Loading...
Plans • / -6 / m c © II N n m O H S 1 o s. 1 i Gee i 1 SW Durham RD. I � 4 ti). S C r I P : °� E ° � 04 \ • , c)* . LOCATION MAP . /if/lire, NO SCALE TYPE - C ST 513 TYF -- -- - - - - - -- - - - -- - r app C(31241 bitrf. . tItIskI4E Q Q r Q Q Q Q ? 4 4 4 • T . 1, /- .. _ .1 _ . 1 _.I , i 4. Ica Kw — : — — — — 49 i I 1 Ni / i . , N I i V I i i j�� 0 / f#.1 ti __ _ ._.--m.--._. L-...._:_ . _ -.'..._. _ _ ._ _ __.• .!?;_.- Nr- - 4 A. .....,.:„ 4r ...' - / .,i .. . il i IP 9 D__ _ . _ . L _ . _ . _ . g 16414 •I i i A Ar ..., -4 .07/..• ,,AV if I *.' '''' ' v r . ,.- )7, '--" --4-Veirefi.. 1 - � I I I ; /�' / �r f " :_ ' = AREA OF WORK t,,, = �•" . : '.- sii_:- , ..: ...5.... \'`I KEY PLAN ; ® I ` NO SCALE , *I 4"114144 n Earth Advantage OFFICE ADDITION b 16280 SW Upper Boones Ferry Road 1.0 , Portland, OR 97224 4 . • _ • . Kitchen S owt ooni 1 Z `eeei` s Front Counter _ ,.1 IO + i e e ee e e i N N ee 4 - e 1 e 1 e 1 e 4. 4•$ 4• 44÷4• 4 7 4. 40 _ 0 e 1 4'4•0 e eee e e1 I ` f j I' 3' L e i e1 ei e1 ei ol ei e1 ei —:. I ' 3Z " \\� �'" e seee e+ , 4e 1eee e , ••. 33 -9i" 4.444.444.44 e b' 7 2 1 7.24 �eee+ e eee , e ` v e �el �. j�el�. j ' 8 -78 I 8' 7 8 �aV�.4.41.g4 I�.1e1O1eI�. e e e e I • e 1 e 1 1 e 1 e1 01 e1 0 1e 1 0 1e 1 01e I "e1 e1 a 04 f$4 e1 - .� " " - - _. - : -. _ - - O S' x 8' 1 Office 8 x9' #2 ,�,� s j ``L je�'Ie1•e,'``/ r � 1 :� 1 I. 1 j�` 1 I.� 11 eI.� 1 ` / I e1e ` 5' 24' S � , rn LC, 1 En le ry : ' ; - _, : 94 .# 4' tY • . r"." 3' Office #5 • I 6-4 I • 16' x 16' ' ' -I I Office #3 Office #4 8' 7 - 9.6' x 8' 9' x 8' _L -----. ) 1 \ ' ., , ::: : ,. New Cons U UCtion ■ \ / MOMME 13' I Z' 16 " 9' 9a' 9 ' -3 2. I iN Earth Advantage office addition Earth Advantage 1 \/ Scale NTS 16280 SW Upper Boones Ferry Road Portland, OR 9722 • N 4 I 59 III i I i \ I 1 i a 111 1 ! ; . �s EXIT = - xx xxx ;�.ro� 1 0 . _ i i ' i x x 0 X : I - Ohl j iii ,-,....v. ' -= HIGH BAY LAB AREA 1 1 220V IPH ■ LOBAR x. pICE 1 igt 62 43 I - LI5HT LAB v�lo v P .C� 1 Z 106 _ _ .i. i \ p i tc y 116 1 1 i - - -- • �4 65 fili N r ; :zfANE 'h . I 0 a \ D A 4 C 1 t ��, Z ; OFFICE ZIKil 1 ' I ,J � 1 I 1 ,I) ail i/ ��...ra 1 ,.,a. a.� EL r I ,' 10Z- •i : ELEC. «LIGHTING FOR DISPLA , I I V OV `� 1 a �,� • Mi ,: Et z=1,.,,, AREA TO BE SPECE SEPARATELY. 1 i _ j 11�' Og 1 ! x x; ;1 67 _ r1.)_ I 111 ' , ll � A i lip i r G8 '`' KITCHEN ,,, sr CIRC OFFICE '� F 1 i�; i�107 � b ; i ' 114 ®,,. pRKM, � � 104 ,,; O� ; CIRC ® ; _ 1 09 ■ --4 i 1� :IT M ...ii-Th .. - 1 A i DISH • . - ti y' 110 .-,, e ` ; I +4 ° � . �j N� , . ,.,a,.,., �� . fir. x - �,� j k 1,_ 1,;!; r it - < . N �� i ' ��: C� R TIpN ❖ ,i 3g.:. � i 10 '•'•'•'•'•' • ,. - • . x : ,,,719.1•11 , - _- I � ❖: ❖: ❖: i 1 x ' _ ---- • • • • • . , ♦ ♦ , i •••••••• I i i i ;:i: ; /y • : ♦•i•�•••••' 1 , , 1 i / I C6 T3 • ♦ ' i I I i ! i ; / R2 I I T2 . �••• ♦•••♦•.• ,' ! j G 494 S.F.) i ' i ; 6 ' j 1 , � ` i •� ' ' 1 x I 1 1 ' 711 � A ♦ ♦ ■ -; ,"-� -. - �_ ; • ♦��1��� ��•��• •��.♦ Earth Advantage ` " i i i " DISPLAY• K ' ° ti � ' . �� ! ! 1 • '''" • 16280 SW Upper Boones Ferry Road �� �� dr 113 i i I •CI / tom+ � cw f : , ti I I I ; 1 • ••• • i , ______ �? . 1 ; '. I ; � , 1 •�•� Portland, OR 97224 ,,,,, ;,....,..„,.......,..,, ...,,,, , a yy > I 1 I I _�t9t. yt � I i 1 1 1 1 I ' i ; ti ; r _ — ! ; ! ! ; % R2 i EXISTING CONDITION 1; I I I i , 1 s �`� 1 j I I I 4 i i I ■ \ i •1 4� EXIT; - I ' `∎ RI - i, { , ti� 1 1 \ �� h �.� I - . i i ; ; \ \\ '� i T o I i I \ / t fa % I ' C 1 Q `\ �� 1 .. .. 1 r. �aaa... �a.... �a .ra.ra.�a.raaa�iaaaa.�aaa.�.�• • ,�i... r.. ra. .a. ia..a. .a. ra... ..a...�.._.-.-._._.�.�._._.�.�� II • . 'N... . ■ . . Window size and s le-deeendent on .rice and sub to chanse xsistinci door and windows to outside Exsistinq round pilar ... . ii . I [II - --- - ----- - - - - - --- _-:..- [.--_, ----------- _.--- II . . . _ !I 1: 11. _ . 1 1 1 ; I! r - --- ------,- 1, II !! ,! 10' . . il 1 I ! ■ . : . I ----- 6 • O South Facing Elevation . Scale: NTS • . ■ I I I (2) 25 GA STUDS EA. WAY AT 8' -0" O.C. ANGLE OF i I ' STUD NOT TO EXCEED 45° 4 "" FROM CEILING PLANE (TYP) � 'i. A TRACK TO r FRrOM �� 3 TUBE " 5 y �' ,r ABOVE > g SC.f 5 T2) ° ai7aY7a42 „ 5/8 GYP I” T -BAR O'er / '� • . BOARD • 4 ' BUILDING STND 2X4 • . 4" RUBBER BASE - TEGULAR CEILING TILE j STRAIGHT AT CARPET / ��:'\ �' • f , �;' 1 COVED OORING RESILIENT I ! 1/6"X2" FOAM TAPE - . - 4 _ SOUND SEAL GASKET 25 GA GALVANIZED "- STUDS B 24" 0.C. (TYP.) "L" METAL EDGE BEAD j .. • I TAPE AND MUD EDGE BEAD E 25 GA GALVANIZED • 25 GA GALVANIZED HEAD . - FLOOR TRACK • TRACK C • •FLOORING PER ` • SCREW HEAD TRACK TO GRID )\1F. caiaaa( SCHEDULE • ON A TEMPORARY BASIS. . ONCE 45 DEGREE SEISMIC 1 BRACES ARE IN PLACE THEY I �• STEEL PIN (2 ® DR- s. SHALL ACT AS PRIMARY FRAMES) SHOT INTO \\/\ SUPPORT FOR HEAD TRACK CONCRETE *16" 0.C. 25 GA GALVANIZED STUDS ® ^`� 4i" 24" O.C. (TYP) FLOORING PER ■! 5/8" GYP. BD. SCHEDULE i HEAD TRACK AT TEGULAR CEILING BASE TRACK AT FLOOR SCALE 6 "= I' -0" SCALE: 6 "= I' -0" 1 ---.A SEPARATE SUPPORT PIPES, j CONDUITS, ETC. SECURE ALL HANGERS TO BUILDING COMPRESSION STRUT STRUCTURE. TRAPEZE AROUND AT 12' -0" O.C. EACH DUCTWORK AND OTHER LARGE WAY OBSTRUCTIONS. i I . ADDITIONAL U z a 4 ° 4 ' ° 4 v 4 . 4 4l HANGERS ALL 4 ° q �, r ° MEMBERS WITHIN 8" OF C , • PERIMETER • 4111941 ••• � ��¢ • TERSLOPE, HANGERS IF MORE THAN o Ilk P 4 e, 15 OUT OF PLUMB v l co 1 a s s — � I - -- I I I MAIN RUNNERS AT 4' -0" O.C_ CROSS TEES FIT STABILIZER BAR „ I SUPPORT WITH 0 12 HANGER WIRE I BETWEEN MAIN RUNNERS BETWEEN ALL 4, 8 1. i AT 4' -0” O:C. OR 0 10 WIRE AT i ! MEMBERS AT AX 5' -0" O.C. ATTACHED SIDE OR USE ■ APPROVED 6' -0" MAX 4' -0" O:C. (5' -0" O.C.) 4' -0" O.C. (5' -0" O.C.) j CLIP IF WALL x ', ANGLE IS LESS THAN 2" ' 12'-0" O.C. EACH WAY i GENE NOT REFERENCE CITY OF PORTLAND BUREAU OF DEVELOPMENT SERVICES WALL AND CEILING CONSTRUCTION - IBC/25 •2 SECTION 803.31 SSC DATED FEBRUARY I, 2006 FOR COMLPETE TEXT. DOCUMENT IS AVAILABLE AS .PDF ON FILE WITH LUGS. - GENERAL CEILING GRID INSTALLATION REQUIREMENTS SCALE: 1 /2 "= I' -0" (2) FIXTURE SLACK WIRES AT OPPOSITE CORNERS SECURED TO STRUCTURE 12 GA A.WA. CEILING GRID HANGER WIRE, 45' FOUR WAYS, TYP. / CEILING GRID k, COMPRESSION �• ------ STRUT, 12' -0" O.G. EACH WAY APPROVED N FAS WITHIN OF �- - GRID INTERSECTION, TYP. OF (4) _ , - CROSS RUNNER MAIN R 4ER NOTE: DETAIL TYPICAL FOR FIXTURES WEIGHING UP TO 56 LBS AND ARE DIRECTLY SUPPORTED BY THE CEILING GRID. FIXTURES WEIGHING MORE THAN 56 LBS SHALL BE SUPPORTED INDEPENDENTLY FROM THE GRID SYSTEM DIRECTLY FROM THE STRUCTURE BY APPROVED HANGERS. SEISMIC BRACING AT LIGHT FIXTURE SCALE: I /2" =1' -0" • •