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14-101548 (2) N o Y • Sign aty of Community&Ern D@l v SeNI Permit #: 14-101 541)-00-SG �35-2 07 ax 53)8' Inspection Request Line: 25 Ph:(253)835-2807 Fax(253)835-2809 I� q ( 3)835-3050 Project Name: DICK'S SPORTING GOODS Project Address: 1801 S COMMONS Parcel Number 762240 0010 Project Description: Install(2)internally illuminated channel letter wall mounted sign.To attach to J boa • Owner Aooiicant Contractor STEADFAST COMMONS II LLC NATIONAL SIGN CORPORATION NATIONAL SIGN CORPORATION 18100 VON KARMAN SUITE 500 1255 WESTLAKE AVE N NATIOSC031M3(7/23/15) IRVINE CA 92612 SEATTLE WA 98109-3531 1255 WESTLAKE AVE N SEATTLE WA 98109-3531 Wait Sign Infonnadan' Reg.# Sign Type Illuminated #Sign Sign Face Sign Face Building Faces Width(Ft) Height(Ft) Elevation Sign A na Channel Letters Yes 1 28.25 9.70 North Sign B na Channel Letters o' Yes 1 18.00 9.00 South Additional Permit Information Comprehensive Plan Designation. City Center Core Zoning Designation. CC-C PERMIT EXPIRES Tuesday, December 16, 2014 P 't ed on Thursday,June 19, 2014 I hereby certify that the above inf s correct and that the construction on the above described property and the occupancy and the use will i rdance with the Taws, rules and regulations of the State of Washington and the City of Federal Way. / Owner or agent Date: [7''�/-f y FINALE' { ' THIS'CARD IS TO REMAIN ON-SITE Federal WayConstruction CCTI RE IXSTS t25 835-3050 d Q ( � PERMIT#: 14-101548-00-SG Address: 1801 S COMMONS Project: STEADFAST COMMONS II LLC FEDERAL WAY,WA 98003 Scheduled inspections may be failed if this card is not on-site. p0 NOT LOSE THIS CARD, Inspections are listed as close to sequential order as possible(read left to right,top to bottom). Please schedule inspections as appropriate. Work must not be covered until it is approved. Check with your inspector if you are unsure about any of the inspections or the inspection sequence. On-going inspections are logged on the back of this card. El Final-Electrical(4055) ElFinal-Sign(4085) 0Attachment(4010) Approved Approved Approved k.' B Date I 0_I I` ( By Date `. / By Date ,V � U. • El Rough Electrical Final Electrical Right of Way Approved Approved Approved By Date By Date By Date I).k I: INSI1 ( I OR .k .k\I) IN PI INSP1 (:"I'IU:ti 41114 I Pa-1, _ ATtku*wwx tens-qH Stow <,4..A. h,r I • • Page 1 of 2 - -- - 10815 RANCHO BERNARDO RD.,SUITE 260,SAN DIEGO,CA 92127 PROJECTMANAGER@SULLAWAYENG.COM ENGINEERING PHONE:1-858-312-5150 FAX:1-858-777-3534 PROJECT: DICK'S SPORTING GOODS#1036-1928 S.COMMONS,FEDERAL WAY,WA DATE: 10-13-2014 PROJECT#: 6809 ENGINEER: JS CLIENT: IMAGEONE INDUSTRIES,INC. PAGES: 18'-0" • • ANCHOR LOCATIONS 2 01 ELEVATION , , /a 6,r;iiir.*, 71 . EXISTING FULLY �£ •'' • .t • o� 7� ° GROUTED CMU WALL I �'rs70NAL�G Yz"0 HILTI KB3 ° (OR EQUIVALENT i 13 2014 II WEDGE ANCHOR) • 3 Yz"EMBED MIN. INTO CMU WALL �re (5)TOP&BOTTOM (1)PER SIDE GENERAL NOTES (12)TOTAL MIN. 1. DESIGN CODE:IBC 2012 " 2. DESIGN LOADS:ASCE 7-10 O TYPICAL CONNECTION 3. WIND VELOCITY 110 MPH EXPOSURE C 4. ALUMINUM ELEMENTS 6061-T6 5. WEDGE ANCHORS PER ICC ESR 1385 OR EQUIVALENT 6. PROVIDE PROTECTION AGAINST DISSIMILAR METALS 7. ALL EXISTING ELEMENTS TO BE VERIFIED IN FIELD. • Page 2 of 2 ----10815 R� ii cho eMatdo R SIS,-tA 92127 ftMAWR( projectmanager®sullawayeng.com ENGINEERING PROJECT: DSG#1036 DATE: 10/10/2014 PROJ. NO.: 6809 ENGINEER: JS CLIENT: Capital City Awning building code; IBC 2012 units;pounds,feet unless noted otherwise Applied Wind Loads; from ASCE 7-10 Pnet=X Kzt I Pnet3o (ASCE 30.5-1) X= 1.40 (ASCE Fig.28.6-1) Kam= 1.0 (unless unusual landscape) 1= 1 for structural category II V= 110 mph Exposure= c Area= 162.0 ft2 max.height= 34.0 max Pnet3o= 18.13 psf pfet= 25.38 min Pneao= -21.90 psf p„at= -30.67 Pnet= 10 Check 1/2"HILT! KB3 anchors into CMU Wall-3 1/2"embed min.-(12)total min. Signage Weight= 900 lbs factored weight= 1080 lbs Wind Load= 2981 lbs facotred wind= 4968 lbs Tu,anchor= 298 lbs Ta„= 724 lbs per ICC ESR 1385 OK Vu,anohor= 180 lbs Va,i= 840 lbs per ICC ESR 1385 OK Combined Shear and Tensions: (Vu.anchorNao)+(Tu,anchar'al1)= 0.63 5 1.0 OK Use(12)min.for attachment,(5)top&bottom,(1)per side 4. r� 14 [ 0 1g45 as CITY OF SIGN PERMIT ID_ ----- APPLICATION - / 714 CITY • , . ■ PROPERTY INFORMATION Q SITE ADDRESS I (JOT S• Ed�010w/5 SUITE/UNIT# ASSESSOR'S TAX/PARCEL# 7 h Z z T D - © 0 I O ZONING DESIGNATION • PROJECT INFORMATION TYPE OF PROJECT(Check all that apply)::NEW ❑ALTERATION ❑REFACE 0 EXEMPT )ELECTRICAL(To attach to existing J-box-include on this permit) ❑ ELECTRICAL(New/altered circuit&J-box added-separate permit is required)NUMBER OF SIGNS APPLIED FOR WITH THIS APPLICATION:L Wall Mounted: `/n � Freestanding: TOTAL ESTIMATED PROJECT COST:$ l C/ 2 o D•d 0 DETAILED PROJECT DESCRIPTION: //13144 L Z Q ly, C I,✓<t( m( le 6Nwt/"9T£P t.i$( f/441 Dls/)l 15' BUSINESS NAME ON SIGN: 1)I C,\ /$ SI"Gli-tl vc v UoDJ • PEOPLE INFORMATION SIGN OWNER: NAME p i C k (5 S po/I ri,✓(Goa j)5 ( )PRIMARY PHONE - MAILING ADDRESS(STREET ADDRESS:CITY,STATE,ZIP): FAX NUMBER ( ) - CITY OF FEDERAL WAY BUSINESS LICENSE NUMBER: E-MAIL ADDRESS CONTRACTOR: COMPANY NAME APPLICANT NAME OFFICE PHONE Pei*NM, f ICl/ C9/bp. 5Nv'( 240104tIA/ ( 2e6 ) 282 -F711 0 MAILING ADDRESS(STREET ADDRESS:CRY.STATE.ZIP): CELL PHONE 12ff W F 1L 'c 4-Yr s li fit ,Wit 9f/a 9 ( ) - CITY OF FEDERAL WAY BUSINESS LICENSE NUMBER: EXPIRATION DATE: FAX NUMBER ( ) - CONTRACTOR'S REGISTRATION NUMBER: EXPIRATION DATE: E-MAIL ADDRESS of,os c a 3,.4i 3 7-23-/S APPLICANT COMPANY NAME APPLICANT NAME PRIMARY PHONE S-r' ( 7414161P11.id ( ) - MAILING ADDRESS CITY,STATE.ZIP FAX NUMBER tiOrAfitt Sun/ ColA ( ) - RELATIONSHIP TO PROJECT E-MAIL ADDRESS Contractor ❑Tenant ❑ Other PROJECT NAME PRIMARY PHONE E ADDRESS: CONTACT .51w( Z,feriKd(R tt n.1 ( tab ) 3$0 - 2154 s,,net 4filthii.n(rl51 .7 ay. (cm • SIGNATURE I certify under penalty of pe k I, the information furnished by me is true and correct to the best of my knowledge,and further.that I am autho • . 1,e •wner of the above premises to perform the work for which the permit application is made SIGNATURE DATE: -(-0 3-I y COMMUNITY DEVELOPM SERVICES•33325 8Th AVENUE SOUTH•FEDERAL WAY.WA 98003-6325.253-835-2607•FAX:253-835-2609 �1 ---- TYPE Utz SIG;\hSj (indicate number of each) PERMANENT FREE STANDING: MONUMENT PEDESTAL POLE TENANT DIRECTORY OTHER OTHER(Describe) PERMANENT BUILDING MOUNTED: AWNING �.1� CABINET . CHANNEL LETTERS TENANT DIRECTORY OTHER(Describe) - • DETAILED SIGN INFORMATION FREE STANDING SIGNS SIGN TYPE SIGN AREA(SQ.FT.) ILLUMINATED? REFACE? TOTAL HEIGHT BASE HEIGHT(FT) WIDTH x HEIGHT x#OF FACES NO/INT/EXT YES/NO (FT) A x x - B x x = C x x = STREET FRONTAGE(LINEAR FEET): BUILDING MOUNTED SIGNS SIGN TYPE SIGN AREA(SQ.FT.) ILLUMINATED? BUILDING ELEVATION EXPOSED BUILDING FACE WIDTH x HEIGHT x#OF FACES _ NO/INT/EXT (N,S,E,W) (SQ.FT.) A C441141, jol x x =/V.Ce a20- B c F1 q x rS x I = 16 2 i�f�n�� s.ti>ti c, 2 78.50 c x D x x E x x = LARGEST EXPOSED BUILDING FACE(SQUARE FEET): **FOR OFFICE USE ONLY** ZONING DESIGNATION: PROFILE: 0 HIGH 0 MEDIUM 0 LOW 0 FREEWAY BUILDING MOUNTED SIGN(S) FREE STANDING SIGN(S) AREA PERMITTED: AREA PERMITTED: AREA PROPOSED: AREA PROPOSED: LARGEST BUILDING FACADE: STREET FRONTAGE: NUMBER OF SIGNS ALLOWED: NUMBER OF SIGNS ALLOWED: LAND USE APPROVAL BY: DATE: STRUCTURAL APPROVAL BY: DATE: REGISTRATION NUMBER: REGISTRATION NUMBER: REGISTRATION NUMBER: REGISTRATION NUMBER: REGISTRATION NUMBER: REGISTRATION NUMBER: Bulletin#102-January 1,2011 Page 2 of 4 k:/Handouts/Sign Permit Application , INVOICE „ - City of Federal Way erg . �.....__; Invoice Date: April 4,2014 — Federal Way Bill#: 185955 Ph:(253)835-7000 Permit#: 14-101548-00 Project Name: DICK'S SPORTING GOODS Site Address: 1801 S COMMONS Applicant Name:NATIONAL SIGN CORPORATION FEE DESCRIPTION AMOUNT AUTOMATION FEE - BLDG (8068) $20.00 001-0000-074-345-89-001 SIGN PLAN CHECK (8019) $276.90 001-0000-074-345-83-001 TOTAL DUE: $296.90 t t • t ' + OF COMMUNITY DEVELOPMENT SERVICES � ■udi -v. — \Pr" MY CITY OF 253-835-2607;Fax 253-835-2609 Federal Way MAY 19 2014 www.cityoffederalway.com CITY OF FEDERAL WAY CDS RESUBMITTAL INFORMATION This completed form MUST accompany all resubmittals. "Please note: Additional or revised plans or documents loran active project wil/not be accepted unless accompanied by this completed form.Mailedresubvnittals that do not include this/brm or that do not contain the correct number of copies wi//be returned or discarded. You are encouraged to submit all items in person and to contact the Permit Counter prior to submitting if you are not sure about the number of copies required. ** ANY CHANGES TO DRAWINGS MUST BECLOUDED- Project Number. - 0 r I (1 , 4 - o 0 - 5 b Project Name: DI c r f3g,t1i,J( C,o Op f Project Address: (*O1 5.Nig (rmeto45 Project Contact: SSWq Zfilviellatiti Phone: I'6 UZ'0/00 RESUBMITTED ITEMS: #of Copies" NNW Desaipdon of Item Pei)i I detAl m S, ek7,6 I h C'6rib9 **Always submit the same number of copies as required for your Initial application.** Resubmittal Requested by: SOY/ $?Aa 4L. Letter Dated: q / (Staff MatIbet) RESIA9 DIsbibullon Dater woraikartirwain -i t/Div Name # • == � M ►:/ Buildin' - -611111 (/// INIZZETIIM DPW ■ Fire II Other Bulletin#129—January 1,2011 Page 1 of 1 k:Wandouts\Resubmittal Infonnation . , , . . , . FII... E Page 1 of 21 " 10815 RANCHO BERNARDO ROAD ___AILLAIBM_ _ _ -_- -- ----.__.. _ - —_ SUITE 260,SAN OIEGO,CA92127 PROJECTMANAGER@SULLAWAYENG.COM ENGINEERING PHONE:1-858-312-5150 FAX:1-858-777-3534 PROJECT: DICK'S SPORTING GOODS#1036-1928 S.COMMONS,FEDERAL WAY,WA DATE: 5-7-2014 PROJECT#: 5544A ENGINEER: JS CLIENT: IMAGEONE PAGES: NOTE:OVERALL DIMENSIONS SHOWN HERE. PLEASE REFER TO IMAGONE DRAWINGS FOR MORE INFO&DETAIL. ' 48'-10" t 4 0 ,i 73 p rn -4 N 4* in . $o 0 st � nao ,o7stea N 'N^ N 7D °I O co-is � 3 o z O N 0 2 0 0 0 Q N J FRONT ELEVATION GENERAL NOTES (j "4 1. DESIGN CODE:IBC 2012 �� 2. DESIGN LOADS:ASCE 7-10 µ r � al3. WIND VELOCITY 110 MPH EXPOSURE C '�` .,•'Ir _O-,y 4. CONCRETE 2500 PSI MIN. 5. ALUMINUM ELEMENTS 6061-T6 6. TUBE STEEL ASTM A500 GR.B 46 KSI MAY I r: "4A4-+B M 1TTE D 7. PLATE STEEL ASTM A36 8. HIGH STRENGHT BOLT STEEL ASTM A325(WHERE SPECIFIED) 9. BOLT STEEL ASTM A307 OTHERWISE MAY 19 2014 10. ANGLE STEEL ASTM A36 11.., HILTI KB-TZ CONCRETE ANCHORS PER ICC ESR 1917 CITY OF FEDERAL WAY 12. PROVIDE PROTECTION AGAINST DISSIMILAR METALS CDS Page 2 of 21 10815 Rancho Bemardo RD.,SD,CA 92127 —PS 11 A I AY— —_ — -------- coat-- — �i�7 ENGINEERING PROJECT: DSG#1036 DATE: 5/7/2014 PROJ. NO.: 5544A ENGINEER: JS CLIENT: Imageone building code; IBC 2012 units;pounds,feet unless noted otherwise Applied Wind Loads; from ASCE 7-10 p„et=X Kit I pfet30 (ASCE 30.5-1) X= 1.49 (ASCE Fig.28.6-1) 1/4 Kit= 1.0 (unless unusual landscape) 1= 1 for structural category II V= 110 mph Exposure= c 1/4 Area= 1011 ft2 max. height= 42.0 max per= 16.19 psf Pfet= 24.12 min pfetze -18.12 psf Pnret= -27.00 Pnet= 10 4= 0.9 Check 1/2"Hilti KBTZ anchors securing base go existing footing,(2)per leg,3 5/8"embed min. V per anchor sgrt(367^2+ 14^2)=367 lbs per RISA Reprt node N396A Vu= 1.6(367 Ibs)=587 lbs V capacity= 3572 lbs per attached Hilti Report OK Check 7/8"A325 thru bolts securing top cabinet to existing matchplates use(2)bolts per conneciton,(4)connections total V per anchor= sgrt(11.4^2+5.2^2)/2 bolts=6.26 k per RISA Reprt node N416A V capacity= .5(48 ksi)(.601 inA2)= 14.4 k OK . . . . . , , . Page 3 of 21 • .Y - X z x TUBE FRAME BOLTED TO 12X4 FRAMING j �► 2"X2"X1/8" STL. 0 0 0 ANGLE BRACING I 1 -I3"X3"x3/16" SQ. • kih, IHSS BRACING • 12X4X1/4" RECT. t � HSS FRAME .:r 6. 4. k I14N 1 � iqI ,„„" I 41% .00Of 4% kiiiiii , "I12"X2"X1/8"AL. � ANGLE I` HORIZONTALS II � , . 1"X2"X.063"AL. 1"X2"x1/8" STL. 'Ail TUBE FRAME TUBE LEG BOLTED TO 12X4 " FRAMING '01 FRAME 'ii 2"X2"X 1/4"AL II1 ANGLE FOR 'I'. CONNECTIONS @ III TOP & BOTTOM 41U OF LEG '' .. Solution:Envelope • , 1 Page4of21 ' Y X Z (2) 7/8"A325 BOLTS FOR IEACH BOLTED CONNECTION TO MATCH PLATES r ,� . 111,1**Ikal 111111%.,,Wilmi,..,,,,„„...._ Aihi,„ i� is! ftliF .."IIIIIIII"Millftr lieemoim,_ k , _I I --, ....!., ... ,....,.... .......,__ _......,4„._ i - , ...,,, ____ *Ili 41141111.1 All/ NI I 6,„, 1%1 if \1Iili HILTI EXPANSION 111 ANCHORS INTO iii„ EXISTING CONC. Ir FOOTING .: Solution:Envelope Page 5 of 21 - Xx Z f,11N gilll !11 - .4 •Ik -2p . -2' ....-.014-io‘No0 ..,„,1 . t,... • 1,-.:77r, AP.11\ki ; ,.7.,. ,.._,.,0,...._ .. _ ._.! AppiootNiimov, -2 . ' .j?•' • j.:!:(ir'4' 7F.0,,110 .41 .,, .,2 i -22ft- ..:-#.0-'i.40474/1 : 1 P 1- § ••, *M :111r11% —Z. b's- AINPAL I ri0 ' 1 I 4%, Al* -4.10141:0 -27ps , ..-. .,ii.'40,,,,1 ; ,- ;441 -4- `-, ,, , -1, •••1., - ,,-. k,.-1-,,,,:a r(- 17i0cf•'- -- ' p, lir... A J '' : -,11p4Ikpli !-.• ,.--hz.po.',* i - 4 -2113f, - 44%Nrif,.,.°40 ,•;• l ' Iiii.,- -27psfl 11%. -271alz;brAr-Akp. I Prl ' ktil -211 1. 444°44V -27psf .;11,%. -_ t'''111•4 -27`p%NL ii,1114Tre.zli, -27psf go* -z I7 2 -- I 1 1 p,_,4 Ai , *it,,Lc:"i;,•,... - '; • i It. locrillm . r*011 - 6 'Ott 4tilk lit '27PS(I -2 p- l'''? Vs -ft. 9 - --.1---" '-7-g.,:, ' kmili la X -27pst 4)(-27psi1%. r--- A -27psf,,, ,d%. lie) , Is -27pst2 0. .. vi \ i till -27pstA7Vil -27pst, -, -. - •:-...„.- LoadsAILC 2,W Solution:Envelope • Page 6 of 21 Aluminum Properties Label E[ksi] G[ksi] Nu Therm(...Density[..Table B.4 kt Ftu[ksi) Fty[ksij Fcy[ksi] Fsu[ksi] Ct 1 3003-H14 , �r,1�0100 3787.5 .33 1.3 .173 Table B... 1 19 16 13 ry12 141 i 2JJ ia�� i L, i; 11a,, __.:� 6' Q ffi' -..,.a�.> , r i":r '''/ re,/r a o ,, :L � s.:a / 3 6063-T5 10100 3787.5 .33 .173 Table B.. . 1 16 16 13 141 .;; :. :: % ®�m ® , � , y � � �i:� ®, '. /ice �. � . .r; ,'� :�, ;�, /,'�,� , �„ 5 5052-H34 10200 3787.5 .33 1.3 .173 Table B...MM 34 26 24 20 141 Hot Rolled Steel Properties Label E[ksi] G[ksi] Nu Therm(\... Density[k/ft^3] Yield[ksiL Ry Fu[ksi] Rt 1 A36 Gr.36 29000 11154 .3 .65 .49 36 1.5 58 1.2 3 A992 29000 11154 .3 .65 .49 50 1.1 65 1.1 5 A500 Gr.46 29000 11154 .3 .65 .49 46 1.4 58 1.3 Aluminum Section Sets Label Shape Type Design List Material Design R... A(in2] lyy[in4j Izz[in4] J[in4] 1 2 X2"X1/4"ANGLE L2X2X0 25 Beam Sin•le Angle 6061-T6 T •ical .944 .342 .342 018 zs Pam:>�^ 3 1"X2"X.063"TUBE RT1X2X.063 Beam Rectangular Tubes 6061-T6 Typical .362 .062 .187 .144 Hot Rolled Steel Section Sets Label Shaoe Type Design List Material Design R... A[in2] lyy[in4L Izz[in4] J[in4] 1 12"X4"X1/4"TUBE HSS12x4x��,,��4�� Beam Tube A500 Gr.46 T •ical 7.1 21 119 59.8 / � a o�d� .�,.,. ,-@�� "fr A 1 i A4 66 % :1461ir' � �' f/ r4_1,/ :1 3 2"X1"X1//8"TUBE HSS2x1 x2 Beam Tube A500 Gr.46 T •ical .608 .092 .28 .238 /,. � � �F d ri;,. Eri /; `4 r 6 Basic Load Cases BLC Descripti... Category X Gra...Y Gra...Z Gra.. Joint Point Distributed Area(Member) Surface(Plate/Wall) 1 D None -1 -AVYZAWrifeilk . yap Load Combinations Description So... PDelta SRSS BLC Factor BLC Factor BL Fact...BLC Fact...BL Fact...BLC Fact...:LC act..BL Fact... • 1 D Yes Y 1 1 Plate Surface Loads (BLC 2 : Wl Plate Label Direction Magnitude[psf.F] 1 P1 H -27 3 P3 H -27 ems,. i7 // - :..r % 'iF ''' z% s. i�: o" ;, i7 / /�'!. //i '',� /y/..',��,..[ 'ti RISA-3D Version 11.0.1 [\\SULLAWAYENG\Documents\Projects\5501-5600\5512\A\RISA 5512A.r3dJ Page 1 Page 7 of 21 Plate Surface Loads (BLC 2 : W) (Continued) Plate Label Direction Magnitude[psf.F] 5 P5 H -27 7 P7 H -27 9 P9 H -27 11 P11 H -27 1 P13 H -27 1 P15 H -27 ' /a..ritra Ygi .57,.w.''�% �,'. ',74ML,,/ 17 P17 H -27 19 P19 H -27 e fi , //', 21 P21 H -27 23 P23 H -27 25 P25 H -27 27 P H -27 29 P29 H -27 / % i pia % , „41° M e tm/. `'',;VCA ' 31 P31 H -27 33 P33 H -27 35 P35 H -27 �7 P37 - �./ / ;1 // � .% / r ,, am i,` ;27 39 P39 H -27 41 P41 H -27 '..,;-,. 43 P43 H -27 . • ,�,�/:%''"/ah�� ✓'�/ tea/,F�; ,...//�/////,�,� /�a�„ cr �✓�-.:,,,, ;.'- "-';:,, �r �F��., ��t„�';% :;�:. 45 P45 I -27 ®, a 47 P47 - 27 H > , ,r. ,,,/,;,�, ............ ..:..:�� 49 P4 H -27 51 P51 H -27 .; [i, �.Gj%�;°�"r%'/6r>,5?x ',/„„�-c,-/- 5r.§r",'a�-F�<. i u0 , .,c.,.,.%,;„r, ,f+.,/ /,/ .r ' �/, // o " p/, :4/- 53 P53 H -27 55 P H -27 • 57 ,r„ P57 �,� H -27 �,,:� /�'� � .h :..,,,,. "-% : ;., r "/��% , M r.aa,. . RISA-3D Version 11.0.1 [\\SULLAWAYENG\Documents\Projects\5501-5600\5512W\RISA 5512A.r3d] Page 2 • Page 8 of 21 Plate Surface Loads (BLC 2 : W) (Continued) • Plate Label Direction Magnitude[psf.F] 59 P • H - 7 iri ��,5 :d e,.. m rf e ' r,-i"- ;;F% w. ., r i yr yr .el 61 P61 H -27 63 P63 H -27 °ham. W 65 ��/r, P83 H -27 0o 67 P85 H -27 69 P87 H -27 Envelone Joint Reactions Joint X[k] LC Y[k] LC Z[k] LC MX[... LC MY[...L MZ[k-ft] LC 1 N34 m. . .114 1 . 01 1 . 57 2 I 1 a 1 0 1 3 N396A m• • -.004 2 .301 1 .367 2 0 1 0 0 0 1 ri 5 N414A m• • -.94 1 1.4p38 1 5.131 2 0 1 0 0 0 1 7 N415A m• • 1.434 1 2.163 2 2.481 2 0 1 0 1 0 1 E•N N416A m• • 11.384 2 1.438 1 5.166 2 0 1 10 I 1 i P?4,,iii ffifi i t„,:1:: ,e,.,..r. .. 4y.li ... / -;'5 ,. _% Q. ,%%/ice✓ k,;, g/ x 11 N 417 m• ' 2 2.4 . I 1 0 0 1, 13 Totals: m••• 0 2 6.732 1 15.957 2 n Envelone AA ADM1-10:ASD - Building Aluminum Code Checks Member Shape_____Code C., 'actin]LC Shear... Loc[in]Dir LC Pnc/O... Pnt/Om..Mny/0... Mnz/0...Vny/0... Vnz/0... Cb Eqn 1 M60 RT1X2X.06 .Q24 1Ci2 2 .011 '0 z 2 6 018 7t0157 .194 .331 2.904 1j.301 le 1 H 1 1 3 M627 L2X2X0.25 i 0 2 .052 .457 2 14.229 18.396-Code.. 6.364 6.364 H.3-1 5 M629 L2X2X0.25 .021 1: 021 113.375 z 2 14.287 18.396-Code.. 6.364 6.364 H.1-1 " '/.e"°�ff: a' 17 °s RJflrE + i %®4t £.,^ Fi , . ., /, 'KG:s,A :,; 7 7 : 16 2 14.13: 18.396-Code.. •.3.4 6.364 H.3-1 9 fki L2X2X0.25 .1:::I4 0 2 .044 0 2 14.352 18.396-Code- 6.364 6.364 H.3-1 67f'r 5 �b 7 �:� ,'�,�'�r , yr�r/,a ° S�+i ,�,t c a��Q///''i/iri / 14 11 0 2 .000 0 z 2 6.018 7.057 4 .331 2.904 1.301 1 H 1 1 ' MI M675 L2X2X0.25 .000 0 1 .000 0 z 1 14.25 1 .396 Code 6.3.4 •tsi7 RT1X2X.063 .118 0 2 .000 0 2 1.655 7.057 .194 .323 2.904 1.301 1 H.3-2 a _ a T1. 77. . _ .�W';, r.. '•_t i h: z,,.!-.1`$ . 9 1 /' 17 • Rey T,1IX2X 063 s 0 1 000 0 (/2 1� 634 7.057 194 .323 2.904 1.301 1 H.3-2 s 4 2 %=� ,' a i�r ®,,i' /%! ili `` 'tilt',' ,'/'.1�x, E�7 7 :'i°'�. f� 2 • • : 'T1 X2X.a• I • 0 .000 0 z �2 1.655 7.057 .194 .323 2.904 1.301 11 .3-2 ,,� `e' '_ -O n a '1' l ;v 1 !i 1•A /r'/ Q -,2 t.. ' /. x1: '; .h ';',rfo RISA-3D Version 11.0.1 (USULLAWAYENG\Documents\Projects\5501-5600\5512\A\RISA 5512A.r3d] Page 3 • • Page 9 of 21 Envelope AA ADM1-10:ASD - Buildina Aluminum Code Checks (Continued) Member Shape Code C..Loc[in LC Shear... Loc[in Dir C -nc/0... -nt/Om..Mny/0... Mnz/O...Vny/0... Vnz/O... Cb EQn 21 M683 RT1 X2X.1 6 .'2• 44 2 .000 0 z 2 1.• 7.4 7 .194 .323 2.904 1.301 1 H.1-1 Wrfkr i437gA VAR .71;ZZMAY 17a% 74 •gin ,5e7/ E:is. A�.ti'.' 23 M685 RT1X2X.063 .013 44 © .000 0 d0 1.655 7.057 .194 .323 2.904 1.301 A! zrarrir 25 M687 R''p�T1X2X.063 .330 0 © .000 0 Cl© 1.655 7.057 .194 .323 2.904 1.301 0� 27 • :• [ ii►.`aAsII3 .254 0 © .001 MUVI© 1.6 7.057 .194 c cI •! I 110TI0 le a . � .3 f ,'', 1 M: 7 o 29 M691 RT1X2X.063 .266 0 © .000 0 FIR 1.634 7.057 .194 .323 2.904 1.301 IEEE 1I M693 RT1X2X.063 .320 0 FINDMIIIIIIME1 1.634 7.057 .1.4 NM 2.614 11=111IMEE 33 M69p5iinifirino RT1X2X.063 .086 0 © .001 0 M �R 1.634 7.057 Ivms, .194 .323 2.904 1.301 0 35 M697 RT1X2X.063 .031 ^I© .010 0 rim 1.634 7.057 .194 NM 2.''4 1.301 0® is 7,71711MU . CM 1a 5 . e eV ._ A wr ' 37 ••• l:40AV AIZ*3 .024 .283© ,14 0 0 MR 1..34 7.057 MalIMMIREIZIEMEOMIIM 39 M701 RT1X2X.063 .010 12 Fl .003 12 rim 6.018 7.057 .194 .331 2.904 MUM= 41 M703 RT1X2X.063 .003 0 Fl .001 0 ©© 6.018 7.057 .194 .331 2.904 1.301 0® K.4111TIZIL 1E7. M® a lei _ _ F/'-' WPM r der* 'r;• :, 'VII FPO 4 M705 RT1X2X.063 .006 12 © MI RWMI 12 ©© 6.018 Figfinini .331 2.9.4 UM 45 M707 RT1X2X.063 .003 12 © .004 12 FIR 6.018 7.057 .194 NM 2.914 1.301 0® 47 M709As RT1X21X.063q .003 12 © .004 12g ©© 6.0e 18 7.057_ .194 .331 2.904 1.301 0® '° �I( �fi..i .. A. ♦ ^R#.... A#a.l .�" i _ �e _ # +8 # •."�%.'° .1 a.iAra.s ve. A. i ffllXl 49 M711A L2X2X0.25 .014 WiR© .000 19 M© •• 1:.396-Code.. 6Alif. ��)>,364 6.364 NM]iiiA Lail .. kix., a 1 7A��. ;. . . �L_ t" # r ro 7!* 51 M713A L2X2X0.25 .006 0 © .000 0 MR 11.635 18.396-Code..- 6.364 6.364EPiri �® 1di 1-n7, � --'� �'a-" 1. " ° F -ik/.A,. - - I s A k* _;°�," :,�,ma' s ' =�i',' �% �a ;_«. •" ''"�`s*:- Irp M71 A L X2X0 25 .006 0 Form 29 v 8.411 18. •• Code.. 6.364 6.364 H 1-1 : #i% ' .� �%: e ' ] .# ;: ,#�`': 55 M717A L2X2X0.25 .006 0 © .001 0 MR 6.119 18.396-Code.. 6.364 6.364 •® yip 3(a i ra. __.." a 1a MIT y _ ,N as a a a ° VA TO 57 M719A L2X2X0.25 .002 0 © .001 39 MR 4.651 18.396-Code.. 6.364 6.364 ii® 59 M721A .1 4 0 © .0 4 nd© 6.018 7.057 1!ME 2.9$4 rigi1U0® " //// :i i 61 M723A L2X2X0.25 .025 0 © .055 0 mm 14.229 18.396-Code.. 6.364 6.364 Mi® 63 M725A L2X2X0.25 .025 0 Fl .020 13.375©©14.287 18.396-Code..- 6.364 6.364 M® 65 M727A 1y.►:4A4 i .01• 0 © .006 FINIFIR 14.138 18.39. -Code.. Ma- .6.364 MEE 67 M729A L2X2X0.25 .004 0 Fl .030 0 MR 14.352 18.396-Code.. 6.364 6.364 EMEN e`er ia''I311 ._.s7.7 _ ,:417,tW WTI ;'4z4 �_. 7 ._7w" ' ai:;'; 69 M739A RT1X2X.063 .000 12 © .000 12 ©© 6.018 7.057 .194 .331 2.904 1.301 Dla� 71 M�7'41 A .004 0 0 .00 4 14 ©©14.258 18.396-Code.. 6.364 •.364 At$ x�.___f• � E, Al, A'a. .. a�..°i,..µf �X'� sai* §# // y >g �'1!1! 13 �� II .s�w 9 • ;; �ice/,�� XT a�.r� ae'1�.#�eu FM M74 A RT1X2X.0.3 .121 0 RiMalinirin 1.655 7.0 7 .194 .323 2.904 1.301 0MEE RISA-3D Version 11.0.1 [\\SULLAWAYENG\Documents\Projects\5501-5600\5512W\RISA 5512A.r3d] Page 4 Page 10 of 21 r- Envelope AA ADM1-10:ASD- Buildina Aluminum Code Checks (Continued) Member Shape Code C..Loc[in LC Shear... Loc[in Dir LC -nc/O... Pnt/Om..Mny/0... Mnz/0...Vny/0... Vnz/O... Cb Eqn 75 M745A RT1 X2X.'. .i 4 I 1 .100 0 2 1.•34 7.0t57 .194 .32 2.•i 4 1.301 1 H.3-2 77 M747At RT1X2X.063 .029 0 0 .000 0 MR 1.655 7.057 .194 .323 2.904 1.301� 1 H.3-2 a° ''' d CL `"marl u�94 ::A1 1!'4.7.11':111E � i r% .� I43,i�""" !i""r g iu %i,,rye' "�,i(ft;;//,'''', a '7 0 0. t 90 H.1-1 :1 M751B RT 1 X2X 06 .034 44 Fl .001 0 MR 1.655 7.057 .164 iiMi 2.904 1. 01 1 H.1-1 r 8 M753A RT1X2X.063 .343 0 © .000 0 MR 1.655 7.057 .194 .323 2.904 1.301 1 H.3-2 : M7 A RT1X2X.063 .280 0 F111 C 1.655 W, ' 7057_ 1.4 .323 914 i H3-2 w'.� ^'. ',3:1 i fir"'tr .. a �s,; i./ " , ;;,/F GAR,„ 4 06 .274 0 2 coiIFI 2 1.634 7.157 .194 ' i! 1.301 1 H.3-- ®te _ as _)..,. ,7 i,,"/7 1 br ' 17 " 89 M759A RT1X2X.063 .339 0 © .001 0 e© 1.634 7.057 .194 .323�� 2.904 1.301 1 I It5mi `G'3iG�:��iEfa:t'I*1 .i82 0 © .001 Karl© 1.634 7. w"0 7 .1.4 Ma 2.904 1.311 1 H.3-2 �r o,�,i 1 +';�, � "7 d� !�+3t !"' yx a "�� w � ",., '° 2.904 1.301 1 H.1-1 95 M765A RT1X2X.063 i i i •i 1 .1-1 E taautiwui ffi/:fkgmlc .011 12 © MI RWMI 12 FIR 6 018 7.157 .194 .331 2.604 1. 11 1 ' .1-1 99 M769A RT1X2X.063 .005 0 Fl�,��... .007 0 ©© 6.018 7.057 .194 .331 2.904 1.301 1 H.1-1 .d � MIS '< 4: ," 101 M771 RT1X2X.063 .010 0 © .013 12 ©© 6.018 7.057 .P194 .331 2.904 1.301 1 H.1-1 103 M773 RT1X2X.063 .011 12 ©�i� 12 ©© • : 7.057 .194 �c 12.904 1.301 1 H.1-1 „ v 105 M775 RT1X2X.063 6.018 7.057 .194 2.904 1.301 1 H.1-1 r s, ,a ,x2x.i'S 74„, i m - ' ��}° k. °' 1, ,.. obi 1 147 M777 L2X2X0.25 .005Fill i i I 13.199 18. .6 Code 6. .4 6.364 151-1 "974II; /� 1 %I j. •., 1 , d.,L,� , '.A• 8 tlx .e i,_: ,'4 . . ,.4', P. -- -,M 109 M779 L2X2X0.25 .006 MINIM .000 11.635 18.396-Code.. 6.364 6.364 H.1-1 111 M781 L2X2X0.25 .007 0 © .001 0 MR 8.411 18.396-Code.. 6.364 6.364 .H.1-1 ETOW7,77iffigTrArriffillof i ice! P', TS . i,:gli it //, TIV;M a - 113 M783 L2X2X i.2 i i 0 © .001 !1M© 6.119 18. .. -Code.._ 6.364 g.. .4 H.1-1 "0 �� °. � rr',"; "„ ,,, b'y' ,�,"s T "' d `6:30,4 i woo i i i . : Code 6.364 6.364 .1-1 a a 4.651 1` . � -,, ,�;.� 2,,,/ ,, , 2 � :,1 � �i�'� � ,iai, .a �'�2�aF �, ;: ,5 /.:'. w e u_, #m ,,,,tea Envelope AISC 14th(360-10):ASD Steel Code Checks Member Shape Code Check Loc...,.. Shear C..Loc...... ... Pnc/o...Pnt/o.,. Mnyy/o... Mnzz/o.., Cb Eqn 1 M 1 HSS12x4x4 2 12 2 .029 0 z 1 165.865195.569 20.387 58.762 1.625 Hi-lb 3 M9 HSS12x4x4 .052 0 2 .029 12 z 1 165.865195.569 20.387 58.762 1.629 H1-1b �/ S1 7 / ! 16 ,/12 c ' 'Z ,/ .y �58 /u:.... / �-- ,/6...,t �1 `., ,' �.>. vi%/ii.,,iiz� ��../�/y',/. �4''� "��;�'-. .�f, .r'� ..,. .. ,r, �i/sue" � /� .,., 5 M14 HSS12x4x4 .270 14....2 .001 29.... z 2 163.48 195.569 20.387 58.762 1 H1-1b . asiPA s�„ . . ).,, . !/,, ,,.,;.#7,; / „'_ in® _ :j'itt.t 4. g... 7 M19 HSS3x3x3 .049 0 2 .014 0 z 2 25.971 52.06 4.522 4.522 1.645 H1-1b RISA-3D Version 11.0.1 [\\SULLAWAYENG\Documents\Projects\5501-5600\5512\A\RISA 5512A.r3d] Page 5 • • • Page 11 of 21 • Envelope AMC 14th(360-10):ASD Steel Code Checks (Continued) M-m•:r h 1•: h:i. •-ar Pn ....Pn Mn. Mn' •. 9 M21 HSS3x3x3 .070 0 2 .005 0 d2 25.971 52.06 4.522 4.522 1.207 H1-lb 11 M23 HSS3x3x3 .080 0 2 .001 0 J2 25.971 52.06 4.522 4.522 1.189 H1-lb 13 M25 HSS3x3x3 .069 0 2 .010 0 I2 25.971 52.06 4.522 4.522 1.891 Hl-lb x,:,; rn 'b f, 15 M27 H x x .1. 146...2 .025 0 Mk :14. IZ1 4. 22 4. 22 1.72 H1-lb 1 M • H 3x3x .042 146...2 .1 146..ti 2 17.342 52.06 4.522 4.522 2.637 Hi-lb .» . r aa�} //,o ' bi . , 4` ; �a�, . ,T�, A7,0 v, 19 M31 HSS3x3x3 .039 146-1 .048 146.•112 17.342 52.06 4.522 4.522 2.44 H1-lb 71 T ye . 1:1 _ , 21 M27A HS 12x4x4 .126 2.6...2 .084 2 166.305195.56. 20.387 58.762 1.077 H1-1 b 1z or,Mr.A_ 'Ys .a. /6 gAteGYAI Y 7 T 02:.;Lv.'/T:;g' `"v:V4 23 M29A HSS12x4x4 .1 • 37....2 .043 0 112 161.923195.56. 21, :7 5:.7.2 1.255 Hl-lb 25 M3IA HSS12x4x4 .198 0 2 .158 4.1...©2166.271195.56. 20, A» ur,�n__387 58.762 1.016 H1-lb �S._ ,:f ls. >77. 1 ... ".."`.l i� ' ' "' �'§, i eja' t76 H' a 27 M33 HSS12x4x4 .221 36 2 .029 0 p 2 162.21 195 56 20.387 58.762 1.073 Hi-lb 29 M35 HSS12x4x4 .264 0 2 .072 10....©2165.981195.56. 20.387 58.762 1.014 H1-lb 31 M37 HSS12x4x4 .2.• 38 2 .004 0 ©2 161.746195.56. 21.387 :.76 1.016 H1-1 b 33 M39 HSS12x4x4 .274 2.3...2 .126 2.3...1,2 166.31 195.56. 20.387 58.762 1 H1-1b 35 M41 H S12x4x4 .259 0 2 .018 38 ©2 161.746195.56. 20.387 58.762 1.031 H1-1 b i$ 3i7„M«'7 _gym ' .. r ♦ .__ ry7:4135 R� .,5 : 4i_._a��g. .'°.��. �Z_ .. 37 M43 H 12x4x4 .2.4 0 2 .1 • ®©2 163.89 195.56. 20.387 58.762 1.039 Hl-lb ` i�r Vi;,:e7 'r, "17% .i iyr�- 39 M45 HSS12x4x4 .188 0 2 .040 0 11 2 164.931195.56. 20.387 58.762 1.075 H1-1 b 41 M47 HS 12x4x4 .1•• 0 2 .052 32....©2 162.899195.56. 20. 87 58.762 1.141 H1-1 b 43 M49 HSS12x4x4 .098 0 2 .050 0 Pi 2 165.506195.56. 20.3:7 58.762 1.32yWH 1-1 b an 45 M131 HSS2x1x2 .581 0 2 .120 0 112 15.711 16.747 .512 .84 2.273 H1-lb 47 M133 HSS2x1x2 .000 0 2 .000 12 112 15.711 16.747 .51 .:4 2.381 H1-lb a= ate , ..s•1`d T _ 2 /�i z;; ish t i- Yv" ^ 71 r y e 49 M135 HSS2x1x2 .000 0 2 000 0 2 15.711 16.747 .512 .84 2.381 Hl-lb .`:1,;,:e�/�'2 i°. �i:v i�i % .y i #..,4 ry :r 8`1 51 M137 HSS2x1x2 .000 0 2 .000 0 112 15.711 16.747 .512 .84 2.381 H1-lb 53 M139 HSS2x1x2 .000 2 100 0 2 15.711 16.747 12 84 2.381 H1-lb : .a irk%/ .._, ,/'" V® ,' �« s 55 M141 HSS2x1x2 .000 0 2 .000 0 Pin 15.711 16.747 .512 .84 2.[381 H1-lb gINE 57 M143 HSS2x1x2 .000 0 2 .000 0 2 15.711 16.747 .512 .84 2.381 Hl-lb L74 ,.44v0 m / i/,iii,i tea.! 411Vf, i/• /� • M145 HSS2x1x2 .0s i 0 2 .000 i 112 15.711 16.747 .512 :4 2.381 H1-lb 61 M147 HSS2x1x2 .000 0 2 .000 12 y 2 15.711 16.747 .512 .84 2.381 H1-lb RISA-3D Version 11.0.1 [\\SULLAWAYENG\Documents\Projects\5501-5600\5512\A\RISA 5512A.r3d] Page 6 Page 12 of 21 r Envelope AISC 14th(360-10):ASD Steel Code Checks (Continued) M=m. r h-•1 Cod: Ch.: • .. i_- oc... .. Pn_ •.. Pn • 1 . o.. Mn. •... • C 'A , o7 it . T '63 M149 HSS2x1x2 .000 0 © .000 0 L©15.711 16.747 .512 .84 2.381 H1-1b a,1 %/t 9 d i a s g.2 /Fa VA CI REIM + VI g 65 M151 HSS2x1x2 .586 0 © .137 0 M©15.711 16.747 .512 .84 2.273 H1-1b 67 M153 HSS2x1x2 .3660a 0 © .195 0 d©15.711 16.747 .512 .84 2.298 H1-1b 69 ingiingMaTi .62: 0 P1 .217 0 ©©15.711 16.747 .512 .:4 2.276 H1-1b 7i M157 HSS2x1x2 .437 0 © i. nn©15.711 16.747 MEM ,84 2.253 H1-1b Mm 73 M159 HSS2x1x2 .217 0 © .074 0 ©©15.711 16.747 .512 .84 2.275 H1-1b 75 M161 HSS2x1x2 .137 ®© .026 0 M©15.711 16.747 .512 .84 2.276 H1-1b 77 M163 �� 367 Inn132 0 ©©15.711 16.747 .512 e.:4 2.275 H1-1b 79 M165 ® .507 0 Fl © .219 0 © 15.711 16.747 ,5 2� ,84 2.274 H1-1b IEN 81 M167 .832 -- .350 91119115.711 • .512 .84 2.279 H 1-1 b ':' 4,-/ izz,2 oT:A Flq;7.1f,,,,;;;P:P/7- , w':',;(i.c..gl!'il.c.A4I,!Izai.•„..i.... npi* -144,,,,.:„".:,,%A:41.V',' „c:,././.; ,idiiriAkz1 83 M169 HSS2x1x2 .53q 8 0 Fl .128 0 MR 15.711 16.747 .512 .84 2.273 H 1-1 b tau A� ,., 7 'p°13 'aT �gW jis% k. / y:'' AIM3 y 85 M1• A EnTEM .0:7 .014 10935 16.747 .512 Hi-lb F . _ 87 M165A HSS2x1x2 .087 0 © .009 0 ©©3.605 16.747 .512 .84 1.095 H1-1b 7 *, ,, n, J /n 7 I s 1 a 41 " :N b, 89 M167A HSS2x1x2 .303 0 © .010 0 ©©3.605 16.747 .512 .84 1.069 H1-1a 91 M1•'A ®' T• 0 ©�gn©©16.067 16.747�� .84 1.269 H1-1b 'VMa_a _ a .,,,,, � ..7.W.SrftlikiiiliWiTi , AliraltrailLitl 93 M171 HSS2x1x2 .130 0 © .064 0 ©©16.067 16.747 .512 .84 1.539 H1-1b 95 M173 I�, .124 0 © .024 nM©16.067 16.747 .512 MUM 1.829 H1-1b .• is ��, � .t�, r, , 97 M175 HSS2x1x2 .183 0 © .114 0 111416.067 16.747 .512 .84 2.116 H1-1b Prr,.V.S7rrrAr7:7T71,rl.:lbar;7rfafMatllrj*7V'r,'n,rV m roil z;Fr/72 a, 99 M177 HSS2x1x2 .198 0 Fl .185 0 ©©16.067 16.747 .512 .84 2.183 H1-1b gm M179 HSS2x1x2 .069 VI© .025 0 ©© . 16.747 .512 WM 1.069 H1-1b 103 M181 HSS2x1x2 .264 62 .023 1E193. .512 1.161 1- 105 M183 HSS2x1x2 .093 ®© .012 0 M©10.935 16.747 .512 .84 2.181 H1-1b O:� 1 a i '', w ' .AM /, 1 7' „F i9 A A da n °' A y O M185 .0 4 .�10pp93.61�16747 512 :4 1 s7 H1-1b • �.�a• .,d1J71a� It _ •► �°' i.» ' ;.'®�-� jiz �'i' y tP � ,da•a�a,.3��E e ,✓; -F;A',.✓ ;': ';.!L `. 109 M187 HSS2x1x2 .039 62 © .011 0 ©©3.605 16.747 .512 .84 1.062 H1-1b 111 M189 HSS2x1x2 .036 62 © .029 0 d©3.605 16.747 .512 .84 1.171 H1-1b 113 M191 HSS2x1x2 .028 62 © .025 0 111© 16.747 .512 .84 1.177 H1-1b 115 . M193 L2x2x2 .175 21•.•.2 .004 63.... y 2 2.829 10.584 .263 .397 1.014 H2-1 RISA-3D Version 11.0.1 [\\SULLAWAYENG\Documents\Projects\5501-5600\5512\A\RISA 5512A.r3d] Page 7 • Page 13 of 21 • Envelope AMC 14th(360-10):ASD Steel Code Checks (Continued) Me b G•qe ph Log Shear .Loc Pnc/Q Pn Mn M nz E n ,, /,j / r ( �� . ..y 8 �� Via` �� 117 M195 L2x2x2 .085 63....2 .005 0 z 2 2.829 10.584 .268 .504 2.152 H2-1 119 M197 L2x2x2 .071 0 2 .002 0 z 2 2.829 10.584 .268 .5 2.077 H2-1 0 ��7 "tea, _= .: , , a'-'41 FESIINKIrta MilZSEERIIIFM 121 M199 L2x2x2 .073 0 2 .003 0 z 2 2.829 10.584 .268 .504 2.145 H2-1 H 12 M201 HSS x1 .1.1 0 2 .012�g® ° _ S vE.�'I 2 10.935g�� 16.747 . 12 ,:4 2.191 H1-lb r ' - [ vi. '�R a ,. r //,-. l!,. j,..' 1 ''' 9.•A'. ;,,:-s t. _,,..'//", e, a 1 M213 HS.'`q¢S2x1x2 .091 I 2 .112/ a 2 10.93�5 16.747 .51 .:4 2.192 H1-lb 127 M205 HSS2x1x2 .160 12 2 .057 0 2 15.711 16.747 .512 .84 2.271 H1-lb a , 129 M207 HSS2x1x2 .074 14•••.2 .049 0 z 2 15.231 16.747 .512 .84 1.805 H1-1 b 1' is 4}. 131 M21• H S x_1x2 .333 37....2 .010 0 z 2 9.05 16.747 . 12 .:4 2..1 H1-la Yn: '� ) Y )1,'" f Rb. .../i ///, V/„.:.' - ,,, G 9ir O.# - :,. r a kR ,. ;:: ;:,:::;'40 //--/®aAi.i s 133 M211 HSS2x1x2 .317 0 2 .011 0 z 2 15.957 16.747 .512 .84 1.612 H1-la f 135 M213 HSS2x1x2 .422 19 2 .007 0 z 2 14.269 16.747 .512 .84 2.288 H1-la 137 M215 HSS2x1x2 .488 19 2 .003 0 z 2 14.269 16.747 .512 .84 2.033 H1-la .g g 1 a iroW . -/fir ,, ( 1 F "A e 7 2.4 � a "1,:ri. 139 M217 HS 2x1x2 .48: 1• 2 .00 0 z 2 14.269 16.747 . 12 .84 3.06 H1-1a , A�a lid' ' . :�t- o f''' .. ��:�'. r 1,e / g m 141 M219 HSS2x1x2 .421 19 2 .007 0 z 2 14.269 16.747 .512 .84 1.209 H1-la �� / A PI, i Z2 s O 143 M221 HSS2x1x2 .325 0 2 .009 0 z 2 15.957 16.747 .512 .84 1.741 H1-1a 145 M223 HSS2x1x2 . 2 I 2 .111 I z 2 9.15 16.747 , 1 .:4 2.577 H1-1 a ° 1 IS a /4$;TS17.17011FITg . r 147 M225 HSS2x1x2 .076 0 2 .049 0 z 2 15.231 16.747 . 12 ,84 1.825 H1-lb 149 M227 H 2x1x2 .069 16 2 12 z 2 14.• 16.747 .512 84 - b e / f,/ ' -.} �/w /� X rd��/ // % /A. r /! v // 4 LPrX W Witi 151 M229 HSS2x1x2 .241 37 2 .010 0 z 2 9.125 16.747 .512 .84 1.197 H1-la 153 M231 HSS2x1x2 .340 36 2 .007 0 z 2 9.425 16.747 .512 .84 2.668 H1-la , 155 M2 H S2x1x2 .419 38 2 .003 0 z 2 8.826 16.747 , 12 ,84 2.387 H1-1 a A® aid - ,�s�, .' k/ _ 157 M235 ry HSS2x1x2 .457 17 2 .001 0 y 2 9.8 16 747 .512 .84 1.097 H1 la .159 M237 HSS2x1x2 .419 0 2 .003 0 z 2 8.826 16.747 .512 .84 2.359 H1-1a •fal E i�x ,a �;,. « ,. -,0- ,, /..2' �' Al 1 . � . t;F.:a 161 M239 HSS2x1x2 .340 t 2 .007 0 z 2 9.425 16.747 .512 .84 2.667 H1 a 163 M241 HSS2x1x2 .241 0 2 .011 0 z 2 9.125 16.747 .512 .84 1.225 H1-1a 165 M243 HSS2x1x2 .068 0 2 .011 0 z 2 14.95 16.747 .512 .84 2.218 H1-1b �/.: ,..,., ._; /%,. /.,„% �///i//i/f7"/;�///.G`.a:� ..:."a ....F/'. t xf 6'in,.�./ �..,.,, /,,"..,.-;'✓„ ,,,, /, /C:. # / ., I '7/////y�////2�i ; �ti //1 ; '. 1* i %/r/� /,8 1 Z 4 167 M24 H 2x1x2 .081 14....2 .11g I z 2 15.231 16.747 . 12 ,:4 2.062 H1-1b 169 M247 HSS2x1x2 .106 0 2 .007 37-.. y 2 9.05 16.747 .512 .84 1.769 H1-lb RISA-3D Version 11.0.1 (\\SULLAWAYENG\Documents\Projects\5501-5600\5512\A\RISA 5512A.r3d] Page 8 Page 14 of 21 Envelope AISC 14th(360-10):ASD Steel Code Checks (Continued) ..0 .. Ch o e-r •. ►• •e � o n n ! 171 M249 HSS2x1x2 .243 20....2 .008 0 2 13.804 16.747 .512 .84 2.115 H1-la 173 M251 HSS2x1x2 .319 0 2 .010 0 2 8.826 16.747 .512 .84 2.396 H1-la 175 M253 HSS2x1x2 .364 0 2 .003 0 2 8.826 16.747 .512 .84 2.63 H1-la FiZ .<,ire` ,: ' , f , . , a, VI ;''i i sM `T.,liiitrri;W'ri'ff,pr,;,i 7yrjfizizz 177 M 5 S2x1x2 . 61 38 2 .102 38 2 :.:26 16.747 .512 .84 2.778 H1-la 17• M257 HSS2x1x2 .�Z18 .'0• : 2 :.: . 16.747 . 12 ,:4 2.403 H1-la e:4, i s T; a :k1;72 eif 7:1 # r e+ - V y Sal- a h' . 9c "% 181 M259 HSS2x1x2 .243 0 2 .009 20 2 13.804 16.747 .512 .84 21 Hl-la gym' iz��i L:e 4e - WAi "? •" e /r / ,. '-,IF. � ,; 183 M261 HSS2x1x2 .095 37....2 .004 0 2 9.05 16.747 .512 .84 1.63 H1-lb 185 M • H 2x1x2 .031 0 2 .024 0 z 2 15.231 16.747 .512 .84 2.087 H1-lb 187 M265 HSS2x1x2 .153 16 2 .049 0 2 14.95 16.747 .512 .84 2.203 H1-lb 189 M267 HSS2x1x2 .323 13....2 .022 0 z 2 9.125 16.747 .512 .84 1.104 H1-la 191 M269 HSS2x1x2 .474 36 2 .010 36 2 9.425 16.747 .512 .84 2.21 H1-la 193 M271 H 2x1x2 .61: 0 2 .005 38 2 8.:2. 16.747 .512 •:4 2.057 H1-1 a 195 M273 HSS2x1x2 .563 c3 5 2 .001 34•5 2 9,877 16.747 .512 .84 1.731 H1-la 197 M275 HSS2x1x2 .613 0 2 .004 0 v 2 8.826 16.747 .512 .84 2.014 H1-la 199 M277 H S2x1x2 .47 I 2 MI 1 I I 2 •.425 16.747 . 12 .:4 2.208 H1-1 a - ®4 ' ,. a '�,: ; ;i 201 M279 HSS2x1x2 .319 20....2 .022 0 z 2 9.125 16.747 isttex7 .512 .84 1.171 H1-la "". 1 , 4A '' ram,. °..,E ITA 203 M :1 H 2x1x2 .0:8 0 2 .036 I z 2 14.9 16.747 , 1 .84 1.811 H1-lb 205 M283 HSS2x1x2 .074 0 2 .019 0 z 2 7.469 16.747 .512 .84 2.17 H1-lb `g 207 M285 HSS2x1x2 .087 42••••2 .014 0 z 2 7.469 16.747 .512 . 1 907 H1 1b E-.de�� 2 CAs�'!�,,.�'tI'.�'� � �� '�'s':" � ,,�,�>.,.µ�',>.��.�.�� "�,6��;�i, �ir�� , "`t�,�,�„ �.,. ' `. / A4tet.,. aft 209 M287 HSS2x1x2 .116 42....2 .010 0 z 7.469 16.747 .512 .84 2.156 Hl-lb 211 M289 HSS2x1x2 .104 42••••2 .006 0 z 2 7.469 16.747 .512 .84 2.053 H1-lb 213 M291 HSS2x1x2 .229 42....2 .002 0 y 2 7.469 16.747 .512 84 2.149 1- 21 M293 HSS2x1x2 .231 42••••2 .004 0 v 2 7.469 16.747 .512 .84 2.145 Hl-la 217 M295 HSS2x1x2 .103 42••••2 .007 0 z 2 7.469 16.747 .512 .84 1.958 H1-lb 219 M297 HSS2x1x2 .113 42••••2 .011 0 z 2 7.469 16.747 .512 .84 2.065 H1-lb 7 b ;; fib¢,rarZf-3 3:9jek_ e�.WWWWILT7KOZEIWIr ,, ?:1' 9 221 M2•• HS 2x1x2 .086 42....2 .014 I z 2 7.4.• 16.747 . 12 .84 1.598 H1-lb I 223 . M301 HSS2x1x2 .069 42....2 .019 0 z 2 7.469 16.747 .512 .84 1.778 H1-lb RISA-3D Version 11.0.1 [\\SULLAWAYENG\Documents\Projects\5501-5600\5512\A\RISA 5512A.r3d] Page 9 ' Page 15 of 21 Envelope MSC 14th(360-10):ASD Steel Code Checks (Continued) PM. bi�dd= h.': '? ••= - k L. ..Lo • . Pnt/.... M A • it I, • • E.n 225 M303 L2x2x2 .020 0 © .003 0 ©©8.955 10.584 .268 .562 1.758 H2-1 227 M305 L2x2x2 .023 ®© .002 0 ©©8.955 10.584 .263 .562 1.21 H2-1 a A $ 229 M307 L2x2x2 .026 EMIR .001 0 MR 8.955 10.584 .263 .562 1.192 H2-1 Sri : y A i A M .1 + ' ' A' 7 Z 1. FRI M309 L2x2x2 .025 ®© .002 AM©8.'55 10.584 EMI .562 1.528 H2-1 i; :3, Ai i » o f d .. i »t7 . F IU flU .017 ®© .00 IMMEll 8.95 10.584 63 .562 2.041 MLI 235 M313 L2x2x2 .349 0 © .054 Ear©8.955 10.584 .268 .562 2.18 H2-1 237 M315 L2x2x2 .234 0 © .036 0 ©©8.955 10.584 268 .562 2.160 H2-1 239 M317 L2x2x2 .102 n© .010 0 PM :.9 5 10.584 .2.8 •577 1.999 H2-1 241 M319 L2x2x2 .127 0 y©,fig .016 ! 1©8.955 10.584 .268 .562 2.265 H2-1 FM321 L2x2x2 .337 0 ligipp 8.955 10.584 .562 2196 H2-1 l ,,,,,,,,,,, ,,„ fc,.(4,./.0404A,,,,, r4;4:.1.7;...;.,,. /.4,1;',„7"51ecii,,,e',..,,,,t,/ 4,-/c,k-4.410:1; A";r:-:;:iik,,,:...43, / <1;:,,Ig ,a,„A I 245 M317A HSS12x4x4 .076 2.6••.© .073 0 ©©166.30-195.56' 20.387 58.762 1.074 H1-lb M319A 9.11 .024 0 161 92 21. 7 1.365 H1-lb ForM.., ,,.. .;;,:::.---R.RF,7.1 °. a .,. s,/,40 iron 's 249 M321A HSS12x4x4 .166 0 © .067 0 C©166.271195 56' 20.387 58.762 1.019 H1-lb s i *-.7 ';5" ','a i r '° i 'ye s_ c i.* i s;.: i ° 251 M323 HSS12x4x4 .206 36 © .016 0 MR 162.21 195.56' 20.387 58.762 1.096 H1-lb 253 M325 H 12x4x4 .256`g 0 © .073 nn©165.98119556'QiIc1:}] 58.762 1.017 H1-lb -- .,�;. g aL ,Vcr.7.�:' "�gs., �.,,..r,,,_. .' we/ •A11 _ ® "i,� . ,�' i _ _ _. gyp. � p 255 M327 HSS12x4x4 .241 38 © .008 38 ©©161.74:195.56' 20.387 58.762 1.021 H1-lb 257 M329 HSS12x4x4 .247 ®© .088 [M©©166.31 195.56' 21 87 58.762 1 H1-lb 259 M331 HSS12x4x4 .239 0 © .010 0 ©1;1161.74;195.56. 20.387 58.762 1.039 H1-lb la 7 Ti 9F. r/✓ ; 9 i ° i ° : " i �: a 1 z 261 M333 HSS12x4x4 .254 0 © .036 0 ©©163.89 195.56' 20.387 58.762 1.049 H1-lb ESIIIESSM PHHSS12x4x4 .172 ItalEM151M Q MR164.931195.56• 20.387 W:11.096 H1-lb 265 IEMIHSS12x4x4 .167 El .019 Fip2 162.89'195 56' 20.387 58.762 1.179 Hi-lb :e,..,?,.;17.1%. ",i,11.:44:-.1 r.f.,c;...1 4-W-&21.4:i t.,/,z 4/474A II p=,,,,: lz.Ve'lx 346iiiiililLsi;',-ZaiLi 6,-06';:ials:/.If':474, f. ft '0 267 M339 HSS12x4x4� .070 0 © .024 0 V ©165.50:195.56' 20.387 58.762 1.403 H1-1b •P ..'^ _+i phi,7?3 7 M frfM7i , SITA i 0 r/$� ii % i, : °a :' i �.s+'Z • i " a 269HS 2x1x2 .214 .06 Hgri 15.711 16.747 84 2.274 H1-1 b ipil $'� '.0` ''''; /4 e i 4 //''` i /iaili� _ ''��® / 4:.; 271 M415 HSS2x1x2 .000 0 © .000 0 tl©15.711 16.747 .512 .84 2.381 H1-lb .' , 273 M417 HSS2x1x2 .000 0 © .000 ®rJ©15.711 16.747 .512 .84 2.381 H1-lb wzront ° . . rx/-i -15'Mficifig KAP1,7724l Egj M419 HSS2x1x2 .110 0 © .0i0 VIM 15.711 16.747 En= .84 2.381 H1-lb 277 _ M421 HSS2x1x2 .000 12 2 .000 12 y 2 15.711 16.747 .512 .84 2.381 H1-lb RISA-3D Version 11.0.1 [\\SULLAWAYENG\Documents\Projects\5501-5600\5512\A\RISA 5512A.r3d] Page 10 Page 16 of 21 Envelope AISC 14th(360-10):ASD Steel Code Checks (Continued) _ ._ �.. h-�k •. ► - C..L. .. P 'n •... Mn. •... Mn._•. . .. 279 M423 HSS2x1x2 .000 12 2 .000 12 MI=1 16.747 .512 .:4 2.381 H1-lb 281 M425 HSS2x1x2 .000 12 2 .000 12 2 15.711 16.747 .512 .84 2.381 H1-lb rreevx z e ate . ur; : 283 M427 HSS2x1x2 .000 12 © .000 12 2 15.711 16.747 .512 .84 2.381 H1-lb : 4 • x x2 .111 0 2 .000 12 2 15.711 16.747 .512 .:4 2.381 H1-1 b a."/;atn a A 'Oki , / :shy iliri 'q i z i .i :..: . 287 M431 HSS2x1x2 .110 12 © .10 a 12 MEMO 16.747 .84 2.381 HI-lb 289 M433 HSS2x1x2 .223 12 © .058 0 z 2 15.711 16.747 .512 .84 2.274 H1-lb _ i. 11;t i -tsar'._e. a'i ' __ /M/ ate. %.A u/Ani.',V,Kialirffi,WAIWII rozarivimm 291 M435 HSS2x1x2 .256 0 2 .104 0 z 2 15.711 16.747 .512 .84 2.241 H1-lb 2• M4 7 H S2x1 .164 12 2 .060 0 z 2 15.711 16.747 .512 .84 2.29 HI-lb FM47, A .` u ;. ✓ % . g . 1 r' ,rorZITIM 295 M439 HSS2x1x2 .112 12 2 .041 0 z 2 15.711 16.747 .512 .84 2.274 H1-lb • . ffr -Ia -x jam. , , '"' �.,' EMI' 297 M441 HSS2x1x2 .054 12 2 .015 0 z 2 15.711 16.747 .512 .84 2.266 H1-lb 299 M443 HSS2x1x2 .020 12 2 .005 12 2 15.711 16.747 .512 .84 2.271 H1-1 b 01 M445 HSS2x1x2 .092 12 2 .031 0 z 2 15.711 16 . 12 .4 2.28 1-1b K 303 M447 HSS2x1x2 .149 12 2 .057 0 z 2 15.711 16.747 .512 .84 2.286 H1-lb ;, 17 305 M449 HSS2x1x2 .222 12 2 .087 0 z 2 15.711 16.747 .512 .84 2.28 H1-lb 307 M451 HSS2x1x2 .2 4 12 2 .097 I z 2 15.711 16.747 .512 .:4 2.287 H1-lb also _ 1 a`"��. -.__ ,%%/- ��°%�:� � `T ' 4 �l d a�Z/- 309 M454 HSS2x1x2 .015 38 2 .003 0 z 2 8.826 16.747 .512 .84 1.75 H1-lb origin!: s - - A. y/ ,/ 7'..B"(14,121relltfriFintarrir 311 M'56 HSS2x1x2 .0 9 3: 2 .002 a z 2 :.:2. 16.747 . 12 ,84 1.051 H1-lb 313 M468 HSS2x1x2 .054 0 2 .002 0 z 2 8.826 16.747 .512 .84 1.033 H1-1 b 315 M470 HSS2x1x2 .012 38 2 .004 0 z 2 8.826 16.747 .512 .84 1.99 H1-lb 317 M474 H 2x1x2 .038 3: 2 .014 0 z 2 8.:j2. 16.747 . 12 .84 1.649 H1-1 b 8 s 319 M476 H�S*'S2x1x2 .032 38 2 .002 0 z 2 8.826 74 .512 .84 1.056 H1 b . 321 M479 HSS2x1x2 .038 38 2 .004 0 z 2 8.826 16.747 .512 .84 1.915 H1-lb rt 55 .: o , .. ; %, 'I . ;d „.'% a:,, _ % "'_ mot` �. TfrctiMt 323 M481 H 2x1x2 .032 38 2 .002 0 z 1 8.:26 16.747 .512 .84 1.054 H1-1 b 325 M497 HSS2x1x2 .070 14....2 .008 14.... 2 15.231 16.747 .512 .84 2.002 H1-lb / .�,., Lira !.a& 'a®, la. . i i,,,,,>r, ',,, ,i%1.• -a2Hai s , e Z ° _ . 327 M499 HSS2x1x2 .258 37....2 .003 0 z 2 9.05 16.747 .512 .84 1.573 H1 1a 28 M 11 H S2x1 x2 .275 1 o....2 .103 0 z 2 15.957 16.747 .512 .:4 1.979 H 1-1 a .T a //, '41Ailr,.6-1TESMITIMEIZIANIMMIMEIFIN,Stril 331 _ M503 HSS2x1x2 .381 19 2 .004 0 z 2 14.269 16.747 .512 .84 1.557 H1-1a RISA-3D Version 11.0.1 [\\SULLAWAYENG\Documents\Projects\5501-5600\5512\A\RISA 5512A.r3d] Page 11 Page 17 of 21 Envelope AMC 14th(360-10):ASD Steel Code Checks (Continued) M=m•=r h..: s h. k L• ... .-- •c. .. .. Pnc/•...Pn •... Mn. • . M�.� •... s E•n 333 M505 HSS2x1 x2 .457 19 2 .004 1 1 335 1 • 2 .004 1 rul ,a x'"•' .,b .6 • :'4 a ii.".l.'"r: 0 .. Via'. , " . 337 1• • 2 .003 1 Ibl %/DEG $ , ro'3 n xi • •1' Via; : 33• 11 1 1 � 11 1 • 1 1 1.' 1 2 11: 1 11. 345 M517 HSS2x1x2 .030 16 2 .003 0 z 347 M519 HSS2x1x2 .120 7 2 .003 37 349 M521 HSS2x1x2 .296 36 2 .002 0 z 2 ' 351 M523 HSS2x1x2 .376 38 2 .002 38 2 88 353 M525 HSS2x1x2 .414 0 2 .000 0 2 9 355 M527 HSS2x1x2 .•7. 1 .002 0 : : • ^F � • 357 M529 HSS2x1x2 .296 0 2 .002 0 z 2 • 359 M531 HSS2x1x2 .121 0 2 .002 0 3.1 M 3 HS 2x1x2 1 1 1 2 .003 1 z RUMMER, • a $ „ iriwkyi,oev'aOFE91ZS2WXi-fP:FWZ.'"2-111i:AL 363 M535 HSS2x1x2 .029 0 2 .004 0 z 2.029 365 M537 HSS2x1x2 .050 6.2...2 .003 37.... FirrEl=ls.45 367 M539 HSS2x1x2 .215 20....2 .001 20.... 2 13.804 16.747 •1 T l - s r. q r r o7t, b. ''ZW ..".M ::F ' s l . ,. 369 M541_ HSS2x1x2�, .310 38 2 .001 0 : : e 1.17rt IXrrtr Z I m . • Ava 4 ... Ste. „ V Zm: 71 M54 H S2x1x2 .372 8 2 .112 38 2 8.826 16.747 373 M545 HSS2x1x2 .371 0 2 .002 0 2 8.826 16.747 ��1�?a &: P�.L ► 9� l M Al � z/ik;' A Agt�,.�•v f:� a.r 4. r11:1111,911111F 375 M547 HSS2x1x2 .310 0 2 .001 38 1 88 377 M • H 2x1x2 .215 0 2 .001 2 13.804 .512 .4 2.526 H1-la • ;,_ �� `� �� a� 6..%� ..,_�! %, /%„S,/ '„ = 1 379 M551 HSS2x1x2 .050 30....2 .003 0 2 9.05 ' 381 M553 HSS2x1x2 .030 4 ..2 .004 0 z 1 c� kajd �'��"' d 1 ' lAV 38 M5 5 HSS2x1x2 .038 0 2 .013 0 385 • M557 HSS2x1x2 .322 0 2 .002 0 y 1 9.125 16.747 .512 .84 2.6 H1-la RISA-3D Version 11.0.1 [\\SULLAWAYENG\Documents\Projects\5501-5600\5512\A\RISA 5512A.r3d] Page 12 Page 18 of 21 Envelope AMC 14th(360-10):ASD Steel Code Checks (Continued) M=m..r h..: ..= h L• .. -r .. •c.. . .. Pn. •...Pn ... . , .l bab1,f ..,.®'.a _W e ./o ,a,Y.f i , / ,. . �� . i _.. ..a ° ' 387 M559 HSS2x1x2 .466 0 2 .001 36 P 1 9.425 16.747 .512 .84 2.422 H1-la 7,1 . 7 4> g rra //� „Vie !4:::;;W ', " 1!I 1 389 M561 HSS2x1x2 .621 0 2 .002 0 P12 8.826 16.747 .512 .84 2.832 H1-la 391 M563 HSS2x1x2 .581 34.5 2 .001 MEIN 2 9.877 16.747 .512 .84 2.642 H1-la Ai 11 a.Q;r; M _7b' b 'i�_ .. Hai . �' �,' €M ' '�°�"� `,�1 °a�..°./A �. 3• M 6 HSS2x1x2 ..2 38 2 .002 38>M 2 :.:2. 16.747 . 1 .84 2.664 H1-1 a 395 M5.7 HSS x1 x2 .466 36 2 .1 1 1 1011,11 9.,25 16.747 .512 .84 2.265 H1-1 a 397 M569 HSS2x1x2 .325 37 2 .002 ®M 1 9.125 16.747 .512 .84 2.552 H1-la as : ,'F x 1 �., APINENTATS"Kri51 399 M571 HSS2x1x2 .038 16 2 .003 16 Pi 2 14.95 16.747 .512 .84 2.246 H1-1 b 401 M553A HSS2x1x2 .0 : I 2 .001 0 ©2 :.826 16.747 . 12 .84 1.02 H1-1b 403 M555A HSS2x1x2 .047 0 2 .001 0 ©2 8.826 16.747 > .512 .84 1.021 H1-lb 405 M557A HSS2x1x2 .043 0 2 .002 WWI 2 8.826 16.747 .512 .84 1.02 H -1 q� y 6 741 b Ad •'.fe eEl�Z ab9 aW i 7/77 I ��ffzz7'1/7 ,ter 4., e a. , .. ,� .v.. ,.,.p W �� i; � f " ►w„a a� / - � � /y� °. ��'.�hA�P Q � � �'�. '� .,d/ .Q� �-T. ",i 407 M559A HSS2x1x2 .046 0 2 .001 0 ©2 8.826 16.747 .512 .84 1.02 H1-lb 419 M 61A HS 2x1x2 .0 : 38 2 .001 0 ©1 :.:2. 16.747 .512 .84 1.016 H1-lb 411 M563A HSS2x1x2 .048 0 2 .001 0 ©1 8.826 16.747 .512 .84 1.029 H1-lb b y�r 1' �iY' .. dam' E XIM 413 M565A HS 2x1x2 .077 38 2 .001 0 ©1 8.826 16.747 .512 .84 1.021 Hl-lb Arirrr7Mrgli 41 M •7A H �2x1x2 .0:5 0 12 .002 ran :..26 16.747 .51 .84 1.016 H1-1 b 417 M569A HSS2x1x2 .069 0 2 .001 0 ©2 8.:26 aa1��6.747 .512 .84 1.017 H1-lb 419 M571A HSS2x1x2 .0.• 0 2 .002 0 ©2 :.:26 16.747 .512 .84 1.014 H1-lb sY. .�1 �. m._ 'zfa _..., crr "" m® >1 407 r ''A 1 � �� g3ffi A�,,,,a eve,,,4 421 M565B��' HSS2x1x2 .040 19 2 .008 0 ri2 14.269 16.747 .512 .84 2.202 H1-lb ' it: :3 ,.A �,(s_ � 9 s Z7 1 , off•„ c " <' t " s 423 M567B HSS2x1x2 .040 19 2 .008 0 1112 14.269 16.747 .512 .84 2.201 H1-lb 425 M569B HSS2x1x2 .042 I 2 .006 0 M 2 14.269 16.747 . 12 .84 2.203 H1-1 b 427 M571B HSS2x1x2 .042 0 2 .006 0 pi 2 14.269 16.747 .512 .84 2.203 H1-1 b 429 M573 HSS2x1x2 .069 12 2 .031 ®['2 15.711 16.747 .512 .84 2.271 H1-lb 4 1 M57 L2x2x2 .074 39....2 Q02 1.66p 2 5.861 10.584 .268 .553 2•157 H2-1 433 M577 L2x2x2 .041 39...2 .002 0 ©2 5.861 10•584 .268 .551 2.12 H2-1 .1;,,;OW,r:rirrr Firf7wrtiowf435 M579 L2x2x2 .032 39•...2 .001 EOM 2 5.861 10.584 .268 .55 2.089 H2-1 437 M581 L2x2x2 .064 39....2 .001 9.5...14 2 :.1 10.584 .268 .526 1.647 H2-1 439 M583 L2x2x2 .047 13....2 .001 39-- y 2 5.861 10.584 .263 .491 1.222 H2-1 RISA-3D Version 11.0.1 [\\SULLAWAYENG\Documents\Projects\5501-5600\5512\A\RISA 5512A.r3d] Page 13 Page 19 of 21 Envelope AISC 14th(360-10):ASD Steel Code Checks (Continued) oc...... She-r LoF.. P d• . 'n t /• M a' • ., 441 M585 L2x2x2 .025 17 .000 39••4 2 5.:61 10.584 .263 .48 443 M587 L2x2x2 .029 12••••14 .001 39••••1,1 2 5.861 10.584 .263 .502 1.334 H2-1 445 M589 L2x2x2 .057 9•••• .001 0 2 5.861 10.584 .268 3 1 7.14'�,f:Po "y� 6 t �`" /.os. i.//. 5.3 6,� Y%g ;;14 ,ii : - _ .i::% ,,.:N L T' 447 M591 L2x2x2 .055 39. FINTNIE11112 .:61 10.584 .26: .559 2.307 H2-1 A 449 M749A HSS2x1x2 . 26 10•••• 'i .109 0 1,2 15.957 16.747 .512 .84 1.745 H1-la 451 M751A HSS2x1x2 .422 0 © .006 0 ©2 14.269 16.747 .512 .84 1.203 H1-la tea ,, ` 453 M753 HSS2x1x2 .488 0 © .003 0 ©2 14.269 16.747 .512 .84 2.935 H1-la 4 MariTi .4:8 0 © .004 0 1,2 14.269 16.747 .512 .84 2.019 Hi-la '771017.4.7.7,111:rr: 457 .421 0 Ei .007 0 02 14.269 16.747 .512 .84 Ugligri 459 M759 HSS2x1x2 .317 10••• .011 0 n2 15.957 16.747 84 b,or y.�,„y r�r,,,r ®,md�aw i- ri;a mc/� ;%//y✓� :., ,.� .� ,., ��-<. .�-.�,i/!�i /gamL ..,�f.,.,y�,a� 9 ; "/ $ 461 M761 HSS2x1x2 .351 0 .003 0 2 14.505 16.747117p •84 1.026 H1-la 46 M7. H 2x1x2 .443 0 F0 1 3 0 2 14.269 16.747 .512 /.84 1.959 H 1 1 a 465 M765 HSS2x1x2 .43: 0 00 0 z 4 6761- p 2 .512 .84 tom,.l' . �; K.`7t :,�.;�;Y a.,S� 467 M767 HSS2x1x2 .443 0 © .003 0 142 14.269 16.747 .512 .:4 1.029 H1-1 a 4.9 •' .351 I © .104 1 n 2 14.505 16.747 .512 .84 2.136 H 1-1 a 471 M787 HSS12x4x4 .045 .085 2 ••' 20.387 58.762 1.667 H1-lb �°.n, ,A�n:�_ ,®� ,�i _/i �� A. _/y ,, /l/� � • ° �n � 473 M789 H 12x4x4 .046 0 © .187 n 2 166.314195.:756'+ 20.387 58.7.2 1.667 H1-1 b RISA-3D Version 11.0.1 [\\SULLAWAYENG\Documents\Projects\5501-5600\5512\A\RISA 5512A.r3d] Page 14 • • •� Page 20 of 21 EIMI • www.hlltl. Profis Anchor 2.4.6 Company: Page: 1 Specifier. Project: 5512A Address: Sub-Project I Pos.No.: Phone I Fax: I Date: 5/7/2014 E-Mail: Specifier's comments: 1 Input data Anchor type and diameter: Kwik Bolt TZ-CS 1/2(31/4) �- Effective embedment depth: h,r=3.250 in.,h,,,,,,=3.625 in. Material: Carbon Steel Evaluation Service Report: ESR-1917 Issued I Valid: 5/1/2013 1 5/1/2015 Proof: design method ACI 318/AC193 Stand-off installation: -(Recommended plate thickness:not calculated) Profile: no profile Base material: cracked concrete,2500,fc'=2500 psi;h=24.000 in. Reinforcement: tension:condition B,shear:condition B;no supplemental splitting reinforcement present edge reinforcement:none or<No.4 bar Seismic loads(cat.C,D,E,or F) no Geometry[in.]&Loading[lb,in.lb] Z of 00 22 0.e. 111\ . • • Input data and resutla must be checked for agreement with the existing conditions and for plauaibibtyt \ PROFIS Anchor(c)2003-2009 Hilti AG.FL-9494 Schaan Hite is a registered Trademark of Hiltl AG,Schaan r` Page 21 of 21 11. FIII�TI WWw.I IMLUE — — — — — — — — —ProflSAItCITotr Company: Page: 2 Specifier: Project: 5512A Address: Sub-Project I Pos.No.: Phone I Fax: I Date: 5/7/2014 E-Mail: 2 Proof I Utilization (Governing Cases) Design values pm Utilization Loading Proof Load Capacity p,,,I pv N Status Tension - - - -/- - Shear Steel Strength 587 3572 -/17 OK Loading pN pv Utilization 13,0„[%] Status Combined tension and shear loads - - - - - 3 Warnings • Please consider all details and hints/wamings given in the detailed report! Fastening meets the design criteria! 4 Remarks; Your Cooperation Duties • Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles,formulas and security regulations in accordance with Hilti's technical directions and operating,mounting and assembly instructions,etc.,that must be strictly complied with by the user. All figures contained therein are average figures,and therefore use-specific tests are to be conducted prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore,you bear the sole responsibility for the absence of errors,the completeness and the relevance of the data to be put in by you. Moreover,you bear sole responsibility for having the results of the calculation checked and Geared by an expert,particularly with regard to compliance with applicable norms and permits,prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors,the correctness and the relevance of the results or suitability for a specific application. • You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular,you must arrange for the regular backup of programs and data and,if applicable,carry out the updates of the Software offered by Hitt°on a regular basis.If you do not use the AutoUpdate function of the Software,you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences,such as the recovery of lost or damaged data or programs,arising from a culpable breach of duty by you. Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor(c)2003-2009 Hilti AG,FL-9494 Schaan Hilti is a registered Trademark of MO AG,Schaan 51113 S1V13IN 2N1IWISSIa ISNIVOV NO1103108 1301/108d 'L I 9€V-W1Sbt — 9 £6Sd W1SV 1331S and 93 V311H1 '9 ` ' ini 91-1.909 SIN311313 Wf Nwri 'b 0 31f1S0dX3 HdW 0L 1.A110013A 0NIM '£ NOI103NNOO 1VOIdA1 O O1-130SV:SaVOl NOIS30 'Z 'NM 1V.LOI(z.) ZLOZ 091:3900 NOtS3a 1 30IS 213d(I.) I I ' S310N 1Va3N3O W011OS'II d01(S) I T1VM(ThIHl I I O01d O3OV32IH1'S'S uzi( ----' III tLOl 80 Avn VIOSVd)IOf J /M ( I ) I 11VM f1W0 ONIISIX3 I I I ,may ." -i' 1 ^`s 11VM ONIH38 JNINNb'dS 3lJNtt ( I i � �i ; „IXXXX„£ I I a 0 .,.4 . 1l • I II ilj � 0 0 N 00 • NOI1VA313 0 N ° Z p SNOIIV001 00 O 0 Z:IOHONV w U CD N O (6 cn So 0 cn UvJ , -wi o 0 w 0 (Y W a_ Qcl- oc • • di, a 'I wo-sl :S30Vd '0NI'S312i.SlaNI3NO3OVWI :1N311O c Sr :I33NION3 8ti699 4 1331'0)4d 174OZ-L-S :MVO VM'AVM 1V1:I3033d'SNOWWOO'S 8Z61-9E01#S0000 ONI1 10dS SJIOIa :133f02ld b£SE-LLL-898-1:XVJ 0919-Z1E-898-1:3N0Hd J rI I 1I 3 3 Is I O lv 3 1103'0N3AVMV11f 1SId3OVNVW133f01 Jd LZiZ6 V3'0J31a NVS'09Z 311f1S"GI0aHVN2i38 OHONVM 91.801 AVIIMini Ildi Z la L e6ed 4. — '- 4.- Page 2 of 2 $1J[[AJJJAV 10815 Rancho Bernardo RD.,SD,CA 92127 _ ENGINEERING ► PROJECT: DSG#1036 DATE: 5/7/2014 PROJ. NO.: 5544B ENGINEER: JS CLIENT: Imageone building code; IBC 2012 units;pounds,feet unless noted otherwise Applied Wind Loads; from ASCE 7-10 Pnet=X Kzt I Pnepo (ASCE 30.5-1) X= 1.35 (ASCE Fig.28.6-1) Kam= 1.0 (unless unusual landscape) I= 1 for structural category II V= 110 mph Exposure= c Area= 162 ft2 max. height= 25.0 max p„ = 18.13 psf per= 24.47 min per= -21.90 psf pt= -29.57 Pnet= 10 += 0.9 Check 1/2"Threaded Rods Thru wall w/3x3x1/4"angle on backside Signage Weight= 900 lbs factored weight= 1080 lbs Wind Load= 4790 lbs facotred wind= 7665 lbs l u,anj= 766 lbs Tca ,= 6615 lbs .75(45 ksi)(.196 inA2)=6615 lbs OK Vu,ancher= 216 lbs Vcapac;q,= 3528 lbs .75(24 ksi)(.196 in^2)=3528 lbs OK Combined Shear and Tensions: (Vu,anchorNau)+(Tu,anchor/Tau)= 0.18 s 1.0 OK Use(12)min.for attachment,(5)top&bottom,(1)per side ® °° V 18ry £ w 4 —4mm ACM BULiN E ' 6 ,,...114.• y y 15,I Ir y �, 1.0 u4' TO MATCH DSG EN �, O L 8 - - -- y Ec y a.l ,r y Ea r s �� SEE DETAIL VIEW .: MODIFIED G X 2 tp �� rLw ALUM TUBE MODIFIED G X 2 X.I25 : a 3 ♦ I (PERIMETER FRAME) ♦ ♦ ALUM RECT TUBE ' ►� —'s w v • N. ru I:Iiul r< N. / \ ♦ _ i 1::1 awl a • 4mm ACM BULLNOSE 063 BACK PANEL 111 TO MATCH D5G GREEN N.U u—\ ! ��- III 4mm AGM PANELS WITH ACM PANELS W1iH FINISH i0 MATCH D5G I GREEN I/2'0 X 6'CONCRETE FINISH TO MATCH D5G WEDGE ANCHORS GREEN ♦ ♦ / 50.TUBE(INNER FRAME) I --I -- ,r (12 PLCS) 4mm ACM RETURNS • "p :g,.....' Z TO MATCH D5G GREEN ��p�� T11 Hi© (OODS ♦ a- 900 LBS. 412 -TRIM CAPS 162 SO.P7ll APPROX. I TO MATCH D5G GREEN �' 9 I A5 SHOµrH WEIGHT .. • \ 2X2X.125ALUM \ , ♦ --A. —— DETAI L VIEW SQ.TUBE 1/4"0 LETTER MTG Is HARDWARE ' x y } y MIN(4)PER Lc ItR l ;l 1 • - /, 4MM ACM PANELS OVER ALUMINUM FRAME PAINTED 4. "� / j I 3;'I G'WHITE 7328 FACES L.E.D.CHANNEL LETTERSET I SIGNAGE DETAIL TO MATCH DICK'S GREEN //. 4 0 SCALE: 02'-1•0 /� WHITE LED MODULES // r SELF-CONTAINED 277V • V"° POWER SUPPLIES '• �. .ago Inn 112' I n7 1/4• ,�� 20 AMP EMERGENCY e. 1 2'w.rout MARE .063 BACK PANEL r y r T- ::;.� CUT-OFF PIN ELFSW2001 Z g / 3'.434' y 3. 3/4 s's / 3`9' I! .34°1 / MODIFIED G X 2 X.125 I nk - - - - - ALUM RECT TUBE ? U cg t ♦ (PERIMETER) 1 1/4"0 DRAIN HOLES yi a Si $ ..-----\ ♦ �( MIN(2)PER LETTER \ // „\`\ PRIMARY POWER BY ° WHITE LED MODULES /� t __ I OTHERS FINAL HOOK UP ,N. -� I BY INSTALLER WHERE �� _-3/10 WHITE 7328 FACES a ALLOWED BY LOCAL I \ • • I fIII \ � (II I[ / i~ 1 ` /i \ CODES , / ( , i % j �;f.'�� '�_ .090 FABD ALUM CHANNEL NEL t&- @rj_D2 • • g ' . 94,,"0 MOUNTING'aniUNTING HOLES ,u I (� .ni0-' \ (12 CS) : I 1 \ < \ ,I ) I ' \ • J -�--:.•- 4mm ACM BULWOSE tJ d/ \ / \ \ N. / rorli:Mt,* TO BEINSTALLEDAFTER• --/ —i l_ \ / .- '• WALL IS MOUNTED TO it IV /"-i ,..._...,ma 1`, .....�...`..�; .... ....j � /I, yr ` %... ..,�\ /.- .\ — ...� ~"'J /Y � O VU -r r \ i 1 .46800 i .,' ----'-',',',,-i-L'....-'''..',:e...,,•- 3 SECTION VIEW Al." 4.0 SCALE I /2^= I o r SrCFpr IG3b ntE GpAMO :U[NAL WAY 192A 5.NS COM Y1UONS fe0ERA:WAY.WA.93003 arm Mg -- - - ��p 5caaroxrAas I.2 o.:" A 3.-6,r• of4..3. — ._.— —_.4-3• __... A3„I!T _!F—.IH_ U .L. NOTE 4{5'0 MOUNTING HOLES G.C.TO PROVIDE POWER THIS SIGN 15 INTENDED TO BE INSTALLED IN ELECTRICAL LOAD .. e TYP SPACING IN THIS APPROX. ACCORDANCE WITH THE REQUIREMENTS OF 3 AMPS @ 277 VOLTS "� G3.25l4 TOP/BOTTOM2 FRAMING DETAIL a LOCATION ARTICLE 600 OF THE NATIONAL ELECTRICAL 11.977 .45NM: CODE AND/OR OTHER.APPLICABLE LOCAL ELECTRICAL R.E Q M T 5 (12 PLCS)TOTAL 4.0 =I.0 CODES. THIS INCLUDES PROPER GROUNDING AND BONDING OF THE SIGN. (I) 20 AMP CIRCUIT 11977-4.0 GENERAL NOTES 1.STRUCTURAL FRAMING DEPICTED ON THESE DRAWINGS IS 6 DRAWINGS PREPARED FOR: DESIGNED IN ACCORDANCE WITH THE VIRGINIA CONSTRUCTION CODE 2009 Min - --._ P __AND THE PARTICULAR CODES AS REPERENCEDALTHE.20o2J.B.G.o. ... . IN ACCORDANCE WTTH THE ASCE 7-05 MOM 4/• DESIGN LOADS:WIND LOAD w 011IP BASIC WIND SPEED(3 SEC GUST)V=110 MPH O. WIND IMPORTANCE FACTOR Iw= 1.0 LI �411:1 WIND EXPOSURE=B NW SEISMIC 5s = 129.2% 5, =49.5% 5.=86.1% S•,=49.7% Seismmic importance factor(le) 1.25 Occupancy Category 1 Seismic design category 0 Seismic site class D Response Modification factor(f0 5.0 Seismic Response Coefficient(Cs) 0.123 Basic seismic force resistance system SPECIAL REINFORCED MASONRY �� Analysis procedures Equivalent lateral force method 0 D o h }J � (I I /\ O O 5 i (\ \ 0 Design base shear(v) (Cs'W):0.080W 1\ STRUCTURAL STEEL STOK # JO% I I.AU.STEELSHALL BE FABRICATED AND ERECTED ACCORDANCE WITH THE LATEST RISC'SPECIFICATION FORME DESIGN,FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDING'. • Th E COMMONS FEDERAL WAY 2.MATERIALS: RSfASTM 500 GRADE B ISO! S S . COMMONS W-SHAPES-ASTM A992 C AENSELS,ANGLE E A50T PLATESG-DE AST A36 , M r GROUND PIPE-ASTM A53 GRADE B FEDERAL WAY, WA. 36003ALUMINUM-A5TMMENT-6 REBAR,REINFORCEMENT ASTM AG 15 GRADE 60 DRAWINGS PREPARED BY CONCRETE: 3000psr t, r SOIL BEARING CAPACITY-2500psi BOLTS-ASTM A3251111.1 ► imageone WI3.ALL WELDING BY CERTIFIED EDITION,STRU TU IN ACCORDANCE COD - WITH_WT D I.I LATEST IFIEDWSTRUCTURAL WELDING CODE. pPRAYEO industries 111". 677 Dunksferry Road 978 S. Camino Oro Drive -7-7-- Bensalem, PA 19020 I Goodyear,AZ 85338 ° (215)826-0880 at ©,E (215)826-0514 a w ww . ilind.com I 5tiN CoAtz • , DWG. NO. DESCRIPTION REV. IMAGEONE SUPPLIED PRODUCT TABULATION Aprovekronoi •z.14 I1977-0.0 COVER SHEET 0 QTY PRODUCT DWG REFERENCE 11977-1.0 EXTERIOR ELEVATIONS 0 I ENTRANCE STRUCTURE 11977-2.0 1 1977-I.1 EXTERIOR SIGNAGE STEEL REQUIREMENTS 4 MTG DETAILS 0 D 0 ITf O I VESTIBULE BANDING 11977-3.0 11977-2.0 ENTRANCE SIGNAGE ELEVATION AND DETAILS 0 rn T I 1977-2.1 STEEL SUPPORT TRUSS SECTIONS AND DETAILS 0 0 ccnn illir 1 9'X 18'ACM WALL SIGN I I977-4.0 11977-2.2 TAGUNE BEAM SECTIONS AND DETAILS 0 1 1977-2.3 TOP BEAM SECTIONS AND DETAILS 0 I MAIL ENTRY FEATURE 11977-5.0 11977-2.4 LEG FRAMING,SECTIONS AND DETAILS 0 A Q A I o_ o 1 I UFESTYIE GRAPHICS 11977-6.0 0 I 1977-3.0 VESTIBULE BANDING DETAIlS 0 ? 11977-4.0 9'X 18'ACM WALL SIGN 0 A Q N .__, th 3 COLUMN SURROUND 11977-7.0 .' 11977-5.0 MALL ENTRY FEATURE 0 p 040 RECEIVED 1 11977-6.0 UFESTYIE GRAPHICS 0 0 r71 i 3 o APR 0 4 2014 11977-7.0 COLUMN SURROUND ELEVATIONS 0 Z 0 0 U.L. NOTE11977-7.1 COLUMN SURROUND GRAPHICS 0 0 THIS SIGN IS INTENDED TO BE INSTALLED IN 11977-7.2 COLUMN SURROUND SECTIONS 0 0 14 ACCORDANCE WITH THE R[QUIREMENTS OF CITY OF FEDERAL WAY - 0 ARTICLE 600 OF ThE NATIONAL ELECTRICAL0 CODE AND/OR OTHER AFPUCABLE LOCAL CDS 0 CODES. THIS INCLUDES PROPER GROUNDING V) AND BONDING OF THE SIGN. REVISIONS BY A PORTION OF THE NW 1/4 OF SECTION 16, TWP. 21 N., RGE. 4 E., W.M. NO. ° DESCRIPTION/DATE t :7,7-K. 6M 91-1T-201 i ' "'".) P.. 011 W•41% r .. ,„ ,,, ,,,,,•,, ":54. ,,,,,,,%: ' , ....., „...... , ....., ,,, ,t &S'iot.4WI.:1"* K t,-' i. '.:1110%.....-, 5 i‘Al 0 ° 4; SCALE 1"=20' ^& t J V i'A Y / za' lo' o zo' o• r� = �� • V �� \�i CONTOUR INTERVAL 1' IL— a \A �- HOR. DATUM: CITY OF FEDERAL WAY w — \`:=1 — i �� \` VERT. DATUM: KCAS=NGVD-29 — A 33 ........001 .. ®Y@■.� Z N "U�. w N m0 i w�!!�i l� i� nrr LEGEND Fy3 E -- �. — „T, --y ' .-....._."_.,..,M�, I CONCRETE PAVING t 1O 0 -2 g. c,m3 • I li, a,,° , 3` t Oam U m } i I , ASPHALT PAVING U"LL E — fA i II 3 = HEAVY ASPHALT 3+ 1, 1 /IP \ I PAVING La I o 4 CRACK FILL, SLURRY SEAL COAT AND oa • RE-STRIPE WHERE NECESSARY PROPOSED BUILDING (TYP) ZO -II II PAINTED BLUE INTERNATIONAL 376 ACCESSIBLE SYMBOL(TYP) 6 TAX PARCEL 22400015 a .= PAINTED WHITE"STOP"PER M.U.T.C.D. (TYP) CO 7.00' t PAINTED WHITE TRAFFIC V J DIRECTIONAL ARROW(TAP) Q O M - 1 0 EXISTING BUILDING (TYP)- \ DICK'S SPORTING GOODS U V FINISH FLOOR ELEVATION = 416.34 J FINISH FLOOR =TOP OF CARPET AT DOORWAY I OWNER/DEVELOPER J • BUILDING AREA= 45,012 SF III,_ D _I- COMMONS MALL, LLC r� 18100 VON KARMAN, SUITE 500 J V IRVINE, CA 92612 3� ��I _ - 12J5 BASIS OF BEARING • 5Q g I.,15T8 HORIZONTAL DATUM BASED ON CITY OF FEDERAL WAY 0_ CONTROL. STATE PLANE COORDINATES NORTH ZONE - 6AC' 2.a NAD-83 (91). ' CC F L N • 26.03' �f_ 1os+' BENCHMARKS 0 0 ■ • H.80.00' VERTICAL DATUM BASED ON CITY OF FEDERAL WAY CONTROL0.. I y �I. - MONUMENT FW144.TOP OF MONUMENT INSIDE CASE LOCATED % /� �� L -' .I; IN THE CENTER UNE OF SOUTH 320th STREET, 0.20 MILES /J i �% / � � i� EAST OF I-5 OVERPASS. ELEVATION = 462.93 (ft) NGVD-29. A/ 7///, 4,A'.Ai. ,Ir. Mail al T.B.M. O v/ '•7//////// IL ////WAN IAA 1.1041 ■® ��®s sr • ri: l• TOP N.E. BOLT OF SIGNAL POLE BASE LOCATED IN THE S.W. �!!k�■ie!■i�s 29 ARCS L 62S CORNER OF 23rd AVE. SOUTH AND SOUTH 322nd STREET 6.OD, 20.00' \1 00\ \ S 800 �29 TAX PARCEL 7622400025 ELEVATION = 412.21 (ft) NGVD-29. r 9.00' LP rl (TTP) 18.00' _ _ �% 0 3 41 I o. 1/ � Q g AW'�_ ; *: CONSTRUCT �� --fir bZI 6 CONSTRUCTION IS WITHIN THE VICINITY OF A HIGH Ly {D7 VOLTAGE POWER TRANSMISSION UNE CONTRACTOR ,_, 1800' /L` 1.., S/C" /S SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES / 1800' TAX PARCEL 7622400010 •// WITH PUGET SOUND ENERGY. 20.00, 0 °O : e6-m9-mzG DWG.NO.NAME:In C3- ` \\ \ \ �' p■ DESIGNED BY: FHB 3 _ — 0 4 r- PERMIT NO. 13-105199-00-CO DRAWN BY, DK a24.3fi 11 _ CHECKED BY: Eo �� //� �(/ir'0 CALL 48 HOURS CITY OF FEDERAL WAY DATE OF DI-„-YD,{ BEFORE YOU DIG PRINT: APPROVAL DATE • E 811 C3.0 SIGNATURE 5 cF 9 SHEETS GU x LI3 -yu' , c \ f 0 ' 1 ?boa I )( 7) -6 :-..7 D 2G O � 49'4'(BEWEEN COWMNS) �� / 0) 7 m M. 48'-10(STRUCTURE) 36 t •/ w r ELI 28'-3 7/8' CO. o 3k A ^ •)5 2 •D■�] 0 lk 1 ' TOP •RY N� .- 1. 6 aim,, TOP OF STRUCTURE ��`�1'r' / rA��/'� J .1 ,t r-yit . gIEL ig_ r f I A UE11VL=�111VU 1 4 I 40 ••:-. -1 c_::::: ill=ral Mahn no Iv —1 IF 4._ -....tei vow [-Him •......., er--,-. 1.• am. A 1 r3c.,('-' VESTIBULE BANDING V 0 5EE SHEET 3.0 •-DETAILS CTURE DET•- •1 w IP ( 041- pt 01 o,a ® FRONT ELEVATION Snfr c, 61(4 1 MORN SCALE: 3/32'=1,0. n • 1 ZZ O Oa VVVVVVV �j.Gj _ 5� w (0\ 54A"-- 3(09.5g u 9\4@, . sA-p: 1(e 42 si 5, • 162 SQUARE FEET 9'%18'WALL SIGN SEE SHEET 4.0 FOR DETAILS a() 12 �'�(, Kmot Ei•a © S., I�\�) E��r■A z ,1 '�.F SR.i .y. `h `,.`� T as Q Q_ dinIA1H21 1�2ET , , ,I�r' -1_ e <1 a " a s imda ` a a ? t? iit!t rt Q , r , ,,,, . a ,r' / Q, ir uuuvuuw,MNNBe-riacR4@INi 88 - war �� ` S 24,1---LuimiR8888 �sssE iDMOi iC 3.1�ii0&ia &ilaiiiii&iii iii gt Y iiii1 sreea`� R �aP; :Ega Eligii---- 5 i /� c� 14 \ 401 =RAc%r;!.�74.,gggbqq��.yyR=,ppl��egg5�;11gJ rill b�rp�wy-a�m--a s _ o ooe o - - _ Y i'.9;+.FWY.rP`."d' �i iiYd�d'ddifkii �� 5 ' IIIIIIIIIIILIIIIIntii J AN Ali � � al _ IIIII nl�ll ri1 no- =___ _ k o(�? + a� aa�*,yea*�¢¢*¢�e.1 �.� 8iii 0 I i __z__s e I /I a I207I-o4 ® REAR ELEVATION °�"" maw 0 . 1 (MPS SCALE: 3/32'-1'-0' STONS if 1 FEDERAL THE COMMONS®FEDERAL WAY 1928 5.COMMONS FEDERAL WAY,WA 98003 ELEVATIONS %Awl Err GDB w�03.24.14 x0e-1---- SCALE II-977 05 NOTED P. DMWNC xu�9A 11977-1.0 • .. \6t."..\ 50..... tzal a 2_5 ,, 8 CHANNEL LETTERS ix TOTAL: I ..,- . ai . FT. fq e Qsi / ... _ .: _.... 28'-3 I/4" / �h CO (11 0 `7 c- .lc' / 4'-7 1/2" / / I'-I I" / / 4'-7" / / 5'-1 3/4" // 3'-5 1/2" // 4'-7 1/4" / ,s?._.______v- z '',1 Dc.z-•-) , \...7 15.25 � ei----: il 31 .5 5Q. FT. 5Q. FT. 26.84 5Q. FT. 30.43 5Q. FT. 26.83 5Q. FT. ♦ O f . 0 0 w i•o ievv r o eft fie;C• i'. O E0 ♦ 16.34 5Q. FT. -1 .1(0 ♦ I . ` a"1, -, - - k r\ + " '25.90 SQ. F . ' 13 I _ 7 ! - 6.79 5Q. FT. 310 1 Ir . J a 4. ,, c..., c_________„, ED rr------ t ) ,t, , _...,L.-- , 1110 / / / // / ,, / /4" 0" // I'-I I" // t' I I" I' I0 I/4" 07 I'-9 I/2" /I 1-9 1/2 1 -8 I -1 I 1 9 1/2" / 1'-8 1/2 I -10 1/2 / 2-0 1 2- �3 7 1/2" 2'{ Z5 `? 22•2`S 2i, 5 / 15' I I I/4" / / / 10'-4" / DRAWINGS PREPARED BY DESIGN AND CONSTRUCTION DOCUMENTS AS \/I 11 Q IV DRAWINGS PREPARED FOR: gNWN BY DATE JOB I 5� DRAWING NUMBER 677 Dunksfeny Road I IN (215)826-0880 NSTRUMENTS OF SERVICE ARE GIVEN IN CONFIDENCE REV DATE DESCRIPTION BY GDB 02.17.14 2'=I'-0' AND REMAIN THE PROPERTY OF IMAGE ONE IND. LOCATION DRAWING TTna i m a g e o n e dl Bensalem, PA 19020 I A (215)826-0514 SE THE U OF THIS DESIGN AND CONSTRUCTION DOCUMENTS FOR PURPOSES OTHER THAN THE VARIOUS EXISTING FLOURO DSG- 14.9 SPECIFIC PROJECT NAMED HERE IN 15 STRICTLY Industries 46 www.i eind.COm PROHIBITED WITHOUT THE EXPRESS WRITTEN CHANNEL "^`Z7""" CONSENT OF IMAGE ONE INDUSTRIES. LAYOUTS 4'5• 4-'-451L4 [t d 5N :aN. COLUMNS) 4'-0' ! : • ' STRUCTURE) 349. 0. FT 3/8'0 BOLTS Ln F FIflD Illl __ 75 2 x R1B5 TUBE 2 X 1 FRAMING — p r e g I , 9 INSTALL SEED 4mm ACM PANEL WITH—. f - ''�-- FINISH TO MATCH DICKS '.I■i�MI: ■1 OF BEAM GREEN W ML♦ 'IU�a1 ` �E I- TASSEI.IBIEDTO m g to . _� I l AT INSTALL (2)ALUM L 2%2 la` �,� O I SLEEPER /!� _ NTERNA YIN�MINA� 52x I RIBS `v a i�= ( I E m0 r '�;I�.I— II LnANNEiIETTEPs 41� /1 REMovaBu PANEL T •�►�� ►�A FORINSTALL IVb \ill I' I ©1IO STEfLTRU555HIPI ® si ; IN(2)FIECES,ASSEMlilli) AT INSTALL,SFJNNED i I� APIp4 ... VDICKS GREEN PANELST IIc- � WHIP COILED ON THE BACK OF'DICKS.LTR ■I�ry ��;;; QA O'fRU55/B'GND-8907 IBS. AM—M{j'I I 1 1 I I I.: ®TOP BEAM -1038 LB5. CONNECTION TO THE BAIL LOGO.ROUND THRU HOLE D MAKE 1 �� iI, I \ / II �`— _ ®TAGUNE BEAM =I518 LB5. WNNCCfION AND 3)8'All THREAD VE BACK PANEL FOR ELECTRICAL / I� '>v' G.C.TO SUPPLY CIRCUIT ®LEFT LEG -551 LBS SUPPORT _. IIT +I I O �� Co) l �] ��O��O� D\�� I I IN THIS APPROX. ®RIGHT LEG =551 L65. 4 W PANEL FINISH • I \J I - /1 }t LOCATION TOT- 5,000 IBS. TO MATCH DICKS GREEN u+ ''11 ONO_zovN s.F) T8 FLUORESCENT ((YP FROM AND BACK) \, I6I�I ,I .{ APPRDX.TOTAL STRUCTURE/SIGN WEIGHT N. -NDR;11,121155 b 1RL#45EMBICD RIM IfB.b MILL BE IXCWpm IN MOW.AND WILL NOT N P511RRED nnRlureD nrevs F.,nPrm uwsEl MOGI CI I BOTTOM BEAM © INTERNALLY ILLUMINATED REMOVABLE SERVICE PANEL I O nFt an 51-12,Draw 'T LAID _ = u ASSEMBLED TO TRUSSIMF TAGUNE FOR ELECTRIC ACCESS r2 •SrucE OMB TBD T5 3 x 3 TRUSS BRACING q: I SEEDETAIL►6 AT INSTALLn NnweME Teo SEE DETAX/6 F4 Nue:r4aB5(Tor rem) TBD I' � 11 re LIFTING naE mvrn(mr ewe) TBD rG WD CAM ROPNAMI 8BD • r 121 re 622 FANGS RORDM 0Lw1 TBD ND CAPS(837012 Mkt RD I: I': .\� ,,IJJ ~ r o 15 �cecDKA OAFS reAcx�srn)Nm Dcwuvi RAIN 4 PER LET Fa 1 11..1/11-11 nrms22 INK, MAr� RECO ON,If ,� n - CD rll 4 545MNIl SlL TW69 . (` N-ATSx Tz'W) iwiv6 1.1 OF 61852 It 1 eE lxawED m ASSMeIY. /8 X3/4 CSUNK 5M9 a ,�I Q `tl, 1 sEERrns®DuwmESB MOWS FOR ru-Aswnlm rwss AT 18'0.C.ttP w If / I_® =1 II rvemvu,EN 01V MC 3116'MR LIXAN FACE—�� , ,1.., mmoral DsCE flATlaoavxc�.w orr rrrzronwrnox II / 4TA' 1; A sFua MR 24 24 �zs Tblo NUT l¢eoiT 1, ^{({I III 24 .25 TM LOCK WASHER fl?. `:[ 14,' I1 4B .25226 MT WASHER FW Ie5T5 A5 RFWIREO IIl� „ 1 e , kk 1 B MGLMS)0f wSxS lb IDx T00.T 1 B A1257b10NUT 7 Z LIT- " 1' - B A325'lA LIJf>.WABnR R-p I 16 AB25)A ML WrSHER O F 111 \ 1' TOMBSTONE SOCKETS AS a IIII I' I 1. c MATCH MA.AT COLUMN 24 A525 S1410x TBDET _ I f 1 2.Aszs,M as M s n REao N I11 1 24 A92554 MT WASre �I 6 moo METAL RETAINER PTD TO • II L" FOUNDATION INFORMATION AND MASONRY TOWER SHOWN FOR REFERENCE ONLY ACTUAL w1 {' j D MINIS AT ewe smog 24 Aslex)IrreoU MATCH DICKS GREEN Y� IF, i ifnflI 24 551/0 I > - - ;/M `TI FOUNDATION AND TOWER DESIGN,ENGINEERING AND INSTALLATION BY OTHERS. yr5 �I 4D 30 MT WA"°° — . AIllM RETURNS II ,~ .. I _ roF BeAw 24 2-1345 WW2. PAINTED DICKS GREEN I, I/TOWHD NM lu I24 12 Mrw.5119 E 24 In)aawexea I/4'0 DRAIN MIN(2)PERLETES. .�IJ� Inmmeveou ,,.� MIN f21 PER LETTER 1 r ENTRY STRUCTURE ELEVATION 24 12.15Nc u aAD 1,„ \ o ® m 1n-15Nse12•ALL TOM. .� 4 12-Is R CT...AO 15 AMP EMERGENCY LL1TDff `11\ TG I.MTW.1115. T5 12 X 4 TRUSS 1 YAI F: Iµ'-I'-0' �'" .- 24 I2-ISWIrLI11G IEIR SWITCH.TYP®EACH ' 1G 12 NM LETTER. ce 3, I/2.0 EXPANSION ANCHOR(2X) 3/0'0 BOLTS CIEACLEARANCE �C J(/�\�� COWMNS TO BE STRUCTURALLY TIED LEG -- I Q TO BUILDING BY G.C. TYP® —I i m1� ■_ T5 2 X I RIBS I -♦ •- Ll © 4'$' MASONARY BY G.C. a LOWER lµ 2-6 (I 2)7/8'0 X T LG. ROUT®AND PUSHED TUBE 2 X I FRAMING 0 1) xI (REF.5EE ARCH PLANS) O �� CONNECTION A325 BOLTS O V PL 3/4k234 15'BY G.C. 'II�,�I { STEfl TRU55 TFIRU WHILE COP! m ACM PANEL WITH n 'Ie w FRAMING TBftWRFSLBIT I 4m „F-� ymH{� 6 § LIGHTING AS REM FINISH TO MATCH V ! r F I-r, MOUNTING BRACKET BY IMAGE ONE. ` ICON I y DICKS GREEN PANELS t`• ° ° •I2IPLSCf5 TRUSS SUPPORT ASSY DETAIL 4ACMPANELWTH—SCALE: I'=I'4) FINISH TO MATCH ALUM L 2 X 2 X.25 I I U�j ? I I a DICKS GREEN FRAMING I -• k==# ——I — II BASEIUTE FAUX BASE PAN 2k20kIG' / A 5 ¢ I 1 DBF� e 4 4_ 1 1 — -T— _ — 1'a'PIER 12X2 L2X2 _ Vu sTDeou f=--* r 1- I \ 3/8'0 BOLTS lir ___,1/4 ! g AND COLUMN `.▪ 1 1 I J • 1 I I '. �� 1-6' 1015..CP54Knali M.I.5 As e 1 I I f{ g Ell SECTION VIEW.. T5 12N4 STRUCTURE FRAME � �II SLA/U. I.=I'-0' r s. LEG Li BY IMAGE ONE .mc 111111 �E.�[.� -COµ U . L. NOTE I (217/e'0%7LG.A325 BOLTS STORE/1036 N. ALUM 3 FMNTEDFLHD SCREWS THIS SIGN IS INTENDED TO BE INSTALLED IN THE COMMONS®FEDERAL WAY 3'^ -„ I' I/z'D AumREAD(aq) TAGUNE BEAM ACCORDANCE WITH THE REQUIREMENTS OF 1s285.COMMONS ! t :, 1 . •'+ -(6)3A4'0 X 2 I/2'ICI.A325 BOLTS 1111 ILVELNG BOLTS glia ARTICLE GOO OF THE NATIONAL ELECTRICAL FEDERAL WAY,WA.98003 LILM CODE AND/OR OTHER APPLICABLE LOCAL °""•"'", 5T®.COLUMN FRAMING AND STUBOUT BYG.C. ,'" �, /� �� /� �� `"� 083 AL CODES. THIS INCLUDES PROPER GROUNDING ENTRANCE STRUCTURE AND BONDING OF THE SIGN. MouMING AND FABRICATION a OUTSIDE OF BLDG. ....'..I•'.:. ?..' ———— SECTIONS AND DETAILS (PARKING LOT) ® v _ -- EKSLREWS ELECTRICAL LOAD ALUM LEG \ oRN ODD (WE ALUM 8�:, ,, ,I• 23/4' 13.77 AMPS @ 277 VOLTS 4Dx F SME ELECTRICAL REOMTS 977e AS NOTED ®STUBOUT/MOUNTING DETAIL . PIER/LEG MOUNTING DETAIL 0 DRAM"°"D"ACM LEG ASSY DETAIL ® IS0 VIEW . 1 (4)PLACES SCALE: I.-I o• 1 12)Puce SCALE: I'-1'-0' 1 (2)FMB SCALE: 1'-1.-0. 1 SCALE: NTS (I) 20 AMP CIRCUIT 11977-2.0 E / 4210'0/A / S Tn / SECTION / SECTION / SECTION / SECTION / C .� o A 1 O Om 1,25/2 14' 3,1 Iµ -0' 3,1' I' 7/8' 3'•0' 3',2 22 3'-2 2'-IC 5/3 3,2 22 22 - 20' I'-070 21' 3'-I I/4' 1,4' 1'25/8' — yp GB RIB RIB / RIB RIB RIB RIB / RIB RIB / RIB RIB / RIB RIB / RIB / Re RIB RIB RIB RIB CR 13 py CA w 81/2 r r rall2 -g,TQ CUTOUT IN TOP ONLY OffCXR IN TOP ONLY E C @1 N ♦ ��T-- TIC —1'� rti]E]1[ --,�I•+- F �1I�,; —I'1I�,; T 'IT ! tp 1———Ne, ;0,,,!I 8 1G J IIIl — �1•L— . --— —� --�— — — -- -Jl� J 1LJ_ L — • GbL 5/8e mRU ALDM RYPI I'-05/2 _ / ,r-1 I/2 JJJLLL /1-a2- J'-1 I/2/ /rv5/8' I / 4'-15/8' / 4'-1 I/2' / / 2'-51/2' // / 4'-1 I/2 / 4'-I 5/3 T-2 7/8' 7-3 I/2 7-3 I/2 T-2 We"/ / / / / / 8-8 7/8' 10-5 I/2 I O-5 I/2' 8-6 7/3 / / / / r / / 1/2-7 I/2 / / 13'-7 I/2 _ ___—, ® PLAN VIEW Ark SCALE: •2'-I'-0 TED CONNECTION 421 BOLTED CONNECTION Itir 40 -- �r it 4 11 4 4 i iI N — —I1- �r II II I II II II II I II II II II I II II II II 1 II II u I (1" EillI O I ) O 1 �.11 O I 0 11 1 T II� — rl 11 d T J� —I 4. , :111- BOLTED CONNECTION w I_ MAKE FRONT AND BACK FACE PANELS / 6,C) III REMOVABLE FOR INSTALLATION MAKE FRONT AND BACK FACE PANELS Z o ®TAGLI N E BEAM DETAIL REMOVABLE FOR INSTALLATION 0 a SCALE: I/2-1,7 NOTE; BEAM TO BE SHIPPED IN(4)SECTIONS --N 0 ) / / 4mm ACM PANEL WITH 1/2'O ALLTHREAD W / I I' / FINISH TO MATCH DICKS IL 1. GREEN IS 12 X 4 ABOVECo w 1 w 4mm ACM PANE WITH o ♦ ♦ ♦ L_ 1 \ r 1 .�_� FINISH TO MATCH DICKS §} i r I - 2X 1 TUBE . FRAME I 2 519 r3i/ 3" / / TIP 'vP I/2'0 HWARf TO FASTEN I BEAM TO TRUSS I. FLATHEAD FASTENERS I FLATHEAD FASTENERS I @() I Q \ — PAINED DICKS GREEN PAINTED DICKS GREEN \ It I/213 COUPLER NUT OIL © 18,PLACES 1 9 'ID'��► n©�I� ROUTED AND PUSHED ,------ I Nee C SREAD TO LEG V /-'4mm ACM PANEL wrm I — mRU WHITE COPY T81 PLACES —� rt� FINISH TO MATCH DICKS SEE SHEET 2A FOR v 1 GREENy/ I DE a s (2__E) S7 RII D LoS I a llU 2 x I rs SUPPORT G W 11 4mm ACM PANEL I \ ♦ La um .a �w,.5� w,. 2 X I TUBE FRAME FINISH TO W1BTO MATCH DICKS � 2 X 1 TUBE STORE A 1036 FRAMING THE COMMONS E3 FEDERAL WAY 1 928 5.COMMONS 2 5/3L 2 X 2 FRAMING TYP 4nxn ACM PANE WTH7 I FEDERAL WAY,WA.58003 / KNISH TO MATCH DICKS on.xc GREEN m ENTRANCE STRUCTURE — TAG LINE BEAM • s z xiNc , 2 x I TUBE L 2 X 2 STL SECTIONS AND DEraLs I 1 i J Imo;MEMNi FRAME (1 8 REQUIRED) • w / 1 / ix 5 / 1 0' / DRAWN BY Jam'GCB p�03.24.l4 A I�" SLUE SECTION VIEW ®SECTION VIEW MOUNTING ANGLE 977 AS NOTED till END CAP DETAIL0 SIZE: 1 12-I'-0 2.2 VIM: 3-I'-OL DRAWING NUMBER SCALE: 1 I/2-Fa SCALE: I 12•-r-o' 11977-2.2 E / 0 / N a �j� 4mm ACM BULLNOSE pp N o - -0 I/a / / 5-1 112 / / 1-0 ua / \\/ J[TO MATCH D5G GREEN j w0 •L g • EO u'-I 1n Ea !� --y L / W �' `.`My s / / MODIFIED 6 X 2� n s �f N / re3u' ALUM TUBE `� Mi. / � �� 12) �\ (PERIMETER FRAME) \ O 1� SEE DETAIL VIEW \ \ ,. 'Hulse' ODIFIED X.125 �� E 13 a 1 9e.161 mA rI �; —yA i�,• 063 BACK PANEL y� � i 0 1 " 111 p`� 4mm ACM PANELS WITH j 4 a \ i FINISH TO MATCH DSG I ! �� 4mm ACM BULLNOSE L GREEN TO MATCH DSG GREEN s \ / 2 X 2 X.125 ALUM • • I 4mm ACM PANELS WITH \ \ SQ.TUBE(INNER FRAME) I I/2' I/2'0 ALL-THREAD a : 6 /2 FINISH TO MATCH DSG \ n -1 �j Tr NON-CORROSIVE ►� / GREEN L[ @ R ll Ha s©© 9) (12 PLCS) • \ \ 900 U35. II 4mm ACM RETURNS 162 SOFT APPROX. TO MATCH DSG GREEN AS SHOW WEIGHT i -TRIM CAPS �\ DETAIL VIEW I TOI/4"0 MATCHLETTER DSGMTG GREEN 5 LLI� x 2X2X.125SQ.ATUBELUM , • 4MM ACM PANELS OVER I HARDWARE ALUMINUM FRAME PAINTED ( MIN(4)PER LETTER L.E.D. CHANNEL LLI IERSET TO MATCH DICK'S GREEN , I. I 5IGNAGE DETAIL % , —3/16"WHITE7328FACES 4.0 SCALE: 1/2•= r a 1 i' WHITE LW MODULES i• -� SELF-CONTAINED 277V m • 17-II ur POWER SUPPLIES / PERIMETER FRAME / IT-7 1/4' / 2 SO.TUBE FRAME } Z ( Z O / 3-4 3/e' / 3'-03/4' / 3'-5' / 3'-9 3-4 1µ' / MODIFIED 6 X 2 X.125 • I' 20 AMP EMERGENCY a ALUM RECTTUBE (PERIMETER) .063 BACK PANEL I CUT-OFF P/N ELFSW2001 -2 \ \ I _ -. - - ' - - - - - - - -� o • iti L a / I/4"0 DRAIN HOLES 5 1n / MIN(2)PER LETTER (L ) PRIMARY POWER BY WHITE LED MODULES o •\ / `N OTHERS FINAL HOOK UP BY INSTALLER WHERE ce ALLOWED BY LOCAL 3/1 6"WHITE 7328 FACES / CODES - 090 FA8'D ari) 1 / ( • • ALUM CHANNEL 1 ( Y , "+ (I 2 0 MOUNTING HOLES a (12 PLCS) < av �J \ o r N Rn V g I. — — — —\ I — ° '� I I / I • ° 4mm ACM BULWOSE a Q TO BE INSTALLED AFTER a SIGN 15 MOUNTED TO gII 0 /F�ALL GU �� ) 1U1 \ ( �CO ((17-- )) Cc� 3 SECTION VIEW 4.0 SCALE: I uz°=ILO" I \—s- I LocelloxSTORE/1036 THE COMMONS @ FEDERAL WAY 1925 5.COMMONS \ / . — - — \— J — \ -. — _ — __ — (_ — . fawn. WAY•WA.SIGN > ` 3X Id ACM WALL SIGN / 1'-2 1/4' /- 3'-6 1/2' / 4'-3' / _ 4,3' / 3'-6 I/2" / _ /1'-2 IM' SECTION AND DETAILS a. 0 . L. NOTE 9/6"0 MOUNTING HOLES G.C.TO PROVIDE POWER THIS SIGN IS INTENDED TO BE INSTALLED IN ELECTRICAL LOAD ACCORDANCE WITH THE REQUIREMENTS OP GDB 0325.14 + Ty?SPACING FRAMINGARTICLE GOO OF THE NATIONAL ELECTRICAL IN THIS APPROX. 3 AMPS @ 277 VOLTS TOP/BOTTOM 2 DETAIL LOCATION CODE AND/OR OTHER APPLICABLE LOCAL FI 1-977— AS NOTED (12 PLCS)TOTAL 4.0 SCALE: I"= I'-0" CODES. THIS INCLUDES PROPER GROUNDING ELECTRICAL R E O M T S •" " AND BONDING OF THE SIGN. (I) 20 AMP CIRCUIT 11977-4.0 43'-4"± A.F.F. TOP Of MASONRY 11-4- 42'-0 - A.F.F. TOP Of STRUCTURE 0 VESTIBULE BANDING SEE SHEET 3.0 FOR DETAILS ( EVATJOK 1 '2 ') REAR E L VAT 1\4 1.0 (SOUTH) SCALE: 3/32' = P-O" 4c)'-4" (RFTWFFM rni I INANII:i) 5EE SHEET 2.0 FOR ENTRANCE STRUCTURE DETAILS R all . . . . . . . . . . Zz 0 0 LLJ Ld 0 ry A' N 57�'U ClION A5 "".1 : :N5�RUHM,.�_NT5 OF 5l.*.F`,VV_AE A�T GiVF.N IN 0-NfOE.-m-T A'\�.'; OPEK : T CT 511x("Nl AN:Dt DOCUMN i", LOCATION STORE # 103G THE COMMONS @ FEDERAL WAY 1928 5. COMMONS FEDERAL WAY, WA 98003 DRAWR UbM I I LrU VATION5 iffy C U y 0 F FE 10), -EE DRAWN-I;Y-- DATE GD5 03.24.14 JOB # SCALE 11-977 AS NOTED DRAWING NUMBER 1 1977-1 .0 0 SECTION (PLAN) (AT COLUMN) 5CALE: Ill= 1'-0" 4'-8" (COL BY G.C.) Q� U— (F U— 4'-8" (REF. HE ARCH DWG5) NEW T5 6xGx 114 (HI) BY G.C. (V. 1. f .) TY'/ 1/4 49'-4" [HOLD] (BETWEEN COLUMNS) -COLUMNS TO BE 5TRU CTU RALLY TIED TO BUILDING BY G.C. MA50NAPY BY G.C. NEW T5 5xGx 114 (LO) BY G.C. kqj.!.F.) NEW H55 9x5 MTG STUB BY G.C. (V.I.ff.) (REF HE ARCHITECTURAL STRUCTURAL DRAWINGS) - PL. 3/4"x23"x 15" KEEP FLUSH WITH BRICK BY G.C. 3/4"0 TRAP NUT WELDED TO BACK Of PLATE BY G.C. 4'-8" (COL BY G.C.) is IN LLJ U QD ti 0 t J ....................... u_j M LL CD NN 0 m 0 �u U QL_ C\j 0 ......... . d lk\ I r"l MOUNTING PLATE DETAIL OYP AT 4 PLACES) 5CALE: 1 112" = I' -Oil 3/4"THK PLATE 5TEEL A3G 3/4"0 TRAP NUT WELDED REAR Of PLATE (TYP) H55 9x5 WELDED ALL-AROUND @ REAR Of PLATE (TYF) 7/8"0 HOLE FOR 3/4`0 THRU DOLT (TYP) m H I V/ �T Al T J _--- COLUMN SECTION 5CALE: 114" = 1'-0" I Ing- .............. IS m Zz 0 LL C) U) LIJ 0 Ld 0 LIJ U :: U_ j. .EN-5 N5: tplt N I" EN IMA-GE IDNE: LOCATION 5TOPT # 103G THE COMMONS @ FEDERAL WAY 1928 5. COMMON5 FED. DRAWINGMjMt,9ULJV1J1 I I ENTRANCE STRUCTURE STEEL COLUMN 5ECTIONS, AND QTR19TGFA-;F" ' 40y 49'-4" (DISTANCE BETWEEN COLUMNS) 4'-8D j 1 311 46- 10" (O.A. WIDTH Of STRUCTURE) 349.G I 5Q. IT 3/6"0 BOLTS 0-oil 30- 1 Oil ol A5 5HOWN 28'-3 7/8" EQ. FIELD CUT AND i'--A5T,PN T5 2 X 1 RIBS TUBE 2 X I FRAMING T\) 41 @ INSTALL SEE DE I AIL#7 4mm ACM PANEL WITH 31-711 4'-,5 1 /5' 0 FINISH TO MATCH DICK SEE DETAIL#5 .01 1* -7 1# — GREENcn TOP BEAM cn 7 ASSEMBLED TO TRUSS (2) ALUM L 2 X 2 ATINSTALL SLEEPER Lu CD rx, 0 T5 2 X I RIBS, INTERNALLY ILLUMINATED CHANNEL LETTERS fl- -' 7 FOR INSTALL T5 2 X I @ EA PANEL SEAM u 4-0" ACM PANELS, W/ 112V ALLTHREAD Ly 2" RETURN BENDS ciz P:) 0 f__ Lu f I N 15H ED TO MATCH T5 12X4 TRUSS 0 I CZ L2 0 Ld L3 DICK!5 GREEN I( 1/4' RAI 0 cz 3 Lu 6s jgg 1 112"0 WELD NUT 7- I 0'5TEEL TRU55 5HIPPED PEI- I 2.0 z IN (2) PIECES, ASSEMBLED o :D T5 2 X I EA PANEL SEAM AT INSTALL, SKINNED W1 APPROX. WEIGHTS (5) PIECES SIGN INSTALLER TO FEED ELECTRICAL r0l D10�5 GREEN PANEL5. SIGN INSTALLER TO A_L)bLME3Lf_ WHIP COILED ON THE BACK Of "DICKS" tM (D I O'TPU55/ t3'GND = (5907 L55. SR LTR BACKGROUND THRU HOLE AND MAKE N Q)5 TOP E3f-AM = 1038 L55. CONNECTION TO THE BALL LOGO. Mix — --------- Q TAGLINE BEAM15 18 L55. REMOVE BACK PANEL FOR ELECTRICAL Lf-I'T LEG 55 1 L135. CONNECTION AND 3/8" ALL THREAD LOGO G.C. TO SUPPLY CIRCUIT SUPPORT 4mm ACM PANEL lu Lu I 71 ED ED G-I/ Lo— (0) IN 1HIS Art-'KOX. UD PIGHT LEG 551 L LOCATION TOT 15,000 L135. T8 FLUORESCENT 4'-0" W1 2" RETURN5 fINI5H TO MATCH DICK!5 GREEN r - 1@1' N (INCL. 20% 5.f.) JYP FRONT AND BACK) FR APPROX. T01 AL 51 KUCI UKL �,'DIGN wriGri 1 *NOTE; If TRU55 15 PRE -ASSEMBLED THE5E ITEMS WILL BE INCLUDED IN ASSEMBLY AND WILL NOT BE REQUIRED FABRICATED ITEMS (SHIPPED L005Q ITEM QTY DESCRIPTION DWG# d BOTTOM BEAM INTERNALLY ILLUMINATED REMOVABLE 5ERVICE PANEL fl 4 SHELF BRACKET TBD m Li (DD TAGLINE FOR ELECTRIC ACCESS f2 4 *5PLICE PLAT15 TBD A55EM13LED TO TRU55 2.0 T5 3 X 3 TRU55 BRACING C\l Lu u 1`3 2 FAUX DA51f PLATE TBD 5EE DETAIL#G AT IN5TALL TBD 3 f ILLER PANELS (TOP BEAM) SEE DETAIL#G f5 2 LIFTING HOLE COVER (TOP BEAM) TBD Lij L3 fG 2 END CAPS (TOP BEAM) TBD f7 I (D 3 fAC1 PANEL5 (BOTTOM BEAM) TBD —J, lu Lli 0 f8 2 PA u z END CAPS (BOTTOM BEAM) TBD (MIN 1/4"0 4 PER THRU B OLT TTER(TYP) 2 END CAPS (BACKGROUND) TBD0 ) DECORATIVE CHANNEL DETAIL#7 I 4,f 10 13 W1 INNER CHANNEL (I 0') (THIS SHEET) T5 SUPPORTS W1 (2) KEW ONLY If 5`0 SWIVEL 5TL. CASTERS IF 1 1 4 TRU55 15 SHIPPED (4`5Q.T5 X 721G.) IN HALVE-9 NOTE; If TRU55 15 PRE -ASSEMBLED, 50ME Of THESE ITEMS WILL BE INCLUDED IN A55C-MDLY. #8 X 3/4 C5UNK SM5 c\j 4 5EE REV!5ED QUANITIL5 () REQ'MNT5 FORPRE-ASSEMBLEDTRU55 AT 16" O.C. TYP HARDWARE REQUIRLMENT5 3/1 G" WHITE LEXAN FACE 2.0 CONN DESCRIPTION Of CONNECTION QTY PART DESCRIPTION R 4 A SPLICE PLATE 24 A325 7/6-10 X G 1/2" BOLT 0 471-811 V 24 A325 7/8- 10 NUT 24 A325 7/8 LOCK WASHER BALLASTS AS REQUIRED 48 A325 7/8 FLAT WASHER b MOUNT SHELF 8 A325 7/8-10 X 7" DOLT 0 r. 6 A325 7/8-10 NUT 8 A325 7/8 LOCK WASHER J16 A325 7/6 FLAT WA5HEpl _ TOMBSTONE SOCKETS A5 I t MACH PLATE A COLUMN 24A234-10X6BOLT C /, R 24 A325 3/4 LOCK WA5HER 24 A325 3/4 FLAT WA5HIfP\ METAL RETAINER PTD TO D JOINT5 AT 13EAM 5ECTION5 24 3/8-1 G. X 1 112" BOLT MATCH DICK!5 GREEN FOUNDATION INFORMATION AND, MASONRY TOWER SHOWN FOR REFERENCE ONLY ACTUAL 24 > 3/8-1 NUT FOUNDATION AND TO DESIGN9 ENGINEERING AND INSTALLATION BY OTHERS. A:4� 3/8 FLAT WASHER pLUM RETURNS, 112"0 WELD NUT TOP BEAM 13 X 5 112" AINTED DICKS GREEN 112 E30LT ff 5 24 j 24 FLAT WASHER w. p 112`0 THRU BOLT 2j 112 LOCK WASHER 114"0 DEIRLETTER N HOLE5. MIN (2) 7, 7. 7, T -Z7 IF BOTTOM BEAMS 24 1/2-13 X VALLT11READ 1 1 V % 20 1/2-13 X 56 112" ALL THREAD ENTKY 5TP\UCTUP\E ELEVATION 4 1/2-13 X G3" ALLTHREAD 15 AMP EMERGENCY CUTOFF T5 12 X 4 TRUSS SCALE: 114" 7G 112 FLAT WASHERS SWITCH. TYP @ EACH 247 1/2-13 COUPLING NUTS LETTER. - jo 7 r.- 112 NUTS 112110 EXPANSION ANCHOR (2X) -A' 311 TYP I 3/6"0 BOLT5 CLEARANCE Ty?, . ...... ji COLUMNS TO BE STRUCTURALLY TIED LEG T5 2 X 1 RIBS, TO BUILDING BY G.C. @ t_t — I 'k. 'A (12) 7/8110 X 711 LG. LO1.1/T_R TUBE 2 X I FRAMING MA5ONAF\Y BY G.C. COWNEC-Tl I(D 1/472-G A325 BOLTS ROUTED AND PUSHED N HR (REf.-Siff ARCH PLANS) 1* 10 7 If STEEL TRUSS PL. 3/4"x23"x I YBY G.C, Lu nZ Lu T8 FLUORESCENT 4mm ACM PANEL WITH FRAMING A LIGHTING A5 REQ'D '_4 ",,`�fIN15H TO MATCH tu 41� DICKI5 GREEN :4 CD MOUNTING 51,?�,ACKET BY IMAGE ONE. REMOVABLE ACCESS PANELS, FOR INSTALL ,• J� A 5'� TKU55 5UPPOP\T AY DETAIL 4mm ACM PANEL WITH FINISH TO MATCH 5TEEL L 2 X 2 X .25 ov 17, III I'-CP (2) PLACF SCALE: FRAMING DICK!5 GREEN O� A; 15ASIEPLATE Ln uv FAUX BASE PAN 2`x 20"x I G` & 0 77� ry L2 X 2 L2 X 2 kll� L 3/8"0 BOLTS IONA (,n 5TUE30UT AND COLUMN 00, A 2 :A A N�HCTION VIEW 77-- LEG CL--- -7 P !A SCALE: 1" 1'-0' T5 12x4 STRUCTURE FRAME a 0 BY IMAGE ONE U.L. NOTE ( 7/5"0 X TLG. A325 BOLTS op ALUM 311 THIS SIGN 15 INTENDED TO BE INSTALLED IN TFD FL HD 5CREW5 PAIN Q 3/4"0 X 2 112" LG. A325 BOLTS 112"0 ALLTHREAD (2X)) ARTICLE GOO Of THE NATIONAL ELECTRICAL LEVELING BOLT5 TAGLINE BEAM ACCORDANCE WITH THE REQUIREMENTS OF CODE AND/OR OTHER APPLICABLE LOCAL i:::: CODE5. THIS INCLUDES PROPER GROUNDING STEEL COLUMN FRAMING AND SITUBOUT BY G.C. OG3 AL A C\l + AND BONDING Of: THE SIGN. OUT51DE Of BLDG. (PARKING LOT) TEK 5CREW5 4- 4 4-ALUM LEG 23/4 STUBOUTNOUNTING DETAIL PIER/LEG MOUNTING DETAIL ACM LEG A55Y DETAIL 150 VIEW SCALE: NT5 In (4) PLACES SCALE: I`= 1'-0" 2.0 (2) PLACES, SCALE: I`= P-0" 2.0 (2) P SICALE: I` = P-a 2.0 ELECTRICAL LOAD 13-77 AMPS @ 277 VOLTS ELECTRICAL REQMTS (1) 20 AMP CIRCUIT 0, in Zz� 0 LL Qn CL 0 c) u) 0 L.Lj UI C) LLJ Ld c6 O Lli Q� N;5� -1014 V.D.-I 17' Kuc; M oI . N AMID; kf.'v'.A: N I t�i E rPROPE kl W.k 5 RIES.. z_U. H 1- 51 KiC11Y LOCATION STORE # 103G THE COMMONS @ FEDERAL WAY 1925 5. COMMONS FEDERAL WAY, WA. 98003 707T�§ iY Ul Krll MOUNTIN%A�D fABRIPATION 5ECTI ArbtETA05 OF FEDE&Al hl.;AY 4 1 13*N DRAWN BY DATE GD13 03.24.14 JOB # SCALE 11-977 A5 NOTED DRAWING NUMBER 11977-2.0 -L | 1/2X | //2X G" LG CUP TYP Pl3/8'TMK--/ BACK—= 11 11 —f PONT 5EC'T|OKJ SCALE: |" = |'-O" I 45" CMAWfEK 2" 2" Lo 2" 2" (2) I-IfTING EYE DETAIL PL 71-711 41-511 101 Lo NT | |12" |"DTMRUf OR �-----P1|/2"TMKA3G SIECTION |"D iD. X | 112"0 D.O. 5TL PIPE (2X) A5 5HOWN (2X) OPP HAND CONNECTION DETAIL 141-011 /`'11 71 ' |"OTMKU MOLE5 ' /"0 |nmu HOLES \ (BOTTOM BEAM ONLY) | 40 `` ,ONLY) 05OTTD��A�| \ �`�' | | ` `` . f PONT ' ` ' � - | //4`0X 5" LG. 5LOT (4) REQUIRED ' - -� ` ' � |lDMOLE IFOR ~� 3/4`0 Aj"251 (Ty.::,) -� | |FPE[z MOUNTING BRACKET DETAIL 5CAL�1 '/2"= |�O" FPq . .... 4K Zz 0 C) cn LLI LLJ > Lli Iz DON OF T� 0 q :`5 AND 'i"Kii -ON 000UMEW, OF -OCATION 5TORE # 103G FHE COMMONS @ FEDERAL WAY 1928 5. COMMONS )RAWING TITLE ENTRANCE 5TRUCTURf TAG A W 3 4A 0 SECT &AL WA CDS 4ZAWN BY DATE GDE3 03.24.14 OB # SCALE 1 1-977 A5 NOTED )RAWING NUMBER 1 1977-2.2 .M4W . . . . . . . . . . . z 0 F- CL [if cn Lli LLJ Lli t� r-INA LL- 0 Ld CL LLJ Q-1 OF f A:N I HE PRO"EkI t%AP� ON — ON u )f 0 7: 4AN Mr 1: K '11Y P'plf`)lffD; IH- if < C p L: 5. f LOCATION 5TORE # 1036 THE COMMONS @ FEDERAL WAY 1928 5. COMMON5 FEDERAL WAY, WA. 98003 DRAWINUr RSUJ�WTRfED UPPER BEAM 5 E C T I MAYA 4 D % ffT"A it"b FimF-RAL WAY BY TDB 03.24.14 SCALE 1 1-977 A5 NOTED UG NUMBER 1 1977-2.3 ............. ......sic ME n ZZN 00 Lu Fy- 0 LLJ Lj-j 0 Q) n LLJ (S') LLJ bi 06 0 0 Lli - ry 4fl! 'YY 57lWc:;f)N :N5,;l:Rl.,:.-',4!'NF,c, OF Si.T'M�— AF Ni C, AN kDvINN F'ROPEK1 ff 'ONF ffPf :N 1-5, 5-1 Ki(M.Y ED `,V:-': iOUT 1;-IF tz Of P"v'AONE LOCATION 5TOPT # 103G T1 E COMMONS @ FEDERAL WAY 1928 5. COMMONS FEDERAL WAY, WA. 98003 DRAWING A&a�4V� rl C L LEG fRAMING- 5 E CT 10 WN 4 A A CM OF FEDERAL WAY DRAWN BY DATE GDD 03.24.14 JOB SCALE 11-977 A5 NOTED DRAWING NUMBER 1 1977-2.4 I Ic Li c u c u 0 L.E.D. CHANNEL LETTERSET 51NAGF DFTAII ,/, c," vi iviuu IN i i IN nU L r-,'3 TYP 5PAC ING TOP/BOTTOM (12 PLC5) TOTAL 5CALE: 112" =;: 1 1-011 .2 FRAMING 900 L135. S2 5Q.fT. APPROX. 5 5110WN WEIGHT ANEL5 OVER 'F\AME PAINTED TO MATCH DICK`5 GREEN 4.0 5CALE: I" = P-0" MODIFIED G X 2 ALUM TUBE (PERIMETER FRAME) -063 BACK f 2 X 2 X .125 5Q. TUBE (INNER fF \\,J V I L/ L_ I k_/ V V L 1\ IN THIS APPROX. LOCATION DETA IL VIEW 57-7127 Am,v, ArKA BHl I KlnCF= d D5G GREEN ODlfIfD �� X. 125 4,' c::D 0 A HE DETAIL VIEW U lVlt-\ I k-.,l I LJJk7 UNLLIN 4mm ACM PANELS WITH 112"0 ALL -THREAD V, A fINI5H TO MATCH D5G NON-COP\P\051VE G 112 i ---- I? GREEN (12 PLC5) 4mm ACM RETURNS TO MATCH D5G, GREEN 4 '-----TP\l M CAP5 TO MATCH D5G, GREEN 2 X 2 X .125 ALUM 4 A 5Q. TUBE 1 1/4" 0 LETTER MTG 1 HARDWARE MIN (4) PER LETTER 4 4 % 3/1 G" WHITE 7328 FACES 4 WHITE LED MODULES SELF-CONTAINED 277V A 4 I POWER 5UPPLIE5 'DIfIED G X 2 X. 125 4 4 % 1 20 AMP EMERGENCY JM RECT TUBE 063 BACK PANEL— µ "- 1 CUT -Off P/N ELf5W2001 �IMETEP\) 4_ 114" 0 DRAIN HOLES 5 112" L* MIN (2) PER LETTER 41 A PRIMARY POWER BY WHITE LED MODULES OTHERS FINAL HOOK UP BY INSTALLER WHERE ALLOWED BY LOCAL 3/1 G" WHITE 7328 FACES 4 CODES .090 fAB'D ALUM CHANNEL 9/G` 0 MOUNTING HOLES 4 (12 PLC5) 0, 0 < I VI _E=Z=5t-1 ir 0 4 4 4 A 4mm ACM BULLN05E TO BE INSTALLED AFTER SIGN 15 MOUNTED TO WALL 'T_NSECTIOkl VIEW .5CALE: 1 0 112" 1 1-011 All U.L. NOTE THIS SIGN 15 INTENDED TO BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS Off ARTICLE GOO OF THE NATIONAL ELECTRICAL CODE AND/OR OTHER APPLICABLE LOCAL CODE5. THIS INCLUDES PROPER GROUNDING A N 1 r--) P::>, r1 N I r-) I K I � r-,N � -I- � r-= c-- i / K i MEMNIIIIIIIIIIN ELECTRICAL LOAD 3 AMPS @ 277 VOLTS ELECTRICAL REQMTS (1) 20 AMP CIRCUIT 1A �ag Nifs 419, m UJ Zz 0 C) (f) C) LLJ C) LLJI ry I :0 LI 5 K Cl; N 'O'.."i N: AND K FUic ";f. J "l-, TK LOCATION 5TORE # 103G THE COMMONS @ FEDERAL WAY 1928 5. COMMONS FEDERAL WAY, WA. 98003 DRAWING TITLE R+� ' Tj A6 MtMO D N AND DETAILS MAY 19 2014 MXZ DRAWNe#F"& E GDB 03.25.14 JOB SCALE 11-977 A5 NOTED DRAWING NUMBER 11977-4.0