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- ---------- <br />,all R�N nONCIn QN-11HE M-h 60CE a <br />80+1* -4n.4-s _4 U.PUAl SNOiSIA38 <br />STV1d3iVH 30 ills v s3anSS38d <br />N51SIG 'SIK30 IWOS 31VO 'ON o, <br />Mr S-71V13a Gay -L U'. <br />15-3 I-10-1-c! J- P-8 M-Ld c) <br />-A-IE1n3SSV HO 1&d Ar__ Slivi3a Clay (VE/c- 01 <br />4816'699-C&g :--N EQo4d 1L ow 010e 80.4 3Lvadn wb7z <br />VIDA Ora ­8 '0* iwos ivniviAnw <br />s1NV1_=400 oNicnins <br />SOFFIT AIR FLOW TABLE :A8 P--d -71.o_na0Hd <br />AIR FLOW AIR FLOW <br />I SOFFIT TYPE SOFFIT TYPE z <br />U z z LU <br />z to <br />!a <br />Z. <br />M. VENT <br />NmRow 1 391 :2 71% .125" <br />-4 9 � <br />PATTERN z <br />0 <br />W = UJI 0 <br />E FULL MIT I q ENT <br />ad <br />AMERICAN CONSTRUCTION METALS PAN <br />-1 PATI 111.14 8.15% ERIN 11.74 �8.15% > <br />FULL <br />D 0 D 0 0 011 0 j� 5 i cc <br />kto %% ?6 c - - < t <br />5 140 West Offlon Street q 2 0 <br />IL ULL VENT MBF 3.69 FULL VENT Al 0 <br />IF 2.56 3.69 2.56% 0 D 0 0 0--j <br />Tampa, FL 33634 > Ul M <br />PATTERN UJI E <br />I ­­­_ I lI. `% - , X I ;I <br />E D 0 0 z <br />0 0 0 a DO <br />U <br />n n n n n n z <br />Lu 0 _i� <br />"TRIPLE 4" & "QUAD 4" .54e - LOUVER PATTERN JFUUL SCALEI b _J 2 - - - - - - <br />.25' - C13 1 <br />FORMED IN SAME U <br />DIRECTI N AS RIBS) <br />ALUMINUM SOFFIT .0T LU <br />-.0157 <br />TRIPLE 4 (M) 0 <br />T-4-0:2 �.O� 15"THICK� 114� <br />T-" 4 .0 WTH .76- <br />CK > <br />4",6'OR 8!' <br />.3 m <br />Cd IUIJ <br />VIEW "A-R'(4 x SCALE <br />k UJI < <br />F�S 1� �H!NNEIL <br />Al 'J FULL VENT -WIDE PATTERN <br />GENERAL NOTES in <br />Al. __I�CHA <br />Al n.:NEI tAZ,/ (Louvers formed in some <br />o UJ rJJ <br />Dirlectiorl os ribs) o <br />1. This product has been evaluated and is in compliance with the Florida <br />El <br />Building Code excluding the "High Velocity Hurricane Zone" (HVHZ). -11� <br />COVEPkGE fREF) (J Rib ISYM) zl� <br />33" Rur"DuT <br />2. Product anchors shall be as listed and spaced as shown on details. Ol .73" 5. <br />Anchor embedment to base material shall be beyond wall dressing or +2' C, <br />_O* .031 I.R. .4T .125' <br />stucco. 40' z <br />W) -.07 0 <br />40' <br />W __/ 7.- 0 0 0 0 0 0- <br />z <br />U U U U U-0--J z <br />.4 160 <br />2 Q 0 1 <br />3. Site conditions not covered by this drowing are subject to further F0000000 0 8 v) <br />a <br />engineering analysis. .33: D 0 0 0 U 0 Ll 0 14 0 @ R <br />_&Z <br />Lq <br />RIB AND END DETALS 0 0 0 0 0.0 it R 9 � 0 w) 0 <br />4. Wood/CMU wall construction, by others, must be designed properly to U U U 0 U Y3 4 Ld . E� d <br />S2 9 lo lo 0 <br />receive loads from the soffit and/or Z'x 2" batten strips. 12 COVERAGE - 0 0 a 0 0 z hl, th G <br />z �g!o <br />c, z z ?: <br />LOUVER PATTERN X <br />PITCH 25/ff' -TWINHAVAIL11111011OUVIIII (LOUVERS FORMED IN SAME < <br />u t <br />DIRECTION AS RIBS) 1 12 <br />zm 23 2 __Z3 zm 00 cdo <br />SIN <br />TABLE_6F_C&ii6 :� Ed 00 ul t5 z 0 <br />SHEET III DESCRIPTION "7 g, o < <br />z <br />0.38T <br />I Typical elevations & general notes X < < < < < <br />2 Panel details M140 a i x V <br />:E: I= � u5 <br />6 b E4 k- <br />-tt- V! 1, <br />'COVERAGE <br />ATF-. I/q/09 NMI DATE- 0 1/0 1/09 1z <br />a <0z <br />3 Sofflt details & design pressures N.T.S. .69" (REF) I o U, <br />scolL N.T.S_ 1 <br />4 Soffit details & design pressures 4.00TITCH 2 62' <br />JK WIDT-H AVAILAKE FOR LOUVERS <br />Ures & QUAD 4 (G4) UYP. 4 PLS) DM. fff�. JK 3: <br />Owl Ely, LFS rw. BY. LFS UJ z _� cli <br />0-4-0�21.0�15"Tlilcrj , -Tz\ (Lou�ers formed In some direction as rib_s) DIMINO NO.; a <br />S__ esign press bill of _mcte ow. BY. �8F <br />5 1 offitaet-aills,_8 dais _��J <br />q)� <br />Q-4-0 4 .0 35- THICK) iii�-mw No...- --- - o Lt.��EI�NAR IN PATTERN <br />FL- 12019.1 13 <br />.a FL-12019.1 <br />;Hm 2 OF 5 <br />oe <br />z <br />0 <br />0 <br />z <br />:E <br />ad 0 <br />0 I:= <br />z 0 <br />8 <>1 ro <br />04 Ix uj 0:E <br />U O_ <br />�; a to is <br />(j <br />0 .0 <br />L0 <br />12 0 0 <br />< <br />,2 3 z t; J d <br />DESIGN PRESSURE (PSF) :E . '3 <br />F_ q q _,�' z 0 <br />SINGLE SPAN LENGTH tr, z x "I z <br />"A" POSITIVE ROOF OVERHANG z Et :�_ <br />NEGATIVE cK <br />SPAN A R � - <br />SPAN A SPAN A ANG - z t2 , < k . 0 a <br />SPAN A SPAN A ROOF OVERH z z <br />ROOF OVERHANG W. 6 A 6 <br />+70.0 -141.0 SEE NOTE 2 < I < <br />ROOF OVERHANG ROOF OVERHANG .9. <br />0*5 . . 6 m 2 5 z <br />i ; . z 0 x 14 < K 9 <br />ROOF _z ROOF ROOF z 4t: Eo t-4 6 _Z; <br />ROOF ROOF 5 FRAMING +60.0 -60.0 1 ? !- <br />FRAMING FRA.MING FRAMING n FRAMING n 11 U ': <br />D >,j 0 <br />0 <br />12" <br />ALUMINUM +50.0 _S0.0 <br />ALUMINUM a - I r, I (S ALUMINJI I <br />za ALUMINUM <br />FASC:M 1! 2 1 <br />I . FASCIA FASC�A <br />.2 U. 14" +38.5 -38.S <br />TR T co; 12 TRN TRM <br />CHU OR <br />SEE DETAIL AV� k A SEE DETAIL W IL d. M1 SOFFIT WOOD NOTE' WOOD '00 <br />A <br />> 16" +30.0 -30.0 - - - - - - - - <br />SOFFIT IT7 <br />CHU OR SOFFIT CHU OR <br />WOOD WOOD woo <br />SOFF CMLI OR r 3 CHU OR <br />FRAMED SEE DETAIL " C FRAMED FRAMED 1. WOOD FRAMING AND CONNECTIONS TO BE DESIGNED SOFFIT FRAMED <br />SEE DETAL " B SEE DETAIL D' SEE DETAIL " C " --J SEE DETAIL E" SEE DETAIL F BY THE ARCHITECT OR ENGINEER OF RECORD SEE DETAIL G' <br />vA_ - 4- - 2.12d COMMON NAIL OR 3/16* ITW CONCRETE SCREW <br />SIDE VIEW - SINGLE SPAN W/F-CHANNEL SIDE VIEW - SINGLE SPAN W/3-CHANNELS SIDE VIEW - SINGLE SPAN W/3-CHANNEL (MIN. 1-1/47 EMBEDMENT) @ 24- ON CENTER SEE DETAIL E <br />(Shown wf truss/fran*g cantilever) 0: SIDE VIEW - SINGLE SPAN W/F-CHANNEL SIDE VIEW - SINGLE SPAN W/3-CHANNEL tz <br />(Shown w/ truss/framirg candlever) (Shown w/ truWframing cantileve,) ,d �,, <br />(Shown w/ brLiss/framing overhang) <br />SINGLE SPAN ILENGTN DESIGN PRESSURE (PSF) (Shown vil trL*s/fTan*v overtwq) <br />TRIM NAIL ATTACHED <br />STAPLES INSTALLED 0 1 T D.C. (INTO WOOD) <br />POSITIVE NEGATIVE THROUGH FASCIA NOTE: TRIM NAIL ATTACHED <br />fINTO WOOD OR MASONRY) _j <br />@ I a O.C, MAX. FOR SQUARE CUT OVERHANG, IN J-CHANNEL SLOT OR T-NAIL @ IT D.C. M THROUGH FASCIA STAPLES INSTALLED @ <br />8. b 221 IT O.C. (INTO WOOD) <br />+70.0 -141.0 TRIM BOTTOM OF FASCIA FLAT ca WO.C. MAX. ;ii! <br />AGAINST PANEL m o STAPLES INSTALLED @ 24" O.C. (INTO WOODI IN J-CHANNEL SLOT 91 <br />STAPLES LOCATED a o OR I -NAIL @ I TO.C. <br />o re ON F-CHANNEL LEG OR T-NAIL 0 ITO.C. STAPLES LOCATED <br />IV, +60.0 -60.0 24'O.C. INTO FRAMING -7 w (INTO WOOD w <br />(INTO WOOD OR MASONRY) 24'O.C. INTO FRAMIING a. <br />140TE: FOR SQUARE CUT OVERHANG, OR MASONRY) <br />r7-) hc �,( &i <br />12" +50.0 -50.0 TRIM BOTTOM Of FASCIA FLAT AGAINS7 PANEL to <br />-1 �, fl <br />14" +38.5 -38.5 STAPLES LOCATED <br />24'O.C. INTO FRAMING 11 8 <br />14" 1 8 <br />1 +30.0 -30.0 1 a 11 !1 - k <br />In STAPLES INSTALLED @ <br />NOTE: WOOD FRAMING AND CONNECTIONS TO BE STAPLES INSTAI I "1 2 IT O.C. (INTO WOOD) <br />DESIGNED BY THE ARCHITECT OR ENGINEER END OF PANE <br />ANZ N <br />OF RECORD 2 lie, IN F-CHANNEL SLOT OR c4 V) <br />O.C. Q: <br />MAX 0� T44AIL 0 17 O.C. <br />5 10 LL oc (INTO WOOD OR MASONRY) <br />JSEE DETAIL SHEET 5) <br />I" MAX. - - - - - - - - - - - <br />DETAIL A <br />DETAIL In C STAPLES INSTALLED <br />Fascia <br />oz <br />z E-7 #1 1 "MAX, <br />J-Channel Y'MAX. O.C. <br />END OF PANEL AND <br />I <br />MAX.. (SEE DETAIL -J ", SHEET 5) <br />DOD) FMAX. LI <br />STAPLES INSTALLED 4 2,VO.C. (INTO WL I i8!'MkX. <br />>4 T1 <br />ON F-CI IANNI1 LEG OR I -NAIL 0 17 O.C. I" MAX <br />(INTO WOOD OR MASONRY) Z STAPLES WALLED IT O.C. (INTO WOOD) 1/8" MAX. 1/9/09 <br />IN J-CHANNEL SLOT OR T-NAIL @ ITO.C. ICNLE; N.T.S. <br />3 N.T.S. <br />- STAPLES INSTALLED @ ITO.0 (INTO WOOD) M. BY: JK IN om BY. JK <br />118"MAX, IN F-CHANNEL SLOT OR T-NAIL @ 12"O.C. <br />5 DETAIL " D DETAIL E DETAIL F cm <br />cHr BY: DETAIL " G I�s <br />UO (INTO WOOD OR MASONRY) <br />J-Chonnel DRAVANO NO: Fascia F-Channel NO -- <br />DETAIL " (1- J-Channel <br />Fascia FL-12019.1 13 <br />FL- 12019� 1 13 <br />F-Channef a <br />sHEET �L or _5 <br />\UI I I R,.O <br />sHm7 4 OF 5 a <br />