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mpir <br /> L <br /> • � Ak1/4 _,, 0 Red bracing indicated <br /> �'► '. new 16 gage x 3"steel <br /> SNS 100xIMI.A.SIEII-AS11e.250 y® �' <br /> lrvicuFR,u�cROssrmTaeLcaumANISED f�-4�r `,, strap tension braces. <br /> Existing "'T"P�° ""�° f�' "'��� ®^ (BRACE 10 BAYS <br /> frame ��� ; " - TOTAL) <br /> ,0-1',610 <br /> ' 'S4,.,.,_„•. APO* <br /> ALL SOLTED JOINTS TO USE Alt x50 bik <br /> ®�j/ ���♦� � 10 ki,P1**t , <br /> STRUCNRPL BOIi SELa-K ] - /� �®�I°.'�n �,, �: i® i � �j► Retrofit existing <br /> SN5100400d-MILO STEEL-PS1163.0 \, `T4 , � W ®.\ S'� '1 b e plates, <br /> TYPICAL FRAME FOST CONSTRUCTION �, �'`, �'n ®®il. y typical 2 <br /> Note: NOTaRPEMGAL�AwsEo . ® ...I <br /> ill <br /> 1.Retrofit information shown in ` ® > �� ���a� locations <br /> Red Blue and Green- All other 1 <br /> information is from manufacturer's 4 `�/' <br /> shop drawings- `�\``�I _�®`®p /�� s„ :PMa N-,�,o <br /> `, `` :;��F 11,r TYPICALFRAIENID ., <br /> 2.See structural general notes on ` r <br /> SSK-1 for anchorage of base i `�' , 41/4k, -L <br /> r <br /> plates to existing concrete slab. �\ <br /> Blue indicates 16 gage <br /> 1 ISOMETRIC VIEW ri.t <br /> bridge for attaching <br /> CONTROL ROM SIDE metal wall/roofpanelsSSK- to steel frame(required <br /> at all roof panel edges <br /> as indicated). <br /> 6709.0-• OSDRE LENGTH <br /> IIMIMII LOSURE 100.6 <br /> g B I A 41110 <br /> , - ...,. , Atill,„ KIJ ,` <br /> I <br /> e Dashed lines indicate <br /> Braced bays. See <br /> I!.d8 I ,,,, <br /> Typical Elevation <br /> rds <br /> _ SSK-3 <br /> 100.0 ��' •LIDIN5 DOOR <br /> Simpson CMSTC16 strap <br /> to connect panels to <br /> II. ��\ frame at frame edge,and <br /> w �.F s � ' frame opening edges per <br /> a 11 --- f� 2/SSK-3,TYP- <br /> Existing l 1 <br /> �jI <br /> frame and <br /> panels A ® �- <br /> sL <br /> M 1 g <br /> JA_ SK <br /> vM <br /> "',_- .{...�.,.__ _ -' k^ '3_V <br /> .4' 4 41 ) . <br /> 2 PLAN VIEW .. <br /> SSK- 884.0-INSIDE <br /> 233.0 DOOR 1416.0 2734.0-INSIDE DOOR 1442.0 <br /> LADESCRIPTION FRAME PLAN <br /> PROJECT TITLE MAGNIX FRAME PROJECT NO.2021.132 <br /> ENGINEERING <br /> CLIENT MAGNIX DATE 10/07/2021 <br /> 1424 Fourth Ave, Suite 415 REFERENCE SKETCH NUMBER <br /> Seattle,Washington 98101 <br /> p:206.264.2727 DRAWN BY SMB REVISION SSK-2 <br /> www-mlaengineering.com 1 <br /> 3 Lo <br />