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R� RO�lf:tr�C ' This pane! ri�ay tae rnst�!!ed over a sing:ie layer o :exerting :shingles as permitted by 1pcpl bialidlrf code or FBC 1S71, provrdeel the xrsting rock me ets the coRditFon'S required try the:o.K?pIT: ble ec>de. : Mazinrturr� AI;l;�wa:b1 Loads. . Irsta(i.cfican Rqurrmens M@$ Q #$ SC I 'a a�� n� i> .... rn 1:2 12 pattern �tt.1Cx ci.c ?::P M Ei' #10 �t 1 5" fa en' r In " 12" aatt'ern a>t 1b" o c PSF P9et �s� Gk10_x ,5" fq�tener rn-12" 12'`�patterncsc 14 PSF .: 1.5 ft7st� ner . A far,tar cif safely of 2 Elmsbein app{%mod cumeri Yuan. This product has bcert ter5t:erg tc.th.e tJE_ 564-standard b:y Archrtecturai 'testing (now Intertek ... TesYirsga:"f ST.15-.7�, report f 0584 .61 5f3 1f3,:F356Ei';ft1 45t7. 18, c r d CJt}.5893.42 45()-18. As*Ze .er:enae :in . Co p. fan ��afie +��fi This:prod rct as described had demon:strated coriz¢�iiance writh t Ir3rrdo S;uiidir c Co'dQ 2f320, 1504 2 (ficah 1-{vmz) .o regtdfred ;by FL. i2u1e.614�Mt Z: rrrethod :1D I This product.ci d�*sertbea.has been testied and deman;stroted compliance with: ... .. (1C::sB(5 test .tor Uplift R sistc ;nce. er:f': i2o0f Assef:mblid ............ L1L;;1897 --..Upiif:t -testfor r:acaf coverfrig sysfiems:: e S.t Pl: r t2:G�3 5 5: T.h;e (octcfc�EsEes rn tEtiis report provlds an:e prscrrptcve oKY1ic>n fiar tha fastenin+ requirement for th. rapplicctk,te i:nct ! ?ads far rainfs wrfhin tFie parcrrrtat rs clescrrb d Far root: outside of tfie IAstia pariameters, de',tgn w;rnd to ads s:hali be det>errn{n:Ld as-reaulred by FBC 1609,; 4SCE.7; or ... atFr:fir des;fgn code 1. force, using allowabE:e stress. T}i:ese icietc# tablr=- ore based on ASGE 7 18 Ilse>of th;ese tn;bies cissumes that the stru'eture %s . Encleased:and cortfacrns:ta v�+irid-borne detarts iaresvisions an.ct fs cs regal:ar shaped building Is :not rtitblect;.ta ac.:l ass wind ,I.iaadrng, vortex stieddtri:cg, or.:instta.b.tity, nor does it have. a. side location £dr wEt ch c(�arinetrng or buffeting:warrant ccinstd.... .. or Er7g..ineering etnalysis rrray be catnp{e:ted by ©t•her Eicensed engineers for project specific .. appresvcc9;by rocczi r uthtara res ri:cavrnc: furisdiction +vertlflca j:.d of I¢�e9+r ��r�d�nce Dav_fd En.g PE and.. viirerlsrlce Gave, t_LC dp not h:ava. nor wflt acquire a finanorat:interest rn:t,ny coin ony .. . mc7nEtfciCt:using. ?r,di trEiautirig proeivats:u:nd, rt.t'irsew6hiation The:some:entiti�s do nett hay.�, nor.�vtfl acqurr a trn,ancsuf rriY'er st in any ether ntify„tnvotved in the approval process of t:Fie product. .... _.. Exclust ns ei� ! E61lf;rs ► ns ... Design vt deak antl roof structure trio tnctude at:tachrntient of ptywooa or wood pto?k) shaft be completed by :others..Ftr•e cicsssifica!t:ian:an:d shear dtciphrn,gm:.design.pre outside the si cipe df this evaluation. Accelerated weathorrn:gjsaft.spray;ls oir:s.'sde th scope rf th:1s evc�l.uotton This:repar:t rs iirriited.ta cor» 3trot�cs;with.str uct urof wind 1oo:i, rPqu.treinents of FE3C 150�i.3.2, czs required by Bute 61G2Ei3 tile:ifiher Tt:rrit�t3:make Carve nc�t~the rranufo: turer :shall be respranstlFe for.any c crrsciusia<rss, rntr�sr�+tgftarts:r�r designs: �r9 r Ppci_rt This report is'Itirsited.:salely:to docilmenting corrtpiianco wit,i Bute.>biG C7-5, and:makes::na express or imp{ied warranty.:regarding P prodiact;,tnstcifotioR sfsal.l:be sub ect.to i•he f<seoi buildin code rind author iiy havisrg erformance cat this I _" fury:sdicti:on, tbti:repair shnit::not Eye construod xo sup :rseae.local:cvdoS:i:h fcsrcb.; _ ... _ _ _...... .. ......... ...._... ..:::::::: .......... . ..:::: :::::::::: _.............-..... :::...... .:: ................ ::::::::::::.. :... .................. ..- ................... ..._ .......:::::......._............. .......... ..._..... .......... ............ ...... ....... ...._.... .........._.....,........ ..................-......_I._...I.._...... ......,... —. ........................................_........ ..__.. 11 yR Y _ . , T}. ht ru. tans . Setect . . appr®pr ate tcsac tcit3le that apptres to tkte ,ra strLCc#ure in qu;estron ��;.� Retermrne tf�e:des1 n ward speed for the pros ct a 'W,'d I ta.catiOn i< . : �� N ' Use the atfiach.:ment meth;dd tndreatc:d for that I { win fspeecf wrtt rn each r�acif zone r - " 2 2 a_ N:6.tE ASGE 7 1.6 anct::FBG 2©2d acfopt.p zone c+�ncept. [ � # 2 2 3 a !' f For:the load tobies taeCovv, the viorst case ..— I ..: . n ; �'f I 1 1 2 . foe each zone ctr7d re.portd using the standard zan.es zz t - _ _ { Zcin:e 2 rncludes manes 1 crn:d 1' - 3 3 ` �_ � r zone 2 rnciude. zones 2e,:2r, anc} 2n .. -;af-. aRo�F�r�kEk ate- ... t----+ Zo;n. . _:.cludas zcon:e.s 3 6nd 3r: GCJrt9b rllirtg tt1:C':SG ZCyt1E?s pereats>s.a cfePx, s( pCe �g 1u eii+�P��F��°rFpaz�s�n�cav��c�R���a�`FHruc r va s�ws or cc,a .0 nc c e 'a T scheme, at the:expense 4f same des;rcn effrctency Go:rrtact fhe rnrsnu cl:cturer for forth:er rnforrt�atl an, : RC?GF .. .. .... ... ENE F( R GNR(C BUII CDllta . csr eaansut# n li:cnse.d design pr:ofss 'anat. .:_.... lETHQl A M TH�i� I THQQ C i�fiEf., Q <,., *� `f t. ° , 1 10, 1 i {�C I U�a C B"O G< #�O A '0 C : .. . .. -...-- 1. 1�"( IQf " (NC 6�iR l iRX TECH 1 t PdS1.. . 17 1C N .� _L ..: QFi»SSIO Usp ails It�ld#able for structures which hicxl the fdlot�vim,g:�M I.�1:,.N:�:.!:1t critma Use this load table for:struetur s wlzlch meet ih follc��vin criteria: Arcs(Q:c�tkd.- Exposer S�rrea r ►t4uated iq 8, ,:or D e p tisure area I 9'1".'�-M.'1 Have either a:tlat roof,or g hiethrp roof with max SIope of 12:'2 Have eithet:ajlat r66f,or gtb!eftiip roof 4vitll rr x stops,of 1 I ..: Havo o mean Roof Height at 3tt fe.. o A&s . Have a mean:,Roof Haight of. Q ffeet or less. i=L 2.fi t! fir' cs13 ".. 1r od: .1� . tr r':. p ,r t ot# ... 105 11.t 1�0 130 14t 150 160 170: 180 :�90 00 �W6n '3tI5 1't0:12i 9.30 146 150 1,6(fl 170 �I,MO 10 200 'aq„'i(�n ,9 /q /�M1,/�1eF3TM �Fv'A <-f"l l'4 tlk �i["ft /9 ��N',k�'F`.^l ,&�.�Fl[ i � ;,F"j-t.. ,,,*s«# -. zoney� .. k '� ��'t s.<-,..A >: .f a t}tt@ }. �', .' - J. ^ ...... ... ... ..:: ... .. ... .... .. .. ... .... ... .. .. Use;tt iti I `tabie for: trcrotures wFttc)i:n the follo��uir,y criteria Use.this load tablo for strut t6r 4vr ich r ee#the faticitvir°c�criteria: Are H Bated rr) xpo Ctrs 13 area Are iocateci in B, ;oe D ei pi sure area11 Have; ttFler a flat reaofi<ieastYtian 7" hip roof Lair Have either a flat t itaf t€ss t Ciara °,6iR roof with 11 max sleape 6 1 12,of geble roof v+irt slope i a era 4.4:12:&12,12: ha ix slope o 12 1 gar gable roof vAth slops txetiueen 4.4:1 121I. 2:: ... Have:a rnc�art Roof Flsipht cf3Ufeet oritss Ha=�e a rn,araii:.ioof;Hichr cif: tt feet or less .. . 7022 G .` 5132" I c#it3 i1 1. 5V ritrt "!5 32'. ..I wind 105 110 120 130 140 150 1 170: 180 1t 0 00 E Idnti 105 11D 126 .136 140 156 160 17D 180 '190 200 done 1 . A. OA, ,fl �Az�; � A � AZ � � Zone 1 A 'A A A-"-, � � k one 2s A A Ar 3, a�� g. deans 2 -A `F` �