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Plans FOR STUD SPACING REFERENCE. FLOOR TRACK SPLICES COINCIDE WITH STUD CENTERLINES. Revisions IMPORTANT: WALL PANELS INSERT INTO VERTICAL EXTRUSIONS 3/4" - TYPICAL. No. 1 Dote 2-10-2015 rrY OF TIGARD -x- * beserlp Ion REVISE FLOOR PLAN F +.e FOR CODE COMPLIANCE ** * W * No. Date I * * * . * * bescrlp Ion• . • i I I 1 * No. f Date 9•-0" 2'-6" U 2©A 5 — um,c-7- 7, Dsscripflon p * * No. [Data Allki © m bescrlpfIon C * * . l! Date: * I ' .. .L3 •1/2 x '41/2 x 1/4 © o * EEP * * E o N * to P. zav`o W6x9 (B1) Beam 0 98 1/4 * * �.° I / '"'''''.-', E .9 N ® L3 1/2 x 2 1/2 X 1/4 * * I <�o_ c ■ x 0■/ * * NNm E '� W8x10 (B1) Beam 0 128 1/4 3" no * TYP * i 5 w © Y cn W VI 3 W o * * oo�no� I 0 m izw0�\ zoo #12x1" SM SCREW AROUND ENTIRE 05^—, ® PERIMETER, INTO PLYWOOD BACKED -<,,= O SIDE OF PANEL. (SCREWS MUST 'x`-" �i) DUI PENETRATE INTO PLYWOOD)r W8x10 (61) Beam O 128 1/4 C Cr) 6. 0 NW I in. Y' SHEAR PANEL DETAIL ima w v I p m N G CO w GENERAL NOTES: 4 1. PROJECT LOCATION: FRISKARS OUTDOOR RECREATION (GERBER) CODE BLOCK: W8x10 (B1) Beam 0 128 1/4 14200 SW 72ND AVE. rl� PORTLAND, OR 97224 �.J 1. DESIGN CODES: 2. WALL SYSTEM: STARRSPACE SS3500-DL Z (110 I a. 2014 OSSC / 2012 IBC 3. PANEL COLOR: KHAKI O b. ASCE 7-10 4. EXTRUSION COLOR: KHAKI ~ H C. ALUMINUM DESIGN MANUAL -ADM1 5. SYSTEM HEIGHT: 12' d. AISC 360-10 -14TH EDITION OF AISC-ASD 6. ALUMINUM EXTRUSIONS ARE 6063-T6 ALLOY. 2. UNIFORM LOADING: L3 2 2 1/2 x 1 7. ® - DENOTES SHEAR PANEL LOCATION a. LIVE LOAD (EL. +12'-3 1/8")= 115 PSF T _ 8. SHEAR PANEL CONSISTS OF 1/2" PLYWOOD IN CORE b. DEAD LOAD (EL. +12'-3 1/8")= 10 PSF 1 4b'�='x-x:�= ':'::;•:'; - - —••77. BEHIND THE 1/2" GYPSUM ON THE SIDE OF THE 3. OCCUPANCY CATEGORY = SAME AS ROOM BEING PLACED PANEL THAT THE SCREWS ARE TO BE PLACED. 4. SEISMIC FACTORS: © el O a. IMPORTANCE FACTOR (I) = 1.00 CD b. MAPPED SPECTRAL RESPONSE ACCELERATION I. Ss = 0.972 11'-6" RUCTUR ii.S1 = 0.421 St el( W CD c. SPECTRAL RESPONSE COEFFICIENTS `GD Ob0c ~ ii.DD1S= 0.443 �,`�� fijtI M LS'6, e. SEISMIC DESIGN DCATEGORY = D �\ �N �� 0? a E,_ 2 cep -73D v o o f. BASIC SEISMIC-FORCE-RESISTING SYSTEM = SHEAR PANELS REINFORCED � Q U w • WITH WOOD SHEATHING RATED FOR SHEAR (PANEL STRUCTURAL GRADE 1)g. RESPONSE MODIFICATION FACTORS (R) = 6.5 The seals)and signatures)apply only to the documents to Drawlnp Tltls h. ANALYSIS PROCEDURE = EQUIVALENT LATERAL FORCE ellipmpok•li - which they are affixed,and expressly disclaim any. i. SEISMIC RESPONSE COEFFICIENTS (CS) = 0.1 108 ' CV responsibility for all other plans,specifications,estimates, WALL PANEL LAYOUT O (� reports or other documents or instruments relating to or j. DESIGN SEISMIC BASE SHEAR Ti;40,,,;,,OREGON O \ intended to be used for any part or parts of the architectural Job No.: 40093 i. 1,003 LBS (ASD) or engineering project. It is not the intent of this seal to cover Checked B /^ °,'7Rr" 0 '6 any part of the electrical or mechanical elements of this project. By: • H. 1,433 LBS (LRFD) `? `-"E"1 �\ p J Drawn By: MSR 5. INTERIOR WALL PRESSURES (SECTION 1607.13) d G McGINNIS 1110 Westmark Drive a. BASE SHEAR (PLAN NORTH-SOUTH) = 521 LBS ��� �V` Saint Louis, a. Date' 2/3/2015 b. BASE SHEAR (PLAN EAST-WEST) = 352 LBS &ASSOCIATES 314-835-1224 Scale: N.T.S. 6. ROOF LIVE LOAD/ROOF SNOW LOAD/WIND LOADING/SNOW LOADING = N/A r_ p STRUCTURAL ENGINEERS me i314-8ructural.com Sheet No. 7. SPECIAL INSPECTION: EX, IRES' i .-/ 6-0/b € a. EXPANSION ANCHORS -HILTI ESR-1917 PROFESSIONALLY LICENSED IN ALL 50 STATES b. S A 1 HEAR PANEL SCREW PLACEMENT A A McGINNIS PROJECT No.: 22152 Revisions No. 1 Date 2-10-2015 Descrlp ion REVISE FLOOR PLAN No.l I Date Descrip#Ion No. Date Descrlp Ion No. Date Descrtp Ion o 0 0 oo::a a co) MN IYO Mlo OON mein 0 E o• o:nopo }0� Zvi E rY • z n I a �pm1�L _or: • O _ Eil x`-'v 1 CA x • iiiippipp. W ,,RucTuR1® z ' r-, AIL L�JiG ' +�+ i 1 r • _ ` __, CD .. �41e,..,_,A,0, \ O 1/2' EMT, THIN WALL CONDUIT F...l 0 12' O.C. FLATTEN EACH END & SCREW W/#10 SCREWS rn TUBE LENGTH 110 SCREW INTO DECK. MAXIMUM EXPIRES. Id-l�'i���6 PI-1 e g Coe] SEISMIC GRID ACOUSTICAL CEILING BRACING INSTRUCTIONS e 12 GA SPLAYED TIE WIRE BRACING 1)ALL TIE WIRE BRACING IS TO BE ATTACHED TO THE MAN RUNNER AT A MAXIMUM OF 45 TO AT 12'-0' 0.C. AT AN ANGLE OF THE PLANE OF THE CEILING. Drawin Tltle 45' MAXIMUM 114. The seal(s)and signature(s)apply only to the documents to nog d.:2)ALL BRACING WIRE TO BE TAUT AND TIED BOTH ENDS WITH A MINIMUM OF THREE (3)TURNS. which they. affi xed,and expressly disclaim any. •e . O responsibility for all other plans,specifications,estimates, CEILING GRID LAYOUT reports or other documents or instruments relating to or e © 3) SPLAY WIRES MUST BEGIN WITHIN 12'-0' OF EACH WALL intended to be used for any part or parts of the architectural Job No.: 40093 "sYN R�HN 4) EVERY CROSS 71F AND/OR MAIN RUNNER RUNNING INTO A WALL MUST HAVE AN INDEPENDENT any engineering of the project.tcal or mechanical elements of this project. Checked By: W�p ,� 12 GA. WIRE WITHIN B'OF THAT WALL /` Drawn "NERR � 5) LIGHNNGFF FIXTURES REQUIRE (2) 12 GA. SPLAY WIRES CONNECTED FROM THE FIXTURE HOUSING McGINNIS Sai10Weis,MO Drive 31 Date: 2/3/2015 6) THE INSTRUCTIONS ABOVE CONFORM TO ASTM E-580 STANDARDS. &ASSOCIATES 314-835-1224 Scale: N.T.S. CROSS TEE WIN RUNNER 7) INDEPENDENT CEILINGS OFF 144 sq. ft. OR LESS, DO NOT REQUIRE SEISMIC BRACING CONNECTIONS STRUCTURAL ENGINEERS mcginnisstructural.com Sheet No. WHEN PERIMETER WALLS ARE CONNECTED TO STRUCTURE ABOVE. PROFESSIONALLY LICENSED IN ALL 50 STATES A2 McGINNIS PROJECT No.: 22152 Revisions THIS DRAWING IS FOR 1 1 /2" DIA. SCH 40 ( 1 .90 O.D.) HANDRAIL No. 1pflone 2-10-2015 REVISE FLOOR PLAN No. Dote bescrip ion 9•-0" No Data L Descrlp Ion 18" 1 36" _ 36" 18" N No. Date 24" bescrlp Ion .- N B B .- - ■ 444 LfJ L` N E s \ o L___J O=] Oo o O M M N 01 w a I �4O � l oo In - pi,N , , M E E 130 H a U U)1 O o._ E `o TEE FITTING vi ao Cr)rn >x M s xIn �• —I— V-W��n _ a ;•. 01.90 SCH 40 GALV CROSS 01.90 SCH 40 GALV =N,^e L STEEL TUBE - TYP. FITTING STEEL TUBE - TYP. 0 g,..,, �^ °>*v 10. MMM ■� .2 CD ^X M ALUM. PIPE CROSS r^ sx N FITTING FITTING - v ) o on moms... I A A 4• 3/4" SUBFLOOR 6x6x1/2 STL 3x4 ANGLE BASE PLATE KICKPLATE `O y1 1 l/2" DECK T� EL 1 1� ni11111 . ,,'ir.� :•1 I .._J ��jj W 6x6x1/4 STL 1 1/2" WOOD SHIM �,�RUCTURgC �-1 W AS BACK-UP PLATE 4x NECESSARY Gt��O P�VP "U 03/8" BOLTS C �L`` trv7^ACss SECTION A-A SECTION B-B ��., �,iC���'�'� y' .�0�� O A -3r-•- + Q I F I " 70 3/16" (SA ri'62 ' a.,OrGt�t1 99 c)O 34 1/16" f,� GATE LATCH ELL FITTING r` 22" 76" - 18" 22" N /� y ��% , , , , , , _ SAFETY STOP GUSSET, �- c/] (WELDED TO GATE. CROSS , J(2"x8"x1/4" STL. PLATE) EXPIRES: �/3/ b-0/4, a+ 5 FITTING-NE 2 1/16" 1"--y -WELDED Q E i— LJ i `e 01.90 SCH 40 GALV o 0 w STEEL TUBE — TYP. The seal(s)and signature(s)apply only to the documents to Drawing Thee — 0 which they are affixed,and expressly disclaim any. M responsibility for all other plans,specifications,estimates, HANDRAIL LAYOUT 1O E - 2 x 1/4" STL PLT reports or other documents or instruments relating to or \ 12 1/2" WELDED TO FAR $IDE intended to be used for any part or parts of the architectural Job No.: 40093 -...""-GATE HINGE PAIR or engineering project. it is not the intent of this seal to cover Checked By: co d y . " any pan of the electrical or mechanical elements of this project. ' Drawn By: MSR McGINNIS 1110 Westmark Drive POST ASSEMBLY 1 Saint Louis,=63131 Date: 2/3/2015 & ASSOCIATES 314-835-1224 Scale: N.T.S. STRUCTURAL ENGINEERS mcginnisstructural.com Sheet No. 72" - PROFESSIONALLY LICENSED IN ALL 50 STATES 1-1R1 VIEW C C McGINNIS PROJECT No.: 22152 /0\ Revisions —,....:-:-..7.'Z.::";:.;;; ;,!•■•i P,Ili:":.—1/2'VINYL. —,.,'. ..r..:F,;:a..7..,,fr.:„^Ip%••.;...L.;;::—1/2.VINYL No. I Dote :::::::::::::::::::::::::: bescrip on •:•:•:•:•:•:::::•:•::::::: ::::::::::::.:40:44.:—POLYSTYRENE iiiiliiiiiiiiiiiiiiiiiiii COVERED GYP •,4,•.•••••4••••••:•••1 r.) :11::444::::::: CORE In :.44::::::::::::::::::::: —POLYSTYRENE No. I Date - :444Weldsmstge, 444444444:444. CORE —1/2" PLYWOOD 44.:4444410444.: DeSCrip iOn :!:!:!:!.:4t,led:■gt:t:ell .. :1.A.Z.'4.?... 2- 41/2f!■.'N:—1/2'VINYL :; ±z ;, • . —1/2 VINYL • COVERED GYP COVERED GM No. ate Description TYPICAL STARRCO REINFORCED "DL" PANEL TYPICAL STARRCO "DV PANEL No.I i Date _ bescrip ion 4 ve 4 1/2' WALL PANEL OW)1 — • : •.*. . . . t* I ; , ...!4;1! 4444rero , / nIttf iii•ler•• 8 •;....•.3.: t' k. t,...." . ...fa: . 0 g il. : :1.- .7..••••••• * co L • :6 ":=:'' ==/ PgAC 0 n 0, Eli ' \\\\// M-n■ illni, ::::" ,..,•— •••••■0 2glig Mill' ._ts1 ,.. * I it••••••■ „. :IOWA Mt' 8w:n to 0- (...) ,.1,1•°.. ' 0 pi4 re 8.. ,? #10-3/4 TEK co= , 3/4" PANEL 0 0 E 8 1 . 3/4' PANEL I I t 24- O.C. cry?)ENGAGEMENT _1 Dznoppcirin.a. - ENGAGEMENT Lf)-E L Me) - 12 O.C. FOR V:444:4:4114:•:• " (TYP) D LA 1 0 LOAD-BEARING .:4Pa 4444444:,,r!" 2 5 /WIRE STUD COVER APPUCATONS 1.005•0•11000•4•:.,..• 3 — (iyp) .„ cri ■')0 x \\-ookil PANEL CTII9 0 In.1•-... SS3500 WIRE STUD CORNER PO7,7 < ow h. a crx I I .r.. 1`22u) , 3 3/6• STUD HALVES 1 1/2' in BACK-TD-BACK MT) E 8 icj'-- .../Ak,_ ....4 . zommtEll■■11111111■ ,o'.: .-',=,M,.:: . \W/UP '.• ■ 0kot ,'iliiiiii.:::: :: :',M.1,' Llf 1IRMF'. 01 • „._ =11■1■11I■ 114.C11, '''' '''' IffiCS is, SiAlig*Pii, n 18 (B11 .i.' :4:4:4:4:40:•:, #10-3/4 TEK LIP CitItIG _ ::•:•:::::::*le: SS3000 WIRE STUD ASSEMBLY ' lir144:: *: -4 ' (OEVATTON VIEVC ROM DR) ,...--, cze4 1 RUCTURm ..e.......0......... -, 1. PRE-DRILL 117/32.HOLES IN ONE STUD HALF. W c.2) ' ,14, , EXTRUSION DRILL FROM OUTSIDE STUD HALF TOWARDS CAVITY TO 4 acl c:4 ‘:,, i) P R ace ,.- SELF-ADHESNE CORNER CAP CORNER CAP TRIMS P!,..!:::::::::::::.;..A,- AVOID BURRS BETWEEN HALVES. THIS WILL HELP REDUCE MISAUGNMENT DUFONG ASSEMBLY. -T- .\CC ' 1Y ' (L1"0"x 3 1/4') MITERED CORNERS 2. CARE SHOULD BE TAKEN TO ENSURE HALVES ARE GIN NEk. (.9,, ZWALL PANEL (TYP) ALIGNED PROPERLY WRH TABS ON OPPOSITE SIDE& C) 6''' ().4. ' 3. INSTALL FULL LENGTH STUD OUTER COVER PLATE BEFORE NSTALUNG STUD INTO FLOOR TRACK. ke ..- CORNER CAP DETAIL CEILING TRACK WITH LIP 4 (t. . _ ____ c) --7-3pt COUNG t,h b1/4.$ A.—' 1 1/2'220A STEEL WALL PANEL r MT) r TRACK B22-1.5 STEEL / // CORR. ROOF DECK cl _ ‘ gii ./ v DECK C vEancx._ -M.4:444.:::::,t41 '° '<z) ,,.::.•.:.:,...:::...,..„ EXTRUSION •■•:::::::::4:4:F-IA C-----4:=(!::AL) . . r ".1%. !! 8 _\ .3, ,14••••:0 rk. --.,..../..,:-......,...c...a.......,ca.\ H R E 1\1 ‘° ... ... ... •. ,:::. *::::::. , , .,............... ;• . 4444441 1,...., •.•........... CZ) SUSPENDED FLOOR . lii:....... TRACK JJ0004:444•4 ' -÷ ACOUSTCAL '.04•••••••0 •••••• GRID COUNG1 \ i .s7.14.44,144.: • - FASTENER o-4 EXPIRES' /A-13 I 14-°1 4 we -- - SUITABLE FOR . ..assionommakesmomakt44 FLOOR CONDITION W .:•' \_COUNG WALL ANGLE 3 3/6. – AT ENDS AND 0 3' O.C. (BY OTHERS) E l■—■ L , • PLENUM SECTION FLOOR TRACK '''--NOLL PANEL TD 0 0 0 ___ The scull N t and signature(s)apply only to the documeras to Drawing Title rwon,.0,,mv lot all other plans.sriNdlicattons.en:mates, \ATTACH 0 SIDE WALLS W/#12 TEK SCREWS 16" O.C. reports or other documents or mot-um:no relaung to or STANDARD WALL DETAILS i 1/2' 22GA STEEL \13. DECK +/----\—l—---;- SIDE LAP FASTENERS SHALL BE #10 OR GREATER FASTENERS 18' 0.C. —— Wended to be used for any pan nr funs°Ida urchaeourel or eripmenng protect It ts not the Int.of dm seal to cover any pan of the electneal or mechantcal elements of this project &ASSOCIATES Stunt Louts.MO 63131 3144351224 STRUCTURAL ENOINEERS mcgtorusstructuraLcan 1110. --4401"" 441IFI' - AP- I% 1400 400' 4,1 0 Hr-- • /FLOOR TRACK Job No.: Checked By: 40093 Drown By: a marshal PROFESSIONALLY LICENSED IN ALL 50 STATES 111144! / Date: 02/23/2015 mcniwwis PROJECT No.:22152 4.ir, GENERAL NOTES: IlilliZ11144 ii II Scale: N.T.S. 1. ALUMINUM EXTRUSIONS ARE 6063–T6 ALLOY. )—EXITING FLOOR Sheet No. NOTE .. DECK SHALL BE SECURED 2. LAMINATED PANELS ARE 3 THICK. ACTUAL PANEL FOR LOAD BEARING CONDITIONS OR STEEL TO SUPPORTS IN 36/3 PATTERN DESCRIPTION SHOWN ON WALL PANEL LAYOUT DRAWING. DECK SUPPORT, DETNL SHEETS. REFER TO ADDITIONAL SHOWN.SHOOK UMNG 012 x 1 1/4 TEK SCREWS 3. rmicAL PANEL ENGAGEMENT INTO VERTICAL EXTRUSIONS 4 PP sID1 ROOF DECK CONNECTION DETAIL 4. DETAILS SHOWN ARE TYPICAL ACTUAL PROJECT DETAILS WALL SECTION - TYPICAL WAY VARY REFER TO INCLUDED SHEETS. Revisions No.I Date •• ••• ' Descrip ion 111' ll'i ••••••••• No. IDate HILTI KWIK BOLT TZ-1/2"6 �•••••••. FIELD NOTCH PANEL Descrip ion EMB. 3 1/4' nir FOR ANGLE CLEARANCE No. Date • 1 5/8' x 3" x 3/8" STEEL Descrip ion ANGLE x 1 7/8" LONG 1/2' TYP. (SEE DETAIL BELOW) No. Date escrp on lo I [Nss- wq r .."'.■.s.1 . ..,.., .,. , _ _ _ _ , o .�/16' HOLE " 1=-=1 ►.❖.•. !itiltlII O o to E an 3/8' TYP 1/4" 1/4" N . . % 0,9�n`o mm J_O m O \ SS3500 WIRE STUD—/.// / POST m- o CORNER POS, o __ • (4) #12 x 1 1/4" mN I E o TEK SCREWS, TYP. Z w n 3 > 11N ; c6 CO\ STUD ANCHOR FOR STUDS AT �_^u e1/4" HOLE TM 4 PL EACH END OF SHEAR WALLS os^^t N= SD2 AS SHOWN ON SHEET Al o vE, 1 5/8" 1 7/8' CO°0 t_ CEILING TRACK ANCHOR ANGLE DETAIL BUTT JOINT CEILING TRACK WRH LIP ROOF DECK CUT FROM 3 x 3 x 3/8 STL ANG W z II1tUCTUi . I i ��EUPROS: 0'LT/ ANCHOR SUMMARY �c� .AGINE�� /� 1,. c_qc::c:' PART # QTY DESCRIPTION LENGTH I ® I I ® I 1 \__ t �� , 5250232 8 3/8" SEISMIC HOLD DOWN CLIP ' K" 72273PE � Al 4,17(In[C 0 Al /n^ Cv. .....I/�\I OMIT ... ..I IT O. II\ ..... A 1 /7^ �',8 ,.. �... ..,..,,,, ., i _ O #12 TEK SCREW - TYP I'." AO • I. EACH SIDE OF BUTT JOINT #12 TEK SCREW TYP OF INSIDE „..1 ;�� Np & OUTSIDE OF WALL dQ' (4 TOTAL PER STUD) ��� �� r,,y� • . Etc C.)\ �..� �, �'�RRE? ^` a EXPIRES: /°L 43/ /�"E o E i w Drawing Title The seal(s)and signature(s)apply only to the documents to which they are affixed,and expressly disclaim any. SPECIAL CONNECTION DETAIL responsibility for all other plans,specifications,estimates, reports or other documents or instruments relating to or Job No.: 40093 intended to be used for any part or parts of the architectural or engineering project. It is not the intent of this seal to cover Checked By: any part of the electrical or mechanical elements of this project. Drawn By: anarshal McGINNIS 1 110 Westmark Drive Date: 02/23/2015 Saint Louis,MO 63131 Ark CEILING TRACK BUTT &ASSOCIATES 314-835-1224 Scale: N.T.S, Sheet No. JOINT CONNECTION STRUCTURAL ENGINEERS mcginnisstructural.com SD2 DETAIL PROFESSIONALLY LICENSED IN ALL 50 STATES SD2 /� McGINNIS PROJECT No.: 22152 /0\ Revisions STD. ALUM FLASHING FASTEN DECK SIDES 18" O.C. 1/2"x/2"x 2 1/4" x .060 w/#6x 1 1/4" BUGLE HEAD SCREWS No. I Date A /-3/4" O.S.B. Description 22 GA. x 1 1/2" CORR. No. Date STEEL ROOF DECK bescrip ion ////////////////r///////////////////I ////////////////////////////////// /I No. (Date ' --,_W-W w__■w 'Description IF ...� •••• No I Date ►��•�•�•i FASTEN DECK ENDS 18" O.0 ������� Description 3/4" WOOD SHIMS •4••�•••4 w/#12x1 1/4" TEK-5's. .•••• •BETWEEN BEAMS ►i i i‘i' ✓\ ••i�i••t►•••1 i••• ••••••�i 1: :■•iSt E o •••••A •�•••••. o SEE DETAIL FOR ►•�•�•• NOTE: �������� o ANGLE CONNECTION Oi i•i•i ALL BEAMS TO BE CENTERED •�•••�• °'nO ►•••••••i •••••••. ¢n N m ►�•st0 OVER WIRE STUDS. •••••••• U a p •••♦ ••••• i o WALL SYSTEM ►•�••���� ��•�•�•� °m n o` 111,41••4 �••••••� up .. E J_O O p4 gDo_ u ccDm•o 0 env°,1 Et W7; 1 1/2" BEAM LENGTH 1 1/2" — s L>•"' ct in nul In rx 2 I i a 1 SUPPORT BEAM DETAIL �z�,r SD3 N V1 W6 x 9 STEEL BEAM BEAM LENGTH QTY. MK. 98 1/4" 1 B1 FASTEN BEAM END ANGLE 4 wq _F WITH (2) #12x2" TEK SCREWS W8 x 10 STEEL BEAM C� CT4 1/2" WOOD SHIM BEAM LENGTH QTY. MK. 4 V. . '��� 128 1 /4 3 B2 Q •• . ••••. .• •••••• ►00iiii0i I ••••••••. TYP. BOTH SIDES OF WEB ►•••••••• 3/16" 5" ........ ••••••••. ►........ /' 2 1/2" x 3 1/2" x 1/4"• ��i4iii i i i� ►•'•••'••:.:.:4.' % STEEL ANGLE C FIELD SCREW SUMMARY ••••�••••••••••� 4" x 6" x 3/4" ANGLE x 6" LONG •••••••• / ►•••••••. ........ PART # ........, QTY DESCRIPTION LENGTH o ►• •••••• ••• ►•••••••i••iii I'•••'•'••••••••� :•::❖:❖:❖: .{R 11 C T(J Rq S12009 3 16 #12-24 TEK 5 2" Q �•••••••••••.. D •.❖.❖.iii• ✓ ^ P r.0 h�l ►•••••••♦ 3/16" 5'. ...•..... E0 O C J" VeistMAN1•••••••••••♦•♦♦ 5" 2 PARALLEL WALL DETAIL ��� ����l��F9 s�o, ►..... • 72273P • ....... ►•••••••• S D 3.) OF ALL WALLS. DR. & IN7.. 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