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10178996_2101 N. GREENBRIER - Plan
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10178996_2101 N. GREENBRIER - Plan
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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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LATTICE COVER 2.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS 90 MPH WIND AREAE <br />0.042°xyx8" Box Beam (Detail Ll)Double 0.042"x3"x8" (Detail L-12) <br />TABLE 2.1 Attached Single Freestanding or Attached Single Freestanding or <br />Span Structure Multispan Units Span Structure Multispan Units <br />GROUND TRIB MAX POST MAX MAX POST LENGTH MAX MAX POST LENGTH <br />SNOW WIDTH POST REQ'D POST MIN FOOTER 8' |10 | 12 POST MIN FOOTER 8' |10 | 12' <br />LOAD (FT)SPACING FOR SPACING POST SIZE CONSTRAINED FOOTER SPACING POST SIZE CONSTRAtNED FOOTER <br />(PSF)ON SLAB SLAB (FD TYPE ·d·(FT)TYPE ·d·.cr | .d .0 <br />(FT) (In) Un) 1 On) 1 On) (In) On) I On) On) <br />90 MPH EXPOSURE B <br />10 3 22'-8-A 13'-6- A 18 23 25 26 20'-10" A 21 25 27 28 <br />LIVE 3.5 19'-5-A 12'-4- A 18 23 24 25 19-3- A 21 25 26 28 <br />4 17'-0-A 11'-4- A 18 22 24 25 18'-0- 8 22 25 26 27 <br />4.5 15'-1-A 10'-7- A 19 22 23 25 16%11"8 22 24 26 27 <br />5 13'-7- A 9'-11- A 19 22 23 24 16'-0- 8 22 24 25 27 <br />5.5 12'-4-A 9%4" A 19 21 23 24 15-2- 8 23 24 25 26 <br />6 11'-4-A 809" A 19 21 22 24 14'-5 8 23 23 25 26 <br />6.5 10'-5-A 8%4" A 20 21 22 24 13'-10" 8 23 23 25 26 <br />7 9-8-A 7'-11- A 20 21 22 23 13'-3" C 23 23 24 26 <br />7.5 9-1-AT-TA 20 20 22 23 12 9. C 24 24 24 26 <br />8 8'€A 7-3- A 20 20 22 23 12'-3' C 24 24 24 25 <br />8.5 89 A 6'-11- A 20 20 22 23 11'-10- C 24 24 24 25 <br />9 Te A 618- A 20 20 21 23 11'-5- C 24 24 24 25 <br />9.5 7-2-A 6'-5- A 20 20 21 22 11'-1- C 24 24 24 25 <br />10 6-9"A 6'-2- A 20 20 21 22 10'-9- C 25 25 25 25 <br />11 6'-2"A 5'-9- A 21 21 21 22 10'-1 C 25 25 25 25 <br />12 5'-8"· A 5'-5 A 21 21 22 23 97 C 25 25 25 25 <br />13 5'-2"A 591" A 21 21 22 23 941" C 25 25 25 25 <br />90 MPH EXPOSURE C <br />10 3 22'-8-A 13'-6- A 20 25 27 28 20'-4- A 23 28 29 31 <br />LIVE 3.5 19'-5-A 12'4 A 20 25 26 28 18*-9- A 23 27 29 30 <br />4 17-0-A 11'4 A 21 24 26 27 17-6- 8 24 27 28 30 <br />4.5 15'-1 A 10'-7- A 21 24 25 27 16·-5- 8 24 26 28 29 <br />5 13'-7-A 9-11- A 21 24 25 26 15-6- 8 25 26 28 29 <br />5.5 12'-4-A 94" A 22 23 25 26 14'-9- 8 25 26 27 29 <br />6 11'-4'A 8-9- A 22 23 25 26 14'-0- 8 25 25 27 28 <br />6.5 10'-5"A 84- A 22 23 24 26 13-5- 8 26 26 27 28 <br />7 9-8"A 7-11'A 22 23 24 25 12'-10* 8 26 26 26 28 <br />7.5 9'-1"A nr A 22 22 24 25 1244" C 26 26 26 28 <br />8 8'-6-A 7-3- A 23 23 24 25 11'-11·C 27 27 27 27 <br />8.5 5-7 A 6011' A 23 23 23 25 11'-6' C 27 27 27 27 <br />9 T€A 6-8 A 23 23 23 25 11'-1 C 27 27 27 27 <br />9.5 7-27 A 605- A 23 23 23 24 100-9" C 27 27 27 27 <br />10 6-9- A 67 A 23 23 23 24 100-5 C 27 27 27 27 <br />11 6-2-A 5-9- A 23 23 23 24 9-10- C 28 28 28 28 <br />12 5'-8-A 5'-5" A 23 23 23 25 9'-3"C 28 28 28 28 <br />13 57 A 5'-1"A 24 24 24 25 8'-10· C 28 28 28 28 <br />90 MPH EXPOSURE B <br />20 3 11'-10-A 9-1" A 16 21 23 24 14'-10- B 18 24 25 26 <br />LIVE 3.5 10'-2 A 8'-2" A 16 21 22 23 13'-7- B 19 23 25 26 <br />4 8'-11-A T€ A 16 20 22 23 12'-7- C 19 23 24 25 <br />4.5 7·-11-A 5-11- A 16 20 21 23 11'-9- C 19 22 24 25 <br />5 7'-1 A 6-5- A 16 20 21 22 11'-0- C 20 22 24 25 <br />5.5 6'-5-A 5-11- A 17 20 21 22 10-5- C 20 22 23 25 <br />6 5'-11-A 57 A 17 19 21 22 5-10- C 20 22 23 24 <br />6.5 5-5-A 57 A 17 19 20 22 9-5" C 20 21 23 24 <br />7 5'-1"A 5-0" A 17 19 20 22 8'-11-C 21 21 23 24 <br />7.5 4·-9"A 4-8" A 17 19 20 21 8'7 C 21 21 22 24 <br />8 4-5 A 4'-5" A 17 19 20 21 8'-2"C 21 21 22 23 <br />8.5 47"A 47 A 17 19 20 21 7-10- C 21 21 22 23 <br />9 3-11 A 3-11- A 17 19 20 22 7-7- C 21 21 22 23 <br />9.5 3.9-A 3'-9- A 17 19 21 22 T-3-C 21 21 22 23 <br />10 3'-6"A 3'-6- A 17 19 21 22 74" C 21 21 22 23 <br />11 3-2 A 3'-2- A 17 20 21 22 67 C 22 22 22 23 <br />12 2·-11-A 2'-11' A 17 20 22 23 67 C 22 22 22 23 <br />13 7-8-A 2'4" A 17 20 22 23 5·-10" C 22 22 22 23 <br />Double C.040"x2"x6.6.5" (Detail Ll 2) <br />Attached Freestanding or <br />Structure Multispan Units <br />MAX MAX POST LENGTH GROUND <br />POST MIN FOOTER 8' |10 | 12'SNOW <br />SPACING POST SIZE CONSTRAINED FOOTER LOAD <br />(Fo TYPE 'd -d- | .d- | .B (PSF) <br />On) (In) I (in) I (In) <br />18%8' A 20 24 25 27 30 <br />1T.3 A 20 23 25 26 <br />16·-1 A 21 23 24 26 <br />15-2 8 21 23 24 25 <br />14'-4- B 21 22 24 25 <br />1348 8 22 22 24 25 <br />13'4 8 22 22 23 25 <br />12'-9 8 22 22 23 24 <br />11'-11- 8 23 23 23 24 <br />11'€ 8 23 23 23 24 <br />11'-1- 8 23 23 23 24 <br />10-9- B 23 23 23 24 <br />10-5· C 23 23 23 24 <br />10'-1-C 24 24 24 24 <br />9-9- C 24 24 24 24 <br />97 C 24 24 24 24 30 <br />8'-9" C 24 24 24 24 <br />8'-4" C 25 25 25 25 <br />18'-2- A 22 26 27 29 <br />16'-10- A 23 25 27 28 <br />15'-8- A 23 25 27 28 <br />14'-9- A 24 25 26 28 <br />13 11-B 24 24 26 27 <br />137 8 24 24 26 27 <br />12'-8- B 25 25 25 27 <br />12'-1- B 25 25 25 27 <br />117 8 25 25 25 26 <br />11-2 8 25 25 25 26 <br />10-9- B 26 26 26 26 <br />19-5- 8 26 26 26 26 40 <br />10-1- 8 26 26 26 26 <br />9-9- C 26 26 26 26 <br />9-6- C 27 27 27 27 <br />5-0- C 27 27 27 27 <br />8'-6-C 27 27 27 27 <br />8'-1 C 27 27 27 27 <br />13'-4·8 18 22 24 25 <br />12'-3-8 18 22 23 24 <br />11'-5 B 18 21 23 24 <br />10-8- 8 19 21 23 24 <br />104- C 19 21 22 23 <br />9·-6-C 19 21 22 23 <br />94 C 20 20 22 23 40 <br />8-7- C 20 20 22 23 <br />E-3.C 20 20 21 23 <br />7-10· C 20 20 21 23 <br />r-r c 20 20 21 22 <br />T-3 C 20 20 21 22 <br />DO" C 21 21 21 22 <br />6-9- C 21 21 21 22 <br />6-7" C 21 21 21 22 <br />6-2- C 21 21 21 22 <br />5'-10- C 21 21 22 23 <br />5-6- C 21 21 22 23 <br />0.042"x i-x8" Box Bee n (Detail Ll) <br />TABLE 2.1 Attached Single Freestanding or <br />.. span Structure Multispan Units <br />TRIB MAX POST MAX MAX POST LENGTH <br />WIDTH POST REQ'D POST MIN FOOTER 8' |10 | 12' <br />(FT)SPACING FOR SPACING POST SIZE CONSTRAINED FOOTER <br />ON SLAB SLAB (FT)TYPE Y .dr I ·,.d. <br />(FT) (in) «n) 1 (in) (In) <br />90 MPH EXPOSURE B <br />3 8'-0"A 7-10'A 15 21 22 23 <br />3.5 6'-10-AT-0- 815 20 22 23 <br />4 6'4 A 6'-5" 8 15 20 21 22 <br />4.5 5'-4"A 5·-10" 8 15 19 21 22 <br />5 4'-10" A 9-5" 8 16 19 21 22 <br />5.5 4'-4 A 5'0"B 16 19 20 22 <br />6 4'4 A 419" 8 16 19 20 21 <br />6.5 3-8"A 414" 8 16 18 20 21 <br />7 3-5- A 4'-0- 8 16 18 20 21 <br />7.5 3'-2"A 3-9- 8 16 18 20 21 <br />8 3-0"A 3'-6- 8 16 19 20 21 <br />8.5 2'-10"A 3'-4- 8 16 19 20 21 <br />9 2'-8"A 3'-2-8 16 19 20 22 <br />9.5 Z€A 3'-O-B 16 19 21 22 <br />90 MPH EXPOSURE C <br />3 8'4 A 7-10" A 17 22 24 25 <br />3.5 6'-10"A 7%0" 8 17 22 23 25 <br />4 6'-0"A 6-5- 8 17 22 23 24 <br />4.5 5'-4"A 5·-10- 8 17 21 23 24 <br />5 4'-10"A 5-5 81721 22 24 <br />5.5 4'4 A 5'-0" B 18 21 22 23 <br />6 4'-0-A 4'-9" B 18 20 22 23 <br />6.5 3'-8-A 4'-4- B 18 20 22 23 <br />7 3'-5 A 4'-0- B 18 20 21 23 <br />7.5 3'-2-A 3'-9" 8 18 20 22 23 <br />8 3'-0-A 3'-6" B 18 20 22 23 <br />8.5 2'-10"A 3'-4 B 18 21 22 23 <br />9 7-8-A 3'-2"B 18 21 22 24 <br />9.5 2'-6-A 3·4 8 18 21 22 24 <br />90 MPH EXPOSURE C <br />3 6-1-A 6-5- B 16 22 23 24 <br />3.5 5'-2-A 57 B 16 21 23 24 <br />4 4'-6-A 5'-2- 8 16 21 22 24 <br />4.5 4'-0-A 4-9" B 16 20 22 23 <br />5 3-7-A 4'-3" B 16 20 22 23 <br />5.5 3'-3"A 3'-11"B 16 20 21 23 <br />6 3'4 A 3'7 B 16 19 21 22 <br />6.5 9-7 A 3'-3" B 16 20 21 22 <br />1 2-7 A 3'-1" B 16 20 21 23 <br />7.5 9-5 A 2'-10- B 16 20 22 23 <br />8 2-3-A 2'-8" B 16 20 22 23 <br />8.5 2'-1- <br />9 2'4 <br />90 MPH EXPOSURE 8 <br />Double P.042'x3"x8" (Detail 112) <br />Attached Single Freestanding or <br />Span Skucture Mullispan Units <br />MAX MAX POST LENGTH <br />POST MIN FOOTER 8' |10 | 12' <br />SPACING POST SIZE CONSTRAINED FOOTER <br />(FT)TYPE 9 9 | d 'd' <br />(in) (in) I (In) (In) <br />13'-1· C 18 23 24 26 <br />17-0" C 18 22 24 25 <br />11'-1" C 18 22 24 25 <br />10'-3"C 19 22 23 24 <br />94" C 19 21 23 24 <br />9'-1"C 19 21 23 24 <br />8'-7" C 19 21 22 24 <br />8'-1"C 19 21 22 23 <br />7-9" C 20 21 22 23 <br />1-4- C 20 20 22 23 <br />1-0" C 20 20 22 23 <br />6'-9 0 20 20 21 23 <br />6'-6.D 20 20 21 22 <br />6'-3" 0 20 20 21 22 <br />13'-1 - C 20 25 27 28 <br />12'-0" C 20 25 26 27 <br />11·-1" C 21 24 26 27 <br />10-3- C 21 24 25 27 <br />9-8-C 21 23 25 26 <br />9'.1 C 21 23 25 26 <br />8-1-C 22 23 24 26 <br />8'-1-C 22 23 24 26 <br />7-9- C 22 22 24 25 <br />TA-C 22 22 24 25 <br />74" C 22 22 23 25 <br />69 0 22 22 23 25 <br />616" 0 23 23 23 24 <br />6'-3" 0 23 23 23 24 <br />11'-1- C 19 24 26 27 <br />10'-1- C 19 24 25 27 <br />9-4-C 19 23 25 26 <br />8'-7" C 20 23 24 26 <br />8'-0" C 20 23 24 25 <br />T€C 20 22 24 25 <br />7'-1 C 20 22 24 25 <br />6%8" 0 20 22 23 25 <br />6'-4-0 21 22 23 24 <br />64 0 21 21 23 24 <br />5-9- 0 21 21 23 24 <br />Double (.040-*2"x6.6'15" (Detail 112) <br />Attached Single Freestanding or <br />Span 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 9 | 'd Y <br />M (In) I (in) On) <br />11·-10" C 17 22 23 24 <br />10·-10· C 17 21 23 24 <br />10·-1" C 18 21 22 24 <br />9·-5" C 18 21 22 23 <br />8-10" C 18 20 22 23 <br />8'4" C 19 20 21 23 <br />T-11"C 19 20 21 23 <br />7%6" C 19 20 21 22 <br />T€ C 19 20 21 22 <br />6'-10" C 19 19 21 22 <br />6'-r C 19 19 21 22 <br />6'-4" C 20 20 20 22 <br />6'-1" C 20 20 20 22 <br />5'-10" C 20 20 21 22 <br />11'-10- C 19 23 25 26 <br />10'-10- C 20 23 25 26 <br />10·-1" C 20 23 24 26 <br />9'-5" C 20 22 24 25 <br />810• C 21 22 24 25 <br />804" C 21 22 23 25 <br />r-11" C 21 22 23 25 <br />7-6- C 21 21 23 24 <br />T-W C 21 21 23 24 <br />6'-10" C 22 22 23 24 <br />5-r C 22 22 22 24 <br />6'-4"C 22 22 22 24 <br />6'-1"C 22 22 22 24 <br />5'-10 C 22 22 22 24 <br />10'-1-C 18 23 24 26 <br />9'-3"C 19 22 24 25 <br />8'-6-C 19 22 24 25 <br />7'-11 C 19 22 23 25 <br />7-5" C 19 21 23 24 <br />nO" C 20 21 23 24 <br />6·7 C 20 21 22 24 <br />6'-3 C 20 21 22 24 <br />5011" C 20 21 22 23 <br />5-8· C 20 20 22 23 <br />5·-5" 0 20 20 22 23 <br />23 <br />24 <br />A T€B 16 21 n 23 5'-6-0 21 21 22 24 502"D 21 21 22 <br />A 2'-4"B 16 21 22 24 5-3-D 21 21 22 24 D 21 21 22 <br />3 6'-1-A 6'-5"B 14 20 21 22 11*-1-C 17 22 24 25 <br />3.5 A B 14 19 21 22 10'-1-C 7/ <br />4 4'-6"A 5'-2 B 14 19 20 22 9'-4-C 17 21 23 24 <br />4.5 4'-0-A 4.9 B 14 19 20 21 8'-7-C 18 21 22 24 <br />5 3-T A 4'-3"B 14 18 20 21 8'-0-C 18 21 22 <br />5.5 18 19 18 20 22 23 <br />6 <br />Je' 21 <br />YA VJ M <br />EP. 6. 7 0 E p 121°t Z A 5011f m PT <br />C NIll /0 <br />igned40·16231 SF·. NOV 5 2012ONA U. 46 <br />Dires 9/301'2>, <br />ICC ESR 1398 (2009 IBC) 10/11/2011 Page 7 of 60
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