Loading...
Report (24) / '-(FSS 6&i 132_ P4- FILE COPY Aupaoo,-/ - 005-72_ WD Y Structural • Civil Engineers ALBERTA RIDER ELEMENTARY SCHOOL SW 130TH & BULL MOUNTAIN ROAD TIGARD, OREGON DECEMBER 20, 2004 p ,0 qk d�3' OI �iA 441\ lcy 17:9544/Xi ,i RECON dOez r 25,\q9b pycj- °LAS E. r EXPIRES: 12-31-Z004 DESIGN PARAMETERS: 1997 UBC w/2000 OSSC AMENDMENTS ROOF LOAD 17 psf DL 25 psf LL+Drifting Per UBC Appendix Chapter 16 FLOOR LOAD 60 psf DL Classrooms 40 psf LL Corridors 100 psf LL Library 60 psf LL WIND 80 mph Zone,Exposure B SEISMIC Zone 3,Soil Profile Sc MATERIALS: CONCRETE 3,000 psi at 28 days REINFORCING Fy=60,000 psi STRUCTURAL STEEL Wide Flanges:ASTM A992 gr.50,Other:ASTM A36 MASONRY fm=2,600 psi— Special Inspection Required CONTENTS: DRAWINGS SK-101 to SK-121 6443 SW Beaverton-Hillsdale Hwy,suite 210•Portland, OR 97221 •ph:503.203.8111 •fx:503.203.8122•e:wdy@wdyi.com i s r 0 W D Y Structural •Civil Engineers • Job Name: Alberta Rider Elementary Job No: 03320 Sheet No: SK 101 Client: Ellis Eslick Associates P.C. Date: By: dep 2I-0 7NlCK coax. B ok./ AE..fv.ATOI. t„) 44.5 Art 12'},t. I0C. EA. Way .7" ! en-rruv� S4,.3 I . —— H- - I: — —, tL N 6 © © I o s&2 z r I �. len 1 • ammeseingI 563 :::::::::.,::.:. :.,:.. . . 563 go . r taB +- W — L I 8�� CON i WALLO I I _ G J F6x9 81 ON 5 I is) >- — — 28 IR` Tl —T I t1) 6"CON 56.2 — ' L ' ® LIJALL 5 t– ,-it-; i ® O u —1 W L.— F6.0 w 0 1 _ 0 I►iiiiiiii././ AI I' Ar00001 I r — r-- i, ire til °i I I I —t ® IM. /IIS--_--II L J 6 1.—J 1� I —___-- C--- 1 �II�III , r 56.1 TYP I _�-- I 1 twit A - 1.3 F6Xg /Ili_II 56.1 (2) PLCS 5 \ �1 — II i 011—III I i ® /II� 56a I I '1 /TOP o1= FIG j i1 1© 0 I I � -14 -m" I * I ; I 1. • . .0 \ 411:!I V.:i::. VI. ::j. © i --1---MO 41) 1 ; ...s. s6.1 1 I' -rot oF FCCI el- Q % u _J : s6.1 I 0 1 1 : -14 ./ I J ' 1 0II, % ' 5&.i l i l I ! , 0 F4.0 , m0 1 $ 1 © —_�/ I— I r— �� i__— r 40- _....----- _-- '� I —— -' — - �- cI I 6443 SW Beaverton-Hillsdale Hwy,suite 210•Portland,OR 97221 •ph:503.203.8111 •fx:503.203.8122•www.wdyi.com 4 x OW DY hillMil I Job Name: Alberta Rider Elementary Job No: 03320 Sheet No:5K 10 - Client: Ellis Eslick Associates P.C. Date: 1V/7/O By: dep A- 1 ..:s.:::.,4..''.0 Azt I % I C £3Si 0 1 51.1 C�)� I � 4x44 BF FF •MIIRj; 1 VIV 51 I lg - - - - 6 pi 200.. /' filly Tcin elf( •-.....1....... • ••."uir-4'.- 1 f- j0 :' :_'.............i:...... :- 2 w 0x22 (2) 13 L ;:I SID - S6 3 ,� L — I I 1 5K 1 8 ' 5(03 it C I . i'fF 5 _ l03 • gek X (2) PLCS TYP1Ln ,, W10x22 x I W7A. D 31f2, 24 @I —I I I 56.2 I— W 10x --- �4lir��ll� EQ EQ EQ - E 5(02 O 24Lµ , phi 011�`�II 1. _ W 10x22 CONT .0 10x22 7L=90 /I� SII II�IIr @ i�' LL=�°00 562 ��1%-1 III A► w )' W N , �Pl_V I/ _ _ 24_5 ;d. 11...240-1. 9003 SI� 01►��'/ii�M�14 ® co 0 /1� SII 11PAI�1/ @ 24K 9 ,�` 9 15 LL /1�'mil III\�.►�1/ ® W \ :-_,.. �I►o ii,111111111411!% _ a 5� © `�Ir .,. - _ -;% 24K J c4in 1 562 %B 56.2 al 42k 8 �2� ii ® I/ O ' PLGS CS g X' U w a _:y `vin 4 TYP � @ FLOOR DECK 5 .40,r41„,?,INIT1 I' — r1 �' _I SS6x6x3/S \ - 562 @ g6� Ea. % % @ @ 6 EN- . 0I a N /r 10x22 I► 562 _ 1- - EaGN 1erAllik r 56 / @ x� _ 51DE Ifili/. 56.5 EA. @ in r► O /► iI END 3 laA 1 - ROOF DECK 6443 SW Beaverton-Hillsdale Hwy,suite 210•Portland,OR 97221 •ph:503.203.8111 •fx:503.203.8122•www.wdyi.com nimpyi Structural •Civil Engineers Job Name: Alberta Rider Elementary Job No: 03320 Sheet No:5 /03 Client: Ellis Eslick Associates P.C. Date: /74/ By: dep II GAr° • Oz" IL 4/8 OA/ girl it BOLI AT 9Lo'o.�. n gEA2�ti�- .? SA'airr 5Ga77ED BEarri FGON6L P Al SC. Beam AO- Ran/ (l/v/Ox7,7- 5 /Sn/IG �a1rvis SOT' Riev2 N,7 S, 6443 SW Beaverton-Hillsdale Hwy,suite 210•Portland,OR 97221 •ph:503.203.8111 •fx:503.203.8122•www.wdyi.com T � OWDYI Job Name: Alberta Rider Elementary Job No: 03320 Sheet No: 5k/04_ Client: Ellis Eslick Associates P.C. Date: /Z/Za/p__ By: dep ;/ W 10x22 / I ' 'n 13 LWOXISUOC. 563 14 TY_4h S63 IQ 19 I ® ® SIM 563 AI 25 5'-8" 56.2 562Tip562 5 ii. 6.22 7 10 I 7:„.„. I rir 0----1ili i r"Alml.m.1 _iI,- l'' '''' Ir„...,7,,r)°-)42:412 CO I - :. Alk 1 24 K 24 1 i 23 5 @ 23 j 56.1 562 24 541. -IA 1 11) 24 562 56.111 ..,-../ TL=500 / PIT- 00 _ T' =500 / LL=200 18 TYP AT 21 — S62 OPNCzS 24 562 TYP AT 18 y 24 K OPNGS 562 L___}! 37-____:-----1/////////JTL=500 j L=200 I =500 / LL=200TVX///7A-----Ir/i/<')./ ///// —,V////////A V a i _ 5 .1 S6.2 r i i x TYPICAL n M � 'm (3) UOL575 PEA, Ea%f 71pECDL illc4) EL0101- sP, CIs A 41110 -a.= 480/ 1,z,=_300 �0 1111 ,0„,,114L ibo"/ 52,2 w /53,3. 6443 SW Beaverton-Hillsdale Hwy,suite 210•Portland,OR 97221 •ph:503.203.8111 •fx:503.203.8122•www.wdyi.com • 01111DIrl Job Name: Alberta Rider Elementary Job No: 03320 Sheet No: sk/05— Client: Ellis Eslick Associates P.C. Date: / /Z61/4,4t By: dep _ ..- —1-' I, li_- — —1 —, — 56.7 20 III I I2 S6.8 III 1 1_, l W 18x35 1 fl0_ 1 Iw 18x3_ / / G6 G 6x13 --T 11.1. - ,i7igvE — U 1 ,1 -III ®BELOW ' ILL ao TYP —11102_,,,W � ` II L - - _ _ CONT W A XI if 3 I m I NSS3x3x I/4 _ 4 OUTRIC-x2TYP — I .�� CxRIDS D TO N Ix I r'( '02:-.7- o oN ��57- 21 13 �d } CS m7- c4C14 1U . ; ' 56.5 56.5 cn I pt. -230( 's =FLOW 45:511:17(11111: BVE _ - — i LL = -/5� �� � I —� i I wr�-a f 10$.14° I'-� I III es t I I II 1 W OP 6410 1 Z AGSM - ` ,.11t4-1-7—=' \- CONT W io --- I _ ,O �� s6.-1 0 A--- - --- I @ 16 T -I•� EQ. co 56.5 7 11 d 1 20 I I PNVL�/A! � I f s2, sez . s6.5 3 t�/s_ 11 ----O RIDG=E ---I� Is1 Nal,S, _VI I1 Ir I 11 1 BF (H-7) — 18x35 ASCI 111 18x46 B=LC I \ I , II 0 I © I>< 0 6443 SW Beaverton-Hillsd ale Hwy,suite 210•Portland,OR 97221 •ph:503.203.8111 •fx:503.203.8122•www.wdyi.com OWDYI Job Name: Alberta Rider Elementary Job No: 03320 Sheet No: se/0{ Client: Ellis Eslick Associates P.C. Date: /7x7/(9- By: dep Al 1/2" I//2" Alibi, 11/2" fE 3/4" x 12" x 1'-2" UJ _ (4) 3/4"0 THREADED I I I RODS UJ/ DBL NUTS • „, 5/16 V SLAB SEE PLAN \ 1 1/2"± N.S. GROUT fE3/S' x3" x0'-3" U1/ DBL NUT -, 16 - S6.1 3/4" = 1'-0” 6443 SW Beaverton-Hillsdale Hwy,suite 210•Portland,OR 97221 •ph:503.203.8111 •fx:503.203.8122•www.wdyi.com EPWDYStructural •Civil Engineers Job Name: Alberta Rider Elementary Job No: 03320 Sheet No: S X07 Client: Ellis Eslick Associates P.C. Date: 4/��0t By: dep 4 1/2" it, 1 1/2" ' - fE 1/4" x 4" (2) 15 VERT'S I I E x GAP WIDTH COLUMN AT EACH SIDE •;.; U lE3/4" x12" x1'-0" W/ I 0 —WI(2) 3/4''4, i -- ; -.--_ _ SECTION A-A 5/16 V Fl A. fE3/8" x6" x 0'-8" AT 4'-0" O.G. W/ 1 I TYP 3/16 (2) 3/4" el, x 5" HEADED STUDS �` B i SECTION 5-8 ATS y B SLAB, SEE PLAN _i `4 A I s:::/ ,: I A 11/2"± N.S. GROUT in I I fE3/8" x3" x 0'-3" \ . •:: ,....:...,....,..., \ W/ DBL NUT (2) 4'5 DOWELS W/ STD HOOK `. 14 86.1 3/4" = 1'-0" • 6443 SW Beaverton-Hillsdale Hwy,suite 210•Portland,OR 97221 •ph:503.203.8111 •fx:503.203.8122•www.wdyi.com OWDYI Job Name: ' Alberta Rider Elementary Job No: 03320 Sheet No: SK /t7 8 Client: Ellis Eslick Associates P.C. Date: ! _/o¢ BY P S� dep CUT 1 i��1/2" 14� 3/S" KNIFE fiE UJEB TO LENGTH / iA 1 1/2" fit_ I L4x �4x1/4x0'-4" •, MIL. DECK SUPPORT 1 _ l (2) 3/4". A325N BOLTS ' 3/16 v <TYF' TYPICAL EACH BM ;I ll SLOT COLU 1 II -1/16" FOR e 1/4 / • 14 1/4 > <Tr°. • \ - �, -:•c 1.1.6 SEE PLAN i • I I • 1 - 7-- U110 SEE PLAN \ l • 1 1 U COPE FLANGES I I "a" AS REQ'D 1 1 TYP SECTION 14-14 14 6. 1" = 1'-0" 6443 SW Beaverton-Hillsdale Hwy,suite 210•Portland,OR 97221 •ph:503.203.8111 •fx:503.203.8122•www.wdyi.com 4 1 riWDYStructural •Civil Engineers Job Name: Alberta Rider Elementary Job No: 03320 Sheet No: �� Client: Ellis Eslick Associates P.C. Date: /7/ 7,49s. By: 5 /09.dep FILL VOID WI GROUT OR / (2) 04 CONT WALL BARS SLAB CONCRETE >..-: , OPTION: STOP BARS AT / BLOCKOUT 4 PROVIDE :~::. : /% (2) 4'4 x 61-0" IN FIRST r11=> :o COURSE ABOVE FLOOR 3/16 IC 'r• '_ LL d • 4 SLAB ON DECK SEE PLAN II • 4 HSS 2 1/2 x 2 1/2 x 3/16 x 0'-6" k-AT DECK EDGE FACE OF WALL BEYOND FILL VOID W/ GROUT AND PROVIDE FACE SHELLS ON CLASSROOM SIDE SEE ARCH WT4x14 x i'-6" `: • `.' AT ct WALL /:..: ,..;`/ W/ (3) *5 x 1'-6" / ' �'• gc 1/4 > 4 (A706) 6 8" O.G. / °: ..::•... TYP />.;.'..:•::-./ (2) '✓ x 6'-0' 21 6. 1„ = 1.-0" 6443 SW Beaverton-Hillsdale Hwy,suite 210•Portland,OR 97221 •ph:503.203.8111 •fx:503.203.8122•www.wdyi.com OWDYI Job Name: Alberta Rider Elementary Job No: 03320 Sheet No: Sk //D • Client: Ellis Eslick Associates P.C. Date: /2/?lvi, By: dep BLOCK OUT AT END OF WALL AND 3„ FILL WI GROUT SLAB ON DECK SEE PLAN •3 r' •1—_—_—_—_--_----_—_— v4 > • IS 1/2" x l 1/2" SQ _ BEAM SEE PLAN W/ (2) "* A-10& x 1'-ro' BARS 3" O.C. I/4 V - �lP, 22 6. 6443 SW Beaverton-Hillsdale Hwy,suite 210•Portland,OR 97221 •ph:503.203.8111 •fx:503.203.8122•www.wdyi.com t OWDY I Job Name: Alberta Rider Elementary Job No: 03320 Sheet No: Client: Ellis Eslick Associates P.C. S����� Date: /2/117/04 By: dep GRID J 1/4" STIFFENER IE u0i it EACr-I SIDE ` OI I> //-1 1/2" 3/16 1 I I II \'1\ BEAM - SEE PLAN (2) SIDES I fE5/S" x6" UJ/ I I \ I (4) 5/S"4, A325N (2) SIDES > I BOLTS AT STD GAGE I 1/4 I I SECTION 11-11 COLUMN - SEE PLAN 11 6.' I" = I'-m" 6443 SW Beaverton-Hillsdale Hwy,suite 210•Portland,OR 97221 •ph:503.203.8111 •fx:503.203.8122•www.wdyi.com • .• t , eWDYI Job Name: Alberta Rider Elementary Job No: 03320 Sheet No: 5k_ily Client: Ellis Eslick Associates P.C. Date: 1411`0¢ By: dep • CONT 3/8" x6" 1EW/ *5 :1006 .c x ' " B 16A . 1CJP-6WELDARS SPL ICES TYP. LEVELING GROUT 1 1/2" MAX ROOF DECK- SEE PLAN FOR SIZE 1/4 AND ATTACHMENT I —%��//1 I/2" (:Ni 1/4 `l — / '� /...:., ..,:....7, BEAM / •':•• / SEE PLAN MASONRY WALL /.''''•':'.:':`/ • TAB FE 3/8" x 3 1/2" x 0'-9" A\ ` GROUTED SOLID---4:...::..•':.% / _:: W/ (3) 3/4 A325N BOLTS "..;� :,:.`:; FE 1/2" x9" x 0'- ' / (4) 5/8"P x 5" HEADED STUDS 'ED 6" ac. 23 6.' In = 1'-O" 6443 SW Beaverton-Hillsdale Hwy,suite 210•Portland,OR 97221 •ph:503.203.8111 •fx:503.203.8122•www.wdyi.com * *r { ri W D y 10====1.1111111.1.11.1.1.111.11.11.11.11111111111 handl sk Job Name: Alberta Rider Elementary Job No: 03320 Sheet No: //3 Client: Ellis Eslick Associates P.C. Date: iz/p7/a# By: dep MAGR050uTNERDY 1.1.1. 1ciLD / /2.. .... ...:-..'''' ‘:' .:.''' ''''4 •;.':,: !:- '.•. ;'-` ':•::.1, .:":.;: ..: ::-c .....: i,:. '::-: , : ':,.-!::;,;' ;-,-T...-j. : ;.;., ': :, .:::::• •', •:••;•• .• 4 Op _ ,„,,,, ,,s_ I 1/4" BENT e x 0- t A\ Ire \ 1 u.)/ (2) 5/.5"4, THREADED I 1 RODS. EMBED 5" MIN \ 1 IN EPDXY. SPACES 3/16" END 1E I 1 ANCI-401R5 VERTICALLY I I to 10" 0.C. I-15S FASCIA I (3) SEE PLAN I mr siDE5 3/16 r \ 1 \ 1 1 1 25 6. 1" = 11-0" 6443 SW Beaverton-Hillsdale Hwy,suite 210•Portland,OR 97221 •ph:503.203.8111 •fx:503.203.8122•www.wdyi.com EIWDYStructural •Civil Engineers klimill Job Name: Alberta Rider Elementary Job No: 03320 Sheet No:S, //¢ Client: Ellis Eslick Associates P.C. Date: 47/4,f By: dep L3x3x 1/4x I'-1" W/ (2) 5/8"� THREADED RODS. EMBED 5" MIN • IN EPDXY. SPACE ANCHORS VERTICALLY 6 10" O.C. USE 1/4" x 3" x 3" x i'-1" BENT rE AT ISA 56.5 N <(3)3/16 V SIDES .. .. ., . .. . . . . . HS5 FASCIA SEE FLAN 3/16" END fiE 411110A MASONRY WALL 19 19A 6.5 6.5 1 1/2" = i'-m" 6443 SW Beaverton-Hillsdale Hwy,suite 210•Portland,OR 97221 •ph:503.203.8111 •fx:503.203.8122•www.wdyi.com . 0 , nimEnri Structural •Civil Engineers `m Job Name: Alberta Rider Elementary Job No: 03320 Sheet No: syr/45- Client: Ellis Eslick Associates P.C. Date: /7117/04, By: dep (3) 3/4". A325N BOLTS L CENTERED IN 3 1/2" .. HORIZ SLOTTED HOLES :: .: - FASCIA J • , , 3/16" CAP fiE SEE PLAN MASONRY WALL L6 x 3 1/2 x 5/16 GROUTED SOLID (2) 5/8"4, THREADED 3/16 N A RODS EMBED 5" MN IN EPDXY in- /.. • / - - —t- E. E ► 0 C / ..::;1. . / 0 ;a..j 20 L 13ZNA /4' 6.5 I" = I.-011 6443 SW Beaverton-Hillsdale Hwy,suite 210•Portland,OR 97221 •ph:503.203.8111 •fx:503.203.8122•www.wdyi.com a 3. + nWDY I Job Name: Alberta Rider Elementary Job No: 03320 Sheet No:S7� X16 Client: Ellis Eslick Associates P.C. Date: 1211-Vag BY: dep 4 m .• Q c --� fU Ncn cs. . N r,„1, :s is 17777 —I 6 ill c i w .. ,. iir ,.... n1 � m <1 L t Z f1D - 0 \/ L0 0- (O w pi w Iii 0 0 tb I-0- v col-0 d'Y,\.IY I I LL1 IP 1.‘S/ca malr"---i ay 0. IL.,,,s,s,::.,,, , r::Ii. 1 t: Li. I ` .f-L---:H—f.:. ':..':.; - ::1.,i.:,,:: L -- 11f. I '1 . T- I - Q I Ill tO CV NII I N WW 0 w III N -- - w iv .t J N 0 e -4 Q c z g z m 0_ co w I (L �4 Q It _w 00- 0A in, 1— al cn zQ z- Nw 0W a_to * 00 00_ zco UN O0� 5 Qw LT L J rm FN n 6443 SW Beaverton-Hillsdale Hwy,suite 210•Portland,OR 97221 •ph:503.203.8111 •fx:50 .1„,E 22•www.wdyi.com OWDY Job Name: Alberta Rider Elementary Job No: 03320 / Sheet No: ski/ 7 Client: Ellis Eslick Associates P.C. Date: /Z�/9/04 By: dep WALL PER PLAN WHERE OCCURS SEE (2) *5 CONT 56.1 *4 6 12" O.C. EACH WAY • a a .. - *4 x N 2-4 SEE as N •. ". e' 12" O.C. Ai , , = ty ,Q ,... a:: : (2) *5 CONT. I 1 1/2 ..a d T • *: ALL AROUND . .1 \____ *3 TIES 68" 0.C. 11 / 12" (5) *'i CONT / 86.1 3/4" = 1'-0" 6443 SW Beaverton-Hillsdale Hwy,suite 210•Portland,OR 97221 •ph:503.203.8111 •fx:503.203.8122•www.wdyi.com l ' rilwDy Structural • Civil Engineers `d Job Name: Alberta Rider Elementary Job No: 03320 Sheet No:sk per Client: Ellis Eslick Associates P.C. Date: /-2,h 44 By: dep le3/5" x 9" AT EACH VERTICAL TRUSS WEB (VERIFY LOCATIONS) H55 FASCIA SEE PLAN 3/16 > - VERIFY/ / 31 13 3/16 V ► VERTICAL WEB 3/16 V ANGLES BY SECTION 3-3 TRUSS MANUF DESIGN FOR 25 PLF FROM FASCIA STEEL JOIST - BY MFR. np SEE PLAN 6.9 1, = I1-011 6443 SW Beaverton-Hillsdale Hwy,suite 210•Portland,OR 97221 •ph:503.203.8111 •fx:503.203.8122•www.wdyi.com 41° D y I Structural•Civil Engineers Job Name: Alberta Rider Elementary Job No: 03320 Sheet No: sk- Client: Ellis Eslick Associates P.C. Date: By: dep WALL PER PLAN ' V • 1/2" tE 3/5 x 3 1/2 x V-6," 1/2" W/ (2) 3/4"4, A325N BOLTS MEN- BM PER PLAN I . MIME z AT SIM CONDITION ONLY: LONG SLOT HOLES IN BM WEB PER AISC 1E 1/2 x x l'-T' / W/ (6) 3/4"0 x 5" 1-IEADED STUDS e 3" O.C. 25 6. I" 1i-0" 6443 SW Beaverton-Hillsdale Hwy,suite 210•Portland,OR 97221 •ph:503.203.8111 •fx:503.203.8122•www.wdyi.com 0 W DV Structural •Civil Engineers Job Name: Alberta Rider Elementary Job No: 03320 Sheet No: SA- /za Client: Ellis Eslick Associates P.C. Date: /71/q 04- By: dep A j v END fiE3/S" x6" xm'-9" (BEVEL 45 DEGREES AS SNOUIN) jUJ/ (4) 3/4"d, ANCHOR BOLTS W/ 6 MN EMBED / / / � \ 1 1/2" 3 PJP 3/16 / � / i 11 / / / \ \\\\\c, I ;1-- t • I / _" 3 / / 3/1 V 4 - j CNANNE SEE PLAN SECTION 3-3 MASONRY WALL SEE PLAN FOR 3 RE INFORC ING 6.3 1 1/2" = 1'-0" 6443 SW Beaverton-Hillsdale Hwy,suite 210•Portland,OR 97221 •ph:503.203.8111 •fx:503.203.8122•www.wdyi.com 111, W D V Structural•Civil Engineers Job Name: Alberta Rider Elementary Job No: 03320 Sheet No: ct /z Client: Ellis Eslick Associates P.C. Date: /217.0/04- By: dep CONT ANGLE SEE gik BENT PLATE VNY SEE 10 • :••• 1 56.9 ,•...• . (COPE 140fRIZ ..•••:':'7 fa 3/8" x 1" x UJ/ (4) 3/4"4, x 5" LEG) :.• •••-••: 44EADED STUDS AT 4" O.C. EA. UJAY DECK PER PLAN —\ • / . . j • / 4,'0.C. .3.- . . • • •••• BEAM COLUMN I ?/ 6 6.8 1" = 11-0" 6443 SW Beaverton-Hillsdale Hwy,suite 210•Portland,OR 97221 •ph:503.203.8111 •fx:503.203.8122•www.wdyi.com