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<br />P AN ROOF ANCHORING DETAILS <br /> <br /> <br />EXlSTm TfIJSS OA RAF"TER <br />SEAUNT <br />I-EAOEA (SEE NOTE aaoW) <br />'8 lC 9116" s.M.9. (3) PER PAN <br />ND (1) AT RISER <br />'10 lC 1-112" s.M.9. (1) PER RAF"TER <br />OA TRUSS TAL <br />ROOF PMEl. <br />'10 lC 3J 4. s.M.9. AT 12" ON CENTEfl <br />IS lC 9/16" s.M.9. (3) PER PAN <br />ND(1)ATRISER <br />EXlSTm FASCIA <br />1J...TERNATE OOtl'-ECTlON: <br />'8 lC 1-114. SCREWS (3) PER PAN NTO <br />FASCIA nt=lOUGi PAN BOXED EN) <br /> <br />COMPOSITE ROOF ANCHORING DET ALS <br /> <br /> <br />ROOF PANEL TO FASCIA DETAil.. <br />I-EAOEA (SEE NOTE aaoW) <br />'8 lC 9/16" s.M.9. (3) PER PAN <br />ND (1) PER RISER <br />FOR MASOtflY use 114" lC 1-114" TAP-CON <br />ANCHOR OA EOOAI. AT 24" ON CENTEfl <br />FOR W()(X) use .10 lC 1-112" SM9. <br />OR W()(X) SCflEWS AT 12" ON CENTER <br />ROOF PMEl. <br /> <br /> <br />'8 lC 9116" s.M.9. (3) PER PAN <br />ND (1) PER RISER <br />EXlSTm HOST STtlUCT1.R:: <br />W()(X) FRME. MASOtflY OA o~ <br />CONSTRUCTION <br /> <br />ROOF PANEL TO WALL DETAIL <br /> <br />/ <br /> <br />EXlSTh'G TfIJSS OA RAF"TER <br /> <br />'8 lC 9/16" SMS SPACED AT <br />~ O.e. BOlli SVES <br />ROOF P MEl. <br />.10 lC 1- 112" SM9. OA W()(X) <br />W()(X) SCPEW (1) PER RAF"TER <br />OA muss TfL <br />.10 X 3J 4" SM9. OA W()(X) <br />~ SPACED AT 12" O.e. <br />.8 lC 9/16" SMS SPACED AT <br />8" O.e. BOlli SVES <br />EXlSTh'G FASCIA <br /> <br />ROOF PANEL TO FASCIA DETAL <br /> <br /> <br />EXlSTh'G HOST STRUC1U!E <br />WOOD F1W.E. MASOtflY OA o~ <br />CONSTRUCTlQ(f <br />t8 lC 9/16" SM9. SPACED AT 8' <br />ON CENTEfl BOlli SVES <br /> <br />FOR MASOtRY use 114. lC 1-114' TAPCON <br />ANCHOR OA "QUAL AT 24" ON CENTER <br />FOR WOOD Use '10 lC 1-112" SM9. OA <br />W()(X) ~S AT 12" ON CENTER <br /> <br />ROOF P MEl. <br /> <br />t8 lC 9116" s.M.9. $I' ACED AT 8" <br />ON CENTER BOlli SVES <br /> <br />ROOF PANEL TO WALL DETAIL <br /> <br />NOll:S: W()(X) STRl.JC1'\..fES SHOU..O cotH:CT TO TfIJSS BUTTS OR T1-E SL&-FASCIA <br />fRAIdNQ 'MaE POSSIllE 0tI. Y 15" OF SCf'EWS CAN BE OUTSDE T1-E TRUSS <br />BUTT9. Sl&FASCIA ND lliOSe AREAS SHAll. HAve 00let..E ANCHOR9. <br />AlL SCREWS NTO T1-E HOST STRUCTI..f'E SI-WJ. HAve ~ 1-114. WASI-eS <br />OA SHAll. BE W A$tEA H:AOeO SCl'EWS. <br /> <br />/-EADER NSI:le Dt.ENSION SHAll. BE EQUAL TO P MEl. OA PANS "t". T1-E WAlL <br />11-IQO,ESS SHAll. BE T1-E Tl-ICl<N:SS OF T1-E 1J...lJ.lH..N PAN OA eot.f>OSrTC <br />PMEl. WAlL Tl-ICl<N:SS, !-EADEM SHAll. BE ANCHOAEO TO T1-E HOST <br />STRUCTI..f'E WIlli ANCHOAS APPflOPAIATE Fql T1-E MATERIAL OOtl'-ECn:o TO. <br />T1-E ANCHOAS DeTALED ABOve AfE BASED ON A LOAD ffiOM 120 MP.H. FOR <br />sac SECTION ^.e06 FOR A MA>.J.I..J.t f'OSSlllE SPAN OF T1-E ROOF PMEl. FROM <br />T1-E HOST STRUCnR:. <br /> <br />NOll:S: ROOF PMEl.S SHAll. BE ATTACI-E) TO T1-E /-EADER WIlli (3) EAOi .8 lC 112" <br />LONG ~ Fa:S1STANT SH:ET t.ET1J... SCREWS WIlli 112" WASl-ERS. <br />AlL SCPEN lEADS SHALL BE CAl.U<ED OR SHALL HAve ~<:lPREN: GASKET <br />BETWEEN T1-E W A$tEA ND T1-E PAN. <br />PAN ReS SHAll. Fa:C8VE (1) EAOi IS lC 112" SCREW EACH. T1-E PANS MAY BE <br />ANCHOAEO 1l-flOI.JGH BOXED PAN Wl1li (3) EAOi J8 lC l' OF T1-E ABOve ~ <br />TYPES ND T1-E ABOve SPECFED AS SCPEN. <br /> <br />(1) .8 lC 112" WIlli fEAD SM9. TOP <br />OF EAOi RISER <br /> <br />ROOF PAN <br /> <br />(3) PER ROOF PAN IS lC 3J~ <br />wi I-EAO s.M.9. O.e. NTO BEAM <br /> <br />(3) PER ROOF PAN .10 lC l' WIlli <br />s.M.9. nt=lOUGi ROOF PAN ND BOX <br />/-EADER O.e. NTO HOST STRUCn.n: <br /> <br />~- <br />/ <br /> <br />BOX /-EADER <br /> <br />B€AD OF CAlU<JIIG 1J...ONG TOP OF <br />BOX /-EADER <br /> <br />'10 lC 1 112" wi fEAD SM9. nt=lOUGi <br />BOX /-EADER ON 12" CENTER NTO <br />HOST STRUC1U!E <br /> <br />NOll:S: <br />t W1-EN HOST STRUCTI..f'E IS MASOtfly <br />use 114" lC 1-114" DAIVE pt;S OR <br />114" lC 2-114" TH..H:lER3Ol TS <br />2. FASTEN T1-E EXlSTm Sl&FASCIA <br />TO RAI'1""ER T ALS rnST WIlli <br />.10 lC 3" s.M.9. <br /> <br />PAN ROOF AND BOX HEADER <br /> <br />NOn:: CROSS BEAM ATTAQtil AT COlI..Mol ND BEAM <br /> <br />BEAM PER DESIGN TABlE <br /> <br /> <br />CROSS BEAM AT COLUMN AND AT BEAM <br /> <br />~ <br />~ <br /> <br />en <br /> <br />~ <br /> <br /> <br /> <br />10" <br /> <br />F AS~ SCPEN SHOU..O BE A !.fl <br />OF l' BACK FROM T1-E EDGE OF FlAsrhl <br /> <br />3" Cot.t='OSlTE ROOF PAte.. <br />SEE $I' AN T A8lE <br /> <br /> <br />CI) <br />f- <br />ce <br />o <br />a. <br />ce <br /><( <br />u <br /> <br />BAEAKFORM FlAsa-Kl <br /> <br />FLASH~G ON SHINGLE ROOFS <br /> <br />t FlAsa-Kl TO BE NST AU..ED A !.fl 8" lK>El'l T1-E rnST <br />ROW OF SI-fl3LES <br />2. ST NDN>C) COI. FOR FlAsa-Kl IS 16" .019 t.L COI. <br />3. rnST ROW OF NALS wt.L HAve TO BE REMOVED TO <br />NSTAlL Ft..A~ PROf'ERLY <br />4. Ft..A~ wt.L BE NSTAU..ED lK>El'l T1-E faT PAPER <br />W1-EN POsset..E <br />5. /-EADER wt.L BE PI.1TTY TAPED ND CAUJ<EO EVEN <br />THOUGH R.A~ IS TO BE NST AU..ED <br />8. F T1-E DROP FROM T1-E EDGE OF T1-E stfl1E DOWN TO <br />T1-E TOP OF T1-E ~ IS MOAE THAN l' laN T1-E <br />ClAP EOGE wt.L HAve TO BE BROKEN TO cx::N'ORM TO <br />TItS DROP <br />7. W1-EN lJSIojQ Ft..A~ T1-E SMALLEST SIZE /-EADER <br />A V AI..ABlE SHOU..O BE USED <br />12" .03 t.C... AOlU'ORM OA 8" BAEAKfOAM IS BEST <br />SUTEO FOR ~ su;e rT KEE?S T1-E FUP l.P OF <br />T1-E /-EADER BACK ffiOM T1-E EDGE OF T1-E FlASI-Nl <br /> <br />~~~ <br />...:~ i ~ <br />-a !:: <br /><I) 5~ <br />E!>:~I <br /><I) -<l"o, <br />m o~l"o <br />uj~~~i <br />~i~l~ <br />~~ <br /> <br />l' lC 2 11~ lC O.e<<. CHAtH:L. <br />wi '8 lC 3J~ wi fEAD s.M.9. <br />. 1 112" O.e. MAX. BOlli SVES <br /> <br />(2) IS lC 112" wi fEAD s.M.9. <br />P AAA1..1..B. . 112" O.e. MAX. <br />1l-flOI.JGH l' lC 2 11~ CHAtH:L. <br />NTO BEAM <br /> <br /> <br />(2) 5/16" lC 3 112" <br />CAD, ST. BOLTS nt=lOUGi <br /> <br />3 <br /> <br />OF <br /> <br />8 <br />