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

sEDPROFf SECTION 4.0 SOLID COVER INSTRUCTIONS AND POST TABLES �� PurN �g �� t IMS ` /Q �„,El(NA 4 ' Table 4.2 O -F �` Post Descrlptlan Max POST �09WAS1t it 72580PE Q� F Hgt Type Detail GENERAL INSTRUCTIONS FOR THESE TABLES "6* r 0r',_ p Twin 0.032"x1.5"x1.5"Scroll 8' A MU100 1.CHOOSE FREESTANDING OR ATTACHED STRUCTURE r . 214 TwIn 0.062"x1.5"x1.5"Scroll 10' B MU100 2.CHOOSE PROJECTION,WIDTH AND OVERHANG OF UNIT likiIP .000/0/ 0.024"x3"x3"Post w/Sldeplates 11' C MUi12 3.DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE �'REG•Noay ' A9 Alum 0.032"x3"x3"Lockseam 10' D MU89 (PATIO UNITS USE 10 PSF MIN,COMMERCIAL UNITS USE 20 PSF MIN) �3 't'78.60-'' W 31 "'.SfiO r�` 11QPAlum 0.040"x3"x3"Lockseam 10' E MU89 4.CHOOSE A PANEL FROM SECTION 4.0 THAT HAS $s*IONA 010 ! am '�9c pP ItlAlum OA55'x3"x3"Fluted 11' F MU95 ADEQUATE CLEARSPAN FOR YOUR NEEDS. ) sE 21 2017 Alum 0.075"x3"x3"Square 12' G MU49 8.DETERMINE TRIBUTARY WIDTH FROM TABLE 4.1 OR CALCULATE 1 * ' RE'•D 13 2018 ,, Magnum 0.062"x3x3 11' H MU51 FROM TRIBUTARY DIAGRAM ON GENERAL NOTES PAGE TABL 1 TRIBUT WIDTHS 0Le ATTACHED d7RUCTUR . / Steel 0.043"x3"x3"Lockseam 11' I MU89 6.LOCATE HEADER TABLE IN SECTION 5.0 W/CORRECT PARAMETERS OVER- PAW N OF MINO AN$TR (FT) Alum 0.120"x3"x3"Square 10' 1 MU96 a. GROUND SNOW LOAD,SEE GEN NOTE#14 HANG a' r 8' 0 11' 12 18 14'115''a 1e 17' 15' 19' 20' 21' 22' Al14' Alum 0.320 x4 x4 Square K MU50 b. LIVE LOAD,SEE#3 ABOVE 0' 3' 3.e 4' 4.5 5' 5.5' (1 e.5' 7' 7.5' 8' 8.5' 9' 9.5' 10' 10.6' 11' 3/16"x3"x3"Steel Square 12' L MU93 C. WIND SPEED,SEE GEN NOTE#13 1' 3.5' 4' 4.5 a 8.5' a 8.5' 7' 7.6' 8' 8.5' 9' 9.5' 1a 10,5' 11' 11.5' 3/16"x4"x4'Steel Square 15' Ml MU93 d. EXPOSURE,SEE GEN NOTE#14 2' Na Ne Na 5.5' 5' 6.5' 7' 7.2 a 55 5' 9.5 10' 10.8' 11' 11.5 12 3/16"x4"x4"Steel Square 12' M2 MU93 e. SEISMIC,SEE GEN NOTE#14 3' rite nta n!a nra Ne Na me 5' 8.5' 9' 8.5' 10' 10.5' 11' 11.5' 12' 12.5' 3/16"x5"x5"Steel Square 15' Ni MU93 f. ATTACHED OR FREESTANDING 4' Ne Ws rrla Ws Na Na rite rite Na Na Ws 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 nh nts Ws We Na nta Na Na nta Ws Na Na Na Na 13' 13.6' 3/i6"x6"x6"Steel Square 15' 0 MU93 'k T.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 SC01) 14 I I I I I I I I J J J K K K K L I. L Ml M1 M3 Ml M3 Mi Ni Ni Ni Ni Ni 0 0 0 0 0 c.GO TO#9a 15 1 II I I I I I J J J K K K K L I L Mi Ml M1 M1 Ml M1 Ni Ni Ni NI Ni 0 0 0 0 0 16 I 1 I II I I I J I I K K K K L L L M1 Mi Ml Mi Ml Mi 1011N1 N1 N1 N1 0 0 0 0 0 IF EITHER a OR b ARE NOT TRUE THEN: 17 t 1 t I I I I I J J I K K K II L L L M1 Ml Mi Mi Ml M1 N1 Ni Ni Ni Ni 0 0 0 0 0 a.CHOOSE CONSTRAINED FOOTING SIZE BASED ON THE 3 CHOICES OF POST HEIGHT 18 I I I I I I I I .1 1 1 K K K K L L L Ml M1 M1 M1 MI M1 Ni N1 Ni Ni Ni 0 0 0 0 0 b.USE THE LARGER OF THE UPLIFT OR CONSTRAINED FOOTING SIZE 19 1 1 I t I I t I I I I K K K K I L L M1 M1 Mi Ml M1 M1 Ni NI Ni N1 Ni 0 0 0 0 0 c.CONSTRAINED FOOTINGS MUST USE DETAIL MU108 OR MS 20 1 11 1 oil t 1 3 1 K K K K L L L Ml MI M1 M1 Mi M1 NI Ni Ni N1 Ni 0 0 0 0 0 d.GOTO9b 21 III I t I t I I J I K K K K L L L M1 Ml Mi M3 Mi M1 Ni Ni Ni Ni Ni 0 0 0 0 0 9.DETERMINE POST TYPE 22 I I 1 I I I I I I I I K K K K L L I Mi Mi Mi Mi Mi Mi Ni Ni Ni Ni N1 0 0 0 0 0 a. IF BOTH 8a AND 86 ARE TRUE THEN USE POST SHOWN IN TABLE UNDER"MIN POST TYPE" 23 I I I I I I I I J I I K K K K L L L M1 Mi M3 Mi Mi Ml Ni N1 Ni Ni Ni 0 0 0 0 0 CROSS REFERENCE LETTER CODE W/TABLE 4.2 24 1 I I I I I I I I I I K K K K L L L MI M1 Mi Ml M1 Mi N1 Ni N1 Ni Ni 0 0 0 0 0 IF THIS POST'S MAX HEIGHT IS TOO SHORT,UPGRADE THE POST. 25 t I I I I I I I I I J K K K L L L L Mi M1 Ml Ml M1 M1 Ni N1 Ni NI NI 0 0 0 0 0 26 I I I I I I I I J J K K K K L L L L Ml M1 M1 M1 M1 Mi N3 Ni Ni Ni Ni 0 0 0 0 0 b.IF EITHER 8a OR 86 ARE NOT TRUE THEN: 27 I t II t i I I I I K K K K L L L Mi Mi Mi M1 M1 Mi M1 Ni N1 Ni Ni Ni 0 0 0 0 n/a DETERMINE POST TYPE FROM CROSS REFERENCING THE UPLIFT FOOTING AND 28 I 1 1 1 I t I I J J K K K K L L I Mi M1 Mi M1 MI MI M1 N1 N1 Ni NS N1 0 0 0 0 n/a CONSTRAINED FOOTING ON TABLE 4.3 29 I i t t I I I I I I K K K It L L L MI Mi Mi M1 M1 Mi Ml Ni Nl Ni Ni N1 0 0 0 0 example#1: A 40"UPLIFT FOOTING AND A 20"CONSTRAINED FOOTING 30I I I I I I J J J I KICKKIL L Mi Ml Mi M1 MI Mi MI Ni Ni Ni Ni Ni 0 0 0 0 ARE REQUIRED. POST TYPE"I"IS REQUIRED. TABLE 4.2 SHOWS POST TYPE 31 1 I 1 1 I I 1 J J I KKKKLL L Mi Ml Mi Mi M1 Mi M2 Ni Ni Ni Ni Ni 0 0 0 0 "J"TO BE A 0.120'X3"X3"ALUM POST WITH A MAX HEIGHT OF 10'. 32 I I I I I t 1 I I J K K K K L I L Ml Mi M1 M3 M1 M1 M2 Ni N1 Ni Ni Ni 0 0 0 0 example#2: A 20"UPLIFT FOOTING ANDA 40"CONSTRAINED FOOTING 33 I I I I I 1 .1 .1 J K K K K L L L L Mi Mi Ml Ml Mi M1 M2 Ni NI Ni Ni NS 0 0 0 0 ARE REQUIRED. POST TYPE"N1"IS REQUIRED. TABLE 4.2 SHOWS POST TYPE 34 I I I I III .1 .1 K K K ICI L L Ml Mi M2 M3 MI Ml Mi M2 N3 Ni Ni Ni Ni 0 0 0 0 "N1'TO BEA 3/16"x5"X5"STEEL POST WITH A MAX HEIGHT OF 15'. 35 I 1 I I I J J I .1 K K K K I L L M3 Mi M3 Mi MI Mi Mi Ni Ni N1 Ni Ni N 1 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 II J J J KKKKL L L Ml M3 Ml Mi Mi M3 M1 N1 Ni Ni Ni Ni Ni 0 0 0 0 WALL FROM TABLE 7.5 OR TABLE 7.7 37 I I I I J J J I K K K K L L L L Mi Ml Mi M1 MI M 1 Mi Ni Ni Ni Ni NI N2 0 0 0 0 11.USE THE APPROPRIATE DETAILS(MUO1 TO MU120) 38 1 I I J J J J J K K K K L L L Mi MS Ml Mi Mi Ml Mi Mi Ni Ni Ni Ni Ni N2 0 0 0 0 39 I I I .1 J J J I K K K K I L L Mi Mi Mi Mi Mi MI M3 Mi Ni N1 Ni Ni N1 N2 0 0 0 0 FOR PATIO SLABS FOLLOW 1.7 FROM ABOVE THEN 40 1 I 1 1 J J J KKKKK LI. L M1 Mi M1 Mi Ml Mi M1 M2 N1 N1 N1 Ni N1 N2 0 0 0 0 SLAB T.USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING 41 I 1 J J .1 .1 J K K K K L L L I. M3 Mi Mi M1 Mi Mi M3 M2 Ni Ni Ni NI. Ni 0 0 0 0 0 SLAB 8.BOTH Ba AND 86 MUST BE TRUE 42 1 J JJ J J KKKKK L L L Mi Ml Ml M1 Mi Mi M1 Mi M2 Ni Ni Ni Ni Ni 0 0 0 0 0 SLABS.FOLLOW Sc FROM ABOVE 43 J J J J .1 J K K K K L L L L M1 M1 M1 M1 M1 Mi M1 M1 M2 Ni Ni N1 Ni N1 0 0 0 0 0 SLAB 10.FOLLOW 10 AND 11 FROM ABOVE 44 J 1 J 1 J K K K K K L L L MI Mi M3 Ml M3 Ml M3 M3 M1 M2 Ni Ni N1 Ni N1 0 0 0 0 0 BLAB 11.FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET MIKC3 FOR SLAB REQUIREMENTS 45 J J J J K K IC K K K L L L M3 Mi M3 M3 Mi Mi M1 MS Mi M2 Ni Ni Ni Ni Ni 0 0 0 0 0 INSTEAD OF SECTION 5.0 46 J J 1 J K K K K K L L L Ml M3 M1 Mi Mi Ml Mi Mi Mi Ml M2 Ni Ni N1 Ni Ni 0 0 0 0 0 47 J J J K K K K K L L L L M1 M3 M1 M3 Mi M1 M1 Mi Mi M2 Ni N1 Ni Ni Ni NI 0 0 0 0 0 48 J K K K K K K K L L L MS Ml Mi M1 M1 Mi Mi Mi MS Mi M2 Ni Ni Ni Ni Ni N1 0 0 0 0 0 49 K K K K K K K L L L M1 M1 M1 MI M1 M1 Mi M1 M1 Mi Mi M2 N1 N1 Nl N1 N1 N2 0 0 0 0 n/a 50 K K K K K K L L L L Mi M1 Mi Ml M1 Mi M1 M3 M1 Mi Mi M2 Ni Ni Ni Ni Ni N2 0 0 0 0 n/a 51 K K K K K L L L L Mi Ml Ml Ml Ml M1 Ml Mi M1 M3 MI M2 M2 Ni N1 Ni Nl N1 N2 0 0 0 0 52 K K K L L L L M1 M1 M1 M3 MI M1 M1 M1 Mi M1 MI M1 M1 M2 M2 Ni Ni N1 N1 N1 N2 0 0 0 0 Coir Oestannat'Y_tCOR 19R%M)M R Cir 112R'2 17Page 44 of 98 , ��