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Plans • • July 15, 2003 Brian Ferrich Norlift of Oregon 7373 SE Milwaukie ExD Portland, OR 97222 RE: RACK STORAGE @ COPYTRONIX Project Information Building Permit: BUP2003 -00408 Construction Type: VN Tenant Name: Copytronix Occupancy Type: B Address: 16655 SW 72 Suite 800 Occupant Load: NA 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. 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 appro•A$tawp, shall, • be maintained on the obsite. The plans shall be available to the Building Divisi • nips oE®r • j P g ...4. � s • . .. throughout all phases of construction. 106.4.2 OSSC • • • • • • When submitting revised drawings or additional information, please attach a15' of the . .'. enclosed City of Tigard, Letter of Transmittal. The letter of transmittal assists tie City of.: Tigard in tracking and processing the documents. ••• • • • • Respe, ,i , / Brian B alock, Senior Plans Examiner IN CONSPICUOUS L ❑CATION STATING 2000# CAPACITY @ 48', 96', 144' 3' -8' _ 8' _ r W LOAD BEAM Ate` CONNECTOR i ' t �� `�� �' N , ° •v° tae z gr.� Z LOAD BEAM a a `� P s v L " al o CONNECTOR ,94 r 12' -0' 4' -0' BRACE-1 P as ©3 - pct 0c? LOAD BEAM D J o = \-CONNECTOR = 0 4' -0' o _ D - D ' Q UPRIGHT LOAD BEAM ELEVATION . 1141 . p 0 ■ it U 45 3 Qo an p w � ' � - 1 0 f COLUMN o F - U ap � � •• •••••• ••••• •• 3/8x 4x 7 BASEPLATE I-- o Q 14 GA THK •. • • • • • • t2) 1/2'0 ANCHORS X U N p Z •••• • F1- 1 1/8 /'P' ' •••• Ii1 W W U a 3' • • . • •• • EA SIDE • • ••• • • • W ? LJ r-. v C 1.5 x 1.25 1.5 .. .. .... L. �:� FF •...• pq N 13 i' FBI BASEPLATE 7 14 GA THK I� ••:•MACE • • v) w w • Q XQ In p �J X 2' OF 1/8' • N oJ >= X • (2) 1/2'0 ANCHORS FILLET WELD • • Or • • •• • 6 , •• I • iga 3.5• cu N. N 11 0 Z , CZ z • a 3 Illni EA END TO COLUMN • • w W¢ Q z D • at • •, • � "t ❑N CR •SeAB ❑1lsur f a; • BRACE ‹ __ J w Q °, • 1 /8 1 -l/2' EA FACE d19L • r1' • N '-' 1Y •••• Q �QWp W�X65 COLUMN & BA PL pi c. rzy •� COLEJ • fd •� A S�•� C- SEC�iQlY• U o w U `� (') p a � F-- cY m • • ... • • al 11 0 p W 1--4 l'- a_ •BRAC''E •CD IW �!••. •••• • •• •• ••••• • p >,_I a J U N J a Z tO • a � l.1- 000Q �lf)z LL - U Q J1M p I---1 C/ c, ( CO W 1- Q M 1 Q W W >P4 U C/ Li LA �N oJa o0 D H rii ' 1=1_1 N w N � � z u g I CONNECT � N 11 z Ct g [0 U 0 3/4'H x •l W HOOK THRU SLOTS 0 �� 0 w 11 - lag W STEP .C3) PIN C ❑N 0 N _ c, 3 0 (3) AISI A502 - 2 RIVET 0 ��` 0 II W •Q W 0 Z X(n g 14 GA THICK o LOAD BEAM 7/16'0 2'oc o 0 z II Q x N J Q 1 - 5 /Sx 3x o o IN COLUMN pt . . .. ^ .. 0 n3 M d In 7 3/16' THK I /8V VERT EDGES 0 0 I W it CONNECTOR 0 SAFETY PIN TO RESIST I 0 E LOAD BEAM 1000# UPLIFT LOAD I t 0 Q R COLUMN -BEAM CONN i CL_