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

�..._.� ____..._._.. r._-, __. ,. _. _......._mrovn.+rs J:ermw.._ b„_,, _.:5 i SECTION 1.0 LATTICE COVER INSTRUCTIONS AND POST TABLES PUT �. �PRape s c�of WAS r4, ES,, 3 4 1 c N _ /O @�<4'0 .ONA 0/�` Post D Table 1.2 GENERALINSTRUCTIONS FOR THESE TABLES hes +se', tt ! 1 7- =OPE " a tipDescription Max POST H8t Type Detail 1.CHOOSE FREESTANDING OR ATTACHED STRUCTURE ca- P-11214 Twin 0.032"x1.5 x1.5"Scroll 8' A MUI00 2.CHOOSE PROJECTION,WIDTH AND OVERHANG OF UNIT , Twin 0.062"x15"x1.5"Scroll 10' B MU100 S.DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE 3913bU 4� ,1111i O' c• .. 0 0.024"x3"x3"Post w/Sideplates 13' C LA24 (PATIO UNITS USE 10 PSF 4.CHOOSE A RAFTER FROM SECTION MIN,COMMERCIAL T HAS IAL UNITS USE 20 PSF MIN) Q�s' ONAL G , r `Y 0q TE OF% !,' Alum 0.032"x3"x3"Lockseam 10' D LA15 - p� P. Alum 0.040"x3"x3"Lockseam 10' E - LA15 ADEQUATE CLEARSPAN FOR YOUR NEEDS. P Alum 0.055"x3"x3"Fluted 11' F IA19 I.DETERMINE TRIBUTARY WIDTH FROM TABLE 1.1 OR CALCULATE Alum 0.075"x3'x3"Square 12' -G MU49 RES: 1,20 • SEP 017 FROM TRIBUTARY DIAGRAM ON GENERAL NOTES PAGE Magnum 0.062"x3x3 11' H MU51 B.LOCATE HEADER TABLE IN SECTION 2.0 W/CORRECT PARAMETERS TAB 1.1 TRI UTARY WIDTHS FOR SINOL!SPAN ATTAhHED STRUCTURES 4••••••- • Steel 0.043"x3"x3"Lockseam 11' I LA15 a. GROUND SNOW LOAD,SEE GEN NOTE#14 OVER- P EDITOR OF SINGLE SPAN STRUCTURES(PT) Alum 0.120"x3"x3"Square 10' J LA20 b. UNE LOAD,SEE#3 ABOVE HANG 0' 7' 10' 11' 17 13' 14' 15' 1a 17' 18' 17 20 21' 22' Alum 0.120"x4"x4"Square 14' K LA20 c. WIND SPEED,SEE GEN NOTE#13 ~ 0' 3' 3.6 4' 4.6 5' 5.5' 8' 15.6 7' 7.5' a LS 9' 9.6 10' 10.7 11' 3/16"x3"x3"Steel Square 12' L LA17 d. EXPOSURE,SEE GEN NOTE#14 1' 3.5' 4' 4.5 5' 5.5' 5' 8.5' 7' 7.5' 8' 8.9 9' 9.5' 10 las 11' 11.5', 3/16"x4"x4"Steel Square 15' M1 LA17 e. SEISMIC,SEE GEN NOTE#14 2' We nie Na 5.5' 8' 8.5' T 7.5' 8' 8.5 9' 9.6' 10 10.6 11' 11.5' 12' 3/16"x4"x4"Steel Square 12' M2 LA17 f. ATTACHED OR FREESTANDING 3' Na nh Na Na Na Na Na 8' 8.5' 9' 9.5' 10' 10.9 11' 11.5' 17 12.5' 3/16"x5"x5"Steel Square 15' Ni LA17 g. a-e ARE SET BY YOUR LOCAL BUILDING AUTHORITY 4' Na Ns nra Na Na Na Na Na Na Na nM 10.5' 11' 11.5' 12 12.5' 13' 3/16"x5"x5"Steel Square 12' N2 LA17 7.CHOOSE A HEADER FROM TABLES IN SECTION 2.0 THAT HAS ADEQUATE POST SPACING 5' Na Na Ns Na Na We Ns „h, Na Ne Na nil rda Na No 13' tag 3/16"x6'x6"Steel Square 15' 0 LA17 8.DETERMINE FOOTING SIZE 1 USE THE UPLIFT FOOTING IF BOTH OF THESE CONDITIONS ARE MET ii a.STRUCTURE IS ATTACHED TO AN EXISTING STRUCTURE Table 3.3 b.TABLES Li AND 12 ARE SATISFIED Uplift Constrained d(in) c.GO TO#9a 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 14 I I I I I I I I J .1 J K K K K L L L M1 M1 M1 M3 M1 MINI N1 N1 Ni N1 0 0 0 0 0 1,1 IF EITHER a OR b ARE NOT TRUE THEN: 15 I I I I I I I I J J J K K K K L I. L Mi M1 M1 MI M1 Ml N1 N1 Ni Ni Ni 0 0 0 0 0 a.CHOOSE CONSTRAINED FOOTING SIZE BASED ON THE 3 CHOICES OF POST HEIGHT 16 I I 1 I I I I I J J J K K K K I L L M1 Mi Ml Mi Mi Mi N1 N1 Ni Ni NI 0 0 0 0 0 b.USE THE LARGER OF THE UPLIFT OR CONSTRAINED FOOTING SIZE 17 I I 1 I I I I I .1 J J K K K K L L L MI M1 M1 Ml Ml M1 N1 N1 N1 N1 Ni 0 0 0 0 0 t. c.CONSTRAINED FOOTINGS MUST USE DETAIL IA36 OR M5 18 I I 1 + I 1 I I J .1 .1 K K K K L L L M1 M1 MI Ml M1 MI Ni N1 N1 Ni N1 0 0 0 0 0 d.GOTO9b 19 1 ll I 1 1 6 I 1 .1 J K K K K L L L M1 M1 Mi Mi Ml M1 Ni N1 Ni Ni NI 0 0 0 0 0 S 9. DETERMINE POST TYPE 20 1 I Il II 1 IJJJKKICKLL 1M1 M1 Ml Mi M1 M3 Ni 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" 21 I 1 I l i I I I 1 .1 J K K K K L L I Mi M1 Mi Ml M1 M1 N1 N1 Ni Ni N1 0 0 0 0 0 CROSS REFERENCE LETTER CODE W/TABLE 1.2 22 I a 1 I r I I 1 1 J J K K K K L I L M1 MI M1 M1 M1 M1 N1 N1 Ni N1 N1 0 0 0 0 0 IF THIS POSTS MAX HEIGHT IS TOO SHORT,UPGRADE THE POST. 23 I Ill i I 1 1 J J J K K K K I . L L M1 M1 M1 Mi MI M3 Ni N1 Ni N1 N1 0 0 0 0 0 s 241 t I I 1 I I I J J J K K K K L I L MI M1 MI Ml M1 M3 N1 N1 N1 Ni N1 0 0 0 0 0 b.IF EITHER 8a OR 8b ARE NOT TRUE THEN: 25 I I I i I I I 1 J J J K K K L I L L Mi Mi Ml M1 Mi M1 N1 N1 N1 Ni N1 0 0 0 0 0 t' DETERMINE POST TYPE FROM CROSS REFERENCING THE UPLIFT FOOTING AND 26 i I II I I I J I J K K K K L L L L M1 M1 M1 MI M1 MI Ni Ni N1 Ni N1 0 0 0 0 0 CONSTRAINED FOOTING ON TABLE 1.3 27 1 I I 1 I I IIIIKKKKILLMI Mi M1 MI Mi Ml MINI Ni Ni N1 Ni 0 0 0 0 n/a example#1: A 40"UPLIFT FOOTING AND A 20"CONSTRAINED FOOTING 28 I III II I J J J K K K K L I L MI Mi Mi MI Mi Mi M1 Ni N1 Ni Ni Ni 0 0 0 0 n/a ARE REQUIRED. POST TYPE"Jr.IS REQUIRED.TABLE 1.2 SHOWS POST TYPE 29 I I I 1 I I I J J J K K K K I L L M1 M1 Mi MI M1 M1 Ml Ni NI N1 Ni Ni 0 0 0 0 "J"TO BEA 0.120"X3"X3"ALUM POST WITH A MAX HEIGHT OF 10'. 30 I I I I I IJ .1 J I KKKK L L I M1 Ml M1 M1 M1 Ml M1 N1 N1 Ni Ni N1 0 0 0 0 example#2: A 20"UPUFT FOOTING AND A 40"CONSTRAINED FOOTING 31 1 I I I I I J J I I K K K K L L L M1 Mi M1 M1 MI Mi M2 N1 N1 Ni Ni N1 0 0 0 0 ARE REQUIRED. POST TYPE"M2"IS REQUIRED. TABLE 1.2 SHOWS POST TYPE 32 1 I I I 1 I .1 1 .1 1 K K K K L L L MI M1 M1 Mi MS M1 M2 N1 N1 Ni Ni N1 0 0 0 0 "Ni"TO BEA 3/16"X5"X5"STEEL POST WITH A MAX HEIGHT OF 15'. 33 1 I 1 t t I I I J KKKK L L L L M1 M1 Mi Ml M1 M1 M2 Ni N1 Ni Ni N1 0 0 0 0 10.IF STRUCTURE IS ATTACHED FIND THE 0/C SPACING OR#OF FASTENERS FOR ATTACHING TO 34 I 1 I I 1 .1 J 1 1 KKKK L L L M1 M1 M1 M1 Ml M1 M1 M2 N1 N1 Ni Ni N1 0 0 0 0 WALL FROM TABLE 7.6 OR TABLE 7.7 35 I 1 i I I J J J J K K K K I L L M1 Ml M1 Mi Ml Mi M1 Ni NI Ni Ni N1 Ni 0 0 0 0 11.USE THE APPROPRIATE DETAILS(LA01 TO LA40) 36 I I 1 I J J J J J K K K K L L L Ml M1 M1 Ml M3 M1 M1 Nl N1 N1 N1 N1 N1 0 0 0 0 37 1 I I 1 I J IIKKKKIL L I Mi Mi MI Ml Ml M1 Mt Ni Ni Ni N1 Ni N2 0 0 0 0 FOR PATIO SLABS FOLLOW 1-7 FROM ABOVE THEN 38 I I I J I I JIKKKKLL 1M1 Mi MI M3 Mi MI M3 Ml Ni N1 Ni Ni Ni N2 0 0 0 0 SLAB 7.USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING 39 I I 1 J I I 1 .1 K K K IC L L L Mi M1 M1 M1 M1 M1 Mi M1 Ni Ni Ni Ni Ni N2 0 0 0 0 BLAB 8.BOTH 8a AND 8b MUST BE TRUE 40 I 1 J J J J J KKKKK L L L M1 M1 M1 Mi Ml M1 M1 M2 Ni N1 Ni Ni NI N2 0 0 0 0 SLAB 9.FOLLOW 9a FROM ABOVE 41 I 1 .1 J .1 JIKKKK L L L L M1 M1 M1 Mi M1 Ml M1 M2 N1 N1 Ni Ni N1 0 0 0 0 0 SLAB 10.FOLLOW 10 AND 11 FROM ABOVE 42 J .1 J J J J K K K K K L L L Ml MS Ml M1 MS M1 M1 MI M2 Ni N1 N1 Ni Ni 0 0 0 0 0 SLAB 11.FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET MIsc3 FOR SLAB REQUIREMENTS 43 J .1 .1 J J J K K K K L L L L MS Ml M1 Ml MI Ml M1 M1 M2 Ni N1 NI Ni N1 0 0 0 0 0 INSTEAD OF SECTION 2.0 44 J J J I J K K K K K L L L Mi M1 MIMl M1 M1 M1 M1 M1 M2 N1 NI. N1 N1 Ni 0 0 0 0 0 45 J 1 J J K K K K K K L L L M1 M1 M1 M1 Mi M1 M1 M1 Mi M2 Ni Ni Ni Ni N1 0 0 0 0 0 46 J J I I K K K K K L L L MS M1 MI Mi Mi Mi M1 M1 M1 M1 M2 Ni Ni NI. Ni Ni 0 0 0 0 0 47 J J J K K K K K L L L L MS M1 M1 M3 M1 M1 M1 Ml M1 M2 N1 Ni N1 Ni N1 Ni 0 0 0 0 0 48 .1 K K K K K K K L L L M1 M1 M1 M3 M1 M1 MS M3 Mi MI M2 N1 Ni Ni Ni Ni N1 0 0 0 0 0 49 K K K K K K K L L L M1 Mi M1 Ml M3 M1 M1 M3 M3 M1 Ml M2 Ni Ni N1 Ni Ni N2 0 0 0 0 n/a 50 K K K K K K L L I. L M1 M1 MS M1 M1 MI Mi Mi M1 Ml Ml M2 Ni Ni Ni N1 N1 N2 0 0 0 0 n/a t 51 K K K K K L L L L M1 MI M1 M1 MI M1 MI M1 M1 M1 M1 M2 M2 N1 N1 N1 N1 N1 N2 0 0 0 0 /1 -7-/ Four Seasons ICC ESR 1053(2015 IBC) 1/28/2017 52 K K K L 1 L L _1.41 M1 Ml Mi MS M1 M1 Mi M1 M1 MI MI M1 M2 M2 Ni Ni N3 N1 Ni N2 0 0 0 0