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HomeMy WebLinkAboutEngineer stamped drawings. Equinox_INAmerimax Exterior Home Products EquinoxTM Patio Cover, Carport and Commercial Structure Engineering 2018 IBC This report covers these maximum conditions Ground Snow Loads 20 psf 25 psf Wind Speed (Ultimate) 100 Exposure C or 115 Exposure B and Exposure 115 Exposure C or 130 Exposure B Maximum Ss = 75% Seismic Design Category D PAGES SECTION DESCRIPTION Pages 1-2 of 19 GENERAL NOTES GENERAL NOTES Page 3 of 19 LOUVER SPANS FOR COMMERCIAL AND PATIO STRUCTURES Page 4 of 19 A. Tables for Attached Structures with Single Span Louvers with Two Posts ONLY Page 5 of 19 B. Tables for Attached Structures with Single Span Louvers with at Least 3 Posts Page 6 of 19 C. Tables for Attached Structures with Multi Span Louvers with Two Posts ONLY Page 7 of 19 D. Tables for Freestanding Structures with Single Span Louvers with 4 posts Page 8 of 19 E. Tables for Freestanding Structures with Single Span Louvers with at least 6 posts Page 9 of 19 F. Tables for Freestanding Structures with Multi Span Louvers with 4 posts Page 10 of 19 G. Tables for Attached Structures with Multi Span Louvers with at Least 3 Posts Page 11 of 19 W. ATTACHMENT TO WALL Page 12 of 19 X. MOMENT RESISTING FOOTING SIZE Page 13 of 19 EQUINOX STRUCTURAL CONFIGURATIONS Page 14 of 19 EQUINOX STRUCTURAL CONFIGURATIONS Page 15 of 19 COMPONENT PARTS AND CONNECTION DETAILS Page 16 of 19 COMPONENT PARTS AND CONNECTION DETAILS Page 17 of 19 COMPONENT PARTS AND CONNECTION DETAILS Page 18 of 19 COMPONENT PARTS AND CONNECTION DETAILS Page 19 of 19 COMPONENT PARTS AND CONNECTION DETAILS August 19, 2019 Digitally signed by Carl M Putnam Date: 2020.07.07 17:10:51 -04'00' 07/27/20 Mike Sheeks LOUVER SPANS FOR COMMERCIAL AND PATIO STRUCTURES Ground Roof Louver Snow Load Design Description Exposure B Exposure C (psf) Load (psf) 105 110 115 120 130 140 150 160 95 100 105 110 115 120 130 140 150 160 10 10 Detail B 13'-7'' 13'-7'' 13'-7'' 13'-7'' 13'-7'' 13'-7'' 13'-7'' 13'-1'' 13'-7'' 13'-7'' 13'-7'' 13'-7'' 13'-7'' 13'-7'' 13'-3'' 12'-6'' 12'-0'' 11'-4'' LIVE 20 20 Detail B 13'-1'' 13'-1'' 13'-1'' 13'-1'' 13'-1'' 13'-1'' 13'-1'' 13'-1'' 13'-1'' 13'-1'' 13'-1'' 13'-1'' 13'-1'' 13'-1'' 13'-1'' 12'-6'' 12'-0'' 11'-4'' LIVE 25 21 Detail B 12'-8'' 12'-6'' 12'-4'' 12'-4'' 12'-0'' 11'-9'' 11'-7'' 11'-4'' 12'-6'' 12'-4'' 11'-9'' 12'-0'' 11'-10'' 11'-9'' 11'-6'' 11'-1'' 10'-11'' 10'-8'' 30 25.2 Detail B 12'-0'' 12'-0'' 11'-10'' 11'-9'' 11'-7'' 11'-4'' 11'-1'' 10'-11'' 12'-0'' 11'-10'' 11'-4'' 11'-7'' 11'-6'' 11'-4'' 11'-1'' 10'-10'' 10'-8'' 10'-4'' 35.7 30.0 Detail B 11'-7'' 11'-6'' 11'-6'' 11'-4'' 11'-1'' 11'-0'' 10'-10'' 10'-8'' 11'-6'' 11'-4'' 10'-11'' 11'-1'' 11'-0'' 10'-11'' 10'-9'' 10'-6'' 10'-3'' 9'-5'' 43.0 36.1 Detail B 10'-10'' 10'-10'' 10'-10'' 10'-10'' 10'-9'' 10'-6'' 10'-4'' 10'-2'' 10'-10'' 10'-10'' 10'-6'' 10'-9'' 10'-8'' 10'-6'' 10'-3'' 9'-7'' 9'-5'' 9'-2'' 50 42.0 Detail B 10'-3'' 10'-3'' 10'-3'' 10'-3'' 10'-3'' 9'-10'' 9'-9'' 9'-6'' 10'-3'' 10'-3'' 9'-9'' 10'-3'' 9'-10'' 9'-9'' 9'-6'' 9'-4'' 9'-2'' 8'-11'' 60 50.4 Detail B 9'-9'' 9'-9'' 9'-9'' 9'-9'' 9'-7'' 9'-6'' 9'-4'' 9'-2'' 9'-9'' 9'-9'' 9'-4'' 9'-6'' 9'-6'' 9'-4'' 9'-2'' 9'-1'' 8'-10'' 8'-8'' Louver Span is measured from inside to inside of the supporting beams Equinox Standard Plan 2018 IBC 8/19/2019 Page 1 of 20 07/27/20 Mike Sheeks Equinox Standard Plan 2018 IBC 8/19/2019 Page 2 of 20 07/27/20 Mike Sheeks Equinox Standard Plan 2018 IBC 8/19/2019 Page 3 of 20 07/27/20 Mike Sheeks LOUVER SPANS FOR COMMERCIAL AND PATIO STRUCTURES Ground Roof Louver Snow Load Design Description Exposure B Exposure C (psf) Load (psf) 105 110 115 120 130 140 150 160 95 100 105 110 115 120 130 140 150 160 10 10 Detail B 13'-7'' 13'-7'' 13'-7'' 13'-7'' 13'-7'' 13'-7'' 13'-7'' 13'-1'' 13'-7'' 13'-7'' 13'-7'' 13'-7'' 13'-7'' 13'-7'' 13'-3'' 12'-6'' 12'-0'' 11'-4'' LIVE 20 20 Detail B 13'-1'' 13'-1'' 13'-1'' 13'-1'' 13'-1'' 13'-1'' 13'-1'' 13'-1'' 13'-1'' 13'-1'' 13'-1'' 13'-1'' 13'-1'' 13'-1'' 13'-1'' 12'-6'' 12'-0'' 11'-4'' LIVE 25 21 Detail B 12'-8'' 12'-6'' 12'-4'' 12'-4'' 12'-0'' 11'-9'' 11'-7'' 11'-4'' 12'-6'' 12'-4'' 11'-9'' 12'-0'' 11'-10'' 11'-9'' 11'-6'' 11'-1'' 10'-11'' 10'-8'' 30 25.2 Detail B 12'-0'' 12'-0'' 11'-10'' 11'-9'' 11'-7'' 11'-4'' 11'-1'' 10'-11'' 12'-0'' 11'-10'' 11'-4'' 11'-7'' 11'-6'' 11'-4'' 11'-1'' 10'-10'' 10'-8'' 10'-4'' 35.7 30.0 Detail B 11'-7'' 11'-6'' 11'-6'' 11'-4'' 11'-1'' 11'-0'' 10'-10'' 10'-8'' 11'-6'' 11'-4'' 10'-11'' 11'-1'' 11'-0'' 10'-11'' 10'-9'' 10'-6'' 10'-3'' 9'-5'' 43.0 36.1 Detail B 10'-10'' 10'-10'' 10'-10'' 10'-10'' 10'-9'' 10'-6'' 10'-4'' 10'-2'' 10'-10'' 10'-10'' 10'-6'' 10'-9'' 10'-8'' 10'-6'' 10'-3'' 9'-7'' 9'-5'' 9'-2'' 50 42.0 Detail B 10'-3'' 10'-3'' 10'-3'' 10'-3'' 10'-3'' 9'-10'' 9'-9'' 9'-6'' 10'-3'' 10'-3'' 9'-9'' 10'-3'' 9'-10'' 9'-9'' 9'-6'' 9'-4'' 9'-2'' 8'-11'' 60 50.4 Detail B 9'-9'' 9'-9'' 9'-9'' 9'-9'' 9'-7'' 9'-6'' 9'-4'' 9'-2'' 9'-9'' 9'-9'' 9'-4'' 9'-6'' 9'-6'' 9'-4'' 9'-2'' 9'-1'' 8'-10'' 8'-8'' Louver Span is measured from inside to inside of the supporting beams Equinox Standard Plan 2018 IBC 8/19/2019 Page 4 of 20 07/27/20 Mike Sheeks A. Tables for Attached Structures with Single Span Louvers with Two Posts ONLY max Ss= 75% Seismic Design Category D Ground Snow Load 20 psf Table A1 Ground Snow Load 25 psf Table A3 ATTACHED STRUCTURE Single 0.125"x2"x8" Aluminum Header Post Height (ft) Single 0.125"x2"x8" Aluminum Header Post Height (ft) Roof 100 Exposure C or Cube Footing 8 10 11 Roof 100 Exposure C or 8 10 11 Design 115 Exposure B End Overturning Moment Design 115 Exposure B End Overturning Moment Load (psf) A trib B (on slab) B d (in) (lbf *ft) Load (psf) A trib B (on slab) B d (in) (lbf *ft) 20.0 6 3 17.3 20.8 22 326 404 443 21.0 6 3 16.4 20.6 22 323 401 440 20.0 8 4 12.0 19.1 23 403 500 549 21.0 8 4 11.3 18.8 23 400 496 544 20.0 10 5 8.8 17.7 25 475 589 646 21.0 10 5 8.2 17.5 24 470 583 639 20.0 12 6 6.6 16.7 26 542 672 737 21.0 12 6 6.2 16.5 26 538 667 732 A 20.0 13 6.5 5.8 16.2 26 578 716 785 21.0 13 6.5 5.4 16.0 26 570 707 775 20.0 14 7 5.1 15.8 27 622 771 846 21.0 14 7 4.7 15.7 27 602 747 819 Single 0.125"x2"x8" Aluminum Header Post Height (ft) Single 0.125"x2"x8" Aluminum Header Post Height (ft) Roof 115 Exposure C or 8 9 11 Roof 115 Exposure C or 8 10 11 END FOOTING B END FOOTING C Design 130 Exposure B End Overturning Moment Design 130 Exposure B End Overturning Moment Load (psf) A trib B (on slab) B d (in) (lbf *ft) Load (psf) A trib B (on slab) B d (in) (lbf *ft) INSTRUCTIONS FOR USING THESE TABLES 20.0 6 3 17.3 17.6 23 353 437 479 21.0 6 3 16.4 20.1 24 353 437 479 1. These instructions are for a SINGLE SPAN ATTACHED Equinox cover WITH 20.0 8 4 12.0 16.0 25 470 583 639 21.0 8 4 11.3 18.2 26 470 583 639 ONLY TWO POSTS. 20.0 10 5 8.8 14.9 26 588 729 799 21.0 10 5 8.2 16.9 28 588 729 799 2. Determine wind and snow loads for structure site area. For zero snow load areas use 20.0 12 6 6.6 14.0 27 705 874 959 21.0 12 6 6.2 16.0 29 705 874 959 10 psf patio covers and 20 psf for carports or commercial structures. 20.0 13 6.5 5.8 13.6 28 764 947 1039 21.0 13 6.5 5.4 15.5 30 764 947 1039 3 Choose "A". "A" will be limited by maximum louver panel span. 20.0 14 7 5.1 13.3 28 823 1020 1119 21.0 14 7 4.7 15.2 30 823 1020 1119 4 Determine maximum "B" from tables on this page Table A2 Table A4 5 The maximum "C" is 24'' 6 Choose height of Structure USE THE BELOW TABLES WHEN USING A "B' LESS THAN THE MAXIMUM ALLOWED (MAX ROOF SNOW LOAD FOR THIS TABLE IS 30 PSF) 7 Determine Uplift Footing Size. Post Height 8 ft 10 ft Table A5 8 Determine Overturning Moment by cross indexing "A" and structure height B (ft) B (ft) 9 Choose Lateral Force Resisting System max A 10 12 14 16 18 20 22 24 10 12 14 16 18 20 22 24 a. Normal Knee Brace: Details R and Q (ft) OVERTURNING MOMENT (LBF*FT) This knee brace is allowed if Moment Connection Value in Detail R is greater than 6 267 267 267 267 289 315 341 367 331 331 331 331 358 391 423 456 100 Exposure C Overturning Moment. 8 355 355 355 355 385 420 455 490 441 441 441 441 477 521 564 608 100 Exposure C b. Strong Knee Brace: Details S and Q 10 444 444 444 444 481 525 569 612 551 551 551 551 597 651 705 759 100 Exposure C This knee brace is allowed if Moment Connection Value in Detail S is greater than 12 533 533 533 533 577 630 682 735 661 661 661 661 716 781 846 911 100 Exposure C Overturning Moment. 13 578 578 578 578 626 682 739 796 716 716 716 716 776 846 917 987 100 Exposure C c. Post embedded in footing: Detail M 14 622 622 622 622 674 735 796 857 771 771 771 771 835 911 987 1063 100 Exposure C i Determine "Overturning Moment" from tables on this page ii. Go to Tables X1 or X2. Cross index the required footing size from #7 (Uplift Post Height 8 ft 10 ft Table A6 Footing Size) and Overturning Moment to determine allowable B (ft) B (ft) footing sizes. max A 10 12 14 16 18 20 22 24 10 12 14 16 18 20 22 24 10 Fasten to wall as per Detail J1 or T (ft) OVERTURNING MOMENT (LBF*FT) 6 353 353 353 353 353 353 353 367 437 437 437 437 437 437 437 456 115 Exposure C FOR STRUCTURES ATTACHED TO 3.5" CONCRETE SLABS 8 470 470 470 470 470 470 470 490 583 583 583 583 583 583 583 608 115 Exposure C SLAB 1 Follow Instructions #1-3 above. 10 588 588 588 588 588 588 588 612 729 729 729 729 729 729 729 759 115 Exposure C SLAB 2 Maximum post spacing is "B (on slab)" 12 705 705 705 705 705 705 705 735 874 874 874 874 874 874 874 911 115 Exposure C SLAB 3 Follow Instructions #5-8 above. 13 764 764 764 764 764 764 764 796 947 947 947 947 947 947 947 987 115 Exposure C SLAB 4 Follow #9 above, embedding into concrete is not an option. 14 823 823 823 823 823 823 823 857 1020 1020 1020 1020 1020 1020 1020 1063 115 Exposure C SLAB 5 Fasten to wall as per Detail J1 or T B (ft) Table A7 max A 10 12 14 16 18 20 22 24 (ft) UPLIFT ONLY CUBE FOOTING d (IN) 6 18 19 19 20 21 21 22 23 100 Exposure C 8 20 21 21 22 23 24 24 25 100 Exposure C 10 21 22 23 24 25 25 26 27 100 Exposure C 12 23 24 25 25 26 27 28 28 100 Exposure C 13 23 24 25 26 27 28 29 29 100 Exposure C 14 24 25 26 27 28 28 29 30 100 Exposure C B (ft) Table A8 max A 10 12 14 16 18 20 22 24 (ft) UPLIFT ONLY CUBE FOOTING d (IN) 6 19 20 21 22 23 23 24 24 115 Exposure C 8 21 22 23 24 25 26 26 27 115 Exposure C 10 23 24 25 26 27 28 28 29 115 Exposure C 12 24 26 27 28 28 29 30 31 115 Exposure C 13 25 26 27 28 29 30 31 32 115 Exposure C 14 26 27 28 29 30 31 32 32 115 Exposure C Uplift OnlyUplift Only Uplift OnlyUplift Only Equinox Standard Plan 2018 IBC 8/19/2019 Page 5 of 20 07/27/20 Mike Sheeks B. Tables for Attached Structures with Single Span Louvers with at Least 3 Posts max Ss= 75% Seismic Design Category D Ground Snow Load 20 psf Table B1 Ground Snow Load 25 psf Table B3 Single 0.125"x2"x8" Aluminum Header Post Height (ft) Single 0.125"x2"x8" Aluminum Header Post Height (ft) Roof 100 Exposure C or Cube Footing 8 10 11 Roof 100 Exposure C or 8 10 11 ATTACHED STRUCTURE Design 115 Exposure B Middle End Overturning Moment Design 115 Exposure B Middle End Overturning Moment Load (psf) A trib B (on slab) B d (in) d (in) (lbf *ft) Load (psf) A trib B (on slab) B d (in) d (in) (lbf *ft) 20.0 6 3 10.6 20.8 26 21 547 679 744 21.0 6 3 10.2 20.6 26 22 541 671 736 20.0 8 4 8.0 19.1 28 22 667 827 907 21.0 8 4 7.7 18.8 27 23 660 818 897 20.0 10 5 6.4 17.7 29 24 775 961 1054 21.0 10 5 6.1 17.5 29 24 765 948 1040 20.0 12 6 5.3 16.7 30 25 874 1084 1189 21.0 12 6 5.1 16.5 30 26 866 1074 1178 20.0 13 6.5 4.9 16.2 31 25 922 1143 1254 21.0 13 6.5 4.7 16.0 31 26 912 1131 1241 A 20.0 14 7 4.6 15.8 31 26 970 1203 1320 21.0 14 7 4.4 15.7 31 27 959 1189 1305 Single 0.125"x2"x8" Aluminum Header Post Height (ft) Single 0.125"x2"x8" Aluminum Header Post Height (ft) Roof 115 Exposure C or 8 10 11 Roof 115 Exposure C or 8 10 11 MIDDLE FOOTING Design 130 Exposure B Middle End Overturning Moment Design 130 Exposure B Middle End Overturning Moment C B B END FOOTING Load (psf) A trib B (on slab) B d (in) d (in) (lbf *ft) Load (psf) A trib B (on slab) B d (in) d (in) (lbf *ft) END FOOTING 20.0 6 3 10.6 20.3 28 24 532 659 723 21.0 6 3 10.2 20.1 28 24 527 654 717 20.0 8 4 8.0 18.4 30 26 644 799 876 21.0 8 4 7.7 18.2 30 26 638 791 868 INSTRUCTIONS FOR USING THESE TABLES 20.0 10 5 6.4 17.1 32 27 747 927 1016 21.0 10 5 6.1 16.9 32 27 740 918 1006 1. These instructions are for a SINGLE SPAN ATTACHED Equinox cover WITH AT 20.0 12 6 5.3 16.1 33 28 847 1050 1151 21.0 12 6 5.1 16.0 33 28 838 1039 1139 LEAST 3 POSTS. 20.0 13 6.5 4.9 15.7 34 29 893 1107 1214 21.0 13 6.5 4.7 15.5 34 29 883 1095 1201 2. Determine wind and snow loads for structure site area. For zero snow load areas use 20.0 14 7 4.6 15.3 34 29 938 1163 1276 21.0 14 7 4.4 15.2 34 29 928 1151 1262 10 psf for patio covers and 20 psf for carports or commercial structures. Table B2 Table B4 3 Choose "A". "A" will be limited by maximum louver panel span. 4 Determine maximum "B" from tables on this page USE THE BELOW TABLES WHEN USING A "B' LESS THAN THE MAXIMUM ALLOWED (MAX ROOF SNOW LOAD FOR THIS TABLE IS 30 PSF) 5 The maximum "C" is 24'' Post Height 8 ft 10 ft Table B5 6 Choose height of Structure B (ft) B (ft) 7 Determine Uplift Footing Size. max A 10 12 14 16 18 20 22 24 10 12 14 16 18 20 22 24 8 Determine Overturning Moment by cross indexing "A" and structure height (ft) OVERTURNING MOMENT (LBF*FT) 9 Choose Lateral Force Resisting System 6 267 315 367 420 472 525 577 630 331 391 456 521 586 651 716 781 100 Exposure C a. Normal Knee Brace: Details R and Q 8 355 420 490 560 630 700 770 840 441 521 608 694 781 868 955 1041 100 Exposure C This knee brace is allowed if Moment Connection Value in Detail R is greater than 10 444 525 612 700 787 875 962 1050 551 651 759 868 976 1085 1193 1302 100 Exposure C Overturning Moment. 12 533 630 735 840 945 1050 1155 1260 661 781 911 1041 1172 1302 1432 1562 100 Exposure C b. Strong Knee Brace: Details S and Q 13 578 682 796 910 1024 1137 1251 1365 716 846 987 1128 1269 1410 1551 1692 100 Exposure C This knee brace is allowed if Moment Connection Value in Detail S is greater than 14 622 735 857 980 1102 1225 1347 1470 771 911 1063 1215 1367 1519 1671 1823 100 Exposure C Overtunring Moment. c. Post embedded in footing: Detail M Post Height 8 ft 10 ft Table B6 i Determine "Overturning Moment" from tables on this page B (ft) B (ft) ii. Go to Tables X1 or X2. Cross index the required footing size from #7 (Uplift max A 10 12 14 16 18 20 22 24 10 12 14 16 18 20 22 24 Footing Size) and Overturning Moment to determine allowable (ft) OVERTURNING MOMENT (LBF*FT) footing sizes. 6 353 353 367 420 472 525 577 630 437 437 456 521 586 651 716 781 115 Exposure C 10 Fasten to wall as per Detail J1 or T 8 470 470 490 560 630 700 770 840 583 583 608 694 781 868 955 1041 115 Exposure C 10 588 588 612 700 787 875 962 1050 729 729 759 868 976 1085 1193 1302 115 Exposure C FOR STRUCTURES ATTACHED TO 3.5" CONCRETE SLABS 12 705 705 735 840 945 1050 1155 1260 874 874 911 1041 1172 1302 1432 1562 115 Exposure C SLAB 1 Follow Instructions #1-3 above. 13 764 764 796 910 1024 1137 1251 1365 947 947 987 1128 1269 1410 1551 1692 115 Exposure C SLAB 2 Maximum post spacing is "B o(n slab)" 14 823 823 857 980 1102 1225 1347 1470 1020 1020 1063 1215 1367 1519 1671 1823 115 Exposure C SLAB 3 Follow Instructions #5-8 above. SLAB 4 Follow #9 above, embedding into concrete is not an option. B (ft) Table B7 SLAB 5 Fasten to wall as per Detail J1 or T max A 10 12 14 16 18 20 22 24 (ft) UPLIFT ONLY CUBE FOOTING d (IN) 6 20 21 23 24 25 25 26 27 100 Exposure C 8 22 24 25 26 27 28 29 30 100 Exposure C 10 24 25 27 28 29 30 31 32 100 Exposure C 12 25 27 28 30 31 32 33 34 100 Exposure C 13 26 28 29 31 32 33 34 35 100 Exposure C 14 27 28 30 31 33 34 35 36 100 Exposure C B (ft) Table B8 max A 10 12 14 16 18 20 22 24 (ft) UPLIFT ONLY CUBE FOOTING d (IN) 6 22 23 24 26 27 28 28 29 115 Exposure C 8 24 26 27 28 29 30 31 32 115 Exposure C 10 26 28 29 30 32 33 34 35 115 Exposure C 12 28 29 31 32 34 35 36 37 115 Exposure C 13 28 30 32 33 34 36 37 38 115 Exposure C 14 29 31 32 34 35 37 38 39 115 Exposure C Uplift OnlyUplift Only Uplift OnlyUplift Only Equinox Standard Plan 2018 IBC 8/19/2019 Page 6 of 20 07/27/20 Mike Sheeks C. Tables for Attached Structures with Multi Span Louvers with Two Posts ONLY max Ss= 75% Seismic Design Category D Ground Snow Load 20 psf Table C1 Ground Snow Load 25 psf Table C3 Single 0.125"x2"x8" Aluminum Header Post Height (ft) Single 0.125"x2"x8" Aluminum Header Post Height (ft) ATTACHED STRUCTURE Roof 100 Exposure C or Cube Footing 8 10 11 Roof 100 Exposure C or Cube Footing 8 10 11 Design 115 Exposure B End Overturning Moment Design 115 Exposure B End Overturning Moment Load (psf) A trib Return Beams B d (in) (lbf *ft) Load (psf) A trib Return Beams B d (in) (lbf *ft) 20.0 6 6 1 20.8 26 547 679 744 21.0 6 6 1 20.6 26 541 671 736 20.0 8 8 2 19.1 28 711 881 967 21.0 8 8 2 18.8 27 711 881 967 20.0 10 10 3 17.7 29 889 1102 1208 21.0 10 10 3 17.5 29 889 1102 1208 20.0 12 12 4 16.7 30 1066 1322 1450 21.0 12 12 4 16.5 30 1066 1322 1450 20.0 13 13 5 16.2 31 1155 1432 1571 21.0 13 13 5 16.0 31 1155 1432 1571 A 20.0 14 14 6 15.8 31 1244 1542 1692 21.0 14 14 6 15.7 31 1244 1542 1692 Post at mid span OR Single 0.125"x2"x8" Aluminum Header Post Height (ft) Single 0.125"x2"x8" Aluminum Header Post Height (ft) B This header requires 2 beams < use number of Return Roof 115 Exposure C or Cube Footing 8 10 11 Roof 115 Exposure C or Cube Footing 8 10 11 Beams. Design 130 Exposure B End Overturning Moment Design 130 Exposure B End Overturning Moment Load (psf) A trib Return Beams B d (in) (lbf *ft) Load (psf) A trib Return Beams B d (in) (lbf *ft) 20.0 6 6 1 20.3 28 705 874 959 21.0 6 6 1 20.1 28 705 874 959 20.0 8 8 2 18.4 30 940 1166 1278 21.0 8 8 2 18.2 30 940 1166 1278 A 20.0 10 10 3 17.1 32 1175 1457 1598 21.0 10 10 3 16.9 32 1175 1457 1598 20.0 12 12 4 16.1 33 1410 1749 1918 21.0 12 12 4 16.0 33 1410 1749 1918 20.0 13 13 5 15.7 34 1528 1894 2078 21.0 13 13 5 15.5 34 1528 1894 2078 20.0 14 14 6 15.3 34 1645 2040 2237 21.0 14 14 6 15.2 34 1645 2040 2237 Table C2 Table C4 END FOOTING END FOOTING C USE THE BELOW TABLES WHEN USING A "B' LESS THAN THE MAXIMUM ALLOWED (MAX ROOF SNOW LOAD FOR THIS TABLE IS 30 PSF INSTRUCTIONS FOR USING THESE TABLES Post Height 8 ft 10 ft Table C5 1. These instructions are for a MULTI SPAN ATTACHED Equinox cover WITH ONLY 2 POSTS B (ft) B (ft) 2. Determine wind and snow loads for structure site area. For zero snow load areas use 10 psf max A 10 12 14 16 18 20 22 24 10 12 14 16 18 20 22 24 for patio covers and 20 psf for carports or commercial structures. (ft) OVERTURNING MOMENT (LBF*FT) 3 Choose "A". "A" will be limited by maximum louver panel span. 6 533 533 533 533 533 533 577 630 661 661 661 661 661 661 716 781 100 Exposure C 4 Determine maximum "B" from tables on this page 8 711 711 711 711 711 711 770 840 881 881 881 881 881 881 955 1041 100 Exposure C 5 The maximum "C" is 24'' 10 889 889 889 889 889 889 962 1050 1102 1102 1102 1102 1102 1102 1193 1302 100 Exposure C 6 Choose height of Structure 12 1066 1066 1066 1066 1066 1066 1155 1260 1322 1322 1322 1322 1322 1322 1432 1562 100 Exposure C 7 Determine Uplift Footing Size. 13 1155 1155 1155 1155 1155 1155 1251 1365 1432 1432 1432 1432 1432 1432 1551 1692 100 Exposure C 8 Determine Overturning Moment by cross indexing "A" and structure height 14 1244 1244 1244 1244 1244 1244 1347 1470 1542 1542 1542 1542 1542 1542 1671 1823 100 Exposure C 9 Choose Lateral Force Resisting System a. Normal Knee Brace: Details R and Q Post Height 8 ft 10 ft Table C6 This knee brace is allowed if Moment Connection Value in Detail R is greater than B (ft) B (ft) Overturning Moment. max A 10 12 14 16 18 20 22 24 10 12 14 16 18 20 22 24 b. Strong Knee Brace: Details S and Q (ft) OVERTURNING MOMENT (LBF*FT) This knee brace is allowed if Moment Connection Value in Detail S is greater than 6 705 705 705 705 705 705 705 705 874 874 874 874 874 874 874 874 115 Exposure C Overturning Moment. 8 940 940 940 940 940 940 940 940 1166 1166 1166 1166 1166 1166 1166 1166 115 Exposure C c. Post embedded in footing: Detail M 10 1175 1175 1175 1175 1175 1175 1175 1175 1457 1457 1457 1457 1457 1457 1457 1457 115 Exposure C i Determine "Overturning Moment" from tables on this page 12 1410 1410 1410 1410 1410 1410 1410 1410 1749 1749 1749 1749 1749 1749 1749 1749 115 Exposure C ii. Go to Tables X1 or X2. Cross index the required footing size from #7 (Uplift 13 1528 1528 1528 1528 1528 1528 1528 1528 1894 1894 1894 1894 1894 1894 1894 1894 115 Exposure C Footing Size) and Overturning Moment to determine allowable 14 1645 1645 1645 1645 1645 1645 1645 1645 2040 2040 2040 2040 2040 2040 2040 2040 115 Exposure C footing sizes. 10 Use mid post OR number of return beams indicated in tables (C1-C4). B (ft) Table C7 11 Fasten to wall as per Detail J1 max A 10 12 14 16 18 20 22 24 12 If there is no mid span post, fasten ends of cover as per Detail J2. (ft) UPLIFT ONLY CUBE FOOTING d (IN) 6 20 21 23 24 25 25 26 27 100 Exposure C 8 22 24 25 26 27 28 29 30 100 Exposure C 10 24 25 27 28 29 30 31 32 100 Exposure C 12 25 27 28 30 31 32 33 34 100 Exposure C 13 26 28 29 31 32 33 34 35 100 Exposure C 14 27 28 30 31 33 34 35 36 100 Exposure C B (ft) Table C8 max A 10 12 14 16 18 20 22 24 (ft) UPLIFT ONLY CUBE FOOTING d (IN) 6 22 23 24 26 27 28 28 29 115 Exposure C 8 24 26 27 28 29 30 31 32 115 Exposure C 10 26 28 29 30 32 33 34 35 115 Exposure C 12 28 29 31 32 34 35 36 37 115 Exposure C 13 28 30 32 33 34 36 37 38 115 Exposure C 14 29 31 32 34 35 37 38 39 115 Exposure C Uplift OnlyUplift Only Uplift OnlyUplift Only Equinox Standard Plan 2018 IBC 8/19/2019 Page 7 of 20 07/27/20 Mike Sheeks D. Tables for Freestanding Structures with Single Span Louvers with 4 posts max Ss= 75% Seismic Design Category D Ground Snow Load 20 psf Table D1 Ground Snow Load 25 psf Table D3 Single 0.125"x2"x8" Aluminum Header Post Height (ft) Single 0.125"x2"x8" Aluminum Header Post Height (ft) Roof 100 Exposure C or Cube Footing 8 10 11 Roof 100 Exposure C or 8 10 11 C Design 115 Exposure B End Overturning Moment Design 115 Exposure B End Overturning Moment END FOOTING B END FOOTING Load (psf) A trib B d (in) (lbf *ft) Load (psf) A trib B d (in) (lbf *ft) 20.0 6 3 20.6 19 949 1177 1291 21.0 6 3 20.4 19 941 1167 1280 20.0 8 4 18.8 20 878 1088 1194 21.0 8 4 18.6 20 871 1079 1184 20.0 10 5 17.4 21 937 1162 1275 21.0 10 5 17.3 21 930 1153 1264 20.0 12 6 16.4 22 1071 1328 1456 21.0 12 6 16.3 22 1064 1319 1446 20.0 13 6.5 16.0 23 1137 1410 1547 21.0 13 6.5 15.8 23 1128 1399 1535 20.0 14 7 15.6 23 1200 1488 1632 21.0 14 7 15.4 23 1190 1476 1619 A Single 0.125"x2"x8" Aluminum Header Post Height (ft) Single 0.125"x2"x8" Aluminum Header Post Height (ft) Roof 115 Exposure C or 8 10 11 Roof 115 Exposure C or 8 10 11 Design 130 Exposure B End Overturning Moment Design 130 Exposure B End Overturning Moment Load (psf) A trib B d (in) (lbf *ft) Load (psf) A trib B d (in) (lbf *ft) 20.0 6 3 20.0 21 1221 1514 1660 21.0 6 3 19.7 21 1208 1498 1642 20.0 8 4 18.1 22 1127 1398 1533 21.0 8 4 17.9 22 1118 1387 1521 20.0 10 5 16.8 23 1060 1315 1442 21.0 10 5 16.7 23 1052 1305 1431 20.0 12 6 15.8 24 1042 1292 1417 21.0 12 6 15.7 24 1034 1282 1406 END FOOTING B END FOOTING 20.0 13 6.5 15.4 25 1104 1369 1501 21.0 13 6.5 15.3 25 1095 1358 1490 20.0 14 7 15.0 25 1166 1446 1586 21.0 14 7 14.9 25 1158 1436 1575 INSTRUCTIONS FOR USING THESE TABLES Table D2 Table D4 1. These instructions are for a SINGLE SPAN FREESTANDING Equinox cover WITH ONLY FOUR POSTS. USE THE BELOW TABLES WHEN USING A "B' LESS THAN THE MAXIMUM ALLOWED (MAX ROOF SNOW LOAD FOR THIS TABLE IS 30 PSF) 2. Determine wind and snow loads for structure site area. For zero snow load areas use Post Height 8 ft 10 ft Table D5 10 psf for patio covers and 20 psf for carports or commercial structures. B (ft) B (ft) 3 Choose "A". "A" will be limited by maximum louver panel span. max A 10 12 14 16 18 20 22 24 10 12 14 16 18 20 22 24 4 Determine maximum "B" from tables on this page (ft) OVERTURNING MOMENT (LBF*FT) 5 The maximum "C" is 24'' 6 539 630 735 840 945 1050 1155 1260 669 781 911 1041 1172 1302 1432 1562 100 Exposure C 6 Choose height of Structure 8 700 840 980 1120 1260 1400 1540 1680 868 1041 1215 1389 1562 1736 1909 2083 100 Exposure C 7 Determine Uplift Footing Size. 10 875 1050 1225 1400 1575 1750 1925 2100 1085 1302 1519 1736 1953 2170 2387 2604 100 Exposure C 8 Determine Overturning Moment by cross indexing "A" and structure height 12 1050 1260 1470 1680 1890 2100 2310 2520 1302 1562 1823 2083 2343 2604 2864 3124 100 Exposure C 9 Lateral Force Resisting System DETAIL M 13 1137 1365 1592 1820 2047 2275 2502 2730 1410 1692 1975 2257 2539 2821 3103 3385 100 Exposure C a. Normal Knee Brace: Details R and Q IS NOT ALLOWED 14 1225 1470 1715 1960 2205 2450 2695 2940 1519 1823 2126 2430 2734 3038 3341 3645 100 Exposure C Moment. b. Strong Knee Brace: Details S and Q IS NOT ALLOWED Post Height 8 ft 10 ft Table D6 Moment. B (ft) B (ft) c. Post embedded in footing: Detail M max A 10 12 14 16 18 20 22 24 10 12 14 16 18 20 22 24 i Determine "Overturning Moment" from tables on this page (ft) OVERTURNING MOMENT (LBF*FT) ii. Go to Tables X1 or X2. Cross index the required footing size from #7 (Uplift 6 713 815 917 1019 1121 1223 1325 1427 885 1011 1137 1264 1390 1517 1643 1769 115 Exposure C Footing Size) and Overturning Moment to determine allowable 8 713 840 980 1120 1260 1400 1540 1680 885 1041 1215 1389 1562 1736 1909 2083 115 Exposure C footing sizes. 10 875 1050 1225 1400 1575 1750 1925 2100 1085 1302 1519 1736 1953 2170 2387 2604 115 Exposure C 12 1050 1260 1470 1680 1890 2100 2310 2520 1302 1562 1823 2083 2343 2604 2864 3124 115 Exposure C 13 1137 1365 1592 1820 2047 2275 2502 2730 1410 1692 1975 2257 2539 2821 3103 3385 115 Exposure C 14 1225 1470 1715 1960 2205 2450 2695 2940 1519 1823 2126 2430 2734 3038 3341 3645 115 Exposure C B (ft) Table D7 max A 10 12 14 16 18 20 22 24 (ft) UPLIFT ONLY CUBE FOOTING d (IN) 6 15 16 17 17 18 19 19 20 100 Exposure C 8 17 18 19 19 20 20 21 21 100 Exposure C 10 18 19 20 21 21 22 23 23 100 Exposure C 12 20 20 21 22 23 23 24 25 100 Exposure C 13 20 21 22 23 23 24 25 25 100 Exposure C 14 21 21 22 23 24 25 25 26 100 Exposure C B (ft) Table D8 max A 10 12 14 16 18 20 22 24 (ft) UPLIFT ONLY CUBE FOOTING d (IN) 6 17 17 18 19 19 20 20 21 115 Exposure C 8 18 19 20 21 21 22 23 23 115 Exposure C 10 20 21 21 22 23 24 24 25 115 Exposure C 12 21 22 23 24 24 25 26 26 115 Exposure C 13 22 23 23 24 25 26 26 27 115 Exposure C 14 22 23 24 25 26 26 27 28 115 Exposure C Uplift OnlyUplift Only Uplift OnlyUplift Only Equinox Standard Plan 2018 IBC 8/19/2019 Page 8 of 20 07/27/20 Mike Sheeks E. Tables for Freestanding Structures with Single Span Louvers with at least 6 posts max Ss= 75% Seismic Design Category D Ground Snow Load 20 psf Table E1 Ground Snow Load 25 psf Table E3 Single 0.125"x2"x8" Aluminum Header Post Height (ft) Single 0.125"x2"x8" Aluminum Header Post Height (ft) Roof 100 Exposure C or Cube Footing 8 10 11 Roof 100 Exposure C or 8 10 11 Design 115 Exposure B Middle End Overturning Moment Design 115 Exposure B Middle End Overturning Moment Load (psf) A trib B d (in) d (in) (lbf *ft) Load (psf) A trib B d (in) d (in) (lbf *ft) MIDDLE FOOTING 20.0 6 3 20.6 22 19 1590 1971 2162 21.0 6 3 20.4 22 19 1575 1953 2141 20.0 8 4 18.8 24 20 1447 1795 1968 21.0 8 4 18.6 24 20 1433 1777 1949 20.0 10 5 17.4 25 21 1343 1665 1826 21.0 10 5 17.3 25 21 1330 1649 1808 20.0 12 6 16.4 26 22 1264 1567 1719 21.0 12 6 16.3 26 22 1253 1554 1704 20.0 13 6.5 16.0 26 23 1233 1529 1677 21.0 13 6.5 15.8 26 23 1221 1514 1661 A 20.0 14 7 15.6 27 23 1202 1490 1635 21.0 14 7 15.4 27 23 1190 1475 1618 Single 0.125"x2"x8" Aluminum Header Post Height (ft) Single 0.125"x2"x8" Aluminum Header Post Height (ft) Roof 115 Exposure C or 8 10 11 Roof 115 Exposure C or 8 10 11 MIDDLE FOOTING Design 130 Exposure B Middle End Overturning Moment Design 130 Exposure B Middle End Overturning Moment C B B END FOOTING Load (psf) A trib B d (in) d (in) (lbf *ft) Load (psf) A trib B d (in) d (in) (lbf *ft) END FOOTING 20.0 6 3 20.0 25 21 2033 2522 2766 21.0 6 3 19.7 24 21 2008 2489 2730 20.0 8 4 18.1 26 22 1847 2290 2512 21.0 8 4 17.9 26 22 1829 2268 2488 INSTRUCTIONS FOR USING THESE TABLES 20.0 10 5 16.8 27 23 1713 2124 2330 21.0 10 5 16.7 27 23 1697 2104 2308 1. These instructions are for a SINGLE SPAN FREESTANDING Equinox cover WITH 20.0 12 6 15.8 29 24 1615 2002 2196 21.0 12 6 15.7 29 24 1600 1984 2176 AT LEAST 6 POSTS. 20.0 13 6.5 15.4 29 25 1570 1947 2136 21.0 13 6.5 15.3 29 25 1556 1929 2116 2. Determine wind and snow loads for structure site area. For zero snow load areas use 20.0 14 7 15.0 30 25 1534 1902 2086 21.0 14 7 14.9 30 25 1520 1885 2067 10 psf for patio covers and 20 psf for carports or commercial structures. Table E2 Table E4 3 Choose "A". "A" will be limited by maximum louver panel span. 4 Determine maximum "B" from tables on this page USE THE BELOW TABLES WHEN USING A "B' LESS THAN THE MAXIMUM ALLOWED (MAX ROOF SNOW LOAD FOR THIS TABLE IS 30 PSF) 5 The maximum "C" is 24'' Post Height 8 ft 10 ft Table E5 6 Choose height of Structure B (ft) B (ft) 7 Determine Uplift Footing Size. max A 10 12 14 16 18 20 22 24 10 12 14 16 18 20 22 24 8 Determine Overturning Moment by cross indexing "A" and structure height (ft) OVERTURNING MOMENT (LBF*FT) 9 Lateral Force Resisting System DETAIL M 6 771 925 1079 1233 1387 1541 1695 1850 956 1147 1338 1529 1720 1911 2102 2294 100 Exposure C a. Normal Knee Brace: Details R and Q IS NOT ALLOWED 8 771 925 1079 1233 1387 1541 1695 1850 956 1147 1338 1529 1720 1911 2102 2294 100 Exposure C Moment. 10 771 925 1079 1233 1387 1541 1695 1850 956 1147 1338 1529 1720 1911 2102 2294 100 Exposure C b. Strong Knee Brace: Details S and Q IS NOT ALLOWED 12 925 925 1079 1233 1387 1541 1695 1850 1147 1147 1338 1529 1720 1911 2102 2294 100 Exposure C Moment. 13 1002 1002 1079 1233 1387 1541 1695 1850 1242 1242 1338 1529 1720 1911 2102 2294 100 Exposure C c. Post embedded in footing: Detail M 14 1079 1079 1079 1233 1387 1541 1695 1850 1338 1338 1338 1529 1720 1911 2102 2294 100 Exposure C i Determine "Overturning Moment" from tables on this page ii. Go to Tables X1 or X2. Cross index the required footing size from #7 (Uplift Post Height 8 ft 10 ft Table E6 Footing Size) and Overturning Moment to determine allowable B (ft) B (ft) footing sizes max A 10 12 14 16 18 20 22 24 10 12 14 16 18 20 22 24 (ft) OVERTURNING MOMENT (LBF*FT) 6 1019 1223 1427 1631 1835 2038 2242 2446 1264 1517 1769 2022 2275 2528 2780 3033 115 Exposure C 8 1019 1223 1427 1631 1835 2038 2242 2446 1264 1517 1769 2022 2275 2528 2780 3033 115 Exposure C 10 1019 1223 1427 1631 1835 2038 2242 2446 1264 1517 1769 2022 2275 2528 2780 3033 115 Exposure C 12 1223 1223 1427 1631 1835 2038 2242 2446 1517 1517 1769 2022 2275 2528 2780 3033 115 Exposure C 13 1325 1325 1427 1631 1835 2038 2242 2446 1643 1643 1769 2022 2275 2528 2780 3033 115 Exposure C 14 1427 1427 1427 1631 1835 2038 2242 2446 1769 1769 1769 2022 2275 2528 2780 3033 115 Exposure C B (ft) Table E7 max A 10 12 14 16 18 20 22 24 (ft) UPLIFT ONLY CUBE FOOTING d (IN) 6 17 19 20 20 21 22 23 23 100 Exposure C 8 19 20 21 22 23 24 25 26 100 Exposure C 10 21 22 23 24 25 26 27 28 100 Exposure C 12 22 23 25 26 27 28 29 29 100 Exposure C 13 23 24 25 26 27 28 29 30 100 Exposure C 14 23 25 26 27 28 29 30 31 100 Exposure C B (ft) Table E8 max A 10 12 14 16 18 20 22 24 (ft) UPLIFT ONLY CUBE FOOTING d (IN) 6 19 20 21 22 23 24 24 25 115 Exposure C 8 21 22 23 24 25 26 27 28 115 Exposure C 10 22 24 25 26 27 28 29 30 115 Exposure C 12 24 25 26 28 29 30 31 32 115 Exposure C 13 24 26 27 28 30 31 32 33 115 Exposure C 14 25 26 28 29 30 31 32 33 115 Exposure C Uplift OnlyUplift Only Uplift OnlyUplift Only Equinox Standard Plan 2018 IBC 8/19/2019 Page 9 of 20 07/27/20 Mike Sheeks F. Tables for Freestanding Structures with Multi Span Louvers with 4 posts max Ss= 75% Seismic Design Category D Ground Snow Load 20 psf Table F1 Ground Snow Load 25 psf Table F3 Single 0.125"x2"x8" Aluminum Header Post Height (ft) Single 0.125"x2"x8" Aluminum Header Post Height (ft) Roof 100 Exposure C or Cube Footing 8 10 11 Roof 100 Exposure C or Cube Footing 8 10 11 Design 115 Exposure B Exterior Overturning Moment Design 115 Exposure B Exterior Overturning Moment END FOOTING END FOOTING Load (psf) A trib Return Beams B d (in) (lbf *ft) Load (psf) A trib Return Beams B d (in) (lbf *ft) 20.0 6 6 1 19.7 23 759 941 1032 21.0 6 6 1 19.6 23 755 936 1026 20.0 8 8 2 17.9 25 692 858 941 21.0 8 8 2 17.8 25 685 849 931 20.0 10 10 3 16.7 26 771 956 1048 21.0 10 10 3 16.5 26 771 956 1048 20.0 12 12 4 15.7 28 925 1147 1258 21.0 12 12 4 15.5 27 925 1147 1258 20.0 13 13 5 15.3 28 1002 1242 1363 21.0 13 13 5 15.1 28 1002 1242 1363 20.0 14 14 6 14.9 29 1079 1338 1467 21.0 14 14 6 14.8 29 1079 1338 1467 A Single 0.125"x2"x8" Aluminum Header Post Height (ft) Single 0.125"x2"x8" Aluminum Header Post Height (ft) Roof 115 Exposure C or Cube Footing 8 10 11 Roof 115 Exposure C or Cube Footing 8 10 11 Post at midspan or Design 130 Exposure B Exterior Overturning Moment Design 130 Exposure B Exterior Overturning Moment B This header requires 2 beams < use number of Return Load (psf) A trib Return Beams B d (in) (lbf *ft) Load (psf) A trib Return Beams B d (in) (lbf *ft) Beams. 20.0 6 6 1 19.1 26 975 1209 1326 21.0 6 6 1 19.0 26 967 1200 1316 20.0 8 8 2 17.4 28 885 1097 1204 21.0 8 8 2 17.3 28 879 1090 1196 20.0 10 10 2 16.1 29 1019 1264 1386 21.0 10 10 3 16.0 29 1019 1264 1386 A 20.0 12 12 4 15.2 30 1223 1517 1663 21.0 12 12 4 15.1 30 1223 1517 1663 20.0 13 13 4 14.8 31 1325 1643 1802 21.0 13 13 5 14.7 31 1325 1643 1802 20.0 14 14 5 14.4 32 1427 1769 1941 21.0 14 14 6 14.3 32 1427 1769 1941 Table F2 Table F4 USE THE BELOW TABLES WHEN USING A "B' LESS THAN THE MAXIMUM ALLOWED (MAX ROOF SNOW LOAD FOR THIS TABLE IS 30 PSF) Post Height 8 ft 10 ft Table F5 C END FOOTING END FOOTING C B (ft) B (ft) max A 10 12 14 16 18 20 22 24 10 12 14 16 18 20 22 24 INSTRUCTIONS FOR USING THESE TABLES (ft) OVERTURNING MOMENT (LBF*FT) 1. These instructions are for a MULTI SPAN FREESTANDIN G Equinox cover WITH 6 462 462 539 617 694 771 848 925 573 573 669 765 860 956 1051 1147 100 Exposure C ONLY FOUR POSTS. 8 617 617 617 617 694 771 848 925 765 765 765 765 860 956 1051 1147 100 Exposure C 2. Determine wind and snow loads for structure site area. For zero snow load areas use 10 771 771 771 771 787 875 962 1050 956 956 956 956 976 1085 1193 1302 100 Exposure C 10 psf for patio covers and 20 psf for carports or commercial structures. 12 925 925 925 925 945 1050 1155 1260 1147 1147 1147 1147 1172 1302 1432 1562 100 Exposure C 3 Choose "A". "A" will be limited by maximum louver panel span. 13 1002 1002 1002 1002 1024 1137 1251 1365 1242 1242 1242 1242 1269 1410 1551 1692 100 Exposure C 4 Determine maximum "B" from tables on this page 14 1079 1079 1079 1079 1102 1225 1347 1470 1338 1338 1338 1338 1367 1519 1671 1823 100 Exposure C 5 The maximum "C" is 24'' 6 Choose height of Structure Post Height 8 ft 10 ft Table F6 7 Determine Uplift Footing Size. B (ft) B (ft) 8 Determine Overturning Moment by cross indexing "A" and structure height max A 10 12 14 16 18 20 22 24 10 12 14 16 18 20 22 24 9 Lateral Force Resisting System DETAIL M (ft) OVERTURNING MOMENT (LBF*FT) a. Normal Knee Brace: Details R and Q IS NOT ALLOWED 6 612 612 713 815 917 1019 1121 1223 758 758 885 1011 1137 1264 1390 1517 115 Exposure C Moment. 8 815 815 815 815 917 1019 1121 1223 1011 1011 1011 1011 1137 1264 1390 1517 115 Exposure C b. Strong Knee Brace: Details S and Q IS NOT ALLOWED 10 1019 1019 1019 1019 1019 1019 1121 1223 1264 1264 1264 1264 1264 1264 1390 1517 115 Exposure C Moment. 12 1223 1223 1223 1223 1223 1223 1223 1260 1517 1517 1517 1517 1517 1517 1517 1562 115 Exposure C c. Post embedded in footing: Detail M 13 1325 1325 1325 1325 1325 1325 1325 1365 1643 1643 1643 1643 1643 1643 1643 1692 115 Exposure C i Determine "Overturning Moment" from tables on this page 14 1427 1427 1427 1427 1427 1427 1427 1470 1769 1769 1769 1769 1769 1769 1769 1823 115 Exposure C ii. Go to Tables X1 or X2. Cross index the required footing size from #7 (Uplift Footing Size) and Overturning Moment to determine allowable B (ft) Table F7 footing sizes max A 10 12 14 16 18 20 22 24 10 Use mid post OR number of return beams indicated in tables (G1-G4). (ft) UPLIFT ONLY CUBE FOOTING d (IN) 6 19 20 21 22 23 24 24 25 100 Exposure C 8 21 22 23 24 25 26 27 28 100 Exposure C 10 22 24 25 26 27 28 29 30 100 Exposure C 12 24 25 26 28 29 30 31 32 100 Exposure C 13 24 26 27 28 29 30 31 32 100 Exposure C 14 25 26 28 29 30 31 32 33 100 Exposure C B (ft) Table F8 max A 10 12 14 16 18 20 22 24 (ft) UPLIFT ONLY CUBE FOOTING d (IN) 6 21 22 23 24 25 26 27 27 115 Exposure C 8 23 24 25 26 27 28 29 30 115 Exposure C 10 24 26 27 28 30 31 32 33 115 Exposure C 12 26 27 29 30 31 33 34 35 115 Exposure C 13 27 28 30 31 32 33 35 36 115 Exposure C 14 27 29 30 32 33 34 35 36 115 Exposure C Uplift OnlyUplift Only Uplift OnlyUplift Only Equinox Standard Plan 2018 IBC 8/19/2019 Page 10 of 20 07/27/20 Mike Sheeks G. Tables for Attached Structures with Multi Span Louvers with at Least 3 Posts max Ss= 75% Seismic Design Category D Ground Snow Load 20 psf Table G1 Ground Snow Load 25 psf Table G3 Single 0.125"x2"x8" Aluminum Header Post Height (ft) Single 0.125"x2"x8" Aluminum Header Post Height (ft) Roof 100 Exposure C or Cube Footing 8 10 11 Roof 100 Exposure C or 8 10 11 ATTACHED STRUCTURE Design 115 Exposure B Middle End Overturning Moment Design 115 Exposure B Middle End Overturning Moment Load (psf) A trib B (on slab) B d (in) d (in) (lbf *ft) Load (psf) A trib B (on slab) B d (in) d (in) (lbf *ft) 20.0 6 6 10.6 15.9 24 19 706 875 960 21.0 6 6 10.2 15.7 23 19 699 867 951 20.0 8 8 8.0 14.4 25 20 642 796 873 21.0 8 8 7.7 14.3 25 20 635 787 863 20.0 10 10 6.4 13.4 26 21 595 737 809 21.0 10 10 6.1 13.3 26 21 590 731 802 20.0 12 12 5.3 12.6 27 22 661 820 899 21.0 12 12 5.1 12.5 27 22 655 813 891 20.0 13 13 4.9 12.3 28 22 697 865 949 21.0 13 13 4.7 12.2 28 22 691 857 940 B 20.0 14 14 4.6 12.0 28 23 733 909 997 21.0 14 14 4.4 11.9 28 22 726 900 987 Single 0.125"x2"x8" Aluminum Header Post Height (ft) Single 0.125"x2"x8" Aluminum Header Post Height (ft) Roof 115 Exposure C or 8 10 11 Roof 115 Exposure C or 8 10 11 MIDDLE FOOTING Design 130 Exposure B Middle End Overturning Moment Design 130 Exposure B Middle End Overturning Moment A A END FOOTING Load (psf) A trib B (on slab) B d (in) d (in) (lbf *ft) Load (psf) A trib B (on slab) B d (in) d (in) (lbf *ft) END FOOTING 20.0 6 6 10.6 15.9 26 21 933 1157 1269 21.0 6 6 10.2 15.3 26 20 898 1114 1222 20.0 8 8 8.0 14.4 28 22 849 1052 1154 21.0 8 8 7.7 13.9 28 22 816 1012 1110 INSTRUCTIONS FOR USING THESE TABLES 20.0 10 10 6.4 13.4 29 23 786 975 1069 21.0 10 10 6.1 12.9 29 23 758 940 1031 1. These instructions are for a SINGLE SPAN ATTACHED Equinox cover WITH AT 20.0 12 12 5.3 12.6 30 24 740 918 1007 21.0 12 12 5.1 12.1 30 24 713 884 969 LEAST 3 POSTS. 20.0 13 13 4.9 12.3 31 25 721 894 980 21.0 13 13 4.7 11.8 31 24 693 860 943 2. Determine wind and snow loads for structure site area. For zero snow load areas use 20.0 14 14 4.6 12.0 32 25 733 909 997 21.0 14 14 4.4 11.4 31 25 695 862 945 10 psf for patio covers and 20 psf for carports or commercial structures. Table G2 Table G4 3 Choose "A". "A" will be limited by maximum louver panel span. 4 Determine maximum "B" from tables on this page USE THE BELOW TABLES WHEN USING A "B' LESS THAN THE MAXIMUM ALLOWED (MAX ROOF SNOW LOAD FOR THIS TABLE IS 30 PSF) 5 The maximum "C" is 0". (no overhangs) Post Height 8 ft 10 ft Table G5 6 Choose height of Structure B (ft) B (ft) 7 Determine Uplift Footing Size. max A 10 12 14 16 18 20 22 24 10 12 14 16 18 20 22 24 8 Determine Overturning Moment by cross indexing "A" and structure height (ft) OVERTURNING MOMENT (LBF*FT) 9 Choose Lateral Force Resisting System 6 444 533 622 711 800 889 977 1066 551 661 771 881 992 1102 1212 1322 100 Exposure C a. Normal Knee Brace: Details R and Q 8 444 533 622 711 800 889 977 1066 551 661 771 881 992 1102 1212 1322 100 Exposure C This knee brace is allowed if Moment Connection Value in Detail R is greater than 10 444 533 622 711 800 889 977 1066 551 661 771 881 992 1102 1212 1322 100 Exposure C Overturning Moment. 12 525 630 735 840 945 1050 1155 1260 651 781 911 1041 1172 1302 1432 1562 100 Exposure C b. Strong Knee Brace: Details S and Q 13 569 682 796 910 1024 1137 1251 1365 705 846 987 1128 1269 1410 1551 1692 100 Exposure C This knee brace is allowed if Moment Connection Value in Detail S is greater than 14 612 735 857 980 1102 1225 1347 1470 759 911 1063 1215 1367 1519 1671 1823 100 Exposure C Overturning Moment. c. Post embedded in footing: Detail M Post Height 8 ft 10 ft Table G6 i Determine "Overturning Moment" from tables on this page B (ft) B (ft) ii. Go to Tables X1 or X2. Cross index the required footing size from #7 (Uplift max A 10 12 14 16 18 20 22 24 10 12 14 16 18 20 22 24 Footing Size) and Overturning Moment to determine allowable (ft) OVERTURNING MOMENT (LBF*FT) footing sizes. 6 588 705 823 940 1058 1175 1293 1410 729 874 1020 1166 1311 1457 1603 1749 115 Exposure C 10 Fasten to wall at every header per Detail J2 8 588 705 823 940 1058 1175 1293 1410 729 874 1020 1166 1311 1457 1603 1749 115 Exposure C 10 588 705 823 940 1058 1175 1293 1410 729 874 1020 1166 1311 1457 1603 1749 115 Exposure C FOR STRUCTURES ATTACHED TO 3.5" CONCRETE SLABS 12 588 705 823 940 1058 1175 1293 1410 729 874 1020 1166 1311 1457 1603 1749 115 Exposure C SLAB 1 Follow Instructions #1-3 above. 13 588 705 823 940 1058 1175 1293 1410 729 874 1020 1166 1311 1457 1603 1749 115 Exposure C SLAB 2 Maximum post spacing is "B (on slab)" 14 612 735 857 980 1102 1225 1347 1470 759 911 1063 1215 1367 1519 1671 1823 115 Exposure C SLAB 3 Follow Instructions #5-8 above. SLAB 4 Follow #9 above, embedding into concrete is not an option. B (ft) Table G7 SLAB 5 Fasten to wall at every header per Detail J2 max A 10 12 14 16 18 20 22 24 (ft) UPLIFT ONLY CUBE FOOTING d (IN) 6 20 21 23 24 25 25 26 27 100 Exposure C 8 22 24 25 26 27 28 29 30 100 Exposure C 10 24 25 27 28 29 30 31 32 100 Exposure C 12 25 27 28 30 31 32 33 34 100 Exposure C 13 26 28 29 31 32 33 34 35 100 Exposure C 14 27 28 30 31 33 34 35 36 100 Exposure C B (ft) Table G8 max A 10 12 14 16 18 20 22 24 (ft) UPLIFT ONLY CUBE FOOTING d (IN) 6 22 24 25 26 27 28 29 30 115 Exposure C 8 25 26 28 29 30 31 32 33 115 Exposure C 10 27 28 30 31 32 33 35 36 115 Exposure C 12 28 30 32 33 34 36 37 38 115 Exposure C 13 29 31 32 34 35 37 38 39 115 Exposure C 14 30 32 33 35 36 37 39 40 115 Exposure C Uplift OnlyUplift Only Uplift OnlyUplift Only Equinox Standard Plan 2018 IBC 8/19/2019 Page 11 of 20 07/27/20 Mike Sheeks W. ATTACHMENT TO WALL #14 SCREW W/ 2.5" EMBEDMENT IN DOUGLAS FIR WOOD (DETAIL J1) TABLE W1 Live Load Ground Snow Loads 10 20 25 30 psf 35.7 psf 43 psf 50 psf 60 psf Roof Design+ Dead Load 13.5 psf 23.5 psf 24.5 psf 28.7 psf 33.5 psf 39.6 psf 45.5 psf 53.9 psf Net Wind Number of Fasteners per 16 in Wind Speed and Exposure Uplift 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 2 3 Load (psf) ALLOWABLE PROJECTION (FT) 95 Exposure B 10.6 23 24 24 13 24 24 15 24 24 12 24 24 11 22 24 9 18 24 8 16 24 13 20 100 Exposure B 11.7 23 24 24 13 24 24 15 24 24 12 24 24 11 22 24 9 18 24 8 16 24 13 20 105 Exposure B 12.9 23 24 24 13 24 24 15 24 24 12 24 24 11 22 24 9 18 24 8 16 24 13 20 110 Exposure B 14.2 23 24 24 13 24 24 15 24 24 12 24 24 11 22 24 9 18 24 8 16 24 13 20 115 Exposure B 15.5 23 24 24 13 24 24 15 24 24 12 24 24 11 22 24 9 18 24 8 16 24 13 20 120 Exposure B 16.8 23 24 24 13 24 24 15 24 24 12 24 24 11 22 24 9 18 24 8 16 24 13 20 130 Exposure B 19.8 23 24 24 13 24 24 15 24 24 12 24 24 11 22 24 9 18 24 8 16 24 13 20 95 Exposure C 29.9 17 24 24 13 24 24 15 24 24 12 24 24 11 22 24 9 18 24 8 16 24 13 20 100 Exposure C 14.8 23 24 24 13 24 24 15 24 24 12 24 24 11 22 24 9 18 24 8 16 24 13 20 105 Exposure C 16.4 23 24 24 13 24 24 15 24 24 12 24 24 11 22 24 9 18 24 8 16 24 13 20 110 Exposure C 18.1 23 24 24 13 24 24 15 24 24 12 24 24 11 22 24 9 18 24 8 16 24 13 20 115 Exposure C 19.8 23 24 24 13 24 24 15 24 24 12 24 24 11 22 24 9 18 24 8 16 24 13 20 120 Exposure C 21.7 23 24 24 13 24 24 15 24 24 12 24 24 11 22 24 9 18 24 8 16 24 13 20 130 Exposure C 23.6 21 24 24 13 24 24 15 24 24 12 24 24 11 22 24 9 18 24 8 16 24 13 20 140 Exposure C 27.7 18 24 24 13 24 24 15 24 24 12 24 24 11 22 24 9 18 24 8 16 24 13 20 150 Exposure C 32.1 16 24 24 13 24 24 15 24 24 12 24 24 11 22 24 9 18 24 8 16 24 13 20 160 Exposure C 32.1 16 24 24 13 24 24 15 24 24 12 24 24 11 22 24 9 18 24 8 16 24 13 20 TABLE W2 #14 SCREW W/ 1.5" EMBEDMENT IN DOUGLAS FIR WOOD (DETAIL T) Live Load Ground Snow Loads 10 20 25 30 psf 35.7 psf 43 psf 50 psf 60 psf Roof Design+ Dead Load 13.5 psf 23.5 psf 24.5 psf 28.7 psf 33.5 psf 39.6 psf 45.5 psf 53.9 psf Net Wind Number of Fasteners per 24 in Wind Speed and Exposure Uplift 1 2 3 2 3 4 2 3 4 2 3 4 2 3 4 2 3 4 3 4 5 3 4 Load (psf) ALLOWABLE PROJECTION (FT) 95 Exposure B 10.6 9 19 24 11 16 22 12 18 24 10 15 21 9 13 18 7 11 15 10 13 16 8 11 100 Exposure B 11.7 9 19 24 11 16 22 12 18 24 10 15 21 9 13 18 7 11 15 10 13 16 8 11 105 Exposure B 12.9 9 19 24 11 16 22 12 18 24 10 15 21 9 13 18 7 11 15 10 13 16 8 11 110 Exposure B 14.2 9 19 24 11 16 22 12 18 24 10 15 21 9 13 18 7 11 15 10 13 16 8 11 115 Exposure B 15.5 9 19 24 11 16 22 12 18 24 10 15 21 9 13 18 7 11 15 10 13 16 8 11 120 Exposure B 16.8 9 19 24 11 16 22 12 18 24 10 15 21 9 13 18 7 11 15 10 13 16 8 11 130 Exposure B 19.8 9 19 24 11 16 22 12 18 24 10 15 21 9 13 18 7 11 15 10 13 16 8 11 95 Exposure C 29.9 6 13 20 11 16 22 12 18 24 10 15 21 9 13 18 7 11 15 10 13 16 8 11 100 Exposure C 14.8 9 19 24 11 16 22 12 18 24 10 15 21 9 13 18 7 11 15 10 13 16 8 11 105 Exposure C 16.4 9 19 24 11 16 22 12 18 24 10 15 21 9 13 18 7 11 15 10 13 16 8 11 110 Exposure C 18.1 9 19 24 11 16 22 12 18 24 10 15 21 9 13 18 7 11 15 10 13 16 8 11 115 Exposure C 19.8 9 19 24 11 16 22 12 18 24 10 15 21 9 13 18 7 11 15 10 13 16 8 11 120 Exposure C 21.7 9 19 24 11 16 22 12 18 24 10 15 21 9 13 18 7 11 15 10 13 16 8 11 130 Exposure C 23.6 8 17 24 11 16 22 12 18 24 10 15 21 9 13 18 7 11 15 10 13 16 8 11 140 Exposure C 27.7 7 14 22 11 16 22 12 18 24 10 15 21 9 13 18 7 11 15 10 13 16 8 11 150 Exposure C 32.1 6 12 19 11 16 22 12 18 24 10 15 21 9 13 18 7 11 15 10 13 16 8 11 160 Exposure C 32.1 6 12 19 11 16 22 12 18 24 10 15 21 9 13 18 7 11 15 10 13 16 8 11 Equinox Standard Plan 2018 IBC 8/19/2019 Page 12 of 20 07/27/20 Mike Sheeks X. MOMENT RESISTING FOOTING SIZE Table X1 4000 LBF*FT IS MAXIMUM MOMENT FOR ALUMINUM POST REQUIRES STEEL POST Uplift Overturning Moment (lbf*ft) CUBE FOOTING (in) d x d x d Footing 200 400 600 800 1000 1200 1400 1600 1800 2000 2200 2400 2600 2800 3000 3200 3400 3600 3800 4000 4250 4500 4750 5000 18 18 19 21 22 24 25 26 27 27 28 29 29 30 31 31 32 32 33 33 33 34 34 35 35 20 20 20 21 22 24 25 26 27 27 28 29 29 30 31 31 32 32 33 33 33 34 34 35 35 21 21 21 21 22 24 25 26 27 27 28 29 29 30 31 31 32 32 33 33 33 34 34 35 35 22 22 22 22 22 24 25 26 27 27 28 29 29 30 31 31 32 32 33 33 33 34 34 35 35 23 23 23 23 23 24 25 26 27 27 28 29 29 30 31 31 32 32 33 33 33 34 34 35 35 24 24 24 24 24 24 25 26 27 27 28 29 29 30 31 31 32 32 33 33 33 34 34 35 35 25 25 25 25 25 25 25 26 27 27 28 29 29 30 31 31 32 32 33 33 33 34 34 35 35 26 26 26 26 26 26 26 26 27 27 28 29 29 30 31 31 32 32 33 33 33 34 34 35 35 27 27 27 27 27 27 27 27 27 27 28 29 29 30 31 31 32 32 33 33 33 34 34 35 35 28 28 28 28 28 28 28 28 28 28 28 29 29 30 31 31 32 32 33 33 33 34 34 35 35 29 29 29 29 29 29 29 29 29 29 29 29 29 30 31 31 32 32 33 33 33 34 34 35 35 30 30 30 30 30 30 30 30 30 30 30 30 30 30 31 31 32 32 33 33 33 34 34 35 35 31 31 31 31 31 31 31 31 31 31 31 31 31 31 31 31 32 32 33 33 33 34 34 35 35 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 33 33 33 34 34 35 35 33 33 33 33 33 33 33 33 33 33 33 33 33 33 33 33 33 33 33 33 33 34 34 35 35 34 34 34 34 34 34 34 34 34 34 34 34 34 34 34 34 34 34 34 34 34 34 34 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 37 37 37 37 37 37 37 37 37 37 37 37 37 37 37 37 37 37 37 37 37 37 37 37 37 38 38 38 38 38 38 38 38 38 38 38 38 38 38 38 38 38 38 38 38 38 38 38 38 38 39 39 39 39 39 39 39 39 39 39 39 39 39 39 39 39 39 39 39 39 39 39 39 39 39 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 Table X2 Uplift Overturning Moment (lbf*ft) SMALLEST FOOTING WIDTH x WIDTH x DEPTH Footing 200 400 600 800 1000 1200 1400 1600 1800 2000 2200 2400 2600 2800 3000 3200 3400 3600 3800 4000 4250 4500 4750 5000 18 20x20x15 17x17x19 16x16x23 15x15x25 14x14x28 14x14x30 14x14x32 13x13x34 13x13x35 13x13x37 12x12x38 12x12x39 12x12x41 12x12x42 12x12x43 11x11x44 11x11x45 11x11x46 11x11x47 11x11x48 11x11x50 11x11x51 11x11x52 10x10x53 20 24x24x14 21x21x18 19x19x21 18x18x24 18x18x26 17x17x28 16x16x30 16x16x32 16x16x33 15x15x34 15x15x36 15x15x37 14x14x38 14x14x39 14x14x41 14x14x42 14x14x43 14x14x44 13x13x45 13x13x45 13x13x47 13x13x48 13x13x49 13x13x50 21 26x26x13 23x23x18 21x21x21 20x20x23 19x19x25 18x18x27 18x18x29 17x17x31 17x17x32 17x17x33 16x16x35 16x16x36 16x16x37 16x16x38 15x15x39 15x15x40 15x15x41 15x15x42 15x15x43 14x14x44 14x14x45 14x14x46 14x14x47 14x14x48 22 29x29x13 25x25x17 23x23x20 22x22x23 21x21x25 20x20x27 19x19x28 19x19x30 18x18x31 18x18x33 18x18x34 17x17x35 17x17x36 17x17x37 17x17x38 16x16x39 16x16x40 16x16x41 16x16x42 16x16x43 16x16x44 15x15x45 15x15x46 15x15x47 23 31x31x13 27x27x17 25x25x20 24x24x22 23x23x24 22x22x26 21x21x27 20x20x29 20x20x30 20x20x32 19x19x33 19x19x34 19x19x35 18x18x36 18x18x37 18x18x38 18x18x39 17x17x40 17x17x41 17x17x42 17x17x43 17x17x44 16x16x45 16x16x46 24 34x34x12 29x29x16 27x27x19 25x25x21 24x24x23 23x23x25 23x23x27 22x22x28 22x22x30 21x21x31 21x21x32 20x20x33 20x20x34 20x20x35 20x20x36 19x19x37 19x19x38 19x19x39 19x19x40 18x18x41 18x18x42 18x18x43 18x18x44 18x18x45 25 36x36x12 31x31x16 29x29x19 27x27x21 26x26x23 25x25x25 24x24x26 24x24x28 23x23x29 23x23x30 22x22x31 22x22x32 22x22x33 21x21x34 21x21x35 21x21x36 20x20x37 20x20x38 20x20x39 20x20x40 20x20x41 19x19x42 19x19x43 19x19x43 26 39x39x12 34x34x15 31x31x18 29x29x20 28x28x22 27x27x24 26x26x26 26x26x27 25x25x28 24x24x29 24x24x31 24x24x32 23x23x33 23x23x34 23x23x35 22x22x36 22x22x36 22x22x37 21x21x38 21x21x39 21x21x40 21x21x41 21x21x42 20x20x42 27 41x41x11 36x36x15 33x33x18 31x31x20 30x30x22 29x29x23 28x28x25 27x27x26 27x27x28 26x26x29 26x26x30 25x25x31 25x25x32 24x24x33 24x24x34 24x24x35 24x24x36 23x23x36 23x23x37 23x23x38 22x22x39 22x22x40 22x22x41 22x22x42 28 44x44x11 39x39x15 36x36x17 34x34x20 32x32x21 31x31x23 30x30x24 29x29x26 29x29x27 28x28x28 27x27x29 27x27x30 26x26x31 26x26x32 26x26x33 25x25x34 25x25x35 25x25x36 25x25x36 24x24x37 24x24x38 24x24x39 23x23x40 23x23x41 29 47x47x11 41x41x14 38x38x17 36x36x19 34x34x21 33x33x22 32x32x24 31x31x25 30x30x26 30x30x28 29x29x29 29x29x30 28x28x31 28x28x32 27x27x32 27x27x33 27x27x34 26x26x35 26x26x36 26x26x36 26x26x37 25x25x38 25x25x39 25x25x40 30 50x50x11 44x44x14 40x40x17 38x38x19 36x36x20 35x35x22 34x34x23 33x33x25 32x32x26 32x32x27 31x31x28 30x30x29 30x30x30 30x30x31 29x29x32 29x29x33 28x28x33 28x28x34 28x28x35 28x28x36 27x27x37 27x27x37 27x27x38 26x26x39 31 53x53x11 46x46x14 43x43x16 40x40x18 39x39x20 37x37x22 36x36x23 35x35x24 34x34x25 34x34x26 33x33x28 32x32x28 32x32x29 31x31x30 31x31x31 31x31x32 30x30x33 30x30x34 29x29x34 29x29x35 29x29x36 29x29x37 28x28x37 28x28x38 32 56x56x10 49x49x14 45x45x16 43x43x18 41x41x20 39x39x21 38x38x23 37x37x24 36x36x25 36x36x26 35x35x27 34x34x28 34x34x29 33x33x30 33x33x31 32x32x31 32x32x32 32x32x33 31x31x34 31x31x34 31x31x35 30x30x36 30x30x37 30x30x37 33 59x59x10 52x52x13 48x48x16 45x45x18 43x43x19 42x42x21 40x40x22 39x39x23 38x38x24 38x38x26 37x37x27 36x36x27 36x36x28 35x35x29 35x35x30 34x34x31 34x34x32 33x33x32 33x33x33 33x33x34 32x32x34 32x32x35 32x32x36 31x31x37 34 63x63x10 55x55x13 50x50x15 48x48x17 45x45x19 44x44x20 43x43x22 41x41x23 40x40x24 40x40x25 39x39x26 38x38x27 38x38x28 37x37x29 37x37x29 36x36x30 36x36x31 35x35x32 35x35x32 34x34x33 34x34x34 34x34x35 33x33x35 33x33x36 35 66x66x10 58x58x13 53x53x15 50x50x17 48x48x19 46x46x20 45x45x21 44x44x23 43x43x24 42x42x25 41x41x26 40x40x26 40x40x27 39x39x28 38x38x29 38x38x30 38x38x30 37x37x31 37x37x32 36x36x32 36x36x33 35x35x34 35x35x35 35x35x36 36 70x70x10 61x61x13 56x56x15 53x53x17 50x50x18 49x49x20 47x47x21 46x46x22 45x45x23 44x44x24 43x43x25 42x42x26 42x42x27 41x41x28 40x40x28 40x40x29 39x39x30 39x39x31 39x39x31 38x38x32 38x38x33 37x37x33 37x37x34 37x37x35 37 73x73x9 64x64x13 59x59x15 55x55x17 53x53x18 51x51x19 50x50x21 48x48x22 47x47x23 46x46x24 45x45x25 44x44x26 44x44x26 43x43x27 43x43x28 42x42x29 41x41x29 41x41x30 41x41x31 40x40x31 40x40x32 39x39x33 39x39x34 38x38x34 38 77x77x9 67x67x12 62x62x14 58x58x16 56x56x18 54x54x19 52x52x20 51x51x21 49x49x22 48x48x23 47x47x24 47x47x25 46x46x26 45x45x27 45x45x28 44x44x28 44x44x29 43x43x30 43x43x30 42x42x31 42x42x32 41x41x32 41x41x33 40x40x34 39 80x80x9 70x70x12 65x65x14 61x61x16 58x58x17 56x56x19 54x54x20 53x53x21 52x52x22 51x51x23 50x50x24 49x49x25 48x48x26 47x47x26 47x47x27 46x46x28 46x46x29 45x45x29 45x45x30 44x44x30 44x44x31 43x43x32 43x43x33 42x42x33 40 84x84x9 73x73x12 68x68x14 64x64x16 61x61x17 59x59x19 57x57x20 55x55x21 54x54x22 53x53x23 52x52x24 51x51x24 50x50x25 50x50x26 49x49x27 48x48x27 48x48x28 47x47x29 47x47x29 46x46x30 46x46x31 45x45x31 45x45x32 44x44x33 Equinox Standard Plan 2018 IBC 8/19/2019 Page 13 of 20 07/27/20 Mike Sheeks Equinox Standard Plan 2018 IBC 8/19/2019 Page 14 of 20 07/27/20 Mike Sheeks Equinox Standard Plan 2018 IBC 8/19/2019 Page 15 of 20 07/27/20 Mike Sheeks Equinox Standard Plan 2018 IBC 8/19/2019 Page 16 of 20 07/27/20 Mike Sheeks Equinox Standard Plan 2018 IBC 8/19/2019 Page 17 of 20 07/27/20 Mike Sheeks Equinox Standard Plan 2018 IBC 8/19/2019 Page 18 of 20 07/27/20 Mike Sheeks Equinox Standard Plan 2018 IBC 8/19/2019 Page 19 of 20 07/27/20 Mike Sheeks Equinox Standard Plan 2018 IBC 8/19/2019 Page 19 of 19 07/27/20 Mike Sheeks