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HomeMy WebLinkAboutSUBMITTED PAPERSIA Address: 24 AQUA RA DRIVE legal Description: WINDMILL VILLAGE BY THE SEA-UNITTWO BLK A W.38. FT.OF LOT 1- (OR 3258-972)�.. HVAC — Gas Tarlk . ,•.Gas Piping Sh(itters Windows/Doors —Electric Plumbing _Sprinklers Generator Roof Total So. FtofConstruction: Sq Ft. of First Floor':_ �( T Costo.fconstruction: $ 2�/(1t� Utilities: Sewer Septic Building Height '.a•..�.a4E ..» L �. •xw.« .. r� .. V!3`�„3 -Na.me STEWART & MARY JO.DAVIS. Name:: REN..E M CANT.IN .. _ .:... .... , Address: 114 11TH:ST EAST -@&r "AFhQ;RIDASCREEN B.UILDERS:INC.: . City: TIERRA VERDE SW4! Pkt a Addrptss - 3$ W 42ND AVENUE �t� , s, , , Zip.Code' 33715 Fax: ''- F `CITY :. State: FL _ _ a^ 90' A9, j .- nm -� �. 'Phone'No, 757.573.4200 k, t,,eF , ;1,l,�z� .nry �34 z tp Code_ Fax .561.753.7634 .... Igo;.' S'1.7` 53.7734 _ E-Mail,: ... .._ ._hone Fill :in fee ;simp ie Title Holder on next. page ( if different E Mafl-: FLORIDAS.CREENBUILD EIRSCEDCOMCAST.NET from the Owner listed above) State 0r County License.Y•FL _ ff. vatue:ot: construction is 5Z5U0 or more;:a RECORDED Nonce of Commencement is:required • ' ...... . .... _.. ............. _ . e, mcement.. .... _ n NotA licaile Ap MORTGAGE.COMPANY: NotAppiicable ;Name: _ . ....... Name: Address, Address: Cit _ . Y State: Oty State- Z. _. Phone :.. Zl p Phane: SEE $f11tiPCE:TITLE°MQLDER: _ NotAppiicable: BONDING'COMPANY: Not Applicable Name. Name; Address Ad �e — -- dress city _ City: Zip Phones Z�p.'�_ -- -- — Phone." OWNER] CONTRACTOR AFFIDVIT: Application is hereby -:made to'Obtaina permit.to do the work and installation as indicated 1`certify. that no work tir. installation has commenced prior to theissuance:af a permit: 5t Lucie CountY:snakes no repres:entattor that is grantirig.a permit, uui11 authonze the permit hoIder:to build tl�e subject Structure . which is in conflict with any applicable }io171e QW[t@f5 ASSOGIatlOn:rUI bylaws or and covenants.tl at may. restrict.or prohibit such si ructure: Please consult;with yoiirHome (3wner5. Association and review:your deed for. arjy restrictions whk . may. apply In consicJerat... of the granting qi this requested permit, i da hereby agree that will, iri all respects, perform the work i accordance with t e:approVed; plans,:t e Florida Building Cpdes<and St: Lucie.;.County Arriendmoh . The following building permit applications are OkOmpt from undergoiriga full cancurrency:review:i:raorii<additions, accessory structures,:swimming pools; ferices, walls, signs; screen.rooms and accessory:usits to another slow -residential use WARNING TO:OWNER: Your fPjure to Record:a Notice of Commeni*rnent may resia your spaying;twice.:for e the tlrst inspectio t you intend to obi lencinR nark or s rdin`g your Notice of The fW of g instru �ent.was.acknowledged before me this day of (�— 2,1 ::►""'�e''•., SHERI RICHE Revised, 0�li I20I i My Comm. Expires Ma:15.204 osF,Zow,CommissionN FF 0 REVIEWS. FRONT ZONING SUPERVISOR PLANS. VEGETATION. SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW: REVIEW REVIEW REVIEW DATE _ .... RECEIVED Iq ,(�2 / �� ... ...... ........ A, 69/24/2014 08:26AM. 772-286-r605b_„ <: = FL. SCREEN BLDRS SHOP ;PAGE :01/011 ' r a � s; - .• �„ •' :.. � N ..r.ni.uial (.C)UliY '—::bA#.N'1'. LUC•l�; . CUUNY'Y ` 33 - �� °' . fait 1! 358930* 30R« aooK a :DAraE "2C9�{, 1?edprded C8/2$/2C1A: "at 1 rr i .3 ,• 1. •:i . a 3 3' - �� : - .: b' H .. j�, .\ .. ., .: �3 rt; .. 't� 3 t , .. -6• .f. x' s •I :•.ai (.�A,��j, .,,' �` 'it'i... i'• i i i Y.. 3 �.. '�•J' �3'i: Fi Y , FLQRIGA RM 91u eRR8SN6 "3: 0 . 3 I .. ••y `I F t PALM MY. FL UND t ' :•4 � PGAIATNtL'.MDFA Ts` � c t _ 4 Il►t>rstr_i(A�cet�,>Kir,ce>Vlt�rrr �'.. a', . Jho cadaroiQiidhmb� p.m'w�ice4�+t;mgonont�Mdll beRKite :a certa[n rail prpparty.•iREfa i9eotdiDoi w fh:CutQmr? 13, it,. Flar(da:SgrunL tpe lt>rowlnp. mnaaVon 4provlla04'>s�J'WsF�Cr4M+"b�+tleL•,:`:;' ti'' t t .. •, t t r,:; •� it ' , � �: �1.,eix:iaerwnorialorFsrrri(�d�w;sio�er:iei»xa:+�yLxmat�.,lfapnyk)TAxrauapweslt•s1S-0ODY�oO6�' ..1 ,4� WNDWLVki;11G•p tY.RSR OSA q:Ol7rT •f�(jST. �' LV�'1: g[bC�181ti' .- r' -1: , UAQURA ORW{NMME V%tACiE 9YTM §Fa-UMIT m!g:86 �1y�F'� ,j� �rass:crs\-n) f .. ]x'TrISR(3 A.ZS(7lAROHQS IMi'aCYYJ1►Mt t zS r .. t . +, '�I . ;\ x � i::r a n �' r•.A 3CB8GME�ICLQSUR@?M�7'F18OLl�3ROOF __ �,3 : . ' .. ].O,lamaiKTQLWAMNgR L{a9L8"iuR9D11GTIsr Gl�f86fVX'tRACCRO FORTtIF tMFAOY¢l7¢1!(: .. . .. x•Ti.tvtgaaxal:a'►ZYVARTAa1Al1YJD bAmd 2AGUA PtA DUC0,11MIMIM ACM FL 349V 5 _ r . . : rr..•••.�..wrwrw Yr� :. GM"tMt}0 tlarruarfMt!"ptrita'scLhIIiPNIWM3 iQ.\QwYliYR1.Stl»k �_ �. _.. ..... .. 3 4.A.4V0XTRACTCW4cA FLOIUDAWIlE MmulaE INC :. - , •• `;aowia�,aaas aisaswam+pAVa:Nu.�'.il�+IPA'-.�^b.es.z�omicS�L7���_ r is d � + • 5' .3 � i _ .i r , , i � :. . .J3 tr�RLTYliftaaolcGt a�•alMatyi:o. eota�da63anusY � , t .lor,tro«w9ii, � .: A-� • a ° .t: :f• • iP6t•t�riltc �- � •� � P�`.�'MaW��bV.E�_�.�- ... ... z 9 _ 1 '- } .. 51 � - � t J 1 1 � z. ¢�. ltrA9si,,gii►ura. ... ..;...;.,..yf.: _.—,.—___� �:_�' 3 , 3 •,'F:' 1 s • . { . ` a+ v + , - a7• rau]luwlah'ut 9ha lx6nfria,u* .14p.w•LY;.�'+RIIDo"wpw+inoFaa e7 otRar4aao'+:9MlrmaYOa ser'+atl aaD^�vICiO w., 3 . S$ZM 71 M 3(t)(10 VIP" staum:, 3 k ..,F-..a..a..:�MmA�j�EeMeiuLetgealAe.a:eeawa4MeAue.i,iti rw��'dCr3r+.TWtRR.. 't `• ' ` 9'i.a,lnadartioniQhimsdfahmeiRClpoadn9�,Aa: of -- ; yNi�tUma•eN?GGapi'm'IdadIr. Sa24+n-jilt (I)SbT,Fh�ke9at�n::� �.. .,- h iwy wmUco£If+sodaanRrGateael K C ,ax &=A:%Wq,OUILRER6 WC �0 bMf ElNtl AVRNI]l,�s�SItY:.ILA" of.7..reo).20 m�laleofxCoe'ofmm+Mnjweplt Qluexpfnlian elite wl;l Le lYrt Bee+Wa3uN Nr10 Yd14auttlWl'Eiti!'+tA1 QY�4: ` , �TLBATER- XN4,j-j EAIYMA�-- L1VTi4Erniunu.As-RRSdF crw .nnvec K+ Yavmt3nMOLTV, A14Q=0FLWMENL mm FROM EMExr r 3 1 u+Eiwisi%4a£FFJIDTMEi0R�00f+Ct30MG6'CpMAr'NCp.$7t1d4'n?'xji}�EFAW56TATL'+!�flN7E]plic'R: + . ' r6:Abr BTEWART DAVtIS QR HA1tY30 DAW16 ,i, .. ' .• ' - , AadO•ked�ONAMxtorIP t : s Oweai'aerlwaan't tYriatNow aad Blt;ANoay'oTt ) �: t soarof_ELQRIRA' a}marrMaaadtF) C-sooty of I !/pi?i •-• . « , ' = iFf(prAi0IR481fi1'P�IS,W6HQ11M"b6y0d titbit vll tllii •� I� r 1ar01'^%S,��S�,ID !`'_, .�_-� t • i ; ' 3 3 byy • •6YEWA$T DAV18OA MARY dA QAVIs . M ("a olwpmml Tow oaw"Eonry,..,a$omar.lustae, vwpybinG) •a (M+MOCpakiraabrlmlfof"miJ s emwuaaw -..p p F . « `ppi0n11(yKngap �o�ProdaRi4«Idmt�iamiaa typCoflemD [►oduoDi ��k��' t . • �.`'t a yjjC�r�hla,jM.�LPH1 .. sIy deco tary)'RMIse7 ' .. C�Ini11si0MikE�116M7, (!*� 7y dsrat"paeroza�.tsen�exus.tyvlblul , 's': :>t L 't . K \ N..10.1}ll. '. i ;: z -�+ (�` jt'' {S� . , • � z:i: 33 ° '! '+�JTFsi'E°-'''�Ci�t'� ). 'ts •l k: b oa . I.ti2 is ,�•{ 11sZ-ssC1iiriar •v_:v �. p 3 .. � - �: 1\ i1>' ••�'�l.y: 1•. :..'1i ��tl ylil�.: ��yy�4.�. '-4 , A�i:.\; 11\* a may• pp .. �,�1?:'�ir +s Jir.l \3 .'•r�� d.,�1 1 /•.�' i •4 - t v .. i,l�' S1; C"o-. • t'r`�;Y... Yr .,:: � _ i J .ally'• « � n.K. .uan... . Y ,. e�.�:Ta=._.'-a.."- - ' .. z • 3�•'�Dlle . JOSEPH E_ SMITH, Cain-ccOF THE CIRCUIT COURT — SAINT LUCIE CO.e__'}. FILE 3989361 OR BOOS{ 3666 PAGE 2094, Recorded 08/28/2014 at 09:00 AM Atrrna acrggp� InRUpMTO: Y&M-EVNI>K fEQa s INC PALM CITY, FL 3-Mb 010 1 ! ' as Irluf;. . u The [mdewpodlitT+e�ygivaLumleen owFm%Wv mtwll[bmwideWcaleintealpropony.sodlaeaooedaamwhhC3nptar?M Flprh%5%Iuw.lEe fblinwbtQ. latmsficc is provided in tbi Nodm pf4`pmmmmnfnL 1. DI =0110N 0? rtaorarrY a Tl dcmiplm.aPFk pmpaty A Poe oddrttd. Marcie M) TAX FOUONO: Id11$li •dm?. W gtrbj%jg tW1MMUVLLAOUSYTM41A LDCV�� LOT � nlbc uxrr 24AQUA RA OR WINDLMLL VILL.Af3E fdY 7NE aE14111dJjZlYO VLK A W 38 FT OF LOT 1• IOR 3258-072) Z. t,srtcttAL Oi6csurn Oi1MPROVIPApff' $CREEN ENCL08URE WITH BALM ROOF s. ottTtottrdaanrnnottoa taco[ttrrotrstwTlOt,tr. tltli t.idoffu CON1MC1fW fORYnBtAtPROYiattAaYr F"j sm. %.kL STRWART A VARY IA MMAa246644BA„ b.l.tuer le p�.ity: FROPERTYOWNER aN�.rd.AYawoflb aond.takboHvitl'dilraat Sam uv.a no.a •u.r.t:____..__.____— ... 4. AwrtlRltLTOKYnAIaEt FLORIDABCi{€FoNOUILOMS INC co mamorbedafbY 32096W�,�D AVQiOI PALM CITY. PL 34990 D.nao6wmbrc /56 IZA&UM 1, lRIACtV[ihpphhbty. rom dlevotprntn•CatM aatamWt ' LItGaM/ed Lobel; nonemnn.e �. wnamvftona: a�_ .... --- 4. a. LAtDMONAM& ttea•'F�r.V.S __ _��—____d 71en mmL4�—�..�.-+....,.._.. _._ 7. p®.enawld,lnd..Stm.eftlorlda4etly�medlyOwnavpa,whamnaeineanathedeemnweamay6aurradwprovldidby Shoe 713.11(1) (a) 7.. Flodds Stuatee: y.r ne..d.Aeaw FORMA 11CRe*o .arm ERS IKC ARM W42N12 AVINUIL PALM CRY- PL 34090 tMe..ao.6mebntwt.arn.r.. i51.7,'),i•173A --__ S. A. In 2MCIipa to Mmtelf or hmW t Ownordeaignsic -- - — of to recerm a copy oftlte Lieta sltadee m pnrvlded fn Sm;*m 713.13 (1) (b), Fluids Strusw . 0. PAoxtlen1wrofte m.1 etidlr d®aald byO.ev: j{ fIRIDA fCRiGJ AUI(,Q�B R1G ""I >g91ta:*•^ Ayy,±aafte .P.B' M GQi. .*:O1Na 0. Evintien dam efnetits ermmmlm—mm tlne.nphNlM dau 9All be 1 year Rom thedela efvaemdl00, nelW L r3fBNm dvA IL CdtrLtMCEMW AKm»d.TTto:CAcrs%TATRoTMCFCHAwe7RUEM &rj*AR't DAVID OR MARY JO_DAVIS 1printNoun and Provide619rofdrl"aT19aA1f9n) Stets of FLORIDA County of r/ is 4 7Te67*WnglAWwrW,lwccadmowled)leab0fbTeMeENO q/ /`� dayef Awr f �o► .._. ,._—..._._. Ary OTEWART DAVIR b audO DAYIS (nimecfpesm) Pm (q.(MOflnlhdrily.••.e.g.offtmr.trusim%4uomayin ) namepfpecyplt alfdfv,{lfart idttrumtmt wes tx _ .. _ ... •• . pettnaotlyknaxt «1'reducodrdens;rcLllOn 7ypeofl&.tlf! Frod..d A& Q J-fcltSC WffM MC60MIAN MN!ly FtAlk • lmrdf fltiilfa C JaRl�.lQ1i Igaatoreof 6MI7PaAtle) LTy w$bmy Gwm+aita;onto Hnne:ofNphry PoWiel n... Io•Iyts i STATE Of FLOAMA ST, LUCtk COUNTY ybt lAr. THISIS TO CERTIFY THAT TH9S IS AORIGINAL By. - Dais, 10/10 39dd dOHS S?ITM N33HOS -1d 9909-98Z-ZLL WdLE:tO VTOZ/90/60 I 4, ,A Kerving all �?Jfilorid a P90PERT; YADDRESS ?,i Aq,,,a Ra D,�:, JENJ�114 BEACH, lw.d, ' Wis,* SURVEY NUMBER: lolw,OMI WOPK DAI E ',wzvmv REWSION DATE-l"') ,,,,0 c PV4 A Elm v ?tirylt 2,(-,1770 NIn., ralLE SCRE ME. RG -;osm ;NDT r'AKi "0, 41N, SETBACK RE JR. UTF'D� FRONT T SIDES n CNR SIDES REAR -'NG. FASTENERSATTACHMENTS TECH. �4 (111 Feet) invil 30' ft , 7.0,N<�,VD, Vp"9", U.� AFFILIATE MEMBERS Cafe Waal' office �Zu, AA , , i is raq, I z"o is not Yalai -0,*ul r �K,Rs OF 5.71 YEY 1(TEC! 7 Mis is Fiilge L of 2 nU ! eo£ d v, Gut iAl y s ^ I t Ei At L3 SCRir^ lCratr Tf iE 4,rE5TCRLY 3R FCET L7F TNE' t'G Li7YJlNG: BCL":iN*dlt AT THE NOEcFHE.;�"`°' COPNrCR OF O': 2j BLOCK A OF NIN>~MILL VILLAGE BY THE�` CA UVET? A., PER r y,AT-iCRE+.'? PECQRt7ED IN PLh Fi{.1JK t& PAGt; 3S (3� ;..1E PUBLIC RECORDS OF ST LUC€E COUNTY, FLORIDA, RUN y� q SOL!"i H UfJ Oi 2s3" CA;7 114 f-EET sO i N.E SJUTNEfl, i i CCtkNeR flr 5A3L7 L("iT 'K^td� THE IvC}RTH Rit'sNl' fJP MY LINE Qr= RGaU:a r'?Fr vRNIE, T ENGE'i NO}ZT'!•i $4 b& %2' ?:AS 2� 54 FER q , H>r P G. C3� R CUftJE ::K:NCT,VT. TO TTxE: SOVTHWEST HAVING A RADIUS Or Efi FEET. # T6 -ENCE COh'fiPJUE fN .0. SUUTt C STrRLY RiRr.CT3O J ALOPJC, ThC.ARC OF SAIp CURVE TkROUGH A CENTRAL ANGLE OF 30'59.68" A DtSTA3v"w'".GF 4fl.5& FEETr THENf' c RJPt NORTH 32'33'24' EAST SI $ t FEET. THENCE RUN NORTH 00'03'38" WEST 1'7 FEET, nIENcr RVN SOUTH WS672" WEST. 912.17 rih T TO THE POiW OF BEGINNING. THE NORTH SIRE O•r SAID PROPERTY BORDERING ON CANAL. r+� _. ,......T .nma„ m+ .xks ....... c ..u.ax.✓......,1......-.., .,c ..1.«n.....1'�.,'�3.�^+n....<.....�-_.-..:...i.'w.8_....�v...+,.,r......r;s..ui' °du w"u=.sr4w..L'F.�m.�t �� J t y E fFi S iRiEYOR NOTcS i% i Thr. bet+nr+3 Rd to nctA of hbL mmta2(.a d2 a,F., is b a:ed oo the Notthfirlyy r+gght of wnv line of AQUA RA DRIVE lorsted ^within the WINDMI L L 1 I VILLAGE BY TIME SEA, UNIT 2, AS PER PLAT THEREOF, RECORDED IN PLAT E3GYOK lb, YAbE 31, OF THE PUBLIC RECORDS +J"r 5T LUCIE COUNTY, FLORIDA. 3r r, s+ a t, ] ^c q cyri� yi S see ; 3 3 b i L f 01 C S 'u 2 ;F S•a: SY i ..e e r .,rY.»SG,:, arC a rr ... .v-.sca"; O _,n q. ,�. t` $.:� (SaS S ? t..x a L Iry 4 Ii m< 4 C Fin' 1 0— ns € fsf iy e,jry 1 „ i 4iiiiC, 1J -- Sir.. 4 ` L. i<9i C%a itr RSrC •aa .4 ft4 or.5�. .pE r e:. { L<-!5 @ L@ IC r) .') N5'.' YC" :I.F.>d.4 3 c.cE..F!i.il' sS k:'y FLSf P�.,51 t.�,f 0di.}£:�.P.., ,. G...c. V �;. •fl.�".` .. x.el ,.0 s�i.. G, u •sue._, . .. _. .... ��.'4.n•F as � �:. r , C 1• f! a Y4 • .k,. E j I 1 1 3 f �.i 3 , �. .• WC .lS 4 4 ! W i M ..� , tvl js q v! L ..m �'R "",.w.`"`,y- ..€ <..-- .....,. rT•^��; .. '.'+=.a:, y. ..w„p., n •,.'. tea+_: drii�'w.�. ,. ,'».:.?'°"ax`. r LLar i2'ON} SbCx ihcT JR (� p RI[,I INN 1N JCI i 7N Stewart DaAy .,ad Mwy Days, ig � ;) ; ,,a } 7.'. A..,< n t- 'rk. il J a e I n �r ON c:3 J'k>L ftyiai 'tw./ f i= y d . SJY e} oile VL f..vitx11" tilU r�13 d :Ili 4 l"1R-.`E.'I I i PUTTING IN A POOL? EUILCIN;"a ANADDITION: € - eh, Y (ni' v .li G't iW 6.3l,•,rrr Lj efW> i Pike W R.iL tY r CSUILLiIPICt R FENCE'� I rei}. s a sin ;i t tm 'iSi t. �Ya.Sras. qsa rss... ulve drr'ti �: �. t£ Y P £ Ptl t 31y (i wfif •lc t-h a k •/!}may �Nl5%0' re+ u c E - '.. r4h. '.^F ,r t'f 'c>dwx isi 5: G, a. rr,«;<rr t� j e7 Ti jt f1.7L..IFG SUt°JC'}'€i'�,-.'- f N ,r. r M1 Y vtr t7 t2 to ouv IkES O Ci{IS pi'Up('riy � �-.»-�Ia . >� � tF Exa�-taL TC1C SUPVr.•5�Ot6 Is'3G '2 E.X7C dleltZipiY' HOSTSTRUCTURE ; 1 11U„ .EXISTING FASCIA 3" COMPOSITE PANEL ROOF SYSTEM LU r� z � o' 1.14"IFT SLOPE X C7 ol) 7`-V o � a 8'-1 Oil X x CV N X (� CV 2X2 (TYP) 1x2 TYP) 4--11/Z EXISTING CONCRETE PATIOW/ FTG'.S FLORIDA SCREEn BUILDERS. inn BUS; 561-753-7734;. FAX: 561-753-7634 3269 SW 42:AVE, PALM CITY, FL 34990 EMAIL: 00ridasdre,dnb*Liildett@coMd6.§t.net WESSITE: floNclascreenbuilders.com STATE. LICENSE CBC1.254609 L IE R'-R" DESIGN DATA; N -DESIGN. PER THE 201>0 F.B.0 & ASCE7-10 -ULTIMATE DESIGN WIND SPEED Vult:. 150 MPH NOMINAL DESIGN WIND SPEED Vasd: 116 MPH -RISK CATEGORY4 -EXP B APPLIED. UNIT LOADS., COMPONENT DETAILS AND FASTENING REQUIRMENTS` AS PER: THE. ATTACHED 2010 AAF DESIGN SPECIFICATIONS. APPLICABLE DETAILS ARE MARKED AS SHOWN AND ARETO: BE PART OF THE SITE. SPECIFIED DESIGN CRITERIA-POR FABRICATION: AND INSTALLATION. DIMENSI.QNS MAY'VARY D:UE TO SITE, CONDITIONS, WIDTHS, LENGTHS AND SPANS MAY-B'E.MQRE QRLESS THAN SHOWN IFTHEY ARE 'WITHIN THE ALLOWABLE DIMENSIONS SHOWN ON THE APPLICABLE TABLES AND; THE :STRUCTURE .STILL CONFORMS TO ANY APPL{CABLE:.ZONIN.G LAWS: CONCEALED FASTENERS OR ATTACHMENTS ARE THE REFONSIBUTY OF THE CONTRACTOR OF RECORD DETAIL NOTES: STEWART DAVIS .24 AQUA. RA COLOR: WHITEJENSON BEACH FL 34957 WALL. SCREEN:: 20-20 � BELOW CHAIR FALL:' 20-20 757-573-4:200 Chapter 2 - Screen Rooms GENERAL NOTES: CHAPTER 2 — SCREEN ROOMS 1) Design Pressures from ASCE7 with Internal Pressure Coefficients (GCpi) determined using Table 200, Importance Factor for Category I structures (0.87 for 100 mph zone, 0.77 for all other zones). 2) Extrusion Alloy assumed to be 6005T5 or 6061T6 unless noted otherwise 3) Concrete anchor terminology: Expansion Anchor / Sleeve Anchor / Wedge Anchors are terms for various types of compression anchors. These different terms are used synonymously in this publication. 4) "Approved Masonry Fastener" for connection to foundation must meet the following specifications for 21/2" embedment into 2,500 psi (minimum) concrete: a) 3/8" 0: allowable tension 1,055 #, shear 1,716 # b) 1/4 " 0: allowable tension 567 #, shear 394 # 5) For screen rooms constructed upon an approved lumber deck, 3/8" 0 Lag Screws embedded by 3� into SYP lumber frame can be substituted for the approved masonry fasteners specified in details C1 and C2. 6) Tables which have numeric entries versus scalar variables (e.g. spans vs. load widths, or spans vs. wall heights) may be interpolated. 7) Maximum Mean Roof Height is 30ft. Allowable Roof Panel Spans (Table 201) are for industry standard generic panel products, approved equivalent products may be substituted based upon product approval, in accordance with design pressures specified in Table 201. Screen Rooms built adjacent to Mobile Homes (the so-called "4t' wall" structure): a) select beams, columns and foundations from Chapter 5 using type I or type II as appropriate b) provide lateral stability using cables from chapter 2 or K-Braces from Chapter 1, or connection to an appropriate shear resistant structure Maximum roof slope 7° or 11/2" in 12" THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIROD BY M-LIP INSWTORS THAT MAY BE NECE36MY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. �MIANNrR ST LUCIE COUNTY BUILDING DIVISION REVIEWED FOR COMP C REVIEWED BY DATE OQ• 00 / MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0 1 Page 2 - a Chapter 2 - Screen Rooms INTRODUCTION LOADS APPLIED TO THE ROOF PANELS AND ROOF SUPPORT BEAMS DEPEND UPON THE SHAPE OF THE ROOM AND ITS ATTACHMENT TO ADJACENT SOLID WALLS. TYPE I ROOF PANEL AND BEAM SPAN TABLES ARE TYPICAL AND CAN BE APPLIED TO ANY SHAPE (TYPE I IS DEFINED AS "PARTIALLY ENCLOSED" WITH A GCpi OF 0.55). TYPE II SPAN TABLES CAN BE APPLIED IF, AND ONLY IF THE ROOM IS EITHER FREE-STANDING (NOT ATTACHED TO A HOST); OR, IS ATTACHED ON ONE SIDE ONLY AND THE LENGTH OF THE ROOM DOES NOT EXCEED THE TABLULAR VALUE IN TABLE 200 BELOW. TYPE II IS DEFINED BY THE FBC AS "ENCLOSED" WITH A GCpi OF 0.18) AND REMAINING COMPONENTS WERE DESIGNED WITH PRESSURES IN TABLE 2002.4, FBC. c 0 U U N O a Length Length ROOM EXAMPLE SHAPE 1 - ROOM EXAMPLE SHAPE 2 (BOUNDED ON MORE THAN ONE SIDE BY (BOUNDED ON ONE SIDE BY HOST, HOST, MAY NOT BE TYPE II) MAY BE TYPE II) Screen Room SHAPE TABLE Table 200 (This table applies only to rooms attached to host on one side only) TABULAR VALUES ARE MAXIMUM LENGTHS (in feet) FOR TYPE II Mean Roof Height (in feet) Projection(ft) 7 8 9 10 11 12 6 33 35 37 38 39 41 7 36 38 40 42 43 45 8 38 41 43 45 47 48 9 40 43 46 48 50 49 10 42 45 48 51 53 52 11 43 47 50 53 56 55 12 45 49 52 55 58 58 13 46 50 54 57 60 61 14 47 51 55 59 62 63 15: 48. 53 57 61 64 65 -49 54 58 62 66 65+ 50 55 59 63 65+ 65+ . . 18' . 51 56 61 65 65+ ' `' •65+ 19 . - 52 57 62 65+ 65s+', `' 65+ ` 20 52 7 58 1 63 65+ z:65+'! :.65+: How to:use this table; Find projection (in feet) and Mean Roof Height of cover under. consideration. -Rooms with lengths less than tabular value should be evaluated 'as ''Type IP when the length of the room equals or exceeds the tabluar value evaluate structure as 'Type r. Page 2 - 1 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0 Chapter 2 - Screen Rooms 'I- �'l i � C �P Y K 0 HOST STRUCTURE I II II f 3- RISER OR COMPOSITE ROOF PANELS II II II II a I LL II E GE BUMSPAN/ POST SP CI G II IT 30% I EDGE BEAM SPAN & POST SPACING 1 30% MP r REFER TO TABLES �TMAX. PLAN VIEW - SCREEN ROOM (SHED TYPE) NOTES: FOR ALLOWABLE SPANS, REFER TO: 1) KICKPLATE RAIL AND CHAIR RAIL ARE SECONDARY TABLE 201 FOR ROOF PANEL SPANS WALL MEMBERS (GIRTS), SELECT FROM TABLE 204 TABLE 202 FOR EDGE BEAMS BY WIND ZONE TABLE 203 FOR POST SPANS 2) MAXIMUM EDGE BEAM CANTILEVER IS 30% OF TABLE 204 FOR GIRT SPANS ALLOWABLE SPAN FOR SELECTED EDGE BEAM 3) MAXIMUM ROOF PANEL CANTILEVER IS 2'- 6" RISER OR COMPOSITE PANEL ROOF F- N EDGE BEAM rSEEBLE --CABLE BRA( w w w x J Z F CHAIR RAIL D L O"ei. w > KICKPLATE RAIL SEE LL U- w m w FOOTIN( o S a TABLE (-------------------- ---- ---J FRONT ELEVATION - SCREEN ROOM (SHED TYPE) ING N ELU z a � I- LL ce oLLLLJ AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0 I Page 2 - 2 2010 NOT TO BE REPRODUCED IN WHOLE OR IN m co cD N w REFER TO BOTH ROOF PANEL FASTENING AND EDGE BEAM CONNECTION DETAILS J W z u� m Q 0 w N O 0 m a r�r 0 �i ROOF (2'-6„ III MAX.) ROOF PANEL SPAN (FOR FASCIA ATTACHMENT) HOUSE ROOF IOVERHANGI ROOF PANELS PER TABLE 201 SLOPE /--( C6 _--TI----- TI- _EDGE BEAM 1 I I ROOF PANEL (REFER TO TABLE 202) I — — — = CONNECTION (SEE 2X2 HOLLOW PICAL— I I DETAILS SIDE WALL ADER) I I II ROOF PANEL CLtbR SPAN (WALL XUACHMENT) C4 + REFER TO TABLE 203 I I FOR POST DESIGN CHAIR RAIL OR KICKPLATE RAIL] i I I — — --------------� I 36" D00 IIt j(LOCATION Cl FOUNDATION I I I INCIDENTAL "F" DETAILS J I I r-TG-DESM)-- I II II - - - - - - - - - - - - - - -I L--L------------------------------------ J TYPICAL (SHED TYPE) SCREEN ROOM SECTION / SIDE VIEW NOTES: FOR ALLOWABLE SPANS, REFER TO: 1) ROOF MAY BE CONNECTED TO WALL OR FASICA PER DETAILS TABLE 201 FOR ROOF PANEL SPANS 2) MINIMUM ROOF SLOPE (FALL) 1/2" IN 12" FOR INDUSTRY STANDARD TABLE 202 FOR EDGE BEAMS 3" RISER PANELS AND 1/4" IN 12" FOR COMPOSITE PANELS TABLE 203 FOR POST SPANS 3) ALLOWABLE AVERAGE HEIGHT OF ROOM 7' - 0" (MIN.) TABLE 204 FOR GIRT SPANS w n sy cD N n cD 0 0 0 Chapter 2 - Screen Rooms s ECOPY REFER TO TABLE 203 FOR ALLOWABLE SPANS CONCRETE FASTENING PER CONNECTION DETAILS BY LOAD CONDITION (TABLE 207) 4" NOMINAL PATIO SLAB W/ 6 X 6 X 10/10 W.W.M. OR SYNTHETIC FIBERS ON WELL COMPACTED SOIL. 0 0 0o 01) F'! (CONCRETE STRENGTH TO BE MIN. OF 2,500 P.S.I.) FOOTING DETAIL (SCREEN WALL ON PATIO SLAB (ONLY) REFER TO TABLE 203 FOR ALLOWABLE SPANS CONCRETE FASTENING PER CONNECTION DETAILS BY LOAD CONDITION (TABLE 207) F1 2 4" NOMINAL PATIO SLAB W/ 6 X 6 X 10/10 W.W.M. OR SYNTHETIC FIBERS ON WELL COMPACTED SOIL. o o (CONCRETE STRENGTH TO BE MIN. OF 2,500 P.S.I.) 0 ALL Lu LL FOOTING WIDTH REFER TO TABLE 205 FOOTING DETAIL F2 (PATIO SLAB W/ MONOLITHIC EDGE FOOTING) 2 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0 1 Page 2 - 6 Chapter 2 - Screen Rooms DETAIL C1 UTILIZED FOR FOUNDATION CONNECTIONS WHERE NUMERIC VALUE IN PARENTHESIS FOR ALLOWABLE SPAN (TABLE 203) OF POST IS 1; AND, DOES NOT EXCEED SPACING VALUES IN TABLE 207 (TYPE I OR TYPE II). Cl(a) IS A SPECIAL CASE WHERE SCREEN WALL IS FASTENED TO THE TOP OF A MASONRY WALL (REFER TO Cl(a) NOTES BELOW). TO PLACE A POST ON A MASONRY WALL, IT MUST SATISFY TABLE 203, TABLE 207 AND TABLE 215. COLUMNS (POSTS/UPRIGHTS) MUST NOT EXCEED ALLOWABLE SPANS IN TABLE 203. NUMBER IN PARENTHESIS IN TABLE 203 INDICATES THE APPROPRIATE LOAD CONDITION DETAIL (Cl OR C2). 1 -POST/COLUMN 4"-2"X2"X1/8" ANGLE 4 EACH #14 SMS INTO POST WEB tJ WALL FACE PARTIAL ELEVATION C1 TYPICAL C1 POST/COLUMN AT FOUNDATION 2 T' 3" i 2X3POST/ COLUMN 3"' 2" ' Z A2"Xl/8" ANGLE 2" LONG 2 EACH #14 SMS INTO POST WEB EACH SIDE OF POST - i - ' , 1X2 OB SOLE PLATE 2 CONCRETE EXPANSION ANCHORS 3/8" 0 X 21/2" EMBEDMENT (Ya" 0 MAY NOT BE USED) SECTION / SIDE ELEVATION C1 2 CONCRETE EXPANSION ANCHORS BY 21/2" EMBEDMENT 2"X2"X1/8" ANGLE 2" LONG -1X2 OB SOLE PLATE M FACE OF SCREEN WALL fV EDGE OF FOUNDATION PLAN VIEW SECTION (W/ 1X2 SOLE PLATE) C1 TYPICAL C1 POST/COLUMN AT FOUNDATION NOTES FOR CONNECTION Cl(a): 1) Cl(a) CONNECTION WITH ONLY 2 EACH 3/8" 0 CONCRETE FASTENERS; 2) COLUMNS MUST SATISFY BOTH COLUMN SPAN TABLE 203 . AND 215 (THE LESSER OF THE TWO); 3) A 1X3 OB MAY BE SUBSTITUTED FOR THE 1X2 SOLE PLATE SHOWN. CENTER FASTENERS ON FILLED TOP COURSE POST/COLUMN 2"X2"X1/8" ANGLE 2" LONG EACH #14 SMS INTO POST 'EB EACH SIDE OF POST -SOLE PLATE TYPICAL C1 POST COLUMN C1 CONNECTION DETAIL FOR 8" CMU WALL 2 Allowable Post Heights (Spans [ft]) for 2 Each 3/8" 0Concrete Fasteners Table 215 Post Spacing in feet (Load Width) zone psf 5.0 5.5 6.0 6.5 7.0 7.5 8.0 110 13 18.5 16.8 15.4 14.2 13.2 12.3 11.5 120 15 16.0 14.5 13.3 12.3 11.4 10.7 10.0 130 18 13.3 12.1 11.1 10.3 .9.5 8.9 8.3 140 21 11.4 10.4 9.5 8.8 8.2 1 7.6 7.1 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0 1 Page 2 - 10 , Chapter 2 - Screen RoomT:I'L'E '=. OP' Column Selected i From Table 102 Concrete Expansion Anchors by 21/2" Embedment 2. 4 1X3 Sole Plate may not be 0 2" X 2" X 1/8" used witih 2X4 Posts c —Angles i 2X4 Post / Column , 3", 2" -- -- 1Ki OB Sole Plate 2'V"X1/8" Angle 2" Long _ Face of Screen Wall 4 Each #14 SMS into post web `" rn ® 2"X2"X1/8" Angle 2" Long Edge of Foundation 0 LX2 OB Sole Plate Plan View Section w 1X3 Sole Plate C2 Typical C2 Post/Column at Foundation 2 N a Column Selected 4 Concrete Expansion Anchors'/4"0 X 21/2" Embedment From Table 102 (3/8" 0 Anchors may be substituted) Concrete Expansion Anchors by 21/2" Embedment Section / Side Elevation / 2X4 Post C2 v - - - — 2" X 2" X 1/8" Angles 2 E g — M OB Sole Plate M ' Face of Screen Wall tV When 1X3 OB Sole Plate is substitu T ted; Edge of Foundation 2" 5"use 3" long angle on sole plate and 2" long angle on foundation Plan View Section w 1X2 Sole Plate C2 3" 3" 2X5 SMB Post / Column Typical C2 Post/Column at Foundation 2 I 2"X2"Xl/8" Angle 2" Long EMBEDMENT SHOWN IS 21/2' TO ACCOMODATE 31/2" ' 4 Each #14 SMS into post web PATIO SLAB, ANCHORS MAY BE EMBEDDED TO A , 0 /—TV' Xl/8" Angle 3" Long DEPTH OF 80% OF CONCRETE DEPTH 1X2 OB Sole Plate 4~Concrete Expansion Anchors 1/4"0 X 21/2" Embedment (3/8" 0 Anchors may be substituted) Section / Side Elevation / 2X5 Post C2 2 EMBEDMENT SHOWN IS 21/2" TO ACCOMODATE 31/2" PATIO SLAB, ANCHORS MAY BE EMBEDDED TO A DEPTH OF 80% OF CONCRETE DEPTH V 6" 2X6 SMB Post / Column 3-3/4" ; 4 Each #14 SMS into post web (each side) (when 1X3 Sole plate is utilized, 4" adjust angle lengths accordingly) 2 W')(l/8" Angle 2" Long 2"XX%1/8" Angle 4" Long ® i0 1)(2 OB Sole Plate - 4 Concrete Expansion Anchors V4"0 X 21/2" Embedment (3/8" 0 Anchors may be substituted) Section / Side Elevation / 2X6 Post C2 T 1 . T' 3"; , 3-3/4" ��❑ !'_7PC y 2X7 SMB Post / Column 4 Each #14 SMS into post web (each side) (when 1X3 Sole plate is utilized, adjust angle lengths accordingly) (2"X1/8" Angle 2" Long ,-- 2'V"Xl/8" Angle 4" Long IX2 OB Sole Plate N C� .. . 4 Concrete Expansion Anchors h/4"0 X 21/2" Embedment (3/8" 0 Anchors may be substituted) Section / Side Elevation / 2X7 SMB Post C2 2X7 SMB Connection Detail Cl also applies to larger columns (maintain required component sizes and fastener spacings) DETAIL C2 SHOWS THE FOUNDATION CONNECTIONS FOR VARIOUS DEPTH COLUMNS (POSTS/UPRIGHTS). COLUMNS (POSTS/UPRIGHTS) MUST NOT EXCEED ALLOWABLE SPANS IN TABLE 203. NUMBER IN PARENTHESIS IN TABLE 203 INDICATES THE APPROPRIATE LOAD CONDITION AND CONNECTION DETAIL (Cl OR C2). FOR CARRIER BEAMS SUPPORT CONNECTIONS, REFER TO TABLE 212. Page 2 - 11 I AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0 Chapter 2 - Screen Rooms 0 w U D 0 0 n. W W m O H H O Z 1" X 2" OB @ PERIMETER NOTE #1 : USE 1/4"0 X 3 LONG LAG SCREWS INTO WOOD HOST AND 1/4"0 X 21/4" LONG CONCRETE SCREWS INTO CONCRETE OR MASONRY CONSTRUCTION (1" EMBEDMENT TYPICAL) SPACING 24" O.C. AND WITHIN 6" OF EACH PERPENDICULAR MEMBER 1" X 1" X 1/16" ANGLES 2" LONG WITH 248 X 1/2" LONG S.M.S. AT EACH LEG TYPICAL EACH SIDE, TOP & BOTTOM) a • SF STR2 j: J-t+0 llGTU�E ELEMENTS '' °•. a M • • •a° +CONNECTION' WITH EXPOSED FASTENERS 1" X 2" OB @ PERIMETER REFER TO NOTE #1- THIS SHEET 2- # 10 S.M.S. FROM INSIDE FACE OF 1 X 2 OB INTO SCREW SPLINES OF 1 X 2 OB (1" EMBEDMENT MINIMUM.) REFER TO NOTE #1 - THIS SHEET PARTIAL ELEVATIONS / 1" X 2" TO v x 7" rnNNFCTTnNq Page 2 - 13 1 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0 Chapter 2 - Screen Rooms 1 X 2 OB @ PERIMETER FASTEN PER NOTE #1 2" X 2" HOLLOW HORIZONTAL (GIRT) I 1" X 1" X 1/8" ANGLES (LENGTH OF GIRT DEPTH LESS 1/2") WITH 2- #8 X 1/2" LONG S.M.S. AT EACH LEG. (TYPICAL TOP & BOTTOM) CONNECTION W/ EXPOSED FASTENERS 1 X 2 OB @ PERIMETER FASTEN PER NOTE #1 1" X 2-1/4" X 1/8" RECEIVING CHANNEL POST / COLUMN 1 X 2 OB @ PERIMETER: FASTEN PER NOTE COPY GIRT (DETERMINED BY TABLE) NOTE #1 : USE 1/4"0 X 3" LONG LAG SCREWS INTO WOOD HOST AND 1/4"0 X 21/4" LONG CONCRETE SCREWS INTO CONCRETE OR MASONRY CONSTRUCTION (1" EMBEDMENT TYPICAL) SPACING 24" O.C. AND WITHIN 6" OF EACH PERPENDICULAR MEMBER I j 12- # 10 S.M.S. FROM INSIDE FACE OF 1 X 2 OB INTO SCREW SPLINES I OF HOLLOW GIRT (1" EMBEDMENT MINIMUM.) CONNECTION W/ CONCEALED FASTENERS PARTIAL ELEVATIONS / 2 X 2 GIRT TO 1 X 2 CONNECTIONS ru AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0 1 Page 2 - 14 Chapter 2 - Screen Rooms ■I 1" X 1" X 1/8" ANGLES v 2" LONG WITH 2- #8 X 1/2" LONG S.M.S. AT EACH LEG (TYPICAL EACH SIDE, TOP & BOTTOM) i 1" X 2-1/4" X 1/8" i RECEIVING CHANNEL CHANNEL ALTERNATE POST / COLUMN CONNECTION W/ EXPOSED FASTENERS 4 - # 10 S.M.S. FROM INSIDE FACE OF POST INTO SCREW SPLINES OF HOLLOW GIRT (1-1/2" EMBEDMENT MINIMUM) ----I GIRT OR CHAIR RAIL SELF MATING POST CONNECTION W/ CONCEALED FASTENERS PARTIAL ELEVATIONS / GIRT TO POST CONNECTIONS C5,. Page 2 - 15 I AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0 f' Chapter 2 - Screen Rooms COPYROOF PANELS (SELECT �. PER TABLE 201) 7 7 7 7 7 7 7 7 7 7 0 LL o o (4)-# 10 X 4" S.M.S. INTO SCREW BOSSES HOLLOW POSTS W/ 2" X 2" HEADER ROOF PANELS (SELECT �PERTABLE 201) 2" X 2" X.046" SELF -MATING POST (4)-# 10 X 4" S.M.S. INTO SCREW BOSSES SELF -MATING POSTS W/ 2X2 HEADER POSTS TO SIDE WALL HEADER CONNECTIONS (PARTIAL ELEVATIONS @ WALL FACE) 0 zz 0 0 N O AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0 1 Page 2 - 16 Chapter 2 - Screen Rooms COLUMN (SIZE PER TABLE 203 BY WIND ZONE) 3 EACH #14 S.M.S. EACH PER CONCRETE ANCHOR o � (3/4" O.C. MIN.) 0 o O F-4 0 1" X 2" OB SOLE PLATE U O O � O Iw H r Q z. O CD N N iV TOP VIEW 2" X 3" X 5/16" ANGLE 2" LONG BOTH SIDES (LOAD CONDITION 2 ONLY) 3/8" 0 CONCRETE ANCHOR W/2-3/4" EMBEDMENT (MIN. TYPICAL) 2"X2"X1/8" ANGLE EACH SIDE COLUMN TO CONCRETE FASTENING NOTES: 1) COLUMN SHOWN IN 2" X 6" WITH 4 CONCRETE ANCHORS 2) ANGLES PLACED UPON 1X2 OB MAY BE 1/8" 3) ANGLE PLACED UPON FOUNDATION REQUIRES 5/16" 4) REFER TO DETAILS Cl & C2 FOR CONCRETE ANCHOR SPECIFICATIONS. 5) THIS VIEW TYPICAL OF BEAM SUPPORT POSTS, ANGLES AND FASTENERS AT BACK OF POST VARY BY LOAD CONDITIONS AS SHOWN ON TABLE 212. COLUMN (SIZE PER TABLE 203 BY WIND ZONE) 2"x2"x1/8" ANGLE EACH SIDE 3 EACH #14 S.M.S. EACH SIDE--\ (3/4" O.C. MIN.) 2 EACH #10 S.M.S. X 1-1/2" LONG INTO SOLE PLATE - EDGE OF CONCRETE -SCREEN 3/8!' 0 CONCRETE ANCHOR F_ W/2" EMBEDMENT (MIN.) (TYPICAL) 1" X 2" OB SOLE PLATE 2500 PSI ZA"O X 211," LONG APPROVED CONCRETE ONCRETE ANCHORS @ 24" O.C. (TYPICAL) SCREEN FACE ELEVATION C7 COLUMN TO CONCRETE FASTENING 2 Page 2 - 17 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0 Chapter 2 - Screen Rooms I II I" X 2" OB (SIDE WALL) II #10 S.M.S. X 1-1/2" LONG @ 24" O.C. 2- # 10 S.M.S. FROM INSIDE FACE OF 1" X 2" OB INTO SCREW SPLINES OF 1" X T'OB (1" EMBEDMENT MINIMUM) SEE PLAN VIEW BELOW I II ANCHORS TO FOUNDATION x R Q I uj ui- FILE COY P0 Iz 1-4 Lu CA Lu U 1-1/2" LONG #10 2" X 2" X 1/8" ANGLE S.M.S. @ 24" O.C. (TYP.) W/ #14 AND 1/4" X Y ANCHORS (TYPICAL). V X 2" (OB)W/ 1-1/2" LONG #10 S.M.S. @ 24" O.C. (TYP.) (ROOF BEARING WALL) 10 ------------------ (SCREEN FACE) EXTERIOR CORNER DETAIL (PLAN VIEW) 2" X 2" HOLLOW AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0 1 Page 2 - 18 ©COPYRIGHT 2010 NOT N cu N N Ln N O 0 m 0_ rr 0 0 ROOF PANELS (SELECT PER TABLE 201) ----------- =7----------------------- -r--r- i--r- 7--T- T- �-7--7--7--T / // / (4)-#10 X 1-1/2" S.M.S. INTO SCREW BOSSES 3" X 2" X 0.045"— --�-_._ _ _...�. _ - SECTION WRITTEN PERMISSION OF 1" X 2" X 1/8" ANGLE — W/ 2 EACH #14 S.M.S.— EACH MEMBER EACH SIDE SELF -MATING (OR SNAP) POST ROOF PANELS (SELECT PER TABLE 201) 3"X2"X0 (SCREEN FACE) ELEVATION EDGE BEAM FASTENING DETAILS 3" X 2" BEAM & SELF -MATING OR SNAP POST (3X2 HEADER DETAIL #4) OLE Chapter 2 - Screen Rooms 4 EACH #12 SMS WITH 5/8" 0 20 GAUGE STEEL WASHER (GALVANIZED OR 304 STAINLESS) W/ BONDED SELF -SEALING' -- MATERIAL (OR APPROVED EQUIVALENT) PER PANEL - 3" RISER ROOF PANEL (SELECT FROM TABLE 201) BEAM SECTION ROOF PANEL FASTENING DETAIL #1 C2 (3" RISER PANELS) 2 1/4" 0 THRU BOLT W/ 1-1/4" 0 WASHER @ 10" O.C. (TYPICAL) - 3/8" 0 BOLTS REQ-D FOR 6" THICK ROOF PANELS 0 0 0 0 0 0 0 0 0 -Q- CONTINUOUS ANGLE 2" X 2" X 1/8" FOR EDGE BEAMS FOR INTERMEDIATE BEAMS 2" X 2" X 3/16" THICK W/ #14 SMS @ 6" O.C. (TYPICAL) BEAM SELECTED FROM TABLE 202 (MAY BE HOLLOW OR 1 SELF-MATING/LAP EXTRUSION SECTION COMPOSITE ROOF PANEL (SELECT FROM TABLE 201) NOTE: THE 2"X2"Xi/8" CONTINUOUS ANGLE MAY BE ELIMINATED BY BOLTING THE COMPOSITE PANELS THRU THE SUPPORTING BEAM ROOF PANEL FASTENING DETAIL #2 C2 COMPOSIT PANELS) 2 E 0 PY AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0 1 Page 2 - 32 Chapter 2 - Screen Rooms LI 2" X 2" X 1/8" ANGLES LENGTH FULL DEPTH OF BEAMS EACH SIDE EACH END W/ I A FASTENERS INTO BEAM PER TABLE 209 ° A A ° ° a ° 'A ° 1X2 OB (ABOVE)�I 1/4" DIA X 3" LONG LAG SCREWS FOR LUMBER HOST - 1/4" DIA X 3" LONG MASONRY SCREWS FOR MASONRY HOST STRUCTURES (REFER TO TABLE 209) HOST STRUCTURE (MASONRY OR PLAN LUMBER FRAME) 1X2 OB A a a 414 G V C1 A q' A 1/4" DIA X 3" LONG LAG SCREWS FOR -� LUMBER HOST - 1/4" DIA X 3" LONG 4 4A MASONRY SCREWS FOR MASONRY HOST A a STRUCTURES (REFER TO TABLE 209) A a 211 X 2" X 1/8" ANGLES LENGTH FULL DEPTH OF BEAMS EACH SIDE EACH END W/ FASTENERS INTO BEAM PER TABLE 209 ° ° ° HOST STRUCTURE (MASONRY OR BEAM SIZE PER TABLE 202 OR 208 ELEVATION LUMBER FRAME) BEAM TO HOST WALL CONNECTION AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0 Chapter 2 - Screen Rooms ¢ COMPOSITE ROOF PANEL a (REFER TO TABLE 201) o w 0 RECEIVING CHANNEL WITH z #14 X 3/4" S.M.S. @ 10" O.C. TOP AND BOTTOM ¢ U O Ln OO OO O OO O ° a ¢ OD o O OD O O O O 0_ z EXISTING MASONRY FASTEN TO FASCIA WITH OR WOOD FRAMED a "' /a"f6 X 21/2" LAGS 12" ON CENTER HOST STRUCTUREPERIMETER WALL ALONG HEADER . 0 NOTE: FASCIA MUST BE 2" NOMINAL, 1" NOMINAL FASCIA MAY BE AUGMENTED TO 2". a w COMPOSITE ROOF PANEL CONNECTION TO HOST FASCIA W k 1 W O WHERE PROXIMITY OF HOST EAVE PROHIBITS INSTALLATION OF FASTENER INTO TOP OF PANEL,a FASTEN PANELS @ BOTTOM W/ 6 EACH #14 SMS PER PANEL (THIS APPLIES ONLY TO MAXIMUM p ROOF PANEL SPAN OF 12' AND A ROOF HEIGHT w EXISTING FASCIA OF 8', ALL OTHER APPLICATIONS REQUIRE SITE o a SPECIFIC ENGINEERING) e H w W EXISTING MASONRY OR 0 o WOOD FRAMED HOST o . o O O° O° O O O O O STRUCTURE PERIMETER WALL �O O° O O _ 000 O_ C O ° w #14 SMS 10" ON CENTER \'—'WITH EXTRUDED OR MINIMUM .040 THICKNESS 0 THRU RECEIVING CHANNEL ROOF HEADER (A.K.A. RECEIVING CHANNEL) F- INTO PANEL TOP AND BOTTOM Va"0 X 21/2" LONG LAG SCREWS FOR z LUMBER HOST 1 PER STUD - 3/8"0 X 21/2" LONG MASONRY SCREWS FOR MASONRY COMPOSITE ROOF PANEL CONNECTION TO HOST WALL HOST @ 16" O.C. r A O U COPY AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0 Chapter 2 - Screen Rooms - Exposure B ALLOWABLE SPANS for Primary Members in Screen Walls (Posts/Columns) Table 203e Wind Zone = 150 MPH Design Pressure: 18.8 PSF Exposure B FOR Screen Mesh: 20 20 Mean Roof Height Less Than or Equal to 30 ft Alloy: 6005T5/6061T6 Post/ Column Load iqtbLg6,Spacing 4'-0" 4' 6" 5'- " T-6" 1 6'-0" 1 6'-6" T-0" 7'-6" 8'-0" 2" X 2" X 0.046" X 0.046" Hollow T-2"(1) 4'-11"(1) 4'4'(1) 4'-5"(1) 4'-3"(1) 4'-1"(1) T-11"(1) T-10"(1) 3'-8"(1) 2" X 3" X 0.05" X 0.05" Hollow T-7"(1) T-2"(1) 6'-10"(1) 6'-6"(1) 6'-2"(1) 5'-11"(1) T-9"(1) T-7"(1) 5'-4"(1) 2" X 3" X 0.05" X 0.05" Snap 8'-2"(1) - " 1 7'-4"(1) 6'-11"(1) 6'-8"(1) 6'-5"(1) 6'-2"(1) 5'-11"(1) 5'-9"(1) 2" X 4" X 0.050" X 0.050" Hollow 8'-10"(1) 8' 4"(1) 7'-10"(1) T-6"(1) 7'-2"(1) 6'-11"(1) 6'-8"(1) 6'-5"(1) 6'-3"(1) 2" X 4" X 0.05" X 0.05" Snap 9'-9"(1) 9'-2 11) 8'-9"(1) 8'-4"(1) 7'-11"(1) 7'-8"(1) T-4"(1) T-1"(1) 6'-11"(1) 2" X 5" X 0.050" X 0.050" Hollow 9'-1"(1) 8'-7"(1) 8'-2"(1) T-9"(1) 7'-5"(1) 7'-2"(1) 6'-11"(1) 6'-8"(1) 6'-5"(1) 2"X4"X0.046"X0.10" SMB T-3"(1) 6'-10"(1) 6' " 1) 6' 2"(1) 5' 11"(1) 5' 8"(1) 5'-5"(1) 5' 3"(1) 5' 1"(1) 2"X5"X0.05"X0.116" SMB 9'-5"(1) 8'-10"(1) 8'-5"(1) 8'-0"(1) T-8"(1) T-4"(1) T-1"(1) 6'-10"(1) 6'-8"(1) 2"X6"X0.05"X0.12" SMB 10'-8"(1) 10'-1"(1) 9' 1) 9'-2"(1) 8'-9"(1) 8'-5"(1) 8'-1"(1) T-10"(1) T-7"(1) 2"X710.055"X0.12" SMB 12'-2"(1) 11'-6"(1) 10'-10"(1) 10'-4"(1) 9'-11"(1) 9'-6"(1) 9'-2"(2) 8-11"(2) 8-7"(2) 2-X8X.072X0.224" SMB 22'-8"(2) 21'-4"(2) 20'-3"(2) 19'-4"(2) 18'-6"(2) 17-9"(2) 17'-2"(2) 16'-7"(2) 1&-0"(2) 2"X9"X.082"X.306" SMB 28'-11"(2) 27-3"(2) 25'-10"(2) 24'-8"(2) 23'-7"(2) 22'-8"(2) 21'-10"(2) 21'-1"(2) 20'-5"(2) 2"X10"X.092"X.389" SMB 34'-11"(2) 32'-11"(2) 31'-2"(2) 29'-9"(2) 28'-6"(2) 27'-4"(2) 26'-4"(2) 25'-6"(2) 24'4'(2) 3" X 3" X 0.090" Hollow 9-9"(1) 9'-3"(1) 8'-9"(1) 8'-4"(1) T-11"(1) T-8"(1) 7-5"(1) T-2"(1) 6-11"(1) 3" X 3" X 0.125" Hollow 13'-2"(1) 1 12'-5"(1) 11'-9"(1) 11'-3"(1) 10'-9"(2) 10'-4"(2) 9'-11"(2) 9'-7"(2) 9'-4"(2) ALLOWABLE SPANS for Primary Members in Screen Walls (Posts/columns) Table 203 Wind Zone = 160 MPH Design Pressure: 21.4 PSF Exposure B FOR Screen Mesh: 20120 Mean Roof Height Less Than or Equal to 30 ft Alloy: 600ST5/6061T6 Post / Column Load Widths or Spacing 4'-0" 4'-6" 5'-0" 5'-6. 6'-0" 6'-6" T-0" 7-6" 8'-0" 2" X 2" X 0.046" X 0.046" Hollow 4'40"(1) 4'-7"(1) 4'-4"(1) 4'-2"(1) T-11"(1) T-10"(1) T-8"(1) T-7"(1) 3'-5"(1) 2" X 3" X 0.05" X 0.05" Hollow T-1"(1) 6-9"(1) 6'4'(1) 6'-1"(1) T-10"(1) 5'-7"(1) 5-5"(1) T-2"(1) 5-0"(1) 2" X 3" X 0.05" X 0.05" Snap T-8"(1) 7'-3"(1) 6-10"(1) 6-61'(1) 6'-3"(1) 5'-11"(1) 5'-9"(1) 5'-7"(1) S-5"(1) 2" X 4" X 0.050" X 0.050" Hollow 8'-3"(1) T-9"(1) 7-5"(1) T-0"(1) 6'-9"(1) 6' 6"(1) 6'-3"(1) 6'-011(1) T-10"(1) 2" X 4" X 0.05" X 0.05" Snap 9'-2"(1) 8'-7"(1) 8'-2"(1) T-10"(1) 7'-6"(1) T-2"(1) 6-11"(1) 6'-8"(1)• 0-6"(1) 2" X 5" X 0.050" X 0.050" Hollow 8'-6"(1) 8'-1"(1) 7-8"(1) T-3"(1) 6-11"(1) 6'-8"(1) 6'-5"(1) 6'-3"(1) 6-0"(1) 2"X4"X0.046"X0.10" SMB 6'-7"(1) 0-2"(1) T-11"(1) T-7(1) 5'-4"(1) T-2"(1) 4'41"(1) 4'-10"(1) 4'-8"(1) 2"X5"X0.05"X0.116" SMB 8'-8"(1) 8'-2"(1) 7-9"(1) T-4"(1) T-1"(1) 6'-9"(1) 6-6"(1) 6-4"(1) 6'-1"(1) 2"X6"X0.05"X0.12" SMB 9'-10"(1) 9'-3"(1) 8'-9"(1) 8'-4"(1) 8'-0"(1) 7'-8"(1) T-5"(1) 7'-2"(1) 6-11"(1) 2"X7"X0.055"X0.12" SMB 11'-2"(1) 10'-6"(1) 9'-11"(1) 9'-6"(1) 9'-1"(1) 8'-9"(2) 8'-5"(2) 8'-2"(2) T-11"(2) 2"X8X.072`X0.224" SMB 21'-1"(2) 19'-10"(2) 18'-10"(2) 17'-11"(2) 17'-2"(2) 16-6"(2) 15'-11"(2) 15'-5"(2) 14'-11"(2) 2"X9"X.082"X.306" SMB 26'-11"(2) 25'-5"(2) 24'-1"(2) 22'-11"(2) 21'-11"(2) 21'-2"(2) 20'-4"(2) 19'-8"(2) 19'-1"(2) 2"X10"X.092'"X.389" SMB 32'-6"(2) 30'-8"(2) 29'-1"(2) 27'-9"(2) 26'-7"(2) 25'-6"(2) 24'-7"(2) 23'-9"(2) 23'-0"(2) 3" X 3" X 0.090" Hollow 9'-2"(1) 8'-8"(1) 8'-2"(1) T-10"(1) T-6"(1) T-2"(1) 6-11"(1) 6-8"(1) 6-6"(1) 3" X 3" X 0.125" Hollow 12'-4"(1) 11'-7"(1) 11'-0"(1) 10'-6"(2) 10'-1"(2) 9'-8"(2) 9'-4"(2) 8'-11"(2) 8'-9"(2) Page 213 - 15 + AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.1 Chapter 2 - Screen Rooms - Exposure B O LL LL O z 0 U O M z ., J = Note: For Combination Sections, the 1X2 Open Back must be fastened to the accompanying edge beam F- per special fastening elevation on Page 29. LL O z O w a z rw G w s F- O a z p Note: For Combination Sections, the IX2 Open Back must be fastened to the accompanying edge beam L4 per special fastening elevation on Page 29. 0 x 3 z_ w U 0 a w W w m O F- O z 0 .� 0 N F x a O pNote: For Combination Sections, the 1X2 Open Back must be fastened to the accompanying edge beam per special fastening elevation on Page 29. COPY Page 2B - 7 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.1 ALL OWABLE SPANS for BEAMS SUPPORTDdGSOLID ROOFS in Screen Rooms TYPE I Table 202d (ASD) Applied Unit Load = 35.6 (PSF) Wind Zone= 140 MPH Exposure Category: B Alloy = 6005T5/6061T6 Single Extrusion Pro Contributing Load Width S acin ALLOWABLE SPANS for BEAMS SUPPORTING SOLID ROOFS in Screen Roams TYPE I Table 202d (ASD) Applied Unit Load = 40.9 (PSF) Wind Zone= 150 MPH Exposure Category: B Alloy = 6005T5/6061T6 Single Extrusion Profiles Contributin Load Width / Spa cin 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 2 X 2 X 0.046" Hollow 3 - 3'-Z" 2'-li" 2'-9" 2'-7" 2'-5" 2'-4" 2'-3" 3 X 2 X 0.050" Hollow 4'-3" 3'-11" 3'-8" 3'-5" 3'-3" 3'-2" 2'-11" 3 X 2 X 0.072" Hollow 5'-9" 5'-3" 4'-10" 4'-6" 4'-3" 4'-1" 3'-10" 3'-8" 2 X 4 X 0.050" Hollow - 1" 5'-5" 5'-0" 4'-8" 4'-5" 4'-2" 4'-0" 3'-10" 2X4 SMB 5'-4" 4'-il" 4'-6" 4'-3" 3'-11" 3'-9" 3'-7" 3'-5" 2X5 SMB 6'-9" 6'-2" 5'-8" 5'-4" 5'-0" 4'-9" 4'-7"" 4'-4" 2X6 SMB 7'-7" 6'-11" 6'-5" 5'-11" 5'-8" 5'-4" 5'-1" 4'-10" 2X7 SMB 9'-9" 8'-11" 8'-3" 7'-9" , 7'-3" -6'-11" 6'-7" 6'-4" 2X8 SMB 14'-10" 13'-7" 12'-6" 9'-7" Combination Sections 5' - 0" 6--0- 7' - 0" 8' - 0" 9' - 0" 10' - 0" ill - 0" 12' - 0" 2X3 HT+1X2 OB 5'-6" 5'-0" 4'-8" 4'-4" 4'-1" 3'-10" 3'-B" 3'-6" 2X4 HT+1X2 OB 6'-8" 6'-1" 5'-8" 5'-4" 4'-11" 4'-9" 4'-6" 4'-4" 2X4 SMB+1X2 OB 6'-1" 5'-6" 5'-1" 4'-9" 4'-6" 4'-3" 4'-1" 3'-il" ALLOWABLE SPANS for BEAMS SUPPORTING SOLID ROOFS in Screen Rooms TYPE I Table 202d (ASD) Applied Unit Load = 46.6 (PSF) Wind Zone= 160 MPH Exposure Category: B Alloy = 6005T5/6061T6 Single Extrusion Profiles Contributin Load Width Spa dn 5' - 0" 6' - 0" T - 0" 8' - 0" 9' - 0" !0' - 0" il' - 0" 12' - 0" 2 X 2 X 0.046" Hollow 3'-3" 2'-il" 2'-9" 2'-7" 2'-5" 2'-3" 2'-2" 2'-1" 3 X 2 X 0.050" Hollow 4'-4" 3'-il" 3'-8" 3'-5" 3'-3" 3'-1" 2'-il" 2'-10" 3 X 2 X 0.072" Hollow 5'-4" 4'-11" 4'-6" 4'-3" 4'-0" 3'-10" 3'-7" 3'-6" 2 X 4 X 0.050" Hollow 5'-7" 5'-1" 4'-9" 4'-5" 4'-2" 3'-11" 3'-9" 3'-7" 2X4 SMB 5'-0" 4'-7" 4'-3" 3'-11" 3'-9" 3'-7" 3'-5" 3'-3" 2X5 SMB 6'-4" 5'-9" 5'-4" 4'-il" 4'-9" 4'-6" 4'-3" 4'-1" 2X6 SMB 7'-1" 6'-6" 5'-11" 5'-7" S-3" 5'-0" 4'-9" 4'-7" 2X7 SMB 9'-2" 8'-4" 7'-9" 7'-3" 6'-10" 6'-6" 6'-2" 5' 2X8 SMB 13-11" 12'-8" 11'-9" 10'-11" 10'-4" 9'-10" 9'-5" 8'-11" Combination Sections 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" ill - 0" 12' - 0" 2X3 HT+1X2 OB 5'-2" 4'-8" 4'-4" 4'-1" 3'-10" 3'-8" 3'-6" 3'-4" 2X4 HT+1X2 OB 6'-3" 5'-9" 5'-4" 4'-11" 4'-8" 4'-5" 4'-3" 4'-1" 2X4 SMB+1X2 OB 5'-8" 5'-2" 4'-10" 4'-6" 4'-3" 4'-0" 3'-10" 3'-8" Chapter 2 - Screen Rooms - Exposure B Allowable Areas of Walk [Row-Thru] Exposure by Wind Zone for Lateral Cable Bracing Table 211(B) Cable Pairs Pressure=> 17.5 PSF 21.3 PSF 25.6 PSF 28.9 PSF 32.2 PSF 36.6 PSF Wind Zone=> 110 120 130 140 150 160 No cables EXPOSURE B 60 49 41 36 33 29 1 (TABULAR VAWES IN SQFT) 224 184 153 136 122 107 2 366 301 250 222 199 175 3 466 383 1 319 283 254 223 Note: This table is calculated using 20/20 screen mesh pressures, for 18/14 screen values may be multiplied by 1.136. Maximum Post Spacings (Feet) for Column Connection Detal C1 in Screen Rooms Table 207 C1-13 EXPOSURE B Attributable Roof Width Wind Zone C0 6 7 8 9 10 11 12 110 mph 26.4 22.0 18.8 16.5 14.6 13.2 12.0 11.0. 120 mph 21.6 18.0 15.4 13.5 12.0 10.8 9.8 9.0 130 mph 18.5 15.4 13.2 11.6 10.3 9.3 8.4 7.7 140 mph 16.2 13.5 11.6 10.1 9.0 8.1 7.4 6.8 150 mph 14.5 12.1 10.3 9.0 8.0 7.2 6.6 6.0 160 mph 12.7 10.6 9.1 7.9 7.1 6.4 5.8 5.3 Load Condition 2 / Detail C2 Required when Table 207 Tabular Values are Exceeded Maximum Post Spacings (Feet) for Column Connection DetaO C2 in Screen Rooms Table 207 C2-13 EXPOSURE B Attributable Roof Width Wind Zone 5 6 7 8 9 10 11 12 110 mph 39.7 33.1 28.3 24.8 22.0 19.8 18.0 16.5 120 mph 32.4 .27.0 23.2 20.3 18.0 16.2 14.7 13.5 130 mph 27.8 23.2 19.9 17.4 15.5 13.9 12.7 11.6 140 mph 24.4 20.3 1 17.4 1 15.3 1 13.6 1 12.2 1 11.1 10.2 150 mph 21.8 18.1 15.5 13.6 12.1 10.9 9.9 9.1 160 mh 19.1 15.9 13.7 12.0 10.6 9.6 8.7 8.0 Load Condition 3 / Detail C2 Required when Table 207 Tabular Values are Exceeded AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.1 ] Page 2B - 22 Chapter 2 - Screen Rooms - Exposure B Fastening Requirements - Ends of Roof Support Beams in Screen Rooms Connecting with Beams or Most Structure FOR Wind Zone = 140 MPH By Beam and Fastener Exposure Category B Room 71ype I #12 SMS #14 SMS 3/8" 1/4" 0 # Each # Each Thru Lag Screw Intermediate or Carrier Beam per Side per Side Bolts(per side(per Table 209d 1/4" 0 Masonry side 2 X 4 X 0.045 X 0.100 SMB 3 2 1 2 2 2 X 5 X 0.050 X 0.116 SMB 3 3 2 3 2 2 X 6 X 0.050 X 0.120 SMB 3 3 2 3 2 2 X 7 X 0.055 X 0.120 SMB 3 3 1 2 3 2 2 X 8 X 0.072 X 0.224 SMB 4 4 2 5 4 2 X 9 X 0.082 X 0.306 SMB 4 4 2 7 5 2 X 10 X 0.092 X 0.389 SMB 4 4 2 8 5 Double 2X9X.082X.306 SMB 6 5 3 9 7 Double 2X10X.092X.389 SMB 6 5 3 11 1 8 Fastening Requirements - Ends of Roof Support Beans in Screen Rooms Connecting with Beans or Host Structure FOR Wind Zone = ISO MPH - By Beam and Fastener Exposure Category B Room 7Vpe I #12 SMS #14 SMS 3/8" 1/4" 0 # Each # Each Thru Lag Screw Intermediate or Carrier Beam per Side RREEa Bolts r side Table 209e 1/4" 0 Masonry er 2X4XO.045X0.100SMB 3 3 2 3 2 2 X 5 X 0.050 X 0.116 SMB 3 3 2 3 2 2 X 6 X 0.050 X 0.120 SMB 3 3 2 3. 2 2 X 7 X 0.055 X 0.120 SMB 3 3 1 2 4 3 2 X 8 X 0.072 X 0.224 SMB 4 4 2 6 4 2 X 9 X 0.082 X 0.306 SMB 4 4 2 7 5 2 X 10 X 0.092 X 0.389 SMB 5 4 2 8 6 Double 2X9X.082X.306 SMB 6 6 3 10 7 Double 2XIOX.092X.389 SMB 6 6 3 12 8 Fastening Requirements - Ends of Roof Support Beans in Screen Rooms Connecting with Beans or Host Structure FOR Wind Zone = 160 MPH By Beam and Fastener Exposure Category B Room TVpe I #12 SMS #14 SMS 3/8" 1/4" 0 # Each # Each Thru Lag Screw Intermediate or Carrier Beam per Side per Side Bolts(per side Table 209f 1/4" 0 Masonry r side 2 X 4 X 0.045 X 0.100 SMB 3 3 2 3 2 2 X 5 X 0.050 X 0.116 SMB 3 3 2 3 2 2 X 6 X 0.050 X 0.120 SMB 3 3 2 4 3 2 X 7 X 0.055 X 0.120 SMB 4 3 1 2 4 3 2 X 8 X 0.072 X 0.224 SMB 4 4 2 6 4 2 X 9 X 0.082 X 0.306 SMB 5 4 2 8 5 2 X 10 X 0.092 X 0.389 SMB 5 5 2 9 6 Double 2X9X.082X.306 SMB 7 6 3 11 7 Double 2X10X.092X.389 SMB 7 6 3 12 9 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.1 1 Page 2B - 24 N C O :D W Ln Qco O N Q�tn LLI ^� r i m O L =/� V (A O 1.y = z xO W H E z O C N 00 Z 0 NLn L m 'U D Q 0 W _0CD LL N m N cf �0 d VGrdOIJ 30 NOIIVI'JOSSV WnNIwniv 3H130 NOISSIW'd3d N31MM 3H11f10H.LIM I'M NI 'dO 31OHM NI 43Jf10Odd32138 01 ION OTOZ 1HMAdOJOO L� O N oo � � � rn ao � (�N .0 � � O M I� O Lf1 ll'1 O► 00 I� L � � In 00 9 M � � d' M Lf) M 00 �O � 01 00 C� .�-� eM-1 .�-1 N c L U O O O t0 t0 � M (O d- y� p, � tp N O O n N N O O v u y 0 'p O O� Lff 00 00 N � uj 'ti O� 1� �' N *-� m N O N M M t0 00 00 *-I .O y O (0 M � � a � � � O C N CO N O of o0 � � ,1 � I� � � N +--I M 01 00 V { � QC V � O (f1 � J M N � O �' M O� N O V w � ,-i 1� lA fV +-� Qj C N rt-i ri ,--� .-� N � O J �Up O O O. O N ^ n � O O tp y� a� � N N � � Q� .Ma r�l v (j ayi d' O N �O O? 00 In O s � �; ri y m � � M lA CO L ^' i 3 � y 3 c c � N pp cr upi M lOD a Chapter 2 - Screen Rooms - Exposure B 6 Wall Heights: 8" CMU: Aluminum: Height Overall: Allowable Wall Heights (feet) 8" CMU Knee -Walls in Screen Rooms by Exposure B Wind Zone 110 120 130 140 150 160 6 6 5 4.5 4 3.5 10 9 9.5 9.5 9 9.5 16 15 14.5 14 13 13 Concrete Slab Foundations & Monolithic Total Bottom Footings (Detav F2) Table 205 Exposure B Allowable Tributary Load Widths for Solid Roofs Solid Roofs /Screen Walls Height (In) Width (In) Reinforcement 110 mph 120 mph 130 mph 140 mph 150 mph 160 mph 4" Nominal Patio Slab (only) 6-83/4" 5'- 6" 4'-81/2" 4'-13/4" T-81/4" 31- 3" 8 8 1 Each #5 10'-5112" 8'-63/4" 7'- 4" 6'-5Y4" 5'- 9" T-01/2" 8 12 2 Each #5 111- 8" 9'-61/2" 8'-21/4" 7-21/4" 6 -43/4" 5-71/2" 12 12 2 Each #5 15'- 3" 12'-53/4" 10'-81/2" 9'-43/4" 8'-41/2" 7-41/4" 12 16 2 Each #5 17'-73/4" 14'-51/4" 12'-43/4" 10'-10112" T-81/4" 8'-61/4" 16 16 2 Each #5 22'-51/4" 18'-41/4" 15- 9" 13'-93/4" 12'-33/4" 10'- 10" Continuous Perimeter Concrete Footings Table 206 Exposure B Allowable Tributary Load Widths for Solid oft Height (In) Width (In) Reinforcement 110 mph 120 mph 130 mph 140 mph 160 mph 8 8 1 Each #5 5'- 4" 4'-41/4" T-83/4" 3'-31/4" 2'- 11" 2'-63/4" 8 12 2 Each #5 7-113/4" 6-61/2" T-71/4" 4'- 11" 4'-41/2" 3'-101/4" 12 12 2 Each #5 111-113/4" 9'-93/4" 8'- 5" T-41/2" 6'- 7" 5'-91/4" 12 1 16 1 2 Each #5 15'-113/4" 13'-03/4" ll'-21/2" 9'- 10" 8'-91/4" 7'-81/2" 16 1 16 1 2 Each #5 21'-33/4" 17'-51/4" 14'-111/2" 13'-11/2" ll'-81/4" 10'-31/4" `'yam i a¢ l Page 2B - 1 I AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.1