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Plans TENANT IMPROVEMENT for BUILDING INFORMATION * ** TENANT INFORMATION . , 4 OWNER: PACIFIC REALTY ASSOCIATES, L.P. TENANT: PERFORMANCE SYSTEMS O 4 PERFORMANCE SYSTEMS 15350 SW SEQUOIA PKWY #300 I TIN W. HANSON 'C� PORTLAND, ORE 97224 OCCUPANCY: B /S -2 INTEGRATION CORPORATION `� _— (503) 624 -6300 (PHONE) FLOOR AREA: 6,348 SF TOTAL - (503) 624 -7755 (FAX) C L�ICKAMAS, OREGON 3,741 SF OFFICE / 100 = 27.41 OCC. PROJECT NARRATIVE BLDG. #: PBC BLDG. H (pbc198) 2,607 SF / 500 = 5.21 OCC. , y1� � � � PROJECT CONSISTS OF TENANT IMPROVEMENT WORK TO 6,348 SF OF EXISTING OFFICE/WAREHOUSE CONST. TYPE.: V -B, FULLY TOTAL OCCUPANT LOAD = 32.62 = 33 OCCUPANTS ff OF O SPACE. WORK SHALL INCLUDE BUT NOT BE LIMITED TO DRYWALUMETAL STUDS, DOORS /FRAMES AND SPRINKLED SW 2ND AVENUE PROJECT #06110 PAINTING. ALL WORK TO MEET ADA REQUIREMENTS. • -- r , II WORK INCLUDED BUT PERFORMED UNDER SEP. PERMIT 1 `1LI ri:: _ . I a �1 W !' �+ _ r ti i E~ FIRE PROTECTION SPRINKLERING I I lHM O I ° o M a HEATING, VENTILATION & AIR CONDITIONING WORK � 00 1 T Q U ELECTRICAL WORK, BOTH LINE VOLTAGE AND LOW VOLTAGE r, P!P I L � . �� _, J -;-ii I24 ¶ Q 01 GENERAL DATA \ � M r T - I � I , ' c 1. ALL CONSTRUCTION WORK SHALL BE DONE IN COMPLIANCE WITH THE LATEST EDITION OF THE INTERNATIONAL BUILDING O / I C d Z '"-' a1 F CODE AS AMENDED BY THE STATE OF OREGON AND ALL OTHER STATE OR LOCAL CODE REQUIREMENTS THAT APPLY. ` = R! O in ryl 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN ON DRAWINGS AND AT THE EXISTING BUILDING AND o c ♦ i N Q 49 NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO STARTING THE WORK. Q N Q ., _ , 3. CONTRACTOR AND ALL SUBCONTRACTORS SHALL PERFORM DUE DILIGENCE INSPECTION OF ALL EXISTING CONDITIONS 4 Q �� PRIOR TO SUBMITTAL OF A PROPOSAL. SUBMITTAL OF A PROPOSAL SHALL BE CONSIDERED CONFIRMATION THAT SUCH �� l--i C/J a M M INSPECTION HAS BEEN MADE, AND NO FURTHER COMPENSATION SHALL BE DUE THE CONTRACTOR FOR CLAIMS ARISING AS A QJ � o BUILDING O H O O RESULT OF FAILURE TO PERFORM SUCH INSPECTION. � � `I LOCA Q' O EL a(- Q A 4. FURNISH ALL NEW MATERIALS EXCEPT WHERE SPECIFICALLY NOTED OTHERWISE. 9 5, THE CONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADES. 1 LOCATION MAP TOTBGI 4 II tio9y �T Z 6. CONTRACTOR SHALL KEEP THE AREA OF WORK FREE OF GARBAGE AND DEBRIS ON A DAILY BASIS INCLUDING DOCK ACCESS Z /, AREAS. FLOORS TO BE SWEPT OR VACUUMED DAILY. A -1 NOT TO SCALE • ( O 7. STORAGE AND STAGING OF CONSTRUCTION MATERIALS SALL BE LIMIETD TO AREAS AS DESIGNATED AT PRE - CONSTRUCTION * ** MEETING. UNDER NO CIRCUMSTANCES SHALL BUILDING UTILITY AREAS OR ANY OTHER COMMON BUILDING AREAS BE USED SEE BUILDING PLAN A -3 FOR NON - SEPARATED USES g FOR ANY STORAGE. • C — ' 8. CONTRACTOR SHALL KEEP THE ROOF FREE OF DEBRIS (I.E. NAILS, SCREWS) AT ALL TIMES. O 9. ALL DIMENSIONS ARE TO FACE OF SHEET ROCK UNLESS OTHERWISE NOTED. C r � W 10. CONFIRM SIZES OF ALL OPENINGS REQUIRED FOR THE INSTALLATION OF ALL STRUCTURAL, MECHANICAL, ELECTRICAL AND DEFE�D I r U PLUMBING WORK PRIOR TO FRAMING OR CUTTING FOR INSTALLATION. Fire Sprinkler jx,,;� w v ci 5 N 11. LEAVE THE PROJECT CLEAN AND READY FOR OCCUPANCY BY THE TENANT. Fife Mann Z Z W cq 12. PROVIDE RECORD DRAWINGS OF THE WORK AT THE CONCLUSION OF CONSTRUCTION. RECORD DRAWINGS MAY BE IN THE l'M1u• '—' d FORM OF TWO MARKED -UP COPIES OF CONSTRUCTION DOCUMENTS. DELIVER RECORD DRAWINGS TO PACTRUST. n H 0 Electrical M g ^/ 1 13. IT IS THE INTENT OF THE CONTRACT DOCUMENTS THAT THE CONTRACTOR PROVIDES A COMPLETE, FUNCTIONING PROJECT Truss Engineering . 0 O Q Z INCLUDING ALL GENERAL, MECHANICAL AND ELECTRICAL CONSTRUCTION REQUIRED TO FULFILL THAT INTENT. ALL ITEMS REQUIRED SHALL BE FURNISHED AND INSTALLED, REGARDLESS OF WHETHER OR NOT SHOWN ON THE DRAWINGS. Shop ,..... 4-1 �T � a O FMK* W V] 14. ITEMS OR WORK NOT TO BE FURNISHED OR ACCOMPLISHED BY THE CONTRACTOR ARE NOTED "N.I.C. ". , FFF� H U N 15. "ALIGN" AS USED IN THESE DOCUMENTS, MEANS TO ALIGN THE FINISHED FACE OF ELEMENTS IN THE SAME PLANE, EITHER .. � I,- a N O IMMEDIATELY ADJACENT TO ONE ANOTHER OR ACROSS AN OPENING. 16. DO NOT DISASSEMBLE SETS OF CONSTRUCTION DRAWINGS. DRAWINGS ARE INTERRELATED. / ITY OF TIGARD REVISION 17. THE CONTRACTOR SHALL SUBMIT COMPLETE SHOP DRAWINGS FOR MILLWORK, SPECIAL SYSTEMS, AND MECHANICAL, Approved -V.Y 1 " - r Y ELECTRICAL AND PLUMBING SYSTEMS (INCLUDING FIRE PROTECTION SYSTEMS) WHEN REQUIRED BY PACTRUST. SUBMIT A Conditionally Approved ( ) 1 OFFICE COPY MINIMUM OF TWO COPIES OF ALL SHOP DRAWINGS FOR REVIEW AND APPROVAL. ONE COPY WILL BE RETAINED BY PACTRUST For only the wo k.a deS rib d ' 2• AND ONE COPY WILL BE RETURNED TO THE CONTRACTOR. g PERMIT NO.� 18. THE DESIGN OF FIRE PROTECTION SYSTEMS IS THE RESPONSIBILITY OF THE FIRE PROTECTION SYSTEMS CONTRACTOR. ALL See Letter to: Follow ( I DATE: 3/28/06 FIRE PROTECTION SYSTEMS SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER LICENSED BY THE APPROPRIATE At! Tee JURISDICTION FOR THE DESIGN OF THIS TYPE OF SYSTEM. COORDINATE INTERFACE WITH EXISTING BUILDING SYSTEMS AND Job Address: �� t3URl�A� ^". PERMIT /BID SET WITH BUILDING OWNER. THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION SEQUENCING WITH THE BUILDING OWNER (ay :i3VAILDIAL A(J! 2:11 h _ AND SCHEDULE ALL SERVICE INTERRUPTIONS OUTSIDE NORMAL BUSINESS HOURS TO MINIMIZE INCONVENIENCE TO CURRENT TENANTS. BUILDING DEPARTMENT USE A— 1 T/2" 24 GA METAL STUDS AT 10' 0" O.C. �� " K, • TO O BLDG. STRUCTURE ABOVE FOR , ` WALLS LONGER THAN 12' -0" `\\ \\ WITHOUT INTERSECTING WALLS � 3 , \ \ ATTACH STUD TRACK MARTIN W. HANSON C A-2 \ \ BLOCKING TYP. 9 FASTENING POINTS DIRECTLY TO GRID a CI EXISTING SUSPENDED CEILING \\ / CLAC i , OREGON - SPACER \ SUSPENDED CLG R400 ¶S -4B RECESSED `� �" ASSEMBLY g REVEAL HEADER i ��� �$ "SHADOW- MAKER" SYSTEM IS — � i AN ACCEPTABLE ALTERNATE — I - \ , - - -- - ���, OF O \ i �...... PROJECT #06110 � 3-5/8" MTL. STUDS g 24" O.G. II �' E- / / 5/8" GYP. BRD. BOTH SIDES ^ "" U e CENTER LINE OF STUD RACO TOP TRACK w/ RACO 20 GA 3 5 /S" METAL STUD BRACING H F- °' 1A BLACK REVEAL, TYP EA SIDE TO ROOF STRUCTURE AT S' -0" '"" °o a \ / "SHADOW- MAKER" SYSTEM IS OC W/ (2) SHEET METAL o °O , W vI� AN ACCEPTABLE ALTERNATE SCREWS AT EACH END. BRACING - 124 > a V TO BE PROVIDED WHERE DISTANCE d p BETWEEN PERPENDICULAR INTERSECTING WALLS OR HORIZONTAL BRACING O a N a 4 RUBBER BASE - TYP. BETWEEN WALLS EXCEEDS 5' -0" OG cA < p ATTACH BOTTOM TRACK TO FLOOR WITH O ; o ( / POWDER DRIVEN ANCHORS AT 24" O.C. r�'C'', Q Q FINISH FLOOR W > - - z 1- 1 41/81 H -1 up a o 1 TYPICAL WALL SECTION 3 WALL TO SUSPENDED CEILING x ° [. a Q M O A -2 SCALE 1" = 1-0 A -2 3" = " . a a w 4 / " ' " SCALE 3 - 1 -0 � 3 -1/2" 24 GA METAL STUDS AT 10' -0" O.G. RACO HEAD TO BLDG. STRUCTURE ABOVE FOR WALLS LONGER THAN 12' -0" I 'Z WITHOUT INTERSECTING WALLS - ;n cz I I 0 ��-I O \ R -11 BATT INSULATION 4' CENTERED OVER WALL w " 6" A-2 0 •0 �' " � ,� BLOCKING TYP. 9 FASTENING POINTS ��1 —4- - 2' -0" v ° LITE KIT WHERE SPECIFIED O W � fI g 1 t .. ∎ " EXISTING SUSPENED CEILING FOR ALL NEW ANp PROVIE HG SIGNAGE C1 H ‚ II, RACO ' S -4B RECESSED W EXISTING HG MR'S REVEAL HEADER 2 KROY "2835207 BLACK (MEN) w (-4) U �= "SHADOW- MAKER" SYSTEM IS I I / KROY 0 2835209 BLACK (WOMEN) AN ACCEPTABLE ALTERNATE o • O / W N =i 3 -1/2" BATT INSUL. Q I-6, - O - F+ 0 Z 0 MEN 4..1 d �� •� O 0 I ADDITIONAL SWITCH [� Q • 3-5/8" MTL. STUDS a 24" O.C. w GANG LOCAtIO \I H Q 5/8" GYP. BRD. BOTH SIDES 0 0 _,_g c.) 4 F 61 CENTER LINE OF STUD z U \ - ii z - __I z d M rz a 0 I apa w I \ OULERICAL v il 3-1/2" BATT INSUL. IN SOUND ATTENUATION WALLS w REVISION Mr4 r. • OR J BOX O z Lag 4" RUBBER BASE -TYP. = 0 a w o aj',, ATTACH BOTTOM TRACK T F LOOR WITH 1 \ I — 0 , _ ~ 1. �� POWDER DRIVEN ANCHORS AT 24" O.C. 1 UNDERCUT DOOR A = - - �� FINISH FLOOR 9 REQUIRED TO CLEAR FLOOR FINISH co En -I- ' 0 2. m l �•i DATE: 3/28/06 4 7/S . WALL SECTION W/ SOUND INSUL. 4 MOUNTING HEIGHTS PERMIT /BID SET C SCALE 1" = 1' -0 " - SCALE 1/2" = l' -0" A -2 / �,� I' -m" � � / . f f P -LAM TRANSACTION COUNTER RTIN W. HANSON ....' CLACKAAAS, OREGON CP TS-45 RECESSED 0 (2 (3 �� � l 1 �`J ® 8nlv REVEAL HEADER 1�� ��� y � _ / OF O 20' -0" 20/-0" 1 e .4'. m '5' f 10 NOM. — � - 0 A F — � 1 7324 I� -I 1 i L�' 1 � I- 1 = 3-5/8" MTL. STUDS 24" O.G. (.2) p 5/8" GYP. BRD. BOTH SIDES U Z " CENTER LINE OF STUD PROJECT #06110 z a I II' E� \\\\ o [1v,L1 ( � AI ' B 2 "x2 "x1/4" T.S. ON (2) I/2 "x6 "x3 /8" PLATE W/ (2) 1/2" PARABOLTS V rn W \ IP ' ° _ I MID WALL AND FEE STANDING 0. ill 7 ENDS ON 6' 0" O.C. (4'-0" O.C. d '° Q L— 2s Non. ON TRANS. WALLS) Z x ' - ' CE a Tv - [ I — 7 d x Q _ m - - I 4" RUBBER B AS E TYP. Z C7 B O MI I B o 'n MI l = I_ Q Fr x ap Q w I FINISH FLOOR !J I N N \ r la . SZ % TRANSACTION COUNTER SECTION ° E - . 3 1 � SCALE 1" = 1' - 0" . a u. i a x .., w ' , II S2 IIIIIIIIIII'i i Eli SZ / � �7 `` I EXISTING WINDOW WALL C/D 0 i I V MULLION - ACTUAL SHAPE HI I AND SIZE MAY VARY FROM - EXTRUSION SHOWN NEW DRIVE -IN RAMP SEE ATTACHED STRUCTURAL C W / \ DRAWINGS d CALCS. >"..1 Jl I EXISTING GLAZING z u U O W U IJ 7 C N J AREA OF WORK � (� �' w N o /..1 Q a y H 0 3/16" x I" SLACK FOAM XI BUILDING PLAN tki� INSULATION TAPE 0+ 'c;) SCALE 1" = 20' - 0" /P O O 3 a NON - SEPARATED USES CALCULATION I F � U CONST. TYPE.: V -B EXISTING WINDOW SILL W �J•i a Q THIS BUILDING HOUSES THREE SEPERATE TENANTS INCLUDING THIS TENANT. THE EXISTING BUILDING IS A SINGLE STORY BUILDING OF 21,180 SF AND IS FULLY SPRINKLERED. THERE IS FRONTAGE ON ALL FOUR T 'T�T SIDES OF AT LEAST 40 FEET. V 1 1 • ACTUAL BUILDING AREA TOTALS . RACO TRACK CENTER ON WINDOW MULLION 1, B OCCUPANCY = 14,505 SF T OCCUPANCY = 6,675 SF SMO OTH F IN. GYP SD. OVER METAL STUDS 2 ' TOTAL 21,180 SF Q LL MIXED OCCUPANCY - NON - SEPERATED USES. (IBC 302.3.1) I DATE: 3/2g /OV ALLOWABLE AREA (USE B AS MOST RESTRICTIVE) . S -2 13,000 SF + (75 % INCREASE FOR FRONTAGE) + (300% INCREASE FOR SPRINKLERING) = 61,750 SF WALL CLOSURE AT MULLION PERMIT /BID SET <B 9,000 SF + (75% INCREASE FOR FRONTAGE) + (300% INCREASE FOR SPRINKLERING) = 42,750 SF> 42,750 SF > 21,180 SF; NON - SEPARATED USES ALLOWED A- SCALE 3" = 1' -0" A-3 \ . . v I 12' -13/4" 20' -3 1/4" _ • 013 14/Pee$fr � CIRC. ® ®w ®v 0 U — — -- — ; RTIN HANSON . r) 11171 ID 2 I CLAC ' r. , OREGON 7%., IU & 11161 LC A (& Ph w ? OFFICE :&1-"" OF O y 11141 m 11151 - PROJECT #06110 13' -3" - s ' C o o 6 f3 b� � fl v - - - - - r _ CPA IPA O ; � f � , ?j � + x O Li Z OFFICE 1 �' I ALIGN LAN/SERVER ® ' , O � / / f [/ V It OFFICE OFFICE J ■ ; � 11131 O x m ; ® •.J ! II ,5 _ , I106I I107I Q \ Al N •�•-© O JAIA// Z awn 3 1 i i • O O p-, N x a L i i C, I- r \ ® 0 1�1 = WAREHOUSE = O O M iv ® O W / / AL ICs� o � 10' -4 3/4" 5' -0" I V 1,1.1 d Q 4 4 '— to 'Q , �Q �� n �l C F�1 v) '- O o NET 42" AFF z ,�'1 C , F� O H �� r� OPEN OFFICE = BREAK F� a -tt 61 II 1101 Q 1 , [1111 � O �w Q _ o ___________,____,-- 4 1 2" WIDE P. LAM. o - - IJ TRANSACTION TOP 0 of ® r \ NET3A CENTER ON WALL FF I I CIRC. I CA CD __ °[ Q �� X1081 CONSTRUCTION LEGEND N o r y ' � �1 ' U ' 1 EXISTING TO REMAIN HI g c„,,,,4 '_ J J U M E N ® NEW STANDARD WALL et H i�o ® ® NEW STANDARD WALL WITH INS. Z o. 7 - OFFICE OFFICE OFFICE WOMEN I O` ® W O U n 11031 0_ 11041 11051 - 1 L _ � DUPLEX RECEPTACLE a@ SPECIAL OUTLET C..) up N _z, ___,// � u ... FOURPLEX RECEPTACLE • TEL /DATA MUD RING WITH PULL STRING Z Z w O z t; „ � n ® m D O O ® °,Q DEDICATED OUTLET ® ELECTRICAL PANEL . p4 f• fx O (i) V EXISTING ELECTRICAL TO REMAIN ® J -BOX - ABOVE CEILING FOR H ( 1 I I POWER /DATA POLE TO SYSTEMS 7■ FLOOR MONUMENT W/ SERVICES FURNITURE O ( g (/) Q Q CONSTRUCT I ON NOTES: SHOWN ww x 3 �a J -BOX - IN WALL FOR POWER /DATA U E_,_,I U SEE CONSTRUCTION LEGEND THIS SHEET. 2O BUILDING STANDARD RELITE TO MATCH EXISTING ® THERMOSTAT PIG - TAIL CONNECTION TO SYSTEMS a W Q N o FURNITURE a a r a WHERE LIGHTS / HVAC GRILLE RELOCATION IS REQUIRED O PROVIDE 4' x 8' PLYWOOD PANEL AT LOCATION TO Ali TYPICAL MOUNTING HEIGHTS -MOVE EXISTING FIRE PROTECTION SPRINKLER HEAD AS BE DIRECTED BY TENANT W/ QUAD POWER le FIRE EXTINGUISHER IN RECESSED CAB. REVISION NECESSARY. RECEPTACLE SERVED BY DEDICATED CIRCUIT 0 BUILDING STANDARD DOOR / FRAME / HARDWARE FROM O P -2 ACCENT PAING THIS WALL -ALL OTHER WALLS 1. LANDLORD STOCKPILE. CLEAN AND RENOVATE AS SCHEDULED TO BE PAINTED ARE P -I 2. NECESSARY FOR APPEARANCE TO MATCH EXISTING AND IN GOOD WORKING ORDER ALL OTHER DOORS/FRAMES ARE 05 REMOVE CARPET THIS ROOM AND PREP FOR VCT EXISTING TO REMAIN UN.O. DATE: 3/28/06 PERMIT /BID SET PARTITION AND POWER PLAN PROJECT MI NORTH - - SCALE 1 "= 10' -0" '1,4w' c° 4 */$ 0 ":" • MARTIN W. HANSON i-- t CLA C , OREGON I �' OF p0 1 I' l ) i, �'� r'� PROJECT #06110 / / R EL Y � ' N 1 1 - ,, , I 1 l..y„ - REL / II ,I I ' EU IIREL I 1RELI - i I - E. o . N r I 1 - F - --a - It O, W 3 ra. 0 — _ 1 - • = I I L (� - -1REL IREI N� x ^ = - -- ' L-! -1 - ' - _ - —o -- - -- - - -- a mt a REL 1 IRE L( i Z N - REL I I, R 1 x a RE _ ' I 1 - Ii `;I I' \, `I I z p °` o , Z I- ,24 • / 11 � _ � ■ 1� �r - -� � _ � x C/ � r-- 0 \/ _ \ — > \ : IREU L 1 , 1�, "� • V _ i / I �� ' :'� ^ =i , � I: RE LY I N N nr Rai TREE RELY == s ' 1 - Ui � c*' m sirs, I I �T 1 • M a 1 ' �. � � , � = �;�I �� a w Q 1 1 — ._. L � 1 -d. / I � I — — i • / i 1 RE! 1 �I e N1�1 '1 l'1 I_�I I = - e JI f'= V� I- '_,_i� - — - - CIO 0 I - — -, U ', E g L I W / v' /\ I • I • i I C EILING LEGEND w 0 C.....) 2 X 4 FLUOR. FIXTURE .: PARABOLIC LENSE F—+ N > ' r_ , j bg] jd - r41:1 1 i 2 X 4 FLUOR. FIXTURE 0 _ I I I i` ►Oli H ` PARABOLIC LENSE /STEADY BURN BALLIST 0 • h I ',� ^ _ . \ V , , I � - ,q:, RECESSED INCANDESCENT LIGHT ON RHEOSTAT TYP. p ( ) 0 C g C/] Q Z � A I� \ i i v v1 _ 1 / A II II/ - -s„ , vI > -�,. �, » t 1 • _ SUPPLY DIFFUSER U w u o - - I I1 IN U N P4 — — — — — <:, — — RETURN DUCT < l- 4 d ,-� O Lim I I c ...., ® EXHAUST FAN REVISION T T a a i RELNERELOCATED TILE • SPRINKLER HEAD REVISION (`) \_ e EXIT SIGN (LED RED) 1. (gg HORN /STROBE FIRE ALARM 2. O SMOKE DETECTOR DATE: 3/28/06 PARTITION AND POWER PLAN PROJECT T =I� PERMIT /BID SET SCALE 1 "= 10' -0" A. A -5 44 `'(.,�j . A `r � FINISH SCHEDULE - M.RTIN . HANSON C� t CLAC ' ' , OREGON WALLS CLC O RM* NAME FLR BASE NORTH EAST SOUTH WEST CEILING NT REMARKS 1.T� OF 0 ��� 1 L 101 OPEN OFFICE (E) LP 4" RF (E/N) GWB /P (E) WW PGWB -- (E) GWB (E) SAT 9' -0" -- PROJECT #06110 102 OFFICE - ETR AS -IS — I 9 -0 -- 103 OFFICE — ETR "AS -IS" • - i 9' -0" -- F 104 OFFICE ETR "AS -IS" • 9' -0" -- H I- 105 OFFICE - ETR "AS -IS" • — 9' -0" - - o IX 106 OFFICE (E) LP 4" RF (E) GWB /P (E) LW) (E) GWB /P (E) WW PGWB PGWB (E) SAT 9' -0" -- V 4t O1 W O. 101 OFFICE (E) LP 4" RF PGWB (E) GWB /P (E) WW PGWB PGWB (E) SAT 9' -0" -- <t 3 « 0 108 CIRC. — ETR "AS -IS" - 9' -0" -- a N ry 10 9 WOMEN — ETR "A5 -IS" 9' -0" -- O A d x a 110 MEN ETR "AS -IS" i 9' -0" -- x O � o W Q F 111 BREAK ETR "AS -IS" 9' -0" -- d Q , Q 112 LAN /SERVER VCT 4" RC PGWB PGWB (E) GWB /P PGWB (E) SAT 9' -0" - - z "' Z 2 2 p ,-----. = W 113 OFFICE (E) LP 4" RF (E/N) GWB /P PGWB PGWB PGWB (E) SAT 9' -0" -- F+ ' 0 2 114 OFFICE (E) LP 4" RF (E) GWB /P (E) WW PGWB PGWB PGWB (E) SAT 9' -0" -- o te 0. 115 ,� tSP4i LP 4" RF PGWB (E) GWB /P (E) GWB /P PGWB (E) SAT 9' -0" -- n as a41-, 4 116 CIRC. (E) LP 4" RF PGWB - - PGWB - - (E) SAT 9' -0" -- I11 CIRC. (E) LP 4" RF PGWB (E) WW (E) GWB /P -- PGWB (E) SAT 9' -0" -- Z 118 WAREHOUSE - ETR "AS -IS" • - 20' -0" - - C/1 O W g FINISH LEGEND FINISH MATERIALS O W LP LOOP PILE CARPET VINYL COMPOSITION TILE: VCT VINYL COMPOSITION TILE VCT: ARMSTRONG EXCELON, #51911 "CLASSIC WHITE" -12 "x 12" x 1/8" V W SV SHEET VINYL BASE: W O (, PGWB PAINTED GYPSUM WALL BOARD RF: MATCH EXISTING AT ALL CARPET AREAS. ALL RESILIENT FLAT BASE TO Cl) /P PAINTED BE CONTINUOUS ROLLS, NOT 4' LENGTHS! Z r W N F-i WW WINDOW WALL RC: MATCH EXISTING AT ALL HARD SURFACE AREAS. ALL RESILIENT COVE BASE TO BE CONTINUOUS ROLLS, NOT 4' LENGTHS! ∎ O SAT SUSPENDED ACOUST. TILE 2X2 WBC WALL BOARD CEILING - PAINTED PAINT: - " O PT -1: MILLER, #8721W "CLAY BEIGE" -SATIN LATEX. RF RUBBER BASE (FLAT) PT -2: MILLER, #8724M "MEADOWLARK" -SATIN LATEX. 0 O T Q RC RUBBER BASE (COVED) (E) EXISTNG LAMINATE: U (N) NEW PL -1: NEVAMAR, S2110T "BASIC TEXTURED" -AT ALL FACES Q N w (E /N) EXISTING AND NEW PL -2: WILSONART, 4669 -60 "NATURAL TIGRIS" - COUNTER, B.S. AND SELF -EDGE. cPA a P 0 ETR EXISTING TO REMAIN CONTRACTOR TO MODIFY EXISTING OR PROVIDE NEW BUILDING STANDARD VERTICAL BLINDS W/ 3" VANES AT ALL EXTERIOR GLASS. IF 12' RUN OR LESS, STACK TO ONE SIDE. IF REVISION GREATER THAN 12', STACK 1/2 TO EACH SIDE. 1. 2. DATE: 3/28/06 PERMIT /BID SET A -6 STRUCTURAL CALCULATIONS FOR PERFORMANCE SYSTEMS PORTLAND, OREGON -- LOADING DOCK RAMP -- PROFF \5 , � ��ED Sf 12,187 �: so, OREGON �� ✓GAY 75. ye 0 yN . NOR EXPIRES: 12 / 31 / 0 �k 10 a P Dg GM �ov ed �� aye 3 �. Pp p 5� �y Contents Detail A DI Contact Person: John E Nordling, PE Calculations C l - C3 NORDLING Proj. No.: 06 -109 4 STRUCTURAL PERFORMANCE IN T RAMP 4410 4 c kJ, ENGINEERS, LLC A.J. WEBER CONSTRUCTION 6775 SW 111th, Suite 200 Beaverton OR, 97008 Date: MAR 2006 By: JEN Sheet No.: COVER 4" psi iva .. 4 C*PO�Y eM 5 cr V a-1 ". r3,0.T 1 VA I . M .. 1 _ j 36" r,, , ' , __ , . _ * Dock. b.,,,„, • - ,�� 1_j G (',,,c, J1 6. _ . - - / I C - -.. .. --'- C � / 7 �J -- `lam �.0 . f °hcr e = .O'c = 35OQ PsE K e i r, d'.. G -.___14.4 4 0 _!x • r. _ - ,•.,L (W< ‘� �.. GOAKDKAIt- fig-OD . . . ( (27 � .4 COd'JTIIJ v. • . . '�F -iHW env G�4 EAYf y �. C) . S r COIAPA.CT - 'AUO F1 SIT 4- I- .D -- • C Z c • -�l a 4 4 e.12' o (2)wu - ( 1 1 ./ r : . ,�T� c6co,c N. • 5 � ���D PROile E R O 3 .. � 1 t 1ST. PMe.mGUT �� � ( .1 3 ) C ) .: ■ OREGON • // r' ® q A464 r f cso 14 a /4-7 oi.) . . -0 , 5 • ,_, . yN E NORO� • - • • • EXPIRES: 12 / 31 / - Illrf� NORDLING Proj. No.: 06 -109 PERFORMANCE SYSTEMS STRUCTURAL DRIVE IN RAMP ,_ 'c "' A.J. WEBER CONSTRUCTION ,� � ENGINEERS, LLC 6775 SW I I Ith, Suite 200 - Beaverton OR. 97008 Date: MAR 2006 By: JEN Sheet No.: t) .. . • • 4" 12,4 Iva . c - . 1000 111911 ------ 11---fal 1 34~ / I " 11-111,6-1 _ - . e .. .. _ _ ... _ . . - - - - - - - - - - - - - - , 0 b' c"5 tor ‘, io" Duck, ■ __________ l - _ _ -- __ - _ i- 1 _ _it ---2------- - A 6 (,..,c. 5tpa#:4 — . i--- -- 50 P s .Z \ _e_ye. Vik" CrruA \-A4A-YA ke 1 . • .4./ ■%-.4\-'h-,..3 7- 3° - CAILIDCLAIL rt • • . r1/5)0 4" ' '41 A - .%0"‘E• H 2 „. -. . • - - • CO 0 4 coi-mts- . . • _ 1 r • 'PEW , ..v.■-te 1' 5 . c5-- ------- tla. ox- A L.g.----- - — 1 . c co,-,p,..c-1- ,„...:, ,.-,7 • 6 iv. .-....., c o.ziry lc , v 77,0,%, 4 n 4 e a' ol.. (z)v.to (..)64C•h• -r- c....------■* $ : - - A \ likre t■ IAr Q. ‘A > 7 ) — r ; --= . . ; C-. 1 sT . , .F.Avc;ir.s..rt - . . el l i SX k ) -..., NORDLING Proj. No.: 06-109 , . . STRUCTURAL PERFORMANCE SYSTEMS DRIVE IN RAMP ENGINEERS, LLC A.J. WEBER CONSTRUCTION • 6775 SW 111th, Suite 200 Beaverton OR, 97008 Date: MAR 2006 By: JEN Sheet No.: C° \ CANTILEVERED RETAINING WALL DESIGN . PERFORMANCE SYSTEMS - RAMP WALL & FOOTING DATA VERTICAL LOADS LATERAL LOADS Retained Height = 4.00 Axial DL on Stem = IOf Lateral Load Acting on Wall Ht. above Soil = 0.80 Axial DL on Stem = Of Stem Above Soil = 0.CW Toe Width = 0.00 ....Eccentricity = 0.00 Add'I Lateral Load = 0.Q11If Heel Width = 2.6T Surcharge over Toe = Op If Dist to Load Start = 0.00 Total Footing Width = 2.61/ Surcharge over Heel = Off Dist to Load End = 0.00 Footing Thickness = 10.00 Note: Toe Surcharge Resists Overturning Key Depth = 0.00 Note: Heel Surcharge Resists Overturning Key Width = 0.00 SOIL DATA ADJACENT FOOTING Toe to Key Dist. = 0.00 Allowable Bearing = 150@f Vertical Load = 0L SLIDING CHECK Active Lateral = 30I1f Load Eccentricity = 0.00 Ftg /Soil Friction = 0.30 Max Press. = Op If Footing Width = 0.00 Soil to Neglect = 0.00 Slope Press. = Olftf Ftg. CL to Wall = 0.00 Lateral Pressure = 350 Backfill Slope = 0:0 Vert. Position of Ftg. - Passive Pressure = 68 Passive Press. = 1800f ...Above /Below:[ +I-) = Off) - Friction = 514 Soil Density = 1200f Spread Footing ? No Add'I Force Required = 0L Soil Ht over Toe = 0.00 SUMMARY FOOTING DESIGN Pressure @ Toe = 1203p3f Soil Press. Mult. Toe Heel f'c = 30QGi Pressure @ Heel = 79af By ACI Eq 9 -1= 1685 1 'k$f Fy = 4001j1ei Allowable Press. = 15Qf3f Mu- Upward = 0 129&# Min. As Percent = 0.0012 Ecc. of resultant = 4.66 Mu- Downward= 0 199.# Omit SP Under Heel ? No Max. Shear @ Toe = O.Qti Mu- Design = 0 -738# Toe Heel Max. Shear @ Heel = -4.i One -Way Shear: # 4 @ 0.00 22.22 in o/c Allow. Ftg Shear = 93.13ti Actual = 0.0 401i # 5 @ 0.00 34.44 in o/c Factors of Safety: Allowable = 0.0 930W # 6 @ 0.00 48.00 in o/c Overturning = 3.88 Cover over Reber 3.50 2.56 # 7 @ 0.00 48.00 in o/c Sliding = 1.64 'd' = 6.50 7.50 # 8 @ 0.00 48.00 in o/c Ru = Mu/bd "2 = 0.0 14prki # 9 @ 0.00 48.00 in o/c SUMMARY OF FORCES & MOMENTS Overturning Moments Resisting Moments Origin of Force... # ft ft -# # ft ft -# Active Soil Press. = 350.4 1.61 564.6 0 0 Q._ Soil .over Heel = 0 0 0 1041.6 1.59 1650:9_ Soil over Toe = -10.4 0.28 -2.9 0.0 0.00 0.0 Sloped Soil @ Heel = 0 0 0 0.0 0.00 0 :0 _..Adjacent Ftg. Load = 0.0 0.00 0.0 0.0 0.00 _0.0: Surcharge Over Heel = 0 0 0 0.0 0.00 0.0 Surcharge over Toe = 0.0 0.00 0.0 0.0 0.00 0A _-Axial Load on Wall = 0 0 0 0.0 0.00 - 0.01_ Load @ Proj. Wall = 0.0 0.00 0.0 0 0 0 Averaged Stem Wts. = 0 0 0 337.5 0.25 84.E Added Lateral Load = 0.0 0.00 0.0 0 0 - 0 Footing Weight = 0 0 0 333.7 1.34 445.6 Key Weight = 0 0 0 0.0 0.00 0.0 Vertical Component of Active Pressure 0 0 0 0.0 0.00 0.0 Totals = 340#0 561 f8# 1712b8 2180f9# Resisting Totals Used For Soil Pressure 171263 2180f9# (Vert. Component of Active Pressure Removed) (continued on next C- CANTILEVERED RETAINING WALL DESIGN t . PERFORMANCE SYSTEMS - RAMP ( continued) STEM SUMMARY Top Stenfrom 3.00 ft to Top of Wall 6.00in Concrete w/ # 4 @ 12.00in, d = 4.25in f'c = 3000.0psi, Fy = 40000.Opsi Wall Wt. = 75.O0psf, Bar Embed = 12.0in Mu = 8.5 < = Mn = 2471.3ft-# Vu = 0.21 < = Vn = 93.11 psi Interaction Value = 0.003 Second Stdrrom 2.00ft to 3.00ft 6.00in Concrete w/ # 4 @ 12.00in, d= 4.25in f'c = 3000.0psi, Fy= 40000.0psi Wall Wt.= 75.O0psf, Bar Embed = 12.Oin Mu = 68.0 < = Mn = 2471.3ft -# Vu = 1.35 < = Vn = 93.11 psi Interaction Value = 0.028 Third Steffrom 1.00ft to 2.00ft 6.00in Concrete w/ # 4 @ 12.00in, d= 4.25in f'c = 3000.Opsi, Fy= 40000.Opsi Wall Wt. = 75.00psf, Bar Embed= 12.Oin Mu = 229.5 < = Mn = 2471,3ft -# Vu = 3.50 < = Vn = 93.11 psi Interaction Value = 0.093 Fourth SteFFom 0.50ft to 1.00ft 6.00in Concrete w/ # 4 @ 12.00in, d = 4.25in f'c= 3000.0psi, Fy= 40000.0psi Wall Wt.= 75.00psf, Bar Embed= 12.Oin Mu = 364.4 < = Mn = 2471.3ft-# Vu = 4.95 < = Vn = 93.11 psi Interaction Value = 0.147 Bottom SteFrnom 0.00ft to 0.50ft 6.00in Concrete w/ # 4 @ 12.00in, d= 4.25in f'c = 3000.Opsi, Fy= 40000.Opsi Wall Wt. = 75.00psf, Bar Embed = 6.0in Mu = 544.0 < = Mn = 2471.3ft -# Vu = 6.65 <= Vn = 93.11psi Interaction Value = 0.220