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<br />T fy �w4w4weh H' m
<br />ACW44w+4ww $ a v) Ri
<br />- 4o4waaw N r "G, B a - - - - _ ul Ui
<br />N (( r„-,,,,, �.v,n+..nr""+.•"M.- 4w w4 5, V N d - - III M
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<br />hT6!*rf aN C IFtS t90Tid3bi PitR6 L,5 44w4 0 3a. ` Ul M
<br />h4h44+ swwww z °
<br />44444aww 444444ww fJESiGN PRESSUP,E (PSFj 1 1 W 4
<br />4Oww�94444 hA € m a S !g �`'1S _ SIN GLF,:SFANtENGTH - ROOF OVERHANG.' \ ® a CI -
<br />5f40 West Clifton Street 44whh 4w44w ° � & A
<br />Trrlpa, FL 73634 44� 4he 2 ` fi SPAN " A P®s7rNE NE...
<br />I s �."i �`
<br />�44w B" +7t3.0-.141.0 I .SEE NOTF.2 a z° -' LL (LJ
<br />Z_ 00
<br />I 44hww� - w ®` U 1
<br />i7• h4w4w444
<br />ROOF f�.� ,_'-'�^�. � { � s F A I�
<br />wwwhw44w ❑ ROOF ]D +60.0 60.0 FRAMING / ° a �+
<br />ww4wA4w to
<br />FRAMING j: = \ > n $ _
<br />} "TRIPLE
<br />f Pf "QUAD
<br />d f/ 7 � tf1
<br />f 1`y J f"1 P R4®ar4 - 12" +50.0 -50.0 : 8 N
<br />.. \� ALUMINUM /' �.�'"� - --- ____ �_:... ALUMINUM /�'/�..� � � � 'B W In
<br />yC$
<br />FASCIA �.. 14" +38,5 -3s's rATRIM ��''�' ! c Eq `° }-•i U Om
<br />, a �ic oS
<br />ALUMINUM SOFFIT' TRIFLE 4 G41 � az TRIM � � �
<br />_ g W C]
<br />T-tls(ansTHICK) r �_ T6". +30.0 s < Ul
<br />_ r-s0146o135"nf!rXl - f: - CMU OR - ` � - SOFFiT� CMU OR L1,A c W C
<br />WOOD NOTE WOOD by c
<br />/ FRAMED 1. WOOD FRAMING AND CONNECTIONS TO BE DESIGNED /t FRAMED
<br />Gl 0 0-
<br />BY THE ARCHITECT OR ENGINEER OF RECORD J p UU >- n
<br />GENERAL NOTES G SEE DETAIL SEE "� sEEDETAIL"G"0:� iN
<br />1 _ _ 2. 12d COMMON NAIL OR 3/16" ITN CONCRETE SCREW [) m
<br />A (MIN, 1-T/4" EMBEDMENT) @ 24' ON CENTER SEE DETAIL" E" Z N
<br />1, This product has been evaluated and is in compliance with the Florida �\ `�a Aw 0. - - ,��
<br />Building Code excluding the "High Velocity Hurricane Zone" (HVHZ): 44w4h4wh SIDE VIES SINGLE SPAN W/F-CHANNEL SIDE VIEW - SINGLE SPAN W13-CHANNEL J� Q >� N
<br />l i, - 4444444h Shown w/ hum/framing Overher?g) ¢ - s
<br />(Shown w( truWfiraming overhang) t .
<br />Product anchors shall be as listed and spaced as shown on details,
<br />4w4 F Z
<br />Anchor embedment to lease material shall be beyond wail dressing or 4v°, ® `. r/�j ` TRIM NAIL ATTACHED STAPLES IPtST.ALLED W m •Y
<br />stucco. 444@wi g / I / T THROUGH FASCIA 12" O,C. (INTO WOOD) o � Lu
<br />z - - J/ I ( 0 16" O,C. MAX. 1N J-CHANNEL SLUT a - -
<br />f> 4o444wh w o o STAPLES INSTALLED 2d' O.G, [INTO WOOD) OR T-NAIL @ 12` o,C. fU U Y
<br />3. Site CanditlgflS not COVE:fed t)y fhiS drawing aTEI SUb)eCt to further 4rb4w4 0 'y ` ON F-CHANNEL LEG OR T-NAIL t2" U.C. STAPLES LOCATED - Ih7TU WOOD "d - - LU
<br />-' INTO WOOD OR MASONRY 24" O.C. INTO FRAMING °- f1
<br />fI
<br />engineering analysis. w4 h ( ) (OR MASONRY) m
<br />NOTE; FOR SQUARE CUT OVERHANG,-
<br />4wwa4w TRIM BOTTOM OF FASCIA FIAT AGAINST PANEL
<br />4, Wood/CMU wall construction, by others, must be designed property to 444444ww }� , .� / -
<br />w4hh,4w4w j - -
<br />receive loads from the soffit and/or Tx 2' batten strips. 4h0.aw�a a l' /
<br />q"eh d m I ' `i
<br />TABR QF ZQNT£t 44 444 T ti a $ �� 11 a \ N
<br />' ^� a a 7 1 M � STAPLEu INSTALLED �-
<br />SH£Er f D@SCRtPT101V- _ _ - �waaro�"w.aa _ °z 1 ITO.C. (INTO WOOD) o 0
<br />I T teal elevtxtions,& general notes °Owti�4Yh. z o
<br />' -"' n .." ._ O a •..:._� - W F-CHANNEL SLOT OP,
<br />r
<br />_.. 4w4 A / i-NAIL 0 17' O.C.
<br />2 panel delolls _ _ .. - w
<br />)`-. iota. t L8,/09 0 / a�� ' / (INTO WOOD OR MASONRY, �_� ---- �
<br />3 Soffit details & design pressures sexF N. T.S. L/ 4
<br />A Soffltdetaas&desgnpressures --- � arc. ar. JK-.
<br />5 Soffit dataas, design assures & bRi of moteWls t�UAD 4 qrl °
<br />_ J 77
<br />9 pressures ewt, 9r: LFS
<br />£ _ - 04014(.D(WTHICKI
<br />APAwbtti HO,i l7-. •- o f
<br />- q�4-014 (A135 tHIEq o _ STAPLES !NSTALLED @=
<br />FI-T7.018,1 END OF PANEL AND
<br />SHErr 1 of 5 y,. MAx. O.C. (� �, + 2 N I q
<br />(SEE DETAIL 'J SHEET 4) ',� i I / �. �11
<br />I 1/B"MAx. �I � � -,�� �. Building Consultants,, Inc.
<br />-_r
<br />i /B° MAX. Imo- I" MAX. - ,.. � ! �•�.. , ( z °z -
<br />�r 1 's Ds _ Consulting and Engincering Se -"vices for the Building Industry
<br />\(� _ aeAtE: N:LS, C P.O. Boz 230 Valrico, FL 33W5 -Phone 913.6599107
<br />i /B" MAX. -�-) /.� t
<br />J DETAIL
<br />Drw. aT: UK !c
<br />r� TA•,38, E6 rr GiiG ay; L,F'S . - Florida Board of`Professional Engineers C'�tifjm(e of Authori7alion No, 9873
<br />DETAIL a, F re DETAIL" F _ _
<br />T rOSCia F-ChannPI PRAKI"a
<br />J �tTannel FL,-12019 1 0
<br />SHEET 4 cF 5
<br />/ f ,
<br />r SOFFIT AIR FLOW TABLE
<br />AIR FLOW
<br />' , AIR FLOW _ _ ..
<br />sor-PTr'm sLroFFtr rva�D' - n product _
<br />i,_ "nw w nnam �n`w`s "tee L° c m ti Category�'li� �s'a�f➢r� t�t81141fifdlir�r
<br />Product ttxd9se
<br />American Construction Metals
<br />.�J
<br />°EKT6ft Y6ti m °�a� !2s" $ a m wf panel Walls Soffits "Triple &" "flood 4" dLluraTtnusn Soffit
<br />HNtRCYY 3.91 I2JJ f° $
<br />I` PATTERN" h a°aahr mpo m a o ' e 5140 West Oti3tgr& Street
<br />SD" Tampa, FL 33634
<br />m �
<br />'r: g N� 11.74 8,15% � rvLLvarr 1,F4 18.1& J° �®aea0a®a �
<br />pkR RRN i 1 �°���� I FlT€rne �t3.680.
<br />PASTFI q
<br />I-.-�_-��'------�------ ---- - o°, as � � L� (� [l Q � � P s �,< ®ESCRIPTfOid ,w,aTEAIAL
<br />�aaa ^ 2 s ALUMINUM Scope: This is a Product Evaluation report issued b R VV Building Consultants, inc. and Lyndon F. Schmidt, P.E. for American
<br />i rs�0 $ t FASCIA A215' THK. ,AL 3105 - H14
<br />ULL V."'T mot P!tLk PENT wi ° Ci ° a C Y} T�lq
<br />e' PAttaRN 3.fi5 �.5$ /a PATr P 3.69 s^..68 A aa�a�ra y 2 "J" CHANNEL .0155" THK. AL 3105 - H24 NUM SPAN " A pQ Y t
<br />ALUMINUM ROOF t * C4 Construction Metals based on Rule Chapter No. 9N-3, Me Tod I of the State of Florida Product Approval, Department of
<br />pA -� 3 "I"' _CH AL.31U4-H19 - m
<br />a��aa�w 5 5 `< Community Affairs Florida Building Commission.
<br />a a a a a 8 QUAD d PANEL (.0i 15 OR .0135' THICK) AL 3105 _ ALUMINUM ° m _
<br />b TRIPLE 4 PANEL (.0115 OR .U135"THICK) AL 3tOS ALUMINUM ROOF `f SEE DElA!L"B" o i a tiVV Building Consultants and Lyndon F. Schmidt P.E.do ,
<br />S� a� (i n n n n n -,---.
<br />FRAMING > y not have nog will acquire financial in in the company
<br />LOUVER PATTERNIFULL$CALE) 7 #15x1-314"TRIMPJAfL SS , (SHEET
<br />i/ I 1 s g N a g manufacturing or distributing the product or in any other e a F
<br />+ a I54° - �a®a g g p y Involved in the approval Ioeess of th
<br />j� 8 ill" GA. % 1/d" SS STAPLE ��// 7/8 M(N. EMBEDMENT) STEEL i I ` / 4 pp i? duce Warned Herein.
<br />_ 1.25'-j•��"1 �`�®`0�� (LOUVERS FORMED IN SAME ° � , p(-O -
<br />amA.�a�s�� DIRECTION AS RIBS) 9 2" X 2' BATTEN STRIP SG=.42 OR BETTER
<br />p . 1.7 j� �aRaa�oBaoa I �u WOOD 9
<br />O2' i a�a®��me /
<br />0 10 APA 8 C-GROUP 1 EXT. 15/32 PLYWOOD OR BETTER WOOD 015E
<br />QI55' . .097" DiA. T-NAIL (W/ 5/6' MIN. EMBEDMENT) STEEL unrf irons.
<br />dim
<br />� i i t1 iT .(` _a i L'
<br />I I I i /~ i
<br />" OR 9" 14� -1--- _� B Q
<br />t - VIEV! A A (4 ' SCALE) � c4 1 . This 1
<br />�7 �aaa a ix2vERt1CAL-%-`--- - / CHU DR `v� p-oduct has been evaluated and is in compliance with the 2010 Fl orida Building Code (FBC) excluding the "High Velocity f
<br />SEEDETAIL"A" _f ' WOOD Hurricane Zone".
<br />FASCIA "{ GNANfdEL 0�ahoh mgW FULL VENT "NUDE PATTERN �I � 12d X 3-1/4" FRAMING ISG>0.42) � 12d X 3-1/4". (SHEET 3) _ FRAMED
<br />$ �- Aluminum -•- - - F' CHANNEL y®act L a � g � `'Louve,,A igrmed In same ,�y a H.D. GAL). STEEL ATTACH W/ 2-8d / I \
<br />Aluminum. 91um{num 3 --,nfuminum H.D.ALV STEEL `CONTINUOUS - -
<br />�s��Aa�aA�4k Elrectl'n as ribs) 4R A44�� f COMMON NAIL @ 24"O.C. -� COMMON NAILS SEE DETAIL" I -
<br />4'l:�' ! c COMMON NAIL 0 24" O.C, - BATTEN @ CL 2. Product anchors shalt be as listed and spaced as shown on details, A"- t1or embedment to base material shall be beyond wait dressing
<br />W/ I-314' MIN. EhTB. ! � TOP TO ROOF FRAMING 1
<br />�? < or stucco, _
<br />COVERAGE (R6I--� R 4Vi 1-3/4' MIN. EMB. � SPAN � i/ C,3
<br />cavEizAOFWI ri`R18(I MI �. " a.r `.,�.,® ;, .%' SIDE VIE' - DOUBLE ..SPAN / ,�7"TE�-
<br />`C.a
<br />of }3- Site conditions not covered is g o J g
<br />�•� `� \,U
<br />LR.1^ �.� �/8CShewn ovJ r;�sSiframfng cantilever) y drawin FL-120i.,.i are sub'eet to fu€#c��c en Ineering analysts. -
<br />D31 l.R., 42E h g40" cs r STAPLES INSTALLED STAPLES INSTALLED y p j3 ) 2" X 2" batten �t p0 H qEND OF ANEL a 4: Wood/Cfv}U wall construction; others, must be desi Wed ro erf r receive toads from the soffit and/or rl s.
<br />/ 40 0 a 0 a 0 ®°a4, " �h END OF PANEL AND -- - T' MAX. O.C. a LLJ
<br />C 4 °° o ° a" MAx. o.c.
<br />D
<br />_- --- SEE DETAIL „J „} v n
<br />} 4R (SEE DETAIL °J °t - I 5. See drawing F 12019,1 for sire and design pressure limitations.
<br />_ :33' 0 a aaaaa n UJ
<br />SPAN ,• A >; Suppoftngt Documents;
<br />RIB AND, END QETAILS
<br />a a a a a 4 �cA T o o DETAIL
<br />6® Ta w ROOF OVERHANG
<br />i2 C,0VERAGF LOUVER ��'° `-r' a ¢ Z - 6d TAIL � -
<br />1iJtb° pT 1 °° °®m I 7 (Jy t _>I__-. 1. Test Pef�ort N4, Teat Siandard
<br />d"PITCH P 25/8" vnon!avnn a;efoRleuveas I jL0(iVIRECTI NASRIBSAME � a® ° °� W ° F n sI j� SEEDETAIL"G" ��Stl}Lq LBtI� t� Signed b '
<br />��� DIREcnoNAsares) 4�� ®� ,� 4 E��E �/" `' isHEErai U TEL 01190079 RSTfVt E330-0 ROOF
<br />Testing Evaluation Lab-, Inc. Lyndon F_ Schmidt, P.E
<br />m g
<br />_ rYVi)d$1`,�N tENGt}t t�631GN PRES"URE (PSF).: FP.AMING �,•.. SEE NOTE 2 " V) - - - -
<br />T�oPLE d PAa`iEt -1 o.3BB" �- ° 4 0 - --1 _ wlcnrrrlcruvus aanETv. r_cssl»v 1 0 0 2. DrayTrin�i too. Prepared by ��- ! Imo° n N •-z ❑ : �_.-.- ( .. A .. :,'dE6AT?V7i-.. _ „i'� ji /
<br />151
<br />�°4Si€tned c� Sealed by � oATe Qt Dr fJs z ib" +30.0 70.0 9- No: FL-12019.1 RVV Building Consultants, Inc. CA #9813o:,16"C•OYERAGE _. , !Gt6, (REF)L/ �' I i o t LylTdon F. SctltTydt, t�.E.
<br />VIFW'A-A f4A SCALEI �.4hM' h?YR4 Sc:k>~ N.T.S. ( I I f T IL ¢ ¢
<br />4.Orr PfiC - - ^- 2,62"----�'-P-WVHAVArAn EF0Rtou�rl S ' n°A ° *3�:, Awo. w: UK m x /
<br />i F4rYS) \ ° \ \ _l1,-.,,".--n. 18.,.-, +55.5 -6b.S , e !
<br />� ( ; 3. Calculations
<br />�`reAared av
<br />l' 4`� � � 'j � o o - ironed &Sealed l3v awe �: LFs e \ rL__� -- - Tt9tt 1✓ENT'- NAxR:aty vFnlrPArTERN w - 7 _- --- --=__==.= Anchoring PVV'13ui4din Consultants, Inc.CA #38 s •
<br />__J1'_ L--_ __ - \ 31'4) g g f t Lyndon T _ Schmidt, P.E.
<br />_ __ __......_ _� Da�wax HA:
<br />i 5 t�0� tL°uvera lormsd ir. some dirastl°n an rl6a) Ln / I _. ` -
<br />2D" +603 0 -60.0 1 `� LMu OR
<br />F t. nd dt P
<br />�� FL-?2019.1 � r I ! _� � 41n0o 1
<br />SHEET 2 of 5 - - \ SEFDETAIL "I"1 FRAMED T a:. 4 Qua lty Assurance
<br />� � '\ - 22° +5�..5 -Sd.S SEE DETA.II"A' � ,� v . , � �
<br />C
<br />Z Certificate of Participation issued by National Accreditation and Mana�rnernt Institute, certifying that American
<br />14" +50.0 -5€1.0 �- l N Construction Metals is manufacturing products within a quality assural * program that complies with iSOAEC 17020,
<br />a,T . 1 s oe and Guide 53.
<br />t; aa' � I ss NC)TE,
<br />SIDE IE`It'�{ a DOUBLE SPAN f ��T`�`EN -
<br />WOOD FRAMING AND C'.ONP 1EC?IONS TC BE DESIGNED AWD, I;" UK a
<br />- BY THEARCHF[ECT OR ENGINEER OF RECORD (ST1AV.m w/ ttvssiframing overhl ng)
<br />h 2. 12d COMMON NAIL OR 3/16"." CONCRETE SCREW 014K, er, LFS
<br />D¢ 4
<br />te°E! AIL ea Ira jk11N. t I; 4" EMBEDt"TENT) W 24" ON CENTER a+amzaa no.. �
<br />- FL-12015.E o r
<br />SHEET
<br />r
<br />F.
<br />LyndonFL. PE No. Schmidt,3409 ow
<br />SPAN " A " SPAN 'A " SPAN " A " 12/13/"cL�11
<br />8 Mm PF 1463 Sheet t a 'ti a�1
<br />ROOF OVERHANG } ROOF OVERHANG �--- } ROOF OVERHANGi a �rygya
<br />ROOF I-•-�-,-_� I-�,_ (n 'm g z
<br />FRAMING '- / \ ROOF
<br />---------
<br />ROOF-- fl
<br />FRAMING
<br />NUM
<br />ALFAISCIA ALUMINUMFASCIA- z j z .. ,
<br />TRIM / TRIM
<br />r M Tq
<br />CMU OR CMU OR SOFFIT g ° 3
<br />SOFFIT WOOD 'SOFFIT CMU OR k JOIWA
<br />WOOD - - --
<br />--- - - - -
<br />--- --
<br />- -SEE DETAlL"P� \SEEDETAiI"C" � F WOOD 8 _
<br />FRAMED FRAMED SEE FRAMED o
<br />ei I SEE DETAIL ° B ' \---SCE DErAiL"D '
<br />SEE DETAIL "C
<br />SIDE VIEW - SINGLE SPAN /F---CHANNEL SIDE VIEW - SINGLE SPAN W3-CHANNELS SIDE VIEW - SINGLE SPAN W/3-CHANNEL
<br />(Shawn w/ truss/frarrIng canHlever) (Shown w/ truss/framing cantilever) _ - (Shown vY/ truss/fran!Ir!g cantiiever) c mrn y F W •' DUG. PRESSLlkE (PST)'
<br />31NGLIM
<br />Gr'SPAtd L N7}f TRIM NAIL ATTACHED
<br />A' pg5tr)VEECATTVu " THROUGH FASCIA NOTE, STAPLES INSTALLED 12" O.C. (INTO aY00D) m yLim
<br />J i6" O.C. MAX, IN J-CHANNEL SLOT OR T-NAIL 0 12" 0
<br />FOR SQUARE CUT OVERHANG, 'C'
<br />B" +70.0 -14 0 \ r- (INTO WOOD OR MASONRY
<br />t • TRIM BOTTOM OF FASCIA FLAT )
<br />( AGAINST PANEL I a o
<br />1 STAPLES LOCATED. . 8 } o
<br />i©, +60.0 -6010 r
<br />2i' O,C, IN10 FRAMING 11/1 A�
<br />1 sa.1 -50.0 12 � Y r
<br />12° � +s7�♦�
<br />14" +3E.5 -38,5 t$ STAPLES LOCATED
<br />-- - 24' O.C. INTO FRAMING ) l
<br />lo" +30.0 ! -30.0 �S , , t3..� I _w-._-� IE I �
<br />6�
<br />NOTE WOOD F(RAMINCT 1ND CONNECifONSTO BE
<br />STAPLES INSTALLED /! 2 Ia zo
<br />DESIGNED BY THE ARCHITECT OP. ENGINEER END OF.PANEL AND �_ ~ _� J � } 1- j�
<br />OF RECORD 8 MAX,O. -_- - j 1 -�� r' (9
<br />(SEE DETAIL J SHEET 5) II \� \ I ` \ ; MAX, O r a 1
<br />DETAIL
<br />z a
<br />\DETAIL A
<br />Fosc�-., -�- y as to t i
<br />s ;;iitT' w' I �- J-Channel I h„
<br />_ MAX
<br />STAPLES INSTALLED 24 O.C, (INTO WOOD) / I 5i �'{+ �� n
<br />1"MAX. " - ai z
<br />ON F-CHANNEL LEG OR T-NAIL @ 12` O,C. �' °s
<br />INTO WOOD OR MASONRY) - STAPI ES IlISTAUFD Y@i IT O.C, IiNIO WOOD) DATE: 11a�8
<br />IN ;-CHANNEEL SLOT OE T NA!L 9 ?2" T ° o,c. ..LLE: N.r.s.
<br />STAPLES INSTALLED @ 12" O.C. JINTO WOOD) 9
<br />C w n Awc, rn: JK - - -
<br />+ 1/8" FAA,`(. • -m••I �-- �'' IN F-CHANNEL SLOT OF T•NAIL @ 12 0..,. DETAIL
<br />DETAILas rr t % fill to WOOD OR.MASONRY) f d
<br />Chann 1
<br />F-Channel
<br />F aSC10
<br />sHSEr 3 of 5
<br />r
<br />
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