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Plans OFFICE COPY L)p _mod �. ///iio December 8, 2003 CITY OF TIGARD Tim Bechtold OREGON Contract Furnishings Mart 915 SE Sandy Boulevard Portland, OR 97214 RE: RACK STORAGE @ CONTRACT FURNISHINGS MART Project Information Building Permit: BUP2003 -00508 Construction Type: VN Tenant Name: Contract Furnishings Mart Occupancy Type: /7 /s -z Address: 14160 SW 72 "" Avenue, Suite 110 Occupant Load: NA Commodity: Class IV /Group A Plastics Sprinkled: YES The plan review was performed under the State of Oregon Structural Specialty Code (OSSC) 1998 edition; and the Tualatin Valley Fire & Rescue Ordinance 99 -01 (TVFR99 -01) 1999 edition. The submitted plans are approved subject to the following conditions. STORAGE SHALL NOT EXCEED 20 FEET UNLESS THE SPRINKLER SYSTEM AND RACKING SYSTEM ARE REDESIGNED. 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. 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 an.. ocessing the documents. Respec ►' y, CI D OF TIGARD �/ ( 0 Approved. Conditionally Approved ( ). ria clock, For only the work as described in: A 8 S • or Plans Examiner PERMIT NO. tin d03 _ See Letter to: Follow ( ): Attach . //0 J ob Add / c s e * � -3 7 .^ • By:'A a� Date: SW Hall Blvd., Tigard, OR 97223 (503) 639 -4171 TDD (503) 684 -2772 CD • � DEC 8 2003 CITY OF TIGARD ,' OA in-,--1 BUILDING DIVIStO \-__q-05 , T i SEC-T1 ei- 't --) 1 :• 1 4) [. • k --- S 3 e 6 erjtk DO ' 7, 1 ( 1 I 1 I —A S .C.--1Z0 7 . k---- 1 Gec.•-nr, iz 1 -3--- r • 1 bo -2 1. 0 01.S F(Le 4, 5 E GTio LL �€ o� - tc,fly , I I a I � I I r I I PERMANENT PLAQUE NOT LESS THAN PERMANENT PLAQUE NOT LESS THAN • 50 SO INCHES IN AREA TO BE PLACED 50 SQ INCHES IN -AREA TO BE PLACED • IN C❑NSPICU ❑US L ❑CATION STATING IN CONSPICUOUS LOCATION STATING 3000# CAPACITY @ 48', 90', 132', 174', 216', 240' 3600# CAPACITY @ 48', 90', 132', 174', 216', 240' 3' -8' 3' -8' 8' -0' or 12' -0' i. 3 . ..H-8' RS LOAD BEAM -� E ,, 111 / / ` , \-1 2 0' 2 os Z �� t N LIJ LOAD BEAM W o.. _ �' M d LOAD BEAM / ��t w w WI 3' -6' z z z z > > J LOAD BEAM o 20' -0' o o 20' -0' w W 3' -6' H LOAD BEAM W w N cu z z z CONNECTOR 3' -6' J J J LOAD BEAM a I- Z 0 H O U � Llp 14.1 U1 o ZZ C� BRACE BRACE - _ Lo Lo 4' - a� ry O n 1i v) .� CC O Q 1---1 l!7 O � � v > Z _ _ _ t �- _ x W W U UPRIGHT UPRIGHT UPRIGHT LOAD BEAM ELEVATION -1 w CY w 0 }- A xQC' UJ J L- 12GA THK 14 GA THK � p 9 z N ox J ix o > = 12- CL E 0 ‹ J 3 , .,, 3' 3' o C OLUMN N W N o W II DU UQQZ ^. ro 3 /$'x 8'x 8' v 3/8'x 5'x 8' 3 /Bx 8 BASEPLATE - N F- W Q C) of BASEPLATE (4) 1/2'0 ANCHORS (2) 1/2 w BASEPLATE C 1.5 x 1.25 ANCHORS 2' 1.5 1 /2'0 ANCHORS = Y A W C I W �--� A V) Q 14 GA THK � I I 0 N D 1 I W o 'H ❑R' ❑F 1/8' 1/8 r1 -1/2' 6'oc , CZ CZ N 3• 3 ' kikFILLET WELD .iC EA SI DE 1 t W Z o W F — El co ° ' EA END T❑ COLUMN BRACE /., -:_ FF XI 11 3 0 El I� W H W Ei c z ..-, pp ii. l 3 1/8 2' EA FACE 1/8 r1 -112' EA FACE BRACE 6 3 _1 e a v ' z Q 0 1/8' ' 6 !Ill 0\ -- = w j 0 L J U COLUMN & BASE PL COLUMN. & BASE PL 1/8 1 Q� m SINGLE ROW BACK -BACK ROW Cr 1 6 ' CONCRETE SLAB ON GRADE U M W W 1- L� Q c � " W > Pal U 40 COLUMN BASE X- SECTION - w z J o� a_ Q! 0 H Z BRACE CENN a_ 0 ° H ° Z Y 4- F-- ry o Z ~ � � � g Li 0 1 - 5/8'H X 1' W (2) PIN C ❑NN 'I ' C ❑ W II ° W N A= Z W N f El , STEP 0 1- II �� c)�� •D o (2) AISI A502 -2 RIVETS p F- 11 W 1- L7:10 Z= S LOAD BEAM 7/1 6'0 4'OC p Oil z II A ¢ .---4 0 14 GA THICK ; M HOOK T HRU SL ❑TS p r. . g 1 -5/8x 3x� o \ IN COLUMN o p � e-- cU F I V E D °I v 2.75 SPAN D 3/16 THK � R 1-1-I 1-1-I 1' 96' . 4.13' 1/8 V VERT EDGES p p CO CO L7 144' 5.25' MIN. C ❑NNECTO 0 I LOAD BEAM 0 SAFETY PIN TO RESIST AUG 2 5 2003 00 Q 4+ 1nnna 1loi TcT I nen .. t'LKMANLN I F'LHUUL NU I LLJJ II 50 SQ INCHES IN AREA TO BE PLACED IN CONSPICUOUS LOCATION STATING 3900# CAPACITY @ 120', 174', 210' PER PAIR OF BEAMS 3' -8' 3' -8' 9' -0' RS y..; 7 :1 ti , . \ C- m LOAD BEAM #2 �p z \\�� `� CN °- - o. ri 7 1 CONNECTOR 3' -0' 4' , o ... a LOAD BEAM #2 W � �� ff 34 441 o a CONNECTOR u z z 4' -6' x f D 0 0 / 8 \ R S 20' -0' Cu LOAD BEAM #2 [— `CONNECTOR CZ Q z z q) J J 10' -0' I 0 o 0 a 1- z 0 U (/) p (/j o I--1 BRACE -V 1 - q iii Z 1 _ _ a� 0 w cop .-. w (/) 1-- c) Q H - - - - 1 X W ( > p Z UPRIGHT UPRIGHT LOAD BEAM ELEVATION > w CY w z a. 14 GA THK � p9 A X� j =� 3 ' � o COLUMN 3 (U W I� Z 0 in v 3/8'x 5'x 8' 3/8x 8 BASEPLATE _ Z o E0 t BASEPLATE C 14 GA V 1 — 1.5 co 1/8 �1 -1/2' 6'oc U Y J Q 1D I— `j Aw M 3' FILLET WELD i1 E SIDE U p w U (o O pq p Ce CZ CZ END TO COLUMN BRACE _ FF U PI UI 3 0 0 3 6 z Y w ~ F-- E] A 1/8 r1 -1/2' EA FACE BRACE • % 6' G 6' �� 3 5• 1 J U J II J a a COLUMN & BASE PL 1/8' /1' ! u w ¢ ¢ = c IP o U 6' CONCRETE SLAB ON GRAD 0\ J ,� BACK -BACK ROW P c� 1, .--1 CO w w Q 47 C OLU MN BASE X- SECTION ce w w w W n 0 N BRACE CONN a Cl- o 1_1_ a Z N Ex * AQ w ' -' o w U D co 1 -5/8'H x 1' W (2) PIN CONN 4 o II 0 rY o M 6 STEP CONNE 1- �i , w N A 2 Z w 'D� o (2) AISI A502 -2 RIVETS 0 0 , 0 II W¢ w O Z V) `g o • LOAD BEAM 7/16 4' oc Z 0 �� Z II a 14 GA THICK HOOK THRU SLOTS �r 1 -5 /8x 3x o 0 A ^ ,��r ����b BEAM# 4.5 \ IN COLUMN cu 2.75 1 4.5 3/16' THK 0 .-+ (Li Cr) 4 Sri I E 2 5.0' CONNECTOR I /8V VERT EDGES 0 0 DEC 8 2003 cu W $ , LOAD BEAM 3 6.0' 0 0 SAFETY PIN TO RESIST i I Q 1000# UPLIFT LOAD I (lint ()F TI(,ARf �` SEC 2,3 SEC 4 _ � o '. - PERMANENT PLAQUE NOT LESS THAN PERMANENT PLAQUE NOT LESS THAN c.� 50 SQ INCHES IN AREA TO BE PLACED 50 SQ INCHES IN AREA TO BE PLACED '� t , ��.y� IN CONSPICUOUS LOCATION STATING IN CONSPICUOUS LOCATION STATING :. � 2 • • t t SINGLE ROW 3200# CAPACITY @ 60', 114', 160', 210' 2600# CAPACITY @ 114', 160', 210' 0 - •> M -� ■ PER PAIR OF BEAMS PER PAIR OF BEAMS - O 0 l i - 0 •• 3 ' -8 ' 9' - 0' 9' -0' , •_ Gi,j> Q X2 I. I I I I �a1� x la W LOAD BEAM #2 W L❑AD BEAM #2 al `CONNECTOR ill 4 , -0 , \--CONNECTOR 4 , - 0 I , r4 LOAD BEAM #2 LOAD BEAM #2 Q f 4' -0' \-CONNECTOR CONNECTOR 4' -0' _ V) 8 20' -0' W LOAD BEAM #2 ��� r„ LOAD BEAM #2 ILL— z H CONNECTOR \-CONNECTOR I 4' -6' () N H J z \ g r,t LOAD BEAM #2 -L.I_ 9-6 Q ' ' I- W D o c.) CONNECTOR A LL a BRACE - _ = 5' -0' i i a I f l_1 id d a ' U - t D > > _ > W Q N UPRIGHT r LOAD BEAM ELEVATION LOAD BEAM ELEVATION en CL est 1 3 w Z 3:! 0 U Q N M ■ c' y O C H g o N O O N U } 3 I o CU N W 1 0 L 1 -y Q SEC 5 (2) SINGLE ROWS PERMANENT PLAQUE NOT LESS THAN ' ' \�� \\ 50 SQ INCHES IN AREA TO BE PLACED v��` 6 , > '�' lei c z a ` % [t IN z LOCATION STATING 2800# CAPACITY @ 108', 144', 180' PER PAIR OF BEAMS , o- _ 0.. \!. ``I 3' -8' 3' -8' 10' -0' o ,• : �� '1 �a �� Q I I o _ / \ w LOAD BEAM #1 Ili LLI — 1 1 \-CONNECTOR 3' -0' z \ oy z LOAD BEAM # 1 W Q J J \ ° 20,_0, ``CONNECT ❑R 3' -0' LOAD BEAM #1 0 Z CONNECTOR i--i / E N Z J J 9' -0' Q /1� O O �- LL U C) W D BRACE A Z 0 0 C us a a_ IL F— - - - - U UPRIGHT UPRIGHT LOAD BEAM ELEVATION u Q Ln M O --. Q CZ I.Y m ■ ni CI- I- 0 a, w z A 0 0 q u U sr N o ry Z l 4- g 0 N 0 0 O S CO 0 i ' CO w E N 0 .. k 1 1 r ' `7� O e 444 SEC 6 & 7 BACK —BACK ROW ,.; 4 c-, x% : . : 10.: PERMANENT PLAQUE NOT LESS THAN 1.- 4' 50 SQ INCHES IN AREA T❑ BE PLACED z O - d IN CONSPICUOUS L ❑CATION STATING a" _ M ZZ:i 4200# CAPACITY @ 108', 156', 192' PER PAIR DF BEAMS c O ' ' v 4 _ 3' -8' 3' -8' 12' -0' �• I I I �� u, 1. RS LOAD BEAM #3 CO CONNECTOR 3' -0' i LOAD BEAM #3 W al Q z z y J CONNECTOR 4' -0' 0 V) RS � 20' -0' LOAD BEAM #3 13 w to z \-CONNECTOR H 1 J H z z z x 0 0 i- CZ U U w BRACE L > --• U M UPRIGHT UPRIGHT LOAD BEAM ELEVATION w Q N Q CY N °- Cl '' w z N a U Q N Lx_ M O H C7 g 0 N O 8 O e g o tu I co W N E 1 0 S' .-4 1 • ffi � SEC 8 _ ,�, PERMANENT PLAQUE NOT LESS THAN q c� � z . `� • 50 SD INCHES IN AREA TO BE PLACED 44 a, , re CONSPICUOUS LOCATION STATING I° z Cr. �; c ,, • SINGLE RAW 2300# CAPACITY @ 60', 84', 108', 156', 204' $) �o 0 , PER PAIR OF BEAMS `1' 4' 8 $ 3' -8' 9' -0' .�f • LOAD BEAM #2 0] W 4' -0' I-- IY LOAD BEAM #2 Q W W z M 0 4' -0' / 20'-0' LOAD BEAM #2 Z GI W 1--1 2' -0' _ W LOAD BEAM #2 W H N V) ~ 2' -0' J z LOAD BEAM #2 ¢ z J _____W W W - o CONNECTOR A 0 LL a BRACE 1 = 5' - O M H H u.. 1_ r, U m - _- D W Q N UPRIGHT LOAD BEAM ELEVATION a ft f/ N �— O 6 Li id Z 0 Q U N rn O LD 0 H 0 N O O N 0 S to B Cr) 7 O g , i ti i a W S' -4 Q SEC 9 SEC 10 -r- 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 j % y\ IN CONSPICUOUS LDCATIDN STATING IN CONSPICUOUS LOCATI ❑N STATING - ` -_- • ' '' SINGLE ROW 2300# CAPACITY @ 42', 66', 90', 150', 210' 2800# CAPACITY @ 108', 156', 204 oc z 4 \ - +' PER PAIR OF BEAMS PER PAIR OF BEAMS °" - • ' 3' -8' 9' -0' 9' -0' ` 0 - d i f ./, 1 _ _ _ i d x w LOAD BEAM #2 W W W LOAD BEAM #2 W CONNECTOR 7 5' -0' �CONNECTDR 4' -0' F— LOAD BEAM #2 Q� z W LOAD BEAM #2 W W IW • Q D CONNECTOR CONNECTOR 4' -0' u 20' -0' 5' -0' LOAD BEAM #2 U LOAD BEAM #2 r-1 w w CONNECTOR = 2' -0' (.1 W LOAD BEAM #2 W H 0 1--a z 2'-0' 9'-0' I- Q� o W LOAD BEAM #2 N w BRACE 1-- _ _ _ Li_ CONNECT ❑R 3' -6' 0 p in L, o > > 1 D > U Nr M UPRIGHT LOAD BEAM ELEVATION LOAD BEAM ELEVATION w Q N < Q CZ N 1- 0 LA Z v 0 1 U Q N /� O ! \L 1 0 O H 1 4-- F— a 4 O O N Q z , n O M W g o 1 it N W E 1 0 e '- Q F SEC 11 SEC 12 '0' PERMANENT PLAQUE NOT LESS THAN PERMANENT PLAQUE NOT LESS THAN ''' 4 it- 50 SQ INCHES IN AREA TO BE PLACED 50 SQ INCHES IN AREA TO BE PLACED , 41.2 w �� I N CONSPICUOUS L ❑CATION STATING IN CONSPICUOUS L ❑CATION STATING Z • N SINGLE ROW 2200# CAPACITY @ 48', 72', 96', 144', 192' 4000# CAPACITY @ 72', 144', 204' 0 a- - a c -i PER PAIR OF BEAMS PER PAIR OF BEAMS c?, ? 0 •v ' w - 3' -8' 9' -0' 9' -0' 'y� O � 1 I 1 1 1 • ft' X w. LOAD BEAM #2 W LOAD BEAM #2 W W W \ CONNECTOR `CONNECTOR 5' -0' i-- 4'-0' z LOAD BEAM #2 LOAD BEAM #2 W W J S / 20,_0, CONNECTOR 4 , -0 , CONNECTOR (4 6' -0' D LOAD BEAM #2 z W W i---i 2' -0' _ E W LOAD BEAM #2 W r"„ LOAD BEAM #2 ul_ N (4 2 -0 z 0 LOAD BEAM #2 \-CONNECTOR 0 r„ w - p BRACE 6' -0' A = CONNECTOR z ~ ~ 5 0 0 4' -0' _ ID LL a Q' Q' Q a/ 0 U UPRIGHT LOAD BEAM ELEVATION LOAD BEAM ELEVATION w Q N o Q 1Z DC N 0 W Z p U Q N N I..L M 1'', k__) O 0 N O O N 8 . O M i O i a co Li c1 0 g