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9355 SW MCDONALD STREET-7 May 13, 2000 00pfn cN w`STEWART H ANKRUM D. OREGON i� W Q U 9,355 _vlCDONALD STTICiARD, W u ORECYON 9729.3 110-41 02:2 a y y�1 a O ^!jV �0 Q/ V c e 5 � �r U GERALD CROW _ OWNER aBBREvI,4TIONS: W 0 _6 EE K STREET -�E OSWEGO, OR 9�©35 TELP: (5©3X675-111-1 FAX: (503Xo151111 AF.F. Above Finish Floor F.H.C. Fire Hose Cabinet P.LAM. Plastic Laminate O L ACOUST. Acoustical F.R.T. Fire Retardant Treated PL. Plate y A C.T. Acoustical CIp. Tile FPRF- Fireproof PWU. Plywood ADJ. Adjust, Adjustable FIXT. Fixture PT. Point �. r.. AGG Aggregate F.B. Flat Bar P.P. Power Pole ANKROM MOISAN ASSOCIATED ,4RCNITE�TS ' I /'` ALUM Aluminum F.H. Floc Head PRCST. Precast • ARCHITECT A B. Anchor Bolt FL. Floor PPressureed ARCH, Approximately F.D. Floor Drain P.T.,T, Pressure Treated aX t`.r - O ARCH, Architectural FT. Foot or Feet P/L Property Line ""', �/,2© SW. MGGL.��:�"' 561—E Oro 245-1100 . AD. Area Drain FTG. Footing Q.T, Quarry Tile - s PORTLAND, OR 9-1219 TELP: (503) FAX: (503) 245-1110 ASPH Asphalt FDN. Foundation R.orRAD. Radius = _ -_ A C. Asphaltic Concrete F.S. Full Size, Scale REF. Reference BM. Beam F.O.I.C. Furnished by Owner, REFR Refrigerator - l BITUM, Bituminous Installed by Contractor REINF. Reinforced SILK, Block FURR. Furring REOT. Requirements YC)RKE 4 CURT 1 S BLKG Blocking FLIT Future RES Resilient GENERAL CONTRACTOR BD. Board GALV Galvanized R. Riser(s) BOT./BTM.Bottom G I. Galvanized Iron R.D. Roof Drain B.C. B,)ttom of Curb G.D. Garbage Disposal RM. Room "" O W ''"- T COURT BEAVERTON, OR 91005 TELP: (503) 646-2123 F4X: (503) 643-5531 B.W. Bottom of wall GA Gouge R.O. Rough Opening BLDG Building CLU-LAM Glu-Laminated S.GL Safety Glass CAB. Cabinet GL. Glass S.N.D. Sanitary Napkin Dispenser C.P.T. Carpet G.B. Grob Bar L E UJ I SVAN �/L E E T Cost Iron GR Grade S.N.R. Sanitary Napkin Receptacle SCHED. Seat C e C.B. East In Place GYP. Ground S.0 D. Seat Cover Dispenser - STRUCTURAL ENCS INE E R C.B. etch Basin GYP.BD. Gypsum Wallboard SECT. Section CLC. Ceiling GYP,BD./WR S.P. Semi-Private CEM. Cement Water Resistant S.S. Service Sink tt-^i•.rc I«.� j CTR. Center GYP. Gypsum SHG. Sheathing f:,66J 5W ECCtiE5 HERR` R✓ TUALATIN, OR 97062 TELP: (503: �-866e✓ FAX: (503) 885-1206 C.T. Ceramic Tile HDWE. Hardware SHT. sheet CLR. Clear HT. Hei?ht SH. Shelf CLO. Closer H.C. Hal a* Core SHR. Shower COL. Column H.C.P. Hollow Core Plank SIM, Similar CONC. Concrete H,M, Hollow Metal S O.G Slab on Grade UJESTLAKE CONSU TANTS INC. CMU: Cone. Masonry Units HORIZ Horizontal S. D. Soap Dispenser - �- ' CIVIL ENGINEER CONp, Condition H.B. Hose Bibb S C. Solid Core - CONSTR. Construction HR. Hour CONT. Continous IN. Inch(es S.F Square 2 S.F. Square Feet SEC�UO'A Pt•RKWAY, SUITE 150 TIGARD, OR 97224 TELP: (503) 684-0652 FAX: (503) 624-015 CONTR. Contractor LD. Inside Uiometer (Dim.) s.ew stain and Varnish C.J. Control Joint INSUL. Insulation S.STL. Stainless Steel CORR. Corridor INT. Interior STD. Standard CNTR. Counter JAN. Janitor SIL. Steel CTSK. Countersink JT. Joint S'OR. Storage IS A PE LSSZJE UJESTLAKE CONSUL,TANT5 INC. LANDSCAPE ARCA--IITECT DEPT Deportment K.D.IT. Kiln Dried Sr RL.Detail KIT. Kitchen SYML Symmetncol DIA. Diameter K.DLAV. Knock Down SY_. S stem DIM. Dimension IAV. Lavatory TEL. Telephone VJF/-1 15115 5uJ SEQUOIA F'HRKWA�', SUITE 150 TIGARD, OR 9224 TELP: (503) 684-0652 FAX: (503) 624-015 DW. Dishwasher LT. Light T,V Television DISP, Disposal (Garbage) LKR. Locker THK. Thick DR. Door MACH, Machine TOIL. Toilet DBL. Double M.B. Machine Bolt T.P.D. Toilet Paper D Spenser ON. Down MH, Manhole TACG Tongue and Groove U I LD I NG DATA DS. Downspout MFR. Manufacturer T.C. Top of Curb MF I A, INC. MSCI•-4AN f CAL ENGINEER DWR. Drawer M.O. Masonry Opening T.P. Top of Pavement DWG. Drawing MAX. Maximum T,PL. Top of Plate _ D.F. Drinking Fountain MECH. Mechanical T.W. Top of Wall PROJECT NAME WOODLAND HEIGHTS ALr. MAIL « OPE 411 PROTECTION BASED ON LAu11ON ON PROPERTY :00� 5E "SN 5-BEET EA. Each M.C. Medicine Cabinet T. Treads O PORTLAND, OR 9"1214 TELP: (503) 243-0548 FAX: (503) 234-06�� E.S. Each Side MDO. Medium Density Overlay TYP Typical Lo�cARro�n rgora, OR FIRE RESISTANCE - OVER FEET E. East MEMS. Membrane UNF. Unfinished OF EXr. WALLS — E.W.C. Electric Water Cooler MET. Metal U.O.N. Unless Otherwise Noted CODE UNIFORM BUILDING CODE, 1997 ED HOUR(S) LESS THAN FEET ELEC. Electrical MIN. Minimum UR. Urinal — EL. Elevation MISC. Miscellaneous V.P. Veneer Plaster OCCUPANCY A B E F H t M R S u 2-1 F RA I-I L E R ELECTRIC COMPANY ELECTRICAL ENGINEER ELEV. Elevator MTD. Mounted VFy Verify CONSTRUCTION TYPE I TYPE II TYAF III TYPE IV v — OPENINGS L LESS THAN _FEET — EMER. Emergency MUL. Mullion V.G. Vertical Crain coMBu I NON-COMBUSTIBLE EXTERIOR WALLSgiRMITTED IHSS THAN FEET ENCL. Enclosure NOM. Nominal VEST. Vestibule BIKE PARKING PRovINOT g SPACES "86G'� SW GREENBL�RG ROAD E0. Equal N. North V.C.T. Vinyl Composition Tile FIRE-RESISTIVE 1-N R N H.T. ULLY IN -- - TIGARD OR 9"1223 TELP: (503) 221-I;�;1 FAX: (503) 639-4613 EQPT. Equipment N.I.C. Not in Contract V.W.C. vinyl Wall Covering SEISMIC2D . _ EXIST, osN.T.$ N,t t0 Scale SITE SIZE 262A00 / b-01 SO FT / ACRES Existing WCT. Wim.Water L 44V 0 EXP. rxpansi0n NO. Number WC. Wallr.overing E.J. r:xpanslon Joint OBS. Obscure W.C., Water C;�sel MAX. ALLOWABLE �-� S0. IT./FLOOR/BUILDING EXPO. Exposed O.C. On Center W.H. Water Heater FLOOR AREA CARLSON TESTING, INC. EXT. Exterior OPP. Opening WP. Waterproof _ -- CITY nF TIli�1F1(1 GEOTECHNICAL ENGINEER E,I,F.S. Exterior Insulation a Opposite WT Wei ht TOTAL nREA S0 FT/FLOOR/BUILDING Finish System O.H. Opposite Hand q FLOOR '�' S0. FT. TOTAL ALL BUILDINGS �)IrOV@(�..... . 1 F.O.C. Face of Concrete oz. Ounce w West e WDW. Window MAX ALLOWABLE �'iORY(IES FEET ( r l+(31t1(`1' t A.")rCved 8. 30 5W -IJNZIKER F.O.F. Face of Finish O.D. Outsi/ Diameter (Dim.) W With HEIGHT (UBC) C�1vDITI�.AL USE TIGARD, OR 91281 TELP: (503) 684-346(4 FAX: (503) 684-0954 F.O.M. Face of Masonry P. Paint/Privots w/o without For only t'�e ri• �� F.O.S. Foce of Studs PR. Poir Wb. wood PARKING REO. I DISABLE 17 STANDARD '1rR(�'� �� F.cIN. Factory Finish P,T.D. Paper Towel Dispenser W.yy,F, Woven Wire Fabric PARKING PROVIDED No. of Stalls 19 Total PERMIT CUP-1999-00006 ) W/R Water Resistant ,[ Loflf!f iO�F 011CMi Von Atc••01D1• 1 Total st, _ AtI?ch..... ... .... .. Jit,Aodrvss D mlr 7�•,7 DRAWING INDEX 1 QZ %=T t=4 -1 to � Tj r.l �( VQ Lv 13� � N to U) 1�1 Z Q lL z '� tJ! � to J G', `1 cf) ►- _j Uj tlj t F- F- �{ UJ Q f- 1�{ } Q z t- t- `n N l Q W d� ► - Q Q d Z w -j or OL ? w 1 r� `l fL w , W Q a a -� N a ~ ~ d) � G U a A a L 1 O ► ► f ► �, d - tp N W U W W W F 111 u — A A � � � � � D a- J W } } Q J � w `ry 1-6 6Q W i W UI W W LLI W W (L V r a Q LL A to W c' 1- W W W C� U 11J w w Z JO Q v J Qr J } [J to W W w W 'Q z tp J Z ` A p `t-T J r- r - a� w * V u ll_ t - - - 11 �/ , v ►= u � I ► LL W a 4 V u� (� ( (� w ul A A p� A A F Z L� (Y p� ' �' _l (Y_ IL J J _ �R �LT A � u) a J5 �— -1 tt) J — _V _V _O - Q a F� J u U U w U u, w W v) ►_ ►= W U lY t _l J J J J J LL_ J J 11 _ Q ( J Q (� W Y 4 Q 14 -1 a Q A _� _ (L U (� (L 0- W p tY W w _I F— LL LL u V -� IL p A � U C) U N w w w a r ►_- A J d Q (Y QL I 'x 1 Q Q U A U - W tae N _ w O LL LILu 0 -- U Q 0 0 a 6 �y ZZ W qq _ z w w LL s REVOICI �++ w W w W w w Q Q ►- r (Y w z 0� a a W W z I Z z w w ►_ W W llx'' U �j , j � r A ; LL ( a 0_ D IJ V tii — (�/ N en Li u N A A w A tl $ (>! = N LL eJl � cFi � s ;; � ti A A W �' ~ xn �t7 Z Q N � � � � � Q IL O l — — ry rn �t d! �R ►- - — �1 �t AR — N �1 — ry _ cy IL V I(��/ N N N (r\ r'r\ r�\ rr\ r ` r'Y -- 0 0) -1 w _ _ CAI 0 - N rtl �+�- ` N N N N N N N N ' fh 4 4 �' �} In 111 IJ\ `9 r- dJ �„- — (_1 N ry IJl .1 ' A A A i t + t + + + + + + + + + r I r i i t + + + + + W Il — di �1 <n I ~ rn cry rt\ rn 7 111 rr\ V �' u _.I _, Q N N v, a a a a a a a a a a a a a a a a a a a a a a a Y ep d) N n N N 0, �, 0 Q B o w w lu w w w w w w -- -- BLDG RMT. 5,10+'2000 � • • • � � � • ' � � • a • • • • • • • • i • • • • vim 0 , 016 • • • • • • • • • !t • • • ! • 0 000 • • • • • • • • � � � � w Ill III N DATE 5/10/2000 FILE CSI-0.dwg JOB 95225v - --- DWN RKT C NK HML CS 9355 SW McDonald Str, SUP 2000-00206 �— tar 73 OF 91-LEETS J-\Cruwr4LF\99225(1\DD\ r A' Cm ' ;I III III n i.,.i" 1 I I 'i I!I!I IIIIIIIII II""III II"i"'!' llill!i IIIIII il;ll'I II111'•' llllllll �l IIIIII!I' ll, ' "'!' "" "' I�,IIIIIIIIII'll,l I. SII, I I I I I 1 LEQIBILITY STRIP - O ? 4 5 6 8 S 10 I I 12 Ij3 14 16 17 18 19 20 21 22 23 24 215 26 217 2A 29 30 IOmm:I;,m at 1 1 01 J 1f I HON1 0 102 1-1Jl�.lU1�11�1 111J,�l•�.L1J I,LIl III i l kI1 U,�11111�1��11J 111 1.111 J L�1.1��1�.1�11 t 1�l l�1�1.111 111 1JI W 11 1�I I �111�1�1 IJ J 1�1 �J�J 11�1�.U111 �� l 1 WOOD10a HEIGHTS ,1 "P 'l,iiiihil!41 1pl-1010 . .. npi 'b k:, f cc WOODILAND �� mm --' 0. c HEEIGHTS AL., F=CITYOFTIGARD OR GON Z - W En TAX MAP 2S103DC TAX LOT 2400 SWCQ MCDO d �0 How V PERS/APPLICANT ENGINEER OODLANCS+ W HEIGHTS U w �Is.0 GERALD AND CHAREE CROW WESTLAKE CONSULTANTS, INC. - T ALF 2rA 26 BECKET STREET 15115 S.W. SEQUOIA PKWY., SUITE 150 �~ LAKE OSWEGO, OREGON 97035 TIGARD, OREGON 97224 S (503) 675- 11 17 (503) 684-0652 IL - L� GENERAL NOTES WATER LINES SW QATn VD _J r . • . : tie n r urdance t,, t►,e oppl cat le reyulohons, 19 All traffic control shall be performed in accordance with 1. An estimated 12 percent of the water system cost must be on 18. TPW will install all co VICINITY MAP Q P Ys oyer services and sampling stations prior to 7. The ESC facilities shall be inspected daily by the applicant/contractor •t' deft .. and requrrernents of the City of Tigard, the latest edition of the Manual of Uniform Traffic Control deposit prior to beginning construction on water lines, and to surfacing of streets. Water meters will be installed by TPW upon and maintained as necessary to ensure their continued functioning. WaShmnton County, Oregon liepartmen! Devices (MUTCD) as modified by the O egon Supplements. receive a TPW (City of Tigard Public Works, Water Division) stamped individual request and payment by others (owners). All water meters rt,+t,„n ,� 1 the clrcyun `,late Plumbing Specialty Code CONTRACTOR must submit traffic control plan to City of approval on the construction plans. connected to an irrigation system must have the proper Oregon 8. The ESC facilities on inactive sites shall be inspected and maintained , /� Tigard for review and approval (before any work can begin). a minimum of once a month or within 2.4 hours following a storm event. 4 / J RAI.Ii •,exon perforin till work necessary to complete 2. The contractor must maintain one set of TPW stamped approved State approved backflow prevention device, minimum of per OCVA ��.../// / Z 1 t in o1 '.r'lunce with the plans including s,]ch 20 AT TENT I ON Oregon law requires you to follow rules adopted (Double Check Valve Assembly) installed on the property side of the p plans on the construction site at all times. 9. At no time shall more than one foot of sediment be allowed to 0 r • " . u•, n,,:, t e necessary to meet applicable agency ',y the Oregon Utility Notification Center. Those rules are water meter. In addition, every meter for commercial multi-family, accumulate within n trapped catch basin. All catch basins and conveyance industrial, and institutional service, regardless of size, shall hove the Veit.. o, d Thera as rrecrssury to provide u completed sot forth o OAR 952-001-0010 rules OAR 9Center -0080. 3. Curbs must be in place prior to installation of water mains within 9 lines shall be cleaned prior to paving. The cleaning operation shall not �I (� You may obtain copies of these rules from the Center by new subdivisions. proper Oregon State approved backflow prevention device minimum flush sediment laden water into the downstream system. SHEET I I V D E �f calling (503) 246 1987. I f you have any questions about of a DCVA installed on the property side of to• meter. The backflow I11R •nail be responsible for obtaining any the rules, you may contact the Center 4 Notify TPW, Water Division, 48 hours prior to commencing construction prevention device shall be installed and testes by the owner, with 10. Stabilized gravel entrances shall be installed at the beginning of 01-1 rey,nred I,ern ty, I,r•'c,re r unicorn, n .1 work of this project. to schedule a pre-construction meeting. Telephony 639-41 71. the results forwarded to TPW Water Division, before water services construction and maintained for the duration of the project. Additional 0 21 Before initiating any construction actio ty, the permit holder can begin. measures may be required to insure that all paved areas ore kept clean 4 It- 1 rINIPA TuN •,null review the 1iroject soils Investigation shall contact the City's private Development Review Engineer 5. All work shall be in accordance with AWWA (American Water Works for the duration of the project. 0 •••I '' hr'•1 '+fed by rhe ',0111, INit,!N1LW. the ( ONIRACTOR (#639- 4171) to establish a place, time, and date for a Association) standards, 19. Upon completion of installation of the water system, the contractor 11. Storm drain inlets, basins and area drains shall be protected until SHEET DESCRIPTION w ,r r t e re',p,-,nsit,!r- for frelluwing +!, recomrnrndut,on, and condi - pre-construction meeting. or owner shall advise TPW of the total Construction costs to which ' I tion. ;et 1,rth .n W,if report pavement surfaces are completed and/or vegetation is re-established, l � N 6. All work will be inspected and approved by TPW, Water Division. will be added 10% for TPW inspections, water loss, overhead, LL i/1 2 All work denoted to be done "BY OTHf:RS shall be assured administration, sampling, etc. and 2% for engineering review, including 12 pavement surfaces and vegetation are to be placed as rapidly as V J The 1 r+iRACTOk mull keep un uppruved set ul plans Lir, the to be completed by the DEVELOPER. 7. All pipe and fittings shall be ductile iron, cement-lined, of new "as-builts" drawings, updating master map, intersection maps, etc, S possible. C I COVER SHEET y- 0 � T,r�.lr1 ' •„tr a an bines Any changes to this design shall manufacture and made in the USA. Pipe shall be °Tyton" Joint ! .• "�,11•�1 ��, 1hM pion-, on,1 rhe inf,nlnohon IrLinamitted to the 23. Pavement markings disturbed by contractor shall be repaired Ductile Iron, glass 52. All fittings shall be MJ (mechanical joint) 13 Seedingshall be If+'. f+ill+ lir replaced. unless otherwise specified. GRADING NOTES of construction, Performed no toter than September I +or each phase G`2 GRADING AND EROSION Ir„. oNTRACAOR -ani!I pfoill and rnarntoin all existrny 1. Project grading limits shall be all property lines and street „ on fh19 !;,I#- Any dgn,�lge Ill rlxlshnq utilltles, SANITARY SEWERS t3. Cover for all water mains in street and rights-of-way shall be 36 rights-tit-way, unless otherwise shown on this drawing. 14. I f there is exposed soils or soils not fully stabilized from November I Q O Backfill shall be 3/4'-0 grovel. through April sections the wet weather erosion control measures will k, in CONTROL PLAN �- e toter (it wn Lir NI un this R' ,fe:pn s ';hull be repaired r effect. See sections 3.3.7 and 5.3.8, Technic-til Guidance HandGuuk, for U replured al the t c1N1RA ll be r expense Any existing surface I The ends of sanitary service laterals shall be marked with a 9. All valve-o operating nuts shall be within 36" of finished rade, 2. Straight grades Shull be run between all finish grade elevations 0 feoturr!y 1]nd lone 1ny Shl.11r be teploced 1n kind Y P 9 9 requirements. one piece 2"x4" marker extending a minimum 12" above the otherwise valve operating nut extensions will be required. and/or finish contour lines shown, unless otherwise noted. I�1rrAl'Tl1R rnutit ver,f, kill exlst,ny utllitie,, Ito both verthu al ground with the end painted green. Magnetic tape shall be 3 All proposed elevations shown shall be considered to be finish 15. FSC measures shall be removed by the developer when vegetation is / u•vutlon ,tad huri;unla! „Litton prior to start of work (pothole installed along the 2" x 4" marker. Ser! USA Detail #170-SA. 10. Poured concrete thrust blocks of at least einht square feet of C3 UTILITY PLAN/PROFILE fully established. bearing surface are required at each tee, cross, and bend locations surface elevations unless otherwise noted, tu•f1,rr dulying it ner.esaur y) `inoulll conflicts arise and redesign or �� ,� felututlon of fur 1111- he nee e5sar r, 1t shall be clone at the pernit All sanitary sewer pipe shall be P.V.C. pipe conforming to (see details for minimum bearing areas). 16. Notify USA Inspection Department at 844-8444 24 hours prior ,o anye4 eFF - holders expense i.harlye" must be approved by the City n advance ASPM D- 5034 (SDR 35) installed in accordance with AS1M 4. with removal of unsuitable material shall to done in bendispo ed work on site. I f work 1•erformonie , "NTRACTOR •,hall coordinate work with D-2321 Sanitary sewer pipe suspender from the bridge I I A 4"x4"x8'-0", painted blue, shall be installed in front of every 2- with the SOILS ENGINEER. Unsuitable material shall be disposed U panning the existing creek shall be A" 'on span D I.P. Prior inch water service location, and remain there until the water meter re as determined by the SOILS ENGINEER If such material is C5-CIO DETAIL SHEETS rrterctpd utility aypntu•r, P g y 9 P removed from the site it shall be done at the CONTRACTOR'S sole Q to emerging from bridge abutments pipe joints shall be is installed. all 2-inch water services snarl consist of a MJx2" I Pr STRAW BALE SEDIMENT BARRIER f B I 0-FILTER BAGS the exlstenre Lind apps-,mote Ioc:ation of known underground connected by expansion joints. tee and 2" IPTx110 compression fitting as manufactured by Mueller expense. ,t l bps lir ctrl„ tures sn ,w„ ,it these draw - were deter Company. I. Straw bales shall be standard 40 to 60 pound rectangular bales of /�\ 111010.1try o search of o:l7iluble publlc rpcnrds the loco- l All sanitary service lateral connections to be tees unless 5. Dust abatement shall be maintained by adequate watering of the cereal grain or seed straw. l\�/J bons and depths of these utdlhes aro tram otherwise noted.ihpsr records 12. Fire hydrant assembly consists of o MJx6" Flg, (Flange) tee, site. and ore shown for the ronvrnlenrr of the CONTRACTOR No 6" Flg, x MJ gate valve, 6" MJxMJ holding spool, and a Modern 2. Stakes shall be 2 - 2"x2"x3' wood pegs driven through bales and into re'p11n ,ib1llt v is a%sunned by either the OWNER or the 4 Maintain minimum 10 foot horizontal clear distance between Mueller Centurion fire hydrant, A-442, 6' MJ, 5- 1/4" MVO, 3 port 6. CONTRACTOR to have sufficient number of compaction tests ground to a minimum depth of 12 inches. It. ''t+1l1? for artulacy 1,f cunrpleteness water and sanitary sewer lines except a' crossings. Verti- (2-2 1/2" NST hose connection, 1-4 1/2" NST pumper), 1 1/2" performed to meet City of Tigard, OR requirements at the 0 .)I separation shall be a minimum of 1.9 inches clear pentagon operating nut, opening left, color: yellow; Approved Equal: CONTRACTORS expense. Tests shall be performed by a qualified 3. Straw bales shall be keyed into existing ground 4 to 6 inches. 'NIRAt TOR to notify City, County, and ODI and all utility c,m distance where water lines cross over sanitary sewer lines. testing agency and written results CONTRACTOR shall provide copies r� ie9 Li mdnmun, of 4tl hours (: business days) prior to starling Mueller Centurion A-423, Waterous Pacer 6790, Clow Medallion. to the City of Tigard, OR. Should compaction requirements not 4 Straw Bale Sediment Barriers and bice-filter hags may be left in place shut t on by nnmq "ane call" at ;'46-6699 or I -800-332-2344 `. Both sanitary sewer and water lines shall be tested to be met, CONTRACTOR shall re-compact the fill and pay all or used as mulch aft,,r completion of site work if approved by the "sure system integrity. 13. Each fire hydrant shall be installed upon a pre-formed concrete block jurisdiction, 1^0 oll other ippocoble agencies, and Shan comply with all other Ys g y. Both shall be tested after con- additional testing costs. 1 r,l„rprnrnt, of oAk 95; 001-001 U through OAR 95?-001 UU9U structlon is completed including service laterals, back- with I I/2 cubic yards of crushed 2'-3/4" drain rock. Tarpaper will be laid on to of the drain rock to separate the drain rock from 114% DRAM111a5 ARE THE rYia"IY or filling, and compaction of base rock. P P 7. the CONTRACTOR shall utilize suitable subgrade material for all 5. At no time shall more than a one foot depth of sediment be allowed 11ESTLAKE o0NSI&YANTS INC (00) AND 1de"I,fik,111011 Inforrnatror, earth rover. fills, All fills in construction areas are to be placed in 8" lifts. The to accumulate behind straw bale sediment barriers and/or bio-filter AIL Not TO K REVR0MM IN ANY 1r,rer "•'' ,Per I'folrcl En 6 All sewer service laterals shall extend a minimum of 6 feet CONTRACTOR shall compact subgrade to riot less than 95% maximum bogs. Sediment should be removed or regraded into the slope, or MAMER EXCEPT NTN rW WBrTEN g into the property. Unless otherwise noted on plans laterals 14 All sanitary sewer lines within 10 feet laterally or 3 feet vertically of density as determined by AASHTO T-180. Compact subgrade to a new lines of barriers installed uphill of sediment-laden barriers. POWSSIDN a WO 1 11"11 fhoree Crow Westl,Ike Consultants, Inc shall be 4" dia. with a minimum grade of 2.0%. a water main shall be encased in a reinforced concrete jacket 6 line one foot beyond edge of paving, curbs, sidewalks, and sidewalk t ecleet ',treet ISI I', S W Sequoia Pkwy., Suite 150 thick for a distance of IO feet on both sides of the crossing, Where n Ike, Osweq,,. Oregon 9'1)15 Tigard, OR 97224 extensions. 6. Bio-filter bogs shall be clean 100 percent recycled wood product a a crossings are necessary, they must be made at approximately 90 waste. Size of bag shall be l8x8x30 inches Lind weigh approximately L)C)5, f;/!, : I I 1 (503) 6tl4 0652 7 The location and/or stationing and the vertical distance 45 ounds, and made of p from the ground to the invert elevation of all sewer service degrees with at least 16" separation below the water line. 8. An fill laced in building I-16 inch plastic mash. # y p g pod areas shall be properly compacted. P � _ 4 e.,shnti sup .ond,tluns and elevations shown on this laterals shall be recorded and provided to the ENGINEER. The fill shall be certified to meet the structural fill requirements of Z 15. All mains with a static pressure up to 100 psi (pounds per square the Uniform Building Code. 7. Two (2) 1" x 2" Stakes, or approved equal, shall be used to secure �� ,• Ire from ,1 survey completed by Westlake Consultant", In, inch) shall be tested at 150 psi for I hour with a maximum loss of each bio-filter bag to the ground. zm r )NiRAt'1OR shall visit the site and verify all existing H Minimum cover is S6-inches and backfil must be compacted to g a density o1 95% per AASHTO T 180 in paved areas. Minimum 5 psi. Water mains with a static pressure greater than 100 psi �, P pressure for I hour 9. All cut or fill slopes shall be constructed at no steeper than two L ons and elpvtitions to his or her satisfaction, shall be ressure tested at 1.5 times the static (2) horizontal to one (1) vertical unless otherwise shown on the I MENT FENCES compaction in unpaved areas is 85,E U>- -1- with a maximum loss of 5 psi. plans win 'e CONINA00H shall be responsible for coordinating the •e1 a ,,lion of burled kind �„erherad otilltirs STORM DRAINS 16. Upon satisfactory completion of testing, the new mains and 10. Existing monuments, property cornea•, and survey markers shall be 1. The filter fabric shall be purchased in a continuous roll connections to existing mains shall be cleaned and flushed with cut to the length of the barrier to avoid use of joints. When aeration Lir variance from these plans, except minor protected. Replacement shall be at the permit holder's expense. 9 j - - -- ! 411 storm drain service lateral connections are to be tees potable water prior to disinfection. Flushing velocities shall be at dints are necessary, filter cloth shall be s ~ 1,ljustments needed to meet existing field conditions, j y, spliced together 1a unless otherwise noted. least 2.5 feet per second. Disinfection shall be in accordance with only at a support o a> I,oI hr it hr tipprovpu by the applicable agency representative AWWA Standard C651-92, the State Health Division and City I I. CONTRACTOR to have Geotech inspection of structural fill and Y PP post, with a minimum 6-inch overlap, and both a:m ends secure) fastened to the n n Liddrndum Any variations from these plans shah hr All rain drains or footing drains shall be piped to the requirements. The continuous feed method of disinfection shall be provide copy of tests/reports to City of Tigard, OR. Y post. rntek; tin construction field prints and transmitted to the used. Disinfecting mixture shall be a chlorine-water solution having2. The filter fabric fence shall be installed to z t1f. • ',EER street or connected to a drainage facility. Curbing is to 9 have 2 drainage blackouts per tot. Blockouts are to be a tree chlorine residual of 40-50 mq/I (milligrams per liter). The EROS 10M CONTROL follow the contours where feasible. The fence posts shall be vr� located 5 feet from property lines. disinfection mixture will be prepared by injecting a calcium/sodium P Wm Any �nspectu,n by the County, City of Tigard spaced o maximum of 6 feet apart and driven securely into the n hypochlorite and water solution into the pipeline of a measured rate ,u the ENGINEER, shun not, 1n tiny way, relieve I. Contractor shall install and maintain erosion/sedimentation control ground a minimum of 30 inches. - 3 All storm sewer pipe within public street R.O.W. shalt be while fresh (potable) water is allowed to flow through the pipeline so r 1'tyNTRAc'TOR from any obligation to perform the work 1n that the chlorine-water solution is of the specified strength. Treated Curing construction (any tirne of year) per "Erosion Prevention and tcornL,har,ce with thea applicable codes u',d a mstolled with open joints Otherwise, gaskets are required PP genc, (chlorinated) water shall be retained in the pipeline long enough to Sediment Control Plans 'i ectinical Guidance Handbook" dated February 3. A trench shall be excavated, roughly 8 inches wide by 12 r,fu,rpments destroy all non-sporeforming bacteria. Typical retention period is 1994 and Unified Sewerage Agency's Design and Construction inches dee u slo a and adjacent to the wood post to allow the P 9d P, P P 1 4 Sturm sewer pipe, unless otherwise noted on plans, shall be a) cover greater Corrugated smooth inter far high- 24 hours. At the end of the 24-hour period, the pipeline is to have Standards, R Ar 0 96--44, chapter 8. filter fabric to be buried. ^nnlition work 91011 include removal of all slumps anti than 36" a free chlorine residual of at least 10 mg/1. After satisfactory artutne debris Conformance with all requlalions and density polyethylene pipe (CPP). Pipe chlorination, flush the water from the line until the water throughout 2. Approval of this erosion/sedimentation control (ESC) plan does not 4. When standard strength filter fabric is used, a wire tt r,y requupr„rata for such work shalt be the reapon shall be manufactured to AASHTO M-294. the of supply. constitute and approval of permanent road or drainage design (e.g., support fence shall be fastened securely to the upslope side of Z ,I A,, of the CONTRAC Tc)R b) cover between ASTM C-76, Class 4 reinforced Dispose of the disinfection water in an approved manner. Do not size and location of roads, pipes, restrictors, channels, retention the posts using heavy-duty wire staples at least I Inch long, O i= 36" and 18" concrete pipe (RCP). allow disinfection water to flow into a waterway without adequate facilities, utilities, etc.) tie wire, or hog rings. The wire shall extend into the trench a I1 Approved erosion control measures shall be taken The c) cover less than IP" ASTM C-7/6, Class V RCP. dilution or other satisfactory methods of reducing chlorine residuals minimum of 4 inches and shall not extend more than 36 inches cr ONTRAC'OR shall provide oll muter ul, pqu,pnipnt, and per- c) 48"0 pipe 1; gauge corrugated aluminum pipe to a safe level as mandated by DEC. After disposal and flushing 3. The implementation of these ESC plans and construction, maintenance, above the original ground surface. Sonnet necessary to maintain Ouch pr0s1Jn protection (CMP) per AASHTO M274. w of the disinfection solution, there will be another 24-hour retention replacement, and upgrading of these ESC facilities is the responsibility measures Any damage caused by erosion shall be corrected period ride to bocteriolo )cal testi" Bacteriolo real tests will be of the contractor until all construction is completed and approved b 5. The standard strength filter fabric shall be stapled or immediately D P g 9 g P Pi y wired to the fence, and 20 inches of the fabric shall be by the CONTRACTOR at his own expense 5 Concrete Sewer Pipe (CSP), when Specified, shall conform taken by TPW. the Unified Sewerage Agency (USA) and vegetation/landscaping is with ASTM C- 1 4, Mass 3 is established. The developer shall be responsible for maintenance extended into the trench. The fabric shall not extend more than open cutting of existing streets shall be patched with 17. Provide an Eclipse No. 88 Sampling Station manufactured by after the project is approved until the lots are sold. 36 inches above the orig;-ia1 grounc surface. Filter fabric shall not be stapled to existing trees. • ,old (tpmportiryl or hal mix, at the clasp of each work Foundry, St. Louis, MO 63102. The sampling station shall be a 2'-0" 4 The boundaries of the clearing limits shown on this Ian shall be ' enthrs shun not tip Ip}1 open -',pini ht 6 Harkfill roust hp compacted to a density of 957. per P 9 AASH 10 T- 180 1n paved areas. Minimum compaction in bury, with a 1/4" FIPT (Female Iron Pipe Thread) inlet, and a 3/4" 9 P unpoved areas is 85% unthreaded hose nozzle. All sampling stations shall be enclosed in a clearly Flagged in the field prior to construction. During the construction 6. When extra-strength filter fabric and closer post spacing p'pe bedding shot, be 3;'4" - h' crushed ruck 'corn a period, no disturbance beyond the flagged clearing sholl be permitted. are used, the wire mesh support fence may be eliminated. I" sampling e, i,on on sh ll re aluminum-cast housing. When opened, the The flagging shall be maintained by the applicant/contractor for the such a case, the filter fabric is stapled or wirl directly to 1.,�nlmum 4" below the bottom of the pipe to the spring ling ? The ends of storm service laterals shall be marked with a sampling station shall require no ker far operation, and the water p pe smaller than I tl" diameter, and 6" minimum for 18" duration of construction. the posts with all other provisions of the above standard note EU PFypk � r one piece 2"x4" marker extending a minimum 12" above the will flow in an all-brass waterway. All working parts will be of brass for standard strength filter fabric applying. ��.P G1Nf Z Q I inieter and larger Trench backfin shall be as noted in ground with the end pointed white Magnetic tope shall be and be rernoveable from above ground with no digging. A copper F, OW. _ p •�•e Pipe Bedding and Backfin noel 2„ 5. Thr, ESC facilities shown on this plan must be constructed in conjunction �� GN r installed along the x 4 marker See USA Detail #290- ST vent tube (standard) will enable the sampling station to be pumped with all clearing and grading activities, and in such a manner as to insure y 7. Sediment fences shall be removed when the have served V) lr free of standing water to prevent freezing, and to minimize bacteria that sediment and sediment laden water does not enter the drainage their useful purpose, but not before the upslope area has been 5 growth. The exterior piping will be brass, and a 3/4" ball valve shall system, roadways, or violate applicable water standards. permanently stabilized. � be provided in place of the 1/4" pet cock on the vent pipe. Opf fiUt1 _ 6. The ESC facilities shown on this plan are minimum requirements for 8. Sediment fences shalt be inspected by applicant/contractor + r' SHEET BENCHMARK: ELEVATIONS BASED ON MANHOLE RIM ELEVATION AS SHOWN IN anticipated site conditions. During construction period, these ESC immediately after each rainfall and at least daily during ' SANITARY SEWER AS-BUATS PROVIDED BY THE CITY OF T IGARD. facilities shall be upgraded as needed for unexpected storm events prolonged rainfall, Any required repairs shall be made Oy m and to ensure that sediment and sediment laden water does not leave D Yr �� O U MANHOLE AT STATION 39+99AT I 4.44 LT CL ALIGNMENT of the site CUP1999-00006 of McDONAED STREET. RIM ELEVATION 220.38'. } 9355 SW McDonald Stir. - -�31 x -� BUP 2000-00206 060�2001 JOB NO. a CITY OF TIGARD BASF NO. 2o 73 RENEWAL DATE 1095-03 109503cvdwg r.. LEGIBILITY STRIP Cm 1omO.1 Cm I 2 3 4 5 67 8 9 10 I I 12 13 14 16 17 18 !9 20 21 22 23 24 25 26 27 28 29 30 C DZ I I I OI NaNI s lqa 4 �..tl1,1�1�11��1i1j.W11�.111.�1�.Ua�IU�l�l��,I.j1i lLl�l�l a1� ll.il�l.��.1t1�I.�l��t.Ii.lj.la.I tI�J�I�� 1,t1��l�jl!.1�1J ls.l�.l�l��.�lel j.la,l� .�1� 11�1j1�ltlj�l�lj.l<1 .�J j 1i1jU 1I�1�1� 1�1�� 1�1�111j�►�U�UI .�l tri lel ,�.l�.l�� z :�INab�E0.wMM1.,.+7p!«,p,a+w^!..»AAT..,.m+'+I••ef.;««r.e,....dwA;a, FWa>xis,•+w.stM•'k�M�+x�dM9t+a.^^+r . °r f VCIJ00 - - TORM LINE CON] SDCO 4n. n .�. - - - --- . .-Vx 3.�. (�i ,F STORM 6" IE WYE SWALE 236 , SDCO 3 5' BAREIMRE FENCE-' k -x---.., - �., 6 IE = 235.70 SDCO 2 6" IE ® WYE - - I �!; �•• '�" '!� -1•.. .�.. �., ,�, ,..� .,., ,.� ti /6 IEE 234.50 4 -�� = 233.42 AREA DRAIN 2 v ,• Ln 6 PVC = �. ,�. �. / -� N' L=280.30' ...' �. .� '..� ,.,. s �`G .,� �-_�_ G = 235.5 w _ / �� ► S - 1.209. -- - _� - 6' IE OUT (S) t� F" u 233.5 1+1 DECK 4• SHEET - �- \ GRAPHIC SCALL' wit ` * � \ 6" IE ® WYE 20 c o io �o y H W N = 233.25 --- - ------- W:5 G_ H -AOS II � •,,:. �L- �' � 11 ( IN FEET ) rr ..7 V �� I inch 20 tl h� '••� C O 4' SHEEP FENCE -j 4 x V) acnC� `z r O W USO AREA DRAIN co TC = 239.5 x �� ? C 6" IE OUT I ». • 'J '�► W 0. 237.5 - I AREA~ �N TG 8 �1 M STORM 6" IE OUT = 238.73 �« ` r ox L = 9.91' - �o S = 3.0% *COORDINATE FIRE, DOMESTIC WATER, o 0 = 0 ROOF DRAINS AND SANITARY SEWER INSTALL STD. FIRE HYDRANT I SDCO �y6 w CONNECTIONS WITH MECHANICAL PLANS II PER TVWD DETAIL STORM _ SWALE 6" IE I = 236.53 * * �-' SDCO 1 6 IE = 230.85 ENTRY 6" PVC Ice -1 -1 ��. 6" IE �+5 01") r--I <� SDCO #7+ '�' "� � $ ..., I L=263.50' 6 IE = 233.53 0 I� Q WYE=238.44) I _ = 3. -_-�- _;r 1- -- -- 6,. E = 233.28 I I I 7 ek 1_ J ' G J _ J Qf Iro eHcg°sul� - D.I. BEND WITH TRUST BLOCK INS ALL Te RE HYDRANT I d" I WY' \ PE TVJ DET IL E ® E < Q I - - - - - - - - - - - " D. O 230.53 ( I d. 6 -- ---- --_ --- W 3 CI!CKEN YI t NCC / / 6" SANITARY LINE " - "-= I }" - n,/ / 53.94' S-8.45% S7 LINE 13 BARBwiRE FENCE CONTRACTOR SHALL POTHOLE TO VERIFY LOCATION OF ALL ?Y / �'- _ / UNDERGROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION �� WATER LINE / / r ----- -' !� - '� I AND SHALL PROVIDE WESTLAKE CONSULTANTS INC. 72-HOURS �r{ NOTICE OF ANY POTENTIAL CONFLICTS. --I / LANDSCAPE ISLAND 3 Q F-- �-- DOUBLE CHECK � \6''�WYE = 228.72 _� �- BASIN' 1 ASSEMBLY FOR / / TG = 230.9 - IRRIGATION / / 6" IE our (sE) �` STATEMENT U (SEE LANDSCAPE / UTILITY S E EN'f PLANS) �• / / �� = 229.4 L3' .�;!' � r THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD STORM HIGH FLOW BYPASS SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR y 6,, MANHOLE (FLAT TOP) 2 \ 4 g \ 6 \ g \ 0 MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN .�� p (STORM GAIL MANHOLE OR APPROVED EQUAL COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR Q Il �\,� �\, \ !� /i' \� 69� RIM = ±230.0 ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE 10" PVC S 3�; 6" IE IN (N) = 228.23 UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION 8FIRE LINE +\r'�' ( INDICATED ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS q/ /I -' L = 5.0 6 IE IN NW) = 228.23 / / 6 '` TARY LINE :, `'� = 2 % 10° IE OUT �SW� ffi 227.90 ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE Z >- " _ SURVEYOR HAS NOT PH"SICALLY LOCATED THE UNDERGROUND UT IL ITIf � O * a �.� ' IE OUT SW YR OVER FLOW) 23.00 1' �,,. ... 00 m� rti-vrl, - -___ - .a\ �.. 2' SSCO y - - D lj L .1E ® WYE = 222.10 10 ,227.80 1 IM 11 1/4' BEND D.I. BEND O E:10 `O � --- ,t� 12." IE = 222.17 TRUST BLOCK / I ]!` f 1. THICK00) / I� NESE ORAWGS ISE THE PROPERTY a ,j. y 0 ALL RIPRAP TO BE UNDER-LAIN ARE NOT OOK ANTS CE INA AND � - " ARE NOT TO R REPRODUCED M1 ANY ( , I RIPRAP (70 CY AP .Kbx.) I 12 PVC SD L N � MANNER EXCEPT rITN ME �T1EN TRCI CH AIN BY NON-WOVEN GEOTEXTILE rums , or wo I? / _r" TG = 230.50 ';1j lC5'ATHI SS 1K 0 / L = 82.64 (AMOCO 4545 OR EQUAL) I� Z o 6 IE O 229.0 450 C PPROX. S = 8.25% nZ I� IJ o !y/ (LY= 2( I ) ,' CULVERT,, ( )! I .� .�. PROPOSED STORM LINE _ v� 13 Iuj �r r 1 1 �. w I - - ,� Ei II � - = 11 LF STORM 1.0% (MIN) RI / / POND OUTFLOW STRUCTURE Zm loo L S 100 12 IE OUT (S) = 216.5 PROPOSED SANITARY LINE. W DOUBLE CHECKc"' I w/�,F SWALE ) - V��LVE ) :, �� »-I 1. THICK x Z ` �'' '"}" �f60 CY APPROX.) STORM MANHOLE (FLOW CONTROL STRUCTURE) Wr F I).0 I I 1 .. R �, ` ! / 1 1 RIM = 224.50 ---------- PROP©SED WATER LINE r' .1' `m CONNECTION I I z 00 �; A r 0) POND 1T. 10" IE IN (W) = 216.18 ,. < 11 I 4 ; > BOTTOM i 12" IE IN N = 216.18 2" ATER I v' �' a,Y 1.5 fH1 `K V- ^t =220.0 I " ( ) _ - ----- ---- PROPOSED WATER LINE am R „ 5 CY APPROX.) ;> -4< /' IME R / _ I 12 IE OUT (S) 215.98 ERVICE) I 80 _ I CONSTRUCT STORM MANHOLE '' `� oNCRr ASSEM r' /� �' 8� PROPOSE 1D CATCH BASIN EL. n 0 I 5AN1TARr MANHOIE tETAINING WALL` r i O 7 LLJ y�, A r OVER EXISTING 12 STORM LINE rl, c, 231 1 " '.,,"' `�i`' ,/ - 10" PVC >°o RIM = 216.1 \ AREA DRAIN 1215.24' ` .- v' ►7 i r, ,.',r r. `' S = 2.00% II M 12" IE IN (N) 213.5 :,t) 18' _ - �:, a� 0 12" IE IN \ OUT (W-E) = ±212.5 _ N CATCH BASIN_ PROPOSED MANHOLE PIM ILL 212.64' * CA1CH BASIN � --•-.._ _- -- - I IE IN (12",S) 210.0' PROPOSED CLEANOUT �' '1 z --r-- I E I N 1 K) .08., O RIM ILL 230.96' --- .. � � i.} - - - >\ IE IN (1�,",$) 22e :' INSTALL STD. FIRE HYDRANT ` -~ � _ • ( 2" E 20 6' 6 .� , _ IF OUT a / PROPOSED SWALE (5> PER tVWD DETAIL I ; r , ------ 1, = 4 c� - - _ BEN ,H MARK REMOVE WATER METER �; z v' -----------------7---- $ (SEE SHEET C1.0) -� AND ABANDON LINE ", t RIM LSANITARY w n - - _ SS (S� i ._j LL Fj- - --- ---8"w RIM EL 230.97' 1 Ph c/) OI IF our (1z',N) 22e.7CONNECT TO EXISTING f - - -...__ _ _ __i _ - - - z a WATER LINE (AVOID CONFLICTS SANITARY MANHOI-L - - (n WITH o CATCH BASIN 1 Fj,01 F, 5 rn Itl WITH OTHER UTILITIES RIM EL 22Q.36' RIM EL. 212.43' IF IN (r! 21.80' IN THE AREA) 1E IN (e",w� 217.70' IE OUT (12",N) 210.1 Lv r_ OUT (8".E 212.60' r�>tl- tY f 7 I CONSTRUCT SANITARY MANHOLE (� SHEET ` OVER EXISTING 8" SANITARY LINE I } 21' RIM = 225.0 m ,' L r.. C30F 1Q6" IE IN (N) = 214_20 - 6" IE IN \ OUT (W E) f 213.7 (VERIFY EXISTING) 9355 SW McDonald Str. SUP 2000.00206 06/30/2001 JOB NO. ; Sof 73 RENEWAL DATE 1095-03 109503Y,.DW- LEGIBILITY STRIP C O 2 3 4 5 6 7 8 9 10 11 12 13 14 16 17 16 19 20 21 22 23 24 25 26 27 28 29 30 ipmm�i m Z I I I 01 NON I a 1 OZ s� O • IIJJ�J 111.x.1 1�aj1<11-LI k�1111.I.tl.�.l.111.I1�J.I I.A.I,(I lJ IJ.I I I IJ� I I I I�.I�.I I I.I IJ.I�l 1a 11 I I I I I I I I I�.LI LI�11.L1.1�1.1(t 11 IJ 111�1.L111�1 t I I I I)I I 1 l I.11 JI.IJ 111 l I I-I �I lJ1J �_LI L�I I(t l 1.J.11�111��.,..�I la llll�lla.l l lt.l.� .oa } ...y!•^M+rl,raww y .�+. '.'YfY+1,WN.rwYMM•VH .. -,..: 1pmw 71 K10•M�!�' MRwMIM�'. 1rAllMI4�4M.. .-" A'S^;/ ... _ I' EhMION!RM`�MII�AMM''?M+Kw..••+o.emr!wn..wln+•�ve..y. M'"'!nww..lYfwq"e.M•.NnWe""+;Iwri,"P41y'Mwyr,yaaa"Nlpw ., •, .M'••• MYA•4,Y.•,'.u." k` Afrl,p• nNM},.M MMMM !NS,� M . . .. , .. ... .. .. .. .. Y .Mk'MwYN�...TM'unvlMaX+U.kM"FIFM _. 'wM+r: - - ��y�.yam{, ., .• .;I r VAR f ES 6" MIN. 3" A.C. IN 2 LIFTS Z ~, z to STREET AREAS OUT OF STREET AREAS mN L-.--_� SAW CUT EAm 5 \� 2.oOX 3' EXISTING SECTION o0 MAIL BOXH20' 20' �—/ \3 �1 RESURFACING7777 \� y' /, — MAIL BOX 20' �� \ \ ` / 4i 2" OF 3/4" - 0" , • 3 --_ °I- I/2" A.C. CLASS C `= r Z a 2" A.C. CLASS 8 � EDGE OF PAVEMENT ' u 2"-(�2�,-0) CRUSHED ROCK F+1 COMPACTED SUBBASECLASS B 0 7"-(2"-0) CRUSHED ROCK BACKFILL CLASS A w 5 wt PLAN VIEW WITH SIDEWALK PLAN VIEW WITHOUT SIDEWALK 2" - 0" C BACKFILL " N.T.S. N.T.S. PRIVATE DRIVE SECTION V) H w N.T.S. 0 0 o v 7 • VO N D o c o , a E" O coo CBU TYPE III MAILBOX 0 00 0 C � ww ... Crz j� 32�j 18.5" 3/4w - 0" 0 p c� I--- W LOCAL STREETS: GRANULAR BACKFILL ` °'°o ° ° m W Dia c o U o Q v1 -SAW CUT OR GRINDING Ac 6' ASPHALTIC CONCRETE, OG v > �" ,w� U I I EXISTING PAVEMENT— DIG OUT REPAIR AB - 4' (1--16 - 0") AGGREGATE BASEROCK w� 49 b/8 AC - 8" ASPHALTIC CONCkLIE -- FINISHED //� � lri� !��` ;; r�7' i��/�%'�%/i%%%�% MINOR COLLECTOR STREETS: Z D ---- CONCRETE �,/j/ ACf / �� ,'/, i 13 3/8" AC - 7" ASPHALTIC CONCRETE. pi,v _ ' AB - 4" (1- - 0') AGGREGATE BASEROCK `�-- aOa o 0 o c �, BACKFILL IN STREET AREAS J O o' 'o?Qd0 V�oAIIII o;e�Q�'Co G-- AGGREGATE BASEROCK PIPE BASE m c AC - 9" ASPHALTIC CONCRETE cc D _ I:�_, I":; 1 ;::-:! ' " 1. IF S/W IS AGAINST CURB, FILL FRONT VIEW SIDE VIEW ''-""' ; I"`I� ' I� __ ROCK TO BACK OF S/W. 1-_ - �_ I --- COMPACTED SUBGRADE MAJOR COLLECTOR STREETS: MAILBOX NOTES: N.T S. N T,S. 2. IF S/W IS NOT AGAINST CURB, AC - 9" ASPHALTIC CONCRETE, r V 1 CONTRACTOR TO BUILD 6" P.C.C. MAILBOX PAD AND POSTAL SERVICE TO INSTALL AB - 4' (1-1/2" - 0") AGGREGATE BASEROCK FILL F OCK 2' BACK FROM CURB.PIPE BEDDING AND BACKFILL DETAILS �--- CLUSTER BOX UNIT. PAVEMENT DIG OUT REPAIR DETAIL HOTEL PIPED.DwG CLUSTER MA 1 L & PARCEL BOXES DIG-OUT-DWG S.W. FONNER STREET IS A MINOR COLLECTOR. 0 Q W CD W EXISTING DRIVEWAY - J MATCH WIDTH do GRADE _ O _ R NE }- F-- W VARIES SEE NOTE 5 SEE NOTE 4 _ Q SEE -- - — --3-2' CURB JOINT 5' MIN NOTE 4 SIDEWALK i 6' 8r, 5' MIN. SEE NOTE 5 ROW B I SEE NOTE 3 B 7111 L 4' MIN. 1 TYP. TR -�- 8" A Q T I 5' MIN. � � - 6' 30' MAX 10' MIN 60 GROUND 633" �I�•T, O �- 2" OF 3/4"-0" BASEROCK PLAN 8 " 12' COMPACTED SUBGRADE O _ U � 1. MATERIALS: SIDEWALK ADJACENT TO CURB USE EXISTING EXPANSION JOINT OR SAWCUT AND PLACE COLD 1" EXPOSURE 2" X 2" X 40", 12 GA. GALV. PERFORATED STEEL JOINT. POST. n�sE DRANMG$ .EAREvnovEl+n a - T _ \�i wEst CONYAIANIS IN., (1i1) NIO '— ARE NOT TO K RE WMCE I IN ANY MANIIER EXapT I ITN TIIE 'IIITITN 2 1/2" X 2 1/2" X 18", 12 GA, GALV. PERFORATED PEWS" OF NaELEVATION 6—B STEEL STII-cNER POST. g8 5' MIN. ROW UU 2 1/4- '; :: 1/4- X 36", 12 GA. GALV. PERFORATED STEEL 414CHOR. 6"2 GROUND STREET -----'' -� 3/8" X 3 1/2", GALVANIZED HEX HEAD BOLT WITH ROAD 1�*rt- Wm 3w LOCK WASHER, OR 5/16" CORNER BOLT �� -_- _ _-- - " w - —� .r `w of 7/16 X r)", GAL.VANIZED CARRIAGE WITH FLAT AND SEE NOTE 5 `� 2 OF AGGREGATE W} 182" OF 3/4"-0" BASEROCK =m LOCK WASHER, 2 BOLTS PER RAIL PER POST. -"' (34 -0/ ) COMPACTED A 2" X 8" CROSSRAILS-PAINTED WITH REFLECTORIZEU COMPACTED SUBGRADE SECTION A--. RED AND WHITE PAINT. NOTES: m`m 2. SEE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES SIDEWALK AWAY FROM CURB 1. THIS DETAIL MAY BE USED WHEN PRIOR APPROVAL HAS BEEN OBTAINED z FROM CITY ENGINEER. 2} FOR STREETS AND HIGHWAYS AND THE OREGON In wm SUPPLEMENT. 2. CONCRETE COMPRESSIVE STRENGTH SHALL BE A MINUMUM OF 3000 PSI AFTER 28 DAYS. 3F-1 BARRICADES NOTES _ _ 6C-8 BARRICADE DESIGN 1. CONCRETE SHALL BE 3000 P.S I. AFTER 28 DAYS, 6 SACK MIX, SLUMP RANGE 3. CURB JO' ' SHALL BE TROWELED WITH A MIN 1/2" RADIUS ALONG BACK OF CURB. 6C-9 BARRICADE APPLICATION OF 1-1/2" TO 3". 4. EXP' ,N do CONTRACTION JOINTS SHALL BE 1'2" PREMOLDED ASPHALT IMPREGNATED 3. ALL MATERIALS AND WORKMANSHIP SHALL BE IN 2. PANELS TO BE 5 FEET LONG. .;IAL OR EQUAL EXTENDING FROM SUBGRADE TO FINISH GRADE. ACCORLF NCE WITH THE CURRENT STATE OF OREGON I 3. EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY APPROACHES, + G ST 1NDARO SPECIFICATIONS FOR HIGHWAY CONSTRUCTION UTILITY VAULTS, WHEELCHAIR RAMPS, & AT SPACING NOT TO EXCEED 45 FEET. 5. 6 X 6 10 GA MESH REQUIRED FOR COMMERCIAL DRIVEWAYS ONLY. BARRICADE do SIGN SUPPORT 4. BARRICADE FOR SIDEWALK I$ SIMILAR. 4. FOR SIDEWALK ADJACENT TO THE CURB AND POURED AT THE SAME TIME AS THE — CURB, THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MIN. 1/2" RADIUS. "�R0°SD�" NO SCALE cn AGUSTIN P. DUENAS w 5. SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES IF MOUNTABLE ENG"411t/dGOEPAIITMENT � MODIFIED " CURB IS USED OR IF SIDEWALK IS INTENDED AS PORTION OF' DRIVEWAY. 13125 SV HALL alw PWG N0. T16ARD,(503) 61 97227 MARCH ,,,ee DRIVEWAY 14 3 STREET BARRICADE OTHSRNASE SIDEWALK SHALL HAVE A MINIMUM THICKNESS of 4 INCHES. vace 50� eJ>a-nn CITY OF TIGARD FAX 503684-729) 6. DRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF SIDEWALK WITH 3" DIAMETER AM MIL DATE PLASTIC PIPE AT 2% SLOPE. CONTRACTION JOINT TO BE PLACED OVER PIPE. REFERENCE APPROVED BY DRAWN BY CITY OF .,F U CAA CAB CONCRETE S I DEWALK i TIGARD SCALE DATE DWG. FILE CONC--SW.DWG cPE� IkCF. cn �� `� ;NG 1 NfF� O _ OREGON N.T.S. 7-6-93 J:DETAILS\BARICADE.DWG r 1 F 01 rise( r', Irl Z SHEET c,y �. V` C50F 14 ID9355 SW McDonald S1r. 4 UP 200030206 - 06/30/2001 JOB NO. RENEWAL DATE 1095-03J LEGIBILITY STFIP ` ^0 2 3 a 5 6 7 8 9 10 1 1 12 13 14 i6 7 18 Ig 20 21 22 23 24 25 26 27 26 29 30 „m . al 11 01 b HOW 10 -- L1�.l.�.Gl.I.1�li��.,�l.Ll!l.►.1�1�.I.I�.,1 i I.t��.l>.I�J�.1.L1a.1.>.1�1�1�.1�,1�1.LI�1i.l.Ll�.I�.I�J.i�l.l_I.I iJ.�I�a.a.l.tl iJll,l�ll�,1�.1,�.1>_lal.�a.�..J.l�l ll l I I I I�1.11.11L11I I�I.Ia l.�J_�ILI�.J.�liJ.l.l..l.l.�.l�l l I I I I I I i l l�l��l.lJ ll.li.l!la.l�l.�.l.11�,I�.lli�.��.1.11.11.�.t�.�.l.�.l�l�la.l��J.�111 I�Cz mpmp000 ». .: ,: mop _.. ..>'M�Y'Er'! ,.,Mr.e'+ery,r, rr..�nw,,....�rwww.. wrr!rt�nwwMzM�'..r+gw+MI�1AWMpl�rMp«M�gMM•.�:amr�+ia�MlN�,w.4M� -e�""M+.. ,.. ..: _ ,.nR,.r, _ . . _ ... , w. ,. ,: m ..... .. rMyf! kms*' MWifydwc7w�k� _ Tf+•T',',�, +., ... N(. � O~ z I � COCq CO Cq a PAVEMENT OUTSIDEloco WITHINTHI" PAVESIDEWALK ADJACENT TO CURB - f • PAVEMENT If- 2.0'_ I• v, 18" CAST IRON 910 VALVE BOX TOP I I Z 18' CAST IRON 910 BOX I 18" " MIN -SIDEWALK MIN BREAK FLANGE �,i•� PROVIDE 24" BY _ -F 6MAX.-- +� V) 4" THICK CONCRETE r ---`� - - PLUGGED IEE PLUGGED CROSS �n ad I BEND PLUG OR CAP s PAD (SEE NOTE 4) o�' o E.Y. t 1/Y -3/a' DRAIN ROCK777 ---�� ' • U0.7 1N HAND TAMP BACKFILL j N AROUND TOP SECTION TAR PAPER (MOISTURE BARRIER) k-- 6" MIN. y't' n7 6" DUCTILE IRON PIPE ` W 4 W 12 MAX. :,► - - - _ _ ''�� RESTRAIN ALL JOINTS W/ '"�' � }' T1> z En "FIELD LOK' OR EQUAL GASKETS 6' ASTM 3034 PVC �; U W O �`-�, -- ----__._�-_--- _-- - :; LATERAL PLUGGED CROSS TEE OPERATING NUT EXTENSION \� T! 6'AMEGALUG RETAINER �/� /��\��0 \J�/ CONCRETE THRUST BLOCK SCHEDULE �� W Q nr- (SEE DETAIL NO. 505) GLAND (EBAA IRON) 8' GAT VALVE _--� PIR (BEARING AREA OF THRUST BLOCKS IN SQUARE FEET) _ J CONCRETE E FLG. x M. BLOCK FITTING 9013END, TEE, OR 45' 22 1/2' 11 1/4' - M.J.x6' FLG. TEE SIZE (INCHES) PLUGGED CROSS BEND BEND BEND - - SIDEWALK WITH PLANTER4 01.9 0 X2'0 -_ STRIP AT CURB @ s 04.0 02.12.1 01.3 1 8 07.1 03.9 02.0 01.3 SIDE�7ALK 3" MIN. BREAK FLANGE 12 16.0 08.8 04.5 02.3 6" MIA. 16 28.4 15.5 08.0 oa,0 1/ VALVE BOX NOT TO REST . •-., .•.. Ir .. oo., 4 --. 24 64.0 34.9 18.1 09.1 _ . _^ .-_. .o o ON OPERATING ASSEMBL" f`Z+•,{ } r �l 2) OPERATOR EXTENSION NOTE: ABOVE BEARING AREAS BASED ON TEST PRESSURE OF 150 P.S.I. AND AN �J / REQUIRED WHEN VALVE NUT 1. HYDRANTS TO EE MODERN MUELLER CENTURION, A-442,(OR APP'D EQUAL) 6' MJ, 5 1/4" ALLOWABLE SO!; BEARING STRENGTH OF 1500 POUND PER SQUARE FOOT. TO IS DEEPER THAN 3 FEET MVO 3 PORT - TWO 2 1/2" PENTAGON OPERATION NUT, OPEN LEFT WITH THE FOLL07ANG: COMPUTE BEARING AREAS FOR DIFFERENT TEST PRESSURES AND SOIL BEARING FROM FINISHED GRADE. ---�- - - A. OIL RESERVOIR B. BRONZE ACTUATION NUT STESSES, USE THE FOLLOWING EQUATION 3) CENTER VALVE BOX ON C. BRONZE SEAT RING BEARING AREAS - (TEST PRESSURE/150) x (1500/SOIL BEARING STRESS) X (TABLE VALUE) AXIS OF OPER NUT. D. WEATHER SHIELD CAP ��11LE Q E. SAFETY SLEEVE COUPLING NOTES: 4) PROVIDE 24' SQUARE BY 4" THICK W 1. STRADDLE BLOCKS REQUIRED WHERE LINES MAY BE EXTENDED IN FUTURE CONCRETE PAD AROUND VALVE 24 / 1 F. THREADED NOZZLES WITH 0" RINGS t J w 1 `�� / � SFE DETAIL NO. 561 G. NATIONAL STANDARD THREADS BOX OUTSIDE Of PAVED AREAS �\-� 2. SAFETY CHAINS TO BE REMOVED, 2. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH, Li AS SHOWN IN CONCRETE PAD DETAIL _ _ 3. HYDRANTS TO BE PAINTED USING R-1317 SAFETY YELLOW OR AN ALTERNATT APPROVED 3• KEEP CONCRETE CLEAR E JOINT AND ACCESSORIES. 4. THE REQUIRED THRUST BEARING AREAS FOR SPECIAL CONNECTIONS ARE SHOWN BY DISTRICT FIRE MARSHALL. W '- I 4. HYDRANT TO BE INSTALLED TRUE AND PLUMB. ENCIRCLED ON THE PLANS e.g. 15 INDICATES 15 SQUARE FEET BEARING �n -- - 5. NO OBSTRUCTIONS WITHIN 3' 0" RADIUS OF HYDRANT, AREA REQUIRED. 6. IF SUBJECT TO VEHICLE DAMAGED, PROTECTIVE POST TO A PROVIDED. 5. IF NOT SHOWN ON PLANS, REQUIRED BEARING AREAS FITTING SHALL BE AS �--' 24_ -� 7. VALVE BOX TO BE IN ACCORDANCE WITH STANDARD DRAWING NO, 503 OR AS APPROVED INDICATED ABOVE, ADJUST IF NECESSARY, TO CONFORMM TO E TEST BY ENGINEER, PRESSURE(S)'AND ALLOWABLE SOIL BEARING STRF.SS(ES) STATED IN THE S. THRUST BLOCKS SHALL NOT BE PLACED AT HYDRANT LOCATIONS. SPECIAL ARANS. O CONCRETE PAD 8. BEARING AREEAA SI S AND SPECIAL BLOCKING DETAILS SHOWN ON PLANS TAKE Q PRESIDENCE OVER BEARING AREAS AND BLOCKING DETAILS SHOWN ON �.. TYP I CAL GATE VALVE FIRE HYDRANT INSTALL T� ION THIS STANDARD DETAIL. BEARING AREA OF THRUST BLOCKS ARE IN SQUARE T. w DWG. N0. 503 DWG. N0. 542 - Q STANDARD THRUST BLOT.!( Z U DWG. NO. 560 TRENCH WIDTH AS REQUIRED FINISH GRADE G - F •18' CAST VALVE BOX R0�910 0 12" MIN. �,, FACE OF SIS 0 ° IN • WHITE BACKGROUND • W/ BLACK LETTERS r 18 • MINIMUM 18" WIDE 3000 PSI COMPRESSIVE STRENGTH BY 24" HIGH STEEL PLATE TWj DRAW40S AKME PROP[RTr OF OESRAXE CONSIATM,IS INC. (WD) AND CONC. THRUST BLOCK _ 1" AGAINST UNDISTURBED 12MIN. - 2" SQ. OPER. NUT • ARE NOT M K KP D IN AHr �- OR 1' SOLID STEEL ROD MAMMA [XCEPT W.H TN[ WltWP# EARTH-BEARING AREA SCH. 80 STEEL PIPE SHAFT " R7-13 SIGNS SHALL READ: ON BOTH SIDES OF PIPE _- TIE RODS WHEN 'NO' POWS" OF WC (CONCRETE DIMENSIONS REQUIRED, AS PER 'PARKING" ARE MINIMUMS - SECTION N REFER TO STREET BARRICADE MANUFACTURERS _p_ REFER TO DRAWING NO. 560 1 I!' MINIMUM DETAIL (SHEET 11) FOR SIGN RECOMMENDATIONS / "THIS SIDE" FOR BEARING DATA ,�� SUPPORT MATERIALS U0 � ) 1/4 MAXIMUM 'OF STREET' v _ 6 MAX. t2" MIN CLEARANCE "R8-3" SIGNS SHALL READ: r TAPPED 2 ROCK GUARD 1/4' STL. PLATE 'NO' TO BE 5 3/4" DIAMETER "PARKING" PLUG, CAP OR WHOLE IN CENTER TO Ilk- - `` --- FITTIN SE AS ACCOMODATE MOVEMENT x REQUIRED OF SHAFT wm MINIMUM 6 MIN. 3' r SUPPORT COLLAR WELDED CONCRETE _ TO SHAFT ENCASEMENT ,. --- Crm 2 1/2"x 2 1/2"x 3/8' LONG n -- - - - - --- STEEL FLAT BAR - - -I lYOIi. 0 w� _ 1. CONSTRUCT SIGNS PER THIS DETAIL UNLESS Q ` - -- OTHERWISE REQUir ED BY LOCAL AGENCIES OR ' MIN. ASTM 3034 PVC PIPE - THE MANUAL ON UNIFORM TRAFFICE CONTROL 3"x 3'x 3/8"x 2' LONG DEVICES (MUTCD) AS REFERENCED IN THE RETAINER GLAND DITCH LINE STEEL SQUARE TUBE KEY NOTES. 2'-0" 2. INSTALL 4' FROM EDGE OF TRAVEL SURFACE. �__MIN7_1_ 1 " a�-O"MIN. MAX. PLAN �� I� 3. "NO PARKING" SIGNS SHALL CONFORM TO THE O WI FOLLONG: "R7-13" TO BE USCD ON ONE SIDE OF 116TH -� _ _ PLACE AND 116TH AVENUE. RETAINER GLANDIS) PRIVATE"RS-3" QUANTITY BASED ON PIPE SIZE ATE STREET (FLINTLOCK LANE) AND EATON COURT. LaJ rn STRADDLE BLOCKS TO BE USED AT: a 1, END OF LINE BLOW OFFS NOTE: 2. BLIND TEES 1) EXTEND 2" NUT TO WITHIN 18" OF FINISH GRADE 3 BLIND CROSSES 4. VERTICAL BENDS WHEN VALVE NUT IS DEEPER THAN 3 FEET FROM FINISHED GRADE T r.�GF'�-C) Ph'Qc f• Z Q� STRADDLE BLOCK OPERATING NUT EXTENSION TYPICAL SIGN INSTALLATION Y��G 10.01 = �W' DWG. NO. 561 DWG. NO. 505 NOT TO SCALE w - 0 Z �,. SHEET rJ. C6 nE 10 9355 SW McDonald Str. b SUP 201`10.00206 06/30/2001 _ JOB NO. z Sot 73 RENEWAL DATE 1095-03 i 09503D2dwq y LEGIBILITY STRIP Cf)1 ,�. �,,, ,�',". .,� .... ..I ��, IIl��ll� l:� l ��s 20 21 22 23 2a 2'S � 1� III Till ILII Ili om0 cm 2 3 4 8 2 28 29 30 4O HON 0 IOja 25 z� l� 1 01.i,111�1.�.1�•la.l>1��.�.lall I,�1J •1.i1�.l.t,l.�.l.)1.G.11.l�.�,li!��.�,.I.ala.1,�U,�.1�1�.1,11.�1.t1i1.�.1 i.I.�,1�1 la.lLll1,t.lJJJ1.�a, 111J.>1J1.1.I1.1;11111.�.111I.I.I.I.IJ-I.iI-I_IJ�11.1J��J.i.IJ.1.111.1�.1..�J.�1Ja il�-I Ili I I.l�laJ.l�.l.l� * " -.. *: . . . �- w,, ... ,. ... - ...... .. .. ....,. . .. . .. M,*a1n,F«wnn��+rh.rte+ �rTa4•'"!MA4w+Yyw�C D .. �-. � ' , . . Win..• - A t�1��S it ISI LOCATE FRAME AND COVER C; 04J� OVER LEDGE OF AT LEAST NOTE: O12' IN WIDTH A ~ ' • , � - MANHOLE STEPS MUST BE TIGHT AND FIRMLY EMBEDDED. THEY MUST ALSO MEET THE ASTM - CID Cq �m TEST FOR WITHSTANDING PULLING OUT. O Q O O p O60 5-3/4* I C� O O Q O O C� O Q v v ':i rrarrra1111:.t.YSa rrrrr r-. W MAXIMUM 21" FROM SET FRAME IN NON-SHRINK _ \� a to iGp OF FIRST STEP-. 'GROUT �- - O O TO TOP OF CASTING L:::;��r�/�G• '� NOTES - GRADE RINGS (2",4",OR 6") .' O f \� p b Wt SET IN NON-SHRINK GROUT MANHOLE TO :ONFORM WITH 12" 1` - - 0..4 cn ASTM C-47F, U STANDARD ECCENTRIC _ Z ♦ V0. MANHOLE FRAME AND COVER 3' CONE '. H oar COPOLYMER POLYPROPYLENE PLASTIC STORM SANITARY w A; ;PFCIFIFD SEE DRAWING I?U-ST/130-ST _ ) N vj I OWO All PIPES f N TERING, OR EXITING C"I24-3/4" 7 www CE SHALT BE WATER nGHt Al 1/2' GRADE 80 REINFORMENT O W oso CHANNI I S TO 81 3/4 VERTICAL y i / Z HEIGHT OF PIPE-SMOOTH FINISH 13" CC uEn W _ _ - z RAM NICK OR KENT--SEAL TU HE 22" 40 USF U ON ALL MANHOLE SECTIONS - --- UJ�" INSIDE DROP MAXIMUM 4' MANHOLE SECTION I) (VARIABLE 1'-4') 3-3/8' FOR W ARTI(,AL DISTANCE INVERT TO INVERT 1 PLASTIC SAFETY STEP MINIMUM HEIGHT OF STANDARD 27" o 10BE 5' " 25" m < SEE DRAWING NO 110 S1 MANHOLE/ 8"--B-S/8 /CATCH HASIN STEP ^t1 . • ' �N 1/2' I KNOCK()U1S 10 BE USED WHEN STUB OUT PIPE3 7"IJ -- -- - ,, ,� �+- 3' LESS MIN 2C0'' FAIL BETWEEN INLET AND OUTLET ' _II /8 3/4' GALVANIZED BAR •,s •, I T 48" 3' 3' MIN. MATERIALS: •• 12" MAX. FOR " 1'/FT SLOPE. 1" MIN. FROM TOP OF 12 23" -- . .• " 24-1/2" CONCRETE PIPE GALVANIZED: �� PIPE TO MANHOLE -- SECTION NB (3/4" DIA,) GALVANIZED DEFORMED REINFORCING BAR. '•' • • 1�• REINFORCING BAR CONFORMING NTH ASTM A-815 GRADE 40. • i . � � ; 31 PIPE GALVANIZED CONFORMING NTH ASTM A-123. v I ODPLASTIC: ` NOTES: MUST CONFORM WITH ASTM C-478. .` 1. SUBURBAN TYPE NOT FOR USE IN TRAFFIC AREAS OF COLLECTORS STEEL REINFORCING BAR MINIMUM 1/2" GRADE 80. AND ARTERIAL STREETS. 12" OF 3/4'-0 COMPACTED a, NR'II�M TCOFIlC1elTf � MEETING REQUIREMENTS OF ASTM A815 ENCAPSULATED HASE MATERIAE 2. COVER AND FRAME SHALL BE GRAY CAST IRON ASTM A-48 CLASS 30. Q WITH INJECTION HALOED COPOLYMER POLYPROPYLENE WITH SERRATED SURFACES. 3, COVER AND FRAME TO BE MACHINED TO A TRUE BEARING ALL AROUND. 0 (� �-- -• =�•:--r�;.�"i:N-�u� ,-..•.•.'j=�-,ti.�' 4"FOR GALVANIZED STEP 4. NOTCH LID FOR LIFTING HOOK. Q LLJ lD w W = STANDARD MANHOLE MANHOLE STEP SUBURBAN AND STANDARD MANHOLE FRAME & COVER ~ DRAWING NO, 010-ST DRAWING NO. 100-ST DRAWING N0. 120-ST dL 110-SA L_L_ -•J 0 Q WATER QUALITY SWALE PLANTING RECOIL MENDAT IONS FERTILIZATION FOR GRASS SEED TO BE � ~ w (CONTRACTOR TO INSTALL PIANTINGS E`ER THIS RECOMMENDATION PER EROSION CONTROL NOTES. - 0 UNLESS OTHERWISE APPROVED BY CITY ENGINEEP) TOPSOIL MIXTURE: U DRAIN NOTES NOTES- SANDY LOAM ................................... 70X I. FILTER FABRIC 10 BE NON-WOVEN GEOTEXTILE (AMOCO 4545 OR EQUAL). I. STERIEI WHEAT, RYE, OR RE- GREEN MAY BE USED AS TEMPORARY CLAY ...............................................1 20X EROSION CONTROL AT THESE FACILITIES UNTIL THE SITE IS READY COMPOSTED ORGANIC MATTER ....... IOX I FOR FINAL PLANTING. (EXCLUDING ANIMAL WASTE) 2. COMPACT BACKFILL TO STRUCTURAL FILL SPECIFICATIONS (SEE TEXT) 2. COIR, JUTE OR OT14LR BIODEGRADABLE MATTING MAY BE USED TO STABILIZE IF p!`.CKFILL WILL SUPPORT PAVEMENTS, SLABS OR OTHER STRUCTURAL SLOPES AND THE ACTIVE: CHANNEL IN B 1 OSWALES. THE FABRIC MAY BE. LEFT -- -- - - - - �- -- _._ -- -" LOADS. TAMP BACKFILL AND SEAL THE BACKFILL SURFACE WITH A 8" IN PLACE AND PLANTED THROUGH. PLASTIC MESH AND BLANKETS THAT REDUCE y JUTE MAITINCs \ t, ZONE OF IMPERVIOUS SOIL IF ONLY LANDSCAPING WILL OCCUR AT THE VEGETATIVE GROWTH SHOULD BE AVOIDED, �� ,Q BACKFILL SURFACE. MORTAR IN PLACE ROCKS ON THE TOP 3. THE SUBSOIL OF THE FACILITY SHOULD BE DE-COMPACTED. NATIVE '':,.� _ - Q, ♦ _ a TOPSOIL (FREE OF WEED SPECIES), COMPOST, OR OTHER SOIL LAYER THAT ARE LESS THAN 250 POUNDS AMENDMENT SHOULD BE ADDED 10 THE TOP 4"--6" OF THE FACILITY 3. ALL GRANULAR BACKFILL IS RECOMMENDED FOR SUPPORT 01' SLABS, n PRIOR TO PLANTING. //� :' Q;'''% J' 2 MAIL 4. SEEDING RA1FS AND MIXTURES WILL VARY ACCORD ING TO 1.ICHT, i•F?••�,�•�,�ltiv7,l'w�i 1�,1.71.�i•1, rt�li7•FAEi,�ii •ICI, ,'3�/�� PAVEMENTS, ETC. I SOIL, AND WATER REGIME PRESENT AT A GIVEN SITE. APPLY BY " '�rsT''7 7�T�r T'' "/%% 4 -8 MINIMALLY '��/ �� WIDENING +.• •'�� HYDROSEED, HAND BROADCAST, OR STANDARD PLANTING, AS 4. LAY PERFORATED DRAIN PIPE ON A MINIMUM 0.5X GRADIENT, WIDENING APPROPRIATE. COMPACTED \ ��\��/��//�\��\�/ � � �/�� EXCAVAT I ON AS REQU I RED. MA I NTA I N P I PE ABOVE 1: I SLOPE, AS SHOWN, 5, NATIVE TREES AND SHRUBS WILL REQUIRE TEMPORARY IRRIGATION TOPSOIL DURING THE SUMMER MONTHS Frk THE FIRST THREE YEARS (DEEP M I XTURE COMPACTED SOIL SEPARATOR WATER 3-4 TIMES A SUMMER). GALLON TO FIVE GALLON PLANT SIZE SUBGRAOE 5. RIGID PVC PERFORATED PIPE (6") IS RECOMMENDED FOR DEEP INSTALLATIONS, 4"--8" THICK x 1 L L t:.:: - iNESE 001AIw10S ARE TK PR(IPERTY 1X IS RECOMMENDED PROVIDE CLEANOUIS AT IDO' INTERVALS. APPROX.. 18"-24' , �} I�STLAI(E COTENANTS INc. (Ra) AND t 6 1�I1' AM NOT 10 6E REPR(IOUCED IN ANY 6. BEAVER AND NUTRIA PROTECTION AFOUND TREES AND SHRUES LONG x 12 -113 r,. r •41,1 5..' YAI R EXCEPT r/M T11E MMTIEN SHOULD BE PROVIDED BY INSTALLING AT LEAST 3' NIGH WIRE WATER QUALITY SWALE CROSS SECTION A-A' WIDE STONES .: `r }i,rr PCRMIS"Or ra FENCING AROUND PLANTING ZONE AREAS OR INDIVIDUAL PLANTS, GENERAL NOT "i fi" r.,.AS APPROPRIATE. THE FENCING SHOULD BE STAKED I N PLACE. NOTE: ESTABLISH VEGETATION I N WATER Q'JAL I TY SWALE PR I OR TO I. BATTER WALL 2" PER VERT I CAL FOOT. I kJhI 1. TRFCS AND SHRUBS A( GROUNDCOVERS SHOULD BE ADEQUATELY MULCHED 4 MAX �,," DISCHARGING STORM WATER THR�IGH IT. 10F' DRESSED) WITH COMPOST, HAY OR OTHER MULCHING MATERIAL. TZ.. 0-i.- 8 k4. t'I�r,( � 1-4 F ET (VARIES) J A F AC I t ITIES WITH A COMBINATION Of MIXED GOND I T 1 ONS (WET, MOIST, DRY) WILL 2. MAINTAIN COURSES LEVEL dt SHIM WITH EARTH At STONE CHIPS TO PROVIDE 6 �fT�°,. • tr t. I STABLE COURSING. t�; �'T, • 4JT Z REQUIRE A BLENDING OF THE PLANT MATERIAL OUTLINED BELOW. CLUSTERING �'�, r OF SIMILAR SPECIES IS RECOMMENDED 10 IMPROVE DENSITY OF GROWTH AND SURV I VAB 1 L I T Y. h ,11� ,.tti 9. WHERE THERE ARE POTENTIAL FIRE HAZARD CONCERNS, THE FACILITY SHOULD BE TREES AND c_HRLS (ON BANKS) 3. PLACE QUARRY SPALLS AS NECESSARY, SUCH THAT OPENINGS BETWEEN ROCKS ,� -- - - - - EDGED WITH A MINIMUM Y WIDE MULCH STRIP WITH LOW GROWING GROUND COVER OREGON ASH (FRAX I NUS LAT I FOLIA) ... .. SUN ARE FILLED. r,Y, �,t r,t•}�tl AND/OR A NON--FLAMMABLE STRIP OF ROCK OR OTHER MATERIAL. RED-OSIER DOGWOM (CORNUS STOLON I FERA) .......... SI IADE �, YV I•I 'r.�+ OMPACTED GRANUL AR x DOUGLAS' SP I REA (SE IREA DOUGLAS 1 1) ............................. I PER 2 SQ. FT., SUN BACKFILL (FREE DRA I N I I; 4 . U . BACKFILL: USE EITHER WELL COMPACTED SAND AND GRAVEL /5X EiNES-NON h PLASTIC, 40X GRAVEL) OR TAMPERED 2"-4" CLEAN DRAIN ROCK. BACKFILL I' T•rr�T+',T`t SEEQ (ON SWALE BOTTOM) SHOULD BE PLACED AND COMPACTED AS ROCKS ARE BEING PLACED. WESTERN MANNA--GRASS (GLYCER I A OCCIDENTALIS) ................ 4OX IN MIX, SUN AMERICAN SLO5. IF PRESENT, LOOSE SOIL AT ROCKERY FOUNDATION SHALL BE OVER EXCAVATED 11GF4GRASS (BECKMANN I S SY2 I GACNNE) .....,,.... 40X I N MIX, SUN HAL T I C RUSH (JUNCUS HAL T I CUS) . .... ......... . I OX I N MIX, Sl1P, OR SHADE AND REPLACED WITH A COMPACTED SAND/GRAVEL MIXTURE AS DESCRIBED ABOVE. ••., V10 T BEAKED SEDGE (CARFX ROSTRATA) IOX IN MIX, SUN IF SUBGRADE IS F"IRM AND THE BOTTOM OF THE BASE IS RELATIVELY FLAT THE r'}h'JPROVIDEDRA I NAGC 2BEDDING LAYER SHOULD BE OMITTED. THE PREPARED ROCKERY FOUNDATION � wm PLUG S (A1 TOE OF SWALE SLOPE) SHOULD BE EVALUATED BY A SOILS ENGINEER PRIOR TO PLACEMENT OF ROCK. ,it ''i `'; '' •i;T s' ' n SOFT STEM BULRUSH (SCIRPUS TABERNAEMONTANI, ACIITUS).......... I PER SO, FT., SUN OR 5 IBS. PLS/AC. 6. IMPERVIOUS SURFACE LAYER: USE 8"-12" COMPACTED SOIL. 12" DEEP x 24" WIDE COMPACTED CRUSHED {.t��(,} c. �i!,4.: f...... . 7. CONTRACTOR SHALL USE QUARRY STONES THAT CONTAIN SIGNIFICANT FLAT AREAS AGGREGATE BASE AND THAT CAN DE PLACED IN A MANNER THAT PROVIDES SIGNIFICANT BEARING NEW BETWEEN ROCK COURSES. ROCKS THAT ARE ROUNDED, OR THAT DO NOT MATCH THE DR-LAID STONE WALL DETAIL 0 R.O.W. 2' GABION WALL SPACES THAT ARE MADE AVAILABLE BY THE LOWER COURSE SHALL NOT BE PLACED. �= � '�` a 30' __ - (3.5 FOOT GAB I ON WALL CAGE) iY -- S. ROCKS SHALL BE STAGGERED SO THAT THERE ARE NO CONTINUOUS VERTICAL JOINTS (V I' WALL R1ES IN THE WALL; EACH ROCK MUST BEAR ON AT LEAST TWO ROCKS BELOW IT. w NEW I WIDTH VARIES2' BERM FS•ORVE 0 0-0 8' S.W. &WATER .SURFACE EL. -225.0 9. THE LONG DIMENSION OF ALL ROCKS SHALL EXTEND BACK TOWARDS THE EXCAVATION WATER QUALITY POND 4 TO PROVIDE MAXIMUM STABILITY. I I RIPRAP I 24 � I BOTTOM EL. -224.0 10. VOIDS BETWEEN ROCKS MUST BE SMALL ENOUGH THAT THE GRAVEL CANNOT BE WASHED -- ( EXISTING STREET I I I- BOTTOM ELEV. 221.0 2 I 2'S THROUGH THE FACE. LARGER VOIDS MUST BE CHINKED WITH SPALLS OR SMALLER - - I (McDONALD) I STONES (OR GEOTEXTILE FABRIC PLACED BETWEEN THE BACKFILL AND FACE ROCKS). p I'kG Ir 11. ALL WALLS 4' OR HIGHER REQUIRE A BUILDING PERMIT. ,fit IN FS z Q DRY-LAID STONE WAL .C+(� FFA C O 0 (SEE DETAIL TO RIGHT ? I( " W _ -- �__ �•� McUONALU S1 WATER QUALITY 5 E CeSQSS SECTION B-B' .`J O _ `•`�`� SH E E T EXISTING CURB- FUTURE STREET IMPROVEMENTS �� 21, WATER QUAL f _ POND CROSS SECTIQNS Y _ 9355 SW McDonald Str. OJ D YAH C70F 1_O N 13UP2000-00206 06/30_/_2_001 JOB NO. N.T.S. sof 73 RENEWAL DATE 1095-03 O 2 3 q 6 7 8 :11 O. n I'i ILII 1 1 7ll IIIlB 19 20 11121 Illi Illi i Illllli'I III111 C M. ..x� �•,� � I � � LEGIBILITY STRIP g I II 1� 13 a IOmm"I Cm 22 23 24 25 2I8 27 s 8 29 30 ZI 1 I AI J KDKI o 10� ' . ,I�.1:1�1L1�1�.l�lt�.IJI �1a.1 L1�l�J L1�ltJ �1>l!lLla. Ll to LIL�;!11t1 .�1� 1�I L1 .�Lli(I I I I I II I I I;I_I�.I I II>Wt1a >1.11L1-;ILI> Il;�tl�llla l L�_l�IBJ;J i IaJ i.I I I I.IlI�llJl �li l>�1�1;.1;1 i la l��llJ�l�.li� l�l�.J,as Oz °V s'I • ... . 's' .•,. 4Y hUYW'M M.'+,iii. .. ' .. N ,. .. ... - .. ,. .<_ •.. .... ....-.�.,, ,..�. ,..,• y«.w ... ." r^ar«e+r+hw». ... . ..w+i wrrM!+. .»inn ..w 'Mnw.nWrnw�Meh n+rear .. :,.. .K+nSKnh ... .. .,. ..... .. ... ,. .. .. �a . . a ... ..n++n..ws .,. .... .. >... , -..«.. w M.,.r...+••*,w r+w. .. ru•nn.1.r�•-• .. . ,r.. +Yr.�•Me..*• .wi. .yf•..�"kYF.. �'MM*. +w^!rt Yen I .. ,... . ,... . .•.. .., _ . .. "R+Nd�`•«.Ke+r+�oh�� .rh�..u., ^iMnwt^h^+^r V)COD WATER METER �1 - ETER BOX -- P L A N DOUBLE CHECK a �' I UNION EACH Si > VALVE ASSEMBLY -- TO !RR I GAT I ON �1 a:-< —,�.. 12" - 18" TO RESIDENCE - - om olz PLAN w �' °a 11"WATERMETER 61I U w Amo v� METER BOX d a _, � DOUBLE CHECK - VALVE ASSEMBLY 1 CRUSHED ROCK BASE - --- - — � 12" - 18" BOX SPECIFICATIONS ELEVATION DEVICE SIZE BOX TYPE — L 3/4" - IN BROOKS 01419 SERIES OR EQUAL - 6 V„ 1 1/2” - 2" CARSON 1730D P15L OR EQUAL I" UNION EACH SIDE XIX INSTALLATION SHOWN IS ONLY A SUGGESTION. CRUSHED ROCK BASE ELEVATION ' ^ I. DOUBLE CHECK TO BE LOCATED DIRECTLY BEHIND WATER METER. 2. BRASS, STAINLESS, OR PLASTIC PLUGS TO BE INSTALLED IN TEST COCKS IF BELOW GROUND INSTALLATION. INSTALLATION SHOWN IS ONLY A SUGGESTION. 3. DISTANCE FROM BOTTOM OF DEVICE TO FINISH GRADE, FREEZE PROTECTION, AND CLEARENCE FOR TESTING AND REPAIR ARE THE MAJOR CONSIDERATION'S I. DOUBLE CHECK TO BE LOCATED DIRECTLY BEHIND WATER METER. Q W FOR INSTALLATION. (_) w 2. BRASS, STAINLESS, OR PLASTIC PLUGS TO BE INSTALLED IN TEST — -r COCKS IF BELOW GROUND INSTALLATION. I— W 3. DISTANCE FROM BOTTOM OF DEVICE TO FINISH GRADE, FREEZE PROTECTION, LL DOUBLE CHECK ASSEMBLY AND CLEARENCE FOR TESTING AND REPAIR ARE THE MAJOR CONSIDERATIONS O ._ NOT TO SCALE FOR INSTALLATION. Q DWG. NO. 530 LLJ z - � IRRIGATION DOUBLE CHECK ASSEMBLY U NOT TO SCALE Q DWG. NO. 531 C) CITY WATER DEPT STANDARDS PLUMBING CODE 12" BEHIND SIDEWALK n OR BEHIND CURB �../ WHEN NO SIDEWALK THRUST BLOCK - CITY APPROVED 0 BACKFLOW DEVICE FLANGE COUPLING RETAINER GLAN 1 ADAPTOR 2" OR 1 1/2" METER ArFLOW Q - - 12" MIN - �- — — ' TMNfi$ESE DRANARE THE v"oPcnrr OF � �, MESiIAKE CONSIA tANTS INC (WD) AND .i i.l. ARE NOT TO BE FORMUCED N ANY MEGA FLG �'1_. r 7`, ;` ' ` 9 M~ EXCEPT NTN THE WrTFNE1r `.� � PM5sIDN or wd I FLG OR EQUALFIRE DEPARTMENT , �.. �;;� ' CONNECTION MINLOCTATION AT THIS OSHA APPROVED LADDER - - 2" FLG X COMPRESS ION ANGLE as STOP (F I TS 1 1/2 " APPLICATIONS) WI H ALUMINUM LADDER -- -- EXTENSION BY UTILITY ; z VAULT MJ X TAPPED W� - -- - -- --- - CONTRACTOR TO SEAL ALL 2" TEE PLAN OPEN I NGS I N VAULT WITH 2" TYPE: "K" cYf NON SHRINK GROUT PRIOR COPPER PIPE =m TO BACKFILLING I i --------- a m GROUND LINE DRAIN TO CURB OR Z I - DAYLIGHT• COPPER BEMAIN LINE - — ------ NDS AS NEEDED 'm w o 3 MIN CLEARAE 11 !�C2" MIPT X COMPRESSION CORP �- ON OPENED (SUPPLIED BY THE CITY) FIRE DOUBLE CHECK VALVE ASSEMBLY MEGA FLG OR EQUAL -, OS&Y VALVE UTILITY VAULT OR if e I I.CO DOOR INLINE CHECK VALVE SIZE WITH F.D.C. WITHOUT F.o. OR *EQUAL I 't z 4 676—WA 577—WA JL-5& 1 z -WA a WA CONTRACTOR TO I NSTALL - s `� RODENT O 217 F Of-LA CONCRETE BALLAST 3 CU. YD. ------ - SCREEN NOTE f STANDON w . C I TY EM I NEEIR APPROVED EQUAL MIN. WHERE FLOODING OR P WE-S HIGH GROUNDWATER EX I Sfi- (TYP.) _�� DRAIN TO DAYLIGHT OR 1. CONTRACTOR TO INSTALL MJ X TAPPED 2" TEES AT 900 ANGLES TO METER o INSTALL SUMP PUMP LOCATIONS. HORIZONTAL & LEVEL. ELEVATION CONTACT CITY FOR PUMP SPECIFICATIONS 2. CITY TO PROVIDE 2" THREAD BY COMPRESSION CORPERATION STOP TO BE INSTALLED BY CONTRACTOR. (CONTRACTOR TO TEST MAIN W/CORPS INSTALLED). 12" MIN 3. CONTRACTOR TO MARK LOCATION OF CORPS. WITH A 4X4 PAINTED BLUE. y M i! 24 MAX 4. CITY WILL INSTALL ALL COPPER PIPE do F I TT I NGS FROM MAIN TO METER LOCATION FLOOR TO BOTTOM 04C,INtf, U zOF DEVICE � O ui b �i Z n PEGUh 2 & I — 1 /2u WATER SERV ICE l ,- SHEET OUBLE CHECK DETECTOR VALVE ASSEMBLY NOT TO SCALE 1 s NOT TO SCALE DWG. NO. 521 D KE^ C8 OF 10 � � DWG. N0. 533 I 9355 SW McDonald Str. eUP 2000-00206 _06/30/2001 JOB NO. 7 Of 73 RENEWAL DATE 1095-03 I 1)9503DS dw? LEGIBILITY STRIP 2 3 4 5 6 7 6 9 10 1 1 12 13 14 16 17 16 19 20 21 22 23 24 25 26 27 26 29 30 Lp 01 HON I a IOL —.u,lI.1 1 1.tL1 111�1�1�1�1�1a1a1a 1tla!ala i.�1� l�JL�lalal.11a.La]�J.la�lala 1.1111 II TI.III�I�I�lilalalal► aJIIIU11,11.1.2a1al�! �ilul.al�l �1a1�1.al�JaJ,a.l�li �1�111�111a1aJ��lal�iilalal.� oz •TIbM¢MItMY�"R' Mw�MMY •1�'!1f ih �" N ..•. - M�!MIWM !RA.1 ,,.... :.. .. ........,. ., .. r.,. ......... „ ....w._.... ..r...w..,«-K r......—.r.wM.Yen.WYaW.wv+r.F_"wwr. . .... _. .... - ,.. 0t,:.. ..... ..,. .. ,..., .,.... ,... -... Ono, ., _ 'ns. w ::w+.,.•,fi«nn•..,,+4enn.wawwwN.yyn.«»+nwrww. .... ., .. - ..; .. ,.... . ...„ a�l� .., .-.. ., .. _ � _. .,. .. ... ,.. .- .. ..,.. _.. .,- .... +r�rY1•tM1nAR.WIYRMW*lr,�.h�'!nM,•�?.,r.•5r?q�nrw�.M1e!nCh'r¢w'`';y.f"M.,r^�'n•�w...Wim....,. ,..h�++%tn- w,w+^f+.wr°ry+..rR' _ ..- n r � rhi":• !�. 411,. N ,1 f BASIC OPERATIONS MAINTENANCE GUIDELINES z 11 cc w A.) MINIMUM ANNUAL MAINTENANCE INCLUDES INSPECTION OF COMPONENTS AND REMOVAL OF SEDIMENTS. I. 4Q ! 0. B.) INSPECT SYSTEM CONDITION IN THE EVENT OF A 5 YEAR STORM OR GREATER. 3 NOTE: FOLLOW ALL LOCAL, STATE, & FEDERAL SAFETY GUIDELINES. 41 pa w (a v � cc e z DESIGNED 6" A O w INLET PIPE GENERAL NOTES: a DESIGNED 6" I ~ INLET PIPE 1 . PRE-CAST CONCRETE MANHOLE CONSTRUCTED IN ACCORDANCE WITH ASTM C478. �W 2.) FLEXIBLE COUPLINGS TO BE SET 18" OUTSIDE FACE OF WALL. FERNCO OR ENGINEER APPROVED. E-4 d ♦ U0.* 3.) PRECASTER IS RESPONSIBLE FOR PRODUCING MANHOLES IN ACCORDANCE WITH LOCAL CITY/COUNTY SPECIFICATIONS. E_ t a Q 1 4.) ENGINEER TO SUBMIT PLANS AND COMPLETED STORMGATE DATA BLOCK TO STORMWA�i ER MANAGMENT w Cn z a°.° FOR PRODUCT DESIGN VERIFICATION. V � THE STORMGATE" DATA -- } •- HEAD ON WEIR AT PEAK FLOW (c`s) AI.E. MATERIAL DIAMETER L�L SET PRECAST WEIR WALL WITH SEAL WEIR WITH SILICONE SEALANT INLET PIPE #1 228.23 PVC 6" VC10" LOW FLOW 2 x 2ANGLE AND GROUT IN SEALANT AFTER FINAL ADJUSTMENT INLET PIPE #2 228.23 P6"OUTLET PIPE �► PLACE BOTH SIDES ALL AROUND Low FLOW OUTLET PIPE 1 227.90 1 PVC 10" Q HIGH FLOW OUTLET PIPE 223.00 PVC 12" ° ° ° 1 ELEVATION ft J Ate, - - _ 1011 � - =77WEIR ELEVATION 223.5 12 BYPASS FLOW Q RIM ELEVATION 230.0 0 � OUTLET PIPE ° ° SHORT TUBE ORIFICE CALCULATIONS W 0 = CA 2h "' 1/2 ) C = 0.82 I .:. V VARIES 1.E. DIAMETER (in) AREA (FT-2) W THE STORMGATETM - PLAN VIEW -0 OIL --- - --- ° ° ORIFICE DATA O Q J CONTRACTED WEIR CALCULATIONS LAJ� (D 0 SCALE: 11 � 0 = (C)(L)(H)"(3/2) C = 3.4 L = 3.0 I.E. WEIR HEAD OVER WEIR(ft) 0 V) -..I I = ~ Q WEIR DATA � -11 COct O SET SCREW (TYP) O m Uft I W PRECAST WALL DO NOT EXCEED 5.0 FT--LBS TOURQUE V) >�.. I D > F-- Wo THE STORMGATETM WEIR DETAIL 2 Q m SCALE: N.T.S O 1 TOP UNIT 2 --� Standard Cast Iron Frame (-j-,dI oo 0v� Covers are available in a O VV V lrr�rul- 3" Suburban and 7" Standard. CONE OR F LAT TOP OPTIONAL Flat Top Slabs come with openings offset to one SPECIFICATIONS _ (. THESE ORAMWOS ARE THE PROPERTY Or side or centered in slab. WSTI.AKE CONSULTANTS INC. (100) AND PART 1 BUOIrTTALS B. Silicone Sealant: Shall be pure RTV silicone conforming to Federal ARE NOT TO K REPRODUCED IN ANY MANNER EXCEPT WTH THE OFTEN Specification Number TT S001543A or TT S00230C or Engineer approved. PUMPS" OF WO D 1 , Precaster to submit shop drawing to Contractor for Engineer's approval. C. Grout: Shall be non-shrink grout meeting the requirements of Corps of v� 42 PART 2 PRODUCTS Engi,ieers CRD-0588. Specimens molded, cured and tested in accordance N "« v p'' with ASTM C- 109 shall have minimum compressive strength of 6,200 psi. Q - r ,v 2.1 FLOW KIT COMPONENTS Gral t shall not exhibit visible bleeding. ' >- z 01W A. All flow kit components are provided by Stormwater Management; 2035 NE D. Sub-Base: Shall be six (6) inch minimum of 3/4 inch minus rock, 95 " ^- Y �- Columbia Blvd., Portland, OR 97211 ; 1 -800-548-4667. compaction. Compact undisturbed sub-grade materials to 95% of maximum a W> 1 Mastic Sec, density at +/- 2� of optimum moisture. Unsuitable material below I I n� I �m ADJUSTABLE WEIR or grout' B. Weirs: Shall be constructed of PVC by Stormwater Management. sub-grade shall be replaced to site engineer's approval. �T SEE t1- C. PVC Piping: All internal PVC piping and fittings shall meet ASTM D1785. E. Backfill: Shall be 3/4 inch minus rock (959 compaction), or as otherwise KE T LUCK. JOINT specified in the projects general technical specifications. D. Slide Gate Valve: Shall be constructfd of PVC with stainless steel shaft and aluminum i,andle. CJ PART Wm c PART 3 EXECl1T10N r + - ,', n E. The S+ormGateT'"' weir: Shall be constructed of PVC, FRP, plastic, arra i rr III � z _ LOW FLOW 3.1 PRECAST CONCRETE MANHOLE o vT INLET PIPE � ,'� � stainless steel. T T n OUTLET PIPE IV zF. Steel reinforced polypropylene steps are installed as required. A. Contractor to grout all inlet and outlet pipes flush with interior wall. of r !� Contractor to grout Interior walls. I 0 z �. Z G. Orifice Plate: Shall be constructed of PVC and stainless steel. I o 0 2.2 PRE-CAST CONCRETE VAULT COMPONENTS B. Sanded PVC fittings shall be used on all PVC inlet and outlet pipes. I o ul ° a 3.2 WEIRS: At project completion, weirs shall be set to specified elevation, w W ? � s' MIN A. Precast Concrete: Shall be provided according to C478. level, and sealed at all joints with silicone sealant. Sealant shall be worked Y 0 (, into joint from both sides. ° o > -' B. Joint Sealant: Shall be Conseal CS-101 or Engineer approved. r a 3.3 CLEANUP: Remove all excess materials, rocks, roots, or foreign material 2.3 CONTRACTOR PROVIDED COMPONENTS leaving the site in a clean, complete condition approved by the Engineer. All s' TM PVC and fiberglass filter components shall be free of any foreign materials �� m z I THE STORMGATE - SECTION VIEW fi-A A. Concrete (for concrete not covered by pre-cast specification above): Shall g concrete and excess sealant. M including � o � be 3000 psi, 28 day strength, 3/4 inch round rock, 4 inch slump maximum, ; N SCALE: N.T.S placed within 90 minutes of initial mixing. 3.4 PVC PIPING: Shall be joined in accordance with ASTM D2564. m o e o a CL V) u rL 5 Q \Of Cr Z w w W O VHFET LLI " C10 10 ", 9355 SW McDonald Sir. , try SUP 2000-00206 L I JOB NO. 8o 73 , I09r--03 PHASE (B) 09503D5 DWG LEGIBILITY STRIP C m J� � � O 2 3 4 5 8 7 6 10 I I 12 13 14 IIS 17 IA 19 20 21 22 23 24 2.3 26 27 2e 29 30 ipm�.� tm 25 )( CD z I 11 01_I HOPI 0 I03 $ b' ''1.��W�.t�1�.J�.l�.ala.�.lJ.1�LJ�,1.t1►.1.a1,+�.1��.1�1,i�.1,.LW�It��1>.1��.1.>.��a.tj1�J.��la.l�.l.>,�.1.1.I,�.t��l I i I I I I I�I iJ Lia.1Ll.>��11��J�1�111.�.I��l�.�t1.11.Ll�.II-la.ltl�J.a.l��.�1.i.1_tl.�►1��Ia.Llt�ll�lil>,1�.�J11.�1a.Cl�.l��l,t.�l��oz LIL ..- -. 011 do I wsipm,Vim I,om .. - {N . ,..e.r - n.. .+.v... .. h .WM '1 v F+4M rtl Atwie.WM MNMS'!'Nli Mery +Ft+iM'wx +v.;..,..r..v Hrr.,,_....F"MF✓'✓hrvr..iwrv...;hu..fwwe......y<V.w.:'nMM..yp..,..,y.FMWYi+AJWw'HwMMme+',I"+!'k'.EI^4..MfP..A�wLNW�+IM!.L.iF! w.+WW+..`FR'MM. ak7'�M°i F1'^".* '''�."V�y94��h'�M7NbNG^'"'�!'C'Y•'i"'. Ab+hn!FnC.• d1'W%*•MnP.YN'AdMlnA1'M:"+F"• ...,nYq NY n N1'•'FtWI!.MwI•"YY"r.TwMfM .-.N'YtF n+4 FVM'!^`Tw Nrr' *'�+MIINhI�M'if.+�"MIM'eF?.. � - qy-�-. ST N ANKKU ' I I • XV NO. OREGON OL' l I 302.56' S8 T f P 37 32" '- F- - 5g__ uj F 9335 5.W. I `_' I u "SDONALD 5T. ae. 238_ B i " X < I Ld X K XI K i li O EXISTING ASPWALT Tp BE REMOVED - k I x Bi ?3�-_ I O EXISTING MAILBOX TO BE REMOVED O <C _ \ OING STRUCTURE EXIgTI RE rp BE DEMOL ISaaEG r - N a EXISTING TO AA u J �- - r'; I O NG SLAB T vEC OVER OR REMOVED O 5o EXISTING RETAINING WALL Tp BE RE-CvEC 1 0 b'-C' NIGH WOOD FENCE i Z ` ✓ICINI_T 1"iAP x O NOT USED x 4'-0' WIDE CROSS WALK Tp CONFORM ADA B ac x i II 0 4'-0' WIDE CONCRETE WALK I LOT SIZE = 81S82 5/F f 18�� <+CRES � M _ " B O CONCRETE SIDEWALK T M4T W '� r1 ""si'��" 1 " 1 O C E'r15TING 5'DEW4LK II MONUMENT SIGN.-PROVIDEC' TWE MAIN ELECTRICAL LINE BU'LD'NG OCT PRINT '� 55� 5/� �p�gTED PROPERTY LINE 1" O; B + © I ELF„ RCA C � , 1 �'RO'�CSEC I STORE' - 32 X73 5/� n la R! -__ EN RY b r•-, I NEW ASPWALT PAVING AND MASE ROCK `w l ! 13 SERv1cE EXTRUDED A8 EELS CONCRETE CURB--SEE DETAIL - �� _ ._ 9 ------ �� - --_ \ - - o oB 13 1 3 14 CAST CURB AND CONCRETE WALK--SEE DE'AI IS OUTDOOR PATI L PARKING: 'vcLosul �;�/ �,m' + 5 � 5_ O ,AREA j STAN: BARD = II 9 8 a0 3m' 9 BIKE SPACES 1 8 COMPGGT s 1 I rf l!\ ?� ' ' 6 I I1 TRASW ! I •� - �p � S ,y �A � O ENCLOSURE �_� = I_ �• I I8 15ENCW l TOTAL 19 - ;'' SPEED BUMP I ____4 / 9 4 -1 I/ ' 'ti'1 I ® RETAINING WALL C QI ! ^'1 ~ ' I OI ZONING PARKING REQUIRMENTS: ISLAM -LANDSCAo=E = a • �PGGRAPY I E LEND' 'e, =GRK'NG 5A•=ACE5 H S I p I r� oil - - n '' FOUND I RON R00 AS NG*ED I Z O A1 G=ENERAL NOTES � � �, \ --<� --Cad ' C 1 ,�,� 100 � POWER POLE 1 19 AT \9,P' 3 P x GAS VALVE Z�N'RACTCR VERIFr A-'n CONFIRM I 1 R •�'< _ 21'-m' 13' 1 1/4tv "'v I E S' NG '.C'e: ' GtiS SOWN UQ l!"OL'ED ONA .G6',4R' 1 I a. I A _ •�� Z WATER VALVE u R - ' =R CR 'C 5' R' Or- CONSTRUCTION 1 ? �' a \ aI -R CR::ER N!a -ER NC' or A/E CO: ANS I ' t I '✓ ? IN WATER METER _ + . MAI r C -+E RE^U RE"^EN'5 1 I a L BJx . l�') '-•E C''Y CF ' G.:RC AVC '-�E C„RRENT I A 1 1 ��© OS SANITARY SEWER MANHOLE M Or '-+E rCR'M B�, N:a r-LJI"IBING ..� r RE S DES 24'_ ,� �J , ■ CATCH BASIN I FEFc4EtiCE C ✓ _ 77 RL- ',,55 I`CR ALL OVER S'TE 'NFORMATION --231' .: Fcrcr�r�,;-E _•:ti�SCA�E ,^rRA,u'NGS 1 I 13 1 . 1 ` " 'L.4- C.-Re RAC A5 • 4 •C' UNLESS NOTED C'-ER_ 5E to � 1 , 1 G '_'_C�E CF WA\� CAr' PARK NG STALL AND ACCESS `^ .: _E . 'C EC 1' ,CFFA 5-CE Cti AN�C AN` I N ' O r1 1 RE-7' 1 -REES 5--4,.L BE ""A \'A NEC N GCCI= wFALTW i I •.CSE VER 'REES ""AY 'NC' BE 'R MMELr.. CR PRUNED '^ REa,.CE '-"E N,4%qa. -E'3w' CR CVERALL CROWN 1 � '-E 'REE ErCE9' 45 NECE55AR` FOR TwE 14EAL'-+ ! .a ^° '--E 'REE ..tiC ��BL C 5AFE'' CR AS CTWER,L SE BE 1 I -:c'c'RC�EC E" '--'E CEvE_C�"`"E'`T E=1A4-„,IENT t I � 1 t 1 P t t SITE PIAN A_� --�A'NG CA�oE� S'ALLS S--ALL BE ^"ARICEC W”" I -•E 'N'ER.*4"- C'N4. S`"50L CF SPACES AND A WARN NG '-4' vE-" C�E'5 C-A- CN Cc- SEC''CN ,C+.IC+1� C- 'NE 1 � `------- - t t v �-4L CL .E ��....�. BE 'OWE✓ AWAY TWE 1 , D ; -�® I NS _ ~'EBNA' C'NA_ S'—BCL ANC '0W-4wA* WARNING SHALL � r 1 BE L-Ce'E _�C�SL` Cti SEVEN-FCC' SOLES I A -- ------ C ' �-•' NG W*+ERE "RCVDEZ 'C 'LLU'"IINATE AAW!NG CR 1 C S=�Av ARE-- E--"-L BE SCC^ED AND SC ARRANGE:: AND 4'RCLLEC SC 'rC- C4jSE A Nu'S-4NCE E 'NER TO NIGWWAr --- --�.�w113.80' '-•E v NG ENv RCN""EN' -wE AMCuN- CF LIGuT ...:. BE LriCv :ED ACCCRD NG 'C '-+E S'ANDARDS CF 'WE - _ • - _ "__� R.C.w _ `N .,C RK C►N '-15 t'RCJECT S SUBJEC '0 ••_�„- - — - -__ r '-E R.^.AD 5` S'EM BEC:' ES ""AASSABa_E ? -Y _i- -- r_R F RE A:=="R"%S CLE 'C RA'N OR C'W CLES 302.60 S88'1g'11'E w .'�,, •. _ _ _ --- — - - - ER CBS'A � J - - - - - DATE 511012000 R^CF-""OUN'ED A'�D CE-AC-SEC ''"EC-JAN CAL EQuA'"'EN- COR - - - - - - - - -- - FILE sd'�r�dwg -- - �..O -ERC AL A'Z; CE .5E3 5�-+A, BE °+CREENED r-RCM �.�. D O, E- AtiD ACCt,3' CALF` BA=_ED 'C `RErE'N' 'wE 'NC SE LEVEL Iv �.J�` --- - NG rCR '.,E EO'.. r-1E`v' r4C'" EyCEEC NG a5 LDN ""E,45vRED `E - - --- - - _ _ - -- �--- - - _ _ JOB 992250 DWN RKT CWK Nr"tL r1 9355 SW McDonald Str. ( T FLAN - - - - - - - - - - - _ _ 1 SUP 2000.00206 ' GJ'p.) SC.:_E • • :C^C' Sof 73 SWEETS C LEGIBILITY STRIP 0 1 2 3 4 5 6 7 A 9 10 11 12 13 14 16 17 18 19 20 21 22 23 24 25 26 27 28 2y 30 0Mm.,CT Z I I I 01 g HONI 94108 4 ti .�.I.IJ�11 �1,11J.11a11�Jlil ' �la.l1L�I��l.>I I ill ITI lal>I►11 1•I1�1J,Li.I,�I I t111LI I�.I.�1:1 tl 1�l.11t .la,l_I.l tl l la l� l I I I I1I I i I� 111�.1.� i.laJ��l l.l.��la.l.�- oa a T � +dMeM..w+P.,ne+www.M»M...M.t�si..M.... .._..,-...w. .,....,.... ,,,,.:.wy. ,..,...:•...w.,_.,w-.ww,.w.e. ,.wyn+...,.,.w.,rwMwu.c.+M.n..rgrw6,..,+n:,.,...- ,...,.. .,.......,. ,......._..,.....,wh:. .,....,.,M,. tl"tY'}op .. - MM.eYM...M+M..iM+wM.. ..Ml'!!VM.1wr1.°uY•.f..+.Yi.YMMM +-.I.kM • .. .. ... ._....w..rw..i... .. ..-.......... . ..,..... .. . . .,.- ... ♦ ti. "k `77i1 1111", ry� H ANKROM 1 t l L t I ■ I C. rI . OREGON le 4/ - -- _ 33'-I0 1/2• 302.66' S87'37'32"E cqi) r. o 2. I ■B �_ ° 15 33'-1' - - - - _ Cl LLJ 9335 5 W. ` B x U MCDONALD ST. - , 4 B x X 238' �. r v ° V r x x I x EXISTING ASPaALT TO BE REMOvE'p D 231' EXISTING MAILBOX TO BE REMOVED O V - O EXISTING STRUCTURE TO BE DEMOL 15NED l Q EXISTING SLAB TO BE FA --- VED OVER OR REMOVED ►�+ EXISTING RETAINING, WALL TO BE REMOvED O : I I I © 6'-0' iilCpr' WOOD F z V s L_ - ENCE I �� '✓ I r I N I T Y M,4 P - X No- USED X X 0 236' ?I ® 4' 0' WIDE CROSS WALK TO C 1 ..ONFORM ADA I B I 4'-0' WIDE CONCRETE WALK x B OT 5'�E 81,982 5/F r 1882 GORES ■■��s i X X X II O CONCRETE 91DEW4L.K TO MATCW EXISTING, SIDEWALK Bu'LG''NG FOOT PRINT I'1,55� 5/F , ae, ! p \ 1 II h10NUMENT SIGN--PROVIDE ELECTRICAL CONNECTION -� I f:ATIpN APPROXIMATE LO ® rI4E MAIN ELECTRICAL LINE 11 14 Rlp'- _ - - 16 ' -, ,..� I J NEW ASPE4ALT PAVING AND BASE ROCK OF ADJUSTED PROPERTY LINE — 9 g a EN RY (= GRCpCSED � 2 � STORY 32 '��3 SiF -G � 48 BEDS � a i EXTRUDED CONCRETE CURB..SEE DETAIL 4 -6' I M I 14 CAST CURB AND CONCRETE WALK.-SEE DETAIL PARKING: -1 - _ • % g 13 - 15 OUTDOOR PATIO AREA ENCLO�U -- I6 9 BIKE SPACES • I Il TRASH ENCLOSURE �A 1 WC ■ I I W j B B ry I I 18 BENCH I TOTAL 19 ��+► I 12' I •0. __ ! I 19 SPEED BUMP I - B X31 -- - 4'-1 I/ 'L�/ 1 RETAINING WALL SF'.�0 9 .0 �`. j,, I I P ZONING PARKING_REQUIRMENTS: z I Lo c__ NDSCAPE ISLANCj � C 00 12 ___ Y LEGEND:'� �GRK,�NG 5PACE5 1 �. � ------ I I 01 y0 C_ 0 1 W ED• FOUND IRON ROD AS NOT LLII I O GENERAL NOTES 1 `� u1 \_4 3 1� C o 1L POWER POLE ' I 19 A p ,�A• 13 I' ov CONTRACTOR SHALL VERIFY AND CONFIRM I i O��(P \ \ ?I: ©,- I Q DQ GAS VALVE ErigTING _ONDITICNS SHOWN OR IMPLIED ON �0, 1t' \ 0 I DRAWINGS PRIOR TC STARTCONSTRUCTIONup \ r - - 13' 1 I/4' fV wv ^R ORE ERING r'"t.TE ST RN Or- ' I ®' 1 \ � 3 4 5 r- / \ A � r- ®� Z D'4 WATER VALVE L C r OF AN 1 6 a I ® WATER METER 0 MAIL BOX I V 1 � • ALL WORK TO CONFORM O T�+E REQUIREMENTSI m• OF THE CITY OF "GARG' .'SND TSE C'„RRENTp'• m 1 'M ---- 5?'-I' g. QS SANITARY SEWER MANHOLE M E�'ITION9 O- THE UN'FCR*^ BU l.�'NG I-LU"5ING I 5 - 1 - -_I G i 'l l I 0 ?4'-0' \1'-\ c'�9 B ��. .,t I CATCH BASIN AND FIRE CODES I ------`_._-__ A ' ' a moi _ — '� — ' 4FFFREN!:E CIVIL CRAWING9 FOR ALL OTHER SITE INFpRMATIpN I t1 ' a REFERENCE LAND5CAPE DRAW!NGS AICAL CURB RAD!U9 0 •s'-C' UNLESS NCTEG I C'wERW13E 0 I 1 6 1 I 1 SLOPE OF HANDICAP PARKING 5TALL, AND ACCESS N .� I A 5LE NOT TO ECEEC A SLOE CF ! 5C IN ANS Z C RE,: n�� r 1 � I 1 � 1 'REE5 5"41-L BE MAINTAINED IN GOOD wEALT1I I �•f f ;�' °°° -C--EVER 'REE5 MAY NC' BE TR'"MED OR PRUNED �'- REE'uCE '-E NATURAL "E'GNT OR OVERALL CROWN Iv '-E 'REE ErCEPT A5 NECE5SARN FOR 'NE +aEAL'u "'c '-E 'REE ,SND PUBLIC 5AFETl OR A5 C'"ERw'5E BE .,'IVEC, E` 'NE DEvELCF*"'ENT CEl'•+R'"^Eti' 1 � e e a_ +aNC!C•G�r�ED 6'aLL5 51-+ALL BE "4RKED wlrN ' t ' '--E ',4'ERNaT CNAL 5',"'"BOL Cr- SPACES 4,Na A WA NG I , SPIE RAN RN I t' t 1 I J ✓E ICLES IN VIOLaT'CN CF 5EC''ON 'C-IC'T CIF 'wE '",tea CC--E SHALL BE 'OWED Away 'HE 1 REVMM � 1 ' 5%"BOL AND 'Cw w -Away AR'v'Nr SHALL I � I A` �C:'EL CC'v5� _uCuSL` CN SEvEN-FCC' =OLES I 9 %% 1 ----NG W~ERE r-' --1 TO ILLUMINATE PARKING OR I B .IKEA 5-A,-.L BE +-+CODED AND 5C ARRANGED AND RCLLEL SC a5 NOT TC CAUSE A NU15ANCE EITwER 'C �IG-1wA� ��- 103.80' - - 'R.:r-F C CIF 'C TC"V"'IE'v'UE LIVING ENvIR 'u aM F - � --_ •'• - - _ - _ I E OUN C L IG1..1T _ •• -- �NALL BE FIR^v --ED ACCORDING 'C TUE 5'4NC4RCS Or 'uE E E c'AR*^�E'v' � �'UBL IC WG'RKS _ -r-�- • •-----�-- 0 r-' - - _ 1 R O.W -- GCNS'RUGTIC'V WORK ON 'r-415 mRCJEG' 15 SuBJEC' 'C `�" -.��.-,�„r_•V .�....� .`..� '' I _ - 'l'ERRU='ICN 'r- ""E ROAD 9Y45' "'+ E" BECCE5 " PA55ABLE ? 302:60' ^R RE A='=NRA%!5 DUE TO RAIN CR C'"ER CBS'aCLES S88'19'11"E IR^CF-^^CUN'EC AND OETArNED "^ECNA",ICAC EG?u'r=^E'vT FCR DATE 511012000� _ _ -- - - FILE ed'%I.du+g `-''MMERc... aL AN[: CI -;5E6 S�+aL" txE SCREENED FRC'"' . �Oji I� LE -. F_ AND ACC\j5r ,,,F ' aLLN BFLEC A -C RE��Eti' 'uE NO 5E LEVEL C 7.'46 CCR '-E l-" EN' Er::EE^ N�r EGLDv EASUREC JOB 992250 DWN RK' CHK NML 9355 SW McDonald Str. I ( T FLAN - - - _ _ - - ." 13UP 2000-00206 10 of73 OF SWEET5 J,\CrowAl LEGIBILITY STRIP M1 O 2 3 4 5 6 7 8 9 10 11 12 13 14 16 17 18 19 20 21 22 23 24 25 26 27 28 29 3C Ommal�m 2�1 I I OI b HIN I 841 C1g -,• .��1��1 ,�a�1.�111�.1�,� .1.G1�1�1.11.11�J.1L�,.11�LU,�11tJ.11.��1�1!III��I�L�IIII�IIIIa1111��11I�I�I�I�.IIItI�II�I��IIL�.III�LL�I,I,.LfI��III�I�IIIIIIIII�f��111;111 -LII�III.�iI�i111�L�I�I�IiIII�I��illlillllllilillll,�oa a d . - -. , " - �ET1MMMiIW'!`9NK. MMAIi' M!5h4YAM1. ,. .9MP �M . - W MWq !. -, ., :._..., "ter ., ,rrcawmne..w *�•9r. .. rnM,«.9K+ ... _.. �..,. .. �0. _... . .. ... .._ .. .... :�.. .. ...�.- .w .. w. k. .Mre," '�1. ;Ynnt"yz �` aixry• ., M..-..,.,- '...,n.. .n- .r.. .,,,.+. .°...,+...,+. ,w:H. r.,a•-rtMrN.- .,.n.,...N.4i wt�,rre+.*:�•r+w. .«+v M� �1��?'N�`7 Y1"^'?+Ftii4+�8 ."4q: S'1?'�'h'�k�. '' 9. .Ye "'yy','�� 1� ' X54�•. goy �. .✓�... - ST H ANKROM Ile ti 7 7 1 • • ' OREGON \� �A ''r` NOTE: SLOPE WALK AWAY U� .R6 OF < FROM BLDG. 1/4'/FT. UNLE55 3 SW NOTED ON PLANS � I /? .'' RAG'..5 DIP�Mi'ON DMEERN ---------- -- ___ _ + r 1 ,F jlINT 112 max. - — CONCRETE r ° , WHERE 5-0vl ON PLAN I`I —_— �`� - SIDEWALK BLAB -', 14 I 't G^tiGRE'E 5'GEwA�K --- / _ ExTRUGED CONGLANDSCAPE. CURB 14- i � • Imo. R .. _- -� - -- APPROX. �\\ / 12'_ GRAVEL BASE � V) . 5-415 O',, GRA/EL 545E EPDXY BONDING --s_ FIN. GRADE 'v AGENT 451=,N4L CONCRETE # F:4,11N5 O',i GRAVEL BABE .; � \\%�jr\\\/� aG'S'URBED/CCi"�F'AC'ED __ LANDSCAPE .�\� �� o A ° ° • , o�o� o� €, _ _ _ _ _ o l�•:5E 5C Q( �'' - O O O� Oma, U J r i ( �. �'m��l�,�. rop°Or a ' U o J 'o 'CJ 'o O;,o- 0o-'0 0- O o 0 0 0 0 0 ,v O a° ��O o��0 00 0 0� O olD O o0 o o0 O o0 O o0 O n0 0 0� � ` QsQ • -- NOTE_ �.�.C`Q�.l` �- ..•tet L? _"��.c _� .,��.^� r-`QRADIUS FROvID24"E EXPANSION JOINT 24" R .HED CURB _ER AND 1-04 x 2 -0' REBAR 4.CRO55 JOIN' 1" 1/2 OF T�,E LEr:GTH ` ROCK BASE GREASED OR S-EEVED w tiTO ONE J' 5'DE =. JOINTS t"AX 2D G"' OC ) O rs\ CAST CURES 2 EXTRUDED CURB 3CURB CUT 4 CONC. �4SP1��4LT TRANSITION-'s\ `� U �.._. E = SD-2 SCGLE I I/2' 1'-cQ" SD-2 ' N.T.S. SD-2 N.T.S. 0 3'4' DEET' TOOLED Cn S-_OPE WALK AWAY t CONCRETE SLAB FROM BLDC,. 1i4"/FT. UNLESS • NOTED ON PLANS. ---"`-- `— CONCRETE SIDEWALK SLAB ,. `•.; __ GRAVEL BABE GRAVEL BASE LETTERS, SYMBOL 11 MIN -'" _Ism. AND BACKGROUND D-3 TOOLED EDGE COLORS PER LOCAL WITH 1/4' RADIUS JURISDICTION RECUIREMENTS SLOPE 1.12 MAX. RESERVE O 3/4' DEEP TOOLED1- ' JO'Nt -- --- ' ' . FINISH GRADE ,� ' N� p�. a �:'=III` LOWER SIGN TO READ:100" _. 2 \ 1/2• PRE-MOLDED ,� III= VAN ACCESSIBLE 8 'D- t �t r �O � ,_ a• I EXPANSION JOINT °"Q�"�' IIII.. TYP. FILLER LSI VIII; D- 't y - UNDISTURBED SOIL/ _ 1/ M:iTAL SIGN FASTENED r• 1 / • ', .. COMPACTEL BASE --- .h �-- SECURELY TO POST 0 / S 1 D E WALK EDGE ' � e 8 -- GRAVEL BASE r7-s\ 2'# DOME CAPPED STEEL D-3 Z, POST CENTERED ON EACH EMAANSIUN JOINT s yp'.ppC MAr SD-2 SC4LE: 1 1/2" = I'-C" 0 ACCESSIBLE PARKING SPACE n - --CONCRETE BLAB ' ON GRADE �. . P I -- .. . DEE x ��' W DE PRE-MOLDED JOINTGRAVEL / z FI,_L JOINT W/5EALER GEOTECN =TI I I fl�(11=�—III a / n - CONT. KEY _ FABRIC u.. :.... . ,��!1 •., ,.;�; .,�4. GRAVEL BASE a a a I I m�1mm�m o �0 O-' 1, N -L t 1 I-11— I`iTi� =T11— =m_ UNDISTURBED/ ^O o•'�,,.op-0[0 1 tt7T_I _ Ijj_� CC''^pACTED BASE to 1d`}0`1- C' o "�� 4' 0`1 1 III` u III Lj—II—jII i tl ��li lm�ll m ( V cc'.•Rc._ L o 0, 0 c n1 Lim1! o :^ � o�,o � F �I , I N� '' 'E �•'�BE DET:.'LS FOR BROOM �=l I oC o oop(�foO- 0 0 IN 5•+ CC"NCRE'E S-ACE JC"v`S _ Pp OoO o0�, r I CONCRETE JOINTS PARKING SIGN reACCE9515LE f=A r1QG1NG I _4' 7 22Ty p)© MAX fifi 8' D-SP-EC5EE SEC L'GW'r SID 10,.0. TYP E ROCK ANT � '0 ( a _ CROWN -0= " BAS V --+-1 - - --�- " � I VERIFY BASE ANCuOR BCL' ARRANGEMENT SD-2 SOLE: I 1/2" - I'-C" u J L 1 I W, .-3 DI.11°t SrM DF'TAILS � 'v CC'UBE CONIC BASE Lu LL F'N GRADE Q 1 REVISIONS —" CROWN t + 8 -NO 6 VERT NO 3 TIE WCOPS I ft: At b' Or- wl " MIN CLR - �.� r-RC*,' FACE Or: CCNCRETE. CC" PAC'EC BACKFILL PER" E'ER t r� t_1 L •u-I I U►vC15T�4'BEM SOIL _ _ --- NO E - - -- C REG' RECESSED, POLE ASSEMBLY CAN BE USED II` POLE IS 42' MIN =4C^^ =AR<'NG SURF ACE + DATE 5/10/2000 - DISPLAY CONDITIONS PROPORTIONS I FILE ed2 dwg T TYP JOB 99225© LIGHT FOL E 5A5E 11 �4GCE S5 I B I L I T1' �12 Cx SU5RADE DIAGRAM DWN RK- ��K S� SD-2 N.T.S. N.T.S. 9355 SW McDonald Str. 8UP 2000-00206 11 of 73 OF SWEE?S LEGIBILITY STRIP C.,, O 2 3 4 5 6 7 8 9 10 11 12 13 14 16 17 18 19 20 21 22 23 24 25 26 27 28 29 +O OIIIPHONI a iGZ s� b _ 1;1111111aJl�ll�,ll�1.i��1i1 1111 111li111 111.1��1.I�II�IIiILIIiLLIIIIII�II>II��I�III1111�II�IIIILIIIII�IIII.11l1J 1�11J �111LJ1..IIJIliIIiIIIII-I IJII�)�1.a1�.LLI��111ILu1► t_L�ILLI_LII�LtIt)_�l ►1t11�llta.11.1111111 oz �r .. "MI1111111011110"Igo,Milo 01141111111 Oil I 1 �I r t d -- _.f- 6XaXI6CM.U. -- - / 'f • • SOLID CMU CAP WEADER COURSE I� o. OREGON f JiU � t f C.M.U. I } 2 �' .,� ` 1 _±� T '5 CON n - -- - CONCRETE FOOTING x 16 C.M.U. 4 , I PRECAST CONC BUMPER 8 x 8 " h I ' BLOCKS EPDXY "D SLAB -_ -_ - -- - -- _ -- - - - -- -- - _ _ _._ / GROUT SOLID - L J !� ' ° •,fez l � 1 I - - - - --- - -- -- - - -- _ _ - - - - - - - - - - . `+ ' • S AT 48' OC. VERT CAL ry I I I e (2) 3 AT 48' O.0 "CRIZONTAL N - U • •� I I I -- CONTROL JOINT (TYP) 'f " . � • i .D -- s s ��-"— ---- DOWEL U)/ NOOK INTO FTG • " ° I 2 TRASH ENCLOSURE ELEV. 5 DI o < iJ r I �D-3 SCALE: I/4' . I'-0' 4 MN CONC SLLB W W/ 6 x6 . 9 ,J W29xW: JIF F- I 6'• GALVANIZED STEEL ,.._, w ' �i I BOLLARD TYP (2) PLACES • �� 04 DOWEL ?' C -o�'x2 6' t I CMU BLOCK % W/ CMU CAP — -- WEEP HOLES • 24' OV a f� STEEL BOLLARDS X2 EP LATCH W/ SOLID GROUT UP TO EP < 3 -6 419 I - Z �— . 3'•b 1/4'. 04- o TYP. BOLLARD � PADLOCK EYE E • `---- GALV. STEEL PIPE - - -- - CMU BLOCK W/ CAPry UUTgIDE GRADE d VARIES C TYP. � 2 W rG c • iD (2) CHAIN LINK, FENCE ;p I I t � . " _- a •. ° GATES W/ SLATS n , 10 -3 1/2' • I �^ �,,/ ALIGN TOP OF ALL STEEL BCL'.ARD- TYP � Q' . ;t, __._-------A. (2) 5 CONT . ., BOLLARDS uI 1 -- r • n e , - _ _ - - - - - - - - - CONCRETE FOOTING 1 v w !6' ABOVE A.C. PAVING - -- - - - - -- - - - - - - r l- - - - _1T -� -` CANE BOLT I I u � � s I � - - - - - - - - - - -- - - - - -� " cn L� -- - - - - -- ' - - - �.--- •---- CONCRETE FOOTING l I I TRASH ENCLOSURE FLAN TRASH ENCLOSURE E L E V. 4 TRASH ENCLOSUE' E�.EV. 5 TRASH ENCLOSURE WALL SC•:.LE 1/4' 1 -C' SD-3 SCALE: 1/4' . I'-m' SD-3 BCALEI I/4 . I'-0 SD-3 SCALE: 3/4 I'-m C x 6 X 16 am.U. li SOLID CMU CAP BEYOND, GROUT ALL CELLS SOLID HEADER COURSE 3 VERTICAL DAR f GROUT BLOCK CALL SOLID CM.0 WALL - CROWN TOPS BE" ONDFool �� (n Z 6'0 x 6'-0' GALV STL. 0% PIPE FILLED W/ CONC I AINT Z O CONC. PAVING i �- -_ 30' EXT- CONC. WHEEDED LS PRECAST E 3EET8PECS. ) u,6, = --_ ou�6,:0 .'n� ~/ �I EPDXY BONDING AGENT09 -� NOTE, SEE SP'CIFICATION FCR GATE HARDWARE. • I I I� �'''! CONIC SLAB 12'0 CONC FILLED TRASH ENC:LOSURE HOLES TRASP ENCLOSURE WALL GATE HINGE r8-,NWHEELSTOF CURS g 5OLLARD DETAIL SCALE: ► I/2' I'-(d' SD-3 SCALE: I/2' i'-m' SD-3 SCA'_E: Irl' I'-0' ASTM P 3 SCHEDULE 40 GALV. l� STEEL PIPE 2.315 O.D.x .154' 9-1/2' SITE DETAILS .n / 36' / (00, / R.,4' REVISIONS m., ti `v` ;N - R•12 i e •- a tf 1 ° ° � • e d rn rn 4 '\ ' ANCHOR ----- ( I \CCNC. FOOTING 12. DATE 5/10/2000 FILE ed-3dwg - i JOB 997250 DU)N GF-IK TRAFFIC D I R. ARROWS 5 I AGE RACK SCl 3 NO SCALE SU- SCALE: 3/4' . 1'-0' -- 9365 SW McDonald Str. SDIARM3 SUP 2000.00206 12 of 73 OF SHEET LEGIDILITY STRIP �m O 1 2 3 4 5 6 7 8 9 10 I I 12 13 14 16 17 19 19 20 21 22 23 24 25 25 27 2e 29 30 pmm.i tm CD ZI I I 01 4 HON I Moe lel.,.Ih ti.11�ldIIII1l.�lAlilll��la�.w. .IIIJ�I.tl�l�l�.11l��J.I-III.II.IJ11-1.1-X11.111.1.1111.1.tI.I.1.1.l�l�1�11�JaiIIIIIJ_11tJ��1i11!.�I.I.1i111�I1!�III111IIIII11�1.1a.I.1��Jal�I�.la��.�111t1�iJ.�(J�ul�laJ.11�1�1�1�1tl�atl�i�1�4Oz ,., - rar!IFM.".'ph�'. ... ._ •..vs -..N'M�,.4�A,,.�M.+'�NR�., _ .. .. .. .7XP3M ., _: .. - . ,.-. .. .. .... . . ... ..,. •, �" .n._,.."7.11*41 a«m+.ipN��4i x;..x+,wnvn� .._. ...... _. _ - .. u. r. . SN S,1) PH ANKRC) � 7 � • f OREGON \ - - - - - - - - - - - -- - - - --- - - - - - - - --- - - - - -- -- - - GENERAL NOTES: - - Z " I. SEE DETAILED ELECTRICAL SNEET5 FOR 4GGITIONGL Q r I FIRE ALAR" AND LIFE 5AFET''' SY5TE1"I INFCR"14T'ON 1 TO i 2. REFER TO 5+4EET 4-2 ' AND A-2.2 FOR ADDITIONAL INFORMATIONbw H IT=T 1 . 3 N LIEU OF PROvIDING- AREAS OF RESCUE ASSISTANT A WRITTEN FIRE AND LIFE SAFETY EMERGENCE' PLAN (TUAL4T!r4 vALLEY FIRE AND RESCUE ICM-OG 5ERIE5 3001) 15 USED T ; /�� O CO"IF°LY SECTION II@T OF UBC-W'TN "+ OREGON AEND"+ENTS V u � N TO I - I Y EIRpN �■ � I 0199N 70I .. �i BELOW \\ _ - I LEGEND. W • 7 ''i-81iL; -\``-�� 1 _ _ _ _ � summmm• 2 SOUR SEF'4RATION WALL O I I HOUR ROOM x' I I O - D s I z I Ln - -- - - - - - - - - - - - -- -- -- r -- - - ------ - ---J I N SECOND FLOOR PLAN s-----E41 8EE a "C OVELVALK-- 9EE �p.i t -- Z O „J 51DEwa.K-- 9EE SD-' C I � I I 'ted' _ ——— •� I FW PLAN REVEM l DATE 5/10/20_CC RILE_82140dwd JOB 992250 DDUNRKT CNK ►.AML FIRST FL OOH FLAN N � 9355 SW McDonald Str A20 BLIP 2000.00206 13 of 73 OF 5NEET5 " - . . -- -- -- - i \err-rnwAl f N 'aq225n',, 701 f. 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O DENOTES WALL TYPE, REFER TO SHEET A-4.3 �D O FLOOR DRAIN 4 COLUMN CLOSURE--SEE DETAIL -�- 13 SINGLE-PLT' ROOFING--SLOPE r0 GRAIN A c SI'-'i l 320 3F. I © I I � � DATE 5/10/?00© 4 ALL GLAZING IN DOORS AND RELITES ALL EXTERIOR WALL TYPES TO BE O U.O.N. QO DRINKING FOUNTAIN - ADA O TUBE STEEL COLUMN 14 I-HR RATED HATCH ABOVE FILE a2',sI.dw B 349 9F. 4 4 d WITHIN 24' OF DOORS SHALL BE SAFETY GLAZING. - 9 _ — TYP. UNIT PARTY WALLS TO BE U.O.N. ODS DOWNSPOUT HALF WALL 15 TRANSLUCENT CEILING PANEL BELOW JOB 992250 C 321 $F. 4 4 8 5 PROVIDE EXIT LIGHTING FROM BUILDING PER UBC:. PROVIDE EXIT 1 O ® CMU WALL r rHK N^�L C +501 SF 3 4 1 ILLUMINATION WITH SE ABATE SOURCE OF POWER TYP. CORRIDOR WALLS TO BE C U.O.N. O FIREPLACE-- SEE DETAIL B/A-4.2 Ib RAILING--SEE DETAIL 6/A-53 r)WIN RK _ BE.. E c 5tM) -- - PER UBC BT SEPARATE PERMIT � r- E I 510 5F I 1 ® ROOF LINE ABOVE 11 ROOF LINE BELOW ? TYP. UNIT INTERIOR PARTITIONS TO BE O U.O.N. •mm• 2-NR SEPARATION WALL O .___- .._.._ _— 6 PROVIDE IB' MIN. CLEAR OPPOSITE DOOR �9 OPENING ABOVE F 530 59 © t 1 LEVER ON PULL SIDE OF DOOR PER ADA GUIDELINES ---- - — -- ROOM NUMBER FE. PORTABLE FIRE EXTINGUISHER G G2 5Cs 1 ? 2 4 T. COORDINATE WALL T*y'PES NOTED ON FLOOR PLANS WITH C5J. CONC. 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O DENOTES DOOR TYPE, REFER TO SECTION 08000 DENOTES I HR ROOM o'J CONCRETE SLAB � HANDRAIL--CC'C "EM — FACE OF EXTERIOR 5HEATUING SHALL TYPICALLY BE FLUSH WITH FCUNDATION 5TEr"�WALL 100.00' SPOT ELEvATION O PLANTER II LOCKER--N IS - DENOTES WINDOW TYPE, REFER TO A-5.I -- -. , AREA 1 FIRS* SECOND TOTAL 2 D'MENSIONS TO CENTERLIK'E OF INTERIOR WALLS, U.O.N. ? • ____- a ____ __ � O3 NOT USED 12 NO USED 3^ 8 I� 1- -- -- - 3 SEE ARCHITECUTRAL SWEET-) A-2.4 I A-25 FOR FOR UNIT PLAN INFORMATION. O DENOTES WALL. TYPE, REFER TO SWEET A-4.3 FDO FLOOR DRAIN SINGLE-PL- F'► r� 7 4 COLUMN CLOSURE- DETAIL /- 13 SINGL_ L ROO JG--SLC E C GRt• '� � _ � SATE 5/10/200ra - �__..__ -__. _-. -4--,-- __ A ALL GLAZING IN DOORS AND REL17ES ALL. EXTERIOR WALL TYPES TO BE O U.O.N. (0 DRINKING FOUNTAIN - ADA TUBE STEEL COLUMN 14 I-uR RATED I-IATCw ABO'/E FILE A21/*2.dwcj �' 3aQ � a ' a ® WI'NIN 24' OF DOORS S«JALL BE SAFETY GLAZING. 31 Sp t a A S 5 PROVIDE +TING FROM BU TYP, UNIT PARTY WALLS TO BE O U.O.N. ODS DOWNSPOUT © HALF WALL -- - 15 TRANSLL_EN CE'LING PANEL BELOIL JOB 992250 • '- --i--�- t DE EXIt LIGE 'LD1NG PER UBC. 1 T - �_------- -_.—_.-- ------ - � .• P�"�-�^�f CMU WALL T � c PROVIDE EXIT ILLU!"1INATION WITH 5EPARATF SOURCE OF POWER 1 FIREPLACE SEE DETAIL 8/A-d.2 16 RAILING- SEE GE A'L e,/4 D 5D" gF 3 4 1 TYP. CORRIDOR WALLS TO BE O U.O.N. Q DWN WT GUK HML ---- PER UBC BY SEPARATE PERMIT ® ROOF LINE ABOVE I� ROOF LINE BELOW CNE•eE_ EAE 5'`"' � !•'C 51=� I I — ? 6 PROVIDE IB' MIN CLEAR OPPOSITE DOOR TYP. UNIT INTERIOR PARTITIONS TO BE O U.C.N. •mm• 2-HR SEPARATION WALL LEVER ON PULL SIDE « DOOR PER ADA GUIDELINES ROOM NUMBER O F 53C' SF 0 I 1 9 OPENING ABOVE s + -- 1 -- - -- FE PORTABLE FIRE EXTINGUISHER G � G2 gC+4 gK 2 _ 2 4� , COORDINATE WALL TYPES NOTED ON FLOOR PLANS WITH c5i CONS. SLAB CONTROL JOINT 6�9 SIt D ? 2 S'RUCTURAL DWGS NOTIkY A.1E OF DISCREPANCIES Rlml RELITE NUMBER 26 48 UNITS • 9355 SW McDonald St►. 13UP 2000.00206 15 of 73 CF 5HEET5 - - J \CrowALF\997250\CI[>`, LEGIBILITY STRIP � TC- - 2 3 4 5 6 7 8 9 10 11 12 13 14 16 17 le 19 20 21 22 23 24 25 25 27 28 29 30 ZI 11 O I q q 4 q f s HONI l oa � ll � ll u 1�1��11 ►�111,Wa�11�I,I�I 1J11�U11.1��J 1L t.�-I_I ilal.Iti lil I I I III 1.1 I(I.I I.I Il 1 11.1.1 I i 11l1,1"III 1 11.1.1 1 1 I ljjjl�l.t�,lll�.1,L� i�1a.1t[].1�la.la u.�.i.Illa.J 1�a�11�1�11111�1�1�1�JJ�U1�1�1��111�1aJ��oz .- .-w..;.....,+^.r-.r1«+M.-..a,e-:_...-sr. :. ,.u,..<r mxln..;...,u., ,e..u.n+>rrMRAWd"F'!'i*"y'kl�1M.eM.tldyw.ro.^,... +i�.w+Pn'kwM..Ir,MgwNeKP•+�r��wwnr+nNe _.. .. «e:..nuw .•'a.p°Ne.«aH*aMiti4 , .,. .. ,. +M.-.. . .. .:. .e.w,:.w.^►W.+rp;!wve.ey4Ni.�„LY.�K�'.!tlw.!+!'„f•.e^ �M1TM*"'.+"Kw!Ul,at". Ail'n CS 10 S H. *N11 f 0 � x O --- - 0 o 0c: G - -e-. 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F *R PLANS -- ---------- RBVL'4lOIN9 i '-i 3/4' 2'-II' 11.6 I/2'L'-6 I 1'-II' '-I 3/4' - — O � � IY ,n � v � TOILET __-- kr) .f fir` " E WALE WALL -5f'; IV BE OND - - 0 I 1 I 12� — �` / MEN EN o- - _ -------- r� 149 STAIR --- * ! � �c - — - - - --- DATE 5/10/2000 FILE 82%3.dwg F ti � R JOB 992250 - - -------- -------- — I DUN RKt CCK NML STAIR SECTION _ 8 FUaL I C iE STROOMS g TOILET fi�'001''''I 121 A2.3 5CALE: 1/4" = 1'-0" A2.3 5CALE: 114" I'-0° 9355 SW McDonald Sir. SUP 2000.00206 16 of 73 OF 5NEET5 J,\CrowALF\992250\DD\ 1 LEGIBILITY STRIP O 2 3 4 5 8 7 8 9 10 II 12 13 14 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 ILI_ 11Z Z I I I OI NDNI . I OZ �1L� a1�1 LI Ll�1l�l.l,.1111.1L111111I111.111Lthh-1I',11. 11.11111►I111I111111111111.11h11TIIIII I11111111.1111IT11]IIII III III IIUL. llIIIIIIIIIIIL�111�1.�_111.��t1�..1.�.1.t1��l.�I�l�.l�l�-11U1►J.1��.I-IJ.1.11_L�IL111.1.11II�oz ear..•".,°"" M'1M+�"'4.+»" -rr.�Mlw,e.,, Mm*"+', -. .4n+»+.. 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I C TYP, / b .� .,2• ----* 6'-� I/$ 1'-4 I/2 1'-4 1/2 6'-1 1/2' 1'-4 1/2' 6'-1 1/2' 1'-II I/2' 1'•4 I/2 ' 14' m _ __ -_ _- --_ ____. _ ._ . _ --- — 14'•1' UNIT - A UNIT - A (SIM) 3 UNIT - X42 4 UNIT - 5 5 UNIT =4�` a' A a r ^ 6C�•LE 114, 1 -0, ,4 SCALE 1/4' • 1 -0' -2.4 SCALE: 1/4' r-0' ~� ©' SrC8 - G'v'C 32C 4F./ 231 SP./ 106 CF. -2 G/N/C 31' 59./ 229 SF./ 108 CF G/N/C 349 SF./ 260 SF./ I©8 SF. -2.4 SCALE 3:1 SIM% :326P./ 108 59. A 0 / IC -8' 5 -4' 12 42' I 1 I .00 — -- IV r• p �_ C TYPICAL UNIT AA SIM., X42 8 C u S'-Im 314' -2 4 SCALE: 1/4• • 1'-0' SEE DETAIL I/A-5.3 FOR ADDITIONAL INFORMATION STUDIO -- - �- — --- — - — — 24' x 3(T' SURFACE MOUNTED MIRROR A MEDICINE CABINET UNIT PLANS BEHIND. PROVIDE WOOD TRIM �'' a SIDES OF CABINET TOILET PARER BEMIS M C G15pENSER 36' FR3— \ / SWOWER ` BACK WG.LL, "'A/ _ ICURTAIN A► I \ / B 1\ D 4 ROD X - - II A I 1 / b' 3'-2 3/4' 6 1 - 5 \ 2' 2' 5 r / 'I` - —f' I DATE 5/10/2000 _ FILE d21s4dwo b 9 -1 3/A - 3'-1' 6'-9 I/4' in 22 -0' '� �+ 1 JOB 99225(4 UNIT - 1� NOT USED � TYPICAL UNIT D, E OFF, F, G, P -. -C GM/C 5`, 6F 36.1 c.0 EE C� '2 4 -2,4 SCALE: I/4' I'-0' SEE DETAIL I/A-5.3 FOR ADDITIONAL INFORMATION A24 9355 SW McDonald Str BUP 2000-00206 17 of 73 OF SHEETS I 'I \Crowns-F LEGIBILITY STRIP M 0 2 3 4 5 6 7 8 9 10 I I 12 13 14 6 !7 18 9 20 21 22 23 24 25 26 27 28 29 3,. 25 al of QI H3NI BOI OZ - � ,u!1.L1;.1.1��1!�.11�,�t1.1�.1��,I�J�11 .X11.1.�.1.��rl��t�.i��11�.1�J.IJr.�I.►1 ��.( oa . . 0Aw � . 001 ..Yw, _ .w..anw.r. -!x+4' . - it w. . -.M+,wr!.,±Hk Mv+P1•. plw.W.+aVY!+iMiW!w!Iku'bnr'4 NrV:•4/!M ii .W WMruem r,br. F'.+I'Ju es -w..,ren•••v.nn.. wap,li.x.«nI!A'iYd ti'.rYM."WA nn..m n. n..yryro .n.- w}NdM "11'+"!CnM. 'MF.'M1MM�.MM+°•�'W'r�'.+IWM Mnw Iy�WQIjGlsy, � M4!!r.ttM I i.+M+!>I+bIMMM!M rs!M.14w v tl!r«.RA ...4Ww-r. w4eMIN:MIiMIM`Y "°" 'F t = -Jot-..- ----- -- -- -.'2--I' -- --_ —. - 14'-4 1/4' 14 -0' 5 wKac�w '4: .� - -- f— - -- �j Do 0 0 0. OaEGGN ` -�, i'-!` •O' '®, f .• �c -- 1/41 -8 3 -5 12' -4� - f -- -- �) ��`�\: -- L 61-01 5 5' 6 0' 2 -3 3/4.1'-II 1/4' 6'-5' I$ . --------- - ' •' S'-B S' 5 -2-_1/2 fit _410- I %L Alt- .- U ( w I w O \ - - •YP ! D b++EaINb — TYP. \> A O = - U t.J -_- s 5 -4 3/4' 2 -D' w - -. f - --- O F-- '' < _ ' • JJi M tv � � – — 5 . r+ 5'-1 1/2' e' Typo 5'-4 3/4' - - f ----- �-- i� • `_1 \ CIT. i 6' 3 3 - I -- �I I, 4'-4 4-1 + � ._ o -- - - s UNIT - G 5N"- 54b 59 , 422 SX 'bC Cr- - -- — — -- ' 26'-A 1/2' Z 1 t ----------------------- -8 ---------------------e 3 .�• .® 3i4'� �! Ir1' 0 -a 3/4' �'.� li4' � b'.a 3/4' � 5'-u' �y3'.-m 12?' 6'•8 3/4' 4'-2 1/2' �00 4 -b I/2' Poe ` `• — UNIT E _ UNIT _ o A � Cr'-73 Sc -35E 5F / :13 CO. •2.S 9CA�E' '/s•�. 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A25 9355 SW McDonald Str BUP 2000-00206 18 of 73 OF 5�EE7S J �CrowG�C� LEGIBILITY STRIP -7 8 9 12 13 14 Is 17 a 19 20 2 22 23 24 25 26 2- 26 29 01 6 �11 0•JI 241OZ N�IaJ.t 1. w, OF -. om 01'" . „...-. ,.. ., ,,. .... -... 't?�'kA:.' "'KLabM/kl!'�'".......,, _ -.MIN!RM ['lUl: *+!N»..nrraw+ ;p•.-,r„r i-,wMer.+.+n;...w-.+rv •wr.eri*ar*.+rn ....,,.,.. _ __, .. _ ... r., .. ,a ti ``' 5 ANNR01,1� • UJI - f -- - - ---- --- f' D. 0r1EC ON TYP. I o �� ()F M XY - I I z � Q - - - - - -� ��— - - - - - Q — I H U w F-- tYP 1 I TYP. U ;� I - � `o I I I I I � I —- ————J . TYP `-. ON _ - - — -- -- — - �- - - ----- I - I - - - -- — --- - - — --- - - — — 8 - d16 -- IL II - -- -- - - -- - - - - --- - _ --- (� I I r l I I 7 f---1 LJ — I I — T 0 3 I I t 3 -I -�- - -- - - �i-- --- - ------- _ p I1 TYP, I r 1 I I 1 ! I r r---, 2 TYP. TYP. T P. 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Mmmm 2-NR SEPARATION WALL OI COMPOSITE ROOFING O PREFINISNED SHEET METAL GUTTER PROVIDE 24'x36' SELF CLOSING ACCESS DOORWAY. -- -- -- 2 PROVIDE 114' PER LINEAR FOOT SLOPE AT FLAT AREAS, 100.00 SPOT ELEVATION O MECHANICAL PAD AND CURB--COORDINATE DRAFTSTOP BELOW -- -- - — LOCATIONS AND DIMENSIONS WITH MECHANICAL RD O ROOF DRAIN CONTRACTOR � CHIMNEY FLUE — - - - ODs DOWNSPOUT O BUILT-UP ROOFING SYSTEM--SLOPE 1/4' PER LINEAR FOOT TO DRAIN 1� CATWALK--24' WIDE CONTINUOUS PLYWOOD PLATFORM AP.OVE BLOWN-IN INSULATION--SEE DATE 5/1Q�/'l0fam FLAT ROOF ® I-HOUR RATED WATCW BELOW �) ROOFDRAIN AND OVERFLOW DETAIL 15/A-4.5 —' FILE el2 141,dwg ® CANOPY BELOW _ JOB__ 99225__0 r/ WALKING PAD DUJN WTCNK NML j&2 7 9355 SW McDonald Str. 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I II -�`�� PRE-FAB TRL,i55 PRE-FABTRUSS- — t / _.. ,. WN-IN R-38 BLOWN-IN - - ��l' 0l x R-38 BLO INSULATION \ / \ W i -- ___ . . -- -- -- - - 1rI — - _ --. —�. _ �.I BO_ WINDOW STAIR TRANSLUCENT 231 g r ------------- - BUILT-UP 1 SKYLIG0 < HT U GYP SOFFIT j: I I .' --- � SYSTEM ROOFING SLOPE R-19 BATT 1- r 3I ~ 19 INSULATION - I i I 9 ".' A-11 Jir Z01 -FAB r a I U 1T S / OG L :Fc` A- . I SIM ' I OPP. A-�.I - -- Q TO FIN. FLOOR -a.4�,, � '�♦ v SEE I/A-4.1A., 1 LIGHT VALANCE e, In NOT SHOWNJ► .. % / - 0 .n \ a /' O i —..�VINYL WINDOW � . 9 A.� I 5Y5TEM 9 — BEAM - • m ��``�/,� 2 SIM OPP. STAIR \,A A-�I BEYOND ^p 131 to _ _---- -- - I :._.,., 111' SELF-LEVELING I I ------- - 7 • = .i. UNDERLAYMENT OVER __ '^ 'O. LANDIING 31A' TAG PLYWOOD ..:I— SUBFLOORING OVER -� :� COLUMN _ 91 I i TJI JOISTS I r— --•-•1 SUPPORT i0 1 �T O SUBFL R T.O. SUBFLR10 I w - ---- -— — r PLANTER 77 Ad on I 1 I L 12 ry A-1.1 -f - - , t Tty t. 5L ID NG DOOR Ti . STOREFRONT 7=1 - - LIGHT I VALANCE �I Q 4 SECTION AT VEST I5ULr5 --\ SECTION AT CENTRAL STAIR_ � VINYL WINDOW � j' �+ �, SYSTEM A4,2 SCALE: 3/8" 1'-0' A4,2 SCALE: 3/8" = I -C'" ~ '"' A I - CONCRETE SLAB - ~ OVER CRUSaED ROCK --- it O CONCRETE A-71 SLAB GUARDRAIL 1 FIN. FLR - 11 --� -- -- �= v '-(- _ FIN. FLR - - — — — - ll. II =1llll ► II=IIIi� rl Ei - n I SiII I-1 T III---III o III=1 II I III n I I II I I= ; - =III-= -- --I► I I_I f�l I I_ - _ _.._III---� 1 I_I I I�I � I_ �— _ �_ — - r �---- - - � . `t'fi�. UJ�41a.L SECTION TYR 1�J,4LL SECTION 3 WALL SECT. � DINING — .:.: SC"L-E- 1/2' _ C A4.2 SCALE: lit' - 1'-�" Q42 _ -; ��h�Ic�_ SCALE: 1/2" 1'-0" r L - -`cICAL ++ri ROOF/CEILING ASSEMBLY SIMULATED STONE CC+•'+P051'ION SHINGLE ROOFING SOFFIT CVER RCOF'NG FELT — - LIGHT VALANCE - e mLIWOCD SHEATHING OVER BUILT UF^ BLOCKING--PROVIDE VENT NCLES - - 4 SOLID D WOOD BLOWN-IN R-38 NSULAtION PREFIN r'•'ETAL GUTTER G FIREPLACE — - — _ . - - -- — _ rr---_—� -- - - - —-- -- - WALL SEcnONS REVMM Cr - _ � - --- I - I _ G ti Q d G +: ` LASERS OF 56' - -, DATE 5/10/2000 - - - _ - - - - - - - - -- - - - - -- FILE e41%2.dwr� 1 NC VENTS ALLOWED IN BULLNOSE TILE EDGE JOB _ 992250 THE 5C�F ' ' :x'C' �A�' A WITH KEW BACK ---- DWN WT CHK ■E w+CCD TRIh1 WITH DAfO CUT "'CAL I-HR Ex'ERIOR WALL A55Er-ABL'r rro--\% �'�'R EAVE DETAIL g FIRE— PLACE ELEVATION .a ; 5C41_E _ 1 _C ,44.2 SCALE: 1/2' = 1'-0" 9355 SW McDonald Str. A4*2 BUP 2000.00206 22 of 73 OF 5NEET5 J \CrowALF\99225x)\nD\ LEGIBILITY STRIP `T0- `T 2. 3 4 5 6 7 8 9 10 I I 12 13 14 16 17 16 19 20 21 22 23 24 25 26 27 28 29 3C ZI 1 1 01 j HONI e4IOZ 4 p � 1111+L!ltJ.�1111J 11111�1111L�11�11lllll�lllll 11I.�IJlI.�11�L111 �11.J_II►11111►�II►l IIII.I.IJ_�J I II��..I�_I11 III I I.II�J.Itt.11JJ 11111. 1�11J.1.�f�.J,I 1.1I_I1.1.11_�lII IiI 11th �1.►.1.►�1J,.111JJ 1,t„1�1.1LI. ILJa�all��J��1.1 .11,1.1I�Toz «RAe +rr+c+ +-i ,ww ,a+r„ w,v sp,.: r.•« . a*,+ •. e+trarr .. - -pu:pip ... � »'-.ANMwM - - ... . .. .. w.,...n.r.:ul.«•,._.aa+,nw,..,..oy,.........,r.... ,. . ,» .w,_a...•,. ..,:.-..,«.,. :,.: w .. .wr..:.. ', ,-.....,.,,..., ;.L:.. ;row«*..+..www+.!fN+x. , . eww+IFgwwwMwl�l!pw+w ::. �`,iv!tM4Wa'x, ,-,I!w .ire%-«�nwtwnuh.xu,M^+hu}I'. `?K'-"'fes*��;�1''^ .. i IN. :,s, 'ro. FC SEA'�'NG I �`-s 4NKROM _ .f 54, k W/ PWD I .-� 54. W'0 FUA 44 • 2x4 5TUD5 1x STUDS tI') 0. OREGON r C; _ 1x6 STUDS / , �� b' OC 1 =i Ib' OC l - / 16, O.0 �. - 3' SOUND BATT Cf -_ 3' SOUND BATT 1 L - 3' SOUND BATT � I /r �)L' BUILDING PAPER = ! - / 3' SOUND BAT' 1 1 BER .EMEN' BOArr� OR i // ) 2x4 STUDS ---- .x 6SODS 5/8 TYPE 'X' GYP. ( Y RESILIENT CuANNE-; T_ ' ? - LiORIZENT CHANNELS ( Ib' OC �� •+OR'Z a 24' OC ( :. w, NOR!Z ,0 2a' O.0 � BD EACu 51GE ( I } '. ON ONE SIDE _ ON ONE 5 GE r (I)LAYER 5/8' TYPE 'x' 5/8' TYPE x GYP •'� •.PE 1 = - ki' TYPE 'x' �-' — I/1' PLYWOOD TEAR GYP.WALL BD, EA SIDE BD. EACu SIDE I Y I' y; ' TYPE G`p .•A-. BG 5 M.�4'ED STONE GYP WALL BD. DI ICATECM WuSRE - - STAGGER WALLBOARD - I GTP WALE Bp � �.� INDIGATEC BY STRUCTURAL j JOINTS BETWEEN LAYERS � EA SIDE z g N5..E FACE i 1 EA. SIDE _ R-11 ATT I 1 S'r5%j- 5«+EATuING 1'2' PLYWOOD SHEAR �� l� ffiQ� �. I Pu M -- ( r,) ! 1 .�� I/2' PL`-WOOD S�E:.� � W .AT_ C/ER BU1LD'NG PAPER D A RAG WHERE ` DIAP"RAGI"' WHERE � • NDICA ED ON STRUCTURAL NDICA'EG ON MORTAR TYP. CORRIDOR WALL TYP SEPARATION WALL TYP PARTITION WALL l`'F' E/TERIOR WAS, . 1 SEE w, BED TYP PART, WALE UL-U344 I o r UL U305 GA FILE NO WP 3510 1 HR SEPARATION WALL O = c, NO 'U348 - IPVC5 UL•311 UL 30 U - WALL TYPE PE 'A' 5 WALL TYPE PE '8' rs--� WALL. TYPE �V� 13 WALL TYPE Vri--1111-NWALL TYPE Tr7l � WALL TYPE PE T SCALE: 1 I'2' - 1 -0 A4.3 SCALE: 1 1/2' = I'-0' A4.3 SCALE: 11/ ' I'- ' A4. r C' —' 2 0 3 S..ALE I I,2" I'-0° A4.3 SCALE I �. O w 0 ROOF A55EMBL7 ROOF ASSEMBLY O < ' ROOF ASSEMBLY At- -- - _-FIRE SEALANT CONT. , TOP OF WAL l_ / U c -- WALL TYPE 'D' O •-' DRAFT STOP AS REa'D = CONTINUES TO UNDERSIDE ,G■ • ,�_ SEE ATTIC PLAN j OF ROOF A55EMBLY o 17 (3/8' GYP' BID or PWG) _ ( NOTE —- -- AREA SEPARATION WALL ` I - MUST EXTEND THROUGH TWE R-38 BLOW IN INSULATION ROOFAOVERAWANCi TO THE FASCIA BOARD. I R-38 BLOW-IN INSULATION R-38 BLOW-IN � 1N5ULAT!ON (2) LAYERS 5/8 TYPE x �s r■. WALL TYPE 'A' GYP BD .. I .. (2) LAYERS 5/8' j \ R-38 BLOW-IN INSULATION ^1 '- 1 . WALL TYPE 'B' TYPE 'x' GYP BD. �' PLYWOOD WHERE '-` 1� (2)LAYERS 5/8' TYPE 'X' REG O BY STRIJCTURAL -- _ GYP. BD. EXT. WALL � ROODrro-**NPARTY WALL � ROOF CORK. UJAL L � ROODri4 SEP. WALL L � ROOD �,' . , 0 t. � � z SCALE I I'?' I'-@" A4.3 SCALE: 1 1/2' 1'-0' A4.3 SCALE: 1 1/2' I'-0' WALL TYPE 'A' ( �� WALL TYPE 'B' - WALL TYPE 'G' WALL TYPE 'D' � I TEXTURED SIDING �`„ TEXTURED BIDING O I' F I 1•✓` METAL FLASWING l METAL FLASWING SEL LEVEL NG C I SELF LEVELING (Y - I SELF LEVELING - , ( UNDERLAYMENT OVER f� UNDERLAYMENT OVER UNDERLAYMENT OVER ( - 2x4 WOOD TRIM V !' SELF-LEVELING ( ! / 2x4 WOOD TRIM �l,a W!TW DRIP EDGE UNDERLAYMENT OVER ( 3'a' Tie-1 PWD SUBPLOOR 3 a TAG PWD SUBFLDOR, 3/4' TSG P'WD SUBFL.00R ( �- WITH DRIP EDGE 3 4' TAG P� SUBFLOOR BC 'RIM �% o:COR TJI FLOOR JOIST - - TJI FLOOR JOIST « I SYSTEM W/ 6' SOUND / 6' SOUND SYSTEM W/ 6' SOUND + - - -- \ BATT FLOOR INSULATION \ \ BATT FLOOR INSULATION / \ BATT FLOOR INSULATION i CCN RM BOAR � 1 t 1 1 — ( � SMOOTW FACE SIDING ' � '____' JJ -- �� / . � I�._ -ii �I .. _---- ��TW FACE 61C!Na CONT. BLOCKING — CONT. BLOCKING - CONT. BLOCKING r �'- Wl (1)LAYERS 5/8' l I v I - TYPE 'x' GYP BD s EACW SIDE ff L -- - t -— -- - I METAL RLAS►�IING (2)LAYERS 5/8' TYPE 'X' � -- (2)LAYERS 5/8' TYPE 'X' (2) LAYERS 5/8' TYPE 'X' X (2)LAYERS 5/8' TYPE 'X' METAL FLASHING GYP BD OVER GYP BD OVER GYP. BD OVER 1 ,_; GYP BD. OVER O TRIM Ii' RESILIENT CHANNELS ( ` �� I/2' RESILIENT CLIPS I� 1/2' RESILIENT CLIPS ) I/2' RESILIENT CLIPS 1x4 WOOD TRIM t' 2x4 WOOD TRIM I WIrW RED SIDING r C WITu DRIP EDGE V '�� J I SEALAN' AND BAKER ROD SEE STRr-TURAL WALL BASE (._. WALL TYPE 'D' 'r I, I SIMULATED STONE WALL TYPE 'A' 4 J WALL TYPE 'B' WALL TYPE 'C' BELT LINE T T FOR FOOTING 4 A cIN cLRG 1 � J 1°.! REEF DESICGN PER 5CNEC SILL SEALER IY�� ` TYPE x A4.3 SCALE: 1 1/2" 1'-0" v�, 1 1 GYr'Su!" SHEATHING 1 �I f� C I . DETAILING / �SRLxb �� ( - I L41w O/ER BUILD'N5 PAPER SEALANT � � J I �� WALLS NS J� MORTAR 19 SE"ING BED I:_ SONS GRADE °` ' , ° r1 00 0Q O o 0 ° a 0 o 0 00 0 00 0 0 4° 4 ° 4 ° c0 ` f t a:a o o°o oCf'oC�'oC ?OgJi o 00 ° --- - L INE l v� v��}a o(J'o��'ooeC�'p o O_o O(0 O O UJ_' 10 °Oo�O0 0 n ° <] ��A - --- 0_0 1 p0 010 0- o oC'o 00 ti n `C, d 000ov00L 0000��ooLo�0p ooOooUc00 00 - a 000 (�� Oo00 �OO��o� o00voO,�on0o ° 000�0o0o�ho��00 VO 000 000 ,7 -0g00� 0p00 - . o��'` �r,o cG d ono ° O O C O o- a o O(?o o Oo O 0 ° o oGCpopO o p(J w o00 ---- `COLPO - - --- 000 o0O�poo ° °Od o00 pol'O 0 I — r1�Ol.Jn00 O_ GRAVEL —J . I ( I n GRAVEL --- ----- ° � a DATE 5/10/2000 FILE e4',*3.dw T_ JOB 992250 G�U1N RKT CHK Hh1L µ EXT. WALL � SLAB 8 PARTY WALL � SLAB 12 CORK. WALL � SLAB OCG. SEP. WALL � SLABr24 h1AT. TRANS I T I ONA-4.3 SCALE- 1 1 2' = 1'•0' A4.3 SCALE: 1 V2' _ 1'-O' A4.3 SCALE: 1 1/2' = 1'-0' A 4.3 5CALE: 1 1/2' = 1 -O' 9355 SW McDonald Str. 8UP 2000-00206 23 of 73 OF SHEETS t ' _! J \CrOWALF\9922`:ri\DC!\ -LEGIBILITY STRIP C O 2 3 4 5 6 7 8 9 IO I 12 13 la 6 7 8 19 20 21 22 23 24 25 26 27 26 29 fir, iOmm■I Cm ZI 11 01 HONI B IOZ b �ll�ltl�lt�LL a Mala �1�1t1.�1�1>J1�►� l.L �IIJa a.1 .�I.1,1�1�1.111 J.1.1.Mala,.I.IlaJ11.111 �11III>iII�I1.IIJIII�IIIIIIa(I-IiJ�1�1.1.1.1 l.lilllll�l.1�>.la.l �il�.1.ilaa.1.IalaJ L �W.11>I-Ulla_lolll�.lIIIIJ�Ial�litlla-1� .UJ.al�,l la1.1. Oz 4 • ,. I r f- .�:.✓ 3/4' NUS'NG W/I 5/5,T.D WAIL S 1 H7�NKRDu ' -04 *vPF C E..GE 3/4' SELF-LEVEi-ING GYP BD PREFIN RAKE --- - -- --- • • WTLANU OREGON _ UtiDERLA�'�-•+ENT CN EAC" 5 DE ' ' I/1' EDGE TR"^ ---- --- � •J. r- q F 5.. :rCO-1 �� T M 5_ FLOOR ELEV DOOR --- -- Ix6 WOOD R' f�r �J� l� ��\` 2x10 LAND NG NEAD 'RACK — .. �.. c.,g -� jO'�v'TS SEE "PR I - DWGS IL LAND NG EDGE DOOR ?x BLOCKING I 1 r I p . X0C —2x4 BLOCK NG , 1 4 5ER5 .� RAIN PROOF WORIZON'r4L cJl CONNECTION DOOR / FIN VENT LOU'✓ER5 WIT1-1 I � o - - 5EE 5'RUG' -R4"E INSECT SCREEN I `� ' �.:Frr AGE 1 5/8, IYPE y ---- O STAIR LANDING 5 ELEVATOR BEAD LOUVER DETAIL � RAKE � -4. 5 E: 3' _ ! _p ROOF / cE1LING -4 _ LE: - -- `�.r..`. ASSEMBLY PER �--�'-i �' w - G A FILE NO RC7601 _ 1 O _ I RAIN PROOF uOR ZONAL i FIN VENT LOUVERS �. �+- O —1 INSECT SCREE' - - "7 f� Ln , 1-4' SELF-LEVELING 3 � - I 'rr'+ LINE OF - "` I -ERG EN ON SILL BE-0,L, 11?' i �' 3UBFL OOR I ' METAL FLASHING ------- DOOR ---�-- , DOOR I \� '�C BJILJING PAPER— Fv.4mF !'� { I I d TURN UP AND CVER i C I SILL -AtiC NG - .44 �I PANEL Y ELEVATOR I I I :,4 B-CCKING .AB I.WR WALL SHAFT PREFAB TRUSS / �:- I �.-__. -.. _ _1 ASSETI I E N PER _ - � S G.A. FILE NO WI<'3910 I I 1 STAIR LANDING 6 ELEVATOR JAMS ' � FLASHING DETAIL � 4. � z G SC4LE: 3 - 1 -©" ✓`— _ ' _C -4 5�4�E 3 .. X. ,' '..'_'�l.', JV..L'. ' 'J11�11' .::•. r. 1/`�..'_►.Jl.l��_�.�.Jl.'UIX.JUI-��l.X�J.�_!�..Jl._'...�J,..'�l.'J_'_tJL 514 R FAN 5N - _ 5EE SC:--EDULE -� PREFIN. RAKE DOOR _-� i - I ,- EDGE TR�r^ PANEL FLOOR / CEILING -- i' `� V 3 •s' SELF-LEVELING ASSEMBLY PER S ' Ix& WOOD TR," ----__ .'+DERLArmENT ON SET T1-IRESNOLD REPORT NO, NER-200 I -d 3/9' NI N ASSEMBLY E-2 3,'4' *IG PL�WCCG' �' .x10 FASCIA — J A S�P.rLOOR TO FLU`��+ W1 wununnunr (� I / FINIS+ -4TERIAL \` .d - -- - -- FINAL uE Gu' r OL I t • C LEDGER — 2x BLOCKING _ ELEv �R --- ` � � � TNRES'-OLD • C L.;tiDING SET INID C 3's. F '6- C �- GROU' �' � '1 I 0 CEMENTITICUS SIDING ' L 4x4x3/8 -- VERIFY) , ' SEALANT ------- 5 --- 5 8 •`PE x W/ LAG SCLTS I IF 1 NEAD FLASuING ------ 1� n•- � ' - VINYL WINDOW STAIR LANDING - ELEVATOR SILL ° � 12 CLERESTORY WINDOW 5C4LE: 3" - -C' o o o -- �� 0;_n 0_ .o o I ---- - - _ -4 SCALE: 3 - I -C 0 0 o0 00 00 00 00 0 o0 0 O 0o Oo o ELEV. & STAIR 1=11 1=1 I I=1 I I=1 I I=1 III=1 11=1I I=11 I=1 11=1 DETAMS =1 11=1 11=1 I I—I 11=1_I I a I=1 I I—I I I I1=1 11-111= I—I 11=1 11 1 I IS I i—I III r I --- BUILT-UP ROOFING OVER -1-S H. ANKROM BUILDING PAPER OVER i •-7 PLYWOOD -- WATERPROOF UNDERLAYMENT OVERR-45HLAP = SHINGLE-OVER RIDGE VENT, +Jj RiIAND, OREGON OVER FLASHING % � METAL FLASHING - ��, TOP RIDGE VENT �� (�L (\Q �\ J• ---- -__----._2 ' PPROX. 24' FROM ?. ?. 1. \/1 -�6 ABLE WALL END 2x BLOCKING ND I?' FROM NIP - ALLEYS - ---� 2x BLOCKING ' - - 24 GA. PREFINISNED - o - - -- - - / SEE STRUCTUkAL A h•IET. EAVE FLASHING Tt P. ELOPED ROOF --"� - � S7"STEM 24 GA. PREFINISHEG 2 :� MET. FLA51•4ING W/ j CONT CLE%T , l 4 U n � s 2xfo BLOCKING I W 2x4 NAILER OVER 2x RIDGE BD, HANGER 2x DORMER FRAMING 24' O.G. W/ PLYWOOD / �� \ �. 2x2 BLOCKING W/ ROOF SHEATHING 6 L 0 24' O C / 1 PROVIDE CONT. / SECOND LAYER OF ROOF JOIST _ BEAM NSECT SCREEN SCREENING EXTENDING UP SHEATHING 1) 3'0 HOLES PER SPT. PWD. / 1 ROUGH SAWN �F LLJ o 0 50. IN. F.A. PWC, SIDING W/ 1x2 c PROVIDE CONT. BATTENS 9 ALL 0 I-- / INSECT SCREEN �/ ' VERT. JOIN'= - -- WATERPRCOF 04 U e UN:ERL4Y-EN'r \ / O c O' w :'E :6 N,4 0 2 FLASHING DETAILr-7'� DORMER � ROOD 4 'EDGE ` ENT 5 VENT � �',�li�APET A5 _45 1 1/2' ■ 1'-0' _d,5 11/2' ■ I'-0' kcdorm3 _45 I I/2' I'-0' kc•oorl -4 11/2' • I'-0' ROOF ----ROOF A56EMBLY -- WATERPROOF FIRE STOPPING SEALANT /. - UNDERLAYMENT CONT, fa TOP OF WALL LAP BUILT LP ROOF B 6' N. 24 GA. PREFINISWED - MET. FLA51-IINJG ROSY " TRUSSES i 1�� PWD DRAFTSTO ! \ W/ CONT CLEAT ON FACE OF TRUSS PER STRUGT. --� or 2x4 FLAT STUDS _ --WALL TYPE 'F' SEE STRUCTURAL FOR BOT. OF PWD. i CONTINUES TO UNDERSIDE STRUCTURE AND kcroor4 -- — s ?4Y 61.6• OF ROOF ASSEMBLE ! CONNECTION DETAILS Q / CANT STRIP 2x FRAME AROUND ", � ` 9 I DOOR CUTOUT 2x FRAME AROUND - I DOOR CUTOUT / '�- - BUILT UP SLOPING I ) - ACCESS DOOR i - \�Y M RCO° S` 5'E"� 11 ----� - --- BLOW-IN y v - INSULATION - --- (2) LAYERS 5/8' TYPE 'X' GYP. BD, ON GABLE ENG " _v—VI r TYPE TRUSS W/ FRAMINGY -�f- SUPPORTS f 16' O.G. Y r . O PROVIDE FIRE DAMPERED 1fI ` J. ' Y .L.` Y -Y' r Y, �_f( f �(�{ r lF r Y ! ,' i(�l • r .. r 1l- .•in •L , OPENING FOR ACCE55 _ • w 'r •\Yv,k-- ! r .♦. .:r. � �M- Y .�- ♦ r...1 a. ��.—'.. \.�' .r �\ - ' • THRU THIS BARRIER BLOWN-IN---� .4 "W' ` 1 / Y Y SEE ROOF PLAN INSULATION r'..Y . . r Y Y • 1' i . V A • . vf. v . M� w• �Cy_.y a - Y BLOWN-IN INSULATION VAPOR 1 u Y al s #k ��_'.. r'� v al • BARRIER VAPOR BARRIER 1� _ S'-0' MIN. _ (2) LAYERS 5/8' TYPE 'X' L—-- ---�----- — A-- SIM 6 OPP. SIDE 17GYP. BD. (I HOUR CEILING) GOMP051T10N DORMER SILL a ATTIC DRAFTSTOF 9 HR SEP. WALL � ROOD �',1-�fi��4�' T � 1"I�C�• WELL ROOFING OVER BUILDING PAPER OVER -4, 1 I/2' . I'-0' kcdorml _4 1 1/2' • 1'-0' kcroor5 _4 3' I'-0' wroorl _4. 1 1/2' F'L'rWCCD 5wEATWING METAL FLASHING CURB JACK FLASH AND PRIME PER 18 GA, G.I. MFRS, INSTRUCTIONS TYP. - CLEAT USE INSULATION BATT , 1/2' PLYWOOD 2'-0' _ 1'-4- OVER DOOR � INSULATION STOP Z — ALL 51DES SDE - CURB ROOF DRAIN U)/--- ALL BLOWN-IN INSULATION --_ 'L' FLASHING DECK CLAMP I `f MULTIPLE-PLY MEMBRANE \ BUILT-UP ROOFING OVER - \ — 2' 0 HOLES • 4' O.G. W/ BUILT UP ROOF SYSTEM PROTECTION BOARD j BIRD SCREEN CVFR RIGID INSULATION_ \ STRUCTURE AND• (] 5EE STRUCTURAL FOR k TU1FN UP ROOFING 4 UNDERNEA TN FLASN!NG CONNECTION DETAILS E q I - Q E 11 -- -- — --- — . \ s y r s I HR. WALL SHAFT ASSEMBLY 2x4's W/ 1 5/8'-TYPE 'X' GYPSU -- - REVIMOI!V$ - -- , ' WALLBOARD -- - -- - _ - TYPE 'X' INSUL UNDERSIDE -- - - _- -- -- --_ - - - -- - -- OF DRAIN AND GYP. BOARD I = _ - INTERNAL DRAIN \ i EA. SIDE -- \ VERIFY LEADER --- ----- // 24 x 36 FIRE SEE PLUMBING - � RATED CEILING I FOR DRAIN LINE / _— 3 MIN. - LOCATIONS ACCESS PANEL I ----— ` CLQ. I TO KIT. HOOD -- DATE 5/10/2000 i - - - - - - - - - - - - - - - - - __.___ FILE a -_ dwc� ? JOB -992250 `p Dl1JN RKT G-JK Nr✓1L r77*NFLASHING DETAIL 12 ATTIC ACCESS PANEL 13 MECHO STAG PLAT�0_ r,4 �'00� Dfi�J�41N J>�4ND O ' OUJ ATT-ACC -4, 1112' I'-0' kcroor4 _4, I I/2' I'-0' OVERFLOW A�495 935S SIN McDonald Str. SUP 2000-00206 p 25 of 73 i OF SHEETS J \CrowA1 F\992250\Dn\ zo 21 2 LEGIBILITY STRIP ) - � cm 2 3 4 5 6 7 8 9 10 1 1 12 13 14 16 17 18 19 2 23 24 25 26 27 26 29 30 EI I I OI HONI Y IOw 4 t...wi ;,�11 11,1i� ' L��I,�UI>1��tl�L�I��I�.hI�� L�IJI�l 1�Ji J J�I�I��(.>J.LI .IIIA;�a-I�J�W� 1.1�1.�l�lLl,l11�U�� ll a.ii.l_LI�h.I"�I�II�IIIIIIIiIIIILIIIIII �I�I�I�L11�.1LV.1. J. 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A�5el BUP 2000-00206 26 of 73 t OF SWEETS J \CrowALF-\99225 \UF)\ LEGIBILITY STRIP Cm IOmm.1 cm I 2 3 4 5 6 7 6 g 10 I I 2 13 14 16 17 le 19 20 21 22 23 24 25 26 27 28 29 30 25 i CDZI i 1 OI t3 b HONI ay10Z „� 0 lalll-I,111111..1.1►11.111,1111.111.11111.1.1.11.1�.11.f�11.1t.1.111at�l.�t�11IIIII�IIh1. 117,11,111,,ll,L�J11.111,1,17111.11111.1I'l.ad'dI�LiIla �1 I oz . ,.„. .,. Imp . ., ... NMNF+.MM6!'�'ppyw«�-+ �� .wee«.. rM•ne.e. A t� i �'�+` *TE* HO4 flN �I ------ ------ - Y4 1 I - - T- , — -- - --------+--------+ cn it 111 II UJ Lij G B A B C D F� w ri"N 2ND FLOOR C�'� T ROOM 232 i 2N F OOR LAUN *r A ' . ROOM 231 04 SCALE � 0' a a G O Q C LAJ •.• / 04 � U TOILET PAPER C ISPENSER O s 36' FROM BACK ALL, MAX, z s 42' GRAB L BAR I , 36' GRAS BAR I l r l l I I 1 Irr l i l rT- -. i I D ' IID UJ UJui _ - -._ " B G C ROOM 138 18' 3 15T FLOOR L AUND R1' ROOM 137,4 4 15T FLOOR SOIL-. s �O 1 � � 001" ROOMS 148, 149 6 5 �1� ROOM 128 5— SCALE �� 1 -�+' S— SCALE V . I'-0' S— SCALE 46' . I'-0' S— SCALE 1'-0' E.y Z A RECESSED A DOWNL IGNT A 5/8' TYPE 'X' O GYP. BD. ON -- -- _.--- - r-==--- 2x4 STUDS _ --_ -- _ RECESSED i MAILBOX UNIT DOUJNLIGNT (VERIFY ALL b •� • •� •G, •� •� •� SOFFIT DIMENSIONS W/ SO MANUFAGTUER) � •.J •.� • •b •b •n •o •rte eC, •o •C.+ %// o •ee ee eec� •o ea •c-r •e.� •co i[rga•, - !!! � NAME PLATESmoi W/ RADIUS � .� .� .. `—_ - EDGE __._.... -- l2I MAILBOX UNITS I I I WALL BEYOND NOTE: -MIN. 10 MAILBOXES C D � r� WOOD TRIM -VERIFY ALL DIM. D C W/ MANUFACTURER WOOD BASE WOOD BASE 7 �UT� ROOM 144 s M C. ROOM 145 e MA ( ROOM 144 S- 5C 4LE �ti' I C+• S- SCALEI'-0' rS- SCALE ELEVAIIONS INTERIOR REVISIONS DATE 5/10/2000 FILE —a51�s2dw�. JOB 992250 DUJN GLW GNK Wr"IL x X>C>C s- SCALE Y . I -©' A�5*2 9355 SW McDonald Sir. BUP 2000-00206 27 of 73 OF SWEETS \CrowALF\99??`'n\UD\ ..rv. is-e NM A•�� ..1.��:. 'dt:^dy'n: � ..,,1,.1 I , lirllll� ( Irll) I'I,�:�.�, ,�,--_ .`. �{till Illi 1'1 1 .. �. r..... � :.... ,.rYT::.... 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'Y • 1 KI I J, L I(/Iiif/yyIf/ - SEE TYPICAL BAT"ROOM ELEVATIONS FOR ADDITIONAL 4' BACKSPLASN -'-� • • BATHROOM GCCESSORIES r , POMIMD. OREGON - 4 W/ P-LAM ON ALL so 24' x 3®' SURFACE EXPOSED EDGES •.,�.-_5 3 MOUNTED ►"IIRROR 3/4' PLYWOOD BACKSPLASH 1'L, 4 MEDICINE CABINET. W/ 3/4' PLYWOOD LIP FOR — `��-� !!�'' 0�+ ll,4..P e., rR �% ; �_-- PROVIDE WOOD TRIM 3/4 PLYWOOD - 3/4' PLYWOOD REMOVABLE COUNTER SUPPORT. y • ;IDES OF CABINET. COUNTER W/ P-LAM COUNTER W/ P-LAM P-LAM OVER ALL EDGES \ 1 , ON ALL EDGES ON ALL EDGES _..._.. --- 3/4' x 4' CONT NOTE. -- l PLYWOOD -__,k BACKSPLASN AT ADA UNITS PROVIDE W/ P-LA" OVER < 40' AFF TO BOTTOM _ OF REFLECTIVE SURFACE W/41 I/2L FROONDEDO'lJE TER -� l / I v H _ 2 ---- --- - 3/4' PLYWOOD - \� U APPLY P-LAM OVER COUNTER ALL EDGES. W/ P-I.AM OVER r SUPPORT ------------- WOOD Z. FOR COUNTER U (2) LAYERS Of I COUNTER SUPPORT • WALL - 4 3/4' PLYWOOD f r ABOVE TOILET I i BEYOND. P-LAM OVER W/ P-LA" OVER EXPOSED EDGES. FRONT / BOTTOM r LAV. COUNTER SUPPORT -"/ I I EDGES (1) LAYERS 3/4' PLYWOOD I -' LJ 0 � ----_---__ ____ W/ P-LAM OVER ALL % I 1 -_�!� � j L __ - m Q EXPOSED EDGES I I TOP OF W.C. - ------ 2 W _ COORDINATE LOCATION FOR ANGLE SUPPORNWALL y 3/8' SHIM ~ / I 2 x 2 x 3/Ib' WITH 1' _ _, - I I TO STUD �" LGG BOTS � , ANGLE SUPPORT I- - J U ATTACH TO STUD 0 s z t s 3A7'H001'1 FLAN2 �3A�'HROOM ELEVAT ION 3 COUNTER DETAIL 4 SECTIO � SHELF 5 �GON INS S T I * < � S SCALE: 3/4" _ I'-0" -5. _ SCALE: 3" 1'-0" -5. SCALE: 3" - I'-0' -5. SCALE: 1 1/2 = I -©' _ - Ix TRIM CAP �— Ix TRIM CAP ---------- LEVELING SWIM ----- - LEVELING Ste'" �" - 2X FLOCKING TYP. c0 w*1 / --- --- 1/2' x 2 1/4' NET ��---- 1/2' e 2 1/4' NE' WOOD TRIM _--.-.-___..� WOOD TRIM (TYP. CASING) (TYA C49IN , BLOCKING BEYOND PROVIDE SOLID CONT BLOCKING — IX8 WOOD W/ '/i' + \ I� NANDRAL WOOD ROUNDED EDGE--FDIC. mRCv'DE GRIP LINE r _ - - �` - WAELLS, TENTO PDS / 3a'o LAG BOLT STANDARD METAL (•■�I (� • CCtitiEC'ION PLUG uOLE BRACKETS �! a 0 r ACRYLIC DIFFUSER WITH ► ►� PRISMATIC LENS --- z0 �' -- DIFFUSER ANGLE -� ry A WOOD HANDRAIL-.F01C CEILING J ' �'` _ BLOCKING r PROVIDE SOLID BLOCKING i \ .',P DOWEL SPACER A ATTACHMENT -- COORDINATE RECESSED LIGHT FIXTURE- m CCNNEC''CN W/ LENGTH OF FLOURESCENT STRIP PROVIDE 2) LAYERS 5 8TYPE x / -______--- . ----_-- GYPSUM BOARD ENCLCSURE ��.•�// re-'*N\ HANDRAIL DETAIL LIGHT 1�,41..,41�10Era`� i�CE55EI� LIGHT - - 1 - 4-��'. g RAILING G,4f' LOW WALL SCALE: 1 1/2" 1'-C" -5. SCALE: 3" - I'-C" -5. SCALE: 3" - 1'-0' -5. SCALE' 3' -C' 4' 5wELF--LOW PRESSURE F`L43TIC LAMINATE END BRACKET REQUIRED N'ER"EDIATE BRACKET 3'46i' MAx. / \N NnRIOR �t DETAILS 8' PLASTIC LAMINATE HANGER ROD OVER 3/4' PLYWOOD 'U/ 3/4' PLYWOOD FACE, REVI MIM ATTACH TO ANGLE W/ (2) WOOD SCREWS ' DRYER OR WASHER - - - L 2' x 2' x 1/8' I 11 DATE 5/10/2000 -- � a8 O.C. I b' 5 I/2' I FILE d5'%3.dw - -- -A x 1 — - - JOB 9922.50 4' LAGS — - - DWN RK' C+-IK W"L r-\\i TYR UNIT CLOSET - 12 WASHER/DRYER SHELF SCALE 3' = 1'-©" � A5.3 9755 5W McDonald Str. 13UP 2000-00208 28 of 77 OF SHEETS LEGIBILITY STRIP �m0 `m I 2 3 4 5 6 7 10 1 1 12 13 14 16 17 IIS 19 20 ?_I 22 23 24 2.5 2E 27 28 29 30 CDZ11 I I 01 b HON 1941 Ot J11 1J �111�11��.►l.l) Ilt�1�1t�11a 11�l�ll l� 1�1��.1�a �ll.l�1. I tl�W 111111�11 �.1_�1 X11�1,I I1L11�1 1J�t ' L �tJ�)1 I I i.l�l�1i11��1�-I i.l i 111 i i.i I i I ��OLP - ,�'11M••• F"R'N/G•w'1W,Ylgrw4•. 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TYPICAL HEIGHT IN UNIT BATHROOM ON THE FIRST FLOOR IS 8'-4' ABOVE FINISH FLOOR ® SURFACE MOUNTED FLOURESCENT--TYPE L PROVIDE 2'-C' WIDE SOFFIT FOR 4' DUCT EXHAUST AS SHOWN v INCANDESCENT WALL SCONC2--TYPE B - - -- -- -- SUSPENDED GYPSUM BOARD CEILING • FLUORESCENT DOWN L IGNT•-TYPE C 0.0 CHANDELIERS - -- - - ------ • GYP,SOFFIT �� FLUORESCENT STRIP ® SURFACE MOUNTED FLOURESCENT--TYPE Ir -- - ------- DRAFTSTOP ABOVE--PROVIDE OPENING AS REQUIRED D FLUORESCENT DM LIGHT--TYPE E SURFACE MOUNTED FLOURESCENT--TYPE C • INCANDESCENT DOWN LIGWT--TYPE F SURFACE MOUNTED FLOURESCENT.-TYPE. Q DATE 5/10/2000 TIG WOOD t7ECKMG FILE A6'�sl.dw �( INCANDESCENT SURFACE MOUNTED FIXTURE--TYPE G .L - e Q OUTDOOR LIGNTn�,--TYPE R JOB 992250 KALCURVZ CEILING FLOURESCENT PENDANT FIXTURE-•TYPE N - C-4K Wm- DUB! RKT C�aK HML Cm FLOURESCENT WALL SCONCE--TYPE J Q II SURFACE MOUNTED FLOURESCENT--TYPE A691 9355 SW McDonald Str. 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'.Ca ' FLASHING -- - _- , VINYL WINDOW U � e+ VINYL WINDOW E SYSTE! I --- SYSTEM CEN'ER LINE OF T5 COLUMN I- O • CENTER LINE OF T.S. COLUMN O fj - � s UNIT WINDOW BEAD 2 NOT USED 3 FIXED WINDOW HEAD 4 � � _ hIXEh WINDOW DEAD F (� SCALE: 3" I'- A�.I SCALE: 3" = 1'-0" A�.I O SCALE: 3" = I'-C"uJ B� - CENTERLINE OF T.S. COLUMN O Oi CENTERLINE OF T.S. COLUMN CENTERLINE OF STEMWALL - -- CENTERLINE OF STEMWALL VINYL WINDOW I 1 SYSTEM W1 ' SCREE'+ SCREEN - -- - SVINYL YSTEM WINDOW I �, ' VINYL WINDOW O e GYP. BOARD I %' GYP. BOARD SYSTEr � SE4LAN'r AND SEALANT AND I SEALANT AND I SEALANT AND SACKER ROD ---- BACKER ROD � w - TUBE STEEL COLUMN BACKER ROD � TUBE STEEL COLUMN r \ ' SILL EELCW SILL BELOW - I - --- - - -_—---- v WINDOW SCHEDULE � —T ---- -- n, MARIA SIZE __WINDOW _�DETAILS! NC1E3 TYPE MAT, N. I►�EAD�JAMS SILL — 1 2x4 WOOD 2xb WOOD NAILER 1 t 2xb WOOD NAILER �W-0,0'-s. - �-- --t- 2X WOOD ', A ALID VINYL 1* TIT• VDD L 04OM '- TRIM - - . j I TRIM I I 0 4'-0'xs'-0'_ P060 VINYL MP � - - - G T peu I 2x4 WOOD TRIM - - GYPgUM 'ISD VINYL I* - BCARD AI I I I - I)M - - _.-_--_-- BOARD PAPER - I I I i I D 6'-09Q'-a• PIED VINYL � 4 I \ I ' V--0'XI'-4,_ FIMD VM'PL I* ' I SEALANT AND ,; ��••J ' BACKER ROD -_ .-_ ` O 6n DIA40AM III IAD VINYL � - �/ SIMULATED tI I --� EER �E"'E�. VAPOR STONE ---------- ;I VAPOR - - w �u DIAfi1fAM±pz, - -- ` .:4 I -- - --- VINYL _- � J !R DIAtiRAMVINYL I* B"RR'ER MORTAR '� BARRIER BUILDING K !!E DIAbRAM PIkED VINYL 1p (h `� t PAPER ---_� i L AEE DIAt3RIdM fsl�p VINYL HR SETTING BED LATH OVER ! SEALANT - t I M A!!DIAbIRAM NIklD vINY 11� L N f3EE DIAbRAM FIk�D VINYL _'__- BUILDING PAPER - " '` CEMENTITIOUS t I I SIDING= I I. AM�aCTOOW MI&4 UNIT WINDOW JAI" 5 6 UNIT WINDOW JAMS FIXED WIN I OW JAl`� I � . 1� 8 8 FIXED WINDOW TS. COL.. 13 WINDOW SCHEDULE SCALE: 3' - I'-o" A�,I SCALE: 3' = I'-V ATI SCALE: 3" I'-0" A�•I SCALE: I/8" I'-C" CENTERLINE OF T•S. COLUMN I - CENTERLINE OF T.S. COLUMN I CENTERLINE OF STEM WALL VINYL WINDOW I r - w VINYL WINDOW i SYSTEM - F' SYSTEM - I 1 Ix WOOD SILL TO MATCH ' I WOOD BASE I BUILDING I ' ?�' GYP. BOARD PAPER - i %' GYP. BOARD PARTICLE BOARD W, I ; SEALANT AND i DE-AM LOW FDRE55URE PLASTIC SEALANT AND _ BACKER ROD - TUBE STEEL SUPPORT _ LAMINATE AT ALL I I 11100D BASE BEYOND ` BACKER ROD I /IS BLE SURFACES I --- - --- - ---- -- - - REVMNS - - 2xb WOOD NAILER r METAL FLAS+41NG _ OVER BED OF \A f SEALANT CONCRETE SLAB f SLOPE �� -_ I up �� I -- ----- — I I 2X WOOD TNRU TWE WALL NEAT - �� TRIM 1'1�"1P UNIT NOT bN01W '1 BUILDING ' r I CLARITY r-� , �� q I PAPER i -- ---- ------ 1 METAL I DATE 5/10/2000 SEALANT AND FLASHING BACKER ROD I I I FILE .91'rsldwg JOB 992250 - ----- - ---� -_ _- � cua4 clw cWK NAL UNIT WINDOW BEAD 1� NOT USED 11 FIXED WINDOW � CONC. ri2FIXED WINDOW � HOR. TS, �7*1 SCALE: 3' I'-�" A�•1 SCALE: 3' = 1'-0" A1.1 SCALE: 3 = I'-m 9355 SW McDonald Str SUP 2000.00206 31 of 73 OF SWEETS J \CrowALF\992250\DD\ 4 LEGIBILITY STRIP C M 0 2 3 4 5 6 7 8 9 10 I I 12 13 I4 16 17 16 19 20 21 22 23 24 25 2.6 27 2A 29 30 !Qmmsl Cm .. I,i1�.Iul► �11 1>.1.[1,j1-�il4lalt .1.II,L11111�1t 1•a.1>11L►�I.11.IJ�1.1 I.la.la.1.�l;lllt 11.1. 11111�11.1.1.1�1.1.1�11 1 b g I N�NI • toZ a �L�1��1��It�t�.>.111.�1Mala-ll..«llil�l�l�I�► 1�ltlil>.l>J.1�11�.1� altl�ltl��.�11�11oz -a�.+„r ... .. ,... _ ,rM;'4F-Mew!nr*..wM*iN ++�.+w*'ti'!+*M�^+w� - ". +kF.nw?i�wkme.: ,�.... ra"Iaite�IaFt�fa1U�:.aVwais.,r...ewrw+ie.�!sieefilk!PNw+a+a.y.yw:. _ .. '.-hvM1 »,..�.rw+.+,.+..xiw*«n:.,.,rkkuxr.:<',.�'``,'•i `" - ... .._ "!"� F, 0 ' s s ANKRO Wr CIO ftmomw rf� FANO. OREGON ov SMOOTH' FACE SIDING c, .-F4 - -- ••--- 22 GA 1112'X4' STUD --1 TUBE STEEL COLUMN TWO LAYER BUILDING `. PAPER `!!►._.. �_GF UVEB z F_ G "EAD FLA5H11JG - / _ --- 2X4 WOOD FRAME V i= GYP BD. y,) SEALANT AND BACKER ROD - V 1/2. _ Q •� c -E 4D o u • - -- W.M. FRAMEGYPSUM STOREFRONT s' W _ r c o " ::OCR �, SYSTEM - \��--- COMPENSATING HEADL - O INSUL TEMP. GLAZING V c AT SIDELIGHT r I' x 9/8' W.M. STOP (WHERE SIDELIGHT OCCURS! XT ,1"I. DOOR HEADr2"'� STOREFRONT ADr.T'� AUTO DOOR HEAD 4 TS COLUMN � L055Y SCALE: 3" - I -0" SCALE: 3° I'-� a81SCALE: 3° I'-m" COL-LOBBY F-F O'S STOREFRONT S'Y'STEM — i SEALANT AND BACKER ROD 1' TUBE STEEL COLUMN 2X4 WOOD FRAME ' � ,.. STOREFRONT SYSTEM z ° II - SIMULATED { � sG 9E,4_, NT STONE ` PSUM RD -' - HN FRAME MORTAR SETTING BED �- LATH OVER ° 1. ��.'.-�-.•� I l w ' INSUL TEMP GLAZING BUILDING PAPER - A* SIDELIGHT VAPOR [ ) I' x 5/8' W" STOP ° .i _-,` BARRIER - WuERE 3iDELIGNT OCCURS' r' J �I/4' SEALANT EXT ,4 `M- DOOR JAM5 STOREFRONT JAM5 AUTO DOOR JA IL-3 raSTOREFRONT L055Y SCALE: 3" = I'-V A8.1 _ " - SCALE: 3" - I'-Q> AB.I SCALE: 3" - I'-0" STR-LOBBY STOREFRONT SYSTEM _... _.\ AI SEALANT AND BACKER ROD SET ALUM, BASE SHOE IN CONT. SEALANT BED DETAILS DOCR FRAME z - TILE OVER BES CND 1/2' EXPANSION TWIN SET MORTAR-- MATERIAL ORTAR--MATERIAL - -\ RECESS SLAB REVIS1M i SLOPE DOOR SLEEP SEE uDwARE SCNED - - - ruRESNOLD 5ET IN MASTIC BED I _ --- ------- SEE wDWARE SCuEC 41/21 SEALANT AND - - BACKER ROD n,I�IIII� � C V DATE 5/10/2000 FILE aa'/sld wq- - �c'v� waLK JOB 992250 EXPANSIC'N MATERIAL OWN CLW GNK I-+ML TYR EX'S. P.M. DOOR SILL. 1c STOREFRONT SILL A_8*1 48.1 SCALE: .3 _ 1'-E'" 9355 SW McDonald Str. SUP 2000-00206 32 of 73 OF SWEETS J \rownl C_ LEGIBILITY STRIP 0 2 3 4 5 6 7 e 9 10 I I 12 13 14 I 116 I7 118 19 210 21 22 23 214 25 218 217 28 2 310 om�� cT Zi I I OI g NONI I too I Q b I . �.11, 1��L111111.11i1JGI►J►J��lil�l 1.�l.11.�1i111.��a,LLI�I.IJ>1iL111111►L1L�l�L�.ISI.�I�.11L�I�L�LI.III�I_I II�IIIiIIIII_►ILLII��III�I�LI��J�1.�111 a..1.11�1>III�L�IIL�1t LtJ11�1►�Jl�ill il�,ll� l�l25X � hl.W1l J'J11 1111ul. 0 Lp 0*10 '2RMn+anMr�w-�SMI"kFrMMMM�.MAE!•'?M�Mwa'.'I.IIW DeM!^^'N- /.'/'Md -!oWMr. - i .. ._� .. v« •x.+wM'nlrr,r Mh W,r N n mr vK+.-.wa.., MNh !dhMfM�.9r!M•MrNM�YM h: "�.. ^n��M-wt. t� .. ,. +�r�-. ... 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HEAD 3 H � V a _ �4D 1='OC�GT 4 �p CLOSET r13%*`I\ H.M. DOOR HEAD o SCALE: 3" = I'-©" A8.2 SCALE: 3" = 1'-©" s A8.2 SCALE: 3" 1'_0° A9.3V*) R SCALE: 3' z- 1'-�' �C WOOD CASING - Ix TRIM - 5/8' GYP BD LEADING EDGE OF DOOR EA SIDE AT FULL OPEN POSITION - SOUNG' BATT INSUL. , SEE WALL TYPES ` -- FOR DOOR t-IARDWARE / SEE SCHED'S t SPEC'S F`L'�WOOD AS REGI rn �' ' B� S'RUGT DWGS '1 Ix TRIM I; FACE OF STUD "'X-4 +DEADER WHERE WALL OCCURS / WOOD CASING AT CORNER FLUSH GYP, BD. JAMB 1 � " WOOD CASING �* --- ----__.i.. ----i WOOD CASING - DOORS --- RUBBER STOP HMKD FRAME _ SHIMS Zx BLOCKING AT TOP AND ` STOP WALL BASE `-� I/2 x I-1/2 STOP BOTTOM FOR DOOR STOP AT JAMB OPENING ' SOLID CORE - -- - , --,OCR OCR I DOOR GUIDE at - DOORCENTER OVERLAP � 1uuLwuL1 8 L>< u:� � V TYR DOOR J�4M5 UNIT INT. J,�M5 tra--� J�4M5 6 POCKET g S I L L � C M � LOSET o, SCALE: 3 = I'-�" A8.2 SCALE: 3" = 1'-p" A8.2 SCALE: 3" = 1'-0" PROVIDE ADEQUATE BLOCKING - AUT RTIC FLUSH BOLTS FOR ALL HARDWARE AT D OR EDGE T. MAG ETIC HOLD O N - - 9i8' TYPE 'x' GYP 5D I1 7- DOO It IfJIT�4 LATCNS T - AND PANIC BAR - WO FRAME CASING --- - *J A.•� I I I ti METAL STOPS Ii LINE OF GYPSUM - _ I ,, DEIAj],S CEILING ABOVF 1 SC��C GCRE - DOCF —_" --- __-. _ FLUSH WALLS WITH I g' p AF�3101V3 FACE OF DOORS I 0 TYPICAL- BOTH SIDES. Q CARPET t VERIFY ALL DATA I I 0 — / ---- WITH MFR' REDUCING STRIP AT I r-LCOR MATERIAL - - ,j 7 ' --- CNAvGES WIRE GLASS — 2_, DOO JAMB HEAD R LINE „ 1#. 3' .,w.,, - MET. KD FRAME --- TYP. -- \- DOUBLE STUDS - -- - -- - WD FRAME CASING DATE 5/10/2000_ ---- 5/8' TYPE 'X' G"00 BD - _ --- FILE a8'%2dw� - - R SILL JOB 992250 RREL ITS 13 TOTAL DOORr,7� FI W ----- - fi��DOOfi DWN CLW CNK NML A8.2 I I/2' I'-0' TOTDOORI A8.2 SCALE: I" tam • 9355 SW McDonald Str. BUP 2000-00206 33 of 73 OF SWEETS \CrnwAI F\o922`.t)\D[)\ LEGIBILITY STRIP111+1�1lulin1�1111111i1�1iI11(IUIiiiIlln1i1111l111i� - cm0= 2 3 4 5 6 7 8 9 10 1 I 12 13 14 16 17 18 19 20 21 22 23 24 25 26 27 2'8 29 30 ZI I 1 014 HONI a- -�1 �a.l�L>111.1J.11111LILI�IILfIIILI�IIIIIIILIIIIIIILIII�IIILIIIII�IIIIIILII�IIIIIIIIII�LII�IIIIILIIIIIII�LIIIII.LII�bIIIIIII!11111!111111'1.1.1.111-f� �(I I I1 I ' �07 .... - .. , .. ��I�...- - _ �H.e»Yi.!Aiffew«.yryA.��Fw+:. _ .�¢*NR!M^�,�"Tn.aro»..,.......,,.-- ,...'oi?ri,,. ... GbMMM...n.eee.,=...�.v„.......�......,,...•...............�,... •....... ,..,........ „. ';�_" 14 I Nay 11, c✓Nu,v - .-.�� "o'1) STEWART H. ANKROM --85" 1737 �� L F>E)RTIJwD. 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MIIlwOq, OLA _ �emer Ont/0t OT f IaIIPMI41 ,OR CON4100ft 10 I" c40RCTION SKRY 3 � OY[T19O15 SHORN ARE FROM tAa O wW OR ROOK TO r' G CINRRLN[ OF ROUGH ill Aryl aNi[Rl I)1-M TO MARLINE Or ON ALL (7 PRESSURE WS SYSTEMS PLUMBER SHALL FUWM91 AND INSTALL A N � 5 4 ! T sporpfk�rghe� �General Contractor ROUGH-IN,UNLIS!,L,THERMSE SPECIFIED AT DIMENSION MAXIMO PIRIS9URE REGULATOR 125.3 IN GAS SUPPLY UNE MMM 3'nIRTF, p pate Number------ __ - - 1 6 -_- --- all e _ - - - -- _ = r[tt O THE 10VIPMENT LINT.IN ADLN'1O4 to THE NORMAL GAS RIOUIk1oI f _- d U on ! - - 4�� hermpst011coll "�antratied riddle SUPPUFO or" rut UNIT 1-' C= - --Duc—t-- MECHANICAL NOTES PLUMING CONTRACTOR SHALL WAIT ALL ROUGH INS AND FINAL COWCR[MS fi HOOd it CCh - _ " � lot Duct work -- Kolberer Metal Shop ---- - _ - -- --�— I 9 fi Ion ---______ _ - _ M C.PRPMUNa MM Lau cans.AND uP I LTNIS BEACH IN vIDuA, � � I 1(1 InsuTgTtd Hlati ds Kolberer eta hobo ax MEN PERMANENT NAM[ ZAGS ID[Nnr11NG SUPPLY UNFS to tAol MdNpUA a j PIM OF[OUIPIF[NT INCLUDE TRAPS, IAII PIraS AND IMF SI41NFRS 1 f - - --� ----- FANS MUST BE LOCATED IV-O'MINIMUM FROM AO,ACrNT Bl1Ai11NCS AND 4 1111 PROPERTY LINES AS REQUIRED 11 L0fi tire_ u resion .`jj nsnsul _ OM PLUMBING CONTRACTOR SHALL rV"194 AND 111 ALL SINK III IINtS fM A _ � AAE INTAKE FROM MAKE-UP AIR UNIT AID MVAC SYSTEM SHALL '1�LOCATED 13 fi- YUICI Coun�ll B" ener0l Contractor Or _ - -- 10-0'MINIMUM FROM EXHAUST TAN OUTIPS PIUMBRNC CONTRACTOR SNALI FVRM94 AND INSIALL INDIRECT GRAINS FIRM ) y A f E ,1 1 i�crowave Ven mono LW Owner) _ lu - _ 1IIt r 7t - 7s- 7c Nema J-1 I�_ Verif l� lgUir�m.nls w;th wner AT FOUPMEN1 o1NFR THAN SINKS AS PER LOCAL COOTS AJ (I"SINKS 14 , llppel lab�net �yenerOf Sar, rOctOr ,------�---- -- — RANGE ouARo FIRE C 94 IRF WITH A (([� OITRIJL(FNO KAURBAL D sYSTEY 111 PER SLI IP All P'IPPEG 3/1 d1AR OR AS 5N40XN INSTALLATION YANUAI 1 :,pore NUM el --- _ 2459 EXACT ONS O NOBLES AND DERCTOK AS PER SAIPPUED �� d< b -- --�___ rap in tYrcp din..----- 4 vonce o co - - - 1-112- -- ----- _ arwEN KIiCRIlN EI]URP1[Nt CONTRACTOR SHALL Fi1N4194 fAUals At( T PLUIiR11NC,CONTRACTOR SHAT!INSTALL rAUQfS AS P[OUIRFD PLUMBING CONTRACTOR 9411 INSULAR DRAM 111 5 FROM is 4145 Td A t. i �_ucrti1 ---_---- TQC; lass �iTfT - ----- _ - _ -- --- - �° ELECTRICAL NOTES MAI K IN Iq[l1[RS AS IKOUIRID ^� :er N11Rif17e PLUMBING CONTRACTOR SHALL FURM94 AND INSTALL STAINLESS SIM OR a t t� - fi ,nie' o e - _ lu T Uppe1 �`abine Metol antro or 3 _ IN CONFORMANCE CONTRACTOR MALL YAKS ALL ROUGH-MS AND FINAL C011NECTKNS CHROME ESCUTCHEON PLATES FOR All WATER LEVIES PENETRATING ECAINRR a I Ice �ublr��n — 5_colsrnon - � OX - TOPS ANDBA(H SPIT ASKS T� -� .. _ IN CCN/pLMANa MEN UL IOCAI CODES � n S- �1u?Ibe1_ ELECrAItu COI1RAcipl SHALL A1PRr ALL D15C'PIN[CIS�MiFRLR71S, AMl PLUMBER TO INSTALL AN ACCESSIBLE SHUT-Ort VALVE IN FUEL SUPRY PIPING ore Umber _-�._ _ - -- .- _.-.--.�_ _ .�. _ - -� CONTACTORS ONTRACTREQUIREON All f UPPLY A AS PFONNECXJIKO BY LOCH CODES, ADR OUIVOE O tACN APPIIANCE M ACCORDANCE WITH TO 'UNIFORM MrCHANIC14 •� a _ AS SPECKED CQX'APP[NBYX B.CHAPRR 27 Sort Fumbl► --- -- - Im - t � ELECTRICAL CONTRACTOR 9+u1 RRPLY KIIINEN EOUFPYENT CONTRACTOR WITH IN a+txR TO YINM2[ INTERFERENCE MTO USABLE SPACE.RIIYIEER SMALL N,I.RGI, DRAWINGS ��77----��i{ �iXIF` i�-erkel --�X-'� u ure I Plug Allach lu to Undershel MathN vETancAnoN FtroM PorER A1PPtY COMPANY or vDLua ATrtI PHASE KmF.ROUTING a 1INrs THRouEAN nATua[s MrN KITCHEN ECURwrNT *. M1xel lOnd - _ Advance obco - MT-SS-302 (Future) n as--le - I PovIER VERIFICATION To TNI. EVER Sc VERIFY ROUT T -- PLUMBING CONTRACTOR SHALL VERIFY MM OMER,RrOUMrMF41S O ALL A holo►--Topsj r avor - RT--2V2" wner Plug Nemo 6 1u - Verify Requirements with Owner Tod„_.Ide w r roc e s Kolberer etol h -- RpE�VIU Y� SPECIFICATIONS ELECTRICIAN SHALL VERIFY WITH OWN ALL VOLTAGES, AMP LOADS, 4�0 ED [XIS TING/OWNER SUPPUED EGUpMIENI to iN �15ED � � �'•�,J i - �.- ---. -- - -- n R ON AEXISTINGrM R N Il -.�._.. _ Dr,�p In -- -- eI field - - --- - T- Jbox Drain to of ink a oNs u /D E n,PPLID EQUIPMENT ro B► rto r _ .___-- t __.-. ____--- - -_.� � .- _- PL UIIBING CONTRACTOR SHAD SUPPLY SEPAPAR DRAM TOR MAKE�lA AIR L R 0 fi Double Qvergiip1l - Kalperer Iiceprtoi_ho __ - F T .-. 1 Heat Lam -_--- Hatca - URAH-60 max ELECTRICAL .C9 RE TOS FOR FLIM94 AND INSTALL tGUI IRP BREAKERS. WATER SIpPLY L1NF MARK PAN 94AM SNAIL RL PF MC'r la LFXAIaI __ _-- -- .� VERIFIED OMIFR A (+R RELAYS FOR ALL ELECTRICAL COOKING EWPYENi PROTECTEDT pN tush pp Counter Kolbe -et_01 -_ LOCAL CODE iR(x SYSTEM AND MAI([ FINAL CONNECTIONS AS REOUNFD BY PLUMBER SMALL n1Nr1191 AND MSIAII PRES9IRE RFDUONG IALSR AT p .11 n `� W' T' Heated Pule -Mser !II-CLIC _ u�� -- ELECTRICAL 00NTRACIOR 94ALI SUPPLY STARTER AND INTERCCMN[CT EXHAUST TAN DISHWASHER,QASS RA94FR SRAYFPS AND TURP EOIIiPWNI AS RrOUIRFD L -- _... .. _._. - _--_S�_ ,__ ___1erL - _C��2-1�i T- uture - -_ _ lu Nema -1 luq - Attach luq to Undershelf _- S MEN M - AIR UNIT.AS a[ RED BY LOCAL CODE 34 - _ Spare Numbed _ -- - - caLFrnpL WWI-LIP ou PLUMBER 10 9,IPRr A INSTALL All C'MERN,AR DRAIN LINTS NPFIM O 35 Ore NUmblr— -- — — - — — — pEFr7 aRAr 411 UNITS AS R(71iRFD _- _ El[CrRLf11L Ct/1RrACtpt SHALL 91PPtr AND INSTALL HEAL CAPE rH FAECIER a • a E DRAM LINES AS REQURFD. VERIFY LENGTH W/REFIGERATION CONTRACTOR °i A General Contractor - - M _ -� 0rw �ountlr -' _ AREA naM DRAMs ra t>t 9xnrlD AND LEICARD a OTHERS _ _ + °o8 3 T Uppl1_ a FIT ____ �bMerol pnt►oc or _ ___ --�-_ _ _ - 38 _ 1 Mobile is �O[k- Metre —� Un Locking asters � _ NO— TES� afield Ish o le wink _ Kolberer Metal o� _ -- --- 37 R E F R I �E R A T I O N f J O T E , — 40 1 e ack self` T8�x7�` Kol_lbeeter etal5h — f l 1T in e- roucT� _ -� - __ -{. f� 1 T th Wall racket - Add Onset oseY 1n- Ink-[FO)Qr - J- --------T- ( TOIL - -'�Y '_- REFAIaRARON CONTRACTOR SHALL SUPPLY ANO INSTALL THE FOLLOMf1G M ALI REnIaRATION CONTRACTOR SHALL WANE ALL ROUGH IN,AND FINAI •�- -- .. WAUL-M REFRIGERATION -rSRMS. DIM” TRAINER EIWIANSIOR VALVE,LIQUID LIK CONNFCRONS IN CONFORMANCE MM AIL LOULL CODES 1_ " Lo - ►�ia11 Board 0.�__r9ral Contractor - STRAINER,ROOM THERMOMETER, AND CRArIN CASE HEATER IN ADDITION EACH SYSTEM OU ALSO.LAE BIT THERMOSTAT to CUT-1111 AT ,!B"T AND CI1T-OUT At ,3A"T FOP N - Ore Number --- - � _-_�� __. --71D=-, - I > IIBI.[WOtILIIOI CUMNATOR M SLICTI01 111E REFRIGERATOR 11REIrR SHALL CUT-1N AT -3"7 AND CUT OUT At -S" 4 - T-" U_!ShwOSher �encan YsVl ervicee,- 1 -, --6 -- lu 1 - rain to oar Ink. TioT-Wc-i er 1rTef�- 2">Ml CHARGE O REnaRANT AND OL Vo ar No�— _ Kolberer I 0I___— _ - - - >HAM COPPER rY PLA*REFRIGE:'ANT LINES W/•SENO$'EMA2FO JOINTS p�NREFRIGERANT SUC�RTION 11 M(ARE rRAPP THAN O USELNE T SMALLER R SI?1D DATE 5/10/2000 .- -• -^-_- - - _- _ 6'>SINGLE �T CONNECTION O MOU111 WEMNQR, AUTOMATIC SIARTING SMTCI, ACQIILE 9IFKLNL GAS KI(YIn FOL FNpP(R OIL RF Litt hark _ KX4slDere—r'ket7al;[��h _ "'a" "k °on FIDE kl.dlu9 On LOOk - ILNVI2B , 1 �Ox MOTOR PROTECTORS,AND PRESSURE LIMIT SMTC14 PPO AND-S*Ar PIPE(p v[PMGa l�1 rX,OR FONYALFNT TOP DTI.,",P, - 7y SOLENOID VALVE q[r, RANI tIErot [I rVAFNyRA CR AND CONDIN9N, MET JOB SS2250 BT�>sUCTI13N UNE nLTER OF SuFMNT VoLUW TRAP DRAIN LINE AT BOOL sMK/DIAIN PER Catx r,, 0,1/14/00 _ _ r>SUCTION PREZM REGULATOR onsiMb DII�J -— CNK 50 1 ItOn fish able N mks Kolberer Metal PLO _ ___-_— -- ,-, 10'>THERMAL EVAN90N VALVE FOR EVAPORATOR UFS MSTALLg AT 11W O ROUGH-110 HkL M PRTIPFRIY SEALED SO Kolbe/ef�etal�ILaP _`- - -_ 50 AS TO A✓✓JJOO CONIAYMA n(M 9 .. 3� Walk-in- oder' reeze► KdGok - Custom - - - 37 T _mer onrlec t ion ---- 01 , t box - -- --- -- -- �- - -- - A - - --- teeter onnK Ion - _1 1 1 ,box �-- or 1 Watt Li ht or 1 1 Watt Llght-�r Heater rain Line heater , _ oder aLl R K _ _ 1 1 Jbox - - - _ ELECTRICIAN 94AU VERIFY REQUIREMENTS Or CA94 REGISTERS, sHEFT NCNAFNIEA - ------ PRINTERS AND WGEo LILTS OULOK COROAT RUNS,GEDICA" T Remote' N Orth/�ar Ok — �. ,box _ I r _�. ---- AND ISQAf[D OUTLET REQUIREMENTS(A5 APntICA9[ PER PPO�ACr) retiK of Kol Ok'- - -- - - --Y ---- _ OX _ _ - _ 9` 1 el�mote ree��preSOr Kolpok _. 1 - / boX _Lot ShelvTnq T__.__-��__�. _ Metro - �u KrecEo __ - - _._ '.-.-_ REaLrAREMENiS INCILrOMIG OnT .MENU BOARD.IJaTING. TELEPHOE. fie',-- C; -- - - ---- - -.. -------- - - - ---- Of L t JF eIVIn MCLrp - 1tr05l01 11 _ - - -- AND MENTSCONVEMMU O G OrFSEE AKHTECHAUR4 A EMIL(ASIA D.UG LPER ELECTRICAL 9355 SW McDonald Sir SUP 2000.00206 ,", ,IKaM,,b. 34 of 73 0-20:0:j -ioo OF SHEETS -L', i LEGIBILITY STRiP CRl IOmmO.I Cm I 2 n `-� 6 7 8 9 10 12 13 14 16 17 IB 19 20 2.1 22 23 24 25 26 27 26 29 30 HONI . 20Z ZI 11 OI b _I.►J 1111►1��LJ.�I�l►1�.J:11 t1� 11� �a 1�1 t LI JCI 111 �.111111�1Ja 11_i�1 .ISI I t.l1UlL.11.l11� 1_I I. t I I I I I1.Il I!HT1 I 1 I I i i 1 I J.I I 1 1111 IT,I i I 1 I i I Ll.LL1.1101�_t1.t11 I�I.I�,I�L1.1111t1�.W.1111.I� I.I.1tL1 1.la.til{1.�1�1{�►.1 l It i T1>J>�IIL1T�Oz 11+A"111rrMVW.«n+»"an .,..�.arx,.wx,r".�Wq.r.�flhY!1►+FRFI+IL+�^ q�'M.^eKra+Rlr+ .._...... -. MFf'.'�EAIM•fiYRrJ4n1RIK7tKei, _. ... - .. .. _. ._. ._.. ....... .. ... ...._ ...,... : _,_,a...ou.«:. _:.�...w.._. :-r:.:......,.aw:a:., ,......::.:..m... ,. .a+;..,.... .,_,x. ..idW. L.a,..i. xrl... •ww. w..wil.Wn"rwr . :- , .., ,.. '�`*-Ywt*In+ML.rawT!FiM �+'.,.. ,. .......n !YM'I^•!!!*,tilu .. „ iTr'C!:'".larnw.r�,�Kwl.,.:*wrtgxen,.RfY!':19E!th„. M .1 si }r 4" CONCRETE SLAB W1TH #4 AT t 48" O.C. EACH WAY OVER b" COMPACTED CP,USHED ROCK -SEE ARCH. DWGS. FOR SIZE. JOINT LAYOUT, ETC.—_, -- - - - - --- - --- - - - - - - - - - - A 51jJ r - -'- - - - - -- - - -- - - - - - - - - - - - - -- EXPIRES 6-30-00 ' D Sl .Z Vj Y/ P A I / 3� \y n ; C 3 T_ �C . Q1 �r 2 y4 P G ! 51.2 /_ _C i 7/-T ------------------ - - - - - - - - - - --- - - - - ------ - - s1.2 ,� rq e q I 1 I ; - r - - - -- -- - -- - - ----p- - - ------1 r - -- - - - --- ----1 r I 1 1 1 I l/ 0 , 1 J. J G.J. L-- ----- - -- ' -- - -- - - ---- L - - - ---- (f') . , I , I I11 I 1 1 -- - - � - - • I I I , , 1 ' 1 I I I 1 1 1 ' I �- r- - - - - -- - --- ... f• J .. i , I ! I I I 11 C J. I 1 1 1 1 4\ 51.2 t Q� I. 6012 V if G.J. ' 4" CONCRETE LAB WITH „ 1 11 494 AT 48 O.C. EACH WAY ' p OVER 6" MIN. COMPACTED 1 I I I - 5> CRUSHED ROC r ae.1Kt ' ' Y.a.---- - ... G.. -- -- - -- J - - - - _�_.. _ 1 1 � ' J. I _ "- -- - - - ---- - ----------------- - --' - - -- - - -- - cJ Lj I 1 1 I 1 1 , 1 , I I J__ _ _____ _ _ _ _ _ _ _ _ _ _ CJ_ _- _ _I will_-_-� \-_ __ _i^ _ _ _ ._ \A . —� 1 _ G J - a �� \552 \ c9 ., C 9 9 G�� \0 -I J. \ C 5 y G, \O� 4 `-� 51.2 51.2 I » . - _ _ --- - - - -- - r _ _ __ _ _ _ r _-. __ 1 11 71.2 y y1'=011 i r ' i �-• - - :+ -------- - - -- - - - - REGE55 -+v 1-�-' I - ----- - - ----- ------- - - SLAB AS RE IRED ------- - - --- - - -- -- - - - - Q • � SEE I - - � 1 I ' ' " T � 15 , -- - - - - -- L- - - -- - -- ---- - - - - - - - - -- - - (Tl .51.2 I • I I I 4 GNC,-RI:.TE SAB WITH I I 1 SUMP PIT >aa AT aEi° O.G. EACH WaI ' ; C'J• ' �' -SE 12 4" CONCRETE SLAB WITH 1 O✓ER 6' MIN. COMPACTED 1 ' ' ' ' L _ - -- �-__ - - - - 51.2 OVER 6" MIN. COMPACTED - CR�sHED ROC r ' -� CRUSHEDROC _ _ _1 _ -- - - -- - - --- � � Kms- _ - - ....-..- - -- - -- - - - - - - - - - - - r- - - - - - - - - - - - - - - - - - - - - - - - - - - - -.. - .- - - - -- - - - -- - - - -._L. - - -- -- - -- - -- - - - J __ - 1!-- --- - - -- - -- - - - - - - i — - - L - - ` � ` -- - -- - - - - - - - - - - - - - - - - - -,D2� L - - - I 34.2 __ -. i 1 C J. _I J. - ' C7 -_ - -- _ - - _- _ _ - - -- - - -- - - - - - -- -- -------- G.J. - --- --- -- --- ---- -- J. GJ. - - - __ ---- -- -- -- ---- - -- - ------------- - -- - - - - - - - -- - --------- - - - --- - - --- ------- ---- -- --- - - -- ---- ' ---- '-- - - - - --- ---- _ - -- -_ --- - -- - - - --- ---- - - -- - - %\ ��i r;J. Y1C. �- - - � 5 CJ. ,S - - i 1 - CJ. 1 ` I- 11 _ �' %� 40vT I I ( 1 I 11 .a. I I C 1 1 I 1:� CJ. y , i O CJ. 1 1 I Q a` 1 ;1� I ; �4 14 I 1 , A ' I 1 1 ✓ 1 1 I 1 1 1 YL... 4 I I I I I I .• J. -, I I I I I I I I I I 1 4 51.2 1 1 I I 1 1 I I 1 I C• 1 I Q I 1 1 1 1 I I mo- 1 3 r �Q I I ' ' � 1 I I I ' ■ -tJ L O J ' U I I I 1 I I 1 1 I I I I I I 11 1 1 I I I I I I I 1 1 I I 11 P I I I 1 1 I 1 I I I 1 Lel '7 ; --- --------- --- -- ----- ---- ----- --------- I I 1 '--- - - - ----- r -,-- -- - - -- - - - --" - - - ! O _ _ _ _ _ ,�`.� - -- - - - - - - - - - - --- ---- r - - - - - - - - - « _ - - - -- - - - - - - - --- -- - - - -- I_.J - ---- - - --- - -- - --- - - - - - - - --- --- ------ .� - - --- ------ -- --- -- -- - -- - -------� I ------- ----- --- - —J r-- -- -- --- --- - - - - - - - - - - - - - 15 - - - - - - - - - - \\ , I I \� \f1• - - - - - - - - - - r 1 - - - - - -- - - - - _- -----, r-- 15 i--L - f _ r e - -i-O O I B 2A 51.2 +Q� 4" CONCRETI�SLAB WITH 51.2 #4 AT 48" O.P. EACH WAY a OVER 6" CO PACTED CRUSHED RO K. -SEE - ARCH" DWGS. FOR SIZE, _ JOINT, LAYI�JT, SLOPE, ETC. I I I I EDGE Or 11 H �DGF OF SLAB F 3-5' 9'-© 8- _ 8'-5 * 9_0 — 3-5 B I I I I I ` ---JO OL- - J 14'-4 14" ^I 14'-®" I 15_811 I'I' 5" I'I'-5" 15'-8" 14'-la" 14'-0" 141-0j1 14'-01 1 14'-0" 14'-4 I.'4" — - -- - --- --- ---- -._ 234'-I�'d I/2" I u'c�ND -INDICATES 2 X 6 AT 16" O.C. STUD BEARING,'SHEAR wGL, -77T,= -INDICATES 8" CMU -REINFORCE PER STRUCTURAL NCTES - - SHEAR WALL NOTES: SHEAR WALL SCHEDULE FOUNDATION PLAN REVISIONS . - F x'ER:CR •�•IOOD FRAME WAL,_5 TO MF T1$'E A' MK SHEATHING AND NAILING BASE CONNECTION NOTES S I,� NOTFS: 1;g' = 1'_©' -INDICATES 2 X 4 At 16" O.G. STUD BE✓•RING;SHEAR W.:L� r••E"R .,..:,_-S JNLESS OTHERWISE NOTED ANCHOR BOLTS NAILS -INDICATES THICKENED SLAB FOOTING PER 4 'N'rEQ_OR BEARING WALLS TO BE Ti PE E'\ ___�_ _ 1.) VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS AND IN � wA_LS UNLESS CT"ERWISE NOTED -' , 2" GDX PLYWOOD, ONE SIDE ALL FIELD. NOTIFY ENGINEER OF ANY DISCREPANCIES. EDGES BLOCKED, WITH 10d NAILS -INDICATES FOOTING AND STEM "ALL PER 552 OR S22 J -ate! AT 6" C.0 ALL PANEL EDGES AND 3 4" DIA. (2) 12d 2.) VERIFY ALL SLAB SLOPES, RECESSES, BLOCKOUTS, ETC. NOTED ARE COMMON OR :s"L✓ANI:EC BOX. AT 413" O.C. AT 8' O.G. 1 10d NAILS AT 12" O.C. FIELD. WITH ARCHITECTURAL DRAWINGS. ' `_"",ES ARE N�! AN ACC-EPTAB-E SUBSTITuTION. --- 14 -INDICATES SHEAR WALL TYPE. SEE SCHEDULE THIS SHEET. `"E4T-a3 T` OCCUR ON 5*1 VWL SIDE �+F wALL. \ 2" GDX PLI WOOD ONE SIDE, 51 2 SHEAR WALLS INDICATED ON THIS PLAN OCCUR FROV 'BC'- ':�ES A' SHEAR "AL-L D ; ®\ ALL EDGES BLOCKED, WITH IOd 3 4" DIA. (2) 12d 3.) SEE� FOR FOOTING STEP rETAIL. CONTRACTOR TO FOUNDATION TO FLOOR OF ROOF FRAMING ABC✓E AT 32" O.C. DETERMINE FOOTING STEP HEIGHTS AND LOCATIONS TO NAILS AT 4" G.C. ALL PANEL AT 6 O.C. MAINTAIN BOTTOM OF FOOTING 18" MIN. BELOW FINISH O -INDICATES COLUMN $ FOOTING TYPE -SEE SCHEDULE TW:S SHEET i 4 Yv►+E'� „r "R.:.MZNG IS REQUIRED, PROVIDE 3 x 4 OR 3 X 6 MI\ZMUM STUDS ED aE5 AND 10d AT 12" O.C. FEILD. EXTERIOR GRADE AND 'CQ�' OF FOOTING 6" MIN. BELOW I :.ND B�CC'cZNG. CONTR"CTCR MAI PRCNIDE 4 x 4 AND 4 x 6 AT THEIR --- -- - FINISH EXTERIOR GRADE. ■ -INDICATES COLUMN :?OUBLE 2X MATERI• i. 15 NOT AN ACGEF'TABI_E "i_"ERNATIVE. 1 j ' 2" C(`X PLYWOOD ONE SIDE, 3,4" DIA. (2) 12d PROVIDE 3X MINIMUM FRAMING AT C.-7. -INDICATES CONTROL. JOINT -SEE «. v s SEE , s,� C1 T.PICAL S►JEAR waLL ELErarICN V ' NAILS A3"ALL ELGES OLOCGAEL PANELD, WITH ©d AT 24" O.C. AT 4" O.G. STAGGER ADJOINING NAILS PANEL_ EDGES AND COLUMN AND FOOTING SCHEDULE s1.2 r_-E EDGES AND lad AT 12" O.C. FEILD. _ _ COLUMN FOOTING REINFORCING NOTES Q jO/ -INDICATES HOLDOWN SIZE AND LOCATION -SEE 582` y E r+� • _�s 5 8" MIN. GI P. BOARD, EACH � — OI T.S. 5 X 5 X 3/1ro" W-01 X W-0" X 18" (5) #4 EACH WAY SIDE, UNBLOCKED, WITH bd 3 4" DIA. (2) 12d -- — — -_.--_ COOLER NAILS AT 4" D.C. ALL AT 48" O.G. AT 12" O.C. O2 T.S. 5 X 5 X 3/16" SEE PLAN I SUPPORTS O3 T.S. 4 X 4 X 3/16" Y-011 X 3'-0" X 12" (3) #4 EACH WAY 5 8" MIN. Gi F'. BOARD, EACH O STUD WALL 3'-0" X 3'-®" X 12" (3) #4 EACH WAY 3,4" DIA. (2) 12d E\ SIDE. UNBLOCKED, WITH 6d LEWIS & VAN V L E E T INC. COOLER NAILS AT 1" O.C. ALL AT 48" O.C. AT 12" O.G. O5 STUD WALL 4'-0" X W-011 X 16" (4) #4 EACH WAY" CONSULTING ENGINEERS 0 SUPPORTS 18860 ew boonee ferry road DESIGN SOIL PRESSURE: 2500 PSF tualatln, oregon 97062 9355 SW McDonald Str. SEE SOILS INVESTIGATION BY: CARLSON GEOTECHNICAL INC., DATED APRIL_ 10, 2000 (REPORT #G0001525) 503 885.8605 phone BUP 2000-00206 503; 885.1206 fox 35 of 73 Com, 2 13 14 VIII I'�Il�lil' Illlllll6 : 19 a20. . .2.I.. 22 23 .2 I IIIIII LEGIBILITY STRIP lomm.1 Cm I 2 3 4 5 8 7 8 9 10 I I I 4 25 26 27 26 29 3U Z I I I OI b NONI ig 1 OZ �1.I.i1�.1L1�1.1.>.�.U,1.►.�.L11.�1�.Ll.t.�.1,111.1.L1��1lila,.UJ.�1.�11.��11�J.1.11�.1!!I.a�.ll�l-1.1.�1.I.�.�.�.1.�J.��t,lI,�1111.1.�11LI.I+I�.�l�ll�J.i..l.�►��.I�111 I I�I�l�.►�I.�I�I�I�I�I.I,L�.�.►11 J..1 I_I I�I!I�l i I�I��1 I.I.I�I�I�I�1�I.�1.�.1.��I�.I 11�l�)I J 11�I�l��.aJaJ.�..�J1�.1�J�1�T oa - �. y i Y V STCF REINFORCING 0-3 g t _.:STIG STR:P SET ---- — ---- --- - ---- _.- y (r=_EAR OF JOINTr �.::E ''R 5:... ,T /WITH 3'4' DIA. A.B. i 2X P,T, P_1 /.TEWITH 3 4' DIA. FURRING WALL - GAS7 ANCHOR BCLt5 AT 48" G.C. / AT 48" O.G. IN S HEDULE SHEARkA" 9�MIh. THICKEN STEM 1 ' % CONCRETE SLAB ' WALL FOR � PER PLAN � G ADDITIONAL • I S..:E...--K ✓,G 1R5 SOME FURRING CONCRETE SLAB , 3 4' DIA. G..ST .. Oma; ONGRETE SLAB 2x FI.T. PL4TE "IT" PER PLAN a PER PLAN I AT 48" O.C. J.O.N. Ih _ E .R TlOhA� .At� a�r'hL� ��ihCITIONS -SEE ARCH. i, I • e wA L SGHECJ•E -EMFE_: 9'' MIN. 2X F.T. PLATE WITH 3.4" DIA. IY♦t DEFT.+ At 5 OF S._AB 'DEFT-. SL•.••IhG � I, � I •� - ,� DRILLED ANCHOR BOLTS TO OCGJR AJ SOON AS .O►..RETE CAN SE EXPIRES 6-30-00 a AT 48" O.G. UNLESS OTHERWISE 1 r ..h ._Tr+!�J� SF A. a-Zh�] • e a( L �J a • P a I° e NOTED IN SHEAR WALL WET CONTROL JOINT CC.J.) � — -- —=i , _ � • SCHEDULE ' _ 6 0 MA-40' S_OF"E TOV AN;, BOTTOM . 12" c o` o • _ _ i_ 4„ b - >z4 AT 48" O.C. ✓ERTTGAL _ I ! r NOTE' :F ..00D FORM TS ;SEI-, FOR 1 SEE 51.2, FOR I 'BEEF WOOD 4E' BEFORE �I b" !2) 44 CONT. LINE OF TYPICAL/ I 6" / J RADIUS �_k i n r = ADDS ONAL OC ? y ? c ` (2 �4 CONT s SSNGF F`E FOJR `� F'RE/ENT I FON. W<+LL BEYOND ' INFORMATION (2) •4 / EXTEND VERTICAL U r=- - #4 AT 48- REINF. 8' a.0 INTO SLAB NU BEND �j ✓ERTTGAL s • • c 1 a S rKACTJS TOO-E. EC'sE - I ' at V) Ir KE T /r e �� GINFO. -—(2) •4 CONTINUOUS © u ! (2) A4 CONT. F., o SEEFOR ADD'L. 1 e GO.. KEti Ar MIC) • -- Rpt J S,_Le DEPTH • _- } uJ ?� FRAMING DETAIL- 512-2A I" c I'-0' HO.c kEINFCRGING FRAMING DETAIL 4 FOOTING DETAIL FRAMING DETAIL ;�F OF ,C,NT 3 FRAMING DETAIL �! STUDFDN-I 1" : 1'-0" �_2 S U F - I' = 1'-0" THICKSLAB 1" - I'-0" 1 L '� STJ^.F:h-3 � I'-0' � o COLO) KEYED CONTROL JOINT (C J.) SI- b F• -2' SMOOTH �RE•»SED ---- - = AT SMOOTH TH ' ENTER N4 WALL --- NAIL AREAS ABOVE AND -. / -- � Q t EDGE h"ZL EDGE NAIL .BALL u 11 - r SHEATHING "T DOUBLE E%KTENT OF SHEAR WALL BELOWAA ENINGS PER I SHEATHING AT DOUBLE LLI FULL HEIGHT STJp AT AS NOTED ON PLAN / TYPE SHEAR WALL HOLDOWN POST PER SCHEDULE FULL HEIGHT STUD HO�DOwNOUTSIDE TO OUTSIDE (MINIMUM) BELOW -RUN FULL HEIGHT OF FULL HEIGHT POST TO TOP PLATE OF WALL ' _ OR DOUBLE STUD _ -DO NOT COUNTERSINK SIMPSON 11 + -- --- -- — HOLDOWN BOLT HEADS PER PLAN HOLDOWN J R I _ IN POST �• x J DCWELEG JOINT INSTRUCTICNS. I PROVIDE ADD'L. STUDS S COL. - 3 4" BEARING PLATE WITH (4) C AS REQ'D.-FOR CRIPPLES 6 FTG. 3,,4' DIA. DRILLED ANCHOR BOLTS DOWELS ARE TO BE SAWN OR IF SHEARED GRIND I OR IF BOLT HEADS ARE TO z, s ENDS TO RFMO/E DFFORMITTFS I I GAQEFU:.�t REALIGN E:..RS :.PIER TROWELING SL/•B 1 I - BE COUNTERSUNK 3/16 c ,. C INSURE 54R IS PEI4PENDICU~AFt TO JOINt ---- ---- Q ® j TS COLUMN - SEE PLAN -; �,'�-- --- -- -- _ -.. Q HORI:ONTA..,i AN., lERTICALL1 - .-1-1. - - - ---- - . - GREASE ONE ENC OF p,,'•R '' I I f ' I ,r-PROTECT GC"UMh FROM CONCRETE WINDOW WINDOW ,, u , __ I I SPLATTERS BTIGHTLY WRAPPING UNDISTURBEC T COLD (DOWELED) CONTROL JOINT OPENING I OPENING w 15 LB. PAPER. TRIM FLUSH EARTH STRAP OR BOLTED " v - ` I / W' SLAB. NcTE ,. C.'GNSTRJCTICN 'r-JUR, ;)'NTS TO BE .'0..;, :;ONTkOL JOINTS HOLDOWN PER ; ; „ EMBED PER SEE PLANS FOR :.00ATIONS OF JOINTS --- - PLANS SCHEDULE A301 HEX HEAD - -� I BLOCK OUT SLAB FOR COLUMN. • CONTRACTOR POURING SCHEME Wl" DETERMINE WHICH JOINTS ARE `� � NOTE: EMBEDMENT I I t<I FILL AFTER COLUMN IS PLACED COLO C.J.'S AND WHICH ARE WET C.J.'5. ANCHOR BOLT I MAY PROJECT - CONTRACTOR HAS THE OPTION OF USING EITHER QIP STRIP OR SIZE PER SCHEDULE r INTO FOOTNG 54WCUT FOR WET JOINTS AND EITHER JOwE45 OR KEY AT COLD JOINTS. ---- --- << TYPICAL CONTROL JOINTS7_7F CONC. WALL _ u _ , J I I ,COMPACTED SAND OR END POST AS REQUIRED ,ANCHOR BOLT SCHEDULE � I I w GRAVEL B:.CKFILL. DO ( a ✓G'OINt � 2' = 1 -C'7" I SEE FON. PLAN FOR a ,(� - ADDITIONAL NAILING AT4t BY HOLDOWN SCHEDULE OR FTG. CONDITION. HOEDOWN ANCHOR BOLT MIN. EMBEDMENT HOLDOWN POST r"04 ° I I , �' NOT FILL WITH CONCRETE. SHEAR WALL AS REQUIRED B _ NOTE ON PLAN. LOCATE -� - SHEAR WALL SCHEDULE - ADJACENT TO OPENING PH02 5/8" DIA. Clip �� (2) 2 X 6 _ -TYPICAL PHOS 3/4 DIA. -- 1�_- 2 2 X b MATCH 1=,^-CTING r'RC/IDE CONTROL JOIN I PHD6 1,8 DIA. 15 2 2_X6 a a :Q < SEE SCHEDULE REINFORC:h.e NE SIDE OF w.:LL PER I I - -- ) PHDB -- I/all DIA, 15' 4 X b FOR FOOTING SIZE HD10A Y --1-!8DIA. 15 - 4 X 6 - AND REINFORCING l.Z • - • • • I'-6'' MINA aTJC wA, BE"OND MBEDDED STRAP OR WINDOW j HD14A ----I" DIA, 20� 6 X b ^cNrRFTF SL:F 50-TED HOEDOWN PER HD15 114 DIA, 20T� 6 X 6 0'-3" CLEAR PER F .AN LANS,'SC►IEDULE ZNG I �� _ DOOR +� NOT ALL HOEDOWNS LISTED OCCUR ON THIS PROJECT - I`=1 I I.I I.1 ' -' - FOOTNG SIZE AND REINF. PERI' j OPENING PROVIDE CRIPPLE el•2 1 STUDS FOR HEADER AND SILL PLATE INC/1 ADDITION d DOUBLE 1'8's\ HOEDOWN DETAIL q FOOTING DETAIL 1 P FOOTING ST EF ,1 REQUIRED FOR 1,' HOLDOWN I" = I'-0" 1, LVFDN-14 I" = I'-0" '� LVSTEP = 1'-0" - _ HOLDOWN L II --'- "INE OF STEM WALL - --- —10 — — _ \�— -- --- /Ib BE',CND -- �-- — HOLDOWN BOLT AS L_ HOLDOWN POST AS�RQUIRED 1 1/Z - - 3/16 1/2" BRIG. PLATE X COLUMN REQUIREp BY BY HOEDOWN SCHEE OR 1 1/2" WIDTH X CDL. WIDTH /4 PLUS 6" WITH (2) 3/4" IIIA. FOOTING SIZE AND HOEDOWN SCHEDULE NOTE ON PLAN (FULL HEIGHT T.S. COLUMN REINF. PER(' 5 CONCRETE STEM WALL OR - DOUBLE STUD MINIMUM) CAST ANCHOR BOLT:, 1 1/2" T_�-- • 51'�' FOOTING BELOW PER PLANS - ADDITIONAL ANCHOR BOLTS AT -EMBED 9 MIN. PER SCHEDULE SHEAR WALL AS REQUIRED BY T.S. COLUMN PER SCHEDULE /� SHEAR WALL SCHEDULE I - 3/4 BEARING PLATE FRAMING DETAIL EQ. EQ. WITH (4) 3/4" ANCHOR EXTEND STEM WALL BOLTS -EMBED 12' MIN. WS12-1 1" - '' 0" • • CONCRETE S.-.B SHEAR WALE ELEVATION /4" MIN. PAST A.B. AT END - - - SHRWALL2 tit" = I'-•0" �� OF WALL CONDITIONS VENEER PER ARCH.�I I 18" X 18" CONCRETE PIER WITH (4)- •4 Esc -t. =a,o I I VERTICAL AND #3 " � o SEE ARCH I I TIES -2 AT 2 O.C. I TOP -BALANCE AT `kXTENC ✓ERTTGAL R[INF -SEE 512 FOR ADDITIONAL INFO. ', FOOTING BEYOND- I I � g" O.G. 18" ANC BENC INTO SLAB - BACK�IL� w - L2 X 2 X I/8" 2 SIDES WITH • i e • el / SEE 2 (2) 1/4" DIA. DRILLED ANCHOR BOLTS SI,2 f I ° I ;RUSHEC ROCK I , 114" PLATE COVER WITH I I/2" DIA. HOLE #4 AT 16 C.G a _ i AT CENTER • ° L - - - �- - -° • 1 1 EACH wAl :II -_ 1 1/2" FOOTING SIZE ' VERIFI SUMP PIT FOOTING SIZE AND CER. n / AND REINF. SIZE AND DEPTH a REINF. PER SCHEDULE ° /" PER PLAN WITH ARCH. 4° ► i WATER ` _ r r------------ 4 P REINF. STOP t U < --+ 3 T.S. COLUMN AT STEM WALE n ` '' d SI-AB RECESS- LRB" MIN. wa*ER cry 3 a' x 1 12" CONT. TSCOLSTEM2 I" = I'-0" V R FT WITH ARCH. -_ KED' - � 1' p� _ •, - REVISIONti 4 � RADIUS U c � ° • •4 X 1'-&, I1'-6° a AT 16" C.C. EACH WAT 4 >x4 1._ ,� •I �I I:�'-� I � TR .r ' ;PA HOOD FRAIIl ,Ef�;.GA. Ail lumber to be species and minimum grades as follows (unless otherwise noted 3. All drilled expansion anchor bolts installed in concrete mosonr to be "Redhead f, J 6 5 6 X 6 G.F. tt' i I.SIM. n drawings: D nabolt Sleeve Anchor" b ITW Ramset one ICBO 13?2 y Y 51.3 51.3 TOP PLATE �51.3� ; F v ' Trese n,tes set r. r.-4- stardards for corst.rucil The drawin s govern over these a ,foists, rafters, ---------------------------------------Dou las Fir 2 y y / Y ( k ) Other anchors are not g g 9 8 acceptable without prior written approval of engineer. Install all anchors per Its re ester t 5r wry• ,',prainate +nese araM ny^5 Mi;m architectural specifications o. Beams and stringers, 4x and larger-----•-----------Douglas Fir #1 ----- ! s 3c eel It- En Freers of ar, discrepancies prior to D Bucks, blocking, Dad in & mise-------------Dou Fir or Hem Fir 3 manufacturer's instructions. Provide minimum embedment, edge distance and spacing f' g ' P g' 9 g g' '�' as noted in manufacturers instructions unless indicated otherwise on drawings. • +.: •• •� 40"Y' C. 2 x 4 stuns--------------------------Doug. Fir "STUD' or 'STD" : r•se cr:Ara. nee- ,r.,ep,.,i: e , for .se in construction of the project d 2 x 6 st.;as and larger-------------------Douglas Fir M2 Provide special inspection of anchor installation as noted on drawings. 4. All drilled epoxy anchors in concrete masonry to be "Covert Injection Adhesive ,r�:•'• : ••-; %•assess -• ' ese drawings does not grant license to e. Sills, ledgers, plates, etc. in contact w; concrete--P.T. Douglas Fir iY2 P y Y J ' ________________________ -___ Anchors" by Covert operations (ICBO M ER-4846), the "Simpson SET Adhesive" c• F wr s s protect n other locations. f Posts---- - --Douglas Fir #1 •e• + lir e• I, )+ , conditions on drawings and in field. 2. Roof, floor, and wan sheathing to be APA rated sheathing, Exposure 1, conforming to anchor by Simpson Strong Tie (ICBO #ER-5279) or the "HIT HY-150" epoxy anchor l ! I EXPIRES 6-30_90 +dr: 7+. ,t.er r;s trrO.y'r tr.Grs, roofs, Ano Mous hitt) architectural, 4P performance standard PS 1-83 and to iC90 NER-108. See drawings for by Hil;i Inc. (ICBO Iy5193) only. Other anchors with prior written approval of 6 X 8 HEADER T.S. 4 X 2 X 3,16" T.S. 4 X 2 X 3 t6" 6 X 8 HEACER -ocno, -u .�I, `; 'ir'J a ertr,ca tj,,, -•s "fotify engineer of any discrepancies, required thickness of sheathing and/cr span rating. Install roof and floor sheathing Engineer only. Install all anchors per manufacturer's instructions. Provide minimum ----� o 4 're sr t DB respons c e ' Ting all temporary support prior to with on dimension er endic,ilar to supports stagger j ( edge distance and spacing as noted in manufacturer's instructions unless otherwise 9 P D ppo is and stn er end pints unless noted 9 P 9 r,mp�et •,• + •re .e ' ;+ '; Nr systems LJI has not been retcined to rtnerwise cn drawings) Use spacer tool to ensure r/8" end and edge joints, including noted on drawings. Special inspection required of all drilled epoxy anchor installation. l t, pr%. de :e ,e; ;e •: ; e safety precautions, or to rev ew means, ton. lie and roo.e joints Install 2 x 4 or thicker blocking at unsupported 5. See drawings for anchor types indicated. Substituting drilled anchors for cast anchors 3 g g pported pints n g YP 9 lir a ryas r ;,es, seq.er Ces, cea..res for performing the work, l.nleSS we J or cast anchors for drilled anchors is acceptable with written approval of engineer 51,3 I u r;rH „ f � , r • H I-, Mail shea,hing. Black reef or floor sheathing where noted on drawings. P PP 9 ed o do otherwise, our Mork is limited to the only. < f 3. Framing hardware ;o be Simpson or prior approved equal. Fill all nail holes unless Jes.v c w r. de. e: ;w rgs 6. Contractors wishing t0 substitute alternate manufacturer's of anchors should submit T.S. 4 X 2 X 3.'16" tTS. X 2 X 3'16" T.S. 4 X yc 3 16' T.S. 4 X 2 X 3 '6' i C1) Nr,erM r feral i s v.r,.ae h-, AC A. noted otherwise in draw ngs or manufacturer's literature. Use largest nail size g _ - e SC, ASTM, or other stanaoras or codes, the atest written request, including current ICBO reports, to engineer for approval. -'-� F-- - -= -�� z . pp,y indicated in manufacturer's litercture. c, r 5y„. • J yr a r r t, %.penis or. Ir rct provided by Lid 4. All bolt heads and nuts bearing on wood to be pro.iaed with a washer. 4 w ,ry 5,rx bg . Str ct :ompi r with the latest edition of the Uniform Building 5. All nailing to be per LBC Table 23-II-9-t, Obtain engineer's or approval for all Qnailin or stn n s stems. STRUCTURAL AND MISCELLANEOUS STEEL51.3 i I L+J N ,ae j ;rrJ a ,tire► state and loon ides which apply. proprietary g P' 9 Y w F. yes it ' r ret 3 6. Cutting and notching of joists is not permitted without engineer's prior approval. One 1. Detailing, fabrication and erection of steel to conform to the Steel Construction T.S. 4 X 2 X 3/16 _ ?.5. 4 X 2 X 3A1116011T.S. 4 X 2 X 3'16" - T.S. 4 X 2 X 3 16` V� dv,r,f --- -- _____ f v inch diameter holes may be drilled in the center 1 of the member de th, but all other ve _u:Jd-- ----------- 25 ,vs snow, y / P Manual of the AISC. _ Fi oar 0 _0ad--------- ---------------- 40 psf (100 psf corridor; holes to be approved prior to drilling. 2. All steel to be A36 except as noted. ' a Nara �cua _=f-----_------ --___-_-____-_ l80 mph exposure B 7. Studs may be notched in the lower 1/5 of the height of stud for electric conduit and 3. Ali welds to be made with E70XX electrodes by welders certified by AWS Standards. .� 0 T .resrnc. - - ----------------- -- Zone 3 plumbing pipes, but no par, of ;he notch 's to be greater than 1/4 of stud depth. Holes 4. Unless noted otherwise, all bolts to be A325N for steel to steel connections and A3C7 M oilm i ,f Ar., r,,eChonic:ni equipment, piping, duct Mork• etc. which applies a load of 150 pounds with diameters up to 1/3 of stud depth may be drilled in stud. for anchor bolts and connections to wood. Provide standard plate washers under all X X k I `J r,r mare srr]I. be h,ng from a system approvea by _!I• 8. Laminated beams to be Douglas Fir (Fl 24 ksi per AITC 117 specification. Unless bolt heads and nuts bearing on wood. tt• 9 ( ) P P C4) 2 X 6 P.F. 2 m IA U1 noted otherwise, simile span span beams to be Combination 24F-V4 and all other beams 5. All structural tubing to be ASTM A500 Grade B, Fy = 46 1 All steel pipe to be FULL H ;i TE fy�F>r , , ASTM A501 F = 36 ksi or ASTM A53, Type E or S, Grade B F = 35 ksi x C, x X .4 (beams cantilevered or continuous oyer supports, etc.) to be 24F-�8. Appearance ( Y ) Yp ( Y )• (NO SPLICES) u� grade to be architectural for all beams exposed to view and industrial elsewhere, unless 6 All light gauge steel 16 gauge and heavier shall be formed from steel of ASTM x570 1*ken all organic material. topso, and any fill from under building and slat) areas. noted otherwise in drawings. RITC or APA/=W5 certificate required. L,se Grade D with an Fy = 50 ksi. Light gauge steel 18 gauge and lighter shall be formed u! % ul G 2 An hu mater al under bu.ld.ng to be "str,ct,ral fill". Structural fill to conal of waterproof glue from ASTM A611 Grade C with an Fy = 37 ksi. Detail and fabricate all light gauge ~ �" compacted granular material or appro.ed conditioned site material. Place all fill in lifts steel per AISC Standards. All light gauge steel sections indicated on drawings to per SL2 LL.l 9. Laminated columns to be any combination symbol and grade with Fc= 1500 psi g g g 9 P _ it,0 to e.reed 8" <Jnd comport t0 93% Standard AASHT; T-180 under footings and minimum and E= 1,800,000 psi minimum. the Metal Stud Manufacturers Association specification. All sections to be 'IC' till sections unless otherwise indicated on drawings. Provide 16 gauge minimum material S Base material d.fectly below slab to be 6" thick (minimum) layer of compacted crushed ENGINEERED WOOD PRODLCTS at all sections which are indicated on the drawings to be welded. ►cool. Base rock to nave a maximum aggregate size between 3/4 and 1 1/2" and shol, 1. All engineered wood products (Parallam, Micro Lam, TimberStrand) ;o be as 7. Do not oversize drilled or punched holes with a torch. \ - con'am nu' more Phan 5X passing the No. 200 sie.e. manufactured by the Trus Joist MacMillan Corporation only Other product 8, All welded reinforcing noted to be ASTM grade A706. All headed stud anchors to be CONCRETE FOuNDAT:ON J 4 rime nr:h;#Ill rol specifications for additional information. manufacturers shall submit a request for substitution prior to bidding. All substituted Nelson or approved equal, Weld all studded anchors and reinforcing noted, all around, X engineered wood products shall be designed to the following loads as well as any load with 1/4" fillet weld for 1/2" diameter anchors, 5/16" fillet weld for 3/4" diameter r) FiNDATIUNS indicated on the drawings: anchors, and 3/8" fillet weld for 1" diameter anchors. 1 I ,( I 7 �" a 9. Provide shop drawings of all structural steel items to engineer for review prior to FRAMING ELEVATION -GRID A Z cf) s 1. Design soil bearing press.re equals 2500 psf little plus tleod load per geotechnical Roof Members fabrication. APRIL25-' 4' _ '-" Uy ' repryrt prepared by Carlson Geotechnical nc , dated April 1C, 200C, a. 25 psf snow load + applicable drifting per UBC 2 An fontings to bear on firm, undisturbed notive soils or structural fill a minimum of b 1C psf dead load top chord 2 X 6 STUDS < 18" be'oM finish exterior grade Notify engineer before proceeding if any unusual c. 5 psf dead load bottom chard SPECIAL INSPECTIONS y ` r•ond,tit,ns are encountered in footing excavations. d. Lplift as specified in LBC unless otherwise noted in the drawings. 3, Do not ercavafe closer than 2:1 slope below footing excavations. The following special inspections are required and shall be performed by an independent 1 1 4" KNIFE PLATE X 4 4 Clean all footing exca:at ons of loose material by hand. Remove all wet, soft soil from Floor Members testing agency. The testing agency shall provide copies of all test reports to the project I I X 6 1/2" IN SAW KERF "I'll - --- - - faryting r.cavot ors prior to placing concrete. a. 40 psi live load (office) engineer in a timely manner, I I (2) 1,2" DZA, BOLTS 5. Evc-J.r]frons may line made under footings for pipes. Backfill to be "structural fill" as b. 10 pst partition load 1. Special inspection required during the taking of test specimens and placing of oil I I -COUNTERSINK HEADS defined ahnve c. 20 psf dead Icad reinforced concrete except slabs on grade or concrete with specified f'c no greater than I 2500 /16 I L2 1 2 X 2 l;'2 X 3 16 X 2-4 psi. Test reports shall identify all concrete tested by mix design number (in I "CNCFvETE 2. Allowable increase in wood member stresses due to duration of loadingshall be 15% reference to approved mix designs) and identifytype of our slab, footing, etc. and I TOP AND BOTTOM WITH !2; PP g ) P ( ) I X12 SELF DRILLING SCREWS maximum for snow rood only (roof) and 33 9;, for loads int-lading wind or seismic. location of pour in relation to building grids. I 1/2" I F_ACH LEG 1 Average concrete strength to be as Indicated below and determined by Sob cast lab Design members for any additional loads indicated on drawings. 2. Special inspection required of all concrete reinforcement prior to concrete placement 2x cured cylinder at 28 days plus increase depending on plant's standard deviation as except for slab on grade reinforcement. 2 t/ spec fird in ACI 318. Provide mil designs to engineer for review prior to placing any 3. Special inspection required for all structural welding unless welding is performed in a 2 1/2" - - - - - - - - - Concrete. CLEAR_Y _ABE- A.,. Mix DESIGNS AS ENGINEERED. WOCD JOISTS shop approved by the building official. All field welding requires special inspection. - TC PROFIl AREA OF USE, Supplier to label Ali mix Special inspection of welding may be performed on a periodic basis per UBC Section I (designs with an identification number Mix number should be referenced in all 1. All joists thus specified small be TJI series wood chord/wood web i manufactured by 1701.5.5.1, Exception 2. All full penetration welds require continuous inspection from 6 X 8 HEADER subsequent concrete- test reports. Trus Joist MacMillan Corporation (TJM) ONLY. Other product manufacturers shall fitup through completion of welding I T.S. HORZZ. 2 Minimum mix requirements: submit a request for substitution prior to bidding, Substitution request shall bear a 4. Special inspection required of all drilled epoxy anchors in concrete or masonry. 1,2" BRC- PLATE X 4" 1 1/2, I i PER ELEVATION statement from the manufacturer indicating ;heir acknowledge of the requirement of Inspection to be continuous during the anchor installation to insure installation meets X BEAM WIDTH -LET or.nt un :ornpres5ive Slump Minimum Admixtures these notes for fully engineered shop drawings and calculations bearing the seal of an all manufacturer's instructions and minimum embedment noted on drawings. INTO BEAM 2 1/2"/ Strength !a) cement (d) Oregon registered engineer, the requirement f,]r inspection of the installer product, I I ps ) content and their agreement to meet these reyu;ren.ents. The substituted joists shall be I I T.S. COLUMN designed for the followinc load requirements: I 1 f aotings and tOUC 0-5" 5 none I Stem t'ranti Roof Joists a. 25 psf snow load + applicable drifting per UBC I ~y S ubt on grade 350 2- 5 1 2 WR b _I I 1 4' / ( � b 1C psf dead load top chord -L (interior) c. 5 psf dead load bottom chord 2 FRAMING DETAIL d. Uplift as specified in UBC unless otherwise noted in the drawings. La Glahs nn grade 3000 2-4" 5 1/2 Will (c.) Floor Joists �,� 4PRIL25-2 (extrri�.r'1 a 40 psf live load (office) M sre!la mous 3000 C-5" 5 none t . 1C psf partition load c. 20 psf dead load O a slum,[, exceed ng specified mit st ill not be placed except with written 2. Allowable increase in wood member stresses due to duration of loading shall be 15% �pprt,,•,il „} engineer max mum for snow load only (roof). Design joists for any additional loads indicated I I .2 2 X 2 ' 2 X 3 '6 / 0-4 b WkA= Nater Reducing 4dr+ .tire on drawings. Provide additional joists as required to support additional loads. I TOP AND BCTTCM WIT►+ r2, C At _ Air Entrainment 3. Joist manufacturer to provide laminated veneer chords at all joists which have I I L2 1/2 X 2 1!2 X 316 X 0'-4' tt'2 SELF DRILI-21vG SCREWS d. Ac,eleraters Provide concrete accelerator for an concrete placed when diaphragm or strop nailing which exceeds manufacturers recommended nail spacing I I /EACH SIDE TOP AND BOTTOM TC T.S. AND 12, 1 4DIA, X 3 for sawn chords. WITH (2) #12 SELF DRILLING _AGS TO STUD t� temperature Drops below 40 degrees. 4. All bridging, bearin clips, blocking, hangers, etc. that connect to the joists shall be 9 P 9. 9 J per � � SCREWS EACH LEG 3. Use Tyre I cement, per ASTM C-150 unless otherwise appro.ed. Water cement ratio TJM standards. to 46 mdrimum for all gldDs on grade Water Cement ration to be 5. Joist erector shall exercise the utmost care during the erection of joists to prevent the - - - - - __ - - - - --� - 50 mo-m for ar other r.oncrete. Flyash may be substituted for up to joists from buckling laterally. Stockpile, lift and laterally brace the joists as directed on - - - - -- I _ - - - - _ _ _ - - -` -"-"- 20% of the cement content in all mixes. TJM's erection drawings and design manual. Remove any damaged joist from the 4 Aggreqate to be per ASTM C-33. jobsite. Do not attempt to reinforce any damaged joist except as approved in writing I \ I \ 5 Water Redac r Agent WRA Comply with ASTM C-494. by engineer and by TJM. i \ T.S. HORIZ. 9 ( ) P Y T.S. HCRIZ. PER ELEVATION . provide a joist pan anmaterials lst or engineer review prior to PER ELEVATION 6 Air Enhainm�r; (AE) shall comply with ASTM C-260. Provide 3-5� when specified. 6Trus Joist to roidit layout ld tilifiiiI I � 't Acce'erators. 'dosage to be determined by Contractor. construction. I I 8 , olcn,m Chloride shall not be used in any concrete, for any purpose, on this protect. LIGHT METAL PLATE-CONNECTED WOOD ROOF TRUSSES 1`4) 2 X 6 STUDS I I� REINf ORCWc, T.S. COLUMN1. All light metal plate-connected wood roof trusses specified shall be designed by a �I 1, Ail re{rf,,,rcing steel to be ASTM A615, Grade 60 except ties and stirrup_ to be Grade licensed engineer (see note below). The trusses shall be designed for the following 40 load requirements as well as the loading indicated on the drawings: I f abr,j,]te and instal; all rete tru steel according t0 the "MGn ^.' rt DtCndard Practice ROOF Joists FRAMING DETAIL FRAMINe� DETAIL for .etailing Reinforcing Concrete Structures" ACI Standard 315 a. 25 psf snow load + applicable drifting per UK APRIL25-3 I" ,� t Provide 2'-0" t 2'-C" corner bars to match horizontal reinforcement in poured in place b 10 psi dead load top chord I -- - - watls and footings at all corners and intersections. c. 5 psf dead load bottom chord 4 Splices in all reinforcement shall be lopped 30 diameters or 2'-C" minimum and shall be d. Uplift as specified in LBC unless otherwise noted in the drawings. staggered at least 4'-0" at alternate bars. S,M=SON MST48" K. Provide 2-M4 each gide of all openings smaller than 30" in walls. Extend reinforcement 2. Allowable increase in wood member stresses due to duration of loading shall be 15% MAY SPLICE 6 X 6 PLATE r'LLTE T,^. 'LATE -0" min,murr past opening each side. See plans for larger openings (provide 2-04 maximum for snow load only. AT CENTERLINE OF COLUMN M n,murn) 3. All bridging, bearing clips, blocking, hangers, etc. that are required to meet truss -STRAP WITH SIMPSON 'MST48° SPL-�'E �,.. TFC :.T F Pr,,,tde design criteria shall be included in the truss shop drawings and shall be provided by the 2 X 6 PLATE AT SPLICE CEN;&_:Iii C� l� -N4 bars at top, bottom, and ends of al, wa Is unless otherwise indicated cn / P.]ns truss manufacturer. 6d WITH 1AT I,2 ,6X 6 TOP (4, y [� Provide dowels to match all vertical reinforcement in walls, columns and pilasters 4• Truss erector shall exercise the utmost care during the erection of trusses to prevent 12' O.C. 44' �' PLATE ,poured in place) -op 30 diameters or 24" minimum. the trusses from buckling laterally Stockpile, lift and laterally brace the joists as 6 X 6 GL..TE . -�-_ � 8 An wall re,nfOrcement to be placed in middle of wall unless otherwise noted on directed on manufacturer's erection drawings. Use spreader bars for lifting and Jill- --#- - --- drowings laterally brace as necessary. Remove any damaged joist from the jobsite. Do not / 9 Pfovide shop drawings of all reinforced concrete items to engineer for review pror to attempt to reinforce any damaged joist except as approved in writing by engineer and I - c onsttuct cn of these items. by manufacturer. " _ / REVISIONS 5. Shop drawings and calculations shall be submitted and calculations shall be stamped by :ONCRETv BLOCK an engineer registered in the State of Oregon Shop drawings shall be provided and shall indicate the following minimum information: Truss supplier name, address, and I I i/2" PLATE X COLUMN ' Design F',n +500 psi fur olI concrete masonry. phone number; grids, north arrow or other reference to building layout and I I WIDTH X COLUMN 1 AI' concrete masonry units to be Grade N T,pe t ghtweight units per 9C Standard construction documents; truss piece marks in reference to the calculations; truss I WIDTH PLUS 6" WITH 2 X 6 I°LATE 21-4 arid to interr..ed,ate humidity condition per Table No. 21-4-A ayout and spacing; all truss bridging, blocking, etc. required to meet truss design J 3 Molitor to be per UBC Table 21 A, Type S or criteria; all hangers hurricane clips, etc. required to be a part of the truss connecticr I I C2) 3/4" Dia. BOLTS WITH Ibd AT i D p per manufacturer's recomrnendotn-n as whether specified on the construction documents or by the truss supplier; any I 2' C.G. required to meet delil strength. Grout to have a minimum strength to meet I I 3/16 specified mosonry assembly design strength and be made with 3/8" minus a re ate Dertinen, information as o erection, SIMPSON "A35" 9 g 99 9 6. A representative of the truss manufacturer shall inspect all trusses after erection is t 4 Contractor to prepal for testing agency 3 grouted prisms and 3 ungrouted prisms for complete and sheathing, bridging, blockin etc. have been installed. inspector shall T.S. COLUMN EACH SIDE ever; 5000 sq feet of wall during construction, P q 9• P ' S 4n ,Bork shah conform to Chapter 21 of the Uniform Building Code. submit a report to tine engineer stating that the inspection was made and that truss r 6 Reinforcing for 8" masonry to be ASTM A615 Grade 60 placed in the center of cells equequir ion and installation are acceptable and conform to the manufacturer's «- - - - � ements. v STUD FRAMING DOES r4) 7 X i as follows (unless otherwise indicated on drawings): NOT OCCUR AT SIM. I 54)25 DRILLED ANCHOR BOLTS CONDITION ✓�'E a 'vert cal: t - 05 of 48" o.c. plus 2 - N5 fun height each side of aper• ngs and at D Horizontal 2 4;ons of walls. 1. All drilled expansion anchors bolts in concrete to be "Kwik Bolt ll" by Hilti, Inc. --�C oh corners and intersect s - N s at 48" o c (First bond beam 48" from top of foundation) (ICBG ,µER-4627), "Red Head Trubolt Wedge Anchor" by ITW/Ramset (ICBG G plus 2 - #4's at top of wall and at each intermediate floor level 01372), or "Rawl-Stud" by The Rawlplug Co. (ICBO #4514) only. Other anchors c ,intels Less than 4'-C" wide - 2 - #4's in bottom of 8 inch deep lintel. with written approval of engineer only. All anchors to be installed following bolt J 4'-C" to 6'-0" wide - 2 - #4's it) bottom of 16 inch deep lintel manufacturer's instr.,ctions Provide minimum embedment, spacing, and edge distance __- ilii d. Corners and intersections 1 - 24" it 24" corner bar at each bard beam saline as specified by the Dolt manufacturer for anchor size noted unless otherwise indicated 5 FRAMING DETAIL �_ FRAMING DETAIL i Site as horizontal reinforcing. on drawings. I i all reinforced cells unless noted otherwise on drawings, ASI reinforcement to be 2. All drilled epoxy anchors in concrete to be "Epcon Ceramic 6 Epoxy Anchor" by APRIL25-5 acc,,ratel, located and secured in place prior to grouting. A reinforcement to be ITW/Ramset (ICBO #4285) "Covert Iniection Adhesive Anchor" by Covert r VAN VLEET INC , r � located within plus or minus 1%4 inch of placement locaticr• -oted on drawings Operations (ICRC MER-4846', or "Simpson SET Adhesive" anchor by Simpson Strong 8 Electrical boxes, conduit and plumbing shoo not be Placed in any ren that contains tie (ICBG yER-52'9; only. Other epoxy anchors with written approval of engineer reinforcing IC,>( LEWIS Install all anchors per manufacturer's instructions using A307 threaded rods only. 9 See drawings for additional reinforcing required unless noted otherwise or, plans. Provide minimum edge distance and spacing CONSULTING ENGINEERS 10 Specie' inspection is not required during constructier ,f a1' masanr - Y indicated by manufacturer for anchor size noted unless otherwise indicated on 18880 sw boones ferny roadtin, Oron 97082 9355 SW McDonald Str. drawings Prcv,de minimum embedment noted on plans. All drilled epoxy anchors tualatualaSUP 2000-00206 885.8805 hone 503 885.1206 p ( ) require spec a scection during installation. fax 37 of 73 r _-EET: • i _ - f f LEGIBILITY STRIP CR ram0�lCM I 2 3 4 5 6 7 8 9 10 I I 12 13 la 16 17 is 19 20 21 22 23 24 25 26 27 2E? 29 3C �I 11 QI 9 J4 HOW o lOZ 25 _ LJJbJk,.i1 1.I1t11.1.�IIJIII�.�I.�J1,�,��l�.I�.�.�.W,L111��oa / 9`. SOW ROOF J` 53.4 FRAMING , LT 24 OJC. r �+ \S S A 24" O.C. It .. X IV ' T �� o-� �� 53.4 O -- L \ 0� ��n p� GL 5 1,`8 X 12 • t, f �9. pc4s / pc9 �� / DUCT OPENING 2.2 \ �.� l l r? �. l� E3 a. J� L� '� 14 - .j E G -t- T �`/ �. �, i 4 53.2 , -7 n ' - - B OW • , {{r ` r`Z 6-0 - I (i % 52.2 � }- _ --i �-! -- -. •t L\. _. ----�,t--T-- - - - I I-- }��ryy J I I ��. (V I 1 1 - '-- x u:UI - --r-� _ '.j,� I - 'Q "7 .t i _`♦ ;f 3 '• i 0^^ �/ 1 I 1 Y I I •�• -- - \ �_ - --..--------•- - .- \ I `J � ` Q � - I I i U fff111JJ i u \ 7�,�C4 3 U / II II 0 Ill~-~I / ' = 52. '� I - �►� ,O ti iL �- 2 4 i Y tJ i i J _ X' O i i 1 V�C2:) �U `� ' LANDINGr ..// I I to 4. 11 ry \!0 5� 0 2.2I O1 1 = FR mMIhG /v a II --.- �- J t I I , e �a 'a '� / �. ► -•- /- i� + I I I 52.2 1 / (�I _ � • _4 _ aD , DUCT OPENING n� „ �-'� r 52.2 ,U �'►- I I . ,I �ir a I Iri i�► 1\L V' O „ �► '� V� ` ► ►- FRAME PER/ 1. 11 �� hi Q I I6. I ►- N i. - N STI R T 52.2 � � •�7 I I � -->~ '\ I I_ dp I • I • /1+ 1 I If• 'r _r -. . /V U ?( i�� / 1h i' ro I Il 7' �f J � �� a n =/Q i fVjr=_-_-_ _ ---�-I-- ---- - r fL QD O FRAMING 52.1 U - - . - i I ---+ -- -�- r �'/ TYP. 9 -• 52.2' '� O ♦ /� - I I REDUCE JOIST , I 1 I--" �.�! i . I i rn z ! y11 4 4 -- -- --- I - ------ ~ U SPACING TO 12" O C. ` ,_`rz-'� 8-0' 8 _ r XI - T �,. ti 4 t+ WHEN GANTILE'vER ! - a"I E_�_ ' 52tO 1 2. ,;� -'� � i ` � � r.' \ a II,�Ib x !�na 12 '� � J �� t r� � ! LENGTH EXCEEDS 4'-0= 19 I 4 X r7 rfw A ix T r �- 78. " � i !q� 12 �( I I 1 8 /8, _ d� _ j B rco X 8 AT ZA` D.s -� t� - n SIM�---t j� _ _ - � -- - -. �'T 27 -_ X52 2 3 x 4 x 8 A, 24" 'X wI -t X 52.2 -� 52.3 2 _ 2` T� 13w O C. w v� f- r • - GL5 ! 8X2 I - _ _ -I- 8' 5 .3 - _ t- - - -- - --- -- - -- --- - - -- - -- �-- - 2.2 w -' }_ F � 52.2 S 1 8 x al I ------ - -------- - - G - 2. 2 G = ! 6 X b POST U. ,�c, kV I L =_ _ = I I I + - - � -� '' pt20 ;,5� 10 G C �• 3 18'- j 18'-0" ! ' 7 Z � u, PRO 2 52. �_ /8t * r TC s3L�.Ord „ 13 2V O'G' b 11 1 tJ rJ2/IeR I 4 ` p"� p 0 I , T 1 p.G• O 9r°E.ti p C 'o4p. IF 7 T_: p i �C " 1/2 X ifs; " �l3EL Z s rAT PRO 256" � 5 � f 52.2 ) 2 11/1 11 e P L �3) I m� 2 -- - O.C. / 8 a 2.2 a c AT t 52.2 II 7 8 TJL'P 52.3 �.� 2.2 + 2 O HE T 2 O.G. 3 2..3 I 3 l i l 2��2.2 -- J. ---- ---- r ` 1 IM . -sI I 1' ! j � 4T I� 1 Is.- 5 8 X I w � . . (` _ ` X b AT �4-% I a 8 AT 24. O.G, I I ,X 1 5212 ` X B .;T 24' X . r---- 52.2,• - I X AT 52.2 41 s ' 2 b 0, �. 1. 2 I II 1 8 1l8 X 25 I A :- �` 52.3 1 ' ---- �-•`: � I - - (2) 2 X bJ X b I 5 1/4 X 11 1,$ -_�.l / I �- '1 11 ' 3 --+_ � I � � PSL 5 `.//u, / S2.3 24 11 U' U II I 11 I I r L r 111 T 1 II I I Q; , O 'I io io 1 e I o II it l) I I I f I I Q •T------ T OW . }/ry��1. I I O O / �. 1 i i 1 O' ; �'0�. I I H 'I /p I I (J/ T � j i X ' 10- IT, 1 1 '2 91 O OR^ 11 2 X \ U I I ,((L�/ 0 , G U r; tALIry1`�II fV �) Q r 1 h't~ \ I I I' I� 1 \ a,2 111 r+ 1\'N I' \ilN I' f� 'I 1� 11 1,� �I I - \^J2-2 �/I� I'1 " ,� (l+� IIN I' iry 'I � 7 t con ' ti 11. , •1•- I i 1, I 1 12'-�' I i 12' " O/O I I c 1 'SIMPSOh "WpI`� N I to II l�. I. F- II ►ti ti� ti� Q1 t \ r Q HANGERS r \ i i I n �/W 52.3 2 �D r- \I ti' �,., 3 I 2 X 11 1 8 P51.. I �rl- = II 0 - - 3 1,. XII 1'$ P 3 1/2 X I!~ r'8 PSL I Z4� tv -- ,I (:4) i - it 3� II II .- 5 I _ •. --�. _ . . ,, ter.-_. i 1 - -- 44 -� 3 1 2 X 11 9'8- 521 _} 1 52.3 � - ---- - - - --- - - - A, }' n �` �1 7Ql t• - 52 ~ #� 3 \ �L -- -T- C = m 14 D �-1 �n I 52.2 I� , -�B•- ' � 3A O 52.2 18 �- 12 13 3. ` �' �` ;_34 � ,' 53. . �- GL SJ`' -r 3 I'8 X 12 p O D GL 3 1;8 X. A� �s, G _ WOO TRUSS T- C 0 53.5 _ AT 2 " O C. ILA WOOD TRUSS T-13 AT 24'' O,C. �• \ AT 24 TRUSS T-13 WOOD TRUSS T-4 �y \\AT D O.C. AT 24" O.C. i L31'8X15 CrCd'. � \ � a GL31,'8X12 S3.5) 4 ` BOG. G . 0" i,-400C TRUSS T-4 ^ / SIM 53.5 ' WOOD TRUSS T-4 AT 24" O.C. 2 53.5 - 53333� p� 16 AT 24" O.G. GL 31.'8X12 I 53'4 GL 31/8X12 C = 0" GL 3 I,C X� __- - - CL 1i8 X 12 4_0 4 > 11 A s a 4 ,_ " 0" 15-8" 11'-5" G 0- -- -- -1'1-5 C - 14-0 14- !4'- 14- ' 4 0 - - 15 ---- - -- ----- W _ _ - 234'-10 l,'21' FRAME GABLE _ WALL O BEAM -SEE 15 i I -• I i - - I KE1 '\^TES: 1 FLOUR FRAMING FLAN --- -- - - J NOTES: AT 4 1, 2.1 SIMPSON 'CS'rc 5'R411' w:T- Za ',41-5 _ ---- -- � - 8` O.C. -SEE tea_%-ti FCR Ey'E�T REVI510NS STRAP MAY BE INST4__E:. O/ER CR JN ER ' 1.) FLOOR SHEATHING TO BE 3/4" T 6 G CDX PLYWOOD PANEL INDEX 48'24. L SHEATHINr, AT COtiTRCTCRS CF`:^.'r. ' NAIL SHEATHING WITH 10d AT 6" O.C. ALL SUPPORTED PANEL EDGES AND 'IZd NAIL -EN5T" TO BE SUFF:C:EN� TC 10d AT 12" O.C. FIELD. ""T '''�' -INDICATES 2 X b AT Ib" C.C. STUD BEARING,SHEAR WALL GAIN 1 1 2" PENETR4T:0N 1%'O '✓E'M'BER '3E-' 4 X ': ' - - HANGER SGHEMI-E AT HATCHED AREAS ® BLOCK ALL PANEL EDGES AND NAIL WITH 106 PROVIDE :C:ST LT STQA-.- -GDDI'IONA. AT 4" O.G. ALL PANEL EDGES AND 10d AT 12" O.C. FIELD. -INDICATES 2 X 4 AT !6" O.G. STUC BEARING SHEAR WALL � AS REGtJIRE[;- MEMMR HANGER c" = GLUE SHEATHING ALL SUPPORTS WITH 3/8" DIA. BEAD OF CONSTRUCTION ADHESIVE. i" PRO'/IDE 4 X 4 B_0CK:N5 :N S:V=SON F44 I ! 1 8" TJI'PRO 250 MIT MIU � / -INDICATES SHEAR WALL TYPE. SEE SCHEDULE SHEET SI.' 3 "ANGERS FOR STRAP NA:-:N-G. -SEE =-AN 2.) ALL HEADERS TO BE (2) 2 X b TYPICAL UNLESS NOTED OTHERWISE ON PLAN SHEAR WALLS INDICATED ON THIS PLAN OCCUR FROM FOR EXTENT Z 11 Ib F'SL MIU _ 2ND FLOOR TO ROOF '4Q • " 3.) T- -INDICATES TRUSS TYPE. SEE SHEET 53.3 FOR LOADING DIAGRAMS AND PROFILES, �` BLOCK SCLL^. A* PCST R;CF -5EE S"< 3 I,'2 PSL MIT MIU -INDICATES SIMPSON STRAP HOLDOWN SIZE AND LOCATION -SEE 11 ' STAIR LANDING FRAMING 4 '•`-=- -- 4,) 0 -INDICATES KEYNOTE -SEE SCHEDULE THIS SHEET ,� ,� T = �. �,�. ' 4, _ ' -C' 5 !/4" PSL MIT ! MIU STRAP HOEDOWNS INDICATED ON THIS FLOOR OCCUR ACROSS \� E � �` 2X JOIST LU SECOND FLOOR FRAMING M i Girl... 4X JOIST HU 52.2j 2X8AT ,j� -INDICATES SIMPSON HOEDOWN SIZE AND LOCATION -SEE 12 � HOLDOWNS INDICATED ON THIS FLOOR OCCUR ACROSS 52.3 1 4 X 12 3 1 8" GL HU21b-Z SECOND FLOOR FRAMING 5 L'8" GL HGUS5.25,'12 PSL -INDICATES PARALLAM BEAM BY 'TRUS JOIST' NOTES: 1.) ALL HANGERS TO BE BY 'SIMPSON STRONGTIE'. 2.) TYPICAL HANGER SIZE UNLESS NOTED OTHERWISE LEWIS & VAN V L E E T INC . STAIR LANDING FRAMING ON PLAN OR DETAILS. CONSULTING ENGINEERS 18880 sw boones ferry road 3.) PROVIDE WEB STIFFENERS AT 'I' JOISTS IN HANGERS tualatin, txsqtan 97082 9355 SW McDonald Str (503) 885.8805 hone BUP 2000.00206 503 38 883.1208 fox 38 of 73 LEGIBILITY STRIP _C 2 3 4 5 6 7 e 9 10 11 12 13 14 18 17 18 19 20 21 22 23 24 25 26 27 29 29 3C I ZI 11 01 a pJ 4 HJNI • 108 _..�,llt�.l1.�.1� 1.�11�.1�1.>�.t,1,�.�,1,�1.;J�.l�•�,11.1;Jaa�.l.t�l�.l�l��.I.lrlea.�.1.�1,1.�1�1 �.1.�.11.1a.1,�.I�.,laJ.t1.�1�J�1alAlla.I�1, �1il1.I.t�.IJJ.�I�I.t.�.�.1�1..11�.��.1.►�.U.1�1� 1.��,��lt�.►�,1��' oa h ;a SEDGE NAIL FLOOR' - - 1 ' rZMBERSTR.:'rC SHEATHING AT T711 TJI BLEDGE NAIL FLOOR SHEAOCKING EDGETHINC M R:�I ,'O:5' '*•• '2a _BLOCKING A'f 4'-0" O.C. � NG ,:"T T RIM ,"�: T 'CEN.::_ ,fir i T 1 1 2 TIMBERSTR4N� R:Y ENA: E ANL rJI JCIS' PER PLAN r SHEATHING AT RIM JI BLOCKING WITH �•' JOIST JOIST WIT" 12d TOP -N-.; 1 :.a TOF• AN; BCTTO'r' �. 12d TOP %' E•;• -Sr 2a AT 8" O.C, z' AND B,')TTOM `_'" - -- � SIMPSON w' BOTTOM TO EAI' ANGERS ANC '20 TCEN Z .:r a C C - ---T— FRAME FURRING WALL BOTH ENDS H -OFFSE T„ F4CE I __ - 7 7 - 1 :�z3-� � EDGE NAIL T _ �s TO FLOOR LINE FOR rAn,GER --- -- -- --- ---- w�..r.. SHEATHING �\ , i AT PLATES )12d TOP i AND BOTTOM SIMPSON "A35" r BOTH ENDS AT 32" O.G. - FLOOR JJOISTPER PLAN :IDE :a EACH SIDE F E :OZST EACH JOIST FLOOR JOIST FLOOR JOIST FLO PEROR JOIST WALL SHEATHING PER PLAN 2X JOIST r / PER PLAN �'� T PER PLAN - �••EA'�:N3 •— — ----l- - - - I � PER PLAN 2x ..OIST ✓N,. r T T. - \ ! TO BE CONT. T,I BLOCKING AT / \ " TIMBERSTRAND F .NJOi,� I F - 2' TIMBERSTRANG 3 11 2 JG.S BE ONT. -- C,ONT. DOUBLE BERING FURRING 4'-0 O.C. MAX. - - -- F_OOR _ O SER SJPPORT AS TOP PLATE RIM JOIST wITH 12d SEE 52.2' FOR RIM JOIST ` ITH 12d SIMPSON LU" ` FER P-AN �� TOENAIL AT 8" O.C. ADDITIONAL 12d EACH SIDE TOENAIL AT 8" O.C. HANGER 7 V) SHCwh ON PLAN -SPLICE PER + � �L 52.2 I INFORMATION :a E=.�•- SIDE E:.CM r T STUD WALL PER CONT. DOUBLE LATE I \CONT. DOUBLE PLATE ,5r n .O'r ✓Ol.!✓._E 'OP -SPLICE PER. --„"P 48" ..-- Sr--. S FON. PLAN ll � ff 1 -SPLICE PER, < J \52.2 r "ND NAIL r.IT"" '2� '6o Ar 6' W (D FRAMING DETAIL 2 FRAMING DETAIL 3 FRAMING DETAIL r3� FRAMING DETAIL 4 FRAMING DETAIL KTFRAMING DETAIL K-9 = -2' 523-23 = ! -0" IL 3-2 " _ -0" 2. MAYB-20 I'' = I' _ • C... APR I I !' -0" '7 APRILI2-10 I" = I'-0" ,� •-, .t.P _ ter' � J o c T:I BLOCKING c BETWEEN CROSS -- - - - BLOCKING WITH TJI CROSS BLOCKING s E✓GE NA.- F_COR 12d AT 8 C.C. AT 6'-0' C.G. MAX. SIMPSON "ANGER PER G t 5"EATHIN5 Ar BE,:-y TO PLATE SCHEDU_E -SEE S-EET 52. 2W _ / 120 TPLAN OF AND r, -- j f3pTTOM 2X JOIST PER :♦ 'y._, -,-�- --- --- f z PER F�:N _._.. •`�._Tr _- EACH END 2X JOIST" .r � s - SIMPSON "i_U" PER PLAN u r-- `FLOCK JOIST HANGERS TJI :GIST JOIST PER F,.._, PER FL.:N !2a EACH SIDE / \ PER PLAN \ PARALLAM HEADER PER PLAN :GIST PER S""`PSCN --LAGER GL BEAM PER PLAN PER PLAN PLAN PARALLAM BE:-'r' F'ER 5SHEC,:_E \ SIMPSON PER SCHEDULE ER PER PLAN - S-EE 5.-,' SHEET 52.1 CCINT. DOUBLE�ATE i.. BE.:y' PER F',.AN -SPLICE PER/ X52.2 FRAMING DETAIL FRAMING DE"�AIL 8 FRAMING DETAIL FRAMING DETAIL 1�0 FRAMING DETAIL APRILI2--14 SIMPSON STRAP TJI JOIST TIMBERSTRANL` PER P�4N GL BEAM, BEYOND �\ / RIM JOIST ST BLOCKING TJI FLOOR PER ALAN 2X JOIST -- -- JOIST PER PER PLAN _ PLAN - - :x :C:ST PER - �� _ -- I GLU-LAM BEAM~�\� ! M RSM JOIST SIMPSON "MST48" PER PLAN (6) %dBEYOND ACROSS BEAM EEBLOCKING ____— -- -- '- - - - - - - - - - w - - - - - - - - - -� I HEADER PER _ DOUBLE STUD h P" "N PGRALLAM HEADER •�.� � 'ULL o-+EZGHT DCUBLc CR_pp,E -- \ PER PLAN \BEAR HEADER ~ STJD BE�Ow -+E:•DESc \(4) 16d -FULL HEIGHT :X BLOCK_-N3 -IT- '2d 3" MIN, STUD EACH SIC E NOTE: PRC/.'DE SZN3-E \T"ENAI- AT 8 O.G. ALIGN ONE FACE WITH (4) 16d CRZPM-E AND SINGLE G..__ r ONT. DOUBLE PLATE OF BEAM WITH WALL DOUBLE _ HEIG«1T STJD WHERE CPENZNS SF'-'CE "ER I -- .._._. __ -_- AND STRAP WITH STUD 1 - IS LE55 T•.AN 6-2' ! - 52.2 SIMPSON 'MST60 DOUBLE CRIPPLE STUD CRIPPLE STUDS WITH � FRAMING DETAIL V PLYWOOD SHIM BELOW BEAM ►+E.:Z:ER-' FRAMING DETAIL 12 FRAMING DETAIL 13 FRAMING DETAIL 1 FRAMING DETAIL , FR:.MING TO ROO= BE:-Y `•• •• 524_!6 I" _ !'-0" '� APRILI2-15 I" c I'-0" / OR GIRaER "BO/E 2 APRILI2-9 I = 1'-0 2 APRILI2-, I" s 1'-�" T 2 LAYERS OF 3;'8" CDX PLYWOOD ON OUTER FACE -NAIL WITH 10d TO 1 - TOP S BOTTOM CHORDS -STAGGER JOINTS '2 HEDGER wITH 2 X 4 BLOCKING EDGE NAIL FLOOR '6d EACH STUC CONT. EDGE NAIL AT TJI I / BLOCKING 74N , BUILD UP SOLID FULLBEAM PER PLANTJI BLOCKING WIDTH OF WALL AT POST�� WIIH 126 AT O.C.ZX JOIST 2X JOISTFULL HEIGHT STUDPER PLAN PER PLAN EACH SIDE WITH (6) SIMPSON "w" X 12d TO BEAMDOUBLE , 6 EDGER WITH TJI JOINT. DOUBLE PLATE PLATJE/ HANGARS 2) Iba FAGH STUD SOLID CRIPPLE STUDS PER PLPLICE PERTHAN b-0", PRO1LE55 BELOW BEAM WITH12d EACH SID52.2 AT JOIST SPANS PRO',/IDE PLYWOOD SHIMS AS 2 X 8 EDGER WITH REQUIRED _ i �------- (4) 1(od EACH STUD � BEAM OCCURS AT - SIM. CONDITION TJZ BLOCKING OR R�vlslorls PROVIDE SAME TIMBERSTRANG FRAMING TO PDN. RIM :CIS` FRAMING DETAIL 1 I FRAMING DETAIL 18 FRAMING DETAIL BELOW AS SPECIFIED APRIL20-2 ," = I'-0" ABOVE (3 STUDS MAX.) 2 524-14 = 1,-0° 1 q FRAMING DETAIL - 2, APRIL20-3 I" c I'-0" 2� FRAMING DETAIL i SIMPSON "LU" T.S. COLUMN BELOW . i WS22-20 I„ = I'-0° • BANGERS HANGER PER SCHEDULE " " ., _ � =._,XPER PLAN \ -- I/ LINE OF 1/2" BRG. E PLATE BELOW TJI JOIST TJI JOIST / I I PER PLAN PER PLAN `- - ---- ZX JOIST'" �- PER PLAN4 1/211 ------ E 2X JOIST HEADER PER PLAN - F'ER `'LAN � 1 I/2" TJZ FLOOD \ 1/4" KNIFE PLATE X :--'AST PER \ GL BEAM PER FLOOR JOIST PER IN 3/8" SAWKERF WITH it I I ✓W� FLAN GL B - ---- - --- PLAN (2) 3;'4" DIA. BOLTS - - GL BEAMS PER FLAN EACH BEAM 3 SIDES SIMPSON "HGLT° TO COL. 3/I6 HANGER 3/16 7_____\SIMF`SON HANGER HEADER `SIMPSON HANGER 1 41 4" 4" PRALLAM OR GLU-LAM PER SCHEDULE PER PLAN PER SCHEDULE r r� BEAM PER PLAN SHEET S2.1 SHEET 52.1 LEWIS & VAN V L E E T INC. . FRAMING DETAIL �i FRAMING DETAILr23'� FRAMING DETAIL r2_4'� FRAMING DETAIL 25 FRAMING DETAIL eeeoN .�bo I�OOENOoI�NEERS .^ WS22-21 " = I'-2" •- ., " " � Wsn-n 3,4* = I'-0 � '� WS22-23 I" = I'-0" WS22-2a I" = I'-0" - y L. 2, 2, MAYO-2 r' = I'-0" tualotin or 97082 (503) 1185.8805 hone BUP9355 SW McDonald Str. (503 885.1208 tax 9 of 73 z000-oozos _ LEGIBILITY STRIP `T^ 0= 2 3 4 5 6 7 8 9 IO 11 12 13 14 16 17 18 19 20 21 22 23 24 25 26 27 28 29 3C . ZII 11 01 NOW 0 l08 _ � �.� !111tvJ�ltJ�l�loll(11�1•>. ► li l�J l l.�l_t_1>��L�l►Il� �l�l�l i lel a.la.I�� Ila .I�11JiLJ LIL��t ilaa l,!� 1�.1.�1I.1�.�1.� tIL oa -'.. ._: .. ... - �. Y.wawl,ryMM..w"nMM1�YMYFt...«.,»o+•,wrN.lw..w✓Y. -� �y /HEADER PER PLAN TJZ B_OCKPNG F-COR JOIST Gl J-SAM PER P_AN . BEAM PER SIMPSDN "LU" t A TIMBERSTRAND HANGERS\ t �:l LA • TJI BLOCKING TJI BLOCKING RIM JOIST GL BEAM PER PLAN ! Y r-LOOR JOIST FLOOR JOIST SIMPSON "MST6m" I 12d EACH SIDE PER PLAN�_ PER PLAN I I J BEAM TO PLATE - EACH JOIST EXPIRES 6 - - - SIMPSON "MST48" T �-- 2X JOIST PER PLAN HEADER TO PLATE I / FLOOR JOIST 11/2" X II 1/8" PER P_AN SIMP O "MST48"� DOUBLE PLATE• — TIMBERSTRAND RIM DOUBLE STUD FULL ACROSS BEAM A .IriN FACE OF BE-V _ _- � FULL HEIGHT STUD JOI5T WITH 12d TOENAIL T EACH SIDE WITH r hG FADE OF F_:.TE I AT 8' O.C. AND 12d 1 HEIGHT WITH (6) 16d 1 Ahr. STRAP wZTH TO BEAM (4) 16d TO BEAM PARALLAM HEADER TOP AND BOTTOM ~ 51MP50N 'MST60" HEADER PER PLAN f A -OFFSET TO FAR FACE EACH JOIST J PR VIDE ADDITIONAL n ONE SIDE OF WALL �' W TUDS As REQUIRED (3) CRIPPLE STUDS GL BEAM PER PLAN / �., DOUBLE CRIPPLE STUD f F HANGER NAILING DOUBLE STUD FULL HEIGHT ✓,.�JBi_E CRZPF'�E ST,.0 -- �`y" _ SCUD CRIPPLE -----_ . - _L_1 / i I__ � 1 7� c, STUDS WITH PLY WOOD AS REQUIRED BELOW BM. SIMPSON "HHUS410.. 0 J c HANGER 9 FRAMING DETAIL FRAMING DETAIL r3 FRAMING DETAIL �4 FRAMING DETAIL FRAMING DETAIL ° w5:3 = I -0" '� WS23-2 I' = I'-0" 2. WS23-3 I = I'-0' 2. WS23-4 I' = I'-0" ',1 WS23-5 " = I'-0'' 2 w o ..... o TJI BLOCKING v i - / x TIMBERSTRAND� ` - TJI - ' 2 II!16 x It 1/8 PARALLAM — RIM JOIST HEADER PER PLAN ---- - --- -SEE 3 .77 -SEE 52.2 a SIMPSDN HANGERS ------- HEADER PER SCHEDULE "[ ••:;f-�': 'FR r�.:N , /2X JOIST � _ • - _-• --� 2X JOIST T MBERSTRAND _ --- PER PLAN � IM JOIST AT I — ------��,� ��11/2" X It 1;g" 2X BLOCKING OPENING TIMBERSTRAND �tT � d - - HEADER IN SIMPSDN ti T1I 7 "ITT" HANGERS TJI J � •TJI BET OND I � � -------- � -- - -_-•• - - • I PER PLAN \ ' ' _ - .. _ _ _ ---.--,-- _ _ JOIST PER 12d EACH SIDE J HANGER PER PLAN EACH JOIST E. SHEET 52.1 —_ V 1 �+`-- TTM ERSTRAND, Li r RUN PARALLAM 'I "/ RIM JOIST � /\x \ I 1/8" T EXrF'hC �+F:•DER RIM JOIST TO FAR SIDE OF M HEADER WALL 51 _I MST48 \ AS REG�uIREC FOR DOUBLE STUD HEADER TO PLATE \� FLOOR JOIST •+.:LAGER h.:ZLZNG BELOW HEADER (BEYOND) I t I,'2" XII �;8' �� PER PL•:N '3" MIN. TJI RIM JOIST J / _ TIMBERSTRAND RIM PER i r---�- JOIST WITH 12d TOENAIL DOUBLE CRIPPLE } - \ GOVT, DOUBLE PLATE -- - ~ 52,2 STUD 4T 8" O.C. AND 12d -SPLICE PERDOUBLE S*UD TOP AND BOTTOM 052.2FULL HEIGHT r, EACH JOIST HEADER SEE 15- I --- PER PLAN FRAMING DETAIL FRAMING DETAIL F=RAMING DETAIL _ FRAMING DETAIL �� FRAMING DETAIL C.'- WS23-6 I = I'-0" 2.3 WS23-1 I" = I'-0" `, WS23-8 3/4" c 1'-0" 2. MAY6-1 3/4' c 1'-0" MAT vI-3 r I'-F'' F� F� •+ EDGE NAIL WALL SHEATHING AT DOUBLE STUD/POST ECCE NZI ;AT t SHEATHING AT I DOUBLE STUD kIM JOIST I PROVIDE ADDITIONAL SIMPSDN HOLDOWN I CRIPPLE STUDS A5 REQ'D. r-RCvIDE DOUBLE STUD PER PLAN ABOVE TJI JOIST PER "DO, VE :.NC HEI._Ow ..T I AND BELOW STR.'.F' -CCATICN , ' PLAN I FLOOR JOIST I I PER PLAN SIMPSDN STR.:.P �r - � PER P,_4N - ------- ' T31 BLOCKING OR RIM JOIST AS OCCURS DRILL PLATES FOR N-::, EGIUA TC HOLDOWN ANCHOR DOUBLEE STUC -- BOLT .,BC,/E ANC BEL.Ow - --- - -- -PROVIDE DOUBLE STUD/ 5EE PLAN FOR T-_-_ ---`��- I POST ABOVE AND BELOW FRAMING CONDITION I FULL HEIGHT PER SCHEDULE DETAIL I 51,2 I i I i FRAMING DETAIL RMSIOM FRAMING DETAIL FLR►-10LDOWN 1 4 1 I • «E LEWIS & VAN VLEET INC. � CONSULTING ENL31NEERS 18880 sw boones Lorry road tualOtln, Or On 97082 9355 SW McQonald Str. R03 885.8605 phone BLIP 2000.00206 0.5) 885.1206 fox 40 of 73 e • LEGIBILITY STRIP 0 - Qi'' �� ,i �i„Illlllilillll�l ii;lll !illli iilii�lllliii II Iiilil�l�ulllllli�l!III! �� !IIIr” II I !iilliiiil:ilii ' 2 2� 2'6 28 276 ,Omr••�i 6 7 8 9 10 I 16 17 IA 19 20 21 2 4 29 30 al 11 OIb HON 111�q,Om l •,... '�'� MRY4k41MMlM. �p5V4P.f"-t _ R MM1!"PoC+l�.N`•na•»^iMW`dMn•pM.ww9}91'M.wwNr+�. .. J ' w�.y�pnp"'.' ar.FJIIf.AI'h'Mzkfw'f'tOM1!Mt..lfN.M+1r'rov...�M,. . ....,,_. ..,.....+.+•.-..e+ ... t •r�+w++quT.�;w±...YNM*ARMA.^ao'.A.nh,.,.,..yM..nMMAM'R,�!�MIF•w.....,. .._.. .....-.... .. ...,.,,,., . ... .. ;.v.......,w- ,osr,:e •. .. ,. "�„`-.." ... 'RM - ... -Ms*e 7M- +..,...n.......,�., •.. .,-. .. ......- ., •..., ., ..:.:. ._..._..,.,..• .. «.�•n•:...-:+.Fw+www+*e•,:w4wt..Aae®ik:. A 1{ ' 1 .a f wGGG `[.iCS T_4 ..,COD TRUSS 1-5 AT �4' G.G. WOOD TRUSS T-4 ,wOCG TRUSS T-3 y AT 24" O.C. / AT 24' O.G. C_ .�.�5 T-a • a / `004 O G S T_A +iOD TRUSS T-4 o / S:.s. - - 5 WOOD TF.;S:; T-4 w - ` GGG TRJSS T-4 AT 24'' O.G. \ 1 11 i PROVIDE SIMPSON 53.2 �3.2/ f'• A* 24' I S T-4. -_Im_m SUR24 SUL24 HANGERS 10_�^ WOOD TRUSS T- �` SEE -EE F S2.1 . M FOR A 124'' G.G. AT JACK TRUSS AT HIP T -'� AT 24" C.C. - - - . - _ - . _ / % _00:G Ti..55 T-4 w iOD TRIJS • AT ia' O.C. � SEE SHEET 52.1 BE_C. f'RO/IDE DBL. STUD \ \\ GIRDER 2 / TYPICAL -� GIRDER FOR LOW ROOF 1 I /' .T 1. �_C. --- - - ` +k th , ♦ - t- -r - t t - 4 � r EXPIR;S 6-30--00 h - - ✓ . _ - ` BE OW ALL GIRDERS SIM. 39.1 WOOD TRUSS T-12 1 -- --- 53.2 AT 24 TRIJ.SS T-4 FRAMING BELOW \� ..-On O FDN. OR �. 53.2 AT 2i4 O.C. \ AT 24" O.G. - y - - _\--- -- ---- - - ter- tf y X53.2 53.i +E•-DEFT BErOw -T rP WOO(J TRUSS T-4 IA I -� -- 4. t v ♦• --- - -- -7 AT 214 O.G. 3.2 53.2 • `► a , .a- \ - -+ - - -- -- --- 1- _ - I - - - - - --- - ----- --- - -- - - >y•- _,�' - -- - - �- - - - - - - - - _- -- - - - - - -------------- - ---- - ' _ i - - - ^" '�� - -- -+...' { - - - - - - - - +{ - - #' '�_"�- - - - --- `_' ""- - e�� _ 53.2 ar C + �-- - - - - -------_ r_-_ _L ---- - - -------- -- - - - - �'_ _ 2 _.._ NppD TRU55 I„ D 1 USS T- i 53 - TRUSS TR-I __._. -` F- o � 1� � 1 s G 3 �; GiO?21J55'T�T--j 13 ' T'?4T 24, O.C. r 2a`USg `81 `� I-- - krs wOCD tR 1 Z 1, U5 t 0 TRUSS_ T+2 -,_ J 4'_.Z4 i.; 53r Z '� '' a.c.- 'C SS-- - _ 2 �00p� WOOD w00 TR.S T-! u! .AI24'-�.0_ J 2 I 1T - - - - ---- I l7 4 C •? --_�GIRDER G- y>0 ,ya° O I A� q �. I - 4 ..T 'sA 04,- - - - . ___- . .� i G 5 I/9 x I - -- r• - - -_ _ _ .--__ Z I I O TRUSST-I -� 12 17.,-_ ' T - ___ _ •- - I - ' B 5 5 'I I -� 111! - 1 S3.2ii .-1--- - * J a wOOC TRUSS T- � i I _ _ -- - t ..T 2a" O.0 r SI -• - i ._-..._ I • , � II -. � ___________ _ _ i;,� Jn - ,. � 53.2 � WOOD TRUSS T-�--� , y ,' -53.x'I < o ---i I -+ AT 24" O.C. ---- .., PROVIDE TRUSS AT room# I - X ' � �► -� I _ _ STRAP ADDITIONAL MECH. UNIT � In � _ .. q _ - A5 REQUIRED (SPAN 3 JOISTS) i i •U _ 53.241 D'Alc • �- �+ -----+_ -boo# MECH. UNIT 10 / 8'-�' � o +�+'t=-=. _____-�_-_--____ "�__ _- - -- - - - -- - -'--L- ' (SPAN 3 JOISTS) ' .- ,'' s-�_ _'_�. t� _._.- � ' I ' i i � - III _.. --� -------- •_ --- - --- r --- --- ----- --- �- ��.':�-��i•i fir=._ - -- '°-*' ^"'-- ----s-s*.-•,�r ._. 4 r h ROOF JOISTS IN MECH. ' .(o _ 1 , 'r,Q�s -BEL 3.2� � 2 5 G• s - - = 1 (� � J,-�0' WELL DESIGNED FOR I Gs 53.2 2 1100 31'2 T PS 1 aF T --•-- 40 PSF LOAD (TO 4 4 . _ - - ARiOMODATE SNOW MECH. UNIT i i 533 -1 i 53.a I J t 24 O ' D TI IN ADDITION _ (SPAN 2 PSL) i;i U - U i i qT 24" O.G. 1 53.2 /E -- . , I TO BASE SNOW LOAD _ TRUSS T-1 ' „ u I -- - .-- „I a ?TI jQ 25 ---- ABOVE B, V 14 ;, OF 25 PSF 0 �` -•---_ I I f 3 _ -_ -- -- TRUSS T IIZZ 53 2 •--- `',�l F:ELOW �� 1 153.2 ''-- 10 i�i I -r -T, - _ AT 24' O.G. - �, S3 TTTD I „ u w c I 53.2 Y i i- - / 53.2 ' r - IA SSM• , GLS IIB x 21 C z 11/8" J U - -_�*__�� I ' 15 V' IS I t� 300391 I I g X i GL 5 li 8 x 27 C s I 1 8 . I 53.2 BELOW X I 6 All r MECH. UNIT I r r ' U --- »-�--.- 3 _ 510 MECH. UNIT 1 I I i 53.3 ` 1 _ N (SPAN 3 JOISTS) (SPAN 2 JOISTS) 'f°RO'/IDE TRUSS., � � �, -... � AT 3TR`P_�h ROCF !2J Z x 6 HEADER aT - X53.3 - _~� I I I I ` ul 8 '1 ~ �,, -t1 P=41- ., - IJ I I t _ J I W D TR SS -9 I P PROVIDE TR'JS� .� , wINCOw ABOVE _ -- - /TRUSS ' S3.2 L AT STEP IN ROAT 24" O. 3• ; 2T_-1 1 -TYPICAL 50 l - - - _ -- - - - T --- - O S _._ _ . 2 _ -''`2s -0 �_ C� r ,l7 I' 72/ RO 250 qT 24l _.__ i -�'►'. 2 53.3 WOOD RUSS T-I' �. ,��-_-�. G 16 2 t4'' �_--- 2 15� - -• '�' Er' _ 53. 144 MECH. UNIT 600 MECH. UNIT I _ _ „ u1 , �- BELOW ij. AT 24 C. 0' 53.2 _ ( 2 53.2 SQ G•�� 4... c ---- ---- - - I - .�. r A \ SIM 4 ��%'(� i X53.2 3 �t �0 ....-.-r t r _ - w+.rt r�r --------- - - - 53.3 _- -- .�._.-......_.-•,,,- .._ -: w 1 -r--') I '••_ ( -- ----- ---_---- -- - -- -- _- -_-_-_-s=_ 3.13 f-5 t-b- 'f ====_- -__- ---_ _ --_ . ._- rc - -- i ... v� _ . ..._ _..» OOp T U BUSS T-? a°�, TC T RUSS T- AT 2a O I -_ �,r,�1i :3�2� L -�- �7 ( `l• DIAPHRAGM - a ' .�-► WOOD RU S -5 X DI PHRAGM AT 24" 0, yt.- . - m � X � I O T US T-5 � j t� rt- _ r f► .F m q / AT 24" O.C. AVI P 1 ' :1• vpC �I inII IA 53.2 r i Q3� �' -- 1 : "t U _8 &534 _ ~ I - -. - r - -- IRDER T-8 53.4 • - - -" _- -- - ---- -- - -- TRU55 - -_ _ T- S3. \ �rY-- - j W OC 'LZJSS T-4 C� _ _.�� .- d -.R�S r -- = -- ---C'_------- I - T Tf�`' -- I I r AT s4' C. TRUSS T-14 1 O. tR 5 2 - 3 - OD TR 00 2 O Im : x 604 1 -�--- -2 3. I TRUSS T-14 `• wP / (2) 10 AT I 53.4 r T 4 r Z D R -I GIRDER 5-1 _ __ _ _ _ (2 _2 1 I , C ) r O -� . - -- - -- ---- , -- - - i -T -- - -- -- -= 3 - _ (2 2xl - -- - - - - - - -- ZRDER G-1 GIRD R '=1 - -- __ -- -- - ---- - _--2 _1 - - - - --- - - 1 - ----- .. _OOQT =------_-_ _ __ -- -- _.. - - - -- - ------ - -_ - - - h _ - �. GIRDER �#\ (y 115 T 12 (�- - - - - P L i 53.2, TRUSS GIRDER G-4 -1 53.2 3.3 53.4 TRUSS GIRDER G 4 53.2 '� T1 . HZF TRUSS H-I 53.4 �. �- 2 6 FRAMING - ---- 2 8'-rv' \• �2; A Ste:% AT 24' O.G. 4 , 53.4 HIP TRUSS H-1 _ ' wOCC TRUSS T-12 HIP TRUSS H-I' I I _ SIM. 8'-0" 53.4 I \� 6 ,r HIP TRUSS H-I WOOD TRUSS T-12 PROVIDE DOUBLE STJD WOOD RJSS T-4 ___ - __ wOUD TRUSS T_4 53.4 aT 24° O.C. I 53.2 At 24" AT a4 C C 3.4 _ f AT 2a" O.C.. , BELOW ALL GIRDERS C S. PROVIDE SIMPSON SUR24/SUL24/ CONT. TO HEADER OR WOOD TRUSS 1-4 �'� HZP (BOHANGERS T JACK CHORD) TRUSS CAT FDN. BELOW -TY PIGAI- AT 24" 0.C. SEE SHEET;52.1 FOR LOW ROOF FRAMING BELOW 1 -P 14 14'-E 1*-0" 14'-0° 15'-8" 111-511 15'-8" 14'-0° 14'-0" 14'-®° 14'-0" I 14'-0" '4'-A 1 4" r - - _• - __.____ - - ' 234'-I0 I/2" TRUSS R • SION8 NAIL 2 x b FASCIA " - --_ ,- - TC 1-AST TRUSS wiTH J (4; Iba -FROVTDE tQ I SCLIC i.-ES KI�..ERS EaGN SICE OF T71S_ _ TRUSS _ 4'�,t• I ROOD FRAMING PL�4N , 2a w NOTES: KEYNOTES. 1.) ROOF SHEATHING TO BE 5/8" CDX PLYWOOD, MIN. PANEL INDEX 32/16. NAIL SHEATHING WITH 10d NAILS AT 6" O.C. ALL SUPPORTED PANEL EDGES AND 10d AT 12" O.C. FIELD. (I STRAP JOIST TO JOIST ACROSS RIDGE WITH 6'-0" SECTION OF SIMPSON "CS16" COIL STRAP WITH I0d NAILS AT 4 1/8" O.G. TRI' BCTTCM -r QIP r X 6 �' -G REGUIREC , -AT HATCHED AREAS=BLOCK ALL PANEL EDGES AND NAIL O STRAP JOIST TO TRUSS WITH 6'-0" SECTION OF SIMPSON "C516" - WITH 10d NAILS AT 4 O.C. ALL PANEL EDGES AND 10d AT 12 O.C. FIELD, 2 SC 45 NOT 1 C F'RC:ECT '� BELCw SCFr2* ry '� � � ,II �--! COIL STRAP WITH IP)d NAILS AT 4 I/8" O.C. - O3 ALIGN ONE TRUSS WITH LEDGER BEYOND AND STRAP PER \ TRUSS 2•) CONTRACTOR TO VERIFY SIZE AND LOCATION OF MECHANICAL UNITS. NOTIFY ENGINEER 53.2 _ y OF ANY DISCREPANCIES. SEE PLAN FOR NUMBER OF JOISTS REQUIRED FOR SUPPORT 3 J_ ` 2 X 6 FASCIA ® ALIGN ONE TRUSS WITH LEDGER AND STRAP WITH COIL STRAP PER � - K ' OF '.!NITS. ADD ADDITIONAL JOISTS A5 REQUIRED 53.2 ;�-�� • NAIL 2 x 6 FASCIA TO 'v:+IL EACH 2 x fi; INTERMEDIATE TRUSSES ARCH. FASCIA O5 PROVIDE 40'-0" LENGTH OF SIMPSON "CSI6" COIL STRAP. NAIL WITH 3•) 'T- -INDICATES TRUSS TYPE. SEE SHEET 53.3 FOR PROFILES AND LOADING DIAGRAMS 10d NAILS AT 4 1/8" O.C. TO 4 X 4 BLOCKING (IN SIMPSON "F44" HANGERS), FASCIA TC "Tp BEAN WITH (2) 16d TDP PLATE OF WALL, TRUSS. SEE OR TRUSS WITH (A; 'ba d, FRAMING DETAIL 4,) ALL HEADERS TO BE (2) 2 X 6 UNLESS NOTED OTHERWISE ON PLAN. 8 jig 5 53.2 53.4 F x 6 x 8-E" MIN. S 5.) OX -INDICATES KEYNOTES. SEE THIS SHEET FOR SCHEDULE LEWIS & VAN V L E E•T INC . FASCIA EACH wAti CONSULTING ENGINEERS °•� , I TYPICAL SOFIT FRAMING AT CORNERS CO ew tl TIN torr road 9355 SW McDonald Str. tuolottn, oreyon 97082 BUP 20oo-oozos 503 885.8805 phone 5033 885.1208 fax 41 of 73 i " LEGIBILITY STRIP � m 'IIIIIIIIIIIIIiIIIlilllll!!III��III'IIiI,ili , ,,, i , 1, ., i �ii'Il,i ,,, ,,, ,i ;!!Iulllllullltlllln�l!I! :I: ,. ,, O 2 3 4 g 7 8 9 IO if 12 13 14 16 17 I& 1'9 20 2'1 22 23 24 25 118 91 28 29 30 01 .!1111��111.1tW 1 .111��.�Wa111 ►W11111��1�1.��1�1�1�1►11..111.1.1.01L✓11d1.1.1h1[lel_fi_jjtL1.1J1tthbli111AT111-tl�.11.l.ta�i�.I�.1� .1 �J.Itl�I1.l �tl-I.1�.�1.I. J.I . I H�NI • 108 � 1. �.1�1,�1 .1.1.J.>,1.tJ..�1�1�Ja.I.�J.�L1IJ.f�11�1��.1�1.11i.1il�J�.i�.�11� ,.. . .. .: :.. ... ..,M.�M+!MtrvrP!Mw•�..,x+Vrnt+i.�.+q�Y+ra.n,qw+w, ..A.vd,,,,wfinwr.w,,....+...,.+wwr.,nv.-M»-:Mn �.,,.wn......,.. b .,.. '.1 'r•MtNAT.Rt Mn-.wy .w`;. .. .... .... .... .w a w•.+al++.r......_ ri^ ,••w.._....r• r.r ....,n ."..+.+e..w...v ...wr.i..+Mwiwww....,......."-_.nr ..•.,.. ..,...-.....__...... ._. ... ._......-•.. ..........-..._..... . .. .._-,. . . M�E'tM9fMMi1WM^•^ ..,M.w .Mq.wa.+•paw•,•r n. � D i r, is EDGE NAIL ROOF SHEATHING AT LEDGER (3) I(od TO HIP BEAM � w �-- WOOD TRUSS AT ' 24 O.C. SPLICE LEDGER WITH � - �� E--,SE N..Z_ RG✓r ,, •=T :.4 G.0 _ _ SIDE AL JOINT ONE GLU-LAM BEAM HIP PER PLAN ' SIDE ALL JOINTS i I , SHE-THING �.� - PER PLAN B-GCKI'. WEB _ / .• --. r B` � -�--NEB STIFFENER STIFFENERGGKIN, \ ' , EN: :.Na- TOP / ,.�/ / \ - 1 1/2" S \.- «F.F';;'✓ ..IT 2TRUSS AT 24" C.C. IDE WALL 7ACK ~ SHEATHING 1 j \ EAPIR _ cS 6-30-UC TJI RAFTER HOLD DOWN _ -E .:�c t►• / j PER PLAN .. z-- I 1/2" FDR -� o y "T -GNTRACTORS OPTION, SIMP50N "LSSU125" VENTILATION ,% PRG/IDE 20" TJI/L65 ! / HANGER F---- 2-0" \ '0 l y l B-OGKING IN LIEU OF y BJ'LT �P BLOCKING 1 1/2" X 16" TIMBERSTRAND - ---- EAR TRUSS 4" LEDGER WITH (5) Ibd TO EACH TRUSS 2) 16d \ Z o, f- - ` •• `2 X 4 FLAT EAC.I4 TRUSS TJI RAFTER 7 •• SIMPSON "LSSU125" n • F:.SCIA FRAMIN / SIMPSON '435' ' � ', (I� WITH fbd AT 16" O.C. TO PER PLAN HANGERS _. ---�---- �- PER ARCH. P AT 24" O.C. 53.2 TRUSS VERTICAL -BUTT + G7 S.M SON 'H3 SEE FOR 7. EACH TRUSS - ADDITIONAL TIGHT TO LEDGER _e ;,RILL'CJT SHEATHING / FuRRING WALL- ~ c' C P INFORMATION ENDWALL JACK T, s AT B GGKING 'T / ONT. DOUBLE LATE 57MPSON ''H3" W` ~ T EACH TRUSS FRAMING DETAIL TRUSS AT 24" O.C. !I `SEE 3 a 48 AND NAIL WITH - 1 HOLES EACH PIECE / 2i '6a �. 6" C.G. ALA CONT. DOUBLE PLATE J SPICES -Tl PICAL UNLESS I, j 2 X 4 BLOCKING -SPLICE PER 521-10 I" = I'-0 I c 3. CONT. WITH Iii �3 2 0 lad AT 8" O.C. CTHERwISE NOTED ON PLAN TOENAIL AT 8" O.G. �'� RUN PLYWOOD SHEATHING L'; a FULL HEIGHT PAST LEDGER FRAMING DETAIL �. FRAMING DETAIL 2 FRAMING DETAIL WOOD TRUSSES, 4 FRAMING DETAIL MA1-8-21 " = I'-f0" S22-4 t" = I'-0" AT 24" O.C. ` 3. OGT4- 4 _ � TRUSS GIRDER PER PLAN -,.rK _ EXTEND TOP CHORD OF -• �' END WALL JACK UP TO i�ECGE NAIL.. C� HIP LINE SHEATH AND NAIL GIRDER HIP BEAU F ERF «ti FULL LENGTH ONE SIDE � PER SHEAR WALL/� 2 X 4 BLOCKING CONT. STEP UP EA. L \ a ENCwALL JACK _- ,,.r -� TRUSS TO ' \ z I� K �i BEAR TOP !` SHEATH AND N41- � c TRUSS AT 24" O.G. CHORD OF I pER SHEAR wALL�A Q ` L'NDWALL �` / i JACK 771 PROVIDE VERTICAL / l CONT. 2 X 6 BLOCKING =� �a WEB HERE- TYPICAL HIP SHEATHING CONT. OVER `� „ ^ITH 16d AT 8" O.C. r0040 ' ECCE NAIL A y'�' '✓ ~%� TRUSS 1 LOWER LEVEL TRUSSES ~--- ROOF TRUSS--' ROOF ,'OiST - .._.-.�-_ PER f'L:N \ AT 24'' O.G. 2 X 4 CONT, BLOCKING ----'� �— GL ►BEAM ♦ (. TRUSS j WITH 16d AT 8" O.G. WOOD TRUSS '� PER PLAN SEE f 53.2,{ FOR GIRDER J %:1END WALL JACK SEE SIMPSON "HUS2l'so" AT 24" O.C. ` TTRUSS GIRDERS3. SIMPSON "LU26" HANGERS SIMPSON LJ.h H..'v5ERS ADDITIONAL 11 TRUSS AT 24' O.C. INFORMATION SIMPSON NGER 1 HANGERS 8 FRAMING DETAIL SIMPSON "LU24" �,� HANGERS .1-Z FRAMING C)ETAIL FRAMING DETAIL C ^ OCT4_12 3 4 -0" � -� s22-im 3/4 : I,- STUDS 1 FRAMING DETAIL , , , , , , , , , h. 0 .1 , , , '�' � / •s STUDS AT 16" G.C. APRILII-I I" c I'-Q)" LOUveERNDTT OCCURS SOME �� WOOD TRUSS AT 24" O.C. w -1 CONDITIONS SEE ARCH T .- CONT. DOUBLE PLATE� SHF•'•' .aD N,•IL �� WOOD TRUSS AT RUN SHEATHING CONT. _:j"13t F'ER ,f�•; i • i; .• . y . . . .• r , r� , . , �a,� 24" O.G. BELOW PIGGY 54CK _ �t ;r1 w,:ti� ,; ✓ ``�•� �- CONT. 2 x BLOCKING TRUSSES- CUT VENTILATION WOOD TRUSS•c- O WITH 16d AT 8" O.C. OPENINGS LS REQUIRED (SEE ARCH.) T 24" O.C. "•:E'EN' .•'•tE' GUT BLOCK ALL OPENINGS W/ 2 X 4 FLAT BUILD UP WITH 2 X 4 AND NAIL OUTLINE WITH SHEATH AND NAIL Q �' PER SHEAR WALL \� 2 X 4 BLOCKING PLATES ON BEAM 10d AT 6" O.C. /- E�•GH TRUSS ti AS REQUIRED GGY BACK / 4 B�CGKING �r-°f " \ \ PER TRUSS IAT 24" O.C. /J f �.'` r 53.2 l 5HEA H AND NAIL 2 X 4 AT 16" C.C. i • `` �- SHAPED PLATE CUT ' PER Imd AT 6" O.C. _- FROM 2X WITH 16d V SIMPSON HANGER PER \ �p - EACH TRUSS 52MF'SON SCHEDULE, SHEET S2.1 .•I HANGERS .� - - , GIRDER SIMPSON H3'' „ „ A— BELOWFRAMIDOR CONT, rRu55 � BELOW DORMER i EACH TRUSS / SIMPSON LU26 ✓� /ENT HOLES HANGERS ER ARCH. j 1 CONT- DOUBLE PLATE' � A / -LAP PER 2 X 4 B-OCKING WHERE ROOFS T 51-11 JOIN / ' �sD � WITH 16d At 8" O.C. ROOF TRUSS 4T•,, / t t ' + i 24" O.G. \ I I I ;_" x +I 'I 8" TIMBERSTRAND "" ♦ i I 1 1 LEDGER WITH (6) Ibd \ ROOF JOIST PER PGL LAN � ROOF JOIST AM EACH STUD PER PLAN I � wCOD TRUSSES PER PLAN - - 41 24" O.G RUN SHEATHING FULL SIMPSON HANGER PER — HEIGHT BEHIND LEDGER SCHEDULE, SHEET 52.1 1 FRAMING DETAIL _ �� FRAMING DETAIL 11 FRAMING DETAIL 12 FRAMING DETAIL FRAMING DETAIL 5:'•-N 3 4' _ -E" APRILI2-2 '" = I'-0" APRILI2-3 1" = I'-0" TRUSS-2 1 • I O ^ S32-13 3,,4' = 1'-0" SHEATH AND NAIL FER d / SNEAR WALL/� 6 `-ate SHAPED PLATE GUT FROM TOP CHORD OF END 1 E / 4 Y. 6 WITH /WALL TRUSS BEYOND X 6 AT +6' O.C. / TRUSS TOP IS LOW SLOPE -FOR WINDOW WELL AT SPA. CONDITION .PROVIDE 2 X a REMSIONS 2 X 4 BLOCKING BLOCKING AT SLOPE CONT. DOUBLE PLATE CONT. TOP AND EDGE NAIL ROOF j BOTTOM BREAK IO SIM. 2 X 4 STUDS AT 16" O.C. � SHEATHING AT WALL CONDITION SHEATH AND NAIL PER SHEAR WALL 1 2 X 4 PLATE WITH WOOD TRUSS�, 16d AT 8" O.C.` wCOC TRUSS AT 24" O.C. At 24" O.C. CONT. DOUBLE _ Lv 'LATE -SPLICE CVERII TRUSS GIRDER / RIDGE WITH SZ'�+r'Sc.". 2X RAFtER ST6224' ON WALL / WOOD TRUSS "'ER PLAN 4T 24" O.C. �+�� FRAMs GABLE wA& ,.. FULL ►+EZ:a�T � -- SIMPSON "LU26" -,.E ,,; :-IF HANGERS r / TJI JOIST / \'GL BEAM PER PLAN ✓ C � \`SIMPSON "H3" 2 X 4 CONT. � SIMPSON "H3" i X 4 ONT. PER PLAN BLOGKtNG \ EACH TRJ55 TOP ANDLBOT?OM \`�\ EACH TRUSS CONT. DOUBL LATE CONT. DOUBLE PLATE �P SIMPSON HANGER PER/ SPLICE PER; 1� _ SCHEDULE, SHEET 52.1 " FRAMING DETAIL '� 1 . 532/ LEWIS & VAN VLEET INC. FRAMING DETARL FRAMING DETAIL 1"_t FRAMING DETAIL CON 9 U LT 1 N G ENGINEERS d.,_ , 53Z-'a = _O C " S32-I6 3/•d 11-011 '� MAY4-I I" - 1-r>" 503 885.805 hone 93..5 SW McDonald Str. 18880 sw boones fern road �J,''� 532-15 3 4' : I'-0 ,� ^ y tualatin, a on ps7o82 ROUP z000-oo2os 5033 885.1208 fax 42 of 73 1 I..EGIBILTTY STRIP ` ^ O ' 2 3 4 5 6 7 8 9 10 11 12 13 14 16 17 It3 19 20 21 22 23 24 25 28 f27 28 29 30 z1 IIII''III'I'i I'I'III1III'I'I''' 01 1''I'I'I1 IIT 'I'I'I'�1 II'i'I'I'I �I,I'I1I'I'I1I 'IIIII11'I'I'I N�NI i IOZ �. ILW� JJ .146�.r�.I1 ULUl I I.� lUIJ 4►�I1JJ I L �UPJ J 1 ) Oz ..-,:: _ ��wn�«*+�wm'•a».«wrrwY,.lo,y.+ .a•..W •aK+.ew�+lwhn»w.«,•.+.+.. .. .. ,«..:..._....+..,,,n....,., Nw+.n ,«;a:.a.aa..,.+++r+.,.w.ws.w++ �+wkA..ww, ..MwaiM.Mb.t+u•.w.,,.q•h,.,..« rrwww.r .�n...w..,„.,,.,.,,, .. .wN•fMMwpar•wfl-wesp•.9.n.,:n IdN�'I+Mrs..+p«FYr1hM,•Nfwr.,..w,r.,«.,x...rrw.«.a,r.....v,.•r..•-..µ «..........,..,..,«,.w»..:a.o-m»...r„....,.,<..e..«.:.wwwene•..•-»^....,•..�+N..w.+.ir�• .-«..�.'wAN+iY•da .,w .«�.w+•+:..^e.RMC i4Jfi..« .., ., a.+�pf.a. w�ryw♦.. - ,: .. -.. -. ... �.«, rs+•s�ahl+w•+�*wnrinurww*�M�.•� .. .... - r.i �i7 I i C I L TRJ55 B_OGK:NG FER i - . �� - -- /IQix53.2 53 ,FOOD TRJss TRUSS ELEVATIONS / LOADING DIAGRAMS: rZ ir 7'_Z - L � r r t�f=�r r-rz f s-rr r NOTES: 611 IJ< y W! LLT = 50 P-; I.) TRUSS PROFILES ARE SCHEMATIC. TRUSS MFR. TO VERIFY TRUSS DIMENSIONS AND PROFILES - -`_—- L-LB = 0 PL.;: WITH DRAWINGS AND DETAILS. DLT = 20 P_;7 DLB = 20 F_F p �' 2.) DESIGN LOADS FOR ALL TRUSSES AND GIRDERS ARE AS SHOWN. AS AN ALTERNATE LOAD SHEATH AND NAIL CASE PROVIDE 20 PLF LIVE LOAD ON BOTTOM CHORD WITH ALL INDICATED DEAD LOADS. PER SHEAR WALL w' -LT = 56 P.-= I SIMPSON MST(00" ' 3.) TRU55 CONFIGURATION (WEBS) TO BE AT CONTRACTORS OPTION. L-B = 0 PL.r EXPIRES 6-30 0 BEAM rO '"'-`- 2 X 6 BLOCKING WITH 4 ) ALL TRUSS HADLT = 0 PLF /16d AT 8" O.G. TO • RDWARE TO BE BY SIMPSON STRONG TIE. SIZES AS NOTED. -LB = 0 Pyr 2 X (P LEDGER 5.) ALL TRUSS GIRDERS TO BE 2 PLY (2- 2X) MINIMUM. TRUSS T-9 - WOO[; TRU55 ' AT 24' O.C. 6.) ALL TRUSS FRAMING A7 24" O.C. UNLESS NOTED OTHERWISE. n — I - T �-- GIRDER DIAGRAMS LEGEND: Z cn -ATE PER i LLT LIVE LOAD TOP CHORD TOP CHORD • . :., yl1 �LT = 50 PLS � 1 LLB = LIVE LOAD BOTTOM CHORD VARIES L_B = 0 PLF 2(2, nd EAGHRTF'J55 WITH / �------ W1 DLT = DEAD LOAD TOP CHORD � ti -- l DLT = 20 PLF I WEB'CHORD —- DLB = DEAD LOAD EOTTOM CHORD :.LB = 20 FL- V7 F-, EDGER ' TJI AND BLKG. / _ WI LLT = 50 PLF \SUP►=CR7 TOP C-ORD �ZhE OF E LLB = 325 PLF T THIS SIDE /'iv NOT SF�wN WOOD TRUSS DLT = 195 PLF ON E=•GH PER�FIDZCUL:•R 5«,Owhi SEE 1® �- I-SEE II GT 24" O.C. ONE a �,53.2� I 53•Z DLB = 20 PLF TRUSS DIAGRAMS o GLU-LAM QEdM PER PLAN - PRO 1IDE C� TRUSS T-10 GIRDER G—I FRAMING DETAIL. LLB = 0 PLF DOuB�E STUD FULL HEIGHT C C MAY4-18 I s 1 WOOD TRUSS G S {11 WI LLT = 50 PLF wIrN 6, i6c� TO BEAM ,,, —T� DLT = 20 PLF DLB = 20 PLF W, L`, = 50 -r f-- TP.'--.E CRIPPLE STUD WI LLT = 50 PLF __5 = 0 ''Lr- 20 'Lr 22 P � 3 LLB = 100 PLF p�T = LF FRAMING DETAIL OLT = 20 PLF TRUSS T—I D_B = 0 P�.F DLB = 50 PLF 2X R4FT R PER P FR•E_::GER WOOD TRUSS AT O a E E 'N --� 24" O.C. Z � :'f �uti 0516 COIL STRAP �� — -__ TRUSS T—il o �.� S� ! 531 GIRDER G-2 X <-G' WITH '00 NAILS AT _ < 6 C.C. STAGGERED TO �\ CONT. DOUBLE/ P P WI T = 50 P :.IRCER AND LEDGER LLLF 1 1� I � ` �_ PLATE 2 LLB = a PLF 1 WI - 4- WI DLT = 20 PLF WI LLT = 50 FLF -- ----- --- - - LLB = 0 PLF DLB = 20 PLF DLT = 20 PLF ,�' ALT = 5^ c. r \� \� DLB = 50 PL-r- LLB = 0 =_F -�- PROVIDE 2 X 4 STUD- TRUSS T-2 DLT 22= 1--_F AT EACH TRUSS AND W2 LLT = 50 PLF 2_^ Z X 4 FT \ \ NAIL WITH I6d TOP AND BOTTOM LLB = 100 PLF LA ' OVER NOO DLT = 20 PLF TRUSSDLB r 50 PLF wl i GIRDER G-3 P = 536# - TRUSS T-12 SEE t 53 WI LLT = 50 PLF (� _ \ LLB = 0 PLF `� 1 TOP CHORD DLT = 20 PLF r -- -- SHEATH AND RAIL PER WI � +��VARIES DLB = 20 PLF W1 . _- SHEAR WALL WI LLT = 50 PLF - LLB = 100 PLF SUPPORT TOP 71 EDGE NAIL DLT = 20 PLF CHORD ON EA. T •� - DLB = 110 PLF PERPENDICULAR �r, ALIGN 'rRJ55 WITH� 0 Y _ 2 X 6 LEDGER WITH (2) Ibd WI LLT = Z SII/ EACH STUD AND I6d AT 8" O.C. -- -- -- TRUSS PRO VIDE LLB TO BLOCKING PROVIDE DLT - . LEDGER y5 RED RED i �SIMPSON "H3" 7 VERTICAL LB = ` 2 X 4 CONT. VERTICAL TRUSS T-3 - BLOCKING �� EACH TRUSS SEE 1 'S 2 X 6 BLOCKING = \ GIRDER G-4 ,S",.: CONT. AT ROOF 1 CONT. DOUBLE PLATE LINE ' TRUSS T-13 WOOD TRUSS FRAMING DETAIL. P w AT 24" O.C. WI LLT = 50 PLF MAY4-3 3/4" = I'-0" WI LB = 0 PLF 3, - WI LLT = 50 PLF L W2 LAT = 50 r...F Q FRAMING DETAIL. GL BEAM PER PLAN LLB = 100 PLF DLT = 20 PLF C 4F'RIL26-1 3 4" = I'-0" FULL HEIGHT STUD DLB =20 PLF PLF DLB = 20 PLF Lp�B = ?P SwF J EACH SIDE WITH SIMPSON "ST6236" DLB = 10 � c --rip'A 4 FRAMING DETAIL - (8) I6d TO BEAM ACROSS BEAM MAY4-2 I" = 1'-01, W2 LLT = 50 PLF CONT. DDL - �` LLB = 100 PLF TRUSS T-4 TRUSS T-14 Q V - - ; LT = 20 PLF DLT EDGE N:.IL ROOF PLATE 4'-0" MIN. `�� DLB = 110 PLF s�F.:*NING AT ,�-. _------- - -- � GIRDER G-5 P = 880 �I WALL - _- # - SIMP5IL "C516" COIL_ STRAP r WI LLT = 50 PLF -- --- - - ------- WOOD TRUSS NAIL WITH 10d NAILS AT :.� :4 C. I P LLB = 0 PLF — -- --- --- Wl LLT = 5P. PLF FRAME ''BALL FULL � 4B" O.C. +,'- FULL LENGTH I � DLT = 0 PLF HEIGHT (h0 SPLICES) TO TJI OR 4 X 4 BLOCKING LLB = Z PLF CON* "C516 COIL\ j ! DLB = 0 PLF `'� L.L = 0 L F STRAP -EXT hD PAST '� W2 WI E �z=-- - WI LLB = 0 PLFF ENC OF WALL EACH `, � - END PER DLT = 20 PLF TRUSS T-5 53.3 V DLB = 20 PLF TRUSS T-15 TJI JOIST, W2 LLT = 50 PLF PER PLAN �, NAIL STRAP AT T'I � LLB = 125 PLF BLOCKING WITH 10c - ---� 8.4 DLT = 20 PLF � W2 w 1 T..I JOIST -�-� — DLB = 135 PLF WI LLT = 50 PLF 1---------- - �''' vz�c:rssz ... 4 I O.C. + - , -— - PROVIDE 4 X 4 BLOCKING� GTROER `'s-6 P = 1180 — LLB = 0 PLF CJI BLOCKING WITH IN SIMPSON "F44" HANGERS - I6d 1sT 8" O.C. FOR STRAP NAILING DLT = 20 PLF w ..�T = 52 SLC SOLID CRIPPLE STUDS DLB = 20 PLF LLB TJI JOIST WITH PLYWOOD SHIM DLT = 20 GAF CONT. COJBLE PL"TE W1 __� BELOW BEAM CLB = Ifo c'.F W2 LLT = 56 PLF -SPLICE PER I 8 FRA I G A W1 LLT = 50 PLF LLB = 0 PLF EACIbd ONE SIDE� 53.2- T.7Z BLOCKING ' M 1�.1 `1 DET IL. LLB = 300 PLF DLT = 0 PLF H JOIST 3. MAY4-6 I" = I'-0" DLT = 20 PLF DLB = 0 PLF 1 FRAMING DETAIL DLB = 183 PLF TRUSS T-6 SHAPED PLATE CUT SIMPSON COIL PER HIP TRUSS H-1 T MAY4-5 I" = I'-0" FROM 4X WITH 16d f PLAN AND 8T REVISIONS / FRAMING DETAIL EACH TRUSS 53.3 8 4 WI T MAT 4-4 3 4' = I'-�' 2X BLOCKING PER \ 2 X 6 BLOCKING \ SHEATH AND NAIL GIRDER G-1 W2 W1 W2 \ RUST GILDER• CONT. AT ROOF LINE WI ER `-" PER SHEAR L-" F, N � /TRU55 GIRDER 53.2 /. -'' WI LLT = 50 PLF C____ __�_�____ BJIL_ BLCC►ci'vC� ✓ �. / - WAL� P P LLB = 0 PLF w LLT = 5F: c =ER ' I PER PLAN A DLT = 20 PLF 1 'i j BUILTAP BLOCKING 1 DLB = 20 PLF r /PERe32 W2 W2 Wi LLT = 50 PLF CLB = ''2 �.-F LLB = 125 PLF DL7 = 20 PLF W2 LLT = 56 PLF _ DLB = 85 PLF LLB = 0 PLF w2 LLB - 5r, c=F s r .I K WOOD TRUSS — 1 W2 LLT = 50 PLF DLB = 0 PLF DLT = 20 ,c LLB = 0 PLF TRUSS T—'1 DLB = 20, -F At 24' o. IGa DLT = 20 PLF HIP TRUSS H-2 ; W p24T O.C. WOOD TRUSS DLB = 20 PLF — r T AT 24 O.C. .-.- 1 -- _GIRDER G-8 P = 1340# - Wl E c "" - SIMPSON "MST60' - - - — 8.4' VARIES, -NAIL EQUALLY JK' wOOC TRUSS' �; �► P . WI LLT = 50 PLF SIMr-'SON "MST60" SEE PL N LLB = 0 PLF i INTO aZRDER AND A7 24' 0.�. 5� 1 � SIMPSON "LU26" DOWN INTO PLATE -NAIL EQUALLY UP / TRUSS GIRDER WI WI LLT = 50 PLF DLT - 20 PLF J c INTO GIRDER AND 53.2 HANGERS PER PLAN W2 LLB = 0 PLF DLB = 20 PLF — -FILL. ALL HOLES DOWN INTO PLATE DLT = 20 PLF 'SIMPSON "L-STA36" -FILL ALL HOLES , DLB = 20 PLF 1 GIRDER TO kALL BEAR GIRDER 5 I,2' C BEY OND W2 LLT _ 106 PLF TRUSS –8 LEWIS & VAN V L E E T INC . �1 FRAMING DETAIL FRAMING DETAIL. 11 LLB 2I2 PLF T _ C O N S L��T I NENGINEERS FRAMING DETAIL a DLT = 20 PLF t - MAS 4-� MAY4-9 3/4" = 1'-0" DLB = 10 PLF ferry 955 SW McDonald Str 3 4" = Q^ MAY 4-e 3'4' = I'-0' '3, tuala�in� or on 97082 road GIRDER G-9 (503) 885.4803 phone P = 540# (503) 885.1208 fox 43 of 700030206 _ I r LEGIBILITY STRIP ` - i 2 3 4 5 6 7 p 9 IO I I 12 13 14 16 i7 IB 19 20 21 22 23 24 25 26 27 26 29 30 ZI I I OI Q 4 b I I I I NONI10 100 J�,> 11 G,.IJl�.�1, 1�1�1�111��1 t1.tltl�1�1w 1�1L1�1t1t11i1�111�1t� �1�1 i1al.�h�1�.l�la,L�J_�la la l��l�l�llltT�L�h��.�1.i1�J.1 �,� LJa l.�larl�l.��>Li LII,J�.l Ali 11 I ,i.LiJ�J.I �1�1�11J�.I�J�I�ILI�a l�l��Ila1�.11t�a h1�1�1 IJ.�I�.IwLI� r- �'- ....,... , .,.. .n.,.,....:....Vin. +n+,.•, M :: .«.na. aw,Mr.a..yi`a"T-!•+ice.., n.�#h ..f,M.,..,.,.M. ... n. ry —. -.... 1 y ,, 1 '7 'a {i 2 X 6 HIP — --- — - - - — — --- - - lba TO NIP EXTEND TOP CHORr,- _ X 8 LEDGER WITH (2) Ibd EACH COIL STR.�P PER - h e TO HIP N STUD ANCA Ibd AT 8" O.G. TO BLOCKING �• PLAN AND DETAIL( 6 v� u� 2 X 6 AT 24" O.C. NAIL- ER X53 3 WOOD TRUSS W W � ` EDGE tiaTL i AT 24" O.G. tF►� FN tF9 I 1� 11 /WITH STRAP GIRDER TO GIRDER WITH SIMPSON "MST60" G R TRUSS 2 X 6 AT 24" O.G. - BRG. WALL — - / SHEATH AND NAIL __ _ ----- i �� •', � :�" PER SHEAR WALL,:. •_xhiEZES_6-30-00 BUILT UP ' _. BLOCKING PERG1.2 k----- - - -_ -/ dRG. WALL r - -• - - - ,. - - - - - - may + � \ 2X6HIPIN I t I / ` - - - - - - rb �C \ SIMPSON LSU WOOD TRUSS HANGERS AT 24" O.C., -- i SIMPSON "LSU" N --- --_ - STRAP PLATE HANGERS J n _ - I ' ACROSS BEAM ^ t / �' WITH SIMPSON �� W SIMPSON "H3" "ST6236" .� � EACH GIRDER BEAR GIRDER ON EE SIMPSON LU26' ` TRUSS GIRDER �� I I S / \ INTERIOR PARTITION -PROVIDE DOUBLE STUD BEAM PER PLAN 53.2 HANGERS PER PLAN FULL HEIGHT TO FDN. — a FULL HEIGHT STUD (2) 16d EACH 3 GIRDER TRUSS ' w EACH SIDE WITH GLU-LAM BEAM U 2 X 6 FASCIA X 8-0' 53.4 WOOD TRUSS SOLID CRIPPLE (4) Ifod (4) Ibd (4) 16d PER PLAN SIMPSON " M STUDS WITH PLYWOOD �� HANGER AT 24" C.C. SHIM AS REQUIRED �- - -- 6-0" MIN' --- HIP TRUSS ° r a e Q L 0 0. uj O d FRAMING DETAIL 2 FRAMING DETAIL 3 FRAMING DETAIL 4 FRAMING DETAIL FRAMING DETAIL [ M.:,'T 4--10 : 4" _ I'-0" MAY 3/4" = I'-0° MAYS-12 1" 11-01) ./ .-. 3. 3 = 3� MAY4-13 I/2" = I'-0° MAY4-14 3,,4" = 1'-0" I 6 e O go 53.4 ,,-SEE 14 I Imo-, U- v __,___S ` 53.2 u7 a 1 < Q CONT. DOUBLE TOP PLATE '� - /SHEATH AND NAIL m ul vl PER SHEAR WALL Ir fy, SHEATH AND NAIL PER RAFTER PER EDGE NAIL PER 2X BLOCKING 1 SHEAR WALLA PLAN ROOF DIAPHRAGM /CONT. AT ROOF EDGE NAIL AT 2X BLOCKING LINE 2 X 4 STUDS AT 16" O.C. %% 2X BLOCKING RUN SHEATHING 2 X 6 AT 16" O.G. WOOD TRUSS WITH Ibd TOENAIL PAST BEAM X 6_— LOUVER MAY OCCUR -SEE ARCH. AT 24" O.G. AT 8 O.G. �L._cw I / 2 X 6 LEDGER WITH (2) 2 X 6 BLOCKING ry 16d EACH STUD CONT. AT ROOF / j SHAPED PLATE CUT � -� LINE WITH Ibd AT 11 FROM 2X 4 WITH �. �" 8" O.C. TO 2 X 4 ` I 16d EACH TRUSS BLOCKING '`_ 2X RAFTER ---- -- --` - 2 X 4 BLOCKING �• � PER PLAN � POST DOWN TO TOP - CONT. PLATE WITH 2 X 4 I� SIMPSON "H311 GL BEAM/ EACH SIDE WITH , EACH RAFTER PER PLAN LE , PLATE-SPLICE SIMPSON PER MI°'y y I ,.>WOOD TRUSS SIMPSON "H3" �\ � 53.2 2X RAFTER ('3) 16d r'Ln v AT 24" O.G. AT 24 O.G. I PER PLAN V Tl P. I v : ;w 6 FASC14 i / X IP \ 2 X 6 9 FRAMING DETAIL 0 FRAMING DETAIL -_ `9 � 2 X 6 PLATE WITH 3, LRI I" = I'-0" X \ 16d AT 8" O.G. ROOF SHEATHING TO BE - _ - CONT. BELOW OVER FRAMING Y, � 2 X 6 X 12-0" 3"I -CUT VENT HOLES PER ARCH. GLU-LAM BEAM TRUSS GIRDER ` \ MIN F.SCIA INVERTED SIMPSON "`-or PER PLAN PER PLAN CONT. DOUBLE TOP ! "LU26" HANGER 'tod ENCH _ I I I/2 XII 7/g PLATE -STRAP OVER 2X TRUSS 1 1 " Al RIDGE WITH SIMPSON MBERSTR ND "ST6224" SIMPSON HUS26 LEDGER -RUN TO HANGERS NEXT STUD PAST Q GIRDER I 2 X 4 AT 16" O.G. FRAMING DETAILrl-"\ FRAMING DETAIL ra**� FRAMING DETAIL - C= MAY 4-I5 1 2" = I'-0" MAY4-16 3/411 ❑ I'-0" 3. \ MAY4-11 3/4" = I'-0" \ WOOD TRUSS SHEATH AND NAIL- AT 24" C.C. EDGE NAIL PER - - - SEE e PER SHEAR WALL 53.4 SHEAR WALL AT BLOCKING �/ LAG LEDGER TO _ 2 X 6 BLOCKING WITH STUD EACH SIDE OF Ifod AT 8" O.C. TO GIRDER WITH (4) 2 X 6 BLOCKING \\ WALL BLOCKING I LAGS GL BEAM PER PLAN /� �- 5/IDIA. X 5 � CONT. AT ROOF LINE �� , 14 FRAMING DETAIL 15 A EDGE NAIL 2 x 6 BLOCKING "� -- FR MING DETAIL �\ CONT, AT ROOF LRI I" = I'-0" RUN SHEATHJNG LINE CONT. BEHIND ' LEDGER 1 I/2" X II 1/8" TIMB STRAND LEDGER WITH (6) 1 d EACH STUD EDGE NAIL SHEATHING RMSIONS i AT 2X BLOCKING 2X BLOCKING CONI. r I \\ - : X 6 LEDGER WITH FLOOR JOIST / J ! (2) 16d EACH STUD PER PLAN AND 16d AT 8" O.G. WOOD TRUSS AT X RyF ER TO BLOCKING -- 24' O.G. WOOD TRUSS A 24 _ T O.C. v ,� " " ER . 'ti SIM 5 PS2.2�/ PSON LU26� HANGER WOOD TRUSS AT I F, 24 O.G. / X 11 8 TI6) 16cl T SIMPSON %-U26" I � LEDGER WITH (6) 16d AT 16" O.G. TO RIM JOIST, HANGER PLATE;STUD 2X BLOCKING WOOD TRUSS ATE c WITH 16d TOENAIL AT 24" O.C. FRAMING DETAIL rlf*� FRAMING DETAIL 3 FRAMING DETAIL TRUSS GIRDER \ AT 8" O.G. SIMPSON "H311 SIMPSON �6 C= ' LR3 - I'-?�" LR5 3/4" = I'-0" 11 _ 11 \ EACH TRUSS PER PLAN "LU2611 SEE S3.4 ~ILE GL BEAM PFR r'LAN GL BEAM PER PLAN FRAMING DIETAIL 1�I FRAMING DETAIL 3. LR9 I" n I'-0" 3. LR10 3/4" = 1'-0" LEWIS & VAN VLEET INC . CONSULTING ENGINEERS e 18880 sw boones /891y road tualatin, Or on 97082 9355 SW McDonald Str. (503) 885.8805 hone BLIP 2000.00206 ( ) p 503 885.1208 fax 44 of 73 c= Z'-EETS LEGIBILITY STRIP IIIIIIIn�lli1ln11lnliliul�nl�lu1111,� � lilit�iuli111�llili�i � O 2 3 4 5 6 7 A 9 10 I I 12 13 14 16 17 Ip 19 20 21 22 23 24 25 28 27 28 29 30 pmm.1 cm al I I OI p� d MON I 8 ►OZ 41 1111 111111 h1�1111��11�11.t.1a�.�111�.11J�I 11J_111.11.IJ1.a1�.h1 .111�L�.ILI.ISI..1111�LIlaltl1�L��ltll_I�.L�I�I!_I�.l-�LLI�L1I►LIIL��J-11.�1�.ll�i.l�.1.ll�l�L�.I�I�I�.LI_.�I.IIII�I�III�lSII'lITLIalaL�.JI J-1.1.�.11111Itbfib Ii.1III fil.a�aJa.11fli�l.ilL1IIIIYOLP .....- /..M�'At..•.RMw�M�M1,annre+Mlh+wa+n..mTnn.b..r -. .. -- il J i w C S4_ BEAMS s ti r'ER P:GN ALJ-LAM BEAM LINE OF T.S. PER PLAN COLUMN BELOhEXP'RES 6-30-c) -- - -- ---,-+ -� - - / GL BEAMS (3) Ibd TO HIP - -- - - ---- - \ I PER PLAN - o I � 1r ' • • 3'16 _ I T.S. COLUMN BELOW I; • • / 3/li - \\ SIDEWALL O.C.JACK BEAMS I I;+- 911 I I/ PER PLAN a SIDE PLATES ----.-___._____ 2X HIP �� / �' . ~ - PLATE BELOW LINE OF 1/2" �3 \ PER PLAN t • u a X 8 WITH (2) 3,4 DIA. + ' Z u i BOL-TS EACH BEAM (2) I6d �� -- j • • c GLU-LAM BE.:MS �6 1,2.. 1,2"�. PER F'_AN — 1.2" BRG. PLATE BELOW 4 SZ^E P--'TES \ W v X B" 2 SIDES ENDWALL JACK -- - 4 I/2" 3 IbV j 3/16 TO COL. / 1/4" SIDE PLATES - I I!2" I/8¶-- SIMP50N CG" f ' POST GAP V2" BRG. RL-4TE / Ib X 8 WITH (2) 3/4 DIA. = m X 12" X 12' X BEAM ft TRUSS SEE 4 BOLTS EACH BEAM COL. 7, OR COLUMN �ZDTH COL. WIDTH I� WIDTH '~ 6 X 6 D.F. #1 J T.S. COLUMN PER PL..N 2 SIDES _ '� GL BEAM 3 SIDES POST TO COL. r PER PLAN TOCOL. 3/I6 05M WIDTH [ FRAMING DETAIL 2 FRAMING DETAIL 3 FRAMING DETAIL PLU51" 4 FRAMING DETAIL 5 FRAMING DETAIL w c c - J, 3, LRII 3/4 I-mu 3. LR-14 1" I'-m" MAI (D SIMPSON °T522" GNE SIDE TO PLATE ce J a z r h x GLJ-LAM BEAM PER PLAN ;SCJ®LE CRIPPLE STUD DOUBLE STUD FULL ►+EIGHT WITH (4) foil TO BEAM FRAMING DETAIL 0z I I O I I 1 A � I REVISIONS t i I I ( t a I � i i t =E E5 ,✓ 1 =:�E LEWIS & VAN VLEET INC. CONSULTING ENGINEERS I 18880 sw boone4 ferry road tualatin, or on 97082 9355 SW McDonald Sfr (503) 885.8805 pphone SUP 2000.00206 (503) 885.1208 fox 45 of 73 LEGIBILITY STRIP C- O 2 3 4 5 6 7 A 9 10 I I .2 13 14 16 17 18 19 20 21 22 23 24 25 26 27 26 29 30 i0mm�itm CDt I I Ol b MONI •�Ioz OL �1 W��1�L1111 1 11I.t �I�1�ltl.t11h.l i1t ILI�I t I i i I 11 tJ_tlt-Ti I'x.1�l�l.tllll l t�tl�ltl>�1 t1 il�ltllJ�t�J�Ja��1a 1i1�1t��iJ�l�tl>��1�1�1 lll�la l��I t1�l t��ll�lt {a ., ,.. 1tJPt?PM+»+idN•�iaN.e.w-e»o.:+ m- anw,«n . . _. .. .. Hykµ ua+.«�rMw*�4 ..F...n,.,.,wMm!v, ...-a.+o+nr�a�,nn.« _.w. II .. i� - _ ,., ... -i.. .. .. i.. '+�?*MRn-, f•w.vM!+M.i!NMkI MbrWnlJwMiMd1IMN!!."` g194M+11�M^YAw4Y+^ I'pgtlMm�MMs,rMk.MM1. +++f!f+'..�4Mn.e...M?e+y 'V.�� .MF+1, wW'!TM_, +n4'MM'��'{�I"'�''�;11Y!!y!!Y�'MMhKR.i .�4fN4i''b'ir .... 4MM."+�M� .., I.'n. r....xx....x«. x««N.NIx«I................«i�•.•�..i.,• �i.,.,,.x.Nx.«N.N.xNMxlNNrgNxx«x..x..... N1......MNrNNN.......,..IN....x...x........«x...'N.NNNWNNNrINUNMIMIM11x1MMNY>t11NWNNWNxIxNNMNNNNNxNN.:NWNIYMNINr1NNWINIYINNNYMNINNMMNNNYNNINIwwxN1YN111YMY�MIYYIMNNN�N.NIMIINIWMMMINOMWNWNN.NxxxNHNNNMIrINNN.MMrrw.rrr........x.•xr....««r....•x«.«««xx«•«wr•«««...•r«............................................•......... «...•...•...................................•.«..«....... ...... .. P aF cON i = O,S' ion 6'L Pi EXPIRES: 30JUN00_ EITA e � — - - F- 0 LLJ',. - - .; -._--mac t•.-_-�_.lray.=�-._. o �G. W SEE P2.1 FOR CONTINUATION i OF 4" GREASE LINE O < 3" VENT FROM GT-I. ROUTE UP THROUGH ROOF i u O —GA5 METER SEE M3.1 II Z FOR SIZING AND LOADS 1 r.. 1 5EE M2.1 FOR ROUTINI < < l II G. 5EE P2.IA FOR CONTINUATION OF 3" WATER AND b" FIRE LINE — 2" GAS LINE, 5EE CIVIL PLANS 5EE P2.1 FOR CONTINUATION I FOR CONTINUATIONS. Or- b" HASTE LINE ' I I I T- 7 Ir w A T\��" �,.n`�'� \ k+�u-si .sa.s-•n '�,,. I � , SEE P5.1 FOR GREASE INTERCEPTOR G DETAIL ON P5.1 FOR ADDITIONAL INFORMATION. SEE CIVIL PLANS FOR C,ONTIN ATION ( J N«M 4" WA5TE I bb WA5TE .ISI _ _ __. _.__• .�_ � � �r � L� SEE GI IL PLANS FOR CONTINUATION -OF b" WASTE LINE I ty Ll 1 r c0 1� MECWANIC4L ANC — _�--— PLUMBING SITE PLAN - 30. 50' - REVISIONS rd A i I 1 DATE 5/12/99 FILE MEGHAN I GAL/PLUMB I NCS SITE PLAN ; r JOB 992250 Q�_pl 5('ALE: " =20'-0" DUN JFv 1 C►-OC J VB 9355 SW McUnnald Str, BUP 2000-00206 46 of 73 -- OF SWEETS LEG �f- �,;, I �,' .•I; �I, *::.�� .. - - - -. .__ .____ .. . . ._ . ......_. _ 14 ��.., 1 ili i i iii uli9 2 � i:,,l I i � I �il IIIIIIi1lI�III��lIiI�IIIIIli11(IIInII 111111!�!Iltu�l� 11.1 I .111 i , , LEGIBILITY STRIP O 2 3 4 5 6 7 8 9 10 t I 12 I 7 I C 21 22 23 24 25 26 27 28 29 30 2 5 CD al 1 1 01 I 8 b NJNI IIloz I lILJ .IL dlwl I I I I I I I I.IW11a11�111-_I�1w��l�Jaa�J11Ll�JJJ.1111.1W"[f"ildIjl].1111.11j_1.►a_1111 I I11►_h[j.1.11.1.1,11I1_I111IId[1111-1aW.�.1�.1►.l�l�I�.��laJ�l�I�.III.IJ�I.111J11.I1Ll J.ll��tJ��W�►J�1�1�.1..tJ.�llJlla��_l.�_I.�l!l�J.a1>ll.11�oa y y.' 1 i 10312 I PG � oaEcoN TA I/on 91,PO 12X12 6REA5E DUCT UP IN RATED CHASE. ?: I EXPIRES 30JUNOO ! PROVIDE 6" CLEARANCE A ND T —PT 134 /pTAG -- 135 PTAG PTAG PTAC IN CHASE. 5EE M2.2 FOR CONTINUATION. PTAC PTAG PTAG 2 UNIT - C (SIM) UNIT C (SIM) E _ Z ? KITCHEN DINING ROOM UNIT - ! + UNIT - D UNIT - A (SI UNIT - A D 114 Tj 113 112 141 - 129 _ 110j z � F-1 �� GRILLE b" FROM I r - (Ael 171 , t�f � ��--� �, 16X16 SA IbXlb RA FINISHED FL00R 11_ _ 1?°• 5A UNIT - 16XI4 5A 1 1 W El HALL UP IN UP IN I , `' / 4�ZFM l09 I UP IN CHA E (- - IT, '�_ }•. TYPICAL OF 3 .... rs— 1�0 CHASE CHASE I&XI4 RA T I J I UNIT' - E 1. UP IN CHASE 8„m EXH. UP i IN CHASE -- _ I I � �I 12X8 5A TYPICAL � - ,I I � ( _- I HALL �t __ _ 6- ,: I _ .. 12"# A 4X 10 IOTA + , I I 8"• Std r` r 1 t z 4?33ZaFM I ) 8 SA _ II = l F C� UP,.. I� ` _iT. .. RM 16X14 RA UNDER STAIRS -- '/ I �i)"t TAC Q 1 _ ;> I INIT C ?�� RC1 r_ 6;• TYPICAL OF 4 1 O . .. ll TO SIDE WALL GRILLE - - --_ -_ — W XIO A ?4X20 RA " I B HALL - 116 ?n S 24X8 5A IZ�CFM ORTU-� DRY ' m - 154 RTU LOCATE 6 FROM ___ STQ. FINI5HPIP FLOOR I I� LOCATE GRILLE 24X8 5 ♦ q, �,... ' fH1ALL B lig h 20X20 RA '", b FROM FIN15HED 22X22 RA I UNIT - C O 8X6 5A L 151 C r`I I T --QXq VAPOIQ EXHAUST DUET UP 12 FLOOR L 132V CFM LAUNDRY'r�" MUA/I I- p� IN CHASE TO EXHAUST FAN ABOVE t [ -�. .� OC U c Ttrrzir�tn,zr:: :: 1 1 ROOM 16X 16 - A _ 143 _ I 1 1 m �' 11 : LOGATEp GRILLE AT 8' FROM FLOOR— , I?X6 $A ?X6 5A E; 7A EF . 28X8 RA' _ I, i -. MAIL F J) 12X6 SA 12X6 SA O ?�� (e-c 11X6 SA A GRILLE LOCATED 6" STAtR EQ 132 I- dJ 2I�ZFF1 2f�-CFM �, Z PT'�C Hyb SA 20X$ 5A 19+'�Zl-?"1 -- ' ;ILLE ?0 RAFROM FINISHED FLOOR l f�4,��: 8X6 5A PTAC I INI1 (' I � { 1 EF -@ mEXt � I? M - LOCATE - -- " 1 1:,1 UNIT C E! ; LOUNGE 6X8 S L ELtV. LOUNGE Ic y �� EF 6" FROM.FINISH�G{ -- I?xl0 RA I?xl0 SA ~_ _ i I I 133 II m -- / 136 35�CFM 35�FM __� 106 LINEN :1 6«� SA J 4N. FLOOR ' _ 12B G N = � M42µ. SA ON 14X8 SA 146 10; �G �� iii��l � ,. .,.t:r!: .1 C''.•. O � u c � t1 144 J -- _,_,..p._ .._.. .__ d � SA - HALL OIL J 2�_CFM 8"0 5A 8X6 SA 152 G —G ?2SZ5�`FM ' I 138 EF 8"• SA HALL 8„0 9Q 8"0 EXH UP HALL ' --- G G-- G G G G 8X6 5A G 8-4 5A G G G � 153 X25�FM � IN CHASE MIO 5A48 EN W�pggN , '8 153 / 6�1► 814 1 L ?...., �.` -.: a. 1 1 1 •. .. RF RF -- RF - 4 -f] _. TOILET .I 13�FM �, � 8"• SA r� `II,. 1 I , p X --4 Xfd�SA 10"4) 5A i 1f- I I I I I 127 d� / I OFFICE (N LOBBY RECEPTION 147 STAFF F JjJJ I 124 1 F-I 125 i __._. I�'a I ___ , '7.1 I_ 3 1 j /J I 1 -4p- LOUNGE - w _lv 126 4FM MED. bXb TRANSFER GRILLE ►1 UNIT - A UNIT - A IINIT - B UNIT - B I, UNIT - A 18X16 5A 0 0 it MED, LOCATE 12" FROM FLOG UNIT - A2 UNIT - 8 UNIT - B UNIT - A UNIT - A � � � r 1l8 119 120 121 i 122 AND RA ELECTRICAL �ES123 LE 145 C AT A HI H A 101 102 103 104 105 �(!TDAI: I, O LOG E 5 G 5 0 LtI MECHANICA , 1"' POSSIBLE IN ROOM 130 ;; ry 8X8 SA --- �- ® - PTAC PTAC PTAC '' P �� r. PTAC PTAG -! y I - I __ I J PTAC TA _ ., 1 I E� �- ' � -PTAC PTAC � 4 m EXHAUST IN SOFFIT 8 • SA RR � � � I� I I I I TO SIDE WALL GAP 15-�cFM I I I —PT—AF I PTAC �I I (Z I8"m 5A IN SOFFIT �v I 17� 16 15 14 13 12 11 -� 187y-cF A 7 6 5 4 3 2 TYPICAL OF 2 R-- 4"4) EXHAUST DUCT TO SIDE WA!_L GAP, 11 SEE ARCH ITEC TURAL PLANS FOf'. SOFFIT TYPICAL OF ALL FIRST FLOOR 12F-I I I I t,1�'( HANIC AL 5Yf-150L NOTES: N PROVIDE ?4x12 LOUVER INTO LAUNDRY ROOM 1 MECHANICAL FIRST FLOOR PLAN PROVIDE FIRE DAh1PER AT PENETRATION OF CHASE. I I I M2.1 SC�lLE� 1/8' = 1'-0' Loc ATE GRILLE 12" FROM GEILIN& ONE 4” DRYIER DUCT AND ONE 8" DRYER DUCT UP IN GHA5L- ROI)TE TO ROOF AND DISC HARC,E WITH TURN DOWN 6005E. NECK. PRCVIDE FIRE PROTECTION INTO CHASE A5 REG?UIRED BY CODE. 10 p 8 �C (2) 8x6 GO�18U5TICN AIR DOWN IN (RASE FROM ABOVE. PROVIDE ONE 7 MECHANICAL IbXI? C-�RILLE OPENING 12 FROF1 FLOOR ANG' ONE 16X12 OPENING 12" FIRST FLOOR FRc�M CEILING. OD COI`-1BU5TION AIR AND VENT UP TO MECHANICAL HELL ABOVE. PROVIDE PLAN CONCENTRIC FITTING AT PENETRATION, PROVIDE FIRE PROTECTION OF REVISIONS RATED rfFMPRANF V 10x14 RETURN FROI-1 A�7VE IN RATED CHASE. ROUTE TO 20X20 GRILLE �-/ LOC ATED 12" FROM FIN15HED FLOOR, PROVIDE FIRE DAMPER AT PENETRATION OF RATE[ CHASE i (� IbXl4 RETURN FROM ABOVE IN RATED CHASE. ROUTE To 20X20 GRILLE - - �� LOC ATEP 12" FROM F"INI�,HED FLOOR PROVIDE FIRE DAMPER AT PENETRATION OF RATE[ CHA5E ROUTE RETURN DUCT UNDER 5TAIR5 10 DINNING ROOF WALL- - O IOxB 'r+UPPLY AND RETURN AIR DUCT IN RATED CHASE, PROVIDE FIRE DATE 5/11/99 DAMPER WHERE 12'00 ('IiILLE PENETRATES RATED CHASE FILE " OCAS METER LOCATI��N SEE M3.1 FOR PIPE SIZING, LOADS AND RISERS. JOB 992?50 OWN JFv CNK JVB 12 , 1 9355 SW McDonald Str BUP 2000-00206 47 of 73 I OF SHEETS LEGIBILITY STRIP � 0 ��" cm 2 3 4 5 6 7 8 9 10 I I 12 13 14 16 17 18 Ig 20 21 22 23 24 25 26 27 26 29 30 ZIII I I OI NONI IOL _.111 I,LIJ 1 I f b 1!I.111.1 I.I IJ�J.I.u.i.tI I.I.I I I I I.�.I I_l ll.t�l.l� ll_I l 111.I�l.I la.l1111 I I I I I I I I I I I I.I I..I?J.►.)iJ 1Ja.l,I.l l.I.I.Ll.��_I..1il1. JAI L�111J t1a Ila l la 1 J 111►1111 IJ I J�i�l oz p. Juy ,,,........ +v,....ra....n,•ea.n.,n.'tiMMR•Mu.MMY/IUMMWXM•w•w•,w+sui,..-nM.IMFMINMS.M AEIUT«IIVMfMItY6*MYlMI1�NW.eNRMu.n+1.r.MM..w..a.+.w.xw _ ,x._,., ... .. :....,,'. ,.. , .. - 'M.IPI. ",•"w,..r,.'MT.Tw..M„H � w rw n ..wiNwre '.F'rY 9 ... _ - � M-YW" r w .y wr. MMwr+ .x'n w•w. ,w.v..n-. . ,...'wK rr..:. r' ro -«.M+.J11,n •tx,wx^.•• I..I.w..W'NMnN,-.w -1. -, :WiwrHrNl +^•. N'r^.M "rrt+ !Nw.++w+.N.'NR-'.�.�Y- 'b1911',%Mltl:. - ,hqr ... F..+'q...Me !,rhn+'e,.+^,." *r}M!.+«'u+'tT+d•..ns'r+*•eew rN r•4;.4rw r e... . ne..:<..,,.a.....x... ,,..r......:. ...,.. n.o-.,...n.. ak•ny.+N ,.N.... ...we.Yr+!aiNww..ws,ww.w..rwn.ru„+.;,r"iw ..w'«ww+ MwwM.. p MMw• 'Ma'd-'W.'n ' ! ., _.. .. ... .�' - �,.. !T 13i u 4 5,v MI r. t w C�-' j IV r` . -LINEAR DIFFUSER EACH 3- SLOT 12"• SA ` OREGON 4 FT. LENGTHS AND 10" INLET �p�4��v PTAC PRIGS C.�'D SERIES DIFFUSER WITH T40 GMP 3ci ORAPPROVED \.�__I BLADE POSTIONED FOR A STRAIGHT PTAC � ►'on 8�-P� THROW GOWN TO FLOOR. TYPICAL OF 4 2 EXPiRE'S: 30JUN00 A IJP TO U .AST �XHAIJF„aT FAN PTAC PTAC PTAC PTAC PTAC PTAC UNIT= r, 2 ? 2 Q Q E= E UNIT- F I { UNIT- G 21 210 UNIT- D UNIT- D UNIT- D UNIT- D U 1 216 215 x � 212 211 W - fl UNIT- E �}� I r - ------------- . ------------------, 213 ! ' F. O� I ' O XI A, ' U i Q 3 I L T I x , STAI bXIb 5A 1 I �- J I t o STAR __ Q _ RF_ L235 - I � O O � I , T 'Ct" l r-� , Uj �PTAG I l J '�T IbXlb R _ i I - / / / I .. ,;. ( . I..� ! G � � I UNIT- C �, EF i I� O -- 1 I ld, -_ E> UNIT- C B 1 __-• �i ECa? [209 C � 1t � I XI6 RA I --- _--- j 14 � ..... E r.' LI MECN - - , O RTU-4 HALL U • 229 �� =r 2 3=t E V 2 H FZ ' �.� C .�. O TOILE a m ___, I I `'.J O I I �_ UNIT- C RTU-I fa B"# SA L _i ® M ,,, ■ + ' z 2 4 0 '�. A 190TFM r I IV A 14' 1# ar�� f;c UNIT- C f PTAC 219 - a �_� 0 . 9"• SA Nw Q 1 1 l RF 20B PTAC RF . 6ATHING I 75�ZPM 1 J� / O 9"M T i I I ti39 F (Y O�8"• SA O .� , 5"�FM LAUNDRY 25�ZFM X 8"o S O ", - s '� '� U SEATING :SCF I I--OUNCE 237 8"� I. P rK 227 - T :J '� STAIR lid ::ri CRAFT ' X36 ?mX?I'd RA 15�`LFM, :aJ 7 O ;y 231 i.-_ 111 232 I 0X20 R 1 r „ RTU-6 l 12/10 SA 12x10. SA 12x10 SA 12x10 SA CE�4 • 12x1® 0A12x10 12x10 SA 12XIO SA HALL 36C' Z'FM 36a Z'>=M 367x:ZFM 36� M - it ■ 8"# SA i �- i ' M 8"� SA 2 HR HR 3b M 3f► 36�CFM 36W-CPt"` I XI A ' 25�ZFf"( Q '228 - Q i 125�ZFM T1 II 16X b IbX1b SA 1 IT 71 X14 C-A ROUTE D15GHA i J 18X18 RA ; ° 'MIN. OF 10 FT. FROM RF IAF _ O'�A INTAKES OR 2 FT. , I', ,.r-, I i 2,HR �' „ � j I j 1 I i L Ai E PER IMG, 11 _�/ 1 „ } N / .� CU t I I ! I I } - CU i�_' 1 �' OPEN TO UNIT- B UNIT- B i � BELOW UNIT- M i UNIT- A2 UNIT- A2 _ _ II , �I I , UNIT- 8 UNIT- B UNIT- A UNIT- A ��Nlt UNIT- A c22� 223 r ; 201 I , 202 , 203 ^^ �- ---- �� UNIT- A UNI' A I i ' UNIT- H 204 205 206 207, ! 7 \ 225 I--- ------------ 226 ----------------� YY GONGENTRIG FITTING FROM F-2 PTAC PTAC ( ® PTAC PTAC I ® I ® I PTAC PTAC - _ ��.'-1 PTAC PTAC III s` _ _PT PTAC PTAC PTAC E��/ �_J t , �y I I - I I - PTAC PTAC � 2 i i I � I I f , I �� I 17 �16 1 S 14 13 12 11 7 E� N MECHANICAL SECOND FLOOR PLAN 10 9 8 M2.2 SCALE, 1/8' = 1'-o' MECHANICAL `IYMWL NCITEg• 12"0 EXHAUST PUC T FROM BELOW TO ROOF CAP O (2) 5X6 COMBUSTION AIR DUCTS DOWN TO (2) IbXI2 LOUVER OPENING5 !N FIRST FLOOR LAUNDRY ROOM, O NOT USED PROVIDE FIRE PAMPER IN ATTIC WNERE DUCT PENETRATES CHASE. GAS INPUT OF 165000 BTU/HR PER 4000 BTU/HR = 41.25 50. INCHES OR 0.256 SQ. FEET OF FREE AREA ROUTE Evil DUET TO A r 11N. OF 10 FT, AWAY FROM 05A INTAKES VERIFY WITH ARCHITECTURAL APPROVED GAS DRYERS ARE EQUAL TO OR LESS THEN 165000 BTU/HR. IF DRYERS ARE GREATER THEN 165000 BTU/HR, THEN RE-SIZE COMBUSTION AIR OPENING PER IMG. O b"m 05A INTAKE UP THROUGH ROOF TO GAP. PROVIDE FIRE PROTECTION OF ONE HOUR 1'IEMBRANE. MECHANICAL OUT O DRYER VENT P T TS I) IN O i ED GA TU ROUTE ONE OPENING LOCATED 12" FROM GEILING AND ONE OPENING 12" FROM FINISHED FLOOR. SECOND FLOOR CUT OF CHASE AND UP THROUGH ROOF TO A TURN DOWN © IOXB SUPPLY OR RETURN (SEE M2.2 FOR LOGATIOW DOWN IN CHASE TO ROOM 128. PROVIDE FARE C�OC'SE NES K DIS_ HARC�E. `SEE P5.1 FOR FIRE: PROTECTION DAMPER WHERE DUCTWORK PENETRATES INTO MEGHANIGAL. CHASE. OF VENT", THROUGH RATED CHASE. VERIFY WITH APPROVED FO 14XI4 RETURN AND SUPPLY AIR FROM COUNTER FLOW "F/I" FURNACE. PROVIDE FIRE FLAN PRT FR MANUFACTURER ON DIr�TANC.E ALl_OWEL� BEFORE VENTING. DAMPER WHERE DUGTWORK PENETRATES RATED MEMBRANE INTO KITCHEN. --.-- PROVIPE ALL OPTION5 Ah REGAAREP BY THE h1ANUFACTURER T.7 REv1510N8_ MEET EITHER MECHANICAL COPE ANC?/OR MANUFACTURERS RFOUIREMENT5. HEN, PROVIDE RATED CHASE FROM MECHANICAL - FWOVIDE MAKE UP AIR TO LAUNnRY ROOr15 PER ICM 504.5. SEE M2.1 AND M2.2 O IbX1b MAKE UP AIR DUCT DOWN INTO KIT,'. FOR ROI.JITINC-,. SIZE 15 BASED OFF OF (2) 215 CFM EACH DRYER VENTS AND DECK TO KITCHEN PROVIDE FIRE PROTECT OF ONE HOUR RATING MEMBRANE, (I) C.t�NTINIk'l1 SLY RUNNING- E><HAIw,T FAN FOR 235 CFM. 24x12 OPENING FOR - -- - o. FOR 0.3C'' FREE AREA OF LOWER VERIFY" THAT E)YER5 APPROVED BY J VENT AND COMBUSTION AIR UP IN WALL TO CONCENTRIC FITTING THROUGH ROOF. GENERAL NOTE: RTU-! THROIK�H RTU-b , MUA-I ARC HITEC t IS Er.UAL OR LE55 THEN THE AFIOUNT SHOWN ABOVE. PROVIDE FIRE PROTECTION OF ONE HOUR RATED GEILING. AND GU-I AND GU-2 ARE LOCATED ON ROOF R(-C)TE AND FIRE PROTECT DRYER PUC T5 PENTENTRATING CHASE. ROUTE DUC.T5 --TO A MIN OF IO FT. AWAY FROM CASA INTAKES. � NOT USED (G) Rr.1UTE (2) 4"� PRYER VENTS UP TIAROUC-H ROOF TO A TURN DOWN O GREASE DUCT UP IN RATED CHASE TO EXHAUST FAN (L I5TED AS KF-1 ON M4.1 AND SEE KITCHEN C 0(7,5E NECK C)Ic_HARC-E 5EE P51 FOR FIRE PROTECTION SUPPLIERS PLANS FOR ADDITIONAL INFORMATION). ROUTE AND DISCHARGE ABOVE E0JIk 'MENT PER IMG 401.4 -` OF VENTS THRCI00H RATED MEMBRANE5 VERIFY WITH APPROVED RF-1 PRIVATE REST ROOM ROUTING ON SECOND FLOOR ONLY PRYER MANUFACTURER ON P15TANCE ALLOWED BEFORE VENTING, K� COMBUSTION AIR DOWN TO MEGHANIGAL, ROOM. 51ZED FOR (3) Igq,C100 BTU/HR EACH PER 4,000 BTU/HR COMBINE 4"m PRIVATE REST ROOM EXHAUST DUCTS INTO A SINGLE EXHAUST DUCT, DATE 5/12/99 � F-WOVIUIE ALL OPTION"- A5 RECAUIRED Bi THE MANUFACTURER TO 150 50. INCHES OR 1.04 50. FEET OF FREE AREA. LOCATE ONE 24X,6 OPENING 12 INCHES FROM FLOOR WHERE EITHER THE REST ROOMS ARE BACK TO BACK OR 15 GO5T AFFECTIVE, FILE MEET EITHER MECHANICAL CODE AND/OR MANUFACTURERS REQl11REMENTB. AND ONE 24X16 OPENING- 12" FROM GEILING. SEE M2.2 FOR LOCATION OF EACH IbXlO OSA TO LOUVER. SEE SIZING CHART BELOW. PROVIDE MAKE IR' AIR TO LAUNPRY ROOMS PER ICM 504.5. SEE M2.1 AND M2.2 JOB 99?250 FOR ROIfIINC-+, SIZE 15 PA�,ED OFF OF (2) 215 CFM EACH DRYER VENTS AND COMBING q SIZE OF SINGLE DUCT (1) CONTINIkkUSLY RUNNING EXHAU4T FAN FOR 235 CFM. 24X12 OPENING FOR KITCHEN EQUIPMENT CONDENSING UNITS, SHOWN FOR LOCATION ONLY, SEE KITCHEN SUPPLIERS PLAN FOR DWd JPY GWK J1/B 2 - RF-1 6"m EXHAUST DUCT FOR 0.30 FREE AREA OF LG.LN ER VERIFY THAT DYERS APPROVED BY ALL ADDITIONAL INFORMATION AND REQUIREMENTS. 3 - RF-I 5"0 EXHAUST DUCT ARCHITECT I�- EQUAL �'�R LE55 THEN THE ANOINT SHOWN ABOVE, 4 - RF-1 10"m EXHAUST DUCT M� 12"m TYPE "B" CCAS FLUE UP. DISCHARGE VENT PER IMG 502.6 FOR BUILDING (p� VERITCAL 16x14 RETURN MGT FROM RTU-5. ROUTE 16X14 RETURN CLEARANCES AND IMG 401.4 FOR ROOF TOP EQUIPMENT OSA INLET5. !Nr-�11��' C LIRE' TC, ti1ECHANIc AL CHASE. NO qXq VAPOR HOOD EXHAUST UP IN CHASE FROM KITCHEN EQUIPMENT TO EXHAUST FAN. (LISTED ON MECHANICAL PLANS AS KF-2, SEE KITCHEN SUPPLIERS PLANS FOR 9355 SW McDonald Str ADDITIONAL INFORMATION) DISCHARGE VAPOR EXHAUST DUCT 2 FT. ABOVE ROOF SUP 2000.00206 TOP UNITS. 48 or 73 OF SWEETS NflA. Inc. 05/nS/2000 1-2:41:18 6610N22-Ira �,�J,�-� - ,..._ LEGIBILITY STRIP rat - I,,•�� 3 4 5 6 7 8 9 10 11 12 13 14 16 17 18 18 20 21 22 23 24 25 26 27 28 29 30 01 b HONI 0 tOZ '^� �I�� li',1�Mt�.1' 1�LLLi�1 11L 111 111,LhLl.�.111.0 11J.1h1J1�►.1L�.1�� .Lu11.1�.�aJL11L��IlI111111.�1J�J.�11�11L�U.L�.1�111�.11a.J.a.�11�11,I�IIL11�.lala.J_ -111i.1L J�J1 �1��L1�11�a1�lJ.l�1�U1 �1,1J�.l.l.l�l .11.l 03 '1NK" `1..1h "IMM"FOsY,..M.'1"'MIIY,p\-IJI' .. -. -, n. r " r v .. M ♦....+,. r e�•w.. .w.s...-+nh w.-.,.--.,,- w;,u4..e. 'w.' 1,4WFi'W+µi+.w, -,'.. .r .. urv-...u.r'. n -.., b:,.. ...r+...... W..r. , ,e W+MI r..+.+r,ro,N •,+R +r!'MsMTMy rMl4w4. kN.w4 'k�M1.W..i.:M ynpi. �' ... ... - '..,. MMNnvM,r.•Mrrwti++ - M!:F. «,,. ..•,.w•,..,. „r,., r, ,..,w,-....:. ,....,...0 ...,, .. ... .. ...... .. ..... _..-...,., ....... .. ......- o.e.,a.,... , .... -.., -+..-.w..ww:«n,.,v...,. ...r«. ,, nsw i r n. q«r«. n ...... .... � .rr"�.... .. "'Me+gM!.ytMMd wMwt - 4! ' ...... -, : 4+M+i•1- •. Yep ,.-«..+•�- w .. -;n w.-w r ., _.. r r rr.w.rvrw• ',e t sir i�p pR�fF 1031 OREGON — i •4 P ion B� (_)WIRES: 30JUN00 i I I I 3/4" LOW PRESSURE 6A5 V T 3/4" LOW PRE55URE GAS --� Z 8 V� (115,000 BTU) U 1-1/4'' LOW PRE�-:)51JRE GA5 I" LOW PRESSURE 6A5 Ci I-I/4" LOW PRE55URE 6A5 O I" LOW PRESSURE 6A5" (> T (60p00 BTU) () 3/4" LOW PRESSURE 6A5 3/4" LOW PRESSURE GA5 (� T (115,000 BTU) < 3/4" LOW `'RE551JRF ��AS ._�� UA V (IW O00 BTU) W F 0 (150,000 BTU) V / I" � A T PSI � .�, GAS 2 (50,000 BTU) V C 1-1/4" LOW PRE55URE GAS T I" GAS AT 2 PSI C ,� (10101,0100 BTU) (115,000 BTU) (II_-5,000 r BTU) I" 6A5 AT 2 P51 (Igq,g00 BTU) 1-1/4" GA5 AT 2 P51 I.7 WH-I 00101,0100 -'TU) GENERAL NOTE5: 1) VERIFY EXACT GAS REQUIREMENTS ON FIRE PLACE AND DRYER WITH ARCHITECTURAL APPROVED ECAJIPMENT. VERIFY SIZING OF 6A5 PIPE WILL MEET EQUIPMENT REGUIREMENT5 IF LOAD 51ZE 15 6^EATER THEN ~ SHOWN ON M5.2. V �J' *� _ 2) ROUTE 6A5 PIPING .LONG INSIDE EDGE OF MECHANICAL WELLS TO TO PACKAGED ROOF TOP UNITS. l-7 3) SEE SHEET M5.1 FOR 6A5 REGULATOR PIPING DIAGRAM. U LI 6 4) SEE SHEET M5.1 FOR AUTO GAS 5HUT-OFF TO KITCHEN RANGE. ,7 Z R,ISER # i 3 RISER #2 oc --- TO KITCHEN RANGE M5 2 NOT TO SCALE (� MS,� NOT TO SCALE (2301,000 BTU) - r 1; Z. GAS REGULATOR TYPICAL Id " R15ER UP TO F-I, (3) WH-I, RTU-2, RTU-1 AND MUA-1 SEE RISER «1 ON SHEET M5.2 TO DRYER — (I,Oq1,100 BTU) (165.000 BTU) R15ER TO RT-3 THROUGH RTU-6 I" OAS— SEE R15ER #2 ON SHEET M5.2 LO (410,000 BTU) 0 GAS DIAGRAM G G G A AND SIZING I" GA5 L I" GAS G G G G G G —G G— GG E7t FIRE PLACE REVISIONS 2" GAS I-I/2" GAS 1-114" 6A5 � (75,000 BTU) _ 2" GA5 SERVICE AT 2 P51 DELIVERY. TOTAL 6A5 LOAD OF 2,126,100 E3TU/HR. LONGEST D15TANCE FROM METER TO RTU-3 15 APPROX. I15 FT, -- (100,000 BTU) 5 DATE 5/12/99 FILE JOB 992250 (T CCAS LAYOUT AND SIZING, DUJN JFv I CHIC JV5 ��31NOT TO SCALE 9355 SW McDonald Str 13UP 2000-00206 49 or 73 1 OF SHEETS J – _ NFIA, Inc. 05/08/2000 10:58:20 6610431AW2 CmLEGIBILITY CTR Iommelem I 2 3 4 '7 9 10 II 1 12 1�3 14 lib 17 IB I9 20 21 22 23 24 25 218 217 28 2'9 30 CD ZI I 1 QI j 5 t7 HONI o IOZ 11LI.11,11.�, �a,L�J,.►.l 1a.� �1t1i1.�.1,1 1 IIiIIIi.IIIIIIIII Jill,II��I'LL]ll��l,�1�.1lollrlll�J►1.��l.a.l�I1I.JilI.1I,[ALT�-1.1.1.1.11.1 41111,1�1�J.11a1a.�I,.L�1�1�1�.I1.11.Wi111 I1J.ld 111.1JJ L11. jLji. ,Lj[d, 11!J.1.II.Ii11.11I1.1.1111111Oz Oil- .. ry.iMll.N *'4"nrykggAy+x«�n'h"?IM ••,•- «Mrn.+�r+nwwwrMhu+M++rrvnM�^M 'MN`'4r.+�WUN�NithMf`A�M�MpR'4'BR - .. '?gy':"•MNl7xCSNNCA1FRpgeb7NF_ _ .. .. - .. NM,:^FM".MMMw+•wtyY,�«t'ry'�+.MMY..+y«.—,< r.nw-wh.,+,n.waw..M+.....a«....+. n �. rv�xrN+•T'.N.,w..w,•e..�.+.........»......_....r...a...:. .,n. . ... ..a .. , « . .. .. . w. . -a. . w «. . w w W u..,u - n. :.}I, Yhlywt�nMM�y J�1 1 54P 49004W9 .I:SO:t1 000?/SO/s0 3U 'VIAw %FD PROFF\ F _- - 4v 10312 r F :HAUNT FAHJ) MEGHANIGAL LEGEND KITCHEN EXHAUST FANS oA►GoN EF EF EF EF EF EF EF EF EF APPLY U COMBINATION FIRE / SMOKE DAMPER MARK v�*1j r�ur�BER I 7 q WITH FUSIBLE LINK KF c j \ NUMBER - - ^_-- - EXHAUST -`- J - O - - I � TYPE GEIL-INC GEILIN6 CEILING GEILIN6 GEILIN6 CEILING CEILING GEILIN6 GEILIN6 FIRE DAMPER WITH FUSIBLE LINK �EXPRES: 30JUN RETURN TYPE ROOF MOUNTED RODE MOUNTED CABINET CABINET CABINET CABINET CABINET CABINET CABINET CABINET CABINET SYSTEM - LAUNDRY GAS REGULATOR UPBLAST UPBL AST BATHING LAUNDRY 501LED JANITOR SALON TOILET TOILET TOILET O THERM05TAT ® 48 AFF -- - - O 23 ROOF--X W/ CONTROLLED UNIT NOTED d- AUTOMATIC SHUT-OFF SYSTEM RANGE HOOD VAP;)Fc HOOD I r�I+) 1 ROOM* 239 ROOM+ I31A ROOM � I38 ROOM � 150 ROOMS I44 R00M� I49 ROOM+ I48 ROOMS '21 KITCHEN KI t<1iEN L_ MANUAL VOLUME DAMPER NAT. GAS 6 G -- C�F 285 225 285 125 125 200 100 100 - 100 C5 HALL MOJNT ELECTRIC HEATER NTS NOT TO SCALE CFM _ 1550 TOTAL 5P (IN H2O) _-- - 25 .25 .25 .25 .25 .25 .25 .25 .25 TOTAL SP (IN H2O) -- - -- z -- - NOTE: MUA-1 IS A ROOF MOUNTED 6A5 FIRED F-' _ MAKE-UP AIR UNIT, SEE SHEET M5.1 RPM U kPt�l 1350 1050 1350 1400 1400 1000 950 q50 q50 ------ -^_-_ HOOD 5PECIFICATION5 MOTOR (HP OR W) - - -� 135 W 81 W 135 W 113 W 113 Iy 83 W 80 W 81 W 81 W TYPE I HOOD, SEE KITCHEN SUPPLIER PLAN MOTOR (HP OR W) F.., FOR EQUIPMENT SPECIFICATIONS AND LOCATION. INTERI-OCK WITH - -__- CONTINUOUS CONTINUOUS CONTINUOUS CONTINUOUS L16HT CONTINUOUS LIGHT L16HT L16HT INTERLOCK WITH vJ MUA-I O T (-GINTROLLED BY - --- -- --- --- 5WITGH --- 5WITGH 5104ITGH 5WIT6H NOTES: CONTROLLED BY RELAY _ U 1) OUT5IDE AIR INTAKE SHALL CONFORM WITH IMG V01IttL TYPE/SIZE - - N/A- N/A - N/A N/A N/A WA N/A N/A N/A 2) WHERE SUFPLY UNIT EXCEEDS 2000 CFM PROVIDE CODE WHEEL TYPE/SIZE - -- PIc.,GHAR6k (WALL OR ROOF GAP AS STATED) ROOF ROOF ROOF= ROOF ROOF ROOF ROOF ROOF ROOF REQUIRED 5HUT-DOWN. D15GHAR6E (WALL OR ROOF GAP A5 STATED) -- - -- - 3) ALL DUCTWORK SHALL. BE GALVANIZED SHEET METAL _ Q I�ULATION Ay_-- YNO NO NO NO NO NO NO NO NO 4) LINING MATERIALS INSTALLED WITH DUCTS TO HAVE MOLD, HUMIDITY 150LATION , W DUCTWORK SIZE (INCH) 1011(p 8"m 8"m 6"m 6"m 6"m AND EROSION RESISTANT SURFACE THAT MEETS THE REQUIREMENTS 10"m 8"m 8"m DUCTWORK SIZE (INCH) F IRE PAMPER REQ'D (AT EAC►i IHR PENETRATION) YES YES YES YES YES YES YES YE5 YES 5) INSULATION MATERIALS APPLIED TO THE EXTERIOR OF THE DUCTS --- OG LOCATED IN THE BUILDIIIG TO HAVE A FLAME SPREAD OF NOT MORE FIRE DAMPER REO'D (AT EACH IHR PENETRATION) HA•.A5 OF DFSI6N (;REENHECVK THAN 25 AND SMOKE - DENSITY NOT EXCEEDING 50 WHEN TESTED AS SEE KITCHEN PLANS FOR ADDITIONAL INFORMATION 0 A COMP051TE INSTALLATION. KF FANS SUPPLIED BY KITCHEN SUPPLIER 5HOWN HERE FOR MUA REOUIREr-IFWa ) ONLY PROVIDE KIELAY FOR START / STOP OF MUA-I FROM TGHEN RANGE GREASE HOOD CONTROLS, KF-I AND KF-I TO DE 'riTERLOGK z � f�'G�OF TOS' UrI Tc�i _ FURNACE I AIR GONDEN�ER-COMPRESSORLn I'lARK T T T ( TL T MARK F F MARK GU GU rUJr1k it R I � b NUMBER I NUMBER 1c.)N:, - _ _-- 6 4 4 4 - 1.5 2 TYPE VERT. F�OW ER NOMINAL TONS 5 3 UA F r, /NOr11NAL) 2280 IblO 1445 IblS 2910 150 RENZOR MODEL: RPBH15O III-DIRECT OAS FIRED CFM 1800 1200 CAPACITY TO MATCH F/I F/2 1240 RPM / 1.5 HP AT 1.8 PRESSURE DROP 1 1140 CFM CAPACITY OR APPROVED EQUAL E ,- T F W,NAL SP ("H2O) O 1 0 9 0.9 0.1 0.1 0.5 EXTERNAL SP. ("H2O) D.l O,l 6A5 INPUT 150 MBH SUCTION TEMP (F) 45 45 MIN CFM OSA 460 325 300 325 585 150 MIN CFM OSA 360 240 ---- ------------- -- -- OUTDOOR TEMP. OF (°F) q5 0115 Ev EVAPORATIVE COOLER i.,A5 INPUT (MBH) 115 115 115 115 180 60 TO BE INCLUDED WITH MUA/I (RENZOR R6BH SERIES) _ 6A5 INPUT (MBH) 100 i 80 LOW AMBIENT CONTROL NO NO PROVIDE 12" 6LA50EK MEDIA, AUTOMATIC 1' FILL AND DRAIN KIT, AND ANTI FREEZE KIT. II A OUTPUT MEiFI) 92 q2 92 144 4l 6A5 OUTPUT (MBH) C12 14 OR APPROVED EQUAL --_ -- - I It TFR TYPE I" 2096 1" 20% 11, 20% 1,120% 1" 20% 1" 20915 FILTER TYPE 1" 20515 11, 20% Z 73 +� J TOTAL GOULINv (ME3F1) 12 41 41 41 85 24 PTAG THRU THE WALL PACKAGED HVAC UNIT ENI. AIR DEi/Wt3. V � 55/bib 80/65 85/6b 80/65 80/65 80/65 -1 ENT. AIR DB/WB. (°F) 80/65 80/65 COMBINATION HEAT PUMP WITH INTEGRAL RESISTANCE BACK-UP V L.VCa. AIR UB/WB. 56/55 56/`5 56/55 56/55 56/55 56/55 HEATIN6 (8,800 BTUH) �- __. _ v LV6. AIR DB/WB. (°F) 56/55 56/55 COOLIN6 (q,000 BTUH) EER 10.8 208 VOLTS �� M EG��NUMIZER v� �_- YES NO - NO NO YE5 NO - FECONOMIZER NO NO AMANIA PTC0g3A35AA OR APPROVED EQUAL -� EFFICIENCY (HEATIN6 95) 8UR5 0085 80515 8085 80915 80% BASIS OF DF5I6N CARRIER � 0+16HT (LB5) --- 144 _ 600 600 600 1100 300 2 THRU THE WALL PACKA61ED HVAC UNIT c ODE REQUIRED SHUT DOWN YES NO NO NO YE5 NO COMBINATION HEAT PUMP WITH -- INTE6RAL RE515TANGE BACK-UP EER OR '.iEER RATIN6, -- _ - -- EER 9.0 SEER 10.0 SEER 10.0 SEER 10.0 EER 8.q SEER 12.0 HEATING (q,g00 BTUH) COOLING (12,000 BTUH) EER 10.8 (Y C7VT 131DE TEMP=q5° 208 VOLTS (Yu ' E F R./E=ER SHALL MEET STATE CODE REQUIREMENTS AMANA PTC123A35AA OR APPROVED EQUAL 4 il')N UNIT TO BE PROVIDED WITH ALTERNATE MOTOR OPERATOR / ACTUATOR OPERATOR / ACTUATOR RR t�A��l�� OF [VE51C,N �.ARRIER (LOCATION MAY VERY) (LOCATION MAY VERY) ROOM TO ROOM FAN - BROAN MODEL 512 - GO GFM PROVIDE WITH PSTAT III MED ROOM - LINE VOLTAGE. a OR APPROVED, RF SUPPLIED BY ELECTRICAL, SEE ELECTRICAL PLANS FOR MANUFACTURER AND MODEL NUMBER. REFERENCED F F _ G ON MECHANICAL PLAN FOR DUCT ROUTING ONLY. (PRIVATE REST ROOM EXHAUST FAN) 51l SLEEVES TO MEETC•UDES I^fLD ---SLEEVE CLEARANCES. TOP=1/8' PER FOOT OR BOLT 10 GA STEEL ANGLE TO OF DUCT HEIGWT. MAXIMLIIM 1/2' CLEAR. EH SUPPLIED BY ELECTRICAL, SEE ELECTRICAL PL_AN5 TO 13LEEVE ONL T 5IDE5=1/b' PER FOOT WIDTH MAXIMUM 1/2' I FOR MANUFACTURER AND MODEL NUMBER. REFERENCED MINIMUM I" AWAE OVERLOAD CLEARANCE INSULATION J ON MECHANICAL PLAN FOR. SIZ_IN6 ONLY, CODE AP'P'ROVED FU51BLE - MINIMUM 3' SLEEVE PROJECTION, 5EE 5PEC (WALL MOUNTED ELECTRIC HEATERS - 1.5 KW) LINK FIRE DAMPER _ EACH 51DE OF WALL ASSEMBLY -- A D E A D E EQ INDOOR UNIT ELEVATOR EQUIPMENT - WNE'k MECHANICAL ALL MOUNTED AIR CONDITIO ---------------------- A Standard wood or steel Framed Fire partition with single header Fire rated COOLIN6 CAPACITY OF 12,000 BTU/H, SEER 10.0, WITH SCHEDULESREMOTE COOL I N6 CONTROL, AND OUTDOOR UNIT TO MATCA motor iat lining the opening is not required on metal stud assemblies. See Wood EQ OUTDOOR UNIT APPROVED MODEL: (INDOOR) K51211 AND (OUTDOOR) 61211 OR AND DETAILS Stud and/or Steel Stud Framing For Fire Dampers In Tunnel Corridor Drywall I- APPROVED EQUAL. Ceilings Supplemental Installation Instructions For further details. Opening she D,The fire damper shall be attached to the sleeve by welding, or with No. 10 sheet REVISIONS be a minimum 1/8' per foot larger than the overall damper and assembly size. metal screws, or bolted with 1/4' x 20 bolts at 9' o.c. maximum A minimum of -- Maximum opening size shall not exceed 1/8' per foot plus 1'. Opening shall not two connections per side, top, bottom. Multiple section units should be connected be less then 1/4' larger than any size damper and sleeve assembly at the center mull;ns with welds, No. 10 sheet metal screws, or 1/4' x 20 bolts at - _ 9� o.c. maximum with n minimum of two fasteners on each center mull ;n. - - - - - - - - B.Duct to damper sleeve connection shall be break away style. Rectangular ducts shell use one or more of the following connections: plain Sil;p, hemmed S--stip, E,vhen joining multiple damper assemblies, a continuous I/8' bead of Dow- - 5- LOCK DOUBLE CONSTRUCTED standing S-slip, and other similar and commonly used slip type Joints. Ductmate Corning 999, Dow-Corning silastic 732 RTV, Fiberfax, or GE RTV silicon rubber ACCESS PANEL PROVIDE ADDITIONAL may be used in lieu of slip joints provided that the corners are not bolted and sealant shall be applied between the damper and the sleeve. Only apply the ACCESS PANELS A5 REGD. FOR non--metallic cleats are used Round ducts shall use draw bond type connections sealant to the ' linkage side' of the damper. Note that the sealant is not required - FU5IBLE LINK or Pottorff supplied break-away cap/collar assembly. Sleeve through wall shall when dampers are supplied for Fire damper applications only and ore not required REPLACEMENT WHERE IN5TALLED IN extend approximately 3' minimum beyond the partition up to a maximum of 16' - - - FIRE RATED to be leakage rated. INSULATED DUCT TAPE INSULATION when supplied with Factory mounted access door, motor, or duct mounted smoke f1�t I IN l41 1 WI1-'1H `�1EE1 W1 At A�ti.E55 F�)R -.--- WAl-L OR GEILIN6 -- fl►)Itk LINK RL"AL EDGE5 TO MAINTAIN VAPOR detector. F.vhen provided w;th 5800 electric actuators, a minimum of 3 inches must be BARRIER SEAL. provided between the wall and the center line of the draft shaft. This minimum C.Mounting angles shall be minimum of 1 112' x 1 112' x 16 gauge. The angles clearance ensures Free and unhindered operation of the motor crank arm. Damper DATE 5/I?/99 LlNoTALLED _ FIRE DAMPERS SFIALL BEshould be attached to the sleeve not the partition, w th No. 10 sheet metal screws, may be supplied without operator/actuator installed or with loose actuators For FILE PER THEIR LISTING or welds, or 1/4' x 20 bolts at 12' o.c. maximum. A minimum of two Field installation. JOB 992250 Connections per side, top, bottom. Mounting angles shall overlap the wall a minimum of 1' . On Flange termination units sleeve Flange may be used in lieu of Model FSD-71 or FSD-72 (For Use in Dynamic of Static Systems) I Hour Rated - For Use In Tunnel DLII JFV I GMC JVB noun ting angles. Ensure that attachment device does not inter Fere with the Corridor Ceilings; Maximum damper size is 24' wide x 24' high. 1 operation of the dampers and the free movement of the blades. I FIRE DAMPER T1''PI (_-. AL M4,1 (,2_,� SMOKE DAMPER TYP I GAL NOT TO SCALE �- M4.1 NOT TO SCALE 9355 SW McDonald Str 14 . 1 BUP 2000-00206 50 of 73 1 OF SHEETS E' LEGIBILITY STRIP lomm.1 Cm 0 1 2 3 a 5 6 7 8 9 10 11 12 113 14 16 17 18 19 20 21 22 23 24 25 216 217 2V 29 30 CDZI 1 1 1 01 4 b NON • )OZ �ili1�11�I 1� 111L 1.11�1�ILJ ,I.u,�1�11�.L111 �J1 1 I .IWIU.I�.ItaklitiliUJ,1,1�1��11l-II�.la.�aJ.l-�I.11l> �1.1_�.I�.Lt�11.1.1,1.1.1��.IIII Ii.1.1.11.1a1-t.1,�1.�1i,�:11�J..1>11111�.l Wtll�a,l�''�U�LLLI��J�t11.1��oa w..*M+. nrre•.nq+«,+S+w'«. .,...+n,..w+ n,r,.nw.r-M!A.7RIM:'WMMr#MMA-an=-:..,.«+.,�,v...++r!,wr-x.newwr.w. ... .. . .. . .. .. .. „ .,.. . . . . - . . ... .�.. � - ... i .... .....w=n..,a,.•<r•+:•;.«r,.•n.- ..�. . -, 1 M, i yI a VENT GAP STYLE WILL VARY WITH C � 10312 l.� I VENT DIAMETER. BELMONT OR OREGO?j ROIJND TOP ACCEPTABLE IJ, Van 8�/ EXPIRE.;�30JUN1�.' 1 VENT HEIGHT AE3C)VE — ROOF PER MANUF RFS r)I�IMENDA T Ior�� U1. AND `)ERVIN6 UTILITY APPROVED � � 8 DOUBLE WA L I r',AS VENT I - 2'-0" MIN. < u STCQRI-I COLLAR --- — ROOF TOP UNIT � W H FI_ASHIN6 r r)NF (I I I B.U.R. ROOF CONTINUOUS WMNL 2R ki 31b"EMBEDMENTAG O xRE IF TYPICAL AT EACH CORNER FOR FLEX DUCT AT 5A AND RA, IF NOT i IN ALL UNITS PROVIDED AT UNIT Ad 101 FLASHING / COUNTER FLASHING 2" PSIG < UNIc�TRUT P-1546 OR --- -- --- �� C5TRUGTURE BEYOND AND ROOFING GAS LINE APf�Rc7VED, ANCHOR t0 I I � � -_-- FACTORY CURB 5" WG I L&A554JT-OFF AS PRE55ME REGULATOR VALVE TE`�T PLUG GA5 LINE I I W CANT STRIP ET FOR 2 11 TO l" WG �TRUC,TURE (TYP OF 2) I I — 5UPPORT COLLAR � I o < WI 1H VEN r BAND I I !•1AINTAIN GODS --- - - -- ------- -� ROOF I I r c,LFAA.ANGES FROM GOMBUSTIBLE5 I I ATTACH TO STRUCTURE14Jv I I u VALVE \An12 USUPPORT GABLE (TYP. OF 2) AS C,OGK Q VENT BAND Iz1 Ikill I NC?UR RATF[� CHAST ---- I I (2) LAYERS 5/8" TYPE "x" 1 ' DIRT LEG < GYP BOARD. SEAL WITH i i tom--G—�FIRE RATED SEALANT AT I i GAS I I ALL PENETRATIONS. COCK fit DIRT LEGACT AT r'.EILiNC� ---' PIPE COLLAR LINE FIRST 10 FT, OF DUCT FROM UNIT GA5 PRESSURE RE ON BOTH SUPPLY AND RETURN AIR DUCT SIZE FOR CONNECTION LOAD NOTE_ OR STIPULATED CAPACITY ON PLANS. MIN HEI BHT 24" ABOVE VENT REGULATOR TO OUTSIDE. ANY STRUCTURE WITHIN 10'-0" 2 T"rFIuAL RTU 6.7A_ PRV �I CCAS /ENTMS.I NOT TO SCALE NOT TO SCALE - i M5.1 �- M5.1 N � OT TO 5GALE } - 3 4� z7 Q0 I(y _ (y . FIRE DAMPER 05A DUCT IF fv `4 IT PENETRATES I HOUR MEMBRANE () 111 D z 150" MAX. ---- LINE FIRST 10 FEET OF RA L.---------r A �� ~F ------- �` LINE FIRST 10 FEET OF 5A HEATING CONTROL WIRING 18X18 OUTLET N ROUTE UP TO TO FURNACE SECTIO -- VENTILATOR C-AP COOK PR. NO FIRE DAMPER I I I I —OX COIL ROOF LINE OR APPROVED EOUAL I COMBINE WITH 18 INLET HOOD BLOWER INDIRECT r------� REQUIRED I OAS VENT CONCENTRIC SECTION FIREDI I 2-PO51TION MOTORIZED DAMPER I FITTING AND SECTION I TO OPEN WHEN FURN"•GE UNIT IS I I ROUTE THRU -� v i I1feH d C r'�IIN T E R -- a I OPERATING. I I AIR MDUCTION ROOF. FIRE STOP F I A-HIND- _ ; I I ALL FIRE Iii? ED LINED 36X38X20 PLENUM I I PENETFZATIONS MECHANICAL WELL WALL I I MECHANICAL - I I I I I MVD I I I I I6" FURANCE SHALL BE AA L15TED DETAILS --EXHAUST DUCT/OUTSIVE AIR INTAKE CURB ;i w 1 LINED 18XI8 5A I I -- G I _____ SEE PLAN FOR SIZE NG I i I I I FAN SECTION REvlSl0�18 I / I _ I T • TEMP SENSOR EV CONTROL WIRII i 05A DAMPER I I ' TO FAN CONTROL I I I 3/4" CONDENSATE TO FLOOR DRAIN - I I WIRE TO SENSOR I I FILTER ` FROM SUB-BASE t-4 E `�HAU5T OUTLET _ 5 MUA DETAIL h FURNACE DETAIL FLOOR NOT To SCALfY _ �51NOT TO SCALE HONEYWELL MS.I NOT TO SCALE — T-1300 THERM05TAT WITH REMOTE 5EN51NG 5013-BA5E -- LABEL THERM05TAT SHOWN DATE 5/12/99 ON M2.1 "MAKE-UP AIR". FILE I JOB 992250 MiN JF v CNK J VB I 955 SW McDonald Str. BUP 2000.00206 51 of » I OF SWEET$ ¢, 1 (-... .. ;IIII!IIIfII III'li ' I i lli f illi:' «` •,, III!Ililll�lll!� `I�IIi ' � � LEGIBILITY STRIP 0 2 3 4 5 s 7 e 9 10 It 12 13 114 16 117 Ile 119 20 21 22 21324 93 26 27 2e 29 30 ZI 1 I OI b NONI 70a 0Z I 25X U.1 L.LI,1 LJ�l I.Ll.l.l 1.1 i.la,ll 1 1�.l IJ_L I I 1111111 l STI 111 I Will I i I I 11 1 IT] I I I I l I l l I,1.1.LI,lL1J 1I�.L.IJ l.I.DILL 111.t al lla-1I�1lLlJ.L I till.IJ�J LLLLLh I��.lt�l>l ..'.- � +►w^ypr,MwrNNw✓'Mr"wJq�'IIIMhM. r,.rwhfwM+nw'AM�wMMwr.r,,.+.. �Ew.p- . -.^r+. ,. sg1n:., .. .., ...:v... .. ,.,. ; , ,r..w.w rc.. ..N.. Y.,., n. r.... «.y,.,w«..,. .s,�,H ro Trlem •orwwegl"M,w�.aN ' wplt,l. +wi"mtr61R '�' - 1 'G ' ^5 Y PN 4i 10312 0 3" OVER FLOW DRAIN FROM ABOVE k GO DAYLIGHT ABOVE GRADE, REDO" 2 ,4 4� 9 3" RAIN DRAIN FROM MECHANICAL DECK. ; _T. 4 6,a B�f CO /— 5EE CIVIL PLANS FOR CONTINUATION. "` �' I I EXPIRES 30JUN00 UNIT - C (�u,� I - j 11 HALE 135 - I UNIT - C (SIM) 134 108 UNIT - D UNIT - A (SIM) I-I/? VENT UP � I `UNIT KITCHEN CN.I r 114 113 ( F5-I 141 111 UNIT - D UNIT - D UNIT - A �' GO J 110 109 7 -,' UP- 3.. VENT UP - 'I l --- I e 3" W E{ V .II�---2" VENT UP /� U } + FD-I DINING ROOM (� LL! E) - 3' w w 5= 129 $" W HALL C 5='J F- ff I L C5-1 5-1 FS-I 2 VENT UP 155 31, W J i . L � ,. � I _` � O all 1. li1C- a - _.. C GO D • 5N-I ❑ 5-I �� twc` 4" W V .... +f--2 VENT UP 4 W 4" W F � !�• _ A �� gN-1� 5N-1 _-- .I LV-I A] CO OL LV Irm f -� 1 5-I 5-I -1 r ❑d 3' YV Lv-I I 4,1 W i - -00?-_ � J - ( r LV_I r l — L-g-I �WC� LV-I LV-I ;J _ TRAP PRIMER FOR FLOOR SINKS HALL i`- UNIT C 3" W AND FLOOR DRAINS IN KITCHEN 2" W A WC I LV-I HALL LV-I �A WC-I O F-+ 55-I r -- 116 4 W 2„ VENT UP 2,. � J = l ! , F N 2" W -154 Y. W UNIT - C LAUNDRY UNIT r 'ROOM 1 , inz I-I/2" VEN UP K Fp-I I P i-�' ,�_ NT��zizrr 107 w U WG-I LV-I 137A r-- 4„ W ,� A ? V U 1 /2 VE UP S-3 UNIT - C STORAGE `---� v 106 U 5 I LOUNGE -- IlF-I �1 F5-2 JulF5-I 12B __� - - "= 143 ~j r r �� [a_] 1uF-1 L fr-2" VENT UP �� Fb-I LOUNGE �+ LS1 ® _136 t S rx I tfo 13 ;r I STAIR i i�iiin I 133 O L V I ) LINEN �I JAM. �g-3 2" V UP -I I j MAIL BEAUTY D I. LV-I 140 I [-' i _�_ 131 I -- ELEV. SALON146 -_-=r, ,:..: MECH. I 3. W -I ® j 4 144 - �, 1 I— T SN� HALL 11 152 2 VENT UP aa-I 3 W u pF-I HALL D SN-I HALL 153 ; I -� LV-I l CLV-I � 1 � WC-I LV-1 LV-I jG-I-I 2" VENT UP a 2„ W 153 �O 4,1 W �._ LV-I WG-I G -- 4 W Lv-I � LV-I LV 11C- LV- LV-I WC-I G � �... J -1 I � I ! ® �'—, MEN WOM Q O II . O O ') 4" W t ' 149 O 3•' W y 4' W p N 1 � ` ' 148 � -� �� _ i I�-+- --- -- -- L ---'� WC-1 R„ 0 LE T I O W T I - 6„ W 4„ W - . Cp F - - I I I ( 127 E 4" 6" W Fa-i RECEPTION LV-? 1d1C-I TLV-2 I I 5-I S-I 0 5-I -I L►-J_••.. l i LOBBY L— I T I I f l ( �� C� C 5-I ( q 125 —_��. �' 9-I 12 _ .) Su d E 9N-J C gka-1 E E �9N-I E ` 8N-i I MED. 2" VENT UP 9N-I gN.l r d E L� �_ O ELECTRICA I do REC. �_ E E d N o a I a a a _ STAFF UJCO MECHANICAL ( j 145 UNIT - A2 NIT - I NIT - I - UN11 - A UNIT - A UNIT - B UNIT - B �� UNIT - A I LOUNGE 130 ca VESTIBULE I M U B U 8 UNIT A UNIT - A \V 118 119 120 121 f 122 126 I 1 OC 123 S-3 OFFICE 101 102 103 I 104 10S _- . 1._f i. �.7 111! ;P,IIIII2 Il r GO I-I/2' VENT UP z _ CO 4" GREASE LINE 3" RAIN DRAIN FROM MECHANICAL DECK. INV = '� FEET BELOW FINISHED FLOOR 5EE MPI FOR 5EE CIVIL PLANS FOIL CONTINUATION, CONTINUATIONCY I tt Cf 14 3" OVER FLOW DRAIN FROM ABOVE DAYLIGHT ABOVE GRADE. b' WASTE LIN , 5EE CIVIL PLANS FOR CONTINUATION i ' ! i I _ REVISIONS FIRST EL ❑ OR WASTE AND VENT PLAN P�•1 SCALE- 1/8' = 1'-0' 5EE P3.1 FOR WA5TE AND /ENT R15ER5 INDIGATE5 RISER 5HOWN ON P3.1 — 2 . 1 9355 SW McDonald Str. BUP 2000.00206 52 of 73 -- —• _ - `_1.:. � to LEGIBILITY STREP GmO. cm 2 3 4 5 6 7 B 9 10 I I 12 13 14 16 17 18 19 20 21 22 23 24 25 26 27 26 29 30 ZI I I OI 1 �, NOW 0 loe tt l ! U I.L11�1 tli,l�lt,l�.1;!.l►1� �,�.<a.l.i�oz 4. 7 . .. ... .•r.....,wr. .ys.'+r. nlwwM..wry*I.A .IpiawrorytiMU>'ITdq^�. - AIwMw.. y , w 10312 '/,- OREGON TYPICAL RISER FOR ALL LIVING UNITS on g+r P Ti 't � UNLESS OTHER WISE NOTED ON PLANS I - i SEE RISER 111`333 FOR SIZING EXPIRES: 30JUN00 n �I _ 135 ` UNIT 108 C (SIM -- _ I E UNIT - ( ,iM� UNIT - D UNIT - A (SIM) UNIT - A ! KITCHEN I UNIT 1. 114 113 COORDINATE ALL PIPING IN KITGt1EN AREA UNIT - p -_1 112 =— 1'411 t ` ANY PIP NHANICAL BEFORE IN5TALLIN6 I _ T j 111 110 109 11 UNIT D I - G O TUB NG. 1 Z - 19__ I I° Gw � j -- � U 5N i j I 3/4" HW 1-1/4' GW I `-' El HALL_ I 1 DININGROOM - I 1 SFa-I W � I HALL 1 l" G W 5.1 (3155 4„ f I Lv-1 SN1 O l_�/- 4/i- 5♦•1-1 .c!_I I SN-I u 1 N -- 1 rtt 1-1/2" GW — r �N-I { gN'I - - � WG-I LUC-I > / W ,� - D LV-1 I ' LV-1 2 GW WG-I � -1 i -I/2" HW CLv-I LV-I 11/2 CW b-i 98-I I-I/4" GW uj UNIT - f -- I" CH -- I I/4" GW HALL R15ER FOR INTERIOR FIXTURES — 3" GW UP " 1 1-1/4" HW � � H 11E 3/4" HW I" HW - 1" 140 HW r i - ! -�!" - HALL UNIT - O C_ 1 5EE 2/P3 3 FOR �,1ZING _�_ �— _ - - - I-I/4' GW f - 151 3,4� N =0 Ali, * --- - ------- - — - - I ,. , . HW WG-I L V-I 151 I , Hyl UNIT - C NDRY I 1-1/4' CW J ---•"r urrxriiLir i� �� -- - - �, - '� - IIii �� V 2„ GW - -- -- , ll L117� 3/4" HWR + DOM » „ — S-4 3/4” H* UNIT - C _- I I/�" GW 137A 11i•I I-I/4' HW 3 HW, I"—HWR AND -1_-I/J140 HW DOWN STORAGE �`� 0 FR�F�i AVE - 143 - I-I/4, GW 106 S-I 1-1/4" HW LOUNGE » �- 1 I - g-3 Z N Ili-? ( - - 3/4 140 HW DROP TO DISHWASHER 136 f lL./ ��'?J f N I ,u 1,trrrrrs LOUNGE j i D 13 tt,rtr..rtct_� I HWR - - EMAIL Ly-I E _ STAIR 1 rnn.>��> 133 LINEN � I JAN. 3" GW ; 8-3 � I - _�_ 131 ELEVt' ' BEAUTY 146 LV-? � 140 C 2-I/2 I �I _._._-_ MECH. 132 SALON •.! �� 128 r t ,t r r l: , 99-3 I 142 144 - l . 7 o C7 l 3/4' HWR HALL Ittt::tt 1 1!rt:r,::,ut::,,rl J I L - 1 - - «_ h L ,I 3/4" HWR— _ _ .2 w 152 314" HNR I-I/4" GW °�S_I �.. t;W 3/4" HWR _ - - - - _ - - - - - - I-I/2" GW - 3/4" HWR 3/4" HWR - WC-I 3N-I HALL HW I" NW A`l 2" HW 2" GW AND HW HALL I.. GW - N I-I/4" HW 2" CW 2" CI,V I-I/4" GW 153 W BALANCING VALVE 153 3/4 HW ��, _- - - - - - - _ - - - - - - - - - - - 1 - - - - HW � " HW - - - - - - -.� I c� �„ CW ► II -- - - LV•I LV•I L'V LV Wr~-I { MEN' �� V "� • �� L v I -"'.� LII •) , 3/4" HW �, 148 t 149 I j ��, .- - �� tF Lx-I I LV-2 - , 1 1116.1 N WC-I Lv-I Lv-I � `� Il1G-I WC-I LV-I LV-I � � �� I I ' 127 j I 3/4" HWR PR IDE TRAP PRIMER - 2" CW FORFD-I IN ROOM RECEPTION LV-? lI1G-I LV-? 7 ! S-I S-i �� ( ---- - _ �. I — — _e E) 5 5-1 � 125 - S-I � S-I I 2" HW LOBBY ! S-I _t, �� F 5-171 5►-+ ' � SN-i SN-I I � bW-) � 124 ' MiD. ' - SN-I RE SEE RISER 4/P3.4STAFF w SH-I bld-I SN-I SN-I SN-I U �� FOR 51ZINC7 - - U UNIT A _ UNIT A UNIT - A UNIT - 8 UNIT A LOUNGE CW ,u a; 145 UNIT A2 UNIT 8 ,' UNIT - 8 UNIT - A UNIT - A C ilF� 119 120 121 122 126 VEST18UL�. z -- ELECTRICAL/ F 8-3 OFFICE 101 1-02 103 104 105 - I MECHANICAL 123 ' � 1 I ! I I 1 � . ,, ..•,I I.,l f l I 1 I 1� 1 LIl � n- I ___ L_._._rl - -- �_:_�__ _ _3--�-.- __ __— I J 1 , 1 uj j � ' � 1 ; ! � 1 ! , � ' ' I , l � } (`ham) � •`� � ( � l ( ::;. --_ � } Q1✓ - 3" WATER AND b" FIRE LINE SEE CIVIL PLANS FOR - CONTINUATION (�) z FIRST FLOOR DOMESTIC ��' 01 ,E 1 ES I � WATER PLAN �s cj1 ►'l I1� tII1Nr-, L,� rt[-%:�L NOTES: 2.1 SCALE, 1/8' = 1'-0' , `4� F'I-:t IUPINe, 3/4" PR(--'P TO LV-2 WITH A 3/13" TEE OVER TO WC-I. / Il t 70FAINc; 1/2" HW DROP TO l_V--2 <D� PEx TUPINC-+ 1" 140 HW DROP IN WALL TO WA5HER5. PROVIDE 3/4" 140 HW TEE TO WF"--I AND 1/2" 140 HW TEE TO WF-2. PROVIDE RP BACK FLOW DEVICE LOGATF 1N LAUNDRY ROC -1 { PEx. T11E 1N& I" CW, 1" 140 HW AND 1/2" HW TO LAUNDRY ROrM AI30VC 1 F"RcWIDE 1/2" 140 HW TEE To EACH WF-2. PROVIDE 1/2" CH TEE TO 5-3 AND TO EACH PI ROUTE 1/2" HW UP AND OVER TO 5 5EE R15ER 3/P3.3 wl rEx TOPING I" CW AND 3/4" HW TO MANIFOLD IN WALL. 5EE R15ER 4/P3.3 • E� tI_t tUPINC-+ 3/4" GW AND 3/4" HW INTO WALL. PROVIDE I/2" GW TEE TO 5-3 AND DF-I. .. - F,RciVIDE I/2" HW TEE DOWN TO S-3. ROUTE 3/4" HW ANC? 3/4" CW UP IN WALL TO MANIFOLD. r ' ,E E R15ER 5/F? C7_ srr. F'Ex T11E31Nt_• I/;" � W AND I/2'' HW DOWN TO 5-4, PROVIDE I/2" GW AND I/2" HN TEE T'o 5-3. SEE R15ER b/P3.3 REVISIONS PEx TUPINr_- lit" W AND I/2" HW UP TO 5-3. 5EE R15ER I/P3.4 O PEx TUPINC, :;/�3" HW AND 3/4" C.1M LIP TO MANIFOLD. SEE R15ER 2/P3A (D NO T U5E D OJ PEx TUBING 3/4" HW AND 3/4" c C)L-)WN TO MANIFOLD. 5EE R15ER 3/P3.4 -E c - C' F f= 2 , 1 9355 SW McDonald Str. SUP 2000.00206 53 of 73 LEGIBILITY STRIP om0 2 3 4 5 6 7 8 9 10 I I 12 13 14 16 17 le I II9 2lO2iI 2i� 23,:. Cm III Innlniilllll,II1 ,IlIIn iuIIIII Milli "-1 cm 24 25 26 27 28 29 30 01 HONI • lOZ - • `",, !�oz - - -- "M 'h?rM1sM"Ms"'!1a Nn.R*,"Sldfti'1'nMYiN,Mr+'NM1Xaw"wN+nuMN«�a"n"h�""+M, '++R. "'?'",.' 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ATHI FD-I " VENT P FROM I F232 FROM SALON i I Q �,: � 2 E U RO KITCHEN II � ® ❑ 239 BT-I - —• 3" RAIN DRAI - -' LV•I '' -I LOUNGE CA 2 CRY i FD-1 OD-1 RD-I 2" VTR DOWN IN 823R - ;. . .., FROM FSP rt J r- A C�2" VENT UP ,:„ ,, , �i II _ - I LOUNGE WG-I gN'I FROM PUBLIC -2" VENT UP 3" VTR TRAP PRIMEf� F R FDuI IN MECHANICAL ROAM ❑A gH-I HALL RESTROOM G FROM SOILED 2., V 230 , ROOM HA- WC-I LV-I LV•I wc.l C we-1 LLV-1 �- �� 2 V — �� - Lv I WC I LV-i WC-I WC-I LV-I WC-I LV-I LV-I D LV-I C_J 228 .� .. __ _ _ LV � � LV-I � LV-I CW�� _ _ WC WC-I -I 1,UG WC WC-I L I i '� Ll a 3" V _ 2 V I . V 3" V 2" V 1 LV.? �I „ _.. -I b V 9 V v V v-- — v � �� v v v v v --- _ _ V+ v- v v I I �� v v v v v v > - - :- 2 v l 9N-I Ii - 11 I ,. I �3" V �L.2„ V fi a„ VTR 1.1 I I 3 V I Z _1L t I I I N _ - S ' I g-I © 8-I 9-I 9-I t l b•I _� OPEN TO ! L.�_� ®� N-I � Cj ESN r, gN.l BELOW UNIT- H E D E L5N I ------ g�-1 I SN-) l_ SN-I � bid•I gN-I U ❑ ❑ I ❑ M 201 E � I N � UNIT A UNIT- A NIT- A UNIT- A l 220 221 j U UNIT- A2 I UNIT- A2 Q UNIT__ B UNIT- B 224 22S UNIT- H - 202 203 ' UNIT- A UNIT- A 1 t L 2c2 223 UNIT- B UNIT- B C'--� 1 I 3" OVER FLOW DRAIN D WN IN WALL 1-1/2" VENT UP 2" VENT UP FROM l� fy FROM SINK PUBLI6 RE5TROOM5 l� i � lll ( ;j 1 N SECOND FLOUR PLUMBING PLAN Pz.2 SCALES 1/8' V-0' REVISIGN9 SEE P3.1 FOR WASTE AND /ENT RISERS — DINDICATES RISER 5HOWN ON P3.1 I f= 2 2 I 9355 SW McDonald Str. BUP 2000-002 S 54 of ?3 NFIA. Inc. 05/08/2000 12.46.41 661OP22. ' " Ili ii'Ii i IIII II ifll IIII I it 4414 III 1111'.111 IIII Illi I II'III:iI:I I i _ I, ,• ! I I I II i I II Ilnl l6lll�ln' II Mlle IIs 2. I 1 I I II iftt!fli i ,,,Ifli ' Illi i.., LEGIBILITY STRIP 0 1 2 3 a 5 Ji 9 1�0 11 1�2 113 Ila 1 Omm.1 cm 0 21 22 23 24 2'3 216 27 29 29 30 81 I ( OI b NJNI • 10I 4 l. l';,�.1 .�.;.�1,�1.t�, l,��.lila.l�I�.1�.1�.1.�1.��11L1��.L•I.�>,.1�1.�.IJ-I.LIiJ�I i I;�,I.1�.I.��1J,li�.i.I 11.1�.1,�.1a,�>"l>.�1�).�1_��.(.a.1,1.W�1��,�1�1.�.(,t11.111�1��.�,1�,�.1�.u.1.1.1.�J.1.1>-la.la��.;.1.1.1.�.1.11�ii.1.11��11�!�1�.I.Ll�l.11,tni 11 l�°z �A .4•`,41..,;,.;, .pix,v,,. ..www*.'»,«..o.R,.«.r'•n,,rwrr�.n«.F.+.r, Mw •+..«.,w:,a +m+«a+amr,.+..+.,.+resrne■r,w••r+r„.pan,tem...,.,aw+r.. .RMw +..,aaa«,wMrr+rpy+.w..W.q. wn�.a••.r,..n►�•Y rrrwa . !�w�hnMMw + waw..+.rv+M +eeti.w,n. ,M 'w.wrr••• ,..,- r. .. <: ,_ ., _...,: . ..._ .. .:_ ...-: +!!Twww,WNwwM+esT.rWI' 'Mi«:tr.Nws.,..w:ew*avm+•.- .. .: •�W.,..w.<+.wArtn:.».wMt. + ,. - ,. ,<r. . _ ., .•... -. "fl7"M+��' ,. 1ey-WfMAnP+sw+,rtMrIMNM? +>�RP «a+a•.r^!,Www+^nw..+,.,wr.a►*rww+.r.7nn wr-• .,,,.,...,r•„r.bgr+.* ,»neaM!.,+;+a...r4@MiMilMru �5+wE .YhAdrA�'. 'M,q!"'!'M 7 ;r 2" VENTVENT 2" \ t10312 r _\ 3" VENT / ?" VENT j 1 1 V > eRc coH 2 �-) 2" gN-I > ✓G 13. A9�q • 1.On B% >� , - EXPI LV-1 LV-I > > � I RES: 30JUN00 �-I —' WG•I 3° w 2 WS-I 1-1/2 V LV-I 2" W 1-I/2" v i 3" W 3" INs�cr SN-I 2" v Hp Cn ., _0SN-1 cn Hb�< s�CCoM, o 2 P< sFco Z ~ 1► L✓-1 I �,Q I R� LV-I I Hb� < U -- o A _J1 aN� ooR WC-I S-I op LLJ 2" W / 4" IN 2" w O Z �, iRsr f c o � cX1 �c< sr o0R C 00R 0 Liu I LU,45TE AND VENT R15ER 11A11 _ 2 UJA5TE AND VENT R15ER 11811 3 UJASTE AND VENT RISER 11G11 4 UJASTE AND SENT RISER I�DII _ P3.1 6G a-: NOT TO SCALE ^ P3 I SCALE: NOT TO SCALE P3,1 SCALE: NOT TO SCALE P3.) SCALE: NOT TO SCALE U �114 O ztrl (In I-1/2" VE►JT < < 1 2" VENT 1-1/2" VENT > t 3" VENT > 2" v > SN-I SN I > 2" W /V 3 W 1 1/2" v 2" W 1-1/2° V SF SN-I gN.1 2" V �c�HO z )00-V H I s � b � IN <O� gN-I �Colb L I AXP I s�C04b Sv- __— (s o 2„ w S-I 311 w�� 2 00 a� d P ST 00 Sr � � �� <p 5 UJASTE ,4ND VENT RISER IIE II UJASTE AND VENT RISER IIFII U�A5TE AND VENT R15ER IIC� 11 S A T A _ UJ 5 E AND VENT RI5ER N SCALE: 1 CT TO SCALE — ! P3 1 SCALE: NOT TO SCALE P3 I SCALE: NOT TO SCALE SCALE: NOT TO SCALE C •� 2" VENT 2" VENT 2" VENT 1 �; 2" 1 VENT 2" V NIJ S-3 0T > > 2" v 2., V Lv-I FD-I WC LV-2 -I IJJF-I ll�-I BT-I 3" W FD-I � L PLUMBING -- sFcUHb sFc0H0 CON PLAN P O _ P2.2 FOR q , 3" W <noR ✓ NT PIPE ROUTING =_ 3" W REVISIONS �c,,psr fi �c,Rsr ��RSr — <� �Coc�P 00 -- R 9 NOT_U5ED 11111 __ 1 V UJA5TE AND VENT R15ER llill 11 uJ,45TE AND VENT R15ER 111611 (' SCALE: 12 UJASTE AND VENT R15ER 11L 11 P3.1 SCALE Nc�T TO —Sr–ALE - P3 1 SCALE: NOT TO SCALE P3 1 SCALE: NOT TO SCALE P3 1 NOT TO SCALE t s 9355 SW McDonald Str. BUP 2000-00206 55 of 73 LEGIBILITY STRIP �T 6 7 8 9 10 1 1 12 13 14 16 17 is 19 20 21 22 23 24 25 26 27 28 29 30 - 2 3 a g iQmstm 2 5 z l 1 1 01 8 4 MON I 10 1 OZ s� .� �,1�.1.1.11�,�1 ,!!�1.�,�.1�1�,11�1.1.W��.LIa I.r��.1�.11�1�1��i1,�.111 .11.IJ.It�.�,1��1LI.�1�1�.�J.�lI.�1t1�.l.,IM1�l�I.��.W�.1t1�.�..�1.�J 11>.11.a.�.1�11.1.�.�.j�Ja.�.l�,It�.►.I.>aW.�.11��1.�1�.�.1>l�l�lw,l�l..�il�!1J.�. ��oz opkM"I"Of WPM" .. -. .:- :«+ eYewwrTu+F/ A, !++w*mIMMriAM.r r:Yt .. e5 w ..M^- aM4Mic'HwT, ..1. � ��X. _. ._.. ., .. � 1'Mq' 'NMMM'M�IM-'^! �.. : .. MYWwiwF -. 1 s ,A };IY. 1-1/2" VENT10312 r 2„ VFI�T 2" VENT - 1 OREGON Z ti9 > j > \ ion SN-1 JOIRES: 30JUN00 5-I OR I � > r✓-N I 1-1/2" v - - z i� Sic S 1 co SEE PLUMBING PI.t1.'�T C < U 'F�pti ^`� P2.2 FOR otic Cn W ON, VENT PIPE ROUTII'JG < o �� OR W Only rl4 NOT USED 11011 14 NOT USED 11 P 11 u UJASTE AND /ENT RISER_ 'IM " rli� UJASTE AND /ENT RISER 11N11 P3.1 SCALE: NOT TO SCALE P3 SCALE: NOT TO SCALE aG SCALE NCT TO SCALE SCALE: NOT TO SCALE O P3.1 Z � < < r I I T i - `J 111 - Iy I11 :7 REVISIONS 9355 SW McDonald Sir. BUP 2000.00206 56 of 73 ..... .__ ne.n�i�nnn ��.7n.�t .a�ne7•f A..w ' Cm 'j 1' 'j� I''','II �Illlii'jtilll!illilII11111111111 IIIIci11 R 111 "114 LEGIBILITY '•i LEGIBILITY STRIP i ! i i I I�Illlill!l.ljl I!I � !il II'II��1 I Om0aI cm 2 3 4 5 7I 9 IO 1 I 12 13 14 18 17 18 t9 20 21 22 23 24 25 26 2'7 2e 219 30 C Del I I OI q f7 HONI 10Z OZ 1.t�.11�«1t�1llA�IJ111W� 11 i I �111111J� .I L1J�11>l►la�►I I I�,I�I ,I.t1111 ��11 11 �11I 1 1 I,t11�1L11�.111�1 I 1 I I I.IJ I.II��I.J i_I I�111111I..1l�1�.1t1 a G.l1l�l�l.�l �.�I I I (�I I)I I III I 'f Oil 00-1 f; r� 4; v, r t, t 1 LS MANIFOLD 1031? I BRANCH LINE, WITH '✓lam 4 OUTLET CONFIGURATION TYPICAL OF2 OREGON s--GAP EXTRA OUTLET PER MANUFACTURESREQUIR M NT5 \Pon BSP / -112" OUTLET T0 LV-1 EXPIRES: 30JUN00.1 --112" OUTLET TO 5-1 112" OUTLET TO 51-1-1 ' u-ws GAP EXTRA OUTLET PER MANUFACTURES REOUIREMENT5 RP BACK FLOW DEVICE LOCATED IN LAUNDRY ROOM 1 TYPICAL OF 2 Z � � 3/8" TEE TO WG-I � � — -I/2" OUTLET TO LV-I, WITH 3/8" TEE TO NC-I -- 111 OUTLET TO 5-I 1/2" OUTLET TO 5H-1 3/4" GW LINE TO WF--I W — 1/2" Hk1 112 CPSI 1/2" CW TEE TO WF-2 O 3/4" r.w Alf) iAVv----- LLF-1 \ U PL5 MANIFOLD PL5 MANIFOLD ' 11 112" BRANCH LINE, WITH 1" GW 1/2" BRANCH LINE, WITH / 2 pG 4 OUTLET CONFIGURATION 4 OUTLET CONFIGURATION TYPICAL OF ?. / TYPICAL OF 2 ` GAP EXTRA OUTLET PER MANUFACTURES REOUIREMENTS / I GW ' / � ' I/2" OUTLET TO 55-I I" 140 HW �►,0 F„ I/2" OUTLET TO LV-I I/2" OUTLET TO 55-2 6-3 7. I / I/2" OUTLET TO 5-I / ' < / I / 1/2" OUTLET TO LV-2 ... V4 AtJC ;/4" HW ---�Y--- -�, 1. 1-1/4" GW AND 3/4" HW r 112" OUTLET TO 5H-1 , ' - 1/2 OUTLET TO 5-3 ��,0 , / , / U --w—CAP EXTRA OUTLET PER MANUFACTURES REQUIREMENTS Z 41T 1/2" OUTLET TO 55-I Lq__-e-318" TEE TO WG-1 �. I/2" OUTLET TO LV-I, WITFI 3/8" TEE TO IC-I � I/2" OUTLET TO 55-2 SAO / ' < < I - 1/2" OUTLET TO 5-1 I 1/2" OUTLET TOLV-2 / • I.. GW 1/2" OUTLET TO 5H-1 1/2" OUTLET TO 5-3 / / • • 1" 140 HW I/2" HW RP BACK FLOW DEVICE LOCATED IN LAUNDRY ROOM GENERAL NOTES: 1) DIAGRAM 15 A TYPICAL ROUTING UNLE55 OTHER W15E 3/4" GW GENERAL NOTES: NOTED ON FLOOR PLAN P2.IA, 1) INSTALL AND PROVIDE ALL SUPPORT AND ELBOWS 2) IN5TALL AND PROVIDE ALL SUPPORT AND ELBOW5 PER MANUFACTURER'5 REQUIREMENTS. GENERAL NOTES: PER MANUFAC,TI)RER'5 REOUIREMENT5, 2) PROVIDE FIRE STOP SEALANT AT PENETRATION OF I) INSTALL AND PROVIDE ALL SUPPORT AND ELBOWS C � 3) PROVIDE FIRE STOP SEALANT AT PENETRATION OF RATED A55EMBLIE5. 5EE ARCHITECTURAL PLANS FOR PER MANUFACTURERS REQUIREMENT5. RATED A55EMBLIE5, 5EE ARCHITECTURAL PLANS FOR LOCATION OF FIRE RATED A55EMBLIE5, 2) PROVIDE FIRE STOP SEALANT AT PENETRATION OF }I LOGATION OF FIRE RATED A55EMBLIE5. RATED A-55EMBLIE5. SEE ARCHITECTURAL PLANS FOR j LOCATION OF FIRE RATED A55EMBLIE5. �- 1 DOMESTIC DATER RISER 2 PIPE ROUTING 3 KITCHEN PIPE ROUTING _ P3 3 NOT TO SCALE P33 NOT TO SCALEP3.3 NOT TO SCALE v JL1U1 > _T �aQ1 PLS MANIFOLD J IQ 1/2" BRANCH LINE, WITH Q / 4 OUTLET CONFIGURATION TYPICAL OF 2 llI -e—CAP EXTRA OUTLET PER MANUFACTURES REQUIREMENTS ---1/2" OUTLET TO LV-I la OUTLET TO 5-I lY l IMP I/2" OUTLET TO SH-I f t ' GAP EXTRA OUTLET PER MANUFACTURES REQUIREMENTS I ' T EE r0 WG-I 1/2" OUTLET TO LV-I, WITH 3/8" TEE TO WG-I I 1/2" OUTLET TO 5-1 1/2" OUTLET TO 5H-1 3/4" GW AND 1/2" HW I _ I I" GW L fNE FLS MANIFOLD HTV LINE I 112" BRANCH LINE, WITH / ' -�.•�_ b OUTLET CONFIGURATION S-3 ' PL5 r1ANIF OLP - -- • • I I/2" GW AND I/2" HW 1/2"BRANCH 1,INE WITH GAP PER MAUNFAGTURER'S REQUIRMENTS , N OfJ UTLET GOV IC-•ORATION / � TO PREP SINK FAUCET I GW AND 3/4 HW 1/2" GW AND 1/2" HW ,`/ I K-. TO HAND _SINK DF-1 TO UTILITY SINK S_3 ' . ' S-4 REvISIONS TO POT SINK FAUCET TO SERVICE SINK (55-1) TO PREP SINK FAUCET, PROVIDE 112" TEE TO 015POSER1/2" GW TEE / --- TO HAND SINK ` ` \ 1/2" GW AND HW TEE - TO POT FILLER FAUCET TO 5-3 SINK 4' E r-+Ak- HINF ( f TO UTILITY SINK 1 -- TO DISHWASHER. PROVIDE 1/2" TEE TO DISP05ER TO 5ERVIGE SINK (55-1) PROVIDE 1/2" TEE AND RP BACK r FLOW DEVICE TO CHEMICAL D15PEN50R. GENERAL NOTES: GENERAL NOTE5: - — - --- GAP PER MAUNFAGTURER 5 REQUIRMENTS I) DIAGRAM 15 A TYPICAL ROUTING UNLE55 OTHER W15E 1) DIAGRAM 15 A TYPICAL ROUTING UNLE55 OTHER W15E -� - NOTED ON FLOOR PLAN P2.IA. NOTED ON FLOOR PLAN P2.IA. 2) INSTALL AND PROVIDE ALL SUPPORT AND ELBOWS 2) INSTALL AND PROVIDE ALL SUPPORT AND EL13OW5 r c PER MANUFACTURER'S REQUIREMENTS. PER MANUFACTURER'S REQUIREMENTS. 3) PROVIDE FIRE STOP SEALANT AT PENETRATION OF 3) PROVIDE FIRE STOP SEALANT AT PENETRATION OF RATED A55EMBLIE5. 5EE ARCHITECTURAL PLANS FOR RATED A55EMBLIE5. SEE ARCHITECTURAL PLANS FOR LOCATION OF FIRE RATED A55EMBLIE5. LOCATION OF FIRE RATED A55EMBLIE5. ~� PIPE ROUTING P3-3 NOT TO SCALE PIPE ROUTING & PIPE ROUTING �— ' P33 NOT TO SCALE P3 3 NOT TO SCALE 9355 SW McDonald Str. BUP 2000.00206 57 of 73 C 'i � lil�l! Illill�l!ill'Ili�'�II:'lii�l'illillll�'Ili� 4111 IIII IIII IIII n i,i ` LEGIBILITY STRIP1l 1 I I IIUIIIIii�Ililllill�lillll ,1„ �IIIIIuII�Inllllll�li O I 2 3 4 5 6 7 8 9 IO 1 1 12 I:3 14 16 19 20 21 22 23 24 26 27 28 29 30 i0mm.i �m 25X CD LiuZ I I I OI NONI • IOL 1111.1.1Lill Ldlh 1111 11lt1t1J1.W_talw.1.111L.jI.[,I]1. i i_iad1aJ111.1.d1w,jj.l.1111.I1.j1.aI.11l�JLI lt�1.11�11.i�.i.w _la1�1�1 111 ►.111.111I.1.1Illf llll Oz rwn."-"`�'w�N..M..y,...,p, anw�Fn+�R�nkY+.ermr .. ..:.ixon. ..!M♦!. A it - :. .. .. ... .- .� !MY4ilM'n+Y1Mwr+,llrlq„rt7,:- uMr" 'Mw+iW.AN�It.., .. .. - e�q7 • I �jC PN�)f•f x� I OREGON — P15 MANIFOLD �0, ✓ 13, I 1/.�" BRANCH LINE, WITH von ! 4 0L1TLET CONFIGURATION EXPIRES: 30JUN60 TYPICAL OF 2 I u GAP EXTRA OUTLET PER MANUFACTURES REQUIREMENTS / - 1/2" OUTLET TO LV-I - 1/2" OUTLET TO 5-1 1/2" OUTLET TO 51-1-1 ir z i U --o----r,.AP EXTRA OUTLET PER MANUFACTURES REQUIREMENT5 IIJj TEE TO WG-I i/2" OUTLET TO LV-I, W1TH 3/8" TEE TO WG-1 / � i 1 I/2" OUTLET TO 5-I I/2" OUTLET TO SH-I/ :EU �DESIGN NO. F5/PHV 120-qq SINGLE PENETRATIONS < HORIZONTAL OR VERTICAL (FLOORS OR PIALL5) 3/4 GW AND I/2 NW UNITED 5TATE5 STANDARD A5TM E-IIq AND A5TM E-814 [� 5-3 CANADIAN STANDARD CAN/ULC 5101 AND CANA&C 5115-M85 W I/2" C.W ANI" I/2" HW , PENETRATIN6 MAX ANNULAR FIRE FIRE HOSE TEMP RATING Q MATERIAL_ d 51ZE HOLE 51ZE SPACE "F" RATING "FH" RATiN6 "FTH" RATING FLOOR DETAIL WIR5130 CRO55-1-I1KED POLYETHYLENE (PEW TO I" ID 4" 1/8"-1-1/2" 1 AND 2 HR I AND 2 HR I AND 2 HR O PVC PROCESS AND z SUPPLY PIPE TO 3" ID 6" 1/8"-1••1/2" 1 AND 2 HR I AND 2 HR I AND 2 HR (n COPPER PIPE AND < < TUBING TO 4" ID l" I/8"-1-I/2" 1 AND 2 HR I AND 2 HR O MIN. GENERAL NOTES: 1) DIA6RAM 15 A TYPICAL. ROUTING UNLE55 OTHER W15E - 6ENERAL NOTES NOTED ON FLOOR PLAN P2.IA. 1) INSTALL AND PROVIDE ALL 5(Jf>PORT AND ELE30W5 2) INSTALL AND PROVIDE ALL SUPPORT AND ELBOWS PER MANUFACTURER'S REQUIREMENT5, PER MANUFACTURER'S REQUIREMENT5. 2) PROVIDE FIRE 5TOP 5EALANT AT PENETRATION OF 3) PROVIDE FIRE STOP SEALANT AT PENETRATION OF RATED A55EMBLIE5 5EE ARCHITECTURAL PLANS FOR THROUGH GWB RATED A55EMBLIE5. SEE ARCHITECTURAL PLANS FOR LOCATION OF FIRE RATED A55EMBLIE5. LOCATION OF FIRE RATED A55EMBLIE5. WALL DETAIL � I SILL PLATE PENETRATION DETAIL.. �t THROUGH � _ PIPE ROUTING 2 PIPE ROUTING CONCRETE _ ! I " P3.4 NOT TO SCALE p3 4 NOT TO SCALE FLOOR DETAIL s � 43 o i 0 —IIII U � I I 11 ll_11...J1 THROUGH CONCRETE ,r' OR CONCRETE j BLC`CK WALL DETAIL HEADER PLATE 0 I PENETRATION 1 PLS MANIFOLD DETAIL 1/2" BRANCH LINE, WITH 4 OUTLET CONFIGURATION TYPICAL OF 2 I THROUGH 6WB GAP EXTRA OUTLET PER MANUFACTURES REQUIREMENTS CEILING DETAIL u V n� —112" OUTLET 10 LV-1 IV .� OUTLET TO 5-1 6 1t 1/2" OUTLET TO 51-1-1 w t / I. Penetrating Item: Elbows, tees, and couplings can penetrate the Flrestop system. Do not use this '595tem design on combustible s GAP EXTRA OUTLET PER MANUFACTURES REQUIREMENT5 (plastic) droln waste vent (DWV) piping. Contact Wirsbo For 3/8" TEE TO WG-I products and systems designs for combustible DWS/ applications, 1/2" OUTLET TO LV-I, WITH 3/8" TEE TO WG-I 2. Floorl6elling or Wall Assemblle�: I/2" OUTLET TO 5-I a. All fire rated A5TM E-IIq and CANA&C, 5101 floor/ceiling/ wall assemblies or; 1/2" OUTLET TO SH-1 b. Gast-ln-place normal or light density concrete floor/celling assemblies, minimum thickness 4-1/2 in., or c. Cast-In-place concrete Hall assemblies, minimum thickness b in. or; PLS MANIFOLD 3/4" CW AND 1/2" HW d. Concrete block wall assemblies, rninlmum thlck.ne55 8 in, or �— 1/2" BRANCH LINE, WITH e. Rated Gypsum Wall Board (61^115l) aysemblles: 4 OUTLET CONFIGURATION One Hour Assembly: Minimum one layer of type X 30 minute TYPICAL OF 2 fire rated GWP on each side of a5sembl or two layers of type X 30 minute fire rated 6WB on the Ire exposed side of --w—CAP EXTRA OUTLET PER MANUFACTURES REQUIREMENTS t e assembly. I Two Hour Assembly: Minimum two layers of type X 30 minute - Fire rated or one layer of ti Pe G 60 minvte Fire rated C WB --I/2" OUTLET TO LV-I on each side of the assembly . V2 OUTLET TO 5-I - 3. Flrestop System Component: Wirsbo Aauapex Flrestop Sealant can c 3/4" C-W ANf? 1/2" HW - �� be used as a single component For service penetrotion5 where the I/2" OUTLET TO 5H-I — 3/4" GW annular space does not exceed 1-1/2 inches. I" GW AND 3/4" HW � I/2" HW p . j ,/ LV-2 a. Concrete Assemblies: Wlrsbo Aauapex Flrestop Sealant at a REVISIONS C minlmvm depth of I Inch or a minimum sealant depth of 1/2 / 1/2" CW Inch wlth 3 In. of 4-6 lb. density mineral wool compressed + CAP EXTRA OUTLET PER MANUFAGTUREc� REQUIREMENT5 1/2, HW 25 percent Into the annular space as a backer rnaterlal. 3/0" TEE TO WG-I This product can be Installed on the fire exposed side \ 1/2" OUTLET TO LV-1, WITH 3/8" TEE TO W-,-1 WC-1 (bottom side) on floor/Gelling assemblies. --- I/2" OUTLET TO 5-I b. Gypsum Wall board Assemblies: Wlrsbo Aauapex Flrestop \� Lv-2 Sealant Filled to the Full depth of the membrane on both 1/2" OUTLET TO 5H-1 '�� sides of the wall assembly, 4. Filler Moterloh Optional, For Forming and damming on pene- trations where the annular space does not exceed 1-1/2 inches. 3/8" TEE TO ":,-IPoly backer rod, fiberglass Insulation or other forming material TYPICAL OF 2 can be Used and left In the penetration after the. flre5top GENERAL NOTE5 Installation. N �T 1) DIAGRAM 15 A TYPICAL ROUTIN6 UNLESS OTHER W15E GENRA - E L C E_ NOTED ON FLOOR PLAN P2.IA. 1) IN5TAI L AND PROVIDE ALL 50PPORT AND ELBOWS 2) INSTALL AND PROVIDE ALL SUPPORT AND ELBOWS E- REQUIREMENT5.MA PEPER MANUFACTURER'S REQUIREMENT5. R. �:;/FAGTURER'�+ 3) PROVIDE FIRE 9700 SEALANT AT PENETRATION OF RATEL' ASSEMBLIES. SEE ARCHITECTURAL PLANS FOR 2) PROVIDE FIRE STOP SEALANT T PENETRATION OF RATED ASSEMBLIES. SEE ARCHITECTURAL PLANS FOR K"� FIRE PROTECTION DETAIL ASSEMBLIES.. LOCATION OF FIRE RATED A55EMBLIE5. LOCATION OF FIRE RATED P3.3 NOT TO SCALE i - 3 PIPE ROUTING 4 PIPE ROUTING P3.4 NOT TO SCALE P3.4 NOT TO SCALE 9355 McDonald Str. - SUP 2000-00206 58 of 13 f_. LEGIBILITY STRIP � ~ 0mO 2 3 4 5 6 7 8 9 10 1 1 12 13 14 16 17 18 19 20 21 22 23 24 25 26 27 26 29 30 � cm 25 Zi�U.1.ll.�l�.�L.1;�.1�1.�J.�.l��.ll!J.11.I.1.I.lilal�!1�1�J.�.!.1.tl.�l.!J.,L1.1�LlaJ.��I.LILl�1.!J.i�.L�.1.Ali.1.L1�.�.�1.�,�liI.LI.IJala,111�a.1�il>.1L�iJ�lal�l�l�.i.u! bill I Ll . L N�NI . o� . ... .. .. i _ .... , nx.M.a?nr ,!atM�.xr+:-..�:.n�..,rwa,, m.;"4,.eg!1n,. �., - '.F WATER LOAD - WASTE CALCULATIONS /�EDPO Living Uniis Private Restroom , Living Units Private Restroom 1 THERMOMETER I N 3' 120 F wATER LINE OUTLUBING GONNEG ION SGHEDULF f�f 1 r, t er c I (D et VY -1 2 5 t A ( 1 ) water c oset WC --1 @ 3 f , u . T r Vr) tr-�r L V-1 @ 1 f14 MARK FIXTURE W V Ch 120 140 HW I ORI oN ( 1 Jhe',wr yH_ 1 �a f U 1 ) lavatory L V-1 @ i f , U WG-1 WATER GLO5ET 3" 2" 1/2" HH --- PRV 1 ) shower " i 1 C 1 > Sink S -' @ 1 f LV-I LAVATORY 1 1/2 U , � - COUNTER MOUNT PRESSURE GAUGE EXPIRES:�30JUN00 Tota l f i 1 t UY'e Un i t s = 7 LV-2 LAVATORY 1 1/2 /4" 1/2" 1/2" --- T t lar P �,Ir� � t 5 = F� � WALL HUNG Tot (, I I i v An i t =4g Total I i v i ng un its =48 / " --- Totn l fixture units for living units = 312 Total fixture units for living units = 336 5-1 51NK 2" 2 1/2" 1/2" 51N6LE COUNTER MOUNTED (LIVIN6 UNIT5) 5-2 NOT U5ED Pub l I - 1 Pub l I c Restroom -- each restroom con to I n s 1 5-3 SINK 2" /2" 1/2" 1/2" ___ 51N6LE COMPARTMENT COUNTER MOUNT c Restroom each restroom contains ,I n s BALL VALVE ( 1 ) water closet WC -1 @ 6 f , u , - -- - - -- --- - -- ---- 1 t r r r I r, P 1 ( - 1 (d 4 f 5-4 BEAUTY 51NK 2" /2" 1/2" 1/2" WITH HAIR TRAP - SMITH 8160 i I ra v rj t r�r '� -� (d 2 f , ( 1 ) l a v a t Gr y LV ---2 @ 2 f U -_- 3" FROM WATER HEATERS i" 120°F REGIRG LINE < U y Total f I x t ur e un I t s = 8 5H-1 SHOWER 2" 1/2" I/2" 1/2" � T (J # a I f : r f l �►' F" 1,1n i t j = 6 T o t(1 ( r e s t r o ori s = 3 BT-1 BATH TUB 2" t 1 /2" 1/2" 1/2" ""' r` M V) W p)c; = j Total fixture units for all restrooms = 24 - - t �-. Tota I fixture u n i t s for a l l r e 5 t r o 0 m s = 18 55-1 SERVICE SINK 3" 2" 1/2" 1/2" --- 3" TO WATER HEATERS 140 O i Kitchen fIxture units = 36 55-2 FLUSHING RIM SINK 3" 2" I' I/2" --- FLUSH VALVE, WITH PAN WASHER, FLOOR MOUNT ' Kitchen fixture units = 35 Other 1 _ - ___ ___ ___ - HB-1 H05EBIBB 3/4" EXTERIOR-NON-FREEZE � _ -- � GH CK VALVE•--. Others 1 ( 2 ) s ► e r v Ice sinks @ 3 f , U . 6 HB-2 H05EBIBB --- --- --- 3/4" ""- EXTERIOR-NON-FREEZE r. V i r- f- . i n l• r (� J + I•a -- C ( p ) s i n k s L 2 f U = 16 -- 1 ) (! I , rl r c ri �, (a FO-1 FLOOR D f I 1 - RAIN 3° 2° (OPTIONAL) HEAT TRAP ( 1 ) c l i n i s s i n k @ 6 f U = 6 M --- --- --- JR SMITH 2130 SERIES _ - - - - - - . . I 0 ( 8 ;) 1'4 1 6 ( 1 ) bather r'OOM @ 1 1 f U = 1 1 OF-1 DRINKING FOUNTAIN 2" I /2" I I/2" --- --- DUAL HEIGHT AD< = W - ( 1 ) 1,hF r rrr)rl l.a = 1 (l ( 4 ) wash i n9 machine @ 3 f , U , = 12 F5-1 FLOOR SINK 3" 1 2" --- --- --- COMMERCIAL ENAMELING - q08-5ERIE5 BALL VALVE TO t-FREGIRG PUMP O L -- - CHECK VALVE I BALANCE SYSTEM < 4 ! WG h i n ('I(J r/ I i n e (°' �' f i,1 32 ( 1 � ) f l OOr/Sink dr Q i n @ 1 f U , = 1 2 ___ ___ ___ COMMERCIAL ENAMELING - ql0-I-4 (12X12X10) —CHECK VALVE - 1/2" BY-PA55 OF 120°F WATER �. 1 : 1 r . r, � � , l)(r) � - _ F5-2 FLOOR SINK 4 2" r I S@ 2 f �.a -. 2 5 Total other fixture un its 63PIPED TO BY-PA55 INLET OF CIG O n rkJ h HF-I WASHER FITTING 4" 2" 1/2" ___ 1/2' 3/4" 140 HW-SILL COCK CONNECTION WITH SMALL MIXING VALVE U WF-2 WASHER FITTING 3" 2" I/?." I/2" I/2" 140 HW-SILL COCK CONNECTION WITH ' SHOCK ABSORIBER- AND LINT TFZAP otal other fixture units - 82 . 5 SHOCK 6BSORBER, AND LINT MAP z tn � Fixture UnIt Tota l s I Fixture Un I t Totals 1 6T-1 GREASE TRAP --- --- --- --- --- 6REA5E INTERCEPTOR 2000 GAL. GAP 3" GOLD SUPPLY L i v I n 0 (Ar1 312 Living Units = 336 WH-I WATER HEATER -- --- --- --- --- Iqq MBH 100 GAL (120°F) Pub I i r rc7� + , r-��,IYI Public re tro r'1 = 4 < 1 8 S n S 2 HIGH - LOW 5Y5TEI-1 15 51Z_EP FOR A 210 GPM MAXIMUM FLOW hen 35 Kitchen = 36 RD-1 RAIN DRAIN 3" --- --- --- - WITH A MINIMUM FLOW OF 4 PM. MAXIMUM FLOW 15 BASED ON 82 . 5 Uther = 63 -- JR SMITH 1310 G A P'RE55URE DROP OF 15 PSIG. LEONARD TM-t86-150 V 0-PR Tota l F i xture Un , t Count = 447 . 5 Tota l c i Xture Un i t Count - 459 OD-1 OVERFLOW DRAIN 3" -- --- --- --- JR SMITH 1310-WD OR APPROVED EQUAL. Demand 113 gpm, 3-Inch water line, Waste Demand = 6-Inch waste l I n es _ HI CH L 0 W MA NIFOL D S YS TEM DIA CRA M • NOTE: PROVIDE GLEAN - OUT BENEATH ALL \ L with 2 ,meter at 1/80 per foot slope . 51NK5 AND LAVs N O 'r 'T O S C A L E PLUMBING LEGEND _ 6REA5E LINE &L - GL 61. '3ANITARY WASTE W ►` SANITARY WASTE W MATERIAL: CAST IRON OR ABS z VENT V V WHERE PERMITTED BY CODE GOLD WATER GW - --- - - - - - - 0j II II 1 HOT WATER HW Y HOT WATER REGIRG HWR - - - -- - - --- - MATERIAL: COPPER 1_ - -- 140 HOT WATER 140 HW 140 140 1� 1 J 5EE 3/P4.1 FOR LOCATION -1 -r-07 CLEAN-OUT OF CONNECTION IN MIXING JJ�� VALVE ARRANGEMENT T tr__O WALL GLEAN-OUT BALL VALVE III NTS — NOT TO SCALE PUMP a MIXING VALVE A55EMBLY, 5EE 2/P41 �I t C � 1" 120 HWR11 11 V 3" 1200 HW 12",V CLASS 'B' 6A5 VENT - ° HIN UP IN CHASE �`��VER r+HALL READ "SEWER" 24" DIA. LOGK,IN6 FRAME AND COVER EXPANSION TANK AIR AND GAS TIGHT 3 PLACES LOCATE A5 SHOWN ON CENTER UNE STATE: MODEL ETC-14 - MAKE CONNECTION TO 12"m � _ —� A5 HIGH AS P0551BLE IN ROOM� KATER TYPICAL OF 4 � -----_ --------- GOLD --� II 1 ' I" & 3/4" G (UPC 131q 1-1/4" 6 E in W � � ( � 5'-10' I ` G I II 11 I " I 3/4" 6AS I 1 t..----------��--------------� PRV (TYP. OF 4) — b" 6A5 VENT (TYP OF 3) CONTRACTOR TO ADJUST TO GRADE A5ME CODE PRE55.- TEMP. RELIEF VALVE 3° VENT SEE P51 +l PIPE TO OUT5I0E Or- BUILDIN6 VOR C ONTINUATION SEI5MIG RE5TRAINT5 - INSTALL_-_ REy1310N9_T 3' MAX PER LOCAL CODE I INSTALL 50RFACE - a i L FAN-OUT PFR I I INPUT LOC AL CODE WH"1 IAOTM05PHERIG 6B5 FIRED WH-I WH-I WH-I ��UTLET IN T NOTES_ WATER HEATER ! I I - EQUIPMENT DE5100EV FROM: 7'-10' 1) LOCATE STRUCTURE ADJACENT TO DRIVE FOR A(.GES5 BY MAINTENANCE VEHICLE. - STATE WATER HEATERS I I FLEXIBLE T, 2) FILL. WITH GLEAN WATER PRIOR TO START UP OF 5Y5TEM. - 5BF100-IggNET PRCVIC'E SAMPLM� E3c 'K 3) INTERCEPTOR TO BE MAINTAINED BY OWNER. I I COUPLING 4) UTILITY VAULT CO. INC. MODEL 5106-2-6A OR EQUAL. 5) CONNECTIONS TO CONCRETE WALLS WITH PVC, PIPE REQUIRES KOR-N-SEAL CONNECTOR OR I I/2 GW TO EACH I I I GROUT BOTH WATER HEATER fu I V I fJ _ A.G. X PVC BRANT ADAPTER. SEAL ALL PIPE CONNECTIONS WITH NON5HRINK GROUT. 6) 4" PVC SHALL BE USED THROUGHOUT. l) TOP OF "TEES" TO BE KEPT OPEN. B) &RAY WATER ONLY. BLACK WATER SHALL BE CARRIED BY 5EPARATE 51DE 5EWER Y,)RAIN VALVE TYPICAL ,- q) GLEAN-OUT REQUIRED- 3 FEET MAX DOWNSTREAM OF INTERCEPTOR —P - 10 GPM AT 15 FEET HEAD J_ A"PENDLX H UPC 10) POUR 5 YARD5 OF CONCRETE ON TOP OF INTERCEPTOR FOR BALLAST :/b HP 61 x4,X2.5X2=1830 -� WATER HEATER PIPING CREASE TRAP � - 9355 SW McDonald Str. NTS BUP 2000-00206 59 of 73 _ LEGIBILITY STRIP �`= 2 3 a 6 7 8 9 10 11 12 13 !a 16 17 is 19 20 21 22 23 24 25 26 27 28 29 30 2 5 ZI I I O1 sp b HONI Y to • 1 .� Wa.��1111U.1�1,111!1a11�L1i.lJ,I11L1.L�1.La.L1 I1�1 I I 1 I I LI I l l 11 I I I I�1 I I I I I 1 1111 I J_I I Il.l��l l I 1 LLI I-.Li_l1,la l!l�1. 11-1.1(aa�1.1.111a.111 t I;I►1�J.1 f�)(I 1.1 Lltl.liJ.�.�.1_11.�)11.111W� 1 LI�L1111�L1�11�111�.L1.J 11>�I�1..�.1.1_i 1 o, -».�.- . MKM•c �.sro ^Msmris..+a+kw. _w..i-« aK.e.�Np +M "«M'p..,«:xe^n..r„vM,M»dmxw5!+.r^a.o-hNw.dYVr^.�M+i!hw- ...r n �+n4»w,rv.»+_«...«»aMr ..,.rhwr..M+?�m.,+'Me^nsRi° •mhrm .... ... . ::..:. �iS(,.'. "rgy�.y."w. v ��' ., )J.VV •S zl Zl 0001/SO/SO I '91!11 SYSTEMNOJN-L-2UUO2 /�1, P (FORMERLY 5Y5TEM NO. 148) sysm No. Yt-Mel '`�G ` ~�`)h� (FORMERLY SYSTEM NO. 147) F RATING - I, 1-1/2 AND 2 HR ( SEE ITEM 3) F RATING - 1 AND 2 HR (SEE ITEM 1) T RATING - 3/4, 1 AND 1 .5 HR (SEE [TEM 3) T RATING - 3/4, I, 1-1/2 AND 2 HR (5EE ITEM 3) L MI-- OREGON RATING AT A3IENT - l CFM / 50. FT (SEE ITEM 3C) L RATING AT AMBIENT - 2 CFM / SQ FT L RATING AT 'tOO F - I CFM / 0 FT (SEE ITEM 3G) L RATING AT 400 F - LESS THAN ! CFM / SQ FT O_�✓` 3 :'�_ -OA Ion 91 PP, I EXPIRES: 30JUNCO A IB A J 4 Em 0 m 3 0 0 EFTA zF- 3 U Ln w 0 \—_ 2 I� F--" 3 A q � � 5ECLION A-A SECTION A-A 1 WALL ASSEMBLY - THE t AND 2 NR FIRE -RATED GYPSUM WALLBOARD / STUD WALL 4 FIRESTOP SYSTEM - INSTALLED SYMMETRICALLY ON BOTH SIDES OF WALL ASSEMBLY d 1 WALT A.,LMbLY THE I AND 2 HR FIRE -RATED GYPSUM WALLBOARD / STUD WALL A FILL, VOID OF CAVITY MATERIALS■- WRAP STRIP- NOM 1/4 IN THICK ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER DESCRIBED THE DETAIL OF THE FIRESTOP SYSTEM SHALL BE AS FOLLOWS ASSEMBLY ',HALL BE CONSTRUCTED OF THE MATERIALS AND IN THU MANNER DESCRIBED INTUMESCENT ELASTOMERIC MATERIAL FACED ON ONE SIDE WITH IN THE INDIVIDUAL U300 AND U400 SERIES WALL OR PARTITION DESIGN IN THE W IN THE INUIVIUvAL UJ00 AND U400 SERIES WALL OR PARTITION DESIGN IN THE ALUMINUM FOIL, SUPPLIED IN 2 IN. WIDE STRIPS, NON 2 IN. WIDE STRIPS UL FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE THE FOLLOWING CONSTRUCTION A. FILL, VOID OR CAVITY MATERIALS■ - WRAP STRIP - NOM 1/4 IN THICK � $ UL Flkt R[,ISTANCE DIRECTORY AND SHA'-L INCLUDE THE FOLLOWING CONSTRUCTION TIGHTLY WRAPPED AROUND NONMETALLIC PIPE OR CONDUIT (FOIL SIDE FEATURES INTUMESCENT ELASTOMERIC FACED ON ONE SIDE WITH ALUMINUM FOIL, SUPPLIED IN 2 IN WIDE O FEATURE: EXPOSED) WITH THE EDGES BUTTED AGAINST THE SURFACE OF THE STRIPS NOM 2 IN WIDE STRIP TIGHTLY WRAPPED AROUND PIPE COVERING (FOIL SIDE OUT) WALL. SUFFICIENT LAYERS OF WRAP STRIP SHALL BE INSTALLED TO LAP A. STUDS - WALL FRAMING MAY CONSIST OF EITHER WOOD STUD OR STEEL CHANNEL WITH SEAM BUTTED WRAP STRIP LAYER SECURELY BOUND WITH STEEL WIRE OR ALUMINUM A STUDS - WALL FRAMING MAY CUNSISt OF EITHER WOOD STUD Ilk STEEL CHANNEL A MIN OF 3/16 IN. ON THE WALL SURFACE AROUND THE ENTIRE STUD WOOD STUDS TO CONSIST OF NOM 2 BY 4 IN. LUMBER SPACED l6. IN OC FOIL TAPE: AND SLID INTO ANNULAR SPACE APPROX. 1-1/4 IN SUCH THAT APRROX 3/4 IN STUD WOOD %TUU% TO CONSIST OF NOM 2 BY 4 IN LUMBER ;PACED 16 IN OC PERIMETER OF THE CIRCULAR THROUGH OPENING. FOR NON 1/2 IN TO WITH NOM 2 BY 4 INLUMBER END PLATES AND CROSS BRACESSTEEL STUDS TO OF THE WRAP STRIP WIDTH PROTRUDES FROM THE WALLSURFACE ONE LAYER OF WRAP STRIP U . . WITH NOM 2 by 4 IN LUMBER END PLATES AND CROSS BRACES STEEL STUDS TO NOM 2 IN DIAM PIPES OR rONDUITS, A MIN OF ONE LAYER OF WRAP STRIP S REQUIRED WHEN NOM 1 IN THICK PIPE COVERING 1S USED TWO LAYERS OF WRAP STRIP `, BE MIN 3•'5/6 IN WIDE BY 1-3/8 IN DEEP CHANNELS SPACED MAX 24 IN OC IS REQUIRED. FOR NON 2-112 IN AND NOM 3 IN. DIAM PIPES, A MIN OF TWO BE MIN 3�S/8 IN. WIDE BY 1-3/8 IN. DEEP CHANNELS SPACED MAX 24 IN. OC ARE REQUIRED WHEN NOM 2 IN THICK PIPE COVERING IS USED �+ O LAYERS OF WRAP STRIP IS REQUIRED. FOR NOM 3-1/2 IN, AND NOM 4 IN, DIAM PIPES, A MIN OF 3 LAYERS OF WRAP ;TRIP ARE REQUIRED. FOR NOM B WALLBOARD, GYPSUM■ - NOM 5/8 IN THICK, 4FT, WIDE WITH SQUARE OR TAPERED MINNESOTA MINING L MFG CO - FS- - 195+ b WALLb1JAkD. UYP;UM■ - NOM 5/fi IN THICO . 01 WIDE WITH SQUARE OR TAPERED 5 AND 6 IN. DIAM, TWO TIERS (4 IN. OVERALL LENGTH) OF THREE LAYERS EDGES. THE GYPSUM WALLBOARD TYPE, THICKNESS, NUMBER OF LAYERS FASTENER z EDGE '. THE GYPSUM WALLBOARD TYPE, THICKNESS, NUMBER OF LAYERS FASTENER OF WRAP STRIP IS REQUIRED, WITH ADJOINING WRAP STRIP LAYER EDGES TYPE AND SHEET ORIENTATION SHALL BE AS SPECIFIED IN THE INDIVIDUAL U300 Ln i TYPI AND ,HIST ORIENTATION SHALL BE AS SPECIFIED IN THE INDIVIDUAL U300 BETWEEN TIERS TIGHTLY BUTTED EACH LAYER OF WRAP STRIP TO BE OR U400 SERIES DESIGN IN THE UL FIRE RESISTANCE DIRECTORY. MAX DIAM OF OR u400 '[RIES DESIGN IN THE UL. FIRE RESISTANCE DIRECTORY MAX DIAM OF INSTALLED WITH BUTTED SEAM, WITH BUTTED SEAMS IN SUCCESSIVE OPENING IS 14-1/2 IN FOR WOOD STUD WALLS AND 18 IN FOR STEEL STUD WALLS B FILL, VOID OR CAVITY MATERIAL■ - CAULK - MIN 1/4 IN DIAM CONTINUOUS < < ()PINING 1; 1 IN LAYERS STAGGERED. WRAP STRIP LAYERS TEMPORARILY HELD IN BEAD APPLIED TO THE WRAP STRIP / WALL INTERFACE AND TO THE EXPOSED EDGE POSITION USING ALUMINUM FOIL TAPE, STEEL WIRE TIE. OR EQUIVALENT. OF THE WRAP STRIP LAYER APPROX. 3/4 IN FROM THE WALL SURFACE THE HOURLY F RATING OF THE FIRESTOP SYSTEM IS I HR WHEN INSTALLER IN A l HR NONMIIAtiH PIPE Ilk CONDUIT UNE METAIIIC PIPE OR CONDUIT IS MINNESOTA MINING AND MFG, CO r TYPE FS-195+ FIRE RATED WALL AND 2 HR WHEN INSTALLED IN A 2 HR FIRE RATED WALL, MINNESOTA MINING L MFG CO - CP 25WB+ LENTfkfb WITHIN THE FIRE STUD SYSTEM PIPE OR CONDUIT TO BE IN',TALL( D NEAk CINTER OF STUD CAVITY WIDTH AND TO BE RIGIDLY B STEEL COLLAR- NOM 2 OR 4 IN DEEP COLLAR WITH 1-1/4 IN. WIDE BY 2 r - BEARING THE UL CLASSIFICATION MARKING �L0+0W 1FU ON BOTH SIDCS uF WALL THE FOLLOWING TYPES AND SIZES IN LONG ANCHOR TABS AND MIN 3/4 IN LONG TABS TO RETAIN WRAP 2. THROUGH PENETRANTS - ONE METALLIC PIPE OR TUBING TO BE CENTERED WITH IN TME OF NUNN[ IALLIC PIPES OR CONDUIT MAY BE USED STRIP LAYERS COILS OF RECUT 0 016 IN THICK (NO 30 GAUGE) GALV FIRE STOP SYSTEM, PIPE OR TUBING TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF SHEET STEEL AVAILABLE FROM WRAP STRIP MANUFACTURER AS AN WALL ASSEMBLY THL FOLLOW TYPES AND SIZES OF METALLIC PIPES OR TUBING MAY A NUM 6 IN DIAM OR ;MALIk.k, SCHEDULE 40 OLID-CORE POLYVINYL ALTERNATE, COLLAR MAY BE FIELD-f ABRICATED FROM MIN 0.016 IN. BE USED, CHLORIDE ,PVL) PIPE THICK (NO 30 GAUGE) GALV SHEET STEEL IN ACCORDANCE WITH INSTRUCTION SHEET SUPPLIED BY WRAP STRIP MANUFACTURER. A. STEEL P[PE - NOM 12 IN DIAM (OR SMALLER) SCHEDULE 10 (OR HEAVIER) STEEL PIPE. It NIIM 4 IN DIAM -OR SMALLEk) SCHEDULE 40 CELLULAR-CORE B. COPPER TUBING - NON 6 IN DIAM (OR SMALLER) TYPE L (OR HEAVIER) COPPER TUBING I (Ji YVINYI CHLUR1DL (PVC) PIPE STEEL COLLAR, WITH ANCHOR TABS BENT OUTWARD 90 DEG, WRAPPED C. COPPER PIPE - NOM 6 IN. DIAM (OR SMALLER) REGULAR (OR HEAVIER) COPPER PIPE. TIGHTLY AROUND WRAP STRIP LAYERS WITH MIN 1 IN, OVERLAP AT THE NIIM 4 IN DIAM -OR SMALLER) SCHEDULE 40 :OLID-CORE SEAM WITH STEEL COLLAR ANCHOR TABS PRESSED TIGHTLY AGAINST 3, PIPE COVERING■ - NOM I AND 2 IN THICK HOLLOW CYLINDRICAL HEAVY DENSITY (MIN 3 5 PCF) ALWYLUN1fk►Il -BUTADIENC-STYRF_NE (ABS) PIPE WALL SURFACE, COMPRESS COLLAR AROUND WRAP STRIP LAYERS USING GLASS FIBER UNITS JACKETED ON THE OUTSIDE WITH AN ALL SERVICE JACKET, LONGITUDINAL A MINIMUM 1/2 IN WIDE. BY 0.028 IN THICK STAINLESS STEEL BAND JOINTS SEALED WITH METAL FASTENERS OR FACTORY - APPLIED SELF - SEALED LAP TAPE. D NUM 4 IN DIAM 'OR SMALLER) Sr_EHDULE 40 FIRE RETARDANT CLAMP WITH WORM DRIVE TIGHTENING MECHANISM AT 1HE COLLAR TRANSVERSE JOINTS SEALED WITH METAL FASTENERS OR MITI. BUTT STRIP TAPE SUPPLIED WITH - POLYPkOPYIENE (FRPP) PIPE MIDHEIGHT AS AN ALTERNATE TO THE STAINLESS STEEL BAND CLAMP, THE PRODUCT, WHEN NOM 1 IN. THICK PIPE COVERING IS USLD, THE ANNULAR SPACE BETWEEN ! 1f THE STEEL COLLAR MAY BE COMPRESSED AROUND NOM 4 IN. DIAM (OR THE PIPE COVERING AND THE CIRCULAR CUTOUT IN THE GYPSUM WALLBOARD LAYERS ON EACH —I�I- f N1JM 4 1N DIAM (OR SMALLER) RIGID NONMETALLIC CONDUIT SMALLER NONMETALLIC PIPES USING TWO MIN 16 SMG (0.0625 IN DIAM) SIDE OF THE WALL SHALL BE MIN 1/4 IN, TO 3/8 IN. WHEN NOM 2 IN. THICK PIPE COVERING fURM( D Of PVC STEEL WIRES SECURED WITH MULTIPLE TWISTS), SECURE COLLAR TO IS USED, THE ANNULAR SPACE BETWEEN THE PIPE COVERING AND THE CIRCULAR CUTOUT IN THE WALL SURFACE WITH 3/16 IN. DIAM STEEL TOGGLE BOLTS (5/8 IN OR 1-1/4 GYPSUM WALLBOARD LAYERS ON EACH SIDE OF THE. WALL SHALL BE MIN 1/2 IN TO MAX 3/4 IN } Il I NOM I IN UTAM kOR SMALLER) ELECTRILAL NONMETALLIC TUBING IN, GRIP) IN CONJUNCTION WITH MIN 1-112 IN DIAM STEEL WASHERS. THREE BOLTS, SYMMETRICALLY LOCATED, REQUIRED FOR 2 IN DEEP } IORMEU Of PVC SEE - PIPE AND EQUIPMENT COVERING - MATERIALS (BRGU) CATEGORY IN BUILDING MATERIALS STEEL COLLAR FOR NUM I/2 IN TO NOM 3 IN. DIAM PIPES. FOUR BOLTS, () SYMMETRICALLY LOCATED, REQUIRED FOR 2 IN, DEEP STEEL COLLAR DIRECTORY FOR NAMES OF MANUFACTURERS ANY PIPE COVERING MATERIAL MEETING THE ABOVE G NOM b IN DIAM ,OR SMALLER) SCHEDULE 40 L.HLUkINATED FOR NOM 3-1/2 AND 4 IN. DIAM PIPES, FIVE TO SEVEN BOLTS (EVERY SPECIFICATIONS AND BEARING THE UL CLASSIFICATION MARKING WITH THE FLAME SP: 'rsx k ti FRAHLER ELECTRIC CO. 11980 S. 11. Greenburg Road Tigard, Oregon 97223 I I I I 1 I I � I I I I I I Phone 503-639-4927 I I Pas 503-639-4673 Oregon Contr 1°Ic f 34 13C Oregon Supervisor 61c/ 30465 - -- - - - -- - - -- - - - - - - - - x X= xT T- — x— — `R- —Sz �--- - - — _ - - _ - - -- - - - - - - -- - - - - WU rrohler- Electric Co N These drawings are the proper.y rt Frohler Uectr!c Co and are ,it to bt used or reprpduCeq in any nonce, 1 without prier written per niSS�On -TI' I X 'TI' — DECK TI' ,T1, 'TI' ,T2. 'T2' IT I — I / I -TI I i 'TI 1 r4 II I I I �_� EM-21 EM-25 'TI )K GHNERATOR I,I nl ENTRY o �— O " F ( 1 (1 E a I � STI' x 0-11IT� �--� - - - I ��E T NOTA ENCLoBURE (� I- — " _ J ►-� �� 0-01 0 1' PVC Conduit with •e AWG ConduGLCr° I rF lam/ � ;* .T.- D � 3/4' PVC Conduit with 1110 AWG ICondutc•g 4 � �1 Connect to the 'R' fixture at the entry Traner`c•me• 1-4 PVC Conduit from the Power Company Pole to the W EM-29,31W:ii 11:2 Im ® 1-4' PVC Conduit for telephone and 1- p'�G Conduit for V, • T' ® 3-4' FVC Conduit from the transformer to 'he Suliding 0 T O _ 1-2' PVC Conduit w/4-2/0 T►-II-IN Cpr. and 1-•4 Cpr• (fl ( ✓ `� CN O o w Power Company Transformer • 1-1' PVC Conduit w/8 "Ifd THNN GonduGtorg. GT� Z cr I O ® The 'T2' fixtures are to be mounted even with the top of the } 2nd floor windows and lcey switched it the dining i ^ ® (� VERIFY ALL UTILITY COMPANY REQUIREMENT5. V ) I IT' rr a0 I to 1 'T' z 29 \ / Z � 0 l 1 � 1 I � • • W z 000000 0z IT � a / i .T. N o 29 'TI' �TI� z cc oo vDi ~ law In 'TI' 29 u m r•l 3 31 TI � Z r O O 'TI' W N 'T I' 31 i = W ; 1 I I I 'T1' 31ui 4� I I w > I a I 3 1 i O � I 31 I � s _ ; IT 'TI' / 'TI' 31�x for 31an Power p ` O 31 Poway Cofn PenPoie '1950co lei IX I I ,e d I o - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - --- - _ - --- - -- Pr Number: ca z -- ----- - - — . --- - -- -- - .- -- - S.UJ. h'iC DONALD 5T. 1..Ct�-_ Projectsago; Dote 1 =moo riCOip 4/18/00 I t"pt 9355 SW McDonald Str BUP 2000-00206 61 of 73 • I Peirrn Dr w1 ng E J1[ LEGIBILITY STRIP T pm-.1 m i 2 3 4 `� 13 7 A 9 10 11 12 13 14 16 17 18 19 20 21 22 23 24 25 26 2.7 28 29 30 Cm al I I OI 9 b HOW I10Z . ...._..�llill,�.�,>..lLl�1.Ll.>.��11LL1.1.11.�X11!IJ.�Ltl�l>.Ja.l1. 11.a1�1�J�,.I�J�.li,J�(.�>.1.��.1.�.1�.1,U.�11.�1J.�1�1..1�.1.��.11�►.1.�.la..la 1.t11�..�.1�.1.1J.>^�i.I.I�I�J.�.L;,ll_I.LW.LI.��.I.I�.1�J.1-l.l I I I IIaJal�l�l.I.1�.1��1�.11.1LJ��II.a,11.1��I.L�It.I,�J�.�1t1�1.I.�.I.la.Ja l<�11�oa I _ .. .. ter„++., .+ r _. _ ,......., ...»., ,_ ., ,. .,-.«.+�*,w•,m n,. :,... _- - . .!Yr4M�MlU.nww'XMI ... -.I.. I 4- ti i1 1 't 1! f i} rk� FRAHLER ELECTRIC CO. 11960 S. W. Greenbur& koed Tigard, Orejon 9723 Phone 603-639-4627 Fes 603-639-4673 OreSon Cantr Uc./ 34-13C Oregon Supwrvitior Uc./ 3046S C) Fronler Electric Cc, These drowings are the property of E ET N O I�}•- Electric ectric Co and ore not to LI '.1 be used or reproduced In any nonne, without prior written permission U Connect to the lighting control in the reception area. 2 Connect to the lighting above. 3 Use "10 AWG for this run of wire. 4 Yer(fy all elevations with the Architectural Drawings. All wiring (s to be in steel raceway and steel boxes. 6 Common Area lighting controls. (1 See the exterior lighting control. ------------ - ----- - --- --- -- - ------- ---- - ---------------------`--- -------- � I f UNIT - G2 - 'XI' '—_ /; rf II idl' r- ---------- -- - ------------------ -- ------- -- -.1 1 XI' UNIT - ------------------------ I HL X 'NI' _ - -- W. I 'D2' '52 '52' '02' I _ r '►`I' Ir- ----- ; - - UNIT - D UNIT - A (SIM' UNIT - A L_------- UNIT - E UNIT D UNIT - D L 114 113112 FM- 3 .B. '� III IIm IID9 +% i � 1 ----- EM-26 - _- I - - Xr I 1 -------- I \ I r ;w., M I - - - - - --_- X UNIT C I I _ _ I I -- . X ►..., UNIT - C �_ 1116-, -- �_ .NI. 'NI' \ / •E' LImT I ra.y 'two 1� I Nil V\1j UX -L--j Ll;.j I / \ r i.J / , .E. .E. .E. .E. .E. -E. .E. .E. •E' I, I — � - 0-4 TII' ?JI' I — J _ X1' .B. EI' 'EI - .E. \ ; E_ Nil $Bit rI 'NI 'EI' 'E — — — —tzi t= C� 'N2 'E' - -- I _ _-- -- - �. E I NI ® I 24 f' .F. .F. .E. 'N' RJ' i �--+ � t r+•r I _ NLEM I � i r-, .� • rrl UNIT - C - C Ill , I �/ .E - I •N �� 'N' 'E' =O EIt BRIE � Ga �, — 'NI' ,E, 1:1E - UNIT - C L\ n71 I .F NL I L I ra6-1 I ' 7W 1 ^ \ -p L- - - -_ - ® �_� E 'D2' r�'D2' EM-28 Ei O 1 / O 1.�� U .� . . I . 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JI Q �.\ 4/1 l)/V 00 V thea t 9355 SW McDonald Sir / 9UP 2000-00206 62 of 73 1 Perrnit Drawil-Ify- LEGIBILITY STRiP � - OCM 1 2 3 4 5 6 7 A 9 IO 1 1 12 13 14 16 17 is IU 20 21 22 23 24 25 26 27 26 29 30 zl ( I 01 ( HOW a 10- u! .:Ili .l t1�i)1111.11�1��1ti�W.t��1i.' lJl��lalilJliJ.i.li1_(l>11 �111�1�I.i.Ii�iI�J 1�l�Jl.1.i11111111�I��I1111111I111.1i1�1 it 1.1.ltlilll►lilaltl.IJ1111i1J.l�.l_t11 �1�1.t1L�J�lilili Jalal�li tail I I Oe iY rV WI1 • „ PIP- i FRAMER ELECTRIC CO. 11660 S. W. Greeaburg Road Tigard, Oregon 97223 I 1 Phone 503-639-4627 Fax 503-630-4673 Oregon Contr. Uc.g 34-13C Oregon Superet•or Uc,/ 30465 Prahler Electric Co. These drawings ore the property of Frahler Electric Co. and are not to be used or reproduced In any manner, slthout prior written permission. 5�4E E T NOTA J (D Connect to the lighting .ontrols in the reception area. Q Connect to the lighting 0610w. Q Connect to the lighting control in this room. 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UNIT- D UNIT- D UNIT- F . + + + + + . + '�' A . 4 + ♦ ♦ 4 + + + UNIT- E ZII ,+ - - 7� ♦ ♦ ♦ �21h Z15 Z14 ♦ ♦ ♦ + + + + 4 ♦ + + + ♦ 4 + + + Z13 212 7 A 7 • Lo . . ♦ ♦ . ♦ . , , ♦ + \ / — ♦ + F • — — — -- ore set — — — — + + �. *+ ♦ • 4-E \ / I -- - - - zi \ , NL UNIT- c +++UNIT- C // \\ \ \ \ ,x\ TII' ♦ a • ♦ 'DI 'XI Z`r) 'p2' CD2' ♦D2' 'E• .E. / \ O C -� G O �• rE. I, '02%L ♦D2♦ .O2r 'XI' ,DD2 .. / 0. nO �.•ZlJ + E—A I i'l�, . . _ �— - - - ` GO ♦♦ ♦ D2 'Al. 'AI' ,D2• 25, ELY] N' 'EI' ♦EI♦ 'EI' 'El' -- - - - - -- 2 .♦+ w ^ DZ 'EI 'NI' ,A, -- ------ N2 'El' 'Al' ♦qlr 2 ++ Q . rr ♦ r..r ♦ ♦ UNIT- C 'N \`NIS II 'NI' 'EI' 'El, .Elr 'El' N2' +4 W ♦• ��t 219 ` ' _ w. • II EI ►� 'Al' 'All UNIT- C 4 +♦ ♦ +4 + 44 I //�`\ �� DZ 'AI'� 'Al' •D2• 1pl EM-IS .E� '1XIDZ' 2/' Q ,�\ I •++ � •r� __ _ ® ICI ® � / 2 , \ + 4 ♦ • , •••♦• ♦ , C) 'E' 0 . r . r IEY . . .E. E. r I r r-- , , ,Er + + + + \ EM ♦ + ♦ + + rT� .♦. ♦♦+.+. 'DI ►a'D2' 'D2' /►a'D2' .021. 'DI' - ' 2 'D2' 'D21L 'D2' '♦'♦', ' . . V1 . _ + . . 0 0 0 0 0 + + + + \ �' X JC y C 7K �'C 7K 7C JC pC X )K + ol oil _n ' bA ♦♦♦ + + ♦ •♦ DI' 'A2' 'AZ D +++ + ♦ Q • ♦• UNIT- A UNIT- A UNIT- B UNIT- B UNIT- A UNIT- A UNIT- N UNIT- N UNIT- A UNIT- A UNIT- B UNIT- B UNIT- A UNIT- A ♦,' • 1�0 121 2ZZ Z23 224 225 1Z6 2m1 2fd2 2rD3 r?m4 2�5 206 L20 ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ 4 ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ 4 ♦ +++++ + ♦ ♦ + 4 4 ► 4 + + + ♦ + 4 + + . +++ + + +++++ 4 + ♦ t 4 + + . 4 ♦ + + + 4 + } } + + + + + 4 + + + ♦ } + ♦ + + + + ♦ 4 ♦ + ♦ + 4 + 1W' ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ • ♦ ♦ ♦ 4 ♦ +, ♦ 4 + ♦ ♦ } + ♦ ♦ + + } 4 ♦ } ♦ ♦ ♦ + t 4 ♦ + t ♦ + + ♦ ♦ ♦ . 4 t ♦ + + ♦ 4 ♦ + ♦ + ♦ ♦ ♦ 4 4 + + t + ♦ 4 ♦ t 4 ♦ + + ♦ ♦ 4 ♦ 4 ♦ + 4 • ♦ • . ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ • ♦ ♦ ♦ + ♦ ♦ ♦ ♦ ♦ 4 4 + ♦ ♦ . } + } + + . t + 4 4 +++ . + + rte- + + . 4 + + t t t 4 + + ► + + ♦ + t + + + + } ♦ ♦ —r• *- }- --�+r• }—♦ -i ♦ ♦ ♦ ♦ + ♦ } + ♦ ♦ + t ♦ } ♦ + t + + + ♦ ♦ + + . . t + + 4 } 4 . ♦ t . + + } + } + + + + . } ♦ + ♦ '. �. '--`� 4 ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ 4 ♦ 4 + ♦ 4 4 ♦ ♦ ♦ 4 + ♦ + 4 + + 4 4 4 4 + 4 + ♦ ♦ ♦ ♦ ♦ + 4 + ♦ + ♦ 4 4 4 ♦ + ♦ + + 4 4 + 4 4 ♦ + 4 ♦ + ♦ ♦ ♦ ♦ 4 + ♦ ♦ ` L ♦ ♦ ♦ ♦ ♦ + + + + + ♦ + ♦ ♦ ♦ ♦ + ♦ ♦ + + ♦ ♦ + + ♦ + + ♦ } 4 + + + 4 4 ♦ ♦ ♦ ♦ } + + ♦ t + ♦ 4 4 + } 4 + 4 + ♦ + + ♦ + + } ♦ ♦ ♦ + ♦ ♦ 4 + ♦ t ♦ +++++ + + + + + + + + + + . + 4 + 4 + } + . t . } + } + + �1 4 + 4 4 } + + . 4 4 ♦ + . . 4 + . . + + 4 4 + 4 + ♦ + �► ♦ 4 + + 4 4 ♦ + ♦ ♦ } + + + + + ♦ ♦ + + 4 4 4 t ♦ + I-t� 1 *' 1 I I I I t_tl + + ♦ + ♦ } + + . . . . . + . + + . . } + + + . . ♦LSI I I I i r t I I I I I I I I I I I I I I I I in N 1 O N I I I rco J I I I I I I I I r (n 1 I I I J L I I I e I I L q 7 I I I I I I I I Project Number, 6U007 Dote, • 1 1(0 15 14 13 12 11 10 9 8 ��1 5 4 3 2 1 Sale, 4/18/00 N Sheet, 9355 SW McDonald Str. BUP 2000-00206 63 of 73 2 .0 ti qq Permit Drawing__ ;,: .d:aar.w_,.. .eMgen•II��K-.�..._..�. .. uie�7Ftt �IIY.�a. �,..,.w,..-:- .. ....., .- Cm IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIII IIIIIII I111�1111 IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII tllllilu Iii�llii ,illlllll Illilllll Illl�iiii !ii!�iili LEGIBILITY STRIP 0 1 �� , �� I - --- _ - IOmm.I cin 10 I I 12 3 14 18 17 IN 19 20 21 22 23 24 25 28 27 28 29 :J0 1S1 I I OI "0N1 • 10g I 111WA 11111111 111111111 1111111 08 1 ,,..n 1 i.I i 1 �I d Ij i. ar. 'i r i FRAHLER ELECTRIC CO. 11860 S. W. Greonburg Road s Tigard. Oregon 97223 Phone 503-639-4627 fax 603-639-4673 Oregon Contr. 61a./ 34-13C Oregon Supervisor 1Jc./ 30465 OC Frohler Llec trlc Cu. These drowings ore the property of frohler Electric Co and are not to be used or reproduced In ony monner without prior written permission SHEET NOTES Ql Connect to the mechanical well receptacles. r^ 'q7 u ♦.D1» 0-4 0-4 Al D1 D1 Q "D11* _ r-:7, , 1 — i 2MI-19 ;M 2C1-19 rw4 04 21111-19 V--1,—L I I I I I I I I I I I I I I in yi C r—� r— r—I 1 1 I I L 00 I I 6 1 I I I I I I I I Project Number, 60007 ( Dote, I/(9 _ I, 1� \5 14 13 1211 1� 9 8 (0 5 4 3 2 1 Scole, 4/18/00 J Sheet, 9355 SW McDonald Str. BUP 2000-00206 02 06 of Permit Drawin E2 . Q-) -LEGIBILITY STRIP - Cm - � ll3ll � � l l � l� lllll�llllllllliinllll,�Iuiu..u I un IIlli i, II IIlii IIlii IIlu Inu Iuu I nil II � 111111 10M 2 3 4 5 10m.I Cm ilil� 1l8 1l8 l0 26 27 28 29 3 0 all 11 OIHOW s108 , 1111111111 OZ a; y d. t. t ,.1 FRAHLER ELE:CTRiC CO. 11660 S. A. Graanburl Road Tigard, Oregon 97223 Phone 503-639-4627 fax 503-639-4673 Oregon Conlr Uc.# 34-13C Oregon Sup•retaor Uc.0 3045S Frohler Electric Cu r— t I }}}--- NOTE These dr odngs ore the property of E � T N( )T E s5 beohler used O'rureproduced p r ssy nunntric Co and ore not �r y I rlthout prior written ptrnlsslon. ® `✓erify all locations and eievations with the Architectural Drawings. All wiring is to be steel raceway and steel boxes. Q See the Kitchen Drawings for the wiring In this area. ® 3/4' PVC underslab feed. IS All ;wiring devices are to be specification grad. ® Varlfy Automatic Door operator requirements and connect to Crt. EM-39. PATIO 04 UNIT - 52 ' r----- ----------- --------------------F%,7- ---------- -----, UNIT - G2 -- 115 L ----------------- ------------------------------------------------------ a�1 -------------- ----- -------------------- '------ ----- ---- -- ---__J I aw 1 I ItaB ( A W I 1. Ia,6,�,grIIJ�>w_J STAIR _ = I 1 1 1,lI,II,IlJ6 1 - UNIT - p UNIT - A (SIM) UNIT - A �--_---i �------� r UNiT - E UNIT - D IT - ' `'� r� _ 'd I I UN D I E--I '-�-=.y � � -- _ LI I� �119 IIZ III Ilfra Ifd9 � ~ _ � O oji��ts�b • I to �seso DINING ROOM e�oa� nro I e 1 = _ uNl�c I •. .uP.-: , , - � I I � , � � I UNI r - c T � Ilro ` Iml .r.� [I - KITCHEN � � I � l nh '7�?'--� i M• I V • I ) \ � , F� rr•1 - -- —_ I I ea0l.l4 I �y �-- • ,�.� PRIVATE DINING Tb— _ — � �� -• ICI-I IE2-3396 ►•?' I � ICI. 9 I 1 UNIT - C •" I-1ml? ICI-26 UP ® I 111 ,' I COOL/R 1�V UNIT - C 1 b Q �` /. I IWI.32h _ �' rNL 1CI IE2-39 � , Irab i a,, ' ' ^ •� STAIR ICI-21 IE2-41 1 O � Ll d M S `- ,� � I , ICI-4 ICI-24 -- z ' ---- �) ........... IWI-26 IE2-42 M ICI-2F!hILJEJ OR r'I PN-�-EM E-33it rren•- 5W — — - 1 I-Ira �x\ i %X\. ,X\ — IMI-18 ICI-6 f ► I 1 C I M r f D I I L__ _� L 135 :6 1 e,�1�3 D ]4 Id'n C le Ir o 2 • P IMI \ —� 1 II 13 Pl NL ICI-12,14 "Jb,7111 I „re71 ! » i I13 � 14 1 m 7 i i0-4I UNI t - A UNIT - A UNIT - B UNIT - B UNIT - A k� TeIt0ar°"aro ® UNIT - A UNIT - B UNIT - B UNIT - A UNIT _ A 8 4Z ; O ® 1ml If�2 103 104 06 11119 �I7� IZI 122 3"EM a>, M JF PA. --� - ■I•eV141 \ J LZ Mnf r-- ---- -------- ---------- ----'- ------------ - ® - --- --- - Fire bli:irlrider Oil L.-- ------------------- ------- I I I La i I I I I I I I I I i I I n ; c N I a coat ' I I I I I I I00 at I I I I I I I I a r Project Nunher, 60007 1(015 14 13) 12 11 1� 9 8 5 4 ( 3 2 ( i~ ) °°te 1/e' S= II y ' s-ole4/18/00 N ihept 9355 SW McDonald Str � 2000.00208 855 of of 73 Permit Drawina - LS LEGIBILITY STRIP C 2 3 4 5 1illli�lll � I lllllllI�III�� 14m.1 cmO ?illllll�llll�llll�llll�: I !I IIS ' � III2I 0 21 22 2II�3I"I2I aiii 25 li.18 8 hi2li I 7IInVI2II I ei�ll� 2s 30 + Z� I I OI NONI • IOL ' '- i1�1�.JJ11u�1li,tL�t�lli�.h �.l.l�.oz ,. .. .,. .r.,w''FI.nFRM+.•M,rnrr..-M1ww!•.MAI.,. ..,• +,*..n.. .,..,,n. ..,.. ri f ;1 15 • I f, F'RAHL.ER ELECTRIC CC►. 11660 S. N. Greenburg Road Tlg&rd, Oregon 97223 Phone 503-639-4627 raw 503-639-4673 Oregon Contr. Uc./ 34-13C Oregon Sup+refaor Lc./ 30465 @ Frohler Electric Co These drowings ore the property of Frohler Electric Co and ore not to be used or reproduced In urq munner, elthout prior orltten permission SHEET NOTES (1) Bather--Verify all requirements. ® Wall mounted 1500w heater w/intragel T-Stat. © Verify all locations and elevations with the Architectural Drawings. O All wiring is to be in steel raceway and steel boxes. _ _- -- --- ♦ + ♦ + ♦ + + ♦ ♦ ♦ r ♦ ♦ + ♦ ♦ + + + + ♦ . ♦ . ♦ + ♦ + ♦ ♦ + ♦ ♦ ♦ ♦ ♦ ♦ ♦ + ♦ ♦ ♦ ♦ + ♦ . . • ♦ UNIT- G s • • r'�-s--s-- -z-s-"s-r «+' + ♦ UNIT- G +♦ D�] T • PNL2W2 ♦ • ♦ • • • • . • + • • • ♦ ♦ • • ♦ • ♦ • ♦ ♦ • • • ♦ + ♦ • ♦ + ♦ + ♦ • ♦ , ♦ ♦ ♦ • ♦ • ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ + • • ♦ ♦ ♦ ♦ • • ♦ ♦ ♦ ♦ ♦ + ♦ ♦ ♦ ♦ ♦ + ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ + ♦ ♦ ♦ • ♦ • ♦ ♦ • + • • + ♦ • ♦ + ♦ + + ♦ ♦ • ♦ + + ♦ PNL2E1 + + ' 83m 32 34 36 38,4m • ♦ • • • • ♦ • ♦ ♦ ♦ ♦ 4 • • • 4 ♦ + ♦ ♦ ♦ • ♦ • + • ♦ + ♦ ♦ ♦ ♦ ♦ ♦ ♦ + + ♦ + + ♦ ♦ + ♦ + ♦ + ♦ ♦ + ♦ + ♦ • ♦ + ♦ ♦ + ♦ ♦ ♦ ♦ ♦ ♦ + + • + + • « ♦ • ♦ ♦ • ♦ + ♦ ♦ + + ♦ • ♦ + • + + + / • _ -� : s • ♦ . ♦ ♦ ♦ + ♦ Z6283m9234�63El. . + ♦ . . ♦ , - - + . + + . + + + -- ++, . . + . . . . UNIT- D UNIT- D UNIT- F + + . . ♦ + . , UNIT- E UNIT- G UNIT- D ,♦ + • x116 215 114 ♦♦♦♦♦+♦�♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦+♦♦♦+«♦♦♦♦♦ 113 111 111 – -- _ -- ___ _ _ PNL ?E2 1°NL TET PNL 1E2 _ ' \ , .'+ - - 13 6,1,9,11,1'J,I6 11,19,?1�3 26 219 91 ?,4�6 B,Ira,l?,14,1 M • �( OWL 2W2 OWL 2W2 _PNL 2111 _ \X' +♦ ♦ , ' ?4,6 6,10,12,14,16 13 6,1,9,11,19,1y 19 6,9,9,11,13,18 , \ + • ., _ _ . . (L) . . , O UNIT- C I �. - X\ Ell I I \ - x\ I I x\ ,K\ I UNIT- G ♦ • { .V . — 2E.1 ---__.� � _...-,-----� PNS _ NEI \ NIL 3m92,34_36,3 ♦ 0-- • • --_._ I WWI • • t:JTVP m-7 PNL 141: - w C�} - WW2 •-- - •--- • PNL 2E I ' ', Q • - IC2-19,19 1351,9,11 _ 18?m:2.24;b,:8 F 2 • 2W2-11 2MI-42 - ♦ ►•-t UNIT- G Y 2412-1921 II - I 13,15 _-� UNIT- G ?MI-I9 2MI1369O, � l -- L` 8 + 1 119 I - 2�1, \ / IF QU ----- _ O 4 4 2W2-42 Zi•11-20 ---- fir/ • 21111 42 ♦ + + / - - - - _. . . , ♦ « + ♦ + 1 I • ' r - JI ` 1tC\ Y X`_�I Ate' �' x' - - — l`/ X/ x� \x� \\x ~ KC=J III • +♦ + ►W ♦ • — -- —_ — — __ — ♦ + + 4 ' ' ' ♦ PNI. ?41^- - PN1. 2W1 F'NL 2WIT- PNL 2W1 I PNL 2W1 F'NL 2W1 PNL 2M1 PNL 2GI PNL 2GI PNL ZET IONL 2E1 PNL 2E1 PNL 1Et PNL 2E1 ++` . V 32,34,76 36,446] 1,9,6,1.9,11 J C 13,16,19,1921 3] ?52179,3133 35 1,4b 6,1m,12 14,16,18 Zm 2Z 24 1,4 6 8,UD,12,14,16 2,4 68,10,12,14,1 I'^l5,1,9,11� 18;0,22;4,?6,28 14,16,180 27?4 2,4b,6,10,12 ?6;1,29,31,33,36 -13,16,11,19,21,23 +♦. O UNIT- A UNIT- A UNIT- B UNIT- B UNIT- A UNIT- A UNIT- H UNIT- N UNIT- A UNIT- A UNIT- B UNIT- B UNIT- A UNIT- A r ♦ • ♦ ' L:20� C 111 - �29 E224 126 216 101 2F2 2m3 11ta4 1mR 1mb 101 ♦ ++ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ + ♦ ♦ ♦ ♦ ♦ , « ♦ 4 + « ♦ ♦ ♦ ♦ ♦ ♦ ♦ , , 4 ♦ ♦ + « « , ♦ « « + « + + « ♦ ♦ « + , « « + « ♦ 4 « « + + ♦ ♦ ♦ 4 « + ♦ ♦ ♦ « « + ♦ ♦ « ♦ ♦ ♦ + + 4 ♦ + ♦ + • • • ' • • • • • + • • • • • , • + • ♦ • - ♦ + . , + + . . . « . ♦ . « , « . + + . + « + ♦ YT _ + + « ► « . +++ + ♦ « + , « « . + . . + + . « + . + . , + + « + + ♦ 4 . . ♦ + r 1 ♦ • .. ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ — _ ♦ ♦ + + + « ♦ 4 , + ♦ 4 ♦ , ♦ + 4 ♦ ♦ + + + « , « + + ♦ + « . . + . . ♦ 4 ♦ 4 + + + ♦ + 4 + 4 . ♦ + )—F+ « ♦ + « + 4 ♦ ♦ ♦ ♦ 4+++444+1 ♦ ♦ ♦ . __•_.�..• -- --�y--�--� - -- -� �-- ---�-- ♦ ca ♦ ♦ - TT- ♦ 4 ♦ �T ♦ , ♦ «� -�--� J « . . « . , , . ♦ . , + + + « « . « « 4 , + « + + + ' + + + 4 ♦ + + + + « -� . '�_"-_ ♦ ♦ + ♦ ♦ ♦ • ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ , ♦ + I�' - 4 ♦ . ♦ 4 , . . ♦ + . . . « . . . . . . . . 4 , . . . « « ♦ . ♦ + . ... 4 . , ♦ . . + . ♦ ♦ + + . ♦ ♦ ♦ + ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ + + ♦ ♦ ♦ . + ♦ ♦ ♦ I 4 + ♦ ♦ ♦ ♦ . ♦ « + « 4 ++++++++ ♦ « . . + + + . + ♦ + 4 4 �4 ♦ . . 4 4 + ♦ ♦ 4 4 4 + « 4 + 4 4 ♦ , . ♦ 4 // \ 1 ♦ + , ♦ « « . 4 « , « 4 ♦ « ► « + + . + 4 + r I + + 4 4 ♦ + ♦ + + ♦ 4 « « + + , ♦ , + . , + 4 ♦ + 4 + 3 I / +4+ , ♦ , . + + 4 4 4 4 . + + . . . . . . , + + , r+ I 1 ~ ' A • I I L!J ♦ 4 .- . , ♦ . + , ♦ • + . , 4 4 « + . 4 , + ♦ + 4 + ♦L� I I I I �-� 1 4' tA I I I I I I p O r r i I I J J L 1 I I I 00 I I I I I I { I •� ; m i I I J L I I I - d I I I I I I Project Number 6000 i Dotes l)) (LI (,14 13 12 C1 12� �0 5 4 3> �_ L `. 1 } scalp 4/1$/00 N :hoet� 9355 SW McDonald Str. BUP 2000.00206 66 of 73 • ing E tf_q Permit Drain i i l,� -...may... '�I I I I I I I I I I{I I I��m.._�,-.,..�.,.' i I I I I I�Iw..,lue+• I ,.. , C7 ,� LEGIBILITY STRIP O I 2 3 5 6 10 11 12 13 14 16 117 Is 19 20 211 2'2 213 24 25 26 27 26 29 30 pmm-i cm 01 1 Z...N.Ir4rL4.�IM.4�MM♦a4�.lyd�!•dII•F�A4�If I.bA,1.li�iwil►�i�.Li1.LMS.L,Sal.1.J.t.L1d�.�.�I4Ni, 1J•141,J.I.4#.7.4,1A. A.411J1.��J.lI.,1.1.tJJ.�L��.L�.I�J.�14.4W1.Ll,LLLUrLLL1J, H9N1 I•tI�IQ10L -. s I 14 likeMCNw+, ,. .:. .. .. .. ... � •S9r .. - '106 .. _ g FRAHLER ELECTKIC CO. 11660 S. W. Greent,urg Hoad T1gard, Oregon 97223 I I Phone 603-639-4627 i Fax 603-639-4673 I Oregon Contr. 1Jc/ 34-13C Oregon Superrtaor Uc/ 3046S CO Crolder 1-lectr1� Co These drawings ore the property of rrohler Electric Co and are not to be used or reproduced In any manner, without prior written permission SHEET NOTES 1 Connect to the Attic Circuit. I � ui I 2Q Verify all mechanical electrical loads and locations. I I I i I I A ) f KF-1 F� 4� 1 iFff fl _� RTU-3 v • \. 2M1-2 ,31,33 r•-1 K-10 RTU-2 ~ (� i I - j 2M1-23, 5,27 _ ^ K-18 '�: �••� K-2,4,8 2M1 (24.26 28 2M1-30,3 MAU •` c RTU Q F� WP WP EV- an an W o r-I r- t•," I I `may rte:-1 p�� •rl I >L---J E-- N -1 D rz -1 W 1M1-12,1 ,18 RTU-1 �� -� � E-1 / 1M1-20, 2 -OE 1M1-24,28 rte_l � FC-1CC-1 2M1-35 37,39 RTU-4 i 1M1-4,8 iMl-8110 i CU-1 CU-2 0 r all 7J . Ci I I LI I I I 1 I I I I I I N I 1f I I L I —J L J L J I I I ' � c i rr I , I I I I I I J L I I I I a _. L V q Z I I Project Number, 60007 � Dotes 1/8,,,,� I, 12 111 , 1O CS) 8 7 5 3 2 1 Sce e 4/18/00 J .� J � Sheet 9355 SW McDonald Str BUP 2000-00206 67 of 73 Permit Drawing E t Cm "' "" ''I "'r II!!IIIIII II Ilii li i ill IIII II""+II Ilii " II IIII IIII III! "!III i' III' II I IIII ill 1111111 Illllil LEGIBILITY STRIP ;lu�inl„;Isla 1, l� """� I I I�IIIIIII Inilillf1 l'3 X14 IIs 117 t8 Its 20 91 212 I Om0�1 Cm 2 3 4 _ 23 24 25 26 217 29 30 ZI I I OI I1II I,II Ho N1 • IOZ �11�111 41 I. I I I I l 03 F .. .. .. r J .r �t FRAHLER ELECTRIC CO. 11060 S. M. Greeuburr Road Tigard, Oregon 87223 Phone 503-638-4627 Fax 503-638--4673 Oregon Contr. tic./ 34-13C Oregon Supervisor tic/ 30465 (J Frohler Electric Co These drawings orit the property of Frohler Electric. Co and are not to beused or reproduced In uny norner without i for written perniLSIon —- - r lL I El ll I I I I I I\/ I I 1 1 10 `\\\ I q PIC _ 1 1 ~L _ __ _ J 1 - � One-Bedroom Unit Type D Studio Unit Type C Studio Unit Type B Studio Unit Type A *-.4E-. Typical of 7 507 Sq rt Typical of 8 321 Sq, FL Typical of 8 349 Sq. It, Typical of 15 30 Sq. Ft. T-1 It bt Hone Run j 12/4 MC Crlble i O M Home Runt 12/3 MC Cnb1e Hone Run j I 12/4 MC Cable Hone Run W 12-4 MC Cable 3 Home i 1 _ I lt2 2 _ -� � 12-4 M IY Coble � �► U. 3 3 1f. 3 i J. .J. J. .�. •�• { 2 3 3 3 1 � 3 3 i 3 3 3 2 3 ,GFI 2Olr C,FI 2 2t.ul �. f�. I - - - - - - - - - - - - - - -• - JI3 3 3 Xr 1 3 I / ' 3 'K' •K• ' 3 I ,/ `\ Home Run �`� ,\ /_1 �\ 12/4 MC Cable (J U �'J 'U o Home Run Home Run 12-4 MC Cable 12-4 MC Cable / 2 % an 3 no CC) ° 1 � , I I n Home Run v 12/4 MC Cable o One-Bedroom Unit Type D Studio Unit Type C Studio Unit Type B Studio Unit Type_ A ' Typical of 7 — --- — 507 Sq. PC Typical of 8 321 Sq, It Typical of 8 349 Sq, rf.. Typical of 15 317 Sq. Ft. Project Nunhpr 60007 Y i Date 1/4' i I Scalp, 4/18/00 I Sheet, 4355 SW McDonald Sir SUP 2000-00206 68 of 73 Permit Drawi-ng r 1 .-.._ - o..�rs.. ..r.,y.... _- m _. ..__.,.a _• r•rmenlNlM'• i: ;l :III illl!111.!Ih'�III11f VI IIII III ��1�11 t - - Ir 1 II I`III II,. Ilii I'illlli III111:11 Ill.itlltl I'• wtill Ili LEGIBILITY STRIP Cm I ; lom M.1 Cm 2 3 4 5 6 7 A 9 10 11 12 13 14 16 17 18 19 20 21 22 23 24 25 26 2'7 28 29 30 01 J HONI 0 IOL 4 IL _ ,...1,1,1,;1 ,� 1J�'J.W.�,1,11�.1:1J.�1�.1�L111.Li1J.11.�1.�.�1�.�1�1�.1111��1,I.�.I�,L�1.�.11,I.L111 U.U..�.t�1.11.�J,��J.lI.1.�.L�,L�I�.I>I.l�.t,�1.ill.ill.�.l•�.I�.1•�.1�1.�1.W.L��.I.I.�,ILI.IJ.� 1.1.l�,1.�.11.1�J.�1�1�11 �.1-�.1,11,I1�Oz >;; , m' FRAHLER ELE("I'MC CO. 11880 S. W. Greenburg Road Tigard, Oregon 87223 Phone 503-839-1827 FOR 503-839-il 3 — —� -- r— Oregon Conlr. Uc g 34 13c ' Oregon Supervisor Uc./ 30465 UFrohler- Electri, These drawings are the property o+ -- 11111(1—�'hY'I Frahler Electric Co and are riot to l.J JJp be used or reproduced In uny -jnner without prior written permission ............ D__j Cl - - - - Ll 1 y( It 4 }( 4 a 1 I ~ �.✓,/ - - -- - - - - w Fri �f-) CQ - - - - - - - - - - - - o--I I'llwil ------------------------------------- J �- o °low"! One-Dr.droom Limit — Type G One-Bedroom Unit Type G2 One-Bedroom Unit Type F One-Bedroom Unit Tyne E �r Typical of 2- - - - -- - ._. 840 Sq. Ft. Typical of 2 530 Sq. Ft. T"tcal of t 530 Sq. Ft. Typical of 2 570 Sq. Ft. 0-wall � o Horne Run 1"1 Home Run 12/4 MC Cable �J 12/4 MC Cable Home Run 12/4 MC Coble / Home Run Home Run , Home Run Home Run 3 3 12/3 MC Cable 12/3 MC Cable 1 2 0 M 12/3 MC Coble 12/3 MC Coble Home Run 12/4 MC Cable 3 1000W Heater 1000W Heater *.-5r l 1• 1000W Heater J. ( 16 i/ 3 2 2 2 2 F3 142 3 I J �'• / 2 2� 3 ) l'� f \`a 3 2 a.. . , \.J. JD2 - 2,J, 3 .J.J 3 �J�2 .J. 2 ..� 3 T! — .. 3 - i ? � �. – -- – -- I — r 3 F03 j. fl O \ GFI 3 Grl GFI 'U 3 GFI 2 3 3 3 m 3 2 GrI 3 GFI kol 'U•i L1 j I o 3 �2 o _ I rff%:= 7 _ _ _._ _ - - - - -- - 3 co ' u Home Run i \ Home Run 1214 MC Cable — 12/4 MC COUP Homy Run Home Run 12/4 MC Cable 12/4 MC Coble " d -- ------ a ra ProjPct Nur,hu, GO(�O i One-Bedroom Unit Type G One-Bedroom Unit Type G2 One-Bedroom Unit Type F One-Bedroom Unit _ Type E_ Dote- Tv plcal of Y 040 Sq. Ft. Typical of Y 0Y0 yP Sq. Ft. Typical of 1 090 Sq. Ft. Typleal of Y 670 9q. Ft. c°le: 4/18/00 9355 SW McDonald BUP 2000.00206 69 of 73 E 4 Permit Drawing LEGIBILITY STRIP o 1 2 3 a 5 s 7 e s to I I 12 13 Ia 6 17 s 9 20 21 22 23 24 25 26 27 2e 29 30 Omnw cm ZI I I 01 Q - b HONI 0 103 _�1� L11i� .�1a�.�ii1�W.�1t11t��1�1�.11.1�,i, lJlilili��1>L�I Iililil�llle il.ili.l.iI_<<altli1..i1i �L�I Iiila�.i.l�l �.l�l Itl 111l1111111 1 Iii Li.l.� 1iL�Li1.i1�l.11 Li La ilk l►1�l�laJ_i�al�.1.1L�1!1x.1 1�(� oz _... . Mill .. . _. >i \ 3 FRAHLER ELE("I'VIC CO. 11590 S. A. Greenhurt koad 111Eard, Oregon 87223 Phone 503-639-4627 Fax 503-639-4673 Oregon Conlr 11c# 34-13C i Oregon ,9uperelsor Uc 0 30465 I I (C) l rahler Electric f These drowings ore the p,,perty of L Frohler Electric Co and are not to L J'A be used Or reproduced In any n�nrer elthout prior written pernlssion u 1 I �. i I 1 C9 i L CQ r- v� 0-01 ..a "4 p One-Bedroom Unit Type H Typlcal of 2 550 Sq. R. J lJ P-4 W Home Run 12/4 MC Cable Horse R- O L 12/3 MC Cable 1.•-4 �: GIZ 3 \ u 3 ' 1000W Heater %. Poll r � ra 3 3 2 r r� 2 M 2 i i i 1 \ / 'K' 3 3 3 q \ 'U i I / \ \ GIFT CD n 2 \ 3 0 .L 1. ' co V\1 rri Horne Run 12/4 MC Coble o d n " I Project Numbpri 60007 Dat?: /41111= 11 i One-Bedroom Unit Type H scales 4/18/00 Typlotl of 2 659 Sq. Ft. 9355 SW McDonald Str BUP 2000-00206 7001 73 ., rit DrawinluPei E 'IIII�jIIl�iiillii�li�i�jilllili LEGIQILITY STRIP O 2 3 4 5 6 7 8 9 IO 11 12 13 14 16 17 II8 19 2'0 21 22 23 24 25 26 2f7 26 29 30 zl IIII 01 NONI o tot b I � W W�11�1�I�1 1 �� .l�liJ��1 �IJ,�I� �) I�IaJ�1.�I�l�,1�1�1� 1��1I�II.IaJ �1�11�.�l�lll�li.11 !�Ii1�lLllul ! LaJ l,iltJ 1� 25X 0a C D . ....n.r•MNw�MM�41MWn....n+wr mn.e..,.... � , .. :...•.y-.v:....�+vr.YMr!wn•lMvr....y.,r.;...r•....�+MR1v-M r'yn• M"',,1N'Na. 4Ri},Min.. + . 10101"ll M is"01 _. •�Alw1 ..... �yMNMN��.� N'+MBVtaMYy.. . '....b+.'1►:fY«''++S . ..- ,.'4✓'�y�yµw+M`Mwr.'n'SMS'RI.;:1!°'^�ANN14MMM"�Atlr1Y!M.M„ .. I�II"�.,.. .. F RAHLER ELEC'T'RIC CO. 11560 S. W. Greenburg Road Tigard. Oregon 97223 PhoL E_ I T I 1 T- I— I I \�> YVTELI�> Fall 503-839-46.3673 503-639-4 Fart Oregon Cuntr Uc/ 34-13C L1HTINCj VERIFY with the Mechanical Drawings Oregon Supervisor Uc./ 30405 4' �.IJPFACE STFIP FIXTURE Mech , ni e g EIXTURLSCHEDULE (D Frohler Electric Co 0 c a Schedule-h _ d U e — These drorings arq the property or G- - --� 8 SURFACE STF'IP FIXTURE �� Frohler Electric Co and ore not to TYPE DESCRIPTION BALLAST V❑LTA�E LAMP be used or reproduced In any manner, [� �' '-.URF ACE MOI NT FIXTURE - _ el:h,�< prior written p/rnlSSlOn NO. Description Size Volts PH, Amps Circuit Chandelier 4' �UPFACE MQI_ NT FIXTURE p-- - 'A' Fro t-ess P-3487-33 NA 120':' (4) A100w IF - '-'� :,�IPFACE hl❑I_ NT RTU-1 Roof Top Unit 1 6 T❑N 208 3 36.1 MCA 1M1-12,24,16 Char-lelier -- -� FIXTURE .A1' Progress P-3496-33EB HPF _ 120`v (4) 26w FL RTU-2 Roof Top Unit 2 4 TON 208 3 24 MCA 2M1-23,25,27 Chan lelier I ) 2'X 2' F-IXTI JRE FIXTURE RTU-3 Roof Top Unit 3 4 TON 208 3 24 MCA 2M1-29,31,33 'A2' ProgHPF 120V (3) 26w PL ress P-3495-3"s RTU-4 Roof Top Unit 4 4 TON 208 3 24 MCA 2M1-35,37,39 B. Walt 'conce c - NA 120 �1) A100w IF -� 2'X 4' F-IXTURE RTU-5 Roof Top Unit 5 7.5 TON 208 3 39,2 MCA 2M1-24,26,28 — Progt ess P-717'-33 — — ---- RTU-6 Roof Top Unit 6 2 TON 208 3 18.8 MCA 2M1-30,32 R1• Wall Sconce HPF 120`:' (1) 2 2'X 4' EM FIXTURE C. PL ' 2' SURFACE EM FIXTURE Progress P-7176-33EB ,C, Recessed Down Light — Staff S5D6309-D1-6308P-C-9930 HPF 120 .' (1) 42w PL •D. Surface Strip-3ft-2 Tube _ Elect. 120 � c2>F❑2S/730 Lithonia C2 25 120 GEB 2' WALL MOUNT FIXTURE Surface Strip-aft-2 Tube 4' WALL MOUNT FIXTURE -- 'D1' Lithonio C2 32 120 GEB y Fleet 12 JV (2)F❑j2/730 •D2. Surface Strip-8ft-4 Tube Elect 1?OV (4)FO32/730 CEILING DRUM FIXTURE EF-1 Exhaust Fan 1 135W 120 1 Continuous Lithonio TC2 32 120 GEB -- �J Li Dht own WALL MOUNT FIXTURE EF-2 Exhaust an 2 81W 120 1 Continuous •E• Recessedg HPF 120v (2) 26w PL n Lithonia LF6 2/26DTT 120 F602A G B10 EF-3 Exhaust Fan 3 135W Continuous CEILING MOUNTED EXIT FIXTURE 'E1, Recessed Down Light NA 12ov 75w R30/FL ✓� _ EF-4 Exhaust Fan 4 113W 120 1 Continuous Lithonio L7 702AZ WALL MOUNTED EXIT FIXTUREEF-,i Exhaust Fan 5 120 See Lt Plans 'F' Lithoniae�3D 30IGown Light NA 120"v 75w R20/FL 0-4 EM EGRESS FIX'-URESurface Drum Z Exhaust Fan b W 0 ► "G' Progress P3481-33 NA 120'' (2) A60w IF F-7 -xhou t Fain 7 GOW 120 1 L—e-e---Ltd P I a n S , Chandelier W t Plans 'H' Pro ress P-4020-57 NA 120V (4) A60w IF ; See L EF-8 Exhaust Fan 8 81W 120 1 —g_ g Surface Pendant EF-9 Exhaust Fan 9 81W 12_0 1 See Lt PlanTo Be Determined Plans To --- 1201 --- • � C1 20 1 See Pains RR-1 Thru-Wall Fan 100W 1 C_J ,1,, Heat Light Brown-162 NA 1201.' 25OP40/IR \W 1/ T T _ H [�[_ - -- Wall Mount Bathrooth \`> —> [1 �_I T L E r "L� Progress P-3280-57 - NA 120 — (2) A60w IF 20 1 � ' Wail Mount Bathroom NA (4) A60w IF a P-3011-30 SINGLE POLE SWITCH F6 SINGLE DEVICE OUTLET - Progress _ � � C 2 DOIJBLE POLE SWITCH DUPLEX OUTLET - ,N, Surfoce Wrap 4ft-2 Tube Lithonio LB ? 32 120 GEB Elect 120 , (2'F❑32/730 0 �� t3 3-WAY SWITCH 0@ 1/2 SWITCHED OUTLET & 1/2 HOT(Switch Bottom) — - 0-4r 'N1' Surf ice Wrap 4ft-3 Tube Qtl yr Llthonia l_B3 3 32 120 GEB Elect 120v <3>F(J32/730 t� a 4-WAY SWITCH k� Q�JADPLEX OUTLET �, LJ � tr KEYED SWITI-H * GFCI OUTLET EL-1 Elevator # 1 20 HP 208 3 ICI-2,4,6 ,N20 ecessed Troffer Elect 120V (3)FO32/730 E-- Lithonia 2GT8 3 32 Al2 120 GEB rC DIMMEP SWITCH M@ S�ECIAL OUTLET EQ 1 Elev Rom AC 120 1 1C1-21 SWITCH W/PILOT LIGHT l-0 CLOCK OUTLET EQ IA Elev Poor, AC � 120 1 2M1-34 ® SINGLE FLOOR OUTLET SP-1 Elev Fit Sump 120 1 1C1-13 wP WEATHEPPP❑OF S v✓I1-CH ® DUPLEX FLOOR OUTLETExterior wall -- -- 44 ( I PHLITOCELL. SWIT''H L7 SPECIAL FLOOR CJIJTLET R To BE, Determined THERMOSTAT W'EATHF=R.PROOF OUTLET EV-1 Eva orutor Cooler 100w 120 1 K-8 — Exterior wall _ =� 'R1' HID 120' SO HP; � �7-- �n K?1 Wp Lithonio TWL SOS 120 LPI i MAU-I MAKE-UP AIR 1200W 208 3 - - � PUSHBUTTON �O SPECIAL OUTLET - 20ft Pole � 250 Watt Head Q Ireel M KF-1 Range Hood 120 1 K-10 •T• To Be Determined HID 120 .' 250 MH 0-+ •' KF--2 DW Exhaust Hood 200W 120 1 K-16 W T1 -Bollard HID 120\ l0O MH `J� To-Be Determined - U: 'T2' PTAC-1 Heat Pump 1 2080w 208 1 See Plans --- _ -- P PTAC-2 Heat Pump 2 3040w 208 1 See Plans U. Under Counter-2-1T NPF 120V (2)F20T12 I Progress P-7007- EXTERIOR LIGHTING CONTROL - pO Backup 'Xl' xit W/Batter NA 120V INCL. Lithonio-OMSW3GEL 7-2EM-29 EM-31 Photo Cell EM-23 EM-25 EM P-1 Pump 1 356W 120 1 2M1-42 WH-1 Water Heater 930W 120 1 2M1-36 WH-2— Water Heater 930W 120 1 2M1-38 I L> I WH-3 Water Heater 930W 120 1 2M1-40 Bypass Switch i Spore Parking & Walkway N Parking & Walkway F-1 Furnace r#1 1728W 12 0 1 2M1-17 Q Parking & Walkway F-2 Furnace ##2 912W 120 1 1M1-18 Parking & Walkway Building Ekterlor & Entry CU-1 Condenser 01 9000W 208 1 1M1-4,6 _ a CU-2 Condenser #2 4464W 208 1 1M1-8110 LIVING Ll%[T FAN & LIGHT CONTROL _ Heat Light I 2 Bathroom Fon w I I Vanity Light Pro)pr t Nunher, 60007 N Pritr NA Scalp 4/18/00 �r i Sheet 9355 SW McDonald Str ' BUP 200000206 71 of 73 1 PermitDrawing 4 . 4 r LEGIBILITY STRIP C., ,... oTOri cm 1 2 3 4 5 6 7 e 9 to 11 12 13 114 16 17 le 19 20 21 22 23 24 25 26 2-7 28 29 30 25X C DZI 1 1 O1 1d NONI g�tloov I ' 111J_1J1J1.I.I�.111.l_I.I1.lJ.!J�!X11.111J�Ja1aJ.1JJ11(liJ1l�I.la1J.11_WlJ 1�LlllJ�1.1J.11�Ill�lIIW1W1�11JTillllW�11�1�1�I�t11LJJ11L�J�l1WJ�i1111�iz . .. .. .. , .. ,. .. WtM•www.Hwy:w,...rw..n�Awv+.+vw,p!iW�.Wr+YM�n. 1 FRAHLER ELECTRIC CO. 11660 S. W. Greenburg Road Nard, Oregon 97223 Phone 503-639-4027 Fat 503--639--4673 Oregon Contr Uc/ 34-13C Oregon Supervisor L.rc# 3046S .•a GENERAL N��TE`� PLUMBING NOTES _ TKST APE GEARAL NCTT` BASET h TYPICAL COMSIWIKOON N ALL CASES Electric Co LOCAL CCUES MARE PRICbENT OAT, r4si wim AID if r5 TK EOOPIEMT SUMER TO PROVU AND PLASS UWYW 707 t0 N51ALL RtS JPAJTY OF ME 00*UA, NTRACIOW;TO FOLLOW SAD°ODES W[CMA1l CJS SNIT-OR Vk VE ON PRIMARY WS SPRY SERAK ALL GAS These drawings are the property of MffX9U6 9NWN AN FTHIN FACE J Qk=WU OR(l°CO 10 14AN II F(I OOWCTUN TO ETC PROTECTION SYSTEM Frohler Electric Co. Ond are not to MoUM Of ITOUGH-N Me(INTRLW OF WOUGH-IN To CLMRRUNME xCN ALL PPC SSUE GAS SYS1E3M5 PILIHIR SINAL fLfWDSH Al NS TAIi A be used or reproduced M any nonner, N(AA'N-N UNLESS OWNS[ W11111[1) (AT Obth" ismil PoEs&RE REa"tON I2}!IN GAS 51YPEY Log MTI« 1 ^NEE) without prior written pernlfflor FTTT Of THE[CUIPMNT LRE IN AWION TO THE NORMAL GAS RECAAAIOP 4RMWM E LIMIT K-1,3,5 MECHANICAL NOTES BLOW COIITRAC TOR SWl MAK[Kl RO"-WS A10 F!" CONNECTIONS M CO OMMAWI MTN LOCAL CODES AN!SMALL SfAKY SMUT-OFT VALVES WITH PERMANENT NAME TAGS NE WYK$^I CUB TO EACH 10VOUAL FANS 1W Q tor,ku lo'-d WOM1Y no AD1AC>;Mr BUILDIGS AK� Pl Of ti Q�I PaiCIDE TRAPS.IAA PCCES.AND Ll[ fERS ROAA SIRA Psi"" Ufa All NTAFI FROM MAAI-UP AWN W' MFD MVAC SrSTIW SIAL. it ._LAIRD PLLAMC CONTRACTOR SNALL FLOM AID WALL ALL SINK WASTE LINES -- - / '0-T1 Wam FROM Exiii"I FAN OUILL N FLUMBIMIC -_ [AL1 WFKNNF OCIOR W INVAII�S•r�PIER LOCAL COOES C FLALL OOR 99F5 6H-35 G RMQ WARD FRE CONIRTE 1L3111D)KARWALOrj 5TSTTM- LA M'PRM n 0n OL 24B RACY LOCAtIOS 4 MAf3I5 40 DERCIORS AS PER AiPLEI, 911ALL BE EWWM NYH A 3/4 GRAVE GR AS SIDIN _ — NSIAuAntN MMAlluk IQTOEN EWIPWNY CONIRACTGR SMALL^AIM9M FAUCETS At ETAN kOt U — K-7 �p FELRA NG COWRIALIGR SMALL WALL FAUCETS AS REOUKD � � 35' 42' L/► I E L E C TR I A L N 0 TE PLLUNG CONTRACTOR SMALL NSLUR DNAN LIES"Cil ICE BNS aw Tlltl-M tAtEM AS REQ1CD 1 GII —I KUNm CONnNCIOR SHkl.nINT9M Milo wv#" SIANLm stm GR EtfCYWICAL CONTP KP SMALL MME ALL ROUGH-105 AND FINAL CCWCTNNS CIQOE[5CUTOE011 MARS FOR ALL WARP LWS POETWATW CaLMTEr1 N T&OOft Na•M ALL LOCAL COW TVs AND WAti SRASKI K-14 I 25 t8 19 EUCYWAt DAIRACIOR SMALL SIFPIY ALL DISCIONNECtS,NTERLDCAS.AME, MLMW M 1l AN AL'(ISSWILL SUI-OFF VALVE N VEIL SLPRI K% i CONTACTORS AEOI 0 ON ALL EQADIOMT AS Al BY LOCAL CODES OR a Of EACT 40PUAVU N ACmVAMff WITH IK 'IMFOA iffawoCAL M, AS SPEOFI[D C10W 41PENDIX M CMAPIER 22 I ELICIMAL CONTRACTOR SMAC: 51^Y WWI$EQJeh[III CONTRACTOR INTIM N OIOER To MliUlI NITRf1JEMCE MM USAI J SPACE,KUL90 94ALL J ININTIEN 01111CATION FMA WWR'AMY(DIPANr Of VOLTACA AND FHAIE VWY Ra TNG Of LINES INRWGN F1XTLtCS WITH IOIO0[00lill Of POWIII AVMJAE TO RE PADNAG OOMIAACTOR 1 EUCWAAM Sula VEWY WITH OWNER ALL VOLTIM'S, AMP LOADS 00 OTVED KI#AN G CONTRACTOR SMALL YWY NTH OWNER REQAMOTS OF All 95' e SP[a1CAlYRNl ON ALL OOSIM:/OWI[A stA'PU[D EaAPIOMI 10 BE VSQ. costNG/01 o Simco["I" TD K L1�0 � U UICWCAL CONTRACTOR SNIT FUNNI M AND INSTALL SUNY TRP TEASERS, R1MMa CGNMACMP SMALL WRY SEPARATE GRAN FOR MAKE-W AW K-12 � 15 EM-37 CID11 C'FS,01 BRAYS FOR ALL ELECnV.4 cvCINIK EOLOWNT PROTECTED VAYUI% MY Ll[ WATER PAN DRAM SMALL BE REMOTE TO LOCAt10M BY IN aMYM SYSTEM AMU MMT nNAL CaWCI10M5 AS AE(1t1WED BY vum BY 000 --4 LOCAL CQIE M1A[WIR SNIT nleeyl AM WALL ('ICSSLWC REDUDIf VALVE AT J - EUCIM(4 cLA11RACTGR SMALL SIiRT SINTER ANO NRIICO LY[XMAu,,1 TO O9nW 90,QASS 11ASIER.SRAM M AND OTHER EOO'IOIf AS REUAM _ 17 181 - COIIROs•N MME-UP ANY LAIT AS REQITED BY LUCAL CODE 0.lwBII1 TO SUPPLY t INSTALL All,CODONSAR (HIAA 1165 FROM ILIONCAL(ONTRACTOR SMALL 00,1 AN)WSIAU KAT TAP[ON rREEOA REIMAROM LINTS AS AIQIW I . I ( N"1 OMAN LM[`,A'.PTUTAR rj *Il,'WT4 W/RUWAn01 OONTRACTOR � \ K-9 ANA rLaTl oRAtrs To BE SPlaxn AND LOl.ATEO eY onERs ^` r REF F�t� RATIC)N NOTES `�' ZL K-!0 L i 25 1-1/4" VC Conduit under slab. W[frNgRATIOI WNY11ACTOR SMALL BAR 100 AMSTAL1, THE F"LLC"K N ALL MCFKDAMN�'OMTRA('!OR SPALL Ill ALL RYAIJM-NS ANI FINAL 1 ) - $�-A a All Al !^1 Wkt-M REJItQRA"i+SRM; .Y(R/STRAINER,(Pill"VALVE.UMC UNE OWCr10N5 N CONFORMANCE'NTH ALL LOCAL CODES `✓' V�( STRAINER.ROUT MERWITWErER. AN'I CPANF CASE HEATEP �%AODMT1pN[ACR SYSTEM er/p 1R�Atso W.LOU SIT TNEREMfIAI TO Cul-IM At♦38-T AID ai-WI AT AW1 FOR • V L) I FIIINLL VlRAnOM�1E1UMNAI'NI W 9NCr10N IMM TCTWIC(11ATON r11E111R SMALL Wf-N AT .3'* AW,CUT-CUT AT -S-' I 33> 1'>MAIO COPPI r1PE 1% FOl IRANAW AND I LASS W/'SAVOS*BRAID ANTS V Irr'11fERAMT SKTVJN LIES ARE rRAPPtD. UY NEXT 9FALLIR LIID i pI� y� TI i0 10 A'.� lII11[[ypGFjM1T Q N Vpt1I�A�1'GR TION l7 LIE TRW MAN of�F�I(ARD. AS I '\ ► N. 1.� S',1101K'LK V( INAT4IET�A OF SUFn MI allkK � 9NT1 . GAS VQOdh FOR PWOD[W lJl R[ll1M 1'.SNN;EI POINT CONECTNNY I" ,INQUIV MEAKETE AUTOMATIC STARINN 5•fCP MOTOR F#ORLTOPM AID PAE.4AI UMAI SWITCH ANTI-� IPP( a I PP�RRpVV(CI{{ �WEAA LpV(RWNG �1 WOMB T.SOTIIMOa ru.lE A[FPIrI]RANI B�IMEFN CtiADr7R IA OR ANo oOMDfi(9NIC uMl°1 - 1-,%Kro Lot TITER a%W, INT YLAuNE r-• Y'91CMN FtVESSURI RIQAAr�F TRAP LR AIN llNC AT BOOR 9prFQI/pDNAN P01 CCM[ I() .MRMAL CrPANSNIW vkN ri.EVADORATGR Ml AS TbLAYO[I CON�AYMATXN -N 91k1 BE T'POPCIR/Y/Ll1D SO _ AllJ K-31 0 C� PR�NCIEITIS�, AMID VAN olo UNITS WWWD° w M AT`�WIDH��MXAffb _ AND ISCLARD aThr REDUNIOM(AS APMICABLL PER PRO.ECn RS �N1 _h K-27.:5) ►�-+N ^ Is N�1-'i �."'--�� Mme' SEI AF'LMrtanPRAM.ORAtNNDs rap A(1tTIT1OlAE ElECYIWCAI RI NIs O WITS WWCEONG CrIT(I..Yp S BOARD.i PER,�PENr) R...r ( ADL[ K-18 AID(Y7NIE)WENQ aIlE 1ST ITC AS APR1C (48� _ •�_ 4 K-18,20,22FW w 5? 4 -• 1 J �.� SUPPLIER [I[''CR PTION MANUFACTURER ELEGTRICAL PLUMBING GAS NOTES 121 _ MODEL NUMBER - -- _ �G LAJ ,,, LC _I a 2 ., Zz I K-28.28.30 3 3 [� (7-j _ 7 Q O a O - — _ -- '- � a O ,c a c� 3 - N•••n M _ off- M vqn 1.e __ ._ -r"=T �r - - -- - - -'- / S�S1�m le' N' IaXW Lawler0 55 r obove� � ore N~ �fro or, ;{ / US m e - - - —43_Q__a1f r I l 53 (may I 1 c - W CC oc N W , above F ` n er OR u er Tr Or - X - - - - - o --+ - ia COD-incl CIO K-14 - ua --- \ - a K-24 vanceJlco_ DI-2-1410 3uce ----- ' R s - 1Mt--24.28 "� IMI-20.22 n �- r - - -� >o" - a __ - _ - - _ _ Ker e u T_ l in e+d�onlr a Ore __ - --- _ r Duplex Outlet (DCO) \ �5a) 56 ug — Attachflu to IJn M3 - van C- u - - Single Outlet -- - - - -- � Savor -�W- _ _ T- u -- — a - - lua - \ � Troy W r 9 pal.�ely Ht'T� -- � �"' '�a->I '0"" L�° °°' _ '`- a r Floor Outlet _ _ z _ lrIF�TT� _ M Ont DCO - p1 Dish-UD IE, metal _ - -1 J ..M Heated ate I >r I o Kms - _ = 9= t— u a_ - - u o n er - Light Fixture Number --- - - - - � _ � � �- _ - _ -" O Junction Box an ra - - -- -__ L- — - — -- — e ® Special Plug -� *.• __w.__�—__�__ aro pckln at s OD _- 54 56 illd e '- - 18-6 H" Metal °° - c* Elec. Stub x1l d �"„4 erK a a� . it aR,W ° �-�� _ _ i - - -- - -- B - - 1 Switch -- R-�InIT- rat«�' _ aX - - - REMOTE CONDENSING UNITS 13 0 ov er °r roc a - -- _ POO- WOR erJo6son irmsto, 43 5.1a °r - n o i al n-TTF� _ - �N R�IJ� —� a -- h xeY Woo OD cT — K*" �etd - - _— 4 TAI 01 ass 8 �T __-�- 1 -1 _ � can I TPV a1�tvM'LTfeTol ----In h a1La-- Custom - - O u - MI annec oN _ - \ y WWI -TXnnec an --_—_.--__ -lox _._ a a ea Br ra a heater a UN t f2! - (� T Remo a Water om�resa 9 �- --reer d of a reed om esor - — - -- e}r -- Lot �_i t ro - recl�to--- -- ot elvin T etr0 - e ro — s w L O U C.-4 r-I z Profprt NuT k er 0)000 / 7 a ��111 u i ni n 1ocCd-,L -t-_/ ions kitchen 1/4""_ 1 , t, and with ` esupplier . SralP 4/18/00 ;Meet 9355 SW McDonald Str BUP 2000-00206 72 of 73 Permit Drawina �_� LEGIBILITY STRIP o 2 3 a 5 6 7 f11 Iq 11 12 13 14 IQ 17 18 I'9 20 21 22 23 24 25 26 27 28 29 3C at I I OI Q 4 V MONI ..! ,1,►��,1,d Nl N�, 11�,1,�IMWMIAI �'� , l�ltllJ �1�1a1�111�1>1w 1�1Ll�.ulll.IlL�i�I�I.LI�.�Ia1.�1�1�.11�ll�!, 1�1t111,�1t1 .�Ll�lal�lL i��1i1Ia_�jbI 1��.w.I �J�it11111L1�1 Oz r . M , (; ►A Iril ^7 FRAHLER FLEC'1'Itli' (70, 118601 S. A. Greenburg Road Tljird, Oregon 9722:1 NCPhone 503-639-4627 Fax 503-639-4673 u mel Ivl Panel IW2 Panel lEl Panel lE2 Panel !C1 Demand WL C•orol• D.b D•wnd per �C C.owp• Dab 1AVte • 3.6 per :p t ?4.337.• unit• 0 3vo per $p ft 6.92x.° G•mand per HEC Example D4b Demand per NEC E.onp• Dab Oregon Conti lic j 34-13C P AW (Ar uwts per urt 66.Oro).• ? Units a 3vo per S4 t • 24.723vo P D•wand per NEC Example Dob ARP crcwts per uii • Iv.000.• Units ! 3vo per Sa R . 7,500va r Supervisor llc•.� 304A8 i Neel • IOOx • 3•.ar,ave -- — Meat • l0•x . 17.400'0 t Appi Circutte ppeer liet • 63.000va 2 11Nt•0 M per Sy 4 • .,Novo Oregon SU Tatty VA • 14•.41)+• Total VA 42,32en Hest 0 loOX + i0.900vo Apel. Ctculta pr lilt • 12,000.4 L App.Circuits qr Wt 9A90va Va, ?20-3? �At, • 53 43(x+0 c Total VA • 140AMe Heat 0 look • 13,700'. __ Neat 0 IM • U,L40v (wwln w•• bm VUIt40 v L-L 208 V r- ►•r 220.32 144x) • 18.62t'o Volt pt L-L 2o 8 V LTS Per 210'72 137X) • S4.9GOvo Total VA• 37,••Dv -- Tobl VA • 94,7.•'0 apt • loo'.. /oltofjv 1. N 120 v LTS ca..,on Area accept • 100% - IR60.o 9 12 Voltage L L 2p g V LT Per 220-3t (4501 11.97Gva Volta t L-L V T Per 9201 3t (45X>• 11,lO5w a.•,o. weo r•rept • yro • I127'e Volta o L-N 0 V LTI common Area Rsc•pt. • t00% • 3,70avaVol120 & Volt e L-L 2 V LT;. PHAS 3 PHASE to LL V T Cocoon Area R•cept t look • J,7.0'a f98oI $ PHASE- 3 PHASE Volta$• L-N Vl1TS Common Area accept. 0 10Dx -)0,000' pg aa tot• vA • 64»x.• I AY(IUT- 4W VYE LAYOUT- {y yYt PHASE- 3 PHASE PHASE- 3 PHASE Cam,w,Area Recept. 0 50% .G77va Vol Ur L-N 120 VOLTS (C� Frahler Flectrlc C„ Total vA • 19,9.2.4 LAYOUT- 4W VYE PHASEL 3 PHASE total Ape Iry 1UUA MAIN LUG ONLY Total Amp• • 37 To.01 VA 50,740va LAYOUT- 4W WYE Gorgon Mt•Mech ! 100x • 27.17iva MOUNTING - FLUSH 125A MAIN LUG ONLY Toto( Amps • 167 225A MAIN LUG ONLY Tobi VA Itl,754vo 25X of the Largest Mechanical 3,371'0 LAYOUT- 4W WYE Those drowings are the properly of MOUNTING - FLUSH 125A MAIN LUG ONLY Total VA • 70A77vo Frohler Electric Co. and ore not to be used or re r Arps . 141 200A MAIN LUG ONLY without prior IinTTOM FEED BOTTOM FEED Mp NTING - FLUSH Total tops • 32 ��QN�EED LUSH Total MOUNTING - FLUSH O f p oducod In any manner, C1UNrE MLP SOURCE - PANEL IVU PANEL I EI. B TON EED SOURCE - PANEL IEl PANEL ICI BOTTOM FEED p or written permission. F'6 NE L IWI � PANEL 1 W2 SOURCE - Mop PANEL 1E2 SOURCE - MDP 3opA_freed-----_--- _ _ __ 100A Fera _ _ - -` - PHA^i_ -- 225A feed -_ 100A Feed _ 200A Fed _ - PHASE PHASE IPHASE — 4-"• lOAL _(� A k C K — 112 K ill} -Meat PJM g� / 04 lo.0 / 2 ub-Neat la>> ! roto 1 o u4«.°: ph C 2 -- - _ KR K i P,.,o (A) / 1040 _ 1040 _ / - P ( ) 2 II KMOe-Nest (W) 0/ 1520 1520 / 109-H"t P cD) C 90_4.31111 1040 __" __^_-__' 1 J 1 1520 __- 4 3 1040 1040 - - '--_..___ { 2 K votor IM/7 762 1 0 / R-Corr+cr, M•o I2 ---'----- --------- --- -• _ 3 --------- _-- 1520 1 --- - 4 3 t-Tr t�/R•c 20/ _ 1725 / It R•c 6 S llvpn L /Rec / 1765 76 0/ LWRw Lt /Rec 6 a It /Rec 0/1 1315 - 1 . 360 0/ R-prirki FO,i,t 4 7 _•.App. o/ 1- 20/ 7 20111%0 � 1500 - / It /Rec 6 5 LIvRn Lt /Rac 20/ 176 o/ _ IWRw Ltp/R•c 6 5 ------------ _ 71it 900 /1 R-Ca,wo, M•o �o 01 7 o/ 1. 15� 20/ l 7 20/11500 1300 20/ 7 ___-----_-- - g 0 /l5 or 9 / 1740 1700 0/ ! 9 / 1 1500 / 0 9 t 00 / L 0 9 / 0/ 10 9 0 600 / R-il ce tion IU II P•M 20/ 010 _ 010 20/ eh 12 11 Nth 20/1 el0 CIO 20/ 12 !1 th _ 20/1 via tllo 20/ th 12 11 20/l 9101 20/ 12 Il levator wt / 707 100 / R-Keds 1c' I3 tT--p-WA. Ar 20/ 10 P)ao Oi ( ) 14 13 Ndln Heat _ / 1700 _ ISW / NdRn WoR H 13 -M P 0/ 1040 1040 0/ --- 11 dtw Meat < 13 N 20/1 t5(V ! _NdRA Meat _11 13 [levator nt $ / 360 /1 R-wd. C4 MDF l: --- 104U 040 16 0/1 1020 1020 20/ Ndtn Lt /Rec 16 IS --- ----- --- 1040 040 --- ________ 16 15 Ndln 1.t0/R•c ?0/1 1020 IOtO NdRn Ltg/Rec 16 1 =:- .- - _.._--- ' IS Ndln It /Rec - 17 -_�t�/R•c 20/ 1325 325 0/ Lty/Rec IB I7 P / 1040 1040 0/ 18 17 Lt Mc 20/ - 1397 725 0/ Lt /R t 18 l7 110- •t cD_) / p ! 0 15 vc tar Rn. t 900 19 U_/ 1 lsa0 0/I eW -__ -_- 20 19 � -- 1040 1040 -- ---_-- 20 19 ! I5m 1700 U/ 20 19 -------- --- to - • /1R-0fik• 16 Demand per NEC Cxarp(e Dob 18 17 v t lin. t. 20/ 100 720 /I R-Corm+on Ar•a 18 Unit• ! 3vo per %. Ft. 57,283va _ 0 0 0/ - --- 0 19 1 r tux t 720 360 / R- 20 2 App. Circuits per Unit 144 0000 a 21 0/ Neo - i500 -- '0/1 22 21 Lta/Rec 20/1 Ill 1 0/1 w 22 2l / 1500 1700 0/l 22 r^l UvRn I• /Rec 20/ 365 U 20/ ----- e2 21 1 0/ l 360 /1 R_ 22 Heat ! 100% 939.980'0 Plo U/ n - 21 23 20/1 1700 0/ _ 24 23 Nth 0!t RIO 510 0/t lath 24 23 2' ► (or 20/ too 1260 0/I - 26 25 1�) 0/l sou _ 1700 20/1 AA 26 2S -1 t P c ) 20/ 1040 1040 0/ - 26 2S - 0 20/ R 26 _ 0/ 1300 0 20/ _ 24 23 c• __ / Total VA - 340,463vo 111 ----•---- 1040 0 U/' 2B 27 lath - 20!1 010 20/ 1300 0 !l ----- 26 23 ----- 1000 Cfom+onOArco RouptRI 100Y.• 10'000vo — -- _ •to 20/ 28 27 -- --- ,440 loo --- --•.-----_ _ 28 27 29 Lac ! Ua'7 1260 0/ R• M 30 29 - 0/ _ 1040 - - ---- 2011 slo 0 20/ __.__ 0 27 ----- pi -o p accept ! 50% • I0,242va Voltage L-L 208 VOLTS 1 _ 30 29 Lt /Ric 0/I 13t7 1323 / t /R 30 29 Ndtn Meet p/ _ 125% a 31 A / U/1 R_�ov _ 32 31 - _ --- 9040 _ 9040 --- ----_-_-- 32 71 _ 20/ tsW 1700 ! - A� 32 31 NdRn Lt /Rec 0! IOtO 1010 -- _-- - ----t--Rec Co p st�i a Nco1 a lookr.•.11 779x0 -N Volta 30 29----- 20/1 o 9520 1st 0/ w 3U PHASE L 3 PHAOSETS 73 20/1 Ingo 000 0/1 vA_ -s 34 33 Lt /R 20/1 112 13< / 31 33 -'- 32 31 -- - 20/ 0 U61.0" / 32 Corson Area Kitchen f 65Y. 17WOva LAYOUT- 4W WYE --•- _^SL_ ..-_-y _ 2019 IS00 1500. 0!I 31 20! 0 20/ 31 total VA 2BR.942va 3S th 20/1 010 1000 0/I ---_ ' Awl _ 33 R-Solon 20/ 100 ]iS ! _ 31 33_..__ -Washer 36 35_A _ 20!1 lsoo 9700 0/ 36 37 path 2011 slo Olo 2011 och 36 3S R- of - 20/t log 1 0/1 36 33----- 2011 !1 A 36 Total Anpf Ro3 t p 1200A MAIN LUG ONLY 37 Panel tot I•u7 9.010 le1TH, 3B 37 I7at0 905/7 �•n1•l 9E2 38 37 S all• 2011 0 700 0! 38 37 Panel KI us/7 014020/ N' 38 E 'J1i_ `-App1 201/1 9500 9700 0/ J 37 Panel 2C1 Issas3 10 39 -yT, n/I sto no ! 40 39-- ------ aueRFA_-- 42 41 Space p _ _ uu - ----- 10 3 R-Corridor 0/ 720 Ol0 I 40 LL$EUFT IDE-BOTTOM FEED -"'---"-'-- - •ass 0/ Boo. Neat {p SOURC - Local Utility _ MDP 126020/1 R-Common Arw 42 41 _____________ ---- ! -- --_-- 12 41 R-Corrr,m Arto 20/ : .'.'.. 14 p/ R-Corridor 42 11 ----___------ -'-- 9012 / Nd1n Ltg/Rec 42 __1.r,ZtQl Ph A _ W t t 69 20 7�n—tLl_ 61M Total Phase A Wo tts 19,200 Tot4l _Phasg—A tt a0 Total Phase A tt 15,620 _� l Prlase A act PHASE I !11 —�u1��1a5�.�—, v/a s ,T� Total Phn� R a 7 j _ a 0 7 �'- - �t S Totnl Phnsp � Q S CKN LOAD K LOAD_-�K_ Total W - —. �- X40 Total Phnom tat Phnom acts Watts 188.�94 _T tal_Wg is _ Watts 51.630 �_tal Watts a s 179,055 Total Watts _ Watts 43,240 _ To#al Wath acts 60 606 P 1 W 350/7 .,x Pan Pan.l K 2 �nnected Load _ _- _-Ar,g _��4 Conrr tc ed Llaad AMDS 14;� nn ted Load Amps 497 �onner_ted Load ArhQs 120 Connected�4 d 60, saal - _ a —._ Aus 3 ----- _ --•-- 5ia3 6U 1431 - - _ It 4 M••y 6 h?mond Load W,>tt ____t�. �7 — Ar,os--1l� Dertard Load Watts--19,882 Ar1�s--55 Demand Lood Watts--58,744—Ar)os--163 Demand Load Watts--18,756 Amos--52 Demand Load Watts--50,677 Anes--141 7 Panel IEI _ 11111/ 38111 400/3 Ponel IMI 9 ---- 3w - - - to \ W FE` Panel W2 --- _ - net ^ , D INdto ori• e, I•• • ft Aanel 201 1701 Hq7 1 'F' p.w•,w NECHrc � D.b Panel EI Panel 2E2 15 _ tmn Mal1Mn Panel [M 11 W M Units • 3. Nww per NEC [ a • D4b (mp 16 (' P Apel acui`b Poco 3rtlt••li3oo0�a APthl a per (iwt•.7i��o•ovoay. uN1v:i 7gv.'cc czar p• 4u f -- - - 11079 wet • Iooc t Cir-to per, S ft. 6A54vo Dmitsnd per NECpeC•e • 4b 17 - It%7 Unite 0 347• per S0. t • ILSt7v° Q IAVt■ 0 vw per Sy t. 2,92•vo O (•\ Nett 0 - 13,720'0 t App. C►ok - or Ilr4t . 73,000ve 2 App. Crcuit• r Iitt • 17,000ve Apel Cs-cmA4 per Unit • 6,000'0 a � � �-� Intel VA r1,146.• N1•t ! IOOX • 3x[,720'. t V•• x1?0 ,. a., Tobi VA • )e,n9ve Total VIA 39,�7400ve Total VA t1,NOva r � • )L•1on, VOItO t LL 2(� V❑❑LT$ P•r 9201-)2 '45".+ • 16,707'• PerTotOPO-32 42%43va32,442va Nett 0 IO- 6A2Wo LL 2pg p TS I,.w.. A,.. e•,•pt • I(wra !.»... VpltO$t L'IV 120 VITLTS [onm,m Areo r•ctpt • IOOx 4.G74va Volta e L-L 2 8 VOL Volta a L-L 200 V LMS Per 9901-32 usp • 17,7Qva Volta a L-L 0 VaaLTS' • Volt 1.-b i20 �0�7$ Total Phase A Watts 222 586 PHASE- L 120 VOLTS p Volta R L-N 120 VOLTS Common Area R•c• i 0 look 7190va PHASE 3 PHASE. y Votta�v L N 120 WITS Q LAYOUT- 4W WYE PHASE- 3 PHASE PHASE- 3 PHASE 1+ p T„t•I VA • I!.,'O r,• LAYOUT- 4W WYE PHASE- 3 PHASE PHASE- 3 PHASE Tot•i VA 20.9.1'. LAYOUT- 4W WYE 111 rot•, Ar p• 101 200A MAIN LUG ONLY Total Total VA 32,442'0 LAYOUT- 4V WYE TA{aL�1�52 R -- 5 LAYOUT- 4V WYE Total Phas l- tZ-- 182,,482 Amps SB 12SA MAIN LF ONLY Total Awga • 90 otos VA • 17.745vo 125A MAIN LUG ONLY Watts 611,814 _ MOUNTING - FLUSH MOUNTING - FLUSH 2000MOUNINGMAI LFLU ONLY Total Amp• {7 Tut•I VA 10.730va BOTTOM TEED BOTTOM FEED MOUNTING - FLUSH Total Arps • ez !?b5A MAIN LUG ONLY 10901 Watts BOT'iOM FEED BOTTOM FEED M'Sr - FLUSH ::- AN �_ 2W .OURF,f - PANEI- IWI PANEL 2W2 SOURCE - P'.AEL 2W1 PANEL 2EI SOURCE - PANEL 1E1 PANEL GE2 SOURCE - PANEL 2E1 BOTTOM FEED Connected Load AUfi 1,699 t—t _ _ PANEL 2 C I SOURCE - PANEL 1c! r ' 150A F red _ --- IOUA Ftea -- — F-” 130A Fved PHA E — PHASE � - 100A F°t Feta Demand Load Watts--2$8 942 Artns--803 � r.y P"•I R PHASE PHASE PHASE i�•I O F'N Kft �_ K KN ' 1 21_W04 }t tg&(A) 0/ 4 1040 0/ jd_Neat Pump <A) 2 1 917-woe P p1 / LK KN _oast ' 17 1720 0/ d16-Hoot P (D) 2 1 - t P < 0 R 1040 1040 0/ - t O C 2 CK 21}-Ne;a�<E) / 1520 IS20 ! 291-owe Pump<D) 2Kill ----- --• --- 1040 1040 --- --------- 1 3 --------- '-- 1520 1320 -•-- --------- 4 3 --------- --- 1040 010 -- --------- 4 - _--------- LOAD _ ___ .. --- - 3 --------- --- l5ta 1510 --- - N (A) 0/2 1040 1320 0 R 201 Neot P(..P (w C -------"- 1 3 --------- --- 1040 1'32 --- - -----' _5 t /R / II25 1725 ! t0/Rec 6 5 LWRn Lt�iR•t ! 1325 136 / LlvRn Lt /Ret 6 5 Lt ;Rec / I7t5 - 1 -� -_ _-__--_ / 00 / / _Ltp/Rec 6 5 Liven L /Rec 1367Ltvft / Appi. L 'Rec E s Lt /Ret 0/ I7t7 743 LWRn Ltp/Rec ,-----� 0 . __-� 7 / 1700 1300 / .- 0. 19 Appir 20/1 ISOO IS00 20/ A lam— 10 9 0/1 ISOO 9700 20/ ADq !0 _ / t I3o0 AL • / 1500 1'300 / l _ .) Aad. - , � -- _ -__stn 2011 0110 elo 20! to 12 11 h 20/l 993 elo / Ntn t2 1 ! 10 9 1300 1500 / 0 9 / Appt 0 i 3 - - - - 4th 2011 n0 BID / th 12 11 2011 no 090 / 12 p 1 Oto , a0 Nth 12 LOAD SUMMARY ,_ - L P ( , 0/ 10 1040 0/ j�-Heat Pura lA 11 13 NtlMn Meat 20/11500 1300 Decor" Neat 14 )- 20/ 1040 1 / l IS - 1010 1010 1040 0/ - E 14 13 Sedan Neat 0/ 1300 1500 NdRn Ment 11 !3 R raft 1900 /I NdRn Heat \•� '-- 16 15 NdR. Ltp/Rec 2011 IOtO _ IOtO 0/ Ndtn Ltq/Rec i6 1010 . 1010 -'- --_-_--- 16 1S NdAt Lt R•c 20/1 102 1020 0/ Bedlam L Rec 16 15 R-Crafts / 1020 Ndh+ Lim p// tc 16 -"' I1 lto/R / 13z� Il2S SajRr�--� le 7 0/ n. 9040 / �j IB t /R•• 2 1 1323 325 °1 t Rve 18 17 ! - oe c ) two / to 17 t CONNECTED D - 19 ADP 20/ t _ 1500 _ '0/ 20 19 L L R-Attk 18 _ -��_ 20/11000 1040 --- 20 --------- LOAD PER NEC ATR. 220 LORA 21 Apel 20%I 1500 1500 0/I 22 21 �-- -:-- _ 2D/ 1 1300 -0/1 20 Ig 31 HAND W J --- --------- Washer 0/ - 132 2 / Lt 1110C _ 22 ( ADP. 20/ 1500 1540 .0/ _ 22 2l UvRw It /Rec 0/ I9to. 1010' .20/1 Leo/Rec— '2 21 R- Cor / Ipep /!S a 22 eta - el0 0/ to 24 231 Sooc• ---- 20/1 0 lyep 0/ 24 D _ t3 Both 20/ slo 010 0/! 24 23 20/1 1900 20/ - 4 _ 0/ 217 M4•- Pun Mer 26 25 _____ 20/ o 1700 /1 26 5 - t P 20/ 1010 1720 0/ 2901-rNae (G) 26 23 23 space / - ��R 2 t m ) 20/ tN ro20 - Unit • 3 watts per Ft - 5 fl5va --- 27 _-- 1040 roto --- ------_ 28 27 ----- 2011 0 201 28 � 9040 9990 --- ------ -- 28 27 epi 29 �----- Living unit Heal • 100X =5139,160va 7 � J �� ~. r••1 _ 20/11300. 2o/ 010 aro - ¢ _ 29 L /Rec 20/1 1795 132 0/i LWRn Lt�Rrc 30 29 PIY-FNvt_Py.�p_�) / 1040 1040 / _ 3U ! - -___ 0/1 D 0 ----- 28 S - Lt /Rec 20/1 1797 17P• 0/ L1vRn L /Roe 30 29 Ndtm Hoot 20/ 1700 9040 30 29----- 20/i 0 _ J� 31 20/11sco isoo �0/I_ Aod 32 31 - -_- 1040 1040 --- ---_--- 32 / 1700 0 / _ 30 0/1 32 31 Na1tm Lt /Rec 20/ 000 1040 --- 32 31 ----- 20/1 o g / - _ 32 3 2011 1500 ro00 0/I Am( 34 33 Ltu`Rec_ /1 t I7L / 34 • 3 l 20/1 1900 0/1 31 33 s r• 2011 0 367 / 34 33----- 0/ 0 Or - - 34 H Unit Appliance circuits • 100X - 144, OOvm �+Living A 1 � - 0 ?5 M 2t/1 e11i - eta 0;1 36 3S �A pl-_ 2011 lsoo 1700 1 36 35 poen 2°/I no Olo 0/ Bath 36 33----- 20/ o lSoo / 36 33----- 201 0 37 Panty 2472 L 7 , _ 1700 0/1 NdTn Nesi 3e 37 pl 20/ 1500 t5W 0/t 36 .-- - Livi ` Unna r 220-32 = 04 9547 • 2sr - AA 52! 37 Panel 2c2 10017 9.140 . 1700 0/ Detain "*at 8 37 S ere 20/ 0 3 �' 11120 .0/1 birds Lt /Rec 40 39 _-- n Pe 0,4 a va - -i to 20/ sic sic / 40 39------------- __ 0/ 37----- F /1 --•-------•-- - t«er rz0 0/1 R-corridor 42 41 s re -- Molt /1 N•dtn Lt /Ret 40 39----- 20/ p / 40 39----- o/ 0 •.� - 38 Common Area Receptacles = 30,464va 20/l U 12 0/ P-Corm,on Area 12 41 -- O - - u•e1 0 0/1 S c• 42 41 ----- 0/ " 0 o/ Space 42 41 - --- p 42 Common Area Receptacles--lsl 10,000va • 100% I0,000ve M ►�1 3c • • Total Phasr- A _ Watts 34 880 Total Phase A Watts 17 6610 Total Phase A W tt 351380 Total Ph A W tt 18 !60 Total Phase A W ��q� Common Area Receptacles- 20,4A4va • fiOX = l0,242va _� .__- Total_ a 5 -- - t- Total Phasp-�_ �Trjt{s q — a — Gammon Area Li Tntnl L - Watts 4 - ntnl Phaco R s 1 � Total Phasp R ShUnb--30,120ve • 125% = 37,B50vr r_, !�- Total Phase Total Phac C n 5__A3,9 -Tc3tnl Phnc 4 Common Area Mechanical & Mlsc--111,779'0 • 100% = 111,779va Watts 95,27q_� io��attts -_--�-- Watts 47_78 ► rot(�_ Wntts atts 934 - _ $�__ Total Watts WattS 46,675 -;otnl Watts r Watts 21,140 Common Area Largest Mechanical--21,4A6ve • 25% = 5,971•• — __ted Load _ Amps 133 connected Load Antos 260 Connected Load Amps - _ Connected Load _ Arlps 21;5 Connt p 130 — Connected Load ArTos 59 Q --- -.+'.Q- _ Kitchen Loads--39,044va • 65% = 25,379va Demand load W t 7 ? -AIlpS_1Derlor I Load Watts--20.981 Ar•IDS--58 jDeriand Load Watts--32,442 Amps--90 _ Demand Load Watts--17,745 ArYPs=-49 Derland Load _ Watts--18.738 Ar,os--52 TOTAL DEMAND------------ -26A,042VA � PQ�l-k Panel !MI a 803 AMPS s - Panel Ml Panel EM 0•waM qr NEC C••np(e D46 M per NECE•• 1• D4b R•ceptor:les 0 100% • 3jollwa ^I limits a )v- per per ft 3.76)'0 � rp t APP Crc Its rxrr IAmt . 6.000va l7/t• f 3vt per Sp. ft. • 3,367va llgntlnp--70,120'0 f It7Y. w 77,i50vn 2 Apel Circuits per unit 6,000- THca•.,lx7uRhn.nt • 63h'. ?3.37Wo Volta a L e08 VOLTS most • loft. 9.000' Volta a L-L 2O0 vpLTS 1b.•ae 100Y. 9.000va Volta 1.-•L 208 V ``T Taal Am • x..I J Al L- L-N 1?_0 VOLTS Volta�e L-N 120 VOLTS Volta a L-L 2q0 VpLTg Volta L-N 20 V�T Tobi Amp. •1 PHASE- 3 PHASE K•chsnrnt • 1047% • 90307'. PHASE 3 PHASE PHASE�e L-N 12P AOLTS LAYOUT- 1V WYE Mt of the Largest Hechorkel 3,StOv LAYOUT- IW WYE Metaanmcal t 100% • se'ReNe PHASE- 3 PHASE nX of the Lergeot mocha kal 3,32'.0 LAYOUT- 4W WYE LAYOUT- 4W WYE 200A MAIN LUG ONLY Total VA 40,750va C' MOUNTING - FLUSH Total VA • 110.478va 400A MAIN LUG Drll_r Toyl VA • x1,996'° 400A MAIN LUG ONLY Total Amps • t17 SERVICE DI'TRIBUTI❑N RISER BOTTOM FEED Total caps 3or MOUNTING - Flush Total Ampt • toe MOUNTING - FLUSH MOUNTING L Surface BOTTOM FEED BOTTOM FEED ALL BREAKERS ARE TO BE 65K A1C.SERIES RATED PANE l F SCARCE PANEL MDP PANEL 1M1 SOURCE - MDP BOTTOM FEED _ PANEL 2MI SOURCE - Ponei lM1 PANEL EM I ---` SOURCE MDP/Generator A Ted_ .ODA Fved ICKV PHA',f_ c, A Feed-- - PHA�E PHASE PHASEPNL PNL PNL PNI_ PNL PNLi��gD fK K KR LOAD K K 2W2 2W1 2E2 2E1 2C1 2M; p aper• 0/1 0 o/I R-14th Room 2 14-Nest Pun CF) 1x0 1510 0/ 26-Hoot Pu (H) L-2nd Fir West HL 20 Soo --- --...- t 3 / 0 700 / Cu-I 4 3 0/ 1520 520 _ - 2 / / L- _ 2 5 5 .--•- _ --- 77t 300 --- --- -- p 5 ____ '__ -- 4 3 - fir Wit 20/ 1 1370 /!l•IiMr 4 v 0/1 l 70- 6 5 LWRn ltg/Ret: 20/ 1363 36 - /1 LWRn Ltg/Rtc 6 5 -2nd fir Center NL 20/ I1 000 L- 6 7 Slicor Oil 0/1 v R-Or ers 20/ NI4 232 0/ CU-t - 7 / 1500 1500 '0/I AEI.- L-tool nr Center 20/11464.... - L-Dtrw- 9 chi• _ o t 1 _ 0/lar-1 R _hood_ 0 9 rkv fompr•s.or 20/1 9900 t -- - to 9 2011 700 Ism 0! Aod0 9 l-tad Flr Eatt N_ 2011-11-1 110 / L-Pri Ditto _JL © ® 2nd Floor ll le - 20' 9•- lo• 20i Ere Supprelelon 12 11 c• 20/ 0 J 0/ RTU-1 12 Il Nth 20/1 510 Clio 20/ path 12 11 L-2nd Fir East 20/ 1 1215 O/IL-191 fir Vest ML 12 - 13 f41.Olir / U 000 20/IHcro■•w 11 13 - 20/ 0 332 -- - 14 12 0•db• Most ----- -••- I Sao C/lar t ofta ash Hood l6 - - __. / rorl0 1700 ,'0/ Perot. g/ 14 L-Lobby N l5 -- -- / _ p - - 13 20/ /1 L-1st Fir vert 14 NL PNL PNL PNL PNLTransPNL t --- i6 Ig NdRw Leg/R•e 20/ 1 t0 to Ndtw Lt Rec 16 15 L-'nd Fir S•e 20/ IKi 7 0/IL-let fill east ML 16 IW2 1W1 E2 lEl ICI K 1M1 SW EM ti '•ll - ! - _ x040 o/ mslwasr,•r �T I9 I7 ----- _ 20/l o n2 0/1 F-t I6 / 00ther is 17 19 -••-• _ p4 ___ _ 0 19 -____ - 20/1 0 1720 !0/ rreex•r fond 20 19 L a R-Attic 20/1673 17 r-a 20/ 7 1000 1200 /l lather Neattr 20 19 $ -r• 20/ 0 D 1610 667 /1l Etat tion L-10 nr car•wn 20 5 2 + -- _ 21 MIM.laA•s ! 770 52 --- ----- 2 21 ----- 20/ o t7 -- ----- 22 21 S r• 20/t o 900 0/ R-Sittihp Mock Rn 22 21 Ext,le control 20/ Moo 012 L[ntr 22 23-•-•- - - ,0p lfio o' eOWer 4 23----- 20/ u e10 ! ct01•r cormLL 24 23 Rt -t_ 0/ T04 0/ RTU-5 24 23�Fa>o�■e=rr 20/1 1 3a! L fntcmen 24 25 lues VNI 0/ 10011 - upn 0/trr•e7R 26 25-- -- 201 p ___ -- _ 040 -- 26 25---- --- 1701 _ --- r 2011 Irvolow, 26 27 Disposal / 240 - 910 0/ rrt•:er Cd 8 27 ----- 20/ 0 0 0/l S an 28 27-- - --- 20 - 470 --- ----- 28 27 L-Vt k■ty Reaar 20/1 SIS l 10 1T5 0/I L-Eievstovr Room 28 -- - 1 I 20. 240 0401 30 29•- - --- ____- 201 0 0 0/ 30 29 Rw-a _ ! 23 °! Rn_r 30 291-°arca a v°IN■• 2 / I 0 0! c• 3° 3l R-RMch•n 20/ 0 0/1 32 31 ----- --- 254. --- -- - 32 31 L-vlk■a a Sign - j - taoo o / sem• _ 32 31 20/1 0 - _ 32 Per the ]!4 utnity Meter 3 n 20 1 o_ 0 0/ 31 3 331- .- 20/1 0 0 /1- 31 33----- - --- _ ueRlt 7 ^1 1200 ! W-IA 34 3 Since 0 0/ - 34 20/1 _ _0 0 20/ - ,- J6 3 ----- 20/1 a 0 0/1---- 36 35 RTU-4 - 0/ 930 ! W"-t _ 36 3 R-KttChon 20/ 790 0 /1 36T- 3 37----- 20/1 0 r7ew 100/ Food Toru Lug. 38 37 --- QO - 3 970 _. / VH-2 8 37 R-Knd1•n 20/ 510 " 600 / FAS sten 8 I n o - - _o '0%I _ __ 10 3 ----- 20/t o 4 --- ----- 10 39----- _-- 11 - - !70 /1 -�- 10 3 R-at••M 20/ 100 300 0/ H11rse Coll System 40 I --- 0 0 20/1 42 11 •'- 42 41 Space 20/1 0 356 /1P-1 42 41 R-R•eepdcn 20/ 700 300 0/1i•i•phon• System 42 C - TQts -Plin&P -------.-- - _ W4.t$5 14,95 total Phase A — WIG 11 _ _Total Phase A Watts 27,205 t l A W 4 I 300A 2t7A 2PDA tooA IooA IsoA 50 KW 0 i T — Wit Phase Watts 12.9 1 --_-. -__Qa , _ - s 8,446 a t 4 4 _Toa 4�___ I Generator L - _W 75_t=� 1114 _— hast`L _ 34, 4TQ±CL 4 5 24 164 FAULT CURRENT \ i a --Illtsil 111Qt_ti_-- _ W(Zttk -2°-Qq4.-_ -IQia_W0,tt _ Watts 111,30 _ Total Watts at s 75. I C7 - -- 823 Total Watt- Wa s 33,220 Transformer Per PGE I 0 \ Amps 108_ Connected Load Ar1D5 309 Connected Load _Arius 211 Connected Load Argos 92 y TT�T 7 Per the UtNtt I -- -- I 65,000 AIC Rated - -- _- �t Der�anll Loyd_ watts_-25,379 Arps--71DerYon l Load Watts--110,478 Amp s--307 Demand Load Watts--74,996 AMDS--208 Demand Load Watts--40,750 Amos--113 Ground B1.a9 let Floor _ (1) 112' arbor Fa3ndstlon Grill, ■/(I) 04 cpr (2) 8 rt. Gnivsr4e•d Grd Pods-6 ff A s Q' Mala Distribution Ponel - tart •/ R4 cry n , Bond to Building Voter Supply L 7 120/208 Volt, 3 Phase, 4 Wire 1200 Am� -� Protect Number 1 6000 �I - 2-2' PVC Conduit w/4-2/0 THHN CU. 3 I-N4 CU, EA. Provide Conduit and Trench Per the PGE 0- 1-2-' PVC Conduit w/4-3/0 THNN CU. b 1-N4 CU, EA. Do tet NA (3- 2-2' PVC Conduit w/4-3/0 THHN Cil. R 1-114 Cu. EA 4113/00 $r_ole� `J- 2-2-' EMT Conduit w/4-3/0 THNN CU. 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