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Plans O-T-C { Occupancy Load CITY OF TIGARD . Rated C tion roved.,.T J1 1l=JZ T,s s2ep - Rated"Corridor:. Conditionally Approved [ 1 1-1 Energy Code .N.14 See Letter to: Follow Accessibility 4„ • Attached r I _ '�'1N J/ Permit Number: vjc t 2- aze, y / d/3 b Address: f 34 `�� f�►c�rFz c. 1lw SO ,•ft d i'h- y Date: - -1 S r • 4yt, •i / • is • . ..s h f , • ,,,. ;C i�C i�� =y VS Id 1 .. • .• ., - ALA*. 1!• 0. ���% am. ��j7, r IPA 's''' %----4/1 :I'alini -.''' 'r� ''a 'Y 0 u •it. - , .��+ice. ler ;11— 011.6.`es t•Ar3"1. IT' L r 4f.1.. r , C ibirl c,- •� r ivi l may..- . 62 .A . \0 • k .. ,. W O 1\z„..____________ 3 Q. 02_800_ 06c/9z dk, ce 3,.. 4.4t a C:C CD /4106444(I Vii4 15 /15 0 o (25 , 04, On j X (24)9Z 47 Z I,..f..., p , 'czzz,6 y,V i/ 4 .47 2y../21pd Ng __4-,i 9 cj pil..,1-:- • />>/s 1/.'," --iyrvq bs`fri OFFICE COP I 5m aJ t►� _ . 0u6TI014- CE o tiF G- es Tyre `0. ov S Dc. A LEC r tcr4t,. 4..,o2tt E.P. l / f E.P. V4 WIZ- L A II 1 4m FLOOR PLAN 0 2 im ;�, ��� ; ���� ��� '���`����� �r���F-� ���� SUITES 40 & 50 s GAARDE PACIFIC SHOPPING CENTER P.O. Box 80301 Portland, Oregon 97280 13815 SW PACIFIC NWY T: 503/228-9747 F: 503/228-5721 TIGARD, OREGON O13A"1224 03/21/12 ,t • i . STRUCTURE J. . 0 0 0 i 1 i z 0 a 0 ,L ! 000 Nip ., s MAX 0 0 0. X 4'-O" 4'-0" / / / 6' MAX LATERAL BRACE AT 12' O.G. 0 MAIN RUNNERS OF AN 'INTERMEDIATE DUTY' SUSPENSION SYSTEM AT 4'-0" O.G. SUPPORTED WITH NO. 12 WIRES AT 4'-0" O,G. (OR NO 10 WIRES AT 5'-0. 0.G.). HANGERS ATTACHMENT SHALL SUPPORT 5 X CEILING LOAD, 30 LBS_ MINIMUM. 02 CR05S RUNNERS SUPPORTED BY MAIN RUNNERS OR OTHER CROSS RUNNERS. © PROVIDE STABILIZER BAR BETWEEN ALL MEMBERS AT PERIMETER. ® HANGER SYSTEM TO BEGIN WITHIN S INCHES OF PERIMETER. Gj LATERAL BRACING SYSTEM TO BEGIN WITHIN 6 FEET OF PERIMETER AND WITHIN 2 INCHES OF CROSS RUNNER INTERSECTION. (4)-12 GA. WIRES SECURED TO MAIN RUNNER AND SPLAYED 90 DEGREES FROM EACH OTHER IN PLAN AND AT AN ANGLE NOT EXCEEDING 45 DEGREES FROM CEILING PLANE. BRACE AT 12 FT. O.G. EACH WAY. ® VERTICAL COMPRESSION STRUT AT EACH LATERAL BRACE LOCATION. STRUT TO BE 3.4 INCH S.Q. HD. TUBING WITH SPRING CLIPS AT EACH END AS MANUFACTURED BY ROBLIN PRODUCT SYSTEMS, OR SIMILAR CONNECTION DEVICES TO BE OF APPROVED TYPE AND HAVE 1000 COMPATIBILITY. O AT HANGERS MORE THAN 1:6 OUT OF PLUMB, PROVIDE COUNTERSLOPE HANGERS. O WHERE HANGER WIRES ARE NOT POSSIBLE DUE TO OBSTRUCTIONS, PROVIDE A TRAPEZE OR EQUIVALENT DEVICE. TRAPEZE SUSPENSIONS FOR SPANS EXCEEDING 45 INCHES SHALL BE A MINIMUM OF BACK-TO-BACK 1104 INCH COLD ROLLED CHANNELS. © EACH ANCHOR TO HAVE 100 LB. WITHDRAWAL STRENGTH. ® LIGHT FIXTURE SUPPORT: A. WITH 'INTERMEDIATE DUTY' SUSPENSION SYSTEMS, 12 GA. HANGERS SHALL BE ATTACHED TO THE GRID MEMBERS WITHIN 3 INCHES OF EACH CORNER OF EACH FIXTURE. TANDEM FIXTURES MAY USE COMMON WIRES. B. LIGHT FIXTURES WEIGHING LESS THAN 36 POUNDS REQUIRE TWO 12 GA. SLACK WIRES FROM THE FIXTURE HOUSING TO THE STRUCTURE ABOVE. C. LIGHT FIXTURES IN EXCESS OF 36 POUNDS SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE. D. ALL LIGHTING FIXTURES SHALL SE POSITIVELY ATTACHED TO THE CEILING SUSPENSION SYSTEM WITH TEE BAR LIGHT CLIPS OR SIMILAR DEVICES. 0 ANY INTERIOR PARTITION WALL WHICH EXTENDS TO THE CEILING GRID, THAT DOES NOT ALIGN WITH THE 4-WAY BRACING OF THE CEILING GRID, MUST HAVE ITS OWN LATERAL BRACING, PER NOT 5 ABOVE, AT 12' O.C. MINIMUM. • PARALLEL TO CROSS TIE PARALLEL TO MAIN RUNNER TIE, 12 GA. WIRE, TYP. ‘1111111* lko : r ` MAIN RUNNER CROSS TIES 0 2' MAX. NOTE: PROVIDE LATERAL BRACING IN CONFORMANCE WITH ALL APPLICABLE CODES AND STANDARDS. CEILING DETAIL