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Plans (125) 94,2 (R WILl l zs z-5 swirl`;� c'0: WF10E C O I MARY WOODWARD Hill IIIIiiiliiHuui F 44111, Hill II 111111111111111111 1 .i iiiununiluuuiuu III 11 11ii1,, �1 iiu11 IIIIHI11: BUL ELEMENTARY .,,4 ION • h :4 •. , . BIKE SHELTER. . . . APR232Q18 , , , , i., 11 1.1 1 1:, _____„,, 4 r \ ., ...a \, • \ �-\-\--_,--z-i, ° �---, ,,v-- -,-,i-L„,_\AIa 1 , ,. _. PROJECT 14. .„,,_ \,..._:1 --- �\��� r ---\ :-0 .. rn\ \ila`... r\,�\\ ��1a g1 `\ DESCRIPTION OF WORK \\-.....-,8_\-_-_-„,...-0- \\,\\\ \\\\\J-V \ \\\�,\\\ \\\�=\\ \\--\y INSTALLATION OF (2) NEW 12 -0 WIDE x 32'-0 COVERED �''�ITYOPTIGA BICYCLE SHELTER ABOVE (2) EXISTING BIKE RACK AND REVIE D FOR CODE COMPLIANCE CONCRETE PADS Approved: OTC: [ ] PROJECT CONTACT: ENGINEER OF RECORD Permit#: itp4ol R- on 1__I MARY WOODWARD PSO CROW ENGINEERING Address: jZ- S- a _tizi s t, a. s JENNIFER VASICEK 9925 SW NIMBUS AVE, STE 110 Suite#: ,ajen.vasicek@gmail.com BEAVERTON, OR By: -j-t Date: (4 •,30- ) v JOSEPH F. KURTH, PE (503) 860-0358 iiiniamMEMINIMIlaanYi II I I II II I I I I OFFICE COPY III II iii i II o 1.1 Iii t SHEET INDEX: T1 TITLE SHEET �<<°- NR�Fssi ,vy�a° `a(-\--=\_\\, _0,-__1° f.�.r V`� GI E��, -C\��\� . �� - ,4-v- SP1 SITE PLAN ,,-;,-- ',----\_ . r \ r\\\I--- -----\\--1 ;;918•' l �\ ,,�\ \, �`;,,\\ \, Si FOUNDATION PLAN / \\���\��\ \` \;\\�\����` S2 ROOF FRAMING PLAN 110 S3 TYPICAL ELEVATIONV'A 172o S4 TYPICAL SECTION .6,TFMBER '0 .c& S5 FOUNDATION DETAILS ccPH F K\ S6 ROOF FRAMING DETAILS EXPIRES: JUNE 30, 2019 ` 'r 1- CROWI BIKE SHELTER `/ra D* • ENGINEERING MECNA►CAI MARY WOODWARD ELEMENTARY Parent Support Organization 9B9.2:es Na s ..7Ssu9e 110I P«3lz2i13- o 12325 SW KATHERINE ST, T I GAR D, OR 97223erowengineenng.com T1 N SITE INFORMATION: I ISITE ADDRESS. 12325 SW KATHERINE ST,TIGARD,OR 97223 MARY WOODWARD I 7 I w `o E PARCEL NO. 1S134CC-1700 ELEMENTARY SCHOOL I !I — " 5 I LOT COVERAGE 10.0 ACRES il3 I 1I II NEW BUILDINGS NEW SHELTER STRUCTURES IL 1 _ 1 384 SF EACH (768 SF TOTAL) I I (NO NEW IMPERVIOUS CREATED. SHELTERS ARE ABOVE 1 a EXISTING A/C SURFACE) "- COVERED BIKE SHELTER•1 '0 [, A COVERED BIKE SHELTER e2 ,� (CONSTRUCTED NOW OR AS A III W • POTENTIAL FUTURE PHASE) II 1 h � O K./* } I ± 41.7 / * ,• *' /* 11 � • r/ r I 11 / .5 li..:f.,...0PF . • z -01 CITY OF TIGARD -H , Approved b PI nning 4 1 II Date: �3 -------- __ sae�4oz�-E MOO' Initials: --- -------- II I L,4,,) ,, „, - / 1 ° '' o EROSION CONTROL Il I a W LEGEND h I P ❑ ❑ ❑ ❑ ❑ SILT FENCE �Q Rw, Js. I O I 1, �� GINE ip / i, THE EROSION CONTROL FEATURES REPRESENT THE �V I MINIMUM FEATURES NECESSARY.JURISDICTION ;;918•/ l �� �, MAY REQUIRE ADDITIONAL FEATURES. `A4 SWKATHERINE ST •.0 TF'liaER 13 ' �1 SITE PLAN FCIs pH F . K� SO V - 40'-0" EXPIRES: JUNE 30, 2019 CROW ! CIVIL SHELTER _Aii" ENGINEERING SMECNTRUCTURALANiCAL MARY WOODWARD ELEMENTARY 9925 5W Nimbus Ave. Suite 110np(503)213-2013 12325 S W K A T N E R I N E S T, TIGARD, O R 97223 Parent Support Organization Beaverton. 9�ooe-�s9z I r t5031213-2018 cI0 Wengb1eeIf fl9.cOR1 NOTE: NOTE: STRUCTURAL GENERAL NOTES DIMENSION ALL NEW FOOTINGS FROM CENTERLINE GRADE OF EXISTING SITE SLOPES OF EXISTING BIKE PARKING CONCRETE PAD TO EAST AND THE SOUTHEAST. GENERAL G.C.TO DETERMINE GRADE 30'-0" 1. ALL CONSTRUCTION TO BE PER 2014 OREGON STRUCTURAL SPECIALTY CODE. 7'-6" 7'-6" 7'-6" 7'-6" 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND '� CONDITIONS ON DRAWINGS AND IN-FIELD PRIOR TO COMMENCING CONSTRUCTION. 0��� CONTRACTOR SHALL PROVIDE ALL NECESSARY HSS 3-1/2 x 3-1/2 x 3/16 3. TEMPORARY SUPPORT PRIOR TO COMPLETION OF (x 5'-0")POST WITH VERTICAL AND LATERAL LOAD SYSTEMS IF REQUIRED. STUDS -(FPI) 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SEE DETAIL REQUIRED SAFETY PRECAUTIONS AND METHODS, r TECHNIQUES,SEQUENCES AND PROCEDURES REQUIRED 1 1 n : 0 . (-E, TO PERFORM HIS WORK. 5. DESIGN CRITERIA: - TYP. - a. ROOF SNOW 25 PSF(CODE MINIMUM) EXISTING b. WIND 110 MPH,EXP B(3 SEC.GUST) CONCRETE PAD c. SEISMIC Si=0.963,Ss=0.422, WITH BICYCLE Sds=0.716,Shc=0.444 i \ RACKING TO —' u!I, REMAIN R=1.5,SITE CLASS=D O ° d ° SITE WORK: _ IIII 4 ° d. i (� a °a a - ° ° 4 IN 1. SOIL DESIGN PRESSURE Ir�l1 g -�° 1.1. BEARING PRESSURE=1500 PSF(CODE MIN.) e 1.2. ALLOW. PASSIVE PRESSURE=100 PCF i � ,i-Ji Jrrr 2. NOTIFY THE ENGINEER OF UNUSUAL SOIL i , CONDITIONS. ALL LOOSE MATERIAL,ORGANIC '- Ip DRILL AND CORE AND OTHER OBJECTIONABLE MATERIAL SHALL 24" DIA.x 2'-9" HOLE BE REMOVED FROM EXCAVATIONS. FOR FOUNDATION 1 1 (10)PLACES,TYP. w !! ! STRUCTURAL STEEL 1. ALL STRUCTURAL STEEL TO BE ASTM A500 GRADE B. Fy=46 ksi 2. ALL WORK TO BE DONE BY CERTIFIED SHOP. IF DONE IN CERTIFIED SHOP,NO SPECIAL INSPECTION IS REQUIRED FOR THIS PROJECT. a EXISTING ® ASPHALT CONCRETE /FOUNDATION 1. MIN.STRENGTH OF CONCRETE=2,500 PSI 1 FOUNDATION PLAN (NO SPECIAL INSPECTION REQUIRED) S1 1/4" = 1r-Orr WOOD FRAMING I 1. LUMBER GRADE SHALL BE AS FOLLOWS: 1.1. JOISTS/BEAMS PRESSURE TREATED DF#2 1.2. POSTS PRESSURE TREATED DF#2 () 11 s TN ,,% 1918•/ ' CROW �'"" BIKE SHELTER ,,o�°= ' `'� '��o toill STRUCTURAL MARY WOODWARD ELEMENTARY 's '"BER \3 ' e-'` $ ENGINEEcUNGIMCHACAL 9925 SW Nimbus Ave. Suite 110 R M3)213-2013 S W KATE—I E R I N E S T TI G A R D O R 97223 Fp H F. �� Parent Support Organization Beaverton OP 97008-7592 I r isos)213-zole 12325 S 1 crowengineering.com � ' EXPIRES:JUNE 30,2019 BILL OF MATERIALS (PER EA. SHELTER) 31'-6" ITEM# QUANT. DESCRIPTION DRAWING REF. 9» 7'-6" 7'-6" 7'-6" 7'-6" 9» Bl 4 P.T.4x8 x 16'-O'(CUT ENDS) 1/S6 B2 16 P.T.2x8 x 11'-0'(CUT ENDS) Alk SPLICE TYP. 3 B3 6 P.T.2x6 x 7'-3" ® B4 6 P.T.2x6 x 6'-61/2• (2)2x6(Cl) Cl 20 P.T.2x6 X10.-0*(CUT TOP IN FIELD) S6 TYPICAL(5)PLACES —� THIS SIDE C2 10 P.T.4x4 x 8-0'(CUT TOP IN FIELD) \ 4x8(B1) / \� 4x8(B1) 4x4(C2)BELOW BEAM HSS 3-1/2 x3-1/2 x 3/16 x 5'-0" n _"�! �1r" ri, TYPICAL(5)PLACES FPl 101/S5 MV�1 Mq (I ;;;al 14N . FS1 (GALVANIZED) THIS SIDE 1 I , i Fl 40 A3073/4 1A.x 7-1/2 HEX BOLT LONG GALVANIZED 2/S5 N SEE DTL 4/S6 FOR TRANS 2x6(B3) 2x6 1= + 6( BEAM STITCHING,TYP. 5'.... ± F2 40 3/4"GALV.NUT 2/S5 o v .. F3 80 2'DIA.GALV.CUT WASHER 1/S5 el OI K / 5/8 DIA.x 7-1/2 LONG GALVANIZED lo n� F4 20 A307 HEX BOLT o M 1 IIr.2x6W ) 2x6(_ 'til 6(ii _�. -41111111111,1_ e' nIIII"MF5 24 5/8"GALV.NUT in i �— 26 GA.STANDING SEAM -,� c) ;,, �� METAL ROOFING(Rl)3 0 co F6 48 2"DIA.GALV.CUT WASHER i i, k -CLIP ATTACHMENT (R2)PER ROOF i G: MANUFACTURER F7 24 SIMPSON LB26 GALV.(ZMAX) c.l 1 IB ) 2x6(B4) iAIIev pi 04 1 � HANGERS 7-i- LB28 SIMPSON CJT3 CONCEALED JOIST C �� P8 16 TIES W/(2-3/4"JOINT PINS) 4/S6 I c.i 1'N N �� IEP 8I 4x4(C2)BELOW BEAM F9 AS REQ'D, SIMPSON SD525212,TYP 316 S.S. 4/56,1/S5, J TYPICAL(5)PLACES MIN. 376 1/S3,1/S4 4x8(B1) \, // 4x8(B1) THIS SIDE 3 a —�/ C F10 80 4"LONG FULL THREAD SCREWS 1/S5 S6 Typo. W7 SPLICE (2)2x6(C1) TYPICAL(5)PLACES R1 378 SF 26 GA STANDING SEAM ROOFING THIS SIDE a STANDING SEAM ROOF R2 AS REQ'D ATTACHMENTS PER ROOFING ® MANUFACTURER 1 POOP FRAMING PLAN \S2/ 1/4" = 1'-O" U� INFF� /% %-918•.'' r 1►===-' car �,0 O �. CROW SCIVIL TRUCTURAL BAKE SHELTER •S�MBER �3\sq- �1 Ci "r' . , r ENGINEEkING I MECHANICAL MARY WOODWARD ELEMENTARY pH F . \*( y �y } 9e on,imbusAve. Suite 110 p(5031213-2013 12325 SW KATHERINE ST, T I GA R D, OR 97223 EXPIRES: JUNE 30, 2019 S2 Parent Support Organization Be25 Ten,OR 97008 7592 I f 1503]213-2018 crowenglnearing.com 26 GA.STANDING SEAM METAL ROOFING --CLIP ATTACHMENT PER ROOF MANUFACTURER Nri, nTy • © a __ ... , . „ . , k111111111i111111 [1111111111yull11 IIll�lllullllllllllll11111 1,11111 II 111.1v 111111II1111 I II 111111111 1411 II IIUIIIIIIIiu1IIIIIIIII IIIIIIII! II1 • • 4x4(C2)IN BETWEEN EACH • . 2x6,FASTEN WITH SDS SCREWS(F9)AT 6" O.C. . STAGGERED(MAX 1-1/4" 0 oa FROM EDGE OF 4x4) 1 • o, • ® 3" FROM EDGE Z ). . ( N 1 N H N H 1.1 I•I III 1.1 1.1 1.1 I 1.1 III 1.1 'I 1.1 I 1.1 1.1 I.1 1.1 III I.I r.1 I.I 1.1 te\ \te' _ . F� - I . r= r-....— �, . \ 1 a . P�\ \� ;� te\•I a P--- � oFP--- T. ; -I .=:, ^\--\\\� '� \ \\�, . q\—, \ \--, rae� \%\\ � —\\\— a \�\\\ ,�am \mo ...40-_,-._\_,--c,- -\-\_,_,,,-, i.-\--\-- -\ \ \ \ \\= \ \ 1 \ ` i ,,\\___ \ � ° \� ,,ie 8 , \ \\ °....=. t\\\�1 \\ \%\1 ; g \\\v ° ep \� \%\ \\ \Y ° I. � \-\ \ a B \\ \\V °. .=. C � \\\\% a g \\\Y °r � \ a — iI a _ \ \- , \� \ a _ \` \\ m °y_ \i \\\\\\% \\�\\\-,-,\--\--\ \--;:-\ \ \\ \\\\\%\\V \ �� \\ \\I-:--71,--\----\-:--_- = \\\�, C co,) PRgc-es (1 \ ELEVATION - LONGNITU DI NAL GINE�� s, S3 1/4" = 1'-O" 1918•/ l r'== v. " `IA pH F . EXPIRES: JUNE 30, 2019 CROW BIKE SHELTER �Iar _ g I STRUCTURAL MARY WOODWARD ELEMENTARY woof) ' � eg• '�G f hi E 1 R I i�l� MECHANICAL e»zsrto OR 8imbus Ave Sui2 I1503)2132013 12325 SW KATHERINE ST, TIGARD, OR 97223 Parent Support Organization Beaverton.oR 97008 7592 I i 1503)213 2018 S3 crowengineering.com • Z W W Q m W N m W O \�_ : 0 26 GA.STANDING SEAM "' METAL ROOFING(RI) © o o m CLIP ATTACHMENT(P2) WIF L.Jm o PER ROOF MANUFACTURER 1/2 12 \ i \ -..-----------------77— ---7- EXISTING BIKE RACK 0a ! TO REMAIN IN PLACE . v -- I i 4x4 PT POST(C2) - SEE 1/S5 — 2x6 POST(Cl)EACH SIDE OF C) CD _ 4x4&HSS EMBED FOR POST i-, an SEE 1/S5 Z X -- 1 - — Q 1 - -- CONCRETE EMBED DETAIL -.�-. ;� SEE1/S5 e , . , , , , :. __,\__ 1 , . ,\,;„_-_-, \-\__-_,\1 , , P-- \\_-_---.--_---,- \ \\\ �\\\\\ \\\%\/� �`�,4,0 P Roes, 1 ELEVATION - TRANSVERSE 1:9:.8:10 , �`' INEF� s,S4 / 1/4" = 1'-O" `rX) O V TFMBER \% ' '� SpH F ‘(\ EXPIRES: JUNE 30, 2019 Air/- CROW CIVIL BIKE SHELTER p E' r` � , I STRUCTURAL MARY WOODWARD ELEMENTARY �'"� gri- RING MECHANICAL 9925 SW Nimbus Ave. Suite 110 I f(503)213-2013 12325 S W KAT N E R I N E S T TI G A R D O R 97223 Parent Support Organization Beaverton,OR 97008-7592 !(503)213-2018 crowengineering.com o PT 2x6(Cl) III - HSS 3-1/2 x 3-1/2 BELOW,4x4 ABOVE(C2) PT 2x6(C1) SECTION'A-A' EQ EQ PT 4x4(C2)ABOVE HSS STUB © � POST ® 1PL 3/16 CAP PT 4x4(C2)ABOVE HSS STUB POST i ;.,-, (4)3/4" DIA.GALVANIZED PT 2x6(Cl) PT 2x6(Cl) A3O7 THRU BOLTS(Fl)&NUT lo = (F2)WITH 2" DIA.CUT 1 WASHERS EACH SIDE(F3) CONNECTION OF 2x 1 * --SEE DETAIL 2/S5 TO 4x PER � n ELEVATIONS S3&S4 mmuumum =m! N , � -TSI ‘i_________/---- 4" LONG FULL THREAD SCREWS (F1O) ABOVE AND BELOW EACH il M "" __ BOLT ON EACH 2x MIN.,TYPICAL i AT EACH POST(FOR SPLITTING in PREVENTION) �` DRILL THRU TUBE AND PLACE f/4/1 / 1</ / ���� 4 2 3/4" CUT 2x6 POSTS AFTER BEAM HAS 26 GA.METAL ROOFING SIMPSON CJT3 CONCEALED BEEN INSTALLED AND LEVEL SEE PLAN JOIST TIES W/(2-3/4"JOINT PINS) (2)PT 2x8 (2)5/8 DIA.X 7-1/2 LONG CUT ENDS OF 2x8s TO INSERT GALVANIZED A307 HEX BOLT(F4)& PT 2x6 FLANGE OF CONCEALED NUT(F5)WITH 2" DIA.CUT WASHERS CONNECTION . ■iuiiiii111 EACH SIDE(F6) 1i= a.N a ani iijI N „BI ��, %// % �'�'I \► �' �. ��� (2)PT 2x8 TRANS BEAM (2)PT 2x8 TRANS BEAM 161 FASTENED WITH SIMPSON CJT3 FASTENED WITH SIMPSON CJT3 PT 4x8 PT 4x8 CONCEALED JOIST TIES W/ JOIST TIES WI ---,� PT(2)2x8 1 (2-3/4” JOINT PINS) PT 4x4 (2-3/4"JOINT PINS) PT 4x8 PT 2x6 ICUT ENDS OF 2x8s TO INSERT CUT ENDS OF 2x8s TO INSERT PT 4x4 EACH SIDE FLANGE OF CONCEALED FLANGE OF CONCEALED BELOW 6" 4x8 NOTCHED AT SPLICE PT 4x4 CONNECTION PT 2x6 CONNECTION PT 2x6 CUT AT MIDDEPTH OF 4x8 EACH SIDE 2 COLUMN TO LONG. BEAM 3 TRANS. BEAM TO LONG. BEAM PLAN S6 3/4" =1'-O" S6 3/4" =1'-O" CUT 2x6 POSTS AFTER BEAM HAS --_ BEEN INSTALLED AND LEVEL I (2)5/8 DIA.X 7-1/2 LONG 1 I I 1 GALVANIZED A307 HEX BOLT(F4) / 1 &NUT(F5)WITH 2" DIA.CUT J ' ►,� WASHERS EACH SIDE(F6) PLAN STITCH 2xS TOGETHER WITH N �'��,'" (2)ROWS OF SDS 25212 IIIA @ 24" O.C. AFTER MEMBER IS �. �� ATTACHED AT EACH END (2)PT 2x8 TRANS BEAM 6s, ISIL _ 10'-10 3/4" `����� �'� FASTENED WITH SIMPSON CJT3 ______ j� O ��'� CONCEALED JOIST TIES W/ " NE r" 5/16 (2-3/4"JOINT PINS) �r CUT ENDS OF 2x8s TO INSERT • Z FLANGE OF CONCEALED PT 4x8 I ' • 1, CONNECTION PT(2)2x8 J • PT(2)2x6 SECTION 5/16" SEQUENCE OF TRANS BEAM INSTALLATION t F RtPT 4x4 1. INSTALL CTJ3 CLIP ON 4x8 MAIN BEAMS 4. DRILL MARKED LOCATION ON ONE SIDE AND MATCHFSS2. LIFT(1)2x8 TRANS BEAM AND MARK LOCATION OF HOLE FOR SISTERED 2x8(DIA.PER MFG.) � INEF� /gREQUIRED DOWEL FROM CT3s ON TRANS BEAM @ EA.END 5. PLACE NEW 2x8s EACH SIDE OF CT3 CLIP AND INSTALLSECTION 3. MARK LOCATION OF CTJ FLANGE AND NOTCH FOR CT3 DOWELS 8'/ FOR PLACEMENT BETWEEN CT3 CLIP. 6. STITCH 2x'S TOGETHER 1COLUMN TO LONG. BEAM @ SPLICE 4 TRANS. BEAM (B2) CONSTRUCTION . �,, ES6) 3/4" =1'-O" S6 3/4" =1'-0" v SOTi. ti° • 48ER \' ' 'S SFp H F . it( EXPIRES: JUNE 30, 2019 ACROW CIVIL BIKE SHELTER A F.-1r. I STRUCTURAL MARY WOODWARD ELEMENTARY ENGINEERING MECHANICAL 99a5rtoNOR 97008S92e 110 I tp(503)2132018 12325 SW KATHERINE ST, TIGARD, OR 97223 Parent Support Organization Beaverton.OR 97008-7592 ((503)213 201 8 S6 crowengineering.com Attn: RESTRAINT CLIP FOR USE WITH Tag: CD! CURB # 7040 (6 clips total, 3 per long side of unit). 0 0 0 0 5/8" 411111111111—�1/2" i 111/16"TYP E 6 •••••• 2 1/2" 0-1 0 0 0 0 1 1/2" 5/8" - * Verify existing curb OD 1 11/16"TYP * Verify supply and return openings * Note any changes DIMENSIONS ARE 3RD ANGLE * Call with any questions AS FOLLOWS: PROJECTION Fax back if drawing is OK as is APPROVALS _ DATE TITLE. DRAWN ' spickar 10/6/2017 CHECKED: 7040 L-CLIPS NS MATERIAL: 14 GA GALVANIZED STEEL MGMT • FILE NAME: DRAWING NO.: REV CDT (763)391-7790 7040 L-CLIPS NS 01 1 (763)3917851 ECO#: SCALE: 1:2 SHEET:1 OF 2 Attn: Tag: AHU RESTRAINT CLIP FOR USE WITH CDICURB # 7040 (6 clips total, 3 per long side of unit). " MOUNTING CLIP #12 TEK SCREWS * Verify existing curb OD CURB * Verify supply and return openings * Note any changes DIMENSIONS ARE 1RD ANGLE * Call with any questions A60SLLO NS PROJECTION4>E3 * Fax back if drawing is OK as is 40m (16.40 mm] APPROVALS DATE TITLE: DRAM" spickar 10/6/2017 CHECKED: •7 040 L-CLIPS NS MGMT: FILE NAME: DRAWING NO.: REV: CDT (763)391-7790 7040 L-CLIPS NS 01 1 (763)3917851 ECO a: SCALE: 1.2 SHEET:2 OF 2