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<br />SOFFIT AIR FLOW TABLE :se PP 4-d .Iv.wnoo=JAnU(721d 3 o
<br />AIR FLAW AIR FLOW
<br />.,,. ®° U p \Vp SOFFIT TYPE SOFFIT TYPE ee 11gn� ° fl tD Q -- O /// z
<br />nAEA O'i1 .f-¢N/ A R V 1� C M = Z W /UJ
<br />Z aREafi4 NdAS¢ APEA Y' 2 ® Y f>] W
<br />ACW
<br /><
<br />G CENTER VEN7
<br />i( F \\\\\\\\ q- z I t ��pgpe z U, W N a
<br />1 i 3 e NARROW ! ®@�®°0� .12S 0 +� O o a
<br />4F �,''"•-' FI a\a\°\\ q z 3 a 3.$1 2.71 to z_ o `o ^».-uo PATTERN ( •_ Q mow. yM
<br />�.�p (gF,�,ap ee CONSTRUCTION (� N LLS. C Y FULL VENT 'ULLVENT RV O
<br />MfiYll✓ISIi,wJ'[iY 4wW NSTiC6LDC#8"Y,./D7 tVE4�.tTYL+ IL NARROW ° NARRow I \\�\® m C
<br />'C PATTERN !11 74 8.i 6 Po PATTERN 11.74 8.15 {o®0.. _+L-I/. Z x Z 'S e'v� 1 } = o Q ,o
<br />5140 West Clifton Street m ¢ a ^�� ®a0a rrT� r1 E o _ ®.
<br />\\\aa\\\ °\®°\\a\ O� \ U 0 0 0 0 E 5 LL O LL m Q
<br />a\°\a\\ °°\\\\\ f v � T� m � c o O
<br />C FURL VENT MOP i °/ FULL VENT YN �a�-C_ p ! 1 a N aW
<br />m o co \ t, o
<br />Tampa, FL 33634 \\\ °°\ ✓ ° PATTERN 3.6� 2.54314 PATTERM 3.69 2.56 I° ®��04W U 0 SO � J N I I C
<br />oo I ®\m0�\gym i� i Z> „ �` LU E
<br />D O 0 0 0A 0 I .J
<br />Q � s ` Ina° � °° m
<br />"TRIPLE
<br />1 p rr Q "QUAD
<br />l / /� /"� r► �0 LU E G 3
<br />�RI LE 4 &C QUAD 4 av;`� � 0":
<br />®m n n n N n n � m ii � � z � a j -- / �-- � 3
<br />1.54 i0 °° LOUVER PATTERN (FULL SCALE) J
<br />1.25" (LOUVERS FORMED IN SAME o T i U m H m Bt
<br />ALUMINUM SOFFIT `�� ®,®®�@�@�® DIRECTION ASRIBSj II 2 al
<br />k o i.T' ®\3 it 0 a /1 W t
<br />TRIPLE 4 tr4) 0 1=0 - .0T 1 v00m�\m0 o a = Q I I
<br />-- .0155' 0155' e\®hoav ] I _ [1
<br />Td-6121.OI IS THICK) } ®��� �r o I I
<br />T 4-0i4 (.0135'THICK) m 1- - 76" c. I m I c3-I t o ¢
<br />z i -w 4",6" OR 8" 0 0m` %\ L D.3B0" � z T' _ o z
<br />VIEW "A -A" (4 X SCALE) W
<br />a i:l FASCIA J"CHANNEL \o�®Ooo�q rY FOLLVENT-WIDEPA17ERN rr II F1 I� N/
<br />GENERALNC7TES =f o �Z}-"-- "F CHANNEL o a o o
<br />6 U' Aluminum Aluminum lw � (r_ollve , formed in same o L9 11 = m
<br />O� Aluminum®�00\�\� Direction as ribs} ~ o ? I I W
<br />1. This product has been evaluated and is in compliance with the Florida :vaa N.w a a I °°®®�® ow°°o°°a°° a a i{ 0 f ¢ _
<br />a\°°°° a Y Y .33" COVERAGE IREF1
<br />Building Code excluding the' High Velocity Hurricane Zane' (HVHZ}. °\\\\\\a wa`:wr°� ` > > RIB ISYM)
<br />' a cavc�AeE{REH RUNOUT
<br />O\\\\
<br />2. Product anchors shall be as listed and spaced as shown on details. °°° ( at � ��
<br />Anchor embedment to base material shall be beyond wall dressing or +2. 0151 R. T
<br />aaa\ ` iv -0' C 03i i.R, 42 1 .125'
<br />stucco. °\°°ai - 40'- N
<br />Z A5 0' 0 0 0 0 O Bn o In o W oc
<br />3. Site conditions not covered b this dra in are subject to further \\®aav` a a 4c :33° Q [1 0 °°°w`I'm °O ®® o o Q "' '�`, �° �$ a
<br />engineering analysis. \ � rI _ \ate°ei\ 3i _
<br />y � t \°° a - .66" �„ � I I � ff77 � I� (� rrTi � tt7T � °°°A °\\m � �' a = O
<br />,.33,.. H 0 0 U H U t4 \ \ rx In h :1:may w z
<br />\\° ¢ A °° aq9 n m a " o uT o uT 2 O U
<br />.RIB AND END DETAILS `R Q 0 a a Q � ¢ a w � -2
<br />4. 1Nood/CMU wail construction, by others, must be designed properly to ®®®\a°°\ ,°� `�. 4 (� {� ( 0 0 vo ° ° ° woo h W w z n a �i Q G U z
<br />PIE
<br />receive loads from the soffit and/or 2" x 2" baiten strips. \rma°moawm �.e �° o Q a lz'CoVERAGE [j 0 I Q [jA °° q°° ° ? < 2 L" + + + + +
<br />x \ °v�>z�w zz�
<br />°°.aa>.. -• 11j16"F.�+ LOUVER PATTERN °°\°+\��® o� x
<br />m 4" PITCH 12 5/8'° wloa+Avwr_aaLE FOR LOUVER$ (LOUVERS FORMED IN SAME \°°moo,°° a@°°° rn 4 O T O < n O C7
<br />TABLE OF CONTENTS 04vva\ aw a,4a' m ¢ DIRECTION AS RIBS) -� ° °®q ova° F i Z Z Z Z ? w O O u' TT p O to �i w �c (; Z oc O
<br />O > > = XU Q w W w�Z
<br />SHEET# DESL RIPTION I a\a\a°ao a w�a N n o I\ n p c IoP�g°° n a 2¢ n
<br />-- .-sru.nmwmm
<br />FT zp.388" ip °°° ^ M Q J J J = J ) o �' Z t" z
<br />I Typical elevations & general notes ®°evaoo " N TRIPLE 4 PANEL ° °� o o a < Q < a w
<br />tb"COVERAGE \ a° m\ \ ° a I I Z O -
<br />2 Panel details aaa * n v®°
<br />a DATE: T 9/09 - - _- - - \� \°
<br />3 Soffit details &design pressures Q 69" (REF] °®° a
<br />-' scA�: N.7.$. I VIEWW"A-A"r4XSCALEj ad�°�®°\®'a°q\ae N-T_S_ - .zo oat
<br />4 Soffit details & design pressures m 4.00" PITCH 2,b2' YnarH AVABAaLEFOP,, LMVERs \`+ \°° ®a°a 5 Q u O p , a z
<br />--- D@(0 Hr: UK 4° a° a Dwc. a: JK m 'n �I
<br />5 Soffit details, design pressures hill of materials QUAD 4 (Q41 (111.4 PLsl W° °®�\ � I t° 3 O 3 m - -
<br />- DHlc er LFS l- FULL YENT s NARROW i/ENT PATTERN°°°aqa CHK. BY: LFS i 1 Q z cd
<br />- t4 4 olz (.Ons mfcK1 rc
<br />Q-hU141,D13S' THICK) DRAWING ti0" - - q . "'•"' _ l� 6 7
<br />(towyers formed in same direction as ribs)
<br />\ DRAWBdG NO.:
<br />FL-- 12019.1 °a (� QUAD 4 PANEL FL--12019.1 a I
<br />-.. SHEET 1 OF 5 J Q ' ..,. SHEET 2 OF 5 O.
<br />A � Z
<br />zoo
<br />rC
<br /><<Ua
<br />1-. JWFC1 6Z
<br />Xa
<br />-
<br />_
<br />vCeLLl
<br />mO ?U0
<br />oe Q<
<br />3.
<br />n �fmIS :z
<br />layi x o to m aZ U ®R
<br />, M M M M '� O M Z 1
<br />o -L 3 v
<br />i i ,e "T
<br />.,
<br />a DESIGN PRESSURE'(PSF)' O
<br />SINGLE SPAN LENGTH ' w= z O C `h z
<br />w "A" POSIT! E NEGAlT1(E ROOF OVERHANG » H z z ` M- I
<br />SPAN A „ - _ _ SPAN „ A - SPAN ,. A „ M -ROOF OVERHANG ?�.. : .. .. SPAN A n ; Q C? r- N C
<br />ROOF OVERHANG ROOF OVERHANG ROOF OVERHANG m N"J SPAN " A " 8" +70.0 -141,Q S E OTE2 .14
<br />z nh ° �\ S O w Q
<br />E _
<br />q w b z N W z U U U iL d L j X F. _ I I LU T
<br />ROOF 'a, z ROOF o m - _, �e d
<br />ROOF ROOF W ROOF _ 1° 3
<br />FRAMING FRAMING FRAMING � �-c, a FRAMING 14Y' +AO.O -60.0 FRAMING w
<br />m(3 c12" N..;1z .
<br />x z m o S$ ALUMINUM ALUMINUM z o° IR a
<br />ALUMINUM ALUMINUM ° "' -- -- o .
<br />FASCIA FASCIA E H v FASCIA m R •
<br />TRIM TRIM a o a a m o �` TRIM ! r T4" r 38.5 -38.5 FATRIM 9 t 9. C
<br />-- t* ==-=-4 g` A_--_ = 16" ma-
<br />+30.0 -30.0---=-__ ---_ °E
<br />t CMU OR CMU OR SOFFIT CMU OR • �y ° e f CMU OR - - -/T - - CMU OR E (� SOFFIT SOFFIT E �j�S U WOOD NOTE J WOOD
<br />O
<br />r100D W000 J� WOOD o SOFFIT SOFFIT u'
<br />SEE DETAIL"A FRAMED SEE DETAIL C FRAMED SEE DETAIL "A" 1 FRAMED / FRAMED 1. WOOD FRAMINGAND CONNECIIONSTO BE DESIGNED FRAMED 6
<br />SEE DETAIL"B" SEE DETAIL D" SEE DETAIL "E" �/ BY THE ARCHITECT OR ENGINEER OF RECORD
<br />SEE DETAIL " C " SEE DETAIL " f " SEE DETAIL " G "
<br />2.12d COMMON NAIL OR 311 b° ITW GONCRETESCREW
<br />SIDE VIEW SINGLE SPAN W/F-CHANNEL SIDE VIEW -SINGLE SPAN W /3-�CIHANNELS SIDE VIEW - SINGLE SPAN W/3-CHANNlEf. 1� YMIN.1 1l4"fMBEDMENTi�24"ONCENTFR SEEpETAIL'°1 "
<br />(shovtnw/truss/framin4cantilever) (Shownwltruss/rramingcantileyer) (Shownw/truss/framirgcantilever? awe 1 SIDE VIEW SINGLE SPAN W/F-CHANNEL SIDE VIEW -SINGLE SPAN W 3-CHANNEL
<br />y (Shown w/ truss/framing overhang.) (Shown w/ truss/framing overhang) y a
<br />DESIGNPRESSURE(P,SF) a� m o4
<br />SINGLE SPAN LENGTH TRIM NAIL ATTACHED
<br />"A" POSRIVE` NEGATIVE THROUGH FASCIA NOTE; STAPLES INSTALLED 17' O.C. (INTO WOOD) z z TRIM NAIL ATTACHED
<br />Cn5 1 b" O.C. MAX. IN J-CHANNEL SLOT OR T-NAIL @ 12° O.C. 1E SP - STAPLES INSTALLED @ g N'
<br />FOR SQUARE CUT OVERHANG, _ THROUGH FASCIA w y
<br />[INTO WOOD OR MASONRY q r?i 12 O.G. {INTO WOOD) ow
<br />8" +lO.p -141,0 -TRIM BOTTOM OF FASCIA FLAT ( l " a lb" O.C. MAIL: o
<br />GI INJCHANNELSLOT
<br />- - - - - AGAINST PANEL STAPLES INSTALLED @ 24" O.C. (INTO WOOD) o
<br />1 STAPLES LOCATED 8 0 1 OR T-NAIL 17' O.C. o F
<br />+60.0 -60.0 o z< ON F-CHANNEL LEG OR T-NAIL B 1T' O.C. STAPLES LOCATED o
<br />24' O.C.. INTO FRAMING 11 a a (INTO WOOD OR MASONRY) 24" O.C. INTO FRAMING INTO WOOD 4 a
<br />NOTE: FOR SQUARE CUT OVERHANG, OR MASONRY)
<br />12" t50.0 -SQ.Q
<br />7 8 12 �g TRIM BOTTOM OF FASCIA FLAT AGAINST PANEL 9
<br />11 f
<br />74"t3$.$ -38.5 5 ( STAPLES LOCATED
<br />24' O.C. INTO FRAMING 4 11 $ O
<br />U g
<br />- -- a STAPLES INSTALLED @ 1` rn
<br />NOTE: WOOD FRAMING AND C©NNECTIOONSTOBE STAPLES YIVSTALI.EL7@ .,.__....._.� 2 � - .- '" � 12^O.C.(INTOWQAPI i7
<br />DESIGNED BY THE ARCHITECT' OR ENGINEER END OF PANEL AND r - -
<br />_ _ _ 11g' N IN f-CHANNEL SLOT OR N
<br />OFRECORD B' MAX. O,C.
<br />5 MAX. 10 0 a 8 ; (INTO e� O OR
<br />(SEE DETAIL ".1",SHEET S) � C.�_ � -__-_� o='
<br />�_---______� ONTO WOOD OR �'M_ �
<br />11 118°'MAX. - 5 1"MAX. o cC� o--- ----------� o 0 0
<br />J 1
<br />g DETAIL T@ @@ �__ z a
<br />' sm DETAIL @@ 11 �Qe 2. Iv. ...<....._.r..- \ 2
<br />R STAPLES INSTALLED
<br />f
<br />Fascia -® - - -� „� w z END OF PANEL AND 1® z
<br />IFS- J-Channel f-
<br />I _i if8" o � � 8"MAX.O.C, ym_ cr)
<br />=__-- MAX. r" m (SEE DETAIL"J" SHEETS)
<br />x I _ G 13 3 ( 11W MAX, - w o z
<br />' STAPLES INSTALLED @ 24"Q.C. INTO WOOD o
<br />Q \ ( J. {I 1" MAX. F'➢ N. `- Z U 1 /' MAX. N ^ z O
<br />- - ON -CI -CHANNEL LEG OR T-NAIL 12" O.C. ° I- 9'°MAX. -_
<br />Lo �- LL STAPLES INSTALLED IT O.C. INTO WOOD 1 9 09 F 1(8 MAX. a+e 1 9 U9
<br />(INTO WOOD OR MASONRY) 4 o fl
<br />INJ-CHANNEL SLOT ORT-NAIL 12"T?_C. SCAM N.T.S. _ 5 scvE N.T.S.
<br />STAPLES INSTALLED @ i 2 i C. INTO WOOD �' a
<br />( j e J� @@ @@ OWO.Bv. �1K �a 4 3i 1@ @@ �aiEry� T@ €@ @/ @@ DWI BY. JK
<br />IN(:-CHANNELSLOT ORiNAIL@ IT Y.C, DETAIL D cHK. � LFS � DETAIL DETAIL F DETAIL V cHK. er LfS 3
<br />(INTO} WOOD OR MASONRY) ,r
<br />@I @® J-Channel DRw mxr a Fascia F-Channel J-Chanriel ORRwxc No:
<br />��IL
<br />Fascia FL-t2t3t9.1 o
<br />-_ a �
<br />F-Channel 0
<br />sHEET 3 of 5 sHEEr 4 or 5
<br />
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