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00+12'* 'ON '3'd 4PI-40S 'J UOPUAI SNOISIA38 <br />S700.1.vn -40, ilia I? s3anSS]INd ke 3.LVCI 'ON <br />7 N91S.90 STV190 IL4JOS -)IV 11 ') <br />S 130 CIGV 601 1 0 <br />XIONGISSY 80 iWd )4r SlIvigo CICIII/ OL16 C e <br />szrl 38J 010c� 80-4 giYOdr) W_oIlzi 2 <br />:--N --4d - <br />-U --111-A W!Z --a 'o'd 11440S flnNinniv <br />'owl fI11nE;Noo ON] ins <br />(nine <br />SOFFIT AIR FLOW TABLE -As P-.;'-d 'JDnGO8d <br />AIR FLOW AIR FLOW z <br />L e N 8 0 <br />-FIT TYPE <br />SOr 30-FIT TYPE <br />L; <br />Z Z <br />CENTER VENT > <br />Ea <br />K ROW 0 <br />t_ AR 3.91 i 2.71 % z <br />a. <br />.59, - 2 "t z UJ 0 <br />< 0 <br />a FULL VIENT FULL VENT fX <br />AA4ERICAN CONSTgUCTION METALS 7& MARRO. 11.74 8.15% MARROW <br />X 11741815 > z <br />PATT <br />Al > > P-ERM N Z 0 0 JA <br />0 <br />5 740 West Clifton Street 0 <br />LL VENT W <br />Z", FULL VENT MD151 369 ..56% FU Do 3=69 2,56%1 0 a B 0 0- !2! <br />Tampa, FL 33634 PATTERN <br />LU <br />z <br />0 D 0 0 a A 0 <br />U <br />a .9 1 b <br />n n n n n n z 0 _�F <br />7 LLJ E <br />"TRIPLE 4" 8( "QUAD 4" a`: .54' N LOUVER PATTE N JFULL SCALE) W z _J E 0 <br />I � �E < 'i <br />1.26" [LOUVERS FORMED IN SAME -g --------- <br />2 <br />----- DIRECTION AS RIBS) <br />OR UJ <br />C19 <br />ALUMINUM SOFFIT 0 i <br />TRIPLE 4 (14) a <br />- THICK) .0155, <br />T-012 (.0116 > <br />T-4-014 (.0135'THICK) <br />UJ <br />.76- -1 :D M <br />,V,6'OR 6- .380' z = !� i n <br />0 <br />VIEW "A-R'(4 x SCALE) <br />W <br />C9 <br />4 FULL VENT - WIDE PATTERN a, <br />GENERAL NOTES 0 <br />Al C NN11 re �Imel > <br />�A n same LO <br />0 Direction as ribs) 0 UJI <br />a - <br />I . This product has been evaluated and is in compliance with the Florida <br />NN '7lkNLI sr. <br />COVERAGE (REF) RiD (SYM) RUN T 2 LL In <br />IC I <br />.01 <br />Building Code excluding the "High Velocity Hurricane Zone" (HVHZ). .33" COVERAGE JREF)� <br />2. Product anchors shall be as listed and spaced as shown on details. 0151 R <br />Anchor embedment to base material shall be beyond wall dressing or - ­­�r,, J 125" <br />01 1�! .031 I.R. .42!� <br />40. NV <br />stucco. .07' <br />In 40' u U 0 0 0 0- V) <br />___4 10 Q It 0 <br />U U U X1. z < �0 U) LO <br />3. Site conditions not covered by this drawing are subject to further V) .33' - D <br />engineering analysis. L J 0 a <br />0 U U U L! U �i <br />Lo <br />R ZZ RIB AND END DETAILS 0 0 0 0 0 U0 0:2 0 F, U <br />4. Wood/CMU wall construction, by of hers, must be designed property to U u U U U Ed <br />zz + + <br />receive loads from the soffit and/or Z'x 2" batten strips. ITCOVERAGE - a 0 0 0 OP 6 �t z �t 2 <br />(L a <br />11116" <br />LOUVER PATTERN <br />4�'PITCH 2 5/9' )TH AVAILABLE FOR LOUVERS (LOUVERS FORMED IN SAME 0:2 W <br />Z Z. - U <br />DIRECTION AS RIBS) Iz <br />TABLE OF CONTENTS OR <br />�D! 12 8 k < <br />%z" =i Z� <br />SHEET # DESCRIPTION <br />0 389' <br />0 <br />I Typical elevations & general notes C6 TRIPLE 4 PANEL <br />;i a iT ±OW <br />Z 13 <br />r i <br />2 Panel details <br />DATE: COVERAGE - z <br />< 0 <br />"es- - U <br />SCALE: N.Tq VIEW "A -A' (A x SCALg <br />Soffit details & design pressures AVAILASLE FOP LOUVERS <br />DWGI JK M <br />M3 (TYP. 4 PLSJ 0 <br />WG. Sy. 2 62' I� <br />5 Soffit details, design pressures & bill of mcterials QUAD 4 (N) CHYL BY.. LFS LU z oi <br />__§6Tfit details & design pressu <br />- (REF) <br />.69 <br />4.00" PITCH CHK. 9Y'. LFS <br />Q-4-0�2 0 �15"THICK n! �� -I I --, (�)� FULL VENT - NARROW VENT PATTERN M <br />Q-40 4 0 35'THrKI FRAWNG No- a, kLaUYeRi TOrMeC In same direction as Has) DRAYANG NO.� <br />FL-12019.1 13 FL-12019,11 <br />13 <br />ISHMI S NEET __L OF_�� <br />OF <br />z <br />z <br />z <br />> <br />U <br />z < ::E 0 <br />< <br />7,4 <br />R <br />z <br />LU <br />Ix Ed <br />zzb; <br />0 < . _1 <br />Go <br />< :2 <br />< <br />LU <br />:4 3: <br />Ca <br />U :a 2 9 - - j <br />"W = zM - �o I% <br />IS � v) c�) !2 0 N 2� d <br />< < <br />1 C) E3 <br />0 0 "-a <br />iE �2 �2 <br />1 j <br />z t;; <br />DESIGN PRESSURE fPS19 0 :R! <br />SINGLE SrAN LENGTH 6 <br />ROOF OVERHANG !7- Z_ - , z <br />tr3 X ?S .1 <br />-k ____T_T!VE SPAN g.�, , � "I <br />PO A z z <br />ROOF OVERHANG . P . n I!N� z z C? <br />or) k� E, < aL <br />+70.0 141.0 SEE NOTE 2 <br />Q U < z <br />z 12 = , <br />SPAN A ROOFOVERHANG SPAN A ROOFOVERHANG, SPAN A ROOF OVERHANG L; SPAN A < "r <br />0 i tu <br />ROOF 7wa 6 0 3: <br />ROOF ROOF q ROOF ROOF <br />10, -60.0 r :E <br />FRAMING AMINLI FRAMING FRAMING <br />FRAMING _\ _. <br />FR +60.0 <br />1", 1 1, Co <br />ALUMINUM ALUMINUM ALUMINJ'1 12" +50.0 -50.0 % E <br />0 X:� ALUMINUM 0 <br />FASCIA FASCIA FAS FASCIAM <br />I z 8 . C;A +38.5 -38.5 7 <br />TRIM TRIM T TRIM <br />A RM <br />0 <br />CMU OR <br />CMU or" CMU OR <br />SOFFIT:7 16" +30.0 -30.0 CMU OR V <br />SOFFIT SOFFIT Ll I. - - - <br />SEE DEIA1 "A WOOD SEE DEVAR. " C WOOD SEE DETAIL �'A' WOOD SOFFIT W 000 NOTE SOFFI _7 OOD <br />FRAMED FRAMED FRAMED I. WOOD FRAMING AND CONNECTIONS TO BE DESIGNED \a <br />FRAMED FRAMED <br />SEE DETAIL " 8 <br />SEE DETAIL D SEE DErAIL'C SEE DETAIL" E SEE DETAIL' F BY THE ARCHITECT OR ENGINEER OF RECORD EDETAIL"G" <br />2.12d COMMON NAIL OR 3/16'ITW CONCRETE SCREW <br />IMIN. I -Ile EMBEDMENT) @ 24- ON CENTER SEE <br />SIDE VIEW - SINGLE SPAN W/F-CHANNEL SIDE VIEW - SINGLE SPAN W/3-CHANNELS SIDE VIEW - SINGLE SPAN W13-CHANNEL DETAIL <br />-,d 1W --d <br />(Shown w/ truss/frandng candlever) (Shown wl trussiframing pritileve,)i (Shown w/ truss/framing cantilever) SIDE VIEW - SINGLE SPAN W/F-CHANNEL SIDE VIEW - SINGLE SPAN W/3-CHANNEL <br />(Shown wl trussVIraming overhang) <br />(Shown w/ tru5s/frarning overhiing) <br />DESIGN PRESSURE (PSF) <br />SINGLE SPAN LENGTH TRIM NAIL ATTACHED <br />TRIM NAIL ATTA <br />"A" ITT THROUGH FASCIA STAPLES INSTALLED @ 1TO.C. (INTO WOOD) STAPLES INSTALLED @ z <br />POSITIVE NEGATIVE NOTE: IN J-CHANNEL SLOT OR T-NAIL @ IT O.C, CHED <br />@ WO.C. MAX. I T O,C. (INTO WOOD) <br />FOR SQUARE CUT OVERHANG, THROUGH FASCIA <br />M BOTTOM OF FASCIA RAT <br />+70.0 -141.0 TRI (INTO WOOD OR MASONRY) @ 16'0�C. MAX. IN J-CHANNEL SLOT <br />AGAINST PANEL _D STAPLES INSTALLED 2,V O.C. (INTO WOOD) -NAIL@ I TO.0 <br />STAPLES LOCAPE ORT <br />0 ON F-CHANNEL LEG OR T-NAIL @A TO,C. STAPLES LOCATED <br />P 101, +60.0 -60.0 24! O.C. INTO FRAMING -7 W WOOD <br />(INTO WOOD OR MASONRY) 24'O.C. INTO FRAMING "'TO <br />NOTE: FOR SQUARE CUT OVERHANG, OR MASONRY) <br />Ir +50.0 -50.0 TRIM BOTTOM Of FASCIA FLAT AGAINST PANEL <br />0,5 STAPLES LOCATED <br />2TO.C. INTO FRAMING < <br />10.0 8 <br />STAPLES INSTALLED @ <br />z <br />0 12. O.C. (IN[O WOOD) <br />0 IN F-CHANNEL SLOT OR <br />DESIGNED BY THE ARC4TECT OR ENGINEER END Of PANEL AND L <br />OF RECORD WMAX. O.C. �2 T-NAIL%Y IT L).U. <br />NOTE: WOOD FRAMING AND CONNEC.11ONS TO BE STAPLES INSTALLED CW <br />MAX. Ek: 2 <br />J", SHEET 5) t� � X <br />(SEE DETAIL 10 C, <br />(INTO WOOD OR MASONRY) U. <br />I ITMAX. I" MAX. - .-A <br />M <br />3) 7� <br />DEFAIL A z <br />a STAPLES INSTALLED 6- <br />Fascia 1- END 01 <br />2 �,ANII AND. <br />1,0 J-Channel <br />MAX, (SEE DE <br />AX 0 __010 <br />C ----- <br />DETAIL C TAIL "J ", SHEET 5) C0 <br />43 <br />STAPLES INSTALLED @ 24; O.C. (INTO WOOD) <br />F MAX 5 37J 118" MA�X. z <br />ON F-CI fANNF_ LEG OR 7-NAIL @ I T O.C, Lwl"MAX.- I' I IIH M . I <br />(INTO WOOD OR K&,SONRY) STAPLES INST ALLED@ IT O.C. (INTO WOOD) -TF-- l/.9/cm z 1 /61 MAX. - DA-' 119109 9 <br />IN i-CfIANNEL SLOT OR T-NAJL (g) 'I TO�C. SCALEt N. T. 6, 10 Oams_- N <br />70S T.S. <br />STAPLES INSTALLED@ I TO�C. (INTO WOOD) Dwo, in: jK Is DM BY. J <br />IN f-CHANNEL SLOT OR T-NAIL @ ITO.C. DETAIL " D DETAIL is E DETAIL F DETAIL IT G <br />GHIL BY: _LFS i CHK. BY. LFS <br />(INTO WOOD OR MASONRY) Fpii�- IX <br />J-Channel M W. 01 Fascia F-Channel J-Channel MVNG Mo, <br />DETAIL B " FL-12019.1 0 FL-12079.1 <br />I i Fascia 13 <br />F-Channel ISHE17 -3 or _L <br />SHEET 4 or 5 J0 <br />co <br />. . . I. . . . . . <br />I I , <br />