|
<br />
<br />
<br />. -t*'
<br />
<br />SHINGLES. APPLICATION INSTRUCTIOf\jS
<br />
<br />( GAF, BRAND,)
<br />( REF, ROY pL SOVEREIG~~ SHliJGLES)
<br />
<br />l\j A I L 11\j G
<br />
<br />SCHEDULE
<br />
<br />r
<br />
<br />~,c
<br />
<br />-
<br />
<br />36'
<br />
<br />rw~D JOI$11O Sill OR TOP FlATE. TOE NAIL
<br />JO!STTO BAND JOIST fACE NAIL
<br />JO!ST TO Sill OR GIRDER ,I)I$T, TOE NAil
<br />BRIDGING TO JUST, TOE NNl EACH END
<br />lEDGtR STRIP
<br />1/6 OR LESS SUB FLOOR ro l.\CH JOIST, fACE NAIL
<br />QVtR Ix6 SUB HooR 10 LlCH JClST, fACE NAil
<br />2-INCH SUB flOOR 10 JOIS1 OR GIRDER, BUND AND FACE /W
<br />SOLE PlATE TO JOIST OR BLOCkiNG. fACE NAIL
<br />TOP Of SOLE PlATE 10 SWD END [VlllED
<br />STUD 10 SOLE PLATE, TOE NAilED
<br />DOUBLE STUDS, FACE NAilED
<br />DOUBLED TOP PlATE fACE fiAll
<br />TOP PlATES. LAP AND INTERSEC110NS fACE NAIL
<br />CDNT1NUO$ HLI[)(R TOE PIECES
<br />CEIliNG JOISTS TO PlATE, TOE fiAll
<br />C0N11NOOS HEADER 10 STUD, Tot NNl
<br />CEIUNG JOI$1S, !JlPS O\tR FAR1I1IONS, fACE NAil.
<br />CEILING JOI$TS TO PNW.LEl RN1ERS. fACE NAIL
<br />RAFTER TO PlATE. TOE NAil.
<br />l-I/(H ~ACE lO EACH STUD AND PlATE. fllCE fiAll
<br />t x8 OR LESS SHEATHII~G TO LlCH BEARING, r lICE fVlll
<br />O'vtR lx8 OR lESS SHEATHING TO LlCH BEARING, fACE f~1\.
<br />BUll! - UP GIRDERS AND BEAUS, Of THREE MEMBERS
<br />
<br />8d
<br />16d Common
<br />Bd Common
<br />8d Common
<br />15 d common
<br />8d common
<br />3d common
<br />16d common
<br />16 d common
<br />16 d common
<br />8 d common
<br />10 d common
<br />10 d common
<br />
<br />THESE SHII~GLES MUST BE NAILED A
<br />~JOMINAL 5- 5/8" (143 mm) FROM BOTTOM
<br />OF SHlt~GLES. t~OT It~ OR ABOVE SELF
<br />SEAL. AS SHOWN NAILS SHOULD REMAI~~
<br />UNEXPOSED,
<br />
<br />Fl~f~ 0"
<br />
<br />-=1 11-1/2"-12-1/2'
<br />1-1/2"-~
<br />-- 6
<br />
<br />1_'
<br />(Jorl'\)
<br />
<br />5-5/8'
<br />NOHINAL
<br />UNEXPOSED
<br />
<br />t
<br />
<br />SIX NAIL PATTERN
<br />
<br />16d common
<br />3d common
<br />Bd common
<br />
<br />STM~DARD ~jAILI~JG PATTERN-FOUR NAILS PER SHI~WLE
<br />
<br />GENER AL 1~,jSTRUCTIONS
<br />,ROOF DECKS: FOR USED ON NEW OR REROOFING WORK OVER WELL-SEAsorlED. SUPPORTED WOOD DECK,
<br />TIGHTLY W1TH MAXIMUM 6" (152 mm) WIDE LUMBER. HAVI~~G ADEQUATE ~~AIL
<br />CAPACITY AND SMOOTH SURFACE, PLYWOOD DECKING AS RECOMMEtmED BY THE ENGINEERED WOOD
<br />ASSN, is ACCEPT ABLE, PLYWOOD DECKS FOR CLASS A INST ALLA TIOt~S MUST BE 3/8" (10 mm )THICK OR
<br />GREA TER W1TH UNDERLAYMENTS AS tWTED BELOW, SHlt~GLES MUST ~WT BE F .ASTENED DIRECTLY TO
<br />I~~SULA Tlm~ OR INSULATED DECK UNLESS AUTHORIZED INviRITING BY GAF ~~A TERI.A.LS CORPORATION ROOF
<br />DECKS AND EXISTING SURF ACI~~G MATERIAL MUST BE DRY PRIOR TO APPLlCA Tlm~ OF SHlt~GLES,
<br />,UNDERLA YMENT: UNDERLA Y~~ENT IS REQUIRED Ot~ tjEW CONSTRUCTIOt~
<br />USE Ot..JL Y A "BREA THER- TYPE" MATERIAL LIKE GAFtv1C's SHINGLE-MATE UNDERLA YMEtH OR EQUIVi'>LEtH
<br />UNDERLA YMDH MUST BE INSTALLED FLAT, WITHOUT WRiNKLES
<br />,F ASTERS: USE OF t~AILS IS RECOMMENDED.
<br />USE ONL Y ZI~K COATED STEEL OR AlUMINUMi 10-12 GAUGE.
<br />BARBED, DEFORMED OR SMOOTH SHANK ROOFING t..JAILS WITH HEADS 3/8" TO 7/16"
<br />IN DIAMETER, FASTENERS SHOULD BE LONG ENOUGH TO PENETRATE AT LEAST 3/4" ItHO WOOD
<br />DECKS OR JUST THROUGH THE PLYWOOD DECKS, FASTENERS MUST BE DRI'.jEN FLUSH WITH THE SURF ACE
<br />OF THE SHlt~GLE, OVER DRIVING WILL DAMAGE THE SHINGLE, RAISED FASTENERS WILL INTERFERE W1TH
<br />THE SEALING OF THE SHINGLES, FOR NORMAL INST ALLA TION, FOUR F ASTD~ERS MUST BE INSTALLED PER
<br />SHlt~GLE, ~WMINAL 5- 5/8" UP FROM THE BOTTOM OF THE SHI~WLE. TO PENETRATE BOTH LAYERS
<br />OF THE SHINGLE. FASTENERS MUST BE INSTALLED APPROXIMATELY 1"- 1 1/2" AND 11-1/2"-12-
<br />1/2" FROM EACH SIDE,
<br />,WIND RESISTAtH: THESE SHINGLES HAVE A SPECIAL THER/AAL SEALANT THA T FIRMLY BONDS THE
<br />SHlr~GLES TOGETHER AFTER APPLlCA Tlm~S WHEN EXPOSED TO SUN AND WARM TEMPERATURES, SHINGLES
<br />It6T ALLED IN FALL OR WINTER MAY NOT SEAL urHlL THE FOLLOW1~IG SPRiNG IF SHINGLES ARE DAMAGED
<br />BY WINDS BEFORE SEALi~IG OR ARE NOT EXPOSED TO ADEQUATE SURF ACE TEMPERATURES. OR IF THE
<br />SELF - SEALAtH GETS DIRTY, THE SHINGLES MAY t~EVER SE.AL. FAILURE TO SEAL UNDER THESE CIRCUMS-
<br />T AtKES RESULTS FROM THE NATURE OF SELF-SEALING SHINGLES AND IS NOT A MANUFACTURING DEFECT
<br />TO INSURE IMMEDIATE SEALING. APRL Y 4 QUARTER-SIZED DABS OF SHINGLE TAB ADHESIVE ON THE BACK
<br />OF THE SHINGLE 1" AND 13" IN FROM EACH SIDE AND 1" UP FROM BOTTOM OF THE
<br />SHlt~GLE THE SHINGLE MUST BE PRESSED FiRMLY INTO THE ADHESIVE,
<br />
<br />3 FIRST COURSE
<br />START AND COtHINUE WITH FULL SHINGLES LAID FLUSH WITH THE
<br />STARTER COURSE, SHINGLES MAY BE LAID FRmA LEFT TO RIGHT OR
<br />RIGHT TO LEFT, DO NOT LAY SHlt~GLES STRAIGHT UP THE ROOF
<br />SINCE THIS PROCEDURE C.AN CAUSE AN INCORRECT COLOR BLUJD
<br />Ot~ THE ROOF At~D MAY DAMAGE THE SHINGLES,
<br />
<br />ur~DERLA 'Ov1ENT
<br />
<br />
<br />~LACE SHlr~GLES
<br />\ CLOSE TOGETHER
<br />BUT DOt~'T CROIvO
<br />\
<br />
<br />Bd common
<br />3d common
<br />3d common
<br />8d common
<br />20d common
<br />
<br />"'<<--~4;
<br />~~ ,,'?
<br />0'" 0x:"
<br />vO
<br />
<br />2-INCH PlANKS
<br />STUDS TO SOlE PlA1E. END NAIL
<br />
<br />16d common
<br />16d common
<br />
<br />0<<--
<br />0~
<br />vO
<br />0'"
<br /><.,%
<br />
<br />COtHlNUE
<br />FIRST COURSE
<br />WITH WHOLE
<br />SHINGLES
<br />
<br />'11000 SlR\XTUPJ.l PANEL SUB flooRIHG
<br />15/32 in" 1/2 in" 7/161n,
<br />
<br />6d common
<br />annular or spir aI Umd
<br />
<br />19/32 10, - 3/4 In,
<br />
<br />8d common
<br />onnulor or spirot lhreod
<br />
<br />START FIRST WITH WHOLE SHINGLE PLACED 3/8" (10 mm)
<br />OVER EAVE AND RAKE EDGES TO PROVIDE DRIP EDGE
<br />
<br />1in" - I l/Bm,
<br />
<br />10d common or
<br />8d common
<br />onnUlor or splrol weoa
<br />
<br />4 SECOND COURSE
<br />
<br />15/32 in" - 1/2 in,,7/16 In,
<br />
<br />16 00 aalvanized wile slaoles, 3/8 in,
<br />minimum Clown I 5/8 in lenqlh
<br />
<br />START AND CmHINUE SECOND COURSE AS SHOWN, POSITION THE
<br />SHINGLES ON THE TOP OF THE CUTOUTS OF THE UNDERLYING
<br />SHINGLE SO THAT THERE WILL BE 5" OF EACH SHINGLE EXPOSED
<br />CONTINUE WITH FULL WIDTH SHINGLES .ACROSS THE ROOr STRIKE
<br />A CHALK LINE ABOUT EVERY 6 COURSES TO CHECK PARALLEL
<br />ALlGWAENT WITH EAVES,
<br />FACTORY APPLIED SELF SEALING DOTS ON LOWER COURSES ARE
<br />DESIGNED TO SEAL DOWN THE SHINGLE TABS I~J AN UPPER
<br />COURSE,
<br />NOTE: SHINGLES MAY BE LAID FROM EITHER LEFT OR RIGHT HAND
<br />SIDE, 5T ART AT EITHER RAKE EDGE WITH SHINGLES HAVING 6"
<br />(152 mm) TRIMMED FROM RAKE
<br />
<br />19/32 in, . 5/B in,
<br />
<br />16 00 ao~,on;led wire stoples, J/8 in,
<br />minimum Clcwn 1 5/8 in lenqth
<br />
<br />WOOD STROClUfW. PANEL Ri))f &: W.&Ll SHEATHING AND
<br />FARTlCLE BOARD WN.l SHEATHING
<br />1/2 in, OR lESS
<br />
<br />6d common(WALl)
<br />8d common(RW')
<br />
<br />19/32 in,. OR CREAT[R
<br />
<br />Bd common(RW')
<br />
<br /><<)
<br />
<br />FIRST COURSE
<br />
<br />NOTE: APPliCATION OF EXCESS TAB ADHESIVE CAtJ CAUSE BLISTERING OF THE SHI~~GLE,
<br />FOR MAXIMUM WIND RESISTANCE ALONG RAKES, CEMENT SHI~~GLES TO Ut~DERLAYMEMT AND EACH OTHER Ir-,I
<br />A 4" WIDTH OF ASP HAL T PLASTIC ROOF CDAENT,
<br />NOTE: THE FILM STRIP ON THE BACK OF EACH SHINGLE ARE TO PREVENT STICKI~~G TOGETHER OF THE
<br />SHINGLES WHILE \t~ THE BUNDLE, THEIR REMOVAL IS NOT REQUIRED DURING APPLICATION,
<br />
<br />5/\6 in - 1/2 in
<br />
<br />1 QJ(ilv9nlZed WII e s\ap,les
<br />Jj J '''', ': ' ""j:' V'
<br />'" ~il>uood..slr\dJ!~p^".1
<br />or particleboard thickness
<br />
<br />TRIM SHINGLES
<br />6" (152 mm)
<br />
<br />,EXPOSURE: 5"(127 mm)
<br />, THROUGH VENTILATION: ALL ROOF STRUCTURES MUST BE PROVIDED WITH THOROUGH VENTILATION TO
<br />PREVENT nnRAPMENT OF MOISTURE LADEN AIR BEHIND ROOF SHEA THlt~G, VENTILA Tlm~ PROViSIONS MUST
<br />AT LEAST ~AEET OR EXCEED CURRENT F.H.A" H,U D, OR LOCAL CODE MI~~IMUM REQUIREMUnS,
<br />,NO~J-CORRODING METAL DRIP EDGES: RECOMMEND ALm~G RAKE MJD EAVE AGES ON ALL DECKS,
<br />SPECIALLY PLYWOOD DESCKS,
<br />
<br />VALLEY COr~STRUCTION
<br />
<br />CLOSED OR WOVEN
<br />
<br />VALLEY
<br />
<br />WIDE ROLL
<br />
<br />VALLEY CEr-,lTERLlNE
<br />NO FASTENERS WITHIN 6"
<br />(152 mm) OF CEN TERLit~E
<br />
<br />CENTER 36"(914 mm)
<br />OF WEATHER WATCH
<br />OR STORM GUARD
<br />LEAK BARRIER (6"(152
<br />END LAPS) I~~ VALLEY,
<br />tMIL AS SHOWN
<br />
<br /><3
<br />o
<br />cJ
<br />vi
<br />
<br />1 UNDERLA YMnn: $T AtJDARD SLOPE- 4/12 (333 mm /m) OR MORE
<br />APPLiCA TION OF UNDERLA YMENT: COVER DECK W1TH ONE LAYER OF UNDERLA YMENT INSTALLED WITHOUT
<br />WRINKLES, USED ONLY ENOUGH NAILS TO HOLD Ut~DERLAYMENT IN PLACE UNTIL COVERED f3Y SHINGLES
<br />APPLlCA TION OF EAVE FLASHING: INSTALL EAVE FLASH\~~G SUCH AS GAF MATERIALS CORPORt. TION WEATHER
<br />WA TCH OR STORM GUARD LEAK BARRIER IN LOCALITIES WHERE LEAKS MAY BE CAUSED BY WATER BACKING
<br />UP BEHIND ICE OR DEBRIS DAMS, EAVE FLASHH~G MUST OVERHANG THE ROOF EDGE BY 3/8" ,t.,ND
<br />EXTEt~D 24" BEYOND THE INSIDE WALL LINE,
<br />
<br />~
<br />
<br />1
<br />(
<br />J
<br />
<br />EXTEt~D D~D SHI~!GLE
<br />AT LEAST 12" (305 mm)
<br />BEYOND VALLEY CENTERliNE
<br />
<br />,-
<br />
<br />mm)
<br />
<br />EXTRA FASTENER IN
<br />Et~D OF SHli\jGLE
<br />
<br />~~
<br />
<br />)
<br />
<br />.->--
<br />
<br />,~"
<br />
<br />/lLL SHEET ARE 36"(914 m
<br />WIDE SHlt\jGLE-MATE
<br />UtWERLA'dAENT,
<br />
<br />
<br />CARRY UNDERLAYMENT
<br />ACROSS VALLEY
<br />
<br />WEATHER WATCH
<br />OR S TOR ~v1 GU ARD
<br />LEAK Bi'>RRIER,
<br />
<br />....
<br />
<br />J/8" ROOF OVER HANG
<br />
<br />~
<br />--~
<br />
<br />ROOF DIAPHRAGM
<br />
<br />NAILING SCHEDULE
<br />
<br />mm) SIDE LAP
<br />4"(102 mm) END LAP
<br />
<br />QJ QJ OJ >})
<br />+--J -+-' ........., . i-.-J
<br />o 0 0 0
<br />000 0
<br />
<br />6 IN, o,c,
<br />3
<br />3
<br />l
<br />3 ol eoch joist
<br />2
<br />3
<br />2
<br />\6 OC
<br />2
<br />4
<br />24' OC
<br />16 DC
<br />H 6d Of 3-IOd COMMON
<br />16 OC along eoch eOq€
<br />3
<br />3
<br />3-16d or H ad COMMON
<br />3-15d or HOd CD~jI.<<lN
<br />3
<br />2
<br />2
<br />3
<br />32 IN, o,c, -~n~~~
<br />P2A\0~~Arfn~'~r~o~n .~Iio
<br />
<br />19/32 in - 3/4 in
<br />
<br />)5 golvon1zed ~ile staples
<br />;'1 ~tt'l-IenjH v'
<br />1 ~~ood..~rvduraLpon.1
<br />or porticleboord Ihickness
<br />
<br />2' o,c edaes and
<br />5 o,c, intelmediote
<br />
<br />~
<br />ex
<br /><1:
<br />C)
<br />Z
<br />:>
<br />:J
<br />
<br />6d common nail or II gd,
<br />colv, roofina roil 1 1/2in, lon~
<br />~I 7/16 in, he~d,
<br />
<br />6 in, o.c, 01 edaes, 6 in ac.
<br />o! otner beorinQs oreos
<br />
<br />H (\j (') ><t
<br />
<br />tJ-l13 >-3: vi rr:
<br />~ ~; u: ~ ~ ~ ~
<br />8 VI is :jal <( >- f- 2:
<br />~ g~ Vlffiro 6 ~
<br />w ~~ ~5~::1 i!' 8
<br />::> rr. 00.. ro ~ Cl:
<br /><Fo: ..~ >-<( 7:<
<br />:I: i5~ ~~wroJ: 3'f. "$!
<br />~ u ~ (;t1 ~ ~ -t w
<br />~~~q~el=~~ ~~~
<br />152:91w@;oo:r:w w2~
<br />~ ~!i F 0::: ti;z ~ ~ ~ <t 0
<br />t5 is lH 13 a. c(~a. (/) V1 ij ~
<br />~ ~ ~ ~ 8g ~ 5 ~ ~
<br />is ~<o ZO(/)F 0.. z:
<br />~ ~ t ~ ~~ ~:5 ~ :
<br />i 0 ~ ~ ~~ ~ ~ ~
<br />i5~l.t..>-w ~o-<
<br />~5 ~ffii!' 8~~
<br />~!:!~~13 ~Vltt
<br />~o:>s~t;~~w"
<br />~f5<~F a.i!'5
<br />g~~i~E3~~i!'~
<br />::l!U~lOoozi?;io
<br />gi31;\i:I:~~g>-~
<br />oPlo: PwW -1z
<br />~6uJ;!Eow~~O
<br />i5~w~~8j!:Vl8G
<br />G8F=>-?i~l.t..~VllX
<br />~~fJ989~ .r5~
<br />~~~8~~~l:i~8
<br />u~::JLJ8-< [3ue"
<br />I7WG:owlDG:~
<br />~ <~F.2 ;;089
<br />~~t1!j~~~~~~
<br />
<br />~R[ BOARD SHEA1HINC 1
<br />. 'Irregular
<br />
<br />Bd common nail or 11 go,
<br />golv, roofing nail I 1/2in, long
<br />w/ 7/16 in, heJd,
<br />
<br />6 in, o,c, al edces, 6 in ac,
<br />at olher beolings oreas
<br />
<br />I I I I I 11\ I I I ~I/ + + + + + + + +
<br />I, I: : I :i " [- - - +: :~I:~
<br />
<br />, I '" - - - ..:!:-+b 2-
<br />+ ~~1+ ~
<br />I I I I + + + +
<br />I 8d II~AILS I ~ 6' O,C. , AT EDGE" '\ _ + + + tl+ + +
<br />~ ~ 12" O,C,IINTERMEiDIA~ ~ ~'" + + + J+,+ + .j
<br />I ~~ I ~I ~ ~ ~+ + + ~
<br />- Vi, j + + + + I + + + + I + + t +rln + + + + I + + + t I + ,;! +:1+ 1+ +-=+
<br />'" ~ '-1+ + + + + + + + + 1/2" -iflL 'lW'ID + + + + + + + + + "-J+ ~+ + -+
<br />? rz o~t of- ~+ At +~ +~~+ ~l~rn~l+ + ... + ~+A+ + ~+ ~~ It! + + L, ~~ -L- + + ~
<br />'ru + + + + + + ~ + + + + + + + + + + + + t+,-+ ;r-+ + +
<br />\..0 f:O + + [+ ~ +~ + + + ~,r+ --:j:" + + - +" + + ~,[~+ + + '1+ ~ + -+
<br />I + + + +, + + + +, + + + +, + + + +, + + + +1. + + + + +
<br />.L 1-'. L I. I, .J.. 1+ '
<br />
<br />~ 6'-0" ~
<br />8d NAILS
<br />6" Q,C,
<br />
<br />1/2 IN. SIR\XTUfW.
<br />
<br />25/32 IN, SlRUCTUfW.
<br />
<br />Bd common noil or 11 ga,
<br />golv, roofipq no:l 1 3/ ~in, long
<br />w/Tf1r In, neod,
<br />
<br />3 in, c,c, 01 edges, 6 in o,c,
<br />01 other beorings oreos
<br />
<br />GYPSU~J SHLlTHING
<br />~~~.
<br />
<br />11 go 1 1/2 galvanized
<br />7/16 heod
<br />11 ao I J/4" Qolvoniled
<br />7/16' head
<br />
<br />4' 0 C 0\ edaes
<br />8 o,c. 0\ olher beorinqs
<br />4 c,c 0\ edges
<br />8 o.c. a\ olhef beorings
<br />
<br />GYPSUM WN.lBOMD
<br />1/2
<br />
<br />7 O,C on ceifings
<br />B o,c. on toOs
<br />7 O,C all ceilings
<br />8 c,c, on wons
<br />
<br />. .
<br />=
<br />f!
<br />CIS
<br />z
<br />!
<br />
<br />-
<br />=
<br />11:I
<br />1:1
<br />....
<br />en
<br />=
<br />a.
<br />CD
<br />=
<br />A.
<br />
<br />I 3/8 IN, DR1NAll NAill
<br />
<br />5/8
<br />
<br />1 1 /2 IN, DR IHAll NAIl'
<br />
<br />2 eoch beorinQ
<br />2 eoch end
<br />
<br />PAR11(LIBCvlRD SIDING
<br />5/15 IN, - 1/2 IN,
<br />5/8 IN,
<br />3/4 IN,
<br />
<br />6d ~
<br />8d ~
<br />3d ~
<br />
<br />6 o,c edges and
<br />12 oc, intermediole
<br />
<br />5 o,c edges ond
<br />, r o,c, rnlermediole
<br />
<br />HARD OOARD LAP SIDING
<br />DIRW TO S rUDS
<br />
<br />3d cO[lasion-res~lonl
<br />wilh minimu'11 shonk
<br />diomeler of 0.099 in,
<br />ond minimum head
<br />diameler onmo In,
<br />
<br />16 in,O,C, allop
<br />and bottom edges
<br />
<br />6 o,c edges and
<br />6 o.c, inrermediole
<br />
<br />4' 0, c edaes ond
<br />7 o.c, intermediate
<br />
<br />HARD OOARD LAP SIDINC
<br />OVlR SHEATHING
<br />
<br />10d corrosion-resistont
<br />wilh min imu In shonk
<br />diomeler of 0,099 in,
<br />and minimum heod
<br />diomeler of ry,rur In,
<br />
<br />15 in,a,e. ot lop
<br />and bottom edges
<br />
<br />2 1/2' O,C edaes and
<br />4 a,c, inlermediote
<br />
<br />6 o,c edges ond
<br />12 o,c. Inlermediole
<br />
<br />HARD BOARD PAN(L SIDING
<br />DIRECT TO STUDS
<br />
<br />6d corrosion-resistant
<br />wilh mirimlJm shonk
<br />diomel,er 01 0,092 in,
<br />ond mininlum head
<br />diome1el of U,llJ In,
<br />
<br />6 in, o. c. at edges
<br />ond 12 in, a,c. 0\
<br />inlermediole suppods
<br />
<br />6 o,c edges and
<br />12' o,c, rnlermedlole
<br />
<br />HARD OOARD P ,lNEl SIDING
<br />O\1R SHEATHING
<br />
<br />8d conosion-reslslonl
<br />with minin1urn shonk
<br />diomelef or 0,092 in,
<br />and minimum heod
<br />diOmeler of lJ.L25 In,
<br />
<br />6 in,o,c, at edges
<br />and 12 in. o,c, 0\
<br />intermediate supports
<br />
<br />4' Q,C edaes ond
<br />8' o,c, intermediole
<br />
<br />1
<br />
<br />120 tv1PH 3 SECOND GUST EXPOSURE "B" WI~~D ZONE
<br />
<br />120 tv1PH 3 SECOND GUST EXPOSURE "B" WIND ZO(\JE
<br />
<br />8d COMMON NAILS @ 6" O.C, &
<br />4" O,C, @ GABLE END WALL OR GABLE TRUSS
<br />1310X2 1/2" LONG GUN t'~AIL @ 4" O,C,
<br />,1200X3" LONG GUN NAIL @ 4" O,C,
<br />,1130x2" Lot~G GUN NAIL @ 3" O,C.
<br />,0990'X2 1/4" LONG GUN NAIL @ 3" O,C,
<br />
<br />CAUTION: DO NOT LOCATE NAILS
<br />CLOSER THAN 6" (152 rnm) TO THE
<br />VALLEY CENTERW~E
<br />
<br />ALONG RAKE. PLACE
<br />DRIP EDGE ON TOP
<br />OF UNDERLA YfvlE~H,
<br />
<br />ALONG EAVES PUT UNDERLAYMENT
<br />ON TOP OF METAL DRIP EDGE
<br />
<br />VALLEY CONSTRUCTION
<br />
<br />CLOSED CUT
<br />
<br />2 STARTER COURSE
<br />USE OF M~Y GAF MC 3- TAP SHiNGLE IS RECO~v1MENDED
<br />
<br />APPLY AS SHOWN
<br />
<br />VALLEY CENTERLINE
<br />
<br />NON-CORRODING
<br />fAETAL DRIP EDGE
<br />
<br />
<br />CENTER FULL WIDTH ROLL
<br />OF V'/EATHER WATCH
<br />OR STORM GUARD
<br />LEAK BARRIER (6"(152
<br />END LAPS) IN VALLEY,
<br />
<br />
<br />EXTRA F ASTEt~ER IN
<br />END OF SHINGLE
<br />
<br />NO FASTENERS WITHIN 6"
<br />(152 mrn) OF CENTERliNE
<br />
<br />SART AT EITHER RAKE AND
<br />LAY IN EITHER DIRECTlm~
<br />
<br />
<br />CEMUH 12"
<br />(305 mm)
<br />METAL LAPS
<br />WITH ASPHALT
<br />PLASTIC
<br />CEMENT
<br />
<br />EXTEND END SHINGLE
<br />AT LEAST 12" (305 mrn)
<br />BEYOND VALLEY CENTERLINE
<br />
<br />FOR MAXIMU~~ WIND
<br />RESISTM~CE ALONG
<br />RAKES, CEME/H
<br />SHI~JGLES TO
<br />UNDERLAYMENT AND
<br />EACH OTHER It~ A 4"
<br />(102 mm) WIDTH OF
<br />ASPHALT PLASTIC
<br />ROOF CDAEtH,
<br />
<br />PLACE SHINGLE 3/8"
<br />(10 mm) OVER EAVE
<br />AND RAKE EDGES TO
<br />PROVIDE DRIP EDGE
<br />
<br />CARRY UNDERLAYMENT
<br />ACROSS VALLEY
<br />
<br />CLIPPED COR~~ER SET
<br />IN ROOFING CDAENT
<br />
<br />T@A TABS OFF ALL
<br />STARTER COURSE
<br />SH!~~GLES, THEN
<br />PLACE AND rMIL AS
<br />SHOvVN, 3" TO 4" (76
<br />mm TO 102 mm)
<br />FROM EAVE
<br />
<br />RU~~ STARTER STRIP AND FIRST
<br />SHINGLE COURSE Ot~L Y ACROSS
<br />VALLEY 12" (305 mm) Mtr'~tMUM
<br />
<br />TRIM 6" TO 7" FROM END
<br />OF FIRST SHlr~GLE
<br />
<br />5 HIP AND RiDGE
<br />
<br />SHINGLES TRI/AMED 2" (51 mm)
<br />BACK FROM VALLEY CENTERliNE
<br />
<br />USE GAF HIP & RIDGE SHINGLES, OR CUT HIP & RIDGE SHII~GLES FROM THESE FULL SHlr~GLES, AJW i'>PPL Y AS SHOvW~,
<br />POSITION UPS AWAY FROM PREVAIW~G WIND DIRECTION
<br />
<br />I~
<br />
<br />CUT SHINGLE TO fAAKE
<br />TIIRtE 12" POS n'1m) )(
<br />12" (305 mrn) HIP &.
<br />RIDGE SHlt'JGlES FROM
<br />EACH STRIP
<br />
<br />/ BEllO HIP &
<br />RIDGE SHIUGlE
<br />CHITEPED OVER
<br />HIP OR RIDGE
<br />
<br />-------
<br />
<br />COVER NAILS
<br />,'-11TH CEf,IEIH
<br />
<br />TAPER FOR BEST
<br />ARPEAPAIKE
<br />
<br />
<br />APPLY Ij,PS
<br />A\\A y FPO!,~
<br />PRE\'AIUWJ
<br />WIIID DIRECTION
<br />
<br />CEtHER 20" (508 mm) WIDE NON-CORRODING, Nm~-STAINING 24
<br />GAUGE Iv1ETAL IN VALLEY, MINIMUM 4" (102 mm) U~JDER SHINGLES
<br />ATE A VE
<br />
<br />
<br />
<br />~,AIL 5 5 ;8"
<br />(143 r'-"11)
<br />ABOvE BUTT.
<br />," (25 mm)
<br />FROM EDGE
<br />
<br />5" (127mrn)
<br />EXPOSURE
<br />
<br />
<br />9 VALLEY CONSTRUCTION-OPEt~ CUT
<br />
<br />",.. -. -'-"' ._-,_._-,,.........,,..~'-_..~~_~M-'a''r.F'.~,....4r.~..'t'IOi~loII"~~W~:7'~~p~~.'~
<br />
<br />8d COMMON NAILS @ 6" O.C, EDGES &
<br />8d COMMON NAILS @12" O,C. ItnERMEDIA TE
<br />1310X2 1 /2" LONG GUr~ r~AIL @ 4" O,C,
<br />EDGES & 8" O,C. INTERfAEDI ATE
<br />,120f-lX3" LONG GUN NAIL @ 4" O,C,
<br />EDGES & 8" O,C, INTERMEDIATE
<br />,1130X2" LONG GUN NAIL @ 3" O,C,
<br />(STAGGERED) & 8" O,C, INTERMEDIATE
<br />,0990X2 1/4" LONG GUI J NAIL @ 3" O,C.
<br />EDGES & 6" O.C. ItHERMEDIA TE
<br />
<br />j
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<br />
<br />+ + +
<br />+ + +
<br />+ + +
<br />,~ .L
<br />
<br />D
<br />
<br />CEtHER FULL WIDTH
<br />ROLL OF WEATHER
<br />WA TCH@
<br />OR STORM GUARD@
<br />LEAK BARRIER (6"
<br />(152 mm) END
<br />LAPS) I~~ VALLEY
<br />
<br />CONVENTIONAL FRAMING
<br />
<br />SECURE THE METAL
<br />FLASHING WITHOUT
<br />PUNCTURING BY
<br />PLACING ROOFING
<br />NAILS EVERY 12" TO
<br />18" (305 - 457 mm)
<br />ALONG EDGE, DO
<br />NOT NAIL THROUGH
<br />METAL VALLEY
<br />
<br />
<br />
<br />--------
<br />
<br />SIMPSON H3 TIE
<br />
<br />EMBED
<br />SHINGLES It~
<br />ASPHALT
<br />PLASTIC
<br />CEMENT IN
<br />VALLEY
<br />
<br />NEW CONT, 2x4 SECURED
<br />W/2-3" DECK SCREWS
<br />PER EXISTING RAFTER
<br />
<br />TRUSS
<br />(TYP)
<br />
<br />ROOF
<br />SHEA THING
<br />
<br />TOP OF
<br />VALLEY 6"
<br />(152 mm)
<br />WIDE
<br />BETWEEN
<br />SHlt~GLES,
<br />SPREADS
<br />1/8"
<br />(10mm/m)
<br />PER FOOT
<br />TOWARD
<br />EAVE S
<br />
<br />SECTION
<br />
<br />@ VALLEYS
<br />
<br />JOB NO:
<br />ST
<br />AUTOCAD
<br />2000
<br />DRA\VN BY:
<br />G,o,
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