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Plans Addition 603 Paradise Ct - BUILT PER "2004" FLORIDA BUILDING CODE WITH "2006" SUPPLEMENTS 2X3 120 M.P.H. _ EXPOSURE "C" a- //��„ ALL SPANS 0 5'- 10" 2 4 2 4 81- b REDUCED BY .01 MULTIPLIER FOR"b" v Q REDUCED BY .94 MULTIPLIER FOR"d" = u w IU 2X3 0 1In 6" KICKPLATE IT LA ETH I X CITY OF ATLANTIC B — _ BOLDING +�N NG } QCT 2001 In _ 5 I I � $ m c- jKp 15 i BY- FILEIn Roofn < —oe z , poi i w m &✓ wi Lu � Z . N U < m � � U � Q 6'-7 112 � o - xxx x T. L.W. o77 N o'_9.. �- 31, x 48" x .030 �c�o� -- �, o c co W Roof X N - N w m AN ICOM P051TE GOOF �-- o w z z 5 .� � cn _ 0 0 CL U � Q w f= cn LANAI x m , (n — � cn A, 4 07 w r fn. , i ion Guid Forrports and Screen Glass&Vinyl Rooms SITE EXPOSURE EVALUATION FORM J w r Ira, Design Check List for Screen/Vinyl Roams Inspect 0 Ys No 1. Design SMS 1.Check the building permit icer thei -.__.__.__._ MardutsI by . . . — — ' `u These plane have been dsalyned b accordance with the Aluminum Slntchxee Design a.Permit sand 8 address. as — 1 pllanee with the 20D4 Fbrka Bull' Code Edition with 2008 Lawrance E.Bennett and are)n sere dbg 6.Approved drawings and addendiN� �� I Design c.Plot plan or survey . - . . . 1 Supplements chapter 20,ASM35 and The 2005 Aluminum Des n Manual Pari M d It,A Exposure — — �' B' ar'C er Tye Importance Factor 0.87 for 100 MPH and 0.77 for 110 MPH end higher iZ0 d.Notre of comnencernr+t n a or oho drawings the" .d I,• , i. 4i I�, i. �;, {I .I ,w?'I ? E IP MPH or MPH for 3 second wind gust vebcity bad:Basle Wind Presexe__Design Pressures 2.Cheek the approved sits apadflcw g P wpahrst AS 1 QUADRANT i for Screen I Roans can be found on page 3A•1: BUILT-structure for Ys No 1 �v PSF for Roots b PSF for Wale s.Struchae s length proJedbn,p1 2`height sa drown on the plans — EXPOSURE a.•8•exposure`_ aaews(If rawked) 6 stl b.'C'exposure PSF for Roofs h PSF for Waits b.Beam sizes,span.spadrp E` e.'D' exposure PSF for Rosh 3_PSF for Web a Pu11n sties.span i aPadn9 aaawa d.Updahl stses.helghL sPacin6 8 g Negative LP.Q&I$ . . . . . n bads.mu B' beds laclors to table 3A C on p�� 8 For'C'a'D'exposure design piply' by is reqs) ,i 1.Knee brbraces ane property Yutali {• I� I 2. HostSfrudureAdogwryStatam•nt I have inspected and verify that the host endure la In good repair And attachments made m the g Roof panty atzee,lsngthl sea dock fbr. Ys No 1 I' " 3.Cheek load bearing uPN9 — — 1 i ', ,m, C,{s aWdura will be sold a bracket stre 3#*Imm. �+�,�� - SSS YS Awe fastsnan b upright. QUADRANT- 1 QUADRANT N I� 1" 386_ �F 1 Y1K �GE�f/� Phone b.Conrad number,size i spacing bif 1 O �I ISI, I, ' II I. fasteners d angle b deck and sole plate k Contractor 1 Authorized Name(please P") a Coned number,size 3 psekq d h brbk pavan then anchors aha!sm through 1 roc d.Upright B anchored to dock tl�o — — EXPOSURE I 1 EXPOSURE, { r,1 {,I v V d I F� r I� �I 9I. I u ►�'� Into o h pate: Q pavan Cyon ctortre 1 Authorized Signature -5�—� Chsnnd alas S thickness Ys No 4.CMdr fine load hearing bsamht 1 1 11 a.Recelver bracket,ari or mc*#V of Down to recelver or moor rto had structure T �-76m _._ .__. D fn b.Number,stm&spakdrtg cf la"ch ire or boom — 1 1 z to J f jg I ' ' r V,x 11 I ;III Job Name&Address a Header atter tdnenit to loaf stntc host strtrchae I Y N { k! ! pt i',, r i d.Roof panel attachment m race lvAr (. 2 O V �" I I: Y. I: ¢ L Hots: Projection of room from host structure shag not exceed'Iffy. o.Bangle bradketa ars uosd fa iraiS^�� kirekic rsmrber,size 3 thldaresa i s 1 / ptf8'r h 4{ 1-1 I • No . . . . . . . . . . . . . . . . . . . . . — _ 1 z W W I i i 3 Building Permit Application Package,orrtadnrs 11re following: Of fasteners. — — i '� A.Project name 6 address an piers -� f.Post to beam Altadvrutda fO e1e11' I QUADRANT b $ U LU B.She plan kr survey with•ncboure bratlon . . . . . . . . . , . . . fn rntem k�+amel alze 3 thidarena —yes No 1 U I W } z J nature ork s ReeeNe bra ecket,angio reosll to EXPOSURE_g;, C. Deslgnker P b.Size,number8 apakdng of anchiSin — — Q caktreaor.f .came,address. number,8 aq planta of Deem mosty r !7 j d z D.Site exposure farm completed . . . . . . . . . . . . . . . . . . . . . . . . . ¢ Header attsoddnteM to host sbuetl'As or beam 1 I W f abeam — — 111 off N _ E. Proposed pnoJect layer drawky Q 1M'a 1/10'scale with the 1bNmW d.Root panel attachment to recety� I Q 0 a 1. Plan view with host shtxdurearoeof enclosure krplh,and. — Notes: -- -- -- -- -- •--•--•-- pp W >rrtm hoer abueUas (- -� M W 8 I � ., . �� V & 0 N O ; I, pa �f f 2. Front end skit elevation via"with all dknermkme 3 heights . /s NOTE: ZONES ARE MEASURED FROM STRUCTURE OUTWARD C) 3. Beam sbamn size from 3A 1 sorbs tebba (Saber PDroP ) — SCALE t 120P (- Q z C) 4. Upright spacing.6 stze. . . . . . . . . . fA Z m (Soleal uprights from appropriate 3A.2 series tablas) ill - W (Check Tattle 3A,3 for mMtnum upright she) USING THE FOLLOWING CRITERIA.EVALUATE EACH QUADRANT AND MARK IT AS T.'C,OR'D' � W � ct0 . . . . . . . . . . Chair ran or girls etre,�,d apedng. . — EXPOSURE. 'C'OR 9'EXPOSURE IN ANY QUADRANT MAKE THE SiTE THAT EXPOSURE � z U W (Salad chair ra1M#om ePP►oPrkte 3A2 series tables) EXPOSURE C: 1. OPEN TERRAIN FOR MORE THAN 1,600 FEET IN ANY QUADRANT. G N r . . . . Ex $ 0. Knee braces ,location ti she. 2. ANY G EXPOSURE FOR GREATER THAN 800 FEE gi ANY QUAtXtAPIT, J Z (Check Table 3A.3 for knee brace eke) b Highlight dwW from Aluminum Stnertures Deign tiAanwk Yo No 3. NO SHORT TERM CHANGES IN"B".2 YEAR„BEFORE SITE EVALUATION AND BUILD _ — ;, „ A.Beam 3 tables ver/ /ler .Indicate. Pt+� � OUT WITHIN 3 YEARS,SITE WILL BE V. � I Section 3A tablas used: . 4. FLAT,OPEN COUNTRY.GRASSLANDS.PONDS AND OCEAN OR SHORELINES It a I { Beam alkawbb span convenbm from 120 MPH wind zone,'Er to LV 500 FT INLAND FROM THE SHORE ANY QUADRANT FOR GREATER THAN 1,500 FEET. _ MPH wird zona ard/rr'C'or-D'Exposure forbad vtddttt to Look on 120 MPH table and a the following famuhr: p WD FLOWING OVER WATER FOR A DISTANCE OF W Wan PPN UNE AND ARE EXPOSED TO W 2 lav 3 EXPOSURE D: FLAT,UNOBSTRUCTED AREAS THAT ARE 1, r n Span I Height RegWred over+ —•� AT LEAST 1 MILE, �p, w p V C 9i LL ,,) 120 MPH�� / �� MPH �.� � � .� i 9 i .91 9 _ (bord)x_(bord)x_@ad:1=11— 7 W p .. N C O/bin DATE -7 Wind Zone Multiplier Exposure MuttlpAerSfTE IS EXPOSUREQ� EVALUATED BY: SIGNATURE• fAZs LICENSE It. �t��f y�1�5 Q B.Upright tables w/atria,thk�ess,spacing,&heights . . . . . . . . . . . . . .— — $ (tables 3A.2.1,3A.7-2,or 3A.2.3) �j Z Upright er wall member allowable height/open cornruslorm from 120� � I whit zee B Exposure to MPH wind zone and/or C E>gxetra Ta toad r J i wtdh_� W .qs or p Look up spm on 120 MPH tebb and apply the fobwhg fo mutc: 0� d {` { Span i Haight Required Span C O • X11 Q120M MPH a (bord)x (b or d)x_(borcr,� Wind Zone Mu " 1 urs MuRlpler" .Yes NO t 4 t I sit C.Table 3A.3 wkh been d upright combination E applicabla . . . . . . . . . . . .— D. Connection dates b be used such as: { { j '3 S d' 1. Beam to upright. . . . . . . . . . . . . . . . . . �7� _ . ' W Ii � •� �' ;li I I II V _ _ i I 1 I 2. BBam to WN. O I - h 3. Beam to beam. . . . . . . . . . . . . . . . � O 9 I !r1 E 3 E I I I I_ I I � I 4. Chef nit.prxllns,6 knee braces b itamts&uprights . . . . . . . S I 4 I V & Fxtnded eonrteGlont. . . . . . . . . .— i I I trig — I Ir I 6. U-clip,mgkrs ardkr sob plate to dock. . . . . . . . . ii E Foundation detati 8 atre. . . . . . . . . . . . . . . . . . . . . . . . .— - O Not": . L d I I { 1 II 1 0 •Must hew atund•d Engineer's Continuing Education C4ees within the past two years. Appropriate multiplier from page t � I I At i q j 1 ki 11pN s I s k, II � f +i D �� I l k• q,f �: � 2`x2*OR 2 x 3•POST 1'x 2"TOP RAILS FOR SIDE WALLS ANCHOR RECEIVING CHANNEL COMPOSITE ROOF PANELS: WITH MAX 3.6 LOAD WIDTH SHALL TO CONCRETE W1 FASTENER #8 x 9116'TEK SCREWS BOTH (4)1/4'x 4"LAG BOLTS WI °, I„ RISER PANELS ATTACHED I , >�,I ' .uPAN ROOF COMPOSITE HAVE A INAXIMUM UPRIGHT (PER TABLE)WITHIN 6'OF SIDES 1-1/4'FENDER WASHERS�R � CHAPTER? .......................... SPACING AS FOLLOWS EACH SIDE OF EACH POST 4'-0"PANEL ACROSS THE PANEL OR HOST STRUCTURAL 1'x 2-118"x 1' .......................... .......................... Lh' 24'O.C.MAX' U CHANNEL OR FRONT AND 24'O.C.AL hI FRAMING MAX.UPRIGHT ALONG WIND2 NE RECEIVING CHANNEL O !i ; r It I �,,,„,; •-1 I';� I;('r SPACING SIDES 4 #8x1?SAA.EACH SIDE 100 T-0' OF POST 110 6'-T MIN.3-1?SLAB 2500 PSI i 1 x 2 TOP RAR FOR SDE 120 6'3' CONC.6 x 6-10 x 10 W.W.M.j CONCRETE ANCHOR i l G' OR FIBER MESH > 4 ( WALLS ONLY OR MM.FRONT 123 6'•1' e • (PER TABLE) 130 5'-8' w '1 r WALL 2 x 2 ATTACHED TO 1.118'MPI.N CONCRETE HEADER ATTACHED TU POST POST WI f•x 1•x 2'ANGLE 140 182 5'-1' VAPOR BARRIER UNDER Z'x 2'OR Z'x 3'HOLLOW f W/MW.(3)#10 x 1-1?S.M.S. CLIPS EACH SDE OF POST 150 4'-11' 11 t' I I I CONCRETE NJ SCREW BOSSES �I,I ' '' { f• j, I kV jl ALTERNATEp§T TO BASE CONNECTION-DETAIL Ir ! INTERNAL OR EXTERNAL P 'L'CLIP OR V'CHANNEL CHAR SCALE:2'=1'•0' � I RAIL ATTACHED TO POST WI t M SII ; l GIRT AND KICK PLATE 2"x 7 2"x 2",2"x 3"OR 3-x 2' MIN.(4)#10 S.M.S. HOLLOW RAL HOLLOW(SEE SPAN TAMES), 1'X 2-118'x 1'U-CHANNEL OR GIRT OR CHAIR RILL AND KK3C RECEIVING CHANNEL Q PLATE 2 x 2'x 0.032'MPI. 2"x2"OR 2'x 3'POST FOR SNAP EXTRUSIONS GIRT. #I x 9116'TEK scREws eons �_ g� ATTACHED TO POST WITH Z � HOLLOW RAIL I P MIN.(3)#10 x f?S.MA IN r " ( " III �� • - :II s ` �la�it�a g� S�t I. I( ANCHOR 1 x 2 PLATE TO SCREW BOSSES 1 x 2 OR 2 x 2 ATTACHED TO Z �tui r l ri F ' N r k l r ji y l. rf IG (i BOTTOM Wl 1•x 1'x 2'x 1/18' CONCRETE WITH;14'x2-f? Z 0 ANCHOR RECEIVING CHANNEL � I ' I I CONCRETE ANCHORS WITHIN C9 6"OF EACH SDE OF EACH 0.045'ANGLE CLIPS EACH TO CONCRETE W/FASTENER 86 x 9/1('TEK SCREWS BOTH u) J J LU ' SIDE AND MIN.N)010 x 1? SIDES } J POST AT 24'O.C.MAX OR S.M.S. (PER TABLE)WITHIN 8"OF 1'x2'OPEN BACK BOTTOM W Z Q I IL THROUGH ANGLE AT 24 �— EACH SIDE OF EACH POST 1'x 2.118'x 1'U CHANNEL OR RAIL — Z O.C. POST ATTACHED TO BOTTOM IJ d O MAX A 24'O.C.MAX RECEIVING CHANNEL (3) W f w ' I (' 1'x 2'X 0.032'MIN,OPEN BACK W/MIN. #10 x 1.1? 6 MIN.3-1/2" 2500 PSI ® ® U tD 0 i N a MIN.3-1?SLAB 25W PSI r EXTRUSION S.M.S.IN SCREW BOSSES — d- lI CONC. x 6.10 x 10 W.W.M. CONC.6 x6-lox 10 W.W.M. CONC M 1-1 'MIN IN CONCRETE '. 1/4'x 2.1/4'MASONRY g /8 ETE OR FIBER MESH RETE ANCHOR W a ! llf s r OR FIBER MESH J q a } t0 Z PER TAB '�+ I"' Z ' ," ti i •. 1-1/6'MIN. ANCHOR @ 6-FROM EACH U 0 .EMBEDMENT INTO NY p 4 i (PTP USE WOODASTENERS VAPOR BARRIER UNDER VAPOR BARRIER UNDER ( N S CONCRETE • POST AND 24 O.C.(MAX.) C) F N m p, W/1.1/4 MM,EMBEDM ENT) CONCRETE CONCRETE Q W orf I': - F a ..,I, U m „ { 4 POST TO BASE,GIRT AND PO-al TO BEAM DETAIL ALTERNATE POST TO BASE CONNECTION-DETAIL 2 TYPICAL UPRIGHT _ Z N LL 1 HT DBTAIL W y c ` SCALE:2"-1 ar SCALE:2"-1'0' m w Z q ALTERNATE CONNECTION: SCALE:2. 1'4r n U Q 5 THROUGH SPLINE GROOVES w I I �I'� I' kI!iI ' d4 f i J ALTERNATE Cq{NECTION J DETAIL 1"x 2-WITH BEAM I HEADER vii Q z (3)#10 x 1-1?S.MS.PITO EDGE BEAM o SCREW BOSS H SDE WALL HEADER (2)#10 x 1 1?S.M.S.INTO 1"x 2"OPEN BACK ATTACHED ATTACHED TO 1'x 2'OPEN PURLPN OR CHAIR RAIL ANGLE CLIPS MAY BE i BACK W!MIN.(2)#10 x i-1? ATTACHED TO BEAM OR POST _ SCREW BOSS TO FRONT POST W/ I ,FY SUBSTITUTED FOR INTERNAL #10 x 1.1?S.M.S.MAX 6- L S.M.S. WI INTERNAL OR EXTERNAL ' 0 tD ANCHOR 1•x 2'PLATE TO SCREW SYSTEMS N t r CONCRETE W/1H"x 2-1? { ', a '.• !I AND 24'O.C. (4)#10 S.M.S. ' CONCRETE ANCHORS WITHIN FROM EACH ENO 2 POST CUP OR U CHANNEL WI MIN. SCREW BOSSES 3 8"OF EACH SIDE OF EACH MIN.(3)#10 x 1 1?S,M,S. _ V- i J w .I� 'l� tl l � `I ('ll, rl u'' �� t '�l Ir�f ` I r1� VII I• II ! II I � I POST AND 24'O.C.MAX INTO SCREW BOSS q O W a 5 MIN,3 1?SLAB 2500 P31 0 I „ o CONC.6 x 6-10 x 10 W.W.M. 1'x2'EX fRUS10N SIDE WALL GIRT ATTACHED To I f i OR FIBER MESH 1'x2"OPEN BACK W/MM.(3) rn o m F- #10 x 1-1?S.M.S.IN SCREW PURUN.GIRT.OR CHAIR RAL C a) 1.118'MIN.IN CONCRETE w T VAPOR BARRIER UNDER BOSSES SNAP OR SELF MATING BEAMcc CONCRETE ONLY d 5 2 a 11 ® m w y� m ' •r .' 111' {'' s + ` �I I ALTERNATE HOLLOW UPRIGHT TO BASE AND FRONT WALL GIRT ® G .� M SNAP OR SELF MATING BEAM _� Q j J � HOLLOW UPRIGHT TO BIJ1M DETAIL w o O + kp SCALE: 2':1.47' ONLY C O c Z j 41 I tl; P I • p IL ,;� i O HEADER BEAM PURLIN TO BEAM OR GIRT TO POST DETAIL Co ANCHOR 1"x 7 CHANNEL TO ® FRONT AND SIDE BOTTOM SCALE:2'�1'-0" °I I CONCRETE WITH ®® (4)#10 x 10 S.M.S.EACH SIDE i RAILS ATTACHED TO 114'x 2-1/4CONCRETE OF POST O CONCRETE W11J4'x 2-114' 1'x2"OPEN BACK AT - ANCHORS WITHIN B'OF EACH 0 k I f tL. SDE OF EACH POST AT 24 H BAR OR GUSSET PLATE CONCRETE/MASONRY 0 „ i' r' ,', k^, = O.C.MAX TO FRONT POST W/ ANCHORS 6'FROM EACH FOR WALLS LESS THAN"'FROM T :,r AX THROUGH OP OF PLATE TO CENTER OF BEAM CONNECTIOPC9Ft l Q w �x �_ 7x2'OR 2'x3'OR 2'S.M.B, #10 x 1.1?S,M.S.MAX 6" POST AND 24'O.C.MAX AND O O I ' I ANGLE AT 24'O.C. � BOTTOM F 70P RAIL THE GIRT IS DECORATIVE ANO � ' MAX POST FROM EACH END OF POST WALLS M IN.1'FROM EDGE OF SCREW HEADS MAY BE REMOVED AND INSTALLED IN PLOT HOLES a p AND 24'O.C. 1' CONCRETE k 1 MIN.3-1?SLAB 2500 PSI MIN.(4)#10 x 1?S.M.S. F- �— EACH POST MIN.- FOR ALL OTHER PURUNS AN O f J D GIRTS IF THE SCREW HEADS ARE REMOVED THEN TH6-0Ui5DE CONC Bx610xf0 W.W.M.OR 2 OF THE CONNECTION MUST BE STRAP FIBER PED FROM GIRT TO POST WITh O.OSD"x 1�/4-x 4-STRAP MESH 5 I {' � ,! q , ' t{ � 3 ••. 1'X2'EXTRUSION .. � � I I � I AND(4)#10 X 3N'S.M.S.SCREWS TO POST ANDGM2'f VAPOR BARRIER UNDER , a 3 1t I . .• 1-118"MIN.IN CONCRETE F' f T 1 N CONCRETE 1 GIRT S O BOTH SIDES OF THE POST THEN STRAP SHALL BE 6"LONG AND CENTERED ON tpy E; I: r 1 i r„ l i • '.�!I. ii - i1 {• i : 'I I THE POST AND HAVE ATOTAL(12)#10 x3/4'S.M.S. { s f' ( I O Ali ALTERNATE PATIO SECTION TO UPRIGHT AND PATIO SECTION TO BEAM DETAIL TYPICAL$IQI LTERNATE CORNER DETAIL �a SCALE:2"-T-0" SCALE: 2'-1-0" v oz.14�oo� 10 0F � I Ir I F' 6,1 •:' }} ,fl {{, �� fr if v ' / {g${ p f0 r i l� i YIe l e C r� �pua d if{u 2 it ^i If r: 5 { I I i UNIFORM LOAD UNIFORM LOAD if � 1 fj I - i� A h { B �� B I,.. SINGLE SPAN CANTILEVER 1 OR SINGLE SPAN I .t I �� '1 f UNIFORM LOAD UNIFORM LOAD � Il I ggggg I�k�I �}'I j I A B C A B C D I I �,, I I SII - �:� pal� ' � , �I I � 2 SPAN 3 SPAN UNIFORM LOAD -� f{ y I to i A B C O E � � � � � I I II J J_ W I 'a j � 4 SPAN W Z a a Z if � .. 0 a O 1 !I NOTES l� Q F= Lu 1)I Span Lerglh W N d a=overhang Loongth 3 V coW 2)Al spans Rated In the tables aro for e4�lY spaced distal beN sen supper or anchor pDMs. F- _.! Z S UJ 3) Holow evnnk ns sham not be spliced, ) Ing Pan �Y P 4 Po al C [` { 4 S les beams ahel be s at the quarter Yfts end a shah be staggered.if � U � N Q W m N � I :B d uJ SPAN EXAMPLES FOR SECTION 3 TABLES W N .t SCALE: NiZ m - V (6 �S DptMy �. ttl I I f t { f S fl cn3wy � seWL) I lig ) i APk'U M LL W V' ,tom ALLOWABLE BEAM SPLICE LOCATIONS I; Ir N SCALE: N.T.S. N T F BEAM to Z4 BD d HEIGHT O SINGLE SPAN BEAM SPLICE BEAM SPLICE SHALL BE 114 POINT OF BEAM SPAN m c ALL SPLICES SHALL BE = �t C MINIMUM d STAGGERED ON EAC:H d-.50' d-.50' 1*MAX m ha o t w t h� SIDE OF SELF MATING BEAM W .e I PLATE TO SE SAME w m m J 11 + + + + + + +— -i � w �., c a THICKNESS As BEAM WEB .75• � c o O a 3 PLATE CAN BE INSIDE OR J5' O OUTSIDE BEAM OR LAP Ctff Dw } C i I i SII DENOTES SCREW PATTERN 1'MAX An U G NOT NUMBER OF SCREWS f l kkk 111 HEIGHT 2 x Cd-.507 LENGTH - _ _-o O Mmum bUnp 'YI � uj F r I t I K Pht� � I r pp n d Senws• - - d a I Z Ii to nf.rm ate Ia+.i .Co~ Gntw Bina sM ThIdD�ese t 17M-0.1251ae0. _ O " F t € 1 I ,1 a r 0.21 9 x x 0 S' 1 •0.125 _ x �E I I p Y x Y 1 litl! � �I '.�I I � � •nrMsbroh aid�dapip I I� "uwlDr21xs• Rp rd2'YCaho sof. _ �. I'i 6 S " 1.N 9ur+M PbMs shal6a nYNmum 5052 H-32 whavx■minMtxxn Y 0130lel- - M t;� i �� l I I t II AMoy I 1jj I I � � IIII 3 � I r" € 4if : l TYPICAL BEAM SPLICE DETAIL v �'�' s 2-14-2007 SCALE: I'll:V W OF 1 if I I,� k� I ��V C III i } gg t y I if I ' G us Framing Beams for Screen Acrylic Table 3A.1.1-120 Allowable Edge Beam Spans-Hollow Extrusions Table 3A.1.3-120 Allowable Beam Spans for MiscellanetP 9 or Vinyl Rooms Table 3A.2.1 Allowable Upright Heights,Chair Rail Spans or Header Spans F r s O P ;using design load of 13.0#/SF '� •1 i P P I t 9 x I,I� , a ;� �I,`, I I, '( €1 w•:� '. ' ,f I I I for Screen,Acrylic or Virryl Rooms 0 3 second wind gu tat 12 M H velo�Y for Screen,Acrylic or Vinyl Rooms � , For 3 second wind gust at 120 MPH velocity;using design load of 13.0#ISF(48.3#ISF for Max.Cantilever) Aluminum Alloy 6063 T-6 Aluminum Alloy all T4s Aluminum Ailoy.6063 Tb - Hol ow and Tributary Load Wiah For 3 second wind gust n 110 MPH velocity;usingdesign load of 13.0 f#SF 2"x 2"x 0.041" "x 2"x 0.055" T-0' B'-0" 10'-0" 12'-0• 14'-0' 15-0• 18'-0' Tribute Lad Width W=Purlln S ad iSingle Self-Mating Beams 2'-0" X-O" C-O" 5'-0' 6' p ng Load Max.S n 1 1 b'or dellaetIon' Load Max.S an'L/beads b w defledbn d SeedOm Jt li P Allows Span'L'/bendin 'b'or de8ection'd 3'-0" 3-0" 4'-0" 4'=8• 5'-0' S-6" 8'-0" 6'-6" r-O T-6 Width n wean n .x I.'i- Ir d„.�,? , �r i]: a, ( ) 1 b 2 S 3 S 4 ( ) -d 8'-2" d T-10"d 7'-3" d 6'3" b 6'-7 b 5'-9' b 5'-5' b Allowable Height'H'I bendl 'b'or deflection'd ;; ', if ' pan pan Span Cantilever 1 b 2 Span 3 Spain 4 Span Cantilever 2"x 4"x 0.050"Hollow 12'5'd 10'-t 0"d 9'-10"d 9'-2- d 8'- '� jl I '�. ll H ' g 2"'.3$ 2'x 2"x 0.9M" Hollow T-6' b 6'-17" b 5-0' b 6'-T b ` I:!!, a:: •I ,.'gin ! P - : 2"x 5"x 0.062"Hollow 16'-0'd 14'-0'd 12'-g"d 1 v-10'd 11'- d 19•T d 10"-7'd 9'-5' d 8'-9' b 8'-1' b T-7' b T-2' b 5'-70' b 5'-T b 5'4' b 5',7' blIl.' 4'-9' b 5 5-1" d 5-3' d 54' d a-11• d 5 54' d 6'-i" d V-9" d .1'-0' d 2"x 2"x 0.055" Hollow 8'-10" b 8'-7 7'-8' b 7'-2• b 6'-10' b 5-0" b 6'-" 2"z 4"x 0.046•x 0.100" 13'-11"d 17-T d I T-V d 10"-3'd 9'-0 d 9'-0' b 8'-5' b T-T b 6'-1 P b 6'4' b 5'-11' b 5'-T b 3 b 5'-11' b6 4'-9' d 5'-t0' d 5-11' b 9-11' d 6 5'-0" d 6'-11' d 6'4• d 0'-11' d 3'x 2'x 0.045' Hd 1'-T b oltow 8'-4' b T-8' b T-2' b 6'-9• b 6'-5' b 6•2" b 5-10' b 5'-8• b 2"x 5"x 0.060'x 0.100" 1T-3'd 15'-0'd 13'-6" d 17.8'tl 1 T-t 1 10'-0'b 9'-3" b B'-5' b T-10"b T4• b 5-11'b 5'-3' b 7 4'-6' d 5-T d 5'-0' b 0'-10• d 7 4'-9" d 5-11' d 5'-11" b D'-11' d 3^x 2"x 0.070^ Hollow 1 T- _�• 1 b 10"3' b 9'-T D 9'-1' D B'-T b 8'-2' b T-10" b T-T b T-0• b Y x 6•x 0.050"x 0.120" 20r-T d 17'-7 tl 15'-1 T d 74'-8"b 13' D 12 b 11'-T b ta4' b 9'-5' b 8'-9' 6 8'-2' b T-9' b! 8 4'4' d S-0' b S-t' b 0'-t0' d 8 4'-T d 5'�I' d 5'-T b 0'-t0" d 2"x 3"x 0.045" Moilow 10"-T b 9'-5"G b 5-9' b 8'-3" b T-10'. b T-0' b T-T b 6'-11' b 8'•5' b : 2'x T x 0.05' b 13'-5' b 1 1.11 b 11'-3" b 1a-3'b 93 b 8'-10'b 8'4' br ,:� ;I ,.� .. I , '?��. fi:; : 9 4'-T d 5'11• b 4'-10' b a-10' d 9 4'-' b 9-10' d 5 x 0.720" 22'•11'd 20'-1'd 1T-9' b 15'x0'b 14'ha ;,� S i, L, , 5 d 5=:i d 53' 2"x 4"x 0.050" Hollow 10'-8' b 9'-11' b 9'-3' b B'-9' b 8'-3' b T-11' b T-T b T3' b 6- 'lI € C' Hd 1(1'-9'd fl'-11'd 75-8• d 15'-3'b 14'-1'D 13'-7 12'-" 9" b 10 4'-0' d 4'-9' b 4'-T b a-9' d 10 4'- d 5'-0• b p 10' d 2"x 8"x 0.072"x 0.224" 28'-5•d 24'-10'd 27-T d 20"-11'd 19' b 5 b T•.x 3' S-:' b 5 x 0.062" Hollow 73'-9' b 17-9' b 11'-1 T b 11'-3" b 1a-e' b 10'-Y b 9'-9' b 9'4• b 8'-9' b 20"-T d 19'-T b 1T-6' b i5'-71'b 14'-lab 1 '-71 3'-11' d 4'3 b 4'4' b -9' 1 4'-' 4'- .g• d 2"z 9"x 0.072"x 0224" 31'•2'd 2T-3'd 24'-9'd 27-11'd 21' 3 10'b 13'-7"b Y x 4'x 0.046"a d 1 1 d 4'-1T b 9' b a S.N.B. 15.6' b 14x'-0 13'$ b 12'-8' b 17-0' b 71'-5' b to-11'b ta-6' b 9'-10" at 21'-4'd •Za4'd 16'-11'd 1T-10"d 1 '-11' 1 - 2•x 9"x 0.082"x 0.306" 374' 2'-' '4r 2'-1 V ol 6 d 5 2'd 15'-3'b l ! • E.II i= ,.7,_ gg �: + :t : 12 3'-9' d 44' b 4'-Tb a-0' d 1T 3'-11' d 4'-£� b 4'-T b 0"-9' O d 8 3 d 25 d 3 Q' 27- 2"x 5'x 0.050" S.M.B. 78'-6' b 1T-1' b 15-0" b 15'-1' b 14'-4' D 13'-8' b 13'-1' b 17-r ,,,. .. ,ft " 2" _ - 24'•8•d 22'-9 d 21-5 d 20-4 d 19-5 d 18-6 b 3 z2 x0. 5 3 x2 x0.070x 10 x 0.092 x OA69' 38 11 d 33 11 d 30"70'd 28 d 26 1Y z 6 x 0.050' S.M B. 19-3 b iT-70"b 15-8 b 15-9" b 14.11 D 14'-3' b 13'•8" b 13'-1• b 17-r b 17-2' �p 1�!.li <I Load Max.Span 1'i baW T'or deflection' Load Max.Span 1'/bench W or deflection'd 2"x 2'x 0.044" Snap9'-Y b 8'3 b r-11' b T-6" b T-1' b 5.9' b 53 b 5-3' b 6-1 1* D 5'-9• b WWidltr(n) ax. Tribute Load Width 2"x 3"x 0.045" Sm V-5' b b so P 9'-T b 8'-71' b 8'-6• b 8'-1' b T•8' b T4' b 7 2 Sptn 3 Span *Spm 7 b 2$pan 3 span 4 Span T-1• b 770' b 6'•T b CaMikver Cantilever Double Self Beam 7-0" 3'-0" 4'-0" 5' 5. T-0" 8'-0" 10'-0' t2"-0' 14'-0" 18'-0- 18'-0' 2"x 4•x 9.045" Sm 11'-3' 9- !� :JI. Self-Mating P b 1 5' b-7--9- b-7--2- b 5-0' b-7-3- b T-1P b T-T b T4' b T-1' b 5'-8' d T-1• tl T-T tl 1'-1' d 5 5$ d T-11' d 8'-1' d 1•-3' d -Span 1•/bends •b'or deflection'd 3"x 3"x 0.045" Fluted All 9'-1' b 8'-5' b Ta0' b r3 b r-0" b 5-0' D 8'-5' b 5-7 b 5.11' D 5'-9' b 5.8 d 5-9' d 1-0' d 6 6-0' d r-., d T-T d 1'-T d d 23'-T d 2T-7•d 2"x 8"x 0.072"z 0224" 35'-10"d 31'x'd 28'-5"d 26'- d 24'-1. 20-11"d 19'-9'd 18'-9'd 1T-11'd 1 T-3'd 3'x 3"x 0.060' wee 11'-7 b 7a-A" b 9'-8• b 9'-7' b 8'-0' b 5.3' b T-11' b T•T b r4' b T-1' b gg T S-1' d 54" d 54• b 9-1 t' 0 7 5.8" d T-1' d T3' d t'-1' d 2'x 9"x 0.072"x 0224" 39'4'd. 34'4"d 31'-2'd 28'-1•tl Zr- d 25 11 d 24'-9'd 27-11'd 21'-8'd 20"-T d. 19'-T b 18'-5'b 3"x 3'x 0.093• Square 16'-0' D 14'-1 a b 13'-11'b 13'-1' b 173 b t t'-tab 114' I, b to-11'b to-0' b 70"-T b a 4'-1 _r 1 d 5-0' d 5-iT b a-11' d 8 S-0' d 5£ d 5-N' d 1'-1" d 2 x 9 x 0.062"x 0.306 41-10 d 36 3 d 33-2 d 30-1 d 28'-1 d 27 T d 254 d 24-5 tl 23•a d 21-tad 20"-11 d 20-1 d 3"x 3"x 0.125" Square 19'-1" b 1T-8' b 15-T b 15'-T b 14'-tab 14'-1' b 13'-0' b 12'-11'b 17-0' b 17.1' b , '{ 9 4'-8' d 5'-8" b 5'-T b -11• _ " ,„. 9 d 9 53' tl 51 d 6-0 b 1-0' d d 32-3 d 30-10 d 28.8 d 25-11 d 25-T tl 24.6 d 23'-T d 4 x4 x0.125" Square 24-9' D 27-11 b 21'-5' b 29-7 b 79'-7 b 18'-3' D 11-.8" b 15-9" b 15-7 15-8' 2"x 10"x 0.092"x 0.369' 48'-11"d 47-70'd 38'-11'd 36'-1 d 33'-1 b =1:: i R' j ) ',{ � I�.. ,' ry'I� ! 5 �;d k j; . G• I{ 10 4'-6' d 53 D 5'-3` D a-10" d 10 5'-1" d 6'-3" d b'-2• b 0'-11" d For 3 second wind { JJ }} Note: gust at 120 MPH velocity;using design IoW of 15.0#/SF (n 4'-5" d FF-b 5'-0• D 9-10' d 71 4'-11' d 50"' d 5'-11' b 0'-11' d n9 n2" s bM"beam that spans more than 40" Tribute Load Width YY'.Pur1M S J E 1. 6 k recemmerWed that the engineer be consulted m a miacel Z 72 4'"3' d 4'-11' b 4'-10' b 9-10' d 12 4'-9' d 5'-1rY b 5.8' b a-11' d 2.S tic are bated m 120 M.P.H.wind bad us dead IoW to ire Sections 3'-0" 3'-0" 4'4f 4'-0' S'-0" S-0" ti'-0" 5.6• r-e Q 2"x3"x0.045 x4"x0.050" W a n�ng. T8" Q ''I re y III 3.Span is measured horn center of connection to fascia or wall connection Allowable Height'H'I bends •b'or da}lection'd Load Maz S 1'I V or WiNefbn' Load Max.S T/Iband •b'or deflection'd u ht b center of a f� 4.Above spans do not include length of knee brace.Add horizontal distance fro?ln Pn9 brace b bear^connection io Ore above spans for total 2"x 2"x 0.044' Hollow 6'-11" b 6'-6' b 5-1" b 5'-9" b 5'3 b 5-T b 4'-11' b 4'-0• b 4'-T b 4'3 b Z U) , Width(n) Width Max. W 1 i 2 Span 9 Spur 4 Span ')1 b 2 Span 3 Span 4 Span •_ beam spans. _ 2"x 2"x 0.055" Hollow 5-7 b T-7.b T-1" b 6'-0" b 54' b 5-1' b 5'-70" b S:T b 5'4' b 5'-7 b Q CGntfiever Cantilever 5.Spann may be interpolated. 3"x 2"x 0.045" Hollow T- D � - ! T-1' d B'-9 d 59 b 1'4' d 5 d 11'.I' d 11'- b 1'-9 d 9 T-7 b 5-0' b 84• b 5'-11• b Y-a" b 5'3 b 5'•3' b T-1' b 4'-71• b W Z 9'-7 7 3"x2'is 0.070" Hollow 194' b 9'-T b 8'-77' b 8'-5' b 8'-0'. b-77-b-F--4:,--b T-0• b-FT--b-77-b Z CO W '.. 6 6'-8' d 8'3• d T-11' b 1'3" d 6 Ill d 10'-:P b 11 b 1'-8' d - i 1 2"x 3'x 0.045" Hollow 9'-5' b 8'-9• b 5-T b T-9" b T4' b 6'-11" b IMF b 6'3 b 5-7 b 5'-11' b 7 6'4' d T3 D T-5' b 1'3• d 7 B'-T d 9'-9• b 9'S' b i'-T d K Matin Beams W Table 3A.1.4-120 Allowable Spans for Ridge Beams with 9 z x 4 x o.oso Hollow g•1 t• b 9•-T b 5-7 b e•-t" b T•a• D T4� D - J ! !. -0" b 5-8' b 53 b 8'3" b W W 6 6'-1' d T-7 b 5-i t' b 1'-T d 8 T-10" d 9'-2" b 8'-10' b T•6' d for$C 1'x 5"x 0.062' Hollow 17-1 b 1 recti,Acrylic Or Vinyl Rooms 0' t 1T b 11'-1' b 10"3 b 9'-11' b 9'-6' b '9'-i' b 5A' b--a-7-6 8'-1' b 9 5'-10" d 6'-9' b 8'-6'. b t'-T d 8 T '4' 1'-' d 3 d 8'-8' b 8 b 5 For 3 second wind gust at 120 MPH velocl.tv7 using design load of 13.0#!SF 2"z 4"x 9.046" S.M.B. 14'-5" b 13'4' b 77-6' b 71'•10"b 11'-T b 10'-8' b 19-3' b -1 9 q' 9' a b 9' b 9'-T b 0 _ uJ d 6'-5' b 6'-Y b 1'-1' d 10 T-3' d 8'-2' b T-11' b 1'-5' d 2"x 5'x 0.050" S.M.B. 1T-3' b 15'-11'D 14'-11'b 14'•1' b 13'4' b 17- a a Purlln Spedng 9' b 17-T b 1 T3 b 11'3' b 19-71'b 1' b 1'�' d ti 5-71' b T-112" b T-T b 1'4" d TrI -Lead Wish. 2"x 8"x 0.050" S.M.H. IT-11, - - :'-0" 10'-0' 71 b 75-T D 15'°5' b 14'-8' b 13'-11'6 13'-3' b 77-8' D 17-T b 1T-0' D 114' b i.- I, 12 5'-3" b 5'-10" b 5'3 b 1'40• d 12 6'-0' b T-0' b T-3' b 1'4" d Salf IYhHng Sectlom 5'-0" 6'-0' T-0" '-0' -0 12'-0• W (� !:. 'b'or deflection'd' 2'x2"x 0.044' Snap 8'-6' b T-1 T D T-5' b 5-11' b 6'-T b 6'4' b 6'-0' b 5'-8' b 5 b 5'3 b ii;l "l X41 ;;i `�'. { y �'�' •�t. ; li u,,. Notes: Allowable Spa 1'/ 9 2"x3"x0.045" Smp 9'-0' b 8'-11• b 8'-5" b T-11' b T3 b T-2" b 5-10" b Uto ' .11" b B'-5" b 8'-0' b T " 5-7 b 6'°4' b 5.1• b cc{{�� ll 2"x 4"z 0041 3 b W 1. i x0.100' 11'-11' b 19-11' b 19-1' b 9" b - 2" O € li IJ I-1 'r ' {j ' Above spans do not Include length ol knee brace.Add horizontal distance tnxn upright b center of brow b beam x 4"x 0.045^ Smp 19-5' b 9'3• b 9'-1' b 8'•8' b 5-1' b T-9' b T-5' b T-7' b 5-10' b 6'-T D J SI: w k +. _,s i t -1 T b 10'4'.b 9'-10' b 9'-5• -connection to the above for total Dee .. 2"x 5'x D.OSD'x 0.100" 14'-8' b 13'4' b 174' b 11-T b 1 - b Z CO ug spans m spans. 3"x 3'z 0.045^ Fluted 8'-5' b T-10' b T4' b 5-11' b 6'3 b 5-3' b 5'-1 t' b 5'-9' b 5'$' b 5'4' b {t. �'::j 8 •) r. I , : 2.Spans ma be In 2•x 6"z 0.050"x 0.120" 16'4' b 14'-11' b 13'-t0" b 12411' b -7 b 11'-7' b 11'-0" b 10'-7 b (� U Q- O 1# •; ps Y Interpolated. 3'x 3"z 0.060' Square 10'-5' b 9'-T b 8'-11' b 8'-6' b 8'-0' b T-0• b T4" b T-1' b 5-10' D 6'-T b y -3' b 173 b 11'-11' b 11'5• b Y x T x 0.055"x 0.120" 1 T-9' b i6'-2' b 14'-11" b 1410 b 3"x 3"x 0.093" Square 14'-1 t'b 13'-tab 17-11•b 77-T b 11'-T b 11'-0' 10'-T b 10"-Y b B'-9' b 9'-5' b U � 2 N i -8' b 18'-6' b I, 2"x 8"x 0.072"x 0224" 255• b 24'-1' b 22'4' b 20".1 a b 17,-9, b 1T-0' b 3"x 3•x 0.125" Sgwn 1T-9 b 153 b 15'-5 b 14'8' b 13'-9• b 13'-T b 17-T b 12'-t b 11'-0" b 11-3' D Q r it �:: : 3 b 19'-T H (,� w i 2"x 9"x 0.072"z 0224" 2T-8• b 25'-3• b 23'-5" D 21'11' b b 78'-8' D 1T-10' b 4"x 4"x 0.125" Square 23'-0' b 21'4' b 1g-11'b 18'-9' b Jr_11 b 15-11'b 16'-3' b 5' N l r 1 -8 b 15'-1' b 14.r b (n Z r m Table 3A.1.2-120 Allowable Edge Beam Spans-Snap Sections Y x 9"x 0.082"x D.31o" 31'-71" d 29'-6" b 27'4' b 2 -T b -7• b 22-10" D gra 0" b 2aa0• b Nom; i P W LL I for Screen,Acrylic or Vinyl Rooms 2'x 10"x 0.092'x 0.369" 38'-5' d 35'-10' b 33'-T b. 31.1' b -3" b 27'-9' b 25-0" b 25'4• b 1,Above s ns do Q $ Y pa not include length of knee brace.Add horizontal distance from upright W center of brow to beam connection b ilia For 3 second wind gust at 120 MPH velocity;using design load of 13.0#/SF(48.3#ISF for Max.Cantilever) Nave, above spans for total beam spans, W M O Aluminum All W63 T•6 lied bad. 2.Spans may be interpolated. Z Z O 2'x x 0. Snap Ion 2 1.Tables assume extrusion oriented with longer extrusion dimenabn'pare6el b 6 - U N '. x 9"x 0.045 Sne Extras On -' i 2.Spans may be interpolated. ? U) # : I, Load Max.Span 1'I red b'or dMseLlon'd Lad NaY.Span'L'/Ixendi 'D'or dsflaetion' I 1 t i V �I : Width(ft.) 1 b 2 Span 3 Span 4 Span Max' width(R')1 b 2 SW 3 Spm 4 SWn - J Cudilewr Cantllwer Q W r d r4• d T-2• b r-t• d 5 T3 d 9'-s' d 9'4" b t'3 d Table 3A.3 Schedule of Post to Beam Size 6 54' d 5-r d 63 b 1'-0• d 6 T-T d 8'-10' b 8•-T b 1'17 d - Aluminum All 6063 T-6 Alloy 7 S-1' d 5-3' b 6'-1' b 0'-1 i' d 7 5-ta tl B'-T b T-11' b 1'4' d #Thea-Boas - �# , 8 4'•10" d 5-t0" b 5'-8• b a-11' d 6 6'-T d T•8' b T-5' b 1'-3' d Beam Size Minimum Altemab L=D+X' Minimum Min.#KnN Min Stlohing 1ht 9 4'-0• d 5'3 b 5'4' b 9-71' d 9 6'4' d T-3' b 5-11' b 1'-7 d Post Sizs Post Stsa 114'0" 3/6"a Kra Braw• Brew Screws Scmva 24"o.0" ]0 4'3 d 5'3' b 5'-1' b x-10' ! CD it i€ }, f d 10 8'-1" d 6'•10' b 6'•8" b 1'-T d 2"x 4'x 0.050"Hollow 3"x 3'x 0.060" 7 x 3'x 0.050"•"' 2 - 2x 3•x O.OW (3)08 #8 r .- , i 11 4'4• d 4'-11' b 4'-t0" b 0'-10" d 11 6'-10" b 6'3 b 6'4' b 1'-T d Self Math Seems =��,..�1I C9 a. 12 4'-3' d 4'- et 2 a .a, a t (id ;k; ' 9• b 4'-7' b a-10' d 12 5'-r b 53• b 5-1" b 1'-1' d 2'x 4"x 0.040'x 0.100' 3•x 3"x 0.060" 7 x 3'x O.O50- 2 7 x 3'x 0.050' 3#8 #8 2•z 4 x 0.045 Snap Ion J Load Mex 2":5"x0.050"x0.100• 3•x3"x0.060" 7x3'x0.050"" 2 2'x 3'x 0.050' 3)#8 f18 tj W m I,, .SP V I bands b•or deflection'ti - W Width In 2"x 6"x 0.050"x 0.120" 3"x 3'x0.060" 2"x 3•x 0.050' 2 7 x 3'x 0.050' 3)#10 #10 2 c dE t i,_ @`. " ) 1 b 2 Span 3 Span 4 Span Cantilever Y x 7"x 0.055•z 0.120" 3'x 3"x 0.060" 2'x 3'x 0.050' 2 2 7 z 3'x 0.050• (3)#10 #10 W C9 0 1 S 9'-8' d 11'-3' b to-11'b 1'-t0' d Y x 7'x 0.055•vel Insert 3'x 3"x 0.093" 2'x 3'x 0.050' 2 2 7 x 3"x 0.050" (3)#10 #10 d W W LL ?. 6 9'-1' d 10"3' b 9'-11' b 1'-9' d Y x 8'x 0.072"x 0.224" 3'x 3"x 0.093" 2'x 4'x 0.050' 3 2 7 x 4'x O.OSa (3)#12 #12 -n .0 ! 7 W-6" b W-1i b Y x 9'x 0.072'x 0.224' 3'z 3'x 0.093" 7 x 5"x 0.050'x 0.100' 3 3 2'x 5"x 0.050'x 0.100• (3)#14 #14^ T•11' b 8'-11' b B'-7• b 1'-r d Y x 9"x 0.082"x 0.306" 3"x 3•x 0.125' 1 x 6"x 0.050"x 0.120' 4 3 Y x 6'x 0.050•x 0.120' (4)#14 #14" C to ! C n 2"x10":0.092":0.369" "x 4•x0.038"X0.100 7xTx0.055'z0.120' S 4 Tx Tx0.055'x 0.120' 6#14 #14" 1 U m ro 9 T-6' b 5-5' b 8'-1' b 1'3 d li _ Double Self Mail Beams rrDi 10 T-T b T-11" b T-8" b 1'3 d 17 5-10' b T-r b T4' b 1'-' 2)2"x 8"x 0.072"x 0224" 2"x 5"x 0.050"x 0.100 4"x 4'x 0.125• 6 4 2"x 4'x 0.044'x 0.100' B#12 #12 ~ ro m R € 5 dco 12 6'-6" b T-3• b T-0' b 1'S' d - 2 2"x 9"x 0.072"x 0224" 2"x G x 0.050"x 0.120 4"x 4'x 0.125' 6 4 7 x 6'x 0.050•x 0.120' (8)#14 #14" _ 0"0 x d o Notes: (2)2"x 9"x 0.082"x 0°306" 2"x T x 0.055•x 0.120 4•x 4'x 0.125' 8 6 7 x 6x 0.050"x 0.120" (8)#14 #t4" 0) m 1.Above spans do not include length of knee Mace,Add horizontal distance from upright to center of brace to beam 2)2•x 10'x 0.092"x 0.369 2•x 8"x O.D72"x 0224 4'x 4'x 0.725' 10 8 7 x T x 0-055'x 0.120" 10)#14 #14" U Ci �- h t �:�� +I,•' I { I1 7 ' Dn9 The minimum number of thru bolls is(2) V p; o gp 2.Spam to the above spans for ictal beams ns. •Minimum post/beam be used as minimum knee brew a 2.Spans may be Interpolated. may LL � I ' Decrease spacing to 16'o.0" Knee Brave Min.Len Len `@ m or 2"x 3'x0.095• ' I ( Yz 2"x9.044" /'4' 2'-0"-• J Y x 2'x 0.055' 1'4' 2'-0" 2"x 2"x 0.093' 1'4' 2"x 3"x 0.050' r-6• 24 1 l 2"x 4'x 0.050" 1'3 3'-0' + ' it ,I, ; l ({� f I I I I�I �; I ' � '. _ - A �jam\- 1� ; ( h SEAL r 1 i f a.. 1. 4-120 2-1 12007 101 i I i r• t i ,• �:1: ` n ,,. I Ls, _ ,,.�.� ._, . ,� # ! :, G�I,i f! II ifs •,, , - � SII 'I i '` if iIt ' ,;I. I { ;�,;.1{a I {I for Miscellaneous Framing Beams for Screen Acrylic or Vinyl Rooms 1PIt @ Table 3A.1.3-130 Allowable Boom Spam g ry Y Table 3A.2.2 Allowable Upright Heights,Chair Rail Sponsor Header Spans h Table 3A.1.1-130 Allowable E Beam Spans -Hollow Extrusions ' @{{ t I' P For 3 second oriel uslt at 130 MPH velocity;using design load of 15.0 XSF for Screen,Acrylic or Vinyl Rooms ,ev Aluminum Alloy 6063 T-6 for Screen,Acrylic or Vinyl Rooms g For 3 second wind gust at 130 MPH velocity;dy;using design load of 15.0 41SF(56.6 iNSF for Max.Carrillo ver) Aluminum Alloy 6063 T-6 Aluminum Alloy 6063 T{ Hollow,and Tribal Mil. For 3 second wind gust at 130 MPH wloeay;wing design load of 18.0 4ISF 5'-0" 6'-0" 7'-0" 8'-0• 70'-0• 12'-0" U'-0" 16'-0" 16'-0" Tribute Load Width'1M s Purlin S ei Sections T-O- 3'�4- IF 4'fi" 5'-0" 5'-6" B'-0" 2 x 2"x 0. x 2 x 0.055" Single Sell-Mating Beams 2'-0" 3'-0" 4' ;I Load Mex.Span 1'I bends b'or dMedbn' Losd Mu.S n'L'I bendt 'b'or deflection'd Aitowable Spsn'L'I Mndin 'b'or deflection T-0" Tom' I` Ma. d 8'-9• d B'-3• d T-10•d T-6' d 6'-10'b 12".3' b 5'-9' b 5'-5' b 5'-1' Allowable Hai ht'H'I handle 'b'or deflection'd 1 6 2 8 3 Span 4$ n 2"x 4"x 0.050"Hollow 11'-10'd 10�'d 9'S' (( tt 1&2 n 3 n 4 5 n pen pa W Ib� �[�I, ,) '. ,G r t ,f':• I Width(R) YVldth(R) b a n Ice d 11'-3•d 10-T d 10'-1•d 9'S" d 8'-11'b 8'-2' b T-r T- SW SW W Can6Nver " - b 1 b 6'S' b r x 2"x 0.044" Hollow, 6'-5' b 5'-11' b 5'.V b 5'-3' b 4'-11" b 4'-9' b 4'S' b 4'4" b '-r b Al' b r x 5 x 0.06Y Hollow 15 3 d 134 d 12 d 6'4" d 6'-5• d 0'-11' d 2"x 1 x 0.055" Hollow 7'S" b 6'-17' b GS' b 6'-1' b 5'-10' b s'S' b S4' b 5'-1' b hp 27 I1 ii ;' ;�'r „ •I'! 5 4'-10" d 5'-11" d &-(r b 0-11" d 5 5'-1 d 9'-9• d 9'-1" b 8'-5' b T-10'b r-D' b G-5' b 5'-11' b 5'-7• b s'-3' b '-11' b 4'-9• b 2"x 4"x 0.046"x 0.100" 13'-3'd 11'-"d 10' 3"x 2"x 0.045• Hollow T-1' b 6'-6' b 5-1' b 5'-9• b 5' b d 5'-r d 5'4r b 0-10' d 6 4'-10' d 5'-11• d 6'-0' b 0'-11' d -6' 5'-2' b 4'-11' b 4'-9' b 6 4'•8• d 17-1'd 11'-1'b 10'4" b 9'S' b 8'-T b T-10•b T-3' b 6'-10'b 6'-5• b '-7. b 4'-6' b I 2"xrx0.050 x0.100 16-5 d 144 d 13 '.. 3"x 2"x 0.070" Hollow 9'-5• b B'-9' b B'-2' b 2"-8' b T4' b 6'-11' b '-8' b 6.5' b 4'4' d 5.9' b s'-i' b 0.10' d 7 4'-7• d 5'-8' d 5'-T b 0'-10 d 6 7 b 13'-8'b 17-5"b 11'S" b 10-9'b 9'-8' b 8'-10'b 8'-r b T-T b T-2' b -Y b 5-11" b r x M x 0.050"x 0.120• 19'-2' d 16'-9'd 15'- r 3"x O 045" V-10' a : x Hollow 8'-6' b T-11' b T-6' b T-1' b 6'-8• b 6'4' b '-1" { 4'•1' 4'- B 4'4" d s'-5 d 5'-3 b 0'-10 d b b 1 b 9• b 0'-9' d '-8' b 5'-5, E , D 14 Y b 13-6 b 12-6 b 11 S b 10'S b 9'-6' b 8'-10'b 8'-3• ti T-9' b , 'L+ Y x T x 0.056 x 0.120 21-11 d 19'-1 b 16 2"x 4 x 0.050 Hollow 9'-1' b 8-s b T-10 b 7-5 b 7 ' � _ 4'-r d 5'-1' b 4'-11' b 0-10' d � , � -0' b 6.8 b '-5 b 6'-r b -11' t -!. 9 3 11 d 4�' b 4.6' b 09' d 9 b S-9' b .: ,.F. I i fl' � o • ,�, .„",,,... . "-. �.,:, - d 19-11 d 18-10'd 1T-10•d 1T-1 d 15.6'b 14-r b 13 r b 173 b 17 r b � � t+.. a �:. i ,,.,•. -�, t% 2"z6 x0.072 x0.221 Zr4 d 23S d 21 2x5 x0.062• Hollow 11-9' b 10-10'b 10-2 b 9'-T b 9'-1 b - - I, { 4 r �.. �: „i� 0-9' d 8.8 b 3' b T11 b { ( 1 ,u ,:„, i•,.: ;. 4' 4._. 4'-1' d 4-10 b 4.8 b B D T-5' ,.gg. , i.... .1. ,. ..I �. 10 310' d S b 3 b 09' d 1D :13 1 : _I .: i. „r t L,.. ,.. , " d 21-11 d 20-T d 19'-6 b 18 3 b 16'4 b 14-11 b 13-9' b 17-11 b 17-2 b - ", +. . '.•. .,. ,._ r x 4 x 0.046 S.M.B. 13-r 1 - � r- -... EI ik f �I I "I; � I 2"x9 x0.072 x0.224 29'-9•d 25-11 d 23- b 7Y b 11-5 b 10-9' b 10'-3 b 9'-9' b 4 b 8-11 b , 4'-' -11• d 4'-T b S b , b 8'4' D 11 3.8' d 43 b i b 0.8• d 11 3' {) " d 27-9'd 21 S d 20'4 d 19-5 d 18-0 d 1G-11 tl 16-1 b 15-1 b 14-2 h " - ' 4 { 4 2x5 x0.050 S.M.B. 15-9 b 14-T b 13-T b 12-10 2"x 8 x 0.062"x 0.306 30-10"d 26-11 d 2 r -1 b 10-8 b - 4'-' b 0-9' d 4r b rO'- b 12 3T d 4-0' b 3'11 b 0.8• d 12 310' d 45' b 3 _ _ d 2T4 d 25 9 d 24 5 d 23-0 d 21.8 d ZO 5 d 19'-5 d 18.3 b 1T 3 b - 2x8 x0.050 S.M.B. 16.5 b 15-r b 14-2' b 1 '4' , '_ '� '_ 2"x10 x0.092 x0.369 3T1 d 375'd 29' 3 b 17.8 b 121 b 1. T b 11 Y b xrx0.070' -®" D 10'4' D ,r 2"x 2"x DAM' See T•9" b T-Y b 6'-9• b G4• b E-0' b 5'-9• b S' b 5'-3' b `�'I.�" t � '„ �:r ;., ,. � '.� :.P n 'I r Max.$ N 1'I Mndl T'a deflection -1 b 4-it b : 'I .(y, ,..,u al :"., ;�i,_, i �,.� „ t a ,. ,. �';:; I � � :.. Load Mu.Spa l oris T o ddlMbn d7 t.asd P {{ Tribute Load Width Y x 3 x 0.045 Sn 8-10• b 8-r b T-8 b T-3 b 6'-10' b 5.6' b -3' b 5'-11 b f' 1 , ', ; '•-�. . Width Mat[. Wldlh ft -r b ...r ,.. . t (n) ( ) Span 3 n 4S n , 1625 n 9 48 162 Span W -0" 6.,0., T-0 8,0. •0" �- `..., . ,•.: -,r" W Sven � P S 10 12.0 14-0 18-0 16.0 Yx4 x0.045 Sna 9'S' b B-10' b 8-3 b 7 g b T-5 b CaMlkver Ca Double SeM-Marin Beams T-0 3-0 4 p � '- T-T d 7S d 1-7 d Allowable Spen L/handle b or detleetlon d 3 x 3 x 0.045 fluted 7.8 b 7-7 6 6S b 6'4' b 5 ): f L.,., ��.:..,,I, .:, ! I± : 6 5£• d 8'-9' d 6'10' d 1-0' tl 6 61 d -1 b M-1 fs Irr,. l ,... 3 r.. ...:,q. s,... ,, F �..I x,. ... _ _ _ d 25 r d 23-8 d 22-&'d 21.6'd 19.11 d 18-10•d 1T-t0d 17-1 d 164 b 3 x3 x0.060" Square 9.6 b B 9' b 8 r b 7 9' b T4 b 6-11 b -8 b 77 : 6 5'-1 d B4 d 64 b 0-11 tl 6 5'9' d T1 d T3' d 1 1 d 2"x8"x0.072"x0.Z24 34-r d 29-10•d 27- -2• b ...gg ,... • ( _ _ .. - _ _ O 093 a 1 - _ 4 3 x3 x 5 re 3T b 127" b 1110 b 71 1 b 10T b 101 b _ _ - 1 d 1-0' d � � d 2T T d 25 11 d 2 S d 23 T d 21 11 d 20 T d 19.6 b 18 3 b 17 2 b 9u 9'-8 b 53 b rt. 7 410' d 8'-0' d S10' b 011 d 7 5S• d 6-9' d 6'1 37-9'd 28- •it b I rx9 x0.07rx0224 3 _..I :. t ,..r a ;........ _. r:. , _ - _ 3x3 x0.125" uan 16-3 b 15.0" b 14-1 - - ...... _ 7 d 1 4 - - _ Sq b 13 3 b 17T b 11 11 b 1A-6" b 11.0' b B 4.8 d 5-0• b 5-6' b 0-tt d 6 5-3 d 6'S d 8.6 b 0 11 d ,- � d 25 S d 2 -0 d 26 3 25 d 23 d 21 11 d 20 t0'd 19 11 d 19'2 d 2 x 9 x 0.062 z 0.306 39'-10 d 34 1 d 31b 4"x4' - - x0A2S S uan 2011 b 19'5 b 182 b 1Tr D 1G3 _ _ _ -S d 5 d 309 d 29'S d 2T4 A 4- - Q ,� i �� i. i I +r.,, ,� 'a.[,• , g ^t � 9 4S d 54 D 5-r b 0-10' d 9 5-0 d G3 d 8 1 b 011 d 4--1 d 3T- d 34 32 d 25 d 2 5 d 234 d 22 5 d -P.D Y x 10"x 0.092"x 0.369• 46-9'd 0 ,+ (. For 3 seond wind gust at 110-162 MPH vsloe win design Iwd of 21.0 RVSP r ii I i : i.. r � 10 44 d 5-1 b 4.11 D 0-10' d 10 4-10• d 5-11 b 5-9' b 0-11 d 9 aY. 9 9 0-11 d mbute Lo.d wh w Pani s i J Z 11 4 2 d 4 10' b 4-8 b 010• d 11 4-8 d 5-8 b 5.6 b • 7 4 } €t a Ssetlan 3-0 3.6 4-0 44 5-0 F.I. -0" 6'-6 Q Q 4'-1' d 4'.-8• D 4'-6' b 5'S' b 5'3' b 0-10' d �" Tom' .. Allowabb tH M'H'I bands b'orldsMe6on'd . a i �� i "x 3•x0.045 x4';i .050 a .. .i ..I, i•+i: #, 47 i �;,. �...., �... :. :,• • ....a. � � 2 x2 x0.044 Hollow 5 11 b SS' b 51 b 4 10' b 4-T b 44 - -M--10b �x.t ,,.�,I i ..� ;. ,... � : Max.5 t 1 bird Tor da}Isctlon Load Max. 'L I Mndl Tor daMetion - b r b 4-0' bs . I4,L., I'. . I Load Pan Span 3'-9' b , s .f I a. Width YVIdtl1 ft u. -_ 2 x 2 x 0.055 Hollow V-11 b b 5 b 6'-0' b 5-8 b 54 b S 1 b it b 4'-8• D I'"' t ",'• r WI (ft) ( ) "-6' b 1'S' b I; ;•,� ' J i. �....,, yy i 1 6 2 Span 3 Span 4 n- 1 6 2 Spa 3 Span 4 Span ape , _. _. .- _ ,_ GMllever GnaNver2q;- 3' b 4'-2" � ( i 3 xrx0.045 Hollow 6S b 6'1 b 5-8 b 54 b 51 b 410• b T' b 45 b , iI 1 .,i :. {. .,L. ..I •i { b 1.8 d 0070 Hollow 8.9" b m :. S 6'-9' d 84' d 8'-r b 1'.3' d 5 8'-9' d 10-9' b 10-5 3 x2 x 8-1 b T-7• b 7-r b 6-9' b 6-5 D -Y 5-11' b Z -6' b 15B' i, 1 -T d 2"x 3 x O.OIS Hollow T-11 b T-5 b -11 6 6 6'4 d T-0 b TS b 1-r d 6 6-3 d 9'40• b 9'-6 D 1 6 b S b 6-r b 5-11 b -8 5S b .. ..... r ...2"r :• I tl.. r r I � m vnth Self Mating BeV-10" ,_ f I i { .. .. I a L,s� I I edea s ams - - - - r ,.. .. �... .., � - _ _ - _ -6" d 9 2 x 4 x 0.050 Holiow 8 5 b T 9 b T 3 b b 6'E• b 6'r b 5 11 D 5'-8 D J � ,i. .., i i �,� ! .r '� I f' , 7 6'-0' d r r b 6.11 b 1 r d 7 T 10" d s t b e 10" b 1 Table 3.1.1.4-130 , Allowable Spans for RiFf�9 -6' b 4 b Lt1 t { 1 =1, to _ In Room 2 x 5 x 0.062" Hollow 10 10•b 10-0 b 9 5 b 8 10' b 8 S b 8---0--b :+ ,..,... ,:..... . { Screen,Ac tic or yl 0 5-9• d 6.8 b G-s b 1-1 d 6 7-6' d 8'�i' b 8 3 b 1-S d for SCti 4 b "1 b G-10" W � •> '... . ,.r ;�+ i ::. ! I. ry .•.I n, .; '.11.. 2"4.. 7.. f Ix Italn design 2 x 4 x 0.046 S.M.B. 17 2" D 11 4 D 10 T b 11 9' . Z I _ b 14 d 130 MPH velocity; 9 es gn Ioad of 15.0A1SF 5 b 5 b 9-0 b -8 b •84 b 0 5T d dJ b 61 D 11 d 9 72" b 8-0' b 2"A wind eat d� � -11 b. .9' - �.. r For 3 second 9u , 11 l d � 14 d 2x5 x0.050 S.M.B. -14 T b 13�" b 17T b tt 11 b 11-3 b 10 9 b 1 3 9'11 b 0. 10 54 b 5�1 b 5-9' b t'-0" d 10 6.10' b T-7 b 74 b c - aI asd Width'1M Purlin 5 ad r , ,1 I� �,,r•.t ,+ t uta L P ng , , 2x6 x0.050 S.M.B. 15 Y b 14-0 b 13'-21 b 175 b 11A b 11 2 b 1 9' ti 104 b i 11 5-1 b 5-0 b 5-6" b 0-11 d H 6S b T-3 b T-0' b 1-3 dv71 - 6-0 9-0 10-0• 11-0" 12"-0t7J � I, SON Matin Sections 5-0 6'-0 0 7- - - - - 4'-11* � � � _ 9 2 x2 x .041 Snap 2 b 6� b 6 3 b 5 11 b 5 T b 54 b 1 b b ...,,. .. ,�... 440' b 5'S b 5-3 b 0-11 d 12 B-3 b 6.11 b B-9' b 1 3' d .. .. 4-T 42" E I,. .I..• . I .:�... ryyg { L:+:,t ". , ...,. I : ,.I ,:. , 12 bis S n L I handle b or deflection'd' � � � � � � � .. 2"x3 x0.045' Snap 8.2 b 7-T b T-1 b 6.8 b 64 b 6-0 b -9' b 5-T b 8- b 7- +.. t. Notes: b 8-9 b 3 10 b 7.6 b T-2 b 100 11-1 b 10-r b 9- 2"x4 x0.045' Snap 8-10' b B-r b T-8 b 7-r b 6'-10' b 6'S' b -3" b 5'-11' b Yx4 x0.044x0. P 1 b S' 4 beam � 1 spans do not Include of knee brace.Add horizontal distance from upright to center of brace to . .Above vs hrpm peg ,. �-. -r r b 10-9 b 10 Y b 9S b 9'-r b 8-70' b -- -, :_. ._ ._ � �-. � �. � � I r x S x 0.050 x 0.100 13 T b it 5, b 11 3 x 3 x 0.045 Fluted T 2 0 6 7 b 6 Y b 5 10 b 5�' b 5 3 b 5 b above for total beam ns: , V connection to the spans > - - - b 17 1 b 114 b 10 9 b 10 3 b 9'10 b - - - V-10' - - : .. 2"x6 x0.050 x0.120 15-3 b 13-1 b 17- 3 x9 x0.060 Square 8 9 b 8 1 b TT b 7 2" b b 6.6 b 8'2 b 5 11 b , 2.S be iota �. Pens may interpolated. , r-..,. ,. . a„ � b 13-1 b 174 b 11.8 6 11-r b t �_ �_ , - W-111 ._ - ,,I. .;. r.,.let _...I .� I, ,l ,�r ,.I k'� '� 4 b 15-1 b 13'- 0'8 b 3 x3 x0.093 Square 12 7• b 11-0 b 10 11 b 104 6 09' b 94 b T I. "i § .(. i., t g I fl rxT'x 0.055•x0.120 16 .. 1 :� ;,� 812" '�, f , ,, i :„ .�'r 'a.. .. I i, i ,.'I " � b 19 5 b 184 b 17-0 b 16 T b 15 10' b 3 x 3 x 0.125 S uan 1s-0' b 13 11 b 13-0 b 17 3 b 11� b 11'-1' b 10'-8' b 10'-3' 2"x 0 x 0.072"x 0324. 24-T b Q - p ,' � � b 204 b 19'2 b 18 3 b 17.4 h 16S b 4 x4 x0.125" aero 19-5 b 1T-11 b 1G-10 b 15.10 b 15-1 b 144 - ..� 7( •.,�. II � I �;� { j� ,,,..,. I..I,o� I .. � :,, .i,. �, 2x9 x0.072":0224 25-9' b 23'S b 21- Sq b 1 5 b 132" b 1 ...� r it -'#-" 0. , i - �r ;:. ... � , " b 23 10' b 22 5 b 21 3 b 204 b 19 5. b Table 3.1.1.2.130 Allowable Ed Beams ns-Sna Sections r x 9'x o.oez x oalo• 30-1 b 2T-6 b 25- Hotel• � L1J 9e Pa P - Q � � -11 b 2T-3 b 25-0 b 4 - spans _ - b 28 0' 2 S b 23 T b 1.Above t o not include of knee brace.Add horizontal distance from to center of brace to beam for Screen Acrylic Of Vinyl Rooms 2"x 10 x 0.092 x 0.369 36 T b 33S b 30 �n� COS1tr�son b1M ,Ary Y above ns for total beam ns. � Q.' Max.exCantilever)$ For 3 second wind gust d 130 MPH velocity;aero design hwd of 15.0 WSF 56.6#VSF for M r) w Z 9 KYR 9 9 ( Nets. Z ,..li r ,,, I:, I... .I„ ,..... ,.I. . 2.spans me be interpolated. ,. ., ...: I,: ,:,rzt .,,.....� !:. 4�.I� � �. rnansbn parallel to applied load. Y t2" VC-4 ,.. :.:... 1 a=• �:, r 7 ' f:.:', !, . 'r�•.+.')I: Aluminum AI 6063 7.6 1.Teles assume exhusbn oriented with exhusbn'd0 - Spam7 x x Snap n 2"x 3 xD. na rasion 2. me be Interpolated. Y intarpd d l g { Yil I� g .. I �d. Load Mu. 1'/Mndl T'or lineation' Load Msx.Spsn'L'!Mndl T'a deflection W J U 2"w o 4 3 Sen n d Width(R) Width�.) Maz t i 2 Span 3 Span 4 Span GntlNwr 1 6 2 Span 3 Span 4 Span CamlMver Q LJ.1 5 Ss d 6-0' d 6 e' b 1'0 d 5 T4• d 9-0 d fy-9 b 1'S' d Table 3A.3 Schedule of Post to Beam Size w f� I,I FG � t Aluminum Alloy DOW TE i t 6 5'-1' d 8'4• b 5-1' b 0.11' d 6 6'-10' d 8'-3" b T-11' b 1'4' d 4 TNu-Boas 'II 7 4'-10• d 5'.10 b 6-8' b 0-11' d 7 6'-6' d r-8' b TS" b 1'3• d fY il:� .� a .d { ' �i1 2"i • i :.I. �', : W 8 4'S• d 5'S• b 5'-3• b 0-11" d 6 6'-3" d T-r b 6'-11• b 1'-r d seem SW Minimum Albmats LaU%' Minimum Min.4 Knee Min.stiching I 9 4'-5' d 5'-r b 4'-11' b 0-10' d 9 6'-0' d 8'-9' b 6'-8' b 1'-r d Past Sin Post SW 1/4's 3/6"a Kns Brace' Bran Sc 24"c.ca .;1 p.! a ,f I" #t 'r i,... 10 d'-4' d 4'-11' b 4'-9' b 0-10" d 10 s'-9' b -5-5' 6 5-r b 1'-1• d r x 4"x 0.050'Hollow 3'x 3'x 0.060" 2'x 3'x 0.050""' 2 Y x 3'x 0.050' 3 A8 J (9 11 4'-2" b 4'-8' b 4'S' b 0-10' d 11 5'-S b 6-1• b 5'-11' b 1'-1• d- Sea Meting Beams :.I, I s ;{'y ; III „ I' 2•x 4'x 0.040'x 0.1 DO" rx3'x 0.060' rx3"x0.050"•'• 2 2 x3•x0.050• 3 48 '.,;� L.. ';.. 12 3'-11• b 4'-5• b 4'4' b 0-9' d 12 5'-3" b s'-10' b 5'S" b 1'-0- d ( 3a {. i r x 5"x 0.050'x 0.100• 3"z 3"x O.O6D' r x 3'x 0.050'•" 2 r x 3•x 0.050- 3 48 1t8 W �-m Iii' ji _ m .. c � � ;( ;• Load Max.Spsn'L'i oris T'or dMaction' 2"x 6"x 0.050"x 0.120" 3•x 3•x 0.060' r x 3'x 0.050 2 r x 3'x 0.050 (3)if10 410 11 2 Width(fL) Most. Y x 7"x 0:055•z 0.120" 3'x 3•x 0.060' r x 3'x 0.050' 2 2 r x 3'x 0.050" (3)410 162Spsn 33Pen 43pan #10 U Z X Cardliever 2"x 7"x 0.055"wl fnssrt 3"x 3•x 0.1193" r x 3"x 0.050" 2 2 r x 3"x 0.050' 3 410 �. 2"o a m {' I� _ 5 9'-3' d IO`4r b 10-2" b 1'-9' d O #10 -r - �p 2"x r x 0.07r x 0.224" 3"x 3'x 0.093' r x 4•x 0.050• 3 2 r x 4'x 0.050' 3 412 412 ... v 6 B•T b B-T b 7-3• b 1'-8• d 2"x 9"x 0.072"x 0224" 3•x 3•x 0.093" 2'x 5•x 0.050'x 0.100' 3 3 2"x 5•x 0.050•x 0. 3 414 to 5 n 411• C) > o 7 r-12" b 8'-10' b 8'-7" b 1'-T d D 2'x9"x 0.162"x0.306• 3'xS'x0.125• Yx6'x0.050•x0.120' 4 3 2'x6'x0.050'x0.1 (4 414 414" 8 T-5" b 8'4' b 8'-0• b 1'-6' d 2"x 10'x 0.092'x 0.369' "x 4'x 0.036"X 0.100' Y x T x O.OSs•x 0.120' S 4 r z T x 0.055•x 0.1 (6)#14 -#14- 9 m C U m 9 E-11" b T-10' b T-r b 1'4' d 414" I Double Sea Meting Beartn b T-5' b r-r b 1'S" d m - ,�' 2"x 6"x 0.072"x 0324" 2"x 5"x 0.050"x 0.1 4'.x 4•x 0.125• 6 4 2'x 4•x 0.044•x 0.100' 6 412 412 W h a 9;7 4 11 6 4 b T-1' b f-10 b 1'4' 2"n E d 2 2"x 9•x 0.072"x 0324" 2"x 6•x 0.050"x 0.1 4'x 4•x 0.125• 8 4 2•x 6•x 0.050'x 0.1 8#14 W rd X �-ty �. ✓s .d.; t t, ( �� 414" - p �i i t.,� ': .i 12 G-1' b 8'-9• b 6'-T b 1'4' d O 4• 4' r Ir O1 B 14 p' S, ( (2 2"x 9'x 0.062"x 0.3116" 2"x T x 0.055"x 0.12 x x 0.125' 8 6 x 0.050•x 0 4 414^ p m 1 h l v ; Has. (2)2'x 10•x 0.092"x 0.369 2"x 6"x 0.072"x 0.224 4•x 4•x 0.125• 10 8 2•x r x 0.055•x 0.1 (10)#14 W e a2" I Pa length upright The minimum number of thru bolts is 2 - a 1.Above spans to not ioduria of knee brace.Add horizontal distante from ht to center of brew to beam O � connection to the above spans for total beam spans. Minimum /beam be used as minimum knee brace n 2.Spans may be interpolated. 'I.i { id I' '•III :1 �' i,¢ ( Decrease spacing l0 1G o.e. Knee-Brace Mln.La Mu len LO a 2•z 3'x 0.04s, r x r x 0.044" 2"4' 2"-0,. O J p l `I z•x2•x0, 2"4' r-0" bei 2'x 2"x 1 pp 1 {I riz I rx3-x o: 2"6• S, 2•x 4"x O V-6i' L) ' �l'-0' l2" ! 4 r z I "j U. I q i ADO W S { .(A HES it it I N � I 3 a 4-130 i 8 I . 2-14-2007 1 U I if { & r C �F �� _ II i {�:� .�''. `j� .�j •:'.� II , ; I i.� I I 't'� (<.,�I, ; =l .� r s` � :. I ;I � �I t7 IE�j i3 {h, REMOVE VINYL SIDING AND REMOVE VI j SOFFIT ON THE WALL AND SOFFIT ON THE WALL AN6 I tI INSTALL SIMPSON CS-16 COIL INSTALL SIMPSON CS16 COQ STRAP OR EQUAL FROM 1 i �i I'L ' { .f STRAP OR EQUAL FROM I ) :{ TRUSS I RAFTER TO BOTTOM TRUSS!RAFTER TO OOTTOW OF DOUBLE TOP PLATE JOIST OF DOUBLE TOP PLAXE JOIST I� EACH TRUSS!RAFTER 0 EACH TRUSS I WIFTFR THE FLOOR,WALL,AND ROOF THE FLOOR.WALL,AND ROOF I SYSTEM ARE THAT OF MOBILE SYSTEM ARE THAT OF THE FLOOR.WALL.AND ROOF THE FLOOR WALL AIIROOF MOBILE j SYSTEM ARE THAT OF MOBILE - �, y SYSTEM ARE THAT OF MOBILE I MANUFACTURED HOME l MANUFACTURED HOME 3g I MANUFACTURED HOME !MANUFACTt�HOME i� I I NAIL STRAP W1 16d COMMON TRUSS AND I�t I I .I� � } i I, � ' �I£I' 1 ; SCREW COR STRAP TO i �F SHEATHING WIOBx r DECK 1 E F r NAN STRAP WI 16d COMMON THE FLOOR WALL,AND ROOF SCREWS A 16'O.C. THE FLOG WALL,AND ROOF SYSTEM ARE THAT OF MOBILE R @ TRUSS RAFTER AND VERMICALLY SYSTEM ARE THAT OF MOBILE PERIMETER l MANUFACTURED HOME REPLACE VMdyL,'SIDING 1 MANUFACTURED JOIST HOME SCREW qq 1 I COIL STRAP TO tl { �31 f' SHEATHING W168 x 1'DECK INSTALL NEW 48'OR 60' KNEE WALL WI 2 x 4 P.T.P. ;r SCREWS®16'O.C. AUGER ANCHOR PER RULE BOTTOM P - VERTICALLY 15C EACH NEW PER LATE,STUDS& REPLACE VINYL SIDING INSTALL Irr CARRIAGE BOLOUBLE TOP PLATE T 8"L'BOLT Q O.C.OCNAIL PER TABLE 2306.1 Q J 1 9 II;i THRU PERIMETERJOIST AND FLORIDA BUILDING CODE II,1, t u STRAP TO NEW AUGER EACH STUD SHALL HAVE A , ANCHOR , SIMPSON SP-1 OR EQUAL I' Z L. / 0 E ;I SHEATH W/11'1"P.T.PLYWOOD U i ( L ' � (7 I I ALTERNATE: >, TYPE IN FOOTING OR 16'z 24' NAILED Wl#8 COMMON 6'O.C. �k EDGES AND 17 O.C.FIELD OR � } — J 4'x 4'P.T.P.POST WI RIBBON FOOTING WI(2)160 — Li! STRUCTURAL GRADE Z Q a. SIMPSON 4'x4'POST BARS,2,500 PSI CONCRETE � ~ Z I II I 3 THERMAL PLY FASTENED PER W 0- IS BUCKET INSTALLED PER — € II ; [ ` „ MANUFACTURERS THE MANUFACTURERS W C1 D �.. w 'r,;, } SPECIFICATIONS TOP& SPECIFICATIONS ^� i BOTTOM m U A to CO I:�� (_.:� II �I . is f , STRAP SIMPSON COIL STRAP w apLUt O to ii ;'' s j i ILII OVER SHEATHING c0 Z I (L Q "M l 3 I: I A ALTERNATE WALL SECTION FOR ATTACHMENT TO E WALL SECTION F U I: ALTERNA OR ATTACHMENT TO Cr N Ij' MOBILE/MANUFACTURED HOME 8 f{ € i�i�7 LLE/MANUFACTURED HOME - w U SCALE• 1 . ® Z m /4""1'-0' SCALE: 114' 114r LlJ to 104 w z � � I ;I V J I: INTERIOR BEAM(SEE TABLES O co STUD WALL OR POST 3A 1.3) O N ^I I 3 �I —� I a^I I � k.. III. (i PIl 3 �{ m J ID . KNEE BRACE(SEE TABLES. W LL � II I F,;, I BEAMS 3A.3)LENGTH 16'TO 24•MAX a . :I 8' PAN ALL FOURTH WALL U W t9 ' USE W2 - c DETAILS .a. � a. W t, . /,�/ / •a FOR BEAM SIM u t " t'I & I //�//.�//. POST SIZE(SEE TABLE 3A3) Y. v @ j \ • . t � t i @ � � I .� • � MAX POST HEIGHT(SEE/� SEE INTERIOR BEAM TABLES D m RS �. I TABLES 3A.2.1,2) AFTER COMPUTING LOAD WIDTH• - ir, z x .LO,(1L)WIDTH IS 112 THE DISTANCE BETWEEN O ��$ 34 w SUPPORTS ON EITHER SIDE OF THE BEAM ORLu SUPWORT BEING CONSIDERED ►- a 3 + RIBBON FOOTING caTYPICAL SGTION"FOURTH"WALL FOR ADDITIONS -JsCALE: Ill =r " — z ; I ADJACEN O A MOBILE I MANUFACTURED HOME Minimum Ribbon FooUnp SCALE: 118'"1'-0 p o it Poat Aneho taus• Extruskif SMng Tabie: U Zona h MP O.C. Anchors w & ar{ f v I L { 100 -14 1'4' A81144 SP1 32'O.C. U Ma.Boom RW Kwan - Msw iI ! ; 130-140A +3p -17 1'A" ABIJ44 SP1 370.0. 0.03E Q I� I' 1WB-150 1'•3' ABilµ SPFH 4B'O.C. 7x2 7x4' 7x7xA09S .. . �+, p Merdmunl6 3•xT; a.D50' 7xr 7x3'x$.0W _ F- t.{ _. r O PmJeubntromhoYti. -0.080' 7xMS.M.B. 2'xYx f i i s t :r :: , r'' : i ' For rails um 1/Y x 8"IrBolt,Q 48'O.C.end 7 aquae wasimm to smech ode plate b 3'x 3`� 0.080" ` ftft Std anehaa shall be at the wk end cop shat lo over tlm -0AR1' L { g;• ;I� P onh strap P by plate 3'x3' 7 x S'S.M.B. 7 x 7 x 0A50' .i'- r 4 i :f . `i• a £� : "�3 { I y 1 on b the�sodwra and straps shell he per mmuladurera aPedflmdom f TxT C.t45' 7xB 61AB 3'x 'x0.0V L �,. i. F .o•i I ,�',; y III .� j;:I .; i � : - 4'x4"AC.125' 2"x10'S.M.B. Tx 'XL124 - I if i O ¢5 f ( I G I J I < Q 2.114-2007 F V O © I � �. ,i.� r I.< 6 s 11f^i P i �t1 , ,'.. 'f• 3 II : '.,, I a a /1 ( i If{ �I'I�r p� �;� Ill •I � ,I i� rr Illi , ;iyi �i , '� I I j ';III I II I {, I REQUIRED FOR STRUCTURES(BUILDINGS OVER 400 SQUARE FEET ONL CONCRETE CAP BLOCK OR 114'x 6"RAWL TAPPER ALUMINUM FRAME SCREEN OW WALL BLOCK KNEE WALL MAY OPTIONAL THROUGH 1'x 7 AND R I II ANCHOR ALUMINUM FRAME BLOCK(OPTIONAL) — ADDED TO FOOTING(PER TO WALL OR SLAB WITH LOCK INTO FIRST COURSE OF ROW LOCK 2500 P.S.I.CONCRETE SPECIFICATIONS PROVIDED 1 #40 BAR CONTINUOUS BRICKS 114"x 2-i/4'MASONRY O ?: ANCHOR WITHIN 6'OF POST BRICK KNEEWALL TYPE S WITH APPROPRIATE KNEE 6 x 8.10 x 10 V+iE3DED Y�E I 'I� (1)#40 BAR AT CORNERS AND MORTAR REQUIRED FOR WALL DETAIL) MESH(SEE NOTES ,r l �, AND 2<•O.C.MAXIMUM ALTERNATE CONNECTION OF ;' 10-0'Q.C.FN 1 CELLS AND LOAD BEARING BRICK WALL ALUMINUM UPRIGHT CONCERNING FIBER MES {) {{ p kg SCREENED ENCLOSURE FOR w yy �; KNOCK OUT BLOCK TOP DETAIL I (I I u I's ii 'i �� BRICK OR OTHER Ni CONNECTION (2)#Sal BARS CONL Wl 31. COURSE WITH 2,500 PSI PEA 4• NOMINAL PATIO SEE PAGE COVER LAP 25'MIN. 1 (NOMINAL) RIBBON OR MONOLITHIC STRUCTURAL KNEE WALL :, Il ! FOOTING(IF MONOLITHIC _ )' 1`W IDE x 0.063'THICK STRAP `� ( ) ROCK CONC.DECK CONCRETE SLAB SEE NOTES I a CONCERNING FIBER MESH .`• 8 x 8-10 x 70 WELDED WIRE EACH POST FROM POST TO SLAB Is USED SEE NOTES OF m I 3.112' F { r $r ` • k fl 1 t ;I Y APPROPRIATE DETAILS) II FOOTING WI(2)#10x314 �k—• , I MIN, A -s— � M W. I I 12- it 7* MESH(SEE NOTES S. S.STRAP TO POST AND ————.` 16"MIN. • t \ 8'x W x 18•BLOCK WALL ESM 1 #5 0 BARS W/3'COVER ► ' / / CONCERNING O 1 114'x 1.314'TAPOON TO () TOTAL C' ) (MAX 32") 2 #40 BARS MIN.2-1/2.OFF SLAB OR FOOTWG �P ) .GROUND W \. \ \ \ \\ 6 MILVISOUEENVAPOR ! 11 t Ili AND FOUNDATION FOR SCREEN WALLS BARRIER IF AREATO BE KNEE WALL FOOTING FOR SCREENED ROOMS BRICK KNEE WALL ;,, SCALE: 12" Y-0' i ENCLOSED 7 IN. 2 #5 BAR CONT. .�\\ \\�\`S�\ .� SCALE:11d'■1'-0' ALUMINUM ATTACHMENT O 1rL1 a 03 'TERMITE TREATMENT O ( )#3 BAR CONT. -— 16'MIN. CONCRETE FILLED BLOCK S . :► W UNDISTURBED OR lg Jt j W W IN Y STEM WALL 8•x 6'x 16'C.M.U. rM Fr.°umroa yha y r m COMPACTED SOIL OF S7 17 2 10'-0' rc°e ° a1 ' / pp� • UNIFORM 95%RELATIVE-- W (1)Ata0 BAR CONTINUOUS �*Lmlat( �' i _4 17 2 -0' BEVE-- DENSITY 1500 PSF J♦(1)#50 VERT.BAR AT ` a a 56• 18• s Vi CORNERS Arra MINIMUM FOOTING DETAIL FOR STRUCTURES IN ORANGE COUNTY,FLOM!hpi 4• 3 W Y O.C.MAX.FILL CELLS WI 8' 17 a Z N W SCALE:12" 1'1 (n Y 1r y t s �k 72" 30' ♦ 1'-4' >v f 2.500 PSI PEA ROCK TYPE 1 TYPE 9 TYPE 10 Notes: CONCRETE MODERATE SLOPE FOOTING STEEP SLOPE FOOTING 1. AN connections to slabs or foorihps shown In this section may be used with the above kollrg. Q Z FLAT SLOPE 1 NO FOOTING 31 IIII ,,a 4 7117-T-10' >1'-10' 2. Knee wall detats may also be used with this iooti g. Z O W J_J 0 7117 J 8'x 17 CONCRETE FOOTING Notes: 3. AN applicable notes to knee wet detaNs a connection detatb tD be substkuted shell be oonhPBed vrYh. C9 d' to � I WiTH(N)#5 BAR CONT. on a minimum sot beer ressure of 1 500 ® of soil Control Flow Mesh:Flbemwsh a,Mesh InForol e3TM Flbermesh MD per maufacksa[ J J 9 �i•I tl 'r 1 M0P Psf Bearing PadW 4. Crack (Fomwriy ) As LU LOCATE ON UNDISTURBED 1. The founded"shown are baste N J 1M slab, Held sof test or a sdl tee la f Y NATURAL SOIL shat be verNied.� P n91 " by testing b s Iflcatlon may be used h Neu of wYa mesh. IJJ Q Z and 8• 0 Q. red of debts.facts. n compacted priorto lacenterd ofconcrete. q �! ;II s Iu i; o�I •ALL MASONRY KNEE WALLS SHALL HAVE A FILLED CELL AND VERTICAL BAR 0 ALL CORNERS 2.Ths slab Ifoundatlon dreN be d� p EXISTING FOOTING NEW SLAB W/FOOTING 0 slab h required except when aroabn uditlhe 0 F Nobs: 9.No tootbhp other than 3.1/Z(4' ul rll° n°ns9 Worn W e13 fn _ � = `j'I' p ( ; 4 r `• from the host strucuxe of the R or patio cover exceeds 16'-0'.Then a mYhknsn of e Type 11 bothg b o: f l 4' thick. u� 5 �- O LU 1. 3-12"concrete a"wth 6 x 6-10 x 10 welded wits mesh or crack clixi fiber mesh Flbemrorh a Mesh ( nomhan required. Ai slabs shah be 3-112' J khFtxCeTM ear"(Formerly Flbenneah MD)per rnaufecturer's spectllcatlah may be used in leu of sore mesh. nahuet sot 4. Monolithic slabs and footkhga shy be minimum 3.000 pal concrete vrlUh B x B-10 x 10 welded wire mesh or /A/A/ f" } N t0 { Vbquaen vapor bertier under slabs h A Mesh,InForee e3 Forme Fbennsah MD A \ ———————— ( II'I having structural above compacted dean M over(scarified) crad(conlrol fiber mesh: Flbxnl� '� "�(Formerly )P�frheufsGurers ♦yA yA�\ .� — U O 90%density. of wins mesh.AN slabs shat be atowed to cue 7 d before Instal" apactflcation may be used b Nath i p 2 #5 BARS"DOWELED INTO i \ \ \ \ 2 Loral code footing tequlremants shah be used la of tie minimum footings shown.Orange Courtly O \ \/ A/A Q U d anchors. -/ �� / / / / / / / W V tu t {^ ,• �; ; ?fl shat be a mbimum of 17 x 18'with 2#50 continuous bars for structures 1 build s over 400 sq. / / / / / O continu bG a�inlmum fooling use Type 11 footing or footing sedbn Isqulred by kx�i EXISTING FOOTING WI EPDXY �V/V/V/ / / / /V/ /�/V/V/ (n m s.K tical building cordes require \.�A.�A.v\��\��\�A��\.v\..\........... Z cq RAISED PAM FOOTING code. Local code governs. FL) e•EMBEDMENT, 25 MIN,LAP co � W LL s'P ,I r • ;I, ,, ¢ 'I.; ;,'I , , .'' -1 see adrltla,al dafeu for sates located h Orange County, w v KNEE WALL FOOTING FOR SCREENED ROOMS ( o usea T N toot TYPICAL CONNECTION OF PROPOSED FOMNG TO EXISTING FOOTING W Z It 6.t a carrier beam or fourth wap ir�"e b�� e �mom• _ J • !, ' t If ' scoria: 11{"-r a- LAB-FOOTING DETAILS SCALE: Ili•t<r N 9 f; I� G ? S SCALE: 112'�1'-0' J •g: All 2 I� � :i ;1 r I � '., ,! i j I I � : I s I I is a r I I h I I U. t I I 0- CD -r -+o 'ir� S�" r_.J 9 .;,{ � II•` I C I { •I � • �S i;•t � I I ,ill .� 'r 1 r� � ': '. : � d a� � � '.,I � II !' 6p li Ir y } I it lII t f m ^ _ J J 1 ff Q m s E C V O c 1 I . „I � k ;I I:f! I •j i � ,{ II �' �11{i$' I i .;. I�; ' , �� I I p J ~ W I 1 k cr tu Is •; �r I ��,t I' •' ' r - z ItI I f k Q j A Q i :..j �, i , 2t-t14-2007aOF1 O v # .I I 'Itl i i I � �I a 1 i I � (#•]� I �i J I�f I '. � ':. II ''I Fl it II • , ' � �yf= �I I i. ” � , �: , T✓ i !: � I '! i : ! {1. I :hft� I I; d�li �k I i I, , ufl 1 ,,9 � a� � F �F I � I h) hl N.. I ` �'f A AIF�, £� � .� 1 • h ) § } } G r IJ #8 x 112"S.M.S.SPACED #B x 1/? ALL PURPOSE EXISTING TRUSS OR RAFTER 8'O.C.BOTH SIDES CAULK ALL EXPOSED SCREW HEADS EXISTING TRUSS OR RAFTER - SCREW Q 12O.C. #10 x 1-11T S.M.S.OR WOOD WOOD SCREW(2)PERBREAKFORM FLASHING WxTx610"`0.02eMIN.BREAK 6' u I RAFTER OR TRUSS TAIL ........ ?tif3��ii::::�:; FORMED FLASHING #10 X 314'S.MS.OR WOOD A ii "t 7II r �;i ib Q:a? Pi SCREW SPACED®12'O.C. ROOF PANEL ROOF P 2 #10x1-12'SM EXISTING FASCIA O S.M.S.OR is ft wooD SCREW PER RAFTER PANEL TO FASCIA DETAIL ORTRUSS TALL w , I iF -� I I ha �II I SCALE: r n/o� $4 x 112'WAFER HEADEDExtsrLNG HOST STRUCTURE d� COMPOS IT3' ALTERNATEOF PA N ftWOOFRME MASONRY OR / S.M.S.SMSSPACED O. #10 x 3k'S.M.S.OR WOOD ( EE SPANOTHER CONSTRUCTION TABLE) SCREW SPACED @ 12-.O.C. I FOR MASONRY USE: STRIP SEALANT eETWEEN 2 iM'x1-iM I. O MASONRY SCREW CO + 1 W/ R' — � FASCIA AND H EXISTING F I FADER ASC A i" i ANC I HOR R O EQUAL 1 r � oc ® 1-0/4•FENDER R WASHER I 1!Z'SHEET ROCK FASTEN TO FOR WOOD I II USE: F ;1 i 4. .. PANEL W/I"FINE THREAD #14 x 1-112'S.M S.OR WOOD L o.:::: a I' t I: 'FOR FASTENING TO ALUMINWM USE TRUFAST �..,. ,. SHEET ROCK S SC CK CREWS Q i6' SCREWS 1 T O.C. UP TO 130 MPH POST AND BEAM PER + b E '�- FLOOR PANEL HD x('P a 314')AT 8"O.C.FORT ( WHEN SEPARATION B O.C.EACH WAY BETWEEN C WIND SPEED•0'EXP 'O.C.ABOVE TABLES) ..................... EXPOSURE.� DRQ EDGE AND PANEL 6 FASTENING SCREW SHOULD „i' 130 MPH AND UP WIND SPEED _ 4� I TO 15D MPI LESS THAN 3l4'THE FLASHING, I 'D'EXPOSURE. AMINSYSTEM SHOWN IS REQUIRED J 9E THE EDGEIOF PLASHING ROOF OR FLOOR PANEL TO WALL DETAIL Q SCALE r. ALT MOBILE HOME FLASHING ALTERNATE DETAIL FOR FLASHING ON SHINGLE R Z w 1 0" ROOFS WOOD STRUCTURES SHOULD CONNECT TO TRUSS BUTTS OR THE SUB-FASCIA FRAMING WHERE FFpR FOURTH WALL CONSTRUCTION _ ISCALE: Z'_1,-0., POSSIBLE ONLY.15%OF SCREWS CAN BE OUTSIDE'THE TRUSS BUTTS. SUB-FASCIA AND THOSE AREAS —COMPOSITE ROOF PANELS 0 SHALL HAVE DOUBLE ANCHORS,ALL SCREWS INTO THE HOST NOTES.* Z O STRUCTURE SHALL HAVE MINIMUM 1-iN' _ W I I SCALE: 2' 1-0' 1. FLASHING TO BE INSTALLED A MIN,8'UNIR THE FffRST R OW OF$HN4GLE3. � 2`- t' i� J:, I' �1 a P �, I I �� WASHERS OR SHALL BE WASHER HEADEDFLI ' i I a 2. STANDARD COIL FOR FLASHING IS 16' .018 MIL.�COIL J HEADER INSIDE DIMENSIONSH 1 6 J ALL BE EQUAL TO PANEL OR PAN'S DEPTH 7, THE WALL THICKNESS N TALLATION IISTRUC 3. FIRST ROW OF EXISTING NAILS MUST BE REMOVED TO INSTALL FLASH LLL MKs PROPERLY. SHALL BE I I, HE THICKNESS OF THE ALUMINUM 4FLASHINGQ D- Z 3 ,;��J, ,{{=I.�.I E, M PAN OR COMPOSITE PANEL WALL THICKNESS. HEADERS DUCKING ON WILL BE INSTALLED UNDER THE FELT PAPER WHEN POSSIBLE, 0 — a SH A PLACE 2 BEADS OF E BACK SIDE of HEADER BEFORE eLE 4 { w,rKe ALL BE ANCHORED TO THE HOST STRUCTURE WRH ANCHORS APPROPRIATE OPR TE FOR THE MATERIAL ( ) INSTALLING. 5, HEADER WILL BE PUTTY TAPED AND CAULKED EVEN THOUGH FLASHING IS TO BE � CONNECTED TO.THE ANCHORS INSTALLED. W e(I Q F u! ff II •� DETAILED ABOVE ASE BASED ON A LOAD FROM 120 M.P.H.FOR SBC HEADER U D U3 — B. SLIDE 1'TAB AT TOP� N ER DRIP EDGE DO NOT PUSH DRIP EDGE UP, a 3 ),, SECTION 1606 FOR A MAXIMUM POSSIBLE SPAN 8 OF THE ROOF PANEL FROM THE HOST STRUCTURE N SAME PLANE AS SLOPE OF . IF THE DROP FROM THE EDGE OF THE SHINGLE DOWN TO THE TOP OF THE HEADER IS rn {E U ti t0 M W — i DRIP EDGE MUST MAINT/N ROOF. ORE THAN 1'THEN THE DRIP EDGE WILL HAVE TO BE BROKEN U ANCHORS BASED ON 120 MPH WIND VELOCITY,FOR HIGHER WIND ZONES CONVERSION USE THE FOLLOWING C. FASTEN HEADER TO FASCIA BOARD WITH#10 x 1'SCREWS 6'O.C.STAGGEREDDROP. TO CONFORM TO THIS CJ } 20 S T. WHEN USING FLASHING THE SMALLEST SRF HEADER AVA AIL AB Il ABLE SHOULD BE USS,12' 1- TOP AND BOTTOM(SEE t ABOVE) .03 MIL.ROLLFORM OR 8'BREAKFORM IS BEST SUITED V N F100--l-23T 130 140 150 FOR HE SINCE IT f EEPS 7HE a: U �? m D. PLACE COM PANEL INTO HEADER ANO ATT FLAP LIP OF THE HEADER BACK FROM THE EDGE OF THE FLASHING. F Q LLI (� � a � � POSITE R60F ACH TO 4TH WALL POST AND 4 8. WHEN SEPARATION BETWEEN DRIP EDGE AND PANEL FLASHING IS REQUIRED Irl t9i mi Z N m j BEAM SYSTEM ONLY. DDI' SEP rn I.L. NOT ATTACH TO HEADER HEADER Is USED AS FLASHING �i 1 REMOVE RAFTER TAO TO ONLY. TRATION MINIMUM. = W 9. STRIP SEALANT BETWEEN FASCIA AND HEADER PRIOR TO tNSTAtlAIION: HERE O 3 REMOVE ROOF TO HE04 RE - � #8 x Ire S.M,S.SPACED � J � � I 0 PAN RIB MIN.(3)PER PAN y Q HOST STRUCTURE TRUSS OR EXISTING TRUSS OR d RAFTER FLASH UNDER SHINGLE RAFTER 5 1 1'F f C' #0 x 1-i12'S.M.S.OR WOOD ASCIA(MIN.)---- HOST STRUCTURE TRUSS OR a SCREW(2)PER RAFTER OR z BREAK FORMED METAL SAME RAFTER TRUSS TAIL <W THICKNESS AS PAN (MIN.) O fG ANCHOR TO FASCIA AND �- d tY � I. aF 'I •� 3,'; °, �I I�F;ia dsh ui. II ItJ WrL W RIZER OF PAN A9 SHOWNI ! NB x 314'SCREWS Q B'O.C. 5: LL �I HOST STRUCTURE t 1-112` x 118'x 11.1!2"PUITE OF O 6063 T-5,3003 H-14 OR 5052 tlJ i 08 x 11T SCREWS @ EACH RIB 1'FASCIA(MIN.) d W a HEADER ROOF PANEL #10x1.11TS.M.S.0116'% NEW 2 x_FASCIA I: v 0.040'ANGLE WI#8 x tl2' w Y • �� r;, I j I x� I= .t{_. t,=h ;�i �hI ;� IFASCIA S.M.S.�4O.CREMOVEDRAFTER TAIL ROOF PANT FA C A DETAIL 1 a a n COMPOSITE ROOF PELSCALE:2'�•1-0ham - I r. li1 r; tai wE I II: I� t. I V i I — • : i.. II% m JREMOVE RAFTER TAIL M W HERE I I O U w 2 m i II I ........... t. OF TO HERE REMOVE O w R I I I ;F E ISI If II I F I I � I I. r 1- i, 112' x 118" 114,17 `.-i•:i::^::':i x PLATE OF O � #6 X W S.M.S.SPACED 6063 Ts z 3 ,3003 H-14 OR 5052 12 8'O.C.BOTH SID H-V O F EXISTING TRUSS OR RAFTER---� FLASH UNDER SHINGLE 4 UI„ I #8 x 112'S.M.S. 8'O.C. HEADER E NOTE BEL ....::•:�1�•:�P:.......:.:...:..:...:..:..:;.:�.:.':.. HEADER (SEE NOTE BELOW) UJ �WmO #10 x 1-112S.M.S.OR WOOD #9 z(d 1 S.M.S. 80� a�¢FOR MASONRY USE wEXISTING HOST STRUCTURE:(�PER RAFTER OR WOOD FRAME.MASONRY OR 1l4'x 7-14'MASONRY FORMASONRY USE.TRUSSTALL � ' '::.' :i OTHER CONSTRUCTION ANCHOR OR EQUAL 114 x 1-114'MASONRY p . � 4'O.QFOR WOOUSE ExrsnwG HOST sTRtcruRANCHOR OR EL1N WOOD FRAME.MASONRY OR x 1-112S.M.S OR WOOD �24O.0. OR Y0ED USE SCREWS 12O.C. OTHER CONSRCT)N #10x1-112'3.M.AOR _ III E H S 2 OST STRUCTURE-- L COMPOSITE ROOF PAN CREWS 12`O.G. ALTERNAtE ROOF PANEL TO WALL DETAIL '. HEADER SCALE: 2'�1.-0. m ST I NEW 2 x ROOF P O THE HEADER Wl A�. FIATE COMPOS(CE ROOF PANEL TO WALL DETAIL. W _FASCIA PANELS SHALL BE ATTACHED TT (3)EACH#8 x 10 LONG CORROSION RESISTANT o S.M.S.WMT WASHERS. ALL SCREO HEADS SHALL BE CAULKEDOR SHALL HAVE NE SCALE: Y=1'-0' r- ;; ''. �(I ; BE THE WASHER AND THE Pu?N• PAN RIBS SHALL RECEIVE(1 EACH#8 x 112' CREWE GASKET r I ril p �h ! ) SCREW EACH.THE PANS MAY BE ANC ;BOXED PAN Wl 3 EACH#8 x 1' REMOVED RA ANCHORED THROUGhTI. O OF THE ABOVE SCREW TYPE AND #8 x 0+1 n l lMIELS SHALL IS ATTACHED TO EXTRUDED HEADER WJ(3)EACH O t+ S #8 x(dr112')LGIIGi iiiOS1pN RESISTANT S.M.S. RAFTER TAIL COMPOSITE ROOF PANEL TO WALL DETAI8B L THE ABovE sPECIPSEo�scRew. � � I I II < /� SCALE: 2'-1'0 2-i47 U U � 1 [ SII;! 1 �� ' - ! s Y dr . a44$ �� t1 • c I I '„ I `.�' u I g � !I Ir'€ ,€� I) r I 'I �I , • ' r.r;� �I ac r' I � , � '' i I I I ' BREAK FORMED OR r G pl II s ;I E f II i' `s I I it EXTRUDED HEADER ALTERNATE 3/4'0 HOLE SEALANT PLACE SUPER GUTTER I BEHINDDRIP EDGE #10 x 4'S.M.S.W/ 2"ID 1-1GUTTER —+—_ FENDER WASHER 0 17 O.C. _ CAULK SCREW HEADS& PAN ROOF WASHERS EXISTING EXISTING TRUSS OR RAFTER I SED SCREW 41 t b SEALANT CAULK EXPO HEADS #10x7S.M.3.Q24'O.C. '_ ��•� I„ s. ———— — 3`COMPOSITE ROOF PANEL — p: (MIN.SLOPE 114':11 114'x 8'LAG SCREW(1)PER • g 's , TRUSS 1 RAFTER TAIL . 117 0=H.40 PVC FERRULE ¢.:II `Il I (� I - STING FASCIA ——— —— — ——psr '' I ( t SUPER GGUTT(ER EXISTING ROOF TO COMPOSITE ROOF PANEL DETAIL 1SCALE: 7=11 OPTION 1: 2'x—X 0.060'STRAP 0 EACH � 318'x 3-12'LOUVER VENTS OR 3/4'0 WATER RELIEFCOMPOSIl1=SEAM AND 12 CAULK EXPOSED SCREW WAY BETWEEN EACH SIDE WI FASCIA COVERS PAN&SEAM HOLES REQUIRED FOR 2-111'HEADS 3)#10 x 2'INTO FASCIA AND(3)#10 z 314•INTO GUTTER OF PAN&ROOF RECENING CHANNEL OVERPLACE SUPER OR DCIRUDED &3'RISER PANS EACH SEEI .S.0 EACH ANGLE I I SPACER 0 RECEIVING Z N ( BEAM ANGLE PROVIDE 0.080' t GUTTER BEHIND DRP EDGE OPTION 2: _ (2) NOTCH ANGLE OPTIONAL H k € I I I !!' ; 1TRUSS I RAFTER TAILIIN 12^ID CHANNEL ANCHOR POINTS O #10 x 2-12'S.M.S. RAFTER Z T x B'SUB FASCIA MUST REMAIN'FOR ANGLE Z �O ul I p, ;�;I i a r,r• SCH.40 PVC FERRULE TAILS OR 7 O.C.MAX W! STRENGTH t;7 � J � W CL :• II I k e V f SEALANT W Q J —1 AND LARGER PS SHALL HAVE A 314'0 HOLE OR A 316'x 4'LOUVER Z 3'COMPOSITE ROOF PANEL GUTTERS FOR 2 2• fl Q C' g�LOW THE PAN RISE BREAK TO PREVENT WATER O '- x 7 M S 24'O.C. 17 FROM EACH END AND O.C.8 t r #10 S. . .@ 1„ — ——— :. (MIN.SLOPE 114':11 RELIEF SYSTEM IS RECOMMENDED FOR PANS �.,..,,,. — �: euILD-UP ON THE ROOF.TH wATEf� CANTILEVERED BEAM CONNECTION AT FASCIA(END V�1M W .0 C3 N I= ul h,, €, i SCALE. 7=1•-0 ————— AN 2-12'ALSO ll' ti 'co � a „� SMALLER THAN I U I W I Z o O N t'I ER EXTRUSION U 3" HEAD � — 1 I r, II EXTRUDEDOR H S I; I i )1 k f EXISTING TRUSS OR RAFTER FASTEN TO PANEL W/ U V N m SUPER GUTTER 1 S.M.S.EACH SIDE Q tt1 I EXISTING FASCIA _ `` LOR END CAP WATER RELIEF DETAIL Z m w 17 O.C.AND FASTEN TO L SEALANT SHOWER W/LAG BOLT AS PAN FASCIA 8a{3UTT ;SCALE: 7 e 1'-0' W 0 EXISTING ROOF TO COMPOSITE ROOF PANEL DETAL 2 _ � Zv N S SCALE: 7 Ti til a �'� � I� �• ( I � ;'I I ) t"I�° I pit, �t ) E � L, •1 , , h j PAN ROOF ANCHORING DETAILS ! jj f — f 1 r SEALANT i i a I { r P ( i ,S G ; RIDGE CAP I "J FLASHING 0.024'OR 26 GA PAN HEADER(BREAK �I GALV. ) i �I FORMED OREM. HEADERS AND,PANELS ON w GUTTER BRACE 7-0"OIC PAN RIBS EACH SIDE � GABLED APPLICATION qt 2 � it BOTH SIDES OF BEAM FOR �'- O� � ALL EXPOSED SCREW J w I --- ----- CAULK .7S — Q + I i .r 9 I C ;4 VIII I. h, CAULK + LL I WASHERS DEPTH & EARS x 0 OB•x BEAM H 7x7 r ! f I I I I I �r' I I F "TO a � j HANG LE'A � •ATTACH I , ) 4 t I W I . = IS.M.S. b 3r.r 3 PER � €i 12' #8 x SL ( a OPE } J I I 15 a GO 'LA I .916 l I CU W 2 Z r I FAS i LL i I E; a I T AN RISER _ W I D 1 A P -- J AN — I SCREWS EACH ANGLE ( } REIN � --------- — � I OS CONNECTION: PAN OR COMPOSITE ROOF �4 ALTERNATE C � , t E 7 II I R PANEL I I 3 PE P REINS � x # -1 'SC 18 x1 k 4 1 I a tt 1 G •n aI 4 B V , r MIN 7 x 3'x 0.050'S.M. . O O BEAM THROUGH m m I r t PAN INTO a m ti 1 F Y I y t ti M 3 PER AN ANGLE 1 S. P P I � � AN x 2" EACH tT6 I i : #10 S.M.S. {3) � ® PAN AND 2 I , , ND OF DE I XE m i k BO s 1 i h I rS l0 ., SIDE � AN BOTTOM EACH ALONG P I E AL I I i HEADER m ' ! I I =+7 N 5 k i r= t I s 4 , I I : W I I b 1 7 ,f' , I I i + ' L DETAIL ,I 'r, � `•1� I�' I � •:.�:. ROOF PANEL TO BEAM 4% ,r ,I ` ,_.I i�'I'• Y'1 I �„>,, r ,,� , � I COMPOSITE ROOF � SUPER OR WHEN FASTENING TO SCALE: 2-1'-0' �x c V� II ° f ,:�L' � ' .: at E .t �II• HEADER EKTRUDED "i SOFFff4' AT 6'O.C.FOR UP FOR PAN ROOFS: .'� . j,� L GUTTER " B Cr�• ) TRLIFAST HD x 3 ALUMINUM USf i a I 3 CAU K Z ( {{ '� To 130 MPH WIND SPEED :•:;;::•:;•••........ (3)EACH#8z12'LONG3.MS. B 'D'6'O.C.FOR R 17 PANEL W/314' 7x9'BEAM A=WIDTH REQ FOR GUTTER EXPOSURE Pf l / VE 130 MPH AND LIP TO :•::•:i+:i::::: ::i ai:' :' ALUMINUM PAN WASHER ABO AL d•, B=OVERHANG DIMENSION _ I , o D d i h WINDSPEE I H 50 MP I i 1 a 1 I I I° r •i I a i. . I ,a f 1 , RE'D' U gg P POS rr I '4 EX ep a' I ,1 1S.M.S. N FOR r , END 0 I IEACH HOLE w I7 to c o/c 2 10 rr1 fr # x 1 t ,I () ai I £• F REU E TER WA I FROM GUTTER TO BEAM FR R x y ;,•. � i I I � EXPOSED SCREW ALL EXP •`.I CAULK a. c BEAM TO WALL CONNECTION: ;ANGLES ATTACHED TO WOOD WALL W/MIN.(2)3B'x 7 c O EXTERNALLY UNTE R TABLES SECTION 2 7 x 7 x 0.060• HEADS&WASHERS ROOF PANS O 1 'CONCRETE ANCHORS TO CONCRETE OR MASONRY ►' ({ II t': LAG SCREWS PER SIDE OR(2)114'x 2-1144 FOR COMPOSITE ROOFS: I i a H INCH OF BEAM DEPTH LARGER THAN 3' p WALL ADD{1}ANCHOR PER SI FOR EAS I rI ': #10 x(t+12')S.MS.W/ SUPPORTING BEAM 1.1/4"0 FENDER WASHERS (PERTABLES) I I I pp la (ALTERNATE)(1)13!4'x 1314'x -314'x 1 INTERNAL UCLP ATTACHED TO WOOD WALL WI MIN.(3} 17 O.0 (LENGTH= E ( PANEL THICKNESS+1') SHEET 318'x 7 LAG SCREWS PER SIDE (3)11*Ix 2-114'CONCRETE ANCHORS 70 CONCRETE OR ��BEARING ELEMENT !L ADD 1 ANCHO PER SIPS FOR EACH INCH OF BEAM DEPTH LARGER THAN 9' } SUPER OR EXTRUDED GUTTER TO a"x 9"BEAM DETAIL MASONRY WALL O (SHOWN)AND 24.O.C.® _ ! (I 9 NON-BEARING ELEMENT(SIDE M n SCALE: 7=1'-0' I• IiI iI_.I ,d. 1t. III '� i�)€?) I, j �� I)I �',.. I S� `s WALLS) ��••�� I ( OF PANEL TO BEAM FASTENING DETAIL o E Q I' CONNECTION TO FASCIA DETAIL ROOF v i .� � E I �B Aid r AtdTILEVE RE ;I I � h� �1 , : scAts: 2 =ri 'I u 2'=1'-0' 2-14.2007 a I� I„ [ Il ai�i „I i`:h:lz I•I i I1"� i .�,:@ � II �,}I rl.,:: �I �[ � � I I If t if I L� � I� �� a I �1 1 '!E i I I ��I I•! i I I I I, � .I � f. � I { �1 i a and Dalgn I Applied Loads"IMF) TableT.1.5 Allowable Spans and Design!Applied Loads ( � Design/Applied Load:• i Table 7.1.3 Allowable Sp ^ to Industry Standard Cleated Pends for Various Loads r Table 7.1.1 Allowable Spans and De 9 APPI ( FI r Panels for Various Loads r i try If !I II i'. .{ ° ". :„ I.;. l or Indus Standard Riser Panels for Various Loads for industry SUN Rim 1JtCx t2-x G.0'l1'Cleated li Aluminum Alb 31os H•11«Na3 - ;r 1 f try A 3105 H•14 or H•25 i�eI I � 1•iF1'x 110.11202«6 filbRlwr Panels Aluminum 3105 H•14 or liaE 3"x 12'x 0.024^2«6 RIb Roar PoM AluminScenemen • w.+ oB pan coma ■• u � I' ( t i�Ios u ■ nD n uctwes ti i ,t.I pp,, 0 • 1AtuehedCoven EnebasdFteema GMikvor Wired Monti Rod BAtbchedCoven Enclosed i1 1 r� k l 14 ,i rr ,I i { p��.., ;, - Wind Rod - L Atl•ehW Coven Enolwod Gntlkwr Wind N«re3 Rod S 4 1 3 4 /UI Sane $111 All Zone 1 3 a Sib■d • Ao•d' • nllo•d• • n/bad' a trrAo•d' Zone • n •d d a anAoed' a snAosd s nAo■d s heed' Reek PN • reined• a Mad Mad a nbad ,;i i -� .• 7 �' ., i ( NPH eir a s Aoad' nAoad' a Nbed a 1•nAwd nAoad Moad a anlload' Rooh PH •aNbad• a nAeod Ti ! 1 , ll'I"i S •R k��.} 4.1 .1 5 4 30 5- 5 1- 1 1 . -t t 1 1 1 '-1 9. q 1 1 -1 1 7 1 1 -10 4 11 26 26 1 4• 1 1'. 7 - 7 1 .1 1 1 _ ,• 4 1-1 1 3 -1 1 1 1 -1 2 i -1 _1 1 '4.6 520 1 4F 4-1 3 65 7 - 7 1 2 7 28 4 1 1 _t _7 ii: r.:I it iI ,I I f.1l _ 21 U-1 1 -0 4 414 4,- '-7• 77 1 7 1 - 1 i 4 4• 4.• 7 3.• 9 5 4' S 51 5. .0 45 0- 1 Ir 11 141 V ibi1 •7 7 .t _6 S a a 1 4 1 4 nom 4. ane I x : . ar ane um or z z er' retro ro Norman nBOpen Strwcuwoo Steven Ronnie Geller 1� pp ie u an0 n vaKm i Atladr•d Cev«a Enclosed - . a AAMehW Caws Erlelesed Cantltawr Wind Non dRoof u(' ".] I,, Wind Root f Attached Covers Encioasd G Wind Nono� Roof AN Zone , l „r exionnoi Tarr Ali Zone mAo•d a Aad' nAoad a nrow Noah N itood• Mead' • nllood • d d' ager „I 6 it a ',';I ��I :�° t f• Jr & ! a elbod a ago bad• a Mold tie•N a aMoad• a mined s d- 17 1 t • n 1 11111 f32 IZ-I(r0 -1 1T 4 4 -0' 22 1 is '1� jI. open s•relived• ■ Gh 7W19IF 55 Ill IZ-1 1" 171 1T-l' 4 1 k j 11 1 Lr 4 7 - 12-7 139 3a 1 1 2 1. .1. 7 2e B' B -15 = S 41 Ile `EE /- 4 123 a' 7 10 3 1 it 1 10-7 1 0 , ISIS t�I _ 1 6 .1 !. 717 zr _ I k t I 1 138 •4 •3' 2 •4 4'- 30 36 6' 36 4'-1 1 51 '-2' 51 1 3 L. 4 1 _ 1 40.1 -T '-5' 9'- 2 e'.11 41 �' S'-9 -i -1' 1 - �.. -5 i 1•l7T 137 ane iJ1P z tt'x 0.072'Ckdod Pamk rim r? .Aluminum A 3105 M-14 or Hai ..J 1�II q',. a' 1.1Mx12"1r0.06C2«6RIbRlwrhrok Aluminum 3106N-04«Hae : z .Roam w edirliv • • 4 t 1 i � Open Barligneor :, 1, I' ,o w u Cmttkver Wind NOM.B R•M i Aluehed Cowin EnelooW Cufttlaw 1 �'. Enclosed Allioned l Q o 1 ;:� •t F Wind r{ono-a Reef i Attached Cawta 3 4 3 4 zene averilived . . ahead• relied" Z { Zone RPX apene nllead' Metl• • nlload Attached Cevts Eneleod Crptill •n clung «••n Donn townceed. d 3 All Zane tit 3 1 nl1oW• nliwd a • Nb W' Reek _ tC S• .� : , ;�1 j Il P; • t'{ •{ $ ed• •mltwd • nAced• a Mood' dlead a NMad• nlbad• dived s Rook ►H aNbad" a nlioad • 1 t 1 }�.. t ' 1 1 O Z a• s anAod' 7 1 -1 1 Z O W 7 41 4 816"1 14 1 IV-1i �y -ff7 1 C� $ J N LU j 4 4 ME I (n I LU .i 4T-r 121 ` 5 5 5 5 5.7 6 -1 _ Ili 1 1 1_T6r7 6- 2 142 1 _t 142 1 11W 108 1 f, m d Z - 0 1vbM 1■at W NOW Tafel nxof pantl wHM�room rldM*wt wWM�o"ehai 'Dsaiprl a applied bed Wad on 1W slfedw grog of 1M peril {n .� Q Noe■:Tout root wbM-room width,vre width♦ n« bad bawd on Or affective area of rat panel P■n•i - H F- P;j �'• II �� # wntl ewhenB. •D.ay applied CD si! to _ o Neu:Total roof v4dM*mom *ON°rh Design or•ppiud bad bmW at do-at Bothe arae of the penal _ ...1 Z $Lu � I N O I- Z O 1@ I I, r � ;� - U m I I I �r ; ; ; �� cc Q � N W II ' I n 1 led Loads,(SISF) Table 7. .6 Industry Standard Composhe Roof Panels Allowable Spans and Design i AppNed Loads"man vi m 1 PI 1 s Table 7.1.4 AllOvmble Spa land D �� 3•x18"x 0.024'hMk AluMmen AI 3105 H•14 w 11.251.0 EPB Con ►cora Z 1L 2 Bre Ap Ff r Panels for Various Loads W Table 7.12 Allowable Spans and Desl ! plied Loads ( S n a LU for Industry St pard RIS pen for Industry Standard Riser Panels for Various Loads A 3106 Hae EMiwad T z 12'x 0.014'2 or S Rib Riser PaM Ab Wind Nenaab Root 1 Attached tows I.Iirx12'x0.02P2orSRIbRWrPrrsk AlereninumAlb 31031414 orH.2S r mB Z.ix 1 S I a e 04 u ar Pon rw i Aeeehod Cow• Ent:b•W Cantl Z°^a. g Wind Norw3 Rod l AmehW Croon Zone Alt 6 Zorn Enebwd C•Milewr Wind mono-8b Rod P • nAwd• nAoW' • nlboC nbwd • rJlead' a onllwd' nlbM' a Awd• (� PH dloW s Mord • s bed• s nAwd' rnllwd' • nlbd' nllead' Rook ► Nbad' s nlbad' • 1 1 i t 4 1 7 .7 t 1 27 (� 12-3-1161 3 hoed' • • nllaad• nAyd nAad• Roofs 4b Jet Mr-100 S-11' 125 - 1 1 t Q lie 120 r-r -1 A. 11- 3 5 - - 5 `2 s ! E 231 23 IT-T 123 JU Iii p rt 11. 3 r• • •• •onAood' 1- I 1 tf: € i` Inpl i zl 4 4 1 Jr-3i" 141 5 51 -0 7 0- 2 3 7 Ir ;". 1' w { 30 '-7• 2 2 6-1 2 38 -3• 38 8-t' 4'8' 6- 4 •i' !ti ' I I'! :I '4r 36 7 12'4r 27 7 7 1 x x ane um nun « en Dun 4 I,, s,I} I r t =4 91 G tre 1 4'•10 41 6'•1- It 0'-1 41 4' SB S S8 -5' S8 1 D9 ,} _ n Roane Rosins k, t' _ AHo 3 Oi 0 prr roehxeo p x x « ver num or rwi seer r+Y 4 d _ x z 11 30'2«S Rib River P■M A Wind Nerw�8lo Roof i Attached Cove 1 rw Zone 7 3 �Aa t ' +{ Mord' naoed• • Nbad' • ■d s bad • Aad• a W W^w ° O-dareni Atu•bd Cew• Enebwd Cvitlkw - C•ntlkwr Wind morws Rod ► a nllo.d• n11oW' a Mord IM 2 3 Wind Monsi Red i Attached Coven EMbsd Aa 13 1 '• 1 1 te'-77 iT 12•e" 2 15-1' 13'x- 2 4' 4 ..j _ Lie • m � � �M b3 Ivaed lioaa' a anAoad' • mlbad' • Mod' dived relined' Rook 100 18'•2' 13 20'-4' 19 1 - S M IBM a 1- I lU I. I oa 1• ;I " NPH a sNbod' • allwd a Awd ■ nAa•d• eanllaod nlload • rJbW• nbad' Roofs le • •an/bed' 17 S-1 ' t 78'-3" 1 t 1'•1• 2 1 •8' 23 13'•71' 23 4'-0' 45 17 Bi 17 1 .1 100 3.3' 13 1 '-7" 13 1 13 1Trw r5• • o Ar f 18 1 -1 11123 -T=1 Tr 4 W _ Q Ar 122117-11,122, 7-11-65 11 Z larter 1 4 1 p`, I s J 9 i f I C r 1 1 J 15 1 1 Ill l 11 a _ � m 1 I 1 I i ,r 4 •1 b - y {„ § ,.1 Ii _ 1• : x anak� umbum -or '',.li - r to tl pan wUu•a n 6f EaClyod t 103 43 7 fla Coven 2 roma More reser a Aa.�b.a � m 3'x tYz0.0602 or RivetPur Alum 1-11T z 1Y x OASC 2 er S'Rib Powr PanNa Abminwn 71e3 N-44 or H33 ns Donn ro Zona ` h N er•an ane Y of OerM iAttaeMW Coen Ewebwd Gntl noon • eAwd' • rdbad'. Mad' s Aosd • o n11yC • d• Llf tl CamB•vor Wind Novo-8 Red27 147-11'1 Wind Marvel Rod i Atlsehad Covent Enclosed 1 AE 4 d W .I } t'a� s, i, �( + 1 Zen I10 Zone Rya• IIoaC nAoad Mead' Mord. d Rosh , �I Yr. s aJlad Rosh PH a Nbd' a Meed a • r 1+ MPH • • d n a it"i • Moad• »nllo•d nlload• -9' 8 1 1 1 -1 T -0 13 7 C O 100 d 5 5 5 anMsd' a■ - <t •L;. '6 t , s : •1 5- 1 5 S -1 3• -5 o Z 15.3 7 7 €Gx l d 1 I 7 �. a 7 r s � I I ,! B'•d' 5 s n ss +a 59 7.8' to-1r 36 1 r 3e 27 11'-11' 1 4'$ 27 1103 13'-1 .t _ EI 1 - I II I 6 un A 3103 H•14«HaS 1.0 EP9 Core Dan Feam ! i�: I� I„ d.• 4 I I,I. ill{ I '� 4•x10"x 0.070"Paneb Alumni .4 0 pen tnClur•t n krhaemo O i.l l C ",u,fig 1,,� d S anelowd I @ - .«,erMnB.IA2 - 'Design«applied bd based on Ma attend"gra of the penal Wind Manolb Reef i Alhehed Cewn• 14rele { !•f r r x 31, ( a the Panel. Noes:Total roof panel veldt room wWrh wkt114 �'. o- �• II , ` .,S , Nats:Told roof vrldM•room wMM•vaN width• Zona LI j;,}t II !;�I,! r, q a : II �I ' it panni werhNW'Deegn or•17Paad lad Word on the sikdlvs and Pareveni III V, 1 II ' I ($,'I I'. a mP M ■safti eAoad' s relived Nbad' a relined• a Mood' o lived' a 3 14 1 � 1 , 4 8 Z 751-ow- II 1 i' Idl +;� ! ilk. I. i Iii I, t ' ♦ ♦ « badOawdOntlralledoorlaMYrapwrd ,lit � � I: 'I. �I ;j _ Notes TotdmdpeMlwidth•roamxAdlh. wA+r4dM owMherq.-' aDPMW I II .? I I} II Fw� 1 di4 2-141.2W7OF 4 � r ry i I� I t I ,16 jI j I l R sit g I r 4.00' 4.000" j }[ I 3.07 FROM ENDS,TOP OR BOTTOM MID ' A=1.3234.' 018'O.C.OR PILOT HOLE WICAP A='1.367h WT=1.516 t, AND(1)118 x 7?S.M.S.INTERNAL Q' PJ- i FROM ENDS,TOP OR BOTTOM 0.083• w)'-1.566 p.U. - O.O6Z•U (7f=7.027 kl fI I'I, i r aI i t , Til 1 1 ,. , AND 01G O.C. o + Ix==2.655 r,' d Sx=2.342 4? q Sx-1.3281n.• A=6.249 In.' g 4 l 6 WT 7.160 JA LOAD APPLIED NORMAL TO THE �l)3-T � � h P 6063-� 4•DIRECTION A=14710 + + p? Ix-101.448 In' 0.087 o wr p 6.397 I`11. a.o9r + + be= .963 4. Sx=16.901 kL3 1"x 3"x 0.044"OPEN BACK SECTION VVITH Sx 0 1.770 3"x 3"x 0.093"PATIO SECTION CORNER POST T6 2"x B"x 0.062"SNAP EXTRUSION STITCH WI 1 #8 S.M.S. 24'O.C. SCALE: r=1'-0• () SCALE r-1'0• STITCH W!(1) S.M.S. TOP AND BOT7 OF E BEAM TOP AND BOTTOM OF EACH BEAM 2.00' I I I FROM ENDS,TOP OR BOTTOM AND 1.00•SSI �16•o.c.oR wwr HOLEwICAP -� A=�t3a7 h.° 2 2"x 9"x 0.082"x 0.306"SELF MATIN EAIV� + O Wi,-1.566 P.1f. SCALE: r=1'•0' AND 1#8 x 1W S.M.S.INTERNAL Ir FROM ENDS,TOP OR BOTTOM + c111(- �k CY = A 1.447 h? 1 �t AM 0 Ir O.C. 1 892 h _ Sx=1.261 WT 1.658 p4T. J T 7_4.000= 0.06r + g Ix-10.151 Ili LOAD APPLIED NORMAL TO THE 60Ti3-T6 c Sx-2.900 kt x .0 �I f ;y tali r �" k 1 �° G `s ( 3•GIRECTION4.00' 8063-T8 Z L, { a jl II 2 2" " " " I G � } x 10 x 0.092 x 0.369 SELF MATING BEAMS I I P J, 1"x 3"x 0.044"OPEN BACK SECTION VViTH WiTH 2 x 4 x 0.038 z w w n n " w '.. p c s ,t �''.f `• SCALE: r-T-0" J q 3 x 3 x 0.093 PATIO SECTION WALL POST A= r,.'` SCALE: 2'=T-0" WT h .947p1(• Ix .165 4:' " « NZ LJ 1W Lib, + + Sx-�7.007 2"x 7 x 0.062 SNAP EXTRUSION Cl Q 0 I4 i, ,I. 1.00' #I x mitt S.M.S.sSCALE.r 1'-0• fJ) o O9r a Ilr , R) 0 I . T6 FROM ENDS,TOP OR BOTTOM AND I I A=1.8541n.' A-0.569 h.' 1JJ 0 te•O.C.OR PILOT HOLE WICAP 24'O.C. 0.045' a Wi=x.652 pJ.t. .y ao STITCH Wl(1)#�S.M.S. + I l WT'=1.895 P.1L F E ttoA J i AND ti)#B x 1R'S.M.S.INTERNALC W D FROM ENDS,TOP OR BOTTOM 8 ix•'2.260 4.' TOP AND SOT" O s i BEAM h=0.3321n' MND 017 ac. �.; Sx-0.3321n? u U Q Sx=1.507 BI? =3 6063-T6 LY UIn LOAD APPLIED NORMAL TO THE 6063-T6 U) f' LU W ; 0•DIRECTION w ■ � 2 x 2 x 0.045"SNAP EXTRUSIONa g .'. M E (2)2"x 10"x 0.092"x 0.369"SELF MATING B AAS SCALE: r-TI (2)1"x 3"x 0.044"OPEN BACK SECTION WITH T- SCALE: r=no• w z ( C14 3"x 3"x 0.093"PATIO SECTION WALL POSTII 3 SCALE:r"T-0• 4.00• 2.00• O O I s�l k l f A=0.59111? Q WT-0.677p1L + 4'00' ht-0812 h' H 5 m a Sx=0.6451n,' n, 8063-T6 A=3.706 h' A=4.4294.' O trp WT=4.246 p.Lf. 7• WT .075 pili• .. o.o + + 2"x 3"x 0.045 SNAP EXTRUSION < ' 3 tx•33.276)n.' Ix=4 .689 4. J W i f k , �+ SCALE: r"111 v� � Si8.3144 Sx= 754kt w� U. gg e0e3-T6 STITCH W/(1);M S.M.S.C 24.O.C. STITCH W/(1) B.M.S. 24.O.C. -2.0(r- BEAM 2.00' 6EAM { a € TOP AND BOTTOM OF EACH BEAM TOP AND BOTT OF E -+ g'I A=0.6821n? uWl C m 0.045' '+' � WT=0.781 pt.f. 1• I� I S' a'1.631 h € ),I,, p (2)2"x 8"x 0.072"x 0.224"SELF MATING BEAMS 2 2"x 8"x 0.072"x 0.224"SELF MATING BEAMS 2"X�"x 0.038" Sx 0.816 4? ws w o E I , 1 SCALE: r=1=0' SCALE: r=1'-0• 6063-T6 T1 s c 0 4.00" T p Z 4.00' Ir �" p w If. II c A= 1024' O� tl �ia .. c4 ii;B i II' iW _ is } $ si A=3.881 In. WT .388 p.L WT-4.580 PJ1. Ix- 947 4.� z W • Sx= .425 ht?' U m tx=43.9834. � _ = 0.077 + + 6 Extivd@d t'aUti@f w I I # ` 0.07• Sx"•9.770 4 6063 SCALE: r-1'-01- i1 + + 6063-T8 STITCH W! 1 # M.S. 24'O.C. Z O SEAM , TOP AND BOT7 OF E W H t1 t2 A Ix Sx S Rx I { ! { srrrcH w/h)4I8 sJdJ3. 24•o c Sectbn AIlDy In. in In. (n. in. In. -in. rn It i 3 4 TOP AND BOTTOM OF EACH BEAM In. In. in. fi. , �T S sl i,f1 iI �j1 r7tJtteT 6063 T•5 4 1116 0.08 0. x.18 3.81 4A5 0.961.883.40 l 1.8 1.85 + Edge 6063 T-5 5 H1 5 D.t165 0.065 0.98 2.45 4.43 0.73 1.80 L 1.59 2 14 d H2 4 1.49 0 1.74 R SB " t 0 2 2"x9"x BEAMS 2"xA"x0.038" v O 0.072"x 0.224"SELF DATING BEAMS {2 2"x 9"x 0.072"x 0.224 SELF MATING BEM 2-114-21W SCALE: 2"-T-0' SCALE: r-1'4D' cQi It 6 { 6 I v ! f r inti [ j EDGE BEAM(SEE TABLES 3A11&3Al2) . . . i General Notes and Specifications: LW FOR 1.Certain of the f structures are design to be married to Ske Butt 81edc.1vo0d hams or DCA Table 3A B Conversion Fallon MAK ,k r (1(i' r a I, fit approved Mai structures of adequate structural capedty.The contractor/home owner shall verl for Over Hangs / / {� I t (I that the host structure Is l good condition and of sufficient strength to hold the Prof addition. From et,Posun"e-to e�oaun•r EIGHT(h) 1'x2" Wind tam lied Deflection Bending � I 2.N the home owner/contractor hes a question about the host structure.the owner(at his expanse)she!hire MPH d a *-- MIN.3-1 f2'SLAB ON GRADE y APP it # an arehksU engktee►,or a eerlYbd home Inspection company to verify host structure caP�ry• too 4,., t.at t.oz VARIES OR RAISED FOOTING m ;; Ir I., y III a°1�on 20 .3 t.00 t00 TYPICAL SCREEN,ACRYLIC OR VINYL ROOM " f 3.The structures designed ealg this,sector shag be Iknked to a rtuaxkrxsn of IV from the hast struchse.Freesland ng structures shat be limited to the maximum spans and size knits d componerrt 1 to 47.1 7 At t.01 PAGE 7) Qm FOR FOOTINGS SEE DETAILS � I 9 t Larger than these links shad Mrs site T3" 60 6 0.25 0,97 { W/SOLID ROOF TYP,FRONT VIEW FRAMING U parts.Lary specific engk>eakW 36.4 0.95 O.tr1 ' HEIGHT OF UPRIGHTS FASURED FROM I , ,. 14oa as.r o eo a ee ( M V p k tnwNtlg TOP OF 1'x Y PLATE TO BOTTOM OF WALL BEAM) yi 4.The following rules apply to attaehnwns mobile and mawtacMed horrors: teat aSA 0.90 o.ee a.This applies s to ti 1tilly s,cort rt a and I or other structure!b be attached. wall COn8kUG10n'. 160 73.4 0.68 0.80 3ilth 'LW Lono " r �.'it PPSb the rod tithe FOR ROOF BEAM ALTERNATE CONNECTION i �m b."Fourth construo8orf means the addltlon shed be tree standing ding with only 895MV p p� ®FASCIA ALL two abs bell attached The most common`fourth well corrstruetlon'is a post 3 boom hams ad]ecent Load Conversion P tors Based on Meaiil,Root Height from Exposure to"C"i"D' UPRIGHTS (SEE SECTION 7 FOR DETAES);`¢ .,' n y to the mobile f manufactured home.The same span tables can be used as for the*ant wad beam For SEE TABLES) w SIZE SEAM AND UPR fourth well beam use the carrier bean table.The post shall be sized according to this maned and/or as un m un Io ( p otu a mlkmm be a 7'x r x 0.050'with an 18"x 2"x 0.044'imee trace at each end d the beam. Nwn Root low 4Prn NWnptNr Lora �""NWtlpMr O.H. m H.1 hC ConvNalon Converal y •� a d the mobMa J mareAactuned hone manufacturer certifies l wrkkrg that to nabde horns may be a t 8anainp M Fear 6«Mlnp D.n.edoo SOLID ROOF I t ii f attached b,than a'burtl7 veep b NOT o•1S 1 t 0.91 0. NO MAXIMUM rn ¢ J -1// t . ih6d. 7.47 0.63 0. 18•-2P 1. 0.88 0. 1.54 0.87 0.87 `ilr '. S.Settlor 7 contains span tables and the attachment detects for pens end composite Pante• 760 0.79 0.88 (ELEVATION SLAB OR GRADE) Q 2c.tr 1.34 0.66 0. P-PROJECTION FROM BLDG• 1.ee 0.78 0.83 '�- s. LW.LOAD W bTH t_ z N S.Screen waft bslwean waft, end callings are adsidaed k11gt and shall be allowed and 25•3C 1.40 0.86 0 VARIES VARIES helgl a shall be selected from the some tables as for other screen wale. 3r-4W 1.37 0.83 0. 1.81 0.79 0.85 -{ 'Use lryx mean roof dfswtehsrrirm aeudlfP1°° r { E i II =f 7.When using TEK scram In Iuu d S.M.S.,longer screws must be used to compensated for drill head. vatuw in from ASCE NOTES: `F"VARIES W z O W I fist, J kIle For h hurricane taros Ireminimum M bad/ d load shall be 30 PSF, OPE BACK EXTRUSION W/1l4'x 2.1M'CONCRETE FASTENER MAXF 7-0'O CD M B. high velocity a eppk i.ANCHOR 1'x2' N AK C to B projection and a 7 over far to a AND W/IN 8•EACH SIDE OF UPRIGHT ANCHOR 1•x r TO WOOD WALL W/0110 x 2-1/2'SJJS.W/ p (O -I J W I { 9.AN specified anchors ars based on an enclosed building with a 1 prof hare/ up II WAS OR 0110 x 2-112"WASHER HEADED SCREW 2-0"O.C,.ANCHOR BEAM AND COLUMN W Q -J - wind velocity d 120 MPH. INTERNALLY OR W/ANCHOR CLIPS AND(2)i/8 SCREWS W/WASHERS Q EACH POW� � O ; � a � y(j t 10.Spans may be lterpo{mad be values but not axtrapolataf outside values. CONNECTION. to O O F= u! 2.SELECT FRONT WALL BEAM FROM TABLE USING LARGER LOAD WIDTH VALUE OF PM OR PI2+O.H W d 11.For Des tCho&List and Guides for Smen, & Rooms.see Appurdx(Section 10). i Design napscua+ AeryM: vlN _ to Q � V ch fj I : �`I� I , :� � 12.When notes refer to aasan t�ooum.they shat apply to aaydc hdrM roans also. 3.SELECT SCREEN ROOM FORTH WAIL BEAM FROM TABLES 3A1.3 i�S O J W 4.ANCHORS BASED ON 123 MPH WIND VELOCITY.FOR HIGHER WIND ZONES USE THE FOLLOWING H Z C4 _ 13.AN gutter systems l which the bask of the gutter Is at or above to pan rib or above the top surface d a CONVERSION; C) Q� composite Panel rod shad have a minimum T dlarrrotel hole In all gutter end Caps or awe water relief ports in the gAer. 100-123 #10 112 112 1 Q V W [ $8 # 01 H� � 14.AN aluminum extrusions ahtll meat the strength requhamenb d ASTM!3221 aper powder ting. ,_O fn Z m c� 15.M aluminum shat be ordered as to alb W LL r• v E �, '( ( and hardness alter hilid treatment and paint le appy FxamPle: TYPICAL SCREEN ROOM O 6083T6 after haat treatment and paint process. SCALE 10�1,0• C O� 'p� 3 F s tams d win of the HAMAy Z V p g. 16. rernlg ys and room ad kbrro using this section d the menuai c mil ^� N a NPEA 1 NSA 2100-2 for category 1.8.3 IN surnooms,non-habitable and unoadltloned O O h gg tt INTERIOR BEAM .J (SEE TABLES 3A7.3) Q HOST STRUCTURE OR o� General Notes and Speciticatlons for Section 3A Tables: � (( FOURTH WALL FRAME The structures designed for Section 3A aro ao9d roofs with screw,or vkryl wale and aro considered to be enclosed structures desigrrod to be mal b an exfetlrg di uckra y,1 PANS OR PANELS I 1 I t r f The design wind beds used for screen b vitreal rooms are from Chapter 20 d the 2004 Florida Budding Code W/2006 'r l Suppbrnerrs.The beds esstxns a mean cod height d tea then:10';roof siege d 0•b 20':1=0.87 for 100 MPH zone.I ALUMINUM ROOF SYSTEM ; �'� r ,` ��I ?�, a 0.77 for 110 MPH and zones.M bads aro based on 20120 screen or .All pressures shown In t1a below H" PER SECTION 7 � 2 H 3 higher larger. �� I table are In PSF(011SF).Negative internal pressure coefficient le 0.18 for enclosed structures. � � -J 3 p k CARRIER BEAM POST W - 1Ij Anchors for compol panel roof systems were computed on a bad wlMh d 10'and IV projection with a 7 overhang. iq�{ {r, y Any greeter bad width*hal be oda spa 9O Q 0 jj 6063-TO-alloy. Ad framing components era considered to be Fa can or 600sTs and munlpty spam by 1.13. PN2-04 Section 3A Design Loads _ i, AlMd PROVISIONS OF THEFLORIDA DEPARTMENT OF for d,Vl Rooms PURSUANT TOP OV m .8 C ED SOLID ROOF ENCLOSURE m � I HIGHWAY SAFETY 6 MOTOR VEHICLES DMSION OF MOTOR W .a � .,w O I I I TYPICAL SLc�1P U E enb sawn nesse Over 11Mp SCALE N.TS. VEHICLES RULE 16C-2,THE SPAN TABLES,CONNECTION m :4 m �i Ip I Mend i V4 I Rooms Aa Rook DETAILS ANCHORING AND OTHER SPECIFICATIONS ARE tl C O g U HOST STRUCTURE OR DESIGNED TO BE MARRIED TO CONVENTIONALLY m n Pnwure pool walb ALUMINUM ROOF SYSTEM S too NPH t8A 10A 12.0 4es PER SECTION 7 FOURTH WALL FRAME CONSTRUCTED HOMES AND I OR MANUFACTURED HOMES AND z 110 NPH 14.0 11A 13.0 47.1 3 B 3 120 MPH 17.0 19A 16.0 411.3 USE BEAM TO WALL DETAIL w 123 MPH 17.0 13.3 15.9 30.8MOBILE HOMES CONSTRUCTED AFTER 1884. F { RIDGE BEAM kI i let iIf 130 MPH 20.0 i5A 10A 58 6 SEE TABLES 3A.1.4 O THE DESIGNS AND SPANS SHOWN ON THESE DRAWINGS ARE 140.1MPN 23.0 17A 21.1 45.7 t ) K i t It „lh li 140,1 MPH 23.0 17A 24.0 65.7 BASED ON THE LOAD REQUIREMENTS FOR THE FLORIDA Q.' 'Ii : 130 NPH 20A 20A 20.0 75.41, I tlQ � BUILDING CODE 2004 EDITION W/2006 SUPPLEMENTS.% tr 'I@ e I 111 `; 9 f�fi,t i �6 E 1 '} "I' �G d min9 sYadrro evaan,vkryl sit place moms ars oenaldared to be m,k trema realamnoe aomporwua.To convert ase I above load•aom Evprses'6'b E;roeraea"C'or`D'ah 7ebN 3A•C meat peps. f( '.. ii I II is =f Table 3"Conversion Faefas for Semen L Vinyl From Ro011ro Zeal are"e" - 1{. Mier _ S Till : Wind Applied t.wd land xtion Banding V JOB NAME: L ii l`� ii fist e ,1 t�� MPH Q 100 10A i 3 Pi92A�0J66. GT .t4 120 1.08 1.12 ADDRESS: _ l? .I yy n & f.r g£ 110 11A 109 13.4 1.05 1A7 120 13p 1+0ii tA0 16.0 1.00 1.� �- - 1 123 13! oAe o �I [, t x �Ifi�r� I � I �4 I, ap9 13.9 O.fu 0.97 ¢j 7}gyN. Lf SOLID ROOF ENCLOSURE t I TYPICAL GAf� 48442 SCALE: N.T.S. f is II, 1 17A 0.91 Oar 21.0 0A9 O.ES 150 20.0 0.87 0.81 24.0 0.05 0.79 DRAWING FOR ONEPERMIT ONLY 2ot>� OF 0 1i a ': �I � # '...„ 4.". t ,IPI pity 1.I �,� J I{ kk I f � r• `}:I � I I I I � �. '. ous Framing Beams for Screen Acrylic or Vinyl Rooms Table 3A.2.1 Allowable Upright Heights,Chair Rail Spans or Header Spans Table 3A.1.3.110 Allowable Beam Spans for Miscellari 9 r2" Y Pn9 9 P Pa Table 3.0.1.1-110 AllowableEdge Beam Spans-Hollow Extrusions ci ;using design load of 11.0 iNSF for Screen,Acrylic or Vinyl Rooms For 3 second wind gust at 110 MPH veli t2" t2" Y for Screen,Acrylic or Vinyl Rooms T Aluminum Afloy Boss T 8 110 MPH veloc •using design load of 11.0#ISF 47.1#/SF for Max.Cantilever) Aluminum Alloy 6063 6 r : q r. ) , :. Y; :. I( I. �., ,": •, for 3 second wind gust at velocity; 9 9 ( and Tributary Load Width For 3 second wind gust at 110 MPH velocity:using design load of 13.0INSF Hollow a _ Tribute Load coma€W=Purtln s m Aluminum All 6063 T•6 -0" T-0" 8'-0" 70'-0" 17-0' 14'-0" 16'-0" 18'-0' PK x 2 x 0.041 2"x 2 x 0. 5 Single SNf-Meting Beams 2'-0" 3'-0' 4'-0 -0' Sections 3'-0- 3'-0" 4'.0 4'-0" 5-0" 5'fi' ti'-0' 6fi' T-0" T•6' ! Span 1'I bandin 'b'or daMdion'd' It:i - d I!.. �I, •'I ,r i{.,;• , a•i .i : : : Load MM.Span W I ro'or defleedon'd Lad Max.MuSpan'L'I Wndirg'b'or dettection'd Max. Width R Allowable Hel M'H'I bendl 'b'or deMetton'd' ' d 8'-8' d 8'-3' d T3' d T-3' d 6'-9' b 64" D 5'-11'b . Width OL) 4 S O 1 E 2 Span :I Span 4 Span Mme• Y x 4'x 0.050"Hollow 13'-7 d 11'-6'd 10-5 d d 2"x 2 x 0.044 Hollow T-6 b 6 11 b 6'-0 b 6 Y b 5 10' b 5 T b 54 b 5 1 b 4 1 1 b 4-9 b ti28pan 3Span ton' Cantllwer CaMllever r9" d 11'-2'd 10'-8'd 5-11'd 9'4' d 8'-1D'b Si b T-9' b Y x 5'x 0.062'Hollow 76•-11'd 14'-10"d 13'-6'd 1 -0'ti t Y x 2"z 0.055" Hollow B'-70' b 8'-7 b T-8' b T-7 b 6'=10' b 6'-6" b 6'-3' b 5'•11' b 5'-!9' b S-T b 11' d T-1' d 1'-0' d 9'3' d 5-7 D 8'-' T-6' D 6'-1" b S4' d. 6-T d 6-9' d 0'-11' d 5 Ti5'-0' d 11'-8'd 1 IF 1 2"d 2 b b 6'-11'b 6-6" 2'x 4"x 0.048"x 0.100" 14'-8'd 17-10'd 3'x 2"x 0.045' Hollow 8'4' b T3' b T-Y b 6'-9' b 6-5' b 6-2' b 5-10' b 5'3' b 5'-5" b 5'3' b , d 0'-t1' d 6 5'4' d 8'-T d 6'-8' d D'-11' d -T d 11'-11•d 11•-3"b IVA'b F-7 b 8'.6' b 7'-11"b T4s" b 5-0' d 6'-7 d 64 0 050"x 0.100" 16-7 d 15'-17"d 14'-5'd 1 '-5•d 1 3'x 2"x 0.070" Hollow 11'-1' b 10'-3• b 9'-T D 9'-T b 8'-T b 8'-2' b T-10' b T-T b T-3' D®rV .rel 8'3' tl 64" d 0,-it, d 2"xS'x ti...l : : 4'-8' d 5-11' d 5'•11' b 0'-70• d 7 5'd' d b 13'5'b 17-T b 11'-3"b 10-3'b 9'-0" b 8'-11'b 8'-5" b r ' 7 2"x 6"x 0.050'x 0.120' 274'd 18'-T d 16-11'd 1 '-8"d T Y x 3"x 0.045' Hollow 10.7 b 55" b 8'-9• b 8'-3" b T-t0' D T-0' b T-7 b FIFT h 6-B" b '-1" b 0'-tt' d 8 4'-T d 5.8' d 5'-T b 0-10' d 8 4'-10' d 5.11' d 6 D 14'•T b 13'-0•b 12'-2"D 11'-2'b 704•b 9'-0" b 9'-1' b H 1 b 9'-11' b 9'-3' b 6'•9• b 63' b T-11' b T-T b T3' D 6-11' b Y x T x 0.055'x 0.120" 2A'3'd 21'-Y d 19'-3"d 1T-3"b t - z x 4"x 0.050' oaow 03' •.; ) �: '. .• c -s ;^-. 6 d S3' b 0-10' d 9 4'•8" d 5'-9' d F-9" b 0'-10' d ,, ;, : : 9 4'S' d 5S' x 0.072"x 0.224' 30-7'd 26'-3"d 23'-10'd -2'd d 15-10'd 18!-Il 17 d 16'-T 0 75'4'b 14'4' b 13'-6'b Y x S"z 0.062" -Hollow 13'-9' D 17-9' b 11'-11'b 11'-3' b 10'-8" b 10-7 b 9'-9' b 9'4' b 9'-0' b i E " d 2"x°" r i ( ,r; ,.,p::. : -2' b 4'•1T b 0-9' d 70 4'$ d 5'-0• d 6-5• b 0-10• d .0•d 21'-9-d 20-9•d 19'-V b 1T4"b 16-1-b 15'-1•b 14'-Y D 1'-' 1 -11'b 10.6' b 10- x 0.072"x 0224" 374 T d 28'-10'd 26' 4'0 2"x 4"x 0.046" S.M.B. 1F-W b 144' b U-17 b 17-0' b 17-0' b 1 5 b 0 7 b y t4 2"x9' 4'-9' b 0-9' d 11 4'4' d 5'4' d 5'-Y D 0'-10' d -8'd 27.6'd 21'-0'd 19'-11'd 78'-70d 1T-10•d 1T-7"d 16'-5'd. 1 ' 1 '-1' b 17-T b 72'-1' 4'-1' d 4'-1T b x 8"x O.OIiY x 0.306" 34'-2'd 29'-10'd 2T-Y d -Y d Y x 5"x 0.050• S.M.B. 16f' b 1T-1' D 16'-0• b 15-1' b 144' b 3.8' 0 3 b -1' d 4'3' b 4'-T b 0-9' d 12 4'3 7 d 2T-t'd 25'-11'd 24'-1'd 27.8'd 21'-6•d ZO-T d 19'-9"d 2"x 6"x 0.050" S.M.B. 19'-3' D 1T-10•D 16-8'b 15-9' D 74'•11"b 74'-3" b t3'-0' b t3'-1" D 12'-7' b x x 0. 2"x 10'x 0.092"x 0.369' 41'-T d 35'-it'd 37-8'd -4'd L. 3'. x 0. Y x 2'x 0.044" 5 9'-7 b 81 b T-11" b 7'S b T-1' b 6-9• b 6-6• b 62"' b 5.11- bbLoad Mu. 1'1 ro•or deflection' Load Mu.Span 1'I t»ndin ro'or deMetlon'crribute LoedY x 3"x 0.045" Snap 10-S' b 9-T b 6-11' b 6-0' b 6.1' b T3' b T4" b T-1' b 6-1 O' bb Width 9yidth(R) Max.ax11'-' b 10-5' b 9'-9' b 6-7 b 81 b 8'3' b T-11' b T-T b T-4• b T-1' b : i �') 1 i 2 Span 3 Sprn 4 Span 1 i 2 Span J Span 4 Span carNkver 3'-0• ,g. +6" 5'-0' S'fi' 6'-0" B'-6" T-0' T-0' 6'-0' Y x 4'x 0.045' Snap 3 ' !.. Cantilever Double SeH-t4atlng Beams 7-0' 3'-0' '_5' d B'-T d 1'3' d k Span'L•/bendin 'b•or denection'd' 3'x 3"x 0.045" Fluted 7-1' b 6-5" D T-t0' b T-5' b T-0' b 6.8" b 6-5" b 6-7 b S-11- b 5-0• b '.. 5 6.0' d T-5' d T-T d 1'-1' d 5 6'-9' d B A 2 r w 3'd 24'-11'd 23'-10'd 22'•2"d 20'-10'tl 19'-10'd 16'-11'd 18'-Y d 3'x 3"x 0.060' Square 17'-7 b 10'4' b 6-0' b B-1' 0 8'-0• b 8'-3' D T-t t' b T T b T-1' b 6 5.8' d T-0' d T-Y d T-0" d 6 6'•5' d T•11" d B'-0' d 1'-Y d 2"x 8"x 0.072'x 0224" 3T-70'd 33'-1"d 30'-1•d 2 11'd T4'd 26-2'd 24'4' 22'-10' 21'-0'd 20-9"d 19'-1Td 3'x3"x Q093' Sgwo 16-0' b U'-10'b 73'-11'b 13'-1• b i7S' b it'-10'b 11'4' b 10-11'D 10$ b 10-2' b 7 5-5' d 6-0• d 6-10' d 0.11' d 7 6-1" d T-6' d T-8' d 1'-1' d 2"x 9'x 0.072"x 0324' 4T-T d 36'4'd 37-11'd 30-T d 28' 0"d 2 d d 3'x3"x 0.125' Sgwre 19'-1' b 7T3' b 16'-T b 15-T b 74'-70'b 14'-1' b 73'-6'b 17-11-b 17-6' b 17-t• b d 29'-1'd 2T-10'd 25-10'd 24'4'd Z3'-1"d 22'-1"d 21'-3'd •7 d 64' d 6'-r' b 0-11' d 8. 5'-10' 'd T-7 d T4' d 1'-t' d 5 2"x 9"x 0.082'x 0.306' 44'-3'd 38'-8'd 35'-1'd 3 -T d 4"x 4"x 0.725" uao 24'-9' b 27-1 T b 21'-S D 20-7 b 19'-2' b Ill'3' 6 1T-6' b 76- b 16-2' D 15.8' b 1'-0' d 11'd 34'-T d 32'-0'd 304'd 28'-6'tl 2T-1'd 25'-11-d 24'-11'd 9 4'-11' d 6-Y d 8-1' b 0-11' d 9 5-T d 6'•11' d T-0" d 2"x 10"x 0.092"x 0.369" 51'-10"d 45'-3'd 41'-1'd '-7 d - For 3 second wind gust at 120 MPH veloe •usingdesign load of 15.0 XSF CO t ,G 1 f.' ¢ al }... {... �� z I•.: ',, 10 4'-9' d 5'-11' d 5'•9' b 0-10' d 10 5-5' d 6'-8'. d 6'-9" b 0'-71' d 11j'• beam that ns more than 40 Note: TdWb Load Width W=Purlb S -) Z I 71 4'8' d S-0 b 5'-0 D 0.70 d 11 5-3' d 6-5, d 6-5' b 0'-11' d n9 d 1.It is recommended that the engineer be consulted on arty miscellaneous Ir a SMIan 3'-0' J'-0' 4'-0" M-0" 5-0' 5'-0' 6-0' C-0' T-0' T.6' Q Q 12 4'�6' d 5'-5' b 5'3' D 0-10' d 72 5'-7' d D CL 63' 0 6-7 b 0'-11' d 2.Spans are based on 110 M.P.H.wind bed plus dead bad ton frpm'xrg. Allowable Ha M W'I Dendi ro•of datleetbn'd' gg p t r 'x 3 x 0. 2"x 4 x 0.050 3.Span is measured from center of connection to fascia or wall eonneetbn. Hollow 6-11• b 6.6' b 6'-1' b 5'-B' b 5'-5 b 5-Y b 4'-11' b 4'-a' b 4'-T b 4'-5' b Z I `.'i +:. :< l upright to center of brace to beam connection to the above spans for total 2"x 2'x 0.044" � ( +.I I, E.. fMax.S n%'I bands W or deMetion'd .Load Max.Span 1'I bandln 'b'a daflsetion'd 4.Above do not include le th of knee brace.Add horizontal distanee'f� Q y}y ; Load M n9 ._ Y x 2"x 0.055' -Hollow 8'-7 b T-T b T-1' b 6'-6 b .64" b 6-1' b 5'-10• b S-T b S4" b 5-7•D �- Width R Width(ft) Max. beam spans. 2 O LU O 1 i 2 Span 3 Span 4 Span 1 6 2 SWn J Span 4 Span Cantilever CaMllever 5.Sperm be Interpolated. 3"x 2"x 0.048" Hollow T-9' b T-7 6 6'-0' b 6'4' b 5'-11' b 5'-8' b 5'f>ti 5'-3' b 5-1' D 4'-71' D Z :.. pa �Y 3"x 2"x 0.070" Hollow 104' b 9'-T D 8'-11' b 8'-5" b 6-0' D T-0' b T4' b T-0' D 6A' b 6$ b Z m lJ.l '{7 : : 5 T•6' d 9'3' d 9'-5 d 14' d 5 53' d 11'-11'd 12'-Y D 1'-9' dLL n..l t gg °�� YxJ"x0.045' Hollow 9'£ b 6-9" b 8'-2' b T-9" D T4' b 6-11" 8'-0' 6'3" b 6-2' S-t1' b (� r,d =lel 'I 6 T-0• d 6S d 63' b 1'3' d 6 9'-1' d t'I.3" d 11'•1' b 1'-0' d SBH Matin Beams 2'x 4"x 0.050' Hollow 9'-t t' b 9'-Y b 6'-T b 8'-1' b T-8" b T4' b T-0' D 6A' b 6-6' b 6-3' b - --1 W IJJ 1 7 6-0 d 63' a 6-r b r3• d 7 6'3 d ur3 D 703 b t-T d Table 3.01.4110 Allowable Spans for Ridge BBBTS with 9 fn J 2"x 5"x 0.062" "com 72'-10"b 11'-11•b 11'-1" b 10'-6' b 9'-11' b 9'•8• b 9'-t' b 6A' b. '-5' b 6-1' b W for Screen Ae lic or Vin I Rooms Z fl I.i h s 6S d T-9' b T-6' b 1'-Y d D B'-3' d 9'•11• b 9'-T b 1'-6' d ry Y Z (.. ' .: _ � Y x 4"x 0.046' S.M9. 14'-5- D 134' b 17.6• D 71'-10"b 11'-2' b 10.8' D 10-3' g'-10" b -9'-5' b 9'-7 b k I ;using design load of 11A#/SF L - W d r` 1 4' T-1' b 1'-1' d 9 T-11' d 9'•5' b 9'•1' b 1'-5' d 9 6-7 d T b For 3 second wind gust at 110 MPH velo�ltY 0 u 2"x5"x 0.050" S.M.B. 1T-3'b 15.11'b 14'-11'b 14'-1' b 13'4' b 1T-9' b 17-7 b 11'-8' b t1'-3' b 10-11'b r t, U) � - `I ^.r ', :-I : •1 ' d 6'-11' b 6-9' b 1'-1' O 10 -FT-d 8'-11' b 8'-T D T-5' d W=Purlb S cin 1 Tribute Lwd WI pa 2'x 8•x 0.050• S.M.B. 1T-11'b 16-T b 15'-6' b 14'3' b t3'-11'D. 13'-3' b 12-8' b 17-2' b 11'-9" b 71'4' b co {- G 8••2. b P4. d L1J fn 77 5-9' d 6-0" b 6-5' b 1'-1' d 11 T-5' d 6'-6' b 9'-0' 10'-0" 11'-0" 72'-0' pp : S■M Mad 5■ctloos 5'-0' 6'-0" T-0' 8'-0" 2"x 2"x 0.041" Sn 8'-6' b T-t t' b T-5' b 6-11' b 6-T b 64' b 6-0' b S-9• b 5-7" b 5'-5' b 0 -10' b 1'4' d n9 V O 12 5'•T d 6'4' 6 6-Y D 1'-0' d 72 T-3" d 6'-1' b T din 'b'or da0ectlon'd' T-11' D Tfi' b T-2' b 6-10' b 6-T b 64' b 6'•1' b to Y x 3"x 0.045" Sn 9'-8• b 8'-1T b 8'-5' b LL :I wabla n 1'I a4" ill Allo O Spa IL J 9'3' b 9'-7 b B'-9' b 8'4' b - i Notes: 'x "x 0.044 x 0.700" 12'-11' b 11'-10' b 10'-11' b 10'-3' 6 SneP 0_ I- 2 4 2"x Y x 0.045" 10-5' b 9'-8' b 7-1' tr 8'a" b 8'-1' b T-9' b- T-5' b T-1' b 6-1 O' b 6'-T b = 0 0 center of brace to beam 1 '- 3' b 6-3' b 5'-71" b 5'-9' b 5'-6' b S4' b O �- N t.Above spans do not Include length of knee brace.Add horizontal distance hdn upright to ce : 11'-10' b 11'-3' b 0 9' b 10-3".b 3"x 3"x 0.045" fluted 6'-5' b T-10' D T4' b 6-11' b •6 p ape 2'x 5"x 0.050"x 0.100" 15'•11' b 14'-b' b 13'-5' b 17-7" b. U V a .8" b T4• b T-T b 8'-10' b 6-T O .,€t } connection to the above Spans for total beam spans. 13'-3' b 12'-T b 11'-11' b 11'-0' D 3"x 3"x 0.060' Square 10-5 b 8'-T b 8'-1 T b 6.6" b B'-0' D T , 2"x 6"x 0.050"x 0.120" 1T-10' b 76'-3' D 15-0' b 14'•1' b" 2. S may be interpolated. 74'4' b 13'-8' b 17-11' D 17-5' b 3"x 0.093" S uart 14'-t 1'b 13'-70"b 17-11'b 17-7 D t 1'-T D 71'-0' b 10-T b 70-2' b B'-9' b 9'S' b Q > N 2"x T x 0.055'x 0.120' 19'-3' b 1 T-T b 16'-3' b 15'-3' tr. 3 x q W rn � Q O 20'-3' b 1 2"<' b 18'-6' b 3"x 3"x 0.125" Square 1T-9' b 16'-0' D 15'-5' b 14'-0' b 13'-9' b 13'-Y b 17-T b 17-1' b 11'-6' b 113' b (� 2"x 8"x 0.072'x 0224" 28'-0" b 26'-2' D 24'-3' b 273" b - r.I , uare 23'-0' b 2T4" b 19'-11•b 18'-g' b 17'-10"b 16'-1T b 16'3' D 15'-8- b 15'-1" b 14'-T b O U) M rl pp� 27-5' b 21'-3' b 20'-3" b 19'-S b 4"z 4"s 0.125' S Z r 2"x 9"x 0.072"x 0224" 30'-1' b 27'.6' b 25'-5• b 23'-9" b' W '-9' b 2T-10' b` 26'-Y b 24'-10• b 23'-0' b 27.8' b V1 Lll Allowable Beam Spans-Snap Sections Y x 9"x 0.082"x 0.310' 33'-9" d 31'-9' d 29 Notes: Q LL Table 3.0.1.2-110 Al1oWe Edge pe p 31'-10' b 30'-Y b 28'-10' b 2T-T b 1.Above spans do not include length of knee brace.Add hor¢orttal dleterzx�from upright to center d brave b beam connection to the W M ct C) 2"x 10"x 0.092"x 0.369" 40-T d 38'-3' d 36'-1' b 33'-9' D pa � O for Screen,Acrylic or Vinyl Rooms abx spans for total beam spans. Z of ZLU O For 3 second wind gust at 110 MPH velocity:using design bad of 11.0 NSF(47.1#/SF for Max.Cantilever) Notes: 2.Spam may ce bterpdeted. tr - V ' i" I ? II ; Aluminum AI 6063 T-6 1.Tables assume extrusion oriented with longer extrusion dimension para9ettlo applied • �2 U3 O N 2"x Y x 0. w on z x x 0.04 Sn■ nraton 2.spans may De interpolated. W F- ',: E �' <. + wiai d(R) Max Span 1/bemll ro or daflaetlonMex widtwdtt) Max.SWn L/bends ro`or daneeden'a € !i "�I Cantilever J t:s.j z 162 Span 7SWn ISWn Cantilever 1s25Wn JSWn4SWn Cl) to Q W I 5 6'-0" d T-5 d T-T d 1'-1' d 5 8'-1' d .10.0' d 10'•2' b 1'-6' d Table 3A.3 Schedule of Post to Beam Size W 'I { Aluminum Alloy 6063 T-S 6 5'-8' d 8'-11' d- T-1' D 1'-0'. d 6 T-T d 9'-.S d 54' b 1'-5' d #Thru-Bolt W to 7 5'4' d 6-0' d 6•T b 0'-11' d 7 73' d 8'-11' b B'-T b 1'4' d W It 8 5'-2" d 64" d 6-2" b 0-11' d 9 6-11" d 8'-4- b 8'-1" b 1'-3' d Beam SW MlMmum Attameb L=D+K' Minimum Mln.#Knaa Mm.Stkhfng _ i' s, ,f y' i'• I .; i r N!' I" ;f .I ',. Post Slxa Post Size 114"a 316"s Knee Braes• Bow Screws 24'o.a. ~ O rQ 9 4'-1 t' d 64' b 5'•10• b 0'-11' d 9 6'-8' d 7'-10' b T-7" b 1'-3' d Y x 3'x 0.050"" 2 Y x 3'x MOW (3#8 #8 Y x 4"x 0.050"Hollow - r 10 4'-9' d 5'-8' b 5'-6' b 0-1g' d 70 6'-5' d T-S' b T-7 b 1'-Y d C9 N j Setl Matin Beam n��:! , 11 4'-T d S-S b 5'3' b 0'-IT d 11 6'-3' d T-t' b 6'-t0' b T-Y tl 3"x 3"x 0.060" Y x 3•x 0.050•"- 2 Y x 3'x 0.050" (3#8 #8 € k Y x 4"x 0.040"x0.100" J v 12 4'-6' d 5-7 b 5'-0" b 0-t0' d 12 6-1' d 6'-10' b 6'-T b 1'-1' d 0.050' 3#8 #8 to W at Y x 5"x 0.050"x 0.100" 3'x 3"x 0.060" Y x 3'x 0.050-'•• 2 2x 3'x O W Ll„ W c 1 2"x 4"x 0.045'SnapExlrusIon Load Max.Span V/bendl 'b•or deflection' 2"x 6"x 0:050"x 0.120" 9"z 3"x 0.060' 7 x 3'x 0.050' 2 7 x 3'x 0.050" (3)#10 #10 0- 2 e0 _ 2"x7"x0:055'x 0.120" 3'x 3"x 0.060' 7 x 3'x 0.050' 2 2 Y x 3'x 0.050' (3)#10 #10 U 2 •5• a a LL 1 { k} _ Width(ft) 1 8 2 span 3 SWn 4 span Centllever �,I „ %li i:. :E• ':I 1 Yx7"x0.055"w/insert 3"x3'x0.093' 723'x0.050' 2 2 7x3'x0.050" 3#70 #10 � d W p .. i d : 5 10-3' d 17-3' D 11'-10 b Tid Y x 8"x 0.072"x 0224" 3'x 3'x 0.093" 2'.x 4'x 0.050' 3 2 7 z 4'x 0.050' 3)#t2 #12 4 �: r jf g :lit ; # C' b..:f i f i : 6 9'-T d 11'-2' b 10-10'b T-9' d Y x 9'x 0.072'x 0221" 3"x J'z O.D93' Y x V x 0.150'x 0.100' 3 3 2 x 5'x 0.050'x 0.100' 3#74 #14^ r/1 O7 4 o n ,x .120' 4 3 2'x6"x0.050'x0.720' 4#14 #14•' O C N 7 li d 104• b 10'4r b 1'3• d Y x 9"x O.OBY x 0.306". 3'z 3"x 8.125' 7 x 6'x 0.050 0 W C U r g t 8 8'-B' b 9'-8" b 9'4' b 1'-T d Y x 70"z 0.092'x 0.369" 'x 4"x D.D3r x D.1tro-Y x 7'x o.oss•x D.12o' S 4 2'x T x O.OSS x O.t20• 6#74 #14^ t� > Co it ro m 9 B'-7 b 9'-2' b 8'-10' b 1'.8- d Double Sed Matin Beams m v ^- $ 10 T-9' b 6-0- b 8'4' b i'-0' d (2 Y x 8'x 0.072"x 0224" 2"x S'x 0.050"x 0.100 4'x 4'x 0.125' 6 4 7 x 4'x 0.044'x 0.100' 8)#12 #12 W to w E 11 T-S b 6-3' b T-11' b 5 d 2 Yx'Yx0A72'z 0224" 2'x B"x 0.050'x0.12 4'x4'x0.t25' 4 7x6'x0.050'x0.120' (8)*14 #14" tl.l tl '-•W F '3 }k. { I • r r " �,. "z I G i l -1' b T-11' b T3' b 1'•5' 9'z 0.082"x 0.306" 2'x 7-x 0.055"x 0.12 4"x 4'x 0.725' 8 6 7 x W x 0.050'x 0.120' '(8)#14 #14" U 0) d m 72 T d 12)Yx O a) > Nis. (2)Y x 10"x 0.092"x 0.369 2 x 8 x 0.072"x 0224 4"x 4"x 0.125' 10 B 2x T X 0.055'x 0.120 10)#14 #14• W C V p pi I 't' 3i �I ,. r: dl I r 4! 1.Above ns do not include of knee brace.Add horizontal distenos horn ht to center of brow to beam 1 spa lenDth uprig The minimum number of Dvu bolts is(2) a C connection to the above spans for total beam spans. � 'Minimum post/beam may be used as minimum knee brace m p4[ Y interpolated. : spacing to 16'o.a Knee Bram Min-Len Le t� tO 2.Spens may be iota bled. - X78 14' or Yx 3'x0.045' 2"x2"x 0.055" 1'4' 7-0' Ir 2"x 2"x 0.097" 1'4' i• I '� IR I i t ,r I�� I � �a � I z'x r x b.oso" rte" _7�•- �•�- 3i 2'x 4'x 0.050' t•-0. .3,�..-,. is .i � r ) ;I� ' i 4 i I I z; :;� it • f I I I � - '- - - � i "Ouj ' HE£3 - r �rI I ii i'I w i i �Pk leis a' EI 0 4-110 q Irl,! ; � i $ F r , pp x '' ! r1 , i � ; x�,s I I is I I I', 2-14 -2% 07 pp 10 I' ale I I coV, 1� i I. G 1 F 1J - I i'.• Table 3A.1. -140 Framing Beams for Screen,Acrylic or Vinyl Rooms Table 3A.2.2 Allowable Table 3A.1.1-140 Allowable Edge Beam Spans-Hollow Extrusions 3 Allowable Beam Spans for Mlscellaneotl� r2" Upright Heighten Chair Rall Spans or Header Spans for Screen,Acrylic or Vinyl Rooms For 3 second wind gust at 140-1&2 MPH vellocity;using design load of 17.0 fF/SF for Screen,Acrylic or Vin 1 Rooms y For 3 second wind gust at 140-1&2 MPH velocity;using design load of 17.0#ISF(65.7#/SF for Max.Cantilever) Aluminum Alloy 6063 T-0 Aluminum Alloy 6063 T-6 Aluminum All 6063 T-6 Tribute Losd Width - For 3 second wind gust at 130 MPH vel 9 9 oy Hollow and 9 Doty;win design luso of 18.0 RISE f ',:a ( 1=!i 2"x2 x .041 x x 0.055" Single Self-Mating Beams Y-0" 3'-0' 4'-0' S'-0' 6'-0" 7-0" B'-0' 10'-0- 12'-0" 14'-0" 15-0" 1e'-0" Tribufa Losd Width W Pudln Spacing 6� L 7 '`, k l x Load Mac.Spm'L'/ (bonding W or dNbction' l.oed MQ.S 'L'I bendk 'b'or deflection' .pan'L'!bendln 'b•or deflectlon'd Sections 3'-0" T-6- 4'-0" 4'-6" 5'-0" 5'-0" 8'-0" 6'-0T Ailowsbb 0 T4" ^+ ,:, �• r;. g :. r4 r Width(R Width it Max. j `Id ' s•x II .!" 4 )! t ) 1 a 2 Span 3 Span 4 Span ( )1 a 2 Span 3 Span 4 Span 2'x 4'x 0.050-Hollow 11'-4'd 9'-11'd 9'-0" d 8'-5' d 7'-11' T-6' d T-Y b 6'-S 0 5'-10' b 5'-S b 5'-1' b 4'-9' b Allowable Height W/handl 'b'or deBeetion'd' .I , CaMibwr Cantibwr 2'z 2'z O.OM' Hollow 5-5' b 5'-11' b 5'S' b 5'-3" b 4'- ' r x 5"x 0.062"Hollow 14'-8' 1 '-0'd 1 '-8' 4 9'S' d 9'•3' d 8'-5' b T-8' b T-1' b 6'3' b 6'-3' b 11 b 4'-9' b 4'-6' b 4'4' b 4'-Y b 4'-0' b .5 4'-T d 5-0' d 5'-8' b 0'-10' d 5 4'-11' d 5-0' d 6'-2' d 0'-11' d d ra t t d 10' 0'd 10'-Y 2'x r x 0.055" Hollow T-6' b 6'-11" b'6'S' b 6'-1' b 5'-10' b Y x 4'x 0.016•z 0.100" 12'-8'd 11'-1"tl 10'-1'd 9'4' °S' T-11' b T4' b 5-T b 6'-0' b 5'-7" b 5'-3' b 4'-11'b 5'-6' b 5'4' b 5'-1' b 4'-11'.b 4'•9' b 6 4'4' d 5'4' b 5-Y b 0'-10' d 6 4'-T d 5'S' d 5'S' b 0'-10' d b 8 3'x 2'x ° 0.045 Hollow T-1' b 6'-6" b 6'-1' b 5'-9' b 5'E' b 5'-Y b 4'-11' b 4'- q•_ 2"x 5"x 0.050"x 0.100" 15'-9'd 13'-9'd 12'-6'd 11'-5'b 10'-5' 9'-8' b 9'-1' b 8'-1' D T-5' b 6'40'D 6'-5' b 6'-0" b 9' b 4'-T b 4'S' b 7 1 d 4'-11' b 4'-9' b 0'-9' d 7 4'-4' d 5'-5' tl 5'-3' b 0'-10' d 3"x Y x 0.070" Hollow 9'-5' b 8'-9' 0••1 b 8'-7 b T3' b T4' b 6'-11' b 5.8' D 6'-5' b 6'-7 @ 1 O b 10'-1'b 5-1' b 8'S" b T-8" b T-7 b 5-9' b b 5'-11' b o 3'-11' d 4'-8' b 4' 2"x 6"x 0.050'x 0.120" 16'-5'd 16'-1'd 14'•4'b t2'-10'b N'-6• � . 8 $ b 0'-91" d 8 4'-7 d 5'-1' D 4'-11' b 0'-9' d rx3"x0.045" Hollow 8'3' b T-11' b 74i' b T-1' b 6' 11'-9' b 10'-11'b 9'-10'b 8'-11' b 8•• -8 b 6'�' b 5-1' b 5'-10' b 5'-8' D 5S b d 4'4' b 4'-3' d r x T x 0.072"x 0.24" 20'-11'd 2-9'D 15'S" b 13'•10"b 12'-8" 3 b T-9' b T4' b b 0'-8' d 9 4'-0' d 4'-9' 0 4'-T b D-9' 2"x 4"x-0.050" Hollow 9'-1' b 8'-5' b T-10' b TS' b T-0' b 53' ,�7 t.,; .. `I 'I. : •:> L,;; : 7T-1'd 16'.4'b 74'-T 11 b 5'-9' b 2"x B"x 0.072'z 0.224" 25'-11'd 27.9'd 20'-8"d 19'-7 tl 18'-0' b 13'•4' b 12'4'b 11'-6'D 10'-11"b b 5-5' 1 6'-7 b 5'- 10 9'-0' d 4'-7 D 4'-0' b O'•8' d 10 3'-11' d 4'S' b 4'3 6 0'-9' d 2'x 5"x 0.062" Hollow 11'-9' b 10'-10.0 10'-7 b 9'-T b 9'•1' b 8'-B' b 8'3' b T- I:Ik : 18'4' b 1T-1' b 154• 71 b T-B' b TS' b 2"x 9"x 0.072 x 0224" 28'-6'd 24'-11'd 27.8'd 21'-0'tl 19'•9' b 13-11 b 12•11 b 17-1 b 11'-5'b q. �' "] 11 3'-6' b 3'-11' b 3'•10' b P-8' d 11 3'-9' d 4'4' b 4'-Y b 0'-9' d 2'x 4"x 0.016' S.M.B. 13'-2' b 1T-Y b 1 T-S b 70'-9' b 10'-3' b 9'-9' b S4' b 8'-11' 19'S"tl 18' ' 3 d iT4'd 1 D 8'-8'.b 8'4' b 2"x 9"x 0.062'z 0.306' 29'-T d 25-10"d 23'-6'd 21'-9'd 20'S' 6 3-d 15-t'b 14'-2'b 13'4'b 12 3'S b 3'-9' b 3'-0' D D'-B' d 12 3'-8' d 4'-2' b 3'-11' b 0'-8' d 2"x 5"x D.O50" S.M.B. 15'-9' b 14'-T b 13'-T b 17-70'b 17-Y b 11'-T b 11'-1' b 1Q-8' b 10'-3"b 23'-5'd 27-5 d 20'•10'd 19'-T d 18'4'b 1T-2'b 15-7 b 9'•11' b €€ �" x x 0.015 x x 0.070 0 092'x 0.389" 35'-T d 31'•1'd 28'3'd 26'-Y d 24'8" 2'x B'x 0.050' S.M.B. 15S' b 15'-7 b 14'-Y b 13'4' b 12'8 b 17-i' b t 1'-T b 11'-7 b 10'-9• 104' b �,�, �i ' Load Max.5 n1'/ b'*or dMeetlon' Load Max.Sp V/bandit 'b'ordMaction'd 2"z YxO.OM' Snap T-9' b 7'-2" b 6'-9' b 54' b 6'-0' b 5'-9' b S-6' b 5'3' b 5-1' b 4'-11' b ,III : N' (fl 1 i Z S n 3 n 4 Wl(fl•)1 a 2 Span 3 Span 4 Span Max. Tribut■ Load Width 2"x 3'x 0.045" Snap 8'-10' b 8'-T b T 8' b T-3' b 6'-10' b 5.6' b 55' b 5-11' b 5'-9' b 5- . w S� Can111ever pt p° p° Gfdliever 7'-0" 8'-0" 10'-0" 12'-0' 14'•0' 16'-0' 18'-0' Y z 4•x 0.045' Snap g'S' T b Double Self-Mating Beams r-0" 3'-0' 4'-0" 5•-0' 6'-0" p b 8'-10' b B'-3' b T-9" b 7'-5' b T-0' b 5-9' il II - *� i.... 1 {t ¢ s l i j b 5 5.3' d 6'-S d 6'-8' b 0'-11' d 5 5-10' d T-3' d T-S d 1'-1' d n'L'/handl 'b'or deflectio ' 1 }�.: 1 ° I, €', ;. Allowable. n d 9"z 3'x 0.045" Fluted T5' b T-7 b 6'-0' b 54' D 5'-11' b 5-0' b 5'S' b 5'3' b 5'-i' bMIb '.. 6 4'-11' d 5-1' d 5-11' b 0'-11' d 6 - 5.6' d 6'-10' d 6'-11' I{f�j{ : 2'x 8'x 0.072"x 0224" 32'-9'd 28'-T d 25'-11'd 24'-7 tl 27-9' 21'-T d 20'-8'd 19'-2'd 18'-0'd 1T-i'd 154"b 15'S"b 3"x 7"x 0.060" core 9'S' b 8'-9' b 8'-7 D T-9' b T4' b 6'-11' b 5-8' b 5S' b 6'-Y:.b 7 4'-0' d 5'-9' b 5'-8' D a-11' d 7 53' d 6'S' d 6'S' b O'-11' d 23'-8'd 273'd 21'-0'd 19'-9' 9"x 3"x 0.093' Square 2"x 9"x 0.07r x 0224" 35'-11'd 3T-5'd 28'-8'd 26'-6'd 24'-11' b 154'b 1T-1'b 18'-Y b 13'-T b 17-T b 11'-10'b ll'-1' b 10'-T b 10'-1' D 9'-8' D 9'-3' b 8'-11' b 4'S" d 54' b 5'-2' b 0'-10' d B '-Y d 8'-1" b 0'-11' d - p 3 x 3 x 0.125' S con 76'-3' b 15'-0' D 14'-1' b 13'-3' b 17-T b 11'-11'D 11••8' b 11'-0' b 5-0' d 6 2"x 9'x O.OBr x 0.306' 38'-3"d 33'-5'd 30'4'd 28'-Y d T5S' 25-7 d 24-i d Z74'd 21'-1"d 19'-11'd 19'-1'd 18'-S d q 10-0'I b 3 d S-0' b 4'-10' b 0'-10' d 9 4'•10' d 5'-11' b 5'-9' b 0'-1T d 4"x 4'x 0.125" con 20'-11'b 19'-S b 18'-7 b 1 T-2' b 16'-3' b 1 � 1 '- �� Y x 10"x 0.09Z'x 0.369" 44'-10'd 39'•2"d 35'-T d 33'-0' 31'4' 29'•6'd 28'-3'd 26'-2'd 24'-8'tl 23'-S d 27-5'd 21'-6'd � 5 b 4 10'D 14'-3' b 13'A".b For 3 second wind gust at 140-182 MPH velocity;wing design load of 21.0 WSF 10 4'-7 d 4'-9' b 4'-T b 0'-9" d 10 4•-B' d 5'-T D 5'-S b 0'-11' d Hote: fA 11 4'-0' d 4'-T b 4'$ b 0'-9' d 11 4'-6' d 5'4' D 5.2" b 0'-10' d 1.h Is recommended that the engineer be consulted on a miscellaneous framin beam that spans more than 40' Tribute Lad Width W.Purib 5 d -J Z 12 3'-11' d 4'4' b 4'-3' b 0'-8' d 12 4'-5' d 5-Y b 4'-11' b 0'-10• d eAg rry neons 9l Sections 3'-0' 3'-0' 4'-0" 4'-0' 2.Spans are traced on 140.1x2 M.P.H.wind bad plus dead load for herring. SQ 2"x 3'x 0.045 x 4 z 9.950- 3.Span is measured from center M connection to fascia or wall connection. Albwabb Hell'H'I handl b'w daOaeUon'd :� d ,r ,a : Load Max. 'L'/bends 'b'or ', „) Pan de0ecfbn Load Max.Span`L`I Mndir 'b'or deflection 4.Above s do not Include n right to center of brace b beam connection to the above ns for total 2"x Y x 0.OM" Hollow S-1 t' b F-6- -Z CO , i! span. length of knee brace.Add horizontal distance lron'r}g spa b 5'-1' b 4'-10" b 4'-T b 4'4' b 4'-7 b 4'-0' b 3'•10' b 3'-9' b ro ` E •` 1 ( (,.. d: ^�' p!i Width(R) 1 a 2 Span 3 S n 4 SpaMaxn Width(fl') M'P• beam spans. - •- - 2"x 2'x 0.055" Hollow 6'-t 1' b 6'-S b 6'-0' b F-r b 54' pa CanObver 1 x 2 Span 3 Spen 4 Span CardUever b 5'-i' b 4'-11' 6 4'-8' D 4'S' b 4'-5' b )-- I� j:'. i tn! 1 I• :,:1 5.Spans may be Interpolated. 3'z Y x 0.045" Hollow 5S' b 6'-1' b 5-B' b 5'4' b 5'-1' b 4'-10" b 4'-T b 4=S b 4'-3''b 4'-Y b 11.1 6'-8' d T-11' b T-0' b 1'-3' d 5 5-5" d 10'-1' b 9'-9" b 1•-T d 3'x 2"x 0.070" 6--r - '.� Hollow 8'-9" b 8'-1' b T-T b T-2' b b 6'S' b 6'-Y b 5. 5-9' 0 5.8 b 0 � LU ll Li. 1 'f 6 6'-1' d T-3" b 5-11' b 1'-Y d 6 T-11' d 9'S' b 8'-11' b 1'•6" d 2'x 3'x 0.045" Hollow T-11" b 7'-S b 6'-11• b 6•S' b 6'-Y b 5'-11' b 5-8' b 5•-5' b 7 5'-9' d 6'-8' b 5-0' b t'-1' d 7 T-6' d 8'-T b 8'-3" b T-5' d Table 3A.1.4-140 Allowable S an r id Beam N Mating Beams p s fo R Ridge s wRh S� 2"x 4"x 0.050' Hollow 8'-5' b 7'-9" b T-3' b 5-10' b 6'-0" b 6'-7 b T-11' b 5'-8' b 5'-8' b 54' b llf W 8 Sfi' d 53" D 5-1' D i'-1' d 8 T-7 b 8'-0' b T-9' b i'4' d for Screen,Acrylic or Vinyl Rooms Yx 5'x O.O6r HoNow 10'-10'b 10'-0' b 9'S' b 8'-10' b 8'-5" b 8'•0" b T-0' b. T4' b T-1' b 6'•10' b } J 9 5'-3' b 5'•11' b 5'-0' b 1'-0" d 9 6'-9' b T-T b T4" b 1'4' d I I i .) ., [ ,£•; r it. For 3 second wind gust at 140-18.2 MPH velocity;using design load of 17.0 WSF 2"x 4"x 0.046" S.M.B. 12'-Y b 11'4' b 10'-T b 9'-11' b 9'-5' b. 9'-0' b 8'-8' b 84' b T- Z IL Z ALJ .10 5'-0' b 5'-T b 5'S" b O'-11' d 10 6'-5' b T-Y b 6'-t t' b T-3" d 2"x 5"x 0.050" 5.M.1 14'-T b - d Puriln 13'S' b 17•T b 11'-11'D 11'3' b 10'-9' b 10'-3' b 9'-11' b 9'-6' b 9'-Y b 4'-9" b 54' b 5'-Y b 0'-11" d 11 6'-1' b 5-10" b 6'-T b 1'-3' d Tribute Load Width W- Sped i z 2'x e'x 0.050" S.M.B. 15-2' b 14'-0' b 13-7 b 17-5' b 11'-9" b 11'-Y b 10'-8' b 104• W;11';b 9'-T b f ^ 1a-0' 1r-0" 1r-0' H 4'-T b 5'-1' b 4'-11' b 0'-1 t' d 12 5'-10' b 6'•6' b 6'4' b 1'-Y d Sslf Mating Sections 5'-0' 6'-0" T-0' B'-0' 06 fn _ 'b'or deflection•d' 2'x 2'x 0.044" Snap T-2" b 6'S' b 6'3" b 5'-11' b 5'-T b 5'4' b 5'-1' b 4'•11' b 4'-g' b 4'-T b � '., k 6 Not": Allowable Span 1'/t»ndl 2"x 3"x 0.045" Sna 8'-7 b T-T b T-1' b 5-0' b 6'4' b 6'-0' b 5'-9' b 5'-T b 54' b 5'-7 b fD p V 2"x 4"x 0.044 x 0.100' 112"-5• b 9'-6' b 8'-10' b 8'-3 b T- b T4' b T-0' b 5-9" b W - LL O LL.1 tq I r d 7 1.Above spans do not include length of knee brace.Add horizontal distance from upright to center of brace to beam 2"x 4'x 0.045 snap 8'-10" b 8'-2" b T3" b T-2' b 6'-10" b 6'E' D 5-3" D 5'-11' b 5'-9' b 5'- J .- 2"x 5 x 0.050•x 0.100' 1 -1 1 ' b 9'-1'.b 8'A' b 8'S' b T b a O connection to the abuse spans for tool beam spans: 7 O' b 11'-8' b 10'-10' b 10'-1 b 9' 3'x 3"x 0.045 Fluted T-Y D 6'-T ti 6'-Y b 5-10' b 5'S' b 5'-3' b 5'-1' b 4'-10' b 4'3' b 4'-0• U �- = O I qpq I r b 10'-1' b 9 8 b 9_3. D U N O 2.Spans may be interpolated. Y z 6•x 0.050"z 0.120• 14'4' b 13'-1' b 12'-1' b 11'4' b 10' b 3"x 3"x 0.el S core 8'-9' b B'-1' 5-10" b 6'•6' b 6'-2' b 5'-11' a b 10'•11' b 10'S' b 10'-0" b O 2"x T x 0.055 x 0.120" 15'-0' b 14'-T b 13'-1' b 17 b 11'- 3"x 3"z 0.093' Sgwm 17-T b 11'-8' b 10'-11'b 10'4' b 9'-9' b 9'4' b 8'-71• b T-11' b � ;i:, a P 1 + rt) t p•'; & '�'' w 1 i r x e"x 0.07r x 0224" 23'4' b 21'4" b 17-6* b 18'-3. b 1T- b 16'4' b 15'-T b 14-11 b 3"x 3-x 0.125' S con 16-Or b 13'-11'b 13'-0" b 17-3" b 11'3' b 11'-1' b 10'-8' b 10'•3' Q O q 9'E• b U) U Y x 9"x 0.072"z 0224' 24'-Y b 27-1' b 20'S' b 19'-Y b 18'- b 1 T-1' b 16'4' b 15'-8' b 4'x 4'x DA25" S con 19'-5' b 1 T-11'b 16'-1D"b 15'-10'b 15'-1" b 14'4' b 13'-9' 1 '- O q b17-9' b .174' b Table 3A.1.2-140 Allowable Edge Beam Spans-Snap Sections Y x 9•s O.OBY x 0.310" 28'-3' b 25'-10" b 23'-11' b 22"4 b 21'- b 19'-11" Notesc W LLj LL Z m for Screen,Acrylic or Vinyl Rooms 2'z 10'x 0.092-x 0.369" 34'4' b 314' b z9'-0 b 2T- 6 25'- b 24'5' b 23'-2' b 22'-2' b 1.Above spans do not include of knee brace.Add horizontal distance from upright to center of brace to m Q 6 a @ �• '., I'i $ ° i;, Pa b^91h Mi9 baa connection to the Ll.) t'7llt For 3 second wind gust at 140-1&2 MPH velocity;using design load of 17.0#/SF(65,7#ISF for Max.Cantilever)Nota, above spans for total beam spans. O lot 1.Tables assume extrusion oriented with longer extrusion dimension Pa mai to aPOMd bad. 2.Spans may be Interpolated. It Z O Aluminum AI 6063 T-0 W 2"x r x Snap ion N z 3 x .045'Snap Extrusion 2.Spans may be interpolated. 5 �_ Load Max.Spsn'L'I bend) 'b'or daMetion'd Load Max.Span'L'/(bond 'b'or deflaction'd' W 1 a z s en 3 s wroth Irt) MWL W J P pan 4 Span 1&2 3 3 span 4 Span V CarrUbver Cantilever N SQ W I `j' ,_,� SII )` ;x •a 41, �ik ; 5 5'-2" d 6'-5" d 6'-3' b 0'-11' d 5 T40' d 8'-6• b Il'-2" b i'4' d Table 3A.3 Schedule of Post to Beam Size W Cit .6 4'-11' d 5'-11' b 5'-9' b 0'-11' d 6 6'-T d T-9" b TS" b 1'-3' d Aluminum Alloy 6063 T-6. N 7 4'S' d SW b 5'4' b 0'-11' d 7 6'-3" d 7'-7 b 6'-11' b 1'-7 d 8 4'-S d S-1' b 4'41' b 0'-10' d 8 #Thru•Bolb W 5'-11' d 6'-8' b 1'i-6' b 1'-Y d Beam Sim Minimum AUamab LeD+X" Minimum Min.#Knee Min.StIching 9 4'-3' d 4'-10' b 4'-8' b O'-10' d 9 5-8" b 54' b 5-t' b t'-t' d Post Etre Post Slzs 1/4'e 3/B'a Knee Bnsa• Blau Se Screws 24"o.c. I" O 10 4'-1' b 4'-T b 4'S' b 0'-9' d 10 5'4' b 5'-11' b 5'-10' b 1'-1' d r x 4'x 0.050"Hollow 3'x 3"z 0.060' Y x 3'x 0.050"" 2 7 x 3'x 0.050• 3#8 ft8 U (fl ip 11 T-11' b 4'4' b 4'3' b 0'-9' d 11 V-1' b 5'-9' b 5.6" b 1 d - Self Mat Beams J (9 * 2 N ^ 12 3'-9" b 4'-7 b 4'-1' b 0'-9' d 12 4'-11' b 5'-6' b tP-3' b P-11" d 2"x 4'x 0.040"x 0.100' 3"x 3'x 0.060' Y x 3'x 0.050"" 2 7 x 3'x 0.050' 3)#8 08 M j 1 : : 2"x A'x .045"Sna extrusion - l1 j rl I } ,( 2'x 5"x 0.050'x OA 00' 3'x 3"x 0.060 2'x 3"x 0.050""' 2 - 2"x 3'x 0.050' (3)#8 #8 W W a m Load Max.Spm t'I bend) 'b'or deflection'd - 2 c cit c 2'x 6'x 0.050"x0.120' 3'x3"x0.060' 7x 3'x 0.050' 2 7z 3"x0.050• (3)#10 #10 EL t rl � I 1t`si Ifll YYldtln(ft) 1x23 m 3S n 45 n rxTz0.O55z0.120" 3'x3'x0.060' 7z3'xDA50' 2 2 2'x 3'x 0.050" 3#10 U LJ.1 c it rI !• j�I:i +I I j x P W Ps Cantilever O #10 U •5. '� 5 8'-10' b 9'-10' b 8'-0' b 1'-g' d 2"x r x 0.055 w/been 3'x 3"x 0.093' Y x 3'x 0.050' 2 2 2"x 3'x 0.050" (3)#10 #10 -+ a W W U. 14 6 8'4' b &-1 t' b- B'-8' b 1'-T d 2"x B"x 0.072"x 0224' 3'x 3"x 0.093' Y x 4'x 0.050' 3 2 Y x 4"x 0.050' (3#12 #12 - _I m 7 T-5' b B'4' b 8'-1' b 1'-0' d 2"x 9"x 0.072"x 0224" 3'x 3'x 0.093" 2'x 5'x 0.050'x 0.100• 3 3 Y x 5'x 0.050'x 0.100' 3#14 #14" N ¢ Yx r x0.082"x Ill" 3' O N tC o n 8 6'-t t' b TA' b TS' b 1'S" d x 3'x 0.125' 2"x 6'x 0.050"x 0.120' 4 3 Y x 6"x 0.050"x 0.120' 4 #14 #14"" W C W Y 9 6'-T b T4' b T_• 2"x 10'x 0.092'x 0.389' x 4".x 0.038'X OA00 2'z T z 0.055'x 0.120" 5 4 2'x T z 0.055'x 0.120'. (6)#14 C U co r� m 1 K 10 5-3' b 6'-11' D 6'-9' b 1'4' d Dwbk Self Beams m v ^ 5'-11' b 55' R rxB'x0.072"x0.224" rxrx0.050"xOAOo 4'x4'x0.125 6 4 7x4'x0.044'x0.100" B#12 - L, � W i I s 12 5'S' b 6'4' b 6'-2' b 1'-3 d (2 Y x 9"x 0.07r x 0224" r x 6"x 0.050"x 0.720 4'x 4'x 0.125" 6 4 2'x 6'x 0.050'z 0.120' (8)#14 Li! Iz rx9"x0.082"x0.306" rx Tx0.055x0.120 4'x4'x0.125" 8 6 7x6'x0.050"x0.120• 8#14 #14" 6t Icy ! r (k C j Notes: O O m r U > 1.Above s ens do no include Y x 10'x 0.092'x 0.389 2"x 8'z 0.072"z 0224 4'x 4'x 0.125' 10 8 7 x 7"x 0.055'x O.t20' 10#74 14"" W m P length of knee brace.Add horizontal distance from upright to center of brace to beam ( ) # C C U U e connection to the above spans for total beam spans. O F., 0) a 0 2.Spens may be interpolated. The minimum number of thin bobs is 2 ym 'Minimum post/beam may ce used as minimum knee brace -p '- n Decrease sparing to 16'o.c. Knee Brace Min.Len Max Le m or 7 x 3"x 0.045• 2"x 2"x 0.044" 14" 7-Q' O J 2"x 2"x 0.055" 14' y 2"x2"x0.093" 1'4' _r•O• lr 2"x 3'x 0.050" 1'-0i' U 2"x 4'x 0.050" •% ( d '� + � � � 'h ( :..,i { l�� t.,. ',��. I Iki I,� ( � _. - 1. �� odd I = r ! e c 4 t I W SEA I. I 1 : ET S j C' t _ 4-140 244 -21107 j. r4 a I 10 r � s i I� . g k I " i.l G I j I r °�;� PVI i � 8 it I� PAN ROOF ANCHORING DETAILS # {.q II, +'..r., d I Get18ta1 Notes and Specifications: Conversion Table TA Load Conversion FactEore Based on Mean Roof Height from Exposure"B"to"C"8"D" �II a4 EYpuure"e'to- O PRIMARY CONNECTION: } f Ira I:' 1,1 `r, 3 k8 SCREWS PER PAN WITH SEALANT 1 { 7 , �' 7�� 1. Certain d the folorving structures are designed lo be married lo Site Bunk block wood frame a t,,d span MuelperI'MINIMUM DCA aPP� u1�sWdures o(adqusie structural capacity.The contractor l home owner Moon Roof LOW 6p«�MertptYr Comsnloo FASCIA THROUGHOPAN BOIXED M HEADER(SEE NOTE BEl fO shat that the host structure is In good condition and of sufficient to the H.Ight a Fac+or B0nmnp Fear eendan9 OeMe6on v°rlfy 1.47 o.ea 0.88 END p�edad�lon 6.ts 121 oat os4 154 0.61 007 ROOF PANEL 1s'-20' 129 0.66 a.92 t.w o.>0 0.615 EXISTING TRUSS OR RAFTER. 0.68 O.Bt 2. H the axtUaeta!home owns has a question about file twat aWdure,the owner(d his ownET ear or certified Ixxne qty verify 1.66 0.10 0.85 #8 x t 13 S.M.S.(3)PER FpAN b host .2s' 134 1 0.79 o.es #10 x 1-112"S.M.S.(2)PER ` BOTTOM AND 1 :I �1 expense)chap hire an architect,engin k+aP° .30' 1.40 0.05 0.89 1.6 (BOTTOM) ()0 RSR RAFTER OR TRUSS TAS OP CAULK ALL EX 30-40 t 37 o.as 0.90 ) -- PG1St3Ep 11 [,- .� I ctrtucbreoepaclty. I { 1 I { ? 3. When using TEK screws M lieu of S.M.S.longer all must be used b cmvensde 'use larger Moon roof hil d hw4 warn or andoeUlP I # 1 heed Vatuea aka Dem ASCE-02 010 x 314"S.M.S.012,O.C. SCREW HEADS p�y 4. For high velocity hurricane zones the minimum five bad shell be 30 PSF. i' x W63 -5,300 H-1 OR,.IkTE OF Illy Enclosed Building ClassfflcaUon EXISTING FASCIA -1 8063 T•5,3003 H-14 oR , e y= 5. The shapes and eapaclles d Pans and rxxnposle pakmb are from 9rdkmtry Standard'shapes, Conversion Tabu 78 from Endosed to Psi 55052 i h ;kl excxpt for menutaehrara proprietary shapes.Union She mamdachrer of the product b known p,po.ws-p, N�2 i 1 s Starderd"Tables for allowable a Mala tt.n err Roora ROOF PANEL TO FASCIA DETAIL " En1 ; use the"kdwtry aDem. 6. When converting a screen room to a glass room or a carport to a garage,the roc f must be Lords SCALE.2'-1'0 -: I dmx*ed end reinforced for the enclosed building rements, beiMetlon 1.03 0,s2 Ii $I si If ,' I, II g f a.ndM 1.05 0.90 SEALANT k WM MASONRY USE HEADER(SEE NOTE 7• a panels can be loaded as walk on or trnlfonm bads and have,when tapes ed FOR MAOVh Wowtest. li d811eCUon Ill of LM 80ne panel tables we bailed p1 bending ProPatiss 114'x 1 1l4'MASONRY Rol famed roof panels(Pens)aro designed for uhilam beds and can not ed on FOR WOOD USE#10 x 1-V3 II ANCHOR OR EQUAL�24"O.C. plywood is fold across tiro ribs,Pons have been tested and perform better S.M.S.OR WOOD SCREWS Q Z � h t deed bed+Ivo bode.Spans to perm are based on uieflectbn d L180 for high wind zone vitals. 9. Interior wale&callings of composite panels may have Mr shed rock added by searing the STRUCTURE* 0 shed rock vd 1'11ne breed shed rack screws at 16'O.C.each way. #68x lir M.S.(3)PE�+AN Z WOOD FRAME,MASONRY OR fY 10.SWM may be �between values but not entrapols►ed outside values. OTHER CONSTRUCTION (BOTTOM)AND(1)a RRSER J i Sold F i Panel S am Included in lspection (TOP)CAULK ALL EXP f p N J `.< ! 11.Design Chalk tint and Inspection Guides a Y I ! 3 r guides for sections 2,3A 8 B,4&5. Use section 2 Inspection guile for sold roof h Section 1. SCREW HEADS WO Q 12 A0laada Wgar end MPs shell have water relief porta. ROOF PANEL TO WALL DETAIL �- �`{ 13.AI expoesd screw,heads through roof panels krto the roof substructure shag be caulked vel eNan to ad t rt E , if ealsrR Panel area ground screws and washers shall be cleaned with xylene(xyli or other SCALE: 3 w 1'0' � W eta O d solvent based deans prior to applying awldrg. t- ; �I , ' enMmlons shall meat the Strength ulrements d ASTM 8221 after Powder coa6rnp. ROOF PANELS SHALL 8E ATTACHED TO THE HEADER WITH(3)EACH#8 x 113 LONG CORROSION i 14.AN aluminum >IRESISTANT SHEET METAL SCREWS WITH 1/2'WASHERS. ALL SCREW HEADS SHALL SHALL HAVE NEOPRENE GASKET BETWEEN THE WASHER AND THE PAN. PAN RBS SHALL RECEW(1) U = Q' F- m i 3 0 EACH#B x 1/3 SCREW EACH.THE PANS MAY BE ANCHORED THROUGH BOXED PAN WITH{ )EACtf f#8 x T (� ui E ABOVE SCREW TYPES AND THE ABOVE SPECIFIED RRER SCREW.#8 x 91Iff TEK SCREWSggp� w Q W p�� Section 7 Design Statement: OF THE ca cn ALLOWED AS A SUBSTITUTE FOR#8 x ? 'I. The roof systems are main force restating systems and component and ladling h conlormenu 100-123 1 1 10 1110 d S reed using ba z - U N a the 2004 Florida Building Code vel 2006 Supplsmenla•Such systems mud be - ' Procedure for 0 j 'f components and cladding.Section 7 uses ASCE 7-02 Section 6.b Andytleel Z J O Components and Cladding Loads.The procedure awmes mean root helght less than 30;roof 0 baric tar Attached Carpets II b 20';1 w 0.117 for 100 MPH aril 0.77 for 1 110 MPH Ix nigher wind are 'I i ;lit } 11 r Screen Rome and 1=1.00 for Glen and Modular unclosed Roans.Negative infernal ructum. INDUSTRY STANDARD ROOF PANELS 0.00 for open structures,0.16 for enclosed savcturee,and 0.55 for pertlely enclosed atructturee. H pressures shown are h PSE. All EXISTING TRUSS OR RAFTER 8"x Y x 6'0.024•MIN.�� ' The 1.Freestanding awdurgs with mane stoped roofs F ave a rninknum Iva bad of 10 PSE. design ou FORMED FLASHING !pt III j rf wind bads ars those fa'an open structure and are mduoed by the ASCE 7-02 open mawiloped � tactm of 0.75. PAN ROOF PANEL I O tD < 2 W A covers such as carpals,petit covers,gabled osuPouta and saeart rooms have a minimum - --- ,,;• Ms bad 0110 PSF 1a 100 to 140-1 MPH wind zones and 30 PSF for 140-2 to 150 MPH wind lanes. � 12.00' ( ) d I 2 #10 x 1-113 S.M.S.OR WOOD SCREW PER RAFTER dZ� w e �' 4r 5 II The design wird kids used are for open and ertdoeled etrtuuxkras, veil zones AL IL W d loo to too 1 MPH HEIGHT RISER ROOF PANEL OR TRUSS Tc K o 3. Oboe room rod design bode use a mk*mxn give bed of 20 PSF is i 2"W(D E VARIOUS _ y< U • Z O and 30 PSF for 140-2 to 150 MPH wind zeros and t rltd bads era from ASCE 7-M 1a 0ls� -- - _ SCALE: 3.1•.p• Z f� W p modular moms. ALTERNATE: � : v # #10 x 314"S.M.S.OR WOOD G m € = a 4.For Ill use s minimum Ivo bad d 20 PSF a 30 PSF}or 1408 and 150 MPH zorme.Wind � I SCREW SPACED®ter D.C. m Z a u� �! hada we from ASCE 7.02 Section 6.6.Analytical Procedure for glass and modular roans. I cli 5.For partially enclosed structures calculate spans by muldplylnl Glass and Modulo room aPrm for $ a m .. Z F ;' roll formed roof 0.93 and s 0.89. EXISTING FASCIA €'!! gyp , Psnde by eompoella Panel by �_ Uj Ca Design Leads for Roof Panels(PSF) 12.W POST AND BEAM(POO w V p GWn aWdam 6er...Rooms OYs.&ModuYr o.rh.rwlCWllewr lmbasd Rooms An Room _ TABLES) F a ¢ 3 Now VA"d &Anaelmal Owers w 3"RISER INTERLOCKING-ROOF PANEL �i 1.11.1117 fr60 bo 100 MPH 1.e.a7fr 90 WIN a ern•H z &Reef Owra 'IZ.WID�� SCALE: 2"w i'-0' O 3 � 1-1.00 F I, :I ?� P•EI ,,:Gal , ;' 1 , ''.tit.S'I �i) iu ; �, „ .ata Zom3 LKCpl w 0.00 Zem 2MpM t aKCPrf.LOS Zona 2M� KCPI w a16 Zorn 2 00 ICCPI 'I. 11i by H V I, i BaeYYrxre t�f«awAxk.s BaklMrrd ¢neeweArae VreW EK.edwMa atabWMd HfietMArea ALTERNATE MOBILE HOME FLASHINGWu 00 ft.". w = to Pror.un w 20 io Prean. oro 20 115 prs.ur. 60 20 to � L FOR FOURTH WALL CONSTRUCTION v a k : 27 35 45 W 10s MPH 13 13 18 2S 17 20 23 26 17 2! 27 30 17 PAN ROOF PANELS 1118 MMI 14 14 17 20 16 211 2s ?a 1a 27 32 38 110 33 4B 55 72.00• 120 MVH 17 17 20 23 22 ZS 80 37 22 32 30 43 22 38 b4 85 123 MVH 18 17 21 24 23 28 32 35 23 34 23 41 57 69 W v� 1 a n CLEATED ROOF PANEL SCALE 2'w 11'0' W f O 1130 MMI 20 20 23 27 215 ?0 35 99 215 38 4S St 215 46 SCALE: 3 w 1'-0' ALUMINUM SKIN INSTALLATION INSTRUCTIONS: - p 140-1 MPH 23 23 27 31 30 34 40 46 30 M 53 69 30 S3 74 89 - J �/ 2 SELECT PANEL DEPTH FROM 1 n q I 140 MMI Zr 23 Z7 311 30 34 40 46 30 44 S3 SB 30 b4 74 89 TABLES E.P.S.CORE A PLACE(2)BEADS OF CAULKING ON BACK SIDE OF HEADER BEFORE INSTALLING.- SE �'. s % s.I':i± i'I." { i i'I'..- f .I" I ( t"'� 130 MMI 28• 28 32 96 34 39 46 S2 S4 51 W OB 34 61 55 102 .:rcr., , ,... h.. t H ,°, , ? .y •MWmun i.aload 6130 ll mMoieh veld mos w4adty - . I P MUST MAINTAIN SAME PLANE As SLOPE of ROOF. B. SLIDE DRIP EDGE TAB AT TOP OF HEADER UNDER�21P EDGE.DO NOT PUSH DRQ EDGE UR. on the folowl CONNECTIONS VARY Qle E 'B'bads a "C'a'D"see Table 7B rep SIDE CONN To convert from xposare above b Ufa :: F f ',,. ..:ill .. W w,:., I I l', ,.., W ................... .......-..-. ._........ 2� ...................... ....................... O NOT AFFECT SPANSSTAGGEREDI e. (D ) 1 SCREWS 6 O C. pe® a N HEADER TO FASCIA BOARD WITH#10 x � C. FASTEN JJ II' I o Ir a ill. I {g DETAIL ABOVE OP AND BOTTOM Std ) i, it cgs T 1 � O a Wllh , 15' I d 10'erd I Anchors for arum le roofs terns were axn ted on a bad width Pr 01e�on PM Pane Ya Pu 8A � I 2 l 48.00' .. a 6 I 1 � � a 2'overhang.My greater bad width.sinal be site sPeellc. PANEL INTO HEADER AND ATTACH TO 4TH WALL POST AND SEMI, D.PLACE PAN ROOF P O 9 , FLASHING ONLY. „ N 11 i"i < S I SYSTEM ONLY. DO NOT ATTACH TO HEADER. HEADER lSlfSEO AS FfJ1SH < V COM PO ROOF PANEL[INDUSTRY STANDARD] o f 'I fl 2-14 2007 SCALE: 2"-1it -0" , ! pt t { 1 { i s ifI I I 4 , � 3 � h. r1 l' 3� i I 1 i I( 61 (3)#8 WASHER FADED r I I ff EXISTING TRUSSES OR SCREWS W/1"EMBEDMEMjT- i A I RAFiERS CAULK ALL EXPOSED SC W ------- ---- W {I I � HEADS AND WASHERS I :I. k ;III ! 11 #8 x IR'WASHER HEADED 6 A B�� 8 HOST STRUCTURE CORROSIVE RESISTANT � ,5 ( � I CAULK ALL EXPOSED SCREW � � SCREWS 0 8"O.C. — r HEADS t :I :; II !! ALUMINUM FLASHING f t j { »�! SEALANT UNDER FLASHING LUMBER BLOCKING TO FiT FASCIA OF HOST STRUCTURE RISER PANEL UNTREATED OR PRESSUPkE z TREATED Wl VAPOR BARE ,rp _ 3"COMPOSITE OR PAN ROOF Fn PLYWOOD i OSB BRIDGE F 2'x_RIDGE OR ROOF BEAM SPAN PER TABLES / w SEE TABLES) ALL LUMBER#2 GRADE CXi q �r } I, } ( ) ( OPTIONAL DOUBLE PLATE BETTER SCREEN OR GLASS ROOM FOR NONSPLICED PLATE WALL(SEE TABLES) WALLS 18-0"OR LESS PAN TO WOOD FRAME DETAIL _ ;s REQUIRED SUPPORTS AS SCALE: 2"_i'-T I W I VARIES i, FOR FASTENING TO WOOD I• s USE TRUFAST SO x('C+1 p MEMB@R� UP TO 130 MPH RIDGE BEAM FRONT WALL,AND SIDE WALL I f RO AT 8'O.C.FOR E ANS ARE FOUND IN THE APPLICABLE TABLES SURE'D%E ;l TO RAIL WINDSPEEDEXPO I � I r N ( ! { UNDER TIME LOAD WIDTH FOR EACH INDIVIDUAL J08 O.C.FOR ABOVE 130 MPH AND J COMPOSITE ROOF.' LID WALL ROOM VALLEY CONNECTION ---- s'< I ,k I x"P+112'LAG SCREWS W/ EXPOSURE•D" COMPOSITE PANEL = � SCREEN OR SQ PLAN VIEW UP TO 150 MPH WIND SPEED Q 11 t Z uri WASHERS a 1. 3 1-1/4"6(ENDER ASH � [n f •_ i I . i SCALE. c2 A I I r � 'i z If �rozxz i u EL I „ H R PAN 8'00.7 g r a } I i '{ O I �f I T UNDE RLAYME NT / I r 30#FEL { i 1 a � I I O W I Z I I Y I OVER I `i S 12 SHINGLES r, 2 0#SH 1 I c t I: I A I ow EXT.oLL 0.044"H PANEL T FR FLAT C9 � n �I XZ"x (UTP O ,. r •, I 1` t I AN 1. COMPOSITE P t, I COM , I I , I cr "T" AGAWSTEX TI ROOF J W ----- EXISTING I —— I 7i I [n J , I t r I J I I I t IN F, M LAG ^, 4"LONG bit 8'6 x I II I I' W O.D24•FLASHING U FASTENERS PER TABLE 38.8 � Q z I SCREW FOR 1-1/2' ............................ . EXISTING AND NEW SHINGLES I i EMBEDMENT(MIN.)WTU MSJ,i-112'PENETRATION UNTREATED OR PRESSURE j 0- 0 E RAFTER OR TRUSS TAIL TREATED W!VAPOR BARB W efS r7 fJ) H La } s .I >. I ., 'I `'I. III { CONVENTIONAL RAFTER OR 2 x 4 RIDGE RAKE RUNNER BETTER Nw V W r 1 r � ( ALL LUMBER#2 GRADE OR d . ` ( s I �I CONVEN TRIM TO FIT ROOF MM.1"® 5 J Z TRUSS TAIL INSIDE FACE (OPTIONAL) — Z FOR FASTENING COMPOSITE PANEL TO OPTIONAL DOUBLE PLATE U N Z ALUMINUM USE TRUFAST HD x +314.AT 8' FOR NON-SPLICED PLATE ("T FASTEN W/(2)#8 x 3'DECK U F— j O.C.FOR UP TO 130 MPH WIND SPEED"D" SCREWS THROUGH DECK WALLS i8'-V OR LESS (� V EXPOSURE;8" O.C.ABOVE 130 MPH TWD UP EXISTING RAFTER R y 1- Q W U uJ TRUSS R F W N m t� € ) t TO 150 MPH WIND SPEED'D"EXPOSURE RAFTERS INTO TNG TRUSSES OR Z r SIT PANEL TO WOOD FRAME DETAIL W W W S WEDGE ROOF CONNECTION DETAIL COMPOSME W d t -SECTION VIEW A -A y� 'p: .> I,. #; I' .d: G F,g` •, SCALE: 1/2'=1'-0' U 04 a SCALE: 2'=1'-0' SCALE: 2'■1'-0" ? � � � O I I Vl it )I I PLACE SUPER OR EXTRUDED RIDGE B GUTTER BEHIND DRIP EDGE C Q 3'PAN ROOF PANEL 7 5 pp i { r #,§ (MIN.SLOPE 11w:1') Ix IL I't} j (3)#8 x 3/4 S.M.S.PER PA64 W1 COMPOSITE PANEL BEAM(SEE TABLES) .0 2'x 8'FOLLO EXISTING TRUSS OR RAFTER 3W ALUMINUM PAN WASk}�R O r a ROOF SLO 1"x Z'OR 1'X3•FASTENED REMOVE EXISTING SHINGLES f 6 2 3 UNDER NEW ROOF 2'O.C. CAULK EXPOSED SCREWt TO PANEL WI(2)IW x 3'LAG #10x2'S.M.S. 1 LL - pp I ----- I<' SCREWS WJ WASHERS �� j — —— HEADS E u- gI , s a I FOR 140 8150 MPH USE 12 W (9 I pp �j SEALANT U O �)3AB'X 3"LACI SCREWS LL W/WASHERS ''s M 114•x 8'LAG SCREW(1)PCS - v EXTRUDED OR TRUSS!RAFTER TAS ANPJ M m I �$-B'ELEVATION VIEW EXISTING FASCIA SUPER GUTTER t14'x 5'LAG SCREW MID tiDNAY w C U�� a < SCALE: 1@ =1'0' SEALANT m a BETWEEN RAFTER TAILS- rn m = a EXTRUDED GUTTER w SUPER OR x ATTACH TO ROOF I a W RECEIVING CHANNEL EXISTING ROOF TO PAN ROOF PANEL DETAIL 1 (8)#10 x 1'DECKS POST SIZE PER TABLES SCALE: 2"=1'-0" w o p m O ff 6 AND 8 #10x3i4'S.M. a E ) x rI`i O INSTALL Wl EXTRUDED OR EXISTING FASCIA PLACE SUPER OR EKIRUp (' If!. I:i . �I r I f BREAK FORMED 0.050" GUTTER BEHIND DRIP E0 O 3. z �>; k EXISTING TRUSS OR RAFTER z ( :I I, ALUMINUM U CLIP W!(4)1/4'x SEALANT O J F p C ;Et;.Sp B 1-1/l LAG SCREWS AND(2) G U . g,o s I RIDGE #10 x 2'S.M.S. 12'O.C. h t Ill x 4'THROUGH BOLTS .a M r ai II �Iryryt4�: j II�t ' I (TYPICAL) 112"0 SCH.40 PVC FERR) O 0 Ir I'I TRUSSES OR RAFTERS gC w SEALANT � w L � (1)#8x 314'PER PAN R& Z (2)114"X 4-LAG SCREWS AND — —— O m 2'x WASHERS EACH SIDE ————— U SLOPE CAULK EXPOSEDa�DCREW/ F ONLY HEADS O _ a 2 ,;i 3"PAN ROOF PANG. EXISTING 1/2"OR 7/i S' i POST SIZE PER TABLES EXTRUDED OR M SLOPE 114' � f ! — (MIN. L(EET POST SIZE PER TABLES SHEATH INSTALL WI EXTRUDED OR 1/4"x S'LAG SCREW(i)PER SUPERGUTTER / I BREAK FORMED 0.050" TRUSS f RAFTER TAIL AND 3'HEADER EXTRI I�1DN 19- - f ALUMINUM Ci-CLIP W/(4)i/4"x x5'LAG SCREW MID WAY FASTEN TO PAt�.Yd(3). N = I {fy 1 #8 x 12`S.M.S.EACH P t I ( I 1-1/2'LAG SCREWS AND(2) BETWEEN RAFTER TAILS SEL a — ,, SCREEN OR SOLID WALL ROOM VALLEY CONNECTION o rz > 4 1l4`x 4"THROUGH BOLTS y SUPER OR EXTRUDED GUTTER WALL ELEVATION VIEW (TYPICAL) I a SCALE: v4"=r-0" B-Et-PLAN MEW ROOF TO PAN ROOF PANEL DETAIL 2 < 0 I , Mi 11 +i ( : SCALE: ill"=1'-0' OF © 11 SCALE:Z"=p-0• at-14-2007 I I tt4 rI I I i d t i { fl � , Ir 13 II yy .R j 2.00' 2.00' ` A=0.�6in? *2.00" I WT=Oi�763p.Li. General Nates antl Specifications_ I The tolbwh extrusions are consMered to be"Indust Standard'shapes•The properties are based on die �`Zoo (1)iib x 1-12' UPRIG}{T; 9 A"0.613 h° S.M.S. 6' 0.044 -{ 4 h-0.6�kV Sx=0.466 h? drawings furl by Florida Extruders traematlonaL Inc.. k, , WT=0.702 p.Li. A=1.259 h? � FROM ENDS.TOP BEAM: a 3.00" A=0.716 h. Ix=0.773 h.` Wf=1.443 P•1•f• A=1.990 h° OR BOTTOM16'D.C. 0.044' lY=0•�6 in 4 Sy=0.4101n.' 1.00' A=0.243 h s . WT=2.280 P.�.t. (+ Wi=0.820 p.l.f. { Sx=0.515 h.. 0.055' -j- tx•8.746 h. b 6063-'f 6 WT-0.278 p.Lf. h=0.477 h. r` o $ 0.04 6063-T6 Sx=2.490 h' Ix=21.981 h 2.00• Ix=0.736 h:' 0.07 + of Sx=0.477 h.' b Sx=4.885 h.' & 0.044-ESx-0.137 h? 6063-TB 6063•T6 0.082" " -J-mak 6063-T6 w w K 6063-T6 n w n rC 2 x 3 x D. SP>�1l1L SECTION 1 x 2 x 0044 OPEN BAC �CTICIN WiTH ! 3"x 2"x 0.070"PATIO SECTION "x 0.044"OPEN BACK SECTION S , r 1'-0" 2"x 2"x 0.044"PATK) CTION 1 1'4)* (1) i { 1"x 2 r=1'0• ) IF I SCALE: 1 #6 x 2-112" f 1 . �. YIE n SCALE: 2'=1'0" 3. D.C. M.S. 6" SCALE. � � II : j i�4r,I 'I�i, 5 3.00" A-0.562 h.' O� 1.00• STITCH TO 1 D BOTTOM FROM O. FROM ENOS.TOP 2 0(}' A-0.%471n' +�- i A=0.287 hP I A=1.081 h? Wi-1.122 p.LL TOP AN OR BOTTOM AND Wi=C6971 p.I.I. I I WT=1.299 p.1.t Ix=0.762 h " 18'O.C.OR UPRI WT=0.329]Lt . - !� 23 h. 0.09 "1" Ix=0.366 h,' a E 1.5 Sx-0.920 h' OP AND BOTTOM T PILOT HOLE WI tV a=1 • x=0.654 h? l; 0.09 -1 2"x 7 x 0.055"x 0.120" STITCH WI(1)#e S.MS. 24•o.c. 0.044 + 'i p' PI eo Sx h. 6063•T6 { 0.044 Sx=0.247 h. "+ ' 1@'S.M.S. BEA1,4: -� SELs rG1 �M CAPANo(1)118x -mak ?�95h. s 6063-T6 n n n 2"X 9"X 0 TING BEAM" INTERNAL 6' y=0?SS40 h? Sy=0.5451n.' Q I FROM ENDS,TOP I ;l i �` 3 x 3 x 0. FI D SECTION 2� SELF MA �_,� 1"x 3"x 0.044"OPEN BACK SECTION 3«x 3"x 0.093"PATIO SECTION - :F 1'-D' SCALE: r■1'0" OR BOTTOM Z N SCALE r=1'-0' SCALE: 7=1'0� ANO Q 16'OC. F jC ii Iiir t Ii O Z i ty 1, . II I it s 4241n? w ATIO SES T h f I 2.00• A 0. 2 x 2"x 0.044"P ION WiTH Z W _ 2.00- w _ h ler, 1 WT-0.466 t A 2.250 h. * "PATIO, (9 p� O 044 TION i 2x2"x EC -JIN Ix-0.232In' 3.00' 2' Wr-2.578 p.Lf. SCALE: 2"-1'-0"' !n } J J Ip 1 }., Sx"0.234 ie I A=0.772 h.' 0.055' 3 IX=15.427 h! b 0 ? Q 0. Z 6083-TB _ ' r` Sx-4.408 h? c O' A 1.438In WT omsp.If. } {/J J.L b' _ b 6083-T8 2.00' S A=0159` 2 h? W go 0 N H d Wi=1.648 P be J.W h: 2"x 2"x 0.044"PATIO SECTION 0.125 + �; o.aac A=2 355 h? 1 I wT' os76 Lf. o! C_� w ee f SCALE 2 -1'-0" k=1.964 h v Sx=0.959 h , s, - g W Sx•1.323 h? 6069-T8 o WT=2.698 p.Lt 0.044 SIGHT: � L Q N f0 3.' r 2.0(r A=OA96 tn, 8063-T6 O.OBT -f s Ix=26.481 In. bt-QI 457 h. Sx=0.356 trr� U = of a 5 � fC wr o.5se pJ f. sx=5.886 h. ao44 t - U U Id{ i . STITCH Wl 1 #8 S.M.S.0 24"O.C. W �' ;,.f{ I' pz•+r + ,',: G. �; a i ht=0.276 h. O 6083•TO N-Q.389 in.' Sy=0.369 In Q V W a TOP AND BOTTOM 0.05s -F Sx-0.279 W 3"x 3"x 0.125"PATIO SECTION STITCH 1)#8 eX,S,a 24.O.C. ® en Z 4n m X33 6063i--Te r 6063-T8 SCALE: r=1�' AND�DTroM " 120.. rn W u- - " I i t PATIO SECTION 2"x 7"x 0.055 x 0. Z IY 8 91 -- j 2"x2"x0.055 I> SCALE: r-r-0• -2"x4' 0.04«x 0.100" SELF MATING BEAM Wt INSERT t II lS 1 1 f = Ali w 1"x 2"x 0044 SNAP CAP$ECTiON WITH � � N g � s r I SEL AT G BEAM SCALE: 2•=T-0• STITCH WI(1)#8 S.M.S.@ 24'O.C. ECTION z A=0.451 it' - O- TOP AND BOTTOM 2 X 2"X OSS rA V-0% W J O 21 r tt'iI x3.00" WT=O.BZIIpIt 4.00' ALE 2 -1 4 t7l . 52 s }},, Ix=0.336 In. A=1.998 h. 2.00' 2"X 9"X 0.082"X 0.306" 5 0.04 -I b • WT-2.221 PJ.f * ISx=0.338 h. I = I SELF MATING BEAM a � i Ix h 4.854 h.' .tl TB Z -�- a Sx"2.477 In* Z � SCALE. 7"1-0' 3"x 2"x 0.045"PATIO SECTION 6m-T6 0 SCALE: r=1'-0" A= ' A=1.853 h' 0.964 h. WT=1.1o5p.Lf. Wr"2.123p.tt rn aW �:: 14 ,��, ill v ^ j .#t•I I' + �+ �' @ F I 2.00' W LL. I Ix-16.638 h. �` '�` S d : S 2.00' lx=3.691 h. O.OT + I I O W to n 1. i n ao XO w ,+ A•0.4511n.■ " 25"PATIO SECTION 0,049' � _ , � III 4 X4 X0.1 Sx=A.468h. 3x-4.157 h. Ii ( WT=0.620 p1t, SCALE: 2'=1'.0' 6063-T8 W53-115 v 3 r �, d(1 ix=0.640 kti 2.00" m �' ( + Sx-0.427h? A-0.482 h? W C v?A a 10-c 3 4I 0.04'5 I C Ct i r j 6063-T8 WT-0,552 pJJ. , ai N � a �[ qr 4 A=3.032h. m ^ (; ! ,},,1 �I :I I'i , �,. �. f. t�r3+1 I el ',I '.,� ix= 0.609 h. ! w. w a M.S. 24"O.0 STITCH Wl(1)#B S MS. 24'O.C. b WT=9.474 P.Lf. uj y av ` Z"x 3 x 0.045 PATIO SECTION o.osa• -F �; Sx=0.406 h. STITCH (�)#e TOP AND BOTTOM o ' . Ix=42.683 h g W '° '� # .I p SCALE: r=1'-0" 6063-T6 PAND)LSOTTOM 0.097 -F o V O W q slit" '( r 2"x 8"x 0.072"x 0.224" 8083sx 8604 h. O I. : + ; ; I;.i` j1' ,'.: L, i •I i , I. a t ); ; I i ,:, .�c 2.00•* 2"x 3"x 0.050"TILT SECTION x 0.120" d d _ a SCALE' 2'=1'-0' Z"X x AO G BEAM SEL SCALE, r-1`4r 'a �+ A-0.685 h. SE M H WI O 3 - sTrrc (11 zoo• =1'•0' 24" r' I v WT-0.71{6 pJJ. ALE: � #8 S.M.S.� I a, I # Ix=1.383 h' A=0.582 In! O.C.TOP AND cc 0.050' Sx=0.691 h K O 'f v ' WT-0.887 P.I f. BOTTOM O 6063-T8 .g Ix=1.228 h.'a 0.050' ( Sx 6M-T6 A=1.095 h? O m tts i t ; i « v .Lf. SELF MATING BEAM u 2"x 10"x 0.092"x 0.369" - W 2"x4"x000 : rATi SECTION w-5.gI95p p1, SCALE: r=1'0" II Ix=5.919 h' 4 2"x 4"x 0.050"TILT SECTION I I 2.00'* SCALE r=1'-0' 0.050' N Sx--1985 h? I I6M�115 SEAL A=0.9Vh? c EET WT=1.093 pJJ t- 7 W {; ; g " 4 jl ;- i ,`I s 0.062- + g S�.1jl ha STITCH I(1) '.BOTTOM ,6.M.S.C 24"O.C. o i 4 :., i x 1 e pI N 6063•T(I P AN� j Q �.': �I ( $I� I 2"X X 0. 0" " 01-222of-007 SE MA A `i 1 r , 2"x 5"x 0.062"PATIO SECTION ALE: r=1`� . ql �{ d i f1 SCALE: r 1'-0 = ' I if F ; 3 i ,� I„„i• t I i � d �; �•� F. .i i I ° I i , � I �aII I � (:'i I 1 I Buildings Table 9.5A Allowable Loads 3 Roof Areas Over Posh Table 9.10 Alternative Anchor Selection Factors for Anchor/ Table 9.3 Wood 8 Concrete Fastenert or Pgri lslly Enclosed Bu Id g Screw S3tces lj Table 9.1 Allowable Loads for Concrete Meteors n Ont for Metal to Metal,Beam to Upright Bolt Connections Motel b Motel I I Embedment d D Loads and Atess for Scres n Tanatio y Min.E le.a Oen or Enclosed Structures 27.42 NSF DeptScrew 3be W Y mum AN bbl.Lada AttrfbuNb :120 MPH Wind Tone(3533 N/3F) + AI nmbk Loads Maxi ovw d N Arse tof , r Anchor Sha tS 410 #11 414 5116 3fe `` ,', d s Molter�� (For Wind R Ions other then 120 MPH,Use Ion tele at Bottom of this P&") Feslenar T," , `)I« : eMmstar tin.) 6d(In.) Tartalan Shear Wins diem, mice.atlas rein,air. Na d Fasleners f Rod Area SF) 48 ,,00 0.80 0.58 0.46 0.27 0.21 CONNECTING TO:WOOD for PARTIALLY SED T/WAC NA UN(DAve Mrdprs) Fastener d mbar of Favemers dleturtce to etr. /f Ana 2l Anrs 31 Ares 41 Ams #10 0.80 1.00 0.72 0.57 0,33 0.28 /1P 1•tk• t•1M' 27311 2364 0 4 114" IW 518• 1,454-53 2,806-1116 4.362.159 5,819.212 : I Diameter Embedment 1 472 0.58 0.72 1.00 0.78 0.48 0.36 65F 7921E-22 SF 1058#-3o SF 5116" �' 74' 1894-69 9766-138 9882.207 7,57e•278 TAPPER Conemm Senws 1• 264#-7SF 526# 114 0.48 0.57 0.78 1.00 0.59 0.48 Iwo 1412" 3991r-11 9 T91# SF 1188#-33 SF t584N-453F 3B" 314• 1" 2,272-82 4.544.166 6016-249 B.06e•331 51111 0477 0.33 0.4G 0.59 1.00 0.79 3116" 1.114" 16NM 2881' 1874 SF 19808.66 SF 16408.74 SF lir 9' 1.114• 3A30-110 6.080-221 9,080.332 12.12(1-44 1 1y4. 1-tfY 6604-79 1310#'• 3!D• 0.21 0.26 0.38 OS6 0.79 1.00 ,':{I ) { t, t + ,# 1 :: 15116• 3714 2588 t• 31211-93F 8244 89F SM-263F 12484-35 SF { }p c )'I { i h { 114" 1.14" 1.114" 427# Zoos ,1 SF 74014.40 sF te72a-53sF Tabie 9.58 Allowable Loads 8 Roof Areas Over Posts { „ SMMe 1.72 64 3 838# Alternative Anchor Selection Factors for Anchor I Screw Slzec } g i. 1412• 7804-22 5 i5eo# sF 2340#.ee sF 3120#-88 Sr. for Metallb Metal,Beam to Upright Bok Connections re j € j I 1414• 1.44' 6MtY' 21811 it i Ii a II g, j �i • ,: 3111 1.72" f4lnM s1f#' 4azN Corrcnte and Wood Anchors Dyea Ewan(t in0 it Pti tali' 3J16• 7038 4554 4f [,16 i "•Y I, SF 106110-3o 3F 14244-40SF Partial EnclosedStrUetWYa 95.53�JSF 3iMo 1 112" 5348.15 S 10886- ieoneneta aeawa:T trtatdraurrl annbadmetq 2-114•ambedresnt POWER BOLT lon Son Anchor 7602A-45I 21364-60 SF Fastens Meheratm 3116• 14" 316• 3/16• 0900-21 178011'- SF 267DM•7S SF 35808-100 SF diem. ndn.ad min.etr No.d Fasteners 1 Rod Aess S s ,12• �; a,l'. k H : 1 I;.'. t.,$ a,pp ?„P{•I k f •it Shea• T 1-7A• 93.8 7510 ONNECTINO TO:CONCRETE .2,560 PAR YENCLOSED Sul 3110' 1.00 0.83 0.50 3110• 1.00 /4" tri 610• 1.454-41 2908-82 4.382-125 5,018-184 dstetra b ctr; t f Area 21 Ams 11 Ams 41 Am SIM }112" 11116" 1,0751 i.-425S - Fastener Legth d Cm IFaateears 14• 0,83 1.00 0.59 12" 0.48 3 4 '+N6• ]IM 716" 7,894-53 3,786-107 511182.180 7.578.213 310" 0.50 0459 1.00 - 1 j ; Ijd I, P 1fr 6" 2-t A' 2 b 2 Mamatar Embednrtd 1 316' 3N• Y 2.271-64 4,544-118 8616-192 9.089.258 ,332 MarsorE POWER STUD d e-Bob b OF FASTENER.'OeleY Sat'Consents R 'MuWylhe rem beret a son v s x she d anrhorlsaew deskad and rand up to the rotd i 'I,.. - 3 112" i" i-14• 3,030-05 8 777 9.090-156 1 110-311. al#an rslmhar i,• alh ��, i{ �I ,, 11.4 ( 14" 204" 1 14• 612# 9268 114•o 1.112' 2338 8 F 481111. ofscraws. :u SF 69At-253F 9324-945F .�- t6 k I: - :� ,I,I,. I� l }:'u ( {,I ^I:4 1 341• 4.111• 1_T 1 I 9218 Y 2704.10 SF a40Ne Slog-903F 10808-39 SF NoWforTables9AA,0: Exempla: I:`,. {' ( ` 'I '',t, { °" s' i, 1.Tables 9.5Aa8 are basad on 3 secad €:I , IvsN N 10 116 aaavn era 711 restlbe d 410 sarawt drained N: 24lr 14 1.218# OF FASTENER-ConersN Seer rl T er wbd gusts et 120 MPH;E)powns"B';1=1.0. AllowsbM Asad CemrelNou ( ) 4 - SF 73t18.21SF OW-288F 0.8x10•(6)1110 1 616• T 1-111• 31eaY 2,2024 Wire 1.112" 2460-7 SF 4028- For 6 ween roans m the ter E DNfanoa Mom Then Sd sF 9510-278F 1268#.36 SF a/�dy Enobasd bWsaiodarow Edge - Y Bob 1J4" 317#-9SF. 149E 1095#-913F 14tg8-413F Mtdd Item 114" T t-UP 6988 55011 1!4"e 1-11T 980#-10 SF 7308 above by 1.3. - ...t SF I395#.399F 18608.52 SF Distance Tamlen shear id' -- - 9.112•_ 7-74' 2.15011 1 1x14• 4854-138F 9304. 2 titirrturrr apsetgk2.1r2d O.C.for IE ) -�-iR' 2-112• 1,Be&1 2.791# 34•s 1•Ilr 437#-12 :874#. W 1311#-37 SF 1748#.49 SF saw"a bob and 3d O.C.for Mats. 12d 1.25 SF ISDN-51 9F 24018.68 SF 3.MWMM distance le 2d for lid 1.21 a in New: ia4" 601#-178F 1202# �e su'aw's• Z V) E uMMR barrel,and thus, lad 1.16 2.00 (� in 1.Concrete evews are Mead b r a libel as by OF PASTEWA-Expansion Bobs aW r 2.Vibes bead am slowed beds vMh a esMy laator d 4 applied. u 3/6.0 1.112' 12DSO-34 8 141011' SF 36154-102 5 46204.190 lb 1.14 1.E0 O �.. Allowable Load Cowrobn N matin SF 31109#-110 S 52124-147 6F ad 1.11 1.60 •� ' 9 �+ ,{, ; 1, twEd Dlatwc"MonThan6d Td 1.08 JbI, 3.Pmduds equal to mM my be substituted. 3.12' 790311-T 260011. Z W 4.Andpra eaahinp bdapepeadoubrb Ow dlemehr nein Mrnlon. Mud 112.6 3" 78064-51 3812!1-. S 51184-1575 772117-2035 L Allowable loads am Increased by 1.00 for aid bed. Edge d• - 7683#-58 S 9866# 12 SF SB79N-I BB S 797111-224 SF 6d 1.04 J jJ tl L Ill sm edge distance red anter b wrap spacing Nps be 5d. Distance Tension Shur Note; 6d - 1.00 J 7.Anchors rewlvpp{cads parallel b the diameter m shear bads. 1.00 1.00 CONVERSION TABLE' LlJIL 6d 1.04 1.20 i.The minimum dbtenw from the edge d Its For��other then 120 MPH � � m it � 1< eonaate to Ne const sal and O mtiaply avowable bads end mor F• W Q - ExrpM � tits rsbn talar , I '�. Deal nNna ria rnnnber d aonatN rtohers nquYud for■pool 7d 1.09 1.40 between rtdtora shell net b bas than Sa when d steles § ;, .ndoaas dhwNa e,.wIM►ted by ate.nehor rb.rd baa 50 1.17 1.60 b the mor aamner. daOtl e0nM0 Table 9.5 Maximum Allowable Fastener Loads W _ cc ill �I j� b1 ed 1.14 t.eo CC w D Fa a r x a•bum wine 2 Alwxnble loam have�n knersesea 1.33 for Metal Plate to Wood Su rt U � V Z LU ad 1.18 200 wind 711 APPLIED CONVER310 pQ - spacing s T1'D.C.OCLOAD FACTOR Meth to P j dNwad Ren•27 d'(1"11.11) lid .2 S Allowable rod rens we bead on b�for RE O 1CT t bA 4 314•' � (,� } Q N UPUFT LOAD•IU(BEAM SPAN)x BEAM a UPRIGHT 9PMIINO 12d 115 files I PertlaAy Enclosed Roans( )1.1 1 O 1„• NUMBER OF ANCHOR,ge 4.Far Bit=l Enclosed Runty and Sections l A 2 30 1.11 8beu Pull Out Shear Pullout Sher Pub Out + s : mw 0 Ica. (be.) ba Q V 3- N 7�20.421xrx,o#lea.FL 77 (� m ALLOWED LOAD ON ANCHOR use a muNpar b and aroa d I.M.130i 95 1.03 116 93 48 113 5a 134 71 W « i� a ;, g�);•1 „' i' " NLPAEROF ANCHORS- -774.708 •1.67 1 3 1.00 410 ,3 55 120 d9 '141 76 4276 1 42 0.91 Z CD 9112 118 71 131 78 143 94 a) U. Tttnefors,wa 2 srdprs ore(t)m esdr aid.duprght iia 4a one LU C 70 U5 ad 1ST 105 � � Li) � Tab#N bawd on Real Produab'doweMa bads for 2.500 psJ.wnorNa. W Z O Table 9.2 Wood 3 Contents Fasteners for nor EE►wloaed BuUdl Table 9 4 Maximum A9owable Fas Loath 7 Ito I a Ile ;t Aluminum FramingTable 9.7 Aluminum Rivah with Aluminum or Steel Mandel a I'I p t Low and Areas for Screws in Tension Only for SAE Grade 5 Steel Fasteners into T.6 i y Abminum Msnrbt scat M.ndml w zz i h : Madmtmt AauwabN-lad and Andbulall hoar Ave for 120 MPH Wind lou .42#f SM K O 4 (As Reoannpndd By Manufacturers) Rwt Dipmbr T"! los. 9hau Teplon los. "Our w Wind wher tlw 118 NPN,Use Conversion Tabie#:Began of this as CONNECTING TO:WOOD for OPEN o.ENCLOSED BWldl s•KTappina and M.ebine Serera AMowebA TansINM 111 129 . 176 210 325 Lu it + 1 ( & fi strength 69.000 PN7 shear 24,600 pal 8132" IST 203 SIO 490 00 red NNN Thkkrwaa 31111 1622 375 MS 720 1. r DiaMlar Ewikdnwa 1 BenwAoa Allowable Tensile tach on Fir Length of umberef Frwres 4 II '{:l ,. 1 ,; �t't I, '1 �' Y 1• 28ed-703F 3204-196F 761#-208F tOJEAI-J93F M O.iM" 122 139 153 126 255 Z pp 11t'L 7.72• 3BB#.74_SF 747#.29-SF 1taW-43 7564#-56SF Nig 0.190 141 161 177 23+. 2&1 295 larr Bear-24 SF tuG#-46 s tett o3to• 756 770 196 25e 291 327 Table 9.8 Alternative Angle and Anchor Systems for Beams Anchored to 317 369 629 d F 78904.72 SF 2610#.9B SF A14 0310• tE6 212 732 305' Walls,Uprights,Carrier Beams,or Odw Connections 312#-11 SF 6241-23 SF 936#-34 SF 12408.46 SF -79-- 0.140' 179 103 223 373 974 508 P� zw 2 t.tl1' 48eN-178F 34 OF 11WN•S1 SF 18720-M-4" Mnlmum Senwf Anchor stra W M 0.31 232 266 291 381 433 488 867 N ...i it 1.12• 7804-165F 1tdON-675F 13408-86 SF 95FW 1.L 1• 35df•138F 7118. Extwl aWW TSNWB TOU !eu tI ?a 9F t0e81t•90 SF 142118-52 SF 3+! MAW 729- 883 SB4 0Typbn PdOht ?L 2 it 3lMa 1.111" ESI#-19SF 108EN-3BSF 7 1.58SF 21354-781 3 42 O LI! tr.'. ' 'I ilf 2-0It" aC0#-32 SF 17808-85 SF Iml Wall Thickness ba AnaN 7•x t'x 0.046• 9116' #10 f� , p 2eTON-W SF 95608-130 8 ben ds on entx J 'r ,I, r1 .I i:i )•.,, i i P : ON ECT Angie 1'xi'xIll&(0.D5r) Stir #12 N WO TO:CONCIIETE In.1.1f00 raw PARTIALLY ENCLOSED Bulldra Cl 0.002' .126- •r Nn o. 0. 0 s Male 1•x 1"x 118'(0.1257 3116' #12 m Fastener Legthor Number at Fastarest p .1K" 117 11 1 7 182. 218 246 1-tlrxt-12'1116'0 111• 112 O C 1'- e DNwNr Enbadound 1 2 3 4 153 2& N (. til C - C TYPE OF MSN 1-tri x l-Vr 3r1B'(0.18E7 14• #14 m 1O d FASTENER a-mum Est'CanwN scybw RsM Lupo NNlln er E ulwterd 416 a.1 W 13@ 41St 170 222 U) U < 11 2 Mr 150 171 lea 246, 280 293 Q 1 i' tq•i I, { 114"6 t-111 311 374 508 Angie (0.�) C C, r �I Iq '" `.� ' !' •�!I 2738-10SF UN 8181-30 SF 7082#-40SF 474 0.290• 174 203 123 292: 7.72'x7-12-118' 14• NU [� 2 g tl W y N4 I' ':�j, ,.,I `,g ,,, �,I, , Y`:' I i` `h��, r i, •III �tl` : T 3788-128F a324•Z98F 94aN-308F 7204#-4B SF 1 0240' 111 195 214, 261. 320 350 487 MSN 1.311•x1-314'x 1re'(0.77s') I4' t _ � LV w v K I 4444 g{ Ceaeim Scree cel Ta arE t 0.31 MSN J W TYPE OF FASTENER 418 46 2'x2'x0.093' 3l8' 318. •0 O : li 31169 1.74' 21184-11 SF 6784-21 SF 664#•313 11a7#•42SF 3111 air eB9 560 781 Angie rx2'x1/8'(0A26') 6118' 51111 O -t BBB 74 f07 W C O ° I; Angle 2"x2 x8116'(0.313' 112' lir at V 371#-U8F 7424.273E 11194-.418F ,48118-648F -e 44 F 1 fi { 1149 t+f4" 365#-t98F 790#-278F i0950-40 SF 1AM-538F Lod.on InslWaliThNlmess Abs. I- Ualtannel 1.3/4'Y 1-314•x 13H"x ver 918' #14 tldunnsl r x 2-lV x r x 0.060' SI16• 5170 3- z 1 :: I : ta4• 427#-10 SF 6544.3,SF 11610-47 SF 770011.62 SF Bo � I i i[ II: „, `I 9A•a tart all#.1aSF 70224.975E 1033#• sF sort o.o9r aur _ a6sF 1044f1-7s She Il 6 `O F Ucltennsl 1.111'x2-7/8'x 1-12'x 0.043' 12' #14 J tU I: f) '.I pp:( '' ) , ; a tea• 703M.263F 74069-51 SF 21ON-773F 20124-103 14•. 0.141• J! 380 ,110 tie 638 717. TY�OF FAe7ENERs Rebs Perar leh. 832 834 1268 Mau: v): i I I _ er1E del 646. 0.31 446 SSB 732. ] L' 8 d semws b teem well and/or b d boon For saw sixes use the Nlbxttg 1120 1522 Post able! depth 13 5111 t¢ I, lY ,�, , �i I� ),'£ I I• �), I^. f )� �l4"a 1;tt! 70504-36 9F 21004-77 8F 3150#-1139 420011-153 3A' O37S' 696 8f0 670 : 676. 996 screw size for beam! 'n1.6. � I. 1 3.72" 15754- 7332 1494 2030 erpright found r blob _ 'F Ir [ S1 SF 3150#-115 47254-172 S300N-2305 7rt' O.eO". 711 612 894 7111' U a ', 112"0 Y 799011-51 SF 279811-102 4197#-153 S598N-2W - W h ( jrNeta. _ a 't_... { I x tE 2331A•85 SF 48044-iia 811884-255 S i -340 1.8orow two aides d arsnrnbetR !€ g, j lG ! ) r1 mrrae m tnaleh bIN vwl 6idareas Tabie 9.9 Minimum Anchor SM for Extrusions rz W Note: WWO LOkD CMMRs TAB • 2.AN bandleaW+s.Cake bduatdal Ou ty.Use grip II: : 1.TM u**n t deeaw nom ttp ION LE. d alavelo ten.Use Mike b waled rel wnhatl M*n drum spacierwlae b dmwinpe. U 3 (: as ,n :Lr ,. •;,.I e + JJ `.li , ,ff1; I' L ,{S I �,; f dBedaN FaWAnd2dnarRplauatlnxMei2DMPH 28ga.sNel wall Conman" eonmew b the*aim"annpran0 spacing (IS"SIIOwrr), 3 Minimum 1Mebpas d frarrn trpntbara N Q03B' arI81 Extruslens Wall New Conaste Wood - W F y bsleean anrirora steep sot be Ices 111 ted where d O muMWM a9ouslDb bads and rod amort b1'Sts : Mu /or Otfnr IUb Y x int 14• 14 -1H' 1H' - I::: r 1•. 1 i' i It I �h til I : : N6pendprdnrwNr. tr1PINm Ya 2 ;xatvsrsbn Odor. Txb" 114' 414 1N' 111' 2� I 2.Aloval rod areas are bead an Inds for 6063 1 1269 Glass l Enclosed Room PjWFR8k 1-1-00. WIND APPLIED CONVERSION 5052X•25 1512 2"x6" 114" 412 711' 472 {, I 1. i' •I �4 �- j � 'I r ' : Tx 3ftM 410 3118' 410 HEFT. 3.Farpelle4yendossdbuldngaueemuNlplerb REGION LOAD FACTOR 800511-5 2030 Y x M a lean 11tH N9 3!16• trB ' 11 roof crass d 0.774 � 100 N.9 1A1 Nod: : : - 4.For sae0orrlalmWlplymdewby,.30. ito ze.6 1.01 - 1141 _ i t $ 120 2 1.00 Wale,beam and tt{vlpbt mbknurn arxdnr#zee shah be used for super t#per 23 28 oanegions. K u' A 927 O r 1 fY 130 323 0.92 � �. } :i , tS,I t I, {' a1 CCCa a 110.1 373 0.89 j a. . �• } !i `r' b; _.I; a1!i) Iti '�� 5 y 373 O.e6 Q V 426 0.90 at-14-2007 pp �iV � I L ' �r i I � I `��. I rl 111- {I 3 �)•� I� II `, I all ,� � � Cr II V j I TTT l i FLASHING AS NECESSARY TO SCREW BONS VVI S SSES MA`YY BE ( -, r(PE) PREVENT WATER INTRUSION CONNECTED W/(2)%O x 1-112ORPpR (COMPOSTTE INERNALLY PANELr PRIMARY FRAMING BEAM SOLID]ROOF I N PANELS TO EDGE BE R 3A) FASTS SECTION 7 AND HEADER (SEE TABLES 3A.1.1,2) ( } b s d PER DETAILS IN $s 1-ti2'xt-1l2'x0.080'ANGLE BEAM WITH SCREWS AS a w PANS OR` ® EACH SIDE OF CONNECTING ® w~ MAXIMUMCL rn o COMPOSITE PANELS SHOWN w u-1--i z PER SECTION 7f MINI.#8 S.M.S.x3WLONG '.,. 9 'I) GTH > H w EDGE BEAM TABLES NUMBER REQUIRED EQUAL F KNEE BRACE LEN � tr �w 3A 1.1,2 ® TO BEAM DEPTH IN INCHES INTERIOR BEAM TAIL ES: EXCEEDS TABLE 1.7 USE w — 1 CMITlEVERED B w m w ® 30.1 3 `! CONNECTION x POST TO BEAM�AN ' O ABLE 3A 3 #OF BOL THRU-BOLT HEADER SCREEN OR SOLD WALL POST SELECT PER T MAY FACE IN OR OUT) ( USE 2 x 3 MINIMUM (SEE TABLE 30.3 THROUGH POST AND ANCHOR wI(2)#to x 3r4•s.Ms.®s' BEAM TO BEAM CONNECTION DETAIL FROM EACH END AND 24' HOST STRUCTURE ROOFING � SCALE: Z'=1'-0' i -LOCATE EACH x x OiC MAX BEAM TQ WAL1 CO CTS; 2'STRAP POST.(2)1µm® L.AG KNEE BRACE )EXTERNALLY MOUND (2)REQUIRED ANGLES ATTACHEDJriO WOOD SCREWS 6 24'O.C.(MAX.) r x_`S.M. ANGLE OR RECEIVING I {; ql EACH STRAP CHANNEL EXTRUSIONS WITH t , � C „11 INTERNAL SCREW BOSSES FRAME WALL WI MIS.(2)aro'x Q 1 2'LAG SCREWS�SDE OR D (2)#10 x it SCREWS MAY BE CONNECTED WITH TO CONCRETES WI( )iH•x Z U3 USE ANGLE EACH SIDE FOR (2)#10 x 1-112'INTERNALLY2-114'ANCHORS OR�A�RY F- .,) � 1 s Is s l J 2 x 2 TO POST CONNECTION ® I-- WALL AM(Q ANCIR MR Z 1 WITH HOLLOW POST _ u� ® SDE FOR EACH INi OF BEAM Z W MINIMUM#8 S.M.S.x 314' m DEPTH LARGER N •O C MAX 'x 'POST REQUIRED < ® T T — J J W iN'BOLT Q 24 - - LONG NUMBER REQU _j -J WITHIN 8'OF EACH POST 19 EQUAL TO BEAM DEPTH ® ALTERNATE CONucr�� W Q IIsi aft 2x2P05T c� '-!GGIN1�: 0_ Z FASTEN IN a ® (1)1-314'x1�/4'x1�•x1IB' n9 W!�EACH#10 S.M.S.INTO INTERNAL U•CW WyjiL {n � � '- 3 11 l ® I- I; L SPLINES �! ,I SCREW N _ ATTACHED TO WOQSDI'RAME � 2'x 2"X 0.062'ANGLE EACH DCTRUDED WALL WI MMI.{3)3J 'X 2'L/VG y V M W t i j I{ s j EACH I ® OR SUPER IVTEfMfTRBEAM TABLES: SCREWS OR TD�ICRETE w ,. ' ;' k SIDE(3)EACH#8 S.M.S. _ ® H Z m INTO POST AND INTO i GUTTER MAX.DISTANCE TO 3A.1.3 OR MASONRY WAULWVI(3)114- LEG U GUTTER W. HOST STRUCTURE WALL x 2-114'ANCHORS Q§R App(1 = fL' �' O m i t (MIN.) 36-WiTHOUTSITE ANCHOR PER SIDE EACH 1L' Q U N uT FASCIA AND SUB FASCIA SPECIFIC ENGINEERING INCH OF BEAM DEPTtH W m 6 I TE 4TH WALL BEAM CONNECTION DETAIL LARGER THAN 3• Z CO LL AI.TER�� 1 :, I ;�t i{ d' II EXTRUDED OR SUPER GUTTER 1 RISER g W 1 I f t >(• SCALE: N.T.S. , (OR TRANSOM)WALL�4 FASCIA(WITH SOLID ROOF) 1 BEAM TO WALL CONNECTION DETAIL _ SCALE:2•-1'-0• SHOWNI2"- W d 7 x g'x D.07r x 0.224•BEAMi d' :� I SCALE: 2'�1'-0' � Z V N S LL 1-3N'STRAP MADE FROMI DOOR ami Q ——--——————— REQUIRED GUSSET PLATE V MATERIAL- ROOF ATERIAL ROOF PANEL (SEE TABLE FOR LENGTH ANDS k® ® \ k k a i "o- 7 < (SEE SECTION� #OF SCREWS REnuIREp)) ® k \ k k k k HINGE LOCATION b \ k X X r`.t I` IIS: FOR - WHEN FASTENING 2'x2r ®k kk X k k \ w ANCHOR PER DETAIL FOR PAN GUSSET PLA1 Lt k k k k k k \ w u- THROUGH y I $ I BEAMS MAY BE ANGLED P GABLED FRAMES _ f---- tt OR COMPOSITE PANEL USE#10x2' )EACH MIN• ®k k k k \ 2 x 2 EXTRUSION S £ (3 �C k k k 2 x 2 EXTRusION LL! O ®X k '` k x ® v — FOR NUMBER OF BOLTS AND ® �� k k k 1r k® � � �� SIZE OF POST(SEE TABLE ® -� i BEAM AND POST SAES 3A.3) W ,ahs, ® k ® S0. ® k k k HINGE LOCATION I ®� ® kk ®k C m (SEE TABLES 3A 3) ® _Y d. 1'x2'MAY BEATTACHEDFOR �� ® SCREEN USN O ® ® m _ Z l xt" a Sttt if, x #70x1-112'C6'FROMTOP POST NOTCHED TO SUIT AND BOTTOM AND 24'O,C. `� ujLd ® HINGE LOCATION O `t SIDE NOTCH POST TO CARRIER BEAM CONNECTION III � SCALE: 2"-i'4" ALL GUSSET PLATES SHALL BEA MINIMUM OF E052 M342 \ O 3 g Z a: v V ALLOY OR HAVE AMINIMUWt1 ® i�vr YIELD STRENGTH OF 23 k#1 \ f�® NOTES: O J �cY t] ROOF PANEL \ ` db-DEPTH OF BEAM'{ \ ® e�\ 1. Door m be attached to atnKtura wltln mknYnum two(2)hinges. 0 < (SEI.SECTION� m a y v uj > da n DIAMETER OF SCREW \ I { { ? A ry 2. Each hinge to be attached to structure with minimum for(4)#12 x 3H•S.M.S w i 1 I I 1314'x 1 314'x 0.063' — - ————— 2 ' \ STRAP TABLE - ¢ It +- 5 S.M.S.- ANCHOR #12x3142 (Ruse �- IF PAN ktknllwe 3 PER DETAL OR \ 3. Each hinge b be attached m door with m f ) _ m I f' r ," III RECEIVING CHANNEL THRU _ � I BOLTED TO POST WITHRU I ® OR COMPOSITE PANEL 2'x 6'x 0.050'x 0.120'- \ stze •Ist� LSNCTt1 O s; LA BOLTS FOR SDE BEAM UPRIGHT SHOWhN x _ I 4. Bottom hhge to be mounted between 10 inctnea and 40 ltahes han ground. 1-- (SEE TABLE 3A.3 FOR NUMBER ® FOR NUMBER OF BOLTS AND z OF BOLTS) ' _ SIZE OF POST SEE TABLE x ) ® 3A_3 ( x 5. Top hinge to be mounted between 10 knehea end 20 ku�tee Lom tap d door. ,� \� z I ) 'AuscRt ws •tolxl Gfizp I NOTES: 8. It door kx atbn a sd)aoent to upright e 1•x r x O t)N'ptaY be tastened to uprk¢nt with#12sX1. to ET _ 1 ;� ! I- II ,1=•` yE" a IONS FIRST UNTIL REQUIRED NUMBER OF SCREWS 6 ACHIEVED. 1 C, 1. FILL OUTER SCREW POSS.M.S.at 12'on center and within 3'kom end d upright BEAM AND POST SIZES ETT SIZE,SCREW SIZES,AND NUMBER S a 1'x2'MAY BE ATTACHED FOR 2 SEE TABLE 1.6 FOR GUS BEAMS r x T AND LARG w (SEE TABLE 3A.3) VIREO ON ALL ER Z -- s SCREEN USING(1) 3. GUSSET PLATER ARE R� I I x 1-112' B'FROM TOP 4. SCREW PATTERN LAYO�►T WI SPACING BETWEEN SCREWS GRATER THAN MINIMUM IS o t? AND BOTTOM AND 24'0.C, ALLOWED SO 'HAT EQI�L SPACING IS ACHIEVED. POST NOTCHED TO SUR PLATE MAY USED.(SEE SECTION 1 FOR DETAIL) :. s. LAP cut wm1 GussErr� TYPICAL SCREEN DOOR CONYWION DETAL O - FOR SEAM TO GUSSET PLATE CONNECTION < I I it 13 CENTER NOTCH POST TO CARRIER BEAM CONNECTION ATE SCRJ' PATTERN scALE N.T.S. Q y ! E GUSSET PL o� SCALE: 2•-l-T I ... l SCALE: r-T-Cr 2-14 2007 e it �. I � � _I ` " ;, �, it i• s:ISI,, ' � 1 � I r i 3 r, is II pp pp I #90 x4*S.M.S.WI 114 x 1.11Z" 0.024'x 17 ALUMINUM BRK�{ S.S.NEOPRENE WASHER G COVERED AREA MTL RIDGE CAP —�� i '�I 8'O.C. TAB AREA + � � SEALANT ,nr VARIABLE HEIGHT RIDGE - BEAD 3!8'T01/2'ADHESIVE r + m" G SIGN AM EXTRUSION NE BE ADHESIVE ' D 'WI E r I I A 1 I ( REW 8' FOR r 16 'TEK SC I I I I #8 x 91 (d tER SHINGLE I I •�!' � , STRIP UNDER +i I �* :� 31 « •I r ��. d �I + 4 II D.C.Cr I. I `'��' , i � SUBSEQUENT ROWS C'lII `! €a ' II� � CAULK ALL EXPOSED SCREW �d i STARTER ROW I C{ ROOF PANEL HEADS AND WASHERS COMPOSITE PANEL W/ i EXTRUDED OR BREAK FORMED CAP SEALED IN MV-) PLACE W ADHESIVE OR , € #.' @�t �� _ (3)1/4"0 THRU-BOLTS I 'x 3"x 3"POST OR SIMILAR I SCREWS IIB I Ir Y �. f1 II y it #S x 9116'TEK SCREW G 8• SEALANT BEADS O.C.BOTH SIDES PROFAB COMPOSITE�OOF(PANEL WITH SHINGLE FINISH DETAIL PANEL ROOF TO RIDGE BEAM POST DETAIL t.ALE: N.Ts. it I f h SCALE:7=T-0' 0.024"X 12'ALUMINUM BRK PANELS WITH INDUSTRIAL ADHESNE•. r MTI RIDGE CAP PANEL• ATTACH SHINGLES TO COMPO ITE ROOlF FASTENING OF COMPOSITE 3I8'TO 1I2'DIAMETER SO THAT THERE IS 1'WIDE Z N APPLY ADHESIVE IN A CONTIN US BE/QD � : ;: s . IS PUT IN PLACE CLEAN ALL JOINTS AND ROOF PANAL .............. .. '.'. ...'.::��'.::. ' VARIABLE HEIGHT RIDGE ............. , .:: SFJILANT STRIP OF ADHESIVE WHEN THOL OR 01TENER SOLVENT BASED CLEANER Q Z BEAM EXTRUSION SURFACES WITH XYLENE(XYL W K SCREW S #8 x 9116"TE G CL' W: DZON� � � EAS UP TO 120 M.P.H. FOR AR O.C. VE ONE STRIP OF ADHESIVE UNDER THE SHINGLE J �, 1 4 1. STARTER ROWS OF SHINGL SHALL'r I THE SHINGLE AT MID TAB AREA STABLER SHINGLE � } -� J I' AT MID COVERED AREA AND UNDER AL1 Z Q Z . IN THE UPWARD DIRECTION OF THE ROOF SLOPE. ROOF PANEL _ CAULK ALL EXPOSED SCREW ROW INSTALLED WITH THE TAB FACING d ' a ia� .I C FII z ''.. ', � ,, I HEADS AND WASHERS 2. SUBSEQUENT ROWS OF SH LES IIQ}6TALLED WITH THE TABS FACING IN THE DOWNWARD � I E STRIP OF ADHESIVE UNDER THE SHINGLE AT MID " 7 x SELF MATING BEAM DfftECT10N OF THE ROOF SLOP WITH °� 1- .II — �I COVERED AREA „• 1/8"WELDED PLATE SADDLE FOR AREAS ABOVE 120 M.P.H. CJD ZOIf>77� Z � W! 2 114•THRU-BOLTS I. STARTER ROWS OF SHING SHALL AVE TWO STRIPS OF ADHESIVE UNDERTHE SHINGLEIV } tV z { � ) STRII AT MID TAB AREA.SHINGLE ROW INSTALLED WITH L �I N iu REBAR IMBEDDED MJ TOP OF THE ROOF SLOPE U m .. AT MID COVERED AREA AND COLD Y • THE TABS FACING IN THE UP DIRN �' Q U d OF CONCRETE MN(B •' I I OTHERS � ALLED PER PREVIOUS SPECIFICATION WITH TWO I I ) :,:° 2. SUBSEQUENT ROWS OF SH LES I►0lsT fa � m ;, }t STRIPS OF ADHESIVE AT MID CLLJ D l 8 Z LL o , a I # •WHEN FASTENING TO ALUMINUM USE TRUFAST HD x +314 AT W O.C.FOR UP TO 130 MPH WIND • W le ('�" . I EAL ,a r EGAS I ADHESIVE: BASF D ADH EXPOSURE'D' w � SPEED EXPOSURE'D';B"O.C.FOR ABOVE 13D MPH AND UP TO 15D MPH WIND SPEED � g Z $ 5 I PANEL ROOF TO RIDGE BEAM CONCRETE POST DETAIL. N $ COVERED AREA SCALE:2 J t 1I+ r { if TAB AREA W/1'ROOFING SII as 190 i NAILS o INSTALLED PER MANUFACTURERS SPECIFICATION FO RNUMSER AND LOCATION o t0 2N 3 MIN.ROOF SLOPE 2:12 a gl W 8S #e x 112•CORROSION W � 6 LL jj RESISTIVE WASHER HEADED a ie l 0.024'ALUMINUM COVER PAN SCREWS G 24'O.C. o S ROWS U uj SUBSEQUENT -� d OR CONTINUOUS ALUMINUM ALTERNATE 1t8 x 1/13.M.S. SUB EQIUEI4T '�LL a SHEET W/1/7 0 WASHER. o _, I 318'TO 117 ADHESIVE BEAD a FOR A 1'WIDE ADHESIVE ') 1 r I'r 1 fl STRIP UNDER SHINGLE N A it :pl t I i J .m a it d i + + 1 � – I a .f! I a I I h i t} h I� t I a ST ROW o: 2 i 1 x STARTER fn ( t� i � y m 1 W I O ti 7 i 41 i N C I f 'I CO P W! I MPOSTTE ANt3 LU n h b �:I I I I i I' i I + I W YI w. I EXTRUDED OR BREAK l R I `i a h ¢g i J II F f I I W 4 4 u f¢Pk II t F V IN m f ........................................................... id I I FORMED CAP SEALED I n O i + C I, i c t` I U k 3 1Y � s^ I I' L { ¢ i I ADH OR#B i =r s' I" PLACE WI ADHESIVE d I 1 I t- € I k t W WAFER HEADED SCREWS Z 3 3 C I I m Z 14 ! Yil 7118 0.3.8.PANELS w TYPICAL INSULATED PANEL , r r 4 PANEL O S.B. 'f � 18TEE ROOF P WITH � I AND STAl1)AR ;SHINGLE FINISH DETAIL a SCALE: 7-1.0• PROFAB CO I OS 4 { E ' ' {.,'� iy ►I I NOTES: w t 1 I.'fl I �rzi ALE: N.T.S. L , w 1.INSTALL RIGID FOAM INSULATION INTO ALUMINUM ROOF PAN. r SHINGLES FOR ROOF SL�FS OF 212 AND GREATER O W 2.COVER INSULATION WITH 0.024'PROTECTOR PANEL WITH OVERLAPPING SEAMS. SPECIFICATIONS FOR APPLYINGI.S.B.ANS {' i ti , I ., � h i I I 3.MISULATION PANEL SHALL 8E CLOSED WITH ALUMINUM END CAP TO SECURE INSTALL PRO-FAB PANELS IN ACCO ANCE1MnT1'H MANUFACTURERS INSTRUCTIONS. � ►- I I�. t E:I ) `Y 1. I PLACEMENT AND TO DISCOURAGE THE NESTING OF WILDLIFE AND OR INSECTS. XYLENE(XYLOL)OR OTHER SOWFJ4T BASED CLEANER. a II 2.CLEAN ALL JOINTS AND PANELS CE WIic C p 4.PROTECTOR PANEL W ILL BE SECURED BY#8 x 518'CORROSION RESISTIVE WASHER 3,SEAL ALL SEAMS WITH BASF DEG TM 2{{ AND CLEAN THE ROOF TO REMOVE ANY DIRT,GREASE, �I HEADED SCREWS. WATER OR OIL 1 n. TO PANELS G 18'O.C.AND AT ALL FAGF.S AND INSTALL € Vit' �,I ( � (I$ `. li I l 5.SCREW PATTERN WILL BE 17 ON ALL PERIMETERS AND 24'O.C.FIELD ON EACH 4.APPLY 31813 BEAD OF BASF DEGAS 2Dt ATLEAST 30 MNUTES CURE TIME BEFORE INSTALLING pi 4 i PANEL. 7116'O.S.B.OVER THE GLUE AND P ALLY G RESISTIVE SHINGLES. ,I I, 8.ALUMINUM END CAP WILL 8E ATTACHED WITH 3 p8 x 112'CORROSION FLT PAPER IN ACCO CE*TTH THE FLORIDA BUILDING CODE 2X4EDITION N W/2N,1507.38. x I WASHER HEADED SCREWS. 5. INSTALL 15#f C b FLORIDA BUILDPIG CODE 2004 EDITION W/20D8 C + {'I 1 ►, I 6. INSTALL SHINGLES IN ACCORDANCE1 O NOTE:FOR PANEL SPANS W/0.024'ALUMINUM PROTECTIVE COVER MULTIPLY 8 e � SUPPLEMENTS.1507.3. SPANS MI SECTION 5 OR 713Y 1.28 FOR H-28 METAL 8 1.20 FOR H-14 OR H-25 METAL R HEADED SCREWS OR STEEL STUD SHEET ROCK 7 7.ALTERNATE OSS FASTENING SYSTE .#8 W Q O 70 AND INCLUDING 130 MPH WIND ZONE MID ATS"O.C. U 8"O.C.EDGES AND 16`O. IELD l� SCREWS G 2-14 2D07 EDGES 170.C,FIELD FOR 140.1 AND 7015tQ`MPH WIND 20NES. 1,10F , � g T I s.