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<br />SJCLE 5fAN ENGit-__RUOF OVERHANG O O
<br />NEGAVVE:_Y
<br />O�"aa& A SPAN A5140 West Cliffon Street
<br />n
<br />OV ROOF ERHANG n m\
<br />Tramper, FL 33639 � �\ �®� ; �' - � � cFArI " A ' t70ILL
<br />NNN.L3-14i.0 SEE NOTE 2 -- � � " z 00
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<br />\" abaaba IN ROOF --' - ROOF P .�° 2 2 d Ln r-. '='i
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<br />asabNab RATIING
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<br />"TRIPLE 4 ►® "QUAD ti F 9r ` ��� �aba y- ,. < ------ ------ -ALUMINUM
<br />L MINUM / - a .i s L1J�
<br />r ';
<br />�' ALUMINUM - -.% 1 / E QaN
<br />\ o� PasnA ra' +38.5 3.5 TRIM -� \ ° V Q
<br />ALUMINUM SOFFIT TRIPLE 4 (74) � �� RIh, �
<br />7-4 o12 I.01 I F iNICK1 r �{ I `,______- -_ .\ �.�_.y- / _-_____-- - -
<br />T-40141.01J.9"h{iCKI D'J \ -..._ _ .. __ 76 +3Q.'fl -3Q.0- 1'- - L o'E . LJJ
<br />T_ r I ii / in x
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<br />W(700' NOTE: SOFFIT _1 J -- - W000 A '� LL
<br />3 Uv SUFFI? FRAMED
<br />a _cb / /r FRAMED 1. WOOD FRAMING AND CONNECTIONS TO BE DESIGNED Q
<br />GENERAL NpTES \ ` G o Bt THE ARCHITECT OR ENGIIrEER or RECORD
<br />SEE DEI AIL E"-J' SEF D�1Ail"'r2.12dz, - SEE DETAIL - COMMON NAIL OR .r I6' ITW CON_ REIF SCREW
<br />\ �\ & 0 (MIN. 1-1/4' EMBEDMENT) � 94' ON CENTER SEE DETAIL E -� �'� �
<br />I. 01
<br />This product hos been evahuaied and is in compliance will) the Florida �\�•, , `� \\\��'` , ..r -- - ' �� 1 �� j - It��L �,qC� j /7_�1 �A I�R�L Q N
<br />Building Code excluding the "High Velocity Hurricane Zone" lH'✓HZ), ma4bbw:bb `� ` (} x SIDE VIC - Sbt��at E �f�AN �F- F9AF�P&�L _.___---- �
<br />+baabbab o
<br />(Shown w/ t,v�/fra mLig overhefKr) rn
<br />(5hnwn wJ 7 iss, l,an J • va, , 9) �.
<br />2, Product anchors shall be as listed and spaced as shown on details,
<br />Anchor embedment to base maieiial shin) be beyond wall dressing or b� `'`' - TRIM r+An, AnACHeo srAPL=s r!sT.AneD z
<br />/ ' W .Ui in
<br />.,.\- T O.0 (INTO WOOD n o W m a
<br />Y `��`- ba'w.b "+a �- THROUGH FASCIA IN }-y l UJ
<br />stucco. �"\��� �.' 4"" �' I - -_
<br />,nbA4bRab Y F� to - \\ 9 16" O,C, MAY,
<br />"'a beobbm �t+ z `HAhINEL 51 OT
<br />NNN%NNb. ae+ o O / STAPLES INSTALLED 24 O.C.00(INTO WOOD) OR T-MAIL `J 1T O,C. _
<br />3. Site conditions riot cover©d by this drawing are subject to further �aaM� a ry --- Or: F-CHA;JNEL CEG OR ? NA;L 12" O.C. $1APLC5 LOCATED (INTO `!LOUD �d N I
<br />(L
<br />/I�j (INTO `HOOD OR MASONRY) 2a o.c. NTO FRAMIN> oa MAsor uYl R f1 �j
<br />engineering analysis. \ bs \roy{1 N Qr NOIF� FOP SOLIARE _UT ovERHANG, \ Q
<br />ablabh, j p 4 , `�_ • a ¢ / TRIM. BOTTOM OF FASCIA FL4r AGAINST PANEL 1 �..9 r
<br />4. Wood/CMU wall con3ITUCtlan. by others, must be designed property to
<br />bbb®ebb o (1 1. it II
<br />receive loads from the soffit and/or 2" x 2" Batton strips. ^ �abab o 1 r r-
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<br />rAe UP CONTENTS �ma>bw - m o E �'•) // �y I su,PLeS INSTALLED 1 o z
<br />9HEEi# DESCltIPTIQN eawaa.am H u
<br />- '_-- --. ��r,>BaAaa _ �IIh,.,� _ I p eL .LOT OR
<br />Typical elevatons &general hares 1 / --- - --- - _ =_---- -
<br />---- ` as aAQn --- - D q N w
<br />2 Panel details - ^, �� A- - s ---- - - � / I D OR MASONRY) J ^
<br />•ttF _ - . ` T-NAIL �� 1 T O.l,.
<br />ul
<br />3 Salfit deia!ls & design pressures �\ �'!\\ --
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<br />4 Soffit details design res;ures _ u G aC m
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<br />- ----- -.
<br />It
<br />', Sofflt detpils, design pres Tres & k?l11 of mafeTCIS __- t� \
<br />14012(0115-T"ICK)
<br />' _ _ �-6Q19ID135'fflk,q O SrAPCEs !NSIALI_ED 4-
<br />FL- 120 1 9. I
<br />L-r2OiH.1 n END OF PANEL AND I q (e
<br />sr1EEr 1 cr' S ¢7 - T MAX. O.C. L _ _ _ ! l�[ �- � r I J � _ � ry��q
<br />_ - .« ___ L (SEE DETAIL 'J 5! LEE* 5) l.-- -s....i `e - _. _. ,� ..•r--- 1 - t\ (`() I I� I lib' htAX .-.i Yif)) ) h,lcv^ o i
<br />e".tilAr,. n-tia. z- �%�.�C�l�lg�SiLl��s�Ilt
<br />- a tE 1 L� 09 x B Consulting and Erigincering SPT Wdres for the Building industry
<br />- -1 5, - L� - P.O. Box 230 Yakico, FL 3 54:5 Phone 8I3.659.9 147
<br />i DETAIL
<br />p {+ aw. IF9: Jk
<br />C " rr (�� �� '9 91 90 DETAII. re rt cHK. H11 LFS _ � Florida Board of Pwfessional Engineers C z. i:T-- R, of A-1hori-dt No. 9813
<br />DETAIL E,
<br />--__ C7SC,Iq -- F r=h^nn- J-ra7Unllei .- _ ..
<br />FL-1201Q o
<br />SrIEEr � CF��
<br />$Rf=FIT Alyd FLOW T01A4.e
<br />M Product:
<br />AIR FLO Ainr�ova m N sor- -tl'\ r Sub Category Manufacturer
<br />rlrrrP� r
<br />Product �ari4C�tE an _
<br />r• Mes M rn A R ap 1 6
<br />,�q T
<br />- 1 --- _. "I N.'a� \\ a a "6 ° I ° Aincrican Construction hietrzlis
<br />o �nrcrs vem rt f net }'�ailS ;3Qt'tit� �T
<br />nAnRgvv 3.91 2.T1 h \ _ 4 ; ,,, • 5140 Arest Clifton street "Triple. 4'" & "Quad 4" Alum, inum Sot�fi
<br />PATiERri I ���1�3��� D °
<br />1 . o � 4" -__. �_., .- p ...____ Tampa, i=0e 335�E vor °m °agta 8 n E d P '•
<br />ruu,r�Er ff rr,, o ra a B {
<br />�. Mnntiaw 11.74 !di,1, MaF.xrna 111 , 4- OAS, � r; • $ o q` � - ---- __.��-..-�-e__ ---- ._. -- t2tEan4 $�ts.ri�ao.�'t<t�•
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<br />r rre. x ParrFrsa I U� ^� z 2 0 \, ITEM
<br />-_ DESCRIPTION 59ATEXIAL
<br />U I FASCIA A215 1HK. AL. 3105 - N14
<br />-_T_-- --- - °� 1 - ALUMINUM a R n p Scope: This is a [product Evaluation report issued b R Vl! Building, E1 �Irl:3ultants, Inc. QTId Lyndon F. Schmidt,nU1.l VENT 1MAF LI CJ ll � C_...- _ .�..------ `-.--.�--
<br />ru�rv6Mrvnns 3,Fxg 2-561 - `� p° R c 2 J' CHANF4EL .0155" 1i'iK. A',. 3105 - H24 SPAN , A a �, o - y - Y P.E. for American
<br />-. ----- ____._._----_-----__-�- ALUMIiJUri --- ----RoaFovERFIANG = n an ry Construction Metals based on Rule Chapter No. 9N-3, Meils(:Id 3d of the State of Florida Product Approval, Department of
<br />I'ATI ERN I '- C ____-__-__ _-_ '�aFa�aaIOWR f o 3 'F' H ✓; 1
<br />-----� c Ar1NeL.oIS HK.AL.3104-FN9
<br />----- ---
<br />--- '-' ( ALUMINUM m 5 e \ o Community Affairs-Flarida Building Commission.
<br />- - -- hao®�� °� 5 QUAD 4 FAMEL .01 15 QR 0135 TFIICY) 1L 3105 ALUMINIUM
<br />- ___
<br />�gaha�wh [I 0 6 TRIPLE 4 PANEL (0115 OR 0135' THICK) AL. 3105 V - ROOF i o
<br />�- AWMItdUFi FRAMiNr,�\ .,-I-t' % (st�PET3 DEIA! B N'" a a RVlI Building Consultants and Lyndon F. Schmidt, P.E. do n f five nor will acquire financial interest in the company
<br />��o� hh f0UVffPATJERN(FULL3cALE1 #15x 1-3/4" TRIM -- --- - - --J 5.5. l `o ° ° n p manufacturing o distributing r g r s ibuting .he product or in any other er tit ' ii vol.ed in t Q t y ; he a1 praval p.ocess Of the product named herein.
<br />25'--� ��a®tea touvERs FORMED IN SAME �� 8 8 GA. X I /4' S5 STAPLE 1 J1/ 7/8' M.N. EMBEDMENT) -- - --- - i _
<br />yah°a vehh�� " DIRECTION AS RITES ti. _ STf El n u n a `(
<br />9 2 X 2 BA1TEhd STRIP a2 OR BETTER
<br />�^ I.T' � WOOD G - i• I _ c
<br />-- - -- - - __ 9
<br />10 APA 8 C- R' ' - - --- -- o 1 ORa4ehe_�-.-� GROUP EX(. N/OC7D� `-\,a
<br />- --- --
<br />` - 1 I OL3 PO
<br />p9T DIA. T NAIL (W`,r 5/g' MIN. °MBEDMEPJT) STEEL T-h a°
<br />\ . o
<br />1Limitations:
<br />76
<br />M 04'ia� VIE�iY A-A'(4xSC:A_Ei '� P o __.______ _ ___- - n L OR \ 1 This product has been evaluated and is in com iiance with the 2010 Fforir:w Building Code /F 3 IX2vEFJICA t P g BCj excluding tile "1 ligh Velocity
<br />144N 1, SEE RETAIL A _ WOOD
<br />12dA3-!14" FRAMING SG10.42 S HUfriCane lCFEle",
<br />FASCIA "J"CHANtdEC ` ,. ag0���m� FI LLe:ENT-INVEP PATTERN. ° 12tX3-1/4 SHIE1,3 FRAMED
<br />--- - P'CNANNEC 5) ; --- \\ H D GAI.V. SAFE!- ATTACH W/2-8d l 1 \ -
<br />Aluminum Alam!num 3 - �- 0 4E -, H.D.GALY. STEEL -CONTINUOUS -
<br />�J Aluminum h®9a®°a a9Wgo S�Irecllon °s ribs) `�"'"' h \,� o COM.F.40N NAIL r924"OC. _--- COMMON NA.IIc -
<br />\,q°N, v \ 4 W/ 1-314" MIN. EMR 91 TOP TO ROOF FRAMING COI.--31,0IJ NAIL rr� 24" O.C. CfE DETAII,:' II - - BATTEN CL -EL 2. PFOd UCI anchors shall be as listed and spaced as showf Orl details, FnuiC'FLo'� embedment LO ba S`? rlhdteEl?l Sllal! t)F i;BjtOl;d; 4V811 dCeSS(^g
<br />.33" coveancF fRrjE- I h4�hgyNa4AN,n - - x -x, - -- 3/4 MIN. EMB, SPAN E, l v Of STUCCO,. ...
<br />C CQYER.AGF.(REFI R19 ISYI,11 �_ RUNCVi �� �'bnrpR'Aq
<br />A\ 4, � lIySIDE VIEW - DOUBLE SPAN LgATTE-N
<br />\ 4 =1.. �a_.,l I- t- / 9 i- '_i -i . Site conditions 1 iec i
<br />D! 015I.R. ` °';�° i / sn +v hvss/fren,in �nLilev ) m �c ndition not covered by draM:inq FL-i.201a-1 are sub; t to furter oirieenng analysis.
<br />Q" , .12g sJ - _.
<br />_ I �.,..] - Noe �\�,.\ STAPLES It ISTAI I FD � s-- .il AFLE�; IfJSrfiLI[D C� g o b
<br />M or' t- I] L !� f_1 w Oa°ra -=- r , END LE RAVEL AND
<br />J 4. Wood/CMI J wall construction, by others, must be designed ro - ell y to re101 lve loads T of i 2" S
<br />o ,yap �� - _ND OF PANEL AND �� _ _, Q a �w g P p ) l n the soffit and, 2° X batten traps.
<br />fl d- �9�;�n I -- - - A" n tAx, c�.c. a Q
<br />i I ov ' ni yip o 8° NAA'(. O C. �- _ ] - , o
<br />o-.,.e� 33'; L� bN�gcAm `a o I v7 EE DETAIL"It " - i-- (SF.c DETAIL 'J ') o v, ,c f 7
<br />b5" -• fl n Q (J h a��m�,Me�' l'. ) o u- See drawing F_-1_019.1 for size and design pressure lin7itaiions.
<br />r .33` it [i l� I_] _ _ aNhyM �} '" rr _ 4 .
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<br />2 a
<br />q it I) [I CI fl \Lo
<br />Srr arYitTcrec,`nTer;t:
<br />RIB f,Np END DETAILS , ( rE �7r, I N \`. °"
<br />I t] U U �q �� a E.' o cc,, ��
<br />' �rY41
<br />l]A eq � , °'° •. �\ ! o 0 o u -- _y' E9 r+ E r-------- 1� - _ _---- - - - ROOF OVERHANG
<br />!J..('C}VERAGE --_ °a Nm°r\; aoo r DETAIL 1 1 SPAN
<br />LOUVER PAITERN e„y0 ha�'> csp i 51a a ..
<br />- w n0 �� I _ - - _- SEE DETIuI G Test Pegor �4e. Test Standard T�tirs� 1.k7cradoe Silaa�d t0WV of
<br />4 4" PITCH - - - 2 5/8" -- T---wlonl AVAI AN.E ro,R Lauveas ILOIivERS FCJRMEP IN SAME 'a �„Tpa,� ,��a �,^. c, o n _
<br />I qp �s. x l TEL 01190073 ASTM E330-02 Testing Evaluation lab. inc. Lyndon F_ Schmidt, �� I DIRECTION AS R!BSi � hR. 74°�°�'NOc �„�T o i4 rt ��Itr�O� rr tl7 tr _... - � " IEET y .G
<br />- pUUF E
<br />I 114'frr slrld' LENG)I� VESKs r PRESSOfif (rSF) I PA 11 % SEEN m f
<br />1 \ Na f" k '
<br />�- �4V, COFIFINU{JUS BATTEN
<br />NOTE 2 v,-
<br />,• 1�usrrtirA: rE:GA'fIVE I�i / o O Dia VVEn fd,_ )r� s''red t3�. dt P ..
<br />�_=-�r➢edr S_ eaPed
<br />T2fFiE d PM9dEtI__ r -L I.. ° \ `-- __- _ -- - 1_ _
<br />-'� No L-12019 1 Ftkd Building antInc. #98 I
<br />'COVERAGE = F
<br />(REr) dam ._._r__.._ o / i / / v
<br />I t�^ -_- - g nq Consultants, s, I (C 3'�' Lyndon F. Schmidt, P,E.
<br />'112 A A' 4 z SCA.L� I of rk'g A 1IN' sc:rE.�_M__. T.S, _- _ h i 5 �, ! � 1 I� ��.I rt
<br />Q- 4.(9PION Imo- 2.b2"---^f-,NIrnRAVA SF9F.FORlpu''Frs MT°,a a wr, s. Jk m `] ^' s'• s'- x ' \ \ I of 3, Calculations
<br />TeAaret� bh e' �r
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<br />so a c'rechor, os !bs \\^.� "r' p�°cynic rrr. �, I 70„ q j - �/ I )FT
<br />J _ I _ Oa. 4 L. frldOn F.-rJGtim Edt, °f�- . .
<br />��..-s (Luavern lormsd In �a FL '2D1_.' a ±._ ! - l3 (7,1.(1 � � �.--'_..` -, CMI
<br />_ 1 l r b0. _
<br />SQUAD 4 PANEL f -r I --, -------_--- �� 'r10oo-
<br />- r- 71/11
<br />._--`--- ,+---- - DETAIL I \ lll� `Rii1EC o: a 4. Quality AsshencesHEcr .- - ., ?,• .r.Bd.S -54.5 _,R ch J\ • .-.-(� � \ i% �� i 5 ) SEE UFTr IL A `� { N ,•j da `.P-- _----- _ erilticat of F�articipafican issued 'av Nati<nal Acerpditaiion and na t Institute, cerfifyin that Amer6c3rs -: __.... _..-_._ ..__aTrcr ;i! ..1t _ a�!' +50,0 5C7.0 -__ f_ I- HI,_ Construction Metals is manufacturing products within a quality assuranTae P409FOM that complies with ISOJEC 17020
<br />u i;Y4 os a and Guide 53,
<br />��- 0-c,�.F,IAx.-- �.'no cl���lur �rinLr N,=crlrJr!�Tc� �G7IGr.lEr1 S��E ��` - DOUBLE SPA ���'�"�
<br />tr
<br />-- -- {
<br />BY E t RCH[Tl ER 1. f RCC�R(`
<br />OR ENGINE __-.._
<br />VIEWRom. sl' JK
<br />Sh:rAm wJ tivss:/fiarrJnq nverl7arlq) -f � .
<br />`� rr ,- 12d HAII. OR 3116 ITV, COW,PETE SCRr_v,' p Arc, u, LFS -
<br />p t 1 " - jMl'!. 1 @ _4 ON CENTER aRnk hin nc,; -
<br />FL- J 2015. !� o
<br />HE,- -�___ _ N
<br />F /s s
<br />L'vnrJor7 F. Schmidt, P.E. _
<br />FL PF No 43408
<br />Ma 1 /13/2011
<br />Pr' 1453 Street 1 o€
<br />SPAN " A " - ROOF OVER HANG __.'F'AN A ROOF OVERI1APJcy !-„------SPAN A_"---� ROOF OVERHANG
<br />ROOF1D f
<br />FRAMING / \ FRAMING-, / �'� FF AM1f15-`.\ /�� � um V c� l2
<br />\ _ ,
<br />ALUMINUM �\ m ALUMINUM i_- --_�� , ,
<br />_ o i
<br />FhsCIA FASCIA- 9 g
<br />TRIM
<br />T RIM m ��
<br />SOFFIT- �" CNU 01T SOFFIT CMU OR `' SOFFIT-J �� "� CT1U OR e a c
<br />r WOOD ,' W000 \ WOOD E
<br />SEE DETAIL"A ' SEE 1,7F-IAII C '-- SEE DETAIL "A" /' FRAMED
<br />FRAMED FRAhiEC? p
<br />SEEDETAIL"B" `-SI^EDETAIL U -._.-
<br />SFE DETAIL' C -�
<br />SIDE VIEW - SINGLE SPAN /F- H ANNEL SIDE VIEW - SINGLE SPAN Vs7/3-'CrtIANNELS SIDE VIEW - SINGLE SPAN 1(iEr/3-CH NPIEL. �w
<br />(Shawn .v/ tnr�/frarunq Cant lever) (shown w truss/framin cantilever (Shown w 7u fran h� / g ) / / i g rantlles'er)
<br />L DFs(rslV $fNGLI SURESf�
<br />e O 14
<br />TRIM NAIL ATTACHED I n a
<br />i0 t7 14 - FOR SgUARF C.UT OV . RH AHG. DOD) A' t' THROUGH FASCIA - �� ��l 4TA I FS INSTALLED ' 2" U,C. (INTO by
<br />-PQSlTIVE l+IECZAi1V. - - \ NoTE: -p
<br />a 16" O.C. 1AX. N J HA NNEL SLOT OR LNAIL ta 12" �.
<br />B" + 1.0 V - iRuA BorTOM �F rA�cIA FuAT I 1 0
<br />INTO WOOD OR MASONRY)
<br />RY - n'+-
<br />--- --- - AGAINST PANEL I
<br />,., STAPLES f LOCATED
<br />t 77 C, INIO FRAMING-7 cl
<br />n a
<br />is +50.0 -50.0 � � \ � I f
<br />L
<br />Tall 38.-9 _;Jg�� A STAPLES I-OCA)EL I
<br />t 24 0.C. INI D FRAMING
<br />NOTE: WOOD FRAMINCI AND CONNECTIONS TO B� STAPLES INSTALLED 0 _ "- 0 ' � (% - 4 [ I� In
<br />DESIGNED BY TI fE ARCHITECT OP. ENGiNEEf; END OF PANEL AN D v _ ,e �_ `-� r � � i i Ia a - -
<br />_ 1 t N r?
<br />OF RECORD --
<br />8"MAX.O.C. T a , \ ^ 2� �8X Y nv 'I 4
<br />(SEE DETAIL "} " SHEET 5) \ \ ~ !� v
<br />1,
<br />1 1!8" hiA:Y g� / ill MAC J
<br />(ai _ DETAIL `{
<br />_ DETAIL rr C rr - F
<br />-� \ I FOSCICI / 7 i L ; -i ---„ Ra �I ..
<br />_ p Z
<br />1iFT ' � , . � � � 1-Ca➢+7nnirl � �h� '7 a 15
<br />_ c i l n
<br />f '1 I
<br />,rAPLE„ fhlSLAt.,ED 5' 2a O.C, (INTU Yf h. �, I"MAX. '
<br />, � r
<br />- ON F-CHANNEL LEG OR T-NAIL 4 IT O.C. A I L
<br />r - I n ttnre a /D9
<br />o / (INTO WOOD OR MA$ONRY) (API J IhISTAIf_FD � I o. N V . i000) -_ _
<br />aT.
<br />IN -LCH. NNO SLOT OR T NAIL 17 O C.
<br />_4' i �_ S1APL P INSTALLED 77 O.C. (INTO WOOD)
<br />q �� c11� s 7 DETAIL
<br />5 } 1/8" FIv\;( IN Fit..4NNEL _LOT OR T-NAIL rPJ 1 _' O I _-
<br />;IIJTO'INCJODORMASONRY) c K a LrS 3
<br />DETAIL CtTarrlal fir.
<br />99 i! J
<br />4
<br />rC:•-i0 1I -i 20119.'
<br />' FChanne( -"
<br />sHEFr
<br />nI --- _ ------ --- - --- ---- --- -- -- - ---- _: -_ - __ - - --- - - --- --___�
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