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<br />AIVItRICA,N C0N%T9t3CT40N META S z Qrw °aaa a . $ s
<br />ease®r aaaara � 5 . - ^ W Q
<br />awa,aaara aaaarraa E DESIGNPRESSURE (PSFJ. rya H �
<br />aaaarara aaaarraa S c ` 8� 3rNC{R SPAN tEN�TFt ROOF OVERHANG ` m ❑ ❑
<br />5140 West Cidfion Street a���:Q� aaga°�a,` a 4n � r6 � � k Pas1TTv�: rIi �A7rij+ , -SPAN- „ A „ � � � � t7 ll
<br />Tam ea FL 33d3 � rat aaa � � ' � � SPAN „ A „ ROOF OVERHANG � i q h "m\ �.
<br />p a• ra a 8" +79.0 -1 d 1.Q SEE NOTE 2 : � w u� � z _ J " Q (U
<br />w n
<br />..,_�.. ROOF � � � m
<br />aaaarara _ ' - _
<br />c
<br />raaaaaar- ° ROOF /' IV, +60.0 -60.0 FRAMING �/ `j � $ 'Q ..��,,,, � ✓ : rd D
<br />Lf 4 � � L m
<br />00.
<br />r ALUMINUM I - .ALUMINUM $ 4 _ W In
<br />z FASCIA 14" +38.5 38.5 FASCIAi 9 a c E c H u (Q
<br />ALUMINUM a���F�� TRIPLE Q2 TRIr1 RM / W
<br />T 4012 j.ons THlcK1 * J t [F'1A1
<br />16" .+30.0 30.0 T4014(.0133THICKI aei1. 'i _ =.y. _WC^ `_CMU OR
<br />(flr--oNOTE:. _ SOFFIT-J _waoDLI_LUSOFFIT_J FRAMED ED 1, WOOD FRAMING AND CONNECTIONS 10 BE DESIGNED
<br />p - % BY THE ARCHITECT OR ENGINEER OF RECORD _ - p oU GENERAL NOTES &I SE'EDETAIL^F"
<br />SEE DETAIL " E" J � SEE DETAIL " G "
<br />2. 12d COMMON NAIL OR 3/16" fiW CONCRETE SCREW
<br />(MIN.1-1/4"EMBEDMENT) 24'ONCENTER SEEDETAIL"E" \ - - OD
<br />m
<br />1, This product has been evaluated and is in compliance with the Florida N
<br />raaa
<br />SIDE STEW_ SIl"9+aLE SPAN W/3-C�A4VP EL Q Ot RI
<br />Building Coda excluding the High Veioclly Hurricane Zone" (HVHZ), raraarwa , m VIE15! - SiiY�aLE SPAN W/-CFiAN6�EL �yGS� 6.:w N
<br />( / " J g) (shown w/ taws/fTam ng Overteng) 00. hl ,
<br />- Sh❑wnw tYlAss, li"arniru averhan
<br />2, Product anchors shall be as listed and spaced as shown on details, rar � � � z � 2 fu
<br />Anchor embedment t0 base material shall tab beyond wall dressing or �..•�,`qaa ra "�*,,y .1"``\�;,.' ij TRIM NAIL ATTACHED - STAPLES INSTALLED `rr�r? - _ - _ W 111
<br />5#Ucco./y�I r THROUGH FASCIA 12 O.C. (INTO WOOD) uu i
<br />Ul
<br />waraaaww rn I / I / @ 1 d^ 0,C. MAX.
<br />aarroa w z 11 F IN.1-CHANNELSLQT � � �� ❑ _m
<br />rararaa o O STAPLES INSTALLED @ 24 O.C. (INTO WOOD] OR T-NAIL 15 12' O,C. o ❑ U
<br />3. Site conditions not covered by this drawing are subject to further :sear o (n / ON F-CHANNEL LEG OR T-NAIL 0 I T O.C. STAPLES LOCATED (INTO WOOD LU W IL
<br />engineering analysis. br raA � I � 1, ' (INTO WOOD OR MASONRY) 24" D.C. INTO FRAMING OR MASONRY) � � 0
<br />as®a p `.� NOTF.-; FOR SQUARE CUT OVERHANG, 0
<br />3 @ i TRIM BOTTOM OF FASCIA FLAT AGAINST PANEL 4' .. ,.��'\ -
<br />4, Wood/CMU wall construction, by others, must be designed property to�tima° w 9' !!! + �./ /" --
<br />receive loads from the soffit and/or 2" x T batten strips.
<br />�.
<br />f• �rp� �
<br />_ - TABLE OF COIYra.idTS - �q earaa '- m.� aQ ."r _ 7 M \ STAPLES INSTALLED �' \ o Z
<br />araraara N M v �r IT0,C. I o
<br />SHEET bSCRTPTION +at. aa.aRa _ .. i (INTO WOOD) c
<br />_. - rowaara o o tNF-CHANNEL SLOT OR v r
<br />I Typlaal elevdtlans &general n<stes -. _ _ : r ar pry \ s �� .a o
<br />2 Panel detafls _ ..._ -. r ` . s e 1LsfD� _ 8 -�
<br />rra a T-NAIL ®I2 O.G.
<br />R MA5 AIRY
<br />3 Soffit details & design pressures ` \ - --'- 9 �\ ---= _ (.NTO WOOD O O ) E o q
<br />--- .. seA:.F, N.T.S. 3 l � - _ _ _ _ _ _ _ �
<br />4 Soi t details & design pressures ❑M. trr: iK m � � � _ - I � r� a
<br />5 Sotflt details, design pressures 8 bFf of materials gUAD 4 g4 gr. LFS - I
<br />P. _. ^.,-4412 t0115• THICKI ///
<br />- - - - - [v+o141atss'1ra1CK€ - vruwm°Rv.: a STAPLES INSTALLED10. � (+$ 1
<br />FL-12[ 1 S.1 END OF PANEL AND _t / rn
<br />• -- M 4L gg))
<br />sRRrr r of 5 t? &' MAX. O.C. r' U w 'o
<br />- --6 - :Consultants,Inc,.
<br />(SEE DETAIL'? STILLY 5) - 1,8., MAX . " i , �. ! J
<br />/ �� z a°
<br />LJ I ^-1/i"MAY,, -1 MAX. wTe: z Consulting and Engineering Se vices For the Building Tndusuy
<br />MAX. - i \ ti sews N.'f,S, a P.O. Box 230 Valncoe FL 335�95 Phone 813,659.9197
<br />_ l $ � p p DETAIL
<br />p f ,I �
<br />DETAIof ae DETAIL ar en DETAIL " d'°± ar - .____..-- �
<br />La4� oHK rFS- x FlvridaSaardoFPaafessionarEngineers CErtitrcateofAurharizatsonNo- 9813
<br />�rascia F Chennel S-Channel 2019.1
<br />0
<br />scer_4 OF 5
<br />i A
<br />r-- SOFFIT AIR FLOW TABU
<br />- Alft FWbV AIR FLOW \
<br />soFmrnPs soFFlr � r V $ Product
<br />e afrn usA°n.Eccan nu#] Category I�ianufaafLirQr
<br />{ Category} � rY Product Prairie
<br />I d American Construction Metals
<br />oeroreR vetrr A'a1�a,a,
<br />Rnxn.- 3.91 , 2.71 % 4'r'a�R:1 r4 .125" I � E � a o: - - W
<br />PATTrrRR Panel VV`atis soffits, 5140 West Clifton Street - "Triple 4" 3u''Quad, 4" Atun.Tinuarn Soffit - - - - -
<br />� E Tampa, FL 33634
<br />0 n 4 Phone 813.880.�4444
<br />s F44a. +'F.as'r ruu a+srcr ro wwwww` I � u � •: �
<br />Ll PAArfMrtwu 11.7'�4 I 141.161A ra'4Yi End 11.?'4 s1.18 f° %4140 P ' z ` ' 3 ~ � 17EAdJ.
<br />- --- -- -- ww N a a a a a a - 9 0 s D�scRiPTror� hiATEPJAL \
<br />�RaL 7rWt% e %%N a a o a-- �,a € S I FASCIA
<br />,D215' 155' T K. AL H14 AUJMINUM Scope: This is a Product Evaluation report issued by R VV Building. CoITultants, Inc. and Lyndon F. Schmidt, P.E. for American
<br />ucL vrarrrsviusj - S ° $ 2 "J" CHANNEL .0155" THK. AL 31D5 - f-124 SPAN " A "
<br />earreRw 13.99 i.STi"le ra�raaR I 3.89 1,.5d3ale �'rsww��. ALUMINUM - ROOF OVERHANG
<br />as Construction Metals based on Rule Chapter No. 9N-3, McAaod 1d of the State of Florida Product Approval, Department of
<br />aA a- 3 "F'CHANNEL.0155"THK,AL,3104�H19�_-- ALUMINUM Community Affairs -Florida Building Commission.
<br />I 5 QUAD 4 PANEL (.0115 ©R .0135" TFIICK) AL 3105 ALUMINUM wwwwa� a a a a aaa � �_-.�. �_
<br />6 TRIPLE4 PANEL (.0115C1R.0135"THICK) AL,3iD5 ALUMINUM FRAMING SEE DETAIL a RVV Building Consultants and Lyndon F. Schmidt P.E. do nnot lfva n
<br />as �� n n n n rT n T-T m
<br />> ° Y or will acquire financial Interest €n the company
<br />7 #t5x 1.3/4"TRIM NAIL S.S. I / (SHEET zero ,o F manufacturing Or distributing the FOdUCt or In an atfneF dSEltV oiled in r
<br />wawa LOUVER PATTERN (FILL SAME
<br />8 18' GA. X 114" SS STAPLE (W17/8" MIN. EMBEDMENT) STEEL I i m g p Y .he approval process of the product named herein.
<br />a. I S4^ _
<br />i,Zs' anw®wow (LOUVERS FORMED IN SAME c 9 2" X 2 BATTEN STRIP 5G- 42 OR BETTER �J'
<br />i�aew'�w4°a DIRECTION AS RIBS) WQQD
<br />_ I� mRE
<br />1,T �^ ®wwww` %,w % i } q 10 APA B-C- GROUP T EXT. 15/32"PLYWOOD OR BETTER WO2D
<br />0155 Mm'a0 �¢ as W 1 0 e _
<br />w��,m,me _._ --- x • Limitations:
<br />.097' DiA. T-NAIL. (ih'/ SM" MIN. FMBEDMENTj { y- STEEL ° E
<br />.76,E �� @a�po VI „ . ^ d E S qqq
<br />A' I4 z ( - ----= = \_ - = - 1. This product has been evaluated and is in compliance with the 2010 FTltarida Building Code FBC excluding the "I di V
<br />- a'4ww EW iA (.xSGAL� r-..._. "
<br />d iX2 VERTICAL / ----- / CMU OR
<br />?°wwww'a 12dX,a-I/4:, FRAMING SG�ICA SEE DETAIL "A" � --� WOOD Hurricane Zone": ( i 9 yh Velocity
<br />� FASCIA "J CHW4EL wwww�wow FULLV$IdT.NaTREPAT7kRPd i ) / (SHEETS "--' ~ FRAMED
<br />f 4 fiANf#EL a a�� r aeaq a 5 k H.D. GAL'> , STEEL ATTACH W! 2-8d ��- 12d 3-1 4 )
<br />�-J Aluminum _ Aluminum - - fLouve;a formed In some o -
<br />Alu inum R wwwwwaw direction as ribs) rat o COMMON NAiL C9 24" O,C. - COMMON NAIL$ - H.D. GALV STEEL % I CONTINUOUS
<br />a SEE DETAIL" H " -� 3
<br />ww�wsc3 a e{a� a W/ 1-3/4'MIN. EMS. ® TOP TO ROOF FRAMING i COMMON NAIL @ 24 O.C. BATTEN 0 CL 2. Product anchors shalt fee as listed and spaced as shown on details, A.v�•chcsr embedment to base material Shall be beyond watt dressing
<br />- .33"- - COYFBAvE (R��rartszr X Y _
<br />/ Wi 1-3/4" MIN, FMB. SPAN I Or Stl ICCa.
<br />s-cmeAG6ICI RIB (tYl a1 33' _, vu OUT w - r r°I®m a % -, i ei
<br />I 73" �. SIDE VIEW - DOUBLE SPAN W113ATTEN 0 4
<br />r ' nA+
<br />_iLd1 3. Site conditions not covered b drawin FL-12019.1 are subject to furtft r e:n ineerin an
<br />_ .0131.R. - as `9 (Sho an av/ gvss!f anring canhlsvet) Y y ) g analysis,
<br />F 'p N 031 (.R. 42" f I S t.,.� I / \ 1 / ®1 v�
<br />-
<br />$� STAPLES INSTALLED ® T - STAPLES INSTALLED 4. 1Vood/GfvtU wall construction, .or T _ Q Q [� [� arr'aaMra END OF PANEL AND on, _ y otyer€s, mu:�i be desinned properly to receive loads from the saftit and/or 2' X 2" batten strips.
<br />+0' _ r rn END OF PANEL AND
<br />.33" A5 ✓ � [] � U U li � �- T , "+ a z - - -- _ 8" MAX, O.C. Iy a � p
<br />�T t 0 �q h'ka4� o I C7 _ 8" MAX. O C.
<br />u' _ 0 a 0 0 � ao �® � � (� � 1 --- � (SEEDErna"J j � �� 5. See drawing FL-1 2019.1 for size and design pressure limitations. UU
<br />aPtb@aaa p n - (SEEDETAiL"J'l-^-Y
<br />33" o 0 a 0 a 0 T.
<br />RIB AND_ €NDD1TAIt5 - '4 0- tl ax`�<� - _ -
<br />6 Sea ofWn Documents:
<br />Q [i [� 0 O^ ®r I�` ff¢.^�� ��r... 6@✓@_ _ SPAN , A ., m. i3� �
<br />12" COVERAGE - " Sol d ie� I P
<br />11/16" LOUVER PATTERN a as ® �' _ P aPROOF OVERHANG 1 . Test Report iY4. TestStandard
<br />V PITCH --�-_�251M$"�wlomasAnAE'LergRtnuveRs (LOUVERS FORMED IN SAME '� ta?a, c, $ ,w, DETAIL
<br />n g� sa S b � SEE DETA1l."G ° T�^at:€f9.E4 ,. fJ.tJr3 E7['CI Signed :0 .VIP
<br />DIRECTION AS RIBS) r �� Ee r7 SHEET 4 �-
<br />r��°cere m f ROOF
<br />l TEL 01190073 ASTIM E330-02 TestingEvaluation Lab., Ene. Lyndon F. Schmidt, P.E
<br />(P 1. / - SEE NOTE 2 p O t F
<br />SP?0 I NGM RESl;1V ARESSGRE. SF FRAMING I�
<br />?J_c 4 PA E1 -� 0.389" - �a� j ry q' ❑ t -- - _t 6VECC...... n4r5 6Ait¢id PC1S€TIVE NEt`> W71V j j y N o 2. Drawing No. l�re�ar�d b�
<br />z
<br />1 ..... .�--' /
<br />_ Signed & Sealed tT
<br />_ _
<br />^- ` (REF) T6"COWRAGE �- - � �wm ,� oaT� a1�D�os ? / 16^ + I (ol o No. FL-12019.-1 R4V Building Consultants. Inc. (CA #9813) Lyndon F. Schmidt, P.E.
<br />99" REF �a.. aq < J/ 70.0 -70.0 1 yn
<br />a _ VIEW "A-A,.14 x SCALE) �'^ia°�r�® \. � �
<br />4.(a" PITCH - 2.67' --^i- WIlIDIHAY rnn;erORtatn'�s ��, ra4a a � owe, a1 JK m �" % > 1/ � q �c� i�
<br />u Pis) la" +66.5 6v.5
<br />`� - -- `"�- (g� - 1 t I 3. Calculations
<br />PFe�ared by
<br />•�` a`a°tA3 � �. � f 1 i; o o a �iclrled � Sealed fay
<br />YUttVENT'-NARRO VENT PAT � a cRrc er LFS e � � � � - �. _.a__ � - � � Anchoring -_-_ z g RV�!'Bu€Idn� Consultants, Inc.€ r #981
<br />w oRnwmc Pan: i C - g -' ( ) L.^ ldon I-_ Schmidt, P.E. (Lou°rer» Tolmsd In sonro silraoti°n ve ribs) \ m _0° 't'6().t)-(s0.{) ML OR 0e _
<br />'` FL-12a19.1 v 1 a
<br />5 QUAD 4 PANEL ` � / i _., � - � t �: w000 z
<br />22" +54.5 54.5 \ SEE DETAIL" I C; 1� FRAMED � Q � 4. Quality SEir�€iG&
<br />f [� SEE DLTAIt"13) i c' Certii5cate of Participation issued b National Accreditation and Management Institute, certifying that Arrleri� t
<br />_ �0.� 3 .0 sHc�I 3) i �, N p" Construction Metals is manufacturing products within a quality assuran e p gram that complies with {5C7/lEC 17020
<br />-- D+Ts: 1 s Ds I and Guide 53- p
<br />P RE3. - - 3EF NC)TF cvsr N.i.S. 7
<br />.!NOODfP.�taa+r;+�AND C,ONPfECTIt7NSTGBED�IGrtED F�3E VIEW R DOUBLE .SMPq W �,�T�`EN own. er, J.K
<br />- B' C.C. MAX. -- - __.. BY T} E ARCHITECT OR ENGINEER OF RECORD c -'
<br />(. hown w/ Uvgs/framing overhang) owl
<br />2, 12d COMMON HAIt.OR 3/16 ITW CONCRETE SCREW� L DETAIL 'r laP � (MIN.1-1:r4'EMEEDMENT)@24"ONCENFER ewwaora.: '�
<br />IT
<br />FL-12015.1 IJ
<br />Lyndon F. Schmidt, P.E,
<br />Ft, PE No. 13409
<br />o t M m PF 1453 ', D13/2011
<br />SPAN"A" SPAN "A" SVAN"A" Iro '�
<br />- ROOF OVERHANG - ROOF OVERHANG I ROOF OVERHANG z a m \�
<br />ROOF R00 �%---' K' St'Tsef 1 a 1
<br />FRAMING i F ` ROD` /-�-`� d m
<br />FRAMING
<br />^� :,:.-.". FRAMING
<br />ALUMINUM / 4 / /` \ a ^ ''
<br />FASCIA ALUMINUM �' , b k
<br />TRIM FASCIA, �-� G E „--- -- - - - - -
<br />TRIM e 9 o t 8
<br />r no. m
<br />L SOFFIT,--,/! /• CHUOaR SOFFIT -'� CHUOQ `� SOFFIT-�� \ 'MU
<br />OR
<br />-,-- --- ----- _.. __.. .- -------
<br />FRAMED ..-----
<br />SE"eDETAIL"A� \SEEI?EIAIL'C --' FRAMED - FRAMED
<br />�- SEE DETAIL ' A" WOOD
<br />�
<br />SEE DETAIL " B " � °
<br />SI�EDETAIL,�D:, SEE DETAIL :,C„-J -
<br />SIDE VIEW - SINGLE SPAN W/F-CHANNEL SIDE VIEW - SINGLE SPAN! W/3-CHANNELS SIDE VIEW - SINGLE SPAN W/3-CHANNEL
<br />(Shawn v/ [Hiss/framng cantilever) (Shown W/ truss/fram[;Ig cantilever) (Shown w/ truss/iraming cantilever)
<br />5T1dGtp SPA
<br />B/}1Gt}T taESl+arrPRE�SURE (PSFy TRIM NAIL ATTACHED
<br />As ' pdSfriYE MI �ATTV€ . THROUGH FASCIA NOTE: STAPLES INSTALLED @ IT O.C. (INTO WOOD) z m a
<br />@ 16" O.C. MAX, IN J CHANNEL SLOT OR T-NAIL 12 O.C.$�
<br />FOR SQUARE CUT OVERHANG, � m n �
<br />B. +70.0 141.0 ` �-TRIM BOTTOM OF FASCIA FLAT (INTO WOOD OR MASONRY) � ., g' <-
<br />AGAINST PANEL ' o
<br />10" +b0.0 b0,fl i STAPLES LOCATED �8
<br />24" O.C, INTO FRAMING -� a
<br />12" +50.0 -50.4
<br />I r
<br />14" _- +38.5 -3$. ... ` 1 STAPLESLOCAiELD j
<br />24.O,C. INTO FRAMING -'
<br />16` +30.0
<br />�Scfjl) E]NOTE: WOOD FRAMINCzANT? CONNECTIONS TO BE STAPLES INSTALLED i I 2 i I
<br />DESIGNED BY THE ARCHITECT OP. ENGINEER END OF PANEL AND
<br />OF RECORD 6"MAX,O,C.
<br />(SEE DETAIL `1 ", SHEET 5) \ `` (G �✓MAX. y ' 4
<br />3 ,
<br />DETAIL " °` I , r � - �pspppwg R o 2
<br />- Fascia y/ DETAIL Pi dM 11 � a
<br />_a a -i/tx' 1 I \' l ChcTnnegl� ILN,STAPLES INSTALLED @ 24' Q.C, (INTO WOOD) �Ohl F-CHANNEL LEG OR T-NAIL �' 1? O.C.1 MAX r t
<br />(INTO WOOD OR MASONRY) ST.APl.ES INSTALLED �^ i O C. NTO WO00) � j � 3 s, j IN _.-CHANNFL SLOT OR T-NAIL @ 17 O.i .
<br />_f \ STAPLES INSTALLED @ IT O.C. (INTO WOOD) Pt rr owe. a -- a C_
<br />I /8" MAX. � ( (° - IN F"CHANNEL SLOT OR T-NAIL 0 I T O.C. DETAIL
<br />ICHK. lir,Bra L' E;
<br />DETAIL
<br />(t0 (INTO WOOD OR MASONRY)
<br />ref +g®D'4@L rP B 1: ,l-4(Tann`ri LRIdYIIWO N0:
<br />Fascia rL--12019.1 a
<br />F-Channel CI
<br />-
<br />sHrer
<br />
|