620 112TH ST SE SPACE 163 2019-08-20

QED PROFF41111k SECTION 4.0 SOLID COVER INSTRUCTIONS AND POST TABLES ��NGINEF9'4i., �c OIV � � P(Jry� Table4.2 �ccr 9 ' NS �'` 'fr Post Description Max POST 72581 1 E r Q4,1Fd F� �.OF W.�Srr7,� Hgt Type Detail GENERAL INSTRUCTIONS FOR THESE TABLES ° ' Twin 0.032"x1.5"x1.5"Scroll 8' A MU100 1.CHOOSE FREESTANDING OR ATTACHED STRUCTURE Feb 14 2017 (1\14 -11214 I s;i t Twin 0.062"x1.5"x1.5"Scroll 10' B MU100 2.CHOOSE PROJECTION,WIDTH AND OVERHANG OF UNIT OREGilN tgr, 0.024"x3"x3"Post w/Sideplates 11' C MU112 3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE vG 0� A 4 Y 0 .r >►� ,� 39664. Alum 0.032 x3 x3' Lockseam 10' D MU89 (PATIO UNITS USE 10 PSF MIN,COMMERCIAL UNITS USE 20 PSF MIN) Cq 3i, P4 �QQ' 0`tl '?ST> l'� 4 Alum 0.040"x3"x3"Lockseam 10' E MU89 4.CHOOSE A PANEL FROM SECTION 4.0 THAT HAS �L PU . , OF��P sfilO Alum 0.055"x3"x3"Fluted 11' F MU95 ADEQUATE CLEARSPAN FOR YOUR NEEDS. k.U Alum 0.075"x3"x3"Square 12' G MU49 5.DETERMINE TRIBUTARY WIDTH FROM TABLE 4.1 OR CALCULATE EXPIRES:DEC 31,2118 Magnum 0.062"x3x3 AN, H. "- MU51 FROM TRIBUTARY DIAGRAM ON GENERAL NOTES PAGE TABLE 4.1 TR- -RY WIDTHS FOR-NGLE SPA • • -CHED STRUCTURES Steel 0.043"x3"x3"Lockseam 11' I MU89 6.LOCATE HEADER TABLE IN SECTION 5.0 W/CORRECT PARAMETERS OVER1 PROJECTION OF SINGLE S-AN STRUCTURES(FT) Alum 0.120"x3"x3"Square 10' 1 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 MU5O b. LIVE LOAD,SEE#3 ABOVE 0': 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' 11.5' 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' n/a 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 SHEET SCO1) 14 II I I III IJ J J K K K K L L L M1 M1 M1 Ml Ml Ml N1 N1 N1 Ni N1 0 0 0 0 0 c.GO TO#9a 15 II I I III I J 1 1 K K K K L L L Mi M1 M1 M1 M1 M1 Ni N1 Ni Ni Ni 0 0 0 0 0 16 I I I I III I .1 J J K K K K L L L M1 Ml M1 M1 Ml M1 N1 N1 N1 N1 N1 0 0 0 0 0 IF EITHER a OR b ARE NOT TRUE THEN: 17 I I I I I II I J J 1 KKKK L L L M1 M1 M1 M1 M1 Ml N1 N1 Ni N1 N1 0 0 0 0 0 a.CHOOSE CONSTRAINED FOOTING SIZE BASED ON THE 3 CHOICES OF POST HEIGHT 18 I I I I I II I J J 1 KK K K L L L M1 M1 Ml Ml M1 M1 N1 Ni N1 N1 N1 0 0 0 0 0 b.USE THE LARGER OF THE UPLIFT OR CONSTRAINED FOOTING SIZE 19 I I I I I II I J 1 1 K K K K L L L M1 M1 M1 M1 Ml M1 N1 N1 N1 N1 N1 0 0 0 0 0 c.CONSTRAINED FOOTINGS MUST USE DETAIL MU108 OR M5 20 I I I I I II I 1 J JKK K K L L L M1 M1 Ml M1 Mi M1 N1 Ni N1 N1 Ni 0 0 0 0 0 d.GO TO 9b 21 I I I I I II I .1 1 1 KKK K L L L M1 Ml M1 M1 M1 M1 N1 N1 N1 N1 N1 0 0 0 0 0 9. DETERMINE POST TYPE 22 I I I I I II I J J JKKKK L L L M1 M1 M1 M1 Ml M1 N1 N1 N1 N1 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 II I J J JKKKK L L L Ml M1 Ml M1 M1 M1 N1 N1 N1 N1 N1 0 0 0 0 0 CROSS REFERENCE LETTER CODE W/TABLE 4.2 24 I I I I I II I 3 JJKKKK L L L M1 M1 Ml Ml M1 M1 N1 Ni Ni N1 N1 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 1 J J KKK L L L L M1 Ml Ml M1 M1 M1 N1 N1 N1 N1 N1 0 0 0 0 0 26 I I I I I II J 1 •J KKKK LL L L M1 Ml Ml M1 Ml M1 N1 N1 N1 N1 N1 0 0 0 0 0 b. IF EITHER 8a OR 8b ARE NOT TRUE THEN: 27 I I I I I I I 1 J 1 K K K K L L L M1 M1 M1 M1 M1 M1 M1 N1 N1 N1 N1 N1 0 0 0 0 n/a DETERMINE POST TYPE FROM CROSS REFERENCING THE UPLIFT FOOTING AND 28 I I I I I I I J 1 J K K K K L L L M1 M1 Ml M1 M1 Ml Ml N1 Ni Ni N1 N1 0 0 0 0 n/a CONSTRAINED FOOTING ON TABLE 4.3 29 II II III J 1 1 K K K K L L L M1 M1 M1 Ml Mi M1 M1 N1 N1 N1 Ni N1 0 0 0 0 example#1: A 40"UPLIFT FOOTING ANDA 20"CONSTRAINED FOOTING 30 I I I I III J 1 J KKKK L L L M1 M1 M1 M1 Mi Ml M1 N1 Ni N1 N1 N1 0 0 0 0 ARE REQUIRED. POST TYPE"1"IS REQUIRED. TABLE 4.2 SHOWS POST TYPE 31 II II I I J J 1 1 KKKK L L L M1 M1 Mi M1 Mi Ml M2 N1 N1 Ni N1 N1 0 0 0 0 "J"TO BEA 0.120"X3"X3"ALUM POST WITH A MAX HEIGHT OF 10'. 32 II I I II 1 1 1 1 KKKK L L L M1 M1 M1 M1 Mi M1 M2 N1 Ni N1 N1 N1 0 0 0 0 example#2: A 20"UPLIFT FOOTING AND A 40"CONSTRAINED FOOTING 33 I I I I I I J J JKKKK L L L L M1 M1 Mi Ml MS M1 M2 N1 N1 N1 N1 N1 0 0 0 0 ARE REQUIRED. POST TYPE"N1"IS REQUIRED. TABLE 4.2 SHOWS POST TYPE 34 I I I I IJ 1 J 1 KKKK L L L M1 M1 M1 M1 M1 M1 M1 M2 N1 N1 Ni N1 N1 0 0 0 0 "Ni"TO BE A 3/16"X5"X5"STEEL POST WITH A MAX HEIGHT OF 15'. 35 I I I I I 1 J J J K K K K L L L M1 M1 M1 M1 M1 Mi M1 N1 N1 N1 N1 N1 N1 0 0 0 0 10. IF STRUCTURE IS ATTACHED FIND THE O/C SPACING OR#OF FASTENERS FOR ATTACHING TO 36 I I I I .1 J 1 1 J KK KK L L L M1 Ml M1 M1 M1 M1 Ml N1 N1 Ni N1 N1 N1 0 0 0 0 WALL FROM TABLE 7.5 OR TABLE 7.7 37 I I I I J J J J K KKK L L L L M1 Ml M1 M1 Mi M1 M1 N1 N1 N1 N1 N1 N2 0 0 0 0 11.USE THE APPROPRIATE DETAILS(MUO1 TO MU120) 38 I I IJ 1 J J J K KKK L L L M1 M1 M1 M1 M1 M1 M1 M1 N1 N1 N1 N1 N1 N2 0 0 0 0 39 I I I 1 J 1 J J K KKK L L L M1 M1 M1 M1 M1 M1 M1 Ml N1 N1 N1 Ni N1 N2 0 0 0 0 FOR PATIO SLABS FOLLOW 1-7 FROM ABOVE THEN 40 I IJ J 1 1 1 KK KKK LL L M1 Mi M1 Mi M1 M1 M1 M2 N1 N1 N1 N1 Ni N2 0 0 0 0 SLAB 7.USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING 41 I 1 J 1 JJJKKKK LL L L M1 Ml Ml M1 M1 M1 M1 M2 N1 N1 N1 N1 N1 0 0 0 0 0 SLAB 8.BOTH 8a AND 8b MUST BE TRUE 42 1 J J J J J KKK KK LL L M1 M1 M1 Ml M1 Ml Ml M1 M2 N1 N1 N1 N1 N1 0 0 0 0 0 SLAB 9.FOLLOW 9a FROM ABOVE • 43 J J 1 1 J J KKKK LLL L M1 Ml Mi Mi M1 Mi Mi M1 M2 Ni N1 N1 Ni N1 0 0 0 0 0 SLAB 10.FOLLOW 10 AND 11 FROM ABOVE 44 1 1 1 3 J K K K K K L L L Ml M1 Mi M1 M1 Ml M1 M1 M1 M2 N1 N1 N1 N1 N1 0 0 0 0 0 SLAB 11. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET Misc3 FOR SLAB REQUIREMENTS 45 J J J J K K K K K K L L L M1 M1 M1 M1 M1 M1 M1 M1 M1 M2 N1 N1 N1 N1 N1 0 0 0 0 0 INSTEAD OF SECTION 5.0 46 1 1 J 1 K K K K K L L L M1 M1 M1 Ml M1 Ml M1 M1 Ml M1 M2 N1 N1 N1 Ni N1 0 0 0 0 0 47 J J J K K K K K L L L L M1 M1 M1 M1 M1 Ml M1 M1 Mi M2 N1 N1 N1 N1 N1 N1 0 0 0 0 0 48 J K K K K K K K L L L M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M2 N1 N1 N1 N1 N1 N1 0 0 0 0 0 49 K K K K K K K L L L M1 M1 Ml Mi Mi M1 M1 M1 M1 M1 Ml M2 N1 N1 N1 N1 Ni N2 0 0 0 0 n/a 50 K K K K K K L L L L M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 Mi M2 N1 N1 N1 N1 N1 N2 0 0 0 0 n/a 51 K K K K K L L L L M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 MI M2 M2 N1 N1 N1 N1 N1 N2 0 0 0 0 52 K K K L L L L M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M2 M2 N1 Ni N1 N1 N1 N2 0 0 0 0 gi. Four Seasons ICC ESR 1953(2015 IBC) 1/26/2017 Page 44 of 98 �'