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HomeMy WebLinkAboutENGINEERINGTREASURE OF THE SEPTEMBER 1987 CoAsT CHAPTER, ALUMINUM 'ASSOCiATION OF FLORIDA ASs��i ��M a�9z INC PREPARED BY: NASH ENGINEERING*, INC. JUPITER, FLORIDA 33477 (305)747-7254 ROOF PAN (ALLOY 3003 H-16) PAN THICKNESS SX MAX. SPAN ® WIND VELOCITIES SHOWN 1.75- PAN W/.032 CLEAT 100MPH 110MPH 120MPH r 7-032 ..032 .032 .238in3 10 1 z CLEAT ALTERNATIVES FOR 1-3/4" PAN T-BAR 1-.ow U- .032 11' I I T-BAR i-.050- I ?5' J .032 11' L EXTRUDED 'T' .125'r 1 CLEAT r-.oeo - Z' .032 13, Isl NOTE: PANS MAY OVERHANG 1/3 OF SIMPLE SPAN. SPANS MAY BE INCREASED 2% FOR EACH 12" OF OVERHANG UP TO 3'-0". CONSULT AN ENGINEER FOR GREATER OVERHANG. ROOF PAN (ALLOY 3003 H-16) PAN THICKNESS Sx MAX. VELOCITIES SPAN ® SHOWN WIND Y wmaouwc PAN. �( 3. 7-vuNzc .024 .450in3 100MPH 110MPH 120MPH 13'-4" .032 .608in3 15'-6' V w1tT¢wCUNG PAN. 1 r-mz z' .032 .346in3 17'-O' I t2' NOTE PANS MAY OVERHANG 1/3 OF SIMPLE SPAN. SPANS MAY BE INCREASED 2% FOR EACH 12" OF OVERHANG UP TO 3'-0'. CONSULT AN ENGINEER FOR GREATER OVERHANG. xoo' I 1'x2' OPEN BACK I 2'x2- PATIO BEAM ALLOY 6063-T5 ALLOY 6063-T5 -xIN- .ou A=0.233in' - --- I --- A=0.412in' --- --- oo' WT-0.280#/L.F. WT-0.494#4.F. I =0.1425in I=0.21331n Sx=0.74251n' I Sx = 0.2133in3 SPAr.INr- ANn SPAN TABLES SPACING AND SPAN TABLES SPACING SCREEN ROOF 7p PER S.F. SCREEN WALL 108 PER S.F. SOLID WALL 25p PER S.F. SOLID ROOF 30y PER S.F. 3' B'-6' 7'-4- 4'-6- 4'-0' 4' 7'-4" V-2' 3'-10" 3'-6" 5' 6'-7' 5'-2'- 3'-6- 3'-2" 6' 6'-0' S'-0' 3'-2" 2'-10" 7' 5'-6- 4'-8' 2'-11' 2'-8" 0' 5'-2' 4'-4- 2'-9" 2'-6- 9' 4'-10' 4•-2• 2•-6' 2'-4" 10' 4'-B' 3'-10' 2'-5' 2'-3' SPACING SCREEN ROOF 7x PER S.F. SCREEN WALL 10# PER S.F. SOLID WALL 25B PER S.F. SOUD ROOF 30Q PER S.F. 3' 10'-5' 6'-8' 5'-6' 5'-0- 4' 9'-0' 7'-6- 4'-9' 4'-4' 5' 8'-0- 6'-9' 4'-3' 3'-10" 6' 7'-4' 6'-2" 3'-10" 7' 6'-10' 5-8' 3'-8' 3'-4- 8' 6'-4- 5'-4" 3'-4' 3'-0- 9' 6'-0" 5'-0" 3'-2' 10' 5-8" 4'-9' 3'-0" 2'-9- CLEATED ROOF PANS I INTERLOCKING ROOF PANS I 1 "x2" OPEN BACK I 2"x2" PATIO BEAM ' --Nr. ANn SPAN TARI FS 2"x3' PATIO BEAM LE 2'x4' SELF MATING BEAM �2'x6' SELF MATING BEAM 2'x7' SELF MATING BEAM ALLOY 6063-T5 ALLOY 6063-T6 ALLOY 6063-T6 ALLOY 6063-T6 WALL =.050 A =0.651r� FLANGE =.120 ----- WT-0.78Q/LF. x.00--_-_-_- - xoc _-_ f zro' 1 1-0.741lrA I A=0.950ir2 I I A=1.396in' -I A=1.7B2i.' Rx=1.0681n WT= 1.1 4#/L.F. L F-m WF=1.67+/L.F. L F-- WT-2.142#9A F. Sb=0.4359in3 1-2.451n' I=B.4610 1=17.13BIrr Sx = 0.57in' I Sx=1.25ir� Sx = 2.82irf Sx = 4.89itt' SPACING AND SPAN TABLES SPACING AND SPAN TABLES SPACING AND SPAN TABLES SPACING SCREEN ROOF 7y PER S.F. SCREEN WALL 10# PER S.F. SOUD WALL 25# PER S.F. SOLID ROOF 30g PER S.F. 3' 16'-5" 13'-9" W-8' 8'-0" 4' 14'-3" 17'-11" 7'-6" 6'-11' 5' 12'-9' 10'-8- 6'-9" V-2- 6' 17'-8' 9'-9" 6'-2" 5'-7' 7' 10'-9' 9'-1' 5'-8" 5'-2- -5-4" 4'-10" -8'=5- 9' 9'-6" 7'-11" 5'-0" 4'-7' ID' 9'-1' 7'-6- 4'-9' 4'-4" SPACING SCREEN ROPOF 7# PER S.F. SCREEN WALL JO# PER S.F. SOLID WALL 25/ PER S.F. SOLID ROOF 30y' PER S.F. 3' 25'-0" 20'-11' 13'-3" 12'-0' 4' 21'-B• $' 19'-4' 16'-2' 10'-3" 9'-4' 6' 17'-8' 14'-9" 9'-4' 8'-6' 7' 16'-4' 13'-8" 8'-8' 7'-11' 8' 15'-3" 12'-10' 8'-0- 7'-4' 9' 14'-4' 12'-0" 7'-8- 7'-0" 10' 13'-8' 11'-5" 7'-3" 6'-7' SPACING SCREEN ROOF 7p PER S.F. SCREEN WALL 10# PER S.F. SOLID WALL 25# PER S.F. SOLID ROOF 30q PER S.F. 3' 37'-10' 31'-8" 20'-0" 18'-3" 4' 32'-9- 27'-5' 17'-4' 15'-10" 5' 29'-4' 24'-6" 15'-6" 14'-2' 6' 26'-9" 22'-5' 14'-2" 12'-11" 7' 24'-9" 20'-B' 13'-1" 12•-O- B. 23'-2' 19'-5' 12'-3" 11'-2' 9' 21'-10" 16'-3' 11'-6' 10'-6" 10' 20'-9' 17'-4" 11'-0- 10'-0" SPACING SCREEN ROOF 7g PER S.F. SCREEN WALL 10# PER S.F. SOUD WALL 25# PER S.F. SOLID ROOF 30g PER S.F. 3' 49'-4" 41'-4' 26'-2- 23'-10" 4' 42'-9' 35'-9' 22'-8- 20'-8" 5' 38'-3" 32'-0' 20'-3' 18'-5' 6' 35'-0" 29'-2' 18'-5' 16'-10" 7' 32'-4" 27'-0' 17'-1' 15'-7' e' 30'-3' 25'-3' 16'-0' 14'-7' 23'-10"- -15=0-- 1V-9- 9' 28'-6" 10' 27'-0' 22'-8' 14'-4' 13'-0' 2"x3" PATIO BEAM I 2"x4" SELF MATING BEAM 2"x6" SELF MATING BEAM 2"x7" SELF MATING BEAM DATE 9Y DESCRIPTION TREASURE COAST CHAPTER, INC. rENINEERING DRAWND COMPTONCHECKNASH OF THE ALUMINUM ASSOCIATION , \ \ �\ALUMINUM CONSTRUCTION SCALE NT.S. OF FLORIDA INo DETAILS/r II. II \ DATE SEPTEMBER 1987 REVISIONS 810 SATURN ST.. SUITE 16 JUPITER FL. 33477 (305)747-7254 _ JOB N0. 87-031 SEAL OF FIVE SEE y x f4 m mrt. ------------� ae• tax wortu� sad a. arPecren m tas D arrnw mwn nu SLAB ON GRADE ALUMINUM SCREEN ROOMS. GLASS ROOMS. PATIO COVERS AND CARPORTS mrw tn+atR ruEs r rev rxi a.txtvv Tarr . aeu snra+r ata+ tn¢ rwr SrNI G ALUMINUM ROOF PANELS FOR IH� SPANS SEE APPOPRIATE TABLE mrr r 8AN 8 �w r+rorsno+ .rvw m rxsa+o twmo - TYPICAL PAN TO WALL CONNECTION TYPICAL PAN TO BEAM CONNECTION . +Y WD PMm.+ta� wto+ . gyp!+�/�r,�}o� aFi- t'i'6-ut4 '/i�>ra'aa■a -- x-+/a• aw mw tots . ■A91W SE£ At1.a1W aW[ H xen ra nlava rpsm— aew arr aauo.+ . trm+r .ran Dw vNes n PAfi x v1f6SPG�1� n/x-rnp• awe Pas- �— t-t/r new mT naae' toe tus+ - a• vNv a.mew (- Wa..am nu �rr rm REVISIONS CONTINUOUS WALL FOOTING FOR ALUMINUM ENCLOSURES PATH SOLID ALUMINUM ROOFS BEAM SIZE MA%IMUM CLEAR BEAM SPANS CONT. AND SHAPE EDGE BEAM FOR ROOF SPANS BELOW TYPICAL POST SIZE h NO. OF BASE ANCHORS 10' 12' 14' 15' 16' r.r.oer a'-+r r-r a•-o• s-u• r-tr Y.Y..oea' Past ■hxr oti ntm+ao j�'� I I rdamr I r-r S-ir r-P S-Y r-0• _ � iva rosr •hxr vw .xoae s■..ur Y ./ia YcT PDrrr/w. D S1L fl1�Y %•� ird tt'-r tr-r r-r r-r x-.Jfr eQ3 (Df1) a-.xs• eats tS-r +r-+• it'-r tr-r +r-r sr ere■ r r xr-r te-r +r-r it-r ts•-r ru• Posr ■A D %L SLL.DAY x-J>S 0 L. 42r eMOtQ1 mL xr-r m-ir sr en2*,r ntar s'd t0W tY-r Ir-r N'-tr f1'-r 11'-r r.r i •ru+ rryuv tr-r u•-r +s-r ts-r +r-r i Diu m-a• te•-r +r-tr n•-r te•-r CARPORT EDGE BEAM & POST SPAN TABLE C-1 (ATTACHED) (ATTACHED ROOFS ONLY) x • OF THE ALUMINUM ASSOCIATION OF FLORIDA RAISED SLAB WITH B' CONC. BLOCK FOR ALUMINUM SCREEN ROOMS. GLASS ROOMS AND PATIO COVERS SUPER GUTTER ALLOY 6063-76 A-1.20Inx WT=1.44®/L.F. I =3.9461na S. 1.9731na oeo• nea maeeno+ m a a saw . r L J � AIIRONY PMI ROD POSr . VYeal^ SP.10fa � �+z Rau.a J tr 4auAwE PIER TYPE FOOTING ar-0' uur. Y.Y rasr ralr sPwt—I � r owduta veaas r-r ALUMINUM ROOF PANELS • V.eWr 4.W4 •r � La Slat PLAN �r tr +/r I I PI167-1tn• SPAN TABLE - FOR SUPER GUTTER AS EDGE BEAM aoD�.Ra.Rs VARIOUS SPANS OF PAN ROOF A 8' 10' 12' 14' 16' J ra ..axr ■xao 1 GUTTER/EDGE BEAM rlra my catrnr °1 , ma sort SPAN B 13-8� 12-4' 11'-3' 10'-5' 9-9' TYPICAL NOTE: FOR BEAM Ac POST SIZING CONSULT ENGINEER SEE THIS SHEET. CARPORT (ATTACHED), FOR DETAILS SUPER GUTTER AS EDGE BEAM CARPORT SPAN TABLE C-2 (FREE STANDING) OMPT9 ALUMINUM CONSTRUCTION NASH \ SCALE NT.S. ZING IN DETAILS � ATE SEPTEMBER 1987 -2 FL. 33477 (305)747-7254 JOB NO. 87-031 SEAL OF FIVE Bid TYPICAL POST CONNECTIONS — ! PFA P°'"°asr EOIIO uc Ya 14R11 r'OST E0110 1AO earz = A nxa n4a�wsxr 1is• a aAxxet e�• — ro�lllO510F5�• SYS 1/4' qA llrOl-!QT I I —AWIL Posr uuY. Pnsr �j �j� I1W xx--G��IISUUf B/SE I1LIL 3Ixr 1N—iSly&lf &�1G GSrINC Y.S /�MnE INTO rMT I M Phi v ANwm 1 YAswxr Axour -- i�x Posr NOTE ANGLES MAY HAVE 1 LEG INSIDE POST TYPICAL POST CONNECTIONS AWY. PUTf M SYS EN /JidE�INyi3OMP1OpSETS IWY. ppNlrra£ Ydy.�1/Fr ^ ' .K9ma Post A w re Arwws— NOTE: ANGLES MAY HAVE 1 LEG INSIDE POST TOP VIEW sEOrlr1 i0x RAY simo SOfVOri Post YDL YJ SCREEING NOOIT vwEs a•Q owA win. i aaED �m u AYaori.•eAa SIDE END ELEVATION scw+uc . rQ rosr — TdcWY AxaEs w ALL rosrz uxau RAIo ��/�Q uionl�sats i i>� ..a µ ANCi0f1 BaT 'I Ll -------- 11Y 0.6 IAO 0 2 m T]eiT4c rAsoA WI~ tor_ CRAF-TERBEAM +2-1/4�rtuiw mpV1mwEc�'iossw�i i/a��/Y se�i.s . roTx sus SCREEN ROOM SCREEN ROOM I POOL ENCLOSURE I POOL ENCLOSURE I (UNDER WOOD ROOF) (UNDER WOOD ROOF) (TYPICAL) (CONNECTION TYPICALS) rdcWr b FASTIXEO TO rrAY r/fnons sY.s. sr12- D 'oasY.a r/R SY.S r 4r W Or RAY + ++ YQ rAafn®m roSl r/f-/IMS iYs MAIN BEAM axan a x RAY oarimoo. * usE 4a Nul.a rrm sEs + i YOIw rosy m IEmvE rrw rd Pasr rocorno :J. 4rw BRAY Yd iAsrxRD m POSf r/a-nM.s• aY.i �ia °r��'is�ror�xl�O°a• rMd1a' sYs • x.' ac B[Y TO IFIDK POsf rQ Poll ++ r./a , rE2. 6 RAY T MAIN + + BEAM + + t r Norw rosr ro umK EGY a>otr r�Aw rQ POST 'd Od FASIFIItD m rOSr r/x-n0.1a• SILS M r .. WITr- ro RAY II MAIN. BEAM + + r 1•d rAsrEYm m roST r/x-�on.e• sua *I+ t + 1'xx' o.a fAfl[I®m rR' r//Ih1A' slur 24• as rd iAslIX®m OGY r/f-nMMd' sYs Yoml rmT m IYoac rrAr GABLE ROOF ri1' roar— —sv®.Yr - MAXIMUM CLEAR SPAN FOR SCREENED ROOF BEAMS O VARIOUS SPACING BEAM SIZE r-r et r-0' o-c e•-r o-c r-o• a< r-e• o-c r-r o-c r-r o-e r-v o-c 2'x4' S.M. BEAM 21'-S' 19'-4' 18'-8' 17'-8' 17'-0' 16'-4' 15'-10' 15'-3' 2'x4' S.M. BEAM W/ INSERT §§ tra 25'-5' 22'-9' 21'-9' 20'-9' 20'-0' 19'-3' IW-8" 18'-O' Z'x6' S.M. BEAM IX-aa 32'-9' 29'-4' 28'-O' 26'-9' 25'-9' 24'-9' 24'-0' 23'-2' 2'x7' S.M. BEAM IX-aa 42'-9' 3W-3' 38'-7' 35'-0' 33'-8' 32'-4' 31'-4' 30'-3' 2'x7' S.M. BEAM W/ INSERT IX - L]O 49'-2' 44'-0' 42'-0' 4W-2' .38'-8' 37'-2' 36'-0' 34'-9' 3 ic7' I BEAM W/ SNAP ds . aw. 25'-10' 25'-0' 24'-3' 23'-7' 23'-0' 22'-5' 21'-11' 21'-5' 3'x7' I BEAM '24'-8' W/ SNAP &->1x 34'-10' 31'-1' 29'-10' 28'-6' 27'-5' 26'-4' 25'-5' 4'x8' I BEAM yy SNAp 42'-10' 38'-4' 38'-8' 35'-0' 33'-9' 32'-5' 31'-5' 30'-4' NOTE: THIS TABLE OS BASED ON: WINDLOAD OF 120 MPH LIVELOAD 7 LBS/SQ FT. SCREEN MESH 1804 POOL ENCLOSURE POOL ENCLOSURE POOL ENCLOSURE SCREEN ROOF BEAM - SPAN TABLE S-1 (CONNECTION TYPICALS) (POST TO BEAM TYPICALS). (POST TO BEAM TYPICALS) DBY DESCRIPTION TREASURE COAST CHAPTER, INC. D1rAwN COMPTON MEET ATE GIECM NASH OF THE ALUMINUM ASSOCIATION II 1 \ ALUMINUM CONSTRUCTION SCALE NTS. OF FLORIDA EN IN RING IN\ DETAILS... II WE MBER 198 1> 11-779h I J=NQ .87-031 1 SIX OF FIVE INEM i -�• SUPER GUTTER 2"x6' S.M.B. ALLOY 6063-T6 T"0e0 ALLOY 6063-T6 A-1.201nz r A =1.39611z r WT=1.44d/LF. I ,• WT=1.67#/LF. I =3.9461n1 L I =2.821R Sx =1.9731n° Sx > 2.821 COMBINATION Sx 4.801n' J/ion• su.s rA. WRNLL'a011 �QI•FTRXME °1�•4'�Pa rn/r nAT eAR . FA euu FAsmlm r/,mt/r slLs . r o.c xoosL otcleww IwE ovETauuo I rim• sua 905fN ROO E(AY sWEd R06 eFAY L + � FASaA + vAx R6aP fi1Ffl1 aT1w ++ TnRCK T..Y WLOW SiA 'D SOSTH ROOF Lxotnlm ro nr rw �- -IAMS ,•RO' LAG eal6 Sa• O.0 lc o''I�li. Wrlal liF.wl Ras eur >Kal BaT rn-,/,• slm can FNiFJ-/1 pI d1uN1t v tH/-uEl m Y;.1�A' iC1P uW tM rCRt/e' L Cfl FAOI SpE, - 1^n•xa]6• L f1M COxNNW6 IXTROOro VIIOWS 9Ax6 -A• VARPIs CAMS b• v/1-p su.s F/A1 A.ar � ua SaSIII Ras aAu r/t/e sxs FAa AN6E vrm Wrnx T"mo SUPER GUTTER - FASCIA ATTACHMENT (-CANTED- FASCIA TYPICAL) MASONRY - CONCRETE FASTENERS SUPER GUTTER - FASCIA ATTACHMENT (-PLUMB" FASCIA TYPICAL) I II III II 11 l R06 RARFLS OA 1jY 0.YROW �I S0.Y TAR • tlIAVa I I T-IW ROOF SPAN I rout PRosmal ALLMJW AnAa ro rxsnx4 aafm+a , TYPICAL PAN TO WALL CONNECTION TYPICAL PAN TO BEAM CONNECTION IY AWY. x06 PM8.13 ,n•�IRR. R,�1 µyx, qP •A �e/Y LLS FwOt B�eE Oi YET vul� pI,�R}p MR R5f Vfig[ gW pl11AWO i8"S.E _ __-_----___-- r.r r/1-p WMT. 1 VAPa1 RMI6k11 `Ca11PAa1F0 RL GLASS ROOMS (SANDWICH SYSTEM) I I\L-r,\-. 111 NL .s OF THE ALUMINUM ASSOCIATION OF FLORIDA EN SPAN TABLE - FOR COMBINATION - SUPER GUTTER + 2"x6- S.M.B. VARIOUS SPANS OF ROOF PANS "A' VARIOUS SPANS OF SCREEN ROOFS "B" 18, 20' 26' 28' 30' 32' 34' 36' 4'-O" M-6• tr-trIr tr-f tT' tT-P a' -a• tr-s'6'-0'rlr-trtY-Ir tY-r-0'r-rr P22-1' fY-e- 15'-S• 1S'-Y - ta•-r10'-0"r 11'-r12'-0" 1,'-lr .'-Y-]• 1'-e IY-r14'-0"-6• 1J'-6' IJ'-r IT-11• tr-lr a'-r +r-e- CARRIER BEAM - SPAN TABLE S-2 (SUPER GUTTER & 2'x6' S.M.B.) CONVERSION DETAIL ONE �ma YIa• muuN Y ,n. TO CONVERT EXISTING SCREEN ROOM TO GLASS ENCLOSURE, ADD ALUMINUM HAT CHANNEL ( A.A.F.-1) TO EXISTING 1' COLUMN, FROM HEADER TO BASE. Nn. �v sx.s a za• o.c � I' CONVERSION DETAIL TWO I R-tom rn-1/rN• le;mwc olwxa 1 I TO CONVERT EXISTING SCREEN ROOM TO GLASS ENCLOSURE• ADD ALUMINUM 'U- CHANNEL ALLOY 6063-T6 TO EXISTING —---�--- — COLUMN. FROM HEADER TO BASE. SUPER GUTTER ALLOY 6063-T6 T' •fM0 A=1.201nz r 1 3 94LF. I =.46in4 L Sx-1.973inJ 2"x7' S.M.B. ALLOY 6063-T6 A =1.7821n Y WT=2.14d/L.F. I=17.13Qin Sx=4;89i COMBINATION Sx = 6.87in' l-.1W MT 0.1R . G 6fN1 r •'Rxn .(re.1/z' sr.s . r ac rxr slLa Pill NCS axa WTiFA uoiTaT WIN- STAaao® eaed R06� wm ro nr ecw TRRu WLT rn-1/1• slm can •A• vAaars sv-!s VAl6W5 SINS nY SPAN TABLE - FOR COMBINATION - SUPER GUTTER 2"x7' S.M.B. VARIOUS SPANS OF VARIOUS SPANS OF SCREEN ROOFS 'B' is' 20' 22' 24' 26' 1 28' 30' 1 32' 34' 1 36' ROOF PANS 'A' 4'-O" 3a'-r n-r a'-r zr-r ZI'-Y Zt•-r M-e• 'M-r lr-r 6'-0' ]r-e 21'-4• 11'-e M-r W-r lr-e lr-r IP'-r Ir-r Ir-,• 1 8'-0 N•-r 10'-11• fr-r a'-Y 1r-lr le-V Ir-1• tT-tr tI-r tT-T 10'-0" lr-Ir 1r-1 16'-Y le'-0- tT-r IY-,• IT -I• Ir-Ir lr-Y t - 12'-0" IT-r 1T-6• I,- le'-11• tr-r e-6• 0-r lr-e ".-lr tr-r 1 14'-0" tr-r Ir-e• lr-T le'-r fY-tr 1s Ir-Y 13'-Y tY-t' a'-t1• CARRIER BEAM - SPAN TABLE S-3 (SUPER GUTTER & 2'x7' S.B.M.) ---- 2"x7' SELF MATNG BEAM ^�T� WITH INSERT on ALLOY 6063-T6 ,F A = 2.501 S.I. L WT= 2.938/L.F. ,I =21.6991n1 1 Sx =6.351r? SPACING AND SPAN TABLES SPACING SCREEN ROOF 7# PER S.F. SCREEN WALL 10a PER S.F. SOLID WALL 25/ PER S.F. SOLD ROOF 30# PER S.F. 3' 56'-9" 47'-6' 30,-0" 27'-5" 4' 49'-2" 41'-2' 26'-0" 23'-9" 5' 4e-O' 36'-10" 24'-3" 21'-3' 6' 40'-2" 33'-6" 21'-3• 19'-4" 7' 37'-2' 31'-1" 19,-8" 17'-11' B. 34'-9' 29'-0" 18'-5' 16,-0" 9' 32'-9" 27'-S" 17'-4' 15'-10" 10' 31,-0" 26'-0" 16'-5" 15'-0' GLASS ROOM "HAT" (REINFORCEMENT OF .040 POST) ALUMINUM CONSTRUCTION RING IN . DETAILS 2%7" S.M.B. WITH INSERT DRAWN COMPTON SHEET CHECKED NASH SCALE NT.S. 4 z31y7- 1 DATE SEPTEMBER 1987 JOB NO. 87-031 SEAL OF FIVE S EET8 II CAPPg OR P­ oR saEd R— W.fcp 0 W-2 JW M= TYPICAL PLAN VIEW TYPICAL SECTION WALL DETAIL TYPICAL ELEVATION ATTACHED A —FRAME COMBINATION PATIO —CABANA OR CARPORT TYPICAL UTILITY ROOM TYPICAL UTILITY ROOM 'Ir FL21__ i P L t 1W c 2'r 2-f. r.r­ gI11�W 1 uG8iV1Mo161 Ei.. _ AM. 2..r 6' . —T TYPICAL DETAIL END CONNECTION -------------- -------- rr m -/I-o ml. CHAIR RAIL CONNECTION ALTERNATIVES (PER CHAP. XXVII SECTION 2803.) 1. INTERNAL SCREWS 3. INTERNAL "U" CHANNEL 2. EXTERNAL SCREWS 4. EXTERNAL ANGLES RIDGE BEAM RIDGE BEAM SCREEN ROOM (WTH ALUMINUM ROOF) DATE BY DESCRIPTION TREASURE COAST CHAPTER, OF THE ALUMINUM ASSOCIATION OF FLORIDA I.NC. E rN41 NALEERING IN w LN, II 747-7214 ALUMINUM CONSTRUCTION DETAILS DmwN COMPTON • c7 $HEET CHECKED NASH SCALE NT.S. DATE SEPTEMBER1987 REVISIONS