Loading...
Specifications (2) 6 ko_c)/ii 02__.2_, 9' 9' S- SA) Ms4 $ Structural Calculations For Apple Washington Square Mall Tigard,OR Prepared by: THORSON BAKER&Associates, Inc. 3030 W. Streetsboro Road Richfield,Ohio 44286 July 29, 2014 2014-0247 PR op,t c� 4�G1NE�9 /0 2 @C 81364PE 9'1' OREGON ]NL:,(<' f �.ql � L E E 14' 7 dw ExP,Rss i1/3,/,4 11Tbs-projects02120141201402470ocumertslCarespondence OutgoleckDepariment forms&lettersfStructura112014-0247 CCS001(calc cover sheet).doe 11.13 Tenant Fit-Out Design Criteria Project No: 2014-0247 Date: 26-Jun-14 Project: Apple-Washington SQ Prepared B! PF Thorson•Baker+Associates Project Site: Tigard,OR Principal: DLN CONSULTING E N G I N E E N SCopyrght2010 **Note: Enter Project Information On Design Criteria Tab • Client: Woods Begot Contact: Edgardo Huab Tenant: Apple ?,e,a plz' �`r.e15 x�Blal l6l���.`(��18 5i6 a ! ®c a rr�,j�:`# Interior ❑ Exterior Level 1 of 1 ❑ Slab on Grade 0 Su••orted Floor ❑ Storefront 0 Platform/Loft ❑ Rooftop Unit 0 Porch ❑ Underhun• Unit ❑ Ceilin /Walls Seismic Bracin• ❑ Rollin• Grille Column Su...rt ❑ Floor Slab Infill Provide prototypical Apple fit-out drawings per Apple Prototype Bulletin 5.3. Scope of work includes: Storefront framing(Note:Main storefront steel will be shown and provided in core and shell package),RTU support,SF sheets, Uni-Strut Subframe(Due to high roof structure). L,411,,,.) 191 s t.a�i , Yes NA Due Date Comments Prelimina Verbal with Dave Pre-Desi•n Site Observation . Construction Documents ��lit•jll- S r ecifications NEU_�� Construction Phase Site Observ.`.1.1111`p�_ Total Architect Corn•an Name Woods Ba•ot Contact Ed,ardo Huab Mechanical Com'an Name TBA ■. NA Contact Ann Marie Electrical Com'an Name imimm NA Contact Eden Hummel t ` `tl: : ,:I n�1rI i , .y::,SII A,en Name See Core and Shell Desi.n Criteria Phone Contact Name Fax Ci ,State,Zi. Website Contacted Bid. De.t L111.0:3■ No Date: -Confirmation Sent 11 I Building Oregon Structural Specialty kYCode Ci IBC ■ OBC 2010 nom�pmig Other �■u 1 g1,j�i: IA91 of a'f:elt 131iIt,[:Lu <LIa Type Fire Ratings Floors Tenant Fit-Out Design Criteria Project No: 2014-0247 Date: 26-Jun-14 .. T3 Project: Apple-Washington SQ Prepared B,, PF Thorsont •Baker+Associates '�Project Site: Tigard, OR Principal: DLN Ili k t3i1161 tri indA 049'0 4.65".v4k 1tH1A "6 „ {,' : j t. ,'1,N . .. 1 Riz .1[ .....,,1qi }(1 i,-1 . 11 fqh .1,Jll,}frf.' Existing Building Drawings itp_'111.1J 10/13/1972 Richard R.Bradshaw Site Survey ��LUJ 4/18/2014 McKinney Prototype Drawings 11.0��, Bulletin 5.3 Go-By Drawings 111111-111.lin . I4I, Is,-•i-g•t•l'lIK-)un ist,. Can storefront soffit be underhung(gravity)from existing structure? • Yes ❑ No Can Storefront soffit be braced laterally to the existing structure? ❑ Yes ❑ No Is welding to existing structure allowed? El Yes 0 No Any requried height clearance? )( til ' 'IJ: `a'c)1 lld',,, r'(CM 1t1 '<i5);a1"'f((l)nL Li• •. i://umazaalapulLitsncari�iru��ca�ri illi. _ 111111111aI Yes �1J No i"I pl I .i . ,J;1 i s(,,it•)E, i; )•1.j.}f(°1i,' Roof Metal deck over steel'oists s'aced at 6'-8"o.c. Steel Joist Floor NA Com•osite Steel Floor NA Concrete Floor* NA Post Tensioned Concrete Floor ** NA Slab on Grade 4"slab on •rade Foundations for Exterior Storefronts NA Bearin• Ca•acti NA Frost Death NA Structural Slab on Grade NA Dee• Foundations Micro•iles See Core&Shell Drawine s * If concrete floor veri to make sure that floor is not •ost tensioned ** If•ost tensioned floor,discuss with Princi•al before •roceedin• To 31 Tenant Fit-Out Design Criteria Project No: 2014-0247 Date: 26-Jun-14 Project: Apple-Washington SQ Prepared13! PF Thorson •Baker+Associates Project Site: Tigard,OR Principal: DLN y 1.m,f i[ja}1t1$, ;41-Q, C,13 .ax 5 , : >, Platform/Loft ,., � <.,.� ,-,..r,-,t, F �,� < �•,._ ._. . . � _ NA Existin• Su••oiled Floor NA Live Load Reduction Minyes MEE No Other Wind S.eed Im.ortance Factor Ex•osure 1 .1,3 ,11 :,.1','ht Acceleration Coefficients(SS,S1) 0.944,0.34 Im.ortance Factor 1 S- 0 r,r„bAt,1L�t!L141110111111 II Seismic Site Class D(.resumed Seismic Desi•n Cate•o * D Lateral Resistance S stem NA * Provide to Architect immediatel for their use in determinin• interior bracin! re•uirements ,,c, , , 01,1 €1,1 ) , ,PI' ,,; , ,f(°4'.' r-i,i,c,Iriol11{°1 ".j r, ,;, Ground Snow Load 20 •sf Flat Roof Snow Load 17 .sf Rain on Snow Load 5 •sf Minimum •er Buildin• Official Final Desi•n Roof Load Foundation T •e Dee. Foundations-See Core and Shell Desi.n Criteria Frost Death Other T3 , Tenant Fit-Out Design Criteria Project No: 2014-0247 Date: 26-Jun-14 Project: Apple-Washington SQ Prepared B. PF Thorson•Baker+Associates Project Site: Tigard,OR Principal: DLN k j k C®� }, Full General Notes: ■ '` < �� Sheet S.ec General Notes. � a l i�f6r(eje '14 },1 5;X•1A 7 y s Tenant Fit-Out " 2/1/2010 Tenant Fit-Out 0 2/1/2010 Preliminary 0 4/7/2011 General Coordination 3 2/1/2010 General Notes M' 2/1/2010 FND-Spread footings 0 2/1/2010 1,1 1;1, 1, kll 1 ( �+j 1 .'i :ii f iPt ,dtrlt lol S'IplE;a lrl .}r H1.1til!,10T 1<'1ir. 1.116( Y •� Z X 114%W" 2 440/470.°4114 Ms .G5 .11 40. 4411‘ 18 2 2 16 G2 Results for LC 1,Dead Load July 29, 2014 at 2:24 PM 2014-0247_Storefront Frame.r3d Company . Designer July 29,2014 Job Number 2:19 PM Checked By: Hot Rolled Steel Properties Label E[ksi] 0[ksi] Nu Therm(\1 E...Densitv[k/ft... Yieldjksi] Ry Fujksi] Rt 1 A36 Gr.36 9000 11154 .3 .65 .49 36 1.5 58 1.2 _ 2 A572 Gr.50 29000 , 11154 .3 .65 .49 50 1.1 65 1.1 3 A992 29000 11154 .3 .65 .49 50 1.1 65 1.1 4 A500 Gr.42_ _ 29000 11154 .3 .65 .49 42 1.4_ 58 1.3 5 A500 Gr.46 29000 11154 .3 .65 .49 46 1.4 58 1.3 Hot Rolled Steel Section Sets Label Shape Type Design List Material Design Rules A fin21 Ivy[in41 lzz fin4l J fin4j 1 Front Beam HSS18x6x8 Beam Tube A500 Gr.46 Typical 20.9 134 770 387 2 Rear Beam HSS18x6x6_ Beam Tube A500 Gr.46 Typical 16 106 602 302 3 Front Colu.. HSS6x6x8 _Column Sau_areTube A500 Gr.46 Typical 2.74 48.3 48.3 81.1 4 Rear Colu.., HSS6x6x6 Column SquareTube A500 Gr.46 Typical 7.58 39.5 39.5 64.6 5 Outrigger HSS6x6x4 Beam SquareTube A500 Gr.46 Typical 5.24 28.6 28.6 45.6 Hot Rolled Steel Design Parameters Label Shape Length[ft] Lbyv[ft] Lbzz[ft] Lcomp top[ft] Lcomp bot[ft]L-torqu.,, Kyy Ku Cb Function 1 M1 Front Column 14.35 2 M2 Front Column 14.35 Lateral Lateral 3 M3 Rear Column 14.35 4 M4 Rear Column 14.35 . Lateral Lateral 5 M5 Front Beam 45.67 Lateral 6 M6 Rear Beam 45.67 Lateral 7 M7 Outrigger 3.92 Lateral 8 M8 Outrigger 3.92 Lateral 9 M9 Outrigger 3.92 Lateral 10 M10 Outrigger 3.92 Lateral 11 M11 Outrigger 3.92 Lateral 12 M12 Outrigger 3.92 Lateral 13 M13 Outrigger 3.92 Lateral 14 M14 Outrigger 3.92 Lateral 15 M15 Outrigger 3.92 Lateral 16 M16 Outrigger 3.92 Lateral 17 M17 Outrigger 42.65 Lateral Joint Coordinates and Temperatures Label X fftl Y Iftl Z fftl Temp1F1 Detach From Diap... 1 N1 0 0 0 0 2 N2 45.67 0 0 0 3 N3 0 14.35 0 0 4 N4 45.67 14.35 0 0 5 N5 0 0 -1.92 0 6 N6 45.67 0 -1.92 0 7 N7 0 14.35 -1.92 0 8 N8 45.67 14.35 -1.92 0 9 N9 1.5 14.35 2 0 10 N10 4.17 14.35 2 0 11 N11 9.5 14.35 2 0 12 N12 14.83 14.35 2 0 13 N13 20.16 14.35 2 0 14 N14 25.49 14.35 2 0 15 . N15 30.82 14.35 2 0 16 N16 36.15 14.35 2 0 RISA-3D Version 11.0.2 [\...\...1...\...\...\Engineering-Structural\RISA\2014-0247_Storefront Frame.r3d] Page 8 Company Designer July 29,2014 Job Number 2:19 Checked By: Joint Coordinates and Temperatures (Continued) Label X fftl Y fftl Z fftl Temp fF1 Detach From Dian... 17 N17 41.48 14.35 2 0 18 N18 44.15 14.35 2 0 19 N19 1.5 14.35 0 0 20 N20 4.17 14.35 0 0 21 N21 9.5 14.35 0 0 22 N22 14.83 14,35 0 0 23 N23 20.16 14.35 0 0 24 N24 _ 25.49 14.35 0 0 25 N25 30.82 14.35 0 0 26 N26 36.15 14.35 0 0 27 N27 4 t48 14.35 0 0 28 N28 44.15 14.35 0 0 29 . N29 1.5 14.35 -1.92 0 30 N30 4.17 14.35 -t92 0 31 N31 _ 9,5 14.35 4.92 0 32 N32 14.83 14.35 -1.92 0 _ 33 N33 20.16 14.35 -1.92 0 34 N34 25.49 14.35 -1.92 0 35 N35 30.82 14.35 -1.92 0 36 N36 36.15 14.35 -1.92 0 37 N37 41.48 14.35 -1.92 0 38 N38 44.15 14.35 -1.92 0 Joint Boundary Conditions Joint Label X jk/in] Y[k/in) Z[k/in] X Rot.[k-ft/rad] Y Rot.[k-ft/radL Z Rot.[k-ft/rad] Footing 1 N1 Reaction Reaction Reaction Reaction Reaction Reaction 2 N5 Reaction Reaction Reaction Reaction Reaction Reaction 3 N2 Reaction Reaction Reaction Reaction Reaction Reaction 4 N6 Reaction Reaction Reaction Reaction Reaction Reaction 5 N7 Reaction Reaction Reaction Reaction 6 N3 Reaction Reaction Reaction Reaction 7 N8 Reaction Reaction Reaction Reaction 8 N4 Reaction Reaction Reaction Reaction Member Point Loads(BLC 5:Logo) Member Label Direction Magnitudefk.k-ftl Locationfft.%1 1 M17 Y -.2 22.83 Member Distributed Loads(BLC 1 : Sliding Glass Door) Member Label Direction Start Maanitudef...End Maonitudelk... Start Locationfft.%] End Locationfft.%l 1 M17 Y -.083 -.083 7.5 22.5 2 M17 Y -.083 -.083 23 38 Member Distributed Loads(BLC 2: Sliding Door Motor/Track) Member Label Direction Start Maanitudef... nd Maanitudefk... Start Locationfft.%1 End Locationfft.%1 1 M17 Y I -.025 i .025 0 0 Member Distributed Loads(BLC 3 :Display Track) Member Label Direction Start Maanitudef...End Maanitudefk... Start Locationfft,%1 End Locationfft,%l 1 M17 Y -.06 -.06 0 15 2 M17 Y -.06 -.06 30.67 45.67 RISA-3D Version 11.0.2 [\...\...\...\...\...\Engineering-Structural\RISA12014-0247_Storefront Frame.r3d] Page 9 Company Designer July 29,2014 Job Number 2:19 PM Checked By: Member Distributed Loads (BLC 4 :Storefront Soffit) Member Label Direction Start Macnitudef...End Magnitudefk... Start Locationfft.%1 End Locationfft.%1 1 M17 Y -.042 -.042 0 0 Basic Load Cases BLC Description Category X Gravity Y Gravity Z Gravity Joint Point DistributedArea(Me...Surface(Plate/Wall) 1 Sliding Glass Door DL 2 Sliding Door Motor/... Dl 2 1 3 Disolav Track DL 2 - 4 Storefront Soffit DL 1 5 Loco DL 1 6 Self Wt DL -1 Load Combinations Description Solve PDelta SRSS BLC Fact..Bl Fact...pLVact..BLUact...ppLC act..BLC�Fact..BLC Fact... L _Fact.,. 1 Dead Load Yes _ Y _ ( 1 1 1 2 1 1 1 3 1 1 4 I 1 1 5 1 1 DLI 1 Joint Deflections (By Combination) LC Joint Label X finl Y[int Z finl X Rotation frad_Y Rotation frad Z Rotation fradl 1 1 N1 0 0 0 0 0 0 2 1 N2 0 0 0 0 0 0 3 1 N3 0 0 0 9.292e-4 0 0 4 1 N4 0 0 0 8,663e-4 0 0 5 1 N5 0 0 0 0 0 0 6 1 N6 0 0 0 0 0 0 7 1 N7 0 0 0 4.88e-4 0 0 8 1 N8 0 0 0 4.741e-4 0 0 9 1 N9 0 -.04 0 1.576e-3 0 -1.331e-3 10 1 N10 0 -.092 0 2.17e-3 0 -1.839e-3 11 1 N11 0 -.231 0 3.486e-3 0 -2.191e-3 12 1 N12 0 -.355 0 4.362e-3 0 -1.473e-3 13 1 N13 0 -.421 0 4.631e-3 0 -5.109e-4 14 1 NI 4- 0 -.418 0 4.574e-3 0 6.419e-4 15 1 N15 0 -.345 0 4.104e-3 0 1.513e-3 16 1 N16 0 -.224 0 3.31e-3 0 2.092e-3 17 1 N17 0 -.087 0 2.02e-3 0 1.812e-3 18 1 . N_18 0 -.037 0 1.436e-3 0 1.283e-3 19 1 N19 0 -.008 0 1.029e-3 0 -6.661e-4 20 1 N20 0 -.043 0 1.581e-3 0 -1.368e-3 21 1 N21 0 -.151 0 2,841e-3 0 -1.76e-3 22 1 N22 0 -.254 0 3.711e-3 0 -1.324e-3 23 1 N23 0 -.312 0 4.072e-3 0 -4.633e-4 24 1 N24 0 -.311 0 4.024e-3 0 5.188e-4 25 1 N25 - 0 -.249 0 3.566e-3 0 1.339e-3 26 1 ‘ N26 0 -.147 0 2.713e-3 0 1.728e-3 27 1 N27 0 -.042 0 1.492e-3 0 1.332e-3 28 1 N28 0 -.008 0 9.61e-4 0 6.494e-4 29 1 N29 0 -.002 0 5.432e-4 0 -2.637e-4 30 1 , N30 0 -.019 0 1.052e-3 0 -7.796e-4 31 1 N31 0 -.091 0 2.289e-3 0 -1.312e-3 32 1 N32 0 -.172 0 3.166e-3 0 -1.099e-3 33 1 N33 0 -.223 0 3.57e-3 0 -4.08e-4 34 1 N34 0 -.222 0 3.536e-3 0 4.303e-4 35 1 N35 0 -.171 0 3.084e-3 0 1.102e-3 36 1 N36 0 -.09 0 2.21e-3 0 _ 1.296e-3 RISA-3D Version 11.0.2 [1...1...1...1...\...1Engineering-Structural1RlSA\2014-0247_Storefront Frame.r3d] Page 10 Company July 29,2014 Designer 2:19 PM Job Number Checked By: Joint Deflections(By Combination) (Continued) LC Joint Label X finl Y finl Z[inl X Rotation fradl Y Rotation fradl Z Rotation[radl 37 1 N37 _ 0 -.019 0 1.016e-3 0 7.694e-4 38 1 N38 0 _ -.002 0 5,283e-4 0 2.645e-4 Member Section Forces LC Member Label Sec Axialfkl v Shearfk] z Shearfkl Torauefk-ftl y-v Mo... z-z Mo... 1 1 M 1 1 .238 0 .209 0 -.995 0 2 2 .119 0 .209 0 -.245 0 3 3 _ 0 0 .209 0 .504 0 4 4 -.119 0 .209 0 1.253 0 5 5 -.238 0 .209 0 2.003 0 6 1 M2 1 .238 0 .195 0 -.928 0 7 2 .119 0 .195 0 -.229 0 8 3 0 0 .195 0 .47 0 9 4 -.119 0 .195 0 1.168 0 10 5 -.238 0 .195 0 1.867 0 11 1 M3 1 .185 0 .09 0 -.427 0 12 2 .093 0 .09 0 -.105 0 13 3 0 0 .09 0 .216 0 14` 4 -.093 0 .09 0 .538 0 15 5 -.185 0 .09 0 .86 0 16 1 M4 1 .185 0 .087 0 -.415 0 17 2 .093 0 ,087 0 -.102 0 18 3 0 0 .087 0 .21 0 19 4 -.093 0 .087 0 .523 0 20 5 -.185 0 .087 0 .835 0 21 1 M5 1 0 14.214 0 -2.003 0 65.72 22 2 0 2.705 0 -4.893 0 -8.215 23 3 0 -.06 0 .271 0 -22.94 24 4 0 -2.545 0 4.799 0 -7.191 25 5 0 -13.311 0 1.867 0 63.087 26 1 M6 1 0 -4.231 0 -.86 0 13.859 27 2 0 2.148 0 -3.85 0 -2.344 28 3 0 -.042 0 .148 0 -15.318 3029 4 0 -2.101 0 3.835 0 -2.001 0 3.899 0 .835 0 13.89 31 1 M7 1 0 -.462 0 1.174 0 .786 32 2 0 -.48 0 1.174 0 1.247 33 3 0 -.497 0 1.174 0 1.726 34 4 0 4.969 0 .74 0 1.263 35 5 0 4.952 0 .74 0 -3.598 36 1 M8 1 0 -1.257 0 .832 0 .087 37 2 0 -1.275 0 .832 0 1.328 38 3 0 -1.292 0 .832 0 2.585 39 4 0 2.34 0 1.083 0 1.315 40 5 0 2.323 0 1.083 0 -.97 41 1 M9 1 0 -1.767 0 .762 0 -.292 42 2 0 -1.784 0 .762 0 1.448 43 3 0 -1.802 0 .762 0 3.205 44 4 0 -.256 0 .824 0 1.318 45 5 0 -.273 0 .824 0 1.578 46 1 M10 1 0 -1.891 0 .263 0 -.403 47 2 0 -1.908 0 .263 0 1.459 48 3 0 -1.926 0 .263 0 3.338 49 4 0 -.793 0 .414 0 1.29 50 5 0 -.811 0 .414 0 2.076 51 1 M11 1 0 -1.491 0 .084 0 -.216 RISA-3D Version 11.0.2 [\...\...\...\...\...\Engineering-Structural\RISA\2014-0247_Storefront Frame.r3d] Page 11 Company July29,2014 Designer 2:19 PM Job Number Checked By: Member Section Forces (Continued) LC Member Label Sec Axialfkl v Shearfkl z Shearfkl Torauefk-ftl y-v Mo... z-z Mo... 5352 2 0 -1.508 0 .084 0 1.254 0 -1.526 _ 0 .084 0 _ 2.74 54 4 0 -.74 0 .102 0 1.188 55 5 0 -.758 0 .102 0 1.922 56 1 M12 1 0 -t528 0 -217 0 _ -.274 57 2 0 -1.546 0 -.217 0 , 1.233 58 3 0 -1.563 0 -.217 0 2.756 59 , 4 0 _ -.687 0 -.163 0 1.155 60 5 0 _ -.705 0 -.163 0 1.837 61 1 M13 1 0 -1.441 0 -.307 0 -.215 62 2 0 -1,459 0 -307 0 1.206 63 3 0 -1.476 0 -.307 0 2.644 64 4 _ 0 -.715 0 -.437 0 1.141 65 5 0 -.732 0 -.437 0 1.85 66 1 M14 1 0 -1.691 0 -.644 _ 0 -.328 67 2 _ 0 -t708 0 -.644 0 , 1.337 6968 3 4 -1.726 0 -.644 0 3.02 0 -.197 0 -.794 0 1.201 70 5 0 -.215 0 -.794 0 1.403 71 1 _ M15 1 0 -1.122 0 -.848 0 .082 72 2 0 -1.14 0 -.848 0 1.19 73 3 0 -1.157 0 -.848 0 2.316 74 4 0 2.202 0 -1.034 0 1.184 75 5 0 2.184 0 -1.034 0 -.965 76 1 M16 1 0 -.31 0 -1.12 0 .773 77 2 0 -.327 0 -1.12 0 1.085 78 3 0 -.345 0 -1.12 0 1.414 790 4.67 0 -.708 0 1.129 80 5 0 4.652 0 -.708 0 -3.439 81 1 M17 1 0 .462 0 -.786 0 1.174 82 _ _ 2 0 .196 0 -.58 0 -1.109 83 3 0 .068 0 .038 0 -1.352 840 -.16 0 .526 0 -.921 $5 5 0 -.31 0 .773 0 1.12 Member Section Stresses LC Member Label Sec Axialfksil y Shearfksilz Shearfksily too Ben...•y bot Ben...z too Ben...z bot Ben... 1 1 M1 1 .024 0 .049 0 0 -.741 .741 2 2 .012 0 .049 0 0 -.183 .183 3 3 0 0 .049 0 0 .376 -.376 4 4 -.012 0 .049 0 0 .934 -.934 5 5 -.024 0 .049 0 0 1.493 -1.493 6 1 M2 1 .024 0 .045 0 0 -.691 .691 7 2 .012 0 .045 0 0 -.171 .171 8 3 0 0 .045 0 0 .35 -.35 9 4 -.012 0 .045 0 0 .871 -.871 10 5 , -.024 0 .045 0 0 1.392 -1.392 11 1 M3 1 .024 0 .026 0 0 -.389 .389 12 , 2 .012 0 .026 0 0 -.096 .096 13 . 3 0 0 .026 0 0 .197 -.197 14 4 -.012 0 .026 0 0 .49 -.49 15 5 -.024 0 .026 0 0 .784 -.784 16 1 M4 1 .024 0 .025 0 0 -.378 .378 17 2 .012 0 .025 0 0 -.093 .093 18 3 0 0 .025 0 0 .192 -.192 19 4 -.012 0 .025 0 0 .476 -.476 RISA-3D Version 11.0.2 [\...\...\...\...\...1Engineering-Structural\RISA\2014-0247_Storefront Frame.r3d] Page 12 Company Designer July 29,2014 Job Number 2:19 PM Checked By: Member Section Stresses (Continued) LC Member Label Sec Axialfksil y Shearfksilz Shearfksily too Ben...y bot Ben...z top Ben...z bot Ben... 20 5 -.024 0 . .025 0 0 .761 -361 21 1 M5 1 0 .92 0 -9.218 _ 9.218 0 0 22 2 0 .175 0 t152 -1.152 0 0 23 3 0 -.004 0 3.218 -3.218 0 0 24 4 0 . -.165 0 , 1,009 _ -t_009 _ 0 0 25 5 _ 0 -.862 0 -8.849 8.849 0 0 _ 26 1 M6 1 0 -.358 0 , -2,486 2A86 0 0 27 2 0 .182 0 .42 -,42 0 0 28 3 0 -.004 0 2.748 -2.748 0 0 29 4 0 -.178 0 .359 -.359 0 0 _ 30 5 0 .33 0 -2.492 2.492 0 0 31 1 M7 1 0 -.187 0 -.989 .989 0 0 32 2 0 _ -.194 0 , -t57 1.57 0 0 33 3 . 0 -.201 0 -2.173 2,173 _ 0 _ 0 34 _ 4 0 2.012 . 0 , -1.59 1.59 0 0 35 5 0 2.005 0 4.529 -4.529 0 0 36 1 M8 1 0 -.509 0 -.109 .109 0 0 37 2 0 -.516 0 -1.671 1.671 0 0 38 3 0 -.523 0 -3.254 3.254 0 0 39 4 0 .947 0 -1.655 1.655 0 0 40 5 0 .94 0 1.221 -1.221 0 0 41 1 M9 1 0 -.715 , 0 _ .367 -367 0 0 42 2 0 -.722 0 -1.823 1.823 0 0 43 3 . 0 -.729 0 -4.034 4.034 0 0 44 4 0 -.104 0 -1.659 1.659 0 0 45 5 0 -.111 0 -1.986 1.986 0 0 46 1 M10 1 0 -.765 0 .507 -.507 . 0 0 47 2 0 -.772 0 -1.837 1.837 0 0 48 3 0 -.78 0 -4.201 4.201 0 0 49 4 0 -.321 0 -1.624 1.624 0 0 50 , 5 0 -.328 0 -2.613 2.613 0 0 51 1 M11 1 0 -.603 0 .271 -.271 0 0 52 2 0 -.61 0 -1.578 1.578 0 0 53 . 3 0 -.618 0 -3.449 3.449 . 0 0 54 4 0 -.3 0 -t495 1.495 0 0 55 5 0 -.307 0 -2.419 2.419 0 0 56 . 1 M12 1 0 -.619 0 .344 __344 0 0 57 2 0 -.626 0 -1.552 1.552 0 0 58 3 0 -.633 0 -3.469 3.469 0 0 59 4 0 -.278 0 -1.453 1.453 0 0 60 5 0 -.285 0 -2.312 2.312 0 0 61 1 M13 1 0 -.584 0 .271 -.271 0 0 622 0 -.591 0 -1.518 1.518 0 0 63 3 0 -.598 0 -3.329 3.329 0 0 64 4 0 -.289 0 -1.437 1.437 0 0 65 5 0 -.296 0 -2.329 2.329 0 0 66 1 M14 1 0 -.685 0 .413 -.413 0 0 67 2 0 -.692 0 -1.684 1.684 0 0 68 3 0 -.699 0 -3.802 3.802 0 0 69 4 0 -.08 0 -1.512 1.512 0 0 70 5 0 -.087 0 -1.766 1.766 0 0 71 1 M15 1 0 -.454 0 -.103 .103 0 0 72 2 0 -.461 0 -1.498 1.498 0 0 73 3 0 -.468 0 -2.915 2.915 0 0 74 4 0 .891 0 -1.491 1.491 0 0 75 5 0 .884 0 1.214 -1.214 0 0 76 1 M16 1 0 -.125 0 -.973 .973 _ 0 0 RISA-3D Version 11.0.2 [\...\...\...\...\...\Engineering-Structural\RISA\2014-0247_Storefront Frame.r3d] Page 13 Company July 29,2014 Designer 2:19 PM Job Number Checked By: Member Section Stresses(Continued) LC Member Label Sec Axialfksil y Shearfksilz Shearfksily too Ben...y bot Ben...z too Ben...z bot Ben... 77 2 0 -.132 0 -1.366 . 1.366 0 0 78 3 0 , -.14 0 . -1.78 1.78 0 0 79 4 0 1.89 0 -1.421 1.421 0 0 80 5 0 1.883 _ 0 , 4.328 -4.328 0 0 81 1 M17 1 0 .187 0 -1.477 1.477 0 0 82 2 0 ,08 0 1.395 , -1.395 . 0 0 83 3 0 _ .028 0 1.702 -1.702 , 0 0 84 _ 4 0 -.065 0 1.159 -1.159 0 0 85 5 0 -.125 0 -1.409 1.409 0 0 Member Section Deflections LC Member Label Sec x tinl v tint z tint x Rotatefradl (n)Uv Ratio (n)Liz Ratio 1 1 M1 1 0 0 0 0 NC NC 2 2 0 0 -.008 0 NC NC 3 3 0 0 -.02 0 NC 8609.982 4 4 0 0 -.022 0 NC 7675.131 5 5 . 0 0 0 0 NC NC 6 1 M2 1 0 0 0 0 NC NC 7 2 0 0 -.007 0 NC NC 8 3 0 0 -.019 0 NC 9234.25 9 4 0 0 -.021 0 NC 8231.617 10 5 0 0 0 0 NC NC 11 1 M3 1 0 0 0 0 NC NC 12 2 . 0 , 0 -.004 0 NC NC 13 3 0 0 -.011 0 NC NC 14 4 0 0 -.012 0 NC NC 15 . 5 0 0 0 0 NC NC 16 , 1 M4 1 0 0 0 0 NC NC 17 2 0 0 -.004 0 NC NC 18 3 0 0 -.01 0 NC NC 19 4 0 0 -.011 0 NC NC 20 5 0 0 0 0 NC NC 21 1 M5 1 0 0 0 9.292e-4 NC NC 22 2 0 -.191 0 3.154e-3 2874.087 NC 23 3 0 -.319 0 4.048e-3 1715.84 NC 24 4 0 -.186 0 3.017e-3 2946.182 NC 25 5 0 0 0 8.663e-4 NC NC 26 1 _M6 1 0 0 0 4.88e-4 NC NC 27 2 0 -.122 0 2.604e-3 4505.843 NC 28 3 0 -.229 0 3.553e-3 2393.38 NC 29 4 0 -,12 0 2.521e-3 4571.846 NC 30 5 0 0 0 4.741e-4 NC NC 31 1 M7 1 0 -.04 0 1.331e-3 1213.921 NC 32 2 0 -.023 0 1.005e-3 2221.28 NC 33 3 0 -.008 0 6.794e-4 6992.867 NC 34 4 0 -.003 0 4.691e-4 NC NC 35 5 0 -.002 0 2.637e-4 NC NC 36 1 M8 1 0 -.092 0 .1.839e-3 643.434 NC 37 2 0 -.066 0 1.608e-3 987.125 NC 38 3 0 -.044 0 1.378e-3 1843.021 NC 39 4 0 -.03 0 1.08e-3 4243.94 NC 40 5 0 -.019 0 7.796e-4 NC NC 41 1 M9 1 0 -.231 0 2.191e-3 335.209 NC 42 2 . 0 -.19 0 1.98e-3 475.596 NC 43 3 0 -.152 0 1.768e-3 769.762 NC 44 4 0 -.12 0 1.54e-3 1628.327 NC RISA-3D Version 11.0.2 [1...1...\...\...1...1Engineering-Structural\RISA12014-0247_Storefront Frame.r3d] Page 14 Company Designer July 29,2014 Job Number 2:19 Checked By: Member Section Deflections(Continued) LC Member Label Sec x[int_ y[inl z[int_ x Rotatejradj (n)Uy Ratio (n)Liz Ratio 45 46 1 M10 1 -. 091 0 1.312e-3 NC NC 1,473e-3 257 025 NC 47 2 0 -.304 0 1.4e-3 358.664 NC 48 3 0 -.255 0 1.327e-3 567.144 NC 49 4 0 -.212 0 1.214e-3 1180.644 NC 50 5 0 -.172 0 1.099e-3 NC NC 51 1 M11 1 0 -.421 0 5,109e-4 237.33 NC 52 2 0 -.366 0 4.876e-4 327.966 NC 53 3 0 -.314 0 4.642e-4 512,454 NC 54 4 0 -.267 0 4.362e-4 1059.457 NC 55 5 0 -.223 0 4.08e-4 NC NC 56 1 M12 1 0 -.418 0 -6.419e-4 240.033 NC 57 2 0 -.364 0 -5.816e-4 331.749 NC 58 3 0 -.313 0 -5.212e-4 518.627 NC 59 4 0 -.266 0 -4.755e-4 1071.653 , NC 60 5 0 -.222 0 -4.303e-4 NC NC 61 1 M13 1 0 -.345 0 -1.513e-3 270.032 NC 62 2 0 -.296 0 -1.428e-3 374.455 NC 63 3 0 -.251 0 -1.343e-3 587.529 NC 64 4 0 -.209 0 -1.223e-3 1218.849 , NC 65 5 0 -.171 0 -1.102e-3 NC NC 66 1 . M14 1 0 -.224 0 -2.092e-3 351.175 NC 67 2 0 -.184 0 -1.914e-3 497.45 NC 68 3 0 -.148 0 -1.735e-3 803.787 NC 69 4 0 -.118 0 -1.516e-3 1695.631 NC 70 5 0 -.09 0 -1.296e-3 NC NC 71 1 M15 1 0 -.087 0 -1.812e-3 683.936 NC 72 2 0 -.064 0 -1.577e-3 1043.381 NC 73 3 0 -.043 0 -1.341e-3 1930.187 NC 74 4 0 -.029 0 -1.056e-3 4407.094 NC 75 5 0 -.019 0 -7.694e-4 NC NC 76 1 M16 1 0 -.037 0 -1.283e-3 1321.151 NC 77 2 0 -.021 0 -9.727e-4 2391.568 NC 78 3 0 -.008 0 -6.62e-4 7293.243 NC 79 4 . 0 -.003 0 -4.609e-4 NC NC 80 5 0 -.002 0 -2.645e-4 NC NC 81 1 M17 1 0 -.04 0 1.576e-3 NC NC 82 2 0 -.301 0 3.924e-3 1955.875 NC 83 3 0 -.43 0 4.602e-3 1307.486 NC 84 4 0 -.291 0 3.706e-3 2024.681 . NC 85 5 0 -.037 0 1.436e-3 NC NC Member AISC 14th(360-10):ASD Steel Code Checks (By Combination) LC Member Shape UC Max Loc[ftl Shear...Loc[ftt••. Pnc/o... Pnt/o... Mnvy/...Mnzz/... Cb Eon 1 1 M1 HSS6x6x8 .045 14.35 .003 0 z 179.436268.287 45.449 45.449 1 H1-lb 2 1 M2 HSS6x6x8 .042 14.35 .003 0 z 179.436268.287 45.449 45.449 1 H1-1b 3 1 M3 HSS6x6x6 .024 14.35 .002 0 ,z 142.388 208.79 36.267 36.267 1 H1-1b 4 1 M4 HSS6x6x6 .023 14.35, .002 0 z 142.388 208.79 36.267 36.267 1 H1-lb 5 1 M5 HSS18x6.. .256 0 .084 1.903 y 67.06 575.689101.671257.086Z718 H1-lb 6 1 M6 HSS18x6.. .101 1.427 .071 4.282 y 53.047 440.719 68.551 198.3232.008 Hl-lb 7 1 M7 HSS6x6x4 .231 2.001 .157 2.001 y 140.452144.335 25.709 25.709 2.535 H1-lb 8 1 M8 HSS6x6x4 .137 2.001 .108 . 2.001 y 140.452144.335 25.709 25.709 1.626 H1-lb 9 1 M9 HSS6x6x4 .125 1.96 .080 1.96 v 140.452144.335 25.709 25.709 1.375 111-lb 10 1 M10 HSS6x6x4 .130 1.96 .059 1.96 y 140.452144.335 25.709 25.709 1.393111-lb 11 1 M11 HSS6x6x4 .107 1.96, .041 1.96 y 140.452144.335 25.709 25.709 1.363 H1-1b 12 1 M12 HSS6x6x4 .107 1.96 .048 1.96 y 140.452144.335 25.709 25.709 1.374 H1-1b RISA-3D Version 11.0.2 [\...\...\...\...1...\Engineering-Structural\RISA12014-0247 Storefront Frame.r3d] Page 15 Company Designer July 29,2014 Job Number 2:19 PM Checked By: Member A/SC 14th(360-10):ASD Steel Code Checks (By Combination) (Continued) LC Member Shape UC Max Loc[ft]Shear...Locjftj,.. nc/o.., Pnt/o... Mnyy/...Mnzz/... Cb Eqn 13 1 M13 HSS6x6x4 .103 1.96 .051 1.96 v1140.452144.335 25.709 25.709 1.364 H1-lb 14 1 M14 HSS6x6x4 .117 1.96 .072 . 1.96 y 140.452144.335 25.709 25.709 1.386 H1-1b 15 1 M15 HSS6x6x4 .127 2.001 .103 2.001 v 140.452144.335.25.709 25.709 1.661 H1-113- 16 1 M16 HSS6x6x4 .215 2.001 .148 2.001 y 140.452144.335 25.709 25.709,2.644 H1-lb 17 1 M17 HSS6x6x4 .053 21.769 ,063 3.11 y 16.411 144.335 25.709 25.709 1.139 H1-lb RISA-3D Version 11.0.2 [\...\...\...\...\...\Engineering-Structural\RISA\2014-0247_Storefront Frame.r3d] Page 16 • ,:\,,,,,. RTU Restraint ASCE 7.05 Project No: 2014-0247 Date 0-Jan-00 Thorson Baker+Associates Project: Apple Prepared By: PF Project Site: Tigard,OR Principal: DLN CONSULTING ENGINEERS 9 -1 CwcxzSt CASS) F„ (From Wind Uplift Determined Below) max length 122 in RTU weight= Fh 68 I (From Wind or Seismic 2360 lbs Determined Below) Applied Lateral Forces: Wind Force-based on ASCE 7-05 Ea:(6-2e)_ 84 in V= 95 mph Exposure: B B= 500 ft h= 25 ft C1= 1.3 Ah= 58 ft2 G= 0.85 KZ 0.70 Kn= 1.0 Kd= 0.85 1=1.00 q: =(0.00256)KZKnKdV21= 14 Fh=(1.9)qz G Cf Af= 1674 lb Factor= 0.1 Bh= 1250 ft2 which is > Ar= 58 ft2 Florida project ❑ and h < 60 ft,therefore multiply by: 1.9 Seismic Force-based on ASCE 7-05 Ea:(13.3-1): Sps 0.706 ap= 2.5 Rp6.0 Ip 1.0 Wp 2360 lbs Fh=(0.4)(ap)(Sus)(Wp)(1+2z/h))/(R„/Ip) therefor Fh=(.5)(Sos)(Wp)= 500 lb(Ult.) Fh= 350 lb(Allow) Fy=.2SosWp F,= 333 lb(Ult.) Fy= 233.1 lb(Allow) Shear: Wind Shear Yields: 1674 lb Seismic Shear Yields: 350 1b}Wind Controls Fh=Shear=1674 lb total Pullout: Moment= 4,743 ft lb Tension= 678 lb per side (from overturning) Wind uplift pressure©25 ft height= 20 psf F„=Tension= 712 lb per side (from wind uplift) Fv(wind) ###lb Total Net Tension= 681 lb per side (-0.6 x 1/2 RTU wt.) Fasteners: #10-16 TEK Screw Properties in 16 GA Material(clip material and assumed curb material): Total#of clips(112 ea.side)= 16 Shearon= 1366 lb./3(FS)=Shearon= 455 lb.I screw #of screws/clip(ea.leg)= 4 Pulloutelt= 583 lb./4(FS)=Pullout,'= 146 lb./screw Total#of screws(ea.leg)= 64 Check Shear: 64 screws x 455 lb./screw=29120 lb. > 1674 lb OK - (16)clip angles w/(4)#10-16 Check Pullout: 32 screws x 146 lb./screw=4672 lb. > 681 lb OK screws,(64)screws total(ea.leg) Check Combined Forces: V NALL+T/TALL<_1.0 - fastening RTU to curb is sufficient to resist lateral forces on the RTU. 1674 lb/29120 lb+681 Ib/4672 lb=0.2 s 1 OK 12 1/2-25 Ton Packaged Unitary Gas/Elec Rooftop-CTO • TRANS' Apple-Tigard,OR(Washington Square Mall) Tag RTU-1 Quantity 1 Model number YHD150 Unit Information Tonnage 12.5 Ton Unit function Gas/EIech ic Min.Unit Operating Weight 1958.0 lb Max Unit Operating Weight 2360.0 lb Design Airflow 4400 Chu Cooling Information Gross Total Capacity 139.72 MBh Gross Sensible Capacity 119.47 MBh Gross Latent Capacity 20.25 MBh Net Total Capacity 132.37 MBh Net Sensible Capacity 112.12 MBh Net Sensible Heat Ratio 0.85 Number Cooling Entering Dry Bulb 79.40 F Cooling Entering Wet Bulb 63.20 F Cooling Leaving Unit DB 56.34 F Cooling Leaving Unit WB 52.85 F Ambient Temp 95.00 F Heating Information Heating capacity Gas Heat-Low Output Htg Capacity 122.00 MBh Output Htg Capacity w/Fan 129.35 MBh Heating EAT 81.00 F Heating LAT 86.56 F Motor/Electrical information Voltage 208-230/60/3 Design ESP 1.000 in H2O Indoor Motor Power 1.74 kW Indoor Mtr.Operating 2.33 bhp Power Indoor RPM 728 rpm Outdoor Motor Power 1.12 kW Compressor Power 9.41 kW System Power 12.26 kW MCA 63.00 A MOP 80.00 A Compressor 1 RLA 25.00 A Compressor 2 RLA 14.50 A Evaprator Fan FLA 10.60 A Condenser Fan FLA 3.20 A LEED Information ASHRAE 90.1 Yes Refrig charge(HFC-410A)- 8.4 lb Refrig charge(HFC-410A)- 5.8 lb ckt 1 ckt 2 Compressor Power 9.41 kW Outdoor Motor Power 1.12 kW Rated capacity(AHRI) 140.00 MBh Exhaust fan power 0.56 kW Indoor Mtr.Operating 2.33 bhp SEER @ AHRI Power Page 1 of 2 121/2-25 Ton Packaged Unitary Gas/Elec Rooftop-CTO Apple-Tigard,OR(Washington Square Mall) TRAPIE' Tag RTU-1 Quantity 1 Model number YHD150 • Page 2 of 2 • TRANE` 12 1/2 -25 Ton Packaged Unitary Gas/Elec Rooftop - CTO Job Information Name Apple-Tigard,OR Tag RTU-1 (Washington Square Mall) Address Quantity 1 Sales Team San Francisco Main Model Number YHD150F3RLB-- Office D6C1A1B2000E0000 Comments 01000000000 General Unit function Gas/Electric Unit controls Reliatel Design Airflow 4400 cfm Fresh air selection Econ-Dry Bulb 0- 100%w/bar ref Tonnage 12.5 Ton Cooling Entering Dry 79.40 F Bulb Cooling Entering Wet 63.20 F Ent Air Rel Humidity 40.53% Bulb Ambient Temp 95.00 F Heating capacity Gas Heat-Low Heating EAT 61.00 F Supply Single zone VAV fan/drive/type/motor standard motor Voltage 208-230/60/3 Design ESP 1.000 in H2O Evaporator Rows 3 Evaporator Face Area 26.00 sq ft Evaporator Fin Spacing 180 Per Foot Evaporator Face 169 ft/min Velocity Min. Unit Operating 1958.0 lb Max Unit Operating 2360.0 lb Weight Weight Rated capacity(AHRI) 140.00 MBh ASHRAE 90.1 Yes Main Cooling Evap Coil Leav Air 54.26 F Evap Coil Leav Air 51.97 F Temp(DB) Temp(WB) Cooling Leaving Unit DB 56.34 F Cooling Leaving Unit 52.85 F WB Gross Total Capacity 139.72 MBh Gross Sensible Capacity 119.47 MBh Gross Latent Capacity 20.25 MBh Net Total Capacity 132.37 MBh Net Sensible Capacity 112.12 MBh Net Sensible Heat Ratio 0.85 Number Fan Motor Heat 7.35 MBh Dew Point Temp 50.22 F Refrig charge(HFC- 8.4 lb Refrig charge(HFC- 5.8 lb 410A)-ckt 1 410A)-ckt 2 Saturated Discharge 115.18 F Saturated Suction 49.02 F Temp Circuit 1 Temp Circuit 1 Saturated Discharge 115.13 F Saturated Suction 49.02 F Temp Circuit 2 Temp Circuit 2 Main Heating Output Htg Capacity 122.00 MBh Output Htg Capacity 129.35 MBh w/Fan Heating LAT 86.56 F Heating Temp Rise 25.56 F Motor/Electrical Field Supplied Drive Kit High Static Drive Kit Component SP Add 0.238 In H2O Required Total Static Pressure 1.238 in H2O Indoor Mtr.Operating 2.33 bhp Power Indoor RPM 728 rpm Indoor Motor Power 1.74 kW Outdoor Motor Power 1.12 kW Compressor Power 9.41 kW System Power 12.26 kW EER @ AHRI Conditions 12.1 EER MCA 63.00 A MOP 80.00 A Compressor 1 RLA 25.00 A Compressor 2 RLA 14.50 A Condenser Fan FLA 3.20 A Evaprator Fan FLA 10.60 A Page 1 0 MM. I Exhaust fan power 0.56 kW IEER Rating 14.20 DX cooling Condenser coil Std cond coil w/hail Through the base Through the base protection guard provisions electric Disconnect sw/circuit Unit mounted non- Convenience outlet Powered cony.outlet breaker fused disconnect option (factory) Communications Lontalk(R) System monitoring CF,FF and options communications controls-1 condensate overflow interface switch Advanced unit controls Human Interface Field installed accessories Roof curb Roof curb Power exhaust Power exhaust Page 2 0 =NM' NOTES 1.GAS CONNECTION RPE SIZE 1/2" 2 THRU-THE-BASE GAS AND ELECTRICAL IS NOT STANDARD ON ALL UNITS.(SELECTED OPTION:SEE ACCESSORY SHEET) 3.VERNFYWEIGHT,CONNECTION,AND ALL GMENSION WITH INSTALLER DOCUMENTS BEF ORE INSTALLATION 5S' I �� .i j I 7:...:::� ri j i•Ti...-__:\iNIN'-:),, ,,,, j' o DOWNFLO W CONDENSATE DRAIN CONNI"NPT \ . 1` 6411/16„ Ij GAS CONNECTION(SEE NOTE 1) ` ISI , 12111/18" 333/18" "� 15/16 V 7/8"DIA HOLE (UNIT CONTROL WIRE) 211116" 84 3/16" 3"DIA.HOLE (WIT POWER WIRE) PACKAGED GAS/ELECTRIC-DOWNFLOW ISOMETRIC DRAWING 41/4'-0-"--1915'1 8" -..--28 3/4' 28 7/1 @'--a 6 r— —i r--- -1 41/4" V A (flI(�Uri�^a�illll ````` 1 RETURN 76 5/18" 68 11/18' 1/��i 1i"P L--- --J L— --J Q im PACKAGED GAS/ELECTRIC-DOWNFLOW PLAN VIEW DRAWING Page 3