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Plans ( '• , TYPE "Q" TYPE "M" PERMANENT PLAQUE NOT LESS THAN PERMANENT PLAQUE NOT LESS THAN IjECEiV�® 4 50 SQ INCHES IN AREA TO BE PLACED 50 SQ INCHES IN AREA TO BE PLACED. IN CONSPICUOUS LOCATI ❑N STATING IN CONSPICUOUS L ❑CATION STATING A PR 2 7 2 00 7 1300# CAPACITY @ 6', 24', 42', 60', 136' 1300# CAPACITY @ 6 ',24',42',60',78',96',118',140• 3' -8• 12' -0• 12,_0. sUILDINCDIV l®N I ��\� • r 1 i 1 \ IX LI I E2 Q � � Z(0 ‘,11 LOAD BEAM D LOAD BEAM h z ;� • Ili — I Z CONNECTOR LOAD BEAM 1' - 10' • - � Lu E / I- 1- CONNECTOR "",,i.e,, 4 Q 1 ' - o' � ° a 6' -4 ' LOAD BEAM �� X C.3 15' -0' .. IU 1, -6' w a D — 0.1 LOAD BEAM u) 1' -6' LOAD BEAM LOAD BEAM z — 0 w 1' 1' -6' W m— 1' -6' D LOAD BEAM LOAD BEAM BRACE - u LOAD BEAM LOAD BEAM wL 1'1 — 1' - 6' =I 11) 1, -6• LOAD BEAM I �� LOAD BEAM - � lu • UPRIGHT LOAD BEAM ELEVATI ❑N LOAD BEAM ELEVATION In CO M a_ 4 - v) CQ W a s z 0 Vi CU j 14 GA THK . x 3' A o o A o � � J COLUMN El -U I- W CU 3 ' v 3/8x 4x 7 BASEPLATE 1- n +' Q 1_I_1 C 1.5 x 1.25 1.5 (2) 1/2'0 ANCHORS (__) o d > C7 W o W U Li W z CM V 3/8'x 4'x 7' 14 GA THK n 1/8 F1 -1/2' in i• BASEPLATE 2' OF 1/8' EA SIDE W (U J C W a (2) 1/2'0 ANCHORS FILLET WELD 3' EA END TO C ❑LUMN BRACE % -- ' -- FF x A C� BRACE 1 I I■ 3.5' ox Q nom, j w V) a' 1/8 r 1 -1/2' EA FACE 5' t/1 A p Z El ARD W W ("CI I I r. COLUMN & BASE PL 1/8' r1' �� ! S' CONCRETE SLAB ON GRADE A f W IOW 1-1 �W '-' W LL —) Q N �( COLUMN BASE X—SECTION Conditionally Approved ..... ......... ` [ In A Ce m I_- ~ A I / r/ Soo Lett t o: Follow.... ( ~ ' W z M z A Y a —J Q o M BRACE C ❑NN (- , 3 o W v Pvl1 ari l' - - -. i .1 r. - ~ �J a J N W F- W O ( o � �� ►l�i.� �.a ll�l 0 o N J M ill 1 — S /8'H x 1' W 'CONNECTOR �' W o W W f STEP (3) PIN C ❑NN 0 w z 4' o (3 ) AISI A5 02 -2 RIVETS f 0 in L ❑AD BEAM 7/16'0 2' 0 o 14 GA THICK ,n o v) r1 HOOK THRU SLOTS _ I 0 1 -5 /8x 3x,- 0 \ IN COLUMN " 0 � p A Q W N o 2.75' 3/16' THK 0 Z Q E I 1/8V VERT EDGES 0 N II � o,-, ON W CONNECTOR 0 0 1 00 # ❑AD OFFICE COPY w 11 N w �) A= Z Cu o LOAD BEAM I- II I- 0A 1z 0 0 0 11 LA <E WozY M Q Z COLUMN—BEAM CONN z 11 A N J c; ,. ,, ,, ,, CL .- W ri 4 Iri TYPE "K & N" • TYPE "I". . PERMANENT PLAQUE NOT LESS THAN PERMANENT PLAQUE NOT LESS THAN . • 50 vSQ INCHES IN AREA TO BE PLACED . 50 SQ INCHES IN AREA TO BE PLACED • . 11111 • IN C ❑NSPICUOUS L ❑CATI ❑N STATING IN CONSPICUOUS LOCATION STATING 2000# CAPACITY @ 76', 152'• 1300# CAPACITY @ 54', 108', 162' r 3' 12' -0' _ 12' -0' N ' 15' -0' LOAD BEAM � LOAD BEAM � t�D\ au ` %-..' ��V�� CONNECTOR �•� c' k \--CONNECT: 4' -6' �`' z c • rot). � z v o CC g 6' -4' 'LOAD BEAM y O � w J a �.' a 0 0 u .t CONNECTOR a \ E I— W LOAD BEAM i 4'-6 W LU CONNECTOR 1-- • LOAD BEAM _ J .0 l=7 \ BRACE 61 -4' • `CONNECTOR to to UPRIGHT LOAD BEAM ELEVATION LOAD BEAM ELEVATION • , >- in J TYPE "B,G,E & El" TYPE "H" co CL PERMANENT PLAQUE NOT LESS THAN PERMANENT PLAQUE NOT LESS THAN . V N I- d _ IJI i' 50 SQ INCHES IN AREA TO BE PLACED - 50 SQ INCHES IN AREA TO BE PLACED w O - RI IN CONSPICUOUS LOCATION . STATING v IN CONSPICUOUS LOCATION STATI V A o A p . a 1300# CAPACITY @ 92', 124', 156', 180' - 1300# CAPACITY @ 44'; 88', 120', 180' W CU F- in ~ ~ ck • L H Q Q i • J 12' -0' _ .- 12' -0' U o a> a Z ON W W U w W Q LOAD BEAM - LOAD BEAM - • . w N = C w I— . _w w _ . w - Lu as rn I Li] 2' -0' X Q W w - w (� .. A CONNECTOR LOAD BEAM CON ❑R A Z u. ; --i El 5' -0• w w ¢ 1_ _ .� Z F- o D CONNECTOR • 2' -8' ni ._ V) F- rn " w O .. • • " W W H o l L ❑AD BEAM LOAD BEAM 43 In w Pi v oN M o W H Q/ MI \ 3 • � , `CONNECTOR - 2' -8' • 2' -8' og ii a o a W ..4 0 W CONNECT OR L OAD BEAM '~ J J w I__ w r-i m al Lu ��� LOAD BEAM W ( L � ¢ t Q N - Z 1- o N CONNECT • • 7 . ° v) rn J M oc \--CONNECTOR cu U o w w' co L�J 3 8 w� w A L- W I 5 7' -8 ' LOAD BE a_(4 Z J o o . .L 7 ° d _, H �� AQ N w(11 N ° _ C ❑NNEC = W, _, o- ce D o S 3' -8' (4 iiz o1 1 LJ II N� � a 1 � N l • a - _ �_ j o II wQ .w 0Zi • > LOAD BEAM ELEVATION LOAD BEAM ELEVATI ❑N z �� A J . a_ .--1 (U . M 4 L() ' TYPE "F,J 8& L" TYPE "D" PERMANENT PLAQUE NOT LESS THAN PERMANENT PLAQUE NOT LESS THAN 50 SQ INCHES IN AREA TO BE PLACED 50 SQ INCHES IN AREA TO BE PLACED IN CONSPICUOUS L ❑CATION STATING IN CONSPICUOUS LOCATION STATING 1300# CAPACITY @ 70', 110', 180' 6500# CAPACITY @ 34' 1300# CAPACITY @ 60', • 100', 176' • 3' -8' 12' -0' 12' -0' LOAD BEAM 1 - W W LOAD BEAM CV III `• CONNECTOR CONNECTOR e -,.- � 1 \ \- .�4,� z ��y va -10 6'-4' 6's Qe z v y r CC q C _ 0' ► cr O w j LOAD BEAM O �' ti .1 &$ Q a ILLI W . w Ix LOAD BEAM _ '4' '.94 ci 15' -0' CONNECTOR 3' -4' W LOAD BEAM CONNECTOR 3' -4' w LOAD BEAM E G1 = CONNECTOR = , D I CONNECTOR 2' J LOAD BEAM #2 BRACE D ? 5 -10 I I = W CONNECTOR a_ 2' -10' c UPRIGHT LOAD BEAM ELEVATION LOAD BEAM ELEVATI ❑N to J TYPE "A & C" co CL 1--1 PERMANENT PLAQUE NOT LESS THAN D d Q 50 SQ INCHES IN AREA TO BE PLACED F - IN C❑NSPICU ❑US LOCATION STATING A ° a Z D W 1300# CAPACITY @ 64', 96', 128', 160', 180' o '- t o n ` W (L1 12' -0' w °o v> O Z M W W m LL LOAD BEAM W D D C w I LL w W — Xi x to W I LI M ' LOAD BEAM 1.1.1 1' -8' o N ce A o cL Z El Ln W pa M Q CO N NECTOR 2' -8' R N 1--1 D) W Li_ �- 0 o LOAD BEAM (U Y AW0 N W� � Q ,°.� 111 W 10 toJ.U(4M0 I A F---1 P:1 LJ m M W \-CONNECTOR 2 '_ 8• U 3 0 3 r" Z pa — Q a L LOAD BEAM , I � J U _1 �' wi_ W El 0 I�-1 co . cOtL¢ �' Z I-- c, CONNE CTOR 2 ' -8 ' ° o rn J I' M LOAD BEAM N o W cc vs �� 1 -5/8'H x 1'W W W O W II W Z CD - STEP = = Wo 1JOW ce 5.5 u CONNECTOR o J N F - (Y) 0 14GA THICK 5' -4' Q S 2.75' > > V) II Z CY a x m W a W II �W NA =Z (U 1g LOAD BEAM #2 Z II II j a w a Z I Q � - - Z W (4 JQ Cr) LOAD BEAM ELEVATION A CL 6 .-;(1:1 ri v tri TYPE "M" TYPE "G & P" PERMANENT PLAQUE NOT LESS THAN PERMANENT PLAQUE NOT LESS THAN 50 SQ INCHES IN AREA TO BE PLACED 50 SQ INCHES IN AREA TO BE PLACED IN CONSPICUOUS L ❑CATION STATING IN CONSPICUOUS LOCATION STATING 1300# CAPACITY @ 6 ',24',42',60',78',96',118',140' 1300# CAPACITY @ 84', 116', 148', 180' 3' - 8' 8' -0' 8' -0' I _ _ I I LOAD BEAM #3 0 0 ` CONNECTOR 2' -8' /_ \ Q,�. -41h, t (5, a a LOAD BEAM # 3 t p `� z ?` D LOAD BEAM #3 D Ui CU 2 't O d �,, 0 _ a "' IIN \-CONNECTOR 1'-10' . N\-C❑NNECTOR 2' -8' 0 O v W. • _j LOAD BEAM #3 W 1 , � o C` 01 u.3 IX LOAD BEAM #3 . 1' - } 10' --- J .8 .1 a J LOAD BEAM #3 _ 2' -8' 15' -0' M 1'6 CONNECTOR LOAD BEAM #3 W LOAD BEAM #3 111 _ Ill 1' -6' . \ E == LOAD BEAM #3 • \ -CONNECTOR of 1 ' -6 ' . J LOAD BEAM #3 _ 7'-0' p X11 IU 1'_6' BRACE LOAD BEAM #3 _ _ I u — l'-6' L7 L7 LOAD BEAM #3 W = IU D D _ t • UPRIGHT LOAD BEAM ELEVATION LOAD BEAM ELEVATION >- tr co J M_ CL 47 0_ v) D n v) Q' W ,Ill Z 0 • (4 CU 14 GA THK � �90 J COLUMN 3 � o -- t A o (lJ 3' CZ ( 1- Cy V ° 3/8x 4x 7 BASEPLATE F- a +' Q LL_ CN C 2) 1/2'0 ANCHORS U d > 0 C 1.5 A THK 1.5 W°WUW Pq 3/8 x 4 x 7 14 GA THK n 1/8 �1 - 1/2' z 1!--- BASEPLATE 2' OF 1/8' EA SIDE w C a li (2) 1/2'0 ANCHORS FILLET WELD ' i 3 ' EA END TO COLUMN BRACE % = = ' == FF X Q W mw W BRACE I IN 3.5' o J�Q> 0. g 1/8 "1 -1/2' EA FACE 5' W N O z ED 1 '^ COLUMN & BASE PL 1/8' V1' 5 ' CONC RETE SLAB ON GRADE N -_ J CA �, w 1 Q t. Cr aj o � R- COLUMN BASE X- SECTION QD t j A J ES V) M o i ~ A 1---.1 M in 3 z 3 II z �� —1 Q r, BRACE C ❑NN II ° p W CY N- 13 pia , J J W F- W Ei 0 1---1 v, >,_J % J rn mu...an< co �. In z F-- o 1 - 5/8 ' H x 1 ' W CONNECTOR N U W W STEP (3) PIN C ❑NN 0 � w 3.5" 16 GA THICK 0 (3) AISI A502 -2 RIVETS E 0 �� W n- in J p LL I LOAD BEAM .o 0 0 7/16'0 2' ° 0 ` �, 1_0 �- ` HOOK THRU SLOTS 0 1 -5 /8x 3x_.--o IN COLUMN 0 A Q v W N o ° 2.75' 3/16' THK 0 Z ' -' ., 1/8V VERT EDGES 0 0 v) II p ,� 0, L__, CONNECTOR • o SAFETY PIN TO RESIST W II 0 W U A Z Z N LOAD BEAM #3 1000# UPLIFT LOAD • a II Q w o ° Z II i 0.__I‹ (� Q COLUMN-BEAM CONN A ,. ,. ,. ,. C_ 6 .-4 al cri 4 U-i PERMANENT PLAQUE NOT LESS THAN ' • . .. •50 SQ INCHES IN AREA T❑ BE PLACED . . • . . IN CONSPICUOUS' LOCATION. STATING , V • . . 1300 # CAPACITY @ 144', 180' . 4000# CAPACITY LEAN LOAD BELOW 144' . 3'-8 V . 12' -0' 12' -0' .. • V r . • • - -- - -- V �� - -- - — - LOAD BEAM LOAD BEAM _- - - - — G� \V • W W -{ 111 OJ � . • CONNECTOR . . 3' -0' CONNECTOR 3' -0' a z . : ct N • • . • LOAD BEAM LOAD BEAM 0 0. ,E, ILI (1.1 O1J iIJ . � ,� o�v � 2 w • • • ci \- CONNECTOR CONNECTOR 4' -0' �1 Sj 0 z x riL w 0 1 • LOAD BEAM • • U 1 , /U L1I - • I111 15 0 \B . • l 11' -6' ONNE . 3' -0' 1111 LOAD BEAM LEAN `;1 ' z I- I- . W W - . LOAD y D � B ❑LTED • � r / 0 . • • CONNECTOR • BRACE - 4� / I i u . . a . - ? I _ F- S' -0' 1 • 1 um LOAD BEAM 6' a UPRIGHT • . FRONT ELEVATION • • REAR ELEVATION V . • .. to J •co CL • • • • (. CL . . . .tom In N Ct D V- • • W C a Z . O v) oJ • 14 GA THK . � P y f 3' A ° o A o- a I_ • c tn COLUM -tri 3' • V C 1.5 x 1.25 1.5 a 3/8x 4x 7 BASEPLATE F— CL +' Q L. ' (2) 1/2'0 ANCHORS U p l,J U W 0 z • • /8 x 4 x 7. 14 GA THK f l 1/8 ►1 -1/2• w U) N BASEPLATE . 2' OF 1/8' . EA SIDE . . . U . I (U C W 0 • . F • 3 • li (2) 1/2'0 ANCHORS EA ILLET END WELD TO COLUMN � ` ' "' FF P4 () B RACE /., - - X Q (n "� w • E BRACE 3. o J w �, w (� ILY a. 1/8 ' l -1/2' EA FACE 5 ' V I IM 5' (� a A z [] . in _ W I- i ^ COLUMN & BASE PL 1/8' V 1 . 5' CONCRETE SLAB ON GRADE a VI 01- J � " W L Q . LL N X 4 1- C BASE X- SECTION V - ul A„ co o i A M � 3 z3 , ! I , Z -] Q BRACE CONN .. a II U a 7, w.� L S - L7 v ~ � -1 J � WF - 0 O , c . - • ML_QU)Q N l ig z C .}... F — • ^ o _ X J M • 1 - 5 / 8' H x 1' W CONNECTOR N U W W — S TEP (3) PIN CONN 0 e / w z 4 � 0 (3) AISI A502 -2 RIVETS E 0 �� w 0- LA J 0 L� 14 GA T HICK o. .LOAD BEAM 7/16 2'oc. . 0 ` . N N F- LO g . HOOK THRU SLOTS 0 0 0 L 4 A J B w o 3/ 6 / THK x � o IN COLUMN 0 L-1 U 0 _ cE D o g 275' 1/8 V VERT EDGES 0 • v) 11 l7 A O N L1 i CONNECTOR 0 SAFETY PIN TO RESIST F - II F- Q U N U o LOAD BEAM 1000* UPLIFT L❑AD O II . w a z Q Z II A i f)J x COLUMN-BEAM CONN D_ SIGN NOT LESS THAN 50 SQ INCHES NOTES: II IN AREA TO BE PLACED IN CONSPICUOUS 1. DESIGNED PER 2003 IBC 1622.1 PLACE STATING: 100# ON EACH OF (12) SHELVES ) SEISMIC Ss =93 %g S1 =34 %g Design Cat "D" __ 48" 2' - O" 2.) ASSUMED 5" - 2500 PSI CONCRETE SLAB ; `�,�� t ' - I [ ON GRADE 1500 PSF ALLOWABLE SOIL BEARING o ��-� SSLP 3.) ANCHORS TO BE 1/4"�x 2" EMBEDDED CARBON STEEL () °- - o. o r: HILTI KB -III PER ICBO REPORT# 1385 ° y 1, ^ o „d. r SSLP �,��► x1 4.) ALL STEEL TO BE Fy = 40 ksi fi ° 4/ o#f RIVET TESTED CAPACITY OF 600# SHEAR. SS SS o- SSLP my) z a- 14ga MAT'L SINGLE RIVET BEAM SSLP ° �/ SSLP °° 0 14 a MAT'L (1) RIVET o g HOOK THRU 120" SSLP 120" Iwo 1-1/4" TEE POST SLOTS IN POSTS In N - 15/16" n SS SS �4. SSLP F f o SSLP a_ o 0 ( 1 �l I 1 110 a_ a_ SSLP 2.25" 15/16" SS .S TUR POST SSLP FRONT VIEW • END VIEW @ INTERIOR SHELF 1.00" 14ga MAT'L I ' 1 - 14ga BASE CLIP 0 BOTTOM OF >_ , EACH POST. #12 TEK TO EACH POST DOUBLE RIVET BEAM J N AND 1/4"0 WEDGE . ANCHOR TO SLAB CL N ON GRADE. CL POST (2) RIVETS o D CD 14ga MAT #12 TEK HOOK THRU O o N 1 -1/2" ANGLE POST _ TO EA POST SLOTS IN POSTS `+- W CC � M 2.69" •• a ® 14ga ANGLE 1.5 I Z O � 0 FF , FOOTPLATE L_ ,. 0 co .1 z� co _— I r. I >CI I 2" 1 /4 " 0 ANCHOR O W= 0 = O CD Z z cn --) I- 1-1/2" 5" ° ° 5" CONCRETE SLAB FY; LURH POST ON GRADE SS © ROW ENDS , POST BASE DETAIL SHELF SHEET 6 1 ' PERMANENT PLAQUE NOT LESS THAN • IN ❑TES i. • 50 . SQ. INCHES IN AREA TO BE PLACED . . A w 1.) DESIGNED PER 2003 IBC . IN CONSPICUOUS LOCATION STATING m w 2.) MATERIAL SPECS( Fy = 50 ksi EXCEPT AS NOTED . • ALL WELDS E70xx ELECTRODES 1700# • CAPACITY PER ARM - 68' • 113' 5' CONCRETE SLAB 2500 psi vv) o (10) ARMS ON ONE SIDE OF COLUMN e a ALLOW SOIL PRESSURE 1500 psf • _ c 3.) SEISMIC Sds =0.70 Sd1 =0.39 N . ARM i_ 4.) LOAD PER LEVEL: SEE NOTE ABOVE ELEVATION ° - -� - -- - - — -- - HORZ STRUT HORZ - STRUT - - -�-- �� 5:) ANCHORS� BE:`HILTI - KB =III V - _ o : __ ' MINIMUM OF 4'• EMBEDMENT PER ICBO REPORT #1385 w i� o 1 ARM w/ NO SPECIAL INSPECTION REQUIRED P4 m N >-- w 4 2' m 1- o y ARM • ,E Q -) 1 z • y ARM x .--I3- 1 � PLAN VIEW • • ° 1/4' BRACKET • y ARM • V _ BRACE DETAIL W/ (4) 1/2'0 PINS 1 192 ARM ORZ STRU HORZ STRUT 6 g - � � /16 o 2° TILT FROM HORZ . Co y ARM i M-11' lOGA MAT'L ARM D D - ELEVATION VIEW . i a o V (4)PIN CONN • V. - 48' . X -BRACE ' ci- ARM � . ARM DETAIL >�.. • COLUMN -BASE Y J N • y ARM CONNECTION DETAIL Q 0_ N 1 BASE SECTION 'ORZ • STRU . HORZ STRUT CZ D p1 COLUMN SECTION BASE ^ BASE BASE O A'� BASE I � c . ��� C, :ii \ , W Z 4 '. :r 64' FRONT ELEVATION o� ? _ . • V) c • SIDE ELEVATION �� ° w ~ • } ° Q . Qom • Xt 2 -1 /2'x 0.18'. u, FACE SECTION COLUMN SECTION TYPICAL DIAGONAL BRACE IS- 1/2'0 ROD . . W/ 1/2'0 GRD 5 BOLT EA END z a 1/8 V 1 ' @8'. o STRUT IS C 3x 1 -5 /8x 14ga �. W/ 1/2'0 GRD 5 BOLT EA END • • • ~ V - COLUMN w vl • • v • DBL C8x2 V o v • 3/16 1/4' TAB WELDED TO W 0 1/4 SIDE PL vi \ CORE 1 COLUMN TO CONNECT ¢ 0 1 � BRACES WELDED EACH SIDE as \ . -) 2 2••5' 3/16 ❑F C LUMN C ❑ L UM N SECTION HORZ STRUT � � O O 10ga FORMED . co \ c END PLATE Ce • cs, 3.5' 3.5' . Q P 1/2 GRD 5 BOLT (4 )3/4'0 A325 0 0 EI cz I 4.5 I EA SIDE — 5/8'0 ANCHOR BOLT @ 3 1.5' V O`� P . ° 0 0 , . EA END OF BASE 3/16 g , .P , Q . "6 in 3/16' MAT'L 0 V 0 1 J BRACE DETAIL ._ FF (g, I a o T BASE SECTION COLUMN-BASE C ❑NNECTI ❑N z 0 &vpZ601-6023 7 City of Tigard, Oregon • 13125 SW Hall Blvd. • Tigard, OR 97223 11 • May 14, 2007. •N RE: RACK STORAGE @ JOHNSTONE SUPPLY T I GARD Building Permit: BUP2007 -00237 Construction Type: IIN Tenant Name: Johnstone Supply Occupancy Type: S -2 Address: 16650 SW 72 St. Occupant Load: 260 The plan review was performed under the State of Oregon Structural Specialty Code (OSSC) 2007 edition; and the Oregon Fire Code (OFC) 2007 Edition. 1) Provide OFC Chapter 23 analysis of all rack storage submitted for permit. 2) Please show types of racks being installed on rack layout plan. Construction Documents: At the time of building permit application for new structures designed to accommodate high -piled storage or for requesting a change of occupancy/use, and at the time of application for a storage permit, plans and specifications shall be submitted for review and approval. In addition to the information required by the International Building Code, the storage permit submittal shall include the information specified in Chapter 23 of the Oregon Fire Code. Fire Extinguishers: Provide 2 -A rated fire extinguishers as required per table 906.3 (1) of OFC the extinguisher shall be located so that no usable space has a distance greater than 75 feet to the extinguishers. OFC 906.3 Clearance: The clearance between the sprinkler deflector and the top of storage shall be 18 in. or greater. NFPA 13 8.5.6.1 Loads Posted: The racks shall display in one or more conspicuous locations a permanent plaque not less than 50 square inches in area, showing the maximum permissible unit load in clear legible print. OSSC 1603 Approved Plans: 1 set of approved plans, bearing the City of Tigard approval stamp, shall be maintained on the jobsite. The plans shall be available to the Building Division inspectors throughout all phases of construction. 106.4.2 OSSC When submitting revised drawings or additional information, please attach a copy of the enclosed City of Tigard, Letter of Transmittal. The letter of transmittal assists the City of Tigard in tracking and processing the documents. .Res • ectfully, ir 410:0-19 l an elson, Senior Plans Examiner Phone: 503.639.4171 • Fax: 503.684.7297 • www.tigard- or.gov • TTY Relay: 503.684.2772