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411) _ -. == L ; I - I , 1 1 • _ (( ! . __ JUL 17 2008 = - -- ' - -- 1 -, _- -: - - - - - BUI LDING DIVISION - - �.I _ __ iI II II ' II _. _ - . 19' 9 I/2" i __ 19 19 1/2" _ - • ' 1 FIELD VERIFY '1 FIELD VERIFY FIELD VERIFY ` - x ; I .- ..._ •. 1 t 11 r I -' t l - — I - 1 .- 7 ..- __. .7.:. _ i .. it 1 - - - I , ` I _l , ( t._� —EXIST h'.� ` ILiI l l ! JS- c , - t.`_ � ,. ' { l ! ` { ! I I/ i Rif GOL ! j I j ` 4-1.., 11 4 F-2.4.--...... > ! I r ,j I (2) PLACES= 1 � - _ I _ i J M1 •-- __ I �.� .t'I _ -~'� '�'•.c - �.: s4 '�.� - ` - 6 ft ; - �t� 1 ___ - - _ -' i ': i - � + � r - - - - - - - - - --- - - - _ _` -: 1 " _�'.f __ I +.\\ �lr - - {: (` Q-- , -4- _ - -1 Jet.:) �V t tP I ` d `°P c-+ - I- f tP :, (o + I (12): ' .S \\..i_ ' -1- - !' 3 Cr) 14 r o , 54 .. J, l 04 S CC) ! 1---4-: COLUMN —f 4, . , f . ) 1 t -- --ct COLUM ! f C 6' ;i 1'_• 1' PJ I/2 "7( ��- - 6 s - - - - - >! . J. .3 , ' ., iL tS - C ity of Tigard 8 •v-d Plans 1 By r Date 7 171 rd . / s � PROF s SCALE: NO SCALE M < S ,� F 4 , T Jo b Marne: MACY'S TIGARD TI Date: ---- -- - __ O6!23/08 o �� . , . 70 fr _— r Drawn: CEC r �/� . ot) No 0729 yi OR EGON 5y - .r client: WILLIAM PULI< ARCHITECTS Slheet. x GI _ f Structu raL �u — 6443 SW Beaverton Hillsdale Hwy, suite 210 Portland, OR 97221 EXPIRES 12 -31 -2008 1 ph:503.203.8111 tx:503.203.8122 wvro/.wdyi.corn ©mos win', rtac. OFFICE COPY fz. , I I I i • I I 1 i ,------ I 1 I r 1 I I 1 ._____ 1 ' I- ' I I I r -r i 1 1 1 I Ate.- t , {6 14-- 1- 1 1 1 1 cor-st 1 1 1 1 1 1 oit IP' ■11 Wr 'II I/ am, 1 - - --■„ ,------ _ o B 1 f I , 1 a 1 1 16 x 24" CONC CORB3EL PER 5K34 I' -9" PEEP GONG PILE CAP , (3)"Se6 "O.C. v r (3) PLACES / 2" CLR OF \�/ __ .y' PILE CAP 1 \ ,' / ^ \-,v n \ \\ / 4 "'* 5TP PIPE MICRO • \ u i _ -_� PILE. EMBED 3' -0' INTO - --_ ' \ \ I / - - `� i , / i \ \\ BEARING STRATA. - CAP - / // , '\\ \ W/fE 1/2 xB x S. , 7 \a' 1 \\ (FE 15 4" ABOVE ,' o \ \\ \ \\ BOTTOM OF FOOTING) r - -- / / \ \ /ice / - \ 4. ,,- - -. -\ /7 J%tL/ \ 1' -2" 1' -0" 1\ y' (t COLUMN .000 556-14 DETAOL: ,o P RO F ► sc ' LE: c c , . 1 %t 4 ' 4 , -, Job Name: MACY'S TIGARD TI Date: 7/81/08 's 17043 r Job • oa: 07295 'Town: CAK O OREGON � , o , ...4 Client: WILLIAM POLK ARCHITECTS Sheet: -A ,..<7, 9� 1 8 , �g c) �v SK- 33 ° G iviv\ '• -' y ; St w En to i 4 h s i 6443 SW Beaverton - Hillsdale Hwy, suite 210 Portland, OR 97221 EXPIRES 12-31 -2008 ph: 503. 203.8111 fx:503.203.8122 www.wdyi.com ©2008 WOY, INC. I I POST AND BASE a PER Alak ° Nir °° Z1 a / a (5) "4 TIE5 EPDXY D OWELED TO ° .- EXIST CONC WALL. issona a ° ° _ .. - II -41, .. 1 n q ° 4 . c a d ■*._.� a ° \ . a 4 c8 o... • : <14 • . ' d <7 .Q _. 0 ° Q d 1 .Q t tO) a CNS '2 11 .4 3 11 Q I - EXISTING FDN WALL a:aa . ,: ° d a (2) S PERT DOWEL TO EXIST WALL PLAN N ° a (2) "5 VERT 5 ,1 pr a a .. EMBED O jillii PRO SC;i: tF _ �f' �'��,o a N '0 � /�� Job Mam MACY S TIGARD TI 1► ate: 7181/08 r ' - 17043 `''-- ®e avarn: CAK Job No 07295 OREGON � p0 v C ent: WILLIAM POLK ARCHITECTS Sheet: '134\ �ti 0 v 18. S te, ^ . , - .,�.� }, � � .�:. � � r t� ' *r x�- r�,- r� ��ts .� �- �. �r r 7,� - �»Ki�y x�r��.Y.��t � "'s.,z w� U G �v • • ; xf •- +S,�tr C +1 n :e ixt :- ,.,�.;' „� ,f , x' . 6443 SW Beaverton - Hillsdale Hwy, suite 210 Portland, OR 97221 I EXPIRES 12 -31 -2008 ph:503. 203.8111 fx:503.203.8122 www.wdyi.com ©20013 wOY, INC. r Z Y I' -9" DEEP CONC (4) 0 5 LONGITUDINAL PILE GAP "S e 10" O.G. TRANSVERSE CLEARANCES PER SK -33 (2) MICRO PILES PER SK -33 1 I H I ` � - 11 I 1 I 1 -4 I --r-- _ I • I \ I 1 1' -ro" .f 1'-6" 1' -0" (t COLUMN DETAIL: % PROP4c SCALE: �, Job Name: MACY'S TIGARD TI Date: 7/8//08 Job No.: 07295 Drawn: CAK ''' '• •N � V -j Client: WILLIAM POLK ARCHITECTS Sheet: 13 , 18, w • 0 SK ®35 G MV�� Y Structural ..Civil Er gineer.s , K „, riftorsoli 6443 SW Beaverton - Hillsdale Hwy, suite 210 Portland, OR 97221 EXPIRES 12 - 2008 I ph: 503. 203.8111 fx:503.203.8122 www.wdyi.com ©2008 WDY, INC. svf s iff 5 °1 LOP 1'r � 9 10 1, 9 (p St ) p (i o I i , /Z Zp6 " �� L Dt`' X ��+ -Fitt b T,Ef -S 6" D�,G cx- v 1 t't 1° / 2 , t oc- � � , / j -t3 -- _ ZA 7v� � /eo OSi6,2 -S e24�oL (1 I T`�P I O I - #!c) EA t, - ---I 0 I -6,,c20-1 - 43 a) 6c005fcoZ -43 ' } lo.cooT Zoo - 43 ) ea,,,, Tic w/ b./77 "0 PI d- z 4 °G OJT 3 � / L " ' T' rc.✓ . S 322' oL / CEO DETAIL: SKYLIGHT INFILL PRO/CF 1 " =1' -0" ••. „, G1 Job Name: MACY'S TIGARD TI Date: 5/9/08 a , 7043 s,1/ 'I1' Job No.: 07295 Drawn: CEC 0' GON ap t Client: WILLIAM POLK ARCHITECTS Sheet: � " 18 , 1 °� � c S K -14 C G MV fl W D¥ Structural • Civil Engineers 6443 SW Beaverton- Hillsdale Hwy, suite 210 Portland, OR 97221 EXPIRES 12 -31 -2008 ph: 503. 203.8111 (x:503.203.8122 www.wdyl.com ©2008 WDY, INC. FLOOR, SIDE AND CEILING RUNNERS "J" SHAPED RUNNER STEEL "C -H" STUDS GYPSUM LINER PANELS 1" THICK 24" O.C,MAX. L 1 I Z GYPSUM PANELS 5/8" THICK DESIGN NO. U415 SYSTEM A 1 HR. S A WALL D A DETAIL CHANGE / SCALE: 1 "- 1' -0 "" D • ARCHITECTURE /PLANNING /INTERIORS / REVISION 2 4/23/08 WILLIAM 911 WESTERN AVENUE SUITE 565 MACY'S FURNITURE GALLERY 07007 POLK SEATTLE, WA 98104 -1031 ARCHITECT TELEPHONE (206) 622 -8443 FAX (206) 622 -8031 EMAIL WPAc WPOLK.COM s x< , t )( ,i- 1 .; h „b ° " " u 1,,,,,,,,,,,i,„ i / \ / t- I \ E 1 = -GH XIS,TIING FREIGHT LEV TOR 1 TO BE CD E _ EV , - 0' X 8 P/ _� 7I / \ 1 I / N ,,,„ ,,,,,,, L _ � F 3 . ., s 7 n LIG-041 - A S. ' T ALL it .. r e g a S1, t � .as. ;dx,z -x.::: `:ss „`z�r s?-",.< ., /26 I 8' -8” IA / , -26 ,, s 4 A 2 1 Yy T 1 , 911 WESTERN AVENUE SUIT JO:, WILLIAM ,1 SEATTLE, WA 98104 -1031 PROJECT 07007 MACY'S FURNITURE GALLERY 2ND FLOOR pjj TELEPHONE (206) 622 -8443 FAX (206) 622 -8031 REVISION 3 5-09-08 ARCHITECT EMAIL WPA ®WPOLK.COM 4ac2 6 3 ov goo? Hail )9'14 Z WILLIAM POLK u.., ASSOCIATES ARCIIITECTI :RE !? PUNNING INTERIORS Memorandum DATE: April 24, 2008 TO: Dan Nelson PROJECT: Macy's Furniture Gallery JOB NO: mmd 2008 -00005 FROM: Michael Stapleton RE: Stair door and shaft enclosures CC: Remarks: Door #221 — Drawings now call out a lhr door and frame on the door schedule. New freight elevator shaft — A) Detail 26/A5.2 changed to meet UL Design No. U415 option A for lhr shaft wall. This detail covers the front and rear walls of the new freight elevator. B) One side wall of the elevator shares the existing concrete wall of the existing freight elevator shaft. C) The other side wall of the new freight elevator shows wall diagram #1 on the plans. A wall diagram for a 10" concrete wall was missing and has been added to the wall diagrams. D) Schindler elevator shop drawings show 1 '/2 HR rating for the elevator door. This all provides a lhr enclosure for the new freight elevator shaft. IBC 707.14.1 Elevator lobby — Requires an enclosed elevator lobby to be provided at each floor where an elevator shaft enclosure connects more than 3 stories. The new freight elevator shaft does not exceed the 3 story allowance. Existing freight elevator shaft that is to be abandoned — Detail 26/A5.2 also covers the infill where the door opening was on the existing freight elevator that is being abandoned. JJ t ` 911 WESTERN AVENUE, SUITE 565, SEATTLE, WASHINGTON 98104 (206) 622 -8443 FAX (206) 622 -8031 f • 1 ' T i 1 1 DOOR SCHEDULE S IN SNXIS FRAM DUALS ODOR e DOOR Na OF LEFT RIGHT FRAME HARDWARE NO LOCATION TEE NAT. DOORS MOTH (EIGHT THICK MAN MIT. ME HEAD DM JAM TIME LAMS SET REtlARKB IA 001 PARKING TO PASSENGER ELEVATOR A AL. 1 PAR - T -0' T -0' 1 3/4' IT AL. - - - - - - 1 1' INSULATED GLAZING LLI U . ,, 002 WLL CALL TO EXTERIOR B HM. I PAR - 3' -0' 1' -0' 1 3/4' - HM. - - - - • - 3 - O 003 WILL CALL TO STARS 11 C HN 1 3' -0' 1' -0' 1 3/4' - HM. - - - - • - 5 • — 001 WILL CALL TO PARKING C HM. 1 3' -0' 1' -0' 1 3/1' - HM. - - - - • - 5 - Y • 005 ELEVATOR EOUP. ROOM TO WLL CALL C HM. 1 3' -0' 1' -0' 1 3/C - HM. - - - - - - 4 - a 006 LOADING DOCK D HM I B' -0' 10'0' WAY* SLAT - HAI - • - - - - LOCK CYL. SEE SPECIFICATIONS 007 LOADING DOCK D HM 1 B' -0' 10' -0' 11'63' SLAT - HM - - - - - - LOCK CYL. SEE SPECIFICATIONS USA GENERAL STORAGE TO WILL CALL B HM I PAR - 3' -0' 7' -0' 1 3/4' - HM - - - - - - 6 009 STARS TO EXTERIOR - - - • - - - - - - • - - - 6 EXIST. DOOR 6 FRAME 010 STARS TO EXTERIOR - • - - - - - - - - • - - - B EXIST. DOOR & FRAME 011 GENERAL STORAGE TO EXTERIOR - - - • - - - - - - • - - - LOCK CYL. SEE SPECIFICATIONS EXIST. DOOR 6 FRAME 2 104 EXTERIOR TO EMPLOYEE ENTRANCE C HM I 3' -0' 7' -0' 1 3/C • HM - - • - - - 2 - O O 105 STARS TO EXTERIOR B HM. 1 PAR - 3' -0' T' •0 ' 13/1 - AM - - • - • - 6 - 106 STARS TO GARAGE B HM 1 3 -0' 1' -0' 1 3/1' - HN - - • - - - 9 -1-. 107 RESTROOM C HM. 1 3' -0' T -0' 1 3/1' - HM • - • - - - • - LL 108 RESTROOM C MM. I 3' -0' T•0' 13 /a' - HM. - - - - - • - 109A ENTRY - - - - - - - - - - - - • - 10 EXIST. DOOR I FRAME 1098 ENTRY - - - - - - - - - - - - - - 10 EXIST. DOOR I FRAME 1090 ENTRY - - - • - - - - - - - - - • 10 EXIST. DOOR It FRAME .. 1090 ENTRY - - - - - - - - - - - - - - 10 EXIST. DOOR I FRAME 109E ENTRY - - - • - - - - - - - - - - 10 EXIST. DOOR 6 FRAME 109E ENTRY - l • - • - 70 EXIST. DOOR I FRAME •• tz 220 ROOM 1213 TO STARS 13 B HM. 1 PAR - 3' - 0' 1' -5' 1 3/4' - HM. - - - - - - 9 - O O 221 ROOM /201 TO STARS 81 B HM 1 PAR - 3'-0' 7' -0' 1 3/C - HM. - - - - - - 9 1 HOUR DOOR 2.-FRAME u. • En LEGEND GENERAL DOOR NOTES A 1 HR. DOOR /FRAME AL. - ALUMINUM t CONFRM CONTACT LOCATIONS WITH ADT SECURITY SERVICES. • HARDWARE GROUP PROVIDED TO CONTRACTOR BY EMAL HM. - HOLLOW METAL 2. ALSO REFER TO MSA DOOR SCHEDULE FOR OTHER DOORS .. AUTO DOOR OPENERS AT THESE SET OF ENTRY DOORS IT. - INSULATED TEMPERED 3. ENTRY VESTIBULE DOORS ARE TEMPERED GLAZING DOOR SCHEDULE ARCHITECTURE /PLANNING /INTERIORS 911 WESTERN AVENUE SUITE 565 SEATTLE, WA 98104 -1031 L\ REVISION 2 4/23/08 SAM TELEPHONE (206) 622 -8443 FAX (206) 622 - 803107007 POLK EMAIL WPA ®WPOLK.COM MACY'S FURNITURE GALLERY ARCHITECT (0 ' FLOOR, SIDE AND CEILING RUNNERS "J" SHAPED RUNNER STEEL "C -H" STUDS GYPSUM LINER PANELS 1" THICK )r 24" O.C.MAX. Z GYPSUM PANELS 5/8" THICK ~ DESIGN NO. U415 \ SYSTEM A 1 HR. L'� SHA WALL DETAIL CHANGE 6 / SCALE: 1 "- V-0" - ARCHITECTURE /PLANNING /INTERIORS A REVISION 2 4/23/08 WILLIAM 911 WESTERN AVENUE SUITE 565 MACY'S FURNITURE GALLERY 07007 POLK SEATTLE, WA 98104 -1031 ARCHITECT TELEPHONE (206) 622 -8443 FAX (206) 622 -8031 EMAIL WPA@WPOLK.COM IF: ^ / 't ^ ` ^ ` . ` m r 7 �� --- �|IC --- 11 WILL CAL `._. � ^^ II- -- -- — j II-- -- -- -- '�/ UP N � 1 E _ _ _ �L _ _ _ 11 -II ARE/ 1 � N�� REMOVABLE �N�� RAILS EXISTING STAIRS #1 � — ^` | PER al_ (�m . ��n� / / --' `^ ` \ '-- �-- ��� 8'-0 ~� / / 41 - c . � 0� 9 ~' 1''9' "= UP ^ ��N� �� | m�m \._ � ' � EL ~3 0 . I B | ----- / 5''0^ �:it, IiI ,.,;.,,,q / NEW SLAB TO I'II * MA ' LEVEL OF \ � � LOADING ■0CK - -- DOCK _ � , '. WILL CALL / 1 ` I .r 24'_"J^ � A2.2 � '* / �\ /n�CHANGE 3 ;, A52 w 10 NU BER , j ilik A5.2 A5.2 8 t il ��~� - 6 666 6 N64 . w� K I \ -- EL 3'. | ��� U �/ ,1 ��� � | ,/ SAME -- NEW ' | | EXIST. s \ N FRI T | ELE . �� ROOM ---' `cmo/ I TI BE io'NDONED ! r^� — — — — � — 14'-8" / / 26 �~ A52 � .~~� I 911 WESTERN AVENUE SUITE 565 P ROJECT 07007 MAC�S FURNTUR��n��L�RY I�][K SEATTLE, WA 98104-1031 ' `TELEPHONE (206) 622-8443 FAX (206) 622-8031 /6\ REVISION 2 4/22/08 ARCHITECT�- C' t. e 7 r .. 4 LJ - i 6, -1Y.. L ALIGN = - _ 9 Zo ROOM # 104 z L c, - k 2 4 9 A 5.2 ...7. `i — A� „, 13' -7)„ 6' -8 /8„ 16' -1„ :/ // // / i. ,,dlh,, • e A2.2 1 �� 4 ROOM #106 A5.2 ;t 1' -6" 11' -0" 1' -6" 26 ,,: -k ,,, –/ ,i t , A5 2 „° \ / 7 i =1 NE HT XI�TIFd FREIGHT ',1 • i 1 LEVA OR TO BE I I ELEV. , -0 8' -8" ABVD�NED 3 9 14' - A5.2 / / 1 ,& CHANGE A5.2 �26 NUMBER 5.2 11 _ ARCHITECTURE /PLANNING /INTERIORS REVISION 2 4/22/08 A5.2 '{ 911 WESTERN AVENUE SUITE 565 PROJECT 07007 MACY'S FURNITURE GALLERY WILLIAM SEATTLE, WA 98104 -1031 I TELEPHONE (206) 622 -8443 FAX (206) 622 -8031 ARCHITECT EMAIL WPA @WPOLK.COM , 1 SINK ii 1 t g F 4, 8 8 2 , ,d1h, , A5.2 ( 1 t # /6\ CHANGED A2.2 k STA NUMBER i 26 11,-0" )' A5.2 2 .. 112'22) 2 A5.2 � 1 i NE ∎ ' 'GHT � XI TIf FREI T 1 o �E_EV. 8 8 "LEV TOR TO BE TEL /ELEC. . , ABVbSZNED CLOSET / -1 A L GN T 14' -0" a / / �, II" 1 26 A5.2 - t u 1 40 Mr k mizziE /P LAN NING /INTERIORS Z.E, REV 310N 2 4/22/08 (WILLIAM li SEATT I� WA 98104 io31 PROJECT 07)07 MACY'S ..RNITUR GA}L " ARCHITECT TELEP I NE (!: : 2 -8443 FAX (2061 622 -8031 EMAIL WPA ®WPOLK.COM yt f 9 / /F /vcL ri W D Y Structural • Civil Engineers - ' . STRUCTURAL CALCULATIONS FOR MACY'S WASHINGTON CIRCLE TENANT IMPROVEMENTS - ELEVATOR REVISION -2 TIGARD, OREGON JUNE 12, 2008 rlill / L3675 ulna - RE ON ' ri r s4A 0 DESIGN PARAMETERS: 2007 Oregon Structural Specialty Code (OSSC) ROOF LOAD 15 psf DL 25 psf Min SL per OSSC 1608.1 GROUND SNOW 20 psf + Drifting Per ASCE -7 IMPORTANCE I = 1.0 WIND BASIC WIND SPEED 94.5 mph (3 -Sec Gust) EXPOSURE B IMPORTANCE I = 1.00 SEISMIC MAPPED RESPONSE S = 0.95; S = 0.34 SITE CLASS D IMPORTANCE IE = 1.00 CONTENTS: FLOOR SUPPORT 1 to 6 ,.; SKETCHES 1 to 8 6443 Sw Beaverton - Hillsdale Hwy, suite 210 • Portland, OR 97221 • ph: 503.203 8111 • fx 503.203.8122 • www.wdyi.com ... ...: W D V s r, . .. . ...., .: .:. .- .. .., . . . Job Name: Af c fi 4-, Job , Sheet No: /7 ‘, Client: 4 1 . , :,,/ . ;;4 . Date: t ,.,,- By: / „ . I • , ; ; ; ; ; . : i . i i i J f , ; . . . . , . . ! =413 d . , . 15F "fi I-- 0 4 7. 2 i- v ;: . - 1 . , , .,,-.•?/tit-. I I 1 f/ .. e2 i ci .,_.. , . , • , . i - - . 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A .. ... . • .. 6443 SW Beaverton-Hillsdale Hwy, Suite 210 • Portland, OR 97221 • ph: 503.203.8111 • fx: 503.203.8122 • www.wdyi.com TB/ D S tructural • Civil Engineers :',,; a`_, :i -. lItuill Job Name: Mitcy s 11.W.q,y Job No.: 0 7 z„..,75--- „. T ,'-`- Sheet No: 3 / Client: Irtiei Date: 6 I if I `7 By: 1 , 1 „ 4 1 ) - / - 7-27,,,, i ., - ,, , :t i.:( -.__ g to _ ._ . ._ _ ..._. .. . ��e r./ h \ 3 i (� a W , 1 4ft,.a.. 1 te r 1 . "} . ^, �' I . . , i i �.... 0k.;..,'c /1 , €::' = f..-<<.�„< . .t7.,,p,i . �j K _ "V 'WJ'�,,S. I 5 "4 ' S ' } ', ^t- . '� ; / - - ' i • '` >> € . f ill c . ' .. r 5 f .l / : e , Caw 1` -E'r ., . I t e -- . ve-A7 F L -0 0e-.( i : .) t I r . ,. . , 6 : �(;`�, -t. y✓`, , .0 if,/ I. C Fr P. s ( 4 ) . - . , 1 N t 6443 SW Beaverton - Hillsdale Hwy, Suite 210 • Portland, OR 97221 • ph: 503.203.8111 • fx: 503.203.8122 • www.wdyi.com n ■ MB_ConcWalls.xls Elevator Shaft Wall Design By: tdw , 8" Wall @ 2nd Floor • Slenderwalls and Jambs DL = 0 psf Drift at Max = 0 psf ACI Section 14.8 SL = 0 psf Drift Length = 18.83 ft Compare Trib = 10.00 ft Drift Load = 0.00 plf Seismic 0 4•Sds *W/1.4 20.26 psf Drift Trib = 2.67 ft Wind Zone 4 0.00 psf For Wind Loads Zone 5 n/a psf REF Sheet No.: W1 Axial Loads Add] DL = 0 plf Trib Opening Width = 0.00 ft load Add'I SL = 0 plf MAX = 20.26 psf Aeff = 17.00 ft Jamb /Design Width = 1.00 ft factor ult load panel Pdl = 850 lb 1.2 1020 panel PA = 137 ft -lb Pdl = 0 lb 1.2 0 roof PA = 0 ft-lb PII = 0 lb 1.6 0 total PA = 137 ft -lb Seismic Governs total = 850 total = 1020 Pn max = 17280 ok Alternate Wall Moment Input: (ULTIMATE) (SERVICE) Moments e roof = 1 in Earthquake Me = 0 ft-lb O ft-lb Mdl = 0 ft-lb 1.2 0 Wind Mw = 0 ft -lb O ft -lb MII = 0 ft -lb 1 6 0 Dead Load, Mdl = 0 ft -lb O ft -lb SDS = 0.709 Live Load, MII = 0 ft -lb 0 ft-lb Importance Factor = 1 00 Seismic Governs Note: These loads will only govern if they are higher than the result of the Out -of -Plane Loading 1.4 1025 computed loads at the left. The analysis compares and uses the larger Me = 1024.505 ft-lb Mu = 1025 Mu total = 1162 ft-lb ok moments. Me,s = 731 78929 ft -lb Wall Properties • Lc= 204 in Parapet h = 0 ft fc = 3000 psi pi= 0.85 b = 12 in Ec = 3122 ksi t overall = 8 in reveal = 0 in fr = 411 psi t effective = 8 00 in fy = 60 ksi cover = 0 75 in Es = 29000 ksi vert bar ties = 4 tie size n = 9.29 p max = 0 60 x pb bar location = Centered As iterate = 0 07 in pb = 0.021 d = 4.00 in p = 0.001 ok < p max = 0.013 yt = 4.00 in Ig = 512 in Goal Seek Mcr = 4382 ft-lb phi'Mn = Mu total 0 (to zero) ' As req'd = 0 07 in /ft Nominal Moment Capacity Reinforcing: Ase = 0.08 in Use # 5 Bars @ a = 0.17 in 12 " O.C. Mn = 1660 ft -lb Centered = 0.31 in /ft ok phi = 0.70 Nominal Moment Capacity with Actual As phi • Mn = 1162 ft -lb Ase = 0.33 in c = 0.20 in a = 0 64 in Icr = 11.42 in Mn = 6016 ft -lb Acr = 0.14 in phi = 0.70 An = 3.23 in phi • Mn = 4211 ft -lb ACI (14 -9) M = 8.78 k -in le = 107472 in N.G. < Mcr . for Ms >Mcr As = 0.00 in le iterate = 107472 in ok < 5% over for Ms <Mcr As = 0.02 in Goal Seek 0.00 (to zero) p = 0.000 use As = 0.02 in p max = 0.013 ok As max = L / 150 = 1.36 in ok Job No. 07295 06/2008 Page`. ' - a MB_ConcWalls.xls Elevator Shaft Wall Design By. tdw 8" Wall @ 1st Floor Slenderwalls and Jambs DL = 770 psf Drift at Max = 0 psf ACI Section 14.8 SL = 158 psf Drift Length = 18 83 ft Compare Trib = 10.00 ft Drift Load = 0.00 plf Seismic 0.4`Sds'W /1.4 20.26 psf Drift Trib = 2 67 ft Wind Zone 4 0.00 psf For Wind Loads Zone 5 n/a psf REF Sheet No. W1 Axial Loads Add'I DL = 0 plf Trib Opening Width = 0.00 ft load Add'l SL = 0 plf MAX = 20.26 psf Aeff = 16.50 ft Jamb /Design Width = • 1.00 ft factor ult load panel Pdl = 825 lb 1.2 990 panel PA = 174 ft -lb Pdl = 7700 lb 1.2 9240 roof PA = 4139 ft -lb P11 = 1580 lb 1.6 2528 total PA = 4313 ft -lb Seismic Governs total = 10105 total = 12758 Pn max = 17280 ok Alternate Wall Moment Input: (ULTIMATE) (SERVICE) Moments e roof = 1 in Earthquake Me = 0 ft-lb O ft -lb Mdl = 642 ft-lb 1 2 770 Wind Mw = 0 ft -lb O ft-lb MII = 132 ft -lb 1 6 211 Dead Load, Mdl = 0 ft-lb O ft -lb SOS = 0.709 Live Load, MII = 0 ft -lb 0 ft -lb Importance Factor = 1.00 Seismic Governs Note These loads will only govem if they are higher than the result of the Out -of -Plane Loading 1.4 965 computed loads at the left. The analysis compares and uses the larger Me = 965.12625 ft -lb Mu = 1946 Mu total = 6259 ft-lb ok moments. Me,s = 689.37589 ft -lb Wall Properties L c = 198 in Parapet h = 0 ft fc = 3000 psi (3i= 0.85 b = 12 in Ec = 3122 ksi t overall = 8 in reveal = 0 in fr = 411 psi t effective = 8.00 in fy = 60 ksi cover = 0.75 in Es = 29000 ksi ven bar ties = 4 tie size n = 9.29 p max = 0 60 x pb bar location = Centered As iterate = 0.30 in' pb = 0.021 d = 4.00 in p = 0.006 ok < p max = 0.013 yt = 4.00 in Ig = 512 in Goal Seek Mcr = 4382 ft-lb phi *Mn = Mu total 0 (to zero) As req'd = 0.30 in /ft Nominal Moment Capacity Reinforcing: Ase = 0.51 in Use # 5 Bars @ • a= 1.00 in 12" O.C. Mn = 8942 ft -lb Centered = 0.31 in /ft ok phi = 0 70 Nominal Moment Capacity with Actual As phi' Mn = 6259 ft -lb Ase = 0.52 in C = 1.18 in a = 1.02 in Icr = 44.34 in Mn = 9114 ft-lb Acr = 0.13 in phi = 0.70 An = 4.22 in phi * Mn = 6380 ft-lb ACI (14 -9) M = 8.27 k -in le = 120097 in OK > Mcr for Ms >Mcr As = 0.00 in le iterate = 120097 in for Ms <Mcr As = 0.02 in Goal Seek 0.00 (to zero) p = 0 000 use As = 0.02 in p max = 0.013 ok As max = L / 150 = 1.32 in ok Job No. 07295 06/2008 Page'- a w MB_ConcWalls.xls Elevator Shaft Wall Design By: tdw . 10" Wall @ Loading Dock . Slenderwalls and Jambs DL = 1240 psf Drift at Max = 0 psf ACI Section 14.8 SL = 316 psf Drift Length = 18 83 ft Compare Trib = 10 00 ft Drift Load = 0 00 plf Seismic 0.4 *Sds*W /1 4 25.32 psf Drift Trib = 2 -67 ft Wind Zone 4 0.00 psf For Wind Loads Zone 5 n/a psf REF Sheet No : W1 Axial Loads Add] DL = 0 plf Trib Opening Width = 0.00 ft load Add] SL = 0 plf MAX = 25.32 psf Aeff = 12.00 ft Jamb /Design Width = 1.00 ft factor ult load panel Pdl = 750 lb 1.2 900 panel PA = 59 ft -lb Pdl = 12400 lb 1.2 14880 roof PA = 2633 ft -lb PII = 3160 lb 1.6 5056 total PA = 2693 ft -lb Seismic Governs total = 16310 total = 20836 Pn max = 21600 ok Alternate Wall' Moment Input (ULTIMATE) (SERVICE) Moments e roof = 2 in Earthquake Me = 0 ft -lb O ft-lb Mdl = 2067 ft -lb 1.2 2480 Wind Mw = 0 ft -lb 0 ft -lb MII = 527 ft -lb 1.6 843 Dead Load, Mdl = 0 ft -lb 0 ft -lb Sos = 0.709 Live Load, MII = 0 ft-lb 0 ft -lb Importance Factor = 1 00 - Seismic Governs Note: These loads will only govern if they are higher than the result of the Out -of -Plane Loading 1.4 638 computed loads at the left. The analysis compares and uses the larger Me = 638.1 ft -lb Mu = 3961 Mu total = 6654 ft -lb ok moments. Me,s = 45578571 ft-lb Wall Properties Lc= 144 in Parapet h = 0 ft fc = 3000 psi 01= 0.85 b = 12 in Ec = 3122 ksi t overall = 10 in reveal = 0 in fr = 411 psi t effective = 10 00 in fy = 60 ksi ' cover = 0.75 in Es = 29000 ksi vert bar ties = 4 tie size n = 9.29 p max = 0.60 x pb bar location = Centered As iterate = 0.07 in pb = 0.021 d = 5.00 in p = 0.001 ok < p max = 0.013 yt = 5.00 in Ig = 1000 in Goal Seek Mcr = 6847 ft-lb phi *Mn = Mu total 0 (to zero) As req'd = 0.07 in /ft Nominal Moment Capacity Reinforcing: Ase = 0.41 in Use # 5 Bars @ a = 0.81 in 12 " O.C. Mn = 9505 ft -lb Centered = 0.31 in /ft ok phi = 0.70 Nominal Moment Capacity with Actual As phi * Mn = 6654 ft -lb Ase = 0.66 in c = 0.95 in a = 1.29 in Icr = 66.38 in Mn = 14314 ft-lb Acr = 0.06 in phi = 0 70 An = 1.59 in phi * Mn = 10020 ft -lb ACI (14 -10) M = - 210.66 k -in le = 11 00 in OK > Mcr for Ms >Mcr As = -13 25 in le iterate = 11.00 in for Ms <Mcr As = -0.15 in Goal Seek 0.00 (to zero) p = 0.000 use As = -0.15 in p max = 0.013 ok As max = L / 150 = 0.96 in ok ' Job No. 07295 06/2008 Page: i . .` ...._..., ,...____. \I , I I I 6Z-12---- 1 1 1 1 I 54.2 11 1 I I L _J I L 7 1 L t t ak P i r 1- H 1 54.1 II 1 I t ] ; ',, P 1 I I, t 4, -: ,- 12 ', II IL-'i 54.1 L _ _ I_ _ I_ - - 7 7 - - - 7 r 1777 1 r L _i C 1 : 54.1 54.1 1 EXISTING UJALL • I Mk - L TO BE REMOVEID _ i _I I NV II -I -------'2 1 1 • I I- -- k i ' -77 - -- i i ." 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DETAIL: LOWER LEVEL PLAN -4 4 c, c,cc PRO/cc SCALE: NOT TO SCALE N Rev 06/04/08 , t / 0 Job Name: MACY'S TIGARD TI Date: 05/23/08 i7,_, ,/,' .." ii ' Job No.: 07295 Drawn: CAK 1 ,/ . 04 GON V --.../ Client: WILLIAM POLK ARCHITECTS Sheet: • 18, <<, SK-15 C c-) G MO 1711 W DY Structural • civiI.Erigirieers , hood 't9 6443 SW Beaverton-Hillsdale Hwy, suite 210 Portland, OR 97221 EXPIRES 12 ph:503.203.8111 fx:503.203.8122 www.wdyi.com 02008 WDY, INC P:\2007\07295 Macy's Tigard Furniture Store \Cad \SK's \SK04_07295 dwg, 3/20/2008 1:25:37 PM, Culley 6005162 -33 , rri ° RFC+ /� � S EE ARCH FOR �. 0 24' C O F4' F� FINISHES En En G0 `� '. 0 o ,.145 "0 P.A_F. N 8 z a 24" O.C. w G z Z �9� `� � � � �mmT20m -43 CONT TRACK W/ 00 F \ *' \ T.O. SLAB #S x 3/4" SCREWS 7 EA LEG EA STUD -- =1 ,_ ,I L: c7, .. 6735, 1_ , _ - _ , 2 z I b - p Ii r _ a, LL .ig a l r ° D om �.. +1 OC cn T> °' -< Z *4 HORIZ ` Q 0 } W E D ' 12 " O.C. U- E ° . �' -I AL SIDES a. Q� s a" w p w EXIST SLAB in r D } c] . .. O - m z] v o > 0 A -\ } .. o . a . *4 x I' -6" EPDXY Co a C7 i • a • W . • DOWELS 9 32" O.C. _ ° 'f) w W/ 5" EMBED TO m a EXIST SLAB a> 0 v ate ----N o - •,• `° R OUGHE N NEW FREIG1 -4T a . a N o • SU RFACE ELEVATOR PIT / / - • / REMOVE EXIST av . . d n ° SLAB 4 FND WALL �. a $ \ \ T.O. T.O.FTG. " � \ a a . AS REQ'D TO u .. '—• _ _ INSTALL PIT. • co A m ' a.... , Q , d i a INFILL SLAB WI N, . . = a a .: a a SLAB OF EQUAL - \ 4 THICKNESS 4 4 "a • a s a . *4 9 16" O.C. O C J \ \ EACH WAY N n w (Y . EACH n o if) - e 12 " O.C. °w U EACH WAY TOP 4 BOTTOM O 1 6 • 10" CONC WALL — N '*4 x 3 -m ° DOWEL e e 32" O.C. a. •a T.O. SLAB , 4 (2) " AT TOP f ' L. a . . 'a a ..'/ ' 1, a Vgage0 : • • ' O,nAck.,30,c ° NEW FRE IGNT ° ELEVATOR PIT Z ' 10" CONC WALL ? \ > i 1 < ` "5 VERT e 10" O.G. (k (Y FOR SUMP "4 NORIZ 6 10" O.C. W } SEE - Q 10 0 111 54.1 - , '•4 ' • • cv , ROUGHEN SURFACE ° . ° � T.O. FTG. \ \ ° \ d e a . o. 0 N 0 \ a • . . d'.' . 4 • , • . 4 • • in —t U / 1' -(0" / s � R U C T UR L DETAIL: SECTION 5 p SCALE: 1 " =1' 0" `�� pR�F F cv � • G l N � F � � jO ' 1 . Job Name: MACY'S TIGARD TI Date: 6/04/08 ' Job No.: 07295 Drawn: VK c,-)., N �v, Client: WILLIAM POLK ARCHITECTS Sheet: k18,1��,v SK -22 C c mov. Fl W D Y Structural • Civil'Engineers' . 6443 SW Beaverton - Hillsdale Hwy, suite 210 Portland, OR 97221 EXPIRES 12 - - 2008 ph: 503. 203.8111 fx:503.203.8122 www.wdyi.com ©2008 wov, INC. • _ f V 1 I 1 I1,, . --1---;--_ � �J Y I_ , Er , .i,,,,,, a J� I O — : - mr . Elm .p..,9_, \ 7 1 I, ( = . A6 ©► --- 4.2 ALTERNATE INFILL I I NV 5 511 5E I - III' 22 SK6 _ I I - 0 x 'dil l 54.1 1 1 8 (f NV I r -■ Mr EA JAMB ` J W l,ax19 III - - - - -- ' r � W 10x19 -, ; IF / —_- I I' GONG _ — +— 1 g BELL , V 8" CO .'s. �_.. ,X Z 4 — — — —1 i 0 0 I w w Z 5� R U C T u,R DETAIL: FIRST FLOOR PLAN 5 c ��0 P ROFFS SCALE: NOT TO SCALE 0 1N 4 , c f / Rev 06/04/08 ( E ' ; - Job Name: MACY'S TIGARD TI Date: 05/23/08 7 1,/ r Job No.: 07295 Drawn: CAK e REGON Client: WILLIAM POLK ARCHITECTS Sheet: 18a SK -16 hood 171WDy S • Civil Engineers . /,/ op o 6443 SW Beaverton - Hillsdale Hwy, suite 210 Portland, OR 97221 1 EXPIRES 12 - - 2008 ph:503.203.8111 fx:503.203.8122 www.wdyi.com ©2008 WDY, INC. MTL STUDS a 24" O.C. O SEE ARCH FOR FINISHES 4 10 x 3/4" SCREWS e 24" O.C. 600T200 -43 CONT TRACK +' EXIST TOPPING SLAB I � r P • I * 0 (2) 3/16" x 1" ° TITAN SCREWS ° a T a_ ° • EXIST DBL TEE o_ CD N N Q UICK CLIP 003 EA STUD N MTL STUDS 6 24" O.G. 0 cp' SEE ARCH FOR FINISHES ` li 2 R UCTUR 4 DETAIL: p(!V, 5 i SCALE: 1 " =1' -0" , m � - • p Job Name: MACY'S TIGARD TI Date: 3/20/08 ti , 71 r 4f ‘A# Job No.: 07295 Drawn: CEC OREGON Client: WILLIAM POLK ARCHITECTS Sheet: • F �s S K -7 (, MV Fl X D Y Structural • Civil Engineers o p 6443 SW Beaverton - Hillsdale Hwy, suite 210 Portland, OR 97221 EXPIRES 12 - - 2008 ph:503.203.8111 fx:503.203.8122 www.wdyi.com ©2008 WDY. INC. a I I J I I w 1 - ALTERNATE INFILL 1 t- SEE ` - 5K.6 = _ I ___ $ -w - SHAFT WALL - - - r - 1 5K20 ' K2 I /\ S' CON // \\ 1 WALL - - / ,\ I L . - // // l/ // /7 7/ 7/ // // //' 'i /i it /i it ,i n o /r — — — BASE 1 E = == SKS HEAD =__ 1 I a 1 .T 8 .1 r_ — . e _ _ _ _ r - 0 N I m I' AI ® _ T^ O n 6 - ffi I - -- 94. 4. Y N� O X , n u c T u R a DETAIL: SECOND FLOOR PLAN 5$t5� PR OFF SCALE: NOT TO SCALE 13675 + Job Name: MACY'S TIGARD TI Date: 05/23/08 N -� _ Job No .,: 07295 Drawn: CAK OREGON ' O Client: W ILLIAM POLK ARCHITECTS S heet: SK-17 c .9` .. -<Y 1 , \ c3 ti e . \/ D \ \- in w D v ' Structural • Civil Engineers a 6443 SW Beaverton - Hillsdale Hwy, suite 210 Portland, OR 97221 EXPIRES 12 -31 -2009 ph:503.203.8111 (x:503.203.8122 www.wdyi.com 02008 WDY, INC. , 4 5" CONC WALL `� •5 VERT e 12" O.C. ( ° "S HORIZ e 10" O.C. ` Z f" E ' DO NOT REMOVE a , , • l i (E) FLOOR AT NEW ° _ N ELEVATOR UNTIL ' I a LOWER WALLS ARE 4 AT STRENGTH 4 ) h - u a - 4 4 n INFILL UPPER EXTEND VERT ° a SECTION AFTER REINF TO WITHIN PLACEMENT OF I" OF DBL TEE DOWELS WITH SELF FLANGE - .. a CONSOLIDATING ° 4 CONCRETE. VERIFY (4) *5 HORIZ FULL BEARING OF AT TEE . TEE FLANGE BEFORE BEARING ' '. I 4 PLACING UPPER LEVEL WALL o a . I a • POUR WALL TO • e. DBL TEE BEARING 5" CONC WALL a LEVEL. ALLOW CONC co "5 VERT 12" O. TO REACH 2500 PSI N 0 4 HORIZ 6 10" O.G. � PRIOR TO PLACING VERT e WALL . a UPPER LEVEL WALL 3 • Lo o) N N- 9 N co 0 N Y in Y N m U O R A.3 T u R DETAIL: PANEL CONNECTIONS �(�,.D P ROF Fs� SCALE: 1"=1'-0" � � 0 I N F , � _ 13675 9 Job Name: MACY'S TIGARD TI Date: 6/12/08 11 0 ob No.: 07295 Drawn: CAK OREGON RI Q L�Y 1 6 � � � � � Client: WILLIAM POLK ARCHITECTS Sheet: SK-20 5 J. , D O �- Structural • Civil Engineers 6443 SW Beaverton - Hillsdale Hwy, suite 210 Portland, OR 97221 brawl 7 OF 0 EXPIRES 12 -31 -2009 • ph: 503. 203.8111 fx:503.203.8122 www.wdyi.com ©2008 WDY, INC. • CORE DRILL 2 "(I) POLES FOR REINF 4 GONG PLACEMENT SECOND LEVEL a a • 1 1 1 I ° '✓x a TPRU UJEE --- - - - - -* I I .�--- -- - -- ° I I I I N 1 l4) "SVERT e 4" O.C. I I I AT DEL TEE UJEES _1_"_1____i___ N _�•�— 1 1 I 1 I 1E5_ DETAIL: PANEL CONNECTIONS PROF ! SCALE: 1 " =1' -0" w , G 1N � /, 4, ) 13675 �' Job Name: MACY'S TIGARD TI Date: 6/12/08 .i= ■ / Job No,: 07295 Drawn: CAK OREGON � � � �� � 0 Client: WILLIAM POLK ARCHITECTS Sheet: F 16 o � SK-21 y ✓ D \\ fl W D Y Structural • Civil Engineers - OF S 6443 SW Beaverton - Hillsdale Hwy, suite 210 Portland, OR 97221 EXPIRES 12 -31 -2009 ph: 503. 203.8111 (x:503.203.8122 www.wdyi,com ©2008 WDY. INC. ~ . �. \• W D Y ~ CiVil . �` � � ` Transmittal Wood 31v JUN km To: ' ~ From: Tom Wharton "wv � � y0no ' Building Department Plans Review � ° `«oo 13125SVV Hall Blvd. Date: 12 June 2008 Tigand, OR Job Name: yWany'o\Neshin '� — Attn: Mark VanDomelen Job No.: 07295.40 ''~^ cc: File: 072950anuO5O008_0oir/elderdoo Re: Elevator Shaft Caics and Sketches We are sending you the following items: O Drawings (originals) 0 Drawings (copies) [J Report O Proposal El Calculations 0 Specifications 0 Letter O Sketches O Other Via: 0 Fax — pages mcI. cover 0 Messenger El Express Delivery 0 Mail These items are: O For approval El For your use 0 As requested O For review & comment Attached: Copies Pages Description 1 15 Structural Calculations and Sketches Remarks: '4, Signed: � 21,404-3 6443 SW Beaverton-Hilisdale Hwy, suite 210 • Portland, OR 97221 • ph 503.203 8111 • fx: 503 2038122 ^vmww.woricom I ‘• vyr D y Structural • Civil Engineers bow/ STRUCTURAL CALCULATIONS FOR MACY'S WASHINGTON CIRCLE TENANT IMPROVEMENTS — PERMIT PACKAGE TIGARD, OREGON FEBRUARY 18, 2008 •::,\ OPLEGDT Cf,(X2R,O1-17iL___Io .?Irv. City of Tigard A eove. Plans I I FX71-77S: B 4it Date4L ( 68 t_.,,pzer..)g-ecc)47 OFFICE COPY DESIGN PARAMETERS: 2007 Oregon Structural Specialty Code (OSSC) ROOF LOAD 15 psf DL 25 psf Min SL per OSSC 1608.1 GROUND SNOW 20 psf + Drifting Per ASCE-7 IMPORTANCE I = 1.0 WIND BASIC WIND SPEED 94.5 mph (3-Sec Gust) EXPOSURE IMPORTANCE l = 1.00 SEISMIC MAPPED RESPONSE Ss = 0.95; S = 0.34 SITE CLASS IMPORTANCE IE = 1.00 6443 SW Beaverton-Hillsdale Hwy, suite 210 • Portland, OR 97221 • ph: 503.203.8111 • fx: 503.203.8122 • www.wdyi.com 15 WDY Structural • Civil Engineers tom/ Job Name: Macy's Washington Circle Plaza TI Job No: 07295 Sheet No: gf- / Client: William Polk Architect -It/ Date: Jan 2008 By: GGM . # If .;--- rls r --- 3 ... ,, ,_ _ . , . . _ • - '.- 4' . 'I ,:' ,.•., , : . . • ' : : ' : : ; . . 2- 1 6 ' Depcx,...., ,A:p.e), , ! t_j ii n -- -- ' 'Cri : 1 ' ti ' 4 i 1:f .. 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(0,,, ,./c.. 4.16t-LS . . . • . . ,, ...1-)rx.A-6,_:te44.0,s / :,... -.„. . . . . . . , : . - . . . . . . , . . . . 6443 SW Beaverton-Hillsdale Hwy, suite 210 • Portland, OR 97221 • ph: 503.203.8111 • fx: 503.203.8122 • www.wdyi.com , . . ri wpy Structural. Civil Engineers Job Name: Macy's Washington Circle Plaza Job No: 07295 Sheet No: RF -1... Client: William Polk Architect Date: Feb 2008 By: GGM • Snow Drift ASCE 7.8 Location : Low Roof Projected Height Above Roof, h = 35.00 ft Actual Ground Snow Load, p = 20.0 psf [from Snow Load Analysis for Oregon] Snow Exposure Factor, C = 1.0 [Table 7 -2] Snow Thermal Factor, C = 1.1 [Table 7 -3] Importance Factor, I = 1.0 [Table 7 -4] Roof Snow, p = 0.7C p = 15.4 psf (eq 7 -1) Horizontal dimension from projection to edge of roof = 180.0 ft = roof length (25ft < I„ < 600ft) = 180.0 ft h = 0.43 • 0 u • VP g +10 —1.5 = 4.18 ft [Figure 7 -9] Density, y = 0.13 P + 14 = 16.6 pcf (eq 7 -4) Ht of balanced load, h = P /y = 0.93 ft (Sec. 7.7.1) Clear height above h h = 34.07 ft Drift height, h = 4.18 ft [Figure 7 -8] Max. drift intensity, p = h = 69.4 psf (add to balanced snow, p Width of drift, Wd = 16.7 ft Width to 25 psf min = 14.4 ft • fl W D Y Structural • Civil Engineers humid Job Name: Macy's Washington Circle Plaza TI Job No: 07295 Sheet No: /,- client: William Polk Architect Date: Jan 2008 By: GGM • RAMSBEAM V2.0 - Gravity Beam Design Licensed to: Walker /DiLoreto /Younie, Inc. Job: Macy's Wa Sq Steel Code: AISC 9th Ed. SPAN INFORMATION: dock roof Beam Size (User Selected) = W10X19 Fy = 50.0 ksi Total Beam Length (ft) = 22.00 . Top Flange Braced By Decking LOADS: Self Weight = 0.019 k /ft Line Loads (k /f t): Disti Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0.00 22.00 0.060 0.060 0.000 0.000 0.150 0.150 0.00 15.00 0.000 0.000 0.000 0.000 0.360 0.000 SHEAR: Max V (kips) = 4.61 fv (ksi) = 1.80 Fv = 20.00 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flange kip -ft ft ft fb Fb fb Fb Center Max + 20.6 9.8 0.0 1.00 13.16 33.00 13.16 33.00 Controlling 20.6 9.8 0.0 1.00 13.16 33.00 - - REACTIONS (kips): Left Right DL reaction 0.87 0.87 Max + LL reaction 3.74 2.26 Max + total reaction 4.61 3.13' DEFLECTIONS: Dead load (in) at 11.00 ft = -0.149 L/D = 1768 Live load (in) at 10.67 ft = -0.490 L/D = 539 Total load (in) at 10.67 ft = -0.639 L/D = 413 C4.1 /6 K/ l ° -o "14 • 6443 SW Beaverton - Hillsdale Hwy, suite 210 • Portland, OR 97221 • ph: 503.203.8111 • fx: 503.203.8122 • www.wdyi.com • 0 W D Y Structural • Civil Engineers Job Name: Macy's Washington Circle Plaza TI Job No: 07295 Sheet No: e f ¢- Client: William Polk Architect Date: Jan 2008 By: GGM . , . , . . . ; , , . . . _ . . . . G� � -- (o.- ,�. -c, -77 c- , ° ' . ' .g , Y 3 "_ 6 c. J . : • ;V - 3SO "V' f r'"I C, ' . - .fir - 3�a �°? 1 : 1, i -1 i i - :- ! i 1 i I { i z +tea,. ;.e.I. /4 , , i , - 1 1 ; i ;' /5"'E-c)' I ' i I e -6,)i.r,go';cs: ; ! ; (z -1 i ) 1 ; , 1 ; ; : i 1 , ;,g -j a .� ;- - 1 I 7 i - - , _ _-I - . g.;-- .L,Iy 4-- ,141c4 - - 7 6 Z. - . . ene? 1 ,�` P-,� . ; ' /..'1 / ‘ 2 -'2 : e%,.. E - 1 ' 4 - /..0 ' " (2 1 . . . • 6443 SW Beaverton - Hillsdale Hwy, suite 210 • Portland, OR 97221 • ph: 503.203.8111 • fx: 503.203.8122 • www.wdyi.com n WDY Structural • Civil Engineers Job Name: Macy's Washington Circle Plaza TI Job No: 07295 Sheet No: ///1 Client: William Polk Architect Date: Jan 2008 By: GGM REACTION [lbs] Maximum... Uplift: 0 Bearing: 86 A 69 86 0' 12' SHEAR [lbs] +V max: 86 -V max: -69 V design: 74 LC #1: D only A 0' 12' BENDING [lbs-ft] +M max: 239 Load Combination #1: D only • 239 0' 5'-2.5" 12' DEFLECTION [in] Max Live: 0.00 Max Total: 0.00 • Load Combination #1: D only • 0.00 0 :. 0.00 0 •: 0.•s • 2' 12' rilw ® Structural; CiwlE idineers _ .- ; , . Job Name: 4% /i9-e,7 s_ . /7 r 5.7-°€"--1-.': • " I /1/he--,L, Job No.: 0 7 Z- 9 S` Sheet No: 1 I 1 7 Client: / 1 7 o ,„_.. /4 Date: 0 // a .✓ By: 7-77'/ N r 1 frt1 /..--a 4 +°,, e',;* 7 / ' 14. _ * "7. 5 4. V-.-T 4- . .,, .::. .::.::��::::..,.,.::.,,: »:.:::. >:. ...:::....:... I .�� - T - - r - ' L J (E e Oa t" s__....._.....:.:.- � N� W n-w ! y .4.` k-(E) Cm u ?� fv� �/ o ,F, I a r- -� / G n,. � � I - ■ I r --- r 3 1 �1 / p l � 7 i �i L _ _J li !M V -r i - ii L _ - E%I C ST II TING �2 ,.._...._... 1 % .. I ■ LJ / 1, ./ 0 1..,' . f _yr- 4._ _ __ /,,--4 . v. 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Civil Job Macy's Furniture Store - Tigard Job 07295 Sheet l 5 l7 Client: WPA Date: _ 01/087 By: tdw Shear Loading Vu @ d" (k) 66.0 Rebar: Size Diameter Area c 0.75 4 0.50 0.20 Spacing, s 7.4 in O.C. Av 0.39 s actual 6 s max 9 Vc (k) 30.5 Req'd Vs (k) 57.5 Actual Vs (k) 70.7 b Vn (k) 75.9 OK Vu @ 36" (k) 52.0 Rebar: Size Diameter Area D 0.75 4 0.50 0.20 Spacing, s 10.9 in O.C. Av 0.39 s actual 9 s max 9 Vc (k) 30.5 Req'd Vs (k) 38.8 Actual Vs (k) 47.1 (13. Vn (k) 58.3 OK fl W D Y Structural . Civil Job Macy's Furniture Store - Tigard Job 07295 Sheet ) (j / 17 Client: WPA Date: 01/087 _ By: tdw l Column Loading Type 1 0.65 v 0.8 0.45 1 = SQR Pu (k) 80.0 2 = RND p 0.02 e (in) 5.0 Req'd Ag min 44.11 (in e min (in) 0.9 Ag b 12 120 (in As 2.4 (in Mu (k -ft) 33.3 h 10 r 0 Rebar: Size Diameter Area 7 0.88 0.60 # of bars 4.0 Use: 6 As actual 3.61 For a column assuming A's = As = 1/2 As total For rectangular columns, y = h/2 y 5 f's < fy 56.24 d 8 fs < fy 36.04 d' 2 a 4.77 By changing - c 5.66 a 5.00 c/d 0.7 e - e 0.00 4 Goal Seek to Zero 0.65 Pn 181.68 Pn*e 908.40 D Pn (k) 118.09 OK (1) Mn = eD Pn*e (k -ft) 49.21 OK Ties Rebar: Size Diameter Area 3 0.38 0.11 spacing 48d 18 16d 14 • h 10 Governs 0 W D Y Structural • Civil • • Job Macy's Furniture Store - Tigard Job 07295 Sheet Client: WPA Date: 01/087 By: tdw Beam to Column Moment Transfer Mu (k -ft) 33.3 • Rebar: Size Diameter Area 5 0.88 0.31 As (in 0.97 # of bars 3.2 Use: 3 a 1.08 As actual 0.92 Q� Mn (k -ft) 30.89 • 0 W D Y Structural • Civil Engineers . Job Name: �/1 /CY s r V 2,A,' c - 57-11,e_ F _ 77 th /-) Job No.: 0 7 Zv75 Sheet No: 114 — Client: ;1 J f 4 Date: /-D s3 By: (j - , - P `E/r-,g tn.! 4 Pith r4.- . , (F)i p/f-7,7, z..„,,,,,,i,v, . , ,,__ . . . t ---- , , ,_ , 7 _, . , i ® ® , , 1 vr.f-0 i - 0 /r--D : 1 , . i 0 0 ' 7QbLL F17.11 _ t .__._b_ _ _.____. _ _ .. _ ! f - S i--4 . // ,A t . l■ , 1 , • 5TJ4 GK 1-4-AD '�= A lllll o -0 ; _ ...:: , ...__ .P P F 4 4 " (r", m i--.3- .1 _ 1111 ,1 .......luill , • i ,. - - — . ,i____Huni ,_ _ G ��4 c P 5 1____ , i 3 • C-(v :_ lz 4-WT i = _ t < I I I T4 --fe. 4 .. rte' ¢' __ . . • _ I _ H I t 1 __ 5 9 0,_ -7--2 � , G I ! L_ L 1 ! 2, 1 6 EA-4,1 A J ,. ; f- toif-NE 7 -rte 74-e s � 1 o. s EXI TING - -,f-- -0) - OPF 4 fr : T . < ; s-ra-> J's ST IRS - I ._.. _ i.._.___ E i 1 , - 335 ip If ` ? l I � 1 I lei Pr4- ti 6443 SW Beaverton - Hillsdale Hwy, Suite 210 • Portland, OR 97221 • ph: 503.203.8111 • fx: 503.203.8122 • www.wdyi.com n illIDY Structural • Civil Engineers . Job Name: Mite v 5 po e AO ry e c Sr. 4z, / s,*,? -0 Job No.: 4: 7 7 ,,,,.. 7c - Sheet No: 27 Client: kAPX Date: -z,-/ 9.5 By: 7p � , „_, _11(4.110 z I' Z. (' 3 - I I) *-- /- 1-L( 7.4) 7 . '(-' 4 fr ' C) . � ' ? i s / Via. 7 '/.,.?•:41,...-7,..,•,.:,. :, ":.,s; t :, .. .: r i � r _ a' , 1 p vv° I 5 - i , ? . . l T/'l , `/ i i , ,, M, q 3 , Y / rr i " %i : - `� r - lJ g S etk I •g � 5` ' __ ' — ! 1, , \ o _ S (t() _ ,di { . y "S z � __ i i -_9 /NL • xtiu Ws,* . G/ Firi v T h/ e`e/D I r 1, i.,.� i • g t4,4 e, Z7- $ B ° ; • r -G (f` ,$s(P -� t I :s (G: / { - v c � ` ,_.... 6443 SW Beaverton- Hillsdale Hwy, Suite 210 • Portland, OR 97221 • ph: 503.203.8111 • fx: 503.203.8122 • www.wdyi.com InIWDY Structural • Civil Engineers • • Job Name: AV '4'7 �j ' hie" - 1 7�� t �� � _ � ��, ¢ Job No.: (:27 y9 c- Sheet No: 3/ Client: 4 Pi4.- Date: z,/ 0 8 By: 73 { fr < wig { Ea f i .7( 5 6 )1 i i I I `` o- 1 .E __.M_ _ gi,_ _. __.,_ _ ..._ __ __ _,_ _ ._ _ gy m_ __, .._ ___�,_ "_ �.. _ _._ ... 3 t 'eat i. /Bro r• U ' t . ' . I dal P t. s!r .. I C,, 0 /1, ' i t • t E ; i f'� I'l.Tr i S ®'^�,".:. v� (i s , 3.17 s- _ 7/t"r�fv . _ • ` l . 1, g r- c Tom /bra 2-- A . 71 . .,. .. _ . , {{( ..ri ! I j' i [ E I i € 1 I ( I 6443 SW Beaverton - Hillsdale Hwy, Suite 210 • Portland, OR 97221 • ph: 503.203.8111 • fx: 503.203.8122 • www.wdyi.com 171 WDY Structural • Civil Engineers bra/ Job Name: kt/te 5 Fy / Tv e _-- 5-- ei _ 77 Job No.: 7 2._ 7 s -- Sheet No: 1 14. Client: /14,49/1 Date: ti/Git3 By: 7 t , 1 . . , . 1 ' i ; , • i i . . — 1 . , ! ecmi c ie•rr t' i , . , , . . - , • ; ' . , , _ „ ,„ , C M- - , . - f , , 1 i 1 , 1 / Lc7 ,/,!„..„......... g .......0 0...At ....E . _7,7_11_ . , , 1 : 1 i i , , f ' . • . , - . ' . ! : l ' 5 4 "" • 7 I --- : c , ' 7 , 1 - Ii-- - . i 1 , , „ . , i j r I 1 S„ 1 *, / i ' ' 1- (' SP 4 > - i , , • • . , :„.. ._ :_i y iti . t - : , • ' 40 ifry ,.: - (1 ! , . . , . • __ 1 i . i i ' • , : ; : , . . • 1 , . .. . — . , . . . ei • . , - : 2: - 2 . , 1 1 . 1 ) _....._...... -4: ! 1 , • . , ■ • i i i I i - ; ; • ; _ ; 1 , ; _ _ . . 6443 SW Beaverton-Hillsdale Hwy, Suite 210 • Portland, OR 97221 • ph: 503.203.8111 • fx: 503.203.8122 • www.wdyi.com Fl D Y Structural • Civil Engineers Job Name: Macy's Washington Circle Plaza TI Job No: 07295 Sheet No: Client: William Polk Architect Date: Jan 2008 By: GGM i ' 1 j' , - I - - I - - , j N, L .L F . , e x s i7-r.a, z Z. , - , "" L- � , _ , " 'I . ' e i ,76, c ° a . - 4 .. 76 .3„ . z ". Pie. 7th ' 6)4, ,psr' ' , ' . . .. . . -4•4a . ,. ' 5 >1 • f`,7'41,_=, i ms : - ( , i ! - - -7 � '-- z"-F.. ; - 7 P Sid _ GCS - i 1 • . C /',Jp 7, .6 -� (.::4,5.5V."-fe... `/ / ,, le. - _ / e�7 tA'4. .. . • i _e i C/ -G - ... ; p.( • :- _/ -.? ' • ' : it i _ r , , i p w • ■ 'C ' (1,r I 'p° e 6 �I t ;yG i ?A3, rT, . (.,,,a _ 4e, = ' ? .' m :,,/ .. 1 6443 SW Beaverton- Hillsdale Hwy, suite 210 • Portland, OR 97221 • ph: 503.203.8111 • fx: 503.203.8122 • www.wdyi.com 0 W D Y Structural • Civil Engineers Job Name: Macy's Washington Circle Plaza TI Job No: 07295 Sheet No: Client: William Polk Architect Date: Jan 2008 By: GGM . -. _ .. — 1- JL -_- '',6 *41 3 C,/'-i q .E.- .>'-s' f s 4 - : S °s''4-,. .o✓4,..a"3:''`r,. �, �C i j . t : //9Z4 - 03/7- S — 9,; , 40, - ..e , i , ° f': t,..-1.4-- . ! (9q. p f -. °- 7,57 f! s.. �"'. _ -' x 1.5 i cc: =i - 4156 . p If D 3 757p If _ L i I i l . - .. e - ., . 7._ - - - j — -- • I • 6443 SW Beaverton - Hillsdale Hwy, suite 210 • Portland, OR 97221 • ph: 503.203.8111 • fx: 503.203.8122 • www.wdyi.com • Q W D Y Structural • Civil Engineers Job Name: Macy's Washington Circle Plaza TI Job No: 07295 Sheet No: Client: William Polk Architect Date: Jan 2008 By: GGM .. , I I I 1 I I . I I 1 x 1 1 + . 1 cv i 3 I ! , I i`— _ • iii • 1 , 1 I T I I ' I I 1 S I —T xr t I I I I - 1 I 1 I .. 1 J 1 1 1 1 1 - 1 1 I I I 1 1 . . I- d ± _ I N A I r■ ii I I • • I • 6443 SW Beaverton- Hillsdale Hwy, suite 210 • Portland, OR 97221 • ph: 503.203.8111 • fx: 503.203.8122 • www.wdyi.com • • fl D Y Structural • Civil Engineers bona • Job Name: Macy's Washington Circle Plaza TI Job No: 07295 Sheet No: , Client: William Polk Architect Date: Jan 2008 By: GGM RAMSBEAM V2.0 - Gravity Beam Design Licensed to: Walker /DiLoreto /Younie, Inc. Job: Steel Code: AISC 9th Ed. SPAN INFORMATION: Depth Limitation specified (in) = 24.00 Beam Size (Optimum) = W21X101 Fy = 50.0 ksi Total Beam Length (ft) = 58.00 Top Flange Braced By Decking LOADS: Self Weight = 0.101 k /ft Point Loads (kips) : Flange Bracing Dist DL Pre DL LL Top Bottom 23.00 9.63 0.00 6.56 No Yes Line Loads (k /ft) : Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0.00 23.00 0.375 0.375 0.000 0.000 0.375 0.375 SHEAR: Max V (kips) = 26.54 fv (ksi) = 2.48 Fv = 20.00 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flange • kip -ft ft ft fb Fb fb Fb • Center Max + 385.2 23.0 0.0 1.00 20.36 33.00 20.36 33.00 Controlling 385.2 23.0 0.0 1.00 20.36 33.00 - - - - -- REACTIONS (kips) : Left Right DL reaction 15.66 8.47 Max + LL reaction 10.87 4 Max + total reaction 26.54 12.78 DEFLECTIONS: (Camber = 1 -1/2) Dead. load (in) at 27.26 ft = -1.741 L/D = 400 Live load (in) at 26.97 ft = -1.085 L/D = 641 Total load (in) at 26.97 ft = -2.826 L/D = 246 • • 6443 SW Beaverton - Hillsdale Hwy, suite 210 • Portland, OR 97221 • ph: 503.203.8111 • fx: 503.203.8122 • www.wdyi.com • • W D Y Structural • Civil Engineers Immid Job Name: Macy's Washington Circle Plaza TI Job No: 07295 Sheet No: Client: William Polk Architect Date: Jan 2008 By: GGM . RAMSBEAM V2.0 - Gravity Beam Design Licensed to: Walker /DiLoreto /Younie, Inc. Job: Steel Code: AISC 9th Ed. SPAN INFORMATION: Depth Limitation specified (in) = 24.00 Beam Size (Optimum) = W21X182 Fy = 50.0.ksi Total Beam Length (ft) = 58.00 Top Flange Braced By Decking LOADS: Self Weight = 0.182 k /ft Point Loads (kips): Flange Bracing Dist DL Pre DL LL Top Bottom 23.00 19.25 0.00 13.12 No Yes Line Loads (k /ft): Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0.00 23.00 0.750 0.750 0.000 0.000 0.750 0.750 SHEAR: Max V (kips) = 52.48 fv (ksi) = 2.78 Fv = 20.00 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flange kip -ft ft ft fb Fb fb Fb Center Max + 762.1 23.0 0.0 1.00 21.93 33.00 21.93 33.00 Controlling 762.1 23.0 0.'0 1.00 21.93 33.00 - - -- REACTIONS (kips): Left Right DL reaction 30.74 16.34 Max + LL reaction 21.75 8.62 Max + total reaction 52.48 24.97 DEFLECTIONS: (Camber = 1 -1/2) Dead load (in) at 27.26 ft = -1.744 L/D = 399 Live load (in) at 26.97 ft =. -1.111 L/D = 627 Total load (in) at 26.97 ft = -2.854 L/D = 244 6443 SW Beaverton - Hillsdale Hwy, suite 210 • Portland, OR 97221 • ph: 503.203.6111 • fx: 503.203.8122 • www.wdyi.com 0 W D Y Structural • Civil Engineers Job Name: Macy's Washington Circle Plaza TI Job No: 07295 Sheet No: Client: William Polk Architect Date: Feb 2008 By: GGM . 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