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10178996_2101 N. GREENBRIER - Plan
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Last modified
5/4/2021 11:48:29 PM
Creation date
10/25/2020 5:14:35 PM
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Plan
Permit Number
10178996
Full Address
2101 N Greenbrier St
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SOLID COVER 6.0 POST SPACINGS FOR PAnO AND COMMERCIAL COVERS HIGH WIND AREAE <br />0.042"x: "x8" Box Beam (Detail N30)Double 0.042"x3"x8" Beam (Detail N25) <br />TABLE 6.1 Attached Freestanding or Attached Freestanding or <br />Structure Multispan Units Structure Muttispan Units <br />GROUND TRIB POST POST MAX MAX POST LENGTH MAX MAX POST LENGTH <br />SNOW WIDTH SPACING REQD POST MIN FOOTER 8 |10 | 12 POST MIN FOOTER 8'119 1 12 <br />LOAD (FT)ON SLAB FOR SPACING POST SIZE CONSTRAINED FOOTER SPACING POST SIZE CONSTRAINED FOOTER <br />(PSF)(FT)SLAB (FT)TYPE d Y | Y | -dr (Fr)TYPE d .€ <br />On) On) 1 On) 1 (In) On) (In) 1 (In) (In) <br />105 MPH EXPOSURE B or 85 MPI EXPOSJRE C <br />10 3 22'4 A 8'4" A 19 25 26 27 14'-6- 8 23 28 30 31 <br />LIVE 3.5 19'-5-A 77 A 19 24 25 27 13'-4- 8 24 27 29 30 <br />LOAD 4 1 7-0-A 67 A 20 23 25 26 12-4- C 24 27 29 30 <br />ONLY 4.5 15'-1-A 6'-0" A 20 23 25 26 11'-6- C 25 26 28 30 <br />5 13'-7 A 5'-6" A 20 23 24 26 10-9- C 25 26 28 29 <br />5.5 12'-4-A 5'-2- A 20 22 24 25 107 C 25 26 27 29 <br />6 11'-4-A 4-9- A 20 22 23 25 9-8-C 25 25 27 28 <br />6.5 10'-5-A 4'-6- A 20 22 23 25 9-2"C 26 26 27 28 <br />7 9-8-A 4'-2- A 20 21 23 24 8-9- C 26 26 26 28 <br />7.5 9'-1-A 4'-0- A 20 21 23 24 5-4-C 26 26 26 28 <br />8 8'-6-A 3'-9- A 21 21 22 24 84- C 26 26 26 27 <br />8.5 8-0'A 3'-7- A 21 21 22 24 T-8-C 27 27 27 27 <br />9 7-6-A 3'-5- A 21 21 22 23 TA-C 27 27 27 27 <br />9.5 T-2"A 3'-3- A 21 21 22 23 7-1- C 27 27 27 27 <br />10 649"A 3'-1- A 21 21 22 23 6-10· C 27 27 27 27 <br />11 67 A 7-10" A 21 21 21 23 6-5" C 27 27 27 27 <br />12 5-8-A 27 A 21 21 21 23 6'4" C 27 27 27 27 <br />13 5'-2"A 2-5- A 21 21 21 22 5'-8- C 28 28 28 28 <br />105 MPH EXPOSURE C <br />10 3 22'-8'A T« A 20 26 28 29 13'-0- C 25 30 31 33 <br />LIVE 3.5 19'-5-A 67 A 21 25 27 28 11'-10-C 26 29 31 32 <br />LOAD 4 1 7-0-A 5'-8- A 21 25 26 28 10.11- C 26 28 30 32 <br />ONLY 4.5 15'-1-A 57 A 21 24 26 27 100-2- C 26 28 30 31 <br />5 13'-7"A 4-9" A 21 24 26 27 94" C 27 28 29 31 <br />5.5 12'-4-A 4'4" A 21 24 25 27 9-0- C 27 27 29 31 <br />6 11'-4-A 4'-1- A 21 23 25 26 8'-6-C 27 27 29 30 <br />6.5 10'-5-A 3'-9" A 22 23 25 26 8'-0"C 28 28 28 30 <br />7 8.8»A 3'-7- A 22 23 24 26 7-8- C 28 28 28 30 <br />7.5 9-1-A 5-4- A 22 22 24 25 7-3- C 28 28 28 29 <br />8 8%6"A 3-2- A 22 22 24 25 77 C 28 28 28 29 <br />8.5 8'-0"A 3'-0- A 22 22 24 25 618" C 28 28 28 29 <br />9 TZ A 7-10' A 22 22 23 25 605" C 29 29 29 29 <br />9.5 T-2"A 74" A 22 22 23 25 67 0 29 29 29 29 <br />10 649 A 2'7 A 22 22 23 24 5011- C 29 29 29 29 <br />11 6-2"A 2%4* A 22 22 23 24 5%6- 0 29 29 29 29 <br />12 5'-8"A 7-2- A 22 22 22 24 57 C 29 29 29 29 <br />13 502"A 7-0" A 22 22 22 24 4910 C 29 29 29 29 <br />110 MPH EXPOSURE B or 90 MPI EXPOSJRE C <br />10 3 22%8-A 7-9" A 19 25 26 28 13'-11 8 24 28 30 32 <br />LIVE 3.5 19'-5-A 6·-11-A 20 24 26 27 129 C 24 28 29 31 <br />LOAD 4 1 7-0-A 67 A 20 24 25 27 11'-10" C 25 27 29 30 <br />ONLY 4.5 15-1-A 9-8" A 20 23 25 26 11'4» C 25 27 28 30 <br />5 13'-7-A 5-3" A 20 23 24 26 104 C 25 26 28 30 <br />5.5 12'-4-A 4'-10- A 20 23 24 25 9-9" C 26 26 28 29 <br />6 11'-4-A 4'-6" A 20 22 24 25 9'-3"C 26 26 27 29 <br />6.5 10 5-A 4'-3" A 21 22 24 25 8'-9"C 26 26 27 29 <br />7 9-8 A 4'-0" A 21 22 23 25 8'-4"C 26 26 27 28 <br />7.5 9-1 A 3-9" A 21 21 23 24 7-11 C 27 27 27 28 <br />8 8'-6 A 3-6" A 21 21 23 24 77 C 27 27 27 28 <br />8.5 8'-0"A 314" A 21 21 23 24 7-4" C 27 27 27 28 <br />9 7-6" A 302" A 21 21 22 24 7-0" C 27 27 27 27 <br />9.5 7-2 A 3'-O" A 21 21 22 24 6-9" C 27 27 27 27 <br />10 6'+9"A 2·-11"A 21 21 22 23 6'-6"C 27 27 27 27 <br />11 6-2 A 2-8" A 21 21 22 23 6'-1-C 28 28 28 28 <br />12 5-8 A 2'-5" A 21 21 21 23 5'-8- C 28 28 28 28 <br />13 5'-2"A 27 A 21 21 21 23 5'4 C 28 28 28 28 <br />Double C.040"xrx6.625" Beam (Detail N25) <br />Attached Freestanding or <br />Structure Multispan Units <br />MAX MAX POST LENGTH <br />POST MIN FOOTER 8' | 10 | 12' <br />SPACING POST SIZE CONSTRAINED FOOTER <br />(FT)TYPE d .dr 1 Y 1 Y <br />On) On)(In) I On) <br />13'-1- B 22 26 28 29 <br />12'-0-B 23 26 27 29 <br />11'-2-B 23 25 27 28 <br />10 5-B 24 25 27 28 <br />9'-10-C 24 25 26 28 <br />9-3-C 24 24 26 27 <br />8-10· C 25 25 26 27 <br />8'-5"C 25 25 25 27 <br />8·-€r C 25 25 25 27 <br />r« C 25 25 25 26 <br />T-5-C 26 26 26 26 <br />T-1-C 26 26 26 26 <br />6-10" C 26 26 26 26 <br />67 C 26 26 26 26 <br />5-5" C 26 26 26 26 <br />6-0- C 27 27 27 27 <br />5'-8" C 27 27 27 27 <br />5%4- C 27 27 27 27 <br />11'-9- B 24 28 30 31 <br />10.9- B 25 27 29 31 <br />9-11"C 25 27 29 30 <br />94- C 26 27 28 30 <br />2-9- C 26 26 28 29 <br />8'-3-C 26 26 28 29 <br />T-10-C 27 27 27 29 <br />7-5" C 27 27 27 29 <br />Ta- C 27 27 27 28 <br />6-9" C 27 27 27 28 <br />60€ C 28 28 28 28 <br />6'-3-C 28 28 28 28 <br />6'-0- C 28 28 28 28 <br />9-9" C 28 28 28 28 <br />5'7 0 28 28 28 28 <br />5-3- C 29 29 29 29 <br />4011' C 29 29 29 29 <br />4-r C 29 29 29 29 <br />12'-7' B 23 27 28 30 <br />11'-7- B 23 26 28 29 <br />10'-9- B 24 26 27 29 <br />10'-0- C 24 25 27 28 <br />9'-5"C 25 25 27 28 <br />8'-11 C 25 25 26 28 <br />7-1" C 26 26 26 27 <br />6'-9" C 26 26 26 26 <br />6'€ C 26 26 26 26 <br />6'-4" C <br />6'-1" C <br />5-9" C <br />5'-4" C 27 27 27 27 <br />5'-1"C 28 28 28 28 <br />0.042"xI"x8" Box Bean (Detail 1430) <br />TABLE 6.1 Attached Freestanding or <br />Structure Multispan Units <br />GROUND TRIB POST POST MAX MAX POST LENGTH <br />SNOW WIDTH SPACING REQU POST MIN FOOTER 8' |10 | 12' <br />LOAD (FT) ON SLAB FOR SPACING POST SIZE CONSTRAINED FOOTER <br />(PSF)(FT)SLAB (FT)TYPE Y -d- | d" -d- <br />(in) (in) 1 (In) (In) <br />110 MPH EXPOSURE B or 90 MPH EXPCSURE C <br />25 3 11'4 A 67 A 18 24 25 27 <br />3.5 9%8" A 5'€ A 18 23 25 26 <br />4 54 A 4'-11" A 18 23 24 26 <br />4.5 7-6" A 4'-6- A 19 22 24 25 <br />5 6'-9" A 4'-1" A 19 22 23 25 <br />5.5 6-2- A 3'-9" A 19 22 23 24 <br />6 5'-8"A 3'-6" A 19 21 23 24 <br />6.5 5'-2" A 3'-3" A 19 21 22 24 <br />7 4'-10 A 3'-1" A 19 21 22 24 <br />7.5 4'-6.A 7-11" A 19 21 22 23 <br />8 4-3- A 2'-9" A 19 20 22 23 <br />8.5 4'-0- A 2-7- A 19 20 22 23 <br />9 3'-9- A 2'-5" A 19 20 21 23 <br />9.5 3-7- A 2'-4"A 19 20 21 23 <br />110 MPH EXPOSURE C <br />25 3 1114' A 5'-4- A 19 25 27 28 <br />3.5 9.8•A 49 A 19 24 26 28 <br />4 8%6"A 4'-3- A 20 24 26 27 <br />4.5 T€ A 3'-10" A 20 23 25 27 <br />5 6-9- A 306" A 20 23 25 26 <br />5.5 6'-2 A 3'-3"A 20 23 24 26 <br />6 548- A 37 A 20 22 24 26 <br />6.5 5-2- A 2'-9 A 20 22 24 25 <br />7 4'-10" A T-r A 20 22 24 25 <br />7.5 46" A 7-5-A 20 22 23 25 <br />8 4-3- A 2-3- A 20 21 23 25 <br />8.5 4'-0" A 2'-2" A 20 21 23 24 <br />9 3-9- A 2-1- A 20 21 23 24 <br />9.5 3-T A 141- A 20 21 23 24 <br />100 MPH EXPOSURE B or <br />30 3 9-6-A 6-0- A 17 22 24 25 <br />3.5 87 A 5-3" A 17 22 23 25 <br />4 701"A 4'-9" A 17 21 23 24 <br />4.5 64 A 4'4" A 17 21 22 24 <br />5 5'-8 A 3'-11- A 17 21 22 23 <br />5.5 5'-2-A 3-8" A 17 20 22 23 <br />6 4'-9"A 3'-4" A 17 20 22 23 <br />6.5 4'-4"A 3-2- A 17 20 21 23 <br />7 4'-1"A 2'41 A 17 20 21 22 <br />7.5 3-9"A 2'-9" A 18 19 21 22 <br />8 3%6"A 2'7 A 18 19 21 22 <br />8.5 3'-4-A 245" A 18 19 20 22 <br />9 3'-2"A 2'-4" A 18 19 20 22 <br />100 MPH EXPOSU 7E C <br />A_ 19 22 -21 25 <br />U 25 25 2b 2/30 3 A A 18 24 25 21 10--6-C 23 28 29 <br />8'-1-C 25 25 26 27 3.5 8'-2"A 4.9 A 18 23 25 26 9-T'C 23 27 29 <br />T.E·C 26 26 26 27 4 7-1 A 4'-3"A 18 23 24 26 8'-9"C 23 26 28 r <br />TA"C 26 26 26 27 4.5 6.Ill_A 3'-10"A 19 22 24 25 8'-1"C 24 26 28 &9 1 <br />27 27 27 27 • A <br />27 27 27 27 A' <br />27 <br />l 5 / 8 <br />8.5 jf f <br />2: <br />ICC ESR 1398 (2009 IBC) 10/11/2011 Page 30 of 60 <br />9A <br />Double 0.042"x3"xE Beam (Detail N25) <br />Attached Freestanding or <br />Structure Multispan Units <br />MAX MAX POST LENGTH <br />POST MIN FOOTER 8' | 19 | 12 <br />SPACING POST SIZE CONSTRAINED FOOTEF <br />(FT)TYPE ·d·d- <br />(in) Un) I (In) I om <br />11'-9 C 22 27 29 30 <br />10'-9- C 23 27 28 30 <br />9-11" C 23 26 28 29 <br />942" C 23 26 27 29 <br />87 0 24 25 27 28 <br />6-0- C 24 25 27 28 <br />77 C 24 25 26 28 <br />7-2" C 24 24 26 27 <br />6-10- C 25 25 26 27 <br />6-6-C 25 25 25 27 <br />6'-2 C 25 25 25 27 <br />5'-11-C 25 25 25 26 <br />5-8- C 25 25 25 26 <br />5'-5-C 25 25 25 26 <br />10'-6-C 24 29 31 32 <br />97 C 25 28 30 32 <br />C 25 28 30 31 <br />E.1-C 25 27 29 31 <br />T-T C 26 27 29 30 <br />7'-1-C 26 27 28 30 <br />6-8- C 26 26 28 29 <br />6-3"C 26 26 28 29 <br />5-11" C 26 26 27 29 <br />5%8"C 27 27 27 29 <br />5%4"C 27 27 27 28 <br />15 & U 29 A 26 1 <br />5'-1"C 27 27 27 28 4'-11" <br />4-11-C 27 27 27 28 <br />4-8 C 27 27 27 28 4'-6- <br />11'-5-C 21 26 27 29 10'-5- <br />10'-5 C 21 25 27 28 <br />9.r C 21 25 26 28 8'-9" <br />8'-11-C 22 24 26 27 8'-2" <br />8-3-C 22 24 26 27 T€ <br />T.9 C 22 24 25 27 Tk <br />7-82 C 22 23 25 26 6'-10" <br />6%11-C 23 23 25 26 <br />C 23 23 24 26 6'-2" <br />6'-3-C 23 23 24 25 5010" <br />5'-11-C 23 23 24 25 9-r <br />5'-8 C 23 23 24 25 5'-5" <br />5'-5"C 23 23 23 25 5'-2. <br />T.T C 24 26 27 <br />24 25 27 |28, <br />!1Z <br />N'<·4EE>*>f04*E OF CAL\ \ <br />Double 1.040-x2"x6.625- Beam (Detail N25 <br />Attached Freestanding or <br />Structure Multispan Units <br />MAX MAX POST LENGTH <br />POST MIN FOOTER 8' |1 | 12' <br />SPACING POST SIZE CONSTRAINED FOOTER <br />(FT)TYPE ·d -d | -d..d• <br />M on) 1 Un) 1 {in) <br />104- B 22 26 27 29 <br />9-9- C 22 25 27 28 <br />5% C 22 25 26 28 <br />8'-5"C 23 24 26 27 <br />7-11 C 23 24 26 27 <br />7-5- C 23 24 25 27 <br />7-0- C 24 24 25 27 <br />6'-8"C 24 24 25 26 <br />64" C 24 24 25 26 <br />6'-1-C 24 24 24 26 <br />5-10" C 24 24 24 26 <br />5'7 C 25 25 25 25 <br />5%4" C 25 25 25 25 <br />5'-2" C 25 25 25 25 <br />9-r c 23 27 29 31 <br />8'-9" C 24 27 29 30 <br />8·-1 C 24 26 28 30 <br />7-6- C 25 26 28 29 <br />7-0" C 25 26 27 29 <br />6'-7- C 25 25 27 29 <br />5-3 C 26 26 27 28 <br />5'-11 C 26 26 26 28 <br />57 0 26 26 26 28 <br />5-4" C 26 26 26 27 <br />5'-1- C 26 26 26 27 <br />C 26 26 26 27 <br />C 27 27 27 27 <br />C 27 27 27 27 <br />8 20 24 26 27 <br />C 20 24 25 27 <br />C 21 24 25 26 <br />C 21 23 25 26 <br />C 21 23 24 26 <br />C 22 23 24 25 <br />C 22 22 24 25 <br />C 22 22 24 25 <br />C 22 22 23 25 <br />C 22 22 23 24 <br />C 23 23 23 24 <br />C 23 23 23 24 <br />_C_ 23 ...23 23 24 <br />ONAL254 <br />641 &9\ \41 <br />T\£\1 15/10/NON / <br />'1VIL / <br />CT 20 2011 <br />DV 5 2012 <br />. <br />1/ 0 Al\-,# 11 , <br />lir es 9/301101
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