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<br /> <br />/ <br /> <br />COVERED AREA <br /> <br />TAB AREA <br /> <br />318" TO 1 IX' ADHESIVE BEAD <br />FOR A" 'MOE ADHESIVE <br />STRIP UNDER SHINGLE <br />STARTER ROW <br />COMPOSITE PANEL WI <br />EXTRUDED OR BREAK <br />FORMED eN' SEAlED IN <br />PV.CE WI ADHESIVE OR <br />SCREWS <br />~BEADS <br /> <br />COMPOSITE ROOF PANEL WITH SHINGLE FINISH DETAIL <br /> <br />ATTACH SHINGLES ,0 COMPOSITE ROOF PANas wrrn INDUSTRIAL ADHESIVE". <br />AP?t Y ADHESIVE iN A CONTiNUOUS BEAD 318" TO 11X' DIAMETE.~ SO THAT THERE IS A 1. WIDE <br />STRIP OF ADHESIVE .~EN THE SHINGLE IS PUT IN ?\.ACE. <br /> <br />FOR AREAS UP TO 120 M.P.H. NINO ZONE: <br />') STARTER ROWS OF SHINGLES SHALL HAVE ONE STRIP OF ADHESIVE UNDER THE SHINGLE <br />AT MID COYE.qa) AREA AND ONE UNDER THE SHINGLE AT MID TAB AREA. STARTER SHINGLE <br />ROW INSTAllED WITH THE TABS FACING IN THE UPWARD DIR~T10N OF THE ROOF SLOPE. <br />2) SUBSEQUENT ROWS OF SHINGlES INSTAllED WITH THE TABS FACING IN THE DOWNWARD <br />DIRECTiON OF THE ROOF SLOPE WITH ONE STRIP OF ADHESIVE UNDER THE SHiNGLE AT MID <br />COVERED AREA. <br />FeR AREAS ABOVE 120 M.PH.NlND ZONE: <br />') STARTER ROWS OF SHINGLES SHALL HAVE TWO STRIPS OF ADHESIVE UNDER THE SHINGLE <br />AT MIO COVERED AREA AND TWO STRIPS AT MID TAB AREA. SHINGLE ROW INSTALLED WITH <br />THE TABS FACING IN THE UPWARD DIRECT10N OF THE ROOF SLOPE. <br />2) SUBSEQUENT ROWS OF SHINGLES iNSTAllED PER PREVIOUS SPECIF1CAT10N WrT1-I1WO <br />STRIPS OF ADHESIVE AT MID COVE."1ED AREA. <br /> <br />MINIMUM ROOF SLOPE; 2" IN 12" <br /> <br />, ADHESIVE; CHEM REX. PI. PREMIUM 94<l URETl-IANE ADHESIVE OR OSI- RF140 . <br /> <br /> <br />SEE TABLE 5 FOR lOAD AND <br />FASTENING SCHEDULE <br /> <br />HEADER STRAP CONNECTION DETA1L <br />SCAlE; ,'u.s. <br /> <br /> <br />I , <br />! ii' <br /> <br />I~ <br /> <br />SEE TABLE 5 FOR lOAD AND <br />FASTENING SCHEDULE <br /> <br />TOP PLATE STRAP CONNECTION DETAIL <br />SCAlE; i'u.S. <br /> <br />~ <br />II <br />il <br /> <br /> <br />SEE TABLE 5 FOR lOAD AND <br />FASTElljiNG SCHEDULE <br /> <br />SILL PLATE STRAP CONNECTION DETA1L <br />SCALE; i'u.S. <br /> <br />..-1 <br />I.Q! <br />1"_, <br /> <br />1.:1 (.11 <br />I I I.. <br />~ <br /> <br /> <br />Fastener ! <br />Schedule <br />NilJis <br /> <br />AJ1awatlIe Loads <br />i EartI1Quake i <br />I Uplift I <br />549 : <br />779 <br />397 <br />1,039 I <br />1. ~ 69 I <br /> <br />?rodud <br /> <br />DimooslOOS Fasten.... <br />W = '-318", Schedule <br />S,H I NilJls <br /> <br />AJlcwab!e Loa<1s <br /> <br />1-3/8" X 0.040" METAL U-STRAP <br />SCAlE; i'u.s. <br /> <br />6 <br />6 <br />10 <br /> <br />. I <br />"'Vind Ii EarthQuake I <br />Uplift Uplift I <br /> <br />ABU106 '3-518", S" 2 4-32 518 I <br />ABU 1 08 i 3-518",6" 4 S64 1.037 I <br />ABU110 '3-518",10"1 6 1.Zl6 1,555 <br /> <br />'lumber of niIJls ref~ to number ead1 side of connectinq mem~ Q( eacn <br />side of U-strap. <br />'1ails to be hQ( dipped galvanized smootl1 snank (1Od) 9 ga., 1.112" Min. <br /> <br />:-;Ote: <br /> <br />N <br />i.~! <br />i"! <br /> <br />1'[ <br />I i <br /> <br />I I <br />I ! <br />i" <br />I'" <br />j"! <br />(j <br /> <br />Maximum Uplift Resistance Required for Stud to Top Plate For Selection of <br />Required Humcane Ancl10r for various Pan or CompoSIte Panel Roofs <br /> <br /> lead Value <br />Stud Soaong 4 5 6 7 6 1 I '0 11 '2 '3 <br />1.33 lS" OIC I ,54 i 192 231 269 308 ~7 385 J24 ~ 501 <br />2.00 24' O/C I 232 I 290 :l48 406 "64 522 sao 536 596 754 <br />2.56 , 32" O/C I 308 385 ~ 539 617 594 771 I S48 :.>25 '002 <br />4.00 ~'O/C "64 580 596 312 928 'Q44 , ,160 I 1276 I '392 ! ,~ <br /> <br />1-3/8" X 0.040" FLAT ~ETAL STRAP <br />SCAlE; ~.T.S. <br /> <br />Room Projection (P) Sum of 1/2 (P) + Ovemang <br /> <br />I Room Proj(ldlon IPl <br />Ovemang' a' '0' I 12' I I 16' ! <br />NONE I 4 5 6 I 6 <br />" I 5 6 7 9 <br />2' I 6 7 8 10 <br />:r I 7 8 9 11 <br /> <br />20' <br />,0 <br />11 <br />12 <br />13 <br /> <br />18' <br />1 <br />10 <br />,1 <br />12 I <br /> <br />.'lotes: 1. load Value = 112 Room Proj8dlon (P) + Ovamang <br />2. Usa Loa<1 Value to ent.... Maximum Uplift Tallie an<:! Saied ReqUlled AnChor ReSIStance <br />Then Saied a Hurricane Strap WltI1 equiv1iant !1lSlstanca value. <br /> <br />Wind Load Conve~ion Table For Maximum Uplift Load <br /> <br />\'Vind Applied Co/1ver.;lOIl <br />Zone Load Multiolier <br />102 29 1.00 <br />110 35 1.19 <br />'20 41 1.38 <br />'25 45 1.52 <br />140 58 1.90 <br /> <br />:;( <br />(/)::J <br />lJ..JZ <br />IY.<( <br />::J~(/) <br />f-(/)-, <br />5:2lJ..J~ <br />-'Cl::f- <br />1Y.~lJ..J <br />f-~C <br />(/)0-7 <br />lJ..J::JZ <br />~Cl::O <br /><(f-_ <br />IY.(/)f- <br />u.~U <br />O:JlJ..J <br />OZ(/) <br />0- <br />~~ <br />-' <br />-' <br /><( <br /> <br />,>- <br />W ~_ <br />. f.,; N <br />n ....- <br />u.. :::l N <br />V)<-> <br />:::-~i. <br />I]) \..l .;:: <br />C>-~1'''' <br />C~~iQ.:g <br />::; >- '" cD <br />1])1l.<i'~ <br />Q)OOdl.:e <br />crj=-- <br />'~5 w ~ <br />WllJOZO> <br />a<n~;( <br />1])'''0:< <br />()ili~~.J.. <br />CllJ'"'w <br />I])~)(f- <br />~ ~ g <br />3 'w ci <br />ros!~ <br />....JG <br /> <br /> <br />OF <br /> <br />7 <br />