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<br />.SOFFIT AIR FLOW TABLE � � V ►' � �.Lll\..Ll�g Consultants, lllF� � tlI
<br />AIR FLOW AIR FLOW @ Air 111
<br />. - - N\\\\.z ...F f SOFFIT TYPE - SOFFIT TYPE g _
<br />®\ U FREE now xFREEFLOW FREE FLOW %PREEFLOW Ui' - m Consulting and Engineering Services for the Building Industry ,,i o. o -
<br />-ACM - \\\\�\�\ �AREA 94 AREA AREA E4 ARF4 = h Q' O
<br />R.°tT R�CfT 4e rx _ P.n. Box 230 Valt co, FL i3595 Phone 813.659:9197 Facsimile 813.754.9989 - O
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<br />\�✓/ - \\\\\\\ tl 6 - D NATERRROf IT 4444 -
<br />*�\\` J ,; ° 4�4444 125 Florida Board of Professional Engineers Certificate of Authorization No. 9813 s [i
<br />\\\ PATTER„ 3.91 2.T1IO h
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<br />AMERICAN CONSIRt1CTION METALS \\\\\\ \\\\\\ t I
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<br />z O PATTERe 11.T4 8.16% 1� FULLVENT
<br />11.TA 6.16% O�m��4 Z p " Iff C 6 o PATTERN COOO j'j O� L LL \ Q Y1
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<br />5140 West Clifton Street \\\\\ \\\\\ a 8 s
<br />Tampa, FI. 33634 0�� 0�� 9 e v 0040 0 0 0 0 0 r^ a M a a a ~ ,�r� m
<br />FULL VENT WIDE FULL VENT WIDE NA C V 1
<br />3.69 2.66% 444004 y° F <
<br />°"A�°°°� -{ Product Evaluation Report W
<br />PATTERN 3.69 2.56 % PATTERN 'C J
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<br />TRIPLE 4 & Q 0
<br />- - _ \ � a 1.54" 44 - LOUVER PATTERN (FULL SCALE( - _ _ _ Q O O
<br />4444
<br />- 444440 (LOUVERS FORMED IN SAME Z ODN
<br />ALUMINUM SOFFIT zk� i.T' 1.25° 000v00004 DIRECTION ASRIBS) � Report No.: FL 12019.1 R1 Q OlN
<br />iRIPLE 4 (T41 v�i �z
<br />.02"
<br />14-01210I15'THICKi r ¢ -� 44444444 a
<br />0155 0155' TI Cw40040 E o P I N
<br />r4-014L013s'THICK) z m I I rl I 76" 0000 Z m Date: March �l_.2009 Z 2tu
<br />F� 4",6" OR 8" 0� 0.380" y ¢ W 1(1 R1
<br />V. 4444 VIE W"A-A"14 zSCALEI a - - Q
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<br />GENERAL NOTES u s f\ 444404 ¢ _ D LU
<br />c o n FASCIA n "J"CHANNEL `�' 44444444 fYl FULL VENT . WIDE PATTERN 6 a Product Cate or Panel Walls UI � U
<br />1. THIS PRODUCT HAS BEEN EVALUATED AND IS IN COMPLIANCE WITH ( 1 c �. "F' CHANNEL a \ O O y W N LL
<br />O �J Aluminum Alin 444444444 �-1-J (Louvers formed in some ° p° o - fu LL
<br />THE 2007 FLORIDA BUILDING CODE EXCLUDING THE "HIGH VELOCITY NI-l"'11,
<br />` a a U Aluminum 44114 Direction os ribs) O p0®\ LL
<br />HURRICANE ZONE". �� o;� 444440 0 °°\°� °\ a a m 0
<br />\.` \v� °o°° °\ Product sub -Cate o Soffits
<br />2. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON ����33"RIB (SYM COVERAGE (REF) 0 04 °0t'\°° p4\\ . \�` \d\� COVERAGE(REF) I 33" �-+ RUNOU11 7 ° p°° p°\
<br />DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND \\\\\\ °j/ s " ,
<br />( WALL DRESSING OR STUCCO: \�. �\o°p \� •01.73" s" 00p0 Product Name: `Triple 4" & Quad 4" Soffit
<br />1 3. SITE CONDITIONS NOT COVERED BY T O151.R. 125
<br />_ _
<br />THIS DRAWING ARE SUBJECT TO \\\\m\ � � \� \ � ±� 031 LR. .42" f °
<br />FURTHER ENGINEERING ANALYSIS. omaa�aao\ ' �;!���,� z `n . 40 a ao •07'' M L0 0 0 0 0 f1 �� ®Op4goo°°° o® Manufacturer: American Construction Metals
<br />4. WOOD/CMU WALL CONSTRUCTION, BY OTHERS, MUST BE DESIGNED \\\\\ \\ \04� p�p4� \p�o� 0 4LO
<br />00 West MCNab Road
<br />PROPERLY TO RECEIVE LOADS FROM THE SOFFIT AND/OR 2" X 2" .66. j [] 0 [] 0 0 0 o°4p°° \\ - Fort Lauderdale, FL 33309
<br />BATTEN STRIPS, 0000\♦ N a .. .33" 33„ 0 0 0 0 0
<br />\\\\\\\ 0 0 0 OA \04 a Ph. (954) 970-9999
<br />RIB AND ENO DETAILS - - - - 1100QOOOOOOOa p0°4
<br />LL \\\ \ 12"COVERAGE LOUVER PATTERN
<br />% _ !MCI CI (LOUVERS FORMED IN SAME-
<br />8 TABLE OF CONTENTS \\\\ ` 4" PITCH 2 5)8" W DTH AVAILABLE FOR LOUVERS DIRECTION AS RIBS( \0\\4 0°\\ O
<br />- - \\\\\\ \1 \ I - \ \
<br />g" SHEET/ DESCRIPTION \®`°\"\ `�j �'� ^ � � ®\mo °O\0 � Scope. This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F.
<br />\\\\\\\\ \\\ \ i o °°\°
<br />1 Typical elevations, & general notes N` . M Schmidt, P.E. (System ID ## l 998}for American Construction Metals based on Rule Chapter No.
<br />¢ \\\\\ �� z i 0.388"
<br />$ 2 Panel detail \\`\ 6 TRIPLE 4 PANEL mo,°°o p° Z 9B-72.070 Method 1 d of the State of Florida Product Approval, Department of Community
<br />3 Soffit detail and design pressures Affairs -Florida o ission.
<br />sc+tE: N.T,S. 69" (REF) 16.00"COVERAGE � p0�p°� �°\° pO\ DATE 01 O1 09Building C
<br />� Build Commission.
<br />4 Soffit detail and design pressures
<br />owo. eYi JK
<br />t.1 DWO. BYt JK - VIEW "A -A" N z SCALE( Sit N. T. S. -
<br />!l 5 $offl► detail, design pressures and bill of materials - QUAD 4 Q4 a 4.00". PITCH - 2.62" - WIDTH AVAILABLEFOR LOUVERS - °4m \\\ pO° "
<br />CHK. III* LFS ... 3,
<br />. � PP. 7 PLSI°°
<br />D � p4O0a THK. �; LFs RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial
<br />' - Q-4-012 1.0115" THICK) DRAWING NMI - '
<br />a 4-0I+ Lol3s THICK a �- 5 6 FUII VENT NARROW VENT o :I. N \ DRAWING NO,
<br />FL-12019.1 0 -� ���� (Louvers formed in EDme dlreCaDn DE TIRE) interest in the company manufacturing or distributing the product or in any other entity involved
<br />° FL-12019.1 P g
<br />5 n 5 QUAD 4 PANEL in the approval process of the product named herein.
<br />-
<br />- This product has been evaluated for use in locations adhering to the Florida Building Code (2007
<br />---
<br />Edition).
<br />d by R Building Consultants, inc. and signed and sealed
<br />See Drawing No.: FL 12019.1 prepare W
<br />DESIGN PReSSURE (PSF) L rndon F. Schmidt P.E. FL P 43409 for specific use parameters.
<br />MATERIAL N SINGLE SPAN LENGTH SPAN ROOF OVERHANG y P
<br />DESCRIPTION POSITIVE NEAfIVE` p a
<br />b' } )
<br />ITEM
<br />_T
<br />ALUMINUM ° ROOF OVERHANG -
<br />1 FASCIA .0215" THK• AL. 3105 - H 14 SEE NOTE 2
<br />ro SPAN"A"
<br />..
<br />SPAN A..,. d m s^ .. +70.0 141.0 r W
<br />R
<br />ROOF OVERHANG
<br />ALUMINUM. � 8 _
<br />2 J" CHANNEL .0155" THK. AL. 3105 - H24 ? _
<br />- ALUMINUM . � a � . o-'�
<br />3 EL .0155 THK. AL. 3104 - H19 II - : D ROOF
<br />F CHANN 0" +60.0 -40.0 ROOF a Lyndon F. Schmidt, P.E,
<br />05 ALUMINUM (< d FRAMING FRAMING � � �
<br />5 QUAD 4 PANEL lot 15 OR .0135 THICK AL. 31 ROOF SEE DETAIL' B' °
<br />P, ; I �, - _ _ m e � 4 FL No. 43409 �
<br />K AL. 3105 ALUMINUM I (SHEET 3) m - .c §
<br />6 TRIPLE 4 PANEL (.0115 OR .0135 THICK) FRAMING 12" +50,0 50.0 : A P E Mar , 9
<br />7 #15 x 1-3/4"TRIM NAIL
<br />$,$. i ALUMINUM ALUMINUM v Z i 6 March 3 200
<br />8 18" GA. X 1/4" SS STAPLE '/8" MIN. EMBEDMENT STEEL z FASCIA -
<br />WOOD I I n d I TRIM / j 1 14' +385 38.5 FASCIA
<br />9 a a \Y°
<br />E mdd ° tT -
<br />I / ° Vi----_-___-_ = 76" +30.0 -30.0 -------- - - - -
<br />10 APA e C GROUP I EXT. 15/32" PLYWOOD OR BETTER. $ i ---- - --
<br />° I - 7 CMU OR ` CMU OR j
<br />J j
<br />- STEEL € c g soFFIf
<br />_____ L _ _ SOFFIT WOOD NOTE: W000
<br />1 i .097' DIA. T-NAIL W/ 5/8" MIN. EMBEDMENT] E 3
<br />_____ CMU OR u
<br />-- - --'-- FRAMED 1. WOOD FRAMING AND CONNECTIONS TO BE DESIGNED FRAMED
<br />i . W000 0 _� BY THE ARCHITECT OR ENGINEER OF RECORD
<br />12d X 3-1/4" FRAMED DETAIL " E " DETAIL ' F " DETAIL " G "
<br />T 2. 12d COMMON NAIL OR 3/16" ITW CONCRETE SCREW
<br />H.D. GAVL STEEL IX2 VERTICAL CONTINUOUS ( MIN. 1-1 /4" EMBEDMENT) 4 24" ON CENTER DETAIL" E " PF 1463 Sheet i' of 3
<br />DETAIL ' H'. BATTEN CL z o
<br />COMMON
<br />MIN. ®24"O.C. FRAMINGISG>0.42) 12dX3-04" SPAN " SIDE VIEW - SINGLE SPAN W/F-CHANNEL SIDE VIEW - SINGLE SPAN W 3-CHANNEL a�
<br />W/ 1-3/4" MIN. FJY1B. ATTACH W/ 2-8d H.D. GAVL.. STEEL
<br />COMMON NAILS COMM OA NAIL @ 24" O.C. SIDE VIEW -DOUBLE SPAN W BATTEN O (Shown w/ truss/framing overhang) (Shown w/ truss/framing overhang)
<br />TOP TO ROOF FRAMING W/ 1-3/ ' THIN. EMB.
<br />(Shown w/ truss/framing cantilever) m am m o0
<br />w �o �1 / TRIM NAIL ATTACHED - � � z
<br />B �
<br />THROUGH FASCIA STAPLES INSTALLED ® S2 Q
<br />... w � 16"O.C. MAX. 1TO•C. (INTO WOOD) _ � o oLI`jo
<br />a / IN J-CHANNEL SLOT
<br />B o o OR T NAIL O 12 O.C. c
<br />STAW,L 5 INSTALLED ® _ y STAPLES INSTALLED @ 24" O.C: (INTO WOOD)
<br />9 END yiiF PANEL AND ON F-CHANNEL LEG OR T-NAIL 412" O.C. STAPLES LOCATED (INTO WOOD a a
<br />STAPLES INSTALLED ® --- -- B" M•AX. O.C. .
<br />a NOTE: (INTO WOOD OR MASONRY) 24" O.C. INTO FRAMING OR MASONRY)
<br />Id
<br />9 END OF PANEL AND - - - - - -- (SEE DETAIL D) Y FOR SQUARE CUT OVERHANG, 9 m
<br />-- - ---- 9'MAX. O.C. f SPAN „ A m TRIM BOTTOM OF FASCIA FLAT
<br />ROOF OVERHANG " 1 AGAINST PANEL 1 1T plporting Documents
<br />h -- (SEE DETAIL DI
<br />: DETAIL I sHDETAIL
<br />1L„es 1t B
<br />5 a ( ) N e
<br />n' u n - ROOF SEE NOTE 2 u 7 STAPLES INSTALLED ® Z
<br />DETA
<br />IL N 5 6 ;.., FRAMING / 12"O.C. (INTO WOODI O
<br />TWIN SPAN ;.1 ., ( gES1GN,PRESSURE (PSFj I C
<br />- ,- IN F-CHANNEL SLOT OR T-NAIL _-_ _-----_ - A Drawing .
<br />GIONTINUC1liS BATTEN, I v ----_------__ W[ -.;. CrA I a Iz O.C. L 7(FloridaBoard Of
<br />pslriv4 N ...aIY : J a 1. Dr wing No. FL 12019.1 prepared b R W Building Consultants, Inc. (Fl rida
<br />s�__r g P P Y g
<br />(INTO WOOD OR MASONRY)
<br />Professional Engineers CertificateAuthorization No. 9813 signed and sealed b
<br />+ -70.0 ----- --- ---� E gof A )� Sn Y
<br />8 8 16" 70.0 / I I
<br />1 Lyndon F. Schmidt, P.E.
<br />19° +66.5 -66.5 - (INSTALLED- ------
<br />____---__- f z == g � STAPLES @- rn i
<br />II i CMU OR END OF PANEL AND
<br />8 11
<br />20" +60.0 60.0 11 FRAMED
<br />a a ) B Testis
<br />8 8"MAX. O.C. �--- -- i 2 p g
<br />g g ALL E, --------� - 5 10 - I, Testing per ASTM E330-02 AS perfon-ned by Testing Evaluation Laboratories, Inc. and as -
<br />22" +54.5 -54.5 -.. DETAIL "I" _ : - 1/8^MAX.' t G
<br />6 Z lie"Mnx. 11.MAX. Z reported in test report TEL 01190073, signed and sealed by Lyndon F_ Schmidt, P.E.
<br />24" +50.0" 50.0 DATE 1 9/09 i%8"MAx.
<br />DATE
<br />1 I scAm N.T,S. 5 scxE N.T
<br />1 NOTE: SIDE VIEW- DOUBLE SPAN W/BATTEN owD. aY: JK DETAIL" E DETAIL" F'I DETAIL G " DW0 e?: JK I
<br />�3 REF. 1. WOOD FRAMING AND CONNECTIONS TO BE DESIGNED J
<br />REF. - - CHK. IFY: LFS t _
<br />,rINEER OF RECORD (Shown w/ truss/framing overhang) cHK. 9Y: LFS - -. BY THE ARCHITECT OR E1 c F Channel J Channel °RAYA"c Not t Calculations
<br />8 O.C. MAX. 5 "ITW CONCRETE SCREW DRAYAN No FC1SCIa FL-12019.1 l 1. Product anchoringfor tested specimens as substantiated by tested specimens reported in
<br />2. 12d COMMON NAIL OR::3Y16
<br />I,iix q 24" ON CENTER FL-12019.1 P
<br />�� n (MIN. 1 I/4 EMBEDME ?tl , _ _ li test report number TEL Ol 190073.
<br />DETAIL D
<br />5 P
<br />a 2. Additional product anchor analysis for loading conditions prepared, signed and sealed b
<br />P Y g P P €n Y
<br />Lyndon F_ Schmidt, P.E.FM
<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 that complies with ISO/IEC 17020 and Guide 53.
<br />Lyndon F. Schmidt, P.E. FM
<br />FL No. 43409
<br />March 31, 2009
<br />Limitations
<br />I This product has been evaluated and is in co 2
<br />P compliance with the _Q07 Florida Building Cede
<br />(FBC) excludingthe "High Velocity Hurricane Zone". g 3 n
<br />' 2. .
<br />Product anchors shall be as listed and spaced as shown on details. Anebor embedment to
<br />base material shall be be3rond wall dressing, stucco, foam; brick and other wall coverings.
<br />g g
<br />3: Site conditions not covered by drawing FL-12109.1 are subject to further engineering
<br />analvsis.
<br />4. Wood/CMU wall construction, by others, must be designed to receive loads from the soffit
<br />and/or 2" X 2" batten strips.
<br />5. See d`' �� drawing FL_ I2109.1 for size and design pressure
<br />limitations.
<br />
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