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<br />SOFFIT AIR FLOW TABLE R R W Building Consultants, Inc. Z 1 m Ln N
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<br />\ > \ \ \ \\ m £ P O. Bogy: 230 Vahico, FL 33595 Phone 813.659.9197 Facsimile 813.754.9989 0 � [\ in
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<br />\\ \ \ \;;; m PA"SR1 3.91 2.71 % m°Om000 ®O - 25 (� i Florida Board of Professional Engineers Certificate of .Authorization No. 9813 (L
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<br />AMERICAN CONS1RUCllON METALS \ \ \\ \ \ \\ ® ®® °pppp $ m t�
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<br />0 ROW FULL PENT I ,� U N
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<br />\\\ \\>♦ tt 4 PAT ER 11.74 8.15% NARaow 1'1.74 8,15% O ®° ®p° LL W
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<br />PATTERN 3.69 2.56 % PATTERN 3,69 2.56 /° pppppp X Q
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<br />\\ °° ® ® ®°a°° l7 �� Product Evaluation Report I VI
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<br />"TRIPLE 4" & ►'QUAD 4" A U
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<br />a 1 54" LOU', ER pn rf ERN IFUU scut U >- ALUMINUM SOFFIT °° °° O ERSFGRNE ° ° N
<br />- 1 °°° °pp °® oRECrIoN ASRESI Report No..- FL 12019.1 R1 Q '
<br />TRIP 4 (T41 0
<br />� �Z i.T' -" � � ° ° ° ° ° ° ° °° a P 0! r N
<br />1 TRI OI LS RU) .7' + 4 3
<br />� � y oI - 55' 0155 °ppppo 111
<br />1 1 -011 1 0 135 "TIOCK m 4 ], - � ppp "' I t
<br />Z I (-�! 76 r �_ m Date: Ma I, 2009
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<br />GENERAL NOTES I J
<br />FASCIA J "C HANNEL pppp°p °p FULL V - WIDE PATTERN G o o Product Category: Palled Walls
<br />THIS PRODUCT HAS BEEN EVALUATED AND IS IN COMPLIANCE WITH °O �A "F "CHANNEL 5 6 -
<br />luminum Aluminum 3 °° °°ppa°° (Lou4ars forrreC ir. some ° \ W N IL
<br />THE 2007 FLORIDA BUILDING CODE EXCLUDING THE "HIGH VELOCITY v> a a Alumlwm °p °p° °p° DIr ecdan os ribs) p4 ppp o Q CD U
<br />HURRICANE 20NE',
<br />\a\a>\ ���m,�> p0° ®p° ° g Soffits
<br />3
<br />\ \ \ \ > \>\ »� >� ��•� m 3" °p4p4 °pop\ p y M U
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<br />2 PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON 4 ° °° Product sub -cat pp4 p °p° p a
<br />covER,cE IREfI ---� p� p a p p v Y r e OT
<br />CCvERAOE R� Rye Isvrnl pp °p ° � p m
<br />�> 33"
<br />DETAILS -- Rulrout pp pp
<br />, ANCHOR EMBEDMENT TO BASE MATERIAL SHALL v >vva >�� >� >�>
<br />>Naa �- " / p0 ° ppp e,
<br />WALL DRESSING OR STUCCO,
<br />3. SITE CONDITIONS NOT COVERED BY THIS DRAWING ARE SUBJECT TO Ol - /
<br />� �-- 5" a;pw; Product Name: "Triple 4 & "Quad 4" .Aluminum o It
<br />a0aaaa \♦ `va�>�`� h r t0 031 R. - 42" - 25'
<br />FURTHER ENGINEERING ANALYSIS, vp »>avv ���� �� �� � 40 "T
<br />"- ° [] G D 0 0 D Poo °omov°;v U hlanufachirer: American Construction Metals
<br />4. W000 /Ch1U WALL CONSTRUCTION, BY OTHERS MUST BE DESIGNED A' 4� _ 0 0 p ° p0 pO pAA O
<br />_ ppp p°
<br />>\ �,» N ppp p° 400 West McNab Road
<br />PROPERLY TO RECEIVE LOADS FROM rriE SOFFIT AND; OR T X 2 6 " >v v > ao 33"
<br />u Q Q Q Q ppp pppp Opp "
<br />BA STRIPS. v avp " 6 �- 33" } d 0 0 0 d ° �o�m mo Fort Lauderdale, FL 33'309
<br />\p \\ \\ ``\ Z 33 0 0 0 0 0 0 pp0 p a Ph. 954) 970 -9999
<br />Rib MID 214) DETAILS 0 pp p
<br />c \p \pp
<br />COVERAGE p v p p ° o p
<br />LOUVER PATTERN pppp p ppp opp
<br />" PITCH - -- 2 Sr'B" .n. +alE rcR Lou•.;eRS (LOUVERS FoRh!ED W sA,. +E
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<br />TABLE OF CONTENTS v�� k DIRECTION v Ries) IN p pppp oo ppp o
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<br />g aaaaaao�N`� Scope; This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F.
<br />SHEETY DESCRIPTION
<br />1 Typical elevations, 3 general noles
<br />7 pp Schmidt, P.E. (System (D 1998} for American Construction Metals based on Rule Chapter No.
<br />P anei delap �iRIPLE 4 PANEL 0.388 a p \
<br />3 Soffit defa8 and design pressures > > sr w E 1/ N 9/ T.S. 09 y (° p o ®pp ^ z
<br />2 9B-72.070 Method 1 d of the State of Florida Product Approval, Department of Community
<br />4 Soffit dela8 and design pressures . ? .GE po pp�0mpp a SATE: 01/01/09
<br />- 69 (REF
<br />5 Soffit defoll, design pressures and bill of materials QUAD 4 (241 JK ) I S oo" COVERA ue Affairs- Florida Building Commission.
<br />owo. an i ilEw�A:A "14 x5cA E op N Opp JK
<br />®�0 p s+ N.7
<br />crlR. 8Y; LFS 4,00" PITCH -- 2.52" wiDm Avas.asLE rcR,ouveas ° ° m pp ° mppp 0° -
<br />p pp \ ppp DWO. 6T;
<br />a- +012101 IS THICK) a _ P p �Hw B. LFS RW Building onsultants and L radon F, Schmidt, P.E. do not have nor will acquire financial
<br />a,�u l olss' nTCxI ORAwwo No., o FULL VENT - NARROW V ENT PATTE ppp g y
<br />FL- 12019.1 0 ^ �- S 6 p DRAwwo No.l
<br />(L rs formed in same dl: action as r ib s )
<br />s - ° �- FL - 12019 1 in
<br />approval al process ofthe product amedthereting the product or in any ocher entity involve
<br />QUAD 4 PANEL
<br />PP P
<br />This product has been evaluated for use in locations adhering to the Florida Building Code
<br />_ - - - - -- -- -- - Edition).
<br />See Drawing No.; FL 12019,1 prepared by R W Building Consultants, inc, and signed and sealed
<br />DESIGN PRESSURE (PSF)
<br />sINGLesPAN LENCrtI b` I radon F Schmidt P E (FI 43409) for specific use parameters.
<br />(TFM
<br />DESCRIPTION
<br />MATERIAL
<br />T
<br />FASCIA .0215' THK. AL. 3105 - H1
<br />ALUMINUM
<br />2
<br />"J" CHANNEL .0155" THK. AL. 3105 - H24
<br />ALUMINUM
<br />3
<br />"1" CHANNEL .0155" THK. P.L. 3104 . H 19
<br />ALUMINUM
<br />5
<br />QUAD 4 PANEL ( 0115 OR .013 THICK AL. 3105
<br />ALUMINUM
<br />6
<br />TP.IPLE 4 PANEL ( 0115 OR .013 THICK) AL 3105
<br />ALUMINUna
<br />7
<br /># 15 x 1 -3/4" TRIM NAIL
<br />S.S.
<br />8
<br />18" GA. X 1/4" SS STAPLE (W/ 7 /8" MIN EMBEDMENT)
<br />STEEt
<br />9
<br />T X T BATTEN STRIP SG =.42 OR BETTER
<br />WOOG
<br />10
<br />APA B -C- GROUP I EXT, 15/ PtYW000 OR BETTER
<br />WOOG
<br />i I
<br />.097T IA. T -NAIL W/ 5/8" MIN, EMBEDMENT)
<br />STEEL
<br />A+ ROOF OVERHANG
<br />ROOF OVERHANG POSIITYF NEGAffV� SPAN " A "
<br />SPAN "A u ^ " " 3 a
<br />ROOF OVERHANG = N SPAN 4 B' +70 -141.0 - SEE NOTE 2 a G
<br />c",
<br />m - 0 ROOF ROOF 0 Ll
<br />u lo° +60.0 •60. 1 g a Lyndon F. Schmidt, P.E,
<br />� FRAnINa FRcriIND
<br />ROOF - SEE DETAIL" B " t n $
<br />F�c LNG -� (SHEET 3) N m FL No. 43409
<br />12" +50.0 -50.0
<br />ALUrvrall &LUHINUM s March 31, 2009
<br />e F45G 14 " + FA SCI? 9 8 ( 4
<br />TRiN / / _ \ 38.5 •38.5 t.RIM -� Oct
<br />1--------- 16 +30.0 t � �--------- - - -�_-
<br />CMU OR � T CMU OR
<br />CMU OR SOFFIT- WOOD NOTE SOFFIT W000
<br />WOOD FRAMED 1. WOOD FRAMING AND CONNECTIONS TO BE DESIGNED FRAMED
<br />FRAMED DETAR E - DETAIL " F • - BY THE ARCHITECT OR ENGINEER OF RECORD DETAIL " G '
<br />2 12d COMMOr4 NAIL OR 3/16' I CONCRETE SCREW
<br />12d X 3- I /4" - -
<br />H D. GAVL. STEEL I X2 VERIICAL CONTINUOUS
<br />� (MdN 1 -I i J" Eh46EDh1E,NTI � 24' ON CENTER DETAIL ' E ' Sheet 1 Of 3
<br />D��.IL "H BATTET4 a CL _
<br />/
<br />COMMON NAIL 0 24" O C. FRAMING (SG>0.42) -� - 12d X 3, L/4" U °
<br />H 1 SIDE VIEW S ING LE SPAN W Gp.v4..STEEL Fe SPAN b - // - J- NNEL a� LLI
<br />W/ I -3/4" MIr1 Emil ATTACH ATTACH W/ 2 8d - ---- -- - -- - 1 F- CHA NNEL SIDE VIEW SI NGL E SPA W - - - -- -�_ ___- CHA __ --
<br />coMMONNAUS - COMrr +Cg�NA1L424.0C SID VIE - DOU SPAN W BATTEN o °� L
<br />TOP TO ROOF FRAMING _ _ " (Sho r ri tuss overhen9l (Shown w, truss /framinq cverhang)
<br />w/ I -; 4' r,nlN EM8.
<br />% :j
<br />z
<br />j w/ truss,'Traming cantilever) m am oa
<br />Shown --
<br />- TRIM NAIL ATTACHED STAPLES INSTALLED 3^ � � v �
<br />Z _
<br />m ° THROUGH FASCIA 12" O.C. (IMO WOOD( o
<br />4 16" O.C. MAX. IN J- CHANNEL SLOT o "°
<br />8 STAPLES INSTALL ED L§ 24" O.C. (INTO WOOD) OR T-NAIL 1 3 12"0 C,
<br />(� o w ON F- CHANNEL LEG OR T -NAIL 4 12" 0 C. STAPLES LOCATED (INTO WOOD
<br />STAe'LES INSTALLED o
<br />�J ENID OF PANEL AND
<br />8„ O C u a i NOTE: (INTO WOOD OR MASONRY( 24" O C. INTO FRAMING OR MASONRY) ' a
<br />STAPLES INSTALLED 4 - -
<br />9 I END OF PANEL AND - - - -- JSEi C 0AIL D( m T FOR BOT1 CUT OVERHANG 9 m
<br />SPAN A 1RIMOTO.MOffASCLAFLAT Supporting Documents I " (SEEDETAAIILD) ROOF OVERHANG (1 4GAINSTPANEL
<br />SEED G
<br />DETAIL (SHEET 41 8
<br />_ - - ROOF `, /\ I m /
<br />DETAIL I' N '+ 5 6 FRAMING -� j SEE NOTE 2 STAPLES INSTALLED i
<br />u
<br />17'O.0 (INTOWOOD o Drawing
<br />1}NIN $PAN LENGTH DESIGN PRESSURE (PST I / �� to
<br />IV /CONTINUOUSBAITEsTY I I v 217, c NrtELSLOTORT -Nwl �- - - - -�-
<br />POSITIVE N €�Anv i (IIr o c. ° -' ° ° °_ = a . Drawing o. .1 pr b !
<br />_ _ _ _ _ _ _ _ _ _ El (IiJ10 i400o OR MASONRY) 1 D i N FL 12019 =,r P } R W Building Consultants, Inc. (Florida Board of
<br />8 g 16" +70.0 -70.0 / ( 12 I - - - - -Professional Engineers Certificate of Authorization No. 9813), signed and sealed by
<br />- - - -- °
<br />Lyndon F. Schmidt. Y.E.
<br />3 -
<br />+665 •66.5 i / sTAPLESINSrALLED ®� --- - - -� -- -
<br />CMU OR END OF PANEL AND r r a s a 3 _� ( t l 20° +6 5 60.0 w000 I B stt e " MAX. O C. L -'' y� < Te ' n g
<br />B 11 FRAMED o (SEE DETAIL E. SHEET 5)5) 11
<br />1
<br />22° +54.5 54.5 DETAJL "I ``` vs "M.Ax l0 0 ; , "Testing per ASTM E330 -02 as performed by Testing Evaluation Laboratories, Inc. and as
<br />5 °z - - 1;B °InA.x. __I•MAx - - Z reported in test report TEL 01 190073, signed and sealed by Lyndon F- Schmidt, P.E.
<br />24" +50.0 -50.0 DATE, 1 9/09 I /B" MAX - DATE: 1 9 Q9
<br />I scut: N.T. S. 5 scu E
<br />I
<br />owo.
<br />NOTE:
<br />SIDE VIEW - DOUBLE SPA Dw �. BY , JK DETAIL" E " DETAIL" F " DE G " "K. �+ LFS C Calculations
<br />a" ' O C. MAX. L JK
<br />I ,WOOD FRAMING AN ®CK?NNECTIONS TO BE DESIGNED GHK BY' LFS J Chonnei DRAWING N,
<br />2, 12o. O. 0 1 L 1
<br />- 12 X1
<br />d COMMON NAIL GR 16" fTW CONCRETE SCREW FL-
<br />THE ARCHITECT OR = V 1tJEER OF RECORD (Shown w( truss/framing overhang) FaSCIp F Chonnei Product anchoring for tested specimens as substantiated by tested specimens reported in
<br />5
<br />DRAWING rro!
<br />„ ( MIN. 1 1 /4" EMBEDMEH 4 24" ON CENTER FL- 12019, 1 t
<br />DETAIL D s - I c test report number TE;L 01 190073.
<br />2. Additional product anchor analysis for loading conditions prepared, signed and sealed by
<br />Lyndon F. Schmidt, P.E.
<br />C Other
<br />1. Certificate of Participation issued by National Accreditation and Management Institute,
<br />certifying that American Construction Metals is manufacturing products within a quality
<br />assurance program th:3t complies with ISO /lEC 17020 and Guide 53.
<br />Lyndon F. Schmidt, P.E,
<br />FL No. 43409
<br />Limitations March 31, 2009
<br />1 . This product has been evaluated and 1s in compliance with the 2007 Florida Building Code
<br />(FBC) excluding the "High Velocity Hurricane Zone ".
<br />2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to
<br />base material shall be beyond wall dressing, stucco, foam, brick and other wall coverings,
<br />3. Site conditions not covered by drawing FL- 12109.1 are subject to further engineering 0
<br />analysis.
<br />4. Wood /CHILI Nall construction, by others, must be designed to receive loads from the soffit
<br />and /or 2" X 2" batten strips. am
<br />5. See drawing FL- 12109.1 for size and design pressure limitations.
<br />� / <z
<br />Lyndon F. Schmidt, P.E. PF 1463 Sheet 3 of 3
<br />FL No. 43409
<br />March 31, 2009
<br />
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