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Plans (15) BU P2017 - 002 14 r r- Cr '-'0' 1 � � A 1 11'-OA 11 - 11 -D 1a-7 ' 9-9 " 6-1 3'-14" 8'-O" 8-QA ' RECEIVED I 1 I I AUG 12017 CITY OF TIOARD ` . ' BUILDING DIVIMIC N • II \ rte I 169.10' I 168.90' I 168.70' 167.875' I 167.875' 167.75' _ Q 1 TOP OF PIER TOP OF PIER TOP OF PIER TOP OF PIER TOP OF PIER I TOP OF PIER i i M • N PIPE SLEEVE PIPE SLEEVE PIPE SLEEVE PIPE SLEEVE PIPE SLEEVE 1 PIPE SLEEVE I N - 411- - -....._—. ---- -- - - -.— - -- A- I - --- - - - - -- - -A- - ..,. i I ID IN I I I I I I I ---\ 169.10' 168.90' 168.70' ; I — _ --- TOP OF PIER TOP OF PIER TOP OF PIER I ' 168.50' 157.875' /71 ' PIPE SLEEVE PIPE SLEEVE PIPE SLEEVE I E TOP OF PIER I TOP OF PIERb I PIPE SLEEVE I PIPE SLEEVE I 169.344' '� I TOP OF MUDSILL . AT OUTSIDE EDGE I j I I . 168.50' I TOP OF PIER f I PIPE SLEEVE : I " I � PLAN — HP287 HELICAL PIER LAYOUT HA150 OR HP237 BATTERED TIEBACKS AS REQUIRED m ® I I "ah l ! , CONTRACTOR NOTE: - INSTALL HELICAL ANCHORS PER LAYOUT. i - CUT TOPS OF HELICAL ANCHORS TO ELEVATIONS SHOWN (+0" -1" TOLERANCE). I I - INSTALL PIPE SLEEVES OVER HELICAL ANCHORS TO ELEVATIONS SHOWN. (FILL HOLES WITH d" FILLET WELD ALL AROUND OR DRILL HEIJCAL ANCHOR ire) 168.50' TOP AND INSTALL "P X 4i" MACHINE BOLT) - LOCATE PIER CAP BRACKETS AS REQUIRED AND WELD TO PIPE SLEEVE WITH il" I I I I PIPE SLEEVE ! FILLET WELD ALL AROUND. - , 7\____________: . 167.875' 167.875' 168.50' I t TOP OF PIER TOP OF PIER TOP OF PIER PIPE SLEEVE PIPE SLEEVE PIPE SLEEVE ! I 1 168.50' 167.75' 168.50' 167.875' I TOP OF PIER TOP OF PIER TOP OF PIER TOP OF PIER PIPE SLEEVE I PIPE SLEEVE PIPE SLEEVE PIPE SLEEVE 1 170.30' TOP OF DECK-- 169.10' 169.50' 0' TOP OF PIER 1.8% TOPTOP OF DECK OF PIER - TOP OF DECK 168.70DECK — —. — - i —_ —_— _ --- -------- PIPE SLEEVE ---� 16PIPE SLEEVE TOP OF PIER PIPE SLEEVE — 169.344' TOP OF MUDSILL ----77,c,',. „,�, 167.875' 167.875' 168.50' 167.75' 168.50' 167.875' AT OUTSIDE EDGE -''''511::1m: r ;,� ------ ; - - I TOP OF PIER TOP OF PIER TOP OF PIER TOP OF PIER TOP OF PIER TOP OF PIER I PIPE SLEEVE PIPE SLEEVE PIPE SLEEVE PIPE SLEEVE PIPE SLEEVE PIPE SLEEVE f I - ./---\\-- -777-7-7\' 1 I 1 � 1 PIPE SLEEVES ii \/z•/74, ��\2,/ ,% /i/ //\'j %\/. i// ;7 7- / ._.._ ._ _ .. .._.._. ,.1 1 �,I k (TYPICAL) .I i \ \/\ ; /�� %/�� �� j i \% �J l / ' II I I II I r, II j 1 ii) Ih �'II �� I �� ,1jSII t ( I I ` II \ I / II ( k SII I I /'I 1 HP287 HELICAL ANCHORS ,f J I .I I J J I �J \J I `I I I I (TYPICAL) 1 1 k h� I h� I h1 I h 1 P� I h� 1 I k \`! I I,l I'f I'F 1,1l 1� I.f I I I I f I f /'I I ,1 I r1I I f"I I SII SII ` II III \ I I SII `II `Ii yl \-II yl yl 11 II II II 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 GLUCAN ON THIS PROJECT ARE PRESSURE TREATEDCE COPY AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS (AASHTO) HARDWARE : ASTM A307 WITH PENTACHLOROPHENOL WHICH INSURES A LONG AND USEFUL N -� O� 01 AASHTO STANDARD SPECIFICATIONS FOR STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS, LUMINAIRES HOT DIP GALVANIZE ALL STEEL SHAPES AFTER FABRICATION. SERVICE LIFE. WORKMEN SHOULD USE COITION SENSE IN HANDLING . Mi 170.30 AND TRAFFIC SIGNALS, 2009 (SIGNS) HOT DIP GALVANIZE ALL HARDWARE. THESE TREATED TIMBERS. AVOID DIRECT SKIN CONTACT WITH THE 1 a PRESERVATIVE BY WEARING RUBBER WORK GLOVES, LONG SLEEVE TOP OF DECK CITY QF'TG a 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, WIND LOAD :95 MPH PER SIGNS _ WELDERS. TREAT ALL FIELD MODIFICATIONS W/ COLD WORKMEN SHOULD ALSO WEAR A FACE MASK AND GOGGLES. ItEVIEWE FOR CODE COMPLIANCE v -- — --—. SEISMIC LOAD :SEISMIC DESIGN PER AASHTO GALVANIZING PAINT. A roved: �� :PGA = 0.2658 TIMBER TREATED WITH PENTACHLOROPHENOL MAY EXHIBIT A BLO(�ul I NG DTC: ��O ��I �'�. tr)0 '� :Ss - Q•62sg TREATMENT SPECIFICATIONS: OF DRIED CRYSTALS ON THE WOOD SURFACES FOR SEVERAL WEEKS c� ;SI 0 2258 AFTER INSTALLATION. THESE CRYSTALS CAN BE BRUSHED OR Pcrmit#: Q :SITE CLASS D WASHED OFF THE SURFACES OF THE BRIDGE, SUCH AS RAILING Address: D S '-�'• Q I :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 Suite#: Z GLULAM SPECIFICATIONS SPECIFICATION TH I COPPER NAPHTHENATE IN ACCORDANCE WITH AWPA ATMOSPHERIC CONDITIONS. Date: - Q 1.8X 0 169.344' i. �` MATERIAL : WEST COAST DOUGLAS FIR COMBINATION 2 OR 24F-V4 TREAT GLULAM MATERIAL WITH PENTACHLOROPHENOL IN LIGHT SOLVENT TO RESSUREIT MAY BE ITREATED TIMBERS,FFICULT TO APPLY CTIMBERS TAIN PTREATAINT ED WITH R NLIGHTSHES TOP OF MUDSILL I AS NOTED TO A MINIMUM NET RETENTION OF 0.4 PCF PER AWPA SPECIFICATION SOLVENT PENTACHLOROPHENOL SHOULD NOT BE CONSIDERED AS AT OUTSIDE EDGE 5r X 12" GLULAM ADHESIVE : WATERPROOF PHENOLIC C28. ISSUE CERTIFICATION OF TREATMENT. PAINTABLE UNTIL ALL SOLVENT HAS ESCAPED: WWS RECOMMENDS Iii I , MUDSILL FABRICATION : AS SHOWN AND NOTED. MACHINE INCISE ALL GLULAM. . USING A PENETRATING PIGMENTED STAIN THAT DOES NOT FORM A APPEARANCE : AS SHOWN & NOTED TREAT SAWN LUMBER WITH PENTACHLOROPHENOL IN LIGHT SOLVENT TO COATING ON THE WOOD SURFACES. 6A LEVELING COURSE OF r MINUS , `tea (. Har c_, 'a'. a.. FINISH . SEE TREATMENT SPECIFICATIONS. A MINIMUM NET RETENTION OF 0.4 PCF PER AWPA SPECIFICATION C2. ' �. CRUSHED ROCK THOROUGHLY iF•, IO r1 0 0i PROTECTION . NONE IF BRIDGE MATERIAL IS TO BE STOCK PILED AT THE SITE, IT MUST Ni COMPACTED AND EXTENDING 6" a a go, n I a -�.'aIEfiMANDVACIURED CERTIFICATE ANSI 117-2010 / APA-EWS BE STORED IN LEVEL AREA AND STICKERED APPROXIMATELY EVERY L t h T . �Q' `''�' 6 FEET, IF THE MATERIAL I5 STORED IN A HOT, DRY CLIMATE, AS ON THEst FINAL P_ BEYOND MUDSILL IN ALL DIRECTIONS v, , r ffr T. s �`y GLULAM MATERIAL INCLUDES MUDSILL, PIER CAPS, PURLINS & TOP RAILS IT MUST ALSO BE COVERED WITH PLYWOOD OR OTHER MATERIAL TO 6. ' PROTECT IT. FAILURE TO STICKER AND COVER MAY CAUSE WARPING A SAWN LUMBER SPECIFICATIONS: AND EXCESSIVE SEASONING CHECKS. 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. 17401201 0 MATERIAL : WEST COAST DOUGLAS FIR #1 PER WCL I B OSr4,7 7 GRADING RULES jJ117. ///. PRO. CT: DIRKSEN NATURE PARK BOARDWALK CV FABRICATION : AS SHOWN d NOTED A:, PR OFFssi l//4` LOCATON: TIGARD, OREGON ESTERN �WOOD �_ FINISH SEE TREATMENT SPECIFICATIONS �„�'' ? ���` 9 \\\\ ARCHITECT: STRUCTURES INC . SAWN LUMBER INCLUDES RAIL MEMBERS %//// N In 0 �oR ON ry �, ��� ` P.O. BOX 130 TUALATIN, OREGON 97062 CON CT«t ant OF TIGARD 4 ��EY 3 ��� ® 4/25/17_ PER OFFICE REVISION GH 503/692-6900 FAX 503/692-6434 DRAWN BY: G.H. DATE 3/23/2017 roe 174012 O. �_ /1\ 4/17/17 PER OFFICE CHECK GH 'r; ;� 800/547-5411 CHECKED BY: YK DATE 4/4/2017 NPLOr DATE sNT. EXPIRES: !2/iilia NI NO. DATE I RENSIOI�S BY DATE PRINTED: 04125/17 1 OF 10 I TThl"+ Do IT1PtiTI• K/1 1 ',nil' .Ta 11'-o" 11'-0" 11'--o" 10'-7i" 9'-9 ' 9'-9 " 81-0" 8,_0" ` I �10i" 3'-5‘75" 3'-51i" 1'-11 " /1'-54" 3'-5ii" 3' -11 a" 10li"t I t- (2) BSI, a __ 4 r-�1 n S1 S1 51 S5 r..,., 4//- :.L. - ( PL1A -- �- �' PL2A - PL2A ----�- �' PL3A ---._ i l PL4A�- ;� t _ n� - l i PL4D--� I • �I `- - -�-- _ _ - - - - - �- - - SA1 _ - = S3 0 �� o S6 _J -\- k i PL1B PL2B -=- PL26 -•- PL3B - r PL48 - PL4B I I T - - - - _ - - -- -c-- .-- N o L I o ! o j SA1 I k r - - - -- - - - - - - - - - - - - - . . - - - - - - - - - - - - - - - - - - - - - - - - - - - • o 5A] PUB PL2B �- PL2B PL3B -•= PL48 o PL4B I M I _ - - - - _f - f I -- - - I -- - - 1'-1 �, 5'-0" 1'-101" 3'-1i" 3'-11a" 10 " Cl) in 0_ a CL 510A 5108 S0 59 59 0 SA1 PL1A — PL2A PL2A --0-- PL3A --- `~4 PL4C `VI .. "' - .:.11-- - ' : -r I �-- _ _ PL4C _k PL7A-.- n PLIC---.- .� \-S1 Sl Sl �� o .0 - -.- a N -c,, S11 I S11 S4 •0 57 I I ------ PL48 PL4B IN PL7B PL78 • _ - " ra _ • u, = I in � I S11 I Sll a o I i 3 PIER CAP PC1 TO HEUCAL ANCHORS 2 PIER CAP PC6 TO HELICAL ANCHORS 1 PL4D TO PIER CAP PC4 (AT 56) 16 POST TO PIER CAP PL4B N PL4E-�- S4 PL7A-..- PL70---J- N 2 STEEL PIPE SLEEVE -- PS1 2 STEEL PIPE SLEEVE - PS1 2 3/4"0 X 5" MACHINE BOLT 2 3/4"0 X 14 1/2" MACHINE BOLT • - _ _ - i_ - - - - ` 2 PIER CAP CONNECTOR - Si 2 PIER CAP CONNECTOR - 54 4 3/4" MALLEABLE IRON WASHER -\---- [ o I c �_ o U u o S9 8 3/4"0 X 7" MACHINE BOLT B 3/4'0 X 8 1/2" MACHINE BOLT 2 PL4C, PL4E & PL7A TO PIER CAP PC4 `N` PL4B N PL4B '-� - 1- E n PIPE SLEEVE FIELD WELDED OR BOLTED PIPE SLEEVE FIELD WELDED OR BOLTED - 29 POST TO PURLIN ` - -N--- - PL9 OVER TOP OF HELICAL ANCHOR. (BY OTHERS) OVER TOP OF HELICAL ANCHOR. (BY OTHERS) 2 STEEL HANGER - S11I PIER CAP CONNECTOR Si FIELD WELDED PIER CAP CONNECTOR 54 FIELD WELDED 4 3/4"0 X 8 1/2" MACHINE BOLT (AT PIER CAP) 2 3/40 X 11" ACHINE BOLT o a 1 b o k 0 TO TOP OF PIPE SLEEVE. (BY OTHERS) TO TOP OF PIPE SLEEVE. (BY OTHERS) 4 3/4"0 X 5" MACHINEBOLT 4 3/4" MALLEABLE IRON WASHERI I cV I I N n I r PL4B PL4B a ;;, COIN � -y) 1 PIER CAP PC2 TO HELICAL ANCHORS 1 PIER CAP PC7 TO HELICAL ANCHORS 1 ` PL6C & PL7A TO PIER CAP PC4 . - - 1 ! I I PL9-- • I • 2 STEEL PIPE SLEEVE - PS1 2 STEEL PIPE SLEEVE - PS1 _,./:::31: I o o " ""°' 1 PIER CAP CONNECTOR - S5 1 PIER CAP CONNECTOR - S4 2 STEEL HANGER - S9 - - 4 3/4"0 X 8 1/2" MACHINE BOLT (AT PIER CAP) N PL4B N PL48 ] 1 C �, Ilas 1 PIER CAP CONNECTOR -- Si 1 PIER CAP CONNECTOR - SS 4 3/4"0 X 5" MACHINE BOLT -�--- - --- - I 1 I 12 3/4'0 X 8 1/2" MACHINE BOLT 8 3/4"0 X 8 1/2" MACHINE BOLT Q P1 0 I • I • • 0 I PL9 =�r 8 3/4" CUT WASHER (AT SLOTTED HOLES) PIPE SLEEVE FIELD WELDED OR BOLTED 1 PL6A & PL7E TO PIER CAP PC4 (AT 52) TYPICAL 5 0 PIPE SLEEVE FIELD WELDED OR BOLTED OVER TOP OF HELICAL ANCHOR. (BY OTHERS) o c� I7 OVER TOP OF HELICAL ANCHOR. (BY OTHERS) PIER CAP CONNECTORS FIELD WELDED 4 3/4"0 X 5" MACHINE BOLT N PL4B N PL4B 1�-1 '�' S'-0" 1'-10 " 3'-1�" 1' 0 " 1 ; , PIER CAP CONNECTORS FIELD WELDED TO TOP OF PIPE SLEEVE. (BY OTHERS) -\- - -- - I �---- - _ y PL9 TO TOP OF PIPE SLEEVE. (BY OTHERS) 2 PLIC TO PIER CAP PC5 (AT 57) I _ I 1 1 s 4 PURUN TO MUDSILL i PIER CAP PC3 TO HELICAL ANCHORS S7 -� S3 S4 - ' _ C 1 STEEL ANGLE - SA1 2 3/4"0 X 5" MACHINE BOLT 4k PL4A—� PL5 PL6C Q PL7A T II 1 59 I o 2 STEEL PIPE SLEEVE - PSI 1 5/8"0 X 5" LAG BOLT (AT MUDSILL) - - • - - - -4- - - ---- -- 2 _ ' _ _ _.. _ - - - = - _r 2 PIER CAP CONNECTOR - S3 1 5/8"0 X 4 1/2" MACHINE BOLT 2 PL7p TO PIER CAP PC5Ill4 - _. PL7D--� b 12 3/4"0 X 8 1/2" MACHINE BOLT 1 5/8" MALLEABLE IRON WASHER I Z [ S9 S9 S4 N 3'-10,i" I =,r 1 STEEL HANGER -- S9 " s_ " " 8 3/4 CUT WASHER (AT SLOTTED HOLES) " 10� 3 5� 3'-5� ] -11� 1 -5}� 3'-�5�" ,:,� PLfiB PL78 I PL76 s � PIPE SLEEVE FIELD WELDED OR BOLTED 6 PL1A. PL2A & PL3A TO PIER CAP PC1 4 3/4'10 X 8 1/2" MACHINE BOLT (AT PIER CAP) -- _ OVER TOP OF HELICAL ANCHOR. (BY OTHERS) 2 3/4"0 X 5" MACHINE BOLT a T N. r I PIER CAP CONNECTOR S3 FIELD WELDED 4 3/4"0 X 5" MACHINE BOLT 4 3/4" MALLEABLE IRON WASHER `° ¢ TO TOP OF PIPE SLEEVE. (BY OTHERS) I I Q [ S8 52 S4 4 .;, 57 I Q 1 PL3A & PL4A TO PIER CAP PC2 (AT S5) 4 PURLINS TO PIER CAP PC6 (AT S4) k PL6A-- .� �� PL7E PLIC---� �► . PLAN - PIER CAP, PURLIN & POST LAYOUT - _ — _ _ _ _ _ _ �_ - _ 1 PIER CAP PC4 TO HELICAL ANCHORS 4 3/4"0 X 5" MACHINE BOLT 4 3/4"0 X 5" MACHINE BOLT = 1'_0" k ! Li U UL I + 2 STEEL PIPE SLEEVE - 1 PIER CAP CONNECTOR PSS2 1 PL3A & PL4C TO PIER CAP PC2 1 PL5 & PL6C TO PIER CAP PC7 (AT 54) Q T 1 1 1 1 12 3/4"0 XP8 1/2"E MT CHINES6 BOLT 1 STEEL HANGER - 510A 4 3/4"0 X 5" MACHINE BOLT I I 110 " 2'-9 " 1i1'-li",1, 5' -d" j 1'--10 " 3'-1 " 3'-11 ^ �10 "/ 8 3/4" CUT WASHER (AT SLOTTED HOLES) 1 STEEL HANGER - S10B 1 PL6A TO PIER CAP PC7 (AT 5$) 9`-9i" PIPE SLEEVE FIELD WELDED OR BOLTED 4 3/4"0 X 8 1/2" MACHINE BOLT (AT PIER CAP) 6'-1e 13'-.8i. 8'-O" 8'-0" f OVER TOP OF HELICAL ANCHOR. (BY OTHERS) 4 3/4"0 X 5" MACHINE BOLT PIER CAP CONNECTORS FIELD WELDED 2 3/4"0 X 5" MACHINE BOLT 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 HEUCAL ANCHORS 2 3/4"0 X 5' MACHINE BOLT 1 'SIMPSON' HU210-2 HANGER 2 STEEL PIPE SLEEVE - PS1 2 PURLINS TO PIER CAP PC3 (AT S3) 2 PIER CAP CONNECTOR - S7 4 BACKWALL TO PURLIN & MUDSILL 12 3/4"0 X 8 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 FIELD 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. ii Ek FL a E. n E a Q ii ,,BW1 1.8% CI PL1A - —- -- a • PL2A ----� • ah. ^ PL3A 0 p O -'- 1-- �~ P 0 PL70 0 O V - - -- .-._ �- ---•.- PLO--r- PL5 -----•- c3 L6A--� • PL7A--•-- c� PLIC--� - -� - _- o 0 0 o 0 a- o o 0 0 0 - — _.._, v • �, SI �, I I Psi S1 - -_ "� M51 �P51 Si iI .�, S8 S4 T �_ 57—'''''. 11." K� � I I PS1 -. � � -4=.51.-12 T'� 'I I P51 11-4414140 ►� / I I .I I I I -, n., r� i I E PSI a. \ l h \.! I "Al I I PS1 ; ; P51 I I I PS1 k P51 I�r Ir) •IFSAI �' I ,-I Al -I Al � 1 .t 1�J SII ` II � I 111 � I ; k ! Uj � Il ("I \, I� I JI JI J CJI J JI I— 1I SII II Ih� Ih} Ih� IF ! ! ! F a I I 1 I S I I I� I} I� 1,1) l�� 1)) a- I I (1I 1 f1 I ti 1 1 1 (I I - r I 1 0 \ I I � lI SII / II ♦ II \ ! I v 1I 1l II SII yI � I a II II II II II II c LD z 4 lD ELEVATION - PIER CAP, PURLIN & POST LAYOUT " = 1'-d" .71 41 _ FIN oitl PRINT 5 MM A. WILL, SE MANUFACUIStED 4 DETAILED ON THESE DRAWINGS Ni 5 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. 17401202 as/����� RIFF f„/ PRO.ECT: DIRKSEN NATURE PARK BOARDWALK 03 ,tyG4N6F iso �`��� LDCATtoN: TIGARD, OREGON 5 �� .� «.•`� WESTERN WOOD 7 iii` _, �‹<< ARCHI OR -GON in ������ STRUCTURES 9 INC . NEEIt xi 'A.y0C . ,a,�o�a�w -i` P.O. BOX 130 TUALATIN, OREGON -970462 CONTRALTO CITY OF 11GARD r j. B 503/692-6900 FAX 503/692 643 ` DRAWN BY: G.H. DATE3/23/2017 EXPIRES: 7 800/547-54111740 Q 4/17/17 PER OFFICE CHECK GH • AFFILIATE CHECKED BY: YK DATE 4/4/2017 N�. v/ �/� .. MEMBER PLOT iiSH T. IDATE REV1 ONS FR7 DATE PRINTED /7li 2 of10 T171To s1O1rwTTL+T. c /11 /.f f11.1 Tw 4S-4. 2c-ir ii,-0- _______ 11,-0- 11,- 1 /0- 1O'-4r 1c-or ic-o /i" 7-8 " 8,-3i- .._..., , , •+:1- . i -., ----- - ' • : 4,, a r!.. cz 7 7 7 IN IN . • :- .. __. . . . . •-ir- . 0 0 •.--tah OD CI I I l'I 10 -CNI 1.0 \ ,- --\---- :- -iv-- r!,.. . • a a a 1 i i , CV IV .... 4 , - -- 1 - , 1. :-—1 • \ \ R • i -- a 1 a 1 te 7 7 :. -c., - , \--- -•.— ,- ,. . _ _ ____. 4,- -\-- .: b • a •...., -. I 1 :ie 1 'a -c,i IN -.d- 7 IN --•--- --•--- , . __ __,_. --• • • ,i, R i--- 0 b L 2 I I --•1 .. . 17) , "CV IV 1 : --aL _, -\--- -\----- , a c:'.1 b I I i:) -c`.1 "CV 1 -CV -\---- -\----- b . ....., Kasl- I 1 ... T PLAN - 1 " X ii" 1 1-SL-4 GRATING LAYOUT -\_.— -\--- in = -on I ID D i 1 ,c-3B b 'iv GRATING MANUFACTURER: , - --- , --,,1/4.- - DESIGN & FABRICATE PANELS TO FIT DIMENSIONS SHOWN WITH BARS 1 , _ 'ow .!,,,,, PERPENDICULAR TO PURLIN SPANS. r •• :co • I I _ - DESIGN & PROVIDE INSTALLATION DETAILS & HARDWARE FOR CONNECTING 1.1 r- -. ' . ., PANELS TO GLULAM PIER CAPS & PURLINS. _ .: -.\-- b...... -., 1.....-1 1---- I P";°2 7 T -C , 4`-3" I "Crl -C.1 /- ...__ ge ge ;i :re - 77 7 7 -c.., . IN -c., •-c., • • • • • • . , ,.._, ,._... . / 10'-0i" 5' / 3,-9r -4 / Ef-0. 8'-3r 15-10i" 204-3B -/ / / — Fl 1" X yr 11-SL-4 GRATE I i • ,....., 1.8% 111r I [ - - . 0 ®i 0 — [0 I _e — o e 7 0 f . lei 1 • . . r . . o '.._ ° a le° . 1 — , Fr F- - — ,•- ..- '...4. • , (..1 .. re) : ('' / , • 4,., .. .. .,/ .. ., ,, .• re; . . ... a. .. '.. ', .• ., ,••• . ,.. ,• : .-' .-' • , . . . , \.. (....) v) . • (I) 0 ELEVATION - 1 " X A" 11-SL-4 GRATING LAYOUT I u a 6 ,., z < i ,.. 0_ NI 0-) ..-...4 in •• 5 I E .1 A 1.-----P. th-1-IR ''''' (..1 1•4AIERIAL WILL SE M ANUFACTURED -.., ,.... AS DETAILED ON -THESE DRAWINGS --...i. r..5 3 0 Pei 0 04.1 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 an any other project without the written consent of Western Wood Structures, lnc. 17401203 I--, Gg.S1,117 PROEcT: DIRKSEN NATURE PARK BOARDWALK WESTERN WOOD LOCATION: TIGARD, OREGON krkr:.--.'"".----....:ry Tr:: A F FlU K 1 E 79317 ARCHITECT: Lau) ca STRUCTURES , INC . o . ENGINEER: ii IA OREGON P.O. BOX 130 TUALATIN OREGON 97062 oacruc-roit C111 OF TIGARD 4 14, • 1 0,26‘ . .4. r-- 503/692-6900 FAX 503/692-6434 DATE 3/23/2017 "3 1 7 401 2 NO. 5 800/547. 5411 CHECKED BY: YK DATE 4/4/2017 PLOT DATE SHT. CV !EXPIRES: /z/3,-//) 'NO. DMZ •-..n":". MEMBER .•..•• • 04/17/1 7 _ 3 of 10 ...- REVISIONS BY DATE PRINTED: DATE PRINTED: 5/11/2017 JA 43'-4 " 20'-0" 16'-0" / RAMP LENGTH / END OF RAMP TO FACE OF RAIL FACE OF RAIL TO FACE OF RAIL m ...-11:0 °c In\(' TRI T`` 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 - _ _ --- - ----. . ------ ---- _. Cl C2 C3 —� RAIL PANEL RP1A RAIL PANEL - RP1B I -I d IO CO -I L� CC 17N. O U CC Z T IT LgW 10 W m ....tCO a CC Qty� _.t ac iJ] O U W Cl C2 C3 - `` 0 0 0 0 0 0 0 I 0 0 0 0 0 0 0 I 0 0 0 0 0 0 0 , �/ ' " TR3 rr) N. vii� ^62 EX - -- m I RAIL PANEL - RP3A RAIL PANEL - RP3B 1 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 / ix 19'-10i" r " I CLEAR BETWEEN RAILS 7 1/2"0 X 9 1/2" ECONOMY HEAD BOLT 12 #10 X 3 1/2 DECK SCREW 12 #10 X 3 1/2" DECK SCREW 8 #10 X 3 1/2" DECK SCREW w N `i a 7 1/2" MALLEABLE IRON WASHER FIELD DRILL PILOT HOLES FOR DECK SCREWS FIELD DRILL PILOT HOLES FOR DECK SCREWS FIELD DRILL PILOT HOLES FOR DECK SCREWS = co m ce FIELD DRILL & TREAT CURBS 9/161'0 AT (7) __I z RAIL441 0. PANEL - RP9 PLACES 2'-0"± 0/C TO ALLOW BOLT TO l RAIL PANEL RP3B TO POSTS 1 RAIL PANEL RP6 TO POSTS 4 RAIL PANEL RP9 & RP10 TO POSTS c WW c_ PASS THROUGH GRATE DECK BAR GAPS. " " 2 X 4 SAWN_ N W —- --�---_ l 8 #10 X 3 1/2 DECK SCREW 8 #10 X 3 1/2 DECK SCREW 12 #10 X 3 1/2 DECK SCREW RAILS (TYPICAL) __I m — ° ' 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 ac ¢ TR9 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 5r X 6" GLUCANIo w L J POSTS (TYPICAL) FIELD DRILL PILOT HOLES FOR DECK SCREWS a Q 12 #10 X 3 1/2" DECK SCREW 12 #10 X 3 1/2" DECK SCREW 2 #10 X 3 1/2" DECK SCREW Co 0 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 r Q ¢ C O J 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 3A" X 7i" GLULAM oo co ce ii.. o FIELD DRILL PILOT HOLES FOR DECK SCREWS TOP RAILS (TYPICAL) ' o I . 1 I " cr 12 #10 X 3 1/2" DECK SCREW 12 #10 X 3 1/2" DECK SCREW 2 #10 X 6" DECK SCREW J w _, - o [ o 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 ¢ Q m I ;1 ,�, O. a r 0a 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 -.a J a FIELD DRILL PILOT HOLES FOR DECK SCREWS — a } ix 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" FIELD DRILL PILOT HOLES FOR DECK SCREWS FIELD DRILL PILOT HOLES FOR DECK SCREWS FIELD DRILL PILOT HOLES 2'-D"± 0/C / CLEAR / CLEAR /. FOR DECK SCREWS. BETWEEN BETWEEN 31-0" 31-0" .. RAIL PANEL - RP7B RAIL PANEL - RP7A RAILS _ RAILS ce 3'-0" 3'-0" CC 3iX 7i11-N..\1/4. 1 X 11-SL-4 t t " " .� ` 1 GLULAM CURB .._ fsmacc — —TIvi m �- —� 3 X 1 'SIMPSON' TR7 — RAIL PANEL - RP9 GLULAM PURLINS _�, HU210-2 I "'� (2) 3 " X 7i" - - T 1- w oc J a. GLULAM �x . STEEL I -_ » _ - _ 1 -= -�� Z Q BACKWALL ANGLES 1--� C (7.4,--- M 1DSILL GLULAM 0 0 — -o — 0 _ v m: .cc J 1_ STEEL PIER CAP�('r 0 0 , 0 _I 0 ' `' ASSEMBLY M 5i" X 101" GLULAM RAIL PANEL -- RP5R RAIL PANEL - RP5L �� PIER CAP PC1 PLAN — CURB & RAIL LAYOUT t 10 //r 1 I I I --�\♦ PIPE SLEEVE---------)P4 I f I 11 / \ r---1 a 11-10i" 11-0" 1'-0" 1'--10i" HP287 11-1011" 1'-O" 1'-O" 1'-10 " /,1 15'_10" 201-0" / / / HP287 HELICAL---<2 1 i I / ANCHORS f I I I I FACE OF RAIL TO FACE OF RAIL CLEAR BETWEEN RAILS SECTION - RAMP AT MUDSILL \` J � ; SECTION - RAMP AT PIER CAP `, " = 1'-D" I I " = 1'-0" I I ._.. / ER l 7-TRS I ri■ r I ■ — —A• l...au.. uIri DM#.! . fi�Ys -- --i_-1 aisr.rir --- --- 11 1 t I I I r.ril rl..r N .ri�rY r .iuMIME I 111 I a.�■rralai 1.1.##ww #■��M �- RAIL PANEL - 1....,P.,.7..5,:_,..1...--- PANEL f RP7A .ii S#..i...% "' 121 "*.f.:„..:""""' r'�i.liia� �e■ s :_.i"' -= �� RAiL _� RAIL PANEL -rRPS.�ii: 1� .�1=::C - RP5L,::i...my-rRAIL EL_ PAN_ MEM _>ru r!:�-rr.# !._is_ r.#�C3�i..f wl�IIMINNI II MINI C1 —f. �l iiiwirr+ rs _ .. iiia.: s �il�a rrr: C3 — �-- — .r.iirr.11...w In • • 00 - 0 0 0 0 0 0 0 j,)04417 --- . ._ ..—_ _.� _ — . _ . -- - - - -- _-- — : 0 0 0 • : o o :-o : ®• ® o 0 . ri ANON -- ----_ -.-__-..._ _. I — ""�' I I r — — — 41 II II , L I 1 _� � I ` Il 11 - X41 II II I 11 I II JI �� I \ II II II I II I 11 I)) 1 fl 1 I 1 f �A l �—" �A I �A ,I I i 1 1 1 I 17 ` 1 1 \ I I ` 1 SII � I ; i 1 \ 11 l � �}j J1 JI J `J1 1)) J1 ,II / 1r II,} IFtE , Ih hIh� 1 1 I,lE,kE,{ 11 I) 1 1 I I I 'I Il 'I I '1 I "I I H ; II \ II \ 1I SII \ 11 \ II I 1 1 ! VI -I l -11 II II 11 II II II ELEVATION - CURB & RAIL LAYOUT " = l'-0» N n Q 3'-0' 3'-0" 73" Fr 2 x 4 SAWN 2 x 4 SAWN 5r X 6" GLULAM 3 " X 7V" GLULAM METAL WRE MESH RAILS POSTS TOP RAILS WITH 2" MAX OPENING 3 " X 7 1k GLULAM z 1 RAMP ��TOP RAILS rn fil \ , , © i6 © � Q - 2x4SAWN a RPBB RAILS u I f -�— �� RA4L PANEL - —.._ Q --- ---, RAIL PANEL - RP8A j �__��-- ; �, 5i" X 6" GLULAM z ;,, POSTS a X • 1111111111 f i I 3 " X 73" GLULAM RAMP CURB BEYOND METAL WIRE MESH Mall=' J ` ". _ ,. � WITH 2" MAX OPENING •-• n RIND" n \ CNA 0 - - - _ 00 0 - MA � � az M. 'AA' _ _ . 0 _ 0 JO _ � • :._,„ AS DETAILED ON THEM DRAWN% " y O ` _O --0... \ —•,&ISIMPSONIJ / �_:� �� " • 6 X 18 GLULAM o ° ° HU21O--2 I ° 0 PIER CAP PC2 cit o o ° 0 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 „ 1 I I I I I 1 1 I 0////7 / PR0.ECT: DIRKSEN NATURE PARK BOARDWALK ' ° STEEL PIER CAP 3 X l0 - PURLIN HANGER STEEL PIER CAP m : �� PoF�s \ WESTERN LOCATION: TIGARD, OREGON ASSEMBLY ASSEMBLY - G1HLr s� - %/�!/. GLULAM PURLJNS PIPE SLEEVE . F,, p2 \N\\ n PIPE SLEEVE�' 1 ASSEMBLY I � -' �/"� , STRI CTTJRF , TNC . ARCHITECT: 1'-11 " 2'-0" 2'-0" 2'-0" 2'-O" 2'-0" 2'-0" 2'-0" 1'-0" 11-0" 1'-11 " 1 f/% ENDINEElt E ON \NN/ °° - - --HP287 HELICAL /1•47&-..7;1,- 1 o,`` c�4' --� P.O. BOX 130 TUA .ATIN, OREGON 97062 GTY OF TIGARD HP2s ANCHORS I l s_�ti �' _ _ 503/692-6900 FAX 503/692-6434 No ANCHORS / I ASECTION - PIER CAP PC2 _ ,,, ,� CHECKED 8Y: YK DATE 4J4/2017 37 1740 2 Q 4/17/17 PER OFFICE CHECK GH , N " = 1'-0" !EXPIRES:r 447,0 3 I MEMBER 8D0 547-5411 DATE PRINTED PLOT DATE S" to NO. DATE REVISIONS BY D 4'_6" 4'-6" 7? i 3'-5i" 3'--5?" ` 1.-1. " ,if BORE i"0 X 44" DEEP &- 1'-10i" / 1'-0" 1'-0" 1'--10i" Zi" X 7 i" GLULAM BACKWALL - 8W1 ..-1N\ ALL HOLES " RE-BORE ro X 1i' DEEP a- 44" 44"L 4, "1 -o- - ♦ ---- - -- - - 66- �— �� \ - _ - - l �_ - - _ - - _ a ♦ 31" X 10 " GLULAM PURLIN - PL4E ------ . ♦.. i BW1 - 9'-0" - 2 REQUIRED - NO CAMBER - INDUSTRIAL S3S -- COMBINATION 2 ♦ - -♦— `Y -p- .6- _• - \- A. !--. - ".'.‘c. rr �, I = ALL HOLES }�"� C) - 3$ X 102 GLULAM PURLIN - PL4A " �- Q IDL. 1 1 5s, X 12" GLULAM AM MUDSILL - MS1 I =� : Q _ _ _ _ _ - PL4E - 9'-2�" - 1 REQUIRED - NO CAMBER - INDUSTRIAL S3S - 24F-V4 PL4A 9'-'Ir 2 REQUIRED NO CAMBER INDUSTRIAL S35 24F V4 / / 1 " X 102" GLULAM PIER CAP - PC1 1 o e5.4i" - - = - - .- 1'-2' 3'-51i" 10 " 1 17 -6 a - - - - ♦ ' I ;; ' 1 ♦ ALL HOLES "0 \ 4 303 � 1,3r),3rii, 3i" X 10i" GLULAM PURLIN - PL4B, PL6B, PL7B & PL9 = — - - - -. Jr 2'-10ii" l 1 -- -A.. _._ -_ . - Q ,-) MS1 - 9'-O" - 1 REQUIRED - NO CAMBER INDUSTRIAL S4S COMBINATION 2 / PC1 - 7'-O" - 3 REQUIRED - NO CAMBER - INDUSTRIAL S3S - 24F-V4 / PL4B - 9',2" - 15 REQUIRED - NO CAMBER - INDUSTRIAL S3S - 24F-V4 / X 102" GLULAM PURLIN - PL5 2 ' / PL6B - 3-14 - 1 REQUIRED - NO CAMBER - INDUSTRIAL S3S - 24F-V4 / A, PL5 - 5'-53." - 1 REQUIRED - NO CAMBER 9 " 1'-0 ' 4'-O" 4'-0" 4'-O" 11,1" ; 5-11tg" i 9113" / PL7B - 7'-5" -- 4 REQUIRED - NO CAMBER - INDUSTRIAL S3S - 24F-V4 / / INDUSTRIAL S3S - 24F-V4 / I g 72VPL9 - 3'-4 " - 4 REQUIRED - NO CAMBER - INDUSTRIAL S3S - 24F-V4 .-•� I 7w 2, •-iy O _ cV\ p — _ -171--- ---R \- I -0 k\• _i_ _ -9_ , ALL HOLES WO •-c• O- - 0 ne o g " X 18" GLULAM PIER CAP - PC2 I it-1 ;�,\ _ \ 31" X 101" GLULAM PURLIN - PL4C & PL6C _ _� - - ` - _ to '�' 3 - 3 - ALL HOLES " 3F-- � 1 " 3 " 3 " ' "- w ALL HOLES " I w '�' 2 - - 3'-0�" PC2 - 21'-6" - 1 REQUIRED - CAMBER 5000' RADIUS - INDUSTRIAL S35 - 24F-V4 - n - - - - ' PL4C 9'-1�" 2 REQUIREDNO CAMBERINDUSTRIAL S3S 24F-V4 �' ' 3i X 10i" GLULAM PURLIN - PL6A PL6C - 3'-04" - 1 REQUIRED - NO CAMBER - INDUSTRIAL S3S - 24F-V4 g " 13'-11 " 5'-11 " 9 " / n / PL6A - 1 REQUIRED - NO CAMBER / r i INDUSTRIAL 53S - 24F-V4 _ 1'-2" 3'-51i" 3'-11aw 71" -e e Y ALL HOLES N"0 / I 10 5'-0" 1'-6 1 r-,,, 6 X 18" GLULAM PIER CAP - PC3 _ t e 0- - - - - 0 - - - - - ' „ -- 31" X 101" GLULAM PURLIN - PL7A — ,., a .� _\- - - - - - - _ ._ o �- _ co- 1 n 2 0 " \ — - { , ; 26" 3-- X 10� GLULAM PURLIN - PL4D 21" ALL HOLES } "O a"" 3 " 3 " ALL HOLEs 3i" 32 1 3 "13 - z}"Q - PC3 - 21'-6" - 1 REQUIRED - CAMBER 5000' RADIUS - INDUSTRIAL S35 - 241-V4 i PL4D - 9'-1 " -- 1 REQUIRED -- NO CAMBER - INDUSTRIAL S3S - 24F-V4 / PL7A - 7'-41" - 3 REQUIRED - NO CAMBER - INDUSTRIAL 535 - 24F-V4 / A 2'-10i" S-114" 71" 2'-10i" 4'-6 " 9 4'-0" 1'-D " 3'-10 ' 71' 3'-1O " / 1'-0 / 4'-0" 1.-0,1,- -/ 4'-2 y "1'-O 9 .,..,,,\ \ ALL HOLES "O X A.,,,,,•, ALL HOLES i"0 I a .' I I 1 _0_041\- - - --- -- .---- _0 -0-FT - -CNI-5k--_ a- - - - -0- -0- - -171--\--- - - -0- 1 i9 ►''\__---. ; i -C+ O - -- - - - ♦ C - O :�., \ ♦- - - - M 0 \ M o rn u� - - , - O \ o . 0 I I �, X 102 GLULAM PURLIN PL7C 2 0 = r" X 10 GLULAM PURLIN - PL7D "L \ - p —� X 19 GLULAM PIER CAP - PC4 - " . ,\ PLIC - 7'-4 " - 2 REQUIRED - NO CAMBER - INDUSTRIAL S35 -- 24F-V4 PL7D - 7'Q" - 2 REQUIRED - NO CAMBER - INDUSTRIAL 53S - 24F-V4 "' o o I 1 I i? T -/ / / / 3r`i" 3 3i"/ ALL HOLES }�"4 13 "1 6 " 13 " 6}g" 34,3 "1 ~' f 5-0 1 -6 10 " w PC4 - 25'_6" - 1 REQUIRED - CAMBER 5000' RADIUS - INDUSTRIAL S3S - 24F-V4 1- - — -- 1 Ira M0 " \ — —fp— 3$' X 10i" GLULAM PURLIN - PL7E _ o s ji" 1'-D " 2'--11," 1'-oi" 3'-1Dr 3'--10," 1'--oi" 2'-11 " 1'-O " 91G" "'�- - -o.- ° \ — - - - - '�'. o =+n I a Q �� I a A _...__,_ e a :""' - - - - - I \ I 2�", ALL HOLES } "� 2 - -^ Q z m _o________ 0 ___.„. . c) p - -- ° I h' n - - - - - - - - - I . o,& -9:141)-- Lr--- Q/ PL7E - 7'-4 " — 1 REQUIRED - NO CAMBER - INDUSTRIAL S3S - 24F-V4 / e A\ 1 ;r,• -- -- 0--------0- I I fi " X 18" GLULAM PIER CAP PC5 I ° 19- - ` v) G 0 c_ _�- 10 " X 3'-10 " 3'-10 " 10 ' 1 -o- i " - O t I 1 I ALL HOLES " 3 " 3 wl -3r 3 " =� f ,* ALL HOLES " �-„, /3r/31., 3 4' / / / / / / o- �N. _.__ 0- _..-.._._... 0 C2 PC5 - 19'-2i" -- 1 REQUIRED - CAMBER 5000' RADIUS INDUSTRIAL 53S 24F-V4 �" N L -- - - - - - "----4- • n Q a 31" X 1021" GLULAM PURLIN -- PL8 _ M 6- 9" 4'_O" 9" 9" 1'-04" 1'-114" 1'-0 " 9" "O / / j t I 1 r / ALL HOLES ° / PLB - 9'-540 - 1 REQUIRED - NO CAMBER - INDUSTRIAL S3S - 24F-V424"-E) -0--- . N---- - - �- 2 " X 6" GLULAM POST - P1 r - p-- - dr, X 100_1" GLULAM PIER CAP - PC6 _ t---_- -- t.,--„i31 a - o - �� e �� ' 3 -10.1 o-1Nw w w 11,1c w- w w "` �w� '- ~"' 33 3 1 6" X 1 O " GLULAM PIER CAP - PC7 �" 3 �3 313 ' %0 w PC6 - 5'-6" -- 2 REQUIRED - NO CAMBER - INDUSTRIAL S3S -- 24F-V4 � PC7 - 5'-6" - 1 REQUIRED - NO CAMBER - INDUSTRIAL S3S - 24F-V4 / © / / r7 a_ fi 2i" " EE C u Itr0-N i. fr 4.,..z--iro tiN0- 42, i. ir ii- C/7 t of-� "� —� I .4 - lrr rr - lr rr - 1 1' ►' Q 3 X 10 GLULAM PURLIN PL1A ----- - 31 --0- o M 3 X 10r GLULAM PURLIN PL2A & PL3A - �♦ o _15.3 X 10 GLULAM PURLIN PL2B & PL3B - a \ o O J \ ---4:0- g, zi,, :let Z z / '11 Q LEVEL 4 Q LEVEL LEVEL ihg LEVEL LEVEL PL2B - 10-6j' - 4 REQUIRED - NO CAMBER - INDUSTRIAL S3S - 24F-V4 Ili? PL1A - 1O'-9a" - 2 REQUIRED -- NO CAMBER - INDUSTRIAL S3S - 24F-V4 PL2A - 10`-6i" - 4 REQUIRED - NO CAMBER - INDUSTRIAL S3S - 24F-V4 / / ►" / " / PL3B - 10'-2 " - 2 REQUIRED - NO CAMBER - INDUSTRIAL S35 - 24F-V4 .. " / PL3A - 10'-1 - 2 REQUIRED - NO CAMBER - INDUSTRIAL S3S - 24F-V4 / / Q / , " N ti 1VMUFACIURED "�Aj BE. M , . MAILED ON '$HESt 3 X 10 GLULAM PURLIN PL1B Q N - gg w 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 i6 / 6" � °s-/J/i 7 FRF = PRO,E.CT: DIRKSEN NATURE PARK BOARDWALK N A. �s �. WESTERN WOOD ,.... : TIGARD, OREGON y G1NF s, ///// / PL1B - 10'-94" -- 2 REQUIRED - NO CAMBER - INDUSTRIAL S35 - 24F-V4 � t�,� �.p O ��� � 1r STRUCTURES , INC e.' ,.m . ARCHITECT: EEIt in Fr- t'�, �°R '2° 4` ���� P.O. BOX 130 TUALATIN, OREGON 97062 cTRACTO CITY OF TIGARD 9Q� 1°. ��'� 503/692-6900 FAX 503/692-6434 Fy s / I DRAWN BY: G.H. DATE 3/23/2017 174012 AFFILIATE CHECKED BY: `1( HATE 4 4 N0. Q 4/17/17 PER OFFICE CHECK GH = / /2017 N ) V4 7 . MEMBER 800/547-5411 DAZE PRINTED: %illi 5 1O EXPIRES:/ r H0. DATE 1 REVISIONS BY DATE PRINTED: 5/11/2017 JA FIELD DRILL & TREAT 1 "0 AT (7) RADIUS (2) PLACES 2'—O"± 0/C TO ALLOW BOLTS TO EASE TOP CORNERS " PASS THROUGH GRATE DECK BAR GAPS. i 2 EDGES " X 7i" GLULAM CURB — Cl & C2 33 X 72" GLULAM TOP RAIL — TR1 7i" Cl — 14'-6" — 2 REQUIRED — NO CAMBER — INDUSTRIAL S4S — COMBINATION 2 C2 — 14'-6" — 2 REQUIRED — NO CAMBER — INDUSTRIAL 54S — COMBINATION 2 TR1 — 20'-7ii" — 1 REQUIRED — NO CAMBER — INDUSTRIAL S45 — COMBINATION 2 .r / RADIUS (2) 7r RADIUS (2) 71" FIELD DRILL & TREAT S"0 AT (7) CORNERS " '` CORNERS PLACES 2'-0"± 0/C TO ALLOW BOLTS TO ATOP �" 1' PASS THROUGH GRATE DECK BAR GAPS. fE2ESDE GES / ,i, " X 7 " GLULAM CURB — C3 3 ..� X 7i" GLULAM TOP RAIL — TR2 & TR6 -- 3 " X 7 " GLULAM TOP RAIL TR3 & TR7 ----- / -- _ il N. " 7 r — — NO CAMBER — INDUSTRIAL S45 — COMBINATION 2 / 7 / C3 14'-44" 2 REQUIRED TR3 — 16'-7 -- 1 REQUIRED — NO CAMBER -- INDUSTRIAL S4S — COMBINATION 2 / / TR2 - 6'-10 " - I REQUIRED — NO CAMBER — INDUSTRIAL S4S -- COMBINATION 2 / / TR6 — 4'-7 " _ 1 REQUIRED — NO CAMBER — INDUSTRIAL S4S — COMBINATION 2 / TR7 — 16'-5 " — 1 REQUIRED -- NO CAMBER — INDUSTRIAL S4S — COMBINATION 2 -i / RADIUS (2) RADIUS (2) 73" r CORNERS " CORNERS i" 7 " " X 7 " GLULAM TOP RAIL — TR4, TR5, TR9 & TRIO _____._ i i gi X 7i" GLULAM TOP RAIL — TR8 7r TR4 — 18'-11 " — 1 REQUIRED -- NO CAMBER — INDUSTRIAL S4S — COMBINATION 2 / TR8 — 14'-7178" — 1 REQUIRED — NO CAMBER — INDUSTRIAL 54S — COMBINATION 2 TR5 — 21'-2 " — 1 REQUIRED — NO CAMBER — INDUSTRIAL S4S — COMBINATION 2 / i TR9 — 11'-11 " — 2 REQUIRED — NO CAMBER — INDUSTRIAL S4S — COMBINATION 2 / TRIO — 9'-8r — 2 REQUIRED — NO CAMBER — INDUSTRIAL S4S — COMBINATION 2 / MN rM MIIIIIMIIIIIMMIMMIllill Mil 1 Ie Mil Mil 11111111Milli P11r MIMIIIIMIMIIIIMIMDMINIM iIIililitiiE IMMIIIIIIINFIIH1111 IOP VIEW A—A WIRE MESH BETWEEN 2x4 FRAMINGTOP VIEW A—A WIRE MESH BETWEEN nsi Mil MY Mi �-Mil TOP & BOT. RAIL 45' MITER CUT 2x4 FRAMING X911 Mil —..Mil_...._. �-T --- -- Mil Mil -- ----- Mil_ SECTION B—B --- - 2x4 RAIL & FRAME MEMBERS SECTION B—B A (TYPICAL) 2x4 RAIL & FRAME S Bir 3ir'5r 33' 2'-5ii" 3 r!54" 3 r 2'-511' 33r 51r 33' 2'-54r 33" A1. (TYPICAL) / 5i" 33" 51" 3i" 3'-1i " air 5 r 33" 3'_11 r 3r% 2i r / i S*!Ef Y— x� - 1 ; T I I ;a , •, I • A rr X 1 + 1 I • •I- ! tJ__.f I I • • tJ;-.t 1 1 •! •L '! t�- i A I I •, I 1 . I • ; •: - a; i M i F ��,i ._..._ a..., • a. • i. • j �� �_.,;,...., �Y ^. A I . I I . I.' •I I I I M♦ I - -- - _______\_ A ___ . --:7-.: 6111111=1 _-__. . 1:: ._ i . — -0-, 0 1 MOO • '• • • B ---„Ir.. , 1 -- -- ' - 1 - --- --- �' B - i--- -- - -- '- i a t r 1• T' - '[ I ,� iI I •;1 - +f • I • '�• •I� • 1 i .a--RV "'I • .r 1 / .1! 7-4I } 1 1 i__•Y} ,.• 1'i-' I I Y'^r} + 1'i'- I Irl :.{ • • I mac.. ± , ir ,..______7 Y Jr X�--- SECTION Y—Y SIDE VIEW X—X WIRE MESH— 11'-6 ' Y X — -- ECTION Y—YSIDE VIEW —X 10'-11 i” WIRE MESH S E X RAIL PANEL RP1A MATERIAL SCHEDULE — RP1A RAIL PANEL RP3A MATERIAL SCHEDULE — RP3A 1 REQUIRED 2x4 SAWN LUMBER ii7,1 I T+I 71 1 REQUIRED (2) 0 11'-63." (7) 0 2'—'10r (7) 0 2'-31" (6) 0 2'-54" .1 , r -:; , 2x4 SAWN LUMBER 45' MITER CUT AT TOP VIEW A—A WIRE MESH BETWEEN (2) 0 i0'-11} " (5) 0 2'-10i" (5) 0 2'-3i" (4) 0 3'-11 ' WIRE MESH — 2" MAX. OPENINGS2x4 FRAMING 45' MITER CUT AT (3) 0 2'-8" X 2'-10" TOP & BOT. RAIL TOP & BOT. RAIL WIRE MESH — 2" MAX. OPENINGS - —— '-- E1 (2) 0 2'-8" X 4'-47A (80) #10 X 23" DECK SCREWS SECTION B—B (60) #10 X 2r" DECK SCREWS 2x4 RAIL & FRAME MEMBERS A (TYPICAL) 13' 33 3 33r 5r 3r/ 3'-24" 33" 5i" 3r/ 5r / Mb 112.1 M11 M1 SLI MN sella Ir1ir ra ��. 1 111:11w111Ht i► Y-�-- X TOP VIEW A–A • I I • I 1 1.1.-•_;r, --"--;__• --•- -- •"--"--"--'._.-.�;y I I • I 1 WIRE MESH BETWEEN L 2x4 FRAMING 45' MITER CUT AT A , • 1 .•I I � 1 • � . •� I.• I • ,,� A -- o TOP & BOT. RAIL �' Mir Mil Mil P11 111211=111111I _7. Mtn Mil IIMI MA _ Mill Mil . . /��I p t' L SECTION ION B—B • • r-_ ., 1. - a. - r .-.: • iT — 2x4 RAIL & FRAME MEMBERS T ^"� L (TYPICAL) B __ _ ` . .`. v M B c•, Ar 4" 4rr i" 4" 3" 3" 3." i"2 i33.11 2-5 131: 5 3 /21-10 3 5 3j 3 1 + [ —0 • I E • I I , • 1 l +� r , �.-�� i , , •, i F; • f I • I I �IIy J. 1 • 1 I ..yE, 7' •• I 1 ♦ i 1 i__Y._,_.._."... • i Y• 1 E • I 1 A 1 . -I•. •, I • 1 t • 'I • . f;• 1 I • 1 I I . h7\ A .«:.� • --_ . , WIRE MESH 6=-4r i' 1 X SECTION Y—Y SIDE VIEW X—X r '--` • RAIL PANEL RP2 MATERIAL SCHEDULE — RP2 L An, B 1 REQUIRED B _ _ ,�. __ ~__ c•J 2x4 SAWN LUMBER a -. — • • • — — (2) 0 6'-4 " (5) 0 2'--101" (5) 0 2'-3 " (2) 0 3'-24" 4 WIRE MESH 2" MAX. OPENINGS . . ,_ • _ (1) 0 2'-8" X 3'-8" Will SE MANUFAC1URED I •;I :• �' �,• ; • , I •.I .•: - r l-•! I 1 • 1 I =11V , DETAILED C6I MESE► WNOS 7 i -t} • 1 i I 1 7 7 i i 1 r f I I . I i . I47 ",!7 wZ —mss 5 , l WIRE MESH r FINAL PRINT Y a X SECTION Y—Y SIDE VIEW X—X (50) #10 X 23" DECK SCREWS 5 8—6E This drawing is the property of Western Woad Structures, Inc. and hos been prepared specifically far the job indicated. It shall not be reproduced or used on any other project without the written consent of Western Wood Structures, Inc. 17401206 f RAIL PANEL RP1 B MATERIAL SCHEDULE — R_P16 os-« i 1 �tiD pR�F�s _ ` �_ Pfzo,�cr DIRKSEN NATURE PARK BOARDWALK 1 REQUIREW ESTERN O LocATIaN: TIGARD, OREGON 5 2x4 SAWN LUMBER ' (2) 0 8'-6e (6) 0 2'--101" (6) 0 2'-3 " (2) 0 2'-5a" (2) 0 2'-101" (2 (4. NFA+s� i��/ ' 31 '.\\ STRUCTURES INCiti " / . i3 WIRE MESH — 2 MAX. OPENINGScc (1) 0 2'--8" X 2'-10" (1) 0 2'-8" X 3'--4" — ,, EN NEE " ��� o� ICI, ,� �� \���� P.O. BOX 130 TUALATIN, OREGON 97062 wNTRACT CITY OF TIGARD r (64) #i0 X 2 DECK SCREWS i 4y J BEAN 503/692-6900 FAX 503/692-6434 DRAWN BY: G.H. DATE 3/23/2017 NJT 174012 f Q 4/I7/17 PER OFFICE CHECK GH ® AFF1U 800/547--541 1 CHECKED BY: YK DATE 4/4/2017 PLOT DATE SHT. 1 DATE PRINTED: 04/17/17 6 oF 10 EXPIRES:/2/343/ r1IEUBER N0. I DATE 1 REVISIONS BY 71714,4 •!!1v....nrIh_ G /t I 1a%A4•1 '►•• ''' ` I si 141 .. .....______p_14 11 l.ff` I I �?'� �1 TI�1 I 1 l 177 l f1 I � r , p 1 , 1: rr I , II I F 11.1 I rr ati its �1 m�r : r1 il. TOP VIEW A--ATOP VIEW A-A WIRE MESH BETWEEN 45' MITER CUT AT TOP VIEW A-A WIRD MESH BETWEEN MESH BETWEEN 45. MITER CUT AT 45' MITER CUT AT 2x4 FRAMING TOP & BOT, RAIL 2x4 FRAMING TOP & BOT. RAIL 00.>„_ i i r TOP & BOT. RAIL 2x4 FRAMING i Li_ Fl El 'I'I , :11- Fri Ifil a _.GO 1 I. ' SECTION B-B SECTION $-$ 2x4 RAIL & FRAME MEMBERS SECTION B-B - 2x4 RAIL & FRAME MEMBERS 2x4 RAIL & FRAME MEMBERS TYPICAL) (TYPICAL) n (TYPICAL) r ,I n n i/ d n d n n 1, d 1 11 n n 1 11 n n 2 " 3 " 2'-101t 3 " 5 " 3i- ii-,31-3 1 " 2,9,.. 3 i 3-11 ,.4',.., 5 3�r 2P-101-i" 3 54" 3 r 3 1 / 5� 3 5 3i" 2-5 3 r 54" 3 2-5 3 2 r r r r r Iyr Y X T I _ - , Y��--------'--, I , _� X _ , Y I X I I • ,. - . - • I • 1 I • I •I _( ,. s A , -•' I' M A �_ A • , �•,I -'. •'1-. �. 1 . r7 --..._.yK 1 T .! 1.--f t t }.1 ! • I._f I 1 • 1 I • .-KV I I • I 4 • I /.__, --}.,. 1-• I I I ��• I.• I - A 'y- I • 1 • • 1! ; r t I. '1 '�. I • 1 i I i �'�- i I • I I • 1 • ! I �--RV ('''AI 1 • . I I • 1 •1 s• t/7 �_ I A • • - . : _ . _ , _ , li` B M.:._,i , , - . . -• : . -I' ;--- : .• ' 1 • •• • • ••••• •••• • • • • • •• •• ••••••• •••• ••••• • • ••• •••••••••• • •••••• • \ —r • • -w1 1 ; . . --r-:- i i .• i i . r.', 7 I I •• j I ••.1 • : � i '• i 1 •• • • • . •• I I .Mr-2_71 ` \ Y *1 X-- SECTION Y-Y SIDE VIEW X-X y-..--- X-■-- SECTION Y-Y SIDE VIEW X-X jr WIRE MESH Y- 5'-1 X SECTION Y—Y SIDE VIEW X-X / WIRE MESH 10'_1 " /' ‘1, 7'-10i" 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 LUMBER 2x4 SAWN LUMBER A (2) 5'-1 (4) © 2'-10 " (4) ® 2'-3g" (2) 0 2'-10 (2) 0 10'-1i" (6) © 2'-10g" (6) © 2'-31" (2) 0 3'--11r (2) © 2'-1O{ " (2) © 7'-10i" (5) 0 2'-1O " (5) © 2'-3g" (4) 0 2'-5X" WIRE MESH - 2" MAX. OPENINGS WIRE MESH - 2" MAX. OPENINGS WIRE MESH - 2" MAX. OPENINGS (1) 0 2'--8" X 3'-4" (1) ® 2'-8" X 4'-4Q (1) © 2'-8" X 3'-4" (2) 0 2'-8" X 2'-1O" (40) #10 X 2i" DECK SCREWS (66) #10 X 23" DECK SCREWS n (56) #10 X 2i" DECK SCREWS ationnons�,T'� 7-:--4-17:4 *U �6� 1 ----11.1___11.4..- . i i 1 , : ,H,' = S 1- 1 I: I F-7.1 , 71 l ry .j „I , ,r !tll��f� 4741,--FFP—i, r; I r r.. i_, _ _.., .. r r T-I 4\- TOP VIEW A-A WIRE MESH BETWEEN TOP VIEW A-A 45' MITER CUT AT WIRE MESH BETWEEN 45' MITER CUT AT 2x4 FRAMING TOP & BOT. RAIL p 2x4 FRAMING TOP & BOT. RAIL F FT: - +r -. _. ,.r �t: I�� 1 ' . . • 3 1 ! .! • • L• I r, .. ,+ .. r.. r1 .I • I I • ! 3 • I • 1 . 3 l •'.I • • I • I SECTION B-B -- - • - SECTION B-B 2x4 RAIL & FRAME MEMBERS - ^ - 2x4 RAIL & FRAME MEMBERS (TYPICAL) _ . . ---• (TYPICAL) 2 " 3 " 2'-10" 3 ' 5 " 3 " 2'-11 ' 3 " 5 ' 413f1"33"/)i" • -.- . - • _ _ . . - , , • •-- --_ , t " n 1 3" 4" d cn id 4" /" fn n i" 2 3 2-5 5 3t. 2-5 3 5 3 3 1 r r r r t r r r r -- r r „:4',,,,, r r r r ri --- .-- .- w Y_ I X ;- ; • .. l ! I • --• -- - • I 1 I • f I • .`--k„ A 1 F •1.: I;• I I ;1• .' I •, I I I ' A --.� A7 • I • • 1 .. 1 I • . ;. . 1.r I I • , I • r.-,\ A ��� • --- -- ._. _ --` ; ' - ; - - ! • . - - •▪ I I ! E •a-1 ' s s r--a i r -•-1 •• • r' • 1 - AEO j( 1 ... „ B `. B / 1C-117g" B _ , IE N B . ; - _ N RAIL PANEL RP5L MATERIAL SCHEDULE - RP5L . - _-' w --' 1 - t 4., _ 1 REQUIRED - • - - - .-- . _ _ SAME AS RP5R EXCEPT 2x4 SAWN LUMBER _ _� • • r (2) t " (6) ' " (6) k" (2) ' " (2) ' " I ,/ ; : — OPPOSITE HAND © 10-1 © 2-10 ® 2-3 © 3-110 2-1O ' ' r `` -.... i ;-•'h.: !• ......- • ----------•,-.• i i . . �• • !r-, A I •i •• 1 I •' ---kV - • I Pq • • •I I I •�1 - • .__'•.._I • I I • I i • v-,�V • _ l s • , , , , - 1� I . I • 1 .' ; ` • •• • 1 • , • `�'\ - - - WIRE MESH - 2" MAX. OPENINGS \ 8-11 Y X t SECTION Y-Y SIDE VIEW X-X (1) 0 2'-8" X 4'-4Q (1) 0 2'-8" X 3'-4" WIRE MESH nr-1 to WIRE MESH y....*--- X - SECTION Y-Y SIDE VIEW X-X i RAIL PANEL RP4R MATERIAL SCHEDULE - RP4R (66) #10 X 2 " DECK SCREWS RAIL PANEL RP7B MATERIAL SCHEDULE -- RP7B 1 REQUIRED I REQUIRED 2x4 SAWN LUMBER 2x4 SAWN LUMBER (2) 0 8'-11w (6) 2'-10g" (6) 0 2'-3 " (2) 0 2'-10" (2) 0 2'-11 " (2) 0 8'-1�Q (6) 0 2'-1O " (6) 0 2'-3 " (4) 0 2'-5 " WIRE MESH - 2" MAX. OPENINGS WIRE MESH - 2" MAX. OPENINGS Fri I ' °r ' I (1) F., 2'-8" X 3'-2" (1) 0 2'-B" X 3'-4" 1 I , !*1 r I ' TOP VIEW A-A WIRE MESH BETWEEN (2) 0 2'-8" X 2'-10" 45' MITER CUT AT (64) #10 X 2 " DECK SCREWS TOP & BOT. RAIL 2x4 FRAMING (64) #10 X 2i" DECK SCREWS 3HI PIA �!C!1 mu 1- :: i 1 l MI _.—Mt IRS _-... SECTION B-B 2x4 RAIL & FRAME MEMBERS \1T -` irtl— , --- II. (TYPICAL) 1i" 3i"3 "3i" 54" 3i' 2'-119" 3?" 5i" 3i" 2l_11in 3 n 29 n r r r r r r r r r r . �' X •• i I • I I . I . I; A 1 4 • Ii. ; , 1 1 A t IT I rl I lij 1• , 11- -; �.fl I • , 1 1 1 • .r-.. --- --- ---_-- . .._ .I • 1 t • .J • I.• I S \ -- A 1 1 • • • • • - l• TOP VIEW A-A WIRE MESH BETWEEN • r - 45' MITER CUT AT 2x4 FRAMING 45' MITER CUT AT J TOP & BOT. RAIL TOP & BOT. RAIL - • _ SECTION B-B B • - ,' B • •• r • , , 2x4 RAIL & FRAME MEMBERS -- ' - -- IN A (TYPICAL) • I3" 3 " "3 " 51" 33" 10W" "33"1.51"r31" 5g" / - _ a_ • F I • 1 1 • I • • 1:• : I i • F A : : A i,• I / '1 • . • - ` ..� • 1/ 1 1 • 1 I • 1 • • i • 1 ` •,i j -• I'--• 1 J • 1 1 • 1 1 ....:, I • : 1 Y 1 ,•! i. !•! \ .. a 8'-11 n A • 1 .• 1 I _•.1 ; 4'`, _4 • 1 A •r-_ y-...-- X SECTION Y-Y SIDE VIEW X-X g , \ WIRE MESH g'-24" = RAIL PANEL RP4L MATERIAL SCHEDULE RP4L RAIL PANEL RPBA MATERIAL SCHEDULE - RPBA 1 REQUIRED a 1 REQUIRED o_ 2x4 SAWN LUMBER ° SAME AS RP4R EXCEPT ,�, 2x4 SAWN LUMBER `, OPPOSITE HAND (2) 0 $-11}" (6) 0 2'-10g" (6) 0 2'-3�" (2) 0 2-10" (2) 0 2'-111.16" B I B N (2) 0 9'-2*" (6) 2'-10g" (6) 0 2'-3g" (4) © 2'-11i" • [FINAL, PR1N WIRE MESH - 2" MAX. OPENINGS 1,• - - WIRE MESH - 2" MAX. OPENINGS 5 (1) © 2'-8" X 3'-2" (1) 0 2'-8" X 3'-4" o (64) M #10 X 23" DECK SCREWS 1--il - n � TALEO • i 1 • i 1 • 1 •. YI TBIAL WILL 13E itANUFAC/URED •Ai i • I 1 ,1,,,,' - - ,• F3""' 1 1 .• 1 1 • - . - 1 .- 1 t •• I __ (64) #10 X 2 DECK SCREWS Y X-4 SECTION Y-Y SIDE VIEW X-X • WIRE MESH 4'-1i" C / This drawing is the property of Western Wood Structures, Inc. and has been prepared specifically for the job indicated. It shall not be reproduced or used on any other project without the written consent of Western Wood Structures, Inc. 17401207 N. RAIL PANEL RP6 MATERIAL SCHEDULE - RP6 540 - PROJECT: DIRKSEN NATURE PARK BOARDWALK N 1 REQUIRED � D PROpe. - WESTERN 001) LOCATION: TIGARD, OREGON 0 2x4 SAWN LUMBER n " _c„ ,tyGIN •-- Ss�o ,-..,---,, ,., (2) 0 4-1 (5) 0 2 10 (5) 0 2 3 (2) © 0 10} ' Cti kr •. 0, \\\� STRUCTURES , INC . w IX �7q / �"�� ARCHITECT: tu WIRE MESH - 2" MAX_ OPENINGS G y r�� ENGINEER: L.7 c (1) 0 2'-8" X 1'-4" REGON N�\�� m �� ,, , P.O. BOX 130 TUALATIN, OREGON 97062 CONTRACTOR: CITY OF TIGARD 503/692-6900 FAX 503/692-6434 � (46) #10 X 23" DECK SCREWS 16 '1. To.�a���� � DRAWN BY: G.H. DATE 3/23/2017 " 174012 Y J. S NO. h. 'EXPIRES:44/.3.0 ��/ A 4/17/17 PER OFFICE CHECK GH AFFILIATE / CHECKED BY: YK DATE 4/4/2017 :..$ !AMOR 800 547-5411 PLOT DATE SHT. �' 7 NO. DATE REVISIONS BY DATE PRINTED: 04/17/17 7 OF- 10 J DATE PRINTED; 5/11/2017 3A I • �����--� 1 r.U. U‘..//\ I IJV I UMLJ-11 114, VI\LVV1V I VUL I WiInnt.tvn• I r I v1 "vr"' I BENT OR WELDED BENT OR WELDED "U" BUCKETS 5" 5" "U" BUCKETS 5" 5" 4r 4, 3ii" j,. 3i"I .1 /t4i" 1 " 1 " `le i\ 31i" iii" 4i" "f� i i" 1 i" -e 1 \ " I t 1 I I I tt \ . , 7. I I SLOTTED" HOLES SLOTTED" HOLES - •\ i i I • -\ - - 0 - I - IF 0 a a (f* -• - - - - I- - - 1 - a 1 I t 0 . r') r? M I " i I " \ _ -e— I - - - _ p I — . a I !I I I-- - 0 " n \ ® 1 L l \ : m •L �J \ 1 " 1 " 2 "0 STANDARD PIPE '"`* i,t '1 t1i" 3- I 3" 14" t ► I 3" 1i" 1 l I I ALL HOLES `0 I - — - — _ I •` `p I ALL HOLES W0 �' 1 `' i\ t- - _ -\ I r, ' I �° N I ALL HOLES �"0 - --- -?.-- rn L 7 X 4 X " 1 " • - 4- -0 i I \ — 0 - -ON r, iro ' t I x "ft 6i" ilrE 11" jr. 3 N / 3 N ' 1 " '-�.' � \ _____ I iO 1 • 11 • Hwy �` 11 a P \ '- ---- 7"IE' N " 7"IL ' 1 N I 31" ( N Illy 1�" ^'Y.V 11 TT � I� L*[* � J 'I 1 4" WELDED STEEL PIER CAP CONNECTOR -- S3 S3 - 2 REQUIRED STEEL ANGLE FROM L 7 x 4 x i" — SA1 PIER CAP PIPE SLEEVE — PS1 WELDED STEEL PIER CAP CONNECTOR -- 56 5A1 _ 4 REQUIRED PSI - 20 REQUIRED BENT OR WELDED ! S6 - 1 REQUIRED 4N "U" BUCKETS \q„ 5" 5"1. 3i" 3 1 " ' !>'1 " " ak BENT OR YIELDED ' " "U" BUCKETS 5" 5" \ ' I \ 3116" iii" ` 43" ' i" 1 " 1i- i"e \ w 3 \ \ N. I ARCHITECT/ENGINEER/CONTRACTOR: � , I N BENT OR WELDED \ A " X i THE WELDED STEEL ASSEMBLIES ON THIS PROJECT MAY 4 " '1.1" WELDED 4 " 5" 5" ` I _e - �_._ _ - .I - i_ - - SLOTTED HOLES REQUIRE SPECIAL INSPECTION AS REQUIRED BY THE /- / y , a I I _ _ 1 I a \ I BUILDING CODE. THE SPECIAL INSPECTOR SHALL BE In I i+� '+n i I -r \ EMPLOYED BY THE OWNER OR THE ARCHITECT ENGINEER. 2i. 21" ilt 1r ; ir fit a\ — \ to ,ii = PLEASE PROVIDE THE FOLLOWNG INFORMATION: • 01 I P.- -\-- - —0 - 4---- 1 il— —0- ... ❑ STEEL ASSEMBLIES REQUIRE SPECIAL INSPECTION ` N. I NAME OF INSPECTION AGENCY: 1--y I - 1 P 44 .:Lic4 CONTACT NAME: ti\ ^' rk) l RLL HOLES } " I - + J \ PHONE NUMBER: I N I 0 - \ _ Q _Q 3" 1 " NOTES: WELDED STEEL PIER CAP CONNECTOR — S4 ii\ 1 I I ELD EE A \ "' • S4 - 5 REQUIRED I I ALL HOLES "0T cp- _ I - ., �- \ \ "' ❑ STEEL ASSEMBLIES DO NOT REQUIRE SPECIAL INSPECTION. giv � --,f .1 = NOTES: -It N N M N N -If° �"!f " M N N r'KV I Pt I N .-xy i 3 jil3 1 Jr, i 1 j, re) ° L ", ALL HOLES hro "II 6t "k 4 i3" 3i. 3tN i N ' WELDED STEEL PIER CAP CONNECTOR — Si :.,h, SIGNED: 51 - 6 REQUIRED • �` - — WELDED STEEL PIER CAP CONNECTOR — S7 FIRM: 57 - 3 REQUIRED In I I BENT OR WELDED ---\\ "U" BUCKETS j 41" 5" S" BENT OR WELDED 1 \ - T \ ' / ' / "U" BUCKETS " " BENT OR WELDED iii" 3i" ;\ 11 i" i ' 11" "k 5 5 "U" BUCKETS 63" 5" y II 4r 3i" 3i" k 4 riPit ir 1 r lir! a\ \ NI, ill kt43"/ 3i" 311"t / ,-- I I___ — I ad " 1 " \ - a.- i / 1N}t" X 1 I. 01=111. X 1 �NI-v SLOTTED HOLES a a \ /SLOTTED HOLES11/41) 1 . .-\ _ _El _ . -\.. - 4)-- ? PI I I -P I Q i+) I " 1 1 I -r.� -a-4 M l • : i, o i, I tv �^ I �- O --a4r. I I N1 67N 11, 3" 1 " 1 " I 33" 33. i 1 " \ r \ \ r 1 \i. \ i N X Jr 3 4 1 . " 3" 1' ALL HOLES "0 / / 1 3"" 1 N 3N 3" i 13" WELDED STEEL PIER CAP CONNECTOR — S8 a ALL HOLES "0 58 - i REQUIRED ALL HOLES } "0 I I I - I -N- - 0 . FINAL PRINT 9 r - --- t A DETAILED `� ON THESE DRAWINGS I{ �� "�� 6 " lire X 13N i i/1 ` 3i" 33" / 1 iN ji, r; -RV Veil. si" itiniP I ir 1 3i" . 3r I 13" t '''1" 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 ',„ -/pi„Z PR PROJECT: DIRKSEN NATURE PARK BOARDWALK WELDED STEEL PIER CAP CONNECTOR S2 55 i REQUIRED ,��4E° °RF li WESTERN WOOD LOCATION: TIGARD, OREGON S2 - 1 REQUIRED �� �,�G1N�F.p`r�0� STRUCTURES , INC . re ENGINEER 0 ONS ® 5/01/17 IN HOUSE REVISION JB L '`--- "- P.O. BOX 130 TUALATIN, OREGON 97062 CONTRACTOR CITY OF TIGARD X16 •"so10/ .x\-1, 503/692-6900 FAX 503/692-6434 DRAWN BY: G.H. DATE 3/23/2017 ,� 74012 Y J ° 4/17/17 PER OFFICE CHECK GH 0 AF'FTUATE CHECKED BY: YK DATE 414/2017 NO. IEXPIRI"S:,V 31// 7 NO. DATE REVISIONS BY Ir1EMI$ER 800/547-5411 DATE PRINTED: i PAWI"9 OF 10 5" 5" i ii\ 1"T 41" BENT OR WELDED NeN i " / 1i" �� IS /1 \ "U" BUCKET I 0 N i 0 I CIM 0. _, I I ^, ` 1 \ P 1 3" . 1 i" -'"` 1 iN r 33" 3 N lin ALL HOLES } "o WELDED STEEL PURLIN HANGER — S9 S9 - 6 REQUIRED \ 4I 64" \ i..1 43" BENT e 1 " OR WELDED " 1 " `� Nie U" BUCKET i -104 0 - I th-7 t -IN 0 I 0 \ \ ro 0 s e 3" 1 13" ` 1i" 1 iii" 5ii" 13" ` ALL HOLES Rio WELDED STEEL PURLIN HANGER — S1OA S1OA - 1 REQUIRED 1\ 5" 6i" \ i s i "fP 43" BENT OR WELDED 1"" 11" 1r "FE "U" BUCKET i = .-IN I -IN O 0 \ \ ` .s'v 1. \ Ill \ id1 X 3" i " i i 3" 33" 1 5" 13"/ / ALL HOLES IP WELDED STEEL PURLIN HANGER — S10Br° SlOB - 1 REQUIRED , _ A\ a 5" 8f" \ / E2 iN 43" BENT OR WELDED "e 11" 1i" "� � ,,,,,o. F "U" BUCKET cn \ -\_ o en I . - o _ 0 a oI In i (..1 S I _ - -- z I D_ �y O O 0 \ 4 CV �r r` FIN A PRINT N 0 • ' MA/MAL WILL OE MANUFACTURED AS DETAILED ON THESE DRAMA n 3" ; 13" ~� 13" 33" 64" 13" 0 iv X r 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 "0 s 0���,7 .PRO PRO.ECT DIRKSEN NATURE PARK BOARDWALK �� ' AFs `\�� WESTERN WOOD LOCATION: TIGARD, OREGON 5 WELDED STEEL PURLIN HANGER — 511 f ia. ��,Gliki s: `�" N811 - 4 REQUIRED � 431 � /////% ARCH«�,: 0 STRUCTURES , INC . ENGINEER: al Q GQN \\\\\ .p „I. P.O. BOX 130 TUALATIN, OREGON 97062 CITY oI 11GARD T 13-Vo ;a�a�4 - 503/692-6900 FAX 503/692-6434 SAWN BY: G.H. DATE 3/23J2017 174012 Af'F1 xE t-1E0(ED BY YK DATE 4/4/2107 i' .' ,� � 800/547-5411PLOT DATE 5117. c� IEXPiRES:/ /Ji/� DATE PRINTED: 04/17/17 10 of 10 i NO. DATE REVISIONS BY flATR 1:12 TIPPRfl- S/1 1 /2111`1 .TA