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14160 SW 72ND AVENUE STE 150 r Ke notes 1, 30" DEEP PLASTIC LAMINATE COUNTER AT 30" AFF - SEE '1 METAL FURRING AT 24" O.C. WITH R-11 BATT INSULATION AND �41�2 f G THH J DETAIL 1/A3 )A" GYPSUM BOARD TO 6" ABOVE SAT - TYPCAL AT OFFICE ARTA125'-0" 2. 6'-0" WIDE x 4'--0" HIGH COILING DOOR 9. EXISTING TENANT SEPARATION WALLTO REMAIN- -- - 3. -y" x 4'--0" HIGH x k0OM LEJGTH PLYWOOD BACKER BOARD 10. q GRID/q WALL MILDREN DESIGN GROUP, P.C. 12'-74" WITH FIRE RETARDANT PAIN F r I. EXTEND EXISTING WALT_ TO STRUCTURE ARCFiITE'.'TURE ST'ACF. PCANNL�TG {r 4. 2" CONDUIT WITH PULLSTRING EXTEND DEMARK FROM PHONE 12. NEW 4'x8' SMOKE VENTS, (6) REQUIRED - SEE DETAIL 5/A3 1� BOARD 13. NEW 40OW MH HIGH-BAY LIGHTS - VERIFY SPACING WITH RACKING 7650 S.W. Bevelawl, Suite 120 5. 3'-0" x 3'--0" x PAINTED P_YW000 MOUNTED ON SUB-PURLINS PLAN 1 Igard, Oregon 97223-86.)2 4 TO HOLD DATA/ELECTRICAL RF FQUIFMENT; VERIFY LOCATION 14. POWER/DATA DROP - VERIFY LOCATION AND HEIGHT A.-F WITH (50�`) 244-0552 WITH TENANT TENANT T- -- - -r - 6. 480 30 DEDICATED OUTLET FOR FORKLIFT BATTERY CHARGER - 15. GYPSUM BOARD DRAFT CURTAIN - SEE DETAIL 8/A3 1 E E D4 Da E VERIFY LOCATION WITH TENANT _Q E ( 106 O O �� 7, CLOSE AND LOCK OHD AND FUR OVER WITH 3X" 25 GA. ,METAL -- -- l• - — -- 1 E. Of06 =FICE 1 9 7 STUDS AT 24 O.0 WITH R-11 BATT INSULATION AND GYP. BD. �1 I)► - - -_ _- - General Notes �4L369 2 O Wail Le end — — - - — , .�8" +3L�"� 1 i ,µµ-- r ) — -�- - A. VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS. rruururrrrrunnur -- 10 D4 D4 D4 �z m: 4: QIIIIIIIUHIHIIIIIIIIII 3h" METAL STUDS AT 24" O.C. WITH " NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO START 6 c�FNERAL OFFICE 107 N. OFFICE = _ t t t _ ,�� _- 100 NOFFICEDa Da /'D4 GYPSUM BOARD OF WORK. j ( - 107 - 4, 105 38 O I O /� B. OCCUPANCY: B - OFFICE S-1 WAREHOUSE B417) 39 I 4 9 I 4669 t �« 6" METAL S1UDS AT 24" O.C. WITH / uu C. BUILDING SHELL CONSTRUCTION. TYPE IIIN BREAK ��� --- 1 1 GYPSUM BOARD D. MECHANICAL, ELECTRICAL, PLUMBING, AND SPRINKLER BY �� r .,h' 4 39 102 ►, dbi db. t a , , SEPARA TE PERMIT L4BB9 1 _ urnrmnm 38 -_ -� EXISTING WALL TO RtMAN � Du� ---- E. WOOD STUDS AT CONTRACTOR'S OPTION •----------------------------- s A2 11 TELEPHONE 3 I i--_.--------------------------1 EXISTING WALL TO BE REMOVED F. PROVIDE (1) APPROVED FIRE EXTINGUISHER WITH RATING OF A?, 108 4 a. , NOT LESS THAN 2-A: 108 FOR EACH 3,000 SQ.FT. OF FLOOR 4 +38 +38 +38 12 _' 10D D46I39 Finish Schedule _ _ _ AREA TRAVEL- FROM ANY PORTION OF BUILDING NOT TO A�Q 1019 EXCEED 75'. t� o �) RD ROOM NAME o q 5 1 , , —_ __ G. 100% S RINKLERING TO BE MAINTAINED THROUGHOUT IN �� �,� O �, Floor Finish - - A4BB9 ACCORDANCE WITH N.F.P.A. PAMPHLET #13. (BY SEPARATE 3 Z. n _� A2 _ _ __ _ POSED CONCRETE SLAB PERMIT) V N 2 A EX V 2A� N B. CARPET H. ALL HARDWARE IN ACCORDANCE WITH ANSI 117.1 -All PORTLAND, ORM N A3 -`" - C. SHEET VINYL 1. PROVIDE SIGN AT MAIN EXIT DOOR PER UBC 1004.3 STATING /, M N 4 I I D. VINYL COMPOSITION TILE "THIS DOOR MUST REMAIN UNLOCKED DURING BUSINESS HOURS" 03 OF o C6CC8 A2 - 103 I WOtiqEN 1oa o O ( 1 1 O (� O O O Basta - - -�/ J OFFOICE AREA OF OUTSIDE AIR PER OCCUPANT AT K. PROVIDE .05 CFM OF OUTSIDE AIR PER SQUARE FOOT OF FLOOR C6CC8 `� 0. NO BASE AREA AT WAREHOUSE 4. 4" RUBBER BASE Owner: 9'-0" � 10'-0" I I 6. 6" RUBBER BASE MIN. CLR. TMIN. CLR. ' Wall FinishRREEF A. EXPOSED CONCRETE Electrical Symbols _ B. GYPSUM BOARD AND PAINT C. 4' PLASTIC WAINSCOT WITH STAINLESS STEEL 120V DUPLEX OUTLET -- 0 TRIM AT EDGES, W.R. GYPSUM BOARD AND PAINT A2 15 ABOVE. TYPICAL AT ELEVATED WALLS ONLY. CD4 120V DEDICATED QUADPLEX OUTLET I WAREHOUSE X. EXISTING TO REMAIN I w 109 � AOAAX N 4 CAT 5E (3 D - 1 V) 720 SW Washington -Suite 710 Ceiling Finish O0O O O 0 0O O O ``./ A. EXPOSED ROOF STRUCTURE Kl TELEPHONE/DATA OUTLET Portland, Oregon 87217 - - - - - - -- - - --�- B. SUSPENDED ACOUSTICAL -- TEE BAR 2 x 4 FLUORESCENT LAY IN FIXTURE WITH PRISMATIC LENS — ' C. GYPSUM BOARD AND PAINT - , Project: I �= I l Ceiling height - � 1 x 4 FLUORESCENT SURFACE MOUNTED FIXTURE WITH L J � 8 8'-0" WITH PRISMATIC LENS T. I. for 5 , 9• 9 -0 0 EXHAUST FAN, CEILING MOUNTED, VENT THROUGH ROOF UPS VPS I © � X. EXISTING TO-REMAIN -- C� g 400W MH HIGH--BAY LIGHT Logistics ,�, J Door Schedule Gr. I oup MARK NOMINAL SIZE FRAME DOOR _ HARDWARE REMARKS �- WIDTH HEIGHT THICK. MAT'L FINISH MAT'L FINISH TYPE GROUP 14160 SW 72nd - Suite 150 100 3'-0" 7'-C" 1-3/4" MTL FF SC ST A _ 2 Tigard, Oregon 101 1 3'-0" 7'-0" 1-3/4" MTL. FF SC ST A 1 _ OI O O O O O I O O O �1 102 3'-0" 7'-0" 1-3/4" MT!_ FF - SC ST A 2 �- 103 3'-0" 7'-0" 1-314" MTL FF Sc ST A 3 _ _ Sheet Title: 104 3'-0" 7'-0" 1-3/4" MTL FF - SC ST A 3 - - - - - - - — - — - - - ---- - -- 105 6'--0" 4'-0" -- MTL FF MTL FF B 4 --- -- Floor Plan - I I 106 3'-0" 7'-0" 1-_3/4 _MTL FF SC ST A 1 - . 107 3'-0" 7'-0" 1-3/4" MTL FF SC ST A 1 - -- -------___--- - 108 3'-0" 1 7'-0" 1-3/4" MTL FF SC ST A 1 Legend — --- -- -----� FF FACTORY FINISH SC SOLID CORE VERIFY WITH VERIFY WITH # MTL METAL ST STAIN RACKING PLAN RACKING PLAN Door Hardware Door Tees I I Group_1 Group 3 136" pair butts 1�6" pair butts --- 10 1 lockset 1 push = 1 stop 1 pu!I Revisions: 1 closer a Group 2 1 12" kickplate 13 -� 1Y2" pair butts 1 stop 1 latchset __ Kickplate where `° „ITY OF TIGµd'' 1 stop Group 4 scheduled •••. - - -- - q] -- -- --- - - ---- - ----- - - ------- - ------- - -- . . pprov�d...._.... - - N '� ' � c Itlo c, 11 A ..�' - ------ - - - - -- o Y PP _ PO y y _ I 5 - - - - - _ - Hardware b door supplier onl the w,v �.8_dee n 3x7 SC 6x4 ROLL UP MI un ` � Se L erFollow.... % �f N O A Jo dre tach........... I 0 I ' ! MILDREN DESIGN CROUP, P.0, 2002. ALL 0 RIGHTS RESERVED !•i� THESE DRAWINGS ARE THE PROPERTY OF MILDREN DESIGN GROUP, N.C., AND ARE I I NOT TO BE USED OR REPRODUCED IN ANY Ar MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF MILDREN DESIGN GROUP, P.C. O � r 6 ,Ln `}-- - - - -�— - - - - Date: I I March 2002 ' Drawn by: Checkell hv: OE 0 (D CE BK WEM ---------- FW lob Number 102043 ,.� Sheet of: Key Plan Area of Work 72nd.Ave.A�150. 14160 Floor Plan r BUP2002-00100,MEC2002.001 Permit Submittal - March 2002 Al � 3 t /Oka --i ",P�IiMI�NC'..._..,,._..J.b:... o+'.u::d:4ii:...1...,.....,.......wwww.r.wwn..................- _ ..., ....., ... ... MUy.,-.......r...............„_......-...._..,»�..._v...,.a..-.+w.«iw.ww. .,,.,« ...»..wwn, .wm..... .eo a...we Tl1rl11llII � IIIIIItIII1r1 rtt 1rlttrlll ! 1t1t1ttlrrllllt1t11t1t11tltr ! ! ! 1tt'1 � 11 ! Itttliilllilttli ' ll NOTICE: IF THE PRINT ORTYPE ON ANY T I I � � I � I � I � � I � � � � � � � � lie- 1 � I •� I I I � ! I � l I I I �I I 1 I I I � u IMAGE IS NOT AS CLEAR AS TrIIS NOl"ICE, --I_�_—.. Il - - I - 3I �1l _ I `'1 I - 1 - =--I- - L L _g� -- - 1 - - I 1�� I 111-- --L_1`� ) / �. 11 IS DUE TO THE QUALITY OF THE l No 3e �;_•;� ORIGINAL DOCUMENT t3Z 8Z GZ RZ- 9Z �Z 9[ 6I1I1 lZi l iii ��►�1���� ����1���►�I���(��I����� 1���� ����1�►�������►��i��������� ���►1���� ����I���� ►��� �I�� ����11���i�l�►f��1� ����1���� ��I�1►ISI ��I�II�I� �►�� II� ��I1t;1� �IiII11l►Ili ► I I► � l � � � 1 �����f II II►lllllllll►I►�lll►l�lll�lllll 1I11 1 I f I � 1 � 111�11j1�111UlllLllllj�l,Illi.L111llIIIIIIIIIIIl�lll.Llll.ll,Llllll�hlll . ,,.. crp:. /F F G 20 GA. 3�6" METAL STUD Keynotes \ BRACING FO STRUCTURE ATFINISH MTCH ADJACENT WALL _ / 8'--0" 0/C WITH (2) #8 SHEET 1. REMOVE EXISTING RELITE AND INFILL WALL AS REQUIRED; METAL SCREWS AT EACH END; 2. REMOVETEOX ST NG TOILET 5 BRACING TO BE PROVIDED MI>~Qf:EN DESIGN GROUP, P.G. I I \ WHERE DISTANCE BETWEEN 3. REMOVE EXISTING SINK PERPENDICULAR INSECTING 4. REMOVE EXISTING DRINKING FOUNTAIN nHcfu'MCTURE - S'ACT1. PLANNNG -- - - - _ - =�----- i - o 5. NEW SUSPENDED ACOUSTIC TILE CEILING AT 9'-0" AFF — SEI: 7650 S.W. Eeveland, Suite 120 45 WALLS OR HORIZONTAL BRACING r BETWEEN WALLS EXCEEDS 8'-0" DETAIL 7/A2 (REMOVE EXISTING AS REQUIRED) Tigard, Oregon 97223-8692 6. HIGH-BAY WAREHOUSE LIGHT - SEE SHEET Al FOR LAYOUT (DO NOT EXTEND BRACING INTO 5 3 '_44-0552 _ T - EXPOSED STRUCTURE AREAS) SUSPENDED CEILING lam _ -CASING BEAD USG 200-A - �.- ----- --- --- �- - ATTACH STUD TRACK DIRECTLY TO GRID 1_41 GYPSUM BOARD EACH SIDE SECURE TO STUDS „ WITH TYPE S SCREWS AT „ 3X" 25 GAUGE METAL. { u 1 / STUDS AT 2'-0" 0/C � - J I BOTTOM TRACK TO FINISH ��j L00R WITH POWDER DRIVEN ` R0 c, �,r ..........." ANCHORS 4'-0" O/C I 6 �0 of - 4" RUBBER BASE. TYPICAL W T E I E • 4 TLAN E N I I i 9 ' (__, Wall to Suspended Ceiling OF ��23"=1'-0„ 1a1C Demolition Plan Reflected Qpilin g Plan C) - _ - wner: =- 1 -0 36"=1'-0" bbe.dwg bbe.dw9 RR�� ,�------------- ----- EXISTING ROOF INSULATION -- - --.---- CONNECT TO ROOF STRUCTURE - SEE DETAIL 5/A2 ,\ - - - - —_ - -- PLASTIC LAMINATE FACE FLOOR OR ROOF STRUCTURE - - - I, PLYWOOD AT -- - - R-13 BATT INSULATION AND COUNTERTOP WATER HEATER h A A 2 x 4 BLOCKING _ __ PLASTIC LAMINATE SPLASH �— MEMBERSRATTBAR ERIMETERw ALL 2" DEEP, 18 GA TOP TRACK. — ADDITIONAL HANGERS AT ALL rI - ------ --- — 6" X 22 GA METAL JOIST DO NOT SCREW GYPSUM MEMBERS WITHIN 8" OF AT 16" O/C -_______..._.___ BOARD TO TRACK PERIMETER i -- - - " GYP BD FASTEN TO — " GYPSUM BOARD o SHELVESEACH LATERAL BRACING AT 12'-0" 0.C. PorSW tland,and Ore lon 97217uite 710 :! UDS WITH TYPE "S" AT EACH SIDE EACH WAY g SCREWS AT 8" O/C AT PROVIDE TAPE AND - -� - COUNTERSLOPE HANGERS [F MORE PANEL EDGES AND 12" 0/C PAINT AT WAREHOUSE SIDE ( THAN 1: 6 OUT OF PLUMB _ AT INTERIOR SUPPORTS _ _ -- 1 Project: ONLY VERIFY HEIGHT r `i' TO WITH TENANT 1 BUILDING STRUCTURE.SECURE ALL TRAPEZE T 1 SUPPLIED COFFEE \ 1 • 1• for " WATER RESISTANT, '�-�" _ DUCT WORK AND OTHER LARGE �- - GYPSUM BOARD AT TOILET - --- - SUSPENDED CEILING SYSTEM /� / ERVICE - OBSTRUCTIONS PER 51�4ACNA V p( -�� ROOM SIDE , — j/ - -�I-/ - _ r 1 � 8" MAX. I CROSS RUNNERS FIT BE�rWEEN 336" 25 GA STUD AT STUD CHART: 00 6'-0" MAX Logistics 24" 0/C TYPICAL, 20 GA ANGELES XHD ,� e MAIN RUNNERS AT 4' O/C t AT 16" O/C WHEN - 4" 20 GA. TO 19'-6" - SUPPORT WITH #12 WIRE AT .4' TOILET ROOM - 4 20 GA. TO 21'-0" SUPPORTING WATER HEATER ____ _ - 6" 20 GA. TO 29'-0" -�`� 0/C OR WITH #10 WIRE AT 5' roup _ - SEE A/E FOR ALTERNATE _- I- J - - _ - ON CENTER EACH WAY (OR) ANGELES SS 14160 SW 72nc1 -Suite 150 R11 BATT IMBUE AT TOILET -- - 3 25 GA. TO 15'-6" _ LATERAL BRACING AT 12' 0/C 1 EACH WAY. MAIN RUNNER TO Tigard, Oregon ROOM WALLS AND CEILING NVAPOR BARRIER ., STRUCTURE BEGIN BRACING ---- ITHIN 6' - 6" RUBBER BASE N � \ _- � � SSAGGERWS AT 12 O.C. FROM CROSOSF MEMBER ER AND 2 Sheet Title: f --- -- -- - - ---- RUBBER BASE WHERE -- - ACCEPTABLE 4 RUBBER BASE APPLICABLE DOORS DNLY AT ACCESSIBLE LENGTH MEMBERS Jetai 1,5 � WHERE APPLICABLE �-- OTTOM TRACK TO SLAB - - BOTTOM TRACK TO SLAB 2'-6" 6" DEEP SINK SINK; NO BASE OR SHELF; \� 0-10' 1"0 EMT B �� 20 GAGE STEEL STUDS 350 X 620 WITH POWDER DRIVEN WITH POWDER DRIVEN CLEAR MINIMUM MAXIMUM INSULATE HOT AND WASTE ASTEN TO T-BAR RUNNER 10'--15' 1�"O EMT 15'-20' 2"0 EMT ANCHORS AT 4'-0" 0/C 7 -4_ PIPING; CONTINUE FLOORING 10'-20' DBL-5TUD(SEE LEF ) AT 4'-0" 0/C AND BASE UNDER SINK -- MINIMUM CLEAR SPACE WIDTH . . _ Toilet _Room Wall Section 5 Full Height Wall at Office/Warehouse s Coffee Bar Elevation ALLOWABLE IS 2'-C" 7 Suspended Ceiling Section _ 4 _ A2 ) 1/2#f=1#-099 BE AZ 3 =1 -0 A2 3/D2" 1'-0" A2 ZA S AND HAVE AT 100# RATTED CAOPABILOITY. N APPROVED TYPE 1 C 1 e2d , -- ` --- 2 x 4 BLOCKING Revisions: 2" DEEP, 18 GA TOP TRACK. - ----- -- DO NOT SCREW GYPSUM BOARD TO TRACK %" GYPSUM BOARD AT AT EACH SIDE CITY TIGARD -----_-------__ - --- PROVIDE TAPE ANDApproved -• 1 PAINT AT WAREHOUSE SIDE Condition IyApp►c:vad. .•-••-----•--• ONLY _ - — f-or only I work as described In: I - PERMIT \, See Letts to: -Attach........... . STUD CHART: ��IONr. --•. - •-I I JorJ_ I� I WAREHOUSE ANGELES XHD_ 31 20 GA. TO 19'-6" b Addr / / y ._..._ _..__..._--. I - 4 ,� 20 GA. TO 21�-0�, By, Date: - - 6" 20 GA. TO 29'-0" SEE A/E FOR ALTERNATE (OR) ANGELES SS MILDREN DESIGN GROUP, P.C., 2002, ALL 3Y2 25 GA. TO 15'-6" RIGHTS RESERVED (D THE THE PROPERTY OF ��- NOTSTO BEMUSED ORE REPRODUCED IN ANY MILDREN DESIGN GROUP, P.C., AND ARE MANNER, EXCEPT WITH THE PRIOR WRITTEN -- RUBBER BASE WHERE PERMISSION OF MILDREN DESIGN GROUP, P.C. APPLICABLE Date: I 1 March 2002 Drawn by: Checked by: BK WEM �_. Job Number: 102043 BOTTOM TRACK TO SLAB WITH POWDER DRIVEN Sheet 72nd.Ave.#150, 14180 of: ANCHORS AT 4'-0" O/C BUP2002-00100, MEC2002-0011; 2 of 7 8 Tenant Separation Wall Section _ Permit Submittal -- March 2002 A2 3 A2 - lE3b I` '.r m�.hncdorya ' NOTICE: IF THE PRINT OR TYPE ON ANY F1.1-j l l l I_l_l l l 1 l l III- I l II III Jill I III 1 1 11 1 1 I I l I l f l-l Jilll l l l l l l l I lg ( l I I I(I I I I i-1 111 1111111 111I lI IMAGE IS NOT AS CLEAR AS THIS NOTICE, 3 41 ITIS DUE TO THE QUALITY OF THE t slt � zt ► ti► -- � -uX1ll6"°1-1-1'I�lle 11lls�i1�1` t eORIGINAL DOCUMENT IIIII[D►Ill�llull►IllJIl9illtlJi►�lil1 <<1 �1�IIII1 l6ll ► ll11lI l�llZluJI llu�ltli�►i���N»i�l :. I Il l�llllll►�I�1111111�111111111��11111111 ill Illll II►lll 111 �1�► 11 / -PROVIDE WOOD STUDS AT COUNTER FOR COUNTER 2'-6, ATTACHMENT' , --- - -- - EXISTING ROOF STRUCTURE — - - - -- - _ _ _ AND INSULATION R-11 BATT INSULATION ---- -- - - PLYWOOD WITH PLASTIC -BOBRICK 13369 PAPER TOWEL BOBRICK B369 PAPER TOWFI. f / I_A (NATE. ATTACH TO STUDS DISPENSER AND WASTE DISPENSER AND WASTF \' �� - 2x FLOCKING AS REQUIRED MILDREN DESIGN GROUP, P.C. WIT-1 (2) 236" TYPE S BUGLE: RECEPTACLE RFCE1 FACLE / HEAD SCREWS, COUNTERSUNK, l ARCHII'EC-"rURE • SPAC_E PLANNING SET IN SEALANT BED 7650 S.W. Be4eland, Suite 120 • 'rigard' Oregon ,)7223-8692 - \ - --�\ _. ._ __- _------___ -- 2' T DEEP 18 GA. OP TRACK (503) 244-0552 ' M UO NOT SCREW GYPSUM FRAMED MIRROR �, ' ) BOARD TO TRACK Sao a / - \ a N % FIELD VERIFY SIZE " PLYWOOD WITH PLASTIC 4 - TOILET PAPER DISPENSER - 4'-0" PLASTIC LAMINATE ---- LAMINATE AT COUNTER TOP AND EDGE. ATTACH TO WAINSCOT -_- � -- _ ----- �" GYPSUM BOARD \--- 2 x 4 Al WALL SUPPORT W 10 x 2" - ACCESSIBLE TOILET ��'J I� AT EACH SIDE SCREWS AT 6" O/C METAL TOILET PARTITION FRAMED MIRROR - - -� � FIELD VERIFY SIZE CUT CEILING AS EXISTING SUSPENDED COUNTERSUNK / ���---- � - �4'-0" PLASTIC LAMINATE REQUIRED '- CEILING SYSTEM Q) STUD CHART: -- 4" PLYWOOD WITH (3) WOOD WAINSCOT -- ANGELES XHU h SCREWS TO WALL; COVER WITH - 3�" 20 GA. TO 19' -6" c� PLASTIC LAMINATE -_ _-- - 4' 20 GA. TO 21'-0" ---- ----­----------­ - ................... . - 6" 20 GA. TO 29'-0„ 4 6" o - SEE A/E FOR ALTERNATE 1 0, PLYWOOD WITH PLASTIC �_6, -- ;. - (OR) ANGELES SS - LAMINATE COUNTER SUPPORTS, -`' 41 _6 ' � --- -- -_ - 3%" 25 GA. TO 15'-6" AT 4'-0" O.C. MIN. OR - —yam ---- ---- VAPOR BARRIER o� EQUALLY SPACED o 4 i s I � i we .N1 rn i 0 o IN. CL AL 4' - 0" 12' 0" - \t:j !`A\ I 'yM\a A �0_ art i �u ------- I s I V) 0 --1 0 __ _ _ __— _ _ _._ _1l _.--- __r � — — z Ll\— V I L--� I I '�. J C� C� U 1-0 Id P T z Q 0 U, U) �' r - _ - -- -- ----- ;0 - - 0CITY OF TIGARO --i0? _ -- ........................................ y v _..._. _.. .. . _._.. .__ —I Approved r Conditionally only th For w s ascribed in: ..•..�� �.( ): FERMI See ....... ....................( ): l IJ J Job A r fr1Z s Fdi Vete: g- r 72nd Ave #15t-) I•i l di? Q,C, F . /^ti I_ EiUP2002-00100, ME(�;2002-00 _ _ .�.r�wi -- ._. __... ...•........,..�"�tiMW:A41�► ,,,s .,,-. .._,q.� iacnNlw�Mew.,,u r�Tdr!cy�r�� NOTICE: IF THE PRINT OR TYPE ON ANY III I I III I I III III III ! I III III III ! I III III III I(I III III III I I III III III III III III III I I III I I ! I I l l l i III ' III' ! I I I III III III III III III I I I I I I III III ' I I I I I IMAGE IS NOT AS CLEAR AS THIS NOTICE, IT IS DUE TQ THE QUALITY OF THE N.36 ORIGINAL DOCUMENT II�II I:III IIIH-II Zil � E1Z ILZ 9Z Z t�,Z jEI Z IZZ I [Z � UIZ I8III NI I I 81[ Illljllil IIIIIIIII IIII IIII IIII IIII IIII IIII IIII IIII Illljllll IIIIjIIIIIIlIIl111�IIIIjIIII�IIIIjiIIIIIIIIjIIUWII ull.11ul u I � I II I�� �► l�lll L I I I hal ..:. '.:....., ., .- - .., .. .� -. � ,� :. :.. � +......—..+..�......+..w.ww+..w........•_«.-•«.......«.�__... ._+..�+ ....._...................,..._....._,..., ......,. ♦..... ..........._...._....... _...w....._..........,....�.._..,._..w..w._......-.-.+.—...._.«......... �-«w.-.....n..............._.M..+...—.._�._....rw..�...._�.«..—..._.., ...�........ mow... ...........,..... ....�.....,.r.—++.....-........._._.........«..�._.. - _- _ . 48" r-�--- � 42" 50 , _ _ _ 50 • 6" OFF WALL --- t YI'' 1�. OFFICE AREA F7 1 1 240" _—� 240" 12' — " ' 7 18 0" 1 0 0 _ 168" 19 2 I 56" CROSS TIES146" I 124" 128" \, I 102 of Q 80,, cr7 62" 64" = 321 - 6 44 4" OFF WALL 6„ i 00 RACK PROFILE IN RACK PROFILE IN 0 w 0 AREA ''A" AREA " B" Qf `t RIGHT HAND DIMENSIONS ARE TO cn w TOP OF LOAD BEAMS < B A 0(n j 0 ' 0 GENERAL NOTES___ _ RACK ELEMENTS MUST NOT BE CLOSER~ ' I THAN 3" TO ANY BUILDING COLUMN 240" LOAD BEAM DIMENSIONS 7 IN AREA " C„ 0 ' BAYS 1 ,2,3,4 BEAMS ARE 120" 1 80pl OTHER BEAMS IN AREA " B" AREA 96" T ALL, BEAMS IN AREA "A" ARE 93" ------- REMOVE LOAD BEAMS FOR TUNNELS, IN AREA A REMOVE 6" , 44 & 62 0 0 —____ ___ \. 4 IN AREA " S" REMOVE 64" 72nd. Ave #150. 1416 gUP2002-00100,MEC2002-00111 oc 5 of 7 Z c .S 0 ' 6" __- APPROVALS : RACK PROFILE IN 04 AREA " C' RlTlF, 12'—4" 12' t- FoTA�; OREGON ;/ PLEASE SIGN AND DATE j(p•/ 2 RACK�" w� = =_'"" 8104 PREEsTONE AVENUE ---= SANTA FE SF'RINCS, CA 90647 MATERIAL. HANDLING riVSTI MS (562) 698-2214 F _ RACKLAYOUT FOR. UPS LOGISTICS GROUP, INC, 14160 SW 72ND AVE BLDG E, STE 15� D ON1 TIGARD, OR 97224 DATE:03--04 --02 _ SCALE: 1�' -- 10 .. . '�a+�rwa�+w•+� - ids:^ NOTICE' IF THE PRINT OR LYPE ON ANY I I III 1 1 III III III 1 1 1 I L I I 1 I I III V I I I III III I I I II I I I III III I III III I I I I I I I III III III I I III III III III 1 1 11 III III I I III III ' III III III III III III III III VIII I ,'�( ! i IMAGE IS NOT AS CLEARAS THIS NOTICF, I I 11 I I Zl I I1 I_. I 14 16� I _ I I I-- I 181 1-1 IS DUE_ TO THE (QUALITY OF 1 HENo.3e ®< ••,•� �. WAW �, L_ DOCUMENI pig 81Z 8Z LZ 9Z �lZ 6Z EZ Z iZ OZ 8I Ell L [ 9l 9l b[ Eli 1t [ l6 8 1L 8 4 Lti ORIGINA �IIIIII IIIIIIIII�IIIII► III► IIII (►11111I ►IIII►►III�1711�II ►►I1111I Illll1 Illll11 I��� ���� ��uUlll ll�� ��u �llWlW1!11 �u 1111 114112421 VIII► ►I 1111111 I��IiIIIIIII�I 1. I I 4 1 7s 1 1'. -T El BOTH SIDES TYP. J-4 f B z z 0 z A 0 0 • El cp cy) 1 (*14 t=.07" L • • :s EC,_ A A V TYP t=.12" TYPE Al & A2 1/8 t=.09" TYPE 8 __T TYP 1,/8 1.5" El C T Nrl J., p E C B- 7/16"0 RIVET IT 7/16"0 RIVET - ASTM A354-79 rH'K=3/16" ASTM A354- 79 TH'K=3/16" BRACE TO COLUMN CONN . C2 4 PIN CONNECTOR 2 PIN CONNECTOR ------ ___. CCLUMN SECTION BEAM- SECTION TYP 00 TYP t-0.07" TIF BEAM Z 0 D M-i u 2 3/4" T r P. 0 18 u 4 �� t U-) NbZ 3/1 6 . 1 r 1, 0 30 i--:#— L 7 co� C�e ^A 6 Orr TH'K=3/8" TH'K=3/8" FY=36 KSI, FY=36 KSI. (ASTM A-36) (ASTM A-36) TH'K=3/8" FY=36 KSI. (ASTM A-36) t, TWO 1/2"0 ANCHOR BOLTS PER BASE PLATE ONE 112"0 ANCHOR PER BASE PLATE FOUR 112"0 ANCHOR BOLTS PER BASE PLATE 3 1/2" EMB., (SEE NOTE NO. 4) 3 1112" EMB., (SEE NOTE NO. 4) 3 1/2" EMB., (SEE NOTE NO. 4) BASE PLATE DETAIL TYPE Al & A2 BASE PLATE 48 DEEP TYPE B 99 99DEEP TYPE B 8 & BASE PL. DETAIL 9 TOP TIE @ RACK B NOTES: I -DESIGN OF STEEL STORAGE RACKS AS SHOWN BY THESE DRAWINGS AND CALCULATIONS ARE IN COMPLIANCE WITH THE REQUIREMENTS 93" OF' THE UNIFORM BUILDING CODE 1997 EDITION 2-STEEL FOR ALL SHAPES FY=50 KSI, ASTM A570-85 GR.50 'EXCEPT AS NOTED) 3-ALL WELDED CONSTRUCTION IN A SHOP OF AN ',"PROVED FABRICATOR ALL FRAMLS (E70XX ELECTRODES) 2* 4-WEDGE TYPE ANCHORS HILT! KWIK--II ICBG #4627 TOP TIE (NO SPECIAL INSPECTION REQUIRED) 5-CONCRETE SLAB 5" THICK 2000 PSI. SOIL BEARING CAPACITY 1000 PSF 3 6-STORAGE RACK CAPACITY3000 # ./ LEVEL _t TYPE Al, 5 TYP 5 TYP. 500 VLEVEL TYPE "B" '*UOO #/LEVEL TYPE A'. TYP 7-ALL RACK INSTALLATIONS AND RACKS MANUFACTURED ;N Cl,)NFORMITY 07 WITH THIS STANDARD SHALL DISPLAY IN ONE OR MORE CONSPICUOUS LOCATIONS A PERMANENT PLAQUE EACH NOT LESS THAN 50 SQUARE INCHES IN AREA SHOWING THE MAXIMUM PERMISSIBLE UNIT LOAD OF NOTE NO. 6 8-STORAGE RACKS SHALL BE INSTALLED WITH A MAXIMUM TOLERANCE FROM THF VERTICAL OF I " IN 10'-0" OF HEIGHT ,u 'A fQED pRor -CIN CD 18445PE 4, q :L'q OH 72nd Ave #150 14160 6l /2nd. MEC2002-001 11 6 of 7 1ATF RF-Vl'c;ION ENG'.INEERING 8 DESI N AND RA A TYP 3786 LA CRESCENTA A I'F' #204 GLENDALE CA, 91208 SCALL NONE DRAWN RY. kKH, DATE: 3-14 -02 PROJECT UPS LOGISTICS 14160 SW 72nd Ave., TIGARD, OR. "A 1 RACK 99A2to RACK SIDE VIEW TYPE B RACK PAt. [ ET RA(_'.1', DETAILS I ;ON 0 SHEFT i"J"D-6658 10F NOTICE- IF THE PRINT OR TYPE ON ANY 111-1 1 J! T I I I.[I I'l I I IMAGE IS NOT AS CLEAR AS THIS NOTICE, `71-1-774 L9 y 6 81 ITIS DUE TO THE QUALITY OF THE N11,36 Will ORIGINAL DOCUMENT 11 I III ►(11111►I II��II�II ��I�l���l�►11111111 11►►.1.111 ►(111(111 � � 71 1 (il t S [ L� lrn 1191 i Ti'ari I, �iiili i'I'l�Zlli 1-1-111 li I I 1 1 I l'i'l 131111110111111111 s �r I , cA F CG ( H ) JIL W --Pa i 12"a 14 1 No - + OFFSET DUCT _ DOWN TO 18 ,? >tq ABOVE GRID 800 • �2TU-1 "` " LO -1 E?-2 I Ua -ROUTE C) co TIGHT TOU STRUCTURE F" C V ire C�1 18-0 I I in 4 Q r �L r I l • � 1 4 oo i c i 4 . i i I N 0 _I x ' I � j h I I I I ' I- (E) UH-1 I I CITY RD APprQ1'ed------ -------- r Conditionally Approved.................... 1 or I ., PERMIT NO. See 6d in: � — T DGL 3/4- See tett Follow--__.___..-.-.._- — - m Attach__..._.._. ) y, --- - ----- -- Job Ad a './ O BY _ ._ gate I Mrl OUTSIDE AIR VENTILATION COMPLIANCE SCHEDULECQ 'K UNIT I Y_A'OJdI _WOM ARBA LOAD RBQUIRNMINT OCCUPANCY OU7WDS AIR .RP UIRRD CFL OUTSIDE AIR PROVIDED (CFdi') RNMARXS RTU-1 OFFICE -1_.100 SQ. FEET 20 CFI11 CCU_PANT 1 OCC 1OU SOFT. 220 CFM 220 CFM _ COMPLIES V� I Adapted frcri 1997 UBC - Tobie tiswon ~� UBC 1203. TKa outdoor ^i� flow Fate n'w) be determined on the basis of average ventilation occupancy load rovided the average ventilation Tl�n s Q r Uri �4 a occupancy loon uaod shc.0 .ijt be Ir5s ",hen one--half the minimum specified ;,I Section 1003.2 : I EQUIPMENT SCHEDULE: _ C TAG MFG. MODBI, # VO TAGN FUS COOLING HRA TING CFJU MIN. OSI WRIGHT RNMARXS LEGEND-�.___ ______.__ .__.--____ _ ____ _ 2 LA GAS METER —_ M1— — _. I TOTAL LOAD 270 NBTU RTU-1 !CARRIER 48TF009 4-TON 480 3 PH/13/20 47 MBTIJ 120 MBTU 1600 210 CFM 470 LBS. Q1 PRO1!EW AS=AM% AND Aft NOT TOTAL LENGTH 21!5' UH-1 EXISTING E'XISTING 120 VOLT - 200 MBTU - m (N) NIT STING TONNER.3Et) OR M�CR�TTFII EF-1 ACMEVQ1GO 120 VOLT - - 100 - - (R) RMACATIt � H VA � -- FLOOR PLAN SUPPLY t;RTL>"R EF-2 ACME _ — VQ 100 ,20 VOLT - - � _,DO - - � (11tBY) RBM01� ---- — -- - ----•- NOTES: � — CAD N0. 2720 1 114„ I ,-0„ RETURN cIRI1.I.R PROJ)tCT N0. i 762 (P PERMANENTLY LABELED FOR AREA SERVED O THERMOSTAT SHIRT' NO. — d NORTH ORTH m EXISTING TO REMAIN J 0 P.O.C. POINT OF CONNECTION } (3) COMMON VENT TO ROOF e D0FU9)It!R CONNYCTION 200-- CFM OUTPUT VTR VENT TO ROOF I 72nd Ave.#150, 14160 BUP2002-00100, MEC2002-0011; 7 of 7 I � .«. i� .,,r. .. .... �w.,n..n. ✓wNIrA�,/AdAM.Mt,Ne�,ol1�lrM�Mlaw..�F.,,.r...n.wnn .,. •.-.�.... .. ..r.�r.......� ....ram^-"'�.�.1..r`Nr.r......_..�w�iwr�',MIC*'IIM's, ,'7F.' - NOTICE IFTHEPRINTORTYPEONANY r1.1�11rIIIII1C1111111llll 1111III1111 i Illrlllll(T(TIT 1IIIIJill III111111I111IIIII111 111IIL1�!11I1 II111IIIII111I111 llilllf VIII 11111111IJIIMAGE IS NOT AS CLEAR AS THIS NOTICE.. � -�II _ II._4�_ 51 6L �L �1._-_ I ITIS D'UL TO THE QUALITY OF THE N-,r S­fmr- , ORIGINAL DOCUMENT 1b 8Z 8Z 11f1 9Z 6Z'6L Z - t1 U1Z 6I I Gt e[ -9i� 6�i 211 Zai l(i �1 B i� IL 4[ lQ 1b — Z TT�Yl3M II 1111 111111 jj111�11111111111 IIIIIII►III1l II[g lilllLU 111II 1� jJj1d1 I l ll �< <, V I I IIIII IIIII'�IIII II�ill1111 1L111�1.1« I N