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Plans (17) BU P2017 - 00297 01 00 00 GENERAL DATA <v%%1✓ 44,C GENERAL REQUIREMENTS 1. ALL CONSTRUCTION WORK SHALL BE DONE IN COMPLIANCE WITH THE LATEST EDITION OF THE OREGON MICHAEL .- STRUCTURAL SPECIALTY CODE,AND ALL OTHER STATE OR LOCAL CODE REQUIREMENTS THAT APPLY. Ca WIRE THWANG yr 2. VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN ON DRAWINGS AND AT THE EXISTING BUILDING AND LU C NOTIFYTARCHITECT OF ANYONTR DISCREPANCIES HAI L TOER ORATING THE WORK. TENANT I1 /�PROZ 7■F 1I ■Tl NTI for 3. CONTRACTOR AND ALL SUBCONTRACTORS SHALL PERFORM DUE DILIGENCE INSPECTION OF ALL EXISTING 1 �Llt 1 \ 1 \ 1 IMPROVEMENT 1J1 1V11J1 1 \ 1 1 \ CONDITIONS PRIOR TO SUBMITTAL OF A PROPOSAL.SUBMITTAL OF A PROPOSAL SHALL BE CONSIDERED �� PORTLAND,CONFIRMATION THAT SUCH INSPECTION HAS BEEN MADE,AND NO FURTHER COMPENSATION SHALL BE DUE 51ØTHE CONTRACTOR FOR CLAIMS ARISING AS A RESULT OF FAILURE TO PERFORM SUCH INSPECTION. 4. BY SUBMITTING A PROPOSAL,CONTRACTOR AND ALL SUBCONTRACTORS CERTIFY THAT THEY HAVE r"a;^"iEXAMINED THE SITE AND INCLUDED IN THEIR PROPOSAL ALL WORK NECESSARY TO COMPLETE THE WORK KFLL YIMA GINGECEty "{ �� DESCRIBED OR REASONABLY IMPLIED IN THESE DOCUMENTS. THIS INCLUDES BUT MAY NOT BE LIMITED TO ALL MATERIALS AND INSTALLATION,DISPOSAL OF EXCESS MATERIALS(USEABLE FINISH MATERIALS SHALL ,y� BE LEFT IN THE TENANT SPACE AS DIRECTED BY PACTRUST),CLEANING AND ALL PREPARATION OF 9 PROJECT #1 74.6'0 SUBSTRATE SURFACES PRIOR TO INSTALLATION,AS WELL AS FINAL CLEAN UP. NOV 2017 5. IT IS THE INTENT OF THESE CONTRACT DOCUMENTS TO MATCH AND MAINTAIN EXISTING BUILDING S'YS'TEMS", Inc. STANDARDS FOR ALL EXISTING PRODUCTS AND SYSTEMS. UPON DISCOVERY OF A DISCREPANCY TO THIS CITY OF TIGARD INTENSION,THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY. BUILDING r'� 6. FURNISH ALL NEW MATERIALS EXCEPT WHERE SPECIFICALLY NOTED OTHERWISE. PROJECT NARRATIVE �V DIVISION 7. COORDINATE THE WORK OF ALL TRADES. PROVIDE CARPET"WALK-OFF MATS"TO PROTECT EXISTING PROJECT CONSISTS OF REMODEL WORK AND CONVERSION OF 15,734 SF OF EXISTING Z CARPETS. OFFICE TO 9,161 SF OF OFFICE AND 6,572 OF WAREHOUSE SPACE. WORK SHALL INCLUDE Q 8. ALL ROOF PENETRATIONS FROM ABANDONED EQUIPMENT TO BE REMOVED. PATCH AND REPAIR ROOF MEMBRANE AS NEEDED. BUT NOT BE LIMITED TO DRYWALL/METAL STUDS, SUSPENDED CEILINGS, DOORS/FRAMES 9. ALL ROOF WORK TO BE PERFORMED BY PACTRUST APPROVED ROOFING COMPANIES. APPROVED AND PAINTING. ALL WORK SHALL COMPLY WITH ADA STANDARDS. COMPANIES INCLUDE: I a. ANDERSON ROOFING, (503)294-0202 0 b. PACIFIC ROOFING (503)640-3163 WORK INCLUDED BUT PERFORMED UNDER SEP. PERMIT c. GRIFFITH ROOFING (503)643-1596 Z 10. KEEP THE AREA OF WORK FREE OF GARBAGE AND DEBRIS ON A DAILY BASIS INCLUDING DOCK ACCESS FIRE PROTECTION SPRINKLERING 1 AREAS AND COMMON AREA. FLOORS TO BE SWEPT OR VACUUMED DAILY. HEATING, VENTILATION &AIR CONDITIONING WORK Z 00 11. PROVIDE ADEQUATE PROTECTION TO ALL EXISTING IMPROVEMENTS INCLUDING BUT NOT LIMITED TO ELECTRICAL WORK, BOTH LINE VOLTAGE AND LOW VOLTAGE Q COMMON CORRIDORS AND STAIRS,BUILDING ENTRANCES,SUITE ENTRANCES,ETC. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE REPAIR OF ANY DAMAGES TO EXISTING IMPROVEMENTS DUE TO CONSTRUCTION ACTIVITIES. w12. PROVIDE TEMPORARY SANITARY FACILITIES. CONSTRUCTION WORKERS SHALL NOT USE BUILDING BUILDING INFORMATION TENANT INFORMATION ��// RESTROOM FACILITIES. LL CL N BUILDING OWNER: PACIFIC REALTY ASSOCIATES, L.P. TENANT: MILLENNIUM BUILDING Q r 13. STORAGE AND STAGING OF CONSTRUCTION MATERIALS SHALL BE LIMITED TO AREAS AS DESIGNATED AT 15350 SW SEQUOIA PKWY#300 SERVICES, Inc. PRE-CONSTRUCTION MEETING. UNDER NO CIRCUMSTANCES SHALL BUILDING UTILITY AREAS OR ANY Q O O LO OTHER COMMON BUILDING AREA BE USED FOR STORAGE. PORTLAND, OR 97224 D cc OM LU 14. KEEP THE ROOF FREE OF DEBRIS(I.E.NAILS,SCREWS,BOTTLES,ETC.)AT ALL TIMES. OCCUPANCY: B-9,161 SF J 00 (o 15. ALL DIMENSIONS ARE TO FACE OF GYPSUM BOARD UNLESS OTHERWISE NOTED. (503) 624-6300 (PHONE) S2- 6,572 SF W W , N N 16. CONFIRM SIZES OF ALL OPENINGS REQUIRED FOR THE INSTALLATION OF STRUCTURAL, MECHANICAL, (503) 624-7755 (FAX) z (p co ELECTRICAL AND PLUMBING WORK PRIOR TO FRAMING OR CUTTING FOR INSTALLATION. FLOOR AREA: 15,733 SF TOTAL I >Q -M 17. LEAVE THE PROJECT CLEAN AND READY FOR OCCUPANCY. BLDG.#: PBC BLDG.Q (pbc190) f , O i- O 0 18. CLEAN ADJACENT EXTERIOR AREA,I.E.WALKS,EXTERIOR GLASS,ETC. OCCUPANT LOAD: 62 U')0' 19. FILL ALL PAPER AND SOAP DISPENSERS IN RESTROOMS AND BREAK AREAS. CONST.TYPE.: Ill-B B- 1/100=92 C 0 2 X S2- 1/300=22 G r 0- 0_Li_ 20. PROVIDE"AS-BUILT"DRAWINGS OF THE WORK AT THE CONCLUSION OF CONSTRUCTION."AS-BUILT" DRAWINGS MAYBE IN THE FORM OF TWO COPIES OF CONSTRUCTION DOCUMENTS MARKED-UP WITH RED PEN. DELIVER RECORD DRAWINGS TO THE ARCHITECT. COMPLETE OPERATION AND MAINTENANCE THIS BUILDING HOUSES THREE TENANTS. THE EXISTING EXITS REQUIRED: 2 MANUALS SHALL BE PROVIDED FOR ALL MECHANICAL,ELECTRICAL AND PLUMBING EQUIPMENT.PACTRUST BUILDING ISA SINGLE STORY BUILDING OF 31,563 SF EXITS PROVIDED: 4 MAY HOLD CONTRACTOR'S FINAL PAYMENT UNTIL"AS-BUILT"DRAWINGS AND 0&M MANUALS HAVE BEEN RECEIVED AND APPROVED. AND IS FULLY SPRINKLERED WITH AN NFPA 13 '' 21. IT IS THE INTENT OF THE CONTRACT DOCUMENTS THAT THE CONTRACTOR PROVIDES A COMPLETE, AUTOMATIC SPRINKLER SYSTEM. THERE IS FRONTAGE ON FUNCTIONING PROJECT INCLUDING ALL GENERAL,MECHANICAL AND ELECTRICAL CONSTRUCTION ALL FOUR SIDES OF AT LEAST 100' FEET. REQUIRED TO FULFILL THAT INTENT. ALL ITEMS REQUIRED SHALL BE FURNISHED AND INSTALLED, REGARDLESS OF WHETHER OR NOT SHOWN ON THE DRAWINGS. ACTUAL BUILDING AREA TOTALS 22. ITEMS OR WORK NOT TO BE FURNISHED OR ACCOMPLISHED BY CONTRACTOR ARE NOTED°N.I.C.". aW 23. "ALIGN"AS USED IN THESE DOCUMENTS,MEANS TO ALIGN THE FINISHED FACES OF ELEMENTS IN THE SAME B OCCUPANCY = 22,512 SF m LL PLANE, EITHER IMMEDIATELY ADJACENT TO ONE ANOTHER OR ACROSS AN OPENING. r-o 0 S-2 OCCUPANCY = 9,051 SF 24. DO NOT DISASSEMBLE SETS OF CONSTRUCTION DRAWINGS.DRAWINGS ARE INTERRELATED. - CR) ) .O TOTAL. 31,563 SF V p. 25. SUBMIT SAMPLES OR DRAW DOWNS FOR ALL FINISHES REQUESTED TO THE ARCHITECT OF RECORD WITHIN n TWO WEEKS OF PROJECT AWARD.PRODUCTS INSTALLED WITHOUT APPROVED SAMPLES ARE SUBJECT TO MIXED OCCUPANCY- NON-SEPERATED USES. (IBC 302.3.1) a Li REPLACEMENT AT CONTRACTOR COST. 26. SUBMIT COMPLETE SHOP DRAWINGS FOR MILLWORK,SPECIAL SYSTEMS,MECHANICAL, ELECTRICAL AND CO L PLUMBING SYSTEMS(INCLUDING FIRE PROTECTION SYSTEMS). SUBMIT A MINIMUM OF TWO COPIES OF ALL ALLOWABLE AREA N SHOP DRAWINGS FOR REVIEW AND APPROVAL TO THE ARCHITECT OF RECORD.ARCHITECT WILL RETAIN ONE COPY AND ONE COPY WILL BE RETURNED TO THE CONTRACTOR. B 19,000+ (75% INC. FOR FRONTAGE)+ (300% INC. FOR SPRINKLERS)=90,250 SF r+ 27. THE DESIGN OF FIRE PROTECTION SYSTEMS IS THE RESPONSIBILITY OF THE FIRE PROTECTION SYSTEMS S-2 26,000 + (75% INC. FOR FRONTAGE) + (300% INC. FOR SPRINKLERS)= 123,500 SF ^ CD CONTRACTOR.ALL FIRE PROTECTION SYSTEMS SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER v J Z LICENSED BY THE APPROPRIATE JURISDICTION FOR THE DESIGN OF THIS TYPE OF SYSTEM. COORDINATE INTERFACE WITH EXISTING BUILDING SYSTEMS AND WITH ARCHITECT. ALL SPRINKLER HEADS SHALL BE A. SECTION 302.1 CLASSIFICATION "2. BUSINESS(SEE SECTION 304): GROUP B" CENTERED IN CEILING TILE(OR 2 x 2 MODULE OF A SECOND LOOK II TYPE OF CEILING TILE WHERE f 1 APPLICABLE). LOCATION OF THOSE IN GYPSUM BOARD CEILINGS SHALL BE PRE-APPROVED IN WRITING BY D THE ARCHITECT PRIOR TO INSTALLATION. B. PER TABLE 302.3.2, SUB-NOTE b-OCCUPANCY SEPARATION NEED NOT BE PROVIDED FOR DO 28. COORDINATE ALL CONSTRUCTION SEQUENCING WITH PACTRUST AND SCHEDULE ALL SERVICE STORAGE AREAS WITHIN GROUP B AND M IF THE: LLI n INTERRUPTIONS OUTSIDE NORMAL BUSINESS HOURS TO MINIMIZE INCONVENIENCE TO CURRENT TENANTS. 1. AREA IS LESS THAN 10 PERCENT OF THE FLOOR AREA; Ili 2. AR:_A IS PROVIDED WITH AN AUTOMATIC FIRE-EXTINGUISHING SYSTEM AND IS LESS THAN 3,000 SF; OR 3. AREA IS LESS THAN 1,000 SF. ^ BUILDING LOCATION C/ , BOTH EXCEPTIONS b.1 AND b.2 ARE APPLICABLE SW 72ND AVENUE T NO SEPARATION BETWEEN OFFICE AND WAREHOUSE(STORAGE) REQUIRED CO Qj0rlirtCODE SUMMARY Q I-171311 - �+ ALL CONSTRUCTION WORK SHALL BE DONE IN COMPLIANCE ( n Ue 0 MH+V WITH STATE AND LOCAL CODE REQUIREMENTS THAT APPLY, `/ It� ice'�' j-' _ .4ii. INCLUDING BUT NOT LIMITEDUTO: I �,. 2014 OREGON STRUCTURAL SPECIALTY CODE Z �� -;- ,_I, • 2 01 4 OREGON MECHANICAL SPECIALTY CODE (OMSC) • 2014 OREGON PLUMBING SPECIALTY CODE (OPSC) �� /�� �� _I • 2014 OREGON ELECTRICAL SPECIALTY CODE (OESC) C •^, e-li 110- O��� T- r- • 2014 OREGON FIRE CODE (OFC) �,/ o `\ I -�� • ASCE-7-1 _ • ICC/ANSI A117.1-2009 Q oc>, '• • -1 • 2014 OREGON ENERGY EFFICIENCY SPECIALTY CODE CC W Q., • 1 CITY OF TIGARD w o ye REVIEWED FOR CODE COMPLIANCE 1-4 \ U Approved: [ y/ T (n cn cc N OTCs [ ] CA 1aIl5I i�{- W w N ED CNOTTOSCALE LOCATION MAP TOTBCI&II ZPermit#: 0 lb20 -aa2. (:) Address: 1 2_04-40,5` t 1'- ` Q Q Q Suite#: - � O112-47 O z Q By: �j'J Date: 1 U w H U a- A. OFFICE COPYCIO a a REVISION 1. � ��111111416Mtar IOU= "gu 3. iiiiiiiiir 2. a 4. r I 5.A H zls 6. iii� aim't C 7 VA 8. • S VALIDITY O � & O PERMIT 1 ,lL1� THE ISSUANCE OFA PERMIT' i 7 0 m _ BASED ON CONSTRUCTION DRAWN BY: DOCUMENTS AND OTHER M.W.N. I MI DATA SHALL NOT PREVENT THE CODE OFFICIAL FROM DATE: 10-02-17 REQUIRING THE CORRECTION PERMIT / CONST OF ERRORS. OSSC 165.4 • CITY OF I IUARD AREA OF WORK Approved by Planning - () Date: I [161 i '1 Initials: iti 1 A BUILDING PLAN Z BUILDING DEPARTMENT USE SCALE 1" =40' AREA OF NCC AREA OF GENERAL NOTESCo- MICHAEL j - \ j r WORK ,- �\ ! �\ j 1 \ WORK 1 1 i- %-� .-� WIRE tbTHWANG On \1 2 ) �J J) I 5 �6 I 7 8 J O l\9 i 1 Q �� 2) A. IT SHALL BE THE CONTRACTORS AND/OR THE W C SUBCONTRACTOR'S RESPONSIBILITY TO VERIFY ALL • • 11 BAYBAT25'-0"=275'•0"NOMINAL DIMENSIONS, DETAILS, AND JOB SITE CONDITIONS PRIOR �.��/PORTLAND,OREGON c- i _ TO PROCEEDING TH THE K, AND REPORT ANY A T f -_.1 I Iiii D f �� DISCREPANCIES TO THE ARCHIITECT BEFORE STARTING 7,� 5851 .<_v .� c O �: CONSTRUCTION. O 6 OEMONSTPAMIN 0 {• 0 OFFICE OFFICE OFFICE Q'flLE Li ® b.l CI s EEO ® Ohl LOOBY EO EO 10 0 4, W ' ® 0 b 1 m n b -noPROJECT #17460 • it a O. .O I CLOSET �, as ® „, ao a -. I 4 .. i' _ 4 -G--___� fi mnwm,..: L 0 r n E...' I M•.PI 1 i I1 - Z EOFFEE • D r- - - --1 ini t I sas 1 1 1 - 1 sPEML At 1 /2".',./1.0"- �.. KM,N r -T -T FB . { t11LJi r11III r0 O t // a ALIGN I I I I --- I ---J CIRC +rr I I I I 1 I I I ® Z 1 J Z Q I i i 1 I 1 I I 1 I 1 f' r T -1- T. ��•ym. I® I I 1 I I I 4 4€14- p LLI Q to i i / --� 1 IC F- tslH F mr F_ -----Ite '. .G� j///' •• O .IN f sEPVEn E 1 r - 1 f 1 I < �� L.�� N / _ Nom 0'1 0�„0 n 1 1 1 i 'Fll,c Q ., ,= " � � :: o W �Q NN 1 u :: Q Z (0(0 / y • „ , _ _ , , c IIS KEYED NOTES U o� o0 1 _ aine, ..._.,.._ CB- - - _._..y Q I NEW PACTRUST BUILDING STANDARD DOCK BUMPERS. O ix STAFF ® 2 (1)NEW INSULATED OVER HEAD GARAGE DOORS.9'-0"W X 10'-0"H D- n-U- 1 6.. I I O NEW GRADE HEIGHT DOCK RAMP.SEE DETAILS 2/A-1. • WAREHOUSE f o I L . a W 0 0 V �� — JL _ oo __ U a Z < N RAMP UP O WIN 7 3 �E/ / zOI= 5 .0 co— itt T-6" 1 13:_4,: / al11 1 AREA OF_ AREA OF J Q ConWORK WORK K1 FLOOR PLAN z \A-1 SCALE 1/16" = 1'-0" V • z Q EF, - ZO WO 0 0 CO CV C0xCV wZ 6- JDQCC mCt0 O J H0 CO ° z w � Q w Et ti) _i TIE NEW WALL TO EXISTING BUILDING WITH U 0 8 cK #4 X 1'-6' @ HORIZ REINF-DRILL/EPDXY 3' SIMPSON'SEP EPDXY �I a (NJ 0_ � --1 12r` r' V'PAINTED PIPE RAILING ISION OFFSET NEW WALL 2'FROM - EDGE OF DOOR°PENINQ --_--- . -_'� \ " . CONSTRUCTION LEGEND — 1 H w 2. f'c = 3,000 INSTALL 3s'HIGH HAND RAIL - -- ----- --- EXISTING TO REMAIN Fy = 60,000 ON TOP OF RETAINING WALL _ 3. ATTACH WITH WELD PLATES -f 3'-a<Hr4'-6' 3'-6' 0®, NEW STANDARD WALL WITH INS. 0 4'CONY SLAB W/#4 p 24 O.C.E : : 1 i a NEW STANDARD WALL TO STRUCTURE WITH INS. 4 -HEAVY BROOM FINISH \� 4'CONC.SLAB o 1 1'CHAMFER-BOTH SIDES '" -_-- .� J / } ` C ® NEW DEMISING WALL TO STRUCTURE WITH INS. 5 a HEAVY BROOM FINISH R'S` p, '., __.._ ---__—\_._ __ O ® 6. �' #4 CONTINUOUS TOP OF WALL COMPACTED 3/4- ,5''' � '> r _ N. \� DUPLEX RECEPTACLE 7. CRUSHED ROCK FILL '_ - ___,..5A ? .* t k 1o' A )3AI<j,v`41- l >•• • • -lb\ _- - #4 @ 16"VERT CENTERED _ ,}. z s rP";.a ,4,,,,-19.-. v ,. 1+a T 4.0 1N WALL RPLE CEP 8 gr 43f4.,_[ '__ •�, '. }c1' -s� . • i i WITH --..... Lh. : ' ter; FOU X RECEPTACLE .. 4t AA.4n.j n . _,.. -c � `<.i.= 4 d 4 t.„?., x. < c,-...,. .[ ;.. W#4 @ OHORIZ _ _._ 2 CLR_ 2,34..... $T-(-- } fir. l., ' . k' x,X;" -12ti-,`rt. 77 i''... ,'-&if7' er.. I:. ��g.:.<W'i t°,,f: `-e rJ: `���°: xv's'. /�•< � . ..•; Fj: 4 s Y x': D DEDICATED OUTLET LINE OF FOOTING BEYOND---- ----' , _.-.41- F ' - .Li. . t_ a i' ' I.1 c c'u.. .- --.- _-_ _ , , %% a COMPACTED 3/4- -' , o1r,. .. �� -^ •1:. •a , ^e> <�s - T;.leT'.t- S -.et : .,.A.,-. ,11 ? r. ;7 '2;}. T e.TA_ CRUSHED ROCK FILL _ �i'A:. ,gggIIIFFF,. DRAWN BY: �J, ,. _ w_,7{xt;/t ,:a - -' . ., - . -. i .. ..Kin. , �}Yy 4 < s' W1® EXISTING ELECTRICAL TO REMAIN i=