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<br />SOFFIT AIR FLOW TABLE �a P.-d-d I uonGoud
<br />AIR FLOW AIR FLOW
<br />SOFFIT TYPE SCWFIT TYPE 0 z
<br />-.1- 1 U ZF -
<br />jn, LLI
<br />0, 7-
<br /><
<br />z k4
<br />Lu
<br />>
<br />V,,
<br />2.71% ,-c 0
<br />NAN 3,91
<br />PATTERN z
<br />0 UJ
<br />UJ
<br />z
<br />%Y%
<br />AMERICAN CONSTRUCTI N a FULL VENT 10-VINT
<br />METALS 11.74 18.115%
<br />a X :9 MAN- 11.74 8A5%
<br />%Yk%%%% > > PATTERN PATTERN 0 -it > z
<br />71F
<br />k0k� %N D a 0 0 0 0--Li -E
<br />5 740 West Clifton Street q 2 Il D
<br />0 9:6
<br />0
<br />FULLVENTM IULLV"TW 2 c! Q.
<br />OE 3.69 12-56% PA"." D .69 14%410444044 o 9 1 W)
<br />Tampa, FL 33634 PATTERN 3 2.56% 0 0 a D 0
<br />to
<br />08 UJ E
<br />0 a D 0 a 0 r z
<br />> A
<br />a 0 0 D :0C 0 (A M i
<br />1 404 n n n n n n 0
<br />Z% z
<br />UJI E
<br />a� LOUVER PAITERN (FULL CALE) _J 2
<br />z - - - - - -
<br />06
<br />(LOUVERS FORMED IN iA- 0 <
<br />L) ai
<br />"TRIPLE 4" & "Q1 1AD 4F1
<br />17' DIRECTION AS RIBS) 2
<br />ALUMINUM SOFFIT Y,
<br />TR PLE 4 [U) 0
<br />1AJ
<br />T-4-T J,0116' THICK) .015S .0155""
<br /><
<br />>
<br />UJ
<br />.76' il
<br />UJ 4',6' OR a- 0.
<br />VIEW "A42'[4 xSCALE� X:
<br />-<
<br />Z) Ci 1k, CL -),I UA U
<br />"I" A FUU VENT- WIDE PATTERN
<br />GENERAL NOTES
<br />"UZ 031�ZtNNII
<br />>
<br />0 Af EJVG in some
<br />IS �1. d
<br />0 z
<br />X LU
<br />IM z
<br />I This product has been evaluated and is in compliance with the Florida
<br />Building Code excluding the "High Velocity Hurricane Zone" (HVHZ). 33" COVERAGE IREF)__1
<br />COVERAGE Rio (SYM)
<br />L)
<br />JT
<br />SN11Z 33` RUNOUT
<br />2 Product anchors shall be as listed and spaced as shown on details.
<br />5"
<br />Anchor embedment to base material shall be beyond wall dressing or __",Fz�_ I
<br />Rix 42' .125'
<br />stucco. 07'
<br />0 0 0 0 D 0
<br />0 U 0 u U U
<br />Site conditions not covered by this dravving are subject to further 0
<br />3. .3a' 11 10 10 W) In
<br />0 u U U U U T V)
<br />33'
<br />engineering analysis. .6 0 0 0 0 0
<br />D 0 0 0 D �1
<br />L,� q Lq q 2 5 0
<br />RIB AND END DETAILS a 0 0
<br />Zz z z
<br />4. Wood/CMU wall construction, by others, must be designed properly to E � - -� 'd - :�, 0
<br />H Q Q 5 0 0 0 0 M q = 10
<br />ITCOVERAGE - k 0 z z-
<br />-n the soffit and/or Z'x Z' batten strips, 2 Q 6 1 -:1 0 . . .
<br />receive loads frof ��§ 1 0 D 0 0 OP + +
<br />:3 Q C<1 - LOUVER PATTER SM �t> z ?: - 1 �2 -
<br />< tz ___ ___
<br />U ;T < 0
<br />4' PIICH 2 5/8"TWIDTH AVAILABLE FOR LOUVERS (LOUVERS FORMED IN SAME NIMINW11=_-An r U
<br />X U,
<br />as
<br />TABLE bF 66NT_ENjT_____ DIRECTION AS RIBS) 00 02
<br />ZN% Z
<br />SHEEr# DESCR&ITON
<br />I Typical elevations & general notes z
<br />a a ;� -< < 0
<br />.13
<br />2 Panel details -
<br />0
<br />r
<br />DAM I z COVERAGE I
<br />3 _§o_d_ifdetoiIs & design pressures 79/09 .69" (REF) _01/ z
<br />SCAM N.T.S. 4.00"PITCH 2.62' ------r-,WIDYHAVAILABLEFCPLOUVEM ViEWA-K'I4 SCALE) SCALE N.T.S. tl 0
<br />4 Soffit details & design pressures - 3 � 0 CL
<br />DWG. BY. JK M DWG. ST.. 1 8
<br />Soffitdetaits, design pressures & bill of materials QUAD 4 (Q41) GHK BY, LFS CHK BY.' LFS UJI 6 in Z�
<br />ryp L I
<br />JK M
<br />4PSJ
<br />"U�llVnE.114T�2N�A!R�ROMWVE�NTPAR�ERN
<br />Q-4-0141.0 351THICK) DRAWING NO.: (Louvers formed in some direction as ribs) DFAWING NO
<br />FL- 1201 . 1 FL-12019.1 13
<br />" In a r
<br />ISHEET OF :5J Eq I
<br />zz I
<br />U "t Z
<br />0 1!
<br />0 � 16
<br />z 0
<br />z
<br />0
<br />CD 0
<br />C7
<br />0
<br />z < :2 Oze
<br />0
<br />0
<br /><
<br />od
<br />R:I �2 0 g 0
<br />C) C>
<br />#1
<br />0 CI _0
<br />Lo
<br />L
<br />c;
<br />SINGLE SPA LZNG TH DESIGN PRESSURE (fSF) C, 0 cd d 0 <
<br />;�--TIOOIF OVERHANG 1� to -, -, Z , u., M 71- X C4
<br />A" POSITIVE JNE AVVE A < 0
<br />SPAN z z a,
<br />SPAN A SPAN A .9 t2 ROOFOVERHANG z z x
<br />< <
<br />a, is < _11f
<br />+70.0 -141.0 SEE NOTE 2 K�, (D
<br />le T U U < CL Lo LL1
<br />SPAN A
<br />SPAN A ROOFOVERHANG ROOF OVERHANG 9 . 1 7
<br />ROOF OVERHANG z El
<br />ROOF 0
<br />ROOF ROOF ROOF J 0 ROOF ::F 4L
<br />FRAMING FRAMING tq3 Ii. FRAMING +60,0 -60.0 FRAMING tj 2 :E
<br />FRAMING � " i J 'J�P # #
<br />A z a, >
<br />12" +50.0 50.0
<br />ALUMINUM ALUMINUM 3 X .1 -6 :5 ALUMINUM ALUMINUM J
<br />FASC�A FASC�A e FASCIA FASCIA a U L�Vl 3d
<br />1 14' +38.5 -38.5
<br />TRI A TR K 1 "28 TRIl TRIM
<br />k
<br />- - - - - - - - - - - - \L
<br />CMU OR 0 16"
<br />Emu OR 77 �k i-� f s
<br />- -----------
<br />+ -0 30,0 ----- -
<br />OFFIT CMU OR SOFFIT CMU OR IU OR
<br />SOFFIT S *E CM E
<br />WOOD
<br />SEE DETAIL A�� WOOD SEE DETAIL"C WOOD SEE DETAIL WOOD SOFFIT WOOD NOTE: S - I � 1 1.
<br />FRAMED FRAMED FRAMED FRAMED 1. WOOD FRAMING AND CONNECTIONS TO BE DESIGNED FRAMED 8
<br />S E DETAIL " B SEE DETAIL D SEE DETAIL E BY THE ARCHITECT OR ENGINEER OF RECORD
<br />.- --- _v`_ - SEE DEFAII 'C' 4 S DETAIL F 2.12d COMMON NAIL OR 3/16 ITW CONCRETE SCREW SEEDETAIL G-1
<br />SIDE VIEW SINGLE SPAN WIF-CHANNEL v1_ - (MIN. I -I hr EMBEOME90 @ 24'ON CENTER SEE DETAIL E
<br />SIDE VIEW - SINGLE SPAN W/3-CHANNELS SIDE VIEW - SINGLE SPAN W/3-CHANNEL
<br />(Shown w/ truz/framing cantilever) t=
<br />(Sbown wl fruss1franning cantifemr) (Shown w/ truss/framing cantilever) na� SIDE VIEW - SINGLE SPAN W/F-CHANNEL SIDE VIEW - SINGLE SPAN W/3-CHANNEL
<br />(Shown wl truss/framing overhang) (Shown w/ truss/fi-an-iing overhang)
<br />SINGLE SPAN UNGTIf DESIGN PRESSURE (PSF) TRIM NAL ATTACHED R
<br />Posmvii NEOATWE THROUGH FASCIA NOTE: STAPLES INSTALLED @ IT O�C. (INTO WOOD) TRIM NAJL ATTACHED
<br />::E Q � STAPLES INSTALLED a In
<br />@ 16" D.C. MAX. FOR SQUARE CUT OVERHANG, IN J-CHANNEL SLOT OR T-NAIL @ 12"O.C. THROUGH FASCIA
<br />17 O,C. (INTO WOOD)
<br />+70.0 -141.0 TRIM BOTTOM OF FASCIA RAT (INTO WOOD OR MASON @ IN, D.C. MAX. IN J-CHANNEL SLOT
<br />AGAINST PANEL C, STAPLES INSTALLED @ 24" D.C. (INTO WOOD)
<br />STAPLES LOCATED OR T-NAJL @ 17' O.C�
<br />+60.0 -60.0 0 ON F-CHANNEL LEG OR T-NAIL @ ITO.C. STAPLES LOCATED
<br />INTO FRAMING F (INTO WOOD Or
<br />24'O.C. 1 01 NOTE: FOR SQUARE CUT OVERHANG, (INTO WOOD OR MASONRY) 24'O.C. INTO OR MASONRY) 0`
<br />12' +50.0 -50.0 TRIM BOTTOM OF FASCIA FLAT AGAINST PANEL
<br />14' +38.5 -38.5 STAPLES LOCATED
<br />24'0.c. INTO FRAMING <
<br />+30.0 -30.0 ---- M
<br />0 a 11 El�� I � STAPLES INSTALLED @
<br />NOTE: WOOD FRAMING AND CONNECTIONS TO BE STAPLES INSTALLED 2
<br />ENDOFPANELAt /
<br />DESIGNED BY THE ARCHITECTOR ENGINEER 4! 4- 1 T D.C. (INTO WOOD)
<br />1181, 2 IN F-CHANNEL SLOT OR
<br />OFRECORD 8"MAX. D.C. ___ -1 1
<br />MAX. a, �3 T-NAIL@ 12' C.
<br />(SEE DETAIL "J SHEET 5) 10 (INTO WOODOOR MASONRY)
<br />I /TMAX. I" MAX, - iN Q C - - - - - - - - - - - - - - -
<br />7�
<br />DETAIL A ZIQQ 6
<br />MAIL C " - 3 STAPLES INSTALLED
<br />11.7 Fascia t2 END Of PANEL AND
<br />J-Channel 6'MAX. O.C.
<br />I 1W MAX,
<br />D
<br />MAIX. Z
<br />:0110 STAPLES WIALLED 0 24� D.C. (INTO WOOD) ]"MAk I" MAX. IN 0
<br />01 ON F-CHANNE. LEG OR I -NAIL @ IT D.C.
<br />10 TAPLES INSTALLED @ I T D.C. (INTO WOOD) DATE, 1/9/09 z MAX. DATE, 2
<br />(INTO WOOD OR MASONRY) z S a 0
<br />1 MAX 1 :1
<br />ffAiL "J SHEET 5) -1
<br />> I (SEE D 10
<br />IN J-CIIANNEL SLGr OR T-NAIL 0 1 TO.C. scAll; N.T.S. sc4s-. N.T.S. 'i
<br />3
<br />STAPLES INSTALLED I TO�C. (INTO WOOD) DWG. Of: JK Dvr� BY.
<br />5 INr-CHANNEL SLOT OR T-NAIL @ IT D.C. DETAIL " D DETAIL E DETAIL F DETAIL G
<br />WO CHIC, W. LFS C11F. UP. LFS
<br />0) (INTO OD OR MASONRY) - ff DRAWINIG NO.�
<br />DETAIL 8 J-Chonnol a a, Fascia F-Channol J-Channel
<br />Fascia FL- 12019. FL-12019.1
<br />NJ
<br />U
<br />"I` I--,' I"'-- h-Iii'll I",
<br />F-Channel ISHEET OF 5
<br />
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