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Plans (4) BU P2017 - 002 14 11'-0" 11'-0' 11'-0" 10'-7 ' 9'-9 " 6'-1e 3'-8 " 8'-0° 8'-0' RECEIVED t I AUG 1 2017 _,,_— CITY OF TIGARD +, I BUILDING DIVISION -,,- -- ---t 1\_______ -- - • __ I " ,Tt-.\ Il\ 1 0 169.10' 168.90' 168.70' 167.875' 167.875' 167.75' _ 1 TOP OF PIER TOP OF PIER TOP OF PIER TOP OF PIER TOP OF PIER TOP OF PIER i N PIPE SLEEVE PIPE SLEEVE PIPE SLEEVE PIPE SLEEVE PIPE SLEEVE PIPE SLEEVE N oe y 74,1 169.10' 168.90' 168.70' I I TOP OF PIER TOP OF PIER TOP OF PIER I 168.50' 167.875' PIPE SLEEVE PIPE SLEEVE PIPE SLEEVE TOP OF PIER TOP OF PIER b 169.344' I PIPE SLEEVE PIPE SLEEVE • I TOP OF MUDSILL • - AT OUTSIDE EDGE • 168.50' I TOP OF PER PIPE SLEEVE PLAN — HP287 HELICAL PIER LAYOUT HA150 OR HP23 BATTERED TIEBACKS AS REQUIRED I -a, CONTRACTOR NOTE: - INSTALL HELICAL ANCHORS PER LAYOUT. - CUT TOPS OF HELICAL ANCHORS TO ELEVATIONS SHOWN (+0' -1" TOLERANCE). I - INSTALL PIPE SLEEVES OVER HELICAL ANCHORS TO ELEVATIONS SHOWN. I (FILL HOLES WITH iir FILLET WELD ALL AROUND OR DRILL HEUCAL ANCHOR W0 I 168.50' • AND INSTALL to X 4r MACHINE BOLT) I TOP OF PER - - LOCATE PIER CAP BRACKETS AS REQUIRED AND WELD TO PIPE SLEEVE WIN ir I I 1 PIPE SLEEVE FILLET WELD ALL AROUND. 4 . 71' - - - -•... . •\____ — �. - 167.875' 167.875' 168.50' I � TOP OF PIER TOP OF PIER TOP OF PIER PIPE SLEEVE PIPE SLEEVE PIPE SLEEVE Di 168.50' 167.75' 168.50' 167.875' TOP OF PIER TOP OF PIER TOP OF PIER TOP OF PIER PIPE SLEEVE PIPE SLEEVE PIPE SLEEVE PIPE SLEEVE 170.30' TOP OF DECK 169.10' 169.50' 168.90' 168.70' 169.50' TOP OF PIER 1.8% TOP OF PIER TOP OF DECK /TOP OF DECK PIPE SLEEVE TOP OF PER PIPE SLEEVE PIPE SLEEVE 169.344' TOP OF MUDSILL MIMI . .7-` —. . N \ -------- i7\ 167.875' 167.875' 168.50' 167.75' 168.50' 167.875' AT OUTSIDE EDGE "'£ " , 1 1 TOP OF PIER TOP OF PIER TOP OF PIER TOP OF PIER TOP OF PIER TOP OF PIER PIPE SLEEVE PIPE SLEEVE PIPE SLEEVE PIPE SLEEVE PIPE SLEEVE PIPE SLEEVE 1 I I I 7 Y,/ ,ifii`-- \%ice% �/ ;Y \,7,7>47.:7,7 --- ---.--- - --- —..-- — I 1 I I PIPE SLEEVES I I ••y./ //��„, • ,,,v,/� '7 vV-(7- �V \ I > ,1 I i1 1 (TYPICAL) 11 /\/� r \/�//,<:„. ,c, A, 1 / II v II � I1 11 H I I I I ` II I h I • I I I H I 1 1 I I I }� �� Fl (.41I /II i1 SII / I / 1I ti I ('I I HP287 HEUCAL ANCHORS I I I 1 �� I • J \J �h I I (TYPICAL) (II I I h� I h� I r I h 1 h h I I \.I I I} I} I,/ I}1 IA) IA) 1 1 I I /1 I /'1 I �'1 I I '1 I I I SIX11 \ 11 SII \ II SII 91 1I I • .II 1 yl II II II 11 II II ELEVATION — HP287 HELICAL PIER LAYOUT DESIGN CRITERIA STEEL SPECIFICATIONS: —NOTE— • 1` x {}` 11-SL-4 STEEL GRATE GOVERNING CODES: AASHTO LRFD GUIDE SPECIFICATIONS FOR THE DESIGN OF PEDESTRIAN BRIDGES, 2009 (GUIDE) STEEL SHAPES : ASTM A36 THE LUMBER AND GLULAM ON THIS PROJECT ARE PRESSURE TREATED OFFICE COPY CVAASHTO LRFD BRIDGE DESIGN SPECIFICATIONS (AASHTO) HARDWARE : ASTM A307 WITH PENTACHLOROPHENOL WHICH INSURES A LONG AND USEFUL ".? . AASHTO STANDARD SPECIFICATIONS FOR STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS, LUMINAIRES HOT DIP GALVANIZE ALL STEEL SHAPES AFTER FABRICATION. SERVICE LIFE. WORKMEN SHOULD USE COMMON SENSE IN HANDLING . ,6 170.30' AND TRAFFIC SIGNALS, 2009 (SIGNS) HOT DIP GALVANIZE ALL HARDWARE. - THESE TREATED TIMBERS. AVOID DIRECT SKIN CONTACT WITH THE • ii PRESERVATIVE BY WEARING RUBBER WORK GLOVES, LONG SLEEVE TOP OF DECK CITY OF TIGARD LIVE LOAD :90 PSF PER GUIDE ALL WELDING TO BE PER AWS SPECIFICATIONS BY CERTIFIED SHIRTS, AND LONG PANTS. WHEN TREATED WOOD IS FIELD FABRICATED, o_ WIND LOAD :95 MPH PER SIGNS WELDERS. TREAT ALL FIELD MODIFICATIONS W/ COLD WORKMEN SHOULD ALSO WEAR A FACE MASK AND GOGGLES.ci REVIEWEI�FOR CODE COMPLTANCB SEISMIC LOAD :SEISMIC DESIGN PER AASHTO GALVANIZING PAINT. lav` Approved. 0 r :PGA = 0.2658 TIMBER TREATED WITH PENTACHLOROPHENOL MAY EXHIBIT A BLOOMING OTC: ( I ��O�� 1�I� �� :Ss = 0.628 OF DRIED CRYSTALS ON THE WOOD SURFACES FOR SEVERAL WEEKS 0 9 TREATMENT SPECIFICATIONS : AFTER INSTALLATION. THESE CRYSTALS CAN BE BRUSHED OR f]. .n .,r-1 [� 1 L I a- ---- :51 = 0.225g - WASHED OFF THE SURFACES OF THE BRIDGE, SUCH AS RAILING Pcrmit#: o :SITE CLASS D Address: J 13 O S Wims 6 ear d 3�7� a :ZONE 3 ALL DIMENSIONED CUTS AND HOLES IN TIMBER MATERIAL SHALL BE OR OTHER SURFACES SUBJECT TO PUBLIC CONTACT. THE BLOOMING MADE PRIOR TO PRESSURE TREATMENT. TREAT ALL FIELD CUTS AND WILL DISCONTINUE AS THE TIMBER REACHES EQUILIBRIUM WITH THE Suitc#: _ z • GLUCAN SPECIFICATIONS SBORES PECIFWCATIONPM4R NAPHTHENATE IN ACCORDANCE WITH AWPA ATMOSPHERIC CONDITIONS. By --�—� Date: R-. - I a 1.8R 0 169.344' IT MAY BE DIFFICULT TO APPLY CERTAIN PAINT OR STAIN FINISHES _�: MATERIAL : WEST COAST DOUGLAS FIR COMBINATION 2 OR 24F-V4 TREAT GLULAM MATERIAL WITH PENTACHLOROPHENOL IN LIGHT SOLVENT TO PRESSURE TREATED TIMBERS, TIMBERS TREATED WITH LIGHT • i TOPAOUTSIDE EDGE I I I I AS NOTED TO A MINIMUM NET RETENTION OF 0.4 PCF PER AWPA SPECIFICATION SOLVENT PENTACHLOROPHENOL SHOULD NOT BE CONSIDERED AS I a OF MUDSILL • j I 5r x 12” GLULAM ADHESIVE : WATERPROOF PHENOLIC C28. ISSUE CERTIFICATION OF TREATMENT. PAINTABLE UNTIL ALL SOLVENT HAS ESCAPED. WWS RECOMMENDS ui IMUDSILL FABRICATION : AS SHOWN AND NOTED. MACHINE INCISE ALL GLULAM. . USING A PENETRATING PIGMENTED STAIN THAT DOES NOT FORM A •- p:iAPPEARANCE AS SHOWN & NOTED TREAT SAWN LUMBER WITH PENTACHLOROPHENOL IN LIGHT SOLVENT TO COATING ON THE WOOD SURFACES. FINAL q t 1t. t t" 6' LEVELING COURSE OF ' MINUS �a o a y� a a %ice. FINISH : SEE TREATMENT SPECIFICATIONS. A MINIMUM NET RETENTION OF 0.4 PCF PER AWPA SPECIFICATION C2. `V 1 1 "i i o CRUSHED ROCK THOROUGHLY , YID �� �•� �' �� PROTECTION : NONE IF BRIDGE MATERIAL IS TO BE STOCK PILED AT THE SITE, IT MUST a COMPACTED AND EXTENDING 6 a a a ICI �.a �.I• /a IY�� I ��� t7 r 1,1 1 1,4, Y� a CERTIFICATE : ANSI 117-2010 / APA-EWS BE STORED IN A LEVEL AREA AND STICKERED APPROXIMATELY EVERY N BEYOND MUDSILL IN ALL DIRECTIONS y'a' 420 �,'�a. v•♦ /o 0.0.0.40.4-4,, � ( f41✓(IQ Gr ` �I �1 � 6 FEET. IF THE MATERIAL IS STORED IN A HOT, DRY CLIMATE, GLULAM MATERIAL INCLUDES MUDSILL, PIER CAPS, PURLINS & TOP RAILS IT MUST ALSO BE COVERED WITH PLYWOOD OR OTHER MATERIAL TO ocisi 3 PROTECT IT. FAILURE TO STICKER AND COVER MAY CAUSE WARPING SAWN LUMBER SPECIFICATIONS: AND EXCESSIVE SEASONING CHECKS. N This drawing is the property of Western Wood Structures, Inc. and hos been prepared specifically for the job indicated. It shall not be reproduced or used on any other project ,without the written consent of Western Wood Structures, Inc. 17401201 s5. MATERIAL : WEST COAST DOUGLAS FIR #1 PER WCLIB o.5i4q/7 GRADING RULES /17. ride-4%i PRD,ECT: DIRKSEN NATURE PARK BOARDWALK AS SHOWN & NOTED <-�EQIN 6 \AOWESTERN WOOD s FABRICATIONSUFACE : AS NOTED \yr.��GtNEF S'�� ////// �o�AnoN: TIGARD, OREGON LU y ����� STRUCTURES INC • FINISH SEE TREATMENT SPECIFICATIONS N 3 \\\\' ARCHITECT: �, SAWN LUMBER INCLUDES RAIL MEMBERS %/////. EN�NEER AOR ON1, J, ����\ P.O. BOX 130 TUALATIN, OREGON 97062 �NTRA� CITY OF TIGARD D? ����< • 1D'�c,��� ® 4/25/17 PER OFFICE REVISION GH "`_`_\ 503/692-6900 FAX 503/692-6434 DRAB Br. G.H. DATE 3/23/2017 roe N. el'J. eE 4/17/17 PER OFFICE CHECK GH CHECKED BY: YK DATE 4/4/2017 HM 1 7401 2 ` IADABER 800/547-5411PI_oT DATE ser. `EXPIRES: A2/I,J/,7 .... t No. DATE REVISICIIS BY - DATE PRINTED: - 04/75 17 I CF 10 nano. nnTNTVn• 5X11 /9m7 .71 11'-0" 11'-0" 11'-0" 10'-7 " 9'-9r 9'-9 " B.-0" 13'-0" t I I OT 3'-5i? 3'-5ii" i'-1Q1i" 11'-51i" 3'-5i" 3'-11 " X10 "t I 1 _ (2) BW1 -I- ...."-S1 �S Si (SiS1 S5 PL1A -•- PL2A -•- PL2A -•- " PL3A ___ - n n PL4A n n n PLOD \ — — — — N- \ — } 'Y-�- - - - - — — — — t-- — —L — — \ o in SAt -1--77` rr T_ S3 1 b 01 S6 -\ 1 PL1B PL2B - PL2B "- PL3B PL4B PL4B \ - — — — — — - -- s _ — -\- - _ I '_ L I N O I O 1 O I SA1 _1 I of G SA1 PL1B PL2B -0- PL2B -••- PL3B —•- 01 PL4B o1 a PL4B I ", I \ - - - - - - } f f I _ - I -\-- _ I 1'-1 ° 5'-0" 1'-10�" 3'-ti" / 3'-11;3g" 10 "I o_ �I I m a a S10A SLOB SSI SSI M ! n��SA1 PL1A PL2A -� PL2A -• PL3A -•- PL4C N PL4C moo\ -1- \ M - - - - I .� _ 1 - _ n -I PL7A n n PL7C--.- n - C ` f —T - _32.. \ �- �-. 51 't- N N 511_ �Stt S4--/- h - _ 0 57� o PL4B PL4B .1 ---• a-- _ t _ PL7B PL7B i \ o I 0 of 0a. I 511 I Sll o_ o 1 3 PIER CAP PC1 TO HEUCAL ANCHORS 2 PIER CAP PC6 TO HELICAL ANCHORS 1 PL4D TO PIER CAP PC4 (AT S6) 16 POST TO PIER CAP N PL48 N PL4E S4 I N PL7A PL7D N 2 STEEL PIPE SLEEVE - PS1 2 STEEL PIPE SLEEVE - PSI 2 3/4"0 X 5" MACHINE BOLT 2 3/4"0 X 14 1/2" MACHINE BOLT C • --H- U U 1-- u { \ 2 PIER CAP CONNECTOR - Si 2 PIER CAP CONNECTOR - S4 4 3/4" MALLEABLE IRON WASHER 01 I 0i 0 o S9 of 8 3/4"0 X 7" MACHINE BOLT 0 6 3/4"0 X 8 1/2" MACHINE BOLT 2 PL4C, PL4E & PL7A TO PIER CAP PC4 1 N PL4B N PL4B I ] -I C N -\ PIPE SLEEVE FIELD WELDED OR BOLTED PIPE SLEEVE FIELD WELDED OR BOLTED 29 POST TO PURLIN \ _ _ - I PL9 OVER TOP OF HELICAL ANCHOR. (BY OTHERS) OVER TOP OF HELICAL ANCHOR. (BY OTHERS) 2 STEEL HANGER - 511 PIER CAP CONNECTOR Si FIELD WELDED PIER CAP CONNECTOR S4 FIELD WELDED / " 1/2" (ATCAP) / o • I \ 4 3 4 0 X 8 MACHINE BOLT PIER 2 3 4"0 X 11° MACHINE BOLT o o I .,,. TO TOP OF PIPE SLEEVE. (BY OTHERS) TO TOP OF PIPE SLEEVE. (BY OTHERS) 4 3/4"0 X 5" MACHINE BOLT 4 3/4" MALLEABLE IRON WASHER < I NI I 0 o 01 0 PL4B N PL4B 0 T;, CO i' n 1 PIER CAP PC2 TO HELICAL ANCHORS 1 PIER CAP PC7 TO HEUCAL ANCHORS 1 PL6C & PL7A TO PIER CAP PC4 'r' - - I I a • PL9_ a �' I I 1 \ 2 STEEL PIPE SLEEVE - PSI 2 STEEL PIPE SLEEVE - PS1 )- 1i IDI OD 1 PIER CAP CONNECTOR - S5 1 PIER CAP CONNECTOR - 1 2 STEEL HANGER - S9 N N 1 - C o H \ " 4 3/4"0 X 8 1/2" MACHINE BOLT (AT PIER CAP) PL4B PL4B N o1 1 PIER CAP CONNECTOR - S7 1 PIER CAP CONNECTOR - S8 4 3/4"0 X 5° MACHINE BOLT -*- - -- - _ I I 1 12 3/4"0 X 8 1/2° MACHINE BOLT B 3/4"0 X 8 1/2° MACHINE BOLT A P1 PL9_ 8 3/4" CUT WASHER (AT SLOTTED HOLES) PIPE SLEEVE FIELD WELDED OR BOLTED 1 PL6A & PL7E TO PIER CAP PC4 (AT S2) TYPICAL °01 I o 0 o I o PIPE SLEEVE HELD WELDED OR BOLTED OVER TOP OF HELICAL ANCHOR. (BY OTHERS) 1 OVER TOP OF HEUCAL ANCHOR. (BY OTHERS) PIER CAP CONNECTORS FIELD WELDED N N 1'-1 , 1' 0 'oi 4 3/4"0 X 5" MACHINE BOLT PL4B PL4B - 5' 0° 1'-10�" y 3-1�" �6° PIER CAP CONNECTORS FIELD WELDED TO TOP OF PIPE SLEEVE. (BY OTHERS) -\- - - I -r- - T T N PL9 M TO TOP OF PIPE SLEEVE. (BY OTHERS) 1 I ` - 2 PL7C TO PIER CAP PC5 (AT S7) _ 4 PURUN TO MUDSILL • \ 1 PIER CAP PC3 TO HELICAL ANCHORS 2 3/4"0 X 5° MACHINE BOLT co S7 S3 n n n C SSI 1 STEEL ANGLE - SM . - PL4A--.- - PL5 - PL6C PL7A "r o I 2 STEEL PIPE SLEEVE - PSI 1 5/8°0 X 5" LAG BOLT (AT MUDSILL) .-- - - - -^` \ 2 PIER CAP CONNECTOR - S3 1 5/8°0 X 4 1/2" MACHINE BOLT 2 PL7D TO PIER CAP PC5 T U U U U UC 1 -� PL7D-0- II i� 12 3/4°0 X 8 1/2" MACHINE BOLT 1 5/8" MALLEABLE IRON WASHER {iotl I \ I S9 S9 S4 N 3'-10 K 8 3/4" CUT WASHER (AT SLOTTED HOLES) 1 STEEL HANGER - S9 3'- " I1'-t1{y" 1'-5} " I 3' 5 " : PL68 PL78 PUBXiPIPE SLEEVE FlELD WELDED OR BOLTED 6 PL1A, PA & PL3A TO PIER CAP PC1 4 3/4"0 X 8 1/2" MACHINE BOLT (AT PIER CAP) X ddX Q X ; -t 0 1 _ _ \ I N 20 OVER TOP OF HELICAL ANCHOR. (BY OTHERS) 2 3/4"0 X 5" MACHINE BOLT PIER CAP CONNECTOR S3 HELD WELDED 4 3/4"0 X 5" MACHINE BOLT 4 3/4" MALLEABLE IRON WASHER a- TO TOP OF PIPE SLEEVE. (BY OTHERS) '` C S8 62 A 64 a of S7 ] . \ 1 PL3A & PL4A TO PIER CAP PC2 (AT S5) 4 PURLINS TO PIER CAP PC6 (AT S4) o fPL7C-i- PIER CAP PC4 TO HELICAL ANCHORS PLAN — PIER CAP, PURLIN & POST LAYOUT I PL6A- PL7E - - - - 4 3/4"0 X 5" MACHINE BOLT 4 3/4"0 X 5" MACHINE BOLT r = 1'-0" I I ^\ - U t. U U in U i- 1 �\ \ 2 STEELIPIPEPSLEEVENT R -Si 1 PL5 & PL6C TO PIER CAP PC7 (AT S4) Q T 11 1 PIER CAP CONNECTOR - S2 1 PL3A & PL4C TO PIER CAP PC2 PIER CAP CONNECTOR - S61 I I 1 I I I 12 3/4"0 X 8 1/2" MACHINE BOLT 1 STEEL HANGER - S10A 4 3/4"0 X 5" MACHINE BOLT I 0}i"� 2'-9,1" �1'-1h"I 5'-0° I 1'-1O " / 3'-1r" I 3'-11," �10} ", I 8 3/4" CUT WASHER (AT SLOTTED HOLES) 1 STEEL HANGER S1O6 /1 PL6A TO PIER CAP PC7 (AT S8 ,11 / 4,/ 1 f PIPE SLEEVE FIELD WELDED OR BOLTED 4 3/4°4 X 8 1/2" MACHINE BOLT (AT PIER CAP) ) 9'-9�" 6'-td" 3'-8 " 8'-O" 81-0" OVER TOP OF HEUCAL ANCHOR. (BY OTHERS) 4 3/4"4 X 5" MACHINE BOLT 2 3/4"0 X 5" MACHINE BOLT PIER CAP CONNECTORS HELD WELDED TO TOP OF PIPE SLEEVE. (BY OTHERS) 1 PL4A TO PIER CAP PC2 (AT S7) 65 PURLINS TO PIER CAPS 1 PIER CAP PC5 TO HELICAL ANCHORS 2 3/4"0 X 5" MACHINE BOLT 1 'SIMPSON' HU210-2 HANGER 2 STEEL PIPE SLEEVE - PSI 2 PURLINS TO PIER CAP PC3 (AT S3) 2 PIER CAP CONNECTOR - S7 4 BACKWALL TO PURLIN & MUDSILL 12 3/4°0 X B 1/2" MACHINE BOLT 4 3/4"0 X 5" MACHINE BOLT 8 3/4" CUT WASHER (AT SLOTTED HOLES) MINIMUM NUMBER OF 16d SPIKES TO HOLD PIPE SLEEVE FIELD WELDED OR BOLTED 1 PL4C TO PIER CAP PC3 BACKWALLS IN PLACE DURIN BACKFILLING. OVER TOP OF HELICAL ANCHOR. (BY OTHERS) PIER CAP CONNECTOR S7 HELD WELDED 2 STEEL HANGER - S9 TO TOP OF PIPE SLEEVE. (BY OTHERS) 4 3/4"0 X 8 1/2" MACHINE BOLT (AT PIER CAP) 4 3/4"0 X 5" MACHINE BOLT E. a a a a a s E a a a E a A BW1 1.8% PL1A cci_r PL2A -,- PL2A - - - _-_=-_ 0 _ . " O O O O PL5 O-^ • O PL6A PL7A O O PL7C--•- ani . O N --- - - - -- - • a ; PL3A PL4A -LN, : 0 0 0 • in • 0 0 11' • 0 .4- 0 0 j CL • 0 0 : P.) --— — Si — __ SB S2 4 S7 __.— — _ a a rl�PS1 Si �� - - -- -- Si - ���S7 S3-�'� - ° "1"� S - —er- •- II I I P51 1� r T� �IIS- 1 ,q MS1 Q I I PS1 _1 — ._._ _ ___ —___ — ia__ Il Il= ._ _— .. II I' iia' mi=u �'. __. _.. _- _E"IIaI IPP I _ lii A I I =d-4' PS1 I , i 9�hia-Ilply�llll 1 PS1 c�.r \ I I Al -a-nom- r� I � n tra�slu,R°yiF'.u- I r a J I \J I \ I I i i PS1 i i PSI I PSI I PS1 I Ih) Ih JI -II Al 4 11 4 Al 1.1 LI) I t' 1 1 1 7 1 1 1 1 1A I 1 1 11 1 I} \J I \J I \J \ I I \J \J 1 1- \1I (1I Ih� It' Ih� � F Ih Ih o co 1 1 1 \ I I I I I / I I 1�1 IIS I� I) /'1 I� 0 \ II \ II \ II 111 \ II \ II U II II 'II \y1 'II II Q II II 11 II 11 11 6 0 z 0 ELEVATION — PIER CAP, PURLIN & POST LAYOUT a_ n n MMERIAL WILL et M.AMJF'AC 2 AS DETAILED ON 114ESE DRAWINGS 3 v \i 0 N - This drawing is the property of Western Wood Structures, Inc. and has been prepared specifically for the job indicated. It shall not be reproduced or used on ony other project without the written consent of Western Wood Structures, Inc. 17401202 5 os--/N17 PR OFF %/// PROJECT: DIRKSEN NATURE PARK BOARDWALK C 4r.5 4.7 "` WESTERN WOOD e3 _,GINE. sd> %/// LOCATION: TIGARD, OREGON �� ti STRUCTURESraf. , INCENCI ,� REGON /. EEM E 'A 44 0\M1 ���� P.O. BOX 130 TUALATIN, OREGON 97062 CONTRAcrac CITY OF TIGARD 1 90tey j, 804 `' '- 503/692-6900 FAX 503/692-6434 DRAM BY: G.H. DATE 3/23/2017 174012 5 IEXPIRES: i 0 4/17/17 PER OFFlCE CHECK GH e) AMUAh CHECKED BY: YK DATE 4/4/2017 /a�/ MEMBER 800/547-5411 PLOT DATE SET. NO. DATE REVISIONS BY DATE PRINTED: 04/17/17 2 OF 10 li TTT9 TDTITTOT. C /I I inn1'1 rT 43'-4r 20'-1r / 11'-0" 11'-0" 11'-O" 1O'-4r 10'-0 " 10' 0 " / 7'-8r / 8-3i' ` -4-` \ \ \ -rte 44 'n o _ i i N IN 1 lit. so co o 1 to 1 I NN10 IN 1 As OO " O N N -1/4--- .. N IN O O M ge N N I 0I I � _.__- __-______ -a,----- N N _ O O 0 N N 1 N O O I I o N N 1 IN \ " ibrt O 0 a _ o PLAN - 1 " X s" 11-SL-4 GRATING LAYOUT ; N } 1 4'-3" o N N / / 1 IN GRATING MANUFACTURER: } - DESIGN & FABRICATE PANELS TO FIT DIMENSIONS SHOWN WITH BARS PERPENDICULAR TO PURLIN SPANS. ,9,m - DESIGN & PROVIDE INSTALLATION DETAILS & HARDWARE FOR CONNECTING N N ao PANELS TO GLULAM PIER CAPS & PURLINS. \ \ L.; o " 4e o Il i 7 N 4'-3" 4 I N N / mac- Ay-- -1/4- -\-- ge I 7 I I ., IN IN 4 CN _ 1 O'-O " 5'-9 " S-111" 8'-0" 8'-3 ' / / / / 15-10}" 20'-3" / / / _ I_I I 1" X " 11-SL-4 GRATE ' a' 1 I 1.8% a 01�.r �F ' . -O C OAGI @, --1 Et ID - vl ✓ -` - — . O Io G 1C.f - 10 1.-- Q N NJ U O. 1•- 0_ U N i' (1) O EL ELEVATION - 1 " X A" 11-SL-4 GRATING LAYOUT ar = 1'-0" 0 U' Z a tD f N 01 ... Q u Mss in FINAL FRIT,, N MATERIAL WILL RE M.ANUFAC"TURED AS DETAILED ON 'THESE DRAWINGS J 0 lei N This drawing is the property of Western Wood Structures, Inc. and has been prepared specifically for the job indicated. It shall not be reproduced or used on any other project without the written consent of Western Wood Structures, Inc. 17401203 os,/,//•7 ter- PROJECT: DIRKSEN NATURE PARK BOARDWALK CN aPt \\\\ WESTERN WOOD LES \\\ N '�� STRUCTURES , INC . ENGI, a 79317 .��\� iiia OREGON \\\\ EEft ii co ICO 0\1 P.O. BOX 130 TUALATIN, OREGON 97062 g CITY OF TIGARD �0 •' 10 �`` "�` 503 692-6900 FAX 503 692-6434 <Fy 04 _ / / DRAWN BY: G.H. DATE 3/23/2017 " 174012 J. 8 AFFItJA1E CHECKED BY: YR DATE 4/4/2017 No. N EXPIRES:/z/2,/,.) - uEMBER 800/547-5411 PLOT DATE SHT. C /� I NO. DATE REVISIONS BY DATE PRINTED: 04/17/17 3 OF 10 DATE PRINTED: 5/11/2017 JA 43'-4r 20'-0" 16'-0" RAMP LENGTH END OF RAMP TO FACE OF RAIL FACE OF RAIL TO FACE OF RAIL m 9 CCM \vAIL PANEL - RP1A TR1 RAIL 0 0 0 0 0 0 0 _1 0 0 0 0 0 0 o I_ o a o 0 0 0 0L �- v ---- -- - '.. ClC1 C2 C3 -� I PANEL - RP1B • 04.4. e' J -- Q rn J w m CC aN O CC o_ w U U "O w3 W Oj W N M O til ID W cO m r < coa. J CO cc a ca J cc W U O J U w U Cl C2 C3• LL 0 0 0 0 0 0 0 1 0 0 0 0 0 o 0 1 o 0 0 0 0 0 0 �. 1 / TR3 ` •/ m RAIL PANEL - RP3A RAIL PANEL - RP3B U 6 CURB Cl, C2 & C3 TO GRATE DECK 1 RAIL PANEL RP3A TO POSTS 1 RAIL PANEL RP5R TO POSTS 1 RAIL PANEL RP8B TO POSTS 19-10}" l� 110--411 / I � CLEAR BETWEEN RAILSz m KWN 7 1/2"0 X 9 1/2" ECONOMY HEAD BOLT 12 #10 X 3 1/2" DECK SCREW 12 1/10 X 3 1/2" DECK SCREW 8 #10 X 3 1/2" DECK SCREW z 7 1/2" MALLEABLE IRON WASHER FIELD DRILL PILOT HOLES FOR DECK SCREWS HELD DRILL PILOT HOLES FOR DECK SCREWS FIELD DRILL PILOT HOLES FOR DECK SCREWS d " m a HELD DRILL & TREAT CURBS 9/16"0 AT (7) RAIL PANEL - RP9 PLACES 2'-0"± 0/C TO ALLOW BOLT TO 1 RAIL PANEL RP3B TO POSTS 1 RAIL PANEL RP6 TO POSTS 4 RAIL PANEL RP9 & RP10 TO POSTS o Wit PASS THROUGH GRATE DECK BAR GAPS. 2 X 4 SAWN W • 8 #10 X 3 1/2" DECK SCREW 8 #10 X 3 1/2" DECK SCREW 12 #10 X 3 1/2" DECK SCREW `� m I RAILS (TYPICAL) a 1w 1 RAIL PANEL RP1A TO POSTS FIELD DRILL PILOT HOLES FOR DECK SCREWS FIELD DRILL PILOT HOLES FOR DECK SCREWS FIELD DRILL PILOT HOLES FOR DECK SCREWS < TR9 fu_ 8 a_ 16 #10 X 3 1/2" DECK SCREW 1 RAIL PANEL RP4L TO POSTS 1 RAIL PANEL RP7A TO POSTS 22 RAIL PANEL MITERED CORNERS 51" X 6" GLULAM w J HELD DRILL PILOT HOLES FOR DECK SCREWS " a POSTS (TYPICAL) a � 12 #10 X 3 1/2" DECK SCREW 12 #10 X 3 1/2" DECK SCREW 2 #10 X 3 1/2" DECK SCREW `ol o f ' 1 RAIL PANEL RP1B TO POSTS FIELD DRILL PILOT HOLES FOR DECK SCREWS FIELD DRILL PILOT HOLES FOR DECK SCREWS FIELD DRILL PILOT HOLES FOR DECK SCREWS 1 JO O 12 #10 X 3 1/2" DECK SCREW 1 RAIL PANEL RP4R TO POSTS 1 RAIL PANEL RP7B TO POSTS 45 TOP RAIL TO POST 3r X 74" GLULAM co °aCO ° o_ o; a cc FIELD DRILL PILOT HOLES FOR DECK SCREWS TOP RAILS (TYPICAL) o: o cc I �', ix I z 12 #10 X 3 1/2" DECK SCREW 12 #10 X 3 1/2" DECK SCREW 2 #10 X 6" DECK SCREW - I w - I Di: in. z 1 RAIL PANEL RP2 TO POSTS FIELD DRILL PILOT HOLES FOR DECK SCREWS FIELD DRILL PILOT HOLES FOR DECK SCREWS FIELD DRILL PILOT HOLES FOR DECK SCREWS z ¢ a a D' a_ m 8 #10 X 3 1/2" DECK SCREW 1 RAIL PANEL RP5L TO POSTS 1 RAIL PANEL RP8A TO POSTS 87 TOP RAILS TO RAIL PANEL .__I a a < HELD DRILL PILOT HOLES FOR DECK SCREWS acc 12 #10 X 3 1/2" DECK SCREW 12 #10 X 3 1/2" DECK SCREW 1 #10 X 3 1/2" DECK SCREW 4'-0" 12'-0" 4'-0" HELD DRILL PILOT HOLES FOR DECK SCREWS FIELD DRILL PILOT HOLES FOR DECK SCREWS HELD DRILL PILOT HOLES 2'-0"± 0/C CLEAR CLEAR FOR DECK SCREWS. BETWEEN BETWEEN S-0" 3'-0" 3'-0" 3'-01' ,.__ RAIL PANEL - RP78 r..-0 RAIL PANEL - RP7A RAILS RAILS 3b" X 7i" frXu-Sv4 iH-04. TR9 L m GLULAM CURB STEEL GRATING yr X 10}" SIMPSON' TRY �__ A RAIL PANEL - RP9 z LULAM PURLINSN. HU210-2 iii a (2) 3i" X 7�" T T _� T -II " z J GLULAM .�- - - - -' r Q o w J z BACKWALL ANGLES 15rx12" GLULAM - - [� n v 0 i STEEL PIER CAPS' O O r \-�� O 0 w cc �� RAIL PANEL - RP5R RAIL PANEL - RP5L m 7 "` I ASSEMBLY 5iX 10}" GLULAM PLAN - CURB & RAIL LAYOUT ' � ' 7PIER CAP PC1 r- - ' = 1' 0" TR5 a i i/ I ••�\ PIPE SLEEVE 1 I 1 -� < I I I I 1'-10 " 1' Cr 1'-0" 1.-10 I ' 1'-10 1'-0" 1'-0" l'-10i" • i / / HP287 HELICAL---<4‘112 `Y 4 /� I / 15'-10 20'-O" ANCHORS I I I I I FACE OF RAIL TO FACE OF RAIL CLEAR BETWEEN RAILS SECTION - RAMP AT MUDSILL \`v i SECTION - RAMP AT PIER CAP N r = i'-o" I I r = 1'—o" I --.441— TR7 TR5 -►.— RAIL PANEL - --"f- =RAIL PANEL - RP78 n _ RP7A--- - � i -I- ifl - RAiL PANEL - RP5R=' �-► RPSL rte _ l -� �� RAIL PANEL \ Cl ® : C2 C3 - - - - - - - - m� 1 o o _ a ro — o o � r o mom. _ — _ . : ® : _ r -- -- — — _--- — _. — _" — .r II II r — — Li \ II / II _— Al II I J ' CJI SII II II I jj I II IFS I F J I A l �— A I A 11 a i 11 1,11 IFF / II / II / I / / I / II I I / 1 j \J I \J I �J •J I \J �J I 1 I ("1 I F) I h� I F� h I F� I F) 1 I " 1} I} I,t 1 I) 11 I I I 1 I "I I "I I 'I I t 'I I '1 I II SII SII SII ( 11 SII X11 11 11 11 `il 11 11 II II II II II it ELEVATION - CURB & RAIL LAYOUT r = 1.-0- ,.., n A y 3'-0" 3'-0" 7i" 'ri 2 x 4 SAWN 2 x 4 SAWN 5d" X 6" GLULAM�3r X 7}' GLULAM METAL WIRE MESH1 a RAILS //7POSTS TOP RAILS WITH 2" MAX OPENING I 31 X 7f" GLULAM I . ,� RAMP¢ iliTOP RNLS U . .• M )4 I- a_ 7 —� 2 x 4 SAWN u a RPBB _ RAILS o RAIL PANEL - RP8A RAIL PANEL - n Q / 5d" X 6" GLULAM La N in / POSTS a a , a \ C EYNM METAL WIRE MESH RAMP CURB BEYOND X F r M WITH 2 MAX OPENING r- _ - �� ! _ FINAL N1 •_ 0° _ __ __ O __ ____ O ___— O 01._ 1 a —__ 1 MATERIAL SUI," OE M.ANIOAC1!UR J - O __ IO O I - ° AS DETAILED ON THESE Yti O SIMPSON' X 18" GLULAM o ° ° HU210-2 ° ° PIER CAP PC2 N D c1/2\_ ° O This drawing is the property of Western Wood Structures, Inc. and has been prepared specifically for the job indicated. It shall not be reproduced or used on any other project without the written consent of Western Wood Structures, Inc. 17401204 4 I• I I I I I I I I N. �����7 PROs i//% PROJECT: DIRKSEN NATURE PARK BOARDWALK STEEL PIER CAP 3i" X for L PURLIN HANGER STEEL PIER CAP `��� FS \\\` WESTERN WOOD LOCATION: TIGARD, OREGON `� GINE S'i //////. PIPE SLEEVE f I ASSEMBLY GLULAM PURLINS ASSEMBLY ASSEMBLY ' PIPE SLEEVE ,�� FQ CI. ��� —� �'' ,� "// STRUCTURES , INC • ARCHITECT: Lu I tirr ENCINEER: I 1'-11} " I 2'-0° 2'-0" 2'-0' 2'-0" 2'-O" 4 2'-0" I 2'-0" I 1'-0" x 1'-0" i'-11} " I I \\\\\\ d AX Jr X f X RECON \\\\\ m ,1. 4- P.O. BOX 130 TUALATIN, OREGON 97062 C C1 GTY OF TIGARD 4 HP287 HELICAL---i1 —HP287 HELICAL �'y� '� �0,2o r `' '%'t ANCHORS I SECTION - PIER CAP PC2 I ANCHORS <FY BEd _ 503/692-6900 FAX 503/692-64342 DRAWN B G.H. DATE 3/23/2017 � 1 7401 2 N.N " = 1'-0" EXPIRES:? �i n 4/D1A7 17 PER FFiCE CHECK H 0 Aff1uATE 800/547-5411 a1Ec1a D BY: YK DATE 4/4/2017 PLOT DATE sHT. I r lREVISIONS A1°"� DATE PRINTED: 04/17/17 4 OF 10 i NO. A 4'-6" Jr 4'-6" k 7r3'-5i" 3'-5 1'-7r BORE �"m X 4 " DEEP & 1'-10ii" / 1'-0" 1'-0" / 1'-10i" yZr X 72" GLULAM BACKWALL - awl ALL HALES m RE-BORE rib qt DEEP / y4a• 4a• 4a" 4a°i o- \ -f- t . \ e ---- _ _ — _ ______ _ - -_ = a " . 3$' X 102" GLULAM PURLIN - PL4E I I BW1 - 9'-0" - 2 REQUIRED - NO CAMBER - INDUSTRIAL S3S - COMBINATION 2 I "'\ "�\_ M Y X \ \ o eI !I b", 31r X 103" GLULAM PURLIN - PL4A A. 2t Q ALL HOLES }rm 2i. - to 5" X 12" GLULAM MUDSILL - MS1 a, ¢ I \ PL4A 9'-1}" 2 REQUIRED NO CAMBER INDUSTRIAL S3S - 24F-V4 PL4E - 9'-2b° - 1 REQUIRED - NO CAMBER - INDUSTRIAL 33S - 24F-V4 / / " XGLULAM PIER CAP - PC1 _ , 102 " lit 2"-) Q 1'-2" 3'-5ii" 10 » o o b M \ ! :. \ j ALL HOLES t m , „co � - ^•" I3 y3r I3}y34 31' X 103" GLULAM PURLIN - PL4B, PL6B, PL7B & PL9 � =H\-- - - - -e- Rio le In t MS1 - 9'-0" - 1 REQUIRED - NO CAMBER - INDUSTRIAL 545 - COMBINATION 2 \ N / i PC1 - 7-0° - 3 REQUIRED - NO CAMBER - INDUSTRIAL S3S - 24F-V4 PL4B - 9'-2r - 15 REQUIRED - NO CAMBER - INDUSTRIAL S3S - 24F-V4 / 2i1 31' X 10 " GLULAM PURLIN - PL5 2b• PLEB - 3'-14" - 1 REQUIRED - NO CAMBER - INDUSTRIAL 53S - 24F-V4 A r PL5 - 5'-5r - 1 REQUIRED - NO CAMBER / g1• / 1'-O}• " 4'-Q• 4'-0" i 4'-O" ` Ili. 5'-111i" 9 • I / PL7B - 7-5" - 4 REQUIRED - NO CAMBER - INDUSTRIAL S3S - 24F-V4 / ' INDUSTRIAL S3S - 24F-V4 / - - PL9 - 3'-4}" - 4 REQUIRED - NO CAMBER - INDUSTRIAL S3S - 24F-V4 " 2'21-5r` -o-, \_ 7� - ---- _ _ _ _. - ¢ ----?- ! \ _i o } \ ALL HOLES 1}"m I 6 " X 18" GLULAM PIER CAP - PC2 } 1" r> - - ° \ q I b q M a \ 3 X 10� GLULAM PURLIN - PL4C & PL6C re _ �- _ /3r/34ALL HOLES WO3 " 5° If 13-,433- 3}� 2r ALL HOLES Wm 2b» ,2 ` PC2 - 21'-6" - 1 REQUIRED - CAMBER 5000' RADIUS - INDUSTRIAL S3S - 24F-V4 PL4C - 9'-1d" - 2 REQUIRED - NO CAMBER - INDUSTRIAL 535 - 24F-V4 ' 31" X 103" GLULAM PURLIN - PL6A PL6C - 3'-OM" - 1 REQUIRED - NO CAMBER - INDUSTRIAL S3S - 24F-V4 g 13'-11}r 5'-111" 9i" / PL6A - 1 REQUIRED - NO CAMBER i INDUSTRIAL S3S - 24F-V4 ` 1'-2" 3'-51i" 3'-1111" 7r -0e e In / \ ALL HOLES {}"m i { 10 5'-0" 1'-6{ " - ro� 31" X 10 ' GLULAM PURLIN - PL7A M p q X 18" GLULAM PIER CAP PC3 Y a M\ M\ ° c: : o _ M q I -B _ o en ° 2r 3�" X 103" GLULAM PURLIN PL4D 2�° " ALL HOLES m =� 3 • ALL HOLES m 3 " 3 " 32° 32"I '`'` f> L_7t 2r '- i i i ! T i 4 d Q , PC3 - 21'-6" - 1 REQUIRED - CAMBER 5000' RADIUS - INDUSTRIAL S3S - 24F-V4 PL4D - 9'-1}" - I REQUIRED - NO CAMBER - INDUSTRIAL S3S - 24F-V4 PL7A - 7'-4r - 3 REQUIRED - NO CAMBER - INDUSTRIAL 535 - 24F-V4 / A 2'-10 " 3'-11{1" 7r" 2'-10 " 4'-6t 9 4'-0° l'-0136" 3'-10}" r 3'-101" i t'-0 4'-0" 1'-0116" 4'-2?" "x 1'-0 ' 9�" k ALL HOLES }}•m x ALL HOLES }rd :�` • �r 9- i -o-- - T - - - 6 - - - - -0- IT - 9— - - ;- w—A - —0' - �'-N-- - - - - \ - `" —_ - - - - 1 ,n -0- \ 4 l In rtl in0 -Hr -N, o T w o, \ —°— - - o e T 2� 31' X 10 " GLULAM PURLIN - PL7C ^" �" X 10}" GLULAM PURLIN - PL7D �• ^" j °' 2r• 2b 2 Jr \- - • o -� " X 193" GLULAM PIER CAP - PC4 7n\ PL7C - 7'-4 " - 2 REQUIRED - NO CAMBER - INDUSTRIAL S3S - 24F-V4 PL7D - 7'-4j" - 2 REQUIRED - NO CAMBER - INDUSTRIAL S3S - 24F-V4 v--- -p ----• i v / / / / \ !I 3r 3 i 3 3i»� - " - ALL HOLES {}�»m 13 "d, 6W - 34 6i' 3 "133 10di, 5'-O" t -6 o PC4 25'-6" 1 REQUIRED CAMBER 5000' RADIUS - INDUSTRIAL S3S 24F-V4 \ m N. _. \ in 3$' X 103" GLULAM PURLIN - PL7E o N s 1 -off 2'-11}" 1 -off }' }" j" }" t ,'�" " _\_ - -0._ o \ - - - - - t - \ Z F " 3'-10 3'-10 1'-0 2'-11 1'-0 I 9 "' i i i / i CJI 1 \ \ ! a \ ALL HOLES fro ' m s� -+.+ A3--- a —4.- -f 2�" w g re) ED- -0- �` "'\-- a :, 1 -o--- o ---\- \ PL7E - 7-4j - 1 REQUIRED - NO CAMBER - INDUSTRIAL S3S - 24F-V4 / o ce 0 in - - AA ire (/) o 51" X 18" GLULAM PIER CAP — PC5 I q q- - • N ;., o ° ! 0 9 �'' 10�" X 3'-10}° 3'-104" 10 " ! a }— I ALL HOLES } "m t Awe I r ALL HOLES m 3 3 3 3 `1 CO 3 •'3�. 3 "13 " " / ki �/ i / �� o- Na - o -m :- z r i / / i ° PCS - 19'-2r - 1 REQUIRED - CAMBER 5000' RADIUS - INDUSTRIAL S3S - 24F-V4 \ E 31" X 10;" GLULAM PURLIN - PL8 -j � 6" 9" 4'—O" y 9" 9" / 1'-0 " / 1'-11{" 1'-0 9" x }T� m I \ ALL HOLES Wm I \ PL8 - 9'-54" - 1 REQUIRED - NO CAMBER - INDUSTRIAL S3S - 24F-V4 2A"9 -e— r - - --6- P.- 51" X 6" GLULAM POST - P1 - -0 �-a_ " X 103" GLULAM PIER CAP - PC6 _p_ r t___ _ ,o " - a 0 in a o - "� a - �o 'v � 3� — 3T_ m �} - " 6" X 102" GLULAM PIER CAP - PC7 3 3} PC6 - 5'-6" - 2 REQUIRED - NO CAMBER - INDUSTRIAL 53S - 24F-V4 Q PC7 5'-6" 1 REQUIRED NO CAMBER INDUSTRIAL S3S 24F V4 wi o_ a N I c ` 31" X 10;" GLULAM PURLIN - PL1A , �— o _ 3 ' X 102" GLULAM PURLIN - PL2A & PL3A " , 0 3 ' X 102" GLULAM PURLIN - PL2B & PL3B -et_ flu 6° ..� » "2 "le� F { / Q LEVEL 4} / 0 LEVEL LEVEL LEVEL a_ LEVEL PL2B - 10'-6r - 4 REQUIRED - NO CAMBER - INDUSTRIAL S3S - 24F-V4 in PL1A - 10'-9f " - 2 REQUIRED - NO CAMBER - INDUSTRIAL S3S - 24F-V4 PL2A - 10'-61'1" - 4 REQUIRED - NO CAMBER - INDUSTRIAL S3S - 24F-V4 / / ,n ' / / / PL3B - 10'-23" - 2 REQUIRED - NO CAMBER - INDUSTRIAL 535 - 24F-V4 PL3A - 10'-1}" - 2 REQUIRED - NO CAMBER - INDUSTRIAL S3S - 24F-V4 / Q /Ito m —} ALS DtThJ1.D ON mot CAMBEFINAL,R - i ti- - —a 31' x 102" GLULAM PURLIN - PL1B --- .0 tri N - This drawing is the property of Western Wood Structures, Inc. and has been prepared specifically for the job indicated. It shall not be reproduced or used on any other project without the written consent of Western Wood Structures, Inc. 17401205 o " 6" 23 '11V / c5-1/07 o PROF /� PROJECT: DIRKSEN NATURE PARK BOARDWALK �` G1N.E2S> e WESTERN WOOD mom TIGARD, OREGON PL1B - 10'-9}" - 2 REQUIRED - NO CAMBER - INDUSTRIAL S3S - 24F-V4 Co 4 F.p O \� ur STRUCTURES INC . �!�� o Ira: ENGINEER ii cp. ,OR °Na „��� P.O. BOX 130 TUALATIN, ORE22Z22 ON a«+TRACT«tTiGARD DRAWN BY: G.H. DATE 3/23/2017 a6 Q 4/17/17 PER OFFICE CHECK GH 0 A�IJATE CHECKED BY: YK DATE 4/4/2017 N0. 174012 i N0. DATE REVISIONS BY 800/547-5411 PLOT DALE SHT. N EXPIRES:/{/3i�1 y ' MOAN DATE PRIMED: 04/17/17 5 of 10 DATE PRINTED: 5/11/2017 JA FIELD DRILL & TREAT 1%"0 AT (7)7 RADIUS (2) PLACES 2'-0"± 0/C TO ALLOW BOLTS TO EASE TOP CORNERS }" PASS THROUGH GRATE DECK BAR GAPS. �2 EDGES " X 7 " GLULAM 'CURB — Cl & C2 ° X 73" GLULAM TOP RAIL — TR1 / Cl -' 14'-6" - 2 REQUIRED - NO CAMBER - INDUSTRIAL S4S - COMBINATION 2 7 • / C2 - 14'-6" - 2 REQUIRED - NO CAMBER - INDUSTRIAL S4S - COMBINATION 2 TR1 - 20'-711" - 1 REQUIRED - NO CAMBER - INDUSTRIAL S4S - COMBINATION 2 / / / FIELD DRILL & TREAT f�"0 AT (7) EASE TOP �� RADIUS (2) 7�• / RADIUS (2)I / 7 , PLACES 2'-0,t 0/C TO ALLOW BOLTS TO CORNERS " CORNERS r" PASS THROUGH GRATE DECK BAR GAPS. 7-2 EDGES �— N'' X 7>;" GLULAM CURB — C3 :. , \ /; " X 7 " GLULAM TOP RAIL — TR2 & TR6 -\ " X 7 ' GLULAM TOP RAIL — TR3 & TR7 / 7r 73Y / C3 - 14'-44" - 2 REQUIRED - NO CAMBER - INDUSTRIAL S4S - COMBINATION 2 TR3 16'-7 ° 1 REQUIRED NO CAMBER - INDUSTRIAL S4S COMBINATION 2 TR2 - 6'-lor - 1 REQUIRED - NO CAMBER - INDUSTRIAL S4S - COMBINATION 2 / / / / TR6 - 4'-7r - 1 REQUIRED - NO CAMBER - INDUSTRIAL S4S - COMBINATION 2 / TR7 - 16'-5r - 1 REQUIRED - NO CAMBER - INDUSTRIAL S4S - COMBINATION 2 / / / RADIUS (2) RADIUS (2) p 73" / CORNERS }" CORNERS i" 7 , t ii / " X 73" GLULAM TOP RAIL — TR4, TR5, TR9 & TRIO \ \ 3g' X 7 " GLULAM TOP RAIL — TR8 TR4 - 18'-11 " - 1 REQUIRED - NO CAMBER - INDUSTRIAL S4S - COMBINATION 2 TR8 - 14'-7i" - 1 REQUIRED - NO CAMBER - INDUSTRIAL S4S - COMBINATION 2 TR5 - 21'-2r - 1 REQUIRED - NO CAMBER - INDUSTRIAL S4S - COMBINATION 2 / TR9 - 11'-11r - 2 REQUIRED - NO CAMBER - INDUSTRIAL S4S - COMBINATION 2 TR10 - 9'-at - 2 REQUIRED - NO CAMBER - INDUSTRIAL S4S 7 - COMBINATION 2 rrrn rm cm _Hi ,, TOP VIEW A-A WIRE MESH BETWEEN z 1 2x4 FRAMING TOP VIEW A-A WIRE MESH BETWEEN � xJ 45' MITER CUT AT 2x4 FRAMING LSI-J TOP & BOT. RAIL ISI © TRS _ — f1�1 art — _--_ -_--- Jrl I SECTION B-B 2x4 RAIL & FRAME MEMBERS SECTION B-B (TYPICAL) 2x4 RAIL & FRAME MEMBERS 84" 33" 5r 3r 2'-5{1" 33" 5r 33" 2'-5 " 3r 5r 33" 2'-5r ferc (TYPICAL) / / / / / / Y 1 X / Sb, 33/5�" 3 . 3'-11 " 33" 54"/33" 3'-11 • 3i; 2A" 1 i • i • i < <J--.r i .":1'.. el.•i i .-ei . <,--. , �,•.� 1 l Z— Y�— I I X�— A . ,. 1 • 1 1 1 , i• I I ) 1 N B N I i r: ;,. I I , ;•T.,: I I •1 ; .Y� I "'1 X� SECTION — I I ,,.I_ i' WIRE MESH 11'-63" Y-Y SIDE VIEW X-X Y�- I } X-- SEC11 Y—Y SIDE VIEW X-X X I 1p'_11 WIRE MESH RAIL PANEL RP1A MATERIAL SCHEDULE — RP1A F RAIL PANEL RP3A MATERIAL SCHEDULE — RP3A 1 REQUIRED 2x4 SAWN LUMBER r! 7, E.{-11 1 REQUIRED (2) 0 11'-6}" (7) 0 2'-10b" (7) 0 2'-3r (6) 0 2'-5 " 2x4 SAWN LUMBER 45' MITER CUT AT TOP VIEW A-A WIRE MESH BETWEEN (2) 0 10'-11}�" (5) 0 2'-10r (5) 0 2'-3r (4) 0 3'-11t WIRE MESH - 2" MAX. OPENINGS TOP & BOT. RAIL 2x4 FRAMING 45' MITER CUT AT (3) 0 2'-8" X 2'-10" TOP & BOT. RAIL WIRE MESH - 2" MAX. OPENINGS psi PIM PP-X1 s-.�MI.,I PSI -� (2) ® 2'-8" X 4'-40 (80) #10 X 2r" DECK SCREWS SECTION B-B 2x4 RAIL & FRAME MEMBERS (60) #10 X 2r" DECK SCREWS A (TYPICAL) 1}` 31" i"3 ' 5r" 3 " 3'-2{i" 3r/54"er, sr / ,.p: ,,, ti X TOP NEW A-A WIRE MESH BETWEEN • I 1 • 1 1 .,.,.-,--•-------- -------- 45' MITER CUT AT A • 1 1 . 1 1 1 1 ; •: ; ; , ;, r r ,�, : ;: ;:' j i .'! j M A Z_ D 2x4 FRAMING TOP & BOT. RAIL -. � -- R 11 {M1 41------R-g17 _ SECTION B-B • I 2x4 RAIL & FRAME MEMBERSAlm L( TYPICAL) B - N B A, 33" ' 4" 3" 4" 37- 1 , 3" 4 3" " 1" 130 - • 2 2'-5 3 5 3 2-10 3 5 3 3 3 ' '� A I <•�✓ ` .. I`�':`I I ." ' : 1'.` I I .' I I .' M ; I i • ' 1 • 1 - _ - - -. - 1 ` I ; •• ; " Y X SECTION Y-Y SIDE NEW X-X _ - -1 . I WIRE MESH 6'_4 RAIL PANEL RP2 MATERIAL SCHEDULE — RP2 1 B - - • • - . - ? B 1 REQUIRED '; - N 2x4 SAWN LUMBER (2) 0 6'-4r (5) 0 2'-10r (5) ® 2'-3r (2) ® 3'-24" FINAL PRINT . 5 - WIRE MESH - 2" MAX. OPENINGS I t •L . 1 I ;'•.,1 • ; I.-•-: . I I •• I I . MATERIAL ,n , 7 p (1) 2'-8" X 3'-8" AS DETAILED CiNd '� 7 l a---ra . I l a 1 a , r. I I I . M. - .. t J WIRE MESH Y I X SECTION Y-Y SIDE VIEW X-X (50) #10 X 23" DECK SCREWS ' e'-6b" - This drawing is the property of Western Wood Structures, Inc. and has been prepared specifically for the job indicated. It shall not be reproduced or used on any other project without the written consent of Western Wood Structures, Inc. 17401206 r asiir RAIL PANEL RP1B MATERIAL SCHEDULE — RP1B l 1 REQUIRED �� ��///. PRO ECT DIRKSEN NATURE PARK BOARDWALK 2x4 SAWN LUMBER PROFF `"` WESTERN W001) r (z) ® a'—sb° (s) ® z'-1o�" (6) ® z'-3�" (2) z'-5 " (2) ® z'-10 ���cp \lestNFF,sD /i/i LOCATION: TIGARD, OREGON kms. 3 WIRE MESH - 2" MAX. OPENINGS �� i STRUCTURES , INC . ARCHITECT: (1) ® 2' a" x2'-1o' (1) ® z'-s" x3' 4" \\\\\ ilii z •� 4o Go ti 4 _ L���� P.O. BOX 130 TUALATIN, OREGON 97062 �+Mcraa CITY OF 11GARD r (64) #10 x 2r DECK SCREWS �9O1��• 'Q'��,ta� "`` 503/692-6900 FAX 503/692-6434 eY J. BE DRAWN BY: G.H. DATE 3/23/2017 Nal: 174012 (EXPIRES:/t/3/// ) YEUBERPLOT DATE A 4/17/17 PER OFFICE CHECK GH AiF1uATE CHECKED BY: 'IX DATE 4/4/2017 ' 800/547-5411 DATE PRINTED: 04017/17 6 or 10 NO. DATE REVISIONS BY n1 rem InTt1Tt.f. e 111 /.1I,9•f 1f rTrts 1 ,_N. -I it , Fill :ai'r I .-Ir, MI 1111 p IT! , :i-, I-, tl J TOP VIEW A-A WIRE MESH BETWEEN TOP VIEW A-A WIRE MESH BETWEEN 45' MITER CUT AT TOP VIEW A A WARE MESH BETWEEN 2x4 FRAMING 45 MITER CUT AT 2x4 FRAMING 45 2x4 FRAMING ' MITER CUT AT TOP & BOT. RAIL TOP & BOT. RAIL TOP & GOT. RAIL LI n :El--Hi_ — — H ._ — — _.-FAI PHI 0.111 , �__ 0 _ __ 1 L. LLJ R1N Hi Sala- SECTION B-B 2x4 RAIL & FRAME MEMBERS SECTION 8-B 2x4 RAIL & FRAME MEMBERS 2x4 RAIL & FRAME MEMBERS (TYPICAL) (TYPICAL) (TYPICAL) 2yr 3}" 3'-11r" 373" 54" 3}" 2'-10li" 33" 54" 33911"33",)? 5b" 3}" 5r" 3? 2'-5{1" 13? 54" 33" 21-5r 3r 2&" 2{�" 33" 2'-101i* 3}° 5 " 3 31 °3}" 1�" X I I I Y I I0. X _ 0. y....— 0. X 1 -.- -• 1 .-4 • I L X A �._1. . : . : : : • 1 ) ': • I,.': I I .' I I .' `_ A A 1 I • � 1 •' I � •, : :• •' ; XE A I I . _ — A — SI � 1 Ko B h B B rf B •? g I - I 8 i I IN • ' • t ' i i ET:- I , a. 1. • . .,..- ' r. 1 i . , a • • • r• I I • I I •• M. /--i. I I • I I a.� _. - 1 • I ,.1 14, 4 _. -'- .._. I. • I I El 7 Y X SECTION Y-Y SIDE MEW X-X Y X SECTION Y-Y SIDE MEW X-X WIRE MESH 1 ' i Y 5'-1 X-•- • SECTION Y-Y SDE MEW X-X WIRE MESH t0'-1i" 7'-104" WIRE MESH RAIL PANEL RP3B MATERIAL SCHEDULE — RP3B RAIL PANEL RP5R MATERIAL SCHEDULE — RP5R RAIL PANEL RP7A MATERIAL SCHEDULE — RP7A 1 REQUIRED 1 REQUIRED 1 REQUIRED 2x4 SAWN LUMBER 2x4 SAWN LUMBFR 2x4 SAWN LUMBER - a. (2) ® 5'-i43" (4) ® 2'-10r (4) ® 2'-3r (2) ® 2'-10}11" (2) 0 10'-1i" (6) 0 2'-10b" (6) 0 2'-3r (2) 0 3'-111" (2) 0 2'-10(r (2) 0 7-10r (5) 0 2'-101 (5) 0 2'-3b" (4) 0 2'-5r WIRE MESH - 2" MAX. OPENINGS WIRE MESH - 2" MAX, OPENINGS (1) ® 2'-8" X 3'-4" (1) 0 2'-8" X 4'-4Q (1) 0 2'-8" X 3'-4" (2) 0 WIRE MESH2'- - 2" MAX. OPENINGS (40) #10 X 23" DECK SCREWS (66) #10 X 23" DECK SCREWS A (56) #10 X 23" DECK SCREWS 1 ,i, .;1�. It , „ir, 1-i+1 I.11 ' N� x11111 1 ,.{r, is , ,i3 , , (r, '-i11 iTils IMI, c-, , n., TOP MEW A—A 45' MITER CUT AT WIRE MESH BETWEEN 45' MITER CUT AT TOP MEW A-A WIRE MESH BETWEEN 2x4 FRAMING TOP & BOT. RAIL 2x4 FRAMING — TOP & BUT. RAIL , [';Tj • I . _._ - _._ Riil_RiN '. i i '• i it•T 4• ; , t--a • , i• i ,3-f ----- ,3 . r^'t ©' �.--- a I-1:1 R7r♦--Cit i a i i s - SECTION 8-B 2x4 RAIL & FRAME MEMBERS SECTION B-B 2x4 RAIL & FRAME MEMBERS • (TYPICAL) (TYPICAL) 2%" 33" 2'-511" 33" 54" 33• 2'-5{1" 33" 54" 33"3{t"33" 13" 2A"r 33" 2'-10" 3} 54" 33" 2'-11i" 31" 51" 3}3{1"3}" 13" - - _— X�— - . l I I I I 1 1 le Yom— I 1 1 1 11 l x�- 1 ,33",: 1 . i • I I — A A A I . i3O. I .�. A �_ 4 _ r• r i . I i 1 -a r- - r r i I i -rr a a r a t _ • Amp M 70'-1w' 1 B i 6 B 1 B -- -- N RAIL PANEL RP5L MATERIAL SCHEDULE — RP5L ' _ 1 REQUIRED ''' -- - SAME AS RP5R EXCEPT 2x4 SAWN LUMBER - -- • • _ OPPOSITE HAND (2) ® 1O'-1 (6) ® 2'-10�" (6) ® 2'-3b" (2) ® 3'-11 " (2) 2'-10}�' -_ I / f . I « i i • • i fi , • I , . : : . ,, I • i i i i .� • a 11 " r. 1 , I ' I • --art') � .. I ' ' 1 " I WIRE MESH - 2" MAX. OPENINGS 8—11 Y X-a-- SECTION Y-Y SIDE MEW X-X (1) 0 2'-8" X 4'-4 (1) 0 2'-8" X 3'-4" I WIRE MESH 8'-1g» A WIRE MESH Y-�- X - SECTION Y-Y SIDE MEW X-X RAIL PANEL RP4R MATERIAL SCHEDULE — RP4R (66) #to x 23" DECK SCREWS RAIL PANEL RP7B MATERIAL SCHEDULE — RP7B 1 REQUIRED 1 REQUIRED 2x4 SAWN LUMBER 2x4 SAWN LUMBER (2) 0 8'-111" (6) ID 2'-10r (6) 0 2'-3a" (2) 0 2'-10" (2) 0 2'-111 " (2) ® 8'-1cK (6) ® 2'-10b" (6) ® 2' 3b" (4) ® 2'-5 " WIRE MESH - 2" MAX. OPENINGS trIT ( it, tI i WIRE MESH - 2" MAX. OPENINGS (1) 0 2'-8" X 3'-2" (1) 0 2'-8" X 3"-4" TOP VIEW -A 45' MITER CUT AT WIRE MESH BETWEEN (2) ® 2'-8" X 2' 10" (64) #10 X 23" DECK SCREWS TOP & BOT. RAIL 2x4 FRAMING (64) #10 X 2r DECK SCREWS ELE0.1 lrrl - SECTION B-B 2x4 RAIL & FRAME MEMBERS N111 lin Ntn NM RED Nil (TYPICAL) N111N1Ne111#MMIfl H11.1111111111111116 MIME lin/ 3 3(r"3},54" 3}" 2'-11r" 3r 54" 33" 2'-111' 33" 2{r Y III X I •• , I . • - • - ii% I 1 , —1 11■■■■■■■■■■■■■■■� ■■■■■■■■■■■■■■■■■ 45' MITER CUT AT TOP VIEW A-A WIRE MESH BETWEEN 1111NININI■NImunuu•nn 11NINI1111■NI11■■11M111NI1111 2x4 FRAMING 45' MITER CUT AT .43 1111NININININININININININININININI11 1111NININIMININIMIMINI■NI■■■■ TOP & BOT. RAIL TOP & BOT. RAIL 1111■■■■■■■■■■1111■■■■ ■■■■■■■■■■NIMI1111■NI■ 1.7-i tnrM_N1r 1T11 1 ■■■■NINI■11■■■■■■MINIMI■ ■■NI■■NINI■■■NI■■■■■■ ®.__i.:-t I_ _ R1r_ _ Rst - -IT 1 --, l --• l tri ■■■■■■■■■■■■■■■■NI■ ■■■■■■■■■■■■■■■NI■ 1 PC 1111■■■1111■■■■■1111■MI■11 ■■NI■■■■■■■■■■■■■■ SECTION B-B ■■NI■■■■■■■■■■■■■■■ ■■NI■■■■■■■■■NININIMI■ 2x4 RAIL & FRAME MEMBERS B _ - IN i B CU ■1111■■■■■■■■■■■■■11■ ■■■■■■■■■■MI■■■■■■ Fr 1110■■■■■■■■■■■■■■■■ ■■■■■■11■■■■NIMIMI■NI■ m (TYPICAL) I - N ■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■111111■■ 1I' 3d"-tI"3i" 51" 3r" 101" 38" 5}" 3r" 5j;" • r- ■■■■■■■■MINI■■■■■■■■ ■■■NI■■NIMINI■■■■■■1111 i Q - - .. o ■■■■■■■■■■■■■11■■■■ ■■■■■■■■■■■■■■■■■ • CL I . i ' 1 • i it• : i • 1 1 i • i • --_ r) Q . i • 1 ..•.,.. - -. _.• "--.. - "- -._y. . i •.,. . . - { - • , f f Y,�_ X�_ •• I ' --""-- . "--"- -- -_. .__. • • I a -I --... - - `-"-s l- ._..-.._ , ' ",•jam U a I 8'-11 A • I f : f f I • • I I A WIRE MESHY X SECTION Y-Y SIDE VIEW X-X 0 9'-24" I z _` RAIL PANEL RP4L MATERIAL SCHEDULE — RP4L RAIL PANEL RP8A MATERIAL SCHEDULE — RP8A F 1 REQUIRED , • SAME AS RP4R EXCEPT 2x4 SAWN LUMBER a ! I 1 REQUIRED Ki OPPOSITE HAND (2) 0 8'-111" (6) 0 2'-10h" (6) 0 2'-3r (2) 0 2'-10" (2) 0 2'-11116" B -- 1 B 2x4 SAWN LUMBER WIRE MESH - 2" MAX. OPENINGS N (2) ® 9'-2 " (6) ® 2'-10�" (6) 0 2'-3r (4) ® 2'-11 " _ y o (1) ® 2'-8" X 3'-2" (1) ® 2'-8" X 3'-4" WIRE MESH - 2" MAX. OPENINGSi `x0. ,, CIUNRED��(2) ® 2'-8" X 3'-4" • Esz I (64) #10 X 23" DECK SCREWS —t A [3 1AIlECI tkf Yl1 MAMMAL WILL SE tui.ANt1A • • M 7" (64) #10 X 2? DECK SCREWS Y f X - SECTION V-Y SIDE MEW X-X C WIRE MESH 4_13" I o N This drawing is the property of Western Wood Structures, Inc. and has been prepored specifically for the job indicated. It shall not be reproduced or used on any other project without the written consent of Western Wood Structures, Inc. 17401207 4 RAIL PANEL RP6 MATERIAL SCHEDULE — RP6 6S/,r, r� PRoZcT DIRKSEN NATURE PARK BOARDWALK />� WESTERN WOOD 1 REQUIRED PROF s 2x4 SAWN LUMBER � Fs \\� LocAnoN: TIGARD, OREGON GINE tPj //% (2) ® 4'-1r (5) ® 2'-10r (5) ® 2'-3r (2) ® 0'-101" qc� F.i9 F,p (I N///. y �� STRUCTURES RCHITECT: WIRE MESH - 2" MAX. OPENINGS / i INC .• ENGINEE2 2 (1) 0 2'-8" X 1'-4" OREGON \\\\ IL ,� P.O. BOX 130 TUALATIN, OREGON 97062 +'�A CITY OF TIGARD (46) #10 x z}" DECK SCREWS X14.4:11:: 44:. 10,so`��0 `` 503/692-6900 FAX 503/692-6434 DRAWN BC G.H. DATE 3/23/2017 NO. FY J. gE 174012 EXPIRES:i1/3�j 7 4/17/17 PER OFFICE CHECK GH 9AFFILIATE CHECKED BY YK DATE 4/4/2017 NO. NFF18A 800/547-5411 PLOT DALE sHr. • NO. DATE REVISIONS BY DATE PRINTED: 04/17/17 7 of 10 DATE PRINTED: 5/11/2017 JA - - . • —..���—'`a \ I r .U. UUA IOU IUf1U1111V, kJ!\CLAM V .7 IUUL rill 1 n•W IMP" vnI VI "W."' I TOP NEW A-A WIRE MESH BETWEEN 2x4 FRAMING • —EM-- SECTION .SECTION B-B 2x4 RAIL & FRAME MEMBERS (TYPICAL) 2& 31" 2'-11t 3f,51. 31" Y I X A PQx -- 1 1111 . A iw I • • B1111111/11 II i' B • (V WIRE MESH Y j, X • SECTION Y-Y SIDF VIFW X-X 4'-11" RAIL PANEL RP8B MATERIAL SCHEDULE — RP8B 1 REQUIRED 2x4 SAWN LUMBER (2) 0 4'-11h" (3) 0 2'-10r (3) 0 2'-3r (2) 0 2'-11i" WIRE MESH - 2" MAX. OPENINGS A (1) 0 2'-8" X 3'-4" (32) #10 X 23" DECK SCREWS 14.11 :i L, „'I �1a., rin I° iM �. !C . ti SECTION B-B 2x4 RAIL & FRAME MEMBERS (TYPICAL) 5i" 31" 51" 31" 3'-1111 33. 51. 33" 3'-11t' 3r" 5}" 3}" 5r 11E111 1111111111111SSE11111 Y X—"- 1■1 IIII MI IIIww III • �.� ww.wwl■� �www� w�w�ww■w��w www��w ■� • BIII_I__I w ww�IM wwlwlw�■� ww�ww■� rn �w� I B • iv� INIM • LI 12'-0" Y WIRE MESH I X...-. SEC110N Y-Y SIDE NEW X-X RAIL PANEL RP9 MATERIAL SCHEDULE — RP9 2 REQUIRED 2x4 SAWN LUMBER Q (4) 0 12'-0" (12) 0 2'-1O 1 (12) 0 2'-3r (8) 0 3'-11r" WIRE MESH - 2" MAX. OPENINGS Q (4) 0 2'-8" X 4'-4"A 6, (136) #10 X 21" DECK SCREWS �icmcmmn� MMUMMN_� MU ism TOP VIEW A-A WIRE MESH BETWEEN 45' MITER CUT AT 2x4 FRAMING 45' MITER CUT AT TOP & BOT. RAIL TOP & BOT. RAIL go _ no - _ ------ _-- _If CA cm_- MIS --- — -- - ----- ------- - i9 -__---ice- _-_iia : I y,l _- ----- - a SECTION 8-B 2x4 RAIL & FRAME MEMBERS a (TYPICAL) N 5r 31" 5r 31" 2'-10" 31" 51" 31", 2'-10" 33" 5}" 33" 5r ,_ cn o o Y X — V I I ' I 1 , i- ' --. . ...1_�._ .I •� I I ..•.L.•.---_._.. • . ; ', I I '. � I M A S :._.. A d • • • • . • V - z ` 4 = a B M to -_ .1 O , • FINAL PRINT PJ � �y`{�� ` I 1• 1 I , J v •• •' 1 • 1 •1 • I 1 ,,,,�����``,``yyyy}}}}����wwww���•...,,''''.y,�y�'�'��'�pp{{{����-����.��'�'+''�• � }}!+��1• YY{{..��¢��1'��, /���,�`. v�{Q�{�}iy/., i i • i i j.1.. r. ..- ..... . -•.. .. .. -. -,. . I . "•1....•____ _ _________ _L•._ _ __. , i i • i i _____\_ .� DETAILED THESE DRAM/NOS Y -0-X-- SECTION Y-Y SIDE VIEW X-X o 9'-81• WIRE MESH ai N RAIL PANEL RP10 MATERIAL SCHEDULE — RP10 This drawing is the property of Western Wood Structures, Inc. and has been prepared specifically for the job indicated. It shall not be reproduced or used on any other project without the written consent of Western Wood Structures, Inc. 17401208 s 2 REQUIRED � / 2x4 SAWN LUMBER / 7 40k 4.1:9 PROFF /// PRomm DIRKSEN NATURE PARK BOARDWALK `V Q (4) 0 9'-83" (12) 0 2'-10b" (12) 0 2'-3b" (8) CO 2'-10" 4� G1NE ss- ���� WESTERN WOOD LOCATION: TIGARD, OREGON wyQ'� FQO \\\\\' WIRE MESH - 2" MAX. OPENINGS cr 79 17 ///// W o (4) 0 2'-8" X 3'-2" L\MgSTRUCTURES , INC . ARaHITEaT: 0 d ��/� • ENGINEER m p (128) #10 X 21" DECK SCREWS C?-�) lo,o°�4. ��`�` P.O. BOX 130 TUALATIN, OREGON 97062 + CITY OF TIGARD <Fy J. B0d k 503/692-6900 FAX 503/692-6434 PRAWN BY: G.H. DATE 3/23/2017 174012 u (EXPIRES: /i/3'�� 1 A 4/17/17 PER OFFICE CHECK GH MEMBER0 / QNECKED BY: YK DATE 4/4/2017 NO. DATE REV1SloNS BY 800 547-5411 PLOT DATE SHT. DATE PRINTED: 04/17/17 I 8 or 10 DATE PRINTED: 5/11/2017 JA >.... v 4 <lJ ..r. >. .. .t ... .'.x_ .. ..,- .. v ._ - .._ .- .. .._.nvw..FkT^ia:..4^'. R.'.«<.M . . -✓' 'Eo. < He W.e ?m ....- .. a^..n.. ... _. ...,..__ i'... �. w it.✓Fa0. _} '£. ..'.. 4 <_v .e2, _ f-ki _.. _ . . ... R ... �fle e n • ,. _ .. , z__ _.:,: -, e. a ,u::'. <.. _ ._-. .. .. _ taw ... . - rI'. . +: +. _- . 'n.. .. ... __. - . . _. . . .:.. 1 Ys ...- ., a .x" ..� :,. . , s:: h, a w•L : , ..> s.. w m .. b.... .:. _.. - r -..__......3 � ..,. . y vtiA 4 a.+ +..v...: - r. a. ..''h •,.. .4 ..x _... ~. _... 2 ....` ax S <-c. s-a�a. _.. ..; .. ,. m .. .. .. � ... .< ... i1 M1 .. cf£" ., ,.. :. : . . ._:• .., v.- ...h . .. ._1Yv aM .... _. ....-. ,.. i .� � i 1.;...w dn... '.vr rti.. . i'b x. '...�: .. .. . --+-1/4431' ,..c... r. r.. ..;.:.. .. x w. . , w n, ary •. _- ..._ ,.� _ i, iq�'C�C*ne* B __.ya{. < e•" 2 .. >x-a.... .-, . . .. . .:.v -y.:. .... .. .. -.>_ .. tat y . x xa_ f,'fi � �3Y'� :>-. _, .._ .-.1.4-: . 4,.. 4 .._,..,. . .. :.._- e , .« 'h:.. 4l'.. eM-.. - g,� vr ..i . ... _ G. _ i k" -. . _ . .. e.... . .. , - 3 ."rt` . �•�.�iw..: _ ...» : P+ Ln .n ..e., F ..a .av ,., i��.. >civ.. . ,c . . - .._. . .. _ .__ . :C.. sI? .. r, >;..... � ">.: j� --..., ;. YF.�...� ' ._ °` � .»e .m��..r° . ..:,x r"a+ '+A7n.. t..r�.r=... aK...,,est: ��:: r, . .. .�s�v . .,.,. • . .. ,rte _-..._ r-r .. _.41-:=S-,e;„,,,:7;-3,�. _ s- . . +e'� .,. v eaun,xn�`� �., ..:. , i. BENT OR WELDED BENT OR WELDED °U" BUCKETS 5" 5• "U" BUCKETS 5" 5" / 4? Jr 31i• k 3>i" k 4? tit, Ir 1r }"k a\ iii" iii" k 4? r r 1r tit Il\ I I v7 STLOTTED HOLES v A/50HOLES • • \ -19-- I ill sin sin .=-=v elIN •a-IN 4.16-4 ---(Pfr • ® r - \ " 2k"0 STANDARD PIPE ^' 1 ^' 1 1 " 11 . y 3" , 3" 13" I 3" � 1? jrI I \ ALL HOLES "0 kI \ E • k ^s ' co ALL HOLES }�"0 „ j \ 0 I RN.) ^ /\\ I IT ? InALLHOLES }r0 \L7X4X �° inkI I \ 0Inmy (PE II ithr I_ _ 0 °LXX 6M "� 1i• 33° 3 " 1?• I, .-1" \ — , d illi 6 I-I \ • ---- --- X 4" >Y I I —�- \ A i" XX ja XX}"k "" 1 1 a #1, 3r 3r j 13" j -,� WELDED STEEL PIER CAP CONNECTOR - S3 8 X \ S3 - 2 REQUIRED STEEL ANGLE FROM L 7 x 4 x K" - SA1 PIER CAP PIPE SLEEVE - PS1 WELDED STEEL PIER CAP CONNECTOR - S6 SA1 - 4 REQUIRED PSI - 20 REQUIRED BENT OR WELDED S6 - 1 REQUIRED 4 , "U" BUCKETS 43" 5„ I 5" / Y / 311" 3i" I"Itj.yI1 ir / 1 " It "P 11\ BENT OR WELDED "U" BUCKETS 5" 5" / / 3a k 3 14 " " 1 " 1�" "� 11� LIN !LIN ARCHITECT/ENGINEER/CONTRACTOR: I BENT OR WELDED - AIL, -e -� �__ _ __ " X 1 " THE WELDED STEEL ASSEMBLIES ON THIS PROJECT MAY °U" BUCKETSv Q I — I O d SLOTTED HOLES REQUIRE SPECIAL INSPECTION AS REQUIRED BY THE 43" 4 " 5" r 5" :- - 1 - - \ I / BUILDING CODE. THE SPECIAL INSPECTOR SHALL BE �" 1 1 " " -"'_ MA MA ._ I I ——\ \-- e I I0-/ "t \ 0 f - 1 O( I 0 STEEL ASSEMBLIES REQUIRE SPECIAL INSPECTION �� ra �� �\ ^� ` ' NAME OF INSPECTION AGENCY: ,r I `» ;, I I -CH \ I I _ •\ X 1 ' 3" II, 6b" X� 3" i 1}" I 11}" jr 33" 3? 13" 1 `"- I I CONTACT NAME: X X X \__ I \ I 0_ 0 0IJ l ^, ALL HOLES }L1"0 " + II \ / \ PHONENUMBER: WELDED STEEL PIER CAP CONNECTOR - S4 i\ b3" k I NOTES: = In Men S4 - 5 REQUIRED I \ I -•- { T� t ALL HOLES }�"0 ' I I _ \ I •\ \ M 1:1 STEEL• I \.. ( : ,+ J13" , 3" 1 5 , XX 3" 1�" 1 _,"t ,� lin / 3? 33" ! 1�" - _ r `' —� 4 J l • - Co II II 4: —� °If ALL HOLES }LT"0 = _ _ _ 4"LXX 6�" XX}"�In \ 13" 3 ° 3 " 13= / ": WELDED STEEL PIER CAP CONNECTOR - S1 SIGNED: SI - s REQUIRED ` ` —III WELDED STEEL PIER CAP CONNECTOR - S7 FIRM: S7 - 3 REQUIRED a III_ n I I BENT OR WELDED "U" BUCKETS 5" 5" BENT OR WELDED \ \ ii le II "U" BUCKETS5• 5• / BENT OR WELDED6�a 5" 3 3 \44. I "IE�� 1�°/ r 1r �� "M \ "U" BUCKETS t t II/ \ ,__ ____,_ 4�° 31�" 3 1 4�° }"IQ 1�' i�' 'IC \ i ` , t f/ 1 t N 1 H i„ it \ if LOTTED HOLES / 1 " / SLOTTED HOLES I \ I \- T I Q : C ..-10.1I I —la .--. _ -13- - l- 4*-- I I ) P-- I -!'- 1 -(-) rn w,•- 4-1I I I 0 Q I ' I- 1/4 041C4 0 I I t - 0 ` I I =K l I r _ =N `� '.V "�� 6a" 3• 1 " 1? 1 3�a 3 . r 1 . T J 1 .- to, � j \ • 1 I I I i i i i z I tom,. •� ALL HOLES fro • i lin / 3" , 3" 1�" k 11? 3" \ 3" 1�' i \ I I WELDED STEEL PIER CAP CONNECTOR - S8 i\ I4) -CP I \ I \ - O - - -O o, ALL HOLES } "0 ^ = 1 S8 - 1 REQUIRED ALL HOLES ?so "� I . I •- - (1) - -- FINAL PRINT a • \ " �tATE1AL WILL DE 1d.AiitJAL' !! _ _ _ i T AS DETAILED ON THESE DRAVOING 1 \ r..... .... --\_ e6�" 33" 3? X /Irk 13X1i1� jr, This drawing is the property of Western Wood Structures, Inc. and has been prepared specifically for the job indicated. It shall not be reproduced or used on any other project without the written consent of Western Wood Structures, Inc. 17401209 WELDED STEEL PIER CAP CONNECTOR - S5 ��0T „/, PRD,XCT: DIRKSEN NATURE PARK BOARDWALK WELDED STEEL PIER CAP CONNECTOR - S2 S5 - 1 REQUIRED �FEL0 PROFFs .\\� WESTERN WOOD LOCATION: TIGARD, OREGON S2 - 1 REQUIRED ��G1Neis. � ti R'41,3 STRUCTURES INC .1 ENGINEER O ON,, 5 5/01/17 IN HOUSE REVISION JB \\� P.O. BOX 130 TUALATIN, OREGON 97062 CONTRACTOR: CITY OF TIGARD alb O1. lo,so ,`` 4---\..- ..... 503 692-6900 FAX 503/692-6434 4ey 3 eE� { / / DRAVM By: G.N. DAZE 3/23/2017 jee 174012 5 4/17/17 PER OFFICE CHECK GH 0 AFFIUKIE800/547-5411 CHECKED BY: YK DATE 4/4/2017 LOT DATE snT. IEXP IRES:,y' 1/ 7 P NO. DATE REVISIONS BY DATE PRINTED: 05/01/17 ISM; of 10 / 5" / 5" 1 11,i"re 4i" BENT OR WELDED lIE/ 1r / 1i" //j1E "U" BUCKET r, ej I -s„ n Io 0 In 1 0. 11 X 3" 141 Pd 1i" 33" / 33" j 1}" 1 ALL HOLES br0 WELDED STEEL PURLIN HANGER - S9 S9 – 6 REQUIRED 4 " ; 6, " \ "IE 41" BENT OR WELDED 3"" 1F ir re "U" BUCKET ^� 0 - I n O O_ .. .-IN o Q. _ ^� M 0 ."tic� ^\ I ,_4 I3" 13" j, / 1? ! 3ii" 5 " T1i" / ALL HOLES Ina WELDED STEEL PURLIN HANGER - S1OA S10A – 1 REQUIRED 1a\ 5" 63" \ / / / "e 43" BENT OR WELDED I"" 1�" 1r }"IQ "U" BUCKET 0 0 I M w aIN 0 O " I 0 1 .* : JJJ 1 3" 13" 1 tia 13" 33" 5" 13" ,. ALL HOLES }r0 WELDED STEEL PURLIN HANGER - S10B .. S10B – 1 REQUIRED 11\ ,4, U 5" 6f" N Ni"e 4r" BENT OR WELDED I" , 1�" / i " }"� ', "U" BUCKET cn \ —‘_ 0 a I o O d I M LI z • 1 41– . I `� I o o O - 4 o Rg n t PRINT NI 0 MATERIAL WILL DLMWr CWRED ` �eV AADETAILED ON THEW ORl S "V. o 1 3" 1 13" 1 it / 13" i 33" y 6 " / 13" / a This drawing is the property of Western Wood Structures, Inc. and has been prepared specifically for the job indicated. It shall not be reproduced or used on any other project without the written consent of Western Wood Structures, Inc. 17401210 ALL HOLES }LT 0 i.- o/�/'7 PROF 90 %//% PROJECT: DIRKSEN NATURE PARK BOARDWALK WELDED STEEL PURLIN HANGER - Sll ,. ' �cAS 1NF‘eePs% - \\\ WESTERN WOOD 1ODATIO 11GARD, OREGON S11 – 4 REQUIRED _ /////% LU STRUCTURES9 INC . EN c. a'.p 41. �i��� P.O. BOX 130 TUALATIN, OREGON 97062 CONTRACTTNt CITY OF TIGARD N. '°cFy10'�����` \``, 503/692-6900 FAX 503/692-6434 DRAM BY: G.H. DATE 3/23/2017 174012 N. AfTIUATE CHECKED BY: YK DATE 4/4/2107 No. e yDABER 800/547-5411 PLOT DATE sir. 0 (EXPIRES:/t/Ji//7, ( DATE PRINTED: 04I17I17 ( to or 10 N NO. DATE REVISONS BY 11ATR PRTNTRTI• S/11 /7017 .TA