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LEGEND <br />0 <br />3'-0" <br />a -- <br />50'-0" <br />100'-0" <br />12 <br />50'-0" <br />ROOF TRUSS RT-9 (T72) ROOF TRUSS RT-48 (T79) <br />W I 6X40 W16X40 PURLIN 121316.5 PURLIN (TYP.) W12X27 PURLIN W116X40 PURLIN 121316.5 PURLIN (TYP.) W12X27 PURLIN <br />PURLIN i I I I I I I I <br />(2)C1 2X30 (2)C 1 2X30 ,(2)C12X30 <br />X <br />U 1 65TC 1 U I 65TC I W1 2X53 + (4) P LS 1 /2X 4 W12X53 + (4) P L'S 1 /2 X 4 Ul 65TC1 I W I 2X53 --c T_ <br />v7 3 <br />I , t� <br />41 c1_1 <br />A< <br />2 <br />32 >< I S217 S502-13 <br />5217 LS6 03 cl-A 7 >< <br />__j @ RETROFIT <br />S 21 T7S 6 1'7 � a_ + — <br />41 S217 S559 <br />_j <br />& _j <br />OPP <br />B >< <br />CN + 12 N\ <br />xl� 2 <br />& QO <br />q_. '_�' & <br />>< 03 'c-D <br />0-) <br />r-D S21 7 S6 S21 7 5502-3 _j <br />>< 43 <br />>< X <br />Q0 0- <br />>< >< <br />co + <br />m CL <br />U) <br />n ) \��o <br />/I/U>S217 S607 1 >< S)S217 S610 S217S610 �n'Ccn CD <br />1 <br />C'111 2 5 S21,7LS,502-3 <br />W I OX49 W1 OX49 W1 OX49 2 <br />S217 S502- OPH (5 <br />(9 RETROFIT RETROFIT <br />C�' <br />Z� <br />I <br />:t77 <br />U853BCI I U853BC4 U952BC1 <br />OPP. HAND F35A F315A�j <br />co F315A <br />S217 5502-3 <br />2� 91 <br />Q0 ooQo <br />CN o\ co I <br />@ RETROFIT <br />>< <br />S217 03 -15 _1\ CD >< <br />'k, 1*3 <br />izIS-91 Sim. <br />27 2 6 41 <br />2 27 <br />17 A <br />5217S61( S2 '611 <br />S217S610 S610 S217SI509 52175635 <br />_F31 1 A �/x7F313A F313A F31 0 <br />W33X201 W33X201 W33x201 W36x194 <br />13 <br />W1 OX49 <br />r. <br />U250BC2 <br />42 X <br />S217S635 <br />OPP. HAND <br />ry) <br />1 6X40 PURLIN <br />CL EL 212'-0" <br />_5I2 17 AflS6 0 3 GENERAL NOTES <br />4� jSim. 1 SEE SHEET 40-031-S2E & 40-031-S2E-1 FOR <br />2 STRUCTURAL GENERAL NOTES ON RT-413 <br />S2.17S60P 3 MODIFICATIONS. <br />2- b 00 P <br />c"I '>< '64� C S217S 60 0 <br />s217 s600 6 S217 S600 �40 <br />>< <br />z <br />41 5217 s635 20 <br />_73— F-7749 52175634 <br />'_ 72A F,357A F357A <br />F S217S634 <br />W33X201 -2" <br />W36X194 W33X201 U1024132 W36X194 Ul 16135 T.O.S. EL. 154' <br />Z <br />F377A F376A OPP. HAND OPP. HAND <br />p�" <br />24 1g 23 24 1 16 &T, <br />17 (7 <br />S21 7 S601 <br />S217 S601 __�2 �9 00 S217 S601 00 S217S608 18 S217S606 5217 S607 <br />X C-).j. <br />X <br />O.Az <br />V_ '_t 5217S608 <br />5217 LS6 A 5217 561 0 <br />31 <br />F369A F355A S217S612 F368 <br />W24X 100 U 102081 W36X230 U1023133 W36X230 U215138 W36X230 EL. 137'-1" <br />I T.03 <br />OPP. HAND <br />7 <br />EASTSIDE ONLY U215137 4 Sim. <br />F358A ESTSIDE ONLY <br />9 U105252 09 8 10 19 OPP. HAND 15 WESTSIDE ONLY j S21LS608 <br />S217S601 <br />5217 S601 1�917 5634 5217S612 3 Sim S217S6,-)7'3 -17 kP,�_�'4 38 <br />E:2::> SEE F/S560 FOR HPS ANCHOR SUPPORT. <br />REF ERE NCE DRAWINGS <br />140-031--1002—S26 <br />CONSTRUCTION NOTES <br />S217 S602 S217 S633 34 1` REMOVE EXISTING ANCHOR SUPPORT INSTALL <br />S217S606 NEW ANCHOR SUPPORT, SEE 7/S559 F/S560. <br />U I 052S2 <br />OPP. HAND <br />4A ­,,F367A <br />U1021 B2 <br />W36X194 94 '�"k W36X194 U215134 W36X194 T.O.S. EL. 120'-0 2 WELD (E) CONNECTION, SEE 3/S502-3. <br />2L'S3.5X2.5X3/8 TYP. Q0 WELD E CONNECTION, SEE 2 S502-3. <br />U1052S2 U215133 <br />J&7 35 SEE B/S502-3 <br />-INSTALL <br />PLATE REFIT, P'10 o? 21 rl 4"� 5217601 33 1 <br />=D ] <br />'2 IZ LS6 0 2 <br />:z 5 WELD (E) CONNECTION, SEE 1/S502-3. <br />U 105252 S217 S612 CD 5217 S633 S CD S20�S,604 <br />c"A CN <br />co (:T) >< 00 >< K:::��-SKEW ANCHOR SUPPORT MEMBER AS REQD, <br />Ln Ln (37 n <br />S'2jZ SL614 00 c',i .... 00 0_4 <br />>< m >< m <br />X -t- S�21 ±7S618 SEE 6/S502-3. GC TO FIELD MEASURE <br />Ln >< a_ CD >< CL CONDITIONS PRIOR TO SUBMITTING SHOP DRAWINGS. <br />00 <br />CI-4 a- 1 FIN. FLOOR <br />>< c) <br />ELEV. 100'-0" <br />::D <br />B.O.B.t ELEV. 97-2" <br />CD <br />m cn B LINE (LOOKING WEST) <br />Id Ld <br />:2E cn � <br />DETAIL <br />SCALE: 1/899=1'-0" <br />SYM REVISION BY APPROVED DATE sym REVISION BY I APPROVED DATE <br />RECORD DRAWINGS ISSUED TO OWNER MAO CEV 10-1-02 <br />A FACTORY PRV/SRV DECK UPGRADE W5805116 CEI EO 04,09.20 <br />A PERMIT SUBMITTAL W58051161 CEI EO 08.19.22 <br />S21 0,S458-1 I S21 <br />a <br />W-6-1 <br />PERMIT SUBMITTAL <br />ISSUE FOR CONSTRUCTION <br />UNAWN UAIL SUBTITLE <br />ACCEPTABILITY KLM 3-17-99 NORTH -SOUTH FRAME ELEVATION DETAILS <br />THIS DESIGN AND/OR CHECKED <br />SPECIFICATION IS APPROVED RJP 3-17-99 COL. LINE B, 1 VTO 13 LINE <br />---- ENGINEER TITLE <br />APPROVED BY DEPT. DATE CEV 3-17-99 FACTORY PRV/SRV DECK UPGRADE <br />CHECKED <br />DUILUINU (4U-UJ IJOB <br />NO. <br />----]STRUCTURAL MASTER COL. B/11'-13 EVERETT, WA Dwe' No. <br />A <br />REVIEWED FOR PERNHT <br />C 0 F F M A IN <br />ENGINEERS <br />1101 2nd Avenue, Suite 400 <br />Seattle, WA 98101 <br />ph 206.623.0717 <br />wvjw.coffman.com <br />COMP NO. <br />40-031 -S217 <br />