620 112TH ST SE SPACE 9 2019-08-16

ROF SECTION 4.0 SOLID COVER INSTRUCTIONS AND POST TABLES ��NGI EFes,,, • Table 4.2 9 gS0�' r, P11rv,1 �<tr 725$ y� • Ngo (..i"t��.tSt�! 'JI Post Description Max POST Q. O ;� 1 Hgt Type Detail GENERAL INSTRUCTIONS FOR THESE TABLES Feb 14 2017 1D- Twin 0.032"x1.5"x1.5"Scroll 8' A MU100 I.CHOOSE FREESTANDING OR ATTACHED STRUCTURE , _11214 •- i : Twin 0.062"x1.5"x1.5"Scroll 10' B MU100 2.CHOOSE PROJECTION,WIDTH AND OVERHANG OF UNIT g OREGI►N y , 0.024"x3 x3"Postw/Sideplates 11' C MU112 3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE v,/�), O ,z27. r , 39660 .� Alum 0.032"x3"x3"Lockseam 10' D MU89 (PATIO UNITS USE 10 PSF MIN,COMMERCIAL UNITS USE 20 PSF MIN) C 31, ' , ' ,� F , LSTt?-' �� " " " q/� Q� OF 10 r. Alum 0.040 x3 x3 Lockseam 10' E MU89 4.CHOOSE A PANEL FROM SECTION 4.0 THAT HAS PU '• u CSP ..ss,fps ..- Alum 0.055"x3"x3"Fluted ii' F MU95 ADEQUATE CLEARSPAN FOR YOUR NEEDS. Alum 0.075"x3"x3"Square 12' G MU49 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 4.1 OR CALCULATE EXPIRES:DEC 31,2i 18 Magnum 0.062"x3x3 11' H. MU51 FROM TRIBUTARY DIAGRAM ON GENERAL NOTES PAGE TABLE 4.1 TR- •RY WIDTHS FOR--NGLE SPA • ■ -CHER STRUCTURES Steel 0.043"x3"x3"Lockseam 11' I MU89 6.LOCATE HEADER TABLE IN SECTION 5.0 W/CORRECT PARAMETERS OVER- PROJECTION OF SINGLE S'AN STRUCTURES(FT) Alum 0.120"x3"x3"Square 10' J MU96 a. GROUND SNOW LOAD,SEE GEN NOTE#14 HANG 6' 7' 8' 9' 10' 11' 12' 13' 14' 15' 16' 17' 18' 19' 20' 21' 22' Alum 0.120"x4"x4"Square 14' K MU50 b. LIVE LOAD,SEE#3 ABOVE 0',i 3' 3.5' 4' 4.5' 5' 5.5' 6'.,. 6.5' 7' 7.5' 8' 8.5' 9' 9.5' 10' 10.5' 11' 3/16"x3"x3"Steel Square 12' L MU93 c. WIND SPEED,SEE GEN NOTE#13 1' 3.5' 4' 4.5' 5' 5.5' 6' 6.5 7' 7.5' 8' 8.5' 9' 9.5' 10' 10.5' 11' 11.s' 3/16"x4"x4"Steel Square 15' M1 MU93 d. EXPOSURE,SEE GEN NOTE#14 2' n/a n/a n/a 5.5' 6' 6.5' 7' 7.5 8' 8.5 9' 9.5' 10' 10.5' 11' 11.5' 12' 3/16"x4"x4"Steel Square 12' M2 MU93 e. SEISMIC,SEE GEN NOTE#14 3' nla n/a n/a n/a n/a n/a n/a 8' 8.5' 9' 9.5' 10' 10.5' 11' 11.5' 12' 12.5' 3/16"x5"x5"Steel Square 15' N1 MU93 f. ATTACHED OR FREESTANDING 4' n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 10.5' 11' 11.5' 12' 12.5' 13' 3/16"x5"x5"Steel Square 12' N2 MU93 g. a-e ARE SET BY YOUR LOCAL BUILDING AUTHORITY 5' n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 13' 13.5' 3/16"x6"x6"Steel Square 15' 0 MU93 7.CHOOSE A HEADER FROM TABLES IN SECTION 5.0 THAT HAS ADEQUATE POST SPACING 8. DETERMINE FOOTING SIZE TABLE 4.3 USE THE UPLIFT FOOTING IF BOTH OF THESE CONDITIONS ARE MET Uplift Constrained d(in) a.STRUCTURE IS ATTACHED TO AN EXISTING STRUCTURE d(in) 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 b.PROJECTION IS EQUAL OR SHORTER THAN THE WIDTH(SEE SHEETSC01) 14 I III III I J J J K K K K L L L M1 M1 M1 Ml Mi M1 Ni N1 N1 N1 N1 0 0 0 0 0 c.GO TO#9a 15 I I I I I I I I J J J K K K K L L L Ml M1 M1 M1 Mi Ml Ni N1 Ni Ni Ni 0 0 0 0 0 16 I I I I I I I I J J 1 K K K K L L L M1 Ml Ml M1 Ml M1 N1 N1 N1 N1 Ni 0 0 0 0 0 IF EITHER a OR b ARE NOT TRUE THEN: 17 I I II III I J J J K K K K L L L Ml Mi Mi MS M1 Ml Ni N1 Ni Ni N1 0 0 0 0 0 a.CHOOSE CONSTRAINED FOOTING SIZE BASED ON THE 3 CHOICES OF POST HEIGHT 18 I III III I J J J K K K K L L L Ml Ml M1 Ml Ml M1 Ni N1 Ni Ni N1 0 0 0 0 0 b.USE THE LARGER OF THE UPLIFT OR CONSTRAINED FOOTING SIZE 19 I I I I I I I I J J J K K K K L L L Ml Ml Mi Mi Mi M1 N1 N1 Ni N1 Ni 0 0 0 0 0 c.CONSTRAINED FOOTINGS MUST USE DETAIL MU108 OR M5 20 1111111 I 1 J J K K K K L L L Ml M1 Mi M1 Ml Mi N1 N1 Ni N1 Ni 0 0 0 0 0 d.GO TO 9b 21 I I II I Il I J J J K K K K L L L Mi Ml Ml Ml Ml Mi Ni N1 Ni Ni Ni 0 0 0 0 0 9. DETERMINE POST TYPE 22 I I 1 I I I I I J J J K K K K L L L Ml M1 Ml M1 Mi M1 N1 N1 N1 Ni N1 0 0 0 0 0 a. IF BOTH 8a AND 8b ARE TRUE THEN USE POST SHOWN IN TABLE UNDER"MIN POST TYPE" 23 I I I I I I I I 1 1 1 K K K K L L L Ml Mi Ml M1 M1 Ml N1 N1 Ni N1 Ni 0 0 0 0 0 CROSS REFERENCE LETTER CODE W/TABLE 4.2 24 I I I I I I I I J J J K K K K L L L Ml M1 M1 Ml M1 M1 Ni N1 Ni N1 Ni 0 0 0 0 0 IF THIS POST'S MAX HEIGHT IS TOO SHORT,UPGRADE THE POST. 25 I I I I I I I J J J J K K K L L L L M1 M1 Ml M1 Mi Mi N1 N1 N1 N1 Ni 0 0 0 0 0 26 I I I I I I I J J 'J K K K K L L L L M1 M1 Ml Mi Ml M1 N1 Ni Ni N1 Ni 0 0 0 0 0 b. IF EITHER 8a OR 8b ARE NOT TRUE THEN: 27 I I I I I 1 I 1 JJK K K K L L L M1 M1 M3 M1 M1 M1 M1 Ni N1 Ni Ni Ni 0 0 0 0 n/a DETERMINE POST TYPE FROM CROSS REFERENCING THE UPLIFT FOOTING AND 28 I I I I I I I 1 J 1 K KKKL L L M1 Mi Ml Mi Mi Mi Mi Ni N1 N1 Ni Ni 0 0 0 0 n/a CONSTRAINED FOOTING ON TABLE 4.3 29 I I I I 1 I I 1 J J K K K K L L L M1 M1 M1 M1 Ml M1 M1 Ni N1 N1 N1 N1 0 0 0 0 example#1: A 40"UPLIFT FOOTING ANDA 20"CONSTRAINED FOOTING 30 I I I I I I J J 1 J K K K K L L L M1 M1 Ml Mi Mi MS M1 Ni N1 Ni N1 N1 0 0 0 0 ARE REQUIRED. POST TYPE"J"IS REQUIRED. TABLE 4.2 SHOWS POST TYPE 31 I I I I I I 1 1 1 J K K K K L L L M1 M1 Ml M1 Mi M1 M2 N1 Ni Ni N1 N1 0 0 0 0 "1"TO BEA 0.120"X3"X3"ALUM POST WITH A MAX HEIGHT OF 10'. 32 I I I I I I J J J J K K K K L L L Ml M1 Ml Ml Ml Ml M2 Ni Ni Ni N1 N1 0 0 0 0 -0r..N.za,.2. „<., v1,L1E7rv� luvVHiVl1Hgv".LVIVJ1K/1IIVtUit/ in:6 33 I I I I I I 1 1 J K K K K L L L L M1 Mi M1 Mi M1 Ml M2 N1 N1 Ni N1 N1 0 0 0 0 ARE REQUIRED. POST TYPE"Ni"IS REQUIRED. TABLE 4.2 SHOWS POST TYPE 34 I I I I IJJ JJKK KK L L L Ml Mi Ml M1 M1 M1 Ml M2 N1 N1 Ni N1 Ni 0 0 0 0 "Nl"TO BEA 3/16"X5"X5"STEEL POST WITH A MAX HEIGHT OF 15'. 35 I I I I I J 1 JJKK KK L L L M1 M1 Mi M1 Mi M1 M1 N1 Ni N1 N1 Ni N1 0 0 0 0 10. IF STRUCTURE IS ATTACHED FIND THE 0/C SPACING OR#OF FASTENERS FOR ATTACHING TO 36 I I I I .1 J 1 1 J KK KK LL L M1 Mi M1 M1 Ml M1 Ml Ni Ni Ni N1 N1 N1 0 0 0 0 WALL FROM TABLE 7.5 OR TABLE 7.7 37 I I I I 1 1 JJK K K K L L L L M1 Ml Mi Mi Mi M1 Ml Ni N1 N1 N1 Ni N2 0 0 0 0 11. USE THE APPROPRIATE DETAILS(MU01 TO MU120) 38 I I 1 JJJJJKKKK L L L M1 M1 M1 Mi Ml M1 Ml Ml Ni Ni Ni Ni N1 N2 0 0 0 0 39 I I I J 1 J J JK K K K L L L Ml M1 M1 M1 M1 Ml M1 M1 N1 N1 N1 Ni Ni N2 0 0 0 0 FOR PATIO SLABS FOLLOW 1-7 FROM ABOVE THEN 40 I I JJJJJKKKK K L L L Mi M1 M1 M1 M1 Ml M1 M2 Ni Ni N1 N1 N1 N2 0 0 0 0 SLAB 7. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING 41 I 1 J J J 1 J KKKK LL L L Mi M1 Ml M1 Ml M1 Ml M2 N1 Ni Ni Ni N1 0 0 0 0 0 SLAB 8. BOTH 8a AND 8b MUST BE TRUE 42 1 J J J J 1 KKKKK L L L Mi Ml M1 Ml M1 M1 Ml Mi M2 Ni Ni Ni Ni Ni 0 0 0 0 0 SLAB 9. FOLLOW 9a FROM ABOVE 43 J J J J J J K K K K L L L L M1 M1 M1 Mi. Ml Ml M1 Mi M2 N1 N1 N1 N1 N1 0 0 0 0 0 SLAB 10. FOLLOW 10 AND 11 FROM ABOVE 44 J 1 J I J K K K K K L L L Mi Mi Ml Ml Mi Mi Ml Mi Ml M2 Ni Ni N1 Ni Ni 0 0 0 0 0 SLAB 11. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET Misc3 FOR SLAB REQUIREMENTS 45 J I I J K K K K K K L L L M1 M1 Ml M1 Ml Ml Ml Ml Mi M2 Ni Ni Ni Ni N1 0 0 0 0 0 INSTEAD OF SECTION 5.0 46 3 J J J K K K K K L L L M1 Ml M1 Ml M1 Ml Mi Ml Ml Mi M2 Ni Ni N1 Ni N1 0 0 0 0 0 47 J 1 I K K K K K L L L L Ml Mi Ml Ml M1 M1 Ml Mi M1 M2 Ni Ni N1 Ni N1 Ni 0 0 0 0 0 48 1 K K K K K K K L L L M1 Ml Mi Ml M1 Ml M1 M1 Ml Mi M2 N1 Ni N1 N1 Ni Ni 0 0 0 0 0 49 K K K K K K K L L L M1 M1 Ml M1 Ml M1 M1 M1 Mi M1 Ml M2 Ni Ni N1 Ni N1 N2 0 0 0 0 n/a 50 K K K K K K L L L L Ml Ml MS Mi Mi M1 M1 M1 Ml M1 Mi M2 N1 Ni N1 N1 N1 N2 0 0 0 0 n/a 51 K K K K K L L L L Mi Ml Mi Ml Mi M1 Ml M1 Mi M1 Ml M2 M2 Ni Ni Ni N1 Ni N2 0 0 0 0 52 K K K L L L L M1 M1 Mi M1 Mi Mi M1 M1 M1 M1 M1 M1 M1 M2 M2 Ni N1 N1 N1 N1 N2 0 0 0 0 Four Seasons ICC ESR 1953(2015 IBC) 1/26/2017 Page 44 of 98 (7:6:4 2