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HomeMy WebLinkAboutBUP2022-00177 (7 of 9) BU P2022 -00 177 ( 7 of 9 ) I 60 I 50 I 40 I 30 I 20 I 10 I 0 I O EiED 0: • 2 2 2 t, 41) ri Le., 8 "??4" 1 S601 B _ , 7 WEST F.O.STUD L POST '; ` 1 . -- • ' I S601 UNO TYP WALL ALONG W 116 I GRID A 8 2 3 4. ¶L POST CO \ \— — — — — — - - - - _I-- - - _1 _ -11 I - - - 'Ix s 1LlNEBRID I 1 y� C y 11 / 71/4" 6x8 POST BLW 2 3/4" • r A+aQ 0 6}6 o0-44 :-Z/CV,f, 0� 6}6�00�j1 S601 TYP AT NON- 8SIMPSON ECCQ66SDS2.5 BLW I SIMPSON ECCQs6SDS2.5 BLW �l�oOd,>. *�.o00S>, g$ DEMISWALLING �S601 o $sA ST k J-1 J 171.C1 ' - UNO TYP \ / ---- 1 I6x6 POST BLW 8-3 24F-V8 8-5 - ti y( i• N \:). II rt}°I11 Qp �? I I 7Is 1p}6 sLYWOOD(111'-105/8")� 17 elm$ �5�- +dc�-► 71* 6 5'-8 5/8" ( �I ( 0 0 o o zrillil° S> S j py / ,' dtY !-/- � ,,py 16 p, 71SEE DETAIL - l hi- yB-2 6} 6Q 0� i� 560� �S60011, 6yhi 0� o to _L `I e s - - © — I- Irl LI �• \— ^ A}6Q - 4,1) Oy S102 82 SF6 5 t :I U �GL 5 12x19 e rQ co � ' I m d- i g l�y'`�d> 0 m 5601 i - `.i CMST -b,c - S502 NOTES: r SIM "'' . °' SIMPSON HGLTV6 TOP '-r"` -`':- ' 1 B-2 6 FLANGE HANGER 1. 00 WC-IX" INDICATES ELEVATION OF STRUCTURAL ITEM NOTED. — yq :CMST14-o, 5 s+ SOS w 2. D X INDICATES SPAN DIRECTION OF DF#2 SOLID T&G DECKING WITH 7/8"T&G WEYERHAUSER EDGE GOLD — Qo& m 'ys: � QO�4 B$S>,T ®I e- 1p �}QO�' SHEATHING OVERLAY AND 1'GYPCRETE(115 PCF)TOPPING AT CORRIDORS. 6� Q---►. 1_,..-.`3' S F6 0 , I 6 SIMPSON DGHF3.62/11.25 o 64�31 y s+y+- : 6 ,0 { 6 ^ 111 OFFSET LEFT DECKING SCHEDULE: 11 ........ 0 'wr I 8_5 �_ S601 k. - GL 5 1/2x15 (INSTALL 3/4"PLYWOOD SHIM D-3 3x � S504 _ ro. S501 FOR FULL BEARING OF BEAM D-4 4x W12 50 w/4x NAILER (I• ���SG -- c� ONTO HANGER SEAT) ��. ■��■� v d 18x 1 w/4x NAILER 4� O }�1 O I ^ 81 mils Ss+r S =i } -44 3. �— INDICATES STRUCTURAL WALL. ALL WALL STUDS SHALL BE AS NOTED BELOW WITH GYPSUM BOARD `�� 6 y� 22 J10 yy} 11 / / SHEATHING BOTH SIDES.REF 10/S601 FOR TYPICAL WALL FRAMING INFORMATION. REF S201 FOR �/ a Val ACCEPTABLE TO COPE BOTT BM GL 3 12x10 1 STRUCTURAL SHEAR WALL LOCATIONS AND INFORMATION WHERE STRUCTURAL SHEATHING IS Q h Q 21 Q y 6+ 8 ^- SIM STOREFRONT GLAZING I A}6 y A y� �� S605 FROM WEST F.O.POST 4",SO DEPTH REQUIRED. -ed \ '7 -`-, S501 -.'_- (7'�0 '` (BLW),REF ARCHOF GL 5 1/2x19=15"WEST OF 6x8 POST B 6=0 9)\ rb l.; 6}6 CS 9r o+o s't. . III LEVEL 2,3&4IXTERlOR&INTERIOR WALLS: / y+ Sl A) S _ S502 yh Q I 2x6 DFL No 2 OR BETTER @ 16"oc MAX,UNO Os).• r• -) Os y = -All 14 1 > CMST14-a,c S501 ® /-GL 3 1/2x10 1/2 4. J-X INDICATES PREMANUFACTURED I-JOISTS.USE HANGER SPECIFIED UNO ON PLAN.REF 9/S600 FOR 6 I. +.. = - T� fHSSlBX6X3/844SIM r 6 CO —_ - 11111 HANGERS OVER PLYWOOD OR GYPSUM SHEATHING. ( .. { / SIMPSON L cn Qp`o y4�? ..ji."`_;_ it EA END m SHALL BE ° I JOIST SCHEDULE: / S s+o ' b}6 hQ :);11:",:.`( a+s - ► LOCATED A M. \ / J-1 11 7/8"TJI 210 @ 24"oc MAX w/SIMPSON ITS2.06/11.88 HANGER ley o0 6}�� c+o q0 6 9 OF 1'-6"FROM CL 3"TO o/ ° J-2 11 7/8"TJI 210 @ 16"oc MAX w//SIMPSON ITS2.06/11.88 HANGER S> 9 S OF HSS BLW CL HSS o ° o I J-3 11 7/8"TJI 360 @ 16"oc MAX w/SIMPSON ITS2.37/11.88 HANGER S602 SIM • • SI�dAT S602 1 S605 2 Q 11 I�` J-4 16"TJI 210 @ 16"oc MAX w/SIMPSON ITS2.06/16 HANGER \v/ r, SIM 5503 S501 - J-5 11 7/8"TJI 230 @ 12"oc MAX w/SIMPSON MIT3511.88 HANGER(BA4.75/11.88 @ DBL JOISTS) J-6 9 1/2"TJI 110 @ 24"cc MAX w/SIMPSON ITS,.81/9.5 HANGER CMST14-c r , J-7 (2)16"TJI 210 @ 24"oc MAX w/BA4.28/16 HANGER 0 4 rti I s I STEEL CANOPY,REF SIMPSON ECC446SDS2.5 J-8 8 1/2"TJI 210 @ 16"oc MAX w/SIMPSON ITS2.06nJ.5 HANGER I 6Q & d .rrp' 8 ,� N} Q : S ., He-- - ^ ►I S> ARCH&DETAILS BLW 5. B-X INDICATES GLUE-LAMINATED BEAM rYPE. BEAMS SHALL BE DF/DF 24F-V4(UNO) 6 •: } .6 ST — sxs POST BLW 0, 5601 I ley GL 5 12x13 1/2 HDR BLW W1 x50 w/4x M4/LER ' INSTALL OVER(2)2x6 BEAM SCHEDULE: — J TRIMMERS&INSTALL SIMPSON B-2 GL 3 12x11 7/8 w '18) a\ �� �16 y A u A35 TOP&BOTT F�1 END PARTIAL PLAN AT SECOND FLOOR FRAMING B-4 GL 83/ 24 `• TYP S601 yh.4 os "Il d'o,+6 ^ 3"=1'-0" S102 8-5 GL 512x11 7/8 UNO ry 2� A}0Q 21�...I "ID SIM 6 ao � t gV-, 6+ OS S501;.= B r6• S B-6 GL512x18 B-7 GL 5 12x10 1/2 el d I Bl { l� S602 8-8 GL 5 12x19 12 �L�SA �t�S>, ""::.;::°.. :.':,.'. •. B-9 GL 512x12 8-10 GL 512x9 1 B-11 GL63/4x1312 C162) 7.I ro a 2)3: Io8-13 GL 52x16 121,' ::::TY-- +o B-14 GL63/4x18 I t: � I I �Od 6. FLOOR SHEATHING SHALL CONSIST OF 7/8"WEYERHAUSER EDGE GOLD OSB SHEATHING,GLUED AND m �� � ^ Sl r NAILED WITH 1"GYPCRETE TOPPING(115 PCF)OVER ENTIRE FLOOR,UNO. PROVIDE 2x(FLAT) 5 e'y S>m l S BLOCKING AT ALL UNSUPPORTED PANEL EDGES. 5 1 I S602 SIM ST 0} 7. REF SHEETS S600-S605 FOR TYPICAL WOOD FRAMING DETAILS. (4)- -CMST14-c-. 8. REF SHEET S501 FOR TYPICAL STEEL FRAMING DETAILS. i 9 TYP I ^ I :6061;-4 9. CMSTXX-x INDICATES SIMPSON COIL STRAP WITH END LENGTHS PER SCHEDULE BELOW.STRAP SHALL BE " NS601 y CONTINUOUS PER LENGTH SHOWN ON PLAN AND DETAILS. "-x"INDICATES DETAIL REFERENCE BELOW S601 TYP AT NON- II � WITH ADDITIONAL INFORMATION. • DEMISING :' • ' gF6 a. AT JOIST BLOCKING,REF DETAIL 15/S601 WALLS W12x50w/4xN'ILER;,: b. AT BEAM/JOIST,REF DETAIL 14/S601 y LIGHT ANCHOR, }44Nb. ., ` SSss (3)PLCS /� d, AT TRUSS,REF DETAIL 2/S604OUBLE TOP PLATE,REF ETAIL 15/S601 e. AT TRUSS BLOCKING,REF DETAIL 6/S604 cNrS o+0 0�- ��� S501,r g 7� COILED STRAP SCHEDULE , �i ml�AO elm$ "=;-;•,,, '{.: STRAP MODEL FASTENERS END LENGTH(IN) d, Sr }..%' 1(14.) S605 5 Es ;?..': :r,' sIM\S602• S502 (3)PLCS CMST12 (86)0.148 x 2 12 39 111 42) CMST14 (66)0.148x 2 1/2 30 ':, 1 AT LIGHT CMSTC1s (50)0.148x 3 1/4 20 6 SIM ANCHORS 1. REF SIMPSON FOR ADDITIONAL INFORMATION S602 a 17 2. USE LF OF NAILS LISTED EA OF STRAP 3. WHERE WOOD SPLITTING IS NT��ATED,USE BI+sA oo y S502 d;' I Q0 q6 leyI TOTAL NUMBER OF NAILS&USE EVERY OTHER It Osr 7 SIM(2) @lsy"sF$S>• �Q}6h}y}�Q)V� �`{+ 7� I I I ,. HOLE,ADJUST END LENGTHS ACCORDINGLY. 501 F� :.;='''• :: '• y l s 10 INDICATES FLOOR AREA WITH 1"OF NORMAL-WEIGHT CONCRETE OVERLAYMENT/TOPPING WEIGHING PLCS y +s S501 SIM(2) O 0 - 1 1—-—-—_ ,'.� , - - -—_ -—+sr - -RL6S---- — — — — 4111) I 11 // INDICATES SIMPSON HANGER 38 F,LIVE LOAD=100PSF s ������ 16 PSF MAX DEAD LOAD=I \ - ___ 1� N /� j7 y LI ,CMS-14 -^ �- - - - - -� GER TYPE REQUIRED. ANY PROPOSEDSUBSTITUTII $JH�1 1O ` 4 APPROV%EL 4 SIM(4) - 3 I ( I X-X EQUIVALENT FLOOR LOAD CAPACITY i` /� PLCS �N6 !M I 14 sIM HANGER SCHEDULE }} 1\ 2 12 5 1 5501 'STEEL CANOPY,REF 1 1�/� yy� W ca(5_ . 02 S501 cr I S602 S502 S602 1TYP w I ARCH&DETAILS I MARK SIMPSON HANGER TYPE CAPACITY V 1- U - / / \ WI:•76 NO NAILER - �' W18x76 NO NAILER ¢ B-12 Cs ¢ ¢� Z B-11 BLW 2-1 H93.56/11.88 5,395 LBS Ni c-515 Z SIM L6xs DECK SUPPORT O2 2 o ^ TYP Z (B.O.BM EL=109'-4") J - ,3- D_�a 14 T HSS COL,REF Z Z / \ 5/8 � Z ° e t'!'y` S501 19/S502 FOR INFO \ fo f:"_ I x p_ A 12. COORDINATE NORTH AND SOUTH SHAFT WALL POSTS WITH ELEVATOR SUPPLIER'S SUBMITTAL AND ^ x S60>� 1 ro. DETAIL 18/S600 POSTS ARE ASSUMED TO BE NOT MORE THAN 24"oc AND MAY BE USED IN LIEU OF 2x6Z ¢ WALL STUDS AT 16"oc.REF 3/S101 FOR POST LOCATIONS. 3 h �— ys :rF6 pyL --_ 70, L S503 py� y� s+6 5. yC ® CONCRETE RETAINING �l SS 'SS I^ v '`"O �C 2 O Q° I WALL REF S100SIMPSONLTTP2 Z �F ss S 'I 5/8 }6 }� 1y 3� r�3" +s A t, y}6 0� 3„ - ��. 6° S602 r6}rO Odd 6�° 6T 6SHALL BE LOCATED , " >r + ■1 yc° /3\ - / IOA MAX OF V-6"FROMs r + — C / \ (L OFHSs BLITYP— _ — V —� ------ Dartmouth Crossing cn (4)PLCS AT \p 1B'_0"Mlles - �' I ' j BREEZEWAY ON y} ■ IY I "I ap- TYP(4)PLCS AT RAIL `'tl/� EA SIDE OF OH GRIDS A&C gh} 1,I7fu_i 1 y'+ ��= yql CMST14-a,b q y = CMST14 a,b CONN AT FLOOR(SIM v I 1� / //�/ S600� OPENING ■ • • z E ---- -- y S -- r AT(4)PLCS MID FLOORs w �y�� z' S601 � :;:::; � ,f6Q° l$s+s�I - -- -- ,B +s Advanced Fireproofing & Insulation Co. }\ y 6"ISOLATION /� x T S> - - 3 p} (2) y+6 +� rs 175 y ( I RAIL CONN ABA A A d, ? ' r W1 35 v I 3: -. 0 7 + ,p0 0 OQ y ` ass+ S600� y 4 T l /7-- EMU Air. + yy} ' y} GAP L.V o PLCS v _c Q O 12 �- Q \OS OS '1 s oOs by h yh QO ■ Fire ■ El w/4xNAILER 3 Wl 35W/4xNAlLE' x S504 W18x6 /4xNAlLER s> (�} 0 Ss<• 8 r Q°� Fw' r�1/ y� `(`y 6 �� ^ (078100) Applied Protection & 0 0 , . e S>, 64 2 A 6 ?s W12x3g Q ys, x S st I SIM ( liy 0�3� 0 d' 1 6} _ }^\ + ^ 2 'lam s� •�'S41 O'• 24� 1 I TYP J-3 m Fi s J-1 J-1 J-1 J-1 J-1 -�O S603 ■ ■ o gh 2 s+gip S501 TYP +ye _lam-s+S . 62S601 2_,\ 24 S801J 1�/4\ m HS • •x3/1•, 6 �! /�r/� ��J (078123) Intumescent Fire Protection = w b ‘0 V� 16 �� 4' S601 O�1 15600 J AT FLOOR& p SS f�TYP /� S501, //' r \S502 7�/ - 98 mils �' 7 C� 98 mils m ' I _ MID-FLOOR i "" et.�9 �� EA I I/ x 1 I / I ■ SS m _ill YP Yd F 5502 0 y q\ 2 6+6, S501 20 ®END y� r / /� J-1 J 1 3 ss+ ,.,,,6 N '' ,;� ss++ �l� ima 0}h}�. I �SS� �� $s mr�?r�® 11 � I ��% , Shop Drawings February 9th, 2024 3 s ¢ 4 s x 6 + g J-1 DBL e og r r I I / j / I W :x46 3 x S501 x26 1p. ,s ' `Ur I�`® i 1 I 6 0 2 0 2 I I b 2 1r /', w/4xN I N B-5 nF * I�®B-3 g S` I I ���rYP / /��// Prepared by Brad Hardy, Project Manager 509-924-6709Qz •ILER 3u w/4xNAILER i� v `+ v r" rt 1 81 mils -! 0 O CMST14-6 c ��' py� =I TYP I i, ., -; 98 mils • ,,:,;;: , 6 :��,_ <,• I :'. .00 6Q w/4x AI_ER ' 13 S 1 I } w }6Q .., 1 ,,.:• .,yam -F6, ' � �I ;�,� ,. ,. aa• t c6. 1 - .. y _ 6Q � A I �6 6 ^ 111 ..-..- S501 r... S504 ..::s .00 = 1h;; -: <P.o�a,--.� [.•.: :',tnl. ' 0:��0: : rc,l y .- ..:TO PLYWOOD(11108"):• to f' Oy - 6 I c S502 h� ' .�..:.:; .;, :. . . s S6� General Fire Fireproofing Notes 0 I h} W16x36 w/4x NAILER • ;.-! '-Wsx26 w/4x NAILER - W1. 26: i L 8-5 - v� C, O '•cS v C9 ._. U 1..- .0 1 v i,Ci 6_ .CM TC s c.b. 8 1._ ; p J \ w/-. E l� " IIIMMINIMIll 11► ?s i 1. UL Design #X829 utilized for Wide Flange Beams supporting wood U y I ' 9 9 pp 9 y 111'18s:; �/ ti I �0�� 18 5''C 18 AW �� 11/16 1-va ©I, ' 6 4 i �I I I - framing (BERM) L.L = x ¢ I '�' I I I I CMSTCI6-c 21 _ Lt elm ss+ 1 J_I J-1 o Ste, 6}�Q S501 Z osr elm 6+s+ 3 6}� ^t,s"°� II qsT s602 S�1 S210 s6o, 2. UL Design #X827 utilized for Tube Steel Members (BERM) Q Q Q Q Z' sift', v 1� p 3 98mils 3 7 iATGL AT GL I 1 I 3. UL Design #Y616 utilized for Tube Steel Members (IFRM) 1- 1 _� eni 2 S8� S601 \S�1 J-2 J-7 S602 +JOISTS J 1 JOISTS J 1 TYP J-1 J-1 J-1 J-1 ®1J ' f - o s/8 TYP Isla yss w 434^\� °yc� 19 yo = - See Thickness Schedule for more information. ' ^ J TYP AT .f® �I W16x31 w/4x NAILER oc r y 2 P J-4 S Z h} I N w 1519 h�h�0 5 0�� 5 1 6Q��V <S601 A 66Q gV� I p NON- I w/4x NAI -III, V h >t 1 a `T 4 Fro/ + DEMISING 4 S502 z II y �59 S605 S601/ j % B-5 EA SIDE OF WALLS I , 100 Next to beam or column denotes General Spray Applied z p� BALCONY - <ss01 sso3 Fireproofing thickness in inches. d �I �I N-- TYP TYPo s+ Os /.'3 s Os m : 18 11 6 \ U `0 y� ',( S501 ^ 111t# .� a1 s X oA m +sA S601 S602 -- ' d I QO �t�-` Qp��.i1 - _ • I S601% S602, I }6 }6✓ " 9 671 _ _ B-2 , U 6 6 Next to beam or column denotes Intumescent 16 6 ii" r TS5\0 �501 B-2 - -- B-5 I ; S601 98 mils�y• ♦ - - 1 - - - - - a I B-7 V .. : 18-71 ._ z' ` ' Fireproofing thickness in mils. • \ i W18 35 NO NAILER \a A a 8-7 •b '1- 8 STOREFRONT GLAZING 4 yih}^ y}h}^\ r y� i 6 y( y( y� yC O( d I yq� ,'y,S�.. ^ o r (BLW),REF ARCH S501 I® yro 44 I yy ®}6Q° 5602 6}6 8 F6 t1 0}6 3� 0F6 d� 6irO y� I m 6Q°0�1, QpO�. 11 O O 2 A.T.O.PLYWOOD(111'-s7ie" 6 .� I iril Denotes column located below this level. 2 2 �� 0� ) �\, SIM 0�' 601 gV �V 9V 0b J-1 6} 6 .,,.. �01,; t •,n .::` TYP ATNON- s5o/ <o' \ 7 - DEMIswG ,l�•-y Next to beam denotes General Spray Applied Fireproofing WALL FRAMING,REF PLAN S502 - ';:.' WALLS 5 01/22/2024 ASI05 5 °+ II I . ,•: ; thickness in inches over bridged metal lath WALL SHEATHING, 04 y}•`\ �!� J_8 J-1 y -: J-1 J-1 4 11/15/2023 ASI 04 REF PLAN O SILL PLATE 8 '`'Ss1 ^�� 9 - py� yy� 4, 3 10/26/2023 ASI 03 CONNECTION REF S/5501 m 5501 6Q •''Q00�3y 69- 2 10/06/2023 ASI02 NI o 6I �.,: ;.: 64 os EDGE NAIL. I'rI 1 08/16/2022 PLAN REVIEW EDGE NAIL. ro . ':•' REF PLAN LOCATE SIMPSON ,33` REF PLAN SIMPSON TTP2 TENSION ONJOISTNEATIE v) r All Columns to receive a REVISION fNSTALLEDONJDISTNEAREST OF HSS COL _ MARK DATE DESCRIPTION J I b '1 ''`;i;; TO END OF HSS BEAM w/(12) I 5/8.0 WELDED THREADED STUD FOR TENSIONI I — 0,I48x21R;INSTALLEDABOVE TIE.INSTALL CENTER OF WELDED STUD II/8" 1 See attached I S/M2 - .;' 1 Gyp Board Wrap By Others, PLYWOOD ��C FROM FACE OF TOP PL TO MATCH TENSION recommendation /g • A3 8 II ,., ,° S601 Issued: 12/15/2021 ice-----� TIE.AT CONTRACTOR'S OPTION USE 5B'0 O 'C ,` 8 © Unless Noted Otherwise FLOOR SHEATHING, LINDAPTER LHBMI6#1 HOLLO-BOLT letter from Isolatek& Iy' m InREF PLAN iD �l m I S502 IIS504 . TYP r WEDSTUD � L �� �V=�I RFI#121SK o 1 Scale. As Indicated REFPLAN - . % DrawnBy: 20071r23 O \ \- - — — y � 1 Lath to be affixed to,I Hss2oxsx12dl I hiBy: 111 IEL=110'-1012") s`s+,yReviewed EQ ----a :_____ 3xNai7on(" 12 U ExposedSidesofallNailersYP wherem s) STOR �OV� S�1 ��s UNO WHER REF E JOISTS ARE ��O'•' (BLW),REF ARCH FRONT ZING 7 �501'] Larger than 211 Thick Copyright 20071 r23 1 PARALLEL TO HSS ...,- I SIM,INSTALL BLKGTs5o1 ' ' , , ., ' ,a 1 PERMIT SET PER 10/S501 t SFRM bridged onto I I s �-i 1�► / 30'-0" t adjacent ledger and J V■ritywithAWNSHIMm 36'-6" 30'-0" 24'-0" I� I•I► ,�1/ I ��\ nailer with metal lath exteriorl.oeatlsst■.m li 0- ►41 _l1/- ' s (r■n•N a exposed Ws(•x■br �17s'-B" ,( ,r , 0 _ • volt*. \ 1 / faDein an e+tenor well)may t» / I fIw \':,�L 11 /�� I ► r omitted. �� P 7: I- fl/' AN cc Moral 1 '- it t w'►I0 it�I� ` OV "' ��_ '� �R I i �► �1V!►r 0� I;��� SECOND FLOOR C) N 101 ♦ 1 I� I I �, (;) HSS BEAM END AT PERP JOIST(;) © © © \ ��w\\� t1 00 0 FRAMING PLAN N ��� N 1"=1'-0" 5NNr � 0 c., SECOND FLOOR FRAMING PLAN 1 4 S102 N 60 50 I 40 I 30 I 20 I 10 I 0 I I 60 I 50 I 40 j 30 I 20 I 10 0 CI (LB)z oI — 0 — S601 TYP UNO ' 1 AOs� QOy $ST AOSr S601 TYP AT NON- b,,6 J-1I J"1 DEMISING WALLS b B-2 - / ti i _ yC \�ti „� / QO 7 N cil. / \175. 7 os, qsT 6+6 pyq ' Al _6 5�8" fr < 9 41 B 3 TYP 6 - \ -—- -—-—-—- - _ 0 .; .:.,,,, :-.;,:„:„.„,-.„,...,„ ,,,,,.,::::,‘_,:.: 4r) ' T O.PLYWOOD(121 10 5/8) r-"'(, I+ 6}6 '` S6 !:',`Ox `'"'_i �y.- - CMST14-b,c NOTES: T T^ 1. lio(XX-X) INDICATES ELEVATION OF STRUCTURAL ITEM NOTED. 2. D X INDICATES SPAN DIRECTION OF DF#2 SOLID T&G DECKING WITH 7/8"T&G WEYERHAUSER EDGE GOLD q CMSTI4-c, 6 - SHEATHING OVERLAY AND 1"GYPCRETE(115 PCF)TOPPING AT CORRIDORS. Qoy ;.: oOssr yq / I 6}6 ---- �1�� ► y DECKING SCHEDULE: b ' A 6 Q00� D-3 3x 85 D-4 4x 8 2 y 6 3. INDICATES STRUCTURAL WALL. ALL WALL STUDS SHALL BE AS NOTED BELOW WITH GYPSUM BOARD p S802 TYP SHEATHING BOTH SIDES.REF 10/S601 FOR TYPICAL WALL FRAMING INFORMATION. REF S201 FOR CP ' STRUCTURAL SHEAR WALL LOCATIONS AND INFORMATION WHERE STRUCTURAL SHEATHING IS ♦ b o �CP � ;:61:.:4-*,<5-, :' S210 e s> 8 REQUIRED. "' l$ S601 LEVEL 2,3&4 EXTERIOR&INTERIOR WALLS: ' TYP 2x6 DFL No 2 OR BETTER @ 16"oc MAX,UNO sT ' - , 4. J-X INDICATES PREMANUFACTURED I-JOISTS,USE HANGER SPECIFIED UNO ON PLAN.REF 9/S600 FOR :' 0 ?.,:. , , .� CMST14-a,c HANGERS OVER PLYWOOD OR GYPSUM SHEATHING. 6 © \ — — 12'-0"MIN 3 JOIST SCHEDULE: 6 QOy� / EA END s+6' ' J-1 11 7/8"TJI 210 @ 24"oc MAX w/SIMPSON ITS2.06111.88 HANGER ,�+ '- ► $sue 401 J-2 11 7/8"TJI 210 @ 16"oc MAX w//SIMPSON ITS2.06/11.88 HANGER J-3 11 7/8"TJI 360 16"oc MAX w/SIMPSON ITS2.37/11.88 HANGER J-4 16"TJI 210 @ 16"oc MAX w/SIMPSON ITS2.06/16 HANGER 8 J-5 11 7/8"TJI 230 @ 12"cc MAX w/SIMPSON MIT3511.88 HANGER(BA4.75H 1.88 @ DBL JOISTS) J-6 9 1/2"TJI 110 @ 24"oc MAX w/SIMPSON ITS1.81/9.5 HANGER __ " S601 ' -. ___ J-7 (2)16"TJI 210 @ 24"oc MAX w/BA4.28/16 HANGER TYPCMST14-c J-8 9 12"TJI 210 @ 16"oc MAX w/SIMPSON ITS206/9.5 HANGER UNO Qogc 5. B-X INDICATES GLUE-LAMINATED BEAM TYPE. BEAMS SHALL BE DF/DF 24F-V4(UNO) -;.00.-• BEAM SCHEDULE: g s i B-1 GL 3 12x1012 — 5601 B-2 GL 3 12x11 7/8b u B-3 GL 5 12x15 B-4 GL 8 3/4x24 — �y� B-5 GL 512x11 7i8 B-6 GL 512x18 .- k B-8 GL 5 12x19 12 9 B-9 GL 5 12x12 B-10 GL 5 12x9 S601 B-11 GL63/4x1312 8 I B-12 GL63/4x15 — ' ''` S601 B-13 GL 5 12x16 12 TYP B-14 GL 6 3/4x18 6. FLOOR SHEATHING SHALL CONSIST OF 7/8"WEYERHAUSER EDGE GOLD OSB SHEATHING,GLUED AND - NAILED WITH 1"GYPCRETE TOPPING(115 PCF)OVER ENTIRE FLOOR,UNO. PROVIDE 2x(FLAT) -� °o N . I BLOCKING AT ALL UNSUPPORTED PANEL EDGES. 5 `r> sis' 7. REF SHEETS S600-S605 FOR TYPICAL WOOD FRAMING DETAILS. 5 8. REF SHEET 5501 FOR TYPICAL STEEL FRAM/NG DETAILS. CID-- CMST14-c 9. CMSTXX-x INDICATES SIMPSON COIL STRAP WITH END LENGTHS PER SCHEDULE BELOW.STRAP SHALL BE CONTINUOUS PER LENGTH SHOWN ON PLAN AND DETAILS. "-x"INDICATES DETAIL REFERENCE BELOW w) A r ' ♦ i WITH ADDITIONAL INFORMATION. 1 S601 TYP AT NON DEMISING AT JOIST BLOCKING,REF DETAIL 15/S601 DEMISING WALLS b. AT BEAM/JOIST,REF DETAIL 14/S601 c. AT DOUBLE TOP PLATE,REF DETAIL 15/S601 , ' d. AT TRUSS,REF DETAIL 2/S604 V;; a. AT TRUSS BLOCKING,REF DETAIL 6/5604 — b COILED STRAP SCHEDULE — STRAP MODEL FASTENERS END LENGTH(IN) �+ a � -2, CMST12 (86)0.148 x 2 12 39 CMST14 (66)0.148x 2 12 30 �+ CMSTCI6 (50)0.148 x 3 1/4 20 .1) to , , , F G 1. REF SIMPSON FOR ADDITIONAL INFORMATION (11 2. USE HALF OF NAILS LISTED EA END OF STRAP `�`� 3. WHERE WOOD SPLITTING IS ANTICIPATED,USE A A";'''y,'; TOTAL NUMBER OF NAILS&USE EVERY OTHER \6 +6 HOLE,ADJUST END LENGTHS ACCORDINGLY. s� sr I I 10. k � ��i 16 PSF MAX DEAD LOAD INDICATES FLOOR AREA` ITH 1"=38 PSF;OF LIVE RLOADW NORMAL-WEIGHT CONCRETE OVERLAYMENT/TOPPING WEIGHING CI \— — - - — — -- '^ — - 1- _ — 5 / I 11. X-X INDICATES SIMPSON HANGER TYPE REQUIRED. ANY PROPOSED SUBSTITUTIONS MUST HAVE CMSTI4-c EQUIVALENT FLOOR LOAD CAPACITY. r 4 HANGER SCHEDULE 4 GL 5 12x13 1/2 HDR BLW MARK SIMPSON HANGER TYPE CAPACITY GL 5 12x13 1/2 HDR BLW. i STEEL CANOPY,REF INSTALL OVER(2)2x6 3 1 HB3.56V11.88 5,395 LBS b I I INSTALL OVER(2)2x6 ARCH&DETAILS TRIMMERS&SIMPSON A35I TOP&L i - TRIMMERS&INSTALL SEND BOTT,EA END /n N A35 TOP&BOTT EA END A 12. COORDINATE NORTH AND SOUTH SHAFT WALL POSTS WITH ELEVATOR SUPPLIER'S SUBMITTAL AND V • ,r. _ I S5033 I 4 I DETAIL 18/S600. POSTS ARE ASSUMED TO BE NOT MORE THAN 24"oc AND MAYBE USED IN LIEU OF 2x6 WALL STUDS AT 16"cc.REF 3/S101 FOR POST LOCATIONS. Z I I 1 yC� (/) AOSr OS ,. . 6}0 0 0 Q}}6�0V 0 ;t 1 -0 MIN — 6 \ — . . - 6 A$00 s ! . — — -- Dartmouth Crossing — 1 TYP(4)PLCS AT RAIL !• ! Z CMST14-a,b B"2 m CMSTI4-a,b1Fr 1 '- 1 • ' / A ' ' ■ Z 4 CONN AT FLOOR(SIM j i � � 0 • - Q° y�� --- - '--�:� � � 18 AT(4)PLCSMID-FLOOR rr+6 6+6 +6 SS+ 6+6 ®�= 0yC n Advanced Fireproofing & Insulation Co. W ♦ v RAIL CONNAB Q o d' , rZ CC �-b CO�0V 6 +a _0� 6 S600 O !y`s+3 00 / 6Q °b y + ;Si- +a$�s� 3 +8A0 ' Qoy s� S� S> +mid s� r i I A} 15 OP 00�� I ^ ■ ■ ■ a �As ° :' _ s� sT. 6 I I I -lE S6�/ 6ix) 7 (078100) A lied Fire Protection & U o 1 m;4:- 24 l� , Q , 10 �/ Applied VA, Os`(>.'.i I J3 CO J-1 J-1 J-1 I J-1 J-1 i�������������� s .y TYP S601 W b >'. a. S601 r • ) ICUmom sss+� I TYP (078123) Intumescent Fire Protection =10TYP as "! 24 3-,m 15 • ••-' 19 1,,, EA woo END m I � �/ 's I ' 3 7 s+s tdo S6� s AT FLOOR S5°1 ;4 �,� s� 9 m 12 J Shop Drawings February 9th 2024 3 A seol D H 5601 J-2 OS i ya J4-DBL TYP �l q�s 2 S600 $d+ 1 I 1 I % pg -': S/M V /y O >• 1 021 Lail I 6 2 S801 I S502 1 s ��„�, ` �, m• I . TYP a _► / Prepared by Brad Hardy, Project Manager 509 924-6709 ,. :4 Ch1ST14-b c� u. • t O ., .� � s 1•. .ems `'� ► x � � "Dos, Os, - Os, 21 v :..; , '. ,.`-.. .,., . .,.•.: .. +6, •:;..:' '-• ,.:' - �,_ +s � -..amp" h P { `- 9 0Q c es A A � - - +�.-,•_, {{ -,•,:�.- O ••TO YWOOD(121'- 05r8) `, `•. Q. : 6} ' 15 � G 0 \ _______ �MSTC,6-�,a={ General Fireproofing Notes ct �. V- 16x6D L#11 ---� •`� O / r, s �_Pg r_: ' ..,.__ —I t:. �� TYP 1. UL Design #X829 utilized for Wide Flange Beams supporting wood U QD ( 4 -,.,-0- % © 3 I I I x :r f _ 0 J-1 Qoy Qoy / j I i " i i �CMSTc16-c 21 `; framing (SFRM) U tY }6 +� / I 6 2. ULD i n #X 27 Q 0 6 , sso, ;. s6o1 es g 8 utlllzed for Tube Steel Members (SFRM) Q W I s2lo ' TYP ' I sloe::, .- Q� I 3. UL Design #Y616 utilized for Tube Steel Members (TERM) — Q J-4 J-2 I J-1 J- J-1 J-1 J-1 J-1 J-1 J-! > J-1 O ' I ° ° See Thickness Schedule for more information. ;4. I j 1 TYP AT } — 8 — I CMST14ba CMSTI4-bI INON- I .: S801 �� Next to beam or column denotes General S ra A lied - ._ �: .• - WALLSING b °z ' Spray pp I I y� y� ^ ¢ !II. _ Fireproofing thickness in inches. Qo Qo wsso, S601• 98 mils Next to beam or column denotes Intumescent ► ► r ► Fireproofing thickness in mils. 2 O QDenotes column located below this level. 2 0 - \—-—-—- L 'ly� y� I ( 8 QO QO v S601 TYP 0 I 6� I I g I. 11 or g S601 I I I 1 1 6 ,. .: . ,.. I TYP AT •N- DEMISIN1. I _ WALLS I J-1 J-1 J-1 I J-1 I - I+ I b 3 11/15/2023 ASI 04 4l�$$s> 6l/°$$s> 1 08/106/2022 PLAN REVI EW S601 - - I I I TYP - — MARK DATE DESCRIPTION n 1 Iro Issued: 12/15/2021 TYP m ' ' I 2 TYP Scale: As indicated S602 I . ? j V Drawn By: 20071r23 9 0 -\ \-- --- - - — — Reviewed EQ Qoos• 8 6Qoy y� By. I Ni-''6Q S80/ ti 6� J l� I V TYP V ,,. ft. Copyright 20071s'23 1:1 I 1 30'_0" 24'-0" 14'-4" 17'-8" 36'_6" 30'-0" 24'-0" ° ° ®e- ��1� '�\ 'i�1R►' �'IJI ' � 1 PERMIT SET 'r f ' �176,_6. T B ID t 1 ° ®m ' 1,'�f l�`jam; �"pr 11'10�° u 411#0 " i �, 2 - ° r i o „ !�O, (� THIRD FLOOR FRAMING rz 1 t 0 �./ M00Ell 0 ID 0 1 �� i 1 or � �+�0� ��.. , PLAN N '44*�` O co l0 THIRD FLOOR FRAMING PLAN 1lir S 1 0 3 60 50 I 40 I 30 I 20 I 10 I0 60 I 50 I 40 I 30 I 20 I 10 0 I 0 o o i 8 �S601 7 v — S601 TYP O - - ------ 1 , , , , , , , UNO „.� I , -a ' il I II ' x 6+6A0 f—QOy� Q05� - ( 117 • gyp_-f6' > �Tj, Y- V� 6}6 61- \S601 SIMTYPATNON- Y�$s+), to- 0 DEMISING WALLS i2 J-1 J-1 'CD o B2 2+� q 7. O 7N /z�s a}6Q6 \ry\} 7 AN �+a I QM11 I N 64 -6 gDP I �°� CI 1 ��° 8EE DETAIL }6s Qi ( 1 B-2 a S a \S601 ill . 5 a ti 11 T.O.PLYWOOD(131 10 .:,.i: . \rI-6,QO S�' ',o �. 5502 ` ,, S805 j ✓a+66Q0 a,, 'y IM, _syF-:eMST14-b,c - ), NOTES: t.4 0V� .:-'. V' j' I 1. (XX'X") INDICATES ELEVATION OF STRUCTURAL ITEM NOTED. III CMST14 c \425. 2. D-X INDICATES SPAN DIRECTION OF DF#2 SOLID T&G DECKING WITH 7/8"T&G WEYERHAUSER EDGE GOLD SHEATHING OVERLAY AND 1"GYPCRETE(115 PCF)TOPPING AT CORRIDORS.5 '>' - ` a}6Q QO)5 -. b 6}6 t1 S601 - DECKINGD- SCHEDULE x HEDULE: D-4 4x 0 B5 B 2 m - 3- , I INDICATES STRUCTURAL WALL. ALL WALL STUDS SHALL BE AS NOTED BELOW WITH GYPSUM BOARD ..,.`: Ir. SHEATHING BOTH S/DES.REF I0/S601 FOR TYPICAL WALL FRAMING INFORMATION. REF 5201 FOR Q05 Q05� , STRUCTURAL SHEAR WALL LOCATIONS AND INFORMATION WHERE STRUCTURAL SHEATHING lS ` � 8 6 6 s' ": REQUIRED. b'0' b�V +6 - ' S210 S601 LEVEL 2,3&4 EXTERIOR&INTERIOR WALLS: S -2, TYP 2x6 DFL No 2 OR BETTER©16"oc MAX UNO CMST14-a,c 4. J-X INDICATES PREMANUFACTURED I-JOISTS.USE HANGER SPECIFIED UNO ON PLAN.REF 9/S600 FOR , , , ';;,? AO� HANGERS OVER PLYWOOD OR GYPSUM SHEATHING. T., 6 CO \— ; LL` = ` 12'-o"MIN A E , 3 JOIST SCHEDULE: 6 Oy I I --- ',"?: : ' EA END +sA 7 J-1 11 7/8"TJl 210 @ 24"oc MAX w/SIMPSON ITS2.06✓I 1.88 HANGER }6Q I ► OcS S601 J-2 11 7/8"TJI 210 @ 16"oc MAX w//SIMPSON ITS2.06/11.88 HANGER —~ a '`'` A J-3 11 7/8"TJI 360 @ 16"oc MAX w/SIMPSON ITS2.37/11.88 HANGER l I s::: J-4 16"TJ1210 @ 16"oc MAX w/SIMPSON/TS2.06/16 HANGER 8 I,: ,- '7-''' - J-5 11 7/8"TJI 230 @ 12"oc MAX w/SIMPSON MIT3511.88 HANGER(BA4"75/11.88 @ DBL JOISTS) J-6 912"TJI110@24"oc MAX w/SIMPSON ITS1.81/9,5HANGER TS601 J-7 (2)16"TJI 210 @ 24"oc MAX w/BA4.28/16 HANGER NO yq ,CMST14-c- J-8 9 12"TJI 210 @ 16"oc MAX w/SIMPSON ITS2.06/9.5 HANGER QO I:.}'.: 5. B-X INDICATES GLUE-LAMINATED BEAM TYPE. BEAMS SHALL BE DF/DF 24F-V4(UNO) I ': _ - BEAM SCHEDULE: 9 �- - ' B-1 GL312x1012 S601 I.:-,' `:-' :. 8-2 GL 3 12x11 7i8 B-3 GL 5 12x15 — o — —. I ;.%.:;.`:`+;',;a' , , ' B-4 GL 8 3/4x24 8-5 GL 5 12x11 7/8 v 9� f'' .r.�'' -:` : Q+6' 8-6 GL 5 12x18 6 I}.-:;'- OO - 8-7 GL 5 12x1012 .. tit' I:,-; :r::; `t'A B-8 GL 5 1/2x19 1/2 - 'I- ' � ' ". -2, ' B-9 GL 5 1/2x12 9 I B-10 GL 5 1/2x9 8-11 GL63/4x1312 B-12 GL63/4x15 8 B-13 GL 5 1/2x16 1/2 S601 TYP B-14 GL 6 3/4x18 I` ' 6. FLOOR SHEATHING SHALL CONSIST OF 7/8"WEYERHAUSER EDGE GOLD OSB SHEATHING,GLUED AND NAILED WITH 1"GYPCRETE TOPPING(115 PCF)OVER ENTIRE FLOOR,UNO. PROVIDE 2x(FLAT) \-Fd 1 -► -Q05� - BLOCKING AT ALL UNSUPPORTED PANEL EDGES. 5 �s 11:::,,,:',.,:::::::. ..," +� 5 a 7- REF SHEETS S600-S605 FOR TYPICAL WOOD FRAMING DETAILS. CI \—_—- - _ _-_ __ _—_—_ _—_ •- —_—_ _-_ - - _ 8. REF SHEET S501 FOR TYPICAL STEEL FRAMING DETAILS. ---I bMST14c` �-------------- 9. CMSTXX-x INDICATES SIMPSON COIL STRAP WITH END LENGTHS PER SCHEDULE BELOW.STRAP SHALL BE I Y::•:.. ` ` - CONTINUOUS PER LENGTH SHOWN ON PLAN AND DETAILS. "-x"INDICATES DETAIL REFERENCE BELOW 1.•:?:: .... .,,_ WITH ADDITIONAL INFORMATION. I-? - r,. a. AT JOIST BLOCKING,REF DETAIL 15/S601 S601 DIMTYPGWALL I b. AT BEAM/JOIST,REF DETAIL 14/S601 DEMISING WALLS I''••':' '.;='- L i c. AT DOUBLE TOP PLATE,REF DETAIL 15/S601 1:',;.. ..c e. AT TRUSS BLOCKING,REF DETAIL AIL 6/S604 -' COILED STRAP SCHEDULE o I ":':`;, " STRAP MODEL FASTENERS END LENGTH(IN) — CMSTI2 (86)0.148x212 39 > CMSTI4 (66)0.148 x 2 12 30 to OH O © CMSTCI6 50 0.OR ADDIT 20 1. REF SIMPSON FOR ADDITIONAL INFORMATION '° : 2. USE HALF OF NAILS LISTED EA END OF STRAP N : '" 3. WHERE WOOD SPLITTING IS ANTICIPATED,USE TOTAL NUMBER OF NAILS&USE EVERY OTHER v+ ' 9� I HOLE,ADJUST END LENGTHS ACCORDINGLY.�' Q/+ 6 ' V/4r II' ID 10I//�///�//i 6 INDICATES FLOOR AREA SF MAX DEAD LOADW l38 OF LIVE LOADWEIOGOPSFCONCRETE OVERLAYMENT/TOPPING WEIGHING CO \ 11. INDICATES SIMPSON HANGER TYPE REQUIRED. ANY PROPOSED SUBSTITUTIONS MUST HAVE 4 CMST14 c XXEQUIVALENT FLOOR LOAD CAPACITY. 4 'E ." HANGER SCHEDULE I'i:`:.''•':':i; ,, ' MARK SIMPSONHANGERTYPE CAPACITY - I'=j' {: 1 �":`"'� II 4-1 HB3.56/11.88 5,395LBS N _ " '_ 'r ' I ' ' I 3 12. COORDINATE NORTH AND SOUTH SHAFT WALL POSTS WITH ELEVATOR SUPPLIER'S SUBMITTAL AND tt DETAIL 18iS600. POSTS ARE ASSUMED TO BE NOT MORE THAN 24"oc AND MAY BE USED IN LIEU OF 2x67 A 'I is',„':'i''{,'" 5( ys+ Q TYP �KI %,......_. ' ' ,K Th WALL STUDS AT 16"oc.REF 3/S101 FOR POST LOCATIONS. i .p ; :.'_,.'c.;: QO QO sA 2 0 1 QO \y� rn- osl I I'''`. : :. . a}6 6}6 O1., Q \S602" ��� I `. � a}6 0 �// 1.- -,j"r`> S602 TYP6 Dartmouth Crossing ci— \ : :::: . = , I , ._.expo 6Q°�� _ — (:;:: ;4 J-1 6+ YP(4)PLCS AT RAIL I /� II /� I I /� II ■ ■ ■ O Z y$ II-A':,;- ;,:; CMST14-a,b - - B-2 - CONNATFLOOR(SIM 3 /,\ �/ \ _ +@/ \ Advanced Fireproofing & Insulation Co ,i 6 16'-0"MIN - — l II AT(4)PLCS MID-FLOOR \N d` I I s+ -I I s II Ted,d' �iS / F+ y� 71r RAILCONNABV) I ! 5 ■r s '� II °o I , II0 0 18AO 6Q 6Q• 6 9tS jS>' S> d d+�� �Q)sA 6+ 6}. �m g S600 O II I I I s 15 a+6 ^ ■ ■ ■ ' ` 11_ C� �� ,6` }6+�\ 0Q06}6Q - IIDBLJ_, S6�I 7 (078100) Applied Fire Protection & V g 21 1 AI IJ_3 �566+ II y1 II /'S601 +a a II J"1 J 1 I J 1 J_1 IIJTYP �80 TYP - - Wj _j\\� e ,HSS.•,•3/,. TYP10 1 \m II 078123 Intumescent Fire Protection = wa AT FLOOR& m a DBL J-1 UNO ( )B 2 <<L m . MI FLOOR 19 \ I EA II II . I '' 11, II/� ��.'y�:-...0 24 4-1 Y�� -► O 3 6+ S501 14 �� EN S600� I I .n II� J 1 J 1 ■3 7 • � Q�" <S6o, �,� 05 S� o ,ti ���� �_ II II 9I II Sho Drawin s Februa 9th 2024 3S� J_2 �+�35..;.::" SIM a+6 00' J 1 DBL 6}6Q 13,E I 6}6Ai Q ,4 6} 6}6�1 2 o z 1 I b z I I A I I I I pg0 .' - _ II II s6o1 z II1 — I Pr are Brad Har Pr ct Man r 50 24-6709, I I6 v . . , . . - , • . �I— o ^ .c d5 5 99B5� � .{ Y g II O 'C O , .; `; ., :.. MST14 ° I- t k OrIIQ 5 Q x Pr. • 1;� v • d • 11 Qa+ � V 6+ T • ': • •. :... �N '•F, � �- •� TOPLYWOOD(131'-10'.SrB")`, ti 6+ �r6 0 � 502 L��©+ IGeneral Fire roofin Notes 6 _�iil Y _ 9 CMSTCI6 c D' O U ('0 \ — _ 1 - esign #X829 utilized for Wide Flange Beams supporting wood V 1 I1 �� �(F r). 1LDIK 16 I 0� j5 II i I I i II ~I cMsrcl60 .t?'}-.. /� i framing (SFRM) 2J;1 }6Q r �Q j IO 0 I 7 4 2, UL Design#X827 utilized for Tube Steel Members (SFRM) UQ I I 6 I I 6 II ,„ .�. �S502 TYP 3, UL Design#Y616 utilized for Tube Steel Members (IFRM) 0 LU_ II II II TYP 11 L�.?,':,:'..' J-4 J-2 II J-1 J- J-1 J-1 J-1 J-1 J-1 1 II II Il II i = See Thickness Schedule for more information, 7.4. I I I I / I I I I 11 ' I I kl'I �,:�`:.: / e 11 11 CMSTI4-./ B_2 /j CMSTI4-b I I I I S601 I I :: : ' ' ;, - S601 [QM Next to beam or column denotes General Spray Applied ,y-// "/ !. I ' ' Fireproofing thickness in inches. ii I I 11 I I SIM T PAT I I,;".".j :; I + I I + I NON- EMISING 0 �' II I I ,� S502 s$ I I 11 WALL I I . 14 `flr- :;` `;..: s I I I I ms s� es s� I I I I II h 1 I I, ,,; "- ;':; ssol 98 mils Next to beam or column denotes Intumescent r 11 II - r II i, II 11 Z I '' ` - �" Fireproofing thickness in mils. 8 \ - 4 T— — —„— — -- - - - 2 6' ;L$ I s+75,$ I I I I I I I II O or fill Denotes column located below this level. 2 S601>TYP sT s.A II II II II co II II I II 0) cc ww II II I 11 cr 14 1 0 0 Cn \ 2x8I I J-1 1 J-1 I J-1 I 12x8 W 5604 Z�o yll II I III 0 I o cz z i 14 > 24" 11 I ICE 24"ocI 3 11/15/2023 ASI 04 b I I I I Q a s604 J 2 10/06/2023 ASI 02 N i , o w m �/ a I I I I I I 601 I II 1 ROOF o 11 SIM TYP ROOF I I 1 08/16/2022 PLAN REVIEW TRUSS AT NON- TRUSS 1 ABV 0 \� I I I BEARING o 1 ABV — MARK DATE DESCRIPTION — I WALLS 5'l a+6 s1 Lo I I I a+6 yr ,,, S601 Issued: 12/15/2021 O' m I I I '' m II I I I I I I 1I Scale: As indicated I ► t Drawn By: 20071 r23 0 -\ \------------ I ----- - - - - -—--- --- - - -----—-—-—-—- --- - - - J 1 t I I I I I I ;I I 9 �q Iy,� Reviewed EQ I I I I a+6Q° OP I0� ' By: , , o, , o, ' �ilili�ll i�►► � 1 ,�J i�• Copyright 20071 r23 I I I I I : o ° ,��� k,a t w 1 PERMIT SET 1 30'-0" I 24'-0" 14'-4" 1 . 17'-6" I 38'-8" 30'-0" 1 24'-0" l I1 Q I 11) l /'' II ii„, •' ;1 1\ .0� T T T T T 0MI U0I. I IQ � 1Ni4 °f ° CI1- 1Q901 176'-5" t l ItI 1i ;; O0r,i11\ i1 ° i ►4i \v��I�ni d mi 1 I ��� ° °-I ,p' 0 FOURTH FLOOR o FRAMING PLAN M a ri 11�r. c,, cal N 0 N ,c FOURTH FLOOR FRAMING PLAN 1 60 1 50 I 40 I 30 1 20 I 10 I 0 I