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

7.0 POST AND FASTENER REQUIREMENTS FOR COMMERCIAL AND PATIO STRUCTURES Tab127.3:Required Number a Fasteners Iter ShLoads T81 7 ulred Number of Fastener'for Teuton Leeds Aluminum Materiel Gage(In) JSteel Gage(in) AWm4srn Gage(In) 1 Spacing between bolts end screws shall be 2.5 times lhs shank disinter. 0.024 0.024 0.032 0.036 0.040 0.040 0.080 0.060+0.041 0.041 0.036 0.06 0.064 0.090 0.100 2 The edge dletmos of boils end eaews shall be 3 tines the shank diameter Allowable WIDTH A B C 0 E F G H I J K L M N 0 3 Ccnnectlons shill be anmgsd so that the center a resistance of the connection for Attached Two Footer Design 814 3/8"B 329'B 814 814 3/8"B #14 3/8"S 814 3/8"B 8/8"B 814 318"B 3/8"B 814 Design Footer shall aolndde with the resultant In of motion of the load. TkW Post 8btrobuee an Bleb Size Uplift SMS BOLT BOLT 8M8 8MS BOLT BM8 BOLT SMS BOLT BOLT SMB BOLT BOLT SMB Uplift Size Width(ft) Live or Oround Snow Load d(In) (ba) 123 620 Ire 127 xis as $0 1475 bar 122 0e6 122 ass tote 2a4 (bs) d(In) 1_ : T,'I i '. '•- r ,� a:1- -r: 10 prof 20 per 12 90 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 90 12 '• #a 3 48-0" 28'4" 13 114 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 114 13 • Sarcine• „ ; c LI 35-1 T 204' 14 143 2 1 1 1 1 1 1 1 1 1 1 2 1 1 1 143 14 • • per 12" 18" ' 24" 32" 38" 4 34'-1" 17-IO 15 178 2 1 1 1 1 1 1 1 1 1 1 2 1 1 1 178 15 y_L Ratter MAXIM... . .,INUM I I PAN 4.5 213 27,9 4'4' 17 55 2 1 1 2 2 1 1 1 1 1 1 2 1 1 2 2255 17 140 EXP 5 C 11 WillgiNilaalliallil 24'-0" 12-11" 19 304 3 1 1 2 2 1 1 1 1 1 1 3 1 1 2 304 18 180 EXP B 614•4 a / 22'-0" 11'-10" 19 367 3 1 1 2 2 1 2 1 1 1 1 3 1 1 2 357 19 i i F 80 �- Ell 8.5 25-11" 15-11" 3s pet eine MC 20 417 4 1 1 3 2 1 2 1 1 1 1 4 1 1 2 417 20 p KEUZEM p MEM IMMINI0®IINEMI 0 7 18'•6" 10,2" 21 482 4 1 1 3 3 1 2 1 1 1 1 4 1 1 3 482 21 I-'®y =EMI MEM MGM®MilE5INIII 0l0 7.5 152" Na 22 566 5 1 1 3 3 1 2 1 2 1 1 5 1 1 3 555 22 p p MILM MEM 00pNEM a 17'x' We 28 634 5 2 1 4 4 1 3 1 2 1 1 5 1 1 3 634 23 p -IKEj MIMI Win 0 IIIII3M 85 15.0` rite 24 720 8 2 1 4 4 1 3 1 2 1 2 8 1 1 4 720 24 III 110=IFI EE©MEM NUM=WI oMGM MN 9 15-1" 5 MI IN Table 7.1 10 pets Slab 115B 8814 7 2 2 5 4 1 8 1 2 1 2 7 1 1 44 814722 25b 180 EXP C1E1 5 10 pd Slab 1150 886 7 2 2 5 5 1 8 1 2 1 2 7 2 1 4 888 Blab 'Serowe are 814 screws w/1.8'embedment Into G.0.5 wild wood(Douglas Fir) 26 915 8 2 2 5 5 1 8 1 2 1 2 8 2 1 4 915 28 27 1026 9 2 2 6 6 2 4 1 8 1 2 9 2 1 5 1025 27 TABLE 7.7 STUCCO ATTACHMENT TO WALL 28 1143 9 2 2 6 6 2 4 1 3 1 2 9 2 2 6 1143 28 ALLOWABLE DISTANCE TO FIRST ROW OF POSTS 29 1270 rite 3 2 7 7 2 5 1 3 1 2 Na 2 2 8 1270 29 Ground Snow 114'Lag Screws 16"do Wind MAX 30 1408 Na 3 2 It 7 2 5 1 3 1 3 Na 2 2 7 1406 33 Load(poll 1 , 2 3 4 Speed(mph) E7to POST POST DESCRIPTIONS POST 31 1562 n/a 3 2 9 5 2 8 2 4 2 3 We 2 2 7 1552 81 Liv. 10 74' 15.0" 22.7" 30'-1" 110 e 4 TYPE DETAIL HGHT 32 1707 Ws 3 3 9 9 2 6 2 4 2 8 Na 2 7 8 1707 32 LNe 10 7.1" 14'4" 214" 23-5" 114 B EMI t1^1. 'x'kyitIPPFIParfi':11-=1,11fEMI MILANI 33 1872 nus 4 3 n/a v 2 7 2 4 2 3 rite 3 2 6 1872 33 Lisa 10 5-7" 13'-3" 13-11" 25-7" 110 C CRirrl'x': Hl''iVail R• nlr. Elii==WM 34 21347 Na 4 1 Na n/a 3 7 2 5 2 4 de 3 2 9 2047 34 Ws 10 5-3" 12'4" 13',10" 25'4" 115 C INIIrikf?ia - :.v: .•t-7; EmanimiMum 35 2233 Na 4 3 We We 3 6 2 5 2 4 Ns 3 3 Na 2233 36 LN. 10 5'-" 15-7" 14.10" 21',2" 150 c f CliVrill=112EinIEM 36 2480 Na 5 4 Na rile 3 6 2 5 2 4 Na 3 3 n/a 2430 36 Lia 10 4'-3" 9-6" 14'4' 15.11" 140 C ©1:1 riniViViMilMr.."-"IMMII ICIMIMI MEM 87 2838 Na 6 4 Na Na 3 9 2 6 2 4 Nm 4 3 rile 2838 37 Lia 20 5-2" 10'4" 15'4" 204" 110 C U Alum '.'5 . -"Fluted ® 38 2858 Ns 5 4 Ns Ns 3 We 2 8 2 6 Na 4 3 We 2868 35 the 20 4'11" 940" 14'4.2" 19.9" 115 C W1111017 ' ' ^ F 30 8080 n/u 6 4 Na Ns 4 n/s 3 7 3 6 Na 4 3 Ne 8090 39 Lea 20 4-3" 8'-7" 12'11" 17'4' 190 C ©M •num O.'• x ' 110.2111.Milli 40 8333 Na 8 5 Na Na 4 Ns 3 7 3 8 Na 4 4 Ws 3333 40 25 4-10" 54" 14'-6" 154" 115 C Or""1141 -1774-1(4,74777-11111=117.31=111M11.1_ _____ r41 3590 We 7 5 n/a Ns 4 Ne 3 6 3 8 We 6 4 Ns 3590 41 25 4'-2' 9'.5 12'4" 15-11" 180 C BSr. W .1 ' +4MUM OfLA20 MAN 42 3859 Ne 7 6 n/a Na 4 Ws 3 8 3 8 Nu 5 4 Ws 3859 42 25 3.10" 7&" 1.r-7" 15'-6" 140 C 11311 F.3 MiNNT-Tvriu7.7711 MU60 or LA20 ElirM 48 4141 Ne 8 8 Ni We 5 Nm 3 9 3 7 Na 5 4 Na 4141 43 30 4'-8" 540" 13'4" 17-9" 125 C mi Fir..i'k3F 1i'1.: 44 4437 nie 8 8 Na Na 5 Wm 4 9 3 7 Na 8 5 Na 4437 44 30 541" 7.10" 114" 15-8" 130 c LUZ Bir=iEL=7:7171.1M1111111111111I=En® 45 4748 n/i 9 7 Ni Na 5 Na 4 Na 4 6 Ni 8 6 Ne 4748 45 30 3-7" 74" 10'10" 14'-5" 140 C I®3/1O'x - -I '7:77. 111111:2:3=1 46 5070 n/s 9 7 Na Na 8 We 4 n/a 4 8 Na 6 6 rile 5070 48 35.7 4-0" 8'-0" 12'4" 15-1" 115 C 3/1 Vara'Ste = numor LA17 WAN 47 5407 n/u Na 7 rife Na 8 Ns 4 Na 4 9 Na 7 6 ills 6407 47 35.7 5'4" 5-e" 10-1" 13'-5" 140 C 3 CFA 3118''x5"15"Ste '•UarE ® 48 5780 Na n/a B Na Na 8 nla 4 Ns 4 9 Na 7 5 Na 5780 48 42 54" 6-3" 104" 134" 130 C iiramK1f[: 7.13"4:177F • L U LII rMail•1i 49 6128 n/a Na 8 Na Na 7 nes 6 Ne 6 Na n/e 6 8 Na 8128 49 42 54" 54 54" 12.6" 140 c Table7.2 50 6510 Na We 9 rile Na 7 r/a 5 Ns 5 nh n/e 8 7 We 6510 60 50 2.4t7 scan 5.5 _ 11-7' 130 c Fastener Terminology 6o 2'+4" 4'10" 741" 9-9" 140 C 814 SMS•814 sheet metal or SOS screw,1/2"minimum length !TABLE 7.5:WALL ATTACHMENTS FOR SOLID COVER STRUCTURES 8/5"B■3/B"Demeter Bolt l Lag=1/4"Lag Screw with 2.6"penetration into 0.0.5 wood(Douglas Fir) t See General Notes far spectres on fasteners LNE1 ALLOWABLE PANEL SPAN FOR GIVEN FASTENER AND NUMBER Lattice Squres always use 115 mph Ewers B for the wind condition • SNOW WIND SPEED CONCRETE(2)OR MASONRY(3) #14 SCREW(4)PER 16" 1 Cleerspen an this dart le the durance from the wall to the Wet row of columns. LOAD (MPH)AND ANCHOR 0/C°PACING 1/4"LAG SCREW(5)PER 1E7 2 HIB Kwlk Bolt TZ 8(6"demote*and 2"embed mei'die steel wisher.ICC EBR 1917 or ober (PapOSURE if S" 1 3 4 anchor wt'3208 aloweble sheer and 200/allowable tensile vs live,snow,wind and seismic loads. 10 110 B 18' 21' p1<LL evrH 3 Masonry anchors must have an allowable Near value of 3208 end 2008 tensile for livesnow,wind 10 115 B 21' 17.5' 21' 01 NTA. , '7 or seismic leads or be specified by a design profusion! 10 120 B 20' - 17' 20' ,, 4 814*caws must have 1.5'of penstre ion Into solid wood 10 115 0 17.5' 14.5' 175' fir' 'Ap • 5 114"Lap screws must have 21/4"a penetration Into studs and 0.5'washers 10 130 C 15' 12.5' 15' 1' PROF Thea leg eaten must be Instilled op per AFPSA NOS Sedum 11.1.3. Soh General Note 811 for 10 140 C 14' 11.5' 14' `1 , ,`�QL� washer speoSoa5ana. 10 150 c 13' 10' 13' ;33 t;0 IN- 810 and 20 per aro he orenow loads,25.80 pd m snow keds. 10 160 C 12' 9' 12' 'd„r, . 396 U 4%74 :Arlo 7 FoANC3 end ANC4 wood framing hue be SG.0.5 or denser(Douglas Fir-Larch) s ,Q jQ C le 11.5' O� 'r 1 At' ..8OP$ e 8 A ble*entry Indicates mmdmum panel spm h tNs report or ICC EBR 2485 was readud bye baser amount a 7A 230 C 9.3' 151 fasteners, 20 140 C 14' 9' 14' ta5s0,.. 20 160 C 115' 7.5' 12' t`^w Four Seasons Building Products 0 1�Q C ��33' 11.5' 7 i r 001 ` Ihkoz;31)1,1;00, 800E Veteran's Memorial Hwy 15 115 c iS' 10' �S' �l'Holbrook,NY 11741 25 130 _C 14.5' 95' 25' Q >O" r yet► )'ty (831)183.4000 18 .�Q110' LZS C 15.5' .5' 16.5' a Cad Putnam,P.E. 30 130 C 13.5' 14.5' a5' 14.5' a 3441 Ivyllnk Plies �Q 1344QQ C 12.5' 14' vis P-1 t Lynchburg,VA 24803 35.7 1iS C 13.5' 14.5' •�' hats' 'I RE$;d 81,201$ 5 �Q N (434)384-2514 3117 130 c '` 1 1. 1 7' - ' �9r S SE' - 117 42 140 C 10.5' 2.25' 6' 12.5' e P\Q Q',. 50 130 C 9.5' 12.5' 5' 10.5' U�� / 60 140 C 8' 11.5' 4' 83' Mbc3-2015 3 Four Seasons ICC ESR 1953(2015 IBC) 1/28/2017 Page 92 of 98 9/ 1