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<br />-_ SOFFIT AIR FLOW TABLE - R V � Building Consultants, Inc. Z " in M
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<br />AIR FLOW AIR FLOW
<br />SOFFIT TYPE _ SOFFIT TYPE ^ N
<br />` ,7Qy� R Consulting and Engineering Services for the Building Industry O E o
<br />Pp1„0g., r�"e",Rei O1V P wec�f ° rRUNix%�ow 11 o ♦ y
<br />ACK\\\\\\\\ 4 I< P - .R.,ea ®® 6 '. C P.O. Box 230 Valrico, F1. 33595 Phone 813.659.9197 Facsimile 813.754.9989 O
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<br />""` ri �a ir",ri n NT 3.91 2.71°� ®°♦a®� t25" n ; Florida Board of Professional Engineers Certificate of Authorization No. 9813 1
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<br />\\\ N
<br />AMERICAN CONSTRUCTION METALS ����\\ ����\\ Ts PULLv■h, a H Utn
<br />1D
<br />m ,
<br />NARROW PULL VENT
<br />\\\\\\\\ \\\\\\\\ d � . e � ° \\a�aa � � i � 4 CIJ � 11N
<br />y[p y fff���--4 rArrGR', 11.74 a.16 h NARROW 11.74 8.16 /o E
<br />\\\\\\\\ \\\\\\\\ p a �� F- -- PATTGRN - ®� \\` r1 a rl l� r Q 11111T
<br />5140 West Clifton Street "`�;;; "„„� dP - _ _
<br />Tampa, Ff. 33634 ��0 11` �I IAYT.RN 3.69 2.fss /° PATT■RN e W
<br />$ �UL
<br />L VENT
<br />WIDG a �ILPLL VENT WIDG 3.69 2.6a%
<br />0 0 0 0 DA 0 Product Evaluation Report Z w� N�
<br />0 0 0 a ��
<br />\\\\\\\ \®®\a®
<br />n rr & "QUAD n \\\\\ \®®®
<br />TRIPLE \ nnnnnn
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<br />1.54" ®\ ®\ LOUVER PATTERN IRlU SGALEI 6
<br />\®\\\\ (LOWERS FORMED IN SAME $ O
<br />1.25' DIRECTION AS RIBS) Ill
<br />Report No.: FL 12019.1 R1 �m
<br />ALUMINUM SOFFIT TRIPLE 4 (T4j � --� � _!1 � � � � N
<br />HICKI r<<yy D7' 01$S'
<br />1-4-012(.0115'T0155' F1
<br />I-"I4(.013S'TWCK) \®®®.-..I m Date: March 31. 2009 =N
<br />4".6" OR B" - I o ®® ® 0.380" 3 W UI m
<br />c7V' f. ®®®® VIEW*A_A". xSCAI
<br />GENERAL NOTE_ S PT a
<br />FASCIA Du
<br />(�_ "J"CHANNEL r? ®®gym®®®off LIJ
<br />full V_E_Nr • WIDE PATTERN Product Category: Panel Walls U1
<br />1. ]Ills PRODUCT HAS BEEN EVALUATED AND IS IN COMPLIANCE WITH &I Aluminum �/ Aluminu,,, , "F�--- CHANNEL ®°®\\0\\® 5 d (Leuven formed In same \ (D LL
<br />THE 2007 FLORIDA BUILDING CODE EXCLUDING THE "HIGH VELOCITY ♦\ - -
<br />n a Aluminum ®®®\®®\® Irsctlon as ribs) rr\\\ il a m
<br />HURRICANE ZONE'. ����\\ } ®®®®®® 4 po Product sub -category: Soffits ~ d
<br />.33" COVERAGE IREFI-_+ },, g •J
<br />2. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON "`\ _ 4 �� v° a� _ -
<br />L \\\\\\\ N COVERAGE IREFI � RIB ISYM) 33" �-' RUNOIII 0�a�
<br />DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND \�\\% 01 -- 73" �1 1 S' �` Product Name: "Triple 4" & "Quad 4" Aluminum Soffit
<br />1 WALL DRESSING OR STUCCO. "`
<br />1 \\ �-�
<br />1 3. SITE CONDITIONS NOT COVERED BY THIS DRAWING ARE SUBJECT TO 015 I.R.
<br />FURTHER ENGINEERING ANALYSIS. �������� zo Ni 40 `� 40 OT' �-0 ° n n a o a ° a ° a� e�°�`°e m` Manufacturer: American Construction Metals
<br />4. WOOD/CMU WALL CONSTRUCTION, BY OTHERS, MUST BE DESIGNED _ , iaRA 400 West A4cNab Road
<br />.\\ N °. 46"
<br />� °°°naaEn
<br />PROPERLY TO RECEIVE LOADS FROM THE SOFFIT AND/OR 7' X 7' \\g3' a a n n U \\\SPA SS Fort Lauderdale, FL 33309
<br />j ` G�
<br />BATTEN STRIPS. ����\\ .33" RIaANDENDOE1Aas ° a ° a ° a ° a ° ° ° \ `mom °` Ph. (954) 970-9999
<br />\\\\\\\\
<br />-
<br />1TCOVERAGE ---- LOUVER PATON °a°a°a°a°n° -
<br />\\\\ \ 4" PITCH - 2 5/B" �WIDTH fOR LOUVERS (LOUVERS FORMED IN SAMETABLE OFCONTENTs \\\\\°RE"'°""R�" °"Oo � Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F.
<br />SHEET B DESCRIPTION1 D Deal elevations, 8 general notes """` , _.__ % Schmidt, P.E. (System ID #1 1998) for American Construction Metals based on Rule Chapter No.
<br />\\\\\ M
<br />2 Panel dotal - z L rR-)PIE 4=PANEL 0 I o
<br />_ 3 Soltit deloB and design assures - \`` O1Te 1 e D9 2 � -- -. - j ` � z 9B-72.070, Method l d of the State of Florida Product Approval, Department of Community
<br />B�+ N.T.S. - 16.00' COVERAGE
<br />-{ DATE of D1 os Affairs -Florida Building Commission.
<br />4 Sofftdelallanddesignpressures : - .69"(REF( VIEW•A-A'I4xSCAlEI sau N.T.S.
<br />5 Soffit dotal. deslpn pressures and bill of materials QUAD 4_(Q4j ° ' °" UK - 4.00" PITCH -- 2,67' WIDTIIAVAGAaLEFORLOUVERS ` Dwo. NY. JK
<br />G-4-0121o11sTWCK) WAVIM
<br />Bn LfS a PYP.1PLs1 \ ONIL BYI Vs RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial
<br />�•L FULL VENT •NARROW VENT PATTERN N
<br />o-'-0"(UI35114CK) FL-12019.1 $ 5 6 (Louvers formed In same direction an ribs) DRAWING 12 interest in the company manufacturing or distributing the product or in any other entity involved
<br />QUAD 4 PANEL FL- 12019.1
<br />� - I in the approval process of the product named herein.
<br />This product has been evaluated for use in locations adhering to the Florida Building Code (2007
<br />Edition).
<br />See Drawing No.: FL 12019.1 prepared by R W Building Consultants, Inc. and signed and sealed
<br />DESIGNFR€SSURE(PS� b Lyndon F. Schmidt P.F. (FL # 43409) for specific use parameters. ff.,1
<br />SINGLE SPAN LEN{drH Y
<br />REM
<br />DESCRIPTION
<br />MATERIAL
<br />1
<br />FASCIA .021 S' THK. AL. 3105 - Hl 4
<br />ALUMINUM
<br />2
<br />"J" CHANNEL .0155- THK. AL. 31 D5 - H24
<br />ALUMINUM
<br />3
<br />" CHANNEL .0155" THK. AL. 3104 - Hl9
<br />F"
<br />ALUMINUM
<br />5
<br />QUAD 4 PANEL .0115 OR .013S' THICK AL. 3105
<br />ALUMINUM
<br />6
<br />TRIPLE 4 PANEL (.0115 OR .0135" THICK) Al. 3105
<br />ALUMINUM
<br />7
<br /># 15 x 1-3/4" TRIM NAIL
<br />S.S.
<br />B
<br />ur GA. X 114- SS STAPLE W/ 7/8" MIN. EMBEDMENT
<br />STEEL
<br />9
<br />2" X 2-BATTEN STRIP SG=.42 OR BETTER
<br />WOOD
<br />10
<br />APA B-C- GROUP I EXT. 15/37' PLYWOOD OR BETTER
<br />WOOD
<br />11
<br />.097" DIA. T-NAIL W/ 5/8" MIN. EMBEDMENT
<br />STEEL
<br />AI ------SPAN ---- ROOF OVERHANG
<br />--- ROOF OVERHANG- Z POSITTYE., iJE�A�IVE A
<br />SPAN .,A,. $ SPAN"A"� L
<br />ROOF OVERHANG :i a +70.0 -141.0 SEE NOTE 2 L/
<br />s 1 01 ROOF ROOF �# t clw Lyndon F. Schmidt, P.E.
<br />h d lo" +60.0 60.0 a
<br />ROOF SEE DETAIL"8" A FRAMING -- FRAMING yy o FL No. 43409
<br />FR 4MING I (SHEET 31 Q l^ 12" +50.0 50.0 i4 •I
<br />At 8 a March 31, 2009
<br />I I I ALUMINUM r
<br />FASCIA
<br />FA
<br />TRM _ 14" +38.5 -38.5 TRIM 9 - q b
<br />S a 1: SCIA
<br />+30.0 30.0 /-----------
<br />- /-------- - CMU OR-------/T -j' / CMU OR
<br />----.cc. �- t-----=- / CMU DR � SOFFIT-� WOOD NOTE: SOFFIT) W000
<br />---- -
<br />--- - -- - FRAMED 1. WOOD FRAMING AND CONNECTIONS TO BE DESIGNED � FRAMED
<br />W00D DETAIL " E " BY THE ARCHITECT OR ENGINEER OF RECORD
<br />12dX3-1/4" J!,
<br />FRAMED DETAIL" - - DETAIL"G"
<br />2. 12d COMMON NAIL OR 3/16" ITW CONCRETE SCREW _
<br />H.D. GAVL. STEEL IX2 VERTICAL CONTINUOUS
<br />COMMON NAIL ®24" O.C. FRAMING (SG>0.42) DEfl�+II. " ll " BATTEN 0 CL (MIN. 1-1 /4" EMBEDMENT) 0 24" ON CENTER DETAIL " E " Sheet 1 0 �
<br />PF 1463
<br />12D.GAAk. SPAN �; SIDE VIEW - SINGLE SPAN W/F-CHANNEL SIDE VIEW - SINGLE SPAN W/3-CHANNEL
<br />" W! I-3/4" MIN. EMB. ATTACH W/ 2-8d H.D. GAw1l.. STEEL � - - ----- --- --
<br />COMMON NAILS /-COMMC 4NAIL024"O.C. SIDE VIEW - DOUBLE SPAN BATTEN J
<br />0 TOP TO ROOF FRAMING W/ 1-3/�" ,Iv11N. EMB. (Shown w/ truss/framing overhang) (Shown w/ truss/framing overhang) �
<br />(Shown w/ truss/frarriing cantilever) 2 r r - TRIM NAIL ATTACHED
<br />STAPLES INSTAIIED ®
<br />THROUGH FASCIAWOOD)
<br />0 16" O,C. MAX. IN J-CHANNEL SLOT_-
<br />B - ffi
<br />(� STAPLES INSTALLED ® �I � Ln STAPLES INSTALLED ®24" O.C. (INTO WOOD) OR T-NAIL 0 12" O.C.
<br />�J END E PANEI. AND ON F CHANNEL LEG OR T-NAIL 0 17' O.C. STAPLES LOCATED (INTO WOOD
<br />STAPLES INSTALLED 0 - _ B" D OF O.C. a.NOTE: (INTO WOOD OR MASONRYI - 24" O.C. INTO FRAMING OR MASONRY)
<br />Y / _ FOR SQUARE CUT OVERHANG, 9
<br />9 END OF PANEL AND ---- - ISEE CEIAII D)
<br />TRIM BOTTOM OF FASCIA FLAT
<br />-- -- (S S>olpptrrting Documents
<br />MAX, O.C. - - SPAN !' A
<br />----- - --" (SEE DETAIL DI ROOF OVERHANG 1 AGAINST PANEL 11 \
<br />- -- � =
<br />DETAIL .I ILL 5 6 i HEDETAIL
<br />EEET IL"G11 B
<br />e
<br />° ROOF 7�
<br />DETAIL n H n 5 6 FRAMING j - SEENOTE2 \�` / -� STAPIESINSTALIED® -
<br />-17- O.C. (INTO WOOD)
<br />TWIN $RAN11 NGTI( RESIGN RRESSURE (PSF) 1 C i IN F-CHANNEL SLOT OR T-NAIL A Drawing
<br />W/CONTINUOUS BAiTErf � 1 ----------v-
<br />t ,AF- Pvsnlyt Netly: I 1 ®17' O.C. a 1. Drawing No. FL 12019.1 prepared by R W Building Consultants, Inc. (Florida Board of
<br />TO WOOD OR MASONRY) i r
<br />1 -70.0 ( ; I i _ �_`"` __-___ Professional Engineers Certificate of Authorization No. 9813), signed and sealed by
<br />+70.0 �
<br />I, /
<br />-� Lyndon F. Schmidt, P.E.
<br />1e" +66.5 66.5 - STAKES INSTALLED 0 _ ____
<br />I�---------- WOOD
<br />CMU OR .�
<br />END OF PANEL AND r '! 10 8 11
<br />20" +60.0 60.0 8 11 FRAMED L_ (4) B Testing
<br />B'MAX.O.C. -------- ��JJ
<br />g (SEE DETAIL E, SHEET 5) -- -- $ ,L 10 ! 1, Testing per ASTM E330 02 as performed by Testing Evaluation Laboratories, inc. and as
<br />22^ +54.5 -54.5 DETAa"r' re (� I/e^MAx. 1
<br />5 i 3--1/8"MAX. i"MAx, -- Z I reported in test report TEL 01 190073, signed and sealed by Lyndon F. Schmidt, P.E.
<br />24" +50.0 50.0 r>,Tu 1 9 09 MAX. Lull t 9
<br />I scua N.T.S. 5 wo. N.. . I
<br />NOTE SIDE VIEW -DOUBLE SPAN W/BATTEN No. BYL JK IL N n Drro JK I J
<br />I. WOOD FRAMING AND CONNECTIONS TO BE DESIGNED DETAIL E DETAIL F _DETAIL G- DM m - LFS (' Ca1CUlat10I1S
<br />Rrr. Rom• Ixst. Bn LFS � ---- oRAwao rLo.I
<br />B" O.C. MAX. 5 BY THE ARCHITECT OR EINEER OF RECORD (Shown w/ truss/framing overhang) I Fascia F Channel J ChOnnel FL-12019.1 I 1. Product anchoring for tested specimens as substantiated by tested specimens reported in
<br />2. 12d COMMON NAIL OR 3 IS"frW CONCRETE SCREW
<br />(MIN. 1-1/4" EMBEDMEhLRI) 0 24" ON CENTER FL-12019. 1 1
<br />DETAIL D test report number TEL Ol 190073.
<br />a
<br />2. Additional product anchor analysis for loading conditions prepared, signed and sealed by
<br />Lyndon F. Schmidt, P.E.
<br />C Other
<br />l . Certificate of Participation issued by National Accreditation and Management Institute,
<br />certifying that American Constriction Metals is manufacturing products within a quality
<br />assurance program that complies with ISO/IEC 17020 and Guide 53. Z
<br />-- - l/
<br />Lyndon F. Schmidt, P.E.
<br />FL No. 43409
<br />March 31, 2009
<br />Limitations
<br />1. This product has been evaluated and is 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
<br />analysis.
<br />4. Wood/CMLI wall constipation, by others, must be designed to receive loads from the soffit
<br />and/or 2" X 2" batten strips.
<br />5. See drawing FL-12109.1 for size and design pressure limitations.
<br />l 1�
<br />Lyndon F. Schmidt, P.E. FF 1463 Sheet 3 of 3
<br />FL. No. 43409
<br />March 31, 2009
<br />
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