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SOL.ID COVER 5.0 POST SPAC;NGS FOR PATJO AND COMMERCIAL COVERS IN 90 MPH WIND AREA0-042"#3'48" Box Beam (Detail MU76)1 Double 0.042"xy'*8' Beam (Dulall MU11 3) Dot.bio 0240:92 *6-625' Beain (Detail MU;13)0·012'*3'x8' Box Beairt (Deiaij MU76} # 100ubm 0,0,<223"*8'; Beam (Detail, All)'113) Doubt& 0.040-x2036.625" Beam (D€vail MU113)
<br />TABLE 5.1h Allautted IFreestanding w _ Attached
<br />TABLES.1;Ailached lk-reeslanding 01 1 Attached Freeslanding oi XEU;21'Preestanding oi
<br />Freestard-Ing 1 - Attached-fteestar'ding 01 Slructure iMulliapan Unite SIn£ture M,!Itispan Units 'Slructure [Mullispan Unils
<br />Struct.i.:,0 Il#Atpa,1 Units Struclii re 1.ititfist,an Units Skucure 'Mull.span lk,its
<br />GiCOUN[i f TRIO POST POST MA): 1 MAXPL·S.·LENGTH i i MAX POST LENG I H MAX MAXPOST I.ENG·11·1 61:6-fiND TRiB POST POSI-|% MAX MAXPOST LENGTH MAX:U.AX POST 1.Efa:THGNOW WIi]-11-1· SEMCING :,EQ'[g POSI' MIN 1Fdo-FER 25· 10· 12' POSr MIN BFOOTERA 8· 10· 12· it, POST MiN FOGIER S' 10' i 12' 2 :SND'W iVA[}114 SPACIN{4 REG·Di poST MIN 01FER 8' i ICI' 12' #I 'y»r M •·"' LoTE a· 9 -10· F 12' posT ,1 m 1 12 1
<br />LO/·iD 1 (FT) ON SLAB , FOR ?,SPACING. FCST SIZE
<br />SIZE CONSTRAINED FCOTER-SPACIN{4:ONSTRaiNED FCO·I·ER
<br />CONS'TRASNED FOG·1·ER SPACINGN POST S12E CONS! RAINiED FOOTER SPACING POST S[ZE CONSTRA;i·VED FC<)TER LOAD (}-1-3 ON bLAE# FOR ;SPAC]NG r'OST k SCZE CON,1 RAINED r-00·113 1(Pt; 5 (1) SLAM'j JFT) , TYPE " ··.r C} 1 2- 1, (FT) T)·PE g -d- *d» ;, V· -0- (FT> =TYPE 'd" d· -ir '0 (ps'=)[Fi) 9 SLAB (Fr) -rYPE f -d• ir | ·d• | 9· | (.1-T)"d" [-'i 'dr ,
<br /> ,Gq): Gn) H (ir,) 4 2:CiA) :U {in) On) 8 0,0.1 (ill) 1 Cm)i (in) fln>
<br />MAX SPACINGr'Csr !
<br />"d•
<br />. POST SIZIE 1
<br />1-fPEB V
<br />90 MPH EXPOSURE D
<br />90:MPH EXPOSURE C er 105·MPH EXP•)St;RE B
<br />8 6·-11" ' A i 17 ' '5 - 23 2-8 L ·12* d 1 21 25 .27 1 28 11'25" C 20 , 24 25 2624 | 11'.7-' f D | 21 25 -26 27 10·45·• ' G 20 23 25 -26 40
<br />i LOAD- 4 17 . 24
<br />1 ONLY ; 4.5 8 5-1' B : 17 21 . 22 23 9-11" ' 1 22 24 25. 27 :940' D 21 5 23 24 25
<br />77-1"
<br />I ;6 iS·-11' 8 4'-07 8. 18 20 21 22 J ' 8·2 D 23.23 24 ' 26 7'47' 3 D 22 22 , 23 246.5 5'-5 1 8 349,1 11 1.18.19 ' 27£ 22 7-10- i E .23 23 2-4 25 7-3.·' D 22 1 22 23 2454" 8 8'26- B 18 0 10. 21 22 7-2 · E 23 · 23 24. 25 E-11·1 D 22 22 23 24 ,
<br />I 7.5 4'-90 B 18 ·192022· 7-1'· 'E·23232425 57-D 25 23 23 24
<br />8 41-5" B 3·-1·1 1 8; 18. 19 ! 20 -21 6·-9* E 23 23? 23 25 6'•4" E 23 23 22; 24
<br />i' 8.5 4'-2·2,11·•B 18 , 19. 20 21 6,16" ; E -23l 23, 23 24. 6%1·' E 23. 23 ' 23. 23
<br />9 3Lil Bi 2'-9*B 18 z 12. E. 20 21 23 : 23 23. 24 5'-10" E 23 i 23 23 ,23
<br />9.5 : 3-9' B · 2,-8• B i 18, i 18' b 20 21: 1 '5'-11·' i :E 24 | 24, .24 24 :5'-89 E 23 23 23 23 60
<br />10 8 2·-fi" 8. 18 ! 18 20 2-1 5·-9'· ' 2 24 24 24 24 E 23 23 23.23
<br />3 1 7,4
<br />3.5 1 F2
<br />4 5.5-
<br />4.5 4'29"Ar 4.4
<br />5.5 ' 3dl-
<br />6
<br />6,5 3'-4 "B
<br />3'1-
<br />7.5 2-10» B
<br />8 , 2'-8" , B:i
<br />8.5 BI
<br />m m m·mamm 4'·4"
<br />3'··10'·
<br />3-6
<br />3'-2?
<br />241•
<br />2-8•
<br />2'26'·
<br />2-4.
<br />2·-2·
<br />2.1"
<br />1 011"
<br />| B . 17 22 24 | 25
<br />17 22. 23 25 | 8'-10·
<br />17 21 23 | 24
<br />17 Z1 22. 24 1 7'-6
<br />17 21 22
<br />21
<br />18
<br />18 19. 21. 22 4·46"
<br />19 20 22 44"
<br />0,1./como>
<br />27 29 8%11' D T 21 24. 26 27 gD 22- f -4 28l 801• 0- 21 24- .,26 27 1
<br />D 22. 25 26 28 7-6 D 21. 24 25 26 |
<br />E 22 24 :26 27 | :G'-11»U 22 :23 M
<br />£ 23 '24 :26 6,48" 17 22. 23 24: 26
<br />E 23 24 25 .27 N 8·2·1·22 23 25
<br />E
<br />E 25' : 26 23 :23
<br />E E 25
<br />E 23 25
<br />E #23 23 24 25 4'.8"E 23 23 Z3 24
<br />24'24 251' 466' 8 1 23 1 - 23 -23. 24
<br />90MPHEkPOSURED or 105 MPH EXPOSURE 6
<br />3 2 4'-10·' | H 4'.e
<br />11 · 3
<br />5 15 U 4'·2" M B 3·-6··
<br />7 6 74" I B 18 '18: 19 21 · 5·4" i E
<br />34.
<br />24 24 24 , 24 5•.1•·E 24 24 24 24 4 CS•.-7-S
<br />B
<br />iS . 27 29 30 10'4' C 22. 25 27 28
<br />23. 26
<br />2'-11"B
<br />28:29 9'-10·'22 25 27 ' 28 5.5 2-7 B
<br />24 26 - 28 29 9-1" ) D 23 25 26 28
<br />B
<br />24 25 27 29 845·' D 23 24 26 27 65 2,+- B
<br />24 25 27 28 7'-11·· 0 24 # < 25 27 7 8
<br />21 25: 26 28' 1 1 7·46·· . 0 24 24: 25 28
<br />25 25 26 27 7'-1 -, ED 24 24 25 26 OVER·
<br />25 26 27 ' 6·-9" 0 24 24 | 25 26 HANG
<br />25 25 25 27 6'-S" 2 25 . 25 25 26 (Fr)
<br />25 25 25 27 . | 691" i E 25, 25 25 26 0'3'3.3·4·
<br />25 25 25 26 5-10" : E 25 25 ' 25 25 1•3.5 4'4.5
<br />26 20 26 26 | :5'-8• E. 25 - 25 25 25 | 2 Wa :11/8 :rd:
<br />26' 26 26: 26 :5'-5" E 25 25 :25 25 3•Illa n/a /9
<br />2&26 26 26 i 5-9·:E 25 25 25 25 4·ala nia
<br />99·MPI 1 EXFOSUIER· C or 105 M 'H EXJ'OSU:EE B
<br />2'.·10"
<br />20 11'-·:0"18 24 | 25 26 11*to. :0 1
<br />3.5 10'·2· 8 B 19 23 1 M 26 10'-10" 0
<br />4 ! E-1 1- 8 5'-1" 8. 19 22 ' 24 25 9'·417 D
<br />4.5 j 7-11'· | B 447- 8 19 ' 22 .24 25 *-3- b5 | 7-1' | B 4•42* 8 19 22.23 25 89 D
<br />5.5 69 8 7-11" 3 19 21 | 23 24 8'-1" E
<br />6 5·-11" B 3'-7'• 8 19 21 1 23 24 748- E
<br />65 8 3-4"B 19' 21 , 22 24 T-2'
<br />7 3.2" 1 B 19 21 23 23 6'-10"E
<br />7:5 43-95 B 2·-1'1'· I B 20 22 23 E
<br />8 4·:5·8 :2'-9 B 19 20 22 23 E
<br />85 4'-2··2.-8··B 20 20 21 23 541- E
<br />9 3'-11 8 2'=67 1 B 20 20 21 23 5,8.E
<br />9.5 0-9" :B , 2'-5- | B < 20 20 21 22
<br />2'-7
<br />2·-4
<br />24"
<br />2'20"
<br />1410
<br />TABL E 5.2 TFUE UTARy WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES
<br />PROJECTION OF SINGLE SPAN STUCTURES (FT)
<br />10· 11' 12· 13 14' 15' 16' Tr 12
<br />4.5· 5 5.51 6· 6.8 7 7.5·8, 8.9 9,
<br />5 5.5'6· 6,5'7 7.9 8· 45 9' 9.5
<br />Txfa n/a 6.5'7· 7.5' 8'8.5 9.9 9
<br />nia ·Wards 144 rf/a mi 9.9 10· 10.6
<br />nta Wa nia Na Wa nda nja Wa nja Na
<br />27 28 7:8" 0 20. 24. 25 27'f f - 11- j = -1 l- =E l f26 27 P 7·4· D 20.23.25 26
<br />25 27 i 8'-5" E 20 23: 24.26
<br />25
<br />24 25
<br />24. 26 57 25
<br />22: 25 24
<br />24 25 23
<br />23
<br />21 21 24
<br />4'-4"E 22 22 23 24
<br />let 20· 21· 22·10.5' 11'
<br />10' 105 lil'11.5'
<br />10.5' 1¥ 11.57 · 12
<br />11' 11.5' 12 12.5'
<br />Wa lia 12.5·13'
<br />90 MPI-· EXPOSURE- B
<br />25 1 3 11'-4' ' a 6'-11" A 17; 22 237 i25 12-8'
<br />[ 3.5 9.-6.8 6·-2- 8 17 21 23 24 ' 11·-7
<br />4 1 4.-6"B 5'-6"B 17 . 21 22 24 10'-8'·
<br />45 7·-6'B 5··1" 8 17 21 22 23 9•-17
<br />5 6'« 8 4'48· B; 18 20. 22 23 9'<r
<br />515 ;i 6,-24 8 49 B 18 20 5 21 23 849"
<br />6 1 5'-8 E' i 4'.0' B 18·20 21 . 22 5-3"
<br />6.5 5•-29 B 3·-8 8 18 19 21 22 7-10"
<br />7 | 4'-10" B 3'4' B 18 19[ 21 22· 7-5
<br />75 1 4*8 3·-3·· 8 18 19 20 22 7'21"
<br />8 4'-3"B 3-1" B 18 19 20 21 6'-9"
<br />8.5 44 8 2·-11·'8 18 19 20 21 6·€·
<br />9 | 34- 8 < 2'-9- 8 18 | 18 . 20 '21 6'-2-
<br />9.5 3-7- 8 2'-8-8 18 18 20 21 94'1"
<br />10 3'4 8 2·-8' 8 18 18 20 21 5-9
<br />GENERAL INSTRUCTIONS FOR THESE TABLES
<br />1. CHOOSE FREESTANDING OR ATFACHED STRUCTURE
<br />2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT
<br />3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCIURESITE
<br />(PATIO UNITS USE 10 PSF MIN. COMMERCIAL UNITS
<br />USE 20PSF: MIN)
<br />4. CHOOSE A PANEL FROM SECTION 4.0 THAT HAS
<br />r ADEQUATE CLEARSPAN FOR YOUR NEEDS.5. 0[AERMINE TRBUTARY WIDTH FROM TABLE 52 OR
<br />CALCULATE FROM -1-RIBUEAR DtAGRAM ON MUSAGN01
<br />6. CHOOSE A HEADER FROM TABLE 5.1 THAT HAS ADEQUATE
<br />POST SPACING.
<br />7. USE THEAPPROPRLATE FOOTER WZE SHOWN TABLE 5'.1
<br />ICC ESR 1953 (2009 IBC) 12/5/2011
<br />C 21 26 27 28 if-7 C : 20. 24 25 -1 26 .TABLE 5.3 Post Requirerients
<br />0 21 25 l 26 . 27 10·-5" G: · 20 ' 23 25 1 26 ,for Attached Single Span Structures
<br />D 21 24. 26 27 9%8" C 21 23 24 i E 1 Post Desciiption Max POSTI
<br />6 22 24 25. 27 940" D # 21 23 2A1 | 25 Hgt CODE] Delail
<br />D 22 23 , 25 26 8.66 0 :21 1 22 24 i 25 T·.vin. 0.012",1.5•xl.··3· Scioll 8' A IMuioo
<br />D 22 53 25 26: .1 8'-0- b 22 22 23- 25 11-win 0 062"y.1.5"xi.5' Scroll 9'B 1 MU·100
<br />E 23 | 23 24 26 7,7· D . 22 ! 22. 23 24 0.024"x:r'xy' Post w/ Sideplale 12' B f MIJ93
<br />E 23 23 24 25 · 73' D . 22 ,1 22 23 24 Alurrio.·032">0'·K)"Lockseam 12' C j MU89,
<br />iE: 23 : 23 24 25 61-11·· D : 22 22 23 24 Alurn 0.040"%3"x 3" Lockseam 12' D i Mu89,
<br />E- 23. 23 24 25 67 E | 23 23 23 24 Alurn 0.055"xMAT' Fluted 12 E 0,10
<br />E 23 23 23 :25 6:4" E ' 23 23' 23 24 Steel 0.045'xhy Lockseani 12'F I MU80
<br />E 23 23 23. 24 6'-1" E 23 23 23 23 |Alum 0.120'x3'k3" Square 10'G ! Mt.196 i
<br />E | 23 23 23 24 5-10· El 23 23 23 23 Alurn 0.12094";<4" Square 12' H Muso |
<br />E 1 24 24 24 24 528'E 1 23 [ 23 23 23 Steel 3/16"*8"%3" 15' MUS:i
<br />E | 24 24 , 24 24 E ; 23 23 23 23.<.Steel 1/4'-x.3"*5 15' J i.iU'3
<br />Steel 3/16"x494"1 15' ,K j MU93}
<br />8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN |Stoyl 3/165(5175'15' 4 - < Mue T
<br />TABLE 6.1 AND TABLE 5.3. UPGRADETHE POST F THE
<br />HEIGHT IS NOT SUFFICIENT.FREESTANDING AND MULTIRFAN UNITS USE TABLE 5.49. Fl]249'7?NE 0/C SPACING OR#OF FASTENERS FORATTACHING TO WALL'FROM TABLE 7.5 AND/OR 7.7
<br />10. WmETHE APPROPRIATE DETAiLS (MU01-MU 120)
<br />FOR RATO SLABS: MULCW 1 -6 FROM ABOVE THENSLAB 7. DETERMINE MKLMUM POST SPACING ON SLAB FROM TABLE 5-151-AB 8. USETHESMAL[.]ER OFTHEPOST SPACING ON SLAB OR HEADER PQST SPACING
<br />SLAB 9. FOLLOW 9-j[ 0 FROM ABENESLAB 10. FORTRO POST STRUG URER* USETAErEEW.:ROMS,HEET M3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES
<br />Page 40 of 101
<br />iTABLE 5.4 Post Requirements for
<br />Multispan and Freestanding Structures
<br />Post Desctiplicn Max Maximum PosT Detail i
<br />Height Footing: CODE Stee[ 0 043'k30>:3" Lockseam 8' d= 21" ' E 1 MU89.j
<br />Alliin 0.120"€3"*3" Square 10' d= 22' 8 1 MU96
<br />Alurn 0.120' x3"x3- Square 8' d =24" C 1 MU06
<br />|Alurn 0 120'*4'44· Square 10' d =27'E |MU50
<br />Alurn 0.120"y4"x." Square 8' d = 29"E |MU50
<br />|Ste•:13.·'18'b,3"x'.9. .12' d =28"E |MU93
<br />Isteel iM·'xi'xy 12' d = 30" E MU93
<br />(Sleei 3.6'94"Al' 15' d =28" G'l MU93
<br />1Steel 3.-'16"x4'>4" |12' d = 31•1 MU93
<br />|Steel 3/'16-'x5'*5 15' d =
<br />Steel 36·ir"x5'15'·10' d = 38"J . MU93i341 H MU93
<br />-*io#/2=_,L
<br />BU'LD NG PRODUCTS
<br />2440 AlbrightHouston, TX 77017 <,<GERN €j'
<br />(713) 946-9000
<br />Car! Putnam. P. E.
<br />3441 ]vylink Plac€
<br />Lynchburg, V.A 24503 l ,1 /-3- -:rcartputrlam@comcast. nel r x x 1 \%042%24441.
<br />DEC 52011 \/
<br />31
<br />9 1.J
<br />3
<br />k
<br />t
<br />8 1/ 21.2324 8-4, E 20? 25:
<br />B 16 :24 22· j 24 || 7'-6- E 21; 24B :16: 21 22 23 : ,6·-10" E 21 24
<br />B 16 20. 22 23 6·-3-F 21 2319. 21 22 9-1" F 22_B 16 20 i 21 23 & 5'-10" F 21 23
<br />B 16 20 21 | 22
<br />B 168 16 19 21 | 22 | 4·4- F 22. 22
<br />16 1.9 _30-1 22 U :116- F 22 22
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