620 112TH ST SE SPACE 208 2020-02-25

• 7.0 CONCRETE FOOTING OPTIONS CONVERSION TO SQUARE TOP FOOTING For Single Span Attachec SITE SPECIFIC FOOTING TABLE for SINGLE SPAN Attached Stricture: EQUIVALENT FOOTINGS FOR Footings Only Wind Condition FREESTAND AND TEFooting Depth 110 MPH 110 MCH 115 IBH'115 MPH 130 MPH 140 MPH 150 MPH 160 � ,�`, � o DIAMEETERR OF OF 18" 24" 30" 35" Exp BB Exp C ExppB Exp C Exp C Exp C Exp C Expp C C W = z CIRCULAR d(In) Required Side of Square Footing or or or or or Lattice A a 4. Z FOOTINGS(IN) 20" 21" 18" 16" 15" Trib 130 MPH 150 MPH 150 MPH 170 MPH 180 MPH Trib iz z 12" 18" 24" 36" 21" 23" 20" 18" 16" Area Exp B Exp B Exp B Exp B Exp B Area 112 PANEL SPAN N P F 22" 24" 21" 19" 17" (sq it) Required"d"of Footing(h( Qui ft) 8z 8 8 DEPTH OF 23" 26" 23" 20" 18" 15 15" 16" 15" 17" 18" 9" 20'" 21" 25 • "1 1 I�Panei�Span 1 �' CIRCULAR 24" 28" 24" 21" 20" 20 16" 18" 17" 19" 20" 21" 22" 23" 33 Corner Trib Area I Trlb Area for 1/2 PANEL SPAN FOOTINGS(IN) 25" 29" 28" 23" 21" 25 17" 19" 18" 20" 22" 23" 24" 25" 42 I Middle Posi 14" 17" 24" 14" 4' 14" 26" 31" 27" 24" 22" 30 18" 21" 19" 21" 23" 24" 26" 27" 50 I 1 15" 18" 30" 15" 15" 15" 27" 33" 29" 26" 23" 35 19" 22" 20" 22" 24" 26" 27" 28" 58 a-v ----�t 11 it 16" 19" 36" 16" 16" 16" 28" 35" 30" 27" 25" 40 20" 23" 21" 23" 25" 27" 28" 29" 67 Post Spacing Panel 17" 21" 43" 19" 17" 17" 29" 37" 32" 29" 26" 45 21" 24" 22" 24" 26" 28" 29" 31" 75 v I : rhang 18" 22" 52" 23" 18" 18" 30" 39" 34" 30" 27" 50 22" 24" 22" 25" 27" 29" 30" 32" 83 Figure 1 19" 23" 61" 27" 19" 19" 31" 41" 35" 32" 29" 55 22" 25" 23" 28" 28" 30" 31" 33" 92 Determine Trib Area from Figure 1 20" 24" n/a 31" 20" 20" 32" 43" 37" 33" 30" 80 23" 26" 24" 27" 29" 31" 32" 34" 100 21" 26" n/a 36" 21" 21" 33" 45" 39" 35" 32" 65 24" 27" 24" 28" 30" 31" 33" 34" 108 INSTRUCTIONS TO USE TABLE 7.10 22" 27" Na 42" 24" 22" 34" 47" 40" 36" 33" 70 24" 27" 25" 28" 31" 32" 34" 35" 117 1.TABLE IS FOR SINGLE SPAN ATTACHED UNITS ONLI 23" 28" n/a 48" 27" 23" 35" 49" 42" 38" 35" 80 25" 29" 26" 29" 32" 34" 35" 37" 133 2. DETERMINE ACTUAL TRIBUTARY ARE/ 24" 30" n/a 54" 31" 24" 36" 51" 44" 39" 36" 90 26" 30" 27" 31" 33" 35" 37" 38" 150 FOR MIDDLE POSTS THIS IS: 25" 31" Na 61" 35" 25" 37" 53" 46" 41" 38" 100 27" 31" 28" 32" 35" 36" 38" 40" 187 TRIB WIDTH x POST SPACING 26" 32" n/a 69" 39" 26" 38" 55" 48" 43" 39" 110 28" 32" 29" 33" 36" 38" 39" 41" 183 FOR END POSTS THIS IS: 27" 34" n/a 77" 44" 27" 39" 57" 50" 44" 41" 120 29" 33" 30" 34" 37" 39" 40" 42" 200 (OVERHANG+HALF OF POST SPACING)x TRIB WIDTI. 28" 35" n/a 86" 49" 28" 40" 60" 52" 48" 42" 130 30" 34" 31" 35" 38" 40" 42" 43" 217 3.DETERMINE FOOTING SIZE FOR WIND CONDITION 29" 36" n/a n/a 54" 29" 41" N/A 54" 48" 44" 140 31" 34" 32" 36" 39" 41" 43" 45" 233 4. FOR LATTICE USE LAST COLUMN FOR TRIB ARE/ 30" 38" n/a n/a 60" 30" 42" N/A 56" 50" 45" 150 31" 35" 32" 36" 40" 42" 44" 46" 250 31" 39" n/a Na 66" 31" 43" N/A 58" 51" 47" 160 32" 36" 33" 37" 40" 43" 45" 47" 287 Four Seasons Building Products } 32" 40" n/a n/a 72" 32" 44" N/A 60" 53" 49" 170 33" 37" 34" 38" 41" 43" 45" 48" 283 5005 Veteran's Memorial Hwy 33" 42" n/a n/a 79" 35" 45" N/A N/A 55" 50" 180 33" 37" 34" 39" 42" 44" 48" 48" 300 Holbrook,NY 11741 34" 43" n/a n/a 87" 39" 46" N/A WA 57" 52" 190 34" 38" 35" 39" 43" 45" 47" 49" 317 (631)583.4000 35" 44" n/a n/a 95" 42" 47" N/A N/A 59" 54" 200 35" 39" 36" 40" 44" 46" 48" 50" 333 36" 46" n/a n/a 103" 46" 48" N/A N/A N/A 55" 210 35" 39" 38" 41" 44" 47" 49" 51" 350 Carl Putnam,P.E. 37" 47" n/a n/a 112" 50" 49" N/A N/A N/A 57" 220 36" 40" 37" 41" 45" 47" 50" 52" 367 3441 Ivylink Place 38" 48" n/a n/a n/a 54" 50" N/A WA N/A 59" 230 38" 41" 37" 42" 46" 48" 50" 53" 383 Lynchburg,VA 24503 39" 50" n/a n/a n/a 58" TABLE 7.11 240 37" 41" 38" 43" 46" 49" 51" 53" 400 (434)384-2514 40" 51" n/a n/a n/a 63" TABLE 7.10 carloutngm®tcomcastnet 41" 53" n/a n/a n/a 68" i 42" 54" n/a n/a n/a 73" TABLE 7.8 ' 43" 55" Na Na n/a 78" ' QI ROFescrjp 44" 57" Ma n/a n/a 84" o I ' �5 V 1- '+��3�sq`' OftEIV i" ioN ��` C� Y 3s�O r�' q9L 0. O� IGSN` :1!‘'&41161,,@ • 2 'IRE8• , 31,2018 •-112 \ ' EP 212017 0 P4` F VO . x' V p M441 PUIV% isc4-20150,r Four Seasons ICC ESR 1953(2015 IBC) 1/2812017 Pane 93 of 98 i