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16055 SW 108TH AVENUE-2 41 T> bb `S f t A('4sfh.,i1 r �'�� , A''r:•{r aV� �r�`�� •?, - a` p �:� 4 r�421q : M1 .� .. �f � , A4i, , k x; W r wsnr,. 1 . rdr f i7 FF fi ' 4' Yi. S. K' l - 01-TICE COPY Oak Tree Apartments o ISSUED 9116! 04 SW 108th Avenue & SW Durham Road , Tigard, Oregon 97224 CONTRACT DOCUMENTS Q h-- � - - --- FOR BUILDING PERMIT APPLICATION " Ossey Development Corporation and OT2 LLC nFlUt y11B TEAM =OETIGAW T'UALATIN VALLEY FIRE AND RESCUE PROJECT DESCNPT .N t��-�Rrr� Fire Marshal' Division Offices Telephone z503) 612-7000 1. PROJECT NAME OAK TREE It APARTMENTS I�SaIfUC� 1312w 9 81'1 Hall Blvu. Telephone (503) 639-4171 South Division Fox (S03) 612-7913 Q OWNER Tigard, Oregon 97223 Fax (503) 684-7297 7401 SW Washo Court 2. PROPOSAL 11 OT2 LLC Bnllding Inspectlo, Request !Joe Tek oboe (503) 639.4175 Tualatin, OR 97062 A.CONSTRUCTION OF A 108 MULTI-FAMILY APARTMENT DWELLING UNITS IN 5 BUILOMGS OF THREE STORES EACH. An Oregon Limited LiabilityCompany Building and MFax (503) 598-1950 Eric McMullen-Fire Marshal Planning Fax (503) 624.0752 B. DETACHED AND ATTACHED GARAGES 5437 Roselle Way, Sultsits1100 Telephone (503) 620.4373 Engineering Fox DETACHED CARPORTS Lake Onwi o, Oregon 97035 Fax (503) 620.1243 Building Inspectors Fox (503) 624-3681 CLMN WATER, SERVICES D. CLUBHCUSE AND MANAGEMENT OFFICE Contact: Richard B. posy Public Works Fax (503) 684-8840 2550 SW Hillsboro Highway Telephone (503) 681-3600 E. PARKING AND DRIVEWAY- Paul Franks Arch@scturris I�a� Hillsboro, Oregon 97123 Fax 63sc5vils 2YftAvenua NE PROPER EY rMVArpp Dick Bo ColinMacLerN 3. LOCATION Bellevue,Washmgtw9817013 1--L 41C)`3L Dick Bewersdorf, Manning Marlaperfekphorro (503) 63$•4171 A. PARCEL NOS.AVENUE 00700, 07000 01100. 01200. Carlo Properties Ltd. E-mail dick@ci.tigard.ccus Stat_-c:_[`.reetto B. SW 108TH AVENUE AND SW DURHAM ROAD, TKSA0.D. OREGON 97224 Teltrphona425.803.0782 633 N.W. 19th Avenue Telephone (503) 227.6501 Division of Stste Lands EmailFam pull 9 t Portland, Oregon 97209 Fox (503) 227.6525 Matt Scheldegger, Associate Manner Telephone (503) 639.4171 1600 State St. , Salem, OR 97310 4. JU0.1571CTION: Cm OF TIGARD Email peuHO4lntegreonRM. x1m Paul tabby E-mail plebby@carloproo.com Email matts@ci.tlgkrd.o.us Attn.: Bill Parks 6. COMPREHENSIVE PLAN DESIGNATION: MEDIUM HK>•4 DENSITY RESIDENTIAL �,r` I QFVELOfa Enpinaering Pollca Daeartmant Nonernergency telephone `'(7Q-�,LJ ,9 TI8aE4'_ S. LAND USE ZONE R-25 RESIDENTIAL OsseH Development Corporation Kim McMillen, Development Review Manager Telephone 503 639.4171 1312!, SW Hell 81vd. (503) 629-0111 { 5437 Rosalie W'ay, Sults 100 Telephone (503) 620.4373 Tigard, Oregon 97223 Emergency 911 6. SITE AkEAr�f{y�NE Lake Rosati, WRgon its 1 Fax (503) 620.1243 Mike White, Engineering Tech II Telephone 503.639,4171 GROSS SITE AREA 6.12 ACRES 266,729 S.F. y cell (503) 310.1433 Public Facilities Development Review and Inspection. E-mall mlkew@ci.tigard.oc us UT]LITIES NET DEyE6QPMENT SITE AREA 4.06 ACRES 176,823 S.F. �'RICIa.L B. OssAy, President E-melt richard.ossey@vedaon.net „ y� Chv y�'[Igard. Dept. flf Pulrllc Works teiept.xre (503) 639-4171 J .-�, \ L WE, Brien Blalock, Senior Plans Examiner Telephone 503.639.4171 7. DEN51',/1' /,..,V/ /-�// ��), WASHINGTON E-mail brlenb@ci.tlgard.a.us 8777 S.W. Bumham, Tigard, Oregon 97223 fax (503) 684.8840 108 MULT4FAMILY DWELLN8 UNR5 2266 ARCHITECT 9dlsteleome (503) 119 MAXIMUM ALLOWED DWELLING UNITS T� OF 00 Sue Ross, Permits Coordinator Telephone 503.639.4171 S.nkary Sower: Cnv of '[Lgard. DLnt=af PuWle W 634-4171 96 MINIMUM REQUIRED n 3 Paul Franks Architecture E-mail susenr@cl tigard.ocus 12600 SW Ash. Street, Tigard, Oregon 97223 fax (503) 684.8840 1 425 803-079'. B.PARKING 3805 - 108th Avenue NE, Suite 222 Telephone ( ) 6elievus, Washington 98004.7613 Fox (42 5.) 803-0934 Telephone (503) 639-4171 Ejeari , 180 MINIMUM REQUIRED PARKING SPACES Gary Lampt Ra, Building Official E-mailPortland General Electric PGE Work Request No. 346782 A92 PARKIN;)SP S �}♦ Paul Fren'<s, Fiincipal Architect Email paulf@Intapnonlhe.cpm -malgory@ci.tipara.ocus f' .: co cell (42 5) 785.8780 9480 SW BnOregon 970Road .,/,/, RI __ STRUCTURAL ENGINEER Albert Shields, Inspector II/Housing Inspector Telephone (503) 639-4171 Wilsonville, Oregon 97070 " ^"' NTMI ' ♦� WITHE-mail Albert@tl.tlperd.or.us APARTMENT BUILDINGS A, B,C, D AND E: TYPE V-1 HOUR WAUTOMATIC FIRE SPRINKLERS(9-3 Conlee Engineers, Inc. Jim Van Kloek, Project Manager telephone (503) 570.4407 STD) V 1308 SW Bertha Blvd. (503) 244-0579 Service Design and Construction fax (503) 570-4420 CLUBHOUSE BUILDING F; TYPE V-N /t♦ 1 Portland, Oregon 97219 Fax (503) 244-7023 Barbara Buller, Permit Technician Telephone (503) 634-41'71 g e-mail jim_vsnkleel@pgn.com DETACHED GARAGE BUILDING G; TYPE V-N [•i9/l '1'-71 E-mall barbara@cl.tigard.or.us CARPORTS TYPE V-N Doug Gannett; Project E^9!neer Email doup@cmbe.com ;wild WsrAe Disposal ander Dave Harr Englraer E-mail devld@conloe.com Cadsso Collins, Building Analyst E-mailTakipliho (50 3) 639-4171 • (503) 625-6177 , ' E-mail carlssa@ci.tlpard.or.us Pride Disposal Company telephone PERMIT APPL_1CATIONS & APPRQVALS � o P.O. Box 820 fax (SU3) 625-6179 SITE DESIGN REVIEW SDR2004-00007 SUBMITTAL DATE MAY 20, 2004 Q .n CIVIL .EC' WNW Debbie Adsmski, Permit Techniclon Telephone (503) 639-4171 Sherwood, OR 97140 W dl H Pacific debbie@cl.tigard.or.us 2. SITE DESIGN REVIEW SDR2004.00007 NOTICE OF COMPLETE SUBMITTAL JULY 6, 2004 � V M 5755 SW Barras Hoed, Sults 300 Telephone (503) 626.0455 Kelly Burris, Public Relations talephols (503) 625.6177 Ext. 102 ti G 975Portland, Oregon Rood, Fax (SG3) 526•i1175 Dianna Rowse, Permit Specialist/ Tidemark Adr Jnistrator Telephone (503) 639-4171 3. SRE DESIGN REVIEW SDR2004-00007 NOTICE OF TYRE It DECISION SEPT. 3, 2004 Post of8em talsphone (800) 275-8777 E-mail dianna@cLtigard.or.ua � c 4. SENSffNE LANDS REVIEW SLR2004-00014 NOTICE OF TYPE II DECISION SEPT. 3, 2004 - 3 Hal Keever, A.S.L.A. , Princ;pal-In-Charge E-mail hkeever@wllpeclNacom 1.2210 SW Main Street, Tigard, rt 97223 direct (503) 372.3660 Hap Watkins, Inspection $uparvlso Telephone (SCS) 639.4171 Attn.: Crelton Wlllls/Jim Stevnrt S. VARIANCE TO THE DESIGN STANDARDS REQUIRING THE FRONT FACADE AND MAIN ENTRY TO FACE THE co Brady L. Barry, P.E., Project Manager Email bbarry@whpacific.com E-mail nap@cl.tlgard.orms STREET ON ONE BUILDING FACING S.W. DURHAM ROAD(BUILDING E) direct (503) 372.3601 Telephone L T 8ararel TJlaolanna . CeVAR2004-00048 NOTICE OF TYPE It DECISION SEP . 3, 2004 Doug Pepprns!rr, P.E. E-nell dpeppnsier@whpaclfic.com Hurstlal Young, Senior Electrical Inspector Telephone (503) 639-4171 direct (503) 372.3623 E-mail hurshel@cltigard.cii 8840 SW Burnham - 2nd Floor, Tigard, OR 97223 S. ,DEVELOPMENT ADJUSTMENT TO JSE EXISTING TREES AS STREET TREES ALONG A PORTION OF S.W. DURHAM qqq+ Q.q1 � � Attnfilli .: Sue Sartin Beaverton, OR 97005 ROAD. VAR2004.00049 NOTICE OF TYPE II DECISION SEPT. 3, 2004 ` { ) !" E IRAKltteison alt Associates, Inc. Jeanne Tempe, Adminlst etive Specbllrt II E-mailTe4ephoa jeans 639.4171 mmcnh ions �a� C 610 SW Alder, 5UKe 700 Telephone (503) 228.5230 E-mail Jeanne@c39-4rd.or.us tis Wase-�- -� 7. DEVELOPMENT ADJUSTMENT TO ALLOW ARCHITECTURAL TRELLISES TO PROJECT INTO FRONT YARD �. ,_ y 4ZIi SW Oak, Rm. 95-14-15, Portland, OR 97204 SETBACK ALONG S.W. 108TH AVENUE Portland, Oregon 97205 Fax (503) 273-8 69Attm: Jackie Lollar VAR2004-00050 NOTICE OF TYPE II DECISION SEPT. 3,2004 Ken Schrelndl, Inspector Te'wphone (503) 639.4171 W Marc Butoree P.E., Principal Engineer E•moll mbutorecOldttelsor..eom E-mail ken@cl.tigard.or.us 8. 'LEAN WATER SERVICES SERVICE PROVIDER LETTER-FILE N0. 4336 ISSUED MAY 25, 2004 Sege:Onts, Associate Engklsar smte@klttelso r.com Cable Television rn Mark VanDonelen, Plans Examinar Telephone (503) 639.4171 TCI fable of TuaLstln Vallav Aa ^N SU&yfX -EB[ E-mail merkv@cl.tigerd.or.us 14200 SW Brigadoon CT, Beaverton, OR 97005 QKO A / /A1 C'DCCT ON, J Hickman &Asiiiodatas, Inc. 'r4lephloa (503) 697.6869 Ar.n.: 0aig Eyestone Ver LS,[•1ndd�.L/LpYAZI L. 1'705 Lee Strome+. Firm (503) 697-6960 Mike Shsahon, Senior Plumbing Telephone (503) 639.4171 a�3TRGJ�kJT IBAL Q..�1�.LLY-.L7L]E1L Lala Oswego, Oregon 97034 E-mail mikes@ci.tipard.or.us C p/�y/ ' �+ Natural Gas ®EF ' BES SU��ALS Gary Hickman E-mail hlckman@spirgone.coro Rick Bolen, Senior Building/ Mechanical Inspector Terephorick0 63elid.0 220bhorNW Second Cpj Gas Ave., Portland, -�� E-mailE-mall rick@cl.tlpvd.or.sae 226 NW Second Ave., Portland, OR 97209 Attn.: Scott Palmer 1. BPECNL INSPECTIONS REFER TO THE SPECIAL INSPECTION INFORMATION BLOCK LOCATED ON THE Tom P1oe:Mr, Inspector it Tekryrora (503) 639-4171 STP_CT 11�dD�CAPE_ �{{x. IH TECT URAL DRAWING 8101. COVER SHEET Kathleen Ellis Landscape Design 2. BPECUL C3BERVATION REFER TO THE SPECIAL INSPECTIOi,INFORMATION BLOCK LOCATED ON THE 9370 SW Grenrhurg Rata, Suite 321 Telephom (SO3) 328.0335 Si URAL DRAWING 9101. Tigard, Oreepo197223 Fax (503) 328-0335 - Sol „u-dr,.w�/M erten. 1- '�1+Iw , pi � � raA,p,��r a. DEFE�'RED 9ULM!;TTAL9 FOP.DESION-BUILD SYSTEMS .4 t !(R!1 - A. FRE-FABRICATED ROOF TRUSSES EN3INEERED DRAWINGS REOU,9ED V n` O�rtV r,T,,dd "aYln P' ( L B. PRE'ENGMEEREO CARPORTS;EWd INEERED DRAWINGS REQUIRED Kathleen Ellis, Principal E-mall kattlleevlllkalande^-apert10.1gn.tom °�1, ' r,.C� P"a" f � b, ,�• •�'i1 e�ee�bL. �'��e1�_4 `'f . I C. a iE SPRIN{(�ER 9'IJTEM8 ENGINEERED DRAWINGS REQUIRED �. 10 t {� ,i `4.p„r�inwW } 4 M1 v0-�, WAJ1M eVflTEA/-q;act ,ERUINEERED DR7.WIN09 REQUIRED Yl� lu �H(� L ENGINES$ w11:kro.if7R o. � Q°""a ~ E. B7nIANr E.ENGINEWIEDOFlAWIryrypp9REQUIRED S14f t �eoPsciflc Engineering inc. o wax s, c i I -'enW mal eti - eaatA. F. MB NQ UNgER SLAB PLUMBING, RISER pNOR NGINEERED pgAWINGS REQUIRED pVtS ✓•M b '•''+ "', N e lo.IlRa gam P�E"F, LINO EQUIfFC PL 4N CHFR 11.1.04 17700 SVv Uppe: flumes Farry Rood, +vita 100 To1wrio le (503) 598-9445 pr t'Ae ' - �_ "�_- Pfl' CONTACT TH N UTILITY NOTIFICAT ON CENTER �I a Portland, Jr A4, -4 sen. ... egx 97224-7 016 ` ardmKM/peatxwaicerq cool L �' .cat I - I , UNDERGROUND LINES. 503-246.6699 RO 800.33?-2344 rex 1503) 598-8705 r Q ! r FOR LOCATIN --`-- ,A, Scott Hardman, P.E. Principal Engineer ., ' y. lD{ I . srtll., 1 ' �/. Rei 11/5/x . 11 PM typ+�lyr r�I ' / 00 qfv1AIL/(. ;? �0 .3 cMJ 7(i� 7 ReNebnN CH[':K ' 7 : f,. FaFinarlan her , - • ,. poo o"T, / 1 8LQ1,4lGiSI AA Mww w.r, if �' .' a - IT.Y OF TIGA E) Pacific Habitat Services, Inc. P. a `"e APpra .n ..U.i401.N..(7..::. :: (3Jf?i 9450 SW Cc1rlmlerca Ckcb, Sole 180 Tekdcna (503) 570.0800 I ';�'ij"?-i ..4 RR �P-- (. . .r �. ^ondmceally roves... ADp r t ; �IMASRgR �' �. � A' ' G ( T�`�---'ll Far oMTMworkaedoomn e O 1 1 WllsorlvEBa, Oregon 97070 Fax (503) 570-0855 ,,, ��`' i �a ,;vr;' rw I! OP ■ en bele - _ PeRMiTNo Ald�d -- ,tT ala Scion Lt - � I' rnotoi p I - Bee Latter to: Foos v.............. . ... ..{ { Shawn Ewer a-mall ee@patlfkhabltat.cKRn + �P 5 ae ' 'r Arleen Job AdJieso JIA - D - ••ee-�//��aa' ,�}}5� ''rrtt'� Q111 y C , '4 M0r4dkVin. G >Wr� . .7-1 n.: 'i Ipm. A,.drTJI'l'e�� .a•/ " rotm NY Frmb _ i -- TeraaCn Associates, Inc. {'' ,v 4 (,RGtM+F4Lh i>f 4 ATa.IypgdFa `�� cl i 9M F• D _oboe iL 9f4SWMtviewCkcle Telephone (503) 697.1975 , ` '. 4r°F 2150AIDCo,f„rShootRFV O.ri ,h irt''l 1 i 9 Q!N111W.Or 11/$/041:41 oM uMOWAf(p, Oregon57034 Fax (503) 697-1976 r _ 1 _ U.I TeTfwxe Flannigan a-mall terly@tarapar!cpm 1 + Y" syt �,'ES.t4^�'' / ' 1 ! all . t�YBiiR_MD11CC£ ot- 1. V Sheet I 'IdC PLANS ARE 00PYR n1.tFC AHD ARE SUl1FCT TO C(7YRIOHT PROTECTION AS AN #a q.7� y�--, r �A!" :. e.ea °•cn.,"a,��e W� so _ �` "1�gg T.T__ •A1CHIMICTURAL WORK"UNDER SEC, 102 tN THE COPIRK04T ACT, 1 r U 4.0.AS AMENCt0 A � ■■ ] OtC1IMM 1M0 Aro KNOWN AS ARCHITECTURAL WORKS C MRIONT MIECTION ACT OF 1 M0. A f0 T)a M4=MON MG.UM NR 1a NUT I.lMrrED TO THE OVt .J.FORM AS WEU-Aa THE ARRAIJILMOU Ars!C'OMPONI-AN OF SPACES AND ELEMENTS OF TIRE of SM. UNDER SUCH �COFYr!fih[2004 1G ! /� tom' (� `. pporWri UNAUTMOISaD Use OF THEM PIANS,THE DESIGN M WHOLE OR PAINT CAN LEGALLY gaol Franks Arehkectun �I \ VlCINIIY MAP �1810NAL IV'EAP � RMI1LT IN MONETARY rpMPENSA,x1N TO PALL FRANKS ARgNTEC[UIIE. -.- St.le No Scala L I +, OFFICE COPY l 1 Assam aTBw 01f1 I I 1 �. I I , .F I i 1 n, I 1 �. i ee l0 I 1 1Y lit +A ' `, int 1 IS !R RU n. i22 a3 -4 :2B ' 2Ls ZT y k a�..._y..� .. ..a,.., _ __ . ..: .. .. ... Aft AW Po. 5 j " e ac; •'a tr- �-:•� I r V 7 r 1 idi , , +i 7 Oil At i r „ A i k a `HT1 ................. 400. u ems" 11Fre�anwan,m iRSiip�%71YdA�A ALS ° tF F x ., tl e ,' t V00W LLl , 9 a � I S-M 108th Avenue & SW Durham Roadl Tigard , Oregon 97224 =� + Ossey Development Corporation and OTT LLCA LIJ CONTRACT DOCUMENTS DRAWING INDEX _ A400 BUILDING PLANS & _F�LEVATIQNS _ LANDSC.APE --------- _ Revrsron Date S11e61 DIW --A L 1. .___. _LANDSCAPE PLANS �---- -_- U i No fel? Deecnptlorl 1 11/11/04 44 A401.1 BUIU:NNG A: SLAB PLAN 9/22/04 105 LI 0 SITE LANDSCAPE PLAN-PART A ARCHITECTURAL 1 11/11/04 45 A401.2 BUItLrN��A: 1st FLOOR PLAN & ROOF PLAN 9/22/04 106 L1.1 SITE LANDSCAPE FLAN-PART 8 � -- -• 9/22/u4 46 A401 .3 BU1!D+NG A: EXTERIOR ELEVATIONS � 7 r r .� COVER 9/2c/04 10, L1.2 LANDSCAPING DETAILS& LEC•. ND Q 1 i ' 5/04 1 t q COVER; DESIGN TEAM, PROJECT DESCRIPTION, VK, MA.P MIi lt>fI: _vY! STRUCTURAL .t 1 11. 2/04 2 /.t t DRAWING INDEX 1 11/7/04 47 A4102 1 BUILL1iN(1 B: SLAB FLAN �S1 00 STRUCTURAL NOTES, LEGENDS & SCHEDULE 11/5/04 3 Al 2 PROJECT STATISTICS, Site, parking and Building Stattslic_ 1 1 117/04 48 A402.2 BUILDING B: 1st FLUOR PLAN & ROOF PLAN 9/22/04 49 A-102.3 BUILU!NG B: EXTERIOP ELEVAT"NS 9/22/04 108 5101.1 NOTES, LEGENDS & SCHEDULES CS CODE SUMMARY - _._._. _ 9/22104 109 S1101.2 fl PICAL SHEAR DETAILS, NOTES & SCHEDULES t 11/5/04 4 CS-1.1 BUIL DING CODE GUMMARY -S ---- '---- ------�-- ,1 Paul Franks Archi;enure 9/14/04 4 CS-1.2 BUILDING CODE SUMMARY, THERMIAL PERFORMANCE REQUIREMENTS 1 1 1/7/04 ;: A403.1 BUILDING C: SLAB PLAN S4dQ STRi�CTURAL PLANS _ _ _ 3� loft A,brue NE CS-Z.1 I IRE Fl. CAL CULATIONS 1 11/10/04 51 A403.2 BUILDING C: 1 st FLOOR PLAN 9/?_?,/04 110 S401.1 BUILDING A FOUNDATION & ?.ND FLOOR FRAMING PLANS Surto 222 y 1 11/10/04 6 t'.p L 1 Bellevue, 'Nashmgta,9@0(',4-7813 1 11/10/04 7 CS-2.2 FIRE FLOW CALCULATIONS 1 11/7/04 S2 A403.3 BUILDING C: 2nd FLOOR PLAN 9/22/04 111 S401.2 BUILDING A 3RD FLOOR & ROOF FRAMING PLANS 1 11/10/04 8 CS-2.3 FIi;L rLI;W CALCULATIONS 1 11/7/04 53 A403.A BUILDING C. 3rd FLOOR PLAN 9/22/04 11?- S401.3 BUILDING B FOUNDATION & 2ND FLOOR FRAMING PLANS Tarlephane 42.5 803 0792 Sar¢425 803 0934 I @ 9/17/04 9 CS-3 BUILDING OCCUPANCY LOAD, LIGHT AND VE.fTILATION CALCULATIONS 1 1 1/7/04 54 A403.5 BUILDING C. ROOF PL AN 9/22/04 113 5401.a PUiL DING B 3RD FLOOR & ROOF FRAMING PLANS Email Paul14intagraonline wm � 9/16/04 10 CS-4 HANDICAP ACCESSIBILITY REQUIREMENTS 9/22/04 55 A403.6 BUILDING C: EXTERIOR FLEVATIONS 9/22/04 1 14 5401.5 BUILDING C FOUNDATION & 2ND FLOOR FRAMING PLANS 9/22/74 115 5401.6 BUILDING C 3RD FLOOR & ROOF FRAMING PLANS QQ SITE ��- 9/22/04 r 16 5401.7 60IL.DING D FOUNDATION & 2ND FLOOR FRAMING PLANS ,9 --• ----- --- 1 11/11/04 56 A404.1 BUILDING U: SLAB PLAN 9/22/04 117 S401.8 BUILDING D 3RD FLO')R & ROOF FRAMING PLANS �� 14 SUE J, kPRffAT_ KJANS 1 11/11/04 57 A404.2 BUILDING D. 1 st FLCOR PLAN 9/22/74 118 A01.9 BUILDING E FOINVDAT,'ON & 2ND FLOOR FRAMING FLANS 1 11/10/04 11 A,1011.1 SITE DEVELOPMENT PLAN-PART A t 11/11/04 tib A404.3 BUILDING D: 2nd FLOOR PIAN 9/22/04 119 5401.10 BUILDING E 3RD FLOOR & ROOF FRAMING PLANS E. FQANj 1 111/10/04 12 A101.2 SITE DEVELOPMENT PLAN-PART B 1 11/11/04 i9 A404.4 BUILDING 0: ROOF PLAN 9/22/04 120 S401.11 BUILDING FOUNDATION & ROOF FRAMING PLANS 1 111,11/04 60 A404.5 BUILDING U: EX ELEVATIONS i r --� 9/22. 04 121 5401.12 BUILDING C', GARAGE FO JNDATION & ROOF FRAMING PLANS 5[Tf DEM016111M - r vr� KELI_EVUE, $/20104 13 A102.1 SITE DEMOI_fTl'JN & fREE REMOVAL PLAN-PKRT A >,�__� WASHINGTON S300 STRUCTURAL DETAILS 8/19/04 14 A s 02.2. SITE DEMCL!T10N & TREE REMOVAL PLAN-PART B 1 11/7/04 61 A405.1 OUR DING E- Slab Plan, 1 st FLOOR PLAN - ---------- '}7r�, 2266 8/19/04 15 A102.3 TREE INVENTOhY, REMOVAL AND PROTECTION NOTES 1 11/11/04 67. A405.2 BUILDING F.: 2nd & 3rd FLOOR PLANS 9/2'2/04 122 5501.1 TYPICAL FOUNDATION DFAAILS 8,/19'04 16 A102.4 TREE PROTECTION KATE S 9/22/04 63 A405.3 BUILDING E: ROOF PLAN 9/22/04 17.3 S50,?.1 TYPICAL Fl.MR FRAMING DETAILS ' -OF (f 4 9/22./04 64 A405.4 BIjI,.f4NG E: EXTERIOR Ei EVATIONS 9/22/04 124 S50:3.1 TYPICAL. ROOF FRAMING DETAILS 9/22/04 12.5 S503.2 TYPICAL ROOF FRAMING DETAILS 1 11/10/04, 17 A103.1 SITE EMERGENCY ACCESS, FIRE HOSE & FIRE LANES-PART A BilluxW ,-f 9/22/04 18 A103.2 SITE EMERGENC't ACCESS, FIRE MUSE & FIRE LANES-PART 8 1 11/7/04 65 A406.1 BUILDING F: CLUBHOUSE SLAB PLAN CIVIL ENGINEERING _ Vj Kyr. 1 111/11/04 66 A406.2 BUILDING F: CI.UBHOUSE FLOOR PLAN PRIVATE ONSITE PLANS 21L_.Q TAU 1 10/20/04 126 C1.0 Cover Sheet 9/13104 19 A105.1 PARKING STANDARDS AND DETAILS S NOT INCLUI 6T A406.4 BUILDING F: CLUBHOUSE ELECTRICAL. PLAN 1 10/21/04 127 C2.0 Grading and Erosion Control Plan 1 11/5/04 20 A105.2 ARCHITECTURAL. SITE DETAILS; Sidewalks 1 11/7/04 G8 A406.5 BUILDING F: CLUBHOUSE ROOF PLAN 1 11/4/04 128 C3.0 Grading and Erosion Control Plan ° 4 1 11/1/04 21 A105.3 ARCHITECTURAL SITE DETAILS; Curbs 1 11/10/04 69 A406.6 BUILDING F: CLUBHOUSE BUILDING SECTIONS 8122/04 129 C4.0 Erosion Control Details & Notes 1 11/11/04 22 A105.4 ARC:HI TECTUI0L SITE DETAILS; Fenrintl 6, Garbage Enclosures 1 11/10/04 70 A406."/ BUILDING F: CLUBHOUSE EX TERIGR ELEVATIONS 1 10/21/04 130 Cz.O Storrn Drainage Plan `�r S,j, }_x, 9/22/04 23 A10S.5 ! AIL BOX SHELTERS 1 11/10104 71 A406.8 BUILDING F: CLUBHOUSE EX-FERIOR ELEVATIONS 1 10/21/04 131 C6.0 Storm Drainage Plan N J 11/1/04 24 AiOS,6 PEDESTRAIN BRIDGE 1 11/7/04 72_ A406.9 BUILDING F: SPA POOL PLAN AND DETAILS a 2 11/4/04 132 C7,0 Sanitary Sewer & Water Wan +gat t 111/7/04 73 A-1106.1 0 BUILDING F: SPA POOL- ROOF2 11/4/04 133 C8.0 Sanitary Sewer h Wat,r Phan _A_200 ARCHITECTURAL LEGEND" & SCHEDULES 8j. 2/04 134 C9.0 Utility Details TZ AULDING � t 11/10/04 25 A201 FLOOR PLAN NOTES, GRAPHIC' LEGEND, THERMAL INSULATION --� 8/30/04 135 C1 G.0 Utility Details 6 1 11/11/04 74 A407.1 C.AP.AUE FLOOr PIAN b ROOF PLAN r~ ;1/1/04 26 A202��1p WALL. ASSEMBLIES $/12/04 136 011.0 Ca?chba3in Start filter Details cz C\i � #� � , �'°' 9/20 04 27 A202,2 WALL ASSL•MBIL!ES 1 11/,1/04 7 i� A407.L C;AnAGE ELEVAI�)NS & BUILDING SECTIONS 8/30/04 137 C12.0 Precast Stormfilter Details 111/5/04 28 A203.1 FLOOR / CEiLING & ROOF ! CEILING ASSEMBLIES 2 1 114/04 138 C13.0 Wator Details --- m , �'��+�urrt Aa" a•d' 1 111/5/04 i.9 A204.1 E:LECTRK m. NOTES AND LEGENDS `� - --.----. ----- ? C I {i"' ? ;; �• , 1 11/5/04 76 A408 CARPORT B01f.DING PLANS 111/11/04 30 A204.2_, EXHAUST VENTING DETAILS00 S.W. 1 08th Avenue W + ` t 11/10/04 31 x205 DOM f4 WINDOW SCHEDULES FRONTAGE IMPROVEMENTS - 9/22104 32 A206. 1 FIRE STOP SYSTLMS A500 STAIRWAY PLANS & DETAILS ---- ---------- � �Qi ; -- -... _ -...--. .. n _.. _ _..� . ..,,-- _-_, . _ .__. ,..�..__ _ -___r _ - _,, .. . __ .,. _ . _ _ _ _ _ ,� ,! A "• fir' ,R' r � - i ' , 11 n YI 11, "I .�` r - I - ..., +,�`; Ei, r i rr, . �- .t a,.,:. r 11 . j' .., a , s,. u `. ... ., .•ai-�.. ♦ 4. it :,.... -:. �. , . 4 . a�' "r!, Y "e9 , ,, i*. `f e. .i. L. 1... I,. v ,W. .r ., ,.. .. �" ., a P. L A.. ,. s + S. + �, i _1...a) d > :...r _. t h { w v. 1 4 .. 4 r ... r�, s S ,, , . , i ,, 'r ,. 1 .- ,.- r. . .�,, 7_ ,t. a ,.. .,. ,,.. .. -,. '. w. ,..., ;.. ,:; i - .:.,, .:m. 5 .' :.. 'r 1' , .�fit.., . s. , _. : r :- .. S. ,, s r , 1.' k 4Y r,. _ d t.. N" a- r t I t .., � ),:' ... _i F ,:.. �. ,':. , ", .. ;. ',. ,- �: .... .. .� -.:..,. �.. ren. .. "1, 1, ,f, 11 §, r�� ., 1 r. .r. : .. _ a. -1 I r..,_ ... � , fin. F 1. _�..', �-t .. -: , r1 .,'�. , .: .' � , _ , y ..�,,. �,. e.�,.. ,. r ,. r' ,. f. ,r..:.. P 1 1. r �,g : -a! T t. t !- t 1 ..,.. ;. :S sa Sb .tAif A e r .,,a'..I .A !'_ , r y k'•. rC ,. b r.'. Y'� ,_r. s ::Cr..x:, a,:" /,F¢, ro 'IV7 .c'h: i a:.. t 'F,.I .' �•Pt 1 S -: X >,r2i:A'`,'` @ f �,'.oa 7f. .V1�-' • !^ ,�{ 11 , , 1 I r 1"':n '�'�.q i : ry i N a,Y;: �'- h t r ::"J : �.,, r"t,v, r , V 41 I € ; " - �. . I,, ' .. 1 sip 11: ,. F 'jy ,'. '. + 's'" �` ytY'' C L - i . r��1wr@)`..a;+' r - ..+..W.._..«,. ..,.,..,.a>..w,+�casw:...«.,.t1a.:..;.+::,sr..a,aa6,...rai a.a.c,. .1'. 1P ,.. ,:.- , .. ., , -,.. -.. .. �- - -.. C.m. .., -y�,, .. ., . r.i'.+....,..._,uw'.,Yn:a+...n...L.«r..:,l l...u"'a... _.. ISA'. '�" ,.°"ti !g18," , _ r .,,..� ., .. :;.,]i.rJal..�•..lP.,Xx-ou._.wnlc�iw�u.el,'.l.,tl.,taYYU:..d'u•Lur:.r,eJ- - =�- iii,aim,e,�J{i,M19YYgY'iGeY aaMdlwil:l.`d1.ie9YC'W,u:u`YSY 11111111111111111111 , ;,, :: r tx rite! + , , ..,. t �'", $tif,'+ r t Y,,-_ , �'�a .K •lir5 1 - 11 a Irl . ICTI S BUILDING I DWELLING UNIT SUMMARY .PLAN CHECK 11.2.04 SITE S1 AT C 3 f' �, '1 10 S Al NOT TO SCALE �. '�, -, s..-.._� --.,r' `, -,�'�` -✓'-.. --.�'^" -v, ,-`'Y�---'-,�'� -�"✓ -`v„-,I-.._',,V y,,',--,,,,,4(-.',z,--"..,,1,-141 ._.N��-'-N� -�---�� ; 1 __ _ _ _._...._-.• -._- i .11pRQJ G�' 3!7" t TAT•1�3T1�'! _..__.___r .__ ..___.... REII 1 _.__ - 1115/04 8:04 AM I� BUILDING} FLOOR AREA _ REVISED 1 _ .�._.��._ ___�__�__ `'�, '...",! � � ' `,, 1` ;,, �...-•�.�,,� -�. .-�,.. :- ma �, o Building Units 1 BD 1 BA 3t1 1 13A-I 2 6D 1 BA 2 tab 2 9A 3 BD 2 BA ___ TOTAL. FLOOR AREA - - -_ W +;a} h r" '- ,',1 - R. A I Y- 1 �_2 C D Stalrvves Dwelling Stmage Dark Pat to Gwage Electric: Air Space TOTAL 8 lidin f=loor Area � I-tt Gross:s sits 'z; s>.' i , `5 4 It __�-_ _�- _w,-_ _.,w.- _.M_ __ - __._,.,_-..-...�._ A� ----` -- - R Heated floor area !40 st 948 sf 939 of 1,034 sf ?,'168 at tet Floor Ind Floor 3rd Flow i �terior �n!/ deck tL t stvvisesr, BUILDIhf6 tat Flaor 2nd Floor 3rd Floor -� . . I n� � __ ._` d.12 nares 2f38,7:9 e t 10(l,r�'Yo T t f 4 r' EfeaRsd over Fire S Party wall FLOOR ARE: including including including D f, -il, rose is Ates, 1 Storage 3-t st 34 sf 34 »f 34 s 3 e p y '{ r 1Pia�.ri r Requirod Public 3trolti t Hlght-of-Wait N,.i', j,,, u� -0.20 ucxre -8,844 y t s 2 � Patio / Deck 60 st 80 of 80 of 80 of 80 of _ _ Fluor Area Rc atm f ire are do & stoirs deCK & stairs deck & Stairs •; �^ '"•'�+�E ii:•s° attl`IEl ATya Wells:1,j A?Yu l,f,ltlM ,tllh:l'lit(�i•Whjr' "�. !SCleB '20,OJ1 a.t. "/.5' ,' } ,*yet t = •;' 7? craso} 33.Ei412 rrt. 12 dw° A 18 6 3 __©_- 3 0 985 of 666 st ?99 st 16,0%3 sf 612 sf 960 sf 480 st 28 of 45 3f 20,148 7,058 if 6,723 of 6,356 of L It,° !,y ' serltttivb ALf•a steep ,'.-;,o >2r,L1}► ;n Mt, t" -0.B'i scree 27 531a a3.t. 10.3% 13 24 8� 8 8 Ei U 1,052 of 606 of 299 of t_1,975 sf 816 sf 1,280 sf 640 at 35 if 61 of 28,62.1 9,344 sf !3,923 of 8:557 of =' rleltivie Area Butter W s fff ;; � *t '� �_' "`�""`�O�`� 4,Og 17 � a.i. 88.3'6 C C4 10 3 f3 ,_ �'. 1,070 of 666 of 299 of 21,460 sf 816 if 1,[80 of 6'10 .rf 1,USq at 35 of 57 of 27,$72 10,391 sf 8,8,.6 of 8,125 sf w tv 4 et eve oprssertt 148 Ansa z ��t "W';,,N�il' �, Rater'to l;lsy "igertl chap 18 715.020 Detlnit}ori of nbt devloprntrr-' area D 18 12 �Q�.•� 3 1,0"!7 ^f 666 of ?.9y of 17,982 of b1 C of 960 of 480 of 76fi of 2y sf 50 of 22,667 t 8,533 if 7,361 sf 6,99"1 sf 1. I1- I1. �'A,X�; ��r1. Npt lhsvk rta�nf Attire Oroa�e lard araa�nilnue(w;Itnd w!•nl. rl'.a 100-ytoar tIm!plt�ln,(b)land or siupQe oxa�ding 25%, E 24 12 � 0 - _ 0 6 6 1,052 sf 666 of 299 of 22,105 at 816 of 1,280 3i 640 sf 2ti of 57 at 28,941 9,377 rf 8,9fi5 :f 8,598 sf � 'j, -l''s .. - a �;�}," (c)drdnags ways, (d) wetlands, !e) ail largo dedicated for pcobNc rights-of-way F CL�Ii3H0USE --___- 2,545 of 2,545 t 2,545 of 1 260 of 1 t6{} f 1 260 of GARAGE I 1 A `' 3 Allcywable Jenslt�r T A! 1 � i ?4 1 i 1 1 1 sf sf 1 4 of 1 2.14 of 7 f 7 :t 2 of 3 076 of 147 of 270 at i 7 7 f 48 51 of 40, st,� ar of t r } N� �,In Net DevMoptneint Elite Aron 1 76,03 -s '', From calcuiatwns abovo 100,0% 31.5% 22,2% $2.9% 19.4'% 10.2% _V TOTAL BUILDING FOOT PRINT 4G,4$2 o6xcludinp stairways and pada r4 ,,, a Min. S.F /Wil(R-25 Mod. Hlgh-D�iwiyl 1.4.80 m t per dwc,iling unll City of Tlga►d c�tap. 18.510.020(Q) t,� ',�,;� Mita. 11•►eHlrtg Unite Allo+we�1 1 1 fl man clw Ilia unite ih;r of Tigard ^►�a 18.715 tI20(Qt `. � w a.� ' E� ` fl g p ., _-/ / ` �`��' \ ./ �.r� �. / " t. ./ -� \_ ../��./�''�' a\..,/�--•-/�•.__,^-/�`_,��' ' /'`.,.- /t._ ✓� ••, -A " '-A r. ;" .,}x,a t o f max. 98 rain dwel,ln unite City of I,gaertf chap. 18,r15.Otti( .) � ..•..� Ii krdt ellrlitt t30`i o 9 �_,. Min Dwel n{. L e El��iLi�ING DIRE AREA SUMMARY /� p;/ < aria , PARKING SUMMARY PLAN CHECK ,,.2.04 I. V�"r�+ ° "Ir, Allowable Density Trenefer 1 ,r'" 26`16 tit;�°i+el!!ng uni',a thbi would nave been alk.wed !n Sersltivr+Area / __.__ - - -----�._ .-. 5 _� ._._.�___ ..� � ,h,f, ,":.', NUT-I 0 SCALE NOT TO SCALE . fir' ,-1'- '_ d , 'bositive Area 81,26i a.f. including wetland, eenettive+area arra"nslfiye area 1xrRer ,fi 3 v ,, Min. 9.F, /Unit(R 25 Masi. High C 'lily) 1,480 s I. per dwelling unit ,--%/ ~ '' �-- �/' - r fi , May.. Dwelllnr Unita Al{owed _" __� 55 maxlmurn dwe ling unite_ -i / V Y .�.�._..._....--.--- --t __ _ BlfiLt91NG FIRE AREAS REVISED t s r�` p �" � 259r meta. d_ rsnelty' ram 14_-_ dweiltng units for der►sit lenetsr _.___.I P��11�1��7i �U�I�I��Y REVISED �_ ._.-- f �.__ _-._-r--- � P'®til Frertk>rr ArCllite�cture `7 _ 288,726 r,f. - -- �_ Unit Ty►pe�.__..�_r�_ 11 bedroom 2 bedroom 3 bed room �I 1115104 1218 PM FIFE AREA 3805 iO tt, Avenue NE ,� osa s.to Area `';"}"t' `; Min. S.F. 1 Unit(I? 25 Med. High ternd'V! 1,480 s f, par dwelling unit No of Dwelling Unh* $9 � � � A� 1 1 10 N� � __ BUILDING S i AIRWAY GARAGE TOTAL S Arte z22 ,r , A �' �''a�'`rar .'' t F."ax. units allowed on Grose�lifl Arcres 180 rneocimajm dwelllr►p urtia& Rt+cl�ired Pslricirtg rig•:,, 1.25 1.50 t.75 158 I BUILDING A 1 st FLUOR fi,G83 sf 985 sf 7,068 sf �r �lav�a. Washington e90�4•,e i t ` k�� ,ff�A, , 12596 of max. �ri'Ee allowed Uri Grcr,�rc Site Area 2e5 +Tlatximurn dvrelNttg units }n�3uiyir)g density'transfer Visitor Parking 15%of totai 0.19 0.23 0 28 23 1 B UN IT S 2nd FL0OR 6,057 sf 666 sf 6,723 sf Total i�egt:trod parking ratio 1.44 1.73 2.01 180 Tslrarphort•4.5.803.0792 r "(f s `7`j t �- 14! Regulydti min. pariclrrg 48.9 108 ?2.1 1 3rd FLOOR 6(`57 st 7.99 sf 6 356 sf Fax 425.803.0934 PW rr ., , r;T •fa Allowable Dtrr"elllnp Unita Summary _,_-.._,__ ___._________ r TOTAL Bleu. t$ 196 sf 1,950 .^•f sf 20,146 " r,,, ' ikv-f. r Max. Dwelling Units Ahow•d t i la City of Tlgard chap. 18.715.020 (Di Total i?tnuirQU Mlnlrnum Perking 16q 1.88 per dwelling unit I L - j i f' ,'»` Density 1r.:,}�g' from Serisitiv8 Area* 14 .I- �.�._ - �. �. - '1 , L � ° REVISED 1 FIRE AREA � ,,0,-,�4',f5t , d, TC•TA:-ALLOWABLE DAIELL;NQ UN?9 1 3$ max'.mum dwelling units Standard Perking 9 x 18..► 38 19.8/° 0.35 par dwelling unit � ' 'I, *t f 9 6 Mlnlmu /°01 maximum density requireod Co act Perkin 8'x 18.5' 30 15.E°rA 0.28 per dwerling t.intt BUILDING STAIRWAY GARAGE TOTAL S `�Jph ` ,� , ;r�r MINIMUM DWELLIN UNITS 8096 ..�\ mp l9 � � n, �' `? a er t of y�arcl crap. 18.715.020( ')-Mlnimurn de�nalty , �' -� �.--•-" Handicap Arxeealbie 6 '3.1% 0.06 por dNslling unit /' i>31 iJ!LD I N G B 1st Fl_C10K t3,JG2 sf 1,052 sf 9,344 sf ,+ry tc y V K <Y �'i'� ."�. / � Y r iw,� 12 8.3'1° 0.11 per dwsi!ing unit Z 4 UN11"S 2nd FLOOR 8,257 sf 66c sf 8,923 sf ,� y Area %of Net Site Area CarptDrt 108 :15.2°� 0.98 r dweill, unit 3rd FLOOR 0 257 sf 299 sf 8 557 sf / rt°l 4 i" r' /'� 40,,x,32 H•t• 15.81°i° Tota! Proposed Parking tfl2 100.0% 1.78 per dwelling unit TGTAI.�l DG. 241807 of 2 017 sf sf 2 824 sf ,: ,. ,i c Bite Coveragrs 13uildln+7e (iraursd �1oc --- -- • • `4 AT,T;f R Patio6 ` 2,880 s.f 1 1?."✓0 _. _ t� BELL UE, ',i. 'I 11 �y,ta0.m , , Sldewa>ykrr { 18,007 +� f g 20°� ,� PARKING Standard pad -� Garage R TRL REVISED 1 ~ riKE AREA `1 ", ' WA HI ETON 'G' � 4.¢ :f ' j 7 J 8.1. 26.433°ty Spam no. $.0 x 18.5 8.0 x 18.5 9.0 x 18.5 - _ Paving BUILDING STAIP&AY GARAGE TOTAI- / 'l, wt��74 ,� ( Buialnt7® and irnparvioug 80°i� rTrx. 128,058 s.f. 4'9.82°0 1 8 8 BUILDING t„ 1st FLO(?K 9,:i?7 sf t,U70 st 1,050 sf 10,39! sr ' �� -P:.� • w r 2 /�'1 s.t. 7.78 2 4 UNITS 2nd F� -- .1- �r ;r';. 1 yWetlydncl f.. .,r+ k OIQ3 2 8 2 8 ' OOR B,t 9q sf 666 sf El,856 sf f _• p /:_ • 't V6U9tativa San%Itive Area Corrldor 33,692 s.f. 13.03�o 7 T 3rd FLOOL2 7 825 :f 299 sf 8 125 sf I � t' y 7(1,3013 s f 29.57% , LanrleUatr►;ittg �- � ._ - �, tY�i w' i'l u, I.andscspint} ro90 rnlnimum _ 130,02fl s.fs.f. 50.3tl% 5 5 1 8 TOTAL BLDG. 25 3a/ sf 2,035 sf 1 050 sf 27 372 sf 6 8 8 '� r + Not Site Arra 3rc>�mir,ut,right-of-wety 258,085 e.f. 100.00% 7 7 2 fl REVISED 1 FIRE AREA ; 1 8 BI;ILD{NG STAIRWAY GARAcaE TCITAL �` ? hpr �, � � �t " ;I 8 8 _ _._ (iE r "r�r t ,'��'g,t i' ' shared Outdoor Reareatton Arsre HFfer to Clty of Tigard chap. i8.3ff0.030(A)8 and 7 `� ��/._J fl ,r 7 BUILDING q 1st FLOOR 7,486 sf t,047 sf 766 sf 8,�,'-'3 3f q 1 9 P-Afp-y-".L,d v1 '',Y r 1 '1 Required usable uutdor recreation spas --- _ ! „ ,. i, f Urut TY ^_ Ousndt�� Rergulr"pc Aura Tot�11 /` 11 Q 8 1 8 UNITS ` FLOCIR 6,695 of 666 s! / 7,361 sf I _ ,�_ .._- 10 3rd FLOOrR 6 C„S sf 299 sf 6 991a sf � r 1 ,PLAN CHECK 71.2.04 1 8 2 8 TLITAL f3LUG. 20 875 sf 2 Ot 2 at 7_66 sf 22=7s � r.� k ' �., 186 1 8e 3�3 units 200 of 6,SC0 of r f �� F ,til ,." , 2 i 1 Bb (i3 !:nits 200 sf 12,600 if . 7 7 REVISED 1 FIRE AREA i' �' x 3 FY12 8a 1 1 units 30a :f 3,300 of 1.� 7 7 ------- CV M1" yrs¢"I �� 4 4 Bldg r rr �' '�` • 108 units Min. Re 'd Arse 22,700 of 1 7 j� 1'`1 Y I t� h( M�•).� r t 7 BUILDING STAIRWAY TOTAL . -. r 11 1 WM y :,a to 1 j t'f t ,, ti r tl n Ar 1 12 12 13JILf3ING E 1st FLOCK 8,' :1 P.t 1,052 sf 4,377 sf I C r yr �, ,+ , d .t ,j r )tuA►�i Outdg4 l�ilCrlta 2�.,. �..._.._,._,,._._....__._ w_... r �� 10 ,.�L , - I;,�,�", a Bf,rz►nles& fsafloe 8,640 tf 1 10 10 Z 4 UPJITS 2nd FLOJR 8,299 sf 666 sf 8x965 sf ..77 p�n "r! T,. , If 5 5 Garage G 3rd FLOC7R 8 299 sf 299 s*` 8 S98 of b Ct�r,li o+a®e Patio 845 og 1 3 T(JTAL BLDG. 24 924 If 2 017 sf sf 26 941 sf "� -E AMM1111111 CC N I~ ' t _ ,. A , �, t,2„, > Opet, ')ace no. 1 2,249 of 2 . 3 0 C fi : 11 ) t '�f+�• Q► �I IIp rtd. 2 4:0?8 sf 21 ..�""_' r :7 cr }'�Sa'' Open opeoe no. 3 &,217 of ? 5 51 FIRE AR�. `, 1 C C ,` ,k , .iii:Y+�l�e .rm�s�T�i�i:a....- BUILDING _ � < (j) (n � La. . /a0 00 L- *c ",ar �,f'M1 hµ . 145 of xcgeds rs 'd 'rP,UF 2 3 3 9 L'Idg D -... ... w r A t r •,, .r•. ,,t_ ,i+ Total prrrpnsc►d 23, q / BUILDING F 1st FLOOR 2,545 sf�� T 2 545 if .J >�i," � X1AI 1 �wr ,� rA. " ,',J �' 2 8 13 - 8 % FIRE AREA �. '� d L �,r r' t G ` v lx� �'01,1��t 1 +,p Martd�iloap Aawaaelbia fLMaellinQ %itnita • �� rr� 4 ' '"t> 1 �t I�c n , <, Nurrtbar of adp pZablo dwalling units required U8C 1106.1.10.2 L 1414 - 30 _ 6 12 192 1 w BUILDIN TOTALCL ''r „ "' t��l r ` , W,.'t , , Total Dtce!ilny Urrf',d I r>i.rtl C9•ourtd Floor '��"' t�; B I I N G 1st FLOOR 1 166 of of 1 266/� 1 a)% Q ca ' �� ' t,�ly r)�t",c?T ? a im,k 1.,. _ _ 7 /' t \ `_�.f iZ �- \ �.- •``..�`'•_•,J �+•_/ / Bay�t a'%� t � +•x- 108 36 777 ; r, J s ��,� For ails"wha.-a multiple, nonMevatnr bulidin9w,;r'e planned for a single site and where ix?rtlons of the site have G,ARE �lftT Pl1RK�NC S111MMA Y 9l�. W 4•',� 0 q %��,, M14� t;, grades prior to development wh"exceed 10%, the* Jlding o ficial may approv!the toli�owing mod.111cations: � Carport Parking Buliding � ""' Kv { yf, Y Builritn e r ;', , -? D rn..64 s' ` 'Y, Eire Arse 5.!92 af.-l'�18 1 V� - +.� �! C z, A-1 6 �4 } 1 .a" Y Sib Area with -d4,Ye{t�pm�erit radso iylbter than 10% 2.11 aaor" 36% R,-2 6 4'1) , r 'i'F t tr „ , , She Area with pm-devo4opment grades a 1 more filen 103: 3.81 rccxee 84^Me I y, k .11+ ;' , qtr," e +r A-3 6 972 M1 t+, wr' �i;;P. 1�; Tata{ground seer dwe~N�ny,.rnit! 39 n r ,+° r ".,'" ` ' + � Number of requ�rea1 pr-Jund flow HG linins 64% 2$ B- 1 6 977 �, �4�, ,,t i-^. ✓Z�O. '' �, 'a, �, t .enreefipt� �- --.,r - .,� ��,8i,,y6 -`��,.-ter ✓-- B-2 8 t 296 M �J1 f ". - \ �`�, B-� a 1296 I 1 No. of ascefnp�Cl graurt+A fi iiC Uni PiiIOPCi D a ,��c ,Y i 1 v ; ` A.� I. ,fin^�+a l 3w, t Vis: ..a, ,- .+, Y�r a l -t;i , 14EFT-R TO li MDltv'�t A GROUNn FLOOR WTg ARE NOT ON AN AOCESS119LE ROOM C-1 6 9 7 c DUE TO r-AISTINa ANP HNISH URADE 00NBTPLAJNTS THAT FERTRIC•r ACCESS `� C-2 6 972 ,i, C-3 6 972 0 ti �_„/--, -A,/I,-A, , ,_,.i`-f�,�_,,./•_A ,_,,'^ -�_�,^ -f C 4 6 9 7 e. 1111.jD- 1 8 129 {". D-2 6 972 ,y �J R f t.'j a ttat�=` , u D-3 4 648 PROJECT AL I L, "� ZONING CODE REQUIREMENTS F- 1 6 97? l,11�� E-2 to ;972 STATISTICS NOT TO SCALE E- 4 648 1 E- 4 6 y -�t .... ._,,..,�._..�_-... �.._.,.M.,..r.^-._..._..._,_..._w_ ,.,__...._...n�._. -- T��1�1 10� 171 4_ INN, It��l'�'� >" L/i, R-2 S Medium Hlg lI-Oer&*;�e dential District Cita/ of Tigard Chapter 1 .S 1 t:�.420.G ,t, r 2 M6NIMUM LOT AREA 1,480 s-f, per dewilfng unit City of Turd Chapter 18.51(; �J •G BUILDING CODES {` " 3 DENSITY ALLOWED / Rlr(�UIRED '! I Maximum Dwelling Units 1 19 City of Tigard chap. 18.715.0?0 (8) NOT TO SCALE s 4 a Manimurti q+,vt}ilinp Unita 96 City of Tlr�rd clC. 18,715.0 (C) D9tn_� 11/5/04 4:49 Pts �' 4 RIGHTS-017-WAY � .-____�. .�__�.�. pR I'11dG Itsvls-W „v . S.W. Durham 45 rt. 2S' exM .g plus 20` new R.O.W. chKkAdlon 11, t' -1- CODES ' PLAN CHECK 1 !.,I,(),' SW 109th Aweonim 29 ft, 20 ,.rstIog plus 9 new R.O.W. decllcatlon CODE DESCRIPTION EFFECTIVE DATE i ;: V [)urttem Road f SMi 1f1th AvRnue r orrver 35 ft, rf.�sfu9e R.O.W• regasired 1997 UNIFORM BUILDING CODE, VOL. 1-3 1>3/1/98 • 5 S,,TBA�t Its 1998 OREGON STRUCTURAL SPECIALTY CODE AMENDMENTS 10/1/98 , ,; ,' 2000 OREGON STRUC i�URAL. bPECiALTY CODE INTERIM AMENDMENTS ., -. Fmnt yard (S.W. 108th Avenue) 20 ft. miitlrnurn. City of T!Q*rd 'rs}bte 18,510.2 5rlti�t f a,K:inp Street �S,Enr. Durhertt Roel) 20 !t. minimum City of Tlcdtrr~� 'skate► 11#.51 X1.2 2000 OREGON PLUMBING SPECIALTY CODE 4/1/00 S � rrrca"vt.h 1990 GREG(*' FIRE CODE 1998 -� prrciperty line) 10 ft. rrinfrrium City of Tigard Tah1R 18.51 C.2 '��- S+t+'d 1tM.attift mrats r►a�trlctivs zane 80 ft minfrnttfn City of T'IDarcl TtnbIN 18.:�10.2 2002 OREGOtV ELE�TRICAL SPECIALI't'CODk 1(1/1/02 --- --�--- _- --__-. . . Rear ywrd (w•sxten, property Rns) 20 ft. minimum. City' of'Tigaard Table 18.510.2 Ri 94 �__ Franks _ • . ,. 6 SETRAMS FOR AC(T,SSORY STRUCTURES GwTals, carpo is w,W garbap ertckmy" ConV_ter File -_ -_' .11i Side sausFr Ip,fe S Pti minimum, City of Tisatd Ci�tp. 18.5 10.060.1,d I Aacx m9 PM y stn,wture arae! 1,000 &f. maximum city of'heard Chap. 18.510.060,I.a � 2350 Al 2 Project StaitllftlOC 0 7 MAXMW 81aJIl.OM P�EiW 45 f.. maximulm City' of Tigard Table 18.510.2 I i i „ • _• , ,., .. 11/5/ 44:4 d �Lin COVERAM 80% max, it,�i K*v bulkbw mid 1w;wvi An areas Chef of TlWd Table 18.510.2 Sheet 3 f,F I -� 11 I , I i iT,17FT�,. i " - � 9 M"MUM LANOSCAiI E REQUIREMENT 20% m1ollinum My of Tigard Tebie 18.510.2 11 1. '. 1. 1. '" , 0"', - - �. 1, � r , i � ,, I :1 I I � , . I �,� " � � � , , , I . , � - 1,� ,11j1r;,,, , I I . I I Al I", � . . ",r , I I ��" - - -1� 4 I 1� I , "--! , 0 � I - ;.,--:. � , � I , I , - i��,�:- ' ,-,� -,' , ' '; , ,i -Lr 1. - I. I �, . rI 1�, I I � � I 11 . 1 , I ------- - - � i °t,'? ,�-.; " -q -1 -i: "� "' 2004 a,� ,fig , k Paul FranMtectun I, * ,• .- .. •,! a. t §� Yi e,2T f eS';h td r; -.k1 4='+ 1 y " r .;i 1 '{ 1 :. r ::, r "P,�,�, , y1141 k ..,. ,t} a!, 'n'dPt 41..1 h ^yi,;;�^ A a„:.,.._r .�,.; r arRrY:.tl ,n) _ • :. „, „ ' {. _,._.._-___---.+-•..,..a..•�-..--.-*-•--•. c'--•-.P"-- ...,•,-..-..11, *t`vs%* - -», .....M, _._.__..,. - .:,1-v -•, __ W4•,:..-.,.IarD. .�.._ _. __.-. _._-_ _-. _.:-, ,..�I*- .Ria.r,.--:;..,� '15GYr¢:.ca'rY�S'oL.�.•:'S'le t;_.. _ --. _ .,..,.,._._.,_....._- " -- - - - - - - - -_,_......�.,..-...•,.,...•..._.. . .. - mq�. ,, � 'r^ i 7 : ff in 11, W NORM la e,r . :. � Afri9e1,T .W�FiR'A�.F•:�'.'i�fD.r .. ,• . . - .... WON s A,"fit{; - 4': a) ( o,rp R, R9�Itlt�t 1 /1�►irtrtrteert: (3uYtStr A: , L,U.+Midi k� B. Fire extinquishalz arca required, Vr ,arse all payrtlr,bnt Fi irrrrrinatinn sad. „_ lupe and a„r„ r � rimii lY,d1! ft i} 1 ype V-'i hour c:onstrucUo ll Rrlfer to `O1 Stairway Flicx vara tr, CODE SUMMKIli) Exterlox 8aaring Vtra9a: 1-hour(UBi,'fable S-A) b) leo j.1. 1-O tKtwid Prlvaxrlt J;w r: tc, 6) Ili) Extanfx NoerBaariisg Wails: 14lour (;Jet- ToWs 5-A) Typo V44 Fbv k8lilltlft COnstfuc'tlovt Fina EyUnquisher Size l Plaevniont I`JfwA Standar:a 1 !able 3-2.1 6 � MAU W% b) LJ Iwt 1 prwo ®�r�, M"r"t Sttucltut:rLL"ufn4�tr�t�ls. BuW t� k Prima l-1[tBs2ir� Light (Low) Hazard Light (t owl Huard - �'' ! !) Type V-N c.x�ttrucilurt O:,Cta3ancy Occupancy r N) Extaia' Bearing Ways: tfiour labs than i rt , i) E.ttw,lcx Bearing Walls: Nat-Fire rated, corrtburUWs m,atsttafs allowed k 1 i1wmlGnq& A_3 Assembly IJ-1 Parking (,arage �� , (UBC Tana 6-A) Min. rtt:ud sktplA �1) W A. Apart.meriS buiioMngs tivakgieted as tlulictinga p thrrwgh E hciudlnp attach rd Ncrc-rr.ad xdar►wtterrs(UBC TnWo 5 A, garages at t3uNdkipe C acrd D. IN) Exterior alert-13earirrp 'Na'tllR: 1-ha.�r lesat th+srr 3 ft., N) Interior gearing Walie: Non-Fire rated, combustible rrwtsrlais allowed flea e�rrnycatshar 2-A 2-A � B Jtt r.Kxk lncludrp;,Qriring, r►Jdtrwalkar, gracing, uUlltlara, sandscapktg and Nair- uted aisewwhere ('UBC Table 5-A) Max. floor area per unit of A 3QQ0 sf 1500 sf o (UBC -(able 6-A) c alta llphhnp Max. floor arse ser extinguistrer 11250 sf 11250 at G A. CM ooliti t 3 AstsioYiWy. r.3s.'bno" a 11111-p F) C' Garaprx t3uflctsnp Max. trawl distance to axt;n sshar 7S FT 75 F!' c) �'wAd !} Type V-i"J cfsrstructloxt ill) E,ot. Non-Bearing Wiolis: Nom-Fire rated, comoustlbrr �nateriols alloviod Floor *rem for � � +i D, ')ubhoose holicing I (UBC Tabic 6-A; E CarportsII) Extdriox Bearing Wells: 7-hour lost than 5-ft, 1-hour less than 20-ft. slxas and types of extinguishers 2A1 GBC; 6,000 s,f. 2A1 OBC; 3,000 s.f. U i (UBC Table 5-A) cftllost !fico 2k')-ft !v) 5truett.rrf Frame: NurvFira r.teri, i�anbuatlble materials allowed 4A1 CBC; 1125x) 3J. 4A WC; 6,000 s.f. Ili) �lvteiur Near-BaarN►q Wails. 'Z-ltuur iesr' than - , '-hour LJJ(UBC table ti-A) Nates: (UBC TitbBe ;;-A) (1) Occupancy hazard per NFPA Standard 10: 1.5 Classification of Hazards � cRrlt ry 1l,' ; 2. Mbkmm � Eiurtueritrx Ap�araartt lair v) ParNtkans psora„talent: Non-Fit a rated, combustible m.taints allowed R A. UBC 199 i, Oregon State Structural SVecraity �;ctds, 1490 ;rrdlUcm � (UBC T able 6-A) 5. Snl�ice i>ite!'tlort co erre Alarm Systa!ms NBC Table 1 U-A} + { � j ,• • , rr,a �r r;tabor 1, 1000. -.4)) Shaft enclonuras: Non-fin rated, ccarsbustlbltr rais allc,wed effective Ot) ,n,�r ftaietisG.e � a) � R. tannuwn i A,:tertrtnMgt: L6l>talidtrgge A, !y, C,U, and E) (UdC Table 6-A) peter olito ro 118C 310.8 and 71 1 !) Type a. (kegon StAte Plumbing Cade, 1996 edltlo:t State of Ae,jion Plumbang `,'-1 hour ccrrstru:tion _ a) C�ncre_TJr,,�+r 1JlpatssJuarnt (L1ltiir97nge A. B, C, b, a E) U ,. Code 1000 Edition, Etfacti,os aJaty April 1, 2000, Base on the 19yi II) OrAnir,Us. Not parmitted is a than 5-fi ,i_INC Table 5••A) cr F.dhtion cit ilia UPC. vii) h.;oetsr and roof-esllings. ►Jon-Fire rated, cornUustiti n�r,t rials allowed (UBC .i v6s 6•.A) no-•x-rated roofing (UBC TmIrAe S-A) I) 5r►loku Detection: l;f C 1()i17.2.9.1.3 NOT REQIiIltEU . xu, b) lire*U. alvwon ! Private Gra,lrga (Buldrtp C+) Proi;ased building does not have common areas or Interior corrinovs. ' 1 C. OrtiQat 5rtste Unlfawm Mechcnk:al Code, 199+6 edition. r;,�pa V N t(Wistru+_titxt i viY1 Ext+gllo► dv:xs 6: VVindvt^rt: Not pentilttsd less than a to property Il) Heat Detection: ufC 1007 2.9.1.4 not required •) Upenkrps: Not permitted lest then 3-ft. (LBC Table 5-A) line (UHC 50f,.J1 and Table S-A and 8-A) D. International MeoliinlcW Cade 1998 i Stets d Oregon 14195 Edition, .. Medntnlcal Specialty gads, Effectfw Dab October ? 199x3. Grow A., DMMW 9�,CkA*4%_%e: ( F) Ix) Ck eupaney Separations: R-1 and U-1 Occupan(y: 1 fir ;iia rated occupancyIII) Single-Station Smoke Detection: UFC 1 c?07.2 9.1.6 REQUIRED I^ all i) lypr V•N construction sepatlerlrn horizontal and wrtical r;Ornp4nclnt>r pxsrmittsd. (URC 302.1x, 307.2 dwelling units. Nut ptrmitted!ass thin 5-ft Not connected to tare alarm system E. atll�gprt State Electrical nixie, 1996 edtion. State of Orepat Elro.-2rlcal li) Openings: and twbao 3-0) oro 2000 Edltkxt, Effrex:ti„s ')at*Apel 1, 2000, Baso on the 1999 Frotecced less tharx 1n-ft. (UBC Table S-A) ae the NaU Edtdotn cnal Electricsd Cods. Iv) Fire Alarm System: UFC 1007.2.9.1.1 REQUIRED automatic p�Ul Fr�nkrN AtchltietUfe c) �$- .3 - 4 fire alarm 3805 109th Avenge NE Wits 222 l� y `I 1lPAbi�.l...W_tTA Ty"V-N Corwi -tb;rn Exception 2, a manual Alarm is not required 6elevue Washington 98CK)4•7e13 Fh, F. UFC 1997, Oregon Urntcrm Fire Cade • 41 SS[laGturia L:arrtna,teuli Bnqu!rlsd B jkWmad Ewa t3ar►n>x v) Manua+ Fire A,iarm Boxes: UFC 1007.2.9.1.2 NOT RFQUIREC for Telephone 425.803.0792 G. 1988 Fair Iiruting Act (aQplicable to claveliiny;rt and all corrxrresn areas) interior corridors having smoke detectors per UFC 1' I) Exterior Bearing Walla: Next Flra rated, T:ornbuNP•ible materials allowed Frau 425 x303 0934 H. Oregon Dapart-nent of Trans ~tion Disabled Darkin, ,tardards, a) airovp Py Dtditson 1 A;aestrrtwnt(W'dngs A, b, C,b, and E) (UBC Table 6-A) 1007. .9.1, Dscen*Av 206; b) Gmfjp U, Dtdulm 1 PrIvatU Ge..,%w(Buk*V G) c) Group'A, DVWM 3 A,asSwnWy,C (bulkkV F) Y) Interior Bearing Walb. Non-Fire rated, currrbustible ma.rtr•Ia4; : „,Neid vi) Fire Sprinkler System: UBC 904.2.9,fre UFC 902 REQUIRED for fire How ---- --- (UBC Table B-Q) reduction to meet availabbleleTaflow. Install per UDC Std. �3 Z. fl�enry lead.Fe,�tec:AlfHC_.x,61a_1S� � 2 exits where NI) Ext. Non-Bearing Walls. Non-Fire rated, cornbustibis materials allowed Orugon, aryiended UBC Std, 9-3, Oregoxr amended NEPA Std 13R, 1994 edition, } , Inst.rllattioc) of Sprinkler System in Group R Occupancy, 4 stories or less. � 1. Gonoetl� Occupancy 113e S.F, I occ. iced is (JiJC Tatblr 6-A) E. F nm adult iv) Structural Frame: Noir-Fire rated, corMwstlbls materials allowed vil) Fire Sprinkler Flow Alarm: UBC 904.3.1 REQUIRED • supervised where Graig`R, IJlvl4w 1 Apentneret, 3-•eGorlse(LAj0tW Al, B, 1 Grrnr R Div. 1 rtmrrrt A artrnents 200 10 (2,000 s.f.) (USC Tabor. b A more than 100 sprinkler hoods a �3:ll.E UE, e S, T G 0, WA E) e, p �a q ( � :10 � k i , b) Croup U, Division 1 Private Garage Garage, parkin~ 7.00 30 (5,000 s.f.) � WASHINGTON � . I} Type V-1-hour firs rated with outo.�rr„dUc fire xpriniders (UBC Std. 9-3) will) Stand Pr stern: UFC Table 10 A NOl REQUIRED n s; ) Flre s nkiers 9„'g ray l;ed to reduce d7o required fire flow to lest than the c) amp A, (Xv, 3 Asswnbl,/ lounges 15 50 (750 s.f.) v) Paititlals-oarNon-firet rated, combustibra materials allowed Po' y Q �7J, 2266 11 pr! pu qt it 1BC Table 6-r',) $ evaUrtAe h:os flow. 3„ acuWratrey Loatd!by fSam and D=4,ncy IGnow(tc: b) X11.Q>h--1 Bcbrsra FstidnD��r (�V G) '06� OF VI) ::nal; errcioguras: Non-Fire rated, romb.rsUbld materiels Allrrrvttd x b) G►oup U. (Nvielor-r, .I "Y'Ito Pettaittg (BulMleV Gr) Refer ro buIIrJng plans for specific c.aicuiatior• of occupxn�,� iorao9ing. (UBC ,able B-A} Rater also to UBC 303.6 and 71 1 I i Smoke Detection UFC ;1)07.2.1 1 No requir'sments 0 Type V-N (UBC Table 5 fi rind 312) 4. TAW 0L"d hay tpaLstipup ncy rY� a, , ; .�alAl) Roots and roof-c:ellln;)s: ^Jun-Fire rated, combustible materials allo�.�ac! (UBC Table 11 Haat Detection: ;)FC 1 Q0 .2.11 No requirements C) agog AA, Mahon 3 AsQertrbl)►, (Xillo totwrr(BuilldIn j F) Refer to building plans for specific calculation of occupancy loading. I) Type V-N (URC Table S-@) 6-A,) (;lcxs Croofing (IJDC Table 15-A) NI) aingie-Station Smoke Detection: UFC 1007.2.1 1 No requirements SE MN «�J�� ,. ,,~T11l� �f�,(� �„F.� ) Exterior d xxs ."r Windows: Not permitted less than 5 k o rmorty Ilea 2. rleai�;�nr1.ISarl t: T§ NN F;r 3 and Table 5-A and 6-A) p p I' 1 Fire Alarm System. UFC, 1007.2,1 1 No requirements (UBC 60. 1. Ftdrt.l0ertar>w.tSas nldltp.lbr.}xstpt�lx•ildlr�t-�t d'iduDr R, DhxMiitt!rn 1 A�etr^,n1reM (ISt,lio�pe A, (3, C, D. And E) ' v) Manua! Fire Alsrrn Boras: UFC 1007.2.1 1 No requirements r 1) 3 stfarlee SECT U VEEIU1LJ21NG MN6 A) Fire Sprinkler System: No requirements *K 1 Y) Lane then 50 fire( height (.;BC. Table .5-B) a) Gmal�R.l7btLrktu 1_Apertrnari� (SuNdk>gal A, 8,g, D, and " 'typic V1-itotx�t 1. E>�noed>iadln att�snctrn or.msa: c) Quo A.M.3 Armrnbhj (LAft F) i b) ftp U, [11vWaro 1 Prlvretet Gariligoi(Vktlkilrng(;) Structural.Component Requlrnd.& Prasad Fire Rating 1) Smoke Datectlo c: UFC 1007.2.4.2 No requirements n7 M a !1 1 stor/ ti Room or Area Occupancy LoadExlt Wid O �{•,Fryt 11BC Table ?0-A (UBC Table 10-6) (UBC Table 10-A) Exterior Bearing Wells: 1-hr. Fire itatl, combsastible materials illcwvrd } N) Heat :letaeticxr. UFC 10G7.2.9.1.4 not required ' c1 roup Fw D vilalon 3 AA wYNy, 11L�3tatilia(9ra"J*V F) ) Req,d___ E3multCt._--._ t . � (UBC Table ii••A + st xxf 36' width Ill) Fire Alarm System: UFC 1007.2.1.1 REQ IRLD automatic fine alarm r �, ¢ a 1;1 11) Interior Bearing Wails: 1;tr.fire rated, combustible materiais ailowed a) Ind,64 •.r•sl Dweilin Units u to 9 occupant; 3" widthC r"d ii Leser ynart 40 forst hied i5: WE Tr"ale s H) q pCZ �1 1 exit 1 exit rx -' "� r, 1 � (EJBC Tabke 6-A) Iv) Manual Fire Alarm Boxes: UFC 1007.2.1 not required ALAN CHECK 1 1 ;' r► t .- 0 to *mate A&UTIAS Eiu11iOV-%1111114011,orad U Ill) Ext. Ncn-Bearing Wolits: 1--hr. Fire Rated, c(xr+tbustlble rrratettials. allowed 2. 1iudesam UgvW fktt wao to mft wuvW 'in ertch anti►or au1w - I b) groW F, Dlioola4 rz I Apartment (J�raNdingsrx A. B, C, D,and L) (IJBC Table 6-A) v) Firs Sprhtkler S;rsterrt: UFC 1003 .3 not required ? I) 3-vtaris s (UBS.' Table 5-6) Room or Area 'Max. Tri• el Distance to exit ' N) 50-flet mexinxjm height (UHC fable 5-91 Iv) Strur:t,val Frame: +•hour Flro, Ruted, combustible moteriais allowed r vi) Fire Sprinkler Flaw Alarm: UFI tU(�3.2 3 rot raquirad f -- ^ i Max.Allowed .'raAoaad _- UBC Ref erance .LM �G (UBC I rblas 6-A) b) tr�g31r�U, IJAAek>Irt 1 Ft4triit+a vii) Stand Pipe S�stam: UF.: '003.2.3 not required C "a i G i ry G), a) Peik±nrj Garet;« %'00' in fire next sprinklered bldg. lase than IFO' UBC 1004.2.S.c.1 uteri rrnanent: 1-hr.fire rated, combustible rneterriAhs allowed i Units ' In fi-a ss rinklereid bldg. less than 250' UBC 1004.2-S.2.2 x e 1 1 sur Ut3:. 312.c.1 v Fart s b A!! Dwelling Un t 250 p 17 , " i-'O�C�UPAP�Y ti�`f9� �t��EM�T� (UBC Tsrble 6-A) c) Gut:ncwsa 200 In lire nor-sprinkiarod blip,less ths,l� 250" 1,80 1001.2.5.2.1 �i- qr C) scrap A. D%iolwi 3 ArAwnbtj, (ata»hC9,0a(1RA*V I) . story, 40 foot height 0.18C Talie 5-B) 0) Shaf' n,tciosurr.: 1•h,asr fire rated. combustible materials 0oweci � krfRr to tnsRerlor t.igttt and Ventihation table to n ori t7sratreq Gar S. � 3, Provide airs ernargwncy exit illumination pian to nowt ragathert+ente of 05SC ,,eo:dcsn 1Q12. Provide an rxrtsicie elf I ox:cupancy >rror:tllaticxt tablet tc;rrgeet the requirements of the OSSC Section �,►,,a p 1 rAb!o 6'•A` Refer oltio to UBC 310.8 and 711 Thri pian shall Include to floor plan (Including mn%vable furniture) depicting the amorgency exit 4. Mmomm Ak"yaEltt".At= 106.3.3 and Chapter 12. Required eiarrtents arra occupancy classification end room use, area of roonn, > cath, inx lading rrdnirrxtm exit path ,width. Firotler'to Urstisrirtg A5(il Stairway Polaris for !salting oc!:upvnt load fwttx, occupant load, requir:ad efm of outside air per person or square foot, total 3 vii} Fire (.I^trmi'rers: 1-•hcsar t+ra t-atecE for penetrations t0rrcw+7h 1-hour hire rated a�t,�y Plglttlrt0. C/) fr i o ut!xide.. air required per roorn, and amfxint of otitside elr provided per room. i74v1er4art ? dlTta.trrsars►s(Btalkdrtgs A.B•,G D►attd� tmrembl�++:. (UBC 709.Fi, 710.1, 711.4) : . �i d IC'1C��E 1� T . '1 L�i"�� '�5i1 ! Sir CQU REQU�EMEM v QCtXlpalnt yr Group R, fli rltion 1, type V-1 hGtrr cr>rtstrtt^ticlrt j viii) Flrxsr!R and ,laor-CalllnQts:1-hr. occupancy stparaticrt between U-1 and R-1 (UBC Trablw Allaws!lasbls area 10,50x3 1 f (t.J'8C Tarblw 5.8) o 2 x basic for Rxalldlnp over 1 si•xI 1.0„Sflfl.s.f. (UBC 501.?.) 3-8) 1-hour ek�ewharot (UBC: Fahle 6 A) Refer to Dretwinps for specific corrtflorti►nt cotnpliersce. O rx ' F 1y .:, � ' Ai11rA 21,000 sq.h• GENERAL NOTES: Refer also to fire Pratnttrilon Drawinpr a deferred submittal Ix) Roofs and roof-callings: 1-W. fire ratwd. combuntlble materials allowed (UBC Table Project: oak Trse Apartments Additional}♦tido►am mey'arr allrrved wfnpri sops reticxt stn *ilial is coutsl,ieror:;:ort USC 6-A) Gass El rcxrfxg;? (UF)C'1'eMa i 5-A) 1• G!!>�i R..Qlgdai®rt_l_ �tShcttpa (Du kttrtge A. B.G, D,and E) Location: Tigard, Orepctr 50.1.1, 505.1.2 and SCS.1.3. f0 V-I-4xW Mnalr.K3IM # n apartment. building Is oquipperd with ars automatic fire Climate torte: 1 11 o 45 r x) Exterior ciders dr Vlrinchvvs: 0 Not parmitted ion then S f,. to property line sprinkler system thnwghout ail porticins; aMWathor Data; Portland, Oregon b) U*DN%W n 1 Ptlo W. 6�ir�IPa(INttlitltetg G) (UBC 60s&.3 and Teblss 5-A ar•,d 6-A) ocaaprernclea cod the hulidlnp Inc':.f«np tlweRlnp urdtx, attached parking garar�e, egtdpmant Erwa,'Cotte' 1998 State of Oregon Structural Specialty Cade, Chanter c,3 Energy �, romns, corridors, stairways and attics In compliance with L1FC-W.M . Rnfet to UBC Sec. Coinarvatlor, OccWanry Groop U, (.)+vision 1, Type ,/-N construction xi) Stalrway,shaft enclosure: 1411-Air Fire ReelstNe, combustible materials 1 USC Sector+ 312.2.2 The allowable erere rn*y ba Incremood to 3,000 a.f. when teed as w (UBa: Tat>,e 6-A rod tir36.4, ?005.3.3.4". (1�} ear; 30?.3 (21. 1-6grwr fir®rated 904.1.2 Exceptlnn (-�, Automatic sprinkler systems In Grcxip R Occucant es torr'sgtcxiee tx less span Envelope. UB 3 etl+r 3 a: less (Refer to IJBC S«rc. 1301) `.od"gam"* for prlvste a plerssur-9-type vehicles awl aro nD re"r work Is done or fad ? st 6- an may be In atr_,uaw.rs vAth LIBC Standard 9-3. HAC: UBC Sec. 1304 �UrLD�NG dspeKrsed openings IUHt: HVAC: UBC Sec. 1306 /ask-arNc++vesctie Flexr A,rxa 3At)0 s.f. URC Sectlort 31?,2.? 2. -(be automatic firm slatinl,or system shail camply +M'h L4Ft:,Std9.3 Rehr alst.)to UBC Piping Insulation, URC Sec. 13D9 CODE 11OTAl"lru.l.:)ti�A49t.E eA 9,000 sQ.1t. xN) Area Separation Welles: Not u", d x'14.1.3. The sutomrMc fire sprinkler system Is required to reduce thr required fire flow to Sw-vice Water Hosting: Ixe,-npt im then the avallable fa•s flow. Lighting; Exempt SUMMARY C) G A,[*Amin S Asoma!/,Odea( F) 0) Party Wolls: 1-hr. fire rated, combustINa,moltmis4 allowed (USC 3101.2) System Demigr Method. Prescriptive Path 1 Table 13-A Prescriptive Compliance Paths For 3. AN Dwellitig Units; dutomok fire sprinkler systom per IJK,*d_941 with residential or Residential Bulldlnlrx pee upenry ilYrlt,4t A1, iOhAela-n type V-M ctxrstPtacticNt xtv) Attic DtAfr• St"', Attic &ift stirm req.JrRd hatrmen cM%11!ng uNts In Mtge with qu16-response standard sprinklers, dry attic system, tMe of centrad attic haade. Refer to UBC Stam. Haat Type: Electric Resistance illrelr: ANoru*Ce Floe Are*ai 6onst r.f, (LiBr:'Tatds 5-B) the wale v Verating !nPArkial dvr Wing units (UBC ?08.3,1.1,2) Refer also to UFC 904,2.4 (koup R, DlJslon 1 Occupancies. %W, A � �AIRA 6,0W aq•'f• 1003.1.:4: When 'attideintlof sprinkier systems Instellaoi per IJBC Std. 9-3, l TOTAL ixceipr ans to, or mitt4c•ions in UB::regrl,-wT wets based.upon Installation at an 4, WidAngs Untfwr Construction: Comply with UBC 904.6. LS outarmatic fira-extinguls4rsp system are not ailowoed) S General: During construction of a btrlloiMtq end until the pec•rrraraent fire-extinguishing syztem i and xv) IntecHar Crxtirlox malls: 1.1r. fig's rated, comhu4tibleb mate?71alo rNor'red has bfwn installed and Ir kt servlceg, tore protection shall be rovlofed In accordance Wth this _ Dote 11 15/04 4:54 PM a) GSR� n � MP�S.�� pr F 1. There an r.�t planned hazardous r�gemlcatls end/ a materials present, cN process that produce RP•,Aslone ^ 1) 0 feet(11.114C Ts...kt S�A) (USC Table 6••A end 1004.3.4 3) section. henrdoits chernicals or materials present with In the building, Ccx*t60-nmlrett'too Fire 6wassembly b4tween stalrv+ray exit 6, Stsndpiper Na Required per CFC T" 1004-A 2• Material Safet`j Dene Sheets (MSDS)do not accompany the bultdng plans. 1 PLAN CHECK 11 .2 04 b) � ,lb 0~ 1 IhAecb! xV) kitariarr •:icx (1�: 3. 4 i erairdoua Materials Munaga meet Plan (HMMP)dotes not accompany the bulld!ng dens. ccx►iti<x and t"wee111no (11140 1!►04.3.4.3.2.1 rant)USC i 005:3.3.5) .• j, i) i)raet• (l1il:; i'" S-A) 7. Are Dvrpai!trtwr,t Vehicular AccessvrrnArietl to the idle In accordance With Lf 901.4.2 FW* ¢ X%4) ON'lents& Fil•al;lsce Flt as: Apparatus Access Howie, and UK.►02.2.1 Required Access. Refer to the$ t Pion r fboV A.0hMoll l AN1sR10r(j6 CAIbM>ivaa Wft Ir! Malls co ntahing gess vents cx nrxncxamRxra�titAe plr�lttg that pass through threes floal�ts or <102.3 WetrtlMtrparlC)r r ,Film Has and lilac. .__. 0 FtrRt (USC Tahlet $-1k) two not►W not be Frro%AdoW the fire fosi0alir.e rating spec ilml in Tads 6-A fix "shaft oncloaurae",prmIded that the annul,st spate ar!g►trrd the~4vor piping Is Neat '!. IdfaA►'es each flow or o0ig with pt�ortcx+ttil?+u>ltNsle meterletht." (LIFIC Section 711.3) - _ Franks_ ^- Drow,rn�i � to •: ., . ... . _gyrase :. xv91) Ram frx mlotfatitfm tn)Ch al coil ost, coal?o pt-tlrxu, crmdu t, FAprns,or tuWng: Oftw.*)M ntMk ttK;ugh s faw flat ponetratlairs sclero a cohl a, cmWe treys, catdult, Coxrtlwter File P",IV tf+at eras protertied with wprrarrad thro u91i Venairnt nn fire mtgx to ?.:i 50 CS1 t Cods Suetttrnary RE ipes pro%4da the•elita rfeprxe of fire resbtlenw ore the flour cortettuctt�'xn need not be 11/5104 4:54 PM alowimeti,(UBC seetl►xg 11.3) ...~. sheet Am) Oooupamey Separaftw. R"1 Fad L61 Occrupsna y: I*.Ara rated ocnapanmy 1e1 "we ft hatiaaltal Arid,nartlal caipalerttti pafttllttel3, (LOC 303.1, 342.2 end CS tslJ a 34) s 7 -C)Copyright 2004 r> : Paul Franks Archltodurs I 0111111 Wall 3 IL i. y FY 7 i „ ,; -v r ""'"'�,"�.",T`—.-+w...+�..,w•_.' .... ,_. w...,,�.-e,,,�..---- ._. ••-^ter' �r a w -s �� r .: . ... ....,.. ,... .•... .. - . ir'' 'k - - ,.. ti'� .y'� ` h �'. E� tl T< t .rt; t r7 . `1. sees �•�A r fur , t gv , u .... _.,....._...........:r•_,_...,.... ....,.. ,... ...,.7ri`W1C4:}fLd'�x:.m«wv✓�r�i�Ylklm.�4pe,uiiat,>.,. -,•�F,sF:I3rwiA:a:Sdm�Fiv'idJwviGloiiwtatfiwd......,'.:itll'�C�W..'�7d'.'$ irillr ._..»>+.•__.,.........__.,...-.-........_-, r F i UIRED RE FIRE FLOW BUILDING B REQUIRED FIRE FLOW BUILDING C > REQUIRED FIRE FLOW BUILDING A 2 �. - � )T TO SCALE NOT TO SCALE. NGT TO S('ALL PLAN CHECK 1" uy PLAN CHECK 11.2.04 `I``aPLAN CHLP_K 1 1 ua W Fire IIRamhal's Divifsion Offices � � Fire Ml amhial's DIvIslon Offices Fire Marshal's Division Offices � Tualatin VkHey North 14480 SIN rsnkins Ro., Mltavoricn, OR 97005, (503) 3158-4700 Tualatin Villi" North - 14480 8W Jariklns Ro Baavwlor., OR 87005, (503) �.5a-a7W Tualatin Valley North - 14480 8W Jenkins Rd., Beaverton, OR 07005, (603) 356-4100 "r--- C �p tyi South - 7401 8VV Vvesh U, Tualatin, OR 97002, (503) 812-7010 Fibre +fit Reslcuie S"h - 7401 :rev Wash Ct., 'ruoiotin, OR 97082. (503) 812-7+0'0 Ftre & ReecuAi South - 7401 8VV Wash Ct., Tualatin, OR 97062, (503) 617-7010 UWj .,n.. ,..,...,•.,. .w....._,.,►,.7 ,'-1.....^I.w� •.......,...,,.�,wre... , ... °'pr"1r► •'�rr �� - _ ,,....... .'rq""�"_^' "4 ,ewe......-...err.-- -�'.''*.�'R".^.. P.»._._..-.._,...•.,..•. --+"�•- ^..^�. fw•• y t.Y,�.:. lr,'.�-• _ .. ,, 51:,. ter, .rrr_.1r,. rawrwr .�_.r..-.r.,-��r-r- +-..r..� .r.r 3r..+.r - �i1r�•ri. F! ortnt � swi�rraiftrd to and appr��av+rd by tha ► .t•" ct AH kshoot Is requirad to be subm 1 to and approved til uthorhnq J y Havlurisdiction (AIIJ) This wor tshestt Is required to be submhftcl to and approyed by the Authority Having Jailadit,-tion IAHJ� �t`ew�w Cast is r+s�+ Hsvli MF .J before any ponnae for new conotiruction, building axpen>wlon or fins hydrants will be Issood bio any befom any permits for now building construction, building expansion or firs hydrant will torr Issued by any before any perm K* for oew building construction, building expansion or fire hydrants will be issued by anis building tlatpartntern Ml��,". the TVF&R Dtstrtct. Sot+tine instructwns for assistance completing this form or building department wtthin the TVF&R Distrktt See then instructions for assistance t:ornpieting this form rot bWlding dr partrrwnt within the TVF&R IDdstrict. See the Insitructlons for assistance compietl5V this form or � call one of the above numbers call one of the above numbers. cap oo'NM of tt'ae elrovw nt.rettY,rM. U IIY�.1-�s�Irlrarrr.rrrWr rWOrrrrYYaYWWUrCwYIM�,�Y,i�.�.w.>,_.w.-.�t�aa ..�rIM re r�er ir,tom►anon na 'er ir,fc�rmatian roicer Information Prepartar Marra. r�a,t! fankr, Preparar parrot �Hu! _franks Pnpanr Name: maul Franker W ones- 425'60_ 3.0074-_ _____�j Fcx: 23�bf -09:i�6 __I Phoma: 2 -07112 —,. ►pax: •4'r'6;_60'J-093 � Ptwrw425-803-3792 _..,_� Fax �42 8l?3-Cii:'.4 _ Arahtswr t r Engir-or of kscord: ranks Architecture _ Aechmom i Engineer of Rsoorw Pau! Frtlriiis Architecture Awhkout i Etuglneer of kaocord: IPaul Franks Architecture PFnorwr: [. 03 CYB2_� fax:[4125 _ 043<-____� P1aor►s• 4 -8d3 b7y2—r� Fcx 4 -603.Ot+3/1 Phone: 425 $01-07Ei2__ �� Fox 425 503-0934 Paul Franks ArGhil�ture 3005 108rh Avenue NE •""""..""" su!te 2.22 1 teoral Sub�nf,orm&114 neral 13ui1'tln Information neral Building ;.ef�tlloll � tv�+tevue, Waerung,on 9&j0.1,-7613 rrrr.rn rrs��ra rt P Nams: C�AK T .- II APARTMENTfs BUiLbiNG C �� Telephone 425.8)03.0792 Prtsieat Nen>r: LAK F;_�`'!I A�'A .' NNN7YR-11 1-N A �� Prm}trct Noma C)AK TR,E I At A A S-BUIL�IPI� 8 � � �r ._ r - � Fax 425.803.0934 Pr000 Add rose: 8W 1,011th ,Avvnue& Ei.iN. -u�urTt Soad Pro)"IAddrene: 0W 1Ctlth Avenue t6 S.W. uibam Road Projectsdrwa: 3W tfllZth Avenue & S W. burttim Roed___�. - ZI 8 224 City:nrC~ County: Washington -^] Zip: 87224 ~� ^.a Wtttihlr n� ,_ ,_� Zip: 9722; City: 1 f rd_ __w� Gwnty War hlnptarl � � p. �1,� l ,, "D city: A� City: T„�i erd _____•___, • ' -- �7 CpnMY"',�ChOn Type(*): l d IV ;�,ra�r Tlmbar arm VOne-hour -�� Conetntc kan Type(&): ' IV Haay�r Timber or Type V One-hour Corwtructbu TypWa): Type iV Naa Tiriber or Typ*V CkT+-tTour Total Ol ig Area: _b 4 sgft Total Bids Area: �d-7,372 j sgR ta! � ToBldg Area: � 201416 tr�tl z. Total Fars Arra: ?0,146 w4ft Total Fire Area: l8 824 son Total Fire Areal: 27 3 sq!t k' � BE LF.VUE, e t. Gallons Prrr Minute ` S Fire Flow: '973 0sfions Per Minute � WASHINGTON dldp t rs Flow l� 2553 �'ii , ire Flow: 2�4�P C3nliona Per MInt1Ea � � 2256 QNGrIC+q Slre Area: K n+xr sRrn ono pn row Maktdr ant 1IR w 1 t a t: r !7 Orr rnodrtaee�ttw varYxwr Ma Wet+e�-rw Describe Fir*Area: it nwre than+ww fora ares ftkt6r rn 0 112 u 11 a 1 t�17 drr,vtl 1rWkattr iPer vallove Nrb oras DMOrI W F{Ce AfAO: (If rue rMn Jnr pro rrra nrcrudr rn 0 112 rc 11 of!'c 17 dnwing 1rWIcMJr�+�vrrkwr,2 !!!1 �1 ^ ._ ___-_._...__._1. ->a—rtrr—e^,nF uildlnp A. atnnsi r2-1 Occupancy with attached Qarspsa U 1 occupan;y OF Apertmant ui ding , 3 vtones �upef�l:y Apart+mnt ui Imp .y *tarrea' r 1�ccupancy II T of Cwu�pency cw Use of Building. �-1 oc-cupancy �- �� Type of Oocuponcy or Usti of HuIldir,g: nc -1 occupay Typo of Occupancy or UG*0 F3ul►Jirty: IRR�c;c�g�ncy �U-1 occupancy _ � !�using hem A N,C)1 use ibttrvt 61 A, (If using Item A,DO NOT use Rom I?) lir'-• , �.. (if using ftm A,�NOT use Mom o) A AhWW Qr,,tU»s�. i a -� _-.-- Al jilting Flt-*Flow 255510pm Al Bulkdtng Flro flew 294-81C#P'M Al BttildRng F'Ira Flow297'0 GPM r Al Ckaupa-taY rector �t� Ai° Occ;upency Factor A2 Occupancy Factor I � r� I A3 F:equired Fire Flarex 2 FST,„ (fPlNl A3 Reeaubred Firm FICA �? 4 GpW4 A3 liacquired Fire F'mjw [ 2 yl ap R ., .-•r� `•' lr ^� i - E �• l A Above or l�trrrt B9r�i+w��lrt h��Both__—__......__�_ �_..�.�.__�� Ism, �1 l�tr+o�r�l rye 9blrn B !fit But Wit Both �_��__�____ .r.�.,______..__.�� ¢hher tt�arn A Abcave air ib,�i_� F! l�eiow� �c f�vt_Both-� _ � _�. __ _. r 15 N I r ._. _.._.. _.._.._ _ w _. _.. __ R _ ._.. - u 11f using Iters 0, DO NOT ties lesm,A) MUM4.S?�ifli�llD9k�t!AAW(11 using tUem 8, DO NOT use Its,4n A) .__� � -- �� { +y lei ........ (if Ilene f> DO NOT use Iter,A). . � �. A .sUsl@Ota�.�c. t►e ,._. � � I v ,1 :^rHnX514 �dtt"11•' , .t, r r / � ► 81 Determine percent of each occupancy hazard in the fire area. 61 Determine, percent of seed occarpancy htesard In tha fire area. 01 Determine percent of each occupancy hazard in Itis firs area. � � y � ,th t�hfjr 1 ,•, 's ,'' .�� t ra.on_+ _.w ...w. .r.. A:'.., rl' �— O Y y v. Eaf7�ru Iowa K ' 'S -.YOM �I Hazard __ _ ^ F k' 1 gl= dtMMt 0 tr, ht b�azsrrl 2Q 322 3, 2 7 SF >ifl.t t % �L. C �7 ...1 9 fi 1 81+ __.__.�i..�' 1 '� 0 `K, lner Hr z�ard 1960 E,F 27 372 SIP i a.8�i4, ; x L 1� � _ � 1: f �y4 M �r. •fR��s� ryr4x �"� '.Y il VIM a; �4 , +7 j' t i 7rk�n, .h _ W p .,- 4 REQUIRED FIRE FLOW BUILDING D RE�,UIREa FIRE FLOW BUILDING E REQUIRED FIRE FLOW BUILDING F . REt�lJI C6 r' ._�r-- ......r._.._.._ F� NC)t I rJ 4d:A�_E NOT TO SCAi..f' NOT 7(3 SCALE � t AN C HEK 1 1.c :`4 L;PUN C_'HECK 1\PLJ+1N CHECK 11.2.01 Uj i Fila Wrohal'a Divinkm Office* b Fire Marshal's Divisrlion Of es Fim Marshol's Division Offic" � ' '��aa�3stl�ol K%(jj ') 1445a sW+et,+ut'o Rd . 01"verion, OR 9100, (51)31 33&4700 Tualatin Wiley N", 14440 SW Jenkkta R.1 , beaverton, OR 97006, (5031 3W47W tin Valley North 14490 SW Jarektrts Rd , Bees•,rorton, CoR 117005, (503) 366-4700 T OR OTOeQ St)3 +tf11-7gtl� 6o4o - 1101 SW 4'Nah Ct, TurrlatM, OR 07052, (�) 612-7010 �� South D401 3W VVtesh Gt ?uslia►xs, i?Fi x706?. (503) 612-7010 0 South - 74.0: Sw 1hA w C-4 . uaMtln. . ( ) U.l j �y�J.a,._P.,n,.NYMNrKf►MY.wM+wfMMR.Y�.'RY.yA`R R, ._rr.. ''f� P . I.'wM'�`+�'.T. . 'T s.-'F. .n..�.._....-._..r�.r.rwn .r�� M Y'I. , ' ...M...M+.ww...M.,w....W,wv�`rYAI.►�� .. - " _ f*AV Old.H�9� Pro ., - �' ---r--�-°�-- `t # woet stw�t is required to tw suttrc►Mwd io wW mippm ed by Hw Authority Elavinq,fur ilictyon tAt � � .Y . �troraa(rert !� rs to bw wtyrrt W a by "� we�rlisr?iwt it mqu w be submawl to ami xpprr�vd bry the Auttiowky Having Jurbaic+tbn (A)4j) C t„ This any est k,t Por W treailobrw;l s otrs j*an, th tka hytwing s wiM tw ttauaS -4 way bW*" &0y p for row btii, WV cont InXt5rxe, buNd" expwaalurt or fb• Isry'dlrwft *A tia i Mudd by any bWs.►n ony pa,.I ft tof mw brrif�di" aroo,mr:�tbm, boXcti g exp n c�:ftm hyaraift wV1 be sated by any bu!!�altrs0 depatrtrrram MrwAn 110.0 TV' k,i nlataric,l.. sm the irtakrttcdam for aaalal 140 complalkttp ft$form or 4tailtliarp drepa►e,traroant wittoin dtrs 1iPFAlt f3latrtcd. Elea 1410 trtatrirt►ttlor>� for aaakoia>se>tcs eao�tplatirtq tlsla f� a caott+one f the abw trrtttttn dwt TiiFiR .')Mtrkt. � ftta irvtrtructiosra to �sWatar>,ea eompitiirtp t#�la Ibrxr: r�r grit one of th# •bowr r XWJ&M- ce6 ono W riw slrry rwrrr +ertt. talc orra of tiro e1lsrry r>«;mtrors. w Q a + v Paul r•snlsu _.__.�__________.___.�-�_r_.__ ___.__ .._.____..__�..r_._.___._. nks Pnp+ " Nor": auFuk3 pr� wmmom: Fa _.,._ ail�rr Ivanrr ��.� _ �tF '°' Pireona: `Lz -003--0TV2 Fm: 1?S OAS-dg34 �� weaac E4�5-bUS-Oy02 f.x: 4lS 69006134 �� - PrR�. 12!6 5b'!-O rr Farr: �ilS bd3-0931 ArrchftIA r of FrKaocusl: fiaul Fronts Amhil&cAure Aralt4lr.c r F h�rrr d 13+oowa: �•P-a-ud Franks Ar+�sltosxaare�_ `� ^t► �. _. a -I rW L AJIEiPolxlr.K lt:rt�tfr•�J O�I�RIrJK1. [ w3t'Iar. 71 ..w�......_..._........_...�--.,...._..__.....,� .�.__ .r_....._�_. .._._.�.�. .�.._ , •� ;�' rlror.tt ? 0'-07®� 1 Kaete:[4?'S 8Q3 0431�� i►Iwara a5-+603-n7az Frac: 426 003-0034.--- pl ow CiT 80 S-0791 �� Fu: 425 a03'0�)3+� Paul Fnrl�ed �►rchit.clwi � "' "�• 38D5 11id!'. Avenue!vE . � �vue W sworVon { 004-•' t'3 .khv h's!a"..r:..,..�,...�..� n� �'��oa�.a....._..r � 4'r"' +''`• �� UI'-DING D ttsrrrs: OAK Ti�E'E 11 Ae �d'�'S-&JIB t!�!G � __j ps"a!a►at a�erllso. OAK TREE H APARTAI�tvT3-allil_DIhG FTaa 425 8W 09.34 0T$2 O F i - " ' ta�'rct Assrw. .b it► A,valrs�aa d 8 4V. Curharte Road -�~ Prv�at aysolr«er+: sw 10511+ Avlenub 3 W. Ourham i�w+i- h,r�aca * s � -� [SES'N 10'dth Avenue 3 S N� urhwn Road __- „`$ � � Com: --- cbu„ttr: zip 0 4 city- 5��___ �j Carnitr tngco„ ---- zcp © 24 .4eYD 1 1- fit' Hsi s�: �'vy iV N T►mb•r ori V O'w►�au� rN__ ConeemmAsort Type(* r° ' Qt t,tn)crlh�rs 7Y3 sK ' +�'rPr'►'d r+iw�Tone nr TM V One-hour +� "'� -'�° Total Oft Are: 2tf,041 MqH Tatar s191p s�real. 2.54 5 agA Taut B Ar *, 22.611" - -- -11 a - TOW Fhe Area: xa 841 ' y xcttrF flet!Arms. � 27 E4AD 0001 Tutat Fire Area. -=2 45 • BEt1.EvlJE, '�j, WA-"N(TON Firm Flow'. /r •3Ckwi lf2 orrs Per Minute 2266 e '9 Fim'Flaw 2'23 (Uions Per Winuls Ift 11m fes: 20150 GWa om per WwAm [ �► OF (*6 { a,1 t)osortas Ftr`r Asea+w�..sr+•n aw r►.mod �nrrflW6 a Srs.t+or! .�t�ear�.ruax�wl�r v.Nnw rt•wr.a C1MclibM F Iry Af�i: rote rrrl an M r,r spa wl a�n■1 t ur,r,n dr�ra�y�racwr�a,. wrxs Rra tar. Q •ribw Nfa re,or•rtNn o�,.try w+a..>a en t tna III a 11.I?rrrrwe+q usaucMtnp we v.rwule nw�r.�sLv_ ttitg7 A r►aw�es R�!t xu w►c� wk iRtac w preg*a U-1 owuysi+ncy l►j►eir�v►Rt i! •��nA A rbti ►r,s, �. � Jca,pnnc}t n�-baticc1 - J.. JI Sii U) " z t 01 Ancupalrretr sr 1000�f G.r kr�: 1 c.cctrg►%r1cY / :!3ycrup ._._J Typo of Ozwp ow,:y or us*civ Furaxrnq a oc .� -1 Type at oewgea+cy or V.e of I�uakanq,: A-3 srcx,�anc� �-1 /� ld(tr using No"A.00 40T we Mem I �� (it ushtp ton A,00 POW ume Mata i8) � � t'1/wlr�,�vn A.CX3 NOT use Ntoew Q� _..- ""_'-_.-•__.__._ �r Ai Sui Pvj Farr FM" 2`23 OPM Al f9uiEdhrg Rfrs Pow29!:4 fiPM Al Etutidirrp fra Flaw 13f5? C" N Al Ckmupwwy Fer400 1� Al Occupawf Fsciw '1� r4? DevufrsrKy Frctcx �� •--� «r } y Aa Re imsl Fero Flow r' 1 is2 Gly ,✓ A3 F2equftwJl Fitz f iv+er 2w QPV AS fierfuir•tS !nt 1 raw �.___2�61 tatat�! �_._. E C , CZ m A: Ie tllit 8 VM 1 _-.�._._.._ __. _.._. _ � �a im A Abme OF 1 ��iiW�i � �C�th __ _- r� ._i �i".�+�f i�A11,Z itl �am or hCtt R SMV, I®ttt 91101 ®Qh O tV aj (�. (tt u" Vmn 8, DO WY rata torr•A) C Ig 1 („ ftm 8, 00 NOT taw 1w„A) �i rrrf�le (n tud,tt,p Nlrs+A�ik:Mcrt uer�s Al __..� �w s.�. ___- ___-___,.�� rn �.' f! Oakenn ,east �'satEt at:c haste 6n the fire arae. 01 l olormirw percent of wch occupancy hazard in a Are are 08 �. !i rv�elrtat pstrttE «at wrttl c)atoapttricr hewn! M ffn tnrea, � �''�t', r°J r, .: ... 1(ii1i� � �ta!)lM�t►.tarst �-.. .�. �°".u :�. �-C t r... s 27121 4Ml e�_91r_ Ha +eN ? 0 % and W 0 SF t �F _ HALL& G 1 Q FiF 1 SF 'w 64 2. 3 -$5 94 OtrJMia Ha�9 1 0 r „' _ 0 % �' _ _._ .R._ -_...___. `2 x 16+ eta HwArd 0r 2 r` % �� z-____ _.._ Q i 8F w r" Q '� t �- Hatxard _ �. HaxirM.... ._._-r_ __ 0 - _ 1_��r--• 0 y .."Ard (�r� 1 - 0 i ?�(r ___.__._.,._ 1 �F ._ x "( Y#IF �. 0%_ ! tma Huard Gm 2 _....__ � Fi�.art1 C�.2 _ _. __.��q � .__. _.___-�- -'="' ti r T'otel iEtttaS eq�tol t 0f�i -4 Sia ' T(Aatl i�ic rejvtai 10 0% [ 0 % t Ta*,rl Muet dtttnAai Ion !X cakoho fro Flow !Y C 04utlift FIM FI'Y* 112 Calt:trMia Fivrt Ftorr >, f Haxert 1.q 0 !� q r' t Ffazacd �1.0 _ C 14r _ 138 M ' �+ 0 ,PM I �.✓ M Hazard 1. 2 rioxarc!rr 1 �t.2 0 _;, -�---- &ts 'La�i►1P�� 1.7 % d 3r': �w- �0 OPM CZ 1 �1`. Hamel G. 7 1.3 __. --- 1 -_' aza r� c� �" 1.4 `3' _" a a GPM r 1 1.4 014 2 3 !la�eard CG 1 i b 0 1� x 4 Mi ._.. .. Nsd ---- -" 0% Ft,t: 2 t.s r) �6 _ i ._._.._ .�_ ,le�eerYi t=r,E�. I I. 63 ftq~Fi er Flow ------ 63 Rsq; kmd F'ir'e Flow �M � 113 RequWed FVe Hour 0 „_.. .._._ t ► Ilnl+u+:,wi,.vr+i r Of no R te, ._ FCto an "Nt V*W w F +to I i'•tl...-_ REQUIRED �� ---�--�----.-._...� ..... .� _. BUILDING Rs'qukW Fine f� 2741 ma 11500 - �....s...._!Na 0 Hy*wts Rsgarlrwd(Min of 2) PwwWW Fim Flow 2934 �115Q0 °+° of ydrtn Required IW of Z) Rer^!+orad Fine Flay 15()0 Cto,�r ''Sr10 � hdti o!►r}bntrM �srul�rd (Min of?i FIRE FLOW Ite1�+a ailm cal rbV P,0w-fA M we ere!'a n uM#80lmr1m, .,,�dlgt"of R�P9iw►-I�iwtll we WNW on 00 r rte liaise M ate.Flaw=�tr�c�orva an" a us,,tlr«i CALCULATIONS fat - �tats•!un)ari by 2S% t-1-A Fol fkir Alarm(t,nl�tpt'p I '75I lI7I • tte"esaatd by a?% +or A Ft)ll Frts ? tam(�r+utfipFy by �;; Di - Rer itmd tP 2346 for 4. Ful Fire Ata m (r'm*Jpty by 75) r st54 L�aM D2 - Redm*J by S'1'iir for AutotmttiC 8gttnklers (fm)tI *j by !i0) (A - 11srAcs>tW by 50% +be Aum:t1ponkbm rrra►dglply 0y SM 02- ReduOttd by S0% for Aufoct c flpi1*10(w (�•�'wuQtpiy by 6z. 03- R9dijcwJ t)q 7S% for Cants! 9lattun £uQrerviwrd Automatic t3{1il kekls>rn jrrnr�ipAtr by 25? D! - Red,►card by 7S% for C.entnl atetio s s parvtvatel Arai4rreatlit 9prinkhrs (nruMipb M -2z) .,.. .. � 0:- f�rcftl 7'S'% air c�r•ai rR al�cr+ �,A,r:rrwt�. fSf►rft�etloirtt r�uit'4,iy V z� r + a ,.iii ii ' ....•.._.......•_.,.......,,....._.,....,_._._. .,...+.._w+.,{�o_..........��.w,......�..+_+....., ,.o ,.... ,...�wnr-..._-.,..w«.wv.w ,..,rte,..•_.,.._._.... f; Plltrltr Gott stcrtt FPtw Ir mo s�sr id orr Fine f�ltaw in� err IItV D 11/1 Q l0't d:39 Atie r ' t � 2111 x .. - __. 3000 ba.• E1. Ftro Fio�tr ._. Zp?a1 rata x ,,,,�� _ 1000-aAn iMlOs>stut -� F1. Fim Flaw 1362 � � _..�..-..� ft1. i'IwPlow tial ,.,.. .. _ . - �"" _.._ a� �...�_ j-"{�$�'�,p�,t�•� � . .. AN CSC)( 1 1 C + '4 1 .iG'L '3 HPOA �. Att1M°wMis (moi►Alsiw 10 OitrAibfl ....._., Tesl IwaauAa: ��_ f1rM R. Aydbi ft Rm Fmw to!':r TetrR Irtaana�!!o; ..... . 0'M A PMO Plow M Twit RtsuEl of ins fat# vo+eto aMar " ria� «. nt""17mir ,wsw -" s .,mu�r lir s<s11ir�N �ret�' semen "�ie� �ltt� da<:►Rrr►� r)f eh+r now NO tlnas wwtR A mumal w"t Nam 5V N frMM nr�, k sw Mi dla4lt, fil M, W n wrdi of�l ow fbw hydt'ilrrfa, and the WW's t1MacW. N ah&N >t dWs dos, ttm, 10('**M1 4f�kJli!N and fi w f�'0kOf fa. and Via t+aaw el 7fti . B! irl daAa, fltrta. t O(12+alSraie,trtldtlal a1Mll flaw hrydiilsdlM, afM9 its iaalNb rima, fltltpyl4 tltm Im sad a0draaa. ,. ttaeltta, F11011a rkaM'f�r aAd �laa. tk41Ri�, ph" stus'nitier atld addrrlatl. "' e�,�"�'��.�.�'�_.... fht+w favi M Icor of ff N saa+rAaR+ants! 8W108M Flydrw Aawr"d al omwr Of ow Dt�rtaam and sw tow FlphsfR bw%a 41 oasfw of AIM Def wn rind free 10Mn w. .- flofttllsd by Kan . T)'jafd YMgar Pftyv. s!, 1lQNA (� � Flr>t !lglrMdat, wOrtaalsad t►f►Ken hMlftsr, Tlpend NIIlAsr „ Nov. 0, 3W 0y JV Rm tllpiaf(siof,� by Kwan FWw, T"d V"IlW Nov.PlowA, 2004 by JND Firs 8pinlrlat, s . � psi a 2s21 (ice . Residual !Bello a4rNsrn�a pt4, RIIIiMlltoG po+Ewwro s M ptl(�21!29 qw, fltleUtG AbMl11�1 siatMe p 4 poi a SM F � ' a Cal&Aollod FMaFh*Fit►Q 2!0 psi w OW"on _ . •f!p 2lf21 19N01G �aetars � Calnuialk�!Firs ftp),� x0 pei•OINa2(� CaM;tsiebesJ Firs FiROMr u is CaqwW Fie . � N ss . � ; ., 2;9 SIt3 CS 2.2 Firs!`tow REV ' - .. F,. 10-104 9:39 AM CS 4 2 maw k , t' r y� r a ,... _ _ - -_V�AA�rIRy71��..fw••""._per s' c ._..____�.._.._-_�_-_...-. _ _.:_ ._.,3...• ...�..u.W....v".......-.ir..,..._..i..nr.__w'Yt.'.YNv:llz...� ragf •r+.�T .''^v Nt �.. iYt'` .kii4 vSsy � e �# t 'i�r.ltl f�•' 1 P1 ��tF y1^ A! i aY� I C4 ) REQUIRED FIRE FLOW BUILDING D REQUIRED FiRE FLOW BUII DING E REC�UIRED FIRE FLOW BUILUING F tvl�1 ,0 SC ALE 5 NOT'r0 SCALE ` 6 NOT TO SCALc �." JPLAN CHECK 11 Z 0.4 Ai PIAN CHECK 11 1.04 I,PLAN CHECK 1 1."L.f)q LLS Fire marshal's Division Offices Fire MarshLil's Division Offices � Fire! Marshal's Division Offices Tualsan 5au North - 144W SW Jankins Ra., Beavenon, OR 97005, (503) 35t 4700 Tualadju Vauev North - 14490 OW Jenkins Fid., Beavedon, OR 97005, (503) 368-4700 Tualatin Ville/ North - 14,480 S'✓v Jonlclna Rd , Seeverlon, OR 67005, (5C3) 356-4700 F- & & South - 7401 SW Wash rt. Tualstir,, OR 97092, (503) 612-7010 Film & Resciiis South - 7401 SW Wash Ct., Tualatin, OR 970032, (503) 812-7410 Fire & Rescue Soutn • 7401 8VV Wash Ot , Tualatin, OR 47062 (603) 612-7010 0 l ..far IS :w�lru.-.. - -,. .:,. "� Ptl�`,7 !^'.�•...,r.^„r•�. «.....-.,.. ....A..r.«. i� ,.. 1 wrsrarf++�agrna�•a� +r ..r..w. mrr.+r....--.........w.... Y '.] lay f Ire Flow sril�i r rtit-= sh�+wt sha+�t i,t ra o be sir d o and approved by the Authority Hary ng u adicdor1 (AH is wurhslwit Is required to too submittedto avid approvey the Authority Having Jar lotion( ) is wor1rshest lu required to M subiniftd to and approved by the Authotity k4tving Jurl ictc n (AHJ) before any piirrmrs for now building corstruction, building *xpansion or fire hydiantis wiil he l3suad by any before any permit% for new building constYuction, building expettslon or fire hydrants will be Issued by any befom any penults for new building construction, building expenxion or fire hydrants will be Issued by any buNdinq department within Phe T)IF&lR District. lift the Instructions for assistance completing this form or building deptrtinsrh within the, TVFBYR District. See the instructions for assistance completing this form or building tiepartnwnt within the TVF&R District. See the instructions for asslaUnce compkrting this form or Z call t.-A of the above numbers, call one of the above numbers. call one of the abova numbers. U ren Frd-or t41o�nW� P1222for !ni'armatlon Proarer Information prepar+ar NaPri�s: Pouf�rartlu ..-.�� -�---- ------"-'� PreN,�ror rrarna. Paul Franks .1111- _m _._ _ Pwpentr fVrcme: L e solo Franks oto: 42!�-110 -L LFax 42151-80 -0934_ Phone, -803-0792�� Fax: 123-403-0934 Phone: ;-425-8()3-0792 25 Fax: 4 -$03-53i ._._.._�_�_... � Archlteat�to In+wr of`teuurd: F�SLI Franks Architecture Arotirwoi!Engineer of kamt: sa nits Arctsltecluro ~_- Architect r t n�lnwr mP r�oo(d, rPsul Franke Architer ti -v _ 14torte• r4i' -603-or92 Fax: 4 S'•803-0934_ Ptwna: 42'S-!!a3(J792�� Fox: a2s-843-GG34�� Phorti 42'J-90',-0792 �� Fax: 47'S-803-o�4 Paul Franks Archlisourle -' 3806 108th Avenue NE .,o..�.�.,..�, -••..r..�...r --. Salta 222 Qawal ul!W Infi►rmm.-lttion neral sultding Informat:01, aullevue, lnasrfington 98(X14-7813 rad guikiln Inform a1'r� a .......� -r,o�s�rsnril�ra.rwa��w11 o,a�sr- i Telephone 425.803.0792 Project hr+rne: OAKTI�i ii AP4F.TA11~NT6:8-I;ILDilgG D .�--� Project Nanw: OAK T4�E I1 APARTM NTS'-BUILDING E -� Project Nacna. OAK TREE li APAPTMEN-Tl,-BUILDING F Fax 425 803.0954 P Address: SVt� 1081lr Avenue G B.W. Durbern Road ProjoctAddrosi&. ttW 1t9:h :Avenue 3 S.W Durham Road =� Projectaddrw.s: SW ! h Avenue b S.W. Durham Road Project �_......._� City' I aid Cally: Washington � Zip: 9• 4 City: TIgaM _ �r County: IYAshinaton np: 9 224 City: Tigard Ccunty: 21p: 197224 etr"Alon T e , T V Non-rated � Canetn,.ztlon Typos(*): (Type IV Heavy Tlnlber or TYee V Ono-hour - Conat►'troilon'fype(a): (T}krn rV Heavy Timber or Type V ane-ho�lr Cr+n /prK 1' Tonin �fk4 Area. 22 -L-87 agtt Total Bldg Area: r 28.841 W Tots!r>ud�Area: 2 345 eqR Total Fire Aron: L2? 987 eigft Total Fire Aron: 2e,941 eqP Total Fire Area: � 2 548 ogft � BULL[ UE, � WASHINGTON Bldg 'Im Firwr: ^7u3 Goitons Per M:ntotrs Bldg Firs Flow _: 2954 Gallons Per Minute Bldg Fire Flow. -13(32'1 Per Minute `g�, 2266 Desonbe Fire Arca: lRomthen oaa sire area InckAh an Q 112 a 11 w 1!x 17 dr WwWA020 tw wutoue are anew Dosed Fine Area: it mme than arse P1m anft in.1vft m4 a 1!I a 11 a 11 it 17 drewing Indicetlny the veriton fire areea Describe Rm Area: iN nen than one Pira ares,lrlCi'xM an*.t2 x 11 ar 11117 emmna Indtcetlrrgthe varkwa are Cori► � OF (Ape rnent Building A, I rrtories, • upancy with attar, Pad garages l -1 occupancy Aportryient Building A, 3 stories, n-1 Occupancy lubhouse Type of Occupancy or Use of Buil lingl: R-1 orcu ttnC)r I U-1 occupancy Type of Occupancy or Usu of P-uriding. ^R-1 Occupancy � Type u?Occupancy or lira•oS Butlrting. A-3 'Jr;GU pnr- V �lgg Q�g�ncv H rd(I?using Henn A.DO NOT we iG�rrt B) /` dll]also ctL�r1 1� end(H using Rom A, DO NOT use Ilona@ BN� /fl Jl�ls t)cc��ln�y��(If using tbm A.D:1 NOT use Rom B) IA a) Al Building Fire Flow2723 t3I?IiJ Al BuIIdInQ t=1re Flow 2954 GPM Al Building Etre i k►w 1382 GPM CI, A2 Oomparmy FarAw ��..9 A7 Om-upsncy Factor A2 0Kx4jpsncy Factor 1 As Required Fire Flow =2 j 0PM A3 Required Firs Flow 2961 QPM A3 Requirud Fire Flow r=3!2 opLr .0 co e o .--- -Util-us►-�~-ihsir�fidir�A A�+ays or It�nm E Below. �3ta12 �.��t�e14 Utes EItlhem ehemA Above itis» 8 WOW, But Not 6otfiCZ 'E C\lWe EWw � tleaa�.A VI II til'Nam �Ilt�►w t t ! _-- -- _..._._. l� ._._�.. __..__ _.` ...� p� 0 r� If using Giem B DO NOT use Item/A) la � ( n9 r M using tient ES DO NOT etas item A �,�,y„,ottt'�(if uaing slam 63.I',>O t�;G' race Item E!)..,...„�.� itffi�-aC�SSl�C11S►Y.N�i,�( n9 ,-, B. � 01 Determine permant of wh occupancy hazard In the fare stree. Bi Determine percent of each occupancy hazard In tete !Drs area, 81 Detetmlr,6 percent at each occupancy hazard in the ftr'e sirox. � orf ''">^ .4•.(. ;� �i� '' w.wn•5r+�+ ++-w,.. .r•.r..�a........ .-.�._.w+w....n..... ...r.�........�....r g 0 _ J iil:!ll .� A at P farmCl- g 121 $F 210 94.8: % Klht azard 0 8. 1 8F 0 % hi Haz_nl 0 Sr„ SF x *� 0 % �j ht Fi�lzarci ...._ - _._. _ _. rdllra Hazard Grp 1 03b 8F 2 4 3.35% Ordlna Hazard 4p 1 0 8F I SF ,w. _ 0 Hazard Gr2 1 _ 0 SF 1 5F HazaM z � 8 1 SF 0 % rdinsi Hazard tarp 2 0 Ei" ��~1 SF rP� �0 56 fdln�rxHazsrr9 c� 2 0 Si= 4 1 SF x »r 0 % F- rdlna tiaxa r^ c - _ ra Haxatd G 1 SF 1 SF 0 1* C1. sit Hpzar4 G 1 0 1 SF 096 Nazart7 4 7 Z S�' 1 3F w _ 0 "Ao _.� -. zine Fi�iierci �. 0 S 1 g };} 0 "f6 r• I�arartJ G�2 _•0r -�• 1 y _ % _ rn liaxard Cara 2 0 5F 9 ;�F' x w� 036 O ........� Totts, Must equal 109% 1 U0 Tole! Must equal 100% � 0_X Total Must equai 100% t_.r._� iA � � > 52 Calc0ato Fire Flow 82 Calculate Fire Flow 88 Calculate Fire Flow � �w.mnw..w ' ht Hazard i, 1 32 GPM, Ipht Hazard 1.0 0 % 9 4 i _ A L ht Hazafd 1.0 % ; 1 52 GPM orrr 0 GPM /�e�' ,rt7lr,a�ry_; u 1 1. 7 '� 1(`4 M w` Urcjlne, Hazald ro 1 1.2 -- --ON- 19 4 f�i t� M Ctr+dinei�lisaard Grp t 1 :2 096 3S; t +w ' _-- t�PM 1!,1,,,� Minerr Haze 1. �' 3 0 G and fta Hazard G 1.1 o 6 ;994 P o off• Orainary iiazsrd Grp 2 1.3 096 1392 cJPM a o. PJi •,bra Harr�el_ r_��_ 1.q _r 743 c3 - 0 F'M a1uiN,�G,,�1 1.4 096 2 54 !QPM t' �� 0 PitA ..bra H4zarcl G 1 1.4 _ 0 % 1362 GPM r+a 0 GPM px9rd^�3 N ,..-.., ezoro � 1. _ d % to 4 or- " ,.,, r FI�' ra Hexane_ M 2__• 1.s % "1�e2 M 0 a M 83 Required F tv Fiow (- L`tr�r�' i 113 Required Fire Flow -y] 93 Roquirad Fire Flow C-�-•--=��=----� � � _ --�---�-� REQUIRED�C111et�:e IM a,aro�r of� � � CMclula�le Ole Minimum ai'Fina Hydrants R�ulnrlCala:ulrMsl the Mlnitt'+um Number M FirPP ��drantai�tn±rtti�� f. r.ro....r.�.u.+...........n.�.......r...,„+rro..:.vr ww.� _...._ � r_....a....-�.-.._..._....... .r. _...._....�.�.r. rata t Ft�gPilred Fire Ir lox ?.741 rte!/ 1 Soo - 1� 14c of Hydrant*Required (Min. of 2) Required Fins Flow 2954 riPM 1 1500 -' L-?�No. of Hydrants Required (Min. of 2) Required Fire Flow 1504 QPwt i 1540 - C a-�h� o'Hydrants Required (MIH. of 2) BUILDING B .�.._ FIRE FLOW FtQsittct4lot t of Is We blow•Reducelone ar?s teasel!o+*t the feitaamvlrt Redsicticn of Fir* iFiaw-Roductlem ane basad on lute fallovvitrtp: ltedtbt+tMn of Fire Flo*xr-Reductions are basad on thy foiiowln�: � � CALCULATIONS CALCULATIONS Di - ftaeiuoed by 25% for A Full Firs Alarm (multiKily by ,75) I3'i F+'1+dtlivd by 25% for A Full Fire Alarm (multiply by .TS) 01 - Reduced by 25% for A Full Fire Alam! I'multiply by .75) Ddb- Reduced t?y °J095 for Autorrtatir Sprinklers !multiply by -50) D2- Reduosd by 50% for AutamAtle, SpWikler's (rtttlRlp ,y ,SU) D2 - Reduced by 5096 far Automatic Sprinklers trnuRlply by .'JO) fa Q9 - Reduced by 76% far Central Station Suvon IrM Atrierratic SptielHerx mtolfi to 25) D3- RfedurAd 75% for Gentrel Station Supervised A+atomstic S nklorst multi I b .25) D3 - Reduced h 7596 fru Central Station Supervised Atttorrrstic Sprinklers (multi 25) ( �Y Y ' ) by pM ( P Y Y Y Po ply by r "L41 id Fire blow In Nott rinklsrad or 9 n!!`:lered ®Milk pr ulro d Fire Flovr In Non-sOnhMlred or 24 rinklmd Bu"Fogs Date_ 11/10/04 8:39 AM t •u nit !mvd or�trrw�t�i�e�.�.....� �.�.._l'�t..... �...._.�.....-..�° ...._"�!_. .. --�...�� Lam....! ..._ �..P�, .._ ._..._,� - IYA .'++_•�..r.+."��a+-arca:- .s5r+lwh 4e�..1.�.�Wkil .. _ c If 1 ( E1. F11s Flow f741 t M x .... cIPM- P;. o Merl.ltfGci 81, Fho Fkrw 2054 ter! x _ �_ b r r�M�ix.3ooa•Mh.tt>�afiml �1 B1. Fire Flow 1362 cpm x 1 �� a�r.3c1oo Min.tao0aaml Reviairans t C: � .� t. PL AN CHECK 11.2.04 "71'sm" ach _...._ .� „_:,..... .�,_,.._._,..,... T�ttrt iteeult>➢: 4QPM r0rd r to o1 beset IktrP►ufbt: � g � f�►Vi F. Awdl+eble N�Ire irlaw to tPvr�uilo� "dlrtg � Teat Rsteulba: � DPM . A�nlpa0th Fere Flow to lite IBuiitdinA rlfltM ava�nl• n. dcac trmantatlort of the tiow~h�A 41�e r►ula h; t+nter av:lt�i�etikr f sir owt�erb�. tease 4 0t doaurnentation of the test that was dnua entalr ave Ma ow here, lease attactl draaurnenfatMn M the ow tat t �t was I F made. H shah 6rt ud>a dawtl, time, ktatb of et4tlolreeldurtl and flow hydranhi, end the beater's m idit. it shall 'fnokAel date, time, location of statla/residual and flow hydrants, 41x1 the testers model. It shall Include date„ time, location. of etatiofr+elskiusel and flava hydrant, and the teeter't nartter phone number Krd address. name, phone (number and address. Hams, Phone Hua+; rand address. Hydf+eM flow feet M ttltfftef of 8W i?uritem and SViP 1081h Hytillynt lova test at Darner of SW Durham and SW 109th Hydrant flow test at oamor of SW Durham and SW 10eM - M ._� � 6 { ..�_...�.._.._. 8, 20ft4 by rlN�1 Ria A(ah+kler, by Ken Fhher, Tlgatd Y1�ter Nov. 9, 20Q14 by JND Fk+s RWAW, twltnenefJ by Ken Fisher, Tigard VWter Nov. 8, 2004 by JND Mrs Spinkler, witnewe d by Ken Fisher, Tlgard Water _. 1 ry' Ails Pressure ■ 00 Pel, Residual prttawre ■ 89 psi 0 2621 gpm Visna Prmufe ■ 06 pal, Residual procelias ■ 0 pal � 2521 spm Static Prp>Rsurt � 903 pal, Residual pressure � U9 pat � 2!321 gpm F e r' Caioulated Fife Flow 2fl pal � 8842 Olin Calcstteted sire Flow � 20 pal ■ 8842 gpm ... 9� : CttouMled Ire Flow a 20 psi 9841 gpm COMA Fps 2350 CS 2.2 Fire Flow REV 11/10/04 8:39 AM Shoet S 2 w r CMyright 2Uc4----._.. Paul Franks Arcltltecturs yam• . , Al ,.•+,..n,., .r,k�. t_ .,, �.lY ..+ 4�.r1t1 1„ I;If 1 I . ! t Ir-. 11�„t l il. Ir!' t9I til ! �t+9 , �c ( SI► I IC t t !�_ t� 1 1•'t t � I tR1!,,F:, .{ , 1i 1 1 . I � :r.:l.l�I�(, E ,Y,'.•t�l`.S%t�'�4,t?I r� •i f..:,`. V Se " 2 2.1 ",1 .f3 29 <7 D �rt 1� r it , I I ! , t . # n y. Cr., �. _a 41 rT Y .- �. (.,gel :. ..�,,. ,: ,,: ,... �... . . -t. '�„n...,a .:..� . .iy: ..�3 3:'{...a. Kl 014, hr�5 i y a c <„ �,...> ;'..r. L dli, " 1:i .j'. Act e`•91�I t l,' �.L'Y: f P t *�� . . -15 ti r� :d A Imo'. a„�JarA f 1 YIriyS. i 1 1 d REQUIRED FIRE FLOW BUILDING G 7 NOT TO SCALE 7 PLAN CHECK 1 1.2.04 t_..i IN Q. Fire Marshal's DIvislon OfflCes iutalatin 't6Taney h.ritt►, - 14490 SW ,lrankins Rd , Beay.artun, OR 97005, (503) 358-4700 F" Fim, & Rescue South - 7401 SW Wash Ct., Tualatin, OR 9;062, (503) 812-7010FIra Flow and Hydrant Wo"h"t r�rr..rr r .:a.or�iarr.rr..w�rryrw+.r>. This worksheet is required to be submitted to and approved by the Authority Having Jurisdiction (AHJ) before any pormtts for new building constructlon, building expansion, or fire hydrants will be Issued by any building dopairttrnent within the TVF&R District. See the Instruction for assistance complaung this form or call utte of the above numbers. 0 timer Ir�mfur��tlon Q Proparer Ninim: Peul Franks �__ Pham. 425-803 0792 Fax: 425-803-0434 - Arotidaut 1 Enginsee of Record: Psui Fra>?ks Architecture�� Ptv": 425-803-0794' Fax:�4 5 803-083 i j ------ Paul Franks ArchStecture 3805 108th Avenue tvE ;suite 222 General 90ding Informerdon � Be11�c�'ue,waeh+ny?on 95004-7'013 Tater Teiephone 425$03.0792 TAK TRE - 11 AFAR*r FNTS-BUILDING G Project NartYe: t Fax 425.6;)3 gf�34 Project Address: SW 1 CCth Avenue 6 S.'►rN1 DuM' am Read clty TI end � �] C:oum ty: YNaehington Zip, 9 224 Construction Typa(el: T vca V Note•rated Total Bag Area: 1.266 agft U� �Q1} F K$ Total Flus Area: 1 268 sift ' 10 BELL UE, 1 Fire Flaw: a 0alior:e Per: pilnute � WASHINGTON Bldg F re � 2266 Describe Fire Area: (K ma**ttnan one Mrs arra,t,w;fuda an ti V2 is 11 or 11 a 17 diavAi%rndketing the varkma Mrf arw) � OF Uetiched (Arnae Nu id!n9 — Type of Ot=pancy or Use&Buildltvu: U-1 occu Ani / S-1 occupancy Y •�, /t!, 4cet; n_c �(if using tram A,DO NOT uwr item--@1) U I • Al guiiding Fina Fiaanr q61 I(1PM I N A2 Occupancy Factor A3 Ftoquimd Fire flow 9f111OPM � Cr Use,Fluter Item A Above Gr Item B Below t�®t t� co, 3 � � ®. �Lf .k611R �1 1�IN using Item 8, DO NOT i t karn A) C D kt1 15,0ennino percent of each oc►,:upancy hazard in th.ti fire arox, Co � �j I E- .�._.... ..�._.. _.._.___ �_...� p �t ht Hazard 708 SF 1,288 $F x S aa�a 86.51 % � ins Hazard GF-1 G SF - 1 SF 1 �► 0 % a b F— Ordina Hazard �3 2 590 SF 1266 3F .w 39.49 % � Extra H rd is 1 _ 0 SF 1 SF ; er. 0 % Extra He�zanl Grp 7. SF -_, x Total Must 'equal 100% � 10l%� � 3 f 84 Calculate Fire Flow I tJ't5 JSprr�, 1 r -A' 60.51 Li i14 Hazard 1.0 60.51 % 981 GPM 582 GPM C,fir Raz g mina Huard 1 1.2 0 `tib 961 GPM � 0 GPM �y_7p TTT -ding Hazaia t�r�,2 1 39.'f9 96 :. 9Cz 91 GPM - 493 G M �` , Y 1 Y r' r " '�; • f .�r�� 1}: 1 1 e Extra Hazard C�r�`. 1.�1 0 °i6 961 GPM � 0wC?�NI Nt�y+ � An, Extra Hazard 2 1.'S 0 "+fi 961 GPM +�+ 0 GPM w 100 133 Required l'lra Flow ffl tj" l+ fl —Gagculats the Mlnlmur<in Number rpt Finsrartty Required REQUIRED __ .li- 1 iIrt `r BUILDING Required Fire, Fk)w 1500 ops 1 1500 — �2_---,JNA of Hydrants Required (Min of 2) FIRE FLOW Reduction of Fire Flory-Reductions wo ':axed are tho 1Allovvir. ._.._� �..__... ._...,_..._..... ....�._._. CALCULATIONS f � !01 - Reduced by 25% for A Full Flrr Alerm pm dl* by .75) 02 - Redur. J by 50% for Automatic Elprinklers (multiply by .50) r ` 03 - Rsdvood by 75% for Central Station Supervised Automatic Sprinklers (multiply by .25) �Rsqulred Fire Flow In Nen-a3prtnlcfi�r+sd or lllitkixtod ®ulidlftps � _ _ _ ._..�, .-�...- w Date 1 1/10104 i,:50 AM El. Fir!F'kmw 1074 (spell x 1 — � ops(tt,IJut,3000 M1 r.1��tL�� Rr+,rlslons . .. _ F Available Ins Flo4tr to tfts siallsfM,g . ,.. ,a T+rst Resouite:_lW � GPM annuiilly enter avolla le if rte era. Please Aittach documentation of the ow test at w1W made. it shall include date. Uwe, kxation at statictrleaklual aril flours hydrants, and the tester's name, phone number rind address. Hydrant flow test at oorner of SW Durham and SW 1081h Nov. 6, 2004 by JNIa Fire Spktkler, wltmessed by Ken Fisher, Tigard 1r,'eMr Static Pressure ■ 90 pet, Residual pressure ■ fie pet Q 2321 ppm _Drs-wn By _ F- rte— - Calc0sted Fie Flow 20 psi a !0842 gpfn T plisse� ��- C,ompuier Flie 2350 CS Z.? "ire Flow REV ,f 11/10/04 8:50 AM . : -_' CS23 , ,.1�•'i' :.. .;:,,. .�-.k'" r.:'� v i`: , 4' °A4 �S:. g.�S6'JeFY'.,:k1F.iti J... >%eu'ti u.,..h1 n_., ; tau , '' x A. c• PKK Fr �lrchitecf<ure l 'd r, e t qy1 p'T M Y, _,. SSSS .. .�'�1!'k::�W' '1`.:n,• '' : - WOW yt .I i I 1.1 t r t , It 1 Y, + i i> ,-1 i t '1, P I 1 t I• ( & fr, C3: ry r I, it u r i t U , t. r i 1 r.,t. I i li r I ,I ,j Ulf !s ra I >1 I; .e t ij,l i. ;il, 111 fl 1 i II Ilt, I , r [ll I I ( i �. ,:�I f l✓ -i ( i i,j,l i. .Y.,I . .l ! i .lt I .��::li, ��II I,.. Cllr It Ii i I li - �. I Ilii P I. �I i,- P i I ry l " I i 1 i IQ 11 1A i;J t+4 � Ia 17 1'r4 10 a'�0 Ali 22 21:3 24 25 20 27 �"� 20 � C 1a rRF`w i laT : t , y , 7Wt' Fd .,.........�w..:�:....:e ,.....:.+,.••.�.+.+rwa•.s••iw.::...+.+w...,asiu_h..,.,.•.;�+•....w ... ... - 1Y DRAINAGE I"IXI-URE UNITS OCCUPANCY PANC'Y LOAD CALCULATIONS a� --_- ._._. �.__...�_._... - � NOT TO SCALk NOT TO SCA.L.f t`• f'IiQr UFS « t• (D a tit�7 linl�arnn Plumbing Cad*, rslbl�Y 7.3 _-�.. .- __.._._.._ OAK TREE N APARTMENTS OCCUPANCY LOAD CALL'ULATIC �U9LUf1�(i D �TAIRWAI� Paul Franks Architecture Pro ect No. 2350 1 �Bull ding Units 1 BD t BA2 i3rJ 1 t3A--1 7 BD 2 BA 3 6D ? BA Total lDrainage OCCUPARCY LOA_D_CALCULATIONS ��_ � �,��-!__.r __ U�iir, Total Florae tea i1 � Ooc. k=eel L1�ccu��rt TOTAL Exits Steinway Width Other Egress^,�inpur►ertts Li 0.2 t 9y7 Latest C xacePer Chyp . gon 'Jnitm Nuilekn cxr� (.ode ttprdate 9/18/04 Tytkt incl. party wail factor L.060 OccuWit Required UBC table 10-B UBC table 1 U-9 A @ ( D . t$ 6 8 -_ a _.r_. FitrUnits Ptar 10 Ureext. will, deck, Table 10-A mored 0.3 Building _. A _ -.-- dwellin s.f. /occ, ir►i:hes ; occ inches , 0%XDFU / UNIr _ 12.0 DFU _12>l? C*U 18.0 DFIJ _ 18.0 DFU UBC 1003.1 Number of t.xlts: Every truckling or usalAo ptxtron thereof shall ha%a at least a►x � F TC!'TAL __. 72. OF 1 _10 DFU 4 0 DF _ Q,(,- DF 2 4. F ' exit, not less than two exits whore rewired by Table 10-A and additional exits as required t; --•--- � f"' this section. 13aserients shall be provided with o�xits as required tot states. A $26 sf apartment 200 sf 4.2 occ -_. __ ------ -- - -- 81 1028 sf apartment 200 st 5.2 occ U ` Building --r 24 6 �I 12 _ 6 0 NotYss: Y i 12.0 DFU t Decks ;mnd Balcr�r; areas are included ui occupant loading (UBC 1003.2.2.2.4) D1 1028 sf apartment 200 �sf 5.2 occ � DEL : l,eNf�T _l�.0 DFU�.. 118.0 DFU 18.G DFL .,_ r --�_ .- T 2 0 DFU 194.0 SFU f 108.0 DFU 0.0 DFU 324.0 DFU B 1 _ 1 J2�sf apartment _20U sf S.2 occ TCfI!►.L CrF+J _ -� » 7 _ ,_ 2 Exits: Apartments: 2 ex1t5 rrcla�lred nhiera occupant food is at least 10 _.. .._.__..` _� J Total Oce Load to Corrtnw)n Exit wdy at each flor-fr level 20 a.:c t� 6 rn, - -___.____._______«_._„^� __• 3 Ucct�►arnt It►nid Maar based upon fable i r=-A (tern i 5 Hotels and Apartments: 2U0 t+.f, per ocr:upant. .r � Building 24 ~� 10 _9_.,. _.. 3 _ _ 2 UNIT TYPES _ 13UIL DiNG D STAIRWAY 2 DFIJ / UNIT 12.0 DFU 12.0 GFU 19,0 DFU 18.0 DFU _ Total Floor Area al Fk)"� TOTAL DFU � � 120.0 DFLi 108.0 DFU y54.0 DFU 36.0 DFU -." x,,318.00 DFU Unit inial. Ext. wall, Ott.. t,aaci (X.cupwz; ( Exits Unit Total Fk3c�r area lies Circ. load Orcupari? TOTAL_ Cxits Steinway Width Other Egress Components � -' _� _� ,__ ,• _�____r„,_ ____�,�_. _., _..r__._. Type `�pvYrxed deck Lisa factor l.�olad Required T YT•e incl. party wail! factor I.aed Cr�cur�rtt keauir2ti USC table 10-i� USC table 10-B V Building Q 18 0 12 '1--- � 3Table 10-A ext dwelling Sable occ. inches I�vxi 0.3 G.2 � _ 17.0 DFU 12, DF f �i$.fl DFU 18.0 DFU DFU / UNI f _ ._.. _ _ sf. ! occ. inches / occ inches / occ � � T TAL DFS F_ __ 0.0 DF 1�i4.4 pFU 54 0 DFIJ �4.0 Dr 2 2.0 DFU 826 sf armtl i E t 200 sf 4.2 occ 1 F' `-" " D 1241 sf apartment 20c3Yaec _� B I 1028 st hP3rtr dP.t 200 sf S. occ 1 81 1028 sf a itmertt 200 Sf S _._ _�. .2 occ - I Building E � _ 24 12 Q a 6 B2 1019 st �apartmeni 200 sf 5.1 ace t DFU / UNT1- M _ 12.0 DFU _ '12..0 13FU 18.0 DFU 18.0 DFU T 1 114 st apar,mens 200 st :`.6 occ 1 Total Occupancy Load to fiorrirnon Exit way each ftor(ave! 12 ore 2 4 in. 2 uta TOTAL DFU w_ _ 144.0 DFU Q,0 DFU 108.E QI=U. _ 1�}ES.0 DFU 3 0.0 DFL' f j X 1241 sf a ";trnent 200 sf Mill-( 3 xc 1 Building CLl1�1H1]USt= F BUILDING A STAIRWAY I .y � BUILDING E STAIRWAY 1 .-.- 16.0 DFU -,"� - - - .•-r�, •• Unit Totai '=1oor Area U-0.4 OCC kid Occupant Tt1'TAL Exits Stairvay Width Other EgressCciimpaorients Paul Frank& Archit�..t'"iiure LTC AL+DFFI! __._.. -------� Unit Total Hr.,o; Area Use Oix- . knd Occupant J0TAI. Exits Stairway Width OtheYr cgretsss Coroponents Type incl, party wail factor Load Occupant Required UBC table 10-8 IJBC t.arle 10-8 :ice 1 08t A,reriwe NE incl. Darty wall factor Lard Occupett RYequired UBC table 10-8 TIBC table 10-B ext. wali, deck, able 10-A land 0.3 0.2 Suite 222 Building GARAGE C _ ---- ext. wail, deck, Table 10-A lAed x3,3 0.2 �lievue, washingtor.W)OA-78+3 9 r TOTAL DFU _ __�� 1„r _„ ?.0 DFU dwYall;n s f, i oce. NFL dv►elli s.f. / occ. inches / occ inches/ occ -- inches / exc incites 1 occ � '�"�"�"' Telephone 4?_5.803.0792 ;.'r 1546.0 DFL? - Fax 4 Tt^,TAL Yrs, 7 ,0$ _ f 77117- l�ICM t`LQOk ,r .___ 1 i 14 s. apartment 200 sf S.G occ �'"' 25.80.1 OFl34 Bath Kitchawi Laundr A 8?6 sf rap;rYment -- 2.00 sf 4.2 occ r-- �� C I 1114 sf apartment 2.00 sf S.6 occ y A 826 sf apartment 200 sf 4.2 occ --••-- «-----T----------- D�w��(� A 826 st apartment ?CO sf 'i.2 ace Iul) i Shower WC�reevitytnnk Lavatory �Sarvioe Sink Kit. Sink of kit. Sink) C1oitioa Wet;tier 'TOT AL DPP C 1 1 14 sf apartment 700 sf 5.6 occ: �:__.l 825 sf apartment 200 sf 4.2 oc(: _ 82 10 t 9 sf _ apartment 2010 Sf S.1 occ Total Ciccu�e Lcurd to Cort�r�xm E.xitwa r�c�t each fkooi level 20 txc 2 6 in. 4 n- 2.11 DFU 3.0 DFU 1.0 DFU 3.0 DFU 0.0 DFU 3.4 DFU 1'l.(1 DFU Total OLcuoaricy Load to Common Fxit way at each floor level 20 occ 2 6 in! 4 in. r `� i A 1 @I) 7 BA . Et 2 BD 1 SA 2.0 DFU 3,0 DFU 1.0 DFU 3A DFU 0.0 DFU 3.0 DFU ' 2.0 VU BUILDING A STAIRWAY 2 BUIL-DING E STAIRWAY _ DFU DFU 3.0 DFU 18.0 LFIJ -�-" E C 2 F)U 2 VA 4.0 DFU 6,0 DFU 2.0 DFL, 3.0 DFU 0.0 Unit Total Floor Area T Use Oct_ loud Occupant TOTAL. Exits Stairway Width Other Egress Components Uri;t Total Floo- Area Uri Orc. load Occupant TOTAL. Exit,F Stairway Widthh Otthherr E_g�ress Components i incl. partwall factor Load Urr:-nent Required IJBC table 10-B UBC table 10-6 q !7 3&D 2_t3A 4.0 DFU 6.0 DFU 2.0 DFU 3.0 DFU 0.0 DFU 3.0 DFU 18.0 DFU T}.i. t, incl. party wall factor i��ed Ckcupart Required L'E3C table 10-@ ! UBC table 1Ll-B ext. +rMail, deck, Table 10-A LcW4 0 3 0.2 n BELL UE, :;LUBHOUSE F 8.0 DFU 2.0 DFU 3.0 DFU 3.0 DFU 0.0 DFIJ 16.0 DFU -- C,ARAr.�E(3 t.0 DFU 2.0 DFU ext. wall, deck, Table 1U-A L;t�eti 0.3 0.2 dwellin s.f. I occ. inches / occ inches / occ �,, WASHINGTON ._ _-_ dwellings.f, i occ. inches / citta. iriches / occ EACH FLOOR � ._._.___ �` 2265 NOT F: FIXTURE UNITS BASED UPON"PRIVATE"-3 rx rnorb car+vAilii�s EACH FLOOR -__ D 1241 sf apartment 200 sf T 6.3 cxc�� F31 1028 sf Mrt ment 200 sf 5.2 occ ?2r; sf 3 rtment 200 sf I r r�cc �, �F 1019 s` _ rrtent200 sf 5.1 occ paA � 82.6 �f apartment 200 sf 4.Z occ Tota; CkcuGancy Load to Commhn_Exri wig et each floor level 11 occ 2 3 in. 1 in. A i CLE sf apartment 200 sf 4.2 occ Total Qccuga Load, Cornmvn Exitway at each floor level 21 occ ? 6 in. 4 in. Vj WATERUPPL_Y EITUE UNITS BUILDING _� STAIRWAY Unit Total Floor' Area Use Occ. load Occupant TOTAL Exits Stairway Width Other Egress Components 2 - Type incl. party wall factor L;.Qd OccurAnt Required UBC table 10-B UBC table 10--B J NOT TO SCALE I 1 exp. wall, neck, �`aule i 0•A l_ciraid 0.2 `'� dwellin 5.f. / (cc. irxhes i OCC inches i occ - J--..--- A 62-6 sf apartment 200 sf 4 2 occ - � N _ - A 87o sf apartment 20U sf 4.2 Y3Cc 1 INTER LIGHT & VENTILATiON CALCULATIONS 11-7i it r � t"` is(WOF� en' 19bi Unlrortn Plumbing Cada, Table 6-fi C G 6 ,(� 14 sf apartment 200 st eac:c "PROPJS D Total 'Water B2 +(-19 sf a a nient 200 rr 5.1 occ ________� ____^__�� NOT TO SCALE l -- T. DWEL'ING ( Supuy Tata Ucr upartcY Load to�;omron Exit waX at each floor levee! 20 occ 2 6 in 4 �� E G UNITS I Building , Units 1 BD 1 BA 2 BD 1 BA 2 @D c"". 43A 3 BD 2 !3A Nose Bibb Fixture Units --�-- - A B C +7 _- BUILDING 8 _ STAIR1J1!AY 2 �� Building A '$ 6 9 3 C � ...�,__..�� _------_ ��..,_.�._.___,....__....._.....�._�._,_._ ,_,..� �� U;,it. Total Fic�or Area lNge ac.c ived C)ccupar�t 117TAL F alts Stair�+vay Width Other I Gress C ornprxient> WSFU / UNIT 11.0 wsfu _.. 11.0 wsfu 17.5 wsfu 17.5 wsfu 2.5 -wsfu Type l party Wali s '�a:1 �1'cr,:.tparet �,C[+uirePGY UBC taUle i0-B UBC t�ihlYe 1fl-A INTERIOR LIGHT' Y� VENTILATION L.atest update 9/16/04 6:00 AM � � e nci, rCtUor r 66. wsfu __99,0 wsfu 52.5 wsfu 0.0 wsfu 2.5 wsfu 220.0 wsfu ; Table 0-A Loud 0.3 () ext. wall, deck, 1 • i � :iwellirtg s.f. i occ. inches / occ irx•=yrs , occ LIGHT: (',alcviation per UBC ;;era. 1 cG3.2 : Guest rcxarr� and habitable roams within a dwelling unit s�ael be provided with natural (,n b"t:li,iing 7,, B 2 4 6 12 £i 0 ,� '�"'""""" l!ght... not less than 1/10 (10%) of the livor area of such rooms. 0 ..._,.-_.(....�._�..� EACH FLOOR _ � so WSFU / UNIT i 1.O wsfu 1 1.0 vtisfu 17.:, wsfu 17.5 wsfu %.5 wsfu ----� E:;CEPTION Kitchens in Group R Ckcupancies may be provided with artifical light '^ B 1 1028 si apartment 200 s! S. occ VENTILATION: Caicutation per UBC sec. 1203,3, and 12,)2.2.4 TOTAL WSFIJ 6C.0 vesfu 1 '",0 wsfuu 10S.G w3fu _0.0siesta � M�t 5 wsfu 3�5�.'� r�d7u 8? 1028 si apa►trrnent l0U sf 5.2 occ �. a... _ _ C 1 1 14 sf ar�ertrnent 200 sf 5 6 occ Wllr�iMum riC, free openabir area to the exterior shalt be 1120 (5%) of the floor area. � ,rluilding _ C 24 10 9 3 2 _ _f _ _ _ B2 7(119 sf a�,artrt►frnt 200 s 5,' occ tEaift' TXPE A WSFU / UNIT 11.0 wsfu 11.0 wsfu 17.5 wsfu 17.5 wsfu .5 v='sfu Total 0-cunc-y Load to Common Exit Wily at each level _ 22 occ l _ '" ' - ��-� �' 0 .._. i in 4 in. A_ RE UIRCU__ T Al.1Kc 1 1 waY.l�- .0 w:wfu X2.5 wsfu 35.0 vista 7.S W01,� 239 ii wsftw5ft'. i Ic l Glazed Operable Operiir�s MItiIMUr�I i�RiJPGSE.D �_,........._._ .. F;rx;rn F o, Area Glazing Arrea� Vent Aria r�{ezed A,Aa Vent tr�a y �l)fLI�IN� C STAIRWAY 1 _.....� Bulldlrtp _ D_s 1 8 0 -�•_ � 12� 3 3 or Area iwrRf. t�axoti Area Vent Area: 10% i►t Flcaor .Area 59!� of Flrxx Area Masts viae Maiet9 Lexie WSFU / UNIT _ 1 1.0 wslY.Y 1 1.0 wsfu 17.5 wsfu ?.a wsfu 2.5 wsfv� Umt. Total Fioor Area Use Orr_. bacl OCCLIf Yf A TOTAL. e=xits i Stairway Width Cather Egress Components Bedroom 1 1 bg sf , N 25.0 R 8.1 ft I TOT AL I,15FU 0,O wsf --132" ,0 wsfu 52.5 wsfu 52 5 wsfu 2.1 wsfu 239 a wsfu Type incl. party wall fac.tcr Load Occt�int Required! IJBC table 10-0 UBC table 10-8 � v _� ext, wall, :neck. Table 1 U;_A Load 0.3 0.1 -___. 25.0 ft 8.1 ft i 3.8 h 7.4 ft TRUE TRUE �, 3. T � 87 9f Building E �. 04 12 0 6 6 dy�rellin S.f. / occ. inchet i occ " irukies i ccs Kitchen 87. sf :� ?5.0 ft 8.i ft (•� .lf� 'WSVU / UNi•f 't 1,0 'A'Afrt 11.0 wsfu 17.5 wsfu 17.5 wstu _. 2.5 ws`u _, ,> AGR 5 1 Y, : r5 } ,� .,..�s 1 t► 44. wsfu 1 .'�f,... ,.. .,._. (lining AL W _1 wsfu X1.0 vi+tfu 1 "a.0 wsfu 05.0 wsf._„ u 2.5 ws a. S__ -:� °2 fi sf apartment Z tilti 1.2 nt c � 172 .3 ft 3.1 ft Living_.._. �.... _..._�.. _ ! P I or C F IN st a¢�airtrr>ant 20(' sf S.2 ucc + ,_34{? sf 58.3 i 21.2 ft 3 __. ._.._.. Building CLlIlltt+UE F 81 1028 sf apartment 200 �..��_.__� 4,0 R 17.0 ft TRUE L TRUE TOTAL WSFU _ 10.0 � fu _ 2.0 �Mu 3.0 wsfu 1."i wsfu 1.5 wsfu 18. 4vllftj B2 1 U 1 a ftrta'rnt 2 0 sf a.1 occ L ..i, 0 per imd Estlt at.,e 30 hawk co-,-t.Ing at any Arte tkrtri C 1? w�, Totwi c Lj)ed tri Common i~xlt wa at each floor!r el 21 occ 2 �f In 4 in WT TYKE ® _ G&W& able OWtingx .� R�UIRED 1 iViMUM _ PRON�JSE'n r� �^ TUBAL ' N!5,. 1013 � �lA�lt __. ..�.__ ._�____,_.�.� _ . � � �_ Gl�i�tn Arsa �Vc�t Aree Glaxad Areo Vr�nt Arra BUILDING ""'- Roar, Floex Area _ g A 826 sF aprrtrrtelrt. 2!30 sf 4.2 ocr �'� .« r y .... Iii th KitCiteri aurid Ot11Ysr �' 877 .f apartment 200 3f 4.4 oce of Area Ref. TpszYsd Area 1`erit Area 10% r,f Flora Asea `% of Fikxsr Ai-ea Maisie Code MYseU diode OCCUPANCY ka<n.7 .._ __... _... .. - _ _^«....."�' ".�`_"' rrrr,a, ._ k>, r 10c.6 sf iRyartrriel�t 200 sf 5.c occ Bedtoem 1 ^2 d........., tJ .r 1X" t� 1r F ,x i 1 �•.. r , 4 s9 A 25.0 ®.1 ft 12.3 _ 6.7. TRUE TRUE TRUE T�tb I Shot WC avtty tank Lacy Servk�Sink Klt Funk Dk Ttwatsher y:r in Hoag Bibb TOTAL.N►5FU B2 t 'r sf a tment ,200 sf .t draiest 2x 1" a ,_,, tt 2 TRUE i_�JAG1► r �� ~ ��__ , . , occ .-,__...___. _. ...� � LIGHT �71"� T �, s3 . �' A 250 ft ft IN 41. 3.5 "Wieu 2.5 w9fu i it WsfL Kitchwf 8.1 3.5 wsfij 2.5 wstu 10"s WOU 1.0 w9fu 10 wsfu 2:5 V"fu 11.0 w%ft 1 .3 TE R I O _ (; 7.0 wsfu 5.0 wsfu l.0 wsfu 1.0 waft° t,0 wsfu 2.5 wsfu 1'T.5 wsfs. Living i sf Sia 3 .3 h u A 7,0 waifu 5.0 wsfu 1.7 tKstu 1,0 wsfu 1.0 wsfu ?.5 wsfu i 7.5 waft BML rII�IG C ST AIRW;4Y 2 r._...,_, _._... sf R 1. rx w ..., �. ,.�[ a 18.1 ft TRUE TRUE rel �"rILATIQN lor iHt ► 1 wsfu -.L.Q_w,, i, ,, Q atia t. wssrfu 1. wsfu 10�U wsf Unit 1 otal I'Ioor ,area Wl,! C1cr. lead TOTAL Exits Stairway VYid'►� Kliher L�i�s Ccxnpxents MQ7E F1XTlIRE lXifT9 BASED 111 "flEifliATE"3 or metre dweMktpa° Tyfr' incl. parley well i fortor Land Ckctlparrt. Required lili^ tablas 10-t3 ; I;BC table 10-B � T•1,� � _ CALCULATIONS IONS I eek 1 i -,'� Lrtt+lf 0.3 0.2 ..� ._._�. r. ._ T._...__..___.-.�_ . _ _ _c__ tiln 4Y .rhe lies fiRdP SEG " I ext. wa I, deck, i Jpar Openiri R,EC_„ IFtE1NIMUM �-f�^ __. •.'r. rear `� Ai1 ._ ...._. 0 y. i !1 Dlete 9/1//1/T�:27 PM Glazed Area Yost Aree t `Y ♦`Yana �:.a •. , : �'�, I. 1Cllli'4 Oct,oCt: inches _ (;IYbss Ares�. �•1Z-:,'� � .t a �,, i = :�.�r. l. ,,` �+,. dwpllii, Blatt / •°;,,,, / R4�cN`n F oc7�r Ares _ n�7 ' 1 occ. Revisiom �_rrw�r V Argo 10% of Flow Area % of FI Alga as mmo Code Meats Code x ii • 3 A F ... Ara �.......�" ...�.�.._. f, CBaxad Area ant I' cl Il q ��T• ,.>". _ F ?'RUE " °=Y,• tix: r. 17,510 _ 14." ft 7 1 ft TRUE r / A 826 of a tment 200 sf' 4,2 lac_ 143 of A ft 8.1 It ! r:,,,• � �Y4.�f� -�� ; .� r x �,n � BRriYram 1 .._..�•_ L _ a r r, {} 7 t r x. 1 � TRUE 4 i k.,. , �� ` , a�r .,° 1 ti ,x l',, !� 82G sf R Zrnent 2s3U sf 2 osc A 25.0 h 8.1 tt10.f ft- 5.3 rZUE • ' I ,, Ems► 8adrtwrn Z, _..Ia gt ..__ :� , is , h •,:4 . {.it d ;,t'. �..,._.,,�.. �..,.,.«...,.,_.,• ...._....,...... ...._.r...._..._..,._,. -- _` C 1114 sf apartment 200 sf Safi occ Kitclion 87 if n i ,YY,r y 62 1 1 f aV Alrtfll! 0 Sf S.1 t>YC'� ,.__. .,_ ._.� ,__.�. ._._.._ Gyri#n 138 of A 2.,A It 8 s r' � , Tota! l.e�d to ConxrKxt Exit wn at Bch fktor level 2 occ 2 fi In »_.__._.._A. 4 In iavinp 1 3 sf 3.3 ft , 1 `• {� r �,R t'. ' 4 54, 4 s 5 �` __-_. . 3 sof __,... z8•3 r,____.•?'21x2 ft 36-_8 ft _._ 18.4 n _. TRUE TRUE _ �._ ._ _ I ;stet � ,,,., '" ,. ,• ,,> ,• , , r. ., ;,. ,;. .i. _; � ,; ,.aro,. _s ? t .. : 4 , , k. ,. ,, .' iK` � ., , :�...,.._...,_ .:...,._ ,R1 ,'111 , , 5 r n _R,E kFD I+1rMiM > � , ,•. t ,� �, , ,, , , . . t�a>r¢e a c�err,�l� � . ... v t __.. ki �Arar MI sant Area nr69 V A Area Yet .; Glezed "cttr;,it `I'XN' riga _- ,..• 1'i�laz ares V ryof Area 1 1 ArRai % of Ai R M is Code Meets cock. c X or ArmIce(. � Gazed '�50 l;5 3 1 s?ccLoed(7ei1 g L' 7 , h1, c�orri i 2 sf A 25,0 ft �.1 tt 1 .9 fr ft _ TRUE .. ,�. TRUE 9/?7/04 1 2 PM =` a TRE "' . .. _ ..heart 25.01t 8. it 11,�R TRUE F A3 TRUE -- 2 117 of A x.r.0 ft 6.1 ft 11.7 R R M E KNtchr► A8 Sf flkdng 90 of A 25.0 ft 8.1 ft CO3 LKin9 § 11 1 ° 2 R t ft TRU P-n1'M'r�x zona Patti Franks ArcititYnctun i .f. L. ;711 l Ii.i rr,.•�Y , . ' i ' I 't � i IP „ r 4 s ' R 217 _A2.110 r r aa.s Tf � H 7 if3 30 k ` u , w tf !' fiz ' Y 1(rx, x 4 �1 x4 anal0 f _ ,1 .. , ,. v- , M' .. I i'luw'Y+ :I t k'.:' f .;. "._."v':"::+wl er..,r.,.._.d..K,. ...k�..d..•:4-..:.'.r,ai .w:,+•++:-a..w:..Li:wnsra...+,,+a++.W..w_.a.«.i,.oi+c.,.awu.wa:..oW..:.a:..+a'+...+b.:.,:.�.+.c.�umw .aawirus.rw..�W.rl��kW. �+' ` - AY tfw,ellltlf{unlet( are u,b)t>,ct t�cwripliance with the 1988 collas) Fair Housing Act Ind the 1998 SLatJ of rJrega. Str( -etira) Spectaity' Cods based upon the I Q i 1 U(7iforrn "ding Coda. Kater to t,43C sec tlQfr 1 1'1"welling Units .. GRAB BARS SATh",118",118 W/ 7. EJCIElt�t bt.C.�.>SSMt�.EiS.r11TE 131E'T)aA1r'EL• �` - ei.otacwc43 s> SHOWER .At least ona accessible route shall piovided within, (hb �-vindary of the site from public transpayatwn stops: acceesibte parking 3-6 FGR FLrtURE ratAB OVERHEAD - �� MIN s NAPS At FFC - INSTALL tx BLa(KxIG(3 mss) spec:'es, Masson ai k4din and dr )off zcwt ts, and ablic streets or s:dewaiks to an accessible entr (UdC 1103 Whmn rrxxe that► UJ 41. 4 4'r MIN. I 0' S> ^ 'E - FOR FUTURE GPAb SAa..AT lar: one twilding a tt,ciity*located on a sits, at lelist oiie j,cessitle rcvAe shall be provided betww accessible bull,iings and accessible �„ _ ao 8^(H ONLY SHOWER ,►cc�U&E&AtH osier p 9 1 site fncilitlea. The accessible routs avail be ti-le rrxsr ixrai.lical d1re,� t ,c1u'.r, avtOn r+.ces,slble tlualdin tarttnas, accessible arta facilities � . . . . . ,d� and iiia accetwible entry to the alto. Arl arccaasrblp tuFzte shall be 36" mlr►irnurn clear width and 80" mnurturrt clear heist (UBC - 1 109.4.1 and 1 109.4.'?) Stairs ahiel' not Fla par' of an accessible routs ,UBC 1 109 4.5) s r �. �.. . x . . _ . . _ f Maximum slope ' vr,►-tical to 12 horizontal (8.33%s4pe). Maximum slopes of adJoining gutters and road surface immediately adjacent (� h to the curb rnr-t,r or arc,as.It,!r route shall not emceed 1 unit t-emcai In 20 units itonzontal (5% slope) (UBC 1103.2.2.1). 36" rninintum W 0 - width eaclusivv of roi?iii ad sire slories es, (USC 1103.2.2.2) Side slop1 vertical to 12 horizontal ntaxirmim. (UBC '1103.2.2.3) ONl Y AT %.„)MMON USECttA 3. MAGE AND CARPORT PARKML � ,1 �•t--��a`1 'N(he�e dlffererlt types of patlring spaces (I.e., aper•',, carport, t,�arage) are provided iiia covered multifamily dweiiings, ?. FAt.ILiTY rI~�r I- I��,�.I_. �H� 5'M �it �Y f ., . , � '. BA'I'HTI1B WI GRAB BACKING GRAB I3�,CKING LCK'AT'.C)N percent ar each type space shall be sdaptablw_ (l;t3e; 1 !04 3) � TYPIC AL, HANhIC_,�,I' 1 YPIC Ar �R U 'LE;ARANCE:S Ca' SVA'I`ER CLOSE'I' /'r LOCATION C) HC' ACCESSIBLE BATH ONLY � (a) H(� ACCESSIBLE Mom ONLY ExCeptions: Van assessable parking spaces not(7 not comply with Section 1109.9,9. (UBC 1104,3) C ...� p .:r 2 �---- —” � �'�� C43P Exception ?. �.,arage doorsto accessible parking spares need not comply Anth Section 1109.9.9. (LAC 1104.3) PAWJN H.C. aczess,bid pat+clny spares' 9' wide with 6 ' acetas aisist; (UBC 1104.1 and ORS 447.233(2)a) 1-25 parking spaces ; 1 FIC space 26-50 pat king spaces ; L HC spaces 51 to 75 psrlung spaces ; 3 K sp(Mc" 76 to 100park!rg spaces ; 4 HC e()ac�eas REMOVABLE CABINETRY _ _ - COUNTER TOP d BACKF.PtASH 101 to 150,parking spaces ; 5 HC spac•t:� Paul Frank* ArChltabcture (TO" MIN. WIDTH) - 151 to 200 pailong spaces ; 6 HC spa;:*% 3W5 .),8th Aven,,la ^j F:A FUTURE. _ _ 201 to 300 parking spaces ; 7 VIC spaces Swth ?22 p,lllo�un INaarlr,9lan W04 7611 I HANDICAPM -- - 301 ca 400 tsarktng xpacers ; 8 HC sf aces ACCE.W8•LILTY ( SINK 401 to 500 parking spaces ; 9 HC spaces Ysieephone 425 803 0792 _ I Van 1l. . accessible parking spaces: 9' wide with 8 ' scr.ess aisle; 1 Ir. revery 8 KC accessible spaces, but not less than one. (1.160 Fax 425 803(Y634 _-_�--- '-- INSULATE ALL EXPOSED 1 10.4.1 and ORS 447.233(2)b) PIPING (FUTURE) MIN. �, ,r ----- FUTL'Ri ADAPTABLE HANDICAP /q ACCESSIBLE KNEE SPACENQIE : HANDICAP CODE DIAGRAM! IS REPRESENTATIONAL IN `" . MI % 6„ THIS PARTICULAR FLOOR PLAN AND APPLIES TO ALL HANDICAP � �N, i PROJECT. IP - ' ADAPTABLE DWELLING UNITS WITHIN THISe LLE E. WASHINGTON 2266 1 Aoreq.st*lv4v.IAOC I 1 10 1) W.,.nu-1h controh - JtUfigb di✓i YhOM11(t wlthM,an drl.11liJllk• ,M Ilpell 9K1e O�• 00 L ne we"" ed:,ot cm optr wall IUBr 11x79.10,541 �__ 111 / UBC 1 109.1,'ne%pectal i*-fNu„enwtitsl F FIJ'Tt1RE (NOT FOR CONSTRIilCTION) H.C. AICA M"ABLE LAVATORY CABINET' Cn " I''(1'° " ." • " •• • ' 4f' (1 , " {y "pa141b1 MppfOaCh " t, • 49' ,MGCX)f, ,dth ,' 6 Clea, 6 . 1.....• f " .� •.t lewtory(INiC ,1�b •►.2 i • 1 It, Clea, " t F ' ' aCrt�f i0' , In' (1 tD1 eoptan b) " 1:4 9 I space on push ,-� 11 (`Q�1' (1N( 1110.�ztt) rh.,!.P.,, `J .. . . . . • M� • s,de of door `r" , •to" at(etc hen+,nk • w;th htct 6 i 1 �� • • a (UBC I I10,S! 2) N SDI AP A=—SIBI REQLMUE J:,3�'. . cloned; (USCNolm11ely 32' c. A F•-i • , , 3 ; (116C 1110.4.2.3 rAt]19pJ S PI.Kr KIAPTAW- 1 1136 (In handicap adaptable citnreildng0 units); _ . . . . . . . . .+. . . . . . • . . . ) G CZ (1 W,ATE[t'CI a.T- H.C./wLbAPrTAEILF(LOC '1110.8.4.1.2) �� '�. «1 V cd (1) Comply with the clearance req+uir r--rrtarits of UBC 11 10.6.4.1.2 and 1 1 i 0 Fi.4.2.2. �� ` C11 ' N C (?) 18" Iatsral distance an one aisle and size less than 1 S" on [hoz other lids. (UBC 11CIti,.a.1.?) '' .� (3) A vAirllty or In shall Fir mounted with the nm or cowiter surface nes higher than 34" A.F.F (UBC: 1 109.10.7.2.) �"1 --- �� tito,.q„Ytx Iv,nl1 UR(: 1 1 10.3 Cano (4) Grab bar strictural rainto,carn,ant required At fIC arfirtable, fixtures for FLM.IRF grsb bar Irlotad2ettiu°, per L1B;C: tit«.rte nita shetrnq Whin„n Nd�ttahle 11 10.6.3. Structural bricking 4hetil be p!ovided for prah`:ars on the wail at ate side and a the back of the water d'Aa tol utnl f,e'a n,„ conirAy with � � g E closet, r �' closet• The t ,f ah bare 3heli ire not Ies3 than 33" and not more thee. 36" above and parallel ro the floor, Crsb uuc 11oy ,r ,penal la( noylMenlent+, < 16- (J I bars located at the side of the water closet 1 will be to min. of 42" in !"- , anJ(ocated rx)t moria than 1 " from the � so real tN1d1 and extrna at leer,,, 54" from the rear of tits waif. Grab bars located at the back of the rater closet sisal! be a �, 10 min. of 36" in length and serail extend at least 17" beyond this center of the water ci(xsot t(i(dv>irds :he openside. !t16C ICU C: `' 1109.10.5.3) a � I Alarms'((@1C 1110.10 LA4AT10RY -H.C, accessible controls, ail oitrs. )4.4nches maximum •im height. Clear Hoot space 30-inches wkirs by A„mole tae•,iarrrer slmn ht r„nA11M1. �" 48-inches rein. Jnar floor spiFce positioned for par;wllell alpproarh shall be provided per UBC 11 10.6. 3.1_.1. Faucet Vivistl awrnot r,e not veQuitea w,th,n o� control he+ndlm shall hove controls and ope,ratin(} mechanislm,s r mrable vtith onto hand and xhsk not require tight. (11WO „1`"'ns. grasping, pinching or t,.vistinq of than vwTist 0180 1 109 1 1.3.7'i Knorr cMarancr_ net less than 27-inches in heloo, end f° r 30-inches in weldth (taxi:. 1109.2.3,3), Lava 1 ,iii avail ae no hIj#iw this, 34 inches h0h. (UPC 1 110.6.4.2.I) "' lffT0 W S1Nrlt -ia.C. clrcessible contrrs per UBC 1110.3.1 ,r v. 4 MAniTUR 1Al'(T)f SSR OVE',R H.L. owcessible controls (UBC: 1 1 (i 6.4.1.3) Clogar floor spice's 30-Inches vAde by N T- , - - `.✓ 48-irrhes nolsitia nvi For parallel aptx coach shall be pro%*Jed adjacent tilt the bbthttib per Lor, 1 110.6.4.2.3 (1). The -- CIO edge rf the cleat fkxn- sps�ce oval! align with the control end of the bc'htub. (UBC 1110.6.4.7.3 (1 '0 SHMKR-14d:, A4CCES•SW 364riches x 36-Inches minod rn if it is the only batning fixture( ((UBC1 110.6.4.1-4) if s 0 -fah shower �s the or14y bathing fixture, the•,tall shower shall have+In'rilrtwrtsiats of ti" X 36" A dear ft(xx space of .,yt lows thein 30" > aF" rrt+!,rsured peipendic °br haat the face of the showwtMr sial)shop be pro%40ad• (USC 11 106.4.2.3 �' tn.= ch.rKle In Mev"1 }) V wAx.e rrt2rior rk+ck,path ur .` e (2' V DakrN+y�txrere m.ta,lM,r /� (� r f� w e lrrprt vt< n. I'�A N D I ., II a r instaft0on per UBC (IMC I 1 10 7 Tewopt,111) f--\ �Ap BAq.� 3tnact.nal rainfctr' �.int required at HC acleaptatii_ ftlrturas for FU URE grab ha p t=r ,111 6.3. ACCESSIBILITY �.�� 1~• - ' : REQUIREMENTS f. , ,, . ,� Q ►,1kWy E.rttglr Dain• at lit Floor H.C. Adeptat4Fs (?welling emits;handicap a:cossibla TYP. I-I,�tNi)IC'AP REI I�IREMENTS� hF4 �^+are and tftreahnlsJ REQINR!a(1)1iC 1110.4.1, 1109.9) 32 miriknum siren width U4ts a ' 1110.4.2.1) Threshold 1/2" max, "ght (UDC '1110.4.1.3) wlanwj,. Ing clearanceii rsWlriftd yam•asr,�AI�• 1i4"= " �j. c, by! iMC Sectksn 1109.9.3 are not requireci an the dwetlllnrg unit ski@ of the daze pet l.1IB! 1 1 ,.4.1 exrect curl. pate 9/16/04 7:28 AM AclSir rRx sR F#artr H:f� At ,t ad lie [ItivblllnrJ unitsl; hanchc eor-as is'ble _Rrsvistons + r, fad k x 31,15" N91f1. I S (�/t 1 aP ltzernvvtre RE 1t►tEfT(UHC '110.4 1. 1109,9) 32" Initthtttlrr, clear vwirN-h ('J13C 11 i Q,4.[.1) 7lv*,3ltnbrl 11/2" rrox. height (UBC 1 1 10.4.2.3) t+lenot.i A,ring,clesrancera roWired by UAC _.__ _ . I FAR 11 i Salctian 1109.9 3 are sat rarrltrirgd at 4nttri,+r r1w'4ilrtp urt('F dmv pw UBC 1110.447. t, t'.0' /' b 1 rio�na 1,10C: i 1 1 10,4.1.1 '.I.LAR W'r11. [)om n�a whail hs)m a clear opening of � � �L �^ 40 cto t _ _ R S`arl'Jsrd non•(OC rarce'�t4i.11e1 heldwsra. (LiO' r F',C. Aciiap+at4x(t f?t�rtiGng units; + 37.4whas rt�lrlltrtun TTteR clear of stwlll dclols slleeN be meeaterebo bta�ir ad**b>Ifpwil tkertr to raw Alt at f ., '{ ^I1?47 Sr1h'v R C 1110.4.2.' alt h:Y dorxaws s ? rrdnh ntlrrl r lair . .. , - i- ,.i E ' 4r. ' Cl_[AR f'� -�..�-w,. FLOOR _ 74 ....,.�".p bttl~oIren ttw fur of tht dose owl the%to with this CL W rJorx tpeln 80 sl4sgreles,, :1`1.604 �+ ' >� W 111:1 (LIPIC 11 101.4.2.1' 1 hresllald 3/4' frIMA. h t UM ' 0.4 7."I ex .tan 1 , rLoria , Fta!)it ih r)CLOW � A-, T �Pt" ) ¢ Ftp� ' � St'At'E CFi SIDE Afd'PRO �'�I W M*''"et nr N3 Ser,ti 110$,9.3 i,14 r11�t ,'rtelaiirad e:t other(c>rtha,r 'sv , .. _ PACE . SPACE ► � -AD(" -- f). fi. y t _ ver°`rrp clseetrs ratlu(rear±l by lJBf '" � Asx "KILL -- � ' Ex e)ptarin A ict+rrance of minter 1;4-lnr�t ±s pemdtlttstf. AC11 .. a � Q Acs R ,I them thea pr!rrrewKy entt}r door)dw+sMbtQ txHi rJaars near LIdC i s^O.A • ..._. L4 o� erg "PUSH S8L1e" - f r R ssslbls pelta 6+ -_- '°� `'�--- [1r�'a IiR 1AR FiOor H.C. Adapus.,.�• hwellinp ul,ios; 4twndrrd � _ • 4� 36" nikt. clear width I� tI[MARY ENTRY DOC.)R �►LL, AS ,« � nm-It'` rict:eetnlble+hardiware(l18C 1110.42 3 tither dlcorwAvs) 32" ;Ml iirtum doff vrrrlit i (LiOC, FORWARD FORWARD FORWARD 1 FPA(L _ - (1J 1 1 10.2.2) ,tom•Fb era Berges ,• ,l FLOOR n : SPA(t INT. A f 1 . Dol @ I St f L OOR 11't' ' ,t t) Plane+nnrrinp ctseeMrfas rlequMet9 by IJQC Section 11 i 9.3 ars•tt0? requheil At APPROACH APFNCI✓ACH APPROACH - - , -- 2350 GS._4_FK Acc e _ ''POLI. SinE" "F'IJSN:J[lE" "PUSH Slid" W *^" lnterlrr tSwalkrg unit dotxr4 Pa (illi 110.4.1. _ 7• 9/16/04 7:28 AM SL4D1�^!fi _ tw a .. FOLD I ,• `.9 ,(' � FORWARD SIhE Sheep C7 r�• P Claar,tr± s hMwAen r Mp base r.t+hinats, caren,tar taps, rllopliancom cc Yrslle 09--in kit chon work isr-wi shat' CSM*06.4 40�has minimum par URC 1 1 '0.5,1. M,ANELIVERING CLE';ARANC . ,.'• ,^.-' . .. In Mtsherte:with rctt,l►lter taps, rp�ller,cers a catslrtet~! Ictctrtsrd ort throwccxttlgtzcara 904", a3sar*nre betvtrarera sol ______...._._.. --�_----n Captrrlp --- cpW*q brats'r'sblnrlrts, ctminter tads, spplietes nctit-walk within thin kits hen wmk ares shall bo WrsCaa hrninirtum Ce? Pet,,Franks Arhkactctctura PW UPC 1110.5.1 � � p._......_....-._.___.,..�..._. C4asr flow upaica crlxlukad alt sink and e3eh +ix'(lnnce, 3(3 ktrFr+ss 1twlr4a by 4i3-Inrhess tfsels par(MIC 1110.5 ( 1) .a Moot Allillidilidift,i ,. wwrtmAXAMMLM v.'1^u'p1"-, ..aw.MM,hwr.n•r•.+.w'+...'+wwq Rrs'•.••...a.«._.... I .. r,'>f MIAMI '- il. E . 2 • 1 i r , 1 S. 141 • ,. .,I. 1. 1 .-} ,. „ ,0r. ..1 t' ii 1 1 1 r i' 'i, :) II -rs, �: ,:,: 1 • ',1 a 1, •, r r ,' 1 ,: 1l:. 1 - •t f. r t ) d i.. ,.. r ( ..t.. r l `i "i ;.i t e, ., J ti i:..t ., 1, ( ,illi i, , I dt ,, 1 7 t i 1 :. �•ij + , V i 1 E { 1 y ; '�' l I` � n�,h 1 i • t. oft PW 7 7 ei• �,-, _w .: -•. air ... .... ........ ._ ., .___..- -- __ .. ...__.-. ... _ .,n .......... Td _ - paw- ,. ; t z'v' - , r-, J��r i roti,;„ n:'•:'- ,;, i�' '' �:;s.r: ^r��,.", ,1 v, + r ,. RAI .- ., ,- - J , rpm FT417 1. r. e ^ 'ter 1 n Rr •.. SIR ,T7 t `, .''. . - .. _..,..,.., .... ,._,.,.,.._.,:.,...,_.Pan...._......_.......a...._..-...u,.. :.ar,....,..e. :,........a.^. •.....•... ..a.....:.»».,a.. - _ .: :::...:. . .,. »_.,__..,._... ._.... ....... ... ..,..,_... :».. ..._.-,...,_.._,,.air..,..... ......._...._. ._-._.._a-.._. -.. .. ........,-.. .. ... _. ... . ...... .. _ .... :.. .. .: .. .:. .;.- .__ -..._ ,..-J• _ .c. °. : .:- _.xa.. .: ..r....... .:.. ....-.., ,. t _: .. .. ,,. ,-. a. ..,. eY.suY,,a ;..�a err w_d+xW:.V:6.8�r.+...-..r..nLLr....e.+w.w...-.a.r..a..,. v 1 u.,, .a•. w.v+: i•ri.i- ..... ,,.. .. . .. .. ., ..•. ai fe 1. _. a. _ -,. _ .,-,,;ti• .r`_..-k:.. ' v.,.•Y..A .a^-Fi...-f...1.;;F-a.h,+ri. w.tinw,e.3iiY.YWYIetY+ei,.a+.YL4.,4w/n,.i...:.J,w...= t.a... ....w.rt.LLv w.w....r... ♦ .. ua JWiV +ur. u..an., .:i. '.W:.:- w+ .Y.. ,., :.3',..-.d:S:m+.i`vt...,..:,.:i. .. ,._,.,:.,e:..,..,_._:-. .. r.. c : :..:-:, -_.-... _, _ .,-..-.. .....,.,_,.-_-...,:.._...•.7ffi.,____..a.....,., u.k...,..a ....fir,.....t_5, .._..r_.....r-c..._ .. _..-L,t.> _.s -. ,♦ .n_s. - - i". ...r..rr.... ,.. _r•.,•.rr.• ,. . ......., ldFr NOTE - .wIMILI•Y.✓ rRY1WYatairld:•11 wYt.• alga LA.L IIII •.•r IA.• 1 1 irM MIT � U 11 CI r offw .r - - _ _ - - -^ - _ -• _ _ _ •_ _ _ _ _ _ _ _ -- _ _ _ _ _ _ _ _ _ _ _ _ � Clear Vk►i,r11 ,7 dangle per qty at Tigard 10 SPTE WORK___ i ASSUi4Li CENTER LINE Cif R.O.W. t;oacrate ':Idev.siV Refer to details 3, 4, 6,7,8-, &-9 / S.W. DURHAM ROAD � 21 At 05.2 _ . .__ 22 Painted Cromsovalk. Plater to detail 8/ 105.3 (ARTERiAI) ._..__..i _-..._. . .. .Y._-....__. •.__.._ ._..r___. _...__-.._..._....._._ .... .._...__ .._._ .._..-_--- -__••__-_-- __ -- -_...... ._-----•------_.. _ .. .._._ -�- 23 c.rrncrete driveway per Civil Drawings. r II Last-Irl'place concrxte stairway Yoth hanclralliny Icor "ry I Ralf 6 24 detail 10 / A1105.2 <� , u(b r,r• . 2; Extrudedconcrete detail 7 i A105,2 ' �i _ _ _ _ Y _ _ _ - _ _ _ _ _ _ - _ _ _ _ _ _ - - - - - - -- - - - _ _ - - - - ._ - - - - - - - - - - •- -- - - - - Pawntsid curb-Night rod, "NO PARKING ANE" .t" ........ I painted on the vertical and horizontal curfi surface per 5 26 / A105.3 • Al STAIRS � Concrete handicap accessible romp per notull 1 1 / 28 A 105.1 Nr Van parking space w/ 8' access sisio pe, oetail 5 i / ' ' ,•' , tr� X t --1(/A701SK'!V 29 Altii5.1 air 30' j -r"rr�- 0' ___ r 4UA.U.',' R _ \ / , X 35 R - 19.00' -- ._ ._ 40 Fi(, parking space w/ 6' occo,3s awl per detail 5 ; A105 _ r t - 1 31 Strndarc1 perldnq space per ? / A1U5.i � rr.�r>A. a a>.wa>_ � as rrww w r �,.�r. w .. ter' rrr,rr r � r �• A ANGLE � N 89"55'53" � ' •y rr _ -.rrr rn I r .r..-,_r wrw•u air_ �i�-w- .•r.,,r,-_Ar_.r..rrrl-•r.. •_wss-. -s ._ - ..._ ._. . -""�" I • r N 89'52'3' E l NOPERTY UNE ' - - - - - - - - - - - - - - - _ - - - - .. - - - r' t - - - = - - - - "- - - - - _ - - - - _ - -- - - - - - - - - - - - - - - - X`; -- - 'SL= 29.87' fi j� '� T h S ti� - ` \ ! 3�_ Campact parking specs per 1 / A105.1 c; l i + 40 fIIOHITCC,TUR,AL : N •-I `1259 S.FY 1 , /� +s ' s I 41 Central Ma Boxes. Rotor to Mill Box Plans A, Details h O r li til) 1r r J , h'�1 I -9 + _ ' _. I �r1jI , i I �J l�F ,�/ f' �� ` I /■X {i' Woad Trellis. _ ./ _ b s Refer to Building Flims I• ' 1 , 1` • P , X _ + •X \ Tr _ �-//' -_ _- 1 " , 4 NeV.' f6rlCe ---s - ! {4 Garbage compactor b recycllrg `.'-� , E1 r I ' ft " At�5.2 'r` toff X of, •X 1 „ r. ' Or1dCAvre X. l 1 4S Garbage Encicnture Paul Franke Archttocture Handicap accessible garage parking space. Refer to 3" 100th Avenue NE u cite 222 IL-Lr *. i. x 'f_--� i/ X 46 Buifdlnq Plaits [31Rilovue,Warhingtur�6iH0ps 78t;f 1 1 t _ ' I 47 Handicap accoesibl+t cmpf-r2 pofUnq space, -_ , i sF�Ac�* 1 48 Carport. Refer to A4G8. Telephone 425+303 0'9�' D �. 4b s.F.� 1 I ' 49 Retaining Wall per ci'AI Df avAngs Esu 425 803 0934 C nllne com pp � Xe•_ ._ 1 � 50 fire i)epartrrwnt Connection. Refer Co Building palms Finall paulf0inlotgw X. off ax ,.: GROUND FLOOR UNITS ( t f ,/ ' - J �! •�: , Z 1 IN TMS BUILDING ARE NOT r F.D.C. FIRE DEPARTMENT CONNEC'TiON ON AN HC ACCESSIBLE ROI►TF r{, __ � ..' �•.� ,. ,i �� { '� w r •; ,. �- I REFER TO BUIL'�tNG PLANS. 100' MAX. TO FIRE HYDRANT ,�� '�j� w„�� z rf /- rZ�� M,\J�.f- O> h 0 I DUE TO EXISTING to F'iNiSH «RA1 J 5 .�f ,* i rI ,i f ( J, r r - . X 2'L-s t REFER TO "HC ACt'ESSiBLE 0sAT�_i.INv N'�D.( FikE HY!)RANT F � I REFER TO CIVIL. PLANS � c X _ C� ` f� , -'� ._..•..:�:.., �, UND'S-SITE STATISTICS ON A1.1 50' R� i 1 e'I } / I FOR CODC PROVISION5 ° BEi_LE WE ' WfT `- - W:ASi#NGTON �// OlfFr• o - _�.�• A P : AIR 10 y 1' .`• ; i BUILDING A.DDRESSIi�G SYS� E�1 y1, 226s s ST t �1 i OF C 24 / �/ {,�� X. .. ,X l TAIRS A SINGLE STREET ADDRESS WILL BE X / `� --'` " $ / C: 20.0' _TI ' ^ f r C . �(�. i ��.J I R .' i f t 1 MAIL + , 't. „; r 1r� #r AlA105. i ASSIGNED TO THE PROJECT. EACH BUILDING rl E.D.C. ,• .„ x" , t I ` r WILL OF ASSIGNED A LETTER FOR r i 8 XES 1 { -.. I ;. �.��;�: X �`a , , t 1: : .. ! EMERGENCY PURPOSES ONLY. EACH UNIT ti ^ : �2 r WILL BE NUMBERED iNUIVIDLIALLY W t M?' BLDG . iTH NO 2�I unite I i rI S Si. 1 + r` r X, x ��_` / $50 S.r,_ "r I I 12 1A�TS NUMBER REPEATING. , r X1 _-� X -X BLDG A t r, ,� �_../ ,►1 /�� \ ' t 8 units j r f 6'JILDIN;REFERENCE ONLY � 1 �.1.' (2►� It �, I t -11?-00 ..,lr .._ :°+.�` y C: XI / / I' r r a i I 101 102 NOT PART OF ACDRESS A , - 'X' 104 201, 1.02 �4 , ". 1 301 301 PATIO a� n , A p,14 /" I (� ,0 E1 �' !, (jam r I r R -^r*-�•'' --' 3 _ 1 q I C J 234 X '�\ /� ® „�$a x' ; i A105.2 STAIRS +r ' ( gr Y.rl v°•t °'n !:, / D / / �� `rv .rr 7 1... ' ' 104 103 I1 u 204 203 DWELLING UNIT ADDRESSES: I t� I y. .r I ......•... 1 l r 1... 304 30. ~ t I . ,. ,, }. `_� f /' - "•,,. �, , "'-- FIRST FLOOR DWELLING UNE!-- 1 O'S r If d r -� �� OO'S 1 9 I I F Y y j ' x Ua '' I SECOND FLOOR OWEI_IING UNIT- ZOO'S 2 t i r g,. 1 THIRD FLOOR DWEI_I_iNG UNIT- 300'S t , 1 R1 lOCAT_ 2 C - -. f Ep SLlji X f j '71 v "C it /:'�1" �' F _ t� *'k UNI L ADDRESSES J c�d GARBAGE i r r 96 5. ' 81 DG F a c "- ,' „ .. �4&DING A Q) �.. .t X "''--� l r X. _ r X {r , i, 1 rn C-OWACTOR 1 + i Al 05.61 RAILING � . J�� L.UBHOUS,� w r,'i cK . T�,� -_..� I I f cox ,� 3rd FLOOR 306 304 302 � er'1 U0, 1.UO 5.0 / . tr• ,, 211d FLOUR ?_ 4 _ r 'J . Vit, ! > 0S _0 102 co �r ' t' F � �`: 1st FLOOR 106 ^t04 10C g S \ �` ' :• '` � 22.88 2 I o� 7 I X '�C ` �� 1 X ' r'p, .� f�.: rw� - _ , I i 2 -" T�1 a+ �, I ' c�Ha A105,5 !'EQ. 1RIDGE/ rTr' r, a��;, ;� 4,�,f.�3r: 1��IJ 1 1� t 1 r IL F ,� i , t 1 x+ -'�cts �., � x >r 1' d � 3rd FLOOR 110: 1w �!0�1I to ;Z 2ndFLOOR205 20 2 !X108 I ry 1 st FLOOR 10 _0_3 101 a& I �.x r • w • '�j '�„ X t ' I rj 1 I O �t �n cj- `^. _� ._ ------t n t I i cV _, UNiT ADDRESSES cS kr) 11 Q5. . "„ t r ..`.. `x -..�' 0 0 ��R r'� uta I �.--- 1 .r • as _ 1 •, / / r " _. , •- -. -` ._ *r• 0 r r •- s ••r�r • . •r •• • •. O X11 t ' 1 BUILDING B rrI_ -Ta - .. 9.0 FS 1 x 1Ra `X,..,� �=_ �y i ; a x89.00' r I 3►d Ft_OOR 9 t r r I�// 7yZA+ r \ n� I,' I ?. LC,'QR 214 z 1 21 2f16 r 1 fix' s C>'S u u 1) 0� ACr ,. y 1 1 st FI-GOR 114 1 1 2 111--108- X 10 1 8 N 1 `rl;?A S3 �V' f r 'x -."" S j;�5p r�•. 4 A .Qt:A CARP )R1 Al n I rX. tfi8 5 �S rr. .. . . wrr . . , �v tRtI,AN 1 i" f i �`; �, 8 1CZ 10 7"S9. r �.',�--..��,,�E,� _ «� -® ® c6 � 3rd FLOOR 3 . 3 11 0 3 7 5 �' , I I y` , , , ,`,�X• - a �.X, ..�C�--.t... '►E,n X 5 At g TYP. o ,• I t ! 2rxf FLCJ^.iR 21 21 1 2 `3 �0 1f , t. 29.42, I ! ,.r - - - - _r SA \ S. r; 3 TXP> P�RKI i 1 1 st cLOOP 1 1 1 1 1 t 107 t f--\, ' {_ • X - _..+ • i6 91' a7 o rt Ir 1 Al 1 I ' L I0 - -- S 89o47 J6 W �.../ e� SE -�.., air �b"' -- -- ---- - - _.. - - - - - 1 i __ _ • I a 1 : I p �` t .- - - _ _ _ _ _ 6 "- �1, 50' r. 1 z 3.c f_"_ -`" �' r 1 UNIT ADDRESSES 3 , 'r \`'. X. w .. . _ �. .. 1 _ www °' b r10'n'0" L3'' I ' I g DIN PA ` � X X x o .�-. �, i I t OWDING _._ 'r• rn r 7� ; t_ I.0 r __sd _ ,/'~✓ 2 MAUI BOXES t ,�+ I ",i Cly �,j 2 11 3rd FLOOR .- .* / i ILLJ r i a i i t ` w I : ' 4 "r EFPSLOPe ,' 1 , r„ ... . r . . .!� . . . , 1 2nd 9." 222 _ 220 2,L§. L6 SITE :- ;, : s _ _ U ! Z n r re, , rA •`. 1 ra I ' 1st FLGGA a t Z 1 1 1 1 1 DEVELOPMENT . ` _ -......__...-�_, � I J -� I rr• c*, _..._ ' r r �,� /�, - � X a' � 1 1 X16/ -- SPA; 5 I � � 3rd FLO(1R �� - A105 • ( 121 1 317 i 1 s+ , ♦ t) . - 1 i ( zrtc�l+_;:tC�n ?2 1 z t 9 2 t 7 z t ° P1 AN- O 1- �i,I , J 1 G 1 • I 1 0(1 \ I � ♦ .lQ...r.. ' r a A 1 t _,�-.__._„ ..a . r I . . . . . . r. . . . . .. r . r r , . I , 1 stt FLOOR - 121 1 !9 1 17 t 1 - RT A ./ 25aiS0' 12 � P I PA ' t :�•..._---1--•- , -r, •- PI.AAVIIER.------:----- BUtI..Dlt►'�� Osl . s �"_ Ise - r ?9.S�t' 28`(J� `�. HC RAMI'" I ; ��A S 89-5-2-.311w /-- • I , ) i ; T'` 1 t SW � 1 ! 3rd LOOKOOR 24 �7.�_:�G 330 ! • Df `�\ f tt �2 • Tix� Y K r e I I I 2nel FL�lvl� �1 L4 f' F FF Z201 30 r 2 1 ' 0 X• 5' . r � • ',r. ra" 1 ; 1 ' ' ' 1st FLOM 124 1 12 tl.t 3rd FLOOR2"' Date 11 17 2 44 PM' , .. .� 1 .. _ _ "� -. _ .,f' ' _ _ .. _ �`. � �•t� � i 1 13.00' i .00' 1 _.-� R�rvtalarn 2nd FLUOR _ 2271 22J Ir . , a ! 6 RPA «� f 11 cc; I " , 4 ' x �o - 1 ' 1 I 1st FLOOR z -l2 1 7 1 9 Carr I ; r3.Ol I 1w -_ - p mjrcER 1 , 1 1 1 �._�._ ._ . r e.g i tBUILDING ,133/7!05 Tt .. .:1. _ w.. .. _ .. it .- . I .. t 1 \� _....-r_w.r........ r w•r-..a.,..., X•1�. ww X• j( 1 1•!a1l�1�Xw a••r w r. ran o,k,X 1 1 1 1 tD . 1 • F- c _ 1 . I �' 3rd ,:.!,�.1K3R !� 4 4 1 I �11/16/05 1 ' " ► RELOCATE CARPORT A 1 r raw aw�arn?i w. •+ro x T w.r •w w I ✓ 1 aA. ��F I.t�OR Lri . -.. acs' 2 w i I r '«• �� , 1 , „` s l r '� ,, i st F LOOR - 1 11 4 1 ' 36 X . - 6 ry (Ak S�AiRS ; _...�� 3 3rd FLOOR 91 337ttNR1 �rtwtTa t p 2nd FLOOR 13 1 2 3 31 All 1st FI OOit "'1 1311 1 13 T C,arnputrlr FO* � n s>gtl9ews�ssarle e e #aosiwlltlAettl�l • e �Ittewtlt s ,.�.ersRt� e a � e fR , ,' ' ' 2 1 0 a f - 1 r i l e 1 ■ a + wleeele.tw ^_ - 23 50.103 Bit/rNerl I I\1 B\C 1ov r-- 1 11/17105 2:44 F'M V .�^yr I i..] • �� ,•'` 9 tV p+.-r..�.aw 24 un1t! "' ' I I r She* S v u i 1 X. ... ,� _ 'rI aX 12-00• ' i e'..(1(?. � tVl fi : �i :.... � � .: �� Now- -PART � 1 � SITE PLAN -PART B-S _ RAWIN G 101 , 21 : SCALA' . za' . _ i A REE Mi I as I I PARTN�ONTSI PPA 1 -- - ,-- ilNft Ard0t,ecglre I ��' Z�r!' t . • .. r .+, :M,?++ ,-. . r t i .r -Ir. _.. tl' twl�.�r'eAba+•'"r:�FauP:aE.ce'•,z�1;6•,`f - x..'�!'!_ s:�, -s.; .. ., .... .-. , f, '. - :, ,- .:.. ;.::. __._.._.__..-.._._._ ,..._..,,.,.a....,.. 'irt+.F;.g- ,r;paN;,w�+iur;:r,.tic.,•:Su+t.K::�":, wl." rfir:r. � --^• .._ ,-<'° ___`. - -__---'-__._-- - .. -.- ,-. -_ - - .,...w.ne.,.+-ws.,r..oiw+,wlr.....:.•.,.., air r, i All t , - - - _ .� - -X- - - - �/1• 1 art a•X • • ■lko,-Ixe _ � rOr � xrA+ • 1II I'I 1,{ !,►w.!.J � . � a�/ �1�'��\\Y■ i �. � K AI -SE��S� GD+' tQ�RAWII NG A1a�.01 .-..�1 PAR Aws .r„Ilarll>riau� , ' A105.2 1 I a a rwrnia�+ 1� i a a>salraaaalaa a illa�_ • �� a m ti•• y * ' ' ' z I I (•� A.�055 �_1 BLDG!�i .._ 24 unitsX• jrr;•X 12.00' 1 12 Do ; `l i �► e Lai 6,50, C'-D C-h-D ' ~ ~ ._.__..._.. � u, 1(19 i 1 fl t X 21 2a+N 210 ' 1 W PARTM NTS �' `L _.._ A REE 1 �' � � 1 � 303 ff�1�: 5�, 3l a � ; 1 - X ' - 10.00' 28.50_ 26.50' 7 '' �'''"� I I R-2 5 MULTI•'FAMILY RESI ENTIAL f Y EXISTING DEVELOP ENT) I � r r -` l 111 t 12 1 J REF. NOTE U --- : ' d2 a 11 Z12 i � � 1 RE I�kM N17 311 312 1 I I i 11 (Tear V,s1w Trlangile per City of Tigard 20 SITE W K i < i \ • . .- MEOW - c CED ( :�ncret9 Sidewalk. Refer to details 3, 4, 6,7,8, 6X1� �+ I 21 Al 0 5.2 : t- T ;� i ( 22 Pain►sd Ocaswielk. Refer to de.ail 8/ 105.3 �i - I I C FE , I �l j 2 : I : n o 23 Concrete driveway per CIvll Di awings. in --k- \' �T �. � _ "" .I { ,. I � i 24 detail r1r0 /cA105.2 ate stasiway witn hardrallir•J per S X an lot Paul Frank* Archlt Oure 113 114 I 75 Extruded concrete curb per detail 2 / A 10 S.2 36v5 109th Avenue NE 1 - - 213 I 1 Pa0ted curb-bOght red, with "NO PARKING FIRE LANE" 3wte)?'22 r(P. 1 S 313 214 4 painted on the vertical ei:d ho•Itattai cart surface r 5 Bellevue, Washington 99U�4 7et3 ._� ,� A 1 .1 314 ��, T ` I pa Pe X I/ 2E / A105.3 Telephone 425.13.0782 _ I ; 1 I ' Concrete handicap accessible ramp per dotali 11 / Fox 425.19'03 0934 J 11 n 1 I i I Email ImuR11ritergaonline cam ux�4�' •XM .. .X I I _l 0 ; I I 28 A105.1 { X a = 1 NC Van parkin; apace w/ B' access aisle per detail 5 29 A105.1r 1 i t i ♦ - _ _ - - $ - --� __T v 1 1 I I ♦ :'::;: :' I 1 ' ( 30 HC parking spare, w/ b' access axle per detail 5 / Al O5. I � 1 ♦ -:1 w i- . , ♦ 43,42- XI I I 31 Standard parking soars per 3 A.105.1 I / i �a 89 47 56 E . 3.08 i : i-- - i 9E 1 ,p 9 32 Gtrnpart p:rking space pur 1 i A105.1 E F 1 I I GARBAGE COMPACTOR Al 5 4 _-✓ ♦ r 8 TYf• Al .1 IJt I I IT ' T AL a BELLE UE, e 1 i X r A105. �,• I 01 si>��i d\ t � I T. / i e ;"`.. ._" � I � ,� WASHINGTON U N t`1�'f.'I J 1 � i 41 G,ntrai Mali Boxes. Refer to Mail Sox Plans � Jer.ails 42 Woad Trellis. Refer to Building Plans2266 ---- ----- ---• - - ------------- -u 1:1 1 ' ' 43 h;ew fence � OF i ! ' = I.. 1 .. X !a i _ zg,50' 31.58' - - { I i 44 Garbage cwnpactoi 31 recycling enclosure 1 45 Gllrbage Enclosure 2 r 115 11 b 1 i ' j Handicap accessible gar4ge parking space. Refer to t I 1 o r 3 spACE' • ...-�, 21S 216 t ! �t.PACE j !� 46 Buliciing Pinna ri ` -� �l ` 316 / �_1r. i 47 Handicap accessible carport pariung space. 1 I r -- .,. ,. . ..- 11 , •----a--. . � I 48 Carport. Refer to A40$. \ t 1 I 1 Sr 05.2 P. c (� F, , i 1 I 49 Retaining Wall per civil Drawinpa Fara artrrant Connection. Rehr to BuildingP1 rn i 2I, a d ' �- t 1 I / r 3,x1! � •�:.� • --� ,......- c-' i ' _ - 1 VF-1658 !1' c5no . C2 r ..r f' ' B a 1 U c-�, " `f CQ ' e ' ' I I ' W Cl X1 .X 77 I 1 1 t I 1x7 : 28.50._ _ 7.0' l 17 S 18 { e 04 t~ s ' _ S.0' "�-'"' 21 FIRE DEPARTMENT CONNECTION C 1 I 227 ...0 Z4. ,�.»._.. I ' r 7 14.fl8' 9.92' I 317 FF eb.ea 8 i 1 1 F.D.C. -* I 3!8 I REFER TO BUILDING PLANS. 100' MAX.TO FIRE HYDRANT O) •'111 V' �----- 1 ' s► "-..,.... F U. �' is I I HYD.4( FIRE ;JYDRANT Qa 0 t 1 1 i o C• z o x N w 14.0' I , 1 REFER TO CIVIL CLANS CO ad 1 X''"X-r ,.,1 Qs l w I q r;, , �0 E o/ NI s + � 1 I I loo BLDG C I ' �/ ' •4 X 18 unit: ,yp, l I I SiTE LIGHTING FIXTURES a t I r I I p { 12.5 ........'. Al BLDG C I � I � I i �lelllli ' 225 D1 AC PAVWG c'4 units I i j ; s SA POLE MOUNT AREA LIGHT 1 1 I ./r 328. ' 32r ,*...� : : ' ' 1 ' I I � X -- 1 I . ' 119 5 20' I ' � I 1 �� P;.,�l= M(7LIN7 SHIELDED AREA LIGfiT C3 2'9 FFw 164.00 22Ci I "'.,,... r ■ ■ . 319 _ 3r20 i I i I _&SC POLE MOUNT AREA LIGH1 enr,►,�R®+xl v� I 1 t � � � �� ' 1 TYP. : b �� 1 e 1 I L1 REFER TO 3/A20a.1 FOk LICA•ft ?OLE DETAILS m Alb rl.rl { REFER TO A204.1 FOR LIGHT FIXTURE SCHEDULE LOCATE L04T PULS` 3' MiN. FROM BACK FACE OF CURB f� rid 1 1 X i I I �. lot - 26A'_ w /\ •- j I 1 REFER TO CARPORT PILANS FOR CARPORT LIGHTING p� s, I ,. r" -"�.. ..-,.,r k F� 1 I REFER TO BUILDING PLANS FOR EXTERIOR LIGHTING AT 4--T----'_ 1►"`q C,- ENTRY TRELLISES fie• t I , r _-_ �, 5' REFER TO UNIT PLANS FOR EXTERIOR DEC( AND STAIRWAY G SITE 1 r S;►4 FF-164 00 S,2 7.0' _ • 57.0' 1 1.Jte 2.8.50' LlGH'flN a 1 , +4 1 224 � 3 n3 ��.-.-._._... 1 � �-.�.�. � - ..��...•.� 111 1�� P i I � DEVELOPMENT ><i ,24 i YP. 11 . { ,. 1 ,t l 4 2x1 n- 322 I s I I ! PLAN- 321 i i , r �, IaY ,A I ( I i PART B 4' R 4 SPACES ~ �. r .. .■. . y , I 1 I I 1 1 1 I e ' t I 43.$ AC FAViNfl4 }'� gym, M 4.+.4?'. _ -- 23.11e R i r• _ , I I I 1 I __ 4 l ' _ 98.54 .-...� . _ _ I :20.00' / 1 I 5 30"4?'q"E - ,q - _ 52.01 __ _ _ __ . u'' S 89'52'3"W x .�I.rwe.•••+ - `.-_- I ' _ 11/10/04 2:58 PM Date i S 8A'S2"a"W 29.30' g w. - _ _ - ! I Re,Mionvi x - . .. . ... .,. , �'� �/ �� ! ' i I 1 ..,FLAN CHICK 1 1.?.04 __ - 126.70 _ _ r, __. _- - $ + I 1 i p r'dI,1 &016 r..rS { vi . _S 49'S2°3"W I i 12 ACE `� 3.0 / rs AC PAViN!(� ,�2 L^ 10.t10' j X• r Y �y� p 1• 72.00 l ,� •- Now Two m r •- •+.1+....,...�-.r.-m..iIslwr..�,arm.-e�•�.-. � ••^•� r.L. .. -rf►°A�r !flaw`,wr wa -Y"rA M"tII► -W-4r"wa&M",v IMA"i M11111 "W-1 �r\r\al�alre`w'�-a1"Mw 7r yr �• •!•'• _ ___ _.___.. __. ...._...,.._race.n..ww .w eww.•w.rwwr w w e.r,w r w.....r•.w www w•!s.w rR n.w s_.wuw w r.er w._ ..im+w 4r X C,cxmputer FIS . 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'FART "EE DRAWING A102 \Y'\�\�\ t ? / 180 ! ars 'w� W + a A10 a 1 t ` 1.rte , ,\`\•\` �\,\ 1ix , GRAPHIC WALE V 40-T POWFsFsMNI MdftoMnue \\\ ` a NTS Tflwdw� 7j { AmW _.. ,' ,• 771; .L.'..,•;'�` ,-c,`: ,.,, «.•r..." ,,,y,"„M,,,,•,•.",. _ _. -.-.-...,....._...._..._--_.,.._.,r...._ .....,,....•"•""Y°t'� . .�.ayge.►..c;^y. 4°�4siM6•A..d�Vb+M►9 'S�'+.k+rw<zi9.rwr,+'^arxt+'�F. .A�+,; ` , ..:, .,.,. . ,?1 ,): +1771 .I, (1c # .s:�r} ,4,1; ,1 !ri ,i.i,# 1 ,al #.lfi 1 A � �2 x ova) *k M 7F 7 INS !i c' F`C3 I I �� I� � . `'�5 ri i° A`tlt .�? 1p'r' • , is {L d • r P `3. x M R A �SP r� ;,.. ,: .,y r#'fr c ,� '� 'k..e7u,�e&.'b4 ✓ � 4 IT�r `•� 'L ,'i.:, ,' �:• ''' .•. , �.c-.{ �.h+� ` • Af.�r'a�.a.`o��.wNr�.ML� =sr�' s.�i �l.-a�•..r'..a"..�a, .�'.�lavwtie911r�uw.r,�� i �'VW1iifUiheYn.i.f..wt"r.Slfr� .7�r..a.a:=.w..rr�' •.itll/sJ.:.uc...,4'ai=Yai�a:.su+wwfr+.��.. .�,. FART A-SEE DRAWS IN(.j A102. 1 �. .a1,.r.,us.,r.ar..r�ur,.�rs•..a•.a.�,. �/ % f.',� ``\ � \\ \ .�, Y" �' N .�r a t� 8 6 � . � � 1`-70 �\•.`\ \\ , 1 ' _r 1:#i 11 tr a 1 � M— WQUO "W*ft 13013 2 STOPY WITH 8.Q11b:M6UT Z .-..4:K.. 131-78 ' \\ X Y 1 \ ° \ ` ` 134 $ 13 $ I 1 / 11 W"t 3Z 8 U N,\ \ \ it `r• �' t X / 1 133 e Q I �`• r / I f 1! 9 P I 1 x _. 4. ° d I\\\l W Paul Frank* �,rchitoc,sulre \ \ \ % ?' �•• _ _ 1� 3805\� 108th Avenue NE x 8 —� - I SuIto 722 N. Her ewF,Wrst Irtiyrn 198004-7613 4 a 00 6 Tot«uihor*a:x.803.0742 Fox 425.803.0934 ""_` }{ F-,M11 pau fOlntacpaor"Imes om 1 I `\, \ .. ,, .. •x- X. - i-ice - - •X IN aI , L E. KS t'r' WJIEVUE ' •' j \ )( 2268 T-r 772 \ CS /firF / \\� O i f l X' l 9 T 1T14 x l ? r \ X ci P X LJ o I\\X/<I/ I c� (D cz F1 U Cc 0 � a CL Ara -62 i Y I I f jr. �eik K is f y", '+ /• i` /• /" ' ( � � � Yr � i ' '( ( I W� 8 '• ,k t��r 1��4 i y� r t � r ,' • ((( v X I c 1 I ow V� a / I 'wi.�f�l � J p �X •-•-..� , �' F � � �I � j -_ 1 - � _..—_ 1 I Ict I` .i -0 +rg�'i, t 1 apr�.." w i l r 1 I ._.,. ... ..-.-. .- _ ._ .-........-• »+ A , • " i h t N rR t 4 r/ 1 I. F t J'l� ".;int E�. 1 b.,/ 1 ; ..._ ......._ ...W.-....... ._ -._ ..........-,-......-•-...........-. I . ... -.. ., ..._.._._..._.._..._ ...,..... SITE l ,d 'Yd:l � �J+U'ih A k �'� r 1 ',' } -'+f 4� / � � / / / a' � 'M..� , � It � • I y4i''h '�� tt ^h Z r1•$- c ' '�r` ♦� / / ( ' 1 v ' L �.r._._ - I �I I DEMOUS ION � ;ry&y ' 1 uk t �. i ��'o- � � / / 1 I I I [� � � � r1 1 & TREE i4• 8 ,�'r t Y 4 � � L' � j ;, A� lk s,•. Y 1 1+'�' t 0.e e11N�f�r e" 1 1 / •I F{##� " •1 y j ( I { � » - s; 1 t � 9 1� i a �( ",4 .,t is � •r � ✓ � t 1 ,. ,.: ". � . - .._ • , � - r x "kp rlv s f I r s�./ 7 �. w :,.... .£'^qq a + i.' fi `ek ,:�.. ,- ,,.,:.. '�7,,. _.�.t �f r`n..,; s �. :. n.''i�',.f ' cKi i. t` ..�..-„ 5':.•a-sYlrrJa•=-..+� ,• d .M.l>�;t¢ a � E' � � z ;,p 1. � � � "`�,. It I ';�' � 1. '':" w f., r �+.. -kf • � 4�„• t. � _.,,.-• � ..:c±:mcccv::.-zx�, f' "� — � � /� _ t tt {{pp�� ,, as,r .�. ' ` *�.,;i3, �.' ''-`"`.•.� ..�'.- ., N('r I � �V'U� 4 ♦ , 1 r +p ,� •-• {r,FJ ,. ¢ff M1;.fd+ 't ��1r� rti;;l. .• '1 -r�".�« ... r�Jr.tarst•.aax.... .% Traarue r..wt•a-,a;C� �r ( qrF�; a 1 y �'tt s*e-csr•:� naun waw:., rsl / I { • � PART B 9/19104 6:21 PAA N ...-- { E fm-AN-PART A A102 1 SI7T DEA7lfT)CfbTRE REMOVAL PLAN;-PART B `i t a �. �:`sl r, i }r xcrno�r.'.:s::cstc.r:rrs-ar=rn'xm•x••ym•s... :.r..rn. ,� A1023 TREE IIVYE7dTO �AAC RV, IVAL ANTI PFiC7T�Ci�TION NRTgS A l P, f M t "r{I !I tra� �o-��y ;�,�y,�, p� d�i•R'� rt.r� �e L It � �n.r � 1 µ _Job PIV, itsC�u �,r �� rift ,�"1�"�k''�a+��.$� `:' � r, ,� �"a.'"'�'"'ter« •�� I �,:.:,:.�.,r..,,�•,,��`,r�'rly1em�.'.P�n.-:lk,.t.s:,'�••'�,f�ti,4.��,`1,��,;t.,�.:�;b aYt�,i,.ae..'�.r,;:'¢,.'�-,'�j 1 F`q.�`:=•.',L�=r,n,;`t.,ar�,�-�.;`a+'�»tr 1,1w,.�"x"'d,.,,",,.�.:.,...,'.,',;' s•.'_�a' a..o _4n `'•4•..•a;'c;'" :'. ��. M.,f�.Va�`� i �X l �• -*�gyYp•:akrtr+arsl�x+aAarmm r+.5 rsrrrfhrermaam Vis•.-.•srs+a' Err;ax:+.ti�pG',AllaaeR..d'a'YS7C�srY.YaMt..:Laura'yalrrlwsAxTf7wr lcx*s.xertrosr"r+r+.�'wY;Ct�'.m rm::vt `:r ,t�..tAa�♦ \ - _ . ca:7vr1fRTC.-ts-m'C11R�II`iPc 3lks.:mr11br11'*+.` z._• x ;�: + ,1tx:.'� II L/t.lt�•] _ ---- �ea t- F I . _ „:... r„ a .9:,.. 5N :., „Y-.,<... ,{ .r 1 n-�t-. r` nI .� }y •.• I t.1" ItlY 1 V v ..f...,...a ,. :.,: xr,.}'S '! '.x. :•, F" f ..{ at t. k A •• ................... , ., ... .. i .,. ., ., }} ,..-:.. ._ 5..5 .._ �, ...... ::.... i.... .. ..,••... .........•....,�... ■................... ..-..,r--..••..... w ........ e w ........ s:,.3 ,.� _ ,; , li ! >.;t,utir:. ._.,.,ut aF_ �::;W'�{i'�„ .��.�+# '�:�}s i,ry,,,bks.;C 5.. .u,�'•,r' .�+� • � '!f` .... ... ._-._ )(-e+ enr. tttt.etw�ws .w.wl>a�l�•.. ww-wew ..w.wnwr.w .rte its.a�.. w.wl. �ww=�o�.a..wr�lw�..�. ,� ►...�t�w.wn.. ..erg►%-. -i-- - J0R1�lyhC'I11 " •.1titll'3d,:wOri.: ..'��i,Y1li r!:.....� r . ., _ s es°52`3 w 2.360.10.3 Sft%nwlal<ESUE PLAN WICKM ,�W .,. O�.vTry all M4 5.21 F'AA � �r P PMII�MA H0,A d 8 e 1 �a E r 1 ,. ,. ..�f'vrJ`� •.,•' I I :1 " 4'r t'-i v t� a i£ ,�, 0' 20' 40' 00 801 1001 w Al 0 s i � v n V er , 11 41 ti r, I+ '. ..... .,. ., .....", .:..:. ._... law a^"••"Q rol lr•• P�t11 EfM11W ArdAli110b4tn1 � '• GRAPHIC SCALE V =40'-0" . �._._ I: ' "Y ✓`.w a •�° ��i� l r"��,§9•iii. dv.. _ J .: a r+w..•_-._.....-._.....w.....:.,••_....,••..,..«.+.•n-.•,....,.,ww.w+wwlw., h..wa�,§!`;tSllrta:+4+r;`,�a'air��w.,'y�l�+n'YRtlI#'�a4u'xbtt•,�„•,,,., atr.�sw.:::a:arUlmeya<.wm,. >.t•.:,Is da' a -.. 1 . ,i1 , -.. ..t`•:. t. i 1 . .r t r: 1 J 1 { r r t yl', , 1i C i { i..l 1 t17171177,1 { .� ! , Gt 1 ,. i' I1 f1 f�I 11 "1 I . S r ,+ ,i.l 1, i, . ill! 1 t a, j + ff TITIT ' tpll+l i ro ilis ) I I I11 if, 1 11 Elm1� '' F'4') 1 F 1'w r'; l'q. � ( � , ",.Q R+ Ie?;Yi+ . .. .3' .91&L *memo* fir• `.Aid '' `Y4:,f .,r f s e , f F, , r 797 4_il ,-� oridYCliitlmWBw.r.�..dN'vAN41d1Luy.e,A.J'.W..I.rofSw: .Jr..Ja..,..,rVf..f....•.,�.__..,.-.-r�'r_...+..+s._.�...Y--�.. 7mWx..o,fi.3zWwcc_c.Twu6riWP'+r.. Tom+4-m,.wur..A _uwt_"iWtHdca1r2."."},r+Y14Y_ti_ti��_"�►wtl(dLiu'wMJW_r�Y�i_..l'1_1i_wW_wTres rDs_ve+._aR.Yra�x';..wnT.wn_.t.t_:.u►a..0 wY+wgne+J.:.«eiliY Ir'.�..m._,r_♦,__._w.._,ww�' :'_k,._..-_.a.ne_n.w�r...,b,_.r_.J__-.._._••..__.•_.•-..w_w._,_.i..a_..�,.,,w•_.�,riw.'o.�..,:..,r.:.W.�.�lY6rAlol�tAi►3/AIf.M�Tfira:eileW �_....•e,__-�w1.-..i�:i M_.1t 2.w-" i.w.TdJrTres ii.JhWw.LwTree l*lr e Q4�=e•rn .� .. .. pWpAgEL)jkxe 2UW wiY TERRENce P.FWs,6L M, TERAC3,Af+3 Alf OC4ATES.tldt; K W rep tYt9t4 Leas ss,,d 12'"06H to 12"Di1t to Tthp DAH Le" an9 12"DON to 12"DOM to �S YES IRl 'CHIS COLUMN 5340 CHINOOK G1 .LAKE OSWEGO,M 97036 Numtfer_ lea � ttwm 12" 0"N" fiemovet 0xid. _ f►�e liar row Cor»rrt_an_tYe CtM10. ___ _�_ ____ ..___-• _ _. .____ __. �_..__...._ 106 t3iglfref tlletple �w No Fair � � ovwgtown wmind 4wam on east side, 7 Tres �~ DOM 12" Trse Tree fawn Tree Over to 20 wrt)or�ginwnd laved Tay E*H LatAsA end 97"DNI"to 12"Dim to _107 „ M 10 --_IUB F�tr __ _ ._ ' _t1N _._ ._ Numbw am,y2' t4rsaw ilamovai Co+sd. Lsew _ ltew>aw Conutwntc_ W _ 1G7A dlgw o't,IOupie r9 �k� Fa�r Beavar damage at brew on east arldn, LU � 20_ iia Fit 32_ _No � F&-- - �..3�._ _ by DuMam Aced 7'x24" 21 Ctr4orry 10 No Good 19 over mature,dec;ry In numerous IirrAr 106 t maple 10fJo Gaud _ *tubs In lauds r __ _w rmnor beaver detrrrrr at base w Spindly, b4awr dan"has cut awry 22 fiharrY__. Y 14 �NO 14 _-. 2 N W.(�0".t01--- ----- 5Uti cx'stom .... .._ r _.__. �.... 1 Ofr ti f flNrples 6 Ido Poor No Good r _ healed wound scant aOuUr skin _ " 2 stare torr(8',4"},2"North o0 23 110 Fir b No Fair r,rw akterJi suppressed - 23d+ _ Ctnotrr�r_ f3 No (Good �_..._._. _. ._ 111 flan ae far � 40 �No G A 40 __-.._...� .�_. _r�__�..�. Uj 24 Cherry 11 �- No Good heanisd wound saism wt teeth skis, fewrts sassat 112 "` at IwAe�lw ..`� _-.��1 Ids, Fat. 113 Fir 31 _ NO Good 1 No� Fw -_ _ sevem lean north•wurst , 25A +f�sgiouf 4 _. 10 No Very leard east, wound sears and cat 134 9 No GCKxi oo i south side,ground Havel to 3 fleet, 7' 11� t 10 No _ Good too small to molude inverhta)4�H 115 Fir 37 No ,Good 29 Chea r - 1 NO Good i 3 stem tree,38,20,50 � r 1 i A Fir bG No Good .� 1 NO, Far Broken top at 15%6'nurthvrahw or*213 Cc 29 _ Chscr� 10 N4 Good ._ �_ C1 wry G .__ No _ Fair t..earrs 30 t'+awttwwre 1'3 No Farah 15 0 stem*roe,9,5,3,6,5,6, Interior i bs ancbm 2 stem trace(19..5),over(wture. _ y 31� Cher _ "•__ No Poor 2�r buds atr<rnky In dopcll tet 32 Ctosrr� °_._ No Fair _ 14 _. _..._.. _ _r. _._. 33 Cnann 10 No Good 31M 8m Avenue llrchrt turn. __. _ 39l?S t222 0t3.h Avenue NE 34 (,the IVo Fair 12 __.�. na 69erq Douglas Fir 3G No Good 39 o Q is Icca►eti 'Worst side of Sidle ue, �� [3e11avtM, rNlrahl 89(rJ4-7A13 35 _ CIw 7 No Poor leans west rAemaffwy In is" 36 _ Chea 11 _.__.._ No P� dernatk r:f troy _. w�_ _�_..._o _ __ _._.___ `reek _ �____ _- _. Fax 425.8 409343.i17b2 __,_� _. ---- T-N Alder 14 No Good 14 Fax 425.303.0934 37� f Ai s 45 NU _ Good 45 _ (Nature tree �_ � _ � �. 6 No Poor ckt►matis in tree _ T-70 Alder 13 Sulo Good 13 _ _Poor _. ... _ No Poor clerrh�ide In tree T 71 i►Wer 1 S No C3and 1 T-72 Aider 15 No Fair is severe',ean w u st, &car ryrt artuth side, 2' �I-D 4* C'h 7 No Poor aernads n tree to 7'sbova ro,srrd level, 4C a 15 No Plow _ - 15 2 stem Or**(12,9), die iwwrk in top o1 ��_� 4. Cher 7y tree, In cUw;llne T 73 Aider iT fdU Goon! 17 severe leo)n to want toward apenrtmt►nt �. wiro LW 44 A k*!_ ^�^ 20 No _ Fair die Sack in lop ref_..__ ._.._______ r - buildinto g o went tifiam 6a�,s,,,�,_•__ E. Fi,A[VKS 1"_'� � cti era`rw leans wast 1 T-74 Akur 12 No (Good 12 trunk wrap with wire a 1 e' r 11 tdcr Poor dying .�-- _- _ .�.�, iEVI.lE �45 Akre 48 a4lder 6 No David T•75 Aid" i 1 PIa Good severs kmn to southweatt toward .N/ISINNl1TON - -- --- - - "'--�' apartment brdldinga,tr,rnb,wmp I 22M .! 6 _ No mrd s _ Akior 4>i Akser No Vary Pow, 15"tree, n�A tabulated in i`Jta i in;hen, _. _ c iisazardoua tro$Ira rtad within wthtiand �� f 77 Allier 15 M tdo Poor 15 w4erp Iran Nest towards"rtmont -� JF buildings. 49 C'tterry No 4:-V Poor, 12'tree, not tebuistedd in total Inches, - Hazanlotrs tree ioosted wlhiR t-wiand trunk chew y,beaver dam"5t% 1� 29� No POW � large deadwood In upper Tt1TALS 2,168 1729 439 Paosi, cif Mase sonar 12 inches InC: 139A FM 31 ttiin Gr od 31 �.. .� t ` dlrm*W at E4 Inches above ground that 141 COO"iaadMr 61 NO Excellent 6 t rn to be ntteined on alt» 7fl.7i�k ho!) 7w stem,open on north side.starts 143 Ba l±af M :f3 No Poor at 4'and runs to-b' 14t �A+ta 3a id No Frlr thejp 4-36sr 13 16,19 Included bark TU , � '��'�� 0 F It ai cr*kA- l that the foliovsin�!steps be taken to enaura that the trees thet are to be retainw.1 ars pit4ected � Y `` � t2a4aft Ctrrhehtaatll'orr k3eiiihtro � d 1. Noirty all contractors of the tr94 protection proaedu.w. Have all sub contractors sign mernrranda of understandln6 regarding the goals of tree protection For esuccessfui trot+protection on a conshiruclon she ail contracion:must krkr w and ur,derseta(%d the"is of tree prototctiost. It can only take one % i- mistake with a misplaced treq? F1 or other$alai to destroy the l�.ature of a treys f ; 2. t�ydrehuil�,taily, dtwh!s sr.:.t tertliirse falces to aerate tats+sail,deep root crater tea her►and fertilize it with a balanced teritllzwr tsefors.^onatructlon f13 Mar No t90Mf 17"tread flee 3. '"rxxrnq a Evtatwlish 5'es rrctt+ct;on fancAng around each tree or grave of tross to tee retdlAKW 19 N40 Fair ned a { `Ms 8b Afeiar '4r- t.x�si 11"dead fres.Ind►sa not tabt,fatad b. Tb*fenc;in4 ss to be put In placer before the Wround is cleared In order to pieYom the noes al.nd Ove iiNi around the trews from any disturbance at all. Qt C. F encrtg Is 10 be plaae+cf a.the edge of the root projcN)n zone. Root pmtecion zones are to be ectablistred by the psu)sct arborist based on the tatsle a i needs of tfhe sef'de and the taw In be pnotrwwhed. ' Af3 Fir 15 No .--Goo: 5 d. Fencing Is to oo Wet of 6-foot o,tinge conrstnr::fon or arts forhv�ing;'no-climb fwcf V or cyclone ferning wcxi;e wall)tied to fuel posts drawn into a+ 1 the ground or free stati,dktg erne the proper et44)ort to p IlveM ,t horn being moves by contractors, asxgging or falling dawn. If orange oonstnsction fencing 2.�.____. -- la td1112ed,a eke must tea rtr,,r•,g tha+.sgh ter!t�his of tt+ws forns.�s between tanccah solea to support the ferx:ing. '- tst# _Ak3e► 2tT No (Good .- __... •- - .__ _ __.. -- s. Fencing is to nrnhakn In 41her��oewtbrn that la rheOsbNWhed by tlx pr�ext artso►let and not to be moved without written permission hum the prOlset 70 AWw 16 NO Good 1 sttrborfat. The thele ate+ tort tartA is to bo rern�oved wtten all oonstn►Otlon,lockiding fF►e Installation of the landscaRs Ise rorncwleted. � ^ r' 7 t _._ &kw.. 2� s a. All tree protocilor�renCkng ohoutd have swgrnwgs explai►ritrg the surpass of the fwrncn. An sxernple wotrki be as v 72+ I`it3arim"ry S _. No Very around wam eoush tide,grr.incl larval tO - 12'.dead top 176 Ardor 10 No V Gtxsd Yrnjt lass Trewr PrxtztacttOn Area I sa __ __ _ ._ Do Not t lf<.rhtosr Q y 7ZA 6 NO CioGi�9 16'South of A'U severs trunk decay In fcwor 20'o'r tr7!ttyorrt Wrtflen Ag3xoval tiroR� ,� stent, re•KUA sumo idw tt%d this,as i r�)t„r ori 74 NI Stili DOOti p y ProWt Arborlut or P"rty Owswr part 0 3 aft-10",;see,ec�tualiy s"retry i 176 A A dor 19 No V Teragan&A&w.x'lrrtnts _ _.�._ e _ 503-MI-0017 provlous survey kkw,ffltw±thia as b 3ignagot should be piens no to too vAible from all sidles of a trete proton e,tsa to the cu(shlde of the fsrnoed area exude 4 arc*d every 75 feet. [Mit Cid lases wean ateM►txhek 17A B - AldN _ _-f y _ hdc: Ve�ryod e,!3 stern tree.�uic7trtetiy swperafe twee i 't Ig l� Pdp Pax'_.. �.. _ BrtyiWhr K r seta(20 ._ p �, _l.: e� _ ryriotsf►euro idctntitlad ftda as l _. + hry ?A/r �)<frvy 7 NO POiN ! fNrtls Yoeet.4'fiso Ullt fAOle e4!lrllhl d M 3 lfh�m tttlrt.Gea!t�alfy[ApiArttt+R irel, TREE atgw►e dartxsy in main hank as>ti 1. Fra1 zoon Gtsbd Ivo Wtthkh tea Root F`r'Oiecwn Zone fi'etbcrve tgrounc�!IetvrN,servaere _,. _ - -_ ^.- ^_ a. Nt,trstfflc wehatti be rNowed within tihet►ort prrcrtthcWon zeta■. No vwthirfe, tnwssvy nwauipfnent,or awn resUAated tocht 9rasflk t p tT [ r]dl a sg 17d Alder 21 NO 1r02(;C.Cd toCAflalda I1 VE V t ORY ()opd 17"r [)ort fah Fir 66 No �'ss�oal 2E'ttouttt o!N i T7 sG ._____.,_,_.._.•._,... b NR srknrapa of rrWehnrlcl'r ir►cttreNrtg btlf Wart lkniting to c►�N,cwxnrht'ructk,?n material,or weotet frrxtn the sate t _...___ ..._ ._. __._. .- . _ s _.. -.... I.Wiplatw InokAae Meet to nus(ffmhod!o(xxx"%wash cwt.graokm,dw",paint,cleaner t3hinnsrs,etc. �t�yy An`e A �n 79 FM 32 NO V (h-*d �,. _ _�_ _.__._ -_.______� 7 No of 177 c. ;cnstruc;botj traNere are ncA to fes.pa�wfft in f4htf ren,t protoc4fon to;*wrdiou;written clomrartcxo from prtD)et,!arborlat. f"i E�YI'J d�!L Ql 79 irk _,..r. 24 NO Fair Btulwrt and m*a�rhgwd... k w �! No vet►k^iea phaN bas aflOhrwrd fu p+uk Wi1hIR the root ptaAeot3an arore9, ff ��R T /)N ----- a No sc.'tt*y shall be allowsd haat will cruiser aril comp ifun vetthin fee roc(protection zonc. r �� 1 ��.Ay ti0 Flr ".M._. 97 ( ^nl� ....... ._.....� _. 2. Ttw treett slrohell Sys ptals�tsd from any cut*)g,skirndng or br**kI hg of t raoncfihes,tninks or roots. NOTES �1 9 Ir � NO .� orma Y_ ....____,.�__....,. 1b3 _ 17 No Poor ab hoe,Beat ht rtes all 3. Any rootit that are to be cuf from extw�PV tniea,the P11140ct orxssssltlnq srbohat Shall be nottflod to evaluate and oversee rho proper cutting of roots with 82 �ae Fir _ 42 _ND y Wolof w w4? ._. � , tf14 � f � � � � No �Dod �.� sharp otfir%l toots.Cut roots Sri to be Irtrn,etflat+ai•/ow4 roe vrrlliI anti a o prevent ftharrw fraR lancing otrt. �_ �'".: 33 W p4 � . _w 1tl6 f)eri F1r 42M NO �t3od �. An��sJetWettor!rh tiht> `xge should be tproteuCtiGt+arena sMt�clptrreui erg th..pre)ec3 Consultlrtp erbtxlst. fN �. w iAe�,1A 14 4+io Gopal �$ 14'elss:)eeivasipM,two sfrtrns(1 t,tl) a 6. Provide wafer to trees Burl%ttre vaunter reerxhlt-a as nooessary. Trae(a)wfil havo had root aystom(s)cut Frio,*rand will neewd!rsypW. nwtal water r, _ [)sAth fi}118fJ4 4:62 P�.1 1R ;�WY S - �.�._ WAMOrne e w khasr of skS4lfy to vtner+�,rtfi nwtrcts""ry rt"Wire rdurlrhg then surnrrwr ffxx1h9. __..._ . ^�' ,. _ ._ _.. ._ ,.- - . '7 qw.n free.21,1fx,ak?"�^^tArsdettt T. Any rmveear'y ponattpe of utpftb v f ough tfte►+,sit pfr7n+.ndca�n Zones atutU be r learvJ by tine pra)eol art,irieN self N theN/ere to pseee through a rood pR»eatlon _ _ ._.. s Tress wets to bo remov*d 1`or bodge laird 1€a9 Fk _ n NO Goo zone k she"be try RvQNnf cl turnre'Ishm ninsisr mo. . tars 7 14 Nic> _Fair 1{> alsalpr,c resti.'etfl i n Du aln Ftr - 25 Na Frslir � .�..._... AFTER � �r� 7 No raTr+.3rx1 _ _ ._^_ _ ._.., _... _,.�.. 190 Doti"Fir 34 Na '4 190--_.._ .__..... ^F E Ee1..��r _._.,...«.�. . �. _.._.._ . .......__..__.. ...._..__... t�ofscf 34 tn!nk!of N 19�and I! '.�!0A have 1 kvetther lar tto Sint 6,above 1. CafeflllfF hftd s3 kt lila tree c1f the hoe C"a M-0 allow trenching w!whln w'twi root protsts!fiat zone CAroArlly stent row plants within the root pr7NlCgr?rh _._... _ -._..__ __._._...., _,__ ._....._... ......_.. _. _..._., level none. Avoid nob of Mea syxfertir+p .__..__.. OIA91fQ tl'oe freer! ... -..a_.. .. t9s!A Dou�re Ir 9 f�fr+ f3ncrd 38 Job No. 29M trunks of 4 190 anti sl ;90A hov* Al 7"Wr!lagetbor for itnt find 5'Simco 2- Do shot r!qn$rr IrTlfle kv,N4ihffr Tine f1l"i pralet+rtlort M'we,:f exietlep tresx urge"It In drip lrigo on for a specs fc oiar►"or cleared by the pro)eot orborht. -- - _ «> .....t ..�...w ...... -�. ,..",.. «.. i',.,..._ ,w__... ._.,. Fwko l�ft'R'Oi deaaderOt>...'_.......�.. ___... __. .. _> w _-,- ___._ ___._ . . ._._ _ _��. _ .._._...__._. _... .__._. _.. .. 3. Provk*for stdsrluale ne"�,!n"*rr,'ff",+a ttnr�ltlrnrn ntrcx,rxi tttw>i rthtM{t1F►tf srraas - - .. a _, Se i Carrpufar File`" �C?t Fli 2 Pio _,.Fak _ ` Irl " 1� ... FM G ;_.. Nes - Oood _Y.� rnlnOr sap ficrw r1n sass skfe 4 4arurhlthg c 1Pnrt tress air�uht he ocrntpFelttd era one of the total shags r,f'tne Ia ptthOeae bsfO•d 1hs Mnal plsOetnsnt Of trees.hllMlbe,ground ooverrs, 2�f0 CD A102.?Roma Nrterr 4 r•? ..._......:...", ..... ...e.. .��^ N .T....,_. ' .... 1 ,..m.___. _ - ....... _ _.__�.. mt►foh(hf hNt aR negaeelfy. NeMVa t/sell M Ma raV{M ePnrnttd rhQt be paned+txoept tend redid a to MrKxtave the haalMs serf sErtaohnre it e.tee. fti1f7W04 4:bit Pfiwl 17 hfsa .__.._. ____ ....�._. 92A Aftllttr No f1Ood fertoe Saar Sftm - - Fair Iaa�atrttif._.....�._...__.._....._.....__« �h+net 1/ e�� '� i F,.... . ,.�..t ..! .._�.. S. Ptd few irlapAtoNtln and trtaitbYarlt c 1nM�tnt thrid dIeMM popr�lallona that O+tpstbM d darrha{11ng tlhe raNair>-.d these and plarltt. 'I 6. Tress oha.'td be tertlllaeti sterid k�ocxtMtod risitth mytln+rlhla•Mt trastthnehnNt M rhoedetd. A1021B I , 1 it FFEr li etc VOW YM tyr+Mma on 1fYlMt .�, -... .�.._.. ..�..... ... .....,..._.�. .__ o ftaao4 --- P&A FihtMtita Afc 4lockm 141 1 ! .._.... ..«. ,� tfsoL4Mt .. ..., _ CapyilpfM tf +l ..____.< FfMr gphArtaef watt sW h, b wtwrar, f _ e.r w,■_..,s,.wo....... ...._..�. z w a. sly r +r tl i :7ww.e.i t, i ° 1 ,{ ,I�'i 0`.. 2 1 , t2!I. ( P�t9 t`rki ,r i t it'll ! 12 -q H ama Kl i t A& AM "' `' t r nr 9 H i- .:.. .... ... ..s w.:tl. _... ,4 , :,._ ,. ... .,:. :, -r'.. - _.., ....... ,..,.:,A1 >. ,.- .. t` ,, , .: .v. a < .n.. c' �.... ,we t ,.at ::,"]er,•a3�tm =i'�'.33G �;1$^" x4 f _ ,.. H . ,:,. s. a ,- ', .._ ,., :. ... -.,_ .: r ,:,.. , ,., I •,,.. ..,. ,Yv<., a.. ..1.. > .u:G+,,. i.y a4: , ,. .: ... ,... .. .. ., ,. • ..< _ ,... ,.: 3 _._. .,�;, „ a.:..-...... .�..._ ....r_ .-. ',: -.:> .,. -Y•:' .rte tea'--s �'�Iv7�t�..w.+r.,.w:•« >-... 7.N..1.,,.:,..,,..,....,»:.�.,i,,,.t....S',.f...Gw:_,:;.s.,�_;::..f:...nt,..�.....:.�...rm.a:CfFu �'a�.:or�—_audFiu 4l�sadlr��ult.:.-��..u.u.:' .Ir r..v......-:..r.L'dS-.' YL >t,kvt+^,+:-xaa r.xs�?.�",.. oil rwk^ FluRoy 3k t , r4 ip,XL0NlPK MRM WU MMfE 00Wfjkyf KA 14,M TES VAT}YN TW IM&PWW,110N AMS ON THE ONE BIDE LV 1HEJN RjaM 3Yt3TTclA AWA,t FW tier THE RAVN 1E 'F1ESE TF&fiS ARE t.ISTUo wi i t-'ME STEPS THAT ARE TO BE YAKS N TU rc4OrT_cT,n*..M Ov*4 ooNbTFw,%)N. cr Tim Sf'E3f i phi TREE PRO'i E "I4 STEPS 20 Douglas 33 Grading llrie to be moved to be 30 feet trxn fht+ face of the tree trunk on tho �y Fir oast side orf irie !roses No Dor eatruction to occur on any other tittle of the tree, (� Tree protedwri fence to ruri along the south edge of tea aklawe IK on the north tiles of the tree tend then on Its oast ", 30 feat from the trees UJ 37 Blgisat 45 Building to be within the+ ic5eskl trove protection area. Tree prot!►ctiun fencing on n the;east std*o?the(.sole to be lor.Ated five feet frorn the edge of footing !or the bulldlrtg• No omer inonstnaction activity is to wcur ori the north, south and west sKles of the tree if mbrfitlonal access is nestled to set up scaffolding, goo- textile fabric with at haat 6 Inchise of wr,,oiJ chips to t*piacad on top to limo soil Wrnpac.tkrn and allow _,oress to the area Tree protection fencing to be moved oply under the dhectkx)of the prultW.arborist. 82 Doi 42 Thl6 fir is lust nor'.h of the stilet end of the proposed pedestrian bridge At the c Fir bridge is designod,c cnatruct,ort activity will come wit m approximately 20 < feet. Tree protoctwn s`rouid 'tris not at 15 feet from the tree'® trunk face. • 18 and 21 These two Wadem are iocat6d atony the stream'Dank Just four feet from the#K19a of the l^,edeatrtan bridge. Ctve:n that the bri$gor to be Installed wilt be lowered Ald into pusMort w oonstructkI atctivtty should occur in the vicinity o!the" tress Sorn a of the ttao's iow✓fer brarx:heb may need to be removed tv. a --- accommodate the neewasisPi ciearRance for the bridgePau. ;15 I Cxwg!�ts 37 rho tree protection fw-tna will have to to placed 2 feet from the woes of the 3M Franke l�rchltecllura Fir pariking tot to glve it tha minirnal !ares of protection on the north east and siact 3845 t,2 Avenue NE side, he north, south and west will not be impacted oy consinu.tion, so It Belleuits 722 Belrenn,°ee, Wseh, 4Ux,AtlOUo 7613 will t+#pos-alble to encroach on one side of the troo. 7aiephom 425.003.0792 116 Douglas r 50 Tree protoction ferxI;Ing is to be placed 2 fool, from!tie edge or the planned �! Fox 425.803.0934 FirparAing lot This will result In 16 feet of tree protection area to the east of ih,s larpas 5!U inch diarneter fir This Is the minimal aroma of protection for a tree of MIs size. To the routheavil of this tare, thu tree protection tense will 5e approximately 23 feet from the far.*of the tr" 177 pa.egiras 55 This large Dougiaa fir will have a building corner within 24 feet of the tree's Fir trunk. 'the tree proiectk.n tones will have to be burnped out to the wont from the 60 toot wetland boundary tc a distancm of 20 tarot from the tree's trunk Paco. � E. FRANKS t In addition, a sanitary line that I+*to connect to the existing manhole will new J to to routed ae to not pea within 28 foot of the tr"a trunk. Tree prottt+ction � fenratng°roti! have to be set up on both skies of the prclx»ed line to allow!l)r ® ikMA the insuwation of 0,.&rwr,iurry Yips, WASH111 'iT&-4 _ ' � 22le6 1 Be !) Storm 39', 42', These trees may be imparted by the Installation of a storm line in its preaant F!r Line 17", 26" locution, Trow protuc't►an fencing will have to be Installed to protect thew OF 01 t Inntailation trees• Current design carie for tits outflow to drain onto a bed of reprep rock w,Al above tete t•rrees. I 1er 108 �C C;t�rry 184 BL Mao I hear a Douglas__._ 58$ 60 Douglas fir will be Impacted by the parking that is Niannec!for the farthest T Fir i south con or to the weer. It will be important to de*gn the por4ri ig 'ot to stay at least 'Shorn the larpr tree and 13.75 islet from the smaller troe ( 3 timers A the diametor of the tree) from the taw*of#A" ireree s trunku of in thiscase the , ` property line. Where the paining lot w{II have to encroach on the minimum I distance tor tree protection area, no cut or full should axur to prevent the N wting of any roots and impervious pokving should he utilized. Cut and fill for tho west end parking lot within W feet of Pme trene should be avokiod it rr r poeesible. 1Z �..•� fb 00 ` O ..c SO U 3 > ✓, NI I TREE PROTECTUN 1 i, ut NOTES . ► !cif _ 8119104 2:02 PM it y. 14C ...___. t i ,y 4 y l f 1 1 ,I^ 4r } ^ #rFfl# :41 `�'^^r�P' A iC 22�V �^`;�,x ,t,41 ��E"' �v'- ,•} r , 1.4iti X60,.R A102.3 Tres Frot.rules t .,17k ivY'ai ., t i-.t,�t t r k�trri , r s R;IQ\/9 R. 02 PM °• �'._,:k� 3;..,�x 1 p ,:: ,,:::.., �,... i "i r r4);;,i' ii h �'�.lTn k,�r .,.,,�:, s�i �>;,. ,'+•,'° ,r '`r .' , ,f kr � , Ei',. t..,3( ^,i:.. • ,.., ,... hrF °fr :r,�7i�r ,' ,, e... .:.-.a = '^ 4t,•;:rtr 'i. p.7r i� }o c «r!'� 1,,;.t `" !' fl• � .. �.._ - ',. �..:, - > 4 r �-Sf.i�`y 7..6:: ;' � s bi r •. ��"� 'rI +.. ,..''� .yk� ..r...;•r 7 :�*'`�„ e., ..,. .• :� :..p.�' .'t. � p Yj� :'t!r• q s"tti A„ .°+, a,. i '��1.�.:, :'{,ta„i's„ :t;..' ,d... ,}!r:' 4 E r 6 b ° F .:iT`� �. ..Ik,�` �;''S M:M ,^ a ,.?r•�t� f - � '�. - .kr :.t. ..., .a � ..>�.. . ..E a,. f, i b ..: .t ..-.. n.:, .na kt; ... a :. Y r, iE yr L e 'b y� v ir<•: e i : Al 02A qy , .: ,.,,,.:1h,. � .. r �`•r.1�.k. ._,r.'�r",:,r,,., +....,�,:k a_':...;.rap,{,pE. .,.r.,..e5...,. ,�h'y'�.,:..,,{�5ky�.,, ar ;I.:�:::t,.:1t.:,•'.;f , ,ML.•tt,',,`.,r:., ..I. rz.„.ry4.xia. {•x + a�r t,e ay, ::ten _._.•_.� iVE17 -.� .'r,; I ,,},N-,y� e F . Le�•k• E N + �'l tl S '* .a;a< e F:•,,'^ ! Y j. , L `��"��,. =.t. " � �Cltri�':'�� , k:. "!: E,,}. i,Eel• �. > � r z 'e �6. •'�,�e tt ,t- Lt�, Ta �Eli yet, 1 r ra t 4r ^e _ : , a ., , , 1 r 1 �. ,, !. ,i E i' r r f I• i' r, 'r i i z I; .1: r r' i• ti d�, 'i" u. t i .ie 1 ii }} j �'.s •t.. ;f;', r`` �1t nE !t ^ ',:I, • '�11 : l3• {` { r ,. ,i !,r ,' , q { rl t � t Ir I ; q I � { p t E t ± 4,,. I i � ,•�r ;a �t r, !� , , � ,.',..�, .�, t � -: �, x � r � � i�G! ! i tl:� ►�";.. tet eft ! , �� 9+� ,�' � waS ,.... x'S :, . tr 1 Np r r �^ r ,4 rel r a r i 5 , y i'f a b ff 4 f ZI � J s.r+ucr.s v'..++•a.::.3'Lu - alis LAU :wurLW YJlira�iisi•iYifwOAifl ._----- A55L1MEU CENTER LINT: OF R.O.W. S.W. DURHAM ROAD •_ _. __ .... — _ _ _ .. �.: ... .. _. r. _.. _ r _ ._ ._ ... ... ... _. __ ... _ _ ... _. _l,nl ., — — — _ — _' .__ _ _. .- -. _ _ _ _ ._ _ .,. ._ _ ._ _ .,. _. _ ._ .._ _ .. _ .' -• — oar lAas « 1 I W a t 1 ( U j r cc1 1 1 r r .rr•rr r r .aaar. r rw + r ,,.r...r r •o .r.. r r •r• rr — w rasa. r or .r+Y-.r .. r . r a o. •,` r r_r r r oM r r �� r r sarin r rr r rrr.r. r . irr a' +vow a''�r anon• r r as r r r vrrlu�r , ' v 1 � IZI ti s 1 ° E1 EU ACCESS MM Paul Franks Architac�turG 31305 10dih Ati,*nue NE Ruile Boiia�uo?WashinP 20n 911004 7613 8 ` I N 'j'�i eMERGLNCY VLHICLE TMt�rhonle 425.803 0,792 DRIVEWAY ACCESS Fax 425.303 U93a r P 1 Email pauH@intargeonline.corn 20' MIN. WIDTH FIRE HOSE 244.52' !3' MIN. VERTiti.Al l:t.f:ARANCE — ^rY • , � r Y r Y — M — — w r Al ! 1�, -f GROUND FLOOR UNrTS Q , • .. A D ,4 I IN THIS BU�LDINU AkE NOT I F D'� FIRE DEPARTMENT CONNEcrICN ' ON AN HC ACCE SRBLE ROUTE REFER TO BUILDING PLANS. !00' MAX.TO FIRE HYDRANT � % DILE TC EXISTING S FINISH GRADES � � 1 c ° 1 • ' "� r _''� / / ,, r ` I NT REFER TO "HC At;CESSIBLE DWELLINGFIRE • ! �. t T- r _ 1 JNRS-STYE STATiSTiCS ON A1.2 Ii`r'(i REFER CHYD�C Vit. PLANS 1 ° lea ! a ..r....4 �� /, +►rr,�..• i ' �`�`�,, / ,� '� --. r�; FOR CODE PROVISIONS LL VUE, s vy I L1.1�.. / � � !�''I�,ATIIS.I�S5 ililaA[};�lK 9C12Z) ,s'� ` -_ � o / WASHINGTON 12" rrwn. r�dth, ?5' inside ►xdius, 45' outgiue �ad;us `�J, 2266 105 max. rade. 1'3'_6"rnln. vert. clearance ! � ( A-'-,_-' / ^ f -✓ '•,,v-- I I i MS- Fire a;xparAtua :cross roadway curbs shall he painted rad and marked "tib PARKING FIRE LANE at 2., . Letl efiny shall have a stroke of not less than one •.•,� } � �� . �_ if _.. � \ e.l�' � 1 ; I f Inch wide by six Inches high. (UFC Sac. 9(1?.4.5.2) I Refer to SpecIfuAtion 02530 Pavement EBL.�DGE oo � It � �- /1 L. -.1-. �-T I Markings and Site Plans fox .tpedfhc locations t. C {' ��,� '• _� atoll ��• 24 units o` ' '� o ._...._..w..._. . � 1 BLDG A � ("1~!��: C: i On -Ite circulation coir-043 with the l n torn Fire Code for a+nergerry across for 18 units �1 ' ! vph.(Jes and aNipment. Intemal driveway tuming radil are a minimum of 25-ft. Iinside and 45-ft. outside dimensions with a ?0-ft. minimum di Iveway � " � o / ! ,- - , I width r i a A, i � , � i Q A-1 Y 17 , PATIO CA- l 7� ,cul porodons of all buildings we aALMn 1 S0 ft. of hre truck access in compliance wrth the 1997 Unlform Fire Code 902.2.1. 0 4i' R I e ra= ~ ti �'� "! ♦ I o o e ° I 1 1 l;a hose ieng'ch shown an drawing cornoles if the total maximum hose length Is E 'b 300 feet or la4s as measured around the building. Cz •.ao+. � f �� s r r / 1�°'� s w. .wirroc �+ • i 1 1 1 , GV Oc y-� �j r >��`��OPE ` LUD, I { j 1 I ° � Cf3 ti' - .• CRUGHOUSE I a Q Cd atl,s r � _j < o % U u_ < e_J� C cd ;R �■. ■ I ■ / ( . X. otos J�!!M,•.P,. / 4. .7 _ - r _ _ _.. * -- c� ' rZ 8LE ROUTES i 1 , A TYPICAL A2 I r Bch —U- J:.- go — r N L�1W{HAu I t J 1 ' A. �/ r rr.rp i•J 1: i. — . - +, r w w A' ( ' ` • ♦ ' 1 I r I 1 4 � FIRE ACCESS ROAD r .-..._. a E4 ' s re aaa.rr ■ • ws:1�_.• ■ o � o � � 1 0 � 1 � i ' r rOP ,1 i I ..,. .. . W - - - - — — , � .. — .� r aJ r m r a •..a. r .. .0 r .w .� r. - .. r - r n.o r ♦ I 9 % It l • • . .. . _ . . . . . . . . 1 I r N'f Cl. J /w�+cutin ;rte ~ � I SITE 1 a - SLOPE �; r __�_� o` '. •�...� ` - 1 i--� DEVELOPMENT 1 R r45 S'17 \� R 1 I ( PLAN- PART AN- ' ( .. we �� w w lislrwoMr-� w� • to s w w I 1 ' P A�� 1 ,N HC A('(FS.Sa9LE 1?r)i!TE-- TYPII;AL FRE & M C _ 20' Iia .. y � � ------••� 1 . �QUTIE J� TACCESS ' i II 1 1 1 . ...--- { 1 I 1 ! ALL GROUND rLOt�t OWEi_E ENG 1,110/04 2.50 Pik UNn-S ARE HANE)ICAP ADAPTABLE. ALL t"POMM01' ' ;L FACILITIES ARE IZQ�s�ns ' HANDICAP ACCESSIBLE. a � E ` H.C. AOC.E.�{BLF. POUTi 1`�FLAN CHECK. 1 1.2.(4 1:20 MAX. SLOPE W/O HANDRAILS (UBC 1109.4.4). - 1:12 SLC>aF RAMP W/ IAANORAIL..S(UBC 1109.7,2) 0 Cm ,,D s 1 I 1 _,.................. —......_...,.,, w w *A%SM M r .. •awns... w a OMNNW s .,. r WAMM.Pp w M AMMU••rl r ,,. � � •Zd'' n (,� a S. -�• ,",� I } .. ._ �1 PER LST: 113.2.2 .._ CURB RAPS 11 1 1 1 I SiDEwALKS MAX. CNOSS SLOPE. 2%(I1Bf 1109.7.3) , "' .. _ _ __.... Job 2356 _ {1 t i —�fsv4ny r ' rTs 36" ANN. WIDTH FOR THF ACCIESSIL3l_F R0 7F (oRC 1109.4.2). Cmygxeer��1i • mil • • • la{>�■I�aw a •I■alllaali•aa s a arlleeawi■la>•ae s trleaaa��e • �•at•aaalalltw • • • a•l�t•NII� s a aser■i�wlsalew +di�nnvartsr+aie a r 11..Ail .t.� ew�w 23SO,103 SltePirAnRF',/ r 1 1 ) ? 1 I 1 1'1/1."!/04 2:50 PM ,`' ,,•., „ r 1 1 1 BLDG 8 I 1 � 1 ± sh 24 units Y' �- SITE PLAN •. ;., 1 1 " ' »< Al 03a 1 PART SEE DRAWING AlA 1 � ��L�: 9 20 --,"`.° ,.., +... � � '� ' " p -----•----� 1 ' ; ; ! 1 � t t �{Gtsltyilpihx 2Q04__' . , ►"'� Li'l►EE T A ! # M 1 Paul Franks Archltectw* .o - r. a y� n ter y� . ili {r i r t .. '.. .. ... , :.... ,..: .._ ,,' r ,.- .. ...., _: .. _,v .. :.;..., ., .. ,., .. :. ., .e, - ws `.:,w'rwl.-:iiY'MNYww•tr-WrN . ... ,•; . :. .. .,.. .• .. .. '....- •'sst: .. .' ,.. :,. : vw.a.Mr.-a witec.d...rt«w..{r. .;arivt7aa......u .w'.._vYr./.'Ysr:lYl.si,-_u uN..ti s... :-.+W.- •.•w.:-L:.w•e'JYL,6ti.a.LB:aiW.:o .aw:L,V.. ":.iYw. 3v't:lniewi: ' :n,: .:.-: .. .4"J•. w<.-:.�-„i'r t:i.�.Z.t^.s..Y.' .+. Yy ......• .. _. ,.. .... '^ '^..- rJ - WWYYf�IWlrYli'!ialwWl�rlGZI.E'(ri iallauwi/,.r,.r..row_ cwd�i...w.„,r,ca.a...sr..r...,v.wa:,w .,....._._..w. . _. � 4.:. S,. '. :- .f.. �_+L+:.a.eYv�,�„�y�7iv� llwr. sr""` s_.. >, ,..._s>...........,<.,,,......-,,.. .....- ..._. ._.„..•..a'- iVuUt,e.., ... ..,_:.,..y,_ , � d'N. b��'��n�fit,w", •e, s.; s a 1, -'r, i SART A-SEE DRAWING Al 03 . 1 I 1 i 1 � � w ...■ ■ .�•�W .-.� .+ ■ ter, ' 4 1 ` r _ • - - ,, ,■,■ • ett■wwl�lal■ • aal■t■tl�ela■■ • Ile�naaln■ • aollae�lll • 1�■rrw■I■.a . • twlwll�ll • � • ■1�1■�w • al�lrn■1�► a orw■•■r1�11 • twllw R � • �� a ' •r�� ' '-� A .1111 �-irar 'wr` , 1 Uj 1 @i.UG H 24 units1 G AK TREE. APARTMENTS R-?5 MULTI-FAMILY RESIDENTIAL (EXISTING DEVELOPMENT) Cz 1 ' i, C5i� '_..1 1 1 1 , ` r>, � 1 '' 1 1 _..._.... 1 + ■ ■ «aawr ■_ ■ tet■ • ■ IL,.., , 1 j , FIRE bE CLS �N Paul Franks Archltec'tur• 1, 1 1 11"'_._ •• .. 1 a ; I , i , 38M 109th Avenue NE }y---• 1 1 I' f , 1 1 suite 222 1 1 Bellevue, Vashington 090014-7813 1 -^• / ' I 1 ! 1 I I2� FMERGEN0 VEHICLE DRIVEWAY ACCESS Telephone425 254 3 0792 qr P ,r93 20' NiIN. WIDTH Email Paull"Interaaonl;necorn ' y a � t ' , 1 � K �' ` � • 13' MIN. VERTICAL CI.f.ARANCC _ M. � � :..1 „_w.s ��7Y'X'�'wRru*Yw.-_.:..yl�x:-�'-'^`'�% •+ •; - r I 1 ' ,. N t 1 � • O .Oiwm1/�.. � r I I 1 1 • ... . L _ � � 1 w w ,w w • J w ws • 1 o L r ' i �♦ r 1 ♦ i ( , i ffIRE ARANAI 111M•:SS Mme; (L!r~C 4OZ.2) I 1 i tI _ — ` U ,_• 20' min. mcrth, ?5' inside !edlus, 45' outslde radius ._ „ _ W .. � r 1 1 I 1056 mea. grade, 13'-6” min vat. clearanca I � t 1 I tJ 'T PARMQ111111111I .� ♦ 1,.,, 1 1 I Fire eppare",�>< access roadway, curttis shall be pµ:ntad red rrnd markic "NO BELLEVUE, 1 "` w w w w r ..r• ♦ .- 1 1 1 i PARKING I!RF- LANE" art 2 S' L e° stroke teeing 3h•il havf a of :!ot less then 0I WASHINGTON WASHINGTON fz� ",,, , 1 + M_ •__•.._.._ , "`1• 1 ( 1 I Inch �vrde r y s:x Inches high. 1,;F C Ser 901.4.5.2) 'g� 2266 Refer toSpecifrcm6uri 02580' `,JC Mer -trigs and Site Pians for snectttc locations �kw I 1 ' f I On'31te crrcuiaUcx: con•tFltes the Unt'(xm Frre Cuda Yof elnarQency access tot vehicles and equipmlint. Internal ct(veAay turning ri,.i ere a r'ninini Of ?'i-h. Ap pa 11,? ( 1 1 T_1...._..._.•. , / , i ( Inside and 45--f-t. ot.tt 0dn dimensions w!tn c ?0•+t, rninlmum driveway IAJ , I , 1 1 1 width. -f=j ' 1 r _ _� CmAll portions of A bu,ldings are w!thin 1 5t -ft. of fire truck access In ccxnpllence with the 1997 Uniform Fce Code 9021.1. f { l Fire hove length shown on drewing corrrptlies if the '.otel maximum hose length is r , r ...-- .--- tt._....__....__ _ , ; C._• 300 feet cx-!ess as measured arouno th,% building. N 1 a I I Fit �� !� a • 1 1........-1.. .._.w a 1 t:j 1' •� � .. � � ' 1 t 1 �' V ' k4 ' 1 f ■ ■ 1� ■ of ANN w @Omni ......_._.__..�....5' '-. _ _._.._..__.._........_.I..._...... .,.., '.J..._.. _......__. 1-•— K , 1 1 � cQ 1 f / R 1 1 l; , ' I ' Cz � N r' 1 1 • . ._ i1 -0 DEPARTMENT CONNECTION Amokn 2b.00' + I 1 ; �`I' REFER TO BUILDING PLANS. 100' MAX. TO FIRE HYDRANT �wr t .. l�'"'-- t { 1 t ' ' n i ;•., ) I ill I ( FIRE HYDRANT v ;>e^I�w st ,�' ' 1 �.._ >t..,rau/ay ~ ; 1 �, 1' i 1 ,o._-•-«......, � -..."_'° t 1 1 N i I REFER TO CIVIL PLAhS 00 si s `ff y'�1 ., � I -- 1 1 •......._.... 1 Y i _ ..t... ._... ..�, , Y f 1 1 1 1.� 1�j 4.1 f •:*•rMe'smut'• .al BLDG 18 units 1 c i9 ' ,t kly +l kLr r,c '0'1 1' 1 r,wlFr:Aff�fi:. BLDG �41 D 1 1 1 ��•.i"M'Y7'1.i i I 1 1 _-. .... 1 �y.�{ ..t 24 units 11 ' 1 !t„tf,1. ti.�: o°��r4� rr� edt`'rRI a °Y °,�;' �. .. .....,+ I ,.,...r.».._. 1 w.►........ ._._' i 1 1 ' '' v t r. IrY,"s ,"ldY�{all:�l�}°Pz� '� 4 ir't � • , Iw .�) � 1 F'CL ...r... {_ t ' I! 1 I `LQ 8 .• 1 r. __...w__.._ _� �-- I w '�t.. .�,�`��,p` .Y tl�ytr ! 1 --... "'^�-. / 1 ! 1 i !t)' { 1 � � .,r.•-_,.• /•+•. ...�.. .. ,.. .�.� 1' ' 1 i 5 �f' ` ''� r �rr'�" '"�I, Y R ~ .... � _ ..__ 1 1 . __._ _......._.... 1 4r i '�... ... ._..: �w R. Is eete� ■ Iftlas■eal■-.Y11 ■ tt�ll� w ■ + I i , I , .. _ -. 1 1 ..._....... .__ II jj 1 ..: t ,,�xtt a •.Y °i �b?'1 t H V `t ,1° )�, r { 0 - -1 1 -.."` _ r 1 ! 1r....._ - � � C' �` a ' - I i i I i s�t� � SITE CJEVELOPMENT PLAN rowmw 'ri r , ti • t i i { ! - ,�... •i —T - I PART A ' T•. '° r,I( r„ .tk•s : t 1 � - ., .. � •':- �, � r1 IRE & C {� y��,. `` f,l'p` .;„,* S��^ ° LR.It. , r:5 ,a Y:S*{•i ,�5.. 1$ 1�; � + w• .. « N r ... .. ,. rr w. a. w , .... 1 ... �,,. ...� 1 , ( , ACCESS 1 t•1 iyti�,� ,iii'-.t ,vl .l { `r w �O \\ >r I I I i 1. 1 1 ALL GRCO�I)FLOOR PWEL LING* y, y .1 Date 9/22/04 5:11 AM , �` 1 ` � t -- �!' {5� t�, Iii�'�1 T � � 3 � r' r ,,,• I � � t r"'�' .a�^ r _...1 ir,`711. 'k' ,� �.,�, ^:�y y,f Er`I ■■ # �*Iw w. o» s. .-. .r .,. .e • .a rr u N� wY :r r rr w� rr ,r r� 1+ - 'Q � I t II I y � .� 1■ '�-�--• � 1 UNITS AItE. Nt,NDK,Ai' Al�a.�'' "1'1` � 41.1 ,'t)IriMt1►� 11sE FACILITIES ARE De :`'"t ,Y' y °,�sr f't .a { taY” ♦ }ti m ; ::T•.r;cs 'o..r-.. ° 1 I I ' -..._._. r „is HANGICA' '1CC*cS51(3LE.. Revtldai•» 1 c. a, >• t RE ALCESS 120.93 r 5.�, ! � '� lar w^ 1 r w e, t 4 x e y 1 =. - ,• ,, w �, 411, FIRE ACCE55 RCIAFJ % r s - ` '- w. w. w a. , a, — — .. 7 W rY 1111 AY .r an .Y, to _.e y +., M ..M • .r w .� s 11r rr �Ir rr. ..... w t , I H.C. ACCESSIBLE R{.ILr i F � E i , ` v 1:20 MAX SLOPf. W/O HANDRAILS ( 9C. 1 1(NQ, r a+4 ). ESS Fl1DFIRE ACI, 1 1:12 SLOPE RAMP W/ HANDRAILS(USC 110-72) D3 % hl, � �y Y. t d4 ,° f� `a •ti Y r• 1 r4 �� ( t ��a ' Y f s, � ,,,,,:,.. ! ♦ .c• �, ... .. I CURB RAMPS PER UBC 113.2.2 F �,., ,,,.frJ'Y Y r.A,�1 II.:M'! 'ii 'w F' ..._,... , ....• rfRIDll' _ AMR :10 SrIDEWAIKS MAX (ROSS SLOPE .46(URC 1104 �.3) .... ...,�,�.so .__ r aw w w Flus o.e rsr u r 1111111110►r mom a 400*.n rsr..rw„_.r w s wrv. a.war...r,r,r.n.aa.w r w. ...,..__w.r. .. o _ 1i"�IOioMR' S"111^ #"�R'^�.pRM' dl"w••.tM/1�w Mr'wP � •"'IRltt� faf !aRe�11'W—O* 'l11"Mem''rY•"rY f'"��!I r�"#fir ,e•'71" �r e� l 1r�Y r�w•Ir YTHE r . .Y ��" l�AM WtI;TH FfHi;NE ACCESSIBLE ROUTE (UBC 1109.4.2)• —��_. �r•r+b 1 , ' , IN i 1 _04 Y i 1 I GDrmuterFG - v 1 I I Lar 4600 I 1 x3sa.1; Site,,;t�, 1 1 � 9/22/04 5:0 AM I i LOT 44th '4RESIDENTIAL /��t / a �� . � i R- .S SINGLE F MILY RESIDENT1 AL 1 I I Si�� PLAN rl (ExISTING DEVELOPMENT/ I I � ------ �` l012 _7h sc�.lE: I" . zo' LOT 4900 1 OT 48L)O LOT 4700 Paul Frtmll•ArcWtWtM i` r , pA .;..,.. , - x �3 J ,:..�.n,-. .,.-'--- __.•_,_.,._ ....,....,....e,n.,wm �IIrN*+,txraiMd' IwMKM► , B,r' u�lllljiltltltllr } ,a tI ..r,....• ,':. i � l. � 1tis� „ >~I , 1�1 ,t n 1 1 � • I I j1 I t ? f t x" 4 14 I; I3 1' ►� `alta �� I" j tKftniat ra .... . . ,NYSYIt�L , NYw.c�larrrl.�► ,�I111�4' ' ,..k Aft AM I "' 1� 4 yk J d ,.. ^ , / '. , Y . .•..' , ,. ,:.. is -. :. ;.. ', - , :r . N _ t n i . -. rl, 1, �... • ry n{.F.., ..., ,.i . r ,.k �' ... - ..,. I. . .r: ... t., `- w. o <rt4� 1 _ d1� Y b. H kr R.- E 4'�S r,,'-��`'i i•' 'P ;,.`VM k , pc+ e. ?la b .. .. .. _,.., '. , .. -.. :. m., ._.,. .:,..... ._ . ._ :. -_- .n .r..Yrn.uw:aws ..,:. .,... ,.., _.,.... .._...owr..........L.:. n.:..wv,. :..a_.d a.,...., A:a.:-...w,....r..,.u.....w.....:............•.,...,....,.,...r.....,.,..................._..»......... ...... ..... .. .. . _ _ ... ,..,. .�.� ::-, ,...,, .. `. _,..,,.,.,. J:.. may:,.. "r -1�`f,M,iP � Ii. .. r.�,,,.._ - -,ywav' ..rr.-a• 3v -dfc,a,do.- ...Ybailr+tr,a'ww•1w.Ir+r.0.>,.....,..,ra.r..rertlr..+a+r+.• a ..w ..........- ,......r,...,.a w. w.. i.r.r.e.w+...r. , .....z.,-,...ti rxrrs,wri3iaaa,.t.ner...,re.,.r...,idi'..uuwE+vr .5....�=.s,i..wx:yrt.u+Wtiu.'.«:µ:. •a-3..'_•L1i'' ,., . ......�..:-, .;:..+.y+dl�l'I .uSIHY,.rwr+w ' 1 ., moo...-..�° '� .. ..-... 1`- WP SLOPE 1: 12 MAX. --- � f - Al 75.1 _ LANDING 5' X 5' t 41N- �� ! UK 1109.7.2 �--''J + UBC 1109.7.5 17-0 ` 0 HANDICAP PARRK;NG SIGN RO SSSLOPE 1: 50 MAX, ORB , Y 11 -0 -C 3: OR20-6U AT VAN-ACCESSIBLE -1114- REFER 1'0 SPECIFICATION � RAMP I LANDING kAMP� fwIMP WIDTH 36" MIN. Q SECTION 10440 IDENTIFYING �� I / /% uric 1 10 9.7.4 Li DEVICESCX1RB )- -- - TT _ D f 4. 00 �- LXTRUC'EG CONC. ( x 4 ¢ - ^ Q MIN. SIDEWALK CLEARANCE E � UJRBf'- _ �� c► c c a PER CITY OF TIGARD v I c ' �MIN. �_ . = LAN.,SCAuwr; 166 00 EXT1UDEG CONC. R RAMP 1 17SLOPE Q M 1:12 SLOPE •-AVALK CLEARANE DOWN 6, DOWN 6' iQ A SIU C to PER CITY OF TIGARD >' ° ; BUMPER BUMPERP- a c OVERHANG Q OVERHANG L < I ,-9 z � -.� 1� '"' PER CITY (OIGARD "'' VE_Ft CITY OF TIGARD BUMPER / c i BUMPER - - `1� OVERHANG I Q UVERHAIJG F.O. ('UR8 F p. CURB F.O. CURB i�r` - ) PEk CITY OF 'TIGARO PER CITY OF'i ICsAkD UE'TECTABLE WARNINGS PER UBC r � 1109.16 ON LANDING AND RANIP cc C/L � F.O. CURB F.O. CURB ( i : � I DIAMOND PATTERN FORMED BY I I STALL PRESSING EXPANDED METAL j I GRADE OR VINYL MESH INTO WET CONC. i I I I � I ,/ I WHITE PAINTED ACCESS AISLE c ; c I I a-° � c` ` 1- I (2) COATS 0," TRAFFIC, PAINT 4" ''WIDE WHITE `f' I 0. 4' i ," a c ;,� I ;,', I I '!1 4"-30 DEGRE! STRIPES S,ALL STRIPE ` �� I d ( I I 24" SPACING Paul Frankel Arch1toclure (2) (:OATS OF I �• �j 1 0 `Q '.' j I 3605 108th Aven�se NE TRAFFIC PAINT I �� d � �__- Pulte 222 j ! --.-_ Belvue, Wsshur ton W,0:1-7613 -�� MAX. SLOPE 9 ' $ I h i I ` I , I E" H1-. IN II TE .1 I I 6105.1 FOF H,C. ACCi-SS425.80Telophd 425.H 0792 I BLOCK LETTERING j� ! `4"WIDE. WHITE 4" WIDE WHITE: AND PARKING SPA ES Fax,425 803.04134 I 4 WIDE WHIT I 1:50 (1) COAT OF STALL STRIPE STALL STRIPE Y (/' i I TRAFFIC PAINT I 2• COATS OF (2) COATS OF ` STALL DLI. S TRIPE I 'J (UBC 1104.4.3 j I i TRAFFIC PAINT .__. TRAFFIC PAINT (2) I f "£SMP IT- I i c�ZOM _ r TRAFFFICFIC PAINT PN � I r1A1 C ry�AA1VC .+ 9. U446.6 PRINTED ---� HANDICAP VAN ACCESSIBLE It INTERNATIONAL ✓� �- i SYMBOL OF ACCESS AISLE ON PASSENGER S;aF- ,y� WA 2266 ON WHERE ONLY ONE HC SPACE 6' OF CSF ove M Q Q HANDICAP ACCESSIBLE: • AISLE ON PASSENGER SIDE WHERE ONLY ONE HC SPACE 16Q I v �DRIVEWAY� Q � -DRIVEWAY J Q I c � c Q CkNl7ERLINE N > CENTERLINE �� _ DRIVEWAY Q DRIvEWAI' Q CENTERLINE N i CENTERLINE w C1111 O F 1 m " Cn SO HANDICAP ZI ' COMPACT SPACES 5096 v1AX. OF TOTAL PART„-'i ______�.___-� .....__-�__ -~ � PER C�Ty OF TIGARD ACCESSIBLE COMPACT PARKING COMPACT PARKING STANDARD PARKING STANDARD PARKING PARKING .. � CURB & CURB & SIDEWALK & SIDEWALK ? SIDEWALK �n 4 " ►� 'ALE: 1/4" � V-0" SCALE: '/4" • 1'-0" SCALE: 1/4" - 1�� CIO SCALE: 114 r i -0 SCALE: 'i/4 - 1 -0 SC i PARKING ti PJr;d Ra. 4a 141 f SIGN IOR20-13B OFF- r1KC 1-:1' %V SFA( 1. p'�.1�t�. *NG 14A!loci. (`+�, 12" � 18" SIGN ilk 1 � ` t ' CITY OF TIGARD PARKING STANDARDS �ioa T W/ PIPE BRACKET _._.. _-_3'"0" STANDARDS 6 Q, ��y fi " i'e✓• h i1 ;° " I . e Ile fel 1a tl !1 11.E 1 I.iei{ I.11 1�1� I "... ., a,. '.tnwOn4 1,alapmltm br, 1 sn Y DETAILS NOT TO SCALA �,�,,.,, - .!�1 y. ' 'f r .ti t, • I 1 fl.'Mb ,• rl : 1l :N Ili I j.11 I:7 IT j SIGN OUR20-6D . g 7 4� 1' I I I to 4/e d.'1) "if11.111 114 Q , k• IIIAl I A',I '•ii Ell 14.1 16.0) 801_T TO POST -� 'd:l 1 to I tt{, It NN 11 1 x'k I'►1 f 111 a 41 all ±sl.0 � S" DIA,- V411 IA:- 'I Ip/J PIPE. BRACKET � �•.-- ' It 11`0 In"I 0111 •II,It ! •, ri It I"!' Ito If 104 !41} '' 1.•.0 0 j o l 1 1 11 1(,I I i! 1 i1 I '1 rl it l r•rl ""` U � � � ' 11 •;1 r lJ.fl '`�.n _I; PIPE. POST EMBED IN CONC. � � � 1" DIA, 5TH STEEL. GAl'1IANIZ'EU JAL ( �, - "` 14 to �•I t ! *f 1w It 1 4t h A 14 % !i ♦ IN Hit P4 1'I 1 f(.1011NC1112" '8 1 2" i:14te _ 9,'13/04 10:58 AM r/i., ;N,l R !„ 114 :1► 64.11111 Iti:IT 1'al • t' £ t'i 11 `f1,1 c•1 11 14`7 it „ i 11►'►� ! :x.11 MITI ' - ..-.FINISH(,RR,AOE R+nv4fFll�rld II g',S ) ll ! . 1RIIS �- 68 Nei 4L .YETI 7.1� loll 11 -4 It 1►fl It1+ 26.11 ob" 6140 ll1 i e vy t • +s�t1 i 7+ "-ff to r►r lip 1.y v 'o%4- Ito 1 1 1 f .. . ...._. -... ,.._«- . .ti.. ._. .. .. _ . . . ..___ . .. .. . 'I , I! ((�.w.. � BLUE B_A CKGROJND } OF TRAFFIC •-��` ' !IJait K1,r1 deMl»Is>r.MI I11 �oaR► •1e,c11 1e+Ir4hl,e ,► d�,',4d *a."„a 11tr, - . ,..,.,......._.. . 7 . ,e....-._ I'''r''� 1; ' '•'I (2)GOATS OF BL C -•• •••-•-•-••••-r,-•.-.•-•.R•-••• "..•�.,� .�"" •Li ;::, bdRftti PAINT �AI wry1� ai.p11►w► �►1IIIla!er.gyp, -T 2"WIDE v,%4r r PAINTED _ ---- _.__.._.....o...e....._..e. �S .1 , .__._ _ I 1, Q„ LINF542) CAAYS OF WHrrE -- ,r'' - e +i i`al r 111'r • y si,Y! ... �.1r .� -Cctrrtr�utit�Ntl IKS lay ' '� y ._.._._. kA A , - �Ial'.�fL..Z�1.. 1C Y,..�.,.....-...�._,...._..s.... .....�, ? a,L. . EXA. ��,.. _ TRAFFIC P4/1PI(I'IlG PAINT ' f ' '."' fir.-1 2 WIDE PAINTED l3SC?.105,1 i'Nrl�ng UnUAr, /'r � B (' 4�+II t drr,tll t m 1 wnq r+, wsfN ,r r . 1' JUL- .... ComPLY WITH UPC i l Od-I 9/ 3/04 10:S9 AM ' INTERNATIONAL SYM�01. OF ACCESS E fi A .�„I� al,Af► Iltwwn'i sH; 1r1.:•,• 1RAHW stop 3' I>er*kow,,frmt of�twN, A,ree rrmy he plwlld or Ie1rH*KvPirtg 1B.7B5.f140.•J dl ()RS 447.233 (2)a and f (2) COATS Of W}TETE TRAFFIC Sh1!k9t t►l- i�`� I t' E Wail'A a�M 1"mrMll�rt w, .ti k ..�. .._..,_.._. ...,. .__� ..... # -► 3 r,Ci I e "-r--'•"'----'-' COMPt.Y',tY/ UR�kCiQN�f'T. CSF TRANS. HANDICAP �, �+ MARKIEVG PAINT t >' # ,pN.yr ry11r 11tNlulrla>* 1 4 arilelllt DISABLED PARK NO STDS.DEC. 20, 2001. AN D I�Af 05ml PAVEMENT MARKINGAWE BFTWEEN BIJIL011�Cw4 Al PARKING Or+�stnely+ / perkhr�f>fr+lnp vulnab4vtui ► 8 ft 1B,��o.04o.e.�.. HANDICAP PARKING SIGN - ,,tr�'�� L1rlvlrwllylN i 4Ya1►ilnPl iulltQ h*w rr>om wlnt4.'.► is a t0 ft I i1.71�J.Q4A•R.3.!a .,.......,_. ,. ..._� -O(ApMrinftt 2x04 1 11 Sf'ALE. 114" 1'-0" ...,_...,_..5��-.e..... ..- .,..,......,....r._...,... .' ,,. ..._ ,.. . .. .,_.. .. .� 1 -D" � � Pwl Fnnlal Ar�cldtecttlre SC:ALE', 1 1/ v 1 ,ti1�1dMwlMh�r�•I+l�WdIE�IAN�gIrY(ItA1r 1•w. , ', 1 .''y• ,_ !. :.l ;.'�. E , t� ' J i. t iii I' III I ! t' 1. ' ! t t•„•r` . t t, 1 .f I , tk s11 I `,`;ill 1111 ➢ : :'I:�;I , :. it :,1 t.'.'I i ,I ,If IL,Ia; .f .r i,i'Is 1,, i r• ! Q •1 , i. 1 t i . ,.i , II „ IIA !• 1 ! ' ' ' I ' I I I 1 I 1 I , , I I I l P ) i I I J - , �:►f�R .. .s • � � .,I� ... .,.. 1 .I.e ,.s , a � ,�l ,f`o- f et. ■eh a1 dt'i i �Q'tA 2l•r!+ j 'fit' �� week '�'� �.�� ,��P •'�t t , ' A 6' a f�I I J 91 .. ........_ : P . . ,°-ti > . 't".J.xra +u....,4w..Y.r.'o-o.r.«.,.>•-:.Lti..,,.a .,..:...;.u..s�irr.,,.e._.r.x.l,....,w,.a_r..a.wc.m,..w.r.;..-..c_._ .w.va a'l.urri.,lilJY'4PiJuL• «r.4i¢...a...4.ikW"Lw na,ri.4L.br. . w.:+.mw..:r..iorca..w.kr..ra....udes_.SL..o...w ..-v._,s.d.,...._-.. ...,.:.,....:_s. ..w.1..,,: .,-... - .:._:. I Ilk .; -:,:,..v...... ,.ir.�L1w.MYstlltl ',�r9re'antn�l�'E..,.. ..4.7aYA4.saan� •i_...,w..mr-.a...u..r.},L.:wtti+rs..�+irYlwor+.,w a 1-1/4"DlA. SCH. 40 STEEL STEEL RAILING-WELD^ND HANDRAIL ON ONE SIDE OF HARKING LOT PLANTER r 5lvk'�O'T'W STAIRS !DISTANCE BETWEEN TYP. EX"i aUDED _ PLAN DIMENSION_ .. ALL JOINTS. PRIME , 7 SlAi S. 1,LS NOT E BET E TNAN CONCRETE CURB \ � -- - CON7ROL JOINTS 1'-6" -- LANDSCAPE TOPPING COATS ALKYD 8811 • 20. O.C, MAX. O BASE ROCK PER LANDSCAPE ENAMfl- PAINT- I EXP. JOINTS 0 60' O.C. \� i'-0" -- LOCA-ft CEM"ERLINE OF � SPEt:IfK:ATIGNS. (4) 1/4"DEEP ELL WE.I.DED d --- ` �I j RAILING 3"FROM EDGE OF MAX. CROWN AS SHOWN. Z" t"sROO'v"ES �� SMOOTH �• 'STAIRS, 2'-10"ABOVI_ rRfAC) t, PAVING bFLL�1N T OP CF CUi2ti Si'AC�C t 112" ��. ____1, NOSING PAVING cFC'-f10N PER \` _- � ., LANDSCAPE TOP SOIL FILL CIVIL DR,40iNGS T PER LANDSCAPING SPEC. TYP. EA. TREAS? SIDEMVALK �."'o''�• 7" MAX. RME.R HEVjHT \ , N051wj -- ALL RISERS EQUAL IN EACH :• {. RUN 1 BACK SLOPE TYP. � c� j',t;••;:'.,•;; zrTi - PAVING EASE F� � � c�°c��dd � � ? `;" � ,' C) PER CIVIL a, �"�Ty ' ,..•.. -� k,. z> yl. co�qq, s LU DRAWINGS r 0 dt7;d• Fr- e STRUCTURAL - SUHGRADE l kr _ _ _ _ _ .., _ _ - _ _. _ _. _. _ _ _ ._ _ _. _ _ _� ., _ _ _ _ _ _ _ _ - _ - (1)M30TRLADNOSING- s ,,�. TYPICAL PARKING LOT 2 cr W/ 90 DEGi BEND AT Al 5.2 EACH END PLANTER SECTION -� CORE DRILL. CONIC. SLAB COMPACTED AGGkEGA1 t_ - _ _____ SCALE: 3/4" . 1'-0" SIDE:WAI_K PIASE AND SET W/NON-SHRINK NON-STAINING GROIff r"° ', L'"'" ';�!' �,,,' TYP. EXTRUDED--_ �I r TYPICAL �.1�TERIOR S i AIRWAY � ,� LANDSCAPE TOPPING ' I TOOLEL` JOIN') -- ---- _ 1/2 FIBER EXPANSION CONCRETE CURB I �I I,_6„ sir" PER LANDSCAPE Paul Franks Architseure "G" EQ. TO WIDTH JOINT WITH SEALAN ~`�-- CONTROL JOINTS Gt x BASE ROCK / SPECIFICATIONS. 3605 108th Avenue NE W/ 2 ORI RE RISERS ONE 513E OI'Jh.Y� _ - - 01 SIDEWALK -�` 1/2" ne223 _ JOINTS LESS THraN 1%7" NO i \• �-_, EXPANSK)N JOINTS • 2U O.C.O C. MAX.�':kX. \ o g CROWN AS SHOWN. 2" Bn�leaue, WNeh,n�ton 98004-71313 F!7, 1/4°' RAD. - EXP. JOINTS lF 60' O.C. 1' 0'I 10 SCALE: 112" t'-^ UBC 1003.3.1 STAIRWAYS REQ'D TO BE F� --F_, PER UHC \ --._ 0 2� O.C. MAA. \ BELOW TOP OF CURB \ 1 4" TOOLED EDGE '"-'--�• Fltx 425.803.0934 108 ?OA 1106.7.5 ~`__\` • �• PAVING � Telephone x25.803 0792 105.?. 1 US.L a 4" COlVC.SIDEWALit---••�_, � ,r PAVING SECTION PER .._. LANDSCAPE TOP SOIL FILL f 4" CONCRETE SjDEWALK, -- �� _ _ \ PER LANDSCAPING SPEC, -- 1-1 �4°" GIF.. ",CM. 4U STEE 1. � '-� ,� CIVIL DRAWINGS I ;. STEEL. RAILING-WELD AND HANDRAIL ON ONE SIDE OF SPACE TOOI.I_D JOINTS AT A DIST. "D" EQ. - COW`CTED� _ GRIND it�1i11JTH STAIRS (DISTANCE BETWEEN �`��.. ` c•t•t'• / SUB-BASE +', TO WIDTI!OF SIDEWALK OR AS INDICATED �' .� I ss+ tir;trtr;;: �� ALL 1�)JWTS. PRIME + Z HANDRAILS NOT GREATER T11AN �, I I ALL JOCOATS ALKYD 88") 2-J' PLANS UNLESS NOTED 01"HEkWISE.. ENAMEL PAINT �_ I COMPACTED 0.0.040.4•dr , �-- LOCATE CENTERLINE OF ---- _-___� PAVING BASE S (4) 1/4" DEEP ELL WELDED 6 --� / RAILING 3" FROM EDGE OF SUB SASE -`' • • • ��°oto �? E. F ; EXTERIOR PER CIVIL • . . . . . GROOVES GRItdD SNIOOTI� \ ,'_ TYP C/� i ER!®R °•°'JV°°• r, STAIRS, � 10"ABOVE TREAD ;p.in.i+ari e ' • DRAWINGS SPACED t 112" CONC. lvG:,ING r ",+�` y t BELL VUE, TYP. EA. TRIL41) SIDEWALK ! STAIRWAY FLAN STRUCTURAL � � ,t,y1 WASHINGTON NOSING - � 0 TOOLED SCORE JOINT TYP. EXPANSION JOINT SUBGRADE - r ✓;j ^ '�� .�. 2266 _ - ALE: 1/4" • 1'-4" 6 � _� -�_ .._ 7 t•C � � SC 311 1`-�" Zle 1,_0,1 - _. - -- - -• - - ._ - - � - _ - r - - - - , UBC i 003.3.1 STAIRWAYS - 1 �F `• ` \ t`-0•. 111, __...__..._._ �► a TYPICAL PARKING LOT __+_ { i N 7' 1.4X. RISER HEIGHT 4 r - I ( ALL RISERS EQUAL.IN EACH 10S ° i ---- -_- 4" CONIC. SIAS W/ SYNTC�ET,C CONC.EXTRUDED g U) '� �� :•---• 'jY,.' •' RUN. 1" BACK SLOPE TY.'. USE 1" EDGER W/ j 2'-O" REINF. FIBERS BROOM FINISH ' .. .• -� q SCALE: 3/4.11 _ ""�'�� a 3/8" RbIUS SCORE JOINTS 0 S'-0" C.C. 0 : J _ _ 1 • 1 -0 A. ;< '\4 I 've EXPANSION JOINTS® ?.5'-f�" 4. rl L aft el a a °k 1„ •• ! Cr nn O.C. - /- �+►------ SIDEWALK DIMENSION PER SITE PLAN ('? G a t . --- - 6 t SLAB W, SYNTHETI N !R 3 !TT+EA NOSING'' � I i'' CON(:, A ' W, 90 CEG. BEND AT EACH END r Al J ;j SCORE JGINT ., PER LANDSCAPE PING tj r� REINF. EIDERS BROOM FINISH SCORE JOINTS 0 5'-0 O.C. SPECIFICA.IONS. 0 I� a� `� TYP. EXTRUDED- / r r EXPANSION JOINTS ® 25'-0" � CORE DRILL CONC. SLAB 4 u -'' CONCRETE CURB .. r ,° r ?fi + r; *� n• COMPA(."TE0 AGGREGATE AND SET W/NOI+I-SHRINK "' 1 -b O.C. CROWN AS SHOWN. 2" CL "� T CONTROL JOINTS ` _ E ROCK `Z7 SIDEWALK BASE NONSTAINING GROUT ; �A1 5.2 EXP. JOINT 20' 0.C. MAX, 0 S BASE ROCK I 3/H" RADIUS BELGA TJI� OF SIDEWALK EXP. JOINTS 0 60' 0.C, " 1'-0" f TOOLED EDrE TYP I I y TOOLED SCORE JOINT I LANDSCAPE TOP -SC•'IL FILLIto C+,; TYPICAL EXTERIOR STAIRWAYAl' •• PER LANDSCAPING SPEC. 00 MAX. � PAVING A,'CURB / SIDEWALK OSS SLOPE 1 ' / SO MAX.MAxI / -- EXTRUDED CONIC. CURB „ PAVING SECTION PER !Nl'ERSECTION UBC 1109.7.3 "s QLE111 �R5 �NE Sl� �.INLY 3 AT PARKING AREA " ti. ., CIVIL DRAWINGS I I � C'� _( , O \ r r r r. r. r r.•: !'•r tr'•r'•r4 N !tr:tj tr':i tr'tir'+::+rami tit:+r:+:".r'+r"•r:°'r'ti:'ir'+r':.•r •r.tr.t..':ar'tr tr. � 4 URC 1003.3.1 STAIRWAYS 1 I l AN (;Hl (`K 11.2.04 S � {•,{ti {ti{,,, .,{.,r.,{.,{..{..(•.{.,{.,.,.,r.,{.,{.,{.,t..;,,t•..,,{.,., {•,{•,{•,•,e{•,{.,r.,r.,r.,.,r.,..,. PO OO C� � � � S 2 -Ll rjr�'r�.gtFy,,,,y�rr' f' ;6�`t;i i :'� `,,..-• '�..'//� .^.._'J �•. � •;rj�rr .t.' r.'.r.tiri tjtj• t t t t - •C�i°aGiGip � S o I ( � .{,;4 7�•�;f�r 'i,' Yf f a I s" - I � t" •- -• •' ;- .. • ' •M � .<•�iQa •�Oi�t /'� i `../ 'r�4141, 11,., ', trrl Y s ¢ ` r•'t'4 sA�es TYPICAL SIC�EV �s4� - PLAN VIEW - .t. ;r, s,; - [ SLOPE: 2 HO R PAVING G BASE �, _ �' r�/C. ,..., r '�� 1<Qa. KO. O►d rn cc ;.S•. )k!'S{�;�', Y �4 t t ,i (h..1,�.�k ICY •i SLOPE. 1 VERT.. 17\ 1 L n1,1-i - MAX. (U 1 1 ) .._. ..._..,...�a.�.�. .. ...t...* �R �.'`Y.y;r`'a . f t I •.J.lt�, �l� �`�'-eA`F i) ,._ Q "I , BC 09.7.2 .+i. ,�.,..�. d _ r. CROSS SCOPE: VERY. IN SO HORI2. MAX. (UBC 1,109.7.3 r PER CIVIL � �: � I �� `"J�> t .�S�a` ) SCALE: rt ,{,� � z ��ti, $RWtiC R QiR !-- :,,5`y"qq••� .i '',Nn, � 1. '-, r'°,3 ,,tyyyi:.A/{� �t�,?yr SI.A LIG: 1/� � 1 -t/ _ - ,�^ . < '� r�` \X� 'f .. � Jv�,, 'w>• .'.i•r*.;}.$�f .R!'.T �• r 1109-7.4) DRAWINGS -} 1, i -.'�. �K t;, �N, r ✓e ��R �(,' ;• ! .;. , W011i: 36" MIN. CLEAR WIDTH (L1QC r ; x r , 1 PLAN CHECK 11.2.04 �-.t ` <� < , : ,. C,y� R4R Q Rio G. EXTRUDCD CONC. CURB LANDING: AT TOP'b BOTTOM: 60"MIN. LENGTH IN DIRECMN OF ff 6'-0" � 4 >, t , Ss; 7. , ,. ., > '; 2 w t t Mme- _ _---_ �_- USE 1 kDG'r.R 4Y/ �. s; )' +- r 1 ti RAMP X WICaW OF RAMP UBC 1009.7.5) 1 " S 2 ( 3/8 RADIUS 1L5.� STR�lCTURAL k' ' v y > HANDRAILS: RAMPS$'I LEPER THAN 1 VERT. IN 20 HORi2. SHALL 4 CONC. SLAB W/ 5UBGRADE ;.. ,r7.7 , 'f, FILL CORNER AT EXTRUDED 1�.- '~ ., ;; � ✓, . , , , ?;yc�`'�:'L „ ;"t yfe �,' f HAVE HANDRAILS BOTH SIDES(UBC 1109.7.6) � I � #3 BARS• 16 O.C. EA. WAY �il.�li ' k��\� r�` �u ,1 -�'.r .�` +ii��' .." ��.I. .: .• r. J � I CONL. CURB AS SHOWN SIDEWALK BASE SCORE JOINTS 0 5'-0" O.C. ' I i' DRIVEWAY � �+ � '', MayVAx , TYPICAL CURB SIDEWALK PER SPECIFICATIONS DE 1 ECTABLE WARNINGS ---_ I - -} SCaaE Jo NT 1 'l :,� '0 u.. F 1Jx AI',>'�:7f tq 1 ►+ra....r.►no+. ._ ww.. . / ' 1` r 'n I 1V' t+l I !!+15T'ALLE't?TO WARN PEDESTRIANS I'"�Y r 103. PRIOR't'0 CROSSING VEHK3_E q AT PARKING LOT CURB RAMP �!�F,�i PER U� „09.y 6 Un r . S 3 ,e � 36" MCN. V1iL}1_H1 SCALE: 3/4" 1 -lJ ----.----____ DIAMOND PATTERN FORMED BY to c,1 I I i �,', k k ,t 6"MAX. VERTICAL RISE. CCS � �t re 1 : 12 MAX. SLOPE PP,ESSING EXPANDED METAL >R x x x GRADE OR VINYL MESH INTO WET 1 PLAN CHECK 1 1.?.04 4.� >ti 14"MAX CHANGE C'ONC. 3'-C1'� ` CURB LINE SIDEWALK DIMENSION PEP, SITE PLAN tNl'ELEVATImo! MIN. WHERE. OC:cx.:�S L)MVIMY ... 4 SIDEWALK At q5.3 PAVING/CONC. JOINT _ S . PO UBC 1106,15 1 ,,PLAN CHECK 11.2.04 4"CONIC SLAB ►A'/ GYNTNETC vt t r REINF. FIBERS BROOM FINISH LANDSCAPE TOPPING N'C.yF''N��V1 r.� ,tkt ' - ,,; DErECTASU WARMNGS PER UBC A ✓ DETAILS N� ' r TYPICAL CONIC. CROSS TALK - PLAN VIEW / SCORE JOINTS NTS 0 PER LANDSCAPE a25'-0" , SPF,CIFICATIONS, 1109.16 DIAMOND PATTERN EXPANSION JOINTS i FORM BY PRE&SMG EXPANDED ---- •- -- ..-_- O.C. C;RObllty AS SHOWN. 2" 3/8" RADIO`; BELOW TOP OF SIDEWALK r' ... . -� MEWALK/LANOM AT TOP METAL(BLADE OR VINYL MESI SCALE: 1/4" •• 1'••0" CIF :SAW 5'-0"MIN. LI<t�ITTH INTI WET C 4c. �' t1lRECTiUN 06 RAMP X ( I.Ard CHECK 1 1 rl a TOOLED EDGE TYP. - .ANGS(:APE'T'OP SOIL FILL. c \ PER LANDSCAPING SPEC. WIOTN OF RAMP(UBC 1(x09.7.5) R0,>5 OPE 1 / MAX. '\ r f'Cih�IPAtC."r'ECi _..._,.. •�:_.......�....,•...w......t�.Q.,.._ � , '� 4 CONC, RAW - --- _ �� I,y � _"'r TECTABLE WARNINGS PER IJBC UBG 1109.'x.3 d1 W/ SYNTHET11C REINF, -� +� t`!(i('Rf:GATE SfC)FiN.ALK 1109.16 ON RAMP ,i, t i r FIBERS BROOM FINISH. �- y, BAS i)atte 11/5/04 5:12 PM .. •a" ` `�� i r % DIAMOND PATTERN CREATED W/ t:;�`,+''+r.;;•:+ r{f{:+{:+`+{,r{:"{`;t{:r'j`,+`+(+tr{:r(•+{.`,+i`,r{�t:tf•:+,hrt:.'t:'t:'t:'t•;t I _--- t+r� :rt t ttti trt t tr ' � t t• t t t t•t t RR r CXf?META GRACE Oft 1?nvl ! _ BEYOND -~ __ L. - _. - a one �• LME Oc c`1J 4 EXPAN ! VINYL r'4E - 15tj I Al / VINYL~�� SH. '' 1'I AN ('I 1F�.'K i 1 11 1/4"MAX. CKAN(n_ ~• I ` . `'�_...•�' � -SIDEWALK / l.ANC1lNC AT TOP t',•`,�,`�,,�l�% •t t" i `'�1�'` ';�'!r:'<'`'"��`� ,; I •. i►I ELEVATION ._..____.�_.. _ ._______ ___.-.__ 8 - OF fiAMP ••0 MIN, LENGTH �,� , � � y' -a � .`'.,• -r ti 'YI' _ RAMP t F'Ea UBC 11 MIS---- _ •� x•• >�: �� aaECTTDN OF RA x ::�.,- � �;� '� >:� �. , LANUS^�'.A PE I •,r: z, II OF A ua .7, WIDTH a 009 S ,_ ,_ SLOPE 1 f 1 C°' I«tAd(, ( ) .. .. - ,> �v` a ,':r y ar ; �� u` RAMP PAVIFM3 SIECTKNV PER .._..., ...._..__ �g z x CMLDRAV4�MS SIDEWALK RASE Na. 2390 �, ,1 `�f, < •y� S:c 1.. � � .{ti ti tti tti ti{ti tti{ti{" i tti{i !\. K .+--TT ^V r •e r r+r •4 M1r•' r r r r i r t; r tr E r r \ ►UOt '•'� ••, ., ` ,....,{ t ..t.t•, {•. .. ., PER SPECIFICATIONS cele �'r•'iT- y'. \� \`�'4j `. �.� .�, �``•' ( . a ♦ +• w ttr a a {.,'r{.+.+tr tr t _ _ '_.,,` _. ___ . .__ ,1,^ 4 {, , {,r{ •r+r•.•�;,rtir ti�;r'+r.+r4i' Dmv m Ry _Fret! C '4`;,�1. :>�'�''F'` •rir>l yr}r 1r M1r tj.+ ..._.,.Z v ''�'i�•,i' �` •- STItUCR1RAL - - �-^ .r r s,>'S): -.n..'s> :h+, • - ' �Y: i 'y \�'•,? `x, �P tae V!i •;. ;.r. - N. ., (..,v.C..j' �• "- it 1t',. }•l�' ' I I •. F �•" '�(� 1 (' vtRr Ma , Jiq 3 �, :� ., �'• .1 .2 51cle�nreilk Details k , 2350 C35 �. ,.k n ',5`.,r. � r .rt,+� I `�t'��4�Sr!A�t�M1 t ka ' V:•: �. TYPICAL NC. SIDEWALK •, *• ..t. ( �• ;�5�` 1 1 �,04 5:12 PM _ ___ \ 4 1" r ,{, •a- �; 4 1A!►WJSti:�klE 1 PLAN GI,ECK 11.2.CW , C f Y• SCALE: 3/4 1 '� Sh'�et 12 , .{•`.<�.. .yby�1.i:ri , ',yr` -�,�p " .. .^f '' _ .Y; Ai '(- .t �'� t '.; r t n � , s' syl• ,, + �i"r Vin;,¢ 1/4 Nox. � Y. 1AE�V (N ELEVATION *' �� '�4 •. . r f ,�s PER USC 1106.6 Al O5m2 I ANOIC�AP ACCi:,S I .IE CURB RAMP raPYArL LIC CURB RAMP SECTION Paul Frenk>'I Archlt•ctur* 4 UTI ..... e a � Si, f Nis s r/, � I 0 a w>•w 1. �.l:A ' 3/4 -0 p J, l r q' - .:...., ::...:..... . .. _SSSS-,.,...,.:., -..::.., - si y�E f •f , Y y : • v._.. .. SSSS. SSSS - ,... -., z., ., - - .,. _ .. _ ., _: ..r .. a.. ........ ... i ... -.. .. SSSS .., SSSS •.- ..,. .•_:. .. : :. n. : •. r ....:..... J w .. ...... .... .... . . .. _ � SSSS ... w.. :- . r yfFF'.'` A�ttey�k•r"Fr�� ;ql �1 a ��i � i j'YP'.�9.'� ,.. ... ,. _. y It �r .;: ,• rIf AI y }!`NFA •:��;� �'� '�5, ` ,„ a Yr art""r l i .: ..: + ,:; k T , t: ,. ., � :f... 'n�. .� _.-M' •, .: ..�... ., ,. .. _. .:. ., ,�"m: - r�4�•I.NiW1M�Y.sW+,s,w...a,nAl.Yi4a.....,._�....� ..r t.... v...,..,SSSS _�.:SSSS K � s � c ��3y �r.�`� �A,, � �— .dam+—....:..r.....,.,-,.�. _.�.+Rr,«..:.... ;.d..rraM.r.:• 's wrrwa��.,us,..ryeva,.�w��s�' Jy c 7c�' fan ` ;' ,. vurr,dl°> t4 f V. .i+M�'9-4 Y� r...-:'ii06/ r��.-. / `�I'..•, ,{ , _'Y ��'ry- a a+� S r _/ • I PLAN CHECK 1 1.2.04 , 'RR `` R 105.3 11 7 105.3 ' k !1 PLAN CHECK 11.2.04 V.1 J �', � �4 F�'+ P �r�,r-41 '�CF.� _r .'_•�,� _ - "�T*jn }4ri ,°! / -'�. i PLAN CHECK 11.2.01 -- ilk t , err DETECTABLE WARNINGS PER USI J t a 4" CONC, RAMP& ll.l 1 r "Er r' K _ 1169 16 ON LANUIN(1 AND RAMP f 1' DF.TE kb�.i: v1vAI,NtNGS PER UBC r �'� LANDING W/ " DIAMOND PATTEkN hOFtIAED BY 1 109.16 ON LANDING AND RAMP 6 0' �_ 5'-0 61-011 r 'x ' Jrt ` ' '+ �, �''�- 3 SYNTHETIC REINF. 1 PRESSING EXPANDED METAL 4" CONIC LANDING -- � DIAMOND PAT7(:k)` t'ktATED W/ RAMP LANDING RAMP 3 w A105.3 If TF GRADE OR FIBER$BROOD FIR�PSH ID GP ACE OF. VINYL. A'SH Ir1T0 WET W/ SYNTH_rIC' REINF. \ I r EXPANC}EI? •E �L � A105.3 CUNC. FIBERS BROOM FINISH � � r VINYL MESH. r c 5 CAST-IN-PLACE CONC. MOWN 6�O 4 �L,��MP 1:12 ;i�Oi+E x /CAST'-iN-PLACE CON LINE 0! CURB AND SIDEWALK -- Al 5. ` - DOWN fi" CURB BROOM FINISH ,;.,:.y�►nr " r.-0„ C7.1R8, S!t00M FINISH BEYOND t,. �- i r w + LANDSCAPE SOIL FILL_ 'E / LANDSCAPE.•rCP SOIL FILL /4" MAX. CHANGE 6 `sr 6 LA U 1/4 MAX. LHANG I •Fr rr IN ELEVATION PER LANDSCAPING SPEC. � F-m I. . -_ _ RAMP Wltylll IN ELEVATION '0 PER LANDSCAPING SPEC. '^> �' ek ,� s. r n PER UBC 1106.6 - ---,` I TOP OF CURB TO PER UBC 1106.6 ----- 6" i LANI,•NG �_- -- -- M„Ai( I TOP OF --, SLOPE 1"/50" MAX. „ PAVING sECTION PER -----'� t SIDEWALK BEYOND PAVING SECTION PER ---�\ , HSC SIDEWALK RAMP CROSS SECTION � P., ------_..-__-- - -- _ CIVIL DRAWINGS r4-- - -- --- -------------------------- -------------------- CI't/IL LtiRAWIN(i5 - - - --- - ---- ---- - i:r c+i► 11H Ifull7—- :(�f(�+(`+{,+(ti+{:!(+{:;{t:{�.+'r+ {:++a :+{:+ (:+{:+{:+{:;iJ;'{a+{:?t??;+{:r:ri;r'i L;ti'+i;i�+�;•?+��yti+ +`+:+�4�:;tir ''': �_ - J PAVING r + , F ti 3ji•" �•:j - -,-A7'M - 4 - ` � �' _-r _ r 1 :' `.� '--ti�.y�_ fir` ._.• ' .^' -1L.. r Si-. J� �. 1 (IAN ('H[(-n 11.2.04 . ��- .'�',�; r i.. •- � _`�' ��--�1. --S• r`�-•+• �;r' _� �r" �.�' r• ', TOOLED EDGE rir�'w °iw 14tr�i rii Vii.e �` I � ,'• � F� •� '' �t tom• 's�;s,y� �.y ,, CONC. SIDEWALK- . � h �;,� Y�"`'"' �'' e w w •� �,�, iii .. .- ,.. .. .. ... ... ... .. � .�•�' r r< w r : ..• .,. �� b►.�' r< S�L'�^.t ie`fr..' %'.,'\ <... .. ^ .f .. rt' �!. . :;,' tY;il.+:<,' v,� X B I COMPACTED COMPACTED Paul Franker ArGhltWure AGGRECi4TE SIDEWALK ,P 3805 106th Aven;�e N�' GREGA'fl` SIDEWALK BASE BellevueSuite ? BASE W6sh�ngton SJ004.7613 BA ----STRUCTURAL �- STRUCTURAL SUBGRADE SUBGRAUE F.Telephone25 803 09® 431 '792 HC ACCESSIBLE PAVING HC SIDEWALK RAMP LANDING SECTION / SIDEVV_ALIC �RqTIONHC SIDEWALK RAMP SECTION 2 �+ �` / rr r rr � SCALE: 1:1 1 SCALE: 3/4' - 1'-0" S.ALE: 3. 4 - 1 -0 e // BLOCK LETTERS 6" HIGH, 1" WIDE 'WO PAIOKWrF'EE LAPS: ° LLE E, r r WHITE PAINTED ACCESS AISLE "15-FOOT f Z _.SHALL`BE PAINTED ON THE LANE AT INTERVALS IN �,1,, WASHINGTON (2) COATS OF TRAFFIC PAINTBRIGHT RED COLOR USING PAINT THAT SHALL BE S:IITEd FOR TRAFFIC 9� 2266 C JQ L4ARIt:ING5, (UFC SEC.. 961.4.5.2)---�� n�-- 1 PIAN CHECK 1 1.2.04 flit CURBS PAINTED ----MAX _- ---MAX CROSS SLOPE BRIGFir RED _ FOR H.G. ACCESS -n P. CONC. CURB \ �, 3 1:s0 110 — (UEC 1104.4.3? MAX SLOPE I is --- ___ FOR H.C. ACCESS PARKING 'IRE LANE 1:20 (596) V , • ` f �'� {+ 3'-0" (UBC 1104.4.3) 1� 2.5-FOCIT INTERVALS - .�.. .._ ••.+--�►- j", r s MIN. N J lyl JJ/jj F � tit '112 ! G t t LANE CURB PAINTED CROSSWALK NO PARKING SIRE C ..�s��v.�.�r a.�-:�.w•�r. - - - _ „ `� SCALE: 1/2" - 1 -0 oc 3 SCALE: 1/4 1 -0 n , 11 C rl { R1 -EXTRUDED CV r'4 P w I,'4IFt+,�,f ' r,�ktA,i1`'aaZrt CONC. CURB cz YhYt 1"J CT) •.hw, 4. 4Z FILL IN INSIDE CORNER c . OF EXTRUDED CONC. 2 � IANDSCAPiNG CURE FOR ADDED so r f STRENGTH CL � I ' cu G d{I. 14 i � mi d �� {{ {, , E��T UDED N aZp x v Kr`r.� t' O �. CRS CORNER Y j 45. { /�, I Yt 1> y of 1 r ki: + 1,i �, Yt car SrZ I//��AL�. 1/4 J vI. fit. i.. :.' � ,� �• � �•#�-•+1,�t61 Vf�. 1 05.2 165.2 � bo l�•.,[taRr w4. IH � W2t,f ��y 't:, �' � // '1 C, I / L1 •(�ycs�j. _...-•_�-SSSS- ra��a�- Ilk 'A '�t�a�•"�t'� ' I !. o ' ° �� K � 1 � -, � �� ,� j � k• < GO C SIDEWALK � ..i. IT•E DETAILS k J r 105.2 `EXTRUDED COI`r_--- LANDSCAPINGel- tY ri`� �'n�`I+-Fry r�F/�•( f'...,y�.K"R f CURB I- r, PARKING Dete 11/1/04 1:20 PM Re�.4slons I PLAN CHECK 1 I.?_.C)4 1 ' _2 1 '105•+_ t# ;�. "•tea�-.a— �------- �.�• y _ Drown i -3 2350.105.3 Site Details REV } � y 11/1/04 1.20 PM 's PARKING . SiDEWALK ShAtet y.�y>C F d, rl p�, ',,��nn td � P'•y� q' F LOT PLANTER Al AI • C6) A9)rnpvrkOt i004 1 o" ' P I F ks Amhitecture t,t n�c. 1 ,v .4 i`' S R - + ;' f 'rF•.'`� j ,�" "j{.' '3J ,� l 1 b, iWed? rC j 1 !'�'r&•� y,{#.tt *1nit7Ce1 s�,I..F'r ' 1_11 • ' .mime'ww,ww•.mrvw.rww-ns•s.-mbw..sl:r...w+r.we.= , -.-__ --_._`__—_ �....�.�._.�___ SSSS... .:,.• Ad..... f � :_ .-.,.. . ,., . .•,:, .:...,. - .-. .� .r ,..„ . ..,.,'._ .,,.. as .µ„'' "•. .n I 'i _ v ... ,:,. ,Orr• ., :.,:,..., , t :U79'a;/M.\--y:.y:rfa.lws"dT,ski:'1�Y.$`k'.n:.Yli..%TJIA txI Yf 4 ,1 i ' r , '1'4! 3s pY r INi y'1 �' �a? v t a t iwfi .i '.. Y .9 ! r8 + n... fsI '. ” s•' r Jam, "'•_04, 2 X 4 P.I. 1..�' y�I a � 3 sl 1 I -2 X a N 1. rbttM -1 X C c 6' ROUGH SAWN CLOAR : I FENCI 6OAk0%SPAIID 1/4" - - 2 X 4 P."i. CAP St'AIN FENIS.H ON PROJEf,T �L! SIDE ONLY PER SPECFFK:AT" $' sECTUU+v 099crJ PAINTING. HOT DIP GALV. FASTENERS 2 X 4 P 1 TRIM ' 4 X 6 P.T. POSI S• 3'0" O.C. 45 DEGREE BEVEL AT �'-- EXPOSED"T TOP'rYi;. TREAT CLJT POST W/ FIELD ----- 1 X 6 X 6' ROUGH SAWN CLDAR Q APPLIED PRESERVATIVE FLNCE BOARDS SPACED 1/4" (�j STAIN FINISH ONPROJECT #" • 1 X 4 ROUGH SAWN CEDAP TRYA SIDE ONLY PER 5PECIFiC,ATOON "#.CT10N 04900 F'AINIIMG. I R HOT DEP GALV. r45TENiERS _ 1 �' ` tit" __..-•---"'•_"_- 7 1% •' - _ _- _ f � � � �•_.- 4 X 6 P.T. POSTS r 8'-0" 2 X 9 P.T. CAP 1 % O.C. 45 DE13REE BEVEL AT CONC.. EXPOSED RETAINING WALL a POST TOP T VP. � 2 X 4 P.T. TRIM I ! ,� i"CRAMP ER EDGES TREAT CUT POST WI FIELD X 4 X 4 P.T, POSTS 0 - 1 X 6 6' ROUGH "SAWN CEDAR 2 X 4 P.T. kAPL j'�- APPI-IED PRESERVATIVE 8'-0"O.C. -- FENCE WjARDS SPACID '114" ~� 114 0 HORV. 0 18' O.C. STAIN FINISH ON PROJECT C1,EAR VISION AREA -- • SIDE ONLY PER SPECIFICATK)N � �.--- Apt 0 48" O.C.-1" CLEAR TO F.G.C. 3S" MAX. Fi£IGtiff St.Cii4h 09900 PAINTING. (2) 5/®«D11A. � � ( / T - FACi OF CURB � - FACT. OF CURB I - 2 X 4 P T. RAIL_ ►rb1 DIP ANCHORSOLTS ' / « 1} �.XTRUDED CONIC. �1RF3 ! I ---- FACIE OF :XIItB 1 X 4 RWti?� SAWN CEDAR TRIM _ _ 4-1/z EMBED . I I ---- 1 r, 4 RUIIGH SAWN CEDAR 1RfM EXTRUDED CONC. C1�R8 Paul Franks ilr hbtwctrars l Ot 4 P,'r. RAIL ----•-_.•-..__, � � . cxtRe g, R 1 : EXTRUDED - ; �. x`� '• A.C. PAVING(DRIVEWAY) I •`,t` -- A.0 PAVING S3Niits 222 dwnu®r�F A.C. PAVING(DPJ%#T VA'r) I ;i. ,<.,':;,•:,•: r FINISH GRA --_ �. 2 rr rr'r .rL3*1aYUG, Wasihinglon VW04 %51.3 FINISH GRADE _-_ _�_ t,•'•t; 1 _ ,�,-BE � .'{'tti{.:{• FR�ItS/1GRA[Jk �. SCAPEBE ,;.,. r.,,.• �' .; .L. (DRIVEWAY) Tatepbone 425.8W.0792 Fax 425 803 0934 1 CONC. FILL AM)NDPOST , ') t � ' •.�. ,;'lid../�• Pv N ,.� I y�♦ #4 0 48" O.C. �"CLEAR TO VO.C. :t ,�P F +� CONC. 'FILL AROUND l ..) (L)04 0 HORIZ. 3" , POS t DIA.CLEAR 70 F.O.C. "`1 �'''� p 3.LL UE, YT.'1—II, �` 1 Y�ASHINGTON DIA' _ __ 6'•0" PROPERTY LINE- - _-.-- 2166 PROPERT(;JIVE __.___ ___ _-_----___ _�-- - --. 0« _-- —-_._ _ PROPERTY i.URVE..__._.-�- ___ --_-___ __ VERIFY BY SURVEY _BUFFER d LANDSCAPE SCREEN VERIFY 8Y SURVEY BUFFER d LANDSCAPE sC:REEN VERIFY BY SURVEY 91;1 FER d LANDSCAPE SCREEN � OF ALONG S14JrH PRMATY UNE .41.ONG SiOUTH PROPER i Y LINE ALONG SOUTH PROPERTY LINEFROM C 115 NEST•OF S.W. in6IH A�LWIJE A DISTANCE OF 20c.0' FROM SM. 108TH AV'-I'-."JE A WANCE OF 20' FROM 20' WEST:)F S.W. 108Th AVENUE A DISTANCE OF 95' SCREENING 115' -3150` BUFFER & SCREENING 0 �-�� BUFFER & SCREENING 201-1151 SUFFER �C SCR tl G � _� .I�, f _ 2 SCALE: 3/4" • 1'-0" SCALE: 3/4" . 1'-0" SCALE: 3/4" - 1'-0" Y 6s� tJ:, 1 1.14 " 7) "LA2-1/2Y• O.D. PVC EE cid (COATED vd, -c-cznp GALV. LINE POST v '" FYI t a�n),,T4 rY�xattt i rIEAVY OLI Y CHAIN UNK GATES: ` " 1. PROVIDE (2)GALV. STEEL GATE W � 1 uk 1S I 1-5/8'U.D. PVC COATED -I�- 1 K CONC. SLAB W/ HINGES PER WG. SPEC, Cl/LV. TOP RA L1OY.0« ca .. o ". .. ., .. •.� .r .. .. .. .. .. .. ` .. . Aa REM. BAR• . .. Q 4 1 ,� fkr ti, fi v I X1 1 R}Yr F 4 f 1 1 A 1 18"G.C. BOTH WAYS-10' MA . -----_--._. ... .--_- -_...--------PVr ODA F� 2. 2" O.D. GALV. GATE FRAME. �-• I t^ PVC CCA'TED GALV:- 1 1 GALV. STL. POST (IAP 1 1 1 1 '`. � 1 � � { wl METERED A, NYELDEO CORNERS. > y vmEappy--rc //�'^- 1 ► 1 1 •'IAfi FAIE3RK: I IG•�' / � 1 1 1 1 / 1 � ,�I " I III"' " 1 RECYCLE 1 , 1 , , A 24 O.C. iww". 3 O.G. F'VC( ATCU 1 1 1 1 RECYCLE 1 �L 1 1 t 1 1 r /_GALV CX> ER✓FND E'l1ST N 1 U:N11P5TER TOUMPSTEp DEER ± 3. GALV. STEEL GATE DROP BAR PVC COATED- ,/� 1 BY OTHERS LAY OTHERS , BY OTHERS 1 v 1 1 1 1 v 1 e 1 1 1 i x! a.'1 In• ur t C.ALV.LINK �� 1 C.) (N.I. + iN.�.G) , 1 C.} 1 _/ 4. GALV. STEEL GATE F'ULCXt (N.I. UM LATCH r- jy�dl +�� l a`" ��7x ' ` '` 1,;•' #�`" POST CAP POLYIETHYLEAE PREM .;V' i 1 ! 1 1 ' '----- HEAVY DUTY CRAM LINK GATES SLATTING �..-----. _-........__. �. --------------� i ' ' - 5. GALS/. 3/8" DIA. TE:NS"I ROD WI /1 1-1/8" x 51-11" _._.. _ 1 / '`' 1 1 Tl1RNBf1C1(L.E �` d } v ,, ............... -- p I , , �;��,�t`�,<,f 's,d " �; i i � A 1 ATTACHED TO HINGE SIDE OF GATE. r ' TM ° 'r I s COATED PVC C(ATED GALV 1 � Y�"� �• ! 1 ' t� . 1 ` �ki a4t r rA�• aid + GALV.UK 14 (is, x 3/4"TENSION 0 1 1 1 J 1 1 1 ^' ! SLOPE SLAB 1/4-/ FT 'eJ BAND 0 15"04. MAX, N __ ____:- 1 1 6"CONC SLAB W/ i .._..-__.,_.........r ,'r MO 1 '� _ ____.. CAM LINK GATE '" 1 03 REM. BAF • p 3 t °I�c 3/16" X 3/+'" PVC 00ATE0 I 1 ., a "L cJ 18"O,C BOTH WAYS ' � �',�� GALV. TF.NS4!Xd BAR 1 ; 3/0 X 6/0 1 3"O.D. PVC ER/ECOAN 0 f �1; , t� �„ " � �,S "t I � i4 ;Y ___ ._ _ � •• , SLOPE SLAB 1/4"/ FT � � y GALV. CORNER/ENO POST M tt�� f.1 w o a o nl 2" PVC WIt5T1<<) 9 GA. CHAIN - r`FI TEL _..,........_..� ' 3'-8 LINK SIEL FA 7 ak GALV. SCI TOM +� HEAVY DUTY C>" 014K GATES FENCING r TENSO)N WIRE N 1 �-' .._ .......�...-_..- 1. PR(T+Vi( _ iZ GALV STEEL GA DETAILS � 1 ) --CCINC. SLAB is 1 WXX t cR MFG. SPEC 1 ----- 1 � 2. 2"O.D. GALV. GAPE FRAME 1 p cr W/MTFRED d WEFLDEID CORNER. � GARBAG E 8"USA. I;ONC�tEZ1 _.. 2-1/2"O.D. PVC --. �• �; ? 4' FOOTING 3,000 PSI 1 COATED ? �~' 3.GALV. STEEL GATT DROP BAR / ENCLOSURES 1 0AL.V.LINE POST io 1 SOT1'JIIA LOC3(Muw ;,� 0 4.GALV. SITEL GATE FULCRt �L.ATCH CHIR"I FOR to _ ....__�-__.._.......�._.- .�...... . .._...- 5.GALV. 3/8"L?IA. TENSU ROI''W/ I 1 A POLYETWLENE PRIVACY _- '. T-Tp� 6' H01 CHAIN LINK FEND - TOM OMLE ` 1]111 11/11/04 9:33 AM 4�n� 6�lrvll�{In! r'�AG •, 1 A'ITAO*n TO HINGE SIDE OF y • If Y -- ti'•�' $i _ _ ..• ... Ile « w w o n. a. tr s s s w • ele r Iw Iw M .• 1. w w 1 PLAN CHFCK 11,? 04 G k7 .,. YI. �p + t , rJ •, p. .: ... � DI ., i i,� , S 'L•..Jn �..,-. ' s�f ,., ki. I _r - :",,, fir LV t j.e�q p.J'arS.yq. 7 .�K�,¢, 2 „ 1'r 'r .\ 3 O.D.• PVC r\16Y "", ,J'i7� `iff: ; i• y 1 1 GALV. CORNER/END P'tiill ..._.....,..-:. a�. :•: tea .f i r _ 1 `. J 3, 1 1•bYt T + ¢,;t¢a k `,iX "'tFi; - ,_ ,�t:' ruff srt- , .pg :r '�•:t - __ S sax4''t 1' dk � �,,,t. .c )'.'• x.�1 �.� l4«',�i :° , .:':s°n � c I: :. „ �',RA &;. I 9 1}uf.Y° •1`tg`Y',, 'T k 'n' ;yrs t° - - Camptstspe Fie , Y , , zz 2350.105 4 Fnp CwMoR , wa ail URE 4 GAR�A,C�E ENCLOSURE:w## � 11/1 04 9:53 AM CHAIN LINK ENCLO'"'URE FENCING 4,.x • GARBAGE COMPACTOR ENCLOSURE sh� I 4 SCAM 1/2' . 11.0" S SCALE: 1/4"• 1'-0" SCALE: 1/4" - 1'-0" n Al 05614 - 0 CAp)ffW 2004 Paul FrmM.a Ardtittcturs i *Jlt"II**utd1114**0***^"w F"Ed0MeN+11t+i 041 dY A rY .,7.nnrrellx'• it I 1 12'-3 1/2" CONIC j 11'-2" -F.D. STUD - - - - - --- - -/4 ... . I IBER E NG SHINGLES i 2 �= LiJ MAI ' 1/4" 9'-7 5/8" LBOXES -.._-. ------- --- S :.VER ROOF 3„ VERIFY W/ MFG. I � SHEATHING C; . . . . . GUTTER, _ . - - - . . . . - • .r ._ ST HD 10 _-- -- DOWNSPOU? W GUTTER c — 2 X 4 STUD WALL I .- I � - DOWNSPOUT -_ _ FIBERGLASS ROOFiNV r i DAYLIGHT TO SHINGLES OVER ROOF CORNER TRIM PAVING SHEAT w7r 26 GA. GALV. SHl. M I L. -- I CORNER TRIM �• •u�_-, _,._—________ ---------� I ` ��- 1 - � RAKE DRiN EDGE FI ASHiN(; (� 9 1 115 MAILBOXES PAINTED ?x8 TRIM LAP SIDING OVER 1 = °r° f, OVER 1x6 BLOCKINGBLDG. PAPER OVER � 01 C :3 ROOF LINE , TYPE "M" FIXTURE TYPE "M" FIXTURE y 7i 16" OSB SHTG. EDGE ABOVE - 1 1 I ti 1 E^ i ni 6 x 6 POST 4" CONC. SLAB - 1 1 I CORNER TRIM I j I LAP SIDING OVER rl��lSl+ (Jk;�i)r 26 GA caLv :HT 1'�Tl_ Paul Franks Architecture 6 X 6 P.T IO5T t - 1 BLDG. PAPER OVER 'rte - Sl OPE ' ;'4' /F T Sutle 222 DRIP EDGE Fi_atiHIN(; 3(3U6 tUt3th Avenue NE 7/16" OSE+ SHTG. _ - - " 1 i LAP SIDING elvTelephone 803.0 92-7613 DS --- - _ -- �" 'I Fax 25 803 0934 GUTTER - - �.. --- - ---...._-__ - .- -- ------ - - - -•--- WOOD CORNER TRIM- 1 -- ` 1 . . . . . . -'1 4to' 11'i „ 1 01711 , > f 11 2 LL LL ---- -- — PA L E FMNKS HORIZONTAL FRONT LOAD MAIL BOX SHELTER REAR ELEVATION MAIL BOX SHELTER SIDE ELEVATION MAIL BOX SHELTER SECTION f. BFL.EVUE, MAIL BOXES SHELTER_PLAN_ Z 11 11 3 12.. - ,._o" M 5 :Si4' = I'-0" — � WASHINGTON � P I 1/2" _ 1'-0" 1 /2 = 1 -0 �)f, Com`' U � L X 6 RIDr,E C: I FIBERGLASS ROOFING - 2 X 4':7 �T i•'l C 6 X 6 PC'' I -� O SHINGLES OVER ROOF SHEATHING �'�\ r 2 X 10 PT TRIM �\ :r_ , 1'-6" co t7 , , ,: (4) SIDES -'� � PLYWOOD (NOT OSB OR �.._. \�\ 9" l r-� `l �a r c WAFERBOARD) ROOF ` I {� CHAMF,.R - O C1i 7 SHEATHING WHERE \ � I i NOTCH POST � SOFFIT EXPOSED 70 RECEIVE , C ___-._ CBS44 AS '� U) 26 GA. GALV. SHT•. V6TL. -------------____ _.. - SHOWN (Z DRIP EDGE FLASHING - - -- (2) 5/8" BOL Is L �C FIBERGLASS ROOFING 1-1/2" X 1 1 '2" L I' Y - 1 . t_ CL 9 SHINGLES OVER ROOF__ "�—_ GUTTER SLOPE — -- LIGHT j ' SHE ATHIND / t ` 4 Q 9) 1/16' / FT. TOWARD % / 1!4" HARDI PANEL. --�' 4 �' '�" t DOWNSPOUT W% = ` Q. LCE6 BEAM/PAST - £ GUTTER & --_.___.._ �_ DOWNSPOUT � ___- 6 X 8 BEAM- - -- -- CONNECTION VENTED BLOCKING -�------ _ ---- - ---- - - - CBS44 W, � .: -- --- -��:---_---- _ STANDOFI .15 r BASEFI '.TASTER LOCK SUPPLIED � � �, INSTAL LED BY U.S.P.S. •�, ,' �� 2 X 4's c9 24" O.C. W/ 7/16 OSB WAL CONC - - y % ' SHTG, W! BLDG. PAPER AND VINYL FOOTING FLORENCE �4 �r �� SIDING t.' # PER STRU1'T - r • 10 ,u IMI S00.5a - _� r ' � I ,•``. OR APPROVED EQ. ' CIO ' 4 X 6 HEADER � a � 6. f. 'tl 91 Sl( A 10 t li/ NOTE: EACH MAILBOX : S M91 JJJ V' 1 1 (, DOOR IS 5" ►� x F 3/8"W as 91 g 10 1/ x 0 NA X 16 1/4" D e 72 9 8 d 1 4 OD / ,, 3 1 8$ 7, 9, , 0 1, 1 MAIL BOX SHELTER 01) ` , �n l � � oc 1 6 X 6 POS?' --__-.... �e 101 ,o ,1 _ � ` g ' MAIL BOX POST DETAILS _ '"- (I 15 MAIL BOXES) a ------ DETAILS L r /� c I 6 X 6 POST - DE ! AILS LAP SIDING OVEP, r � � Lot I � iiiijill BLDG. PAPER O1rT R oc - - -- -- -- 7/16"OSH SHTG. 2 X 4 LEDGER - u, N �A► ry o `-7/16" OSS SHTG. N I 2 X 4 PT. W/ 112" X 10" -- I _ .___---- - - AB. 0 5' - 0" 0,C. � WOOD CORNER TRllvl - ~- -.__ - 2 X 4 P.T. SILL 8 ---- — . oft FAww4w, t ANCHOR BOLTS PER STRU(TL:RAL. FINISH GRADE-Sl_OPF I% r3 " 10'.7.1 AWAY FROM BI..DG. � - � r _-..�__..�.________._....�..�..�..._� ...___... R _ 11 -2 REFER TO GRAr)ING PLANS I , - ' C+Ite 9/22!04 12.56 PM " 12'-3 1/2" �' -- � 7!16" OSB W/ 81) !1+ 4" 1 i O.C. EDGES, 12"O,C. OELD, — � � 4' CGNC, SLAB �•�\ , " ' FULLY BLOCKED. - WALL SHTG. W/ BLDG. Tn MAIL BOX SHELTER FRONT ELEVATION .. - - - - 1 PAPER AND LAP SIDING 6 112" - 1/-0" I MAIL BOXES e— AS YJO�D— _ Drawn; Bx -Weiss • e r Phase CD (1)gra CONT. - - ---'----- � � --- 9 I CONC.. FOOTING PER STRUGT. --- �/ , Computer Flie WOOD CORNER TRIM — 2350 105.7 Mail ii,)x 9/22/04 12:56 PM --1 MAIL BOX SHELTER SECTION : Sheet ? �!4„ r 1'-0'. -- 9 MAIL. BOX SHELTER TRIM DETAIL _ I Al 05m5 1-1/2 ' � 1 -() r Ip CoPY►IOht 2004 Pau! Franks Archl:ecture I rvL !. ,,-.r:.._ . ,:... ,.. ',W+.,uasVl,fMr�,Fh•Ak+ rYwAS3.aynW1' -.. , yy .Amayy __ - .._.. _ - _....._..__._..—.....-.•. - - - � Ii II Illi IIII IIII IIII IIII IIII lil II Ilif Ill 11llI ' ' • - °' . 1 1 i I 1 11' II ! it I1 !11 III 1 Ili lil it ItU II I I I I IL' IIII , ( ( t ¢ _ 0 4 41 I U 1 1 1 r 1 3 I �. 18 I 19 19 20 2�1 2�2 23 2I� E!; >��1 2� 20 2 t� 30 IG�nm.f ne j r. E t, a i 1 , - x 'J y , u .erM+•51/x.;WrY.r'1�•:-'�'-rr'W 4h...1 ..,,_4f1Y.L'..ele`,..uJi.tA: 1N..}.X.::cA.i{:,.t...a..ar. _. ,1 ,.. ..e.. ._._. -. _ _. _ _- _ a - _ _ _ _ - ._ -. ..-_- __ _- __ _ r.-.__i.. n.,...,_.n.- _-...e ...__ . ,.. s.. _ - _-- ...,._.._v...m.. a,. .....,.....::.:-_.....>.:.i 1.,eet.►lw1irrrL _ _-- __ _ ..f..u.rwlrl_eArrYLe..ilWlX t rarrrar��r RETAINING WALL PER CIVIL DRAWINGS STEEL PIPE GUARD RAILING �� 40 LINEAL FEET 42„ HIGH \ l� WITH HORIZONTAL RAILS SUCH THAT A 4” SPHERE CAN NOT PASS THROUG4 \ TOP OF BRIDGE DECK 169.7 EX. GRADE W t 159 6 - f- CONC. SIDEWALK PER SITE PLAN FIELD VERIFY EXISTING GRADES f AT CONCRETE PIERS C 54" HIGH PEDESTRIAN RAILING EA. SIDE RETAINING VI -" WITH HOgIZONTAL RAILS SUCH THAT A 4" -- -_-. PER CIVIL DRAWINGS SPHERE CAIv NOT PASS THRCUGH Q STEEL PIPE GUARD RAILING 33 LINEAL FEET 42" HIGH 1 AN CHECK 1 .2.04 20" MAX. SLOPE � / P.T. Wl3UD 'DECK � WITH HORIZONTAL RAILS SUCH THAT A 4"'> P + ( � SPHERE CAN NOT PASS THROUGH �' I R N0.1 + s�4/q,v I �� RETAINING WALL V / \ / PER CIVIL DRAWINGS Paul Franks Architecture EAR"i H BACKFILL - 1 54'4Y'S6" 3805 tOBtn Avenue NE (RETAINING WALL - EACH SIDE PER CIVIL DRAWINGS) / EX. GRADE _ � f(lP OF Bk!DGE DECK Bulb 222 � X160.0 EX. GRADE ,' 172.6 Bellevue Washington SbUOa iqt? ±1 70.0 / FIELD VERIFY EXISTING GRADES FaxTel42 .80 .093425 3 0792' AT CONCRETE riERS FIELD VERIFY EXISTING GRADES _ 4 __ Fax 425.803.09:14 / AT CONCRETE PIERS 4 f I ; r CONC. SIDEWALK - ;r { I Y PEDESTRIAN BRIDGE SPAN Q ��- PER SITE PLAN N). 2 Nio 1. BRIDGE DESIGN CRITERIA: CONIC. PIF - {'?' I I , t _R BY ':.'t / r , i a I i t SPAN 1 52' 0 GENERAL CON1:tACTOk ' '/ SPAN 2 67'-0" �1 APPROX. 2 X 8 • �LLE'vJE, WIDTH 8'-0" CLEAR BETWEEN RAILINGS VERIFY EXACT SIZE WITH LIVE LOAD B5 PSF OR 5000#VEHICLE LOAD �RIDGE SHOP DRAWINGS TOP OF B11100= DECK _ _ _ WASHINGTON 170.4 Q 2. STAUCTllRAL MEM.BEBS: RETAINING N ALL ';✓�� 2266 C7 PER CIVIL DkAWINGS ()F: GLU-LAM. BEAMS; DOUGLAS FIR, FIRP AND COMBINATION 2 INDUSTRIAL APPEARANCE, 100%WATERPROOF GLUE. FABRICATE PRIOR TO `�� 52'-Otl TREATHEII GLU-LANI BEAMS INCLUDE GIRDERS, DECK, PANELS, RAIL POSTS, POST BLOCKS AND RAILING. , I PLAN CHECK 11.2.04 3. PRESERVATIVE TREATEMENT: GLU-LAM GIRDERS PRESSURE TREAT WITH 0.3 TYPE A PENTA PER AWPA PEDESTRIAN BRIDGE PLAN SPECIFICATIONS. OTHER WOOD PRODUCTS 0.4 TYPE C PENTA PER AWPA SPECIFICATIONS I SCALE: 1/8" - 1'-0" ~ 4. HARDWARE. 6r S-rEEL: PROVIDE ALL GALVANIZED HARDWARE AND STEEL_ REQUIRED TO CONNECT THE BRIDGE SUPERSTRUCTURE TOGETHER INCLUDING BASE O O PLATES, STEEL DIAPHRAGMS, CROSS BRACING, DECK FASTENERS AND ALL OTHER FASTENERS. 5. CONTRACTOR TO PROVIDE A COMPLETE ENGINEERED DESIGN BY A T STATE OF OREGON. SUBMIT REGISTERED PROFESSIONAL ENGINEER IN HE - � Qui •Z: SHOP DRAWING IN ACCORDANCE WITH SPECIFICATION SECTION 01300. N/ V/ 0 01 6. PERMITS: oa E, SUBMIT TO THE CITY OF TIGARD BUILDING DEPARTMENT FJR BUILDING PERMITS AFTER RECEIVING APPROVAL OF ARCHITECT AND STRUCTURAL = S O ENGINEER. CL N 'O " �! r E , cn W 'J) V) VERIFY CONNECTION DETAILS -- 54" HIGH PEDESTRIAN RAILING EA. SIDE O WITH APPROVED BRIE WITH HORIZONTAL RAILS SUCH THAT A 4" cz SHOP DRAWINGS --� SPHERE CAN NOT PASS THROUGH TOP OF BRIDGE DECK 170.0 P.T. WOOD DECK0 _ 1" / 20" MAX. SLOPE TOL' OF BRID=DECK "_ " 52'-0" TOP OF BRIDGE PECK 67 0' .ra 17?_.6 1(;9 w : PEDESTRIAN BRIDGE SPAN Ek. GRADE 20 2 NO. 170.0 PEDESTRSPAN I 1 C7 —__ �_ -- _�1 SIDEWALK IAN BRIDGE PEDES ('(PIAN A 4 CONIC. SIDEWALK y � --- - _ BRIDGE PLAN PER SrrE PLAN _ �,_. & DETAILS 170 _ PI R NC """'" r;•;:} r.'+{,; EXISTING EX. GRADE :+::;. ++ti; _(PIER N0. GRADE - 165 P.T. STRUC-rURAI_ MEMBERS -`'� t16C•1 �• :ti+++: - i _ _ --- _ _ --'-- . t; ..;;, FIELD VERIFY EXISTING��RADES '�+;�� '��'• ;''•;i f FIELD VERIFY EXISTING GRADES AT CONCRETE PIERS Date 11/1/04 1:28 PM r - - " '- tI 1GO- AT CONCRETE PIERS Revisions --- �---- -- -- NO WORK PERMITTED IN --- {`+,? ;++ti• ______ _ - -- - ---- -____ ___ _.____-_._- _--.- ;+{:; - ✓ WET'LANI?AREA -� {•{, •% _._. 1 c�i n^� ,:I it c N , , � 1.55 — - - ---• - - -- - ----- - ---- - .. _- --_.__- - _. .-------- _.-._ WETLAND \�` CONC. PIER BY EARTH BACItF:LI_� -' (RETAINING WALL GENEGENERALCONTRACTOR -- AS EACH SIDE PER CIVIL DRAWINGS) APPROX. 2' X 8' Sc�- ranks1W VERIFY EXACT SIZE WITH Dawn By F -- BRIDGE SLOP DRAWINGS Phs�e CD _- F CONIC. FOOTING DEPTH PER GEOTECHNICAL Cmnputer File ENGINEERING RECOMMENDATIONS AND FIELD 2350.105.6 Pad, Bridge APPROVAL PEDESTRIAN BRIDGE LONGITUDINAL SECTION 11/1/041:28 PM 2 - _ Sheet.23 c, 1 3 SCALE: 1/8" a V-0" I Al 05m6 Poul Franks Architecture _ F Fill .. ,-...>,:n,r .... :,w+:*Au+ma:�t+ra 1lle�#r•1"'' A�^' :'L'd+yM'.lallYM54rN?"h:flrN+ke+'r..t,+ slrfv,Yat9i. .+..�_ww.we. _ . _ "I Mimi/� ►►,I ! 1 111 ► I11 1 1111 I I I1 1 1IlrylllllI,iv 1I�111I 11 iI Jill IIIIiIII:P11I OERMgTPV ,p I I i2 1^ 7 le 20 a2 3 24 25 2e 27 2A 29 3i4 a 1(7, IIIM +1 rtil 1' , .a, r+ip e _ ' A��': ',r, � _ Y � y ,� r '�' �''� yeyti��•�` ``,,��,rRa'�'f�y�e��,] ��a.�}Yt({!�'� ;a . , f.i�i .• yi: v : uT i� �rGf1 '1: d , .dyu............. `•� pa _ r "1 al, a I �I '.MGx;.a,.,_.....n...,:d+Way:n•':w..:.•:1.t..n...1..e4,...+.vw.......u.a..a.Aw.:_....;...d,..'s,.r.,w,.:..,v«.YY...:, J_ .. I AMN OAK TREE 11 APAP (MENTS qQ) AiraPw{ Franks Archltr,aus Abo%e isn Floor SHE W LU (UBC 708.2.2) Flreblccking shall consist of 1" _ -" - AFF ALUM. Aluminum nominal lumber or two thichnessrs of 1" nominal lumber FLOOR PLAN NOTES _�. Refer to Structural Drawings for shear will scheadules. with broken lap joints ur one thickness of 23/32"wood REF. ___ NOTE 80 MT-6kf WIN_ W ARCH 4rchitsctura! Ow �rt,i„!ert Wali types s1x•�acr cXi architectural floor plans provide23,'32" """- - structural panel with joints backed by wood 1 0 A I E U RAL 81 Emergency Egress Required. Min. net clear opening • UJ BD Board for Etre resistance and sound control canly. structural e. or one thickness of 3/4"Type 2-M "-"'"-""" ""` BLDG Building �' + p 11 Rigid Thermal insulation, at perimeter of slab 5.; s.f. w/ min, dim. of 24" ht. max. X 20" min. width, sill ht. • 44" (UBC 310.4) BLKG Blocking particleboard with Jamul backed by 3/4"Type 2-M 82 Handicap Access required. 32" net clear opening width required. tNhr!re the fastener sparing as >;p'ecined in the structural particleboard. 12 Guard yelling p qu >✓ Fi q CLG Calling shoor wall schadule differs from the architectural wail Fera blocks may also be of gypsum guard, cement 13 Perforated foundation drain connected to storm clra,n. 83 Handicap maneuvering clearances required on exterior of door oniy D C/L Centel uu�e schedule, install the closest spacing specified, fiber board, batts or blankets of irinaral or yiass fiber, a r 84 Handicap threshold height required. 1/2" max height above finish floor �.... CLR Clear 14 Attic access. �Z" x 30 per detail crordlnate location w/ trusses � light fixtures P � q g COL Columb other approved materials Installed In such a maru•ker as to 15 Provide solirl backingfor FUTURE hr.ndlca rob leers. Refer to Interior elevations for details. r Where the structural shear wall scheduler specifies be securely retvined Ira place. Loose-fill insulationmaterial p g CONC Concrete plywood wall sheathing on a hre rated wall, Install ply- 16 I'vi red Bailin below fire rated calling system 90 P L U M B i N G I 'ONS'! Corrstructicn shall not be used as a fire bia:k unless specifically tested g g y wood directly to studs, and gypsum sheathing over In the harm and manner intendbd for use to demonstrate },7.,% -ow Wall 3'-6" ht, 91 KiYcnen sink w/ garbage diagonal, HC adaptable w/ lever faucet ccxtYrc: I� ,ONT Continuous plywood to cuo-,plete fire resistive assembly. DEMO 0orn-Aition Its abiltty to remain in place and to retard thh spread of 1 18 Fiberglass Reinforced Wall Panelt to 48" A.F.F. all vlalls 97 Lavatory sink-countertop mount, HC adaptable w/ lever faucet contivi �. DTL Detail fire and hot gases. 19 1-hour occupancy separeCon waii 93 Water Closet, Hr adaptable w/ flush lever on open side I �,,IIIMMING-NIUWalls having parallel ox staggered stc.ds for D!A Diameter sound-transmission control shall have titre k,rocks of batty 20 8 x 8 P,1'. min. post size for 1 -hour fire rating. Rotor to Structural Drawings 94 Bathtub n shower over, HC adaptable w/ lever faucet control DIM Dimension DWG Drawing In walls required to be of his-resl3tive constructcw1, or blankets of mineral or glass fibe• rx other vpprvvb.: 21 Vaulted ceiiinq 9S Kitchen sink w/ garbage disposal DF Drinking Fountain p.'uriibing penstratiom shall tie completed with UL flexible materials. 22 Fiher-cernent lap skling Classified devices with i, firs rating equal to x96 Lavatory sink-countertop mount (, EA Each 23 e' ��ypp 2 x 8 wood f 97 Water Closet ELEC Elactricai exceeding the penetrated construction. RAL E �[ IM�TENC` fascia, painted finish GYPSUM ��/•� �p� ��- ��= 24 Wood corner Trim 98 Bathtub w/ shower aver, EWH ElectEQ lric Water Heater GYPSLN W��Q & WALL �i1.C�1L]si�3r�Ei� RE��q,��1. 99 Frost proof hose Bibb Q EQUIP Equipment - 3 0 LFL RING - 100 Downspout hub connected to rain drain EX Existing 31 Carpet, pad & wood baseboard at perimeter of room 101 Electric hoe water heater. Seismic anchorage per Drawings. Thermal ins. pad at slab on gracle EXT. Exterior 1. Screv's meeting ASTM C 1002 or ASTM C 954 shall be 32 Resilient flouring with 4" vinyl cove bate 102 Public Lavatory Sink-wall hung, HC accessible, lever faucet control, FT Feet 1. Gypsum sheathing and gyl.rsum wallboard, 4 toot permi•t+•d to be substituted for prrscribed r.ei!s, �� insulate ex asad pipes, HC.; clearances rc d FLR Floor wide plec:es may be Installed parallel or perpiind,cular to one for one, 33 Resilient flooring with 6 vinyl cove base p p p q FLUOR Fluorescent the studs per UBC 2;13.5.2 and 2513.5.3 unless when the length and head diameter of the screws equal or exceed .+.idose the Halls specified In the !cited system and the 34 Resilient flooring with wood base ,�'1 � 103 �Floor Drain connected to :anieary sewer FRT Fire Retardant Treated otherwise noted. p y 38U5 l Frenkel Architecture F screw spacing does not exceed t'ra spacing specified fox tt1r. 35 2 x 6 P.T. "no Incise marks" decking `114 Gas hot water heater. 3805 toBtrY Avenue NE F.O.S. Face of Stud Halls in the tasted system. 36 Concrete slab per structural Provide seismic anchorage, venting and combustion air Su reg 222 F.O.M. Face of Gyp. Wall Board 2. All vertical joints of Gypsum sheathing and y p ae revue Washington 9W04-7613 37 Plywood floor sheathing 105 Service Sink, HC accessible. Lever faucet control, insulate exposed pipes FIN Finish gypsum wallboard to occur over studs. 2, Vertically appl;ed gypsum beard shall have the edges Drinking fountains, Telephone 425 803.0792 FURN Furnish 38 3" concrete topping slab w/ synthetic fiber reinforcing over waterproof g HC accessible. 42 GA Gouge 3. End)tants of adjacent courses of gypsum parallel to framing members. Horizontally ar.lnl;c+d gypsum membrane over plywood sheathing per structural 107 Service Sink Fax 4�S 803.0934 g board shall have the edges at right angles to u.. Yram!ng 1 GC General Ctxttrectoa sheathing and gypsum wallboard shall not occur over the h 108 Water Closet, HC accessible w/ flush lever on open side GWB Gypsum Wall Board some stud. Stagger end joints. members. Intermediate vertical framing members are those between the verticil edges or ends of the board. 40 S H��.11/INu 1 1 OTOOFING GYP. BU. Gypsum Wall Board -- 4. Pravide blocking of edges of gypsum wallboard 41 (1) 12" vinyl coated' steel rod, ventilated shelf & clothes hanging rod, fib" shelf height. 111 Fiberglass roc ,rg shingles HDWR Hardware whore In."cased on 3. Ums, -n!oss otherwise specified, the face layers of all ss storm, HT Height and gypsum she zthing panels structural schedules and eels s except those with predecorated or metal covered surfaces, 42 (1) 16 vinyl coated steel rod, ventilated linen shelf. Height !tar Interior elevations 112 Sloped roof vents. Vent area calculations based upon 55 sq. In. free vent area each HC Handicap shall have Joints taped (min. Lovell as specified In (,A-214, 43 (5) 9" vinyl costed steel rod, ventilated linen shelves 113 Cor!tinuouss ridge and hip vents- E. FFr HM Hollow Metal Levels of G)opsun►Board!4Vsh) and fastener hens., treated. Vent area calculations based upon 18 sq., in. free vent area per i;neal foot HR flour S. For Flra panetratian details see sheet A1108 44 (5) 7.0" vwtyl coated steel rod, ventilated linen shelves Iiot Water Heater Baie layers In rrvilti-layer systems shall net ae required to 114 Sheet metai downspout, 2" x 3" rectangular HR 45 (5) 16" vinyl coated steel rod, ventilated linen shelves s ELLE E Have)Hints typed. 115 Sheet metal gutter IN Inches 6. Gypsu^, wall fheathing of the same fire ratng 46 !�i) 12" vinyl coated stool rod, ventilated Innen shelves �� WASHINGI'UN INSUL Insulation (Type X) and thickness may be substituted for Gvr'asurrt 116 Vented Dave blocking •rdth corrosion resistant insect screening INT Intoria Watlbonrd��here not exposed to vieoti. 4. Metallic outlet boxes shall be permitted to be Installed �?, 2266 LAV Lavatory In wood and steel stud walls or partitions hosing gypsum 5 Q ARINETS & COUNTERT PT board facings and ciassified as two-hours or less. The surface ---- 1 20 1VENTING LT Light CIpC (3f� /'11�'`�"€ ores of the Individual boxes shall not exceed 16 so.. in. 'Pie 51 Kitchen upper wall mounted cabinet, 12" deep x height per interior elevations 121 Exhaust vent wall cap with tuck draft damper. LTG Lighting L!L`li,..3d�.L[.l�ca - RAE aggregate surfacb area of the boxes shall riot exceed 1100 sq. 41. 52 Raised eating counter top, Y-6" high x 1'-6" wide 122 4" dia. dryer exhaust ductwork. Vent to exterior. LIN Linear In an 100 3 ft. Boxes located on site sides of wall- or „ " 123 Range hood exhaust ductwork. Vent to exterior. MFG Manufacturer y q' apo S3 K.Itchran bare cabinet, counter top & backsplash. 24 deep x 3G high g MAX Manuf am partitions shall be In separate stud cgOtles and shall be 54 Bathroom base cabinet counter top d backsplash. 21" deep x 32" high 124 4" ills. environmental exhaust vent roof cap w/ back draft damper & bird screen MAX Mechanical 1. linetaill fore blocid.ng per UBC#action 7'13$• separated by a minimum horizontal distance of 24 Inches. 5S Krtci en upper cabinet, wall mounted, 1'L" deep x height per Interior elevations 125 Operable window 3'-0" min. from any exhaust vent Ml L Metal Approved nonmetallic outlet brixes shall be permitted as allowed 126 Fire da. i MI L Met asnind (UBC 708.1) in c,rnbustlble conxtructlon, by local code. roper at penetration of fire rated coiling assembly MIN t�lnlmum firebfocking and dr*+ftstoppinQ shall b© installed to cut off 6 A.0 P P L I A N C E S C: MING Mlscellanecx►s all concealed draft openings (both vertical and horizontal) S. When not specified as cornponent of a fire tested wall or 61 Electric clothes washer V MTD Mounted and shall form an effective barrier between floors, partition system, mineral fiber, glass fiber, or 476111.110,90 fiber a NIC Not In Crntrlct between top story and a roof or otic space, and shall Insulation of a thickness not exceeding that of the stud depth 62 Electric clothes dryer w/exhaust duct to exterior. NTS Not In Scale subdivide attic spaces, concealed roof spaces and may be added within the stud cavity. 63 Automatic; dishwat`ier LN floor-ceiling assernb!les: The ir.tegdty of all fire blocks 64 Slide-in electric range/oven r OC Oon Center 0 � k and draft stops shall be maintained. o. !n fluor-cePing or roof-::eHing systems, the addition or PTN Part,tlon � 65 Range hrud, vented to exterior PL. IAM. Plastic L.amiinate deletion of mineral ft'oer or glans fiber Insulation In ceiling PLG Plumbing (UBC 706.2.1) FlreblockE ing shall be provided in joist spaces could possibly reduce the fire resistance rating. The 66 Refrigerator the following locations: addition of up to 16 3/4" of 0.5 pcf glass fiber insulation (R-40), 67 Microwave oven PLYWD Plywaccl CZ ;d PROV. Provide s. In concealed spaces of stud walls and either batt or loose-fill, to any 1- ?fir. fire resistance rated 68) Refrigerator-HC Accessible N G partitions, Including furred spaces, at the calling and Holli floor-calling or roof-calling system having a cavity deep enough 1 69 Range-HC Accessible =cV QTY. Qpantlty R Rediae levels and at 10-foot Intervals both vertical and to accept the insulation Is ponnitted provided that one additional J � � = Q 0 � REQ, Required. horizontal. layer of eithar 1/2" type X or 5/8" type X gypsum board Is -------- _ -- C ^ RES Requiret b. At a!i Irnterromn�ctiors between concealed applied to the calling. The additional layer of gypsum board shall 7 0 � ILET t-BA r N A«_ E RICJ co Revised vertical and horizontal spates such as occur at soffits, be applied as described for the face layer of the tested system 71 Toilet paper holder, 24" mounting height. drop ceilings and cove ceilings. except that the fastener length shall be Increased by not less Q RTU Roofr lop Unit 72 Towel bar, length as Indicated. 48' mounting height, Install 2x backing In wall framing (� � c. In openings organo:vents, pipes, ducts, than the thickness of the additional layer of gypsum board. SCHEO Schedule 73 "rowel ring , length as Indicated. 48" mounting height, Install 2x backing In wail framing � � chimneys, fireplaces and similar opening*-that afford• passage for fire at ceiling and flour levels, with 7. Greater stud sizes (depths) shall 'rte permitted to be 74 Tempered giass tub/shower sliding door enclosure � SECT Sertlurr SHT Sheet Q F- SIM Slmtlar noncornbustible materials. used In meta!- or wood-stud systems. Metal studs of heavier 75 Future handicap toilet grab bars (N.I.C.). Provide solld backing. Refer to Interior- Elevations S(: Solid lore d. At openings between attic spaces and gage than those tested shall be perrnitted Tire assigned rating 76 Future handicap tub /shower grab bars (N.I•C.). Provide solid backing, O ' SPECS SpociticstionA chimney chases for factory-built chimneys. of any load-bearing system shall also apply to the same system -' when used as a non-bearing system. 77 Mirror per Interior eievatians 6� SF Square Feet � � � STD Standard "��"`�`''"'f �� . 78 HC accessible toilet grafi bars. 42." long on side, 36" lung at back STD Structural 33" to 36" height. Install backing In well. 8. Within design limitations, the distance between parallel rows ' i e I i SUyp Suspended g 79 Toile. enclosrne, I C ac.c ssbe of studs, such as in a chase wall, shall be permitted to be TND To Bs Detrr•minett TEMP Tempered increased beyond that tested. T& G Tongue& Groove CIO TYP Typicei U.N.0. '64e�ss Noted Otherwise ! VCTVinyl Con'rpoeition The G END ViF Verify In 0 Flald � INTERIOR ELEVATION ® FIXED WINDOW HARDWARE GP.UUP--'-•�'-� VERT Vertical REFERENCE DOOR TYPE-• A 2 DOOR REF. NO. ,v'r.`� TIRE RATING 'v WC Water'Joset --WALL TYPE 12 J 20 REFER"r0 A205 58 - 7 XX SLOPE X VERT IN 12 HORIZ. HORIZONTAL SLIDING WINQOW r W/ with WALL TYPE 1 HR, SEE A ATI DRAWINGS OPERABLE DOW AWMBLY FMI ATIMG FLOOR PLAN W!0 1Mthrstet FIRE RATING WD wOc'd �-• iNSULATK)N 4 -� DETAIL REFERENCE VENT NR No fire rating 1 PLAN CHECK 11.2.04 NOTES (BLANK IF NO INSULATION) SLIDING GLASS DOOR FLOOR/CLG. 1 60 - 60-minute Flr elyd G ly TYPE INS FLOOR/CEILING TYPE (A703) vErrrLE Self-closing : 1'• INSULATION (PLANK IF N;) INSULATION) A - -- GRID REFERENCE per UBC 10 4.3.4.3,2.1 llij NATURAL GAS METER- 1005.3.3.5 -r ROOF/CLG. GM REFER TO MECHANICAL DRAWINGS TYPE ,4 ROOF/CLG. TYPE (A203) f -. _ - RESILIENT FLOOFiNG Mr.7E S ELECTRICAL METER- OR TILE FLOORINGREFER TO MECHANICAL DRAWINGS DRAWING REFERENCE NOTE (A201) Date 11/10/04 5:47 PM ROOF DOWNSPOUT / Revisions I CONC. SLAB,-ON-GRADE * STORM DRAIN i•NJB 1 PLAN CHECK 11.? 04 F.O.S. -FACE OF ST ID I DS ALSO REFER TO PLUMBING DRAWINGS F.G.WB• FACE OF GWB F.O.C. FACE OF CONC. F.O.B. R FACE ( F BRICK FPiIB ?-__-_ BUILDING SECTION OR OTHERWISE AS NOTEi? FRUST PROOF HOSE. BIBB A403 REFERENCE DIMENSION T 24"A.F.F.,U.N.O. 2350 I °: C/L CENTERLINE --kale ON n �Draw _ Franks LINE W/ LONG DASH d SHORT DASH-CENTERLINE Win' TYK LLCI-1 WINDOW REF'' N0. ----LINrT TYPE Phase CD catAssTYr>• REFER TO A20S ---- ~ Computer File(Gomralty, stud wells'ore TH1 A-8-'�ROOM N0. dilmor slo ned to the contorllne OWING RpO� THERMAL INSULATION SCHEDULE 23�e.�r�1 'L()nIt PLAN NOTES EV of the wall) .�iZlNG rye c 11/10/01 5:4?T'� ` TEMP Tempered Glazing ROOM NAM. Street ` l I -• a t�ezln T ed WINDOWS IJ- O,aO MAX. '�- i ELEVATKPN S.G.T Sirtgl g- empo \ EXTERIOR DOORS U. 0.20 MAX. � I I.G.T. Insulated Glaring Unit-Tempered ,p DOOR-SIZE AS SLIDING GLASS DOORS U• 0.40 MAX. M T/SLAB T I.G. - irmlarted Glazing Unit x INDICATED EXTERIOR CEILINGS R. 38 MIN. A201 i ATrUN A, S,G, . Single(gazing a ON PLAN T/CON(; SPECIFIFA LOCATION g ,,,, EXTERIOR WALLS R 21 MIN. _ _ _ 11 T/AC I.W.G -knulated Wire ilea. Fire Rated. i SLAB PERIMETER R• 15 MIN. Copyright 2004__ i TfPAVERS Paul Franks Architecture T/GYP.LINDERLAYMENT �,t 1 �7'.�.M1l till"1 Yfkip' .".YV11".W0^l*!11M0h1W0"*10 ' +"r..1Y+Y1--e+-e....�•�--v=.e...,_...__..,�,.ww.w.�yv.-- .� _. " �� >w „rte-.•.��.• _.-..-. � . .. I�1111110 WOO 11111111111111011, li II iII1 I1III I11II li I liltI: 1 ," _ � !IIi'!I� II!i1lH i I II11�IIIrI I till�IIII I IIII 1111 I IIII�IIII I11SliyIyIlI;ISiYI IDRI1I9! IIIyI:7I:(SInI:I:;I{moIiI.I 7I.I.,I'I=I:'YAI'-7lRl+i4!7,IAI1IiI�1 11 10 I 1 12 I? 14119 17 18 19 20 21 22 23 �4 LE _ _-+,.w..`.�_. -•--.w�� -.,�-_..�..-... 25 98 2)7 28 2�9 3�0 rOnrM�l car Vf r "00 1,k "1 ��"+f 4br M'..--v:�y• �+�4, - w xyt �' TM Y } u. t. , it Zte _A�y ,'f�'a'`mx ♦.jt l.. l-. ; J, jj 4p Y, •�'. _�..- . .' �:..... r...._....�.:_._.:: _.-. _ -..., i-_ x._1.uriun..-v-..._...�.i.__.__�._.4....-.,,.... - .....u._...-..�.__.�.....LL _.., -...._ --._.. u .... . ...♦.._..�.. .. L......._.. �._�Y6_:i?;'.._....__.._..ax�..._....,..`� _u...._,.zi_a�.:.ws_.,.._.......n.__.._.. -. ..-. .. ...... ..... _,....•_..... _.-._. __. .. _. _ - ._ _ _ - ..... - ._ _ - _.. .. ._ _. -.. - .... _ ... _... .. _. ___.._ -.... .... -. .....--.__ _.a.r......"...r,...�,.yw......-,.....�...._ .�..__._.1,._.r....-...v- :.w..._.,o.G:fico....aa.:...:::L...t.�.. r.....�Y._'-�YY..�.e......•-_.. ._....-..___"..�..:_......_..J,_ .',.C'-:u,w.__. __._..-... _.r._.._._.. �--.. -, __.....rw4r.-.......a_ ...__..,e,tt.�-._rU._1�a.:t�AL.Jw•_ ,I 5 t i{ t h,. ,rA t'. 1 P M WALL A�ySI� � yA�e SE�6U9BI S WALL ,��I�g � �l�A�� .I�� ,ice - - __.,�....._.._._.�,�.�..__ �.r�..�.......�. ' _ ASSEMBLY NO. GA P1 , ASSEMBLY NO. 3510 ' 2 X 4 INTk OR BEARING W� NFA .1N� GENERAL NOTE: ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY WAD TYPE � ,LdB.J�� -•----- - WHICH IS IN DIRECT CONTACT WITH EARTH SHALL BE PRESSOR[TREATED 2 � 1 FIRE RATING FIRE TEST1G � 1-HOUR � 1 �- i ��. t STTJ1t�S: t X 4 MINIMUM� FIRE RACING 1-HOUR 1 ITR r.- -HR � FIRE TET U 14 '� .-�•�R �� FIRE TEST U314 REFER TO UBC 2306.4. INSTALL FIREBLOCKING PER USC 708 TYPICAL. � 24" U.C. MAX. PER STRUCTUR4 . I INSULATION 0 SZIJDS. 2 X 4 MINIMUM �+ 24" O.C. SOUND RATING STC TO � SOUND RATING STC ?5 TO 3 (BLANK IF NO INS.) SOUNDTEST NGC 2404 -- MAX. PER STRUCTURAL. SOUND TEST NGC 2404 INTERIOR SOLE PLATES MAY BE NON-PRESSURE TREATED WHERE INSTALLED �"'"�, 3 1/�" _WA1.L9{14B&_ (1) L P ON CONCRETE SLAB OVER A VAPOR BARI<IcR AND ROCK S!JSGRADE 1 I. - , a lJ APPLIED PARALLEL WITH OR AT kiC HT ANGLES TO EACH SIDE OF WOOD (D GYP"yy��gD• (1) LAYER 5/8"TYPE X GYPSUM WALLBOARD APPLIED W r 3 2 "R STUDS WIT�1 6D COATED NAILS, 1 7/8" LONG, 0.091 5" SHANK, 1/4"(CAPILARY BREAK) ')•'.HR � INS. 1 'HR COATED NAILS 1 7/8" LONG, b.0915" SHANK, 1 rDE OF WOOD STUDS WITH 6D PARALLEL WITH OR AT RIGH1 ANGLES 1"0 EACH S1 BEADS, 7'' O.C. WALLBOARD NAILED TO TOP AND BOTTOM PLATES A'T 4" HEADS, /" O.C. WALLBOARD 1 �Y ASSEMBLY NO. 3370 INS,.G7 PTE M WPl�lL � INT. 7"O.C. Mia\. STAGGER .JOINTS 24"' O.C. EACH SIDE. SCREWS MLETING INS. NAILED TO TOP AND BOTTOM PLATES AT 7"O.C, MAX. STAGGER JOINTS 24" O.C. � IrlE RATING 1-HOUR �.___( ASTM C 1002 OR ASTM C 954 SHALL BE PERMITTED TO BE SUBSTITUTED EACH SIDE. SCREWS MEETING ASTM C 1002 OR ASTM C 954 SHALL BE PERMITTED FIR 'ESS U- DESIGN U z FOR PRESCRIBED NAILS, ONE FOR ONE, WHEN THE HEAD DIAMETER, 3 11 TO BE SUBSTITUTED FOR PRESCRIBED NAILS. ONE FOR ONE, WHEN THE HEAD -HR --- r LENGTH AND SPACING OF THE SCREWS EQUAL OR EXCEED THE -" - DIAMETER, LENGTH AND SPACING OF THE SCREWS EQUAL OR EXCEED THE U S:)UNQ RA'TLNG STC S Q =TEST OCC 44 REQUIREMENTS FOR THE NAILS USED IN THE TESL ED SYSTFM. TAPED AND REQ�IIREMEN'TS FOR THE NAILS USED !N THE'TEST'ED SYSTEM. FIRE TAPED ONLY - 43/ SPRAY TEXTURE FINISH. INT. WL Uj t i Z O STIL111 : 2 X 4'S 0 16" O.C. ON SEPARATE 2 X 4 PLATES, 1-112" LN f;1 TFE1�ktAl.I�ISUI!A7Y�) AT WALLTYPE t-�+R ONLY. R-VALUE PER'fHERMAI.SEPARATION. AM ISTilli!N5L1LX lLlrai A l WALL TYPE ONLY. STAPLE �:'� INSULATION SCHEDUL.E. ,,,1 -HR TCS STUDS. ._-- INS. ' � O Gt]A(T.BAGiCIN(, AT INTERSECTING WALLS Was-1... 2 STAPLE INSULATION TO STUDS.VAPOR BARRIER INSTALLED ON INTERIOR (WARM) Frrrr�...+wr��.�rRnrrr.�■ M FICE No. WP SIDE. DWELLING ( DWELLING 3 DOJO, tTAI 2 X 4 HORIZONTAL BLOCKING REQUIRED ASSEMBLY N0: 3510 3 1-HR � INS. � (s ``4y I1[�l7• 0 AT MID-HEIGHT OF STUDS. 5 .L•tR .X�,lel(� ^�A� FIRE RATING 1-HOUR� 3/ v t FIRE TEST IJ 14 �"- Ira ALAl1S'- AL Wa LATION AT WALL TYP +-HR 1 -HR 1 (� 51UQS: 2 X 6 MINIMUM 24" O.C. MAX. UND RATING S r 5__T077_'_ ik INS. PER STRUT TURAL. SOUND I-EST NGC 4 4 ASSEMBLY NO. REFER TO � �. t R-11 UNFACED FIBERGLASS BATT INSULATION ® EA. (1) STUD SPACE. 1 -HR FLAT 2 X 4 LOAD @ 3641 DETAIL 1ALJ- a 1_hq FRICTION FIT AND STAPLE TO STUDS. ,z (�M HW,L,g(�D; (1) LAYER 5/8" TYPE X GYPSUM WALLBOARD APPLIED 12 F)(TF�IQ WALL FIRE RATING 1-HOUR `// , """-'-'- "' '- FIRE TEST U3 8 s INS. PARALLEL'WITH OR AT RIGHT ANGLES R 0 EACH SIDE OF WOOD STUDS WITH 6D 1 -HR .yl(r1t19gAR1'J: (1} LAYER 5/8" TYPE X GYP. WALLBOARD � -HR COATED NAILS, 1 7/8" LONG, 0.119'2 5" SHANK, 1/4" HEA;+S, "' O.C. WALLBOARD O Slllil�: FLAT 2 X 3 OR 2 X 4 STUDS® SOUND RATING N/A. EA. SIDE, APPLIED AT RIGHT ANGLES OR PARALLEL TO STUDS EA. SIDE, INS I�, 3/4"} NAILED TO TOP AND BOTTOM PLATES AT 7"O.C. MAX. STAGGER JOINTS 24"O.C. 24" O.C. MAX. SrJUND TES f N/A 1 1 s FASTEN W/ 6D COATED 1-71/8" LONG, 0.0915" SHANK, 1/4" HEADS I""+'''; EACH SIDE. SCREWS MEET-LNG ASTM C 1002 OR ASPM C 954 SHALL BE PERMITTED NAILS 0 7". STAGGER JOINTS 16" O.C. EA, LAYER. TAPED AND SPRAY I 1/2 j TO BE SUBSTITUTED FOR PRESCRIBED NAILS, ONE FOR ONE, WHEN THE !-LEAD - � O 1d lA�A1.LBOARLZ Paul 8th Avenue Architecture TEXTURE FINISH 5 BASE LAYER : (1) LAYER 5/8" TYPE N GYP. WALLBOARD OR 5/8"TYPE X GYPSUM 3865 208th Avenue N(= DIAMETER, LENGTH AND SPACING OF THF SCREWS EQUAL OR EXCEED THE Suite 222 4 1/4'� ___ 1 WALL SHEATHING EA. SIDE, APPLIED AT RIGHT ANGLES OR PARALLEL TO 5'TUDS EA. Bellevue Waahin ton 98004--1813 y�WALL SHUT PER STRUCTURAL AT INTERIOR FACE CF 1 REQUIREMENTS FOR THE NAILS USED IN THE TESTED SYSTEM. TAPED AND SPRAY 9 TEXTURE FINISH. 3 SIDE, FASTEN W/ 6O C( 4TED 1-7r8" SONG, 0.091 5" SHANK, 1/4" HEADS NAILS OR 2" PARTY WALL z z TYPE W SCREWS 0 7" O C. Fax Telephone25.$03 U93 425-803.0792 F _S.TJDP AISI;JtA�I INSTALL. 28 GA, G.ALV. SHIT. MTI_. "SPRING" QW� DWfI1JNG 0j THERM,AL.INSI:1�4T3t01N A T`HALL TYPE t•HR ONLY. STAPLE TO STUDS. INS I �,1 FACE LAYER (1) LAYER 5/8" TYPE X GYP. WALLBOARD OR 5/8" TYPE X GYPSUM C/L DRAFT STOP® 10'-0" MAX. O.C. HORIZ: (UBC 708.2.2) l:J WALL SHEATHING EA SIDE, APPLIED OVER BASE, LAYER AT RIGHT ANGLES OR 2 , 3 INS. R-VALUE PP'R THERMAL INSULATION SCHEDULE. PARALLEL_TO STUDS EA. SIDE, FASTEN W/ 8D COATED 2-3/8" LONG, 0.113" SHANK, A ( V(D 9/32" HEADS NAILS OR 2 3/8" TYPE W SCREW'S V 8" O.C. FIRE TAPED W/ JOINT TAPE --- v- AND COMPOUND. EXTERIOR SIDING ATTACHED TO STUDS OVEk BUILDING PAPER. �•( A E. S ' ASSEMBLY NO. GA FILE ZAALKI OR PARTY WALL SIDINGS 2 SIDES 8105 �..� PLYWOOD SHEAR WALLRE RATING 1-HOUR e BELLE UE, 1 1/2 STUDS: 2 X 4'S 0 16" O.C.OMAX.. LIRE 'TES i WP 3 51 � VA ' NO. WP f WASHINGTON SHEATHING WHERE OCCURS 1 -HR 0 1-HOUR EXTERIOR BEMN9 wALL ASSEMBLY N0. 2 2\ 4 �.. - PERSTRUCTURAL. SOUND RATING N/A 2266 BACK TO BACK -� 1 1 .y SOUND TEST N/A FIRE RATING 1-HOUR (z S71Ii�u_SHE Tl4M- PLYWOOD 1 -HR FIRE TEST UL DESIGN Un-5 OF \ - ATTACHED TO STUDS WHERE SPECIFIED NOTE: APPROVAL OF BUILDING INS SOUND RATING STC 5 BY STRUCTURAL. OFFICIAL RE FRED FOR SOUND TEST !J c)CF 44 EXT. EXT. Qu I _ 28 GA. GALV, SHT. MTL. ALTERNATIVE METHODS PER UBC "SPRING" DRAFT STOP 0 1 ) t (J GY'PSLJM SWATHING: INSTALL GWS 703,1 0 STUDS: 2 X 4'S 6 16" O.C. ON 2 X 4 PLATE. 10'-0"' MAX. O.C. HORIZ. OVER STRUC- URAL SHE aTHING WHERE_ - r-, - (n (UBC 708,2.2) z SPECIFIED ,OTHERWISE INSTALL GV'JS Dlk;:(,•T 0 STUDS, �'.,I Oz MDS: 2 X 11 16" C.C. ON 2 X 6 PLATE. "�"d (1) LAYER 5/8" TYPE X GYP. SHEATHING, 48"WIDE, APPLIED PARALLEL STAIRWAY �_\ DWELLING L TO :STUDS WITH GALVANIZED ROOFING NAILS, 1-314" LONG, 0.120" SHANK, ��% �, �I�MAL iAi5l1LAT1AN PER THERMAL INSULATION SCHEDULE. STAPLE C �J 7/16" OR 112" HEADS, T' G.C. MAX, IN FIELD, 4" O.C. MAX. r�E.RIN,ETER. �' i t v INSULATION TO STUDS. VAPOR BARRIER ON INTERIOR (WARM) SIDE. (J &PARTY 1�'AL� DRAFT STOP a�- - a JOINTS OF GYPSUM SHEATHING MAY BE LEFT" EXPOSED WALLP:)ARD AND SHEATHING NAILED Til TOP AND BOTTOM PLATES AT 7" O. GYPSUM WALLE(JA8D: (1) LAYER 5/8" TYPE X GYP. WALLBOARD/e+L't: �" � 1'-0" 8 1/21, � O EA. SIDE, APPLIED AT RIGHT ANGLES OR PARALLEL TO STUDS 'r'A, SIDE, 1 PLAN CHECK 11.2.0'1 04 EXTFRlOR_SIElWG: ATTACHED TO STUDS OVER BUILDING PAPER. \� FASTEN W/ 6D COATED 1-78" LONG, 0.0915" SHANK, 1/4" HEADS " '/ � v`'•-. � � �.,.r,,..,.,_, �` - (�� 7 TEXTURE FINISH.GGER JOINTS 16" O.C. EA, LAYER, TAPED AND SPRAY � ASSEMBLY N0, 810: S INSTALL GWS OVER S1"RUCTURAL E C ExrcRIOR 1-HOUR wALL WP (D GYP_�t��ATHNG; ASSEMBLY NO, FIRE RAl•ING 1-HOOF rt• c0 cd -LIR X 6 EXTERIOR BEARING WALL 841 5 7A --- 2 SE INSTALL rS DIRECT TO N SHEATHING WHERE SPECIFIED ,OTHERW� FIRE TEST WP 510 STUDS. INSTALL (1) LAYER 5/8" FIRE RATED GYP. SHEATHING, 48" = N ~' 2 FIRE RATING 1-HOUR 2 X SOUND RATING N/A , F;aE TEST WP 51 0 ST11L1S: 2 X STUDS Q9 16" O.C. MAX. WIDE, APPLIED PARALLEL TO STUDS WITH GALVANIZED ROOFING NAILS, � -HR ., SOUND TEST N/A 10 rn � S UND RATING :N/A PER STRUCTURAL. 2 X 6 � 7A, �. X 4 � �8 1-3/4 ' LONG, 0.120" SHANK, 7, 16 OR 1/2'' MEADS, 7 'G.C. MAX. IN -� � b ti:J SIIJIIS:. 2 .>< 6'S� 16" O.C, +-� UNd TETEST N/'-A 78 FIELD, 4" O.C. MAX. PERIMETER, JOINTS OF GYPSUM SHEATHING MAY BE (� C MAX.h1AXPER STRUCTURAL. O EACH-SSE: (1) LAYER 5/8"TYPE X NOTE: WP 8105 IS A TYP. EXT. J1dALl LEFT EXPOSED. WALLBOARD AND SHEATHING NAILED 1'0 TOP AND (n p 2 (DE)OT"PI_11�( INSTALL_ PLYWOOD ATTACHED �, 2 X IV GYP, SHEATHING, 48" WIDE, APPLIED W/ SIDING ON ONE SIDE ONLY. BOTTOM PLATES AT 7" O.C. � �- C �•:J TO STUDS WHERE SPECIFIED BY STRUCTURAL. FJ,RALLEL TO STUDS WITH GALVANIZED r 1 -HR ROOFING NAILS, 1-3/4" LONG, 0.12.0" SHANK, 7/16" OR 112" HEADS, el LJ EXTERIOR SIDING: EXTERIOR SIDING ATTACHED TO STUDS OVER �yl - INS. (�P."-"!°�1 AI1�NC; INSTALL GWS OVER STRUCTURAL 7"O.C. MAX. IN FIELD, 4"O.C. MAX. PERIMETER. JOINTS OF GYPSUM SHEATHING 8UiLDiNG PAPER. > cJ SHEATHING WHERE SPECIFIED ,OTHERWISE INSTALL. GWS DIRECT TO � LX7 MAY 8E LEFT EXPO;F t;. SHEATHING N,411_ED 70 TOP AND BOTTOM PLATES AT 7" '� •� STUDS. z O.C. O F>B MAFT STOP-INSULATION INSTALL 0 111 MAX. O.C. HORIZ. � EXT. INT INSTALL (1) LAYER 5/8" FIRE RATED GYP. EHEATHING, 48" WIDE, `' (UBC 708.2.2) �� Q APPLIED PARALLEL TO STUDS WITH GALVANIZED ROOFING NAILS, ; Q EXTERM SEW& EXTERIOR SIDING ATTACHED TO STUDS OVER BUILDING � -+� 1-3/4" LONG, 0.120" SHANK, 7/16"OR 1/2" HEADS, 7" O.C. MAX. IN _-1 3 PAPER. z FIELD, 4" O.C. MAX. PERIMETER. JOINTS OF GYPSUM SHEATHING MAY BE � y s LEFT EXPOSED. WALLBOARD AND SHEATHING NAILED TO TOP AND 3 �~ BOTTOM PLATES AT 7" O.C. _ 2 (�aINTERIOR WALL. FIRE RATING N/A , n a 6 1-HR S �. EXTERIOR SIDING AITACFIED TO STUDS OVER FIRC TEST _ N/A A�S�MBLY N0, _ _ _ a� _ C c i---.--- -- � � H PA!?TY I 3370 INS. BUILDING PAPER, R 3 1/ ' SOUN:) RATING N/!% FIRE ATI - OUR OS (t STUD&.___ 2 X 4'S 0 24" O.C. MAX. SOUND TEST N/A _! 1-HR IRE TEST , bQ (1) LAYER 5/8" TYPE X GYPSUM WALLBOARD APPLIED PER STRUCTURAL IIND RATING C L =IN 367- USC TABLE 8-8 PARALLEL WITH OR AT RIGHT ANGLES TO STUDS WITH 6D COATED NAILS INS. MAX. FLAME-SPREAD CLASS FOR ENCLOSED VERTICAL EXIT 1 '7/8" LONG, 0.0915 SHANK, 1/4"HEADS, 7"O.G.TAPED AND SPRAY z z SHUUiING:_.- 7/16" PLYWOOD OR OSB WALL 5HEA16 0 HlNG L 11N 4 WAYS, R-1 OCC. - -LASS I. TEXTURE FINISH. � � EACH SIDE., GD® 6" O.C. MAX, - EDGES, 12"O.C. IN FIELD MAX. t STORMS: 2 X 4'S 0 16" O,C, ON 2 X 4 PLATE, 1-112" SEPARATION. UBC TABLE 8-A '�:J �LRM�4LJ&%AA11M AT WALL TYPE 1-HR ONLY. R-VALUE ` CLASS I. PER THERMAL INSULATION SCHEDULE. INS. fir• � Lam• �..\ �z S'T1JaS. 2 X 6"S 9 16" O.C. ON 2 X ti PLATE, 1.112" SEPARATION. 'J�,gLL I FLAME-SPREAD 0-25 MAX. ; - PER THERMAL INSULATION SCHEDULE, STAPLE SMOKE DENSITY 450 MAX, (UBC 802.2) STAPLE INSULATION TO STUDS.VAPGR BARRIER INSTALLED ON INTERIOR DWELL LW �� (D INSULATION TO STUDS, VAPOR BARRIER ON INTERIOR (WARM) SIDE ASSEMBLIES (APPLIES TO SIDING IN s-rAIRWAY), (WARM) SIDE. UN"i f FIRE RAS Imo- N/A _ a GYPSJM_WAIL.8111ARM (1) LAYER 5/8" TYPE X GYP. WALLBOARD ASSEMBLY N0. CIA FILE . � NQU:E �AI�D_�1IAL.. FIRE TEST N ,� 0__ � EA, SIDE, APPLIED AT RIGHT ANGLES OR PARALLEL TO STUDS EA. SIDE, 8105 9 ��?�F.Q I SOUND RATING N/A FASTEN W/ 6G COATED 1-7/8 LONG, 0.0915 SHANK, 1/4" HEADS I 1-H _ SI11 z X 4'S JL4" Q,C, MAX. SOUND F- N/A OS •- a NAILS 7". STAGGER JOINTS 16 D.C. EA, LAYER. TAPED AND SPRAY 1 IHR STL13S:_ 2 X 4'S 0 24" O.C. FIRE T W15 3510 O PER STRUCTURAL. I, i L -0 TEXTURE FINISH. 4 MAX, PER STRUCTURAL. UN RATIO -•- � r UN IT- N1A G .�.IAI LL HUT)MG WHERE REQUIRED BY ;,TRUCTURAL AT t -------- - EXTE81fJR--S�E: PLYWOOD ATTACHED TO STUDS WHERE SPECIFIED BY f t O ETC& A _SHEATHItK�- INSTALL PLYWOOD ATTACHED ` °� "'� 0 STRUCTURAL. INSTALL (1) LAYER 5/8"TYPE X GYP. SHEATHING, 48"WIDE - GWB z INTERIOR FACE OF PARTY WALL Date 11/1, � �1 1/2'• '04 1:49 T'M EXT M. TO STUDS WHERE SPECAFIED BY STRUCTURAL- I � INT. ONLY WHERE NO PLYWOOD SHEATHING, APPLY PARALLEL TO STUDS WITH � FWMRAE'STpp�,�� INSTALL � 10'-0" MAX. O.C. HORIZ. R©visions -HSP I:XT. GALVANIZED ROOFING NAILS, 1-3/4" LONG, 0.120, SHANK, 7/16"OR 112" HEADS, 10 1 2 � (UBC 708.2.2) 3 5 r1m._WAL L SMTH INSTALL GWS OVER STRUCTURAL 3 1 7" O.C. MAX. IN FIELD, 4" O.C. MAX. PERIMETER. .JOINTS OF GYPSUM SHEATHING MAY .1 1 K i l INS' O SHEATHING WHERE SPECIFIED ,OTHERWISE INSI ALL GWS DIRECT' TO L T " r 3 STUDS, � BUILDING PAPER OVER SHEATHING NAILED TO TOP AND BOT�OM PLATES AT 7 O.C. 1-HR INSTALL (1) LAYER 5/8"TYPE X GYP. SHEATHING, 48"WIDE, APPLIED 3 122" INS. PARALLEL TO STUDS WITH GALVANIZED ROOFING NAILS, 1-3/4" LONG, -'------ `"`- --- ExnMU SLA]INf, : EXTERIOR SIDING ATTACHED TO STUDS OVER BUILDING PAPER, 0.120" SHANK, 7/16"OR 1/2" HEADS, 7" O.C. MAX. INFIELD, 4" O.C. LIPC TABLE B-B MAX. PERIMETER,. JOINTS OF GYPSUM SHEATHING MAY BE LEFT 0 111IM3i�SM: NO FINISH - b No. MAX. FLAME-SPREAD CLASS FOR EXPOSED. WALLRQARD AND SHEATHING NAILED TO TOP ANI) BOTTOM Scele__ /4 - ENCLOSED VERTICAL EXIT WAYS, PLATES AT 7"O.C:. Drawn By _ _Franli R-1 GCC. • CLASS I. �'••,••"""�1900W '"„•�� ,•�` _ Phase _ CD ------_ EYIIENIOAI_N*IQ FXTERIOR SIDING ATTA.CHIED 1.0 STUDS OVER , FIRE Computer File UBC TABLE 8-A BUILDING PA,PFR ° ' N%� 2350A202.1-WALL 'TYPES RE CLASS L 1 1/1/04 1:49 PM FLAME-SPREAD 0-25 MAX. s tdl'I�lI'1W.- (1) LAYER 5/8"TYPE X GYPSUM WALLBOARD 3 1/' t SplilSi;_ 2 X 4'S A9 1$"O.C. MAX. Sheet ti I • SMOKE DENSITY 450 MAX, (URIC 802.2) APPLIED PARALLEL WITH OR AT RIGHT ANGLES TO STUDS, (� f (APPL!ES TO SIDINfs IN STAIRWAY). 24" O.C. MAX. WITH 6D COATED NAILS 1 7/8" LONG, 0.0915 SHANK, _ -�--- PER STRLICTURA.L 1/4" HEADS, 7" O.C. TAPED.AND SPRAY TEXTURE FINISH. �}t �� t �;y 5rfp, ,• 7/1 F'• O.S.S. WALL SHEATHING ONE SIDE TO UNDERSIDE OF ROOFA202al aIta" °� a `' ' ,c ' `y s AT WALL.TYPE 3 ONLY. `'� SHT13. 6D 0 6"O.C. MAX. - EDGES, 12" O,C.IN FIELD MAX. R-VALUE PER THERMAL INSULATION SCHEDULE. INS - Cc�pyrlpht 2004 --� x $1 3 16CL lN'1- osut Franks Architecture STAPLE INSULATION TO STUDS.VAPOR BARRIER INSTAU.ED ON 1 INTERIOR (WARM) Sli I-... ,�p ,, , - .._.-_..__._ .,...r,�,�w.►--•, - t •�q. �?0111!ieMYIAIYfMi�MN1�M�M� +�M1�M1Y� a �T�.�`"`�SIEy}Af�Sa�aWtMk'd•".��*'q't7�•t.v.�,�t .._._----- ..._.,.,..:,,�w'e'*•nle�eers,�.+^------ ---.. -.�-.._ ., .. ----_ __....-.---___. __-_.- _ _.._. __.-_.. -... -....-....,.. ._...,_.. _ -. -- - 'R•.-rr.�.T�...... ._ ,.••n,,,..-.... - ',i 'a CtY1 .I I III I IIS 1 11 tilt l ii�.nl Illi tI (l'l 111111 I I fill' it �III� I III I11'�I I 1 Ifrl Lhl tl I I IL ,; II �tlll I IIIIIII I I + � I`� Y STS } l u i f e� e�� I Jill I I 1 I I I I I!�I I1 I I f 1 i t 1 I I I I I I I I I 111 III 1 1 1 1 III 1 1 1 1 III I I I I I 1! III I t _ e 1r w t , IOn�T..lcro IQ i I 12 I 14 tE 17 i�1 1� 9lC1 21 :?2 23 t34 2S 2c! 27 �A 29 3G LL� AV : 1. r +V'Jt1rw1_, ...,.,--�m..,.�.... .w --�_.,. '. ..' _ ._.. - . .. -._.__ ...._..-_-... .._..-_,...�..__.x�. _,..�............... .�•.-_.sy_.a.o._....__.-.,r._...aw._..._....-....-..-__...._,.--...--...._. _...a...:....�._�_...-.....-- --- ._-_.�._-__..�.-.i-.__-.-.. _. _-__- .._.-....__..��._�..-.- - ..,._.--.W.-.._._-m-.r_._.._._,... ._... - r h ,: G r, il + r .,:, . ;: ., 1 ... ...,....,....,. .._,....�.....�...�.,.�..,.,F .�.-: ..,,.... _ _. .. _ _......_..w�....W...,_._ ... _1.._.1..1. ..._1...... _ _ ...... . . ... . .. ,. ._<,,,. . .. _. ..-._. .__. ... ..�.. __..... ..... . .. u. _ .. ...,. ._..._......,: ,. .,, ,�, :: ., s..:._::r+...:w.w,.:...__ ..a,�esd."d�yY.m,,..w,.,.�..��+Nwiw�h'��d+iYl�r��WM,W�1-elW�fkd+�..wru..�.w+,waM+.gr..,;.�W....�_ -ww...,_mar.r.»scu�..;r�nyv...��»�.n.:w:rwt •�.,�......u..w.„..:.a 1 01 f }AWS!ASE.L GENERAL NOTE: ALL WOOD IN CON f ACT WI[H CONCRETE OR MASONRY WALL MB IU WHICH IS IN DIRECT CONTACT WITH EARTH SHALL BL PRESSURE TREA FED REFEK TO UBC 2306.4. INSTALL FIREBLOCKING PER UBC 708 TYPICAL, GRAPHIC LEGEND LTJ LL WALL TYPE JINSUSJ '� FIRE RATING INS LATION (BLANK IF NO INS.) L LJJ a� ir,r r�rrrir r ASSEMBLYNO 3641 2 X 6 PRIOR Q Q-W FIRE RATING NA 1 -HR FLAT X 4 LOA[?�EARILyS_ is FIRE RATING � 1-HOUR WrTH EXTERIOR •i FIRE TEST NA ~I-iR FIRE TEST U338 16 SOUND RATING NA OFLAT 2 X 3 OR 2 X 4 STUDS SOUND RA�f�ING w N/A � SOUND TEST NA U � � INS 1 STLII�i 2 X 6'S� 16" O.C. MAX. PER STRUCTURAL. 6 24" J.C. MAX. SOUND TEST N/A 1T2LXnAALSl*ATHh1Q iNSTALL PLYWOOD WALL SHEATHING, WHERE INDICATED GYPSM WAI a n' PER SrRU:'TIJRAL DRAWINGS. < BASE LAYER : (1) LAYER 5/8"TYPE X GYP. WALLBOARD AT INTERIOk SIDE, 5/8" TYPE X GYP. WALL SHEATHING AT ATTIC SIDE, APPLIED AT RIGHT ANGLES OR �r s O E)CiFB1fi1AfS: INHERE PLYWOOD SHEATHING IS NOT REQUIRED, INSTALL (1) LAYER PARALLEL TO STUDS EA. SIDE, FASTEN W/ 6D COATED 1-7/8" LONG, 0.0915" 1 112" REGULAR GYP. SHEATHING, 48" WIDE, APPLIED PARALLEL TO STUDS WITH JOINTS SHANK, 1/4" HEADS NAILS OR 2" 1 YPE hd SCREWS 0 7" O.C. z OVER FRAMING MEMBERS. JOINTS OF GYPSUM SHEATHING MAY BE LEFT EXPQSFD. � GYPSUM SHEATHING NAILED TO TOP AND BOT1OM PLATES AT 7" O.C. AND PER +,s FACE LAYER: (1) LAYLR 5/8" TYPE x GYP. WALLBOARD AT INTERIOR SIDE, 5/8" r� b 3 O TYPE X GYP. WALL SHEATHING AT ATTIC SIDE, APPLIED OVER BASE LAYER AT RIGHT S i RIJCTURAL OR CODE MINIMUM, �;�•' Paul Franks Architecture a �� ANGLES OR PARALLEL TO STUDS EA.. SIDE, FASTEN Wi 8D COATED 2-;4/8" LUNG, EXT. INT, G EXMR SItlii[11G: EXTERIOR SIDING ATTACHED TO STUDS OVER BUILDING PAPER. 3905 108th Avenue NE 0.113" SHANK, 9/32" HEADS NAILS OR 2 3/8" TYPE W SCREWS 9 9" O.C. TAPED Suite 222 AND SPRAY TEXTURED FINISH WHERE EXPOSED TO VIEW, FIRE TAPED WHERE NOT Bellevue. Washington 96004.7813 T- Wit.--- O Tl0Qduu L�ISLlLATlC�1i: AND VAPOR BARRIEH PER THERMAL INSSULATION SCHEDULE. —� EXPOSED TO VIE �' VAPOP BARRIER TOWARD INTERIOR (WARM) SIDE OF WALL lfslephone425.803.0792 Fax 425 803.0934 O THERMAL.W THERMAL INSULATION STAPLED TO G (D INTEBM-Mf: (1) LAYER 5118" REGULAR GYPSUM WALLBOARD APP!IED PARALLF.:_ VAPOR BARRIER INSTALLED ON INTERIOR (WARM) SIDE. R-VALDE PER THERMALf"oOR AT RIGHT ANGLES TO STUDS WI,H 6D COATED NAILS 1 7/8" LONG, 0.0915 SHANK, INSULATION SCHEDULE. 5 1/2" — 12" 1/4" HEADS, 7" U.C. SCREWS MEETING ASTM C 1002 OR ASTM C 954 SHALL BE PERMITTED TO BE SUBSTITUTED FOR PRESCRIBED NAILS, ONE FOR ONE, WHEN THE HEAD YD ,4 LENGTH AND SPACINL; OF THE SCREWS. TAPED AND SPRAY TEXTURED FINISH. �� ln I A� - MBLY $ P W�E. FRANKS 2 X 4 I RIOR B NG/ ONSEMNG WALL FIRE RATING _ NA �,_ ! FIRE TEST NA a BELLE ICE, a 1 SOUND RATING NA � WASHINGTON 0 S1UDS: 2 X 4 MINIMUM 0 24" C.C. MAX. ISOUND TEST NA "� 2266 PER STRUCTURAL. Al lJnF 3 1/2" n GYpSLN WAUJOAR (1) LAYER 5/8"TYPE X GYPSUM WALLBOARD APPLIED PARALLEL OR - -- i_"*- L-J AT RIGHT ANGLES TO EACH SIDE OF WOOD STUD`,WITH 61) COATED NAILS, 1 '7/8" LONG, 0.0915" SHANK, 1/4" HEADS, 7" O.C. WALLBOARD NAILED TO TOP AND BOTTOM PLATES AT KT_ INL 7"O.C. MAX. STAGGER JOINTS 24" O.C. EACH SIDE. SCREWS MEETING ASTM C 1002 OR ASTM C 954 SHALL BE PERMITTED TO BE SUBSTITUTED FOR PRESCRIBED NAILS, ONE FOR ONE., WHEN Cn THE HEAD DIAMETER, LENGTH AND SPACING OF THE SCREWS. TAPED AND SPRAY TEXTURED -ZJ FINISH. 4 3/4" ASSEMLYNO. 2 X 6 IlyUBQR BEARING/NOBEAFUNQ WAL1 FIRE RATING NA _ 1 6 FIRE. -�"FST NA 0 MIDS. 2 X 6 MINIMUM 0 2.4" O.C. MAX, SOUND RATING NA 1:� Cr PER STRUCTURAL. SOUND TEST NA G CCS � of 5 112" z GYPSUM WAILSOARD: (1) LAYER 5/3" TYPE_ X GYPSUM � N a I WALLBOARD APPLIED PARALLEL WITH OR AT RIGHT ANGLES r_. —, r- TO EACH SIDE OFWOOD 1h KUDS`WITH HEADS,COATED (7` D NAILS, 1 I ♦._. C 7/8" LONG. 0.0915" 5 INT. INT. WALLBOARD NAILED TO TOP AND BOTTOM PLATES AT Cp 7"O.C. MAX. STAGGER JOINTS 24" O.C. EACH SIDE. < 0 0 2 Gr -�1 SCREWS MEETING ASTM C 1002 OR ASTM C 954 SHALL. BE S d PERMITTED TO BE SUBSTITUTED FOR PRESCRIBED NAILS, ONE .. C z FOR ONE, WHEN THE HEAD DIAMETER, LENGTH AND SPACING G rAli- OF THE SCREWS. TAPED AND SPRAY TEXTURED FINISH. Q •� 'v 6 3/4' =f— E ro � o c Tk a� 2 X 6 EXTERIOR FIRE RATING I NA — ?� 19 � mi EXTERIOR SIO FIRE TEST NA SOUND RATING NA SOUND TEST NA j 01 $T►JpS: 2 x 6'S A 16" U.C. MAX, I'E.R STRl1CT!.�kAL. 0: STRLKT'Ll ,L SHEATHING,: INSTALL PLYWOOD WALL SHEATHING WHERE INDICATED C Q PER ST RUC-1 URAL DRAWINGS. OD UTERlO!P:GWS; WHERE PLYWOOD SHEATHING IS NOT REQUIRED, INSTALL (1) LAYER 1/2" REGULAR GYP. SHEATHING, 48 WIDE, APPLIED PARALLEL TO STUDS WITH JOINTS 0 OVER FRAMING MEMBERS. JOINTS OF GYPSUM SHEATHING MAY BE LEFT EXPOSED. GYPSUM SHEATHING NAILED TO TOP AND BOTTOM PLATES AT 7" O.C. AND PER Q STRUCTURAL, OR CODE MINIMUM, '— �— EAT. INT. � EdCTERIDR SOW;:SOW;: WALL EXTERIOR SIDING ATTACHEC TO STUDS OVER BUILDING PAPER. ASSEMBLIES A s T}EJtMALNA SULATM AND VAPOR BARRIER PER THERMAL INSSULATION SCHEDULE, SSEMBLIES VAPOR 3ARRIER TOWARD INTERIOR (WARM) SIDE OF WALL. CQNT'D O KdTFRLOR SFEATLi, 7/16" PLYWOOD OR OSB WALL SHEATHING. 6D 6" O.C. xk ' y ' 51/2' MAX, - EDGES. 12" Q C IN FIELD MAX. r I' FL��T 2 X 4 L:GAD L ,�a c I FIE TING _ N v FIRE TEKT N/A Date 9!20/04 11:34 AM SOUNID RATING N/A —' ZO �1�--- 05'UC+$: ROOF TRUSS VERTICAL WEB SOON TEST N/A Revfslons MEMBERS, F LAT' 2 X 3 OR 2 X 4 STUDS 1 0 24" O.C. MAX. SHEATHWj: 7.11 G" F'_vWOOD OR OSB WALT_ SHEATHING. 6D 0 6" O.C. MAX. - �J EDGES, 12" O.C. IN FIELD MAX. 79 No. 2350 - brown B,�_ Franks 0 r7Plisse C� Computer File �~- 2350A202.2-WALL TYPES y 9/20/04 11:34 AM Sheet s L, �3 ,, • A202w2 Paul Franke Architecture : Nor t! p,{y —...._._ �.....� --.—____ ate.,.,.. ..., •.• X{�MK.1 ..kid .. ,.,., .._. ..-_ ._ - �Te1'/ 1* -. -.. - .-�^ M�..va .w.r,. -^....^^^r'wwTTT„�.' _ ..-.� ..�—e..,.—,_..._..- .._ _.. -.-....—.-f_. --w.—_. -'� _ _......-.•_-.—. ,� ,. ,. .: .,. _. .._ .. _ _ I I VIII 1) II ILII 1111111111111 111111111 II11 IIIIm I I I IIIIIIIIIII 1111 IIIIIi III III 11 itl111 ,:. 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K..+L::.::.:..�ra.a�—�_r._....._ -_..__.__—_.�--_._.........-..�.0 _... i I �LCQ a SEMB .UU ELMV__ OUCEILING ASSEMBLIES AWMILY NO 11A1 CEINl�TE SLAB ON G�TLAtIE FIRE r A5 NG N/A � 1ALOf3A_DECh_°S9JA YY IF E S N7 � —_ �7 > SSEMI Y FIRE RAT,NG N/A FIAE ING � ��is as/ FIRE TEST -N/A SLAB: 4" CONC. SLAB AND RE.INF, SOUND RA?INA _ N.'A �- 7 rjpcK P T. 2 X 6 545 DECKIN j SPACED 1/4" SO(JNU RATIN N/A � rIBERGLASS ROOFING SHINGLES. CLASS B MIN. SOLING RATING _ N/A � l.lJ { 1 ) 0 PER STRUCTURE. THICKNESS PER SOUND FEST N%A 1 !✓ BETWEEN BEARDS SOON EST N a` '�_iNCS 1 SOUND TEST N/A 4 STRUCTURAL L (2) 16D CaALV. AT EA. SUPPORT. � ROOF SHEATHING PER STRUCTURAL G [L �� JOISTS . P.T. 2 X JOISTS PER STRUCTURAL �� -0 3 PRE-FABRICATED ENGINEERED ROOF TRUSSES 0 24" O.C. MAX. \.J S,AP�IO Z' DAMP SAND, 0 /" �� •_ l� l J�1 NO SAND LAYER 0 2 3 REAMS PRESSURE TREATED PER STRUCTURAL PER S'TNUCTURAL F� 3 4 THERMAL LOOSE FILL INSULATION PER THERMAL INSULATIONSCHEDULE AT 7-INS - 4 VAPOR BARRIER 10 Mil BLACK POLYETHYLENE VAPOR BARRIER. INSTALL UNLER SAND 3 � �� 0 (1) LAYER 5/8" REGULAR GYP. WALLBOARD NAILED DIRECTLY TO BOTTOM CHORD OF TRUSS W/ 6D _ BASE AQf.IL; 4'° FREE-DRAINING SAND OR GRAVEL. PER GEOTECHNICAL REPORT 0 WALLBOARD NAILS 0 7" O.C.. OR 1-1!4"TYPE W SCREWS AT 12" O.C. END JOINTS OF WALL BOARD � 5 03 r, SLIDE: COMPACT ED EARTH SUBGRADE PER GEOTECHNICAL RECOMMENDATIONS CENTERED ON TRUSSES. TAPED AND SPRAY TEXTURE. 4 ,y U -L FA'RATED ASSEMBLY NO. Paragrauh 1.6. 3 t>FiI tar;��,FMii Y. Figure 1 )-HR FIR RA TNG 1-HR '' - --- INS : 5/8" MIN. -ONGUE-AND "' iCBO EVALUA ION NON-FIRE RATED FOBBED GEl1JAIG R �./ GROOVE PLYWOOD GLUED AND NAILED PER FRE k/1 TING N/ NR FIRE TEST N/ FERE TEST REPORT SER-3433 1 STRUCTURAL AND SPECIFICATIONS. ALL Jul 1999 "CILIN TISOUND REST G N/A SHEATHING BLIT JOINTS SHAT L BE LOCA1'Eli S C-S MIN. IIC-5 2 ✓ OVEP JOIST. SOUND RATING MIN © - 1 2.4 GA, GALV. STEEL ANGLE i 3/9"X 7/8"FASTENED 1'O STUDS IC 0 EV.AL ! N � j CEI �� EM��E � 2 F1.t1t�JOI,SLS : 2 X JOISTS SPACED 16" MAX. SOUND PEST REPORT >'RER-3433 IQ-' � 0 Paul Franks Archltecturs ON CENTER PER STRUCTURAL 1 z 5/8" REGULAR GYPSUM WALLBOARD FASTENED W/ 1"TYPE S DRYWALL '3805 108th Avenue NE Juw 1 999 a� 0 5..to 222 I --------- '-- SCREWS 0 12" O.C. TAPED AND SPRAY TEXTURE. Be revue Wasn ngtCn 98004-7513 AMISTKl�J_visu e-r' ' R-11" UNFACED - cn �r��C. 7L s 1-HOLIfl Fii�E RATED RQOF 7Ril5S/ Telephone 425 803 0792 T FIBERGLASS BATT INSULATION. FRICTION FR IN a"SEMSLY N0. (SEC. 2.4.a LL `T FIRE RATED WALL INSTALLED PRIOR TO FURRED CEILING SYSTEM, JOIST CAVITIES. _ �ITF��ASSEMBLY JULY 1, 200 3 Fax 425 803 09:34 �-HR FIRE RATING 1-HOUR � �1 FIBERGLASS ROOFING SHINGLES. CLASS B MIN. ICBO E14773 '-'0 �16_' MAX.� 6 � F�_r�� ; 1-if'CFi GYPSUM CONCRETE UNDERLAYMENT (GYP-CRETE 2000, ',600 5 � � 3 SPACING PER STRUCT. PSI MIN. OR APPROVED LQUAI). LATEX BONDER APPLIED TO THE SUBFLOOR. T (SEC, 2.4 4 ur -� ' ROOF SHEATHING PER STRUCTURAL FIRE EST JULY 1, 2000 & 5 Q Celli_ng he. �(-�' QRESLLiEl�CT CHANNEU S 1/2" DEEP X 1-1/A." WIDE NO. 25 GAGE RESILIENT CHANNELS �1� _ FC 5406 z cX Per plan `�y WITH 1-1/4" LONG TYPE S SCREWS EA. JOIST AT 24" O.C. 1-HR ` J PRE-FA3RICATED ENGINEERED ROOF TRUSSES 24" U.C. MAX. SOUN[�PRATING N/A I V `�� PER STRUCTURAL SOUND YES? M /A I �{ P E:. RA :$ 6 WAL1BOARD, (1) LAYER 5/8"TYPE X Gv?. WALLBOARD INSTALLED PERPENDICULAR TO 6 ` � r z ,� RC CHANNELS ATTACHED W/ 1"TYPE S SCBE+�fS 12" O.C. T;) RESILIENT CHANNELS. 'TAPE Q THERMAL LOOSE FILL INSULATION PER THERMAL INSULATIONSCHEDULE J � ..,.1 AND SPRAY TEXTURE FINISH. a, ELl_vUE, 3 (2) LAYERS 5/8" TYPE X GYP. WALLBD. APPLIED 0 RT. ANGLE TO TRUSSES. BASE LAYER FASTENED Vt'/ 6D -LJ ,r+ WASHINGTON I T I `./ COOLER,BOX OR WALLBD. NAILS OR 1-1!4"'TYPE W SCREWS c� 2a" U.C. , '7� 2266 �-�l�BATSCA FILE I FACE LAYER W/ 80 OR 1-7/8"TYPE S SCREWS IP 12"Q.C. ASSEMLYNn ASSEMBLY N0. 5120 _-04 FACE LAYER JOINTS OtFSET 24" FROM BASE LAYER JOINTS. �' IJBC — OF THIS ASSEMBLY IS USED UNDER BATHTUB R010111121111" 'S��-Y i I r 9 FIRE RATING NONE. F! RATING -HR 1-1/2 TYPE G DRYWALL SCRFWS PLACED 2 ' HACK ON EITHER SIDE OF FACE, LAYER END JOINTS. APED 1-HR AND SHOWER ENCLOSURES TO FACILITATE FIRE TEST FM Fr.:-1 1 AND SPRAY TEXTURE, FIRE TAPED ONLY AT GARAGES. NOWFK RATED ATTIC DRAFT:STOP FIRE EST NA INSTALLATION OF THE ENCLOSURE DURING �..J F10� 5/8 MIN. TONGUE-AND ` �- NR SOUND RATING N/A INS GROOVE PLYWOOD GLUED AND NAILED PER SOUND RATING STC 5 -54 ....._.____. THE FRAMING PHASE. SC3!JND TEST OCOC---- M rC b H 5 6 ATTIC VENTILATION PER ROOF PLAN. 1 S.F. MIN. FREE VENT AREA PER 1 50 S.F. OF A1T1 ' SPACE. EXCEPT 1/2" MIN. GYPSUM WALLBOARD OR SOON TEST N/A STRUCTURAL AND SPECIFICATIONS. ALL SHEATHING BUTT JOINTS SHALL BE LOCATED GARAGE SPACES. 1/2" MIN. GYPSUM WALL SHEATHING OR M„�r,,, 1 3/8" MIN. OSB SHEATHING; FASTENED TO o,�rl U) 0'�'ER JOIST. ONE SIDE OF TRUSS. 1 3 2 EL01 _.FISTS : 2 .� JOISTS SPACED 16" MAX. ON CENTER PER STRUCTURAL. REQUIRED ,-� � JOINTS ARE NOT TO i3E LOCATED � -{ 2 ) tF1RE RATED ROOF TRIjSS!CELIeiCASSEAI�LY I RATING N/A _ { v 3 ELCIORSl�IE�IAY?�EN? : 5/8" PLYWOOD CGX, NAILED SAMED AS FLOOR SHEATHING. NR FIRE TES N/A �"` OVER FRAMING OR TO BE TAPED OR SEALED 1 1 FIBERGLASS ROOFING SHINGLES. CLASS B MIN, l)ND AWG "P,A �,r/ I ►-� 1 0 PRE-FABRICATED ENGI^JEERED ROOF TRUSSES PER STRUCTURAL ' 1z A 3SIiG�1. R-1 1" UNFACED FIBERGLASS BATT INSULATION. FRICTION SOUN7SM— � _ f� �..,� 2 O ROOF SHEATHING PER STRUCTURAL '� �� FI1 IN JOIS'�CAVITIES. */ ?., RESIi.P�.'1Li_CHAIybW 1/2" DEEP X 1-1/2" WIDE NU. 25 GAGE RESILIENT CHANNELS PRE-FABRICATED ENGINEERED ROOF TRUSSES 24" O.C. MAX. PER STRUCTURAL 15" MAX. I WITH 1-1/4" LONG TYPE c SCREWS EA. JOIST AT 24" O.0 TBO l.�Jfg RIIOF.BAE�A1 - E ' -•! 6 EZ> Bx-.En�� t� G�Y ASSEMBLY NO (SEC. 2.4.4 M II SPACING PER STRUCT. 5 a = N 1 WALL VIDA r (1) LAYER 5/8"TYPE X GYP. WALLBOAP,D INSTALL ED PERPENDICULAR TO 10 JULY 1, 2000 4 \.J RC CHANNELS ATTACHED W/ 1" TYPE S SCREWS 12" Q.C. TO RESILIENT CHANNELS. TAPE _HR i FIBERG ASS ROOFING SHINGLES. CLASS B MIN. FIRE RATING 1-HOUR - AND SPRAY TEXTURE FINISH. 0 1 C 8 0 ER-163 =- Lj (SEC, 2.4.4 �: O ROOF SHEATHING PER STRUCTURa'_ FIRE TEST JULY i, 2000& C/ „ FC 5406 !z 00 1-HR DECK/ ASSEMBLY ASSEMBLY NO. HEAVY •TIMBER SOUND RATING N/A _ O SIC. 905.6 z 3 2 X RAFTER Q9 24 O.C. MAX. PER STRUCTURAL. J SA FIRE RATING HEAVY TIMBER 4 FIRE RATING N/A SOUND TEST NIA (1 C -g.)[;E_�7TQ�QQ��(a.* (_�.CELM_ y (2) LAYERS 5/8' TYPE X GYP. SOFFIT BOARD. W v +- OECKY4C : :. ); 6 T& G DECKING. WWP,A (��"'" HEAVY TIMBER /_01 FIRE TEST N/A •-#�- .�"'� 0 1-HR I-HR �.! PATTERN NO. WF'-305-A STATaDARD V-GR00`✓E. ( -- A^PLIED V RT. ANGLE TO RAFTERS, BASER LAYER FASTENED W/ 6D COOLER,BOX OR > dT G FIRE TEST PER UBC 605.6.3 SOUND RATING N/A� ----..--- < C P 'IP20FIBERGLASS ROOFING SHINGLES. Cl_A."aS B MIN. WALLBD. NAILS OR 1•'1/4 ' T'i PE W SCREWS c� 24 G.C. , FASTEN PER STRUT;TURAL Al F.A. SUPPORT, AND 6GS.6.5 SOUND TES N/A � C - 5� SAINTED FINISH. -- FACE 1_AYER W/ 8D OR 1-7/8"TYPE S SCREW'S dU 12" O.C. ��"" SOUND RATING N/A � �0 ( 2� ROOF SHEATHING PER STRUCTURAL { FACE LAYER JOINT'S OFFSET 24" FROM BASE LAYER .JOINTS. O 1 1tJi ,%ST N/A -1/2"TYPE G DRYWALL SCREWS PLACED 2" BACK ON EITHER SIDE OF FACE LAYER ENDSHEA •- 2 3 /-04 O OVER DECKING CINIG ING NAILED MIN. PER STRUCTURAL-ATHING �C - 3 PRE-FABRICATED ENGINEERED ROOF TRUSSES 0 "c 4" O.C. MAX. PER STRUCTURAL. JOINTS. `TAPED AND TEXTURED WITH LIGHT HAND BROCADE TEXTURE:. � .-. `*~ 1/4" FIBER-CEMENT SOFFIT PANEL FASTEN TO BOTTOM CHORD 01' ROOF TRUSS WITH PANEL JOINTS OVER 31 DElK 1l11�1TERfP(IOLlFt1VG WATERPROOF' MEMBRANE OVER PLYWOOD SHEATHING 4 >, (REFER TO SPECIFICATION 07100 MEMBRANE WATERPROOFING] TRUSS FRAMING. INSTALL SEALANT AT PANEL JOINTS, 1--HOUR-1110Y-RAFTER TER - 3 �ER� ABLY ASSEMBLY N0. j (SEC. 2.4.4 'n —11 JULY 1, 2000 4 DECK.11NDERLAYINENT TYPE 30 ASPHALT SATURATED FELT AT 5 � FIRE RATING 1-HOUR -H 1 FIBERGLASS ROOFING SHINGLES. CLASS 8 MIN. c � IC3U LR-1 932 0 , LIN C»TE DECK TOPP VG 3"CONCRETE SLA2 PER STRUCTURAL OVER 4 (SEC. 2 4.4 HORIZONTAL WOOD DECK WATERPROOF MEMBRANE (REFER,TO SPECIFICATION 07100 z O ROOF SHEATHING PER STRUCTURAL FIRE TEST JULY 1, 2000& FC 5406 MEMBRANE WATERT-HOOFING) SOUND RATING N/A 6 O 2 X RAFTERS 0 24 " O.C, MAX. PER STRUCTURAL S : 6 X IV MIN. PER UBC:605.6.3 HEAVY-TIMBER FLOOR FRAMING. PAINTED 0fcaa ERR- � FINISH. ' 1�OUR FIRE RATED R/"TRUSS/ ASSEMBLY NO, (SEC. , 20 (2) LAYERS 5/8" TYPE X GYP. WALL. BOARD. 1 -H 1-H 1 2000 �� I _ l:J APPLIED ® RT. ANGLE TO RAFTERS. BASER LAYER FASTENED Wi 6D FLOOR AND l 1 �� '�"' Y FIRE RATING 1-HOUR COOLER,BOX OR WALLBD, NAILS OR 1-1/4"TYPE W SCREWS 6 24" U.C. , FIBERGLASS ROOFI'JG SHINGLES. CLASS B MIN. ICBO ER-1 a ' FACE LAYER W/ 8D OR 1-7/8" TYPE S SCREWS 0 12" U.C. ASSEMBLY NO. � 2 FIRE TES1- (SEC. , 20 FACE LAYER JOINT'S OFFSET 24" FROM BASE LAYER JOINTS. 1-1/2"TYPE G ROOF 1-I�JR FRE R�ATEL1 54Zq JULY 1, 2000 B � FL�B1CFd1.1MG ASSEMBLY I NE�G'�' 2 ROOF SNF�Tu.ING pRR STRUCTURAL DRYWALL SCREWS PLACED "�' BACK ON EITHER SIDE OF FACE LAYER END JOINTS, FIRE TAPED. - FC 5406 ASSEMBLIES - -HR 1 � �r T 3 FRE-FAF3RICATEri ENGINEERED ROOF TRUSSES 0 24" O.C. MAX. SOUND N' N/A ( 1 ) F3D011l SHEATHM+IG : 5,'8" MIN, TONGUE-AND S ,, / P;R STRIJC'1URAL. —�---- �''' GROOVE PLYWOOD GLUED AND NAILED SER N N/A 1 5•RL!GTURAI. AND SPECIFICATIONS. ALL !� , „ ,. ?1LP�L1.�._I1ibF /(tEMJNIG ASSEMBLY Arl 110 ER 16732 ASSEMBLY NO. (SEC. 2.4.4 3 SHEATHING BUTT JOINT'S SHALL_ BE LOCATED O (�) LAYERS 5/8 TYPE X GYP. S►i!ATHING APPLIED 4 7T. ANGLE TO TRUSSES. RASE LAYER FASTENED W/ 6D Z AT CONpITIC1fN JULY 1 22000 _ 2 OVER JOIST, COOLER,BOX OR WALLBD. NAILS OR 1-1/4"TYPE W SCREWS 6 24"O.C. , 1-HR FI�RATIN 1-ROUP, - t t •f FACE LAYER W/ 8D OR 1-7/8 TYPE_ S SCREWS 0 12" U.C. FIBERGLASS ROOFING SHINGLES. UL CLASS B h�!N t O r r -1 2 FACE LAYER JOINTS OFFSET 24" FROM BASF. LAYER JOIhf 'S. �N� R.00R.KXSTS : i X .LOISTS SPACED 16" MAX. ON CENTER PER STROCTURAL. „ /1 1 (SEC. 2.4.4 Data 11/5/04 1:05 PM ( ?. 1.1/2 TYPE G DRYWALL SCREWS PLACED c BACK ON EITHER SIDE OF FACE LAYER END JOINTS. FIRE TAPED � Q TIRE TEST JULY 1, 2000 i� �- - 4 �_/ ROOF SHEATHING PER STRUCTURAL Revisions 3 F`""lAiMLAYMENT ; 5/8" PLYWOOD CDX, NAILED SAti�ED AS FLOOR SHEATHING. � O "� FC 5406 4 . (� 5 5 1/4"FIBER-CEMENT SOFFIT PANEL FASTEN T�` BOTTOM CHORD OF ROOF TRUSS WITH PANEL JOINTS OVER 1 PL/IN CHECK 1 1.2.O�k L./ ► r PRE-FAB ROOF TRUSSES 0 24" U.C. MAX. PER ;50 U/►1COLpS 1CAL WSL,KATM R-11" UNFACED FIBERGLASS BATT INSULATION, rRICT!ON TRUSS FRA LING. INS.ALL SEALANT AT PANEL 3:)INTS.15" M«`X 4 Fli' IN !?IST G4Vi11ES. S"tRl1T;TURAL. LIN .� SPACING PER STRUIC'T. 5 9 IIIC Q 'THERMAL LOOSE FILL INSULATION PER THERMAL INSULATION SCHEDULE 1[YAI..lsL1ABOt 1 LA.ER ER 5/ "TYPE 11.E—�F BATTER L °1 5 ( ) B E X GYP. WALLBOo.'tD ;NSTALLED PERPENDICULAR TO ASSEMBLY NO. (SEC. 2.a.4 .101.STS WITH 6D COATED NAILS, 1-7/8"LONG 0.0915"SHANK 1/4"HEADS, 6"O.C. FIRE 6 �t�Rho�a ter:��Y I � LAYERS 5/8" TYPE X GYP. WALLBD. APPLIED 0 RT. ANGLE' TO TRUSSES. BASE LAI,E.R TAPED. � '•''�'�` JULY 1�200t, __ O (?.) 1�-HR IR,: A IhG 1-HOUR FASTENED W/ 6D C001_ER,BOX OR WALLBD. NAILS OR 1-1/4"TYPE W SCREWS® 24" O.C. , o No. �^ I _ INS 01 FIBERGLASS ROOFING SHINGLES. CLASS B MIN. : FACE LAYER W/ 8D OR 1 7/A"TYPE S SCREWS® 12"O.C. - Scale /4 - 1T-� ICR0 .R-1 ,�.. _ _ _— _____-- g 1 2 ROOF SHEATHING PER STRUCTURAL FIRE TEST S FACE LAYER JOINTS OFFSET 2a FROM BASE LAYER JOINTS. Dram B Franks _ G (SEC. 7. 4.4 ��- C -- JULY 1, " 00(3✓T, 1 1-1/2."TYPE O TIRYWAL L SCREWS PLACED 2" BACK 0"� F!T►IFP SIDE OF FACE I.AYFR FNU Phase CD - JOINTS. TAPE AND SPRAY TEXTURE FINISH. vComputer File 2 `3 2 X RAFTERS* 24" Q.C. MAX. PER STRU(::TURAL. FC 54Lb a;o+ Z REV OU I A N/A 235O-A203-FLOOR-ROOF T U WA � ATTIC Vt:.NT1LAT10PI PER ROOF PLAN. 1 S.F. MIN. FREE VENT AREA PER 150 S.F. OF AT-T!C i 1/5/04 1:C5 PM I� 0 THERMAL INSOLATION PER THERMAL INSULATION SCHEDULE. ,SOUND SPACE. - ----•. �.,..� Sheet '�.! C`� P-3 S (2) LAYERS 5/8" TYPE X GYP, WALLBD. APPLIED 0 RT. ANGLE TO RAFTERS. BASE LAYER FASTENED W/ 6D �, s a COOLER,9OX OR WALLBD. NAILS OP, 1-1/4"TYPE W SCREWS* 24"O.C. , 3 FACE LAYER W/ 9D OR 1-7/8"TYPE S SCREWS 0 12" O.C. A 0 3 FACE LAYEr' JOINTS OFFSET 24 FROM BASE LAYER JOINTS. 5 4 1-1/2,,T PE ; QRYWAL.L SCREWS PLACED 2" BACK ON EITHER SIDE OF FACE LAYER END.JOINTS. ®Copyr!pht 2004 TAPED I'.'�O SPRAY TEXTURE. Pau! Franks Archltectu , P mr a ,. �4 L ESI C .. 3 1 IE; 7 £� 9 2 ? 1 23 2 I II ILII 1 IIiI I I I II. II ( 11tIt I it I I 1 11 !Ii ion�m.i n. let 21.5 218 :27 28 29 37 t. .... ELECTRIC UTILrrY E PdCAL UGHTING -&POWER LEGEND IT HEATER ELECI, LIGHI, "_PDM&UGM cont. ELECIAIC UTILITY HEATER 3 Soo DUPLEX RECEPTACLE FIRE SPRINKLER WATER-FLOW SWITCH. ELECTRICALLY 500 WATT-CONNECT TO I-HR-INS WATT-CONNECT ABOVE KITCriLiN 15" HT. ABOVE FINISH FLOOR TO THE BOTTOM OF MONI rORED'WHERE WJUSE PANEL 16'-2" TO COUNTERTOPS THE RECEPTACLE., EXCEPT WHERE INDICATED OTHERWISE EF fl 100 OR MORE FIRE SPRINKLERS. (UBC 904.3.1) SINGLE-STATION SMOKE DETECTOR, 120V, W/ BATFERY BACKUP 4'-2" HOUSE PANLL AUTOMATICALLY TRANS- THAT EMITS A SIGNAL. WHEN THE BA�TERIES ARE LOW, CEILING 15A DEDICATED CIRCUIT j 0- HC ACCESSIBLE DUPLEX RECEPTACLE MIT TO AN APPROVED CENTRAL STATION, REMOTE STATION MOUNTED WIRE SMOKE DETLCTORS TOGETHER IN EA. DWELLING N. TOP 1/Z SWITCHED, 15" H. ABOVE FINISH FLOOR TO THE INSTALL ON PLYWOOD BACKING 44"TO CL (U.N.O.) 1,2 UNIT SUCH THAT AN ALARM SHALL SOUND IN ALL SLEEPING AREAS OTHER KIT�C.H�EN' BOT-TOIA OF THE RECEPTACLE, EXCEPT WHERE INDICATED OR PROPRIETARY LABEL ON CB "TLLEPHONE 1 �oi WITHIN THE SAME DWELLING UNIT. DO NOT CONNECT TO FIRE ALARM C EQUIPMENT" PROVIDE (I) # 6 GROUNI 1-HR-INS (U.N.O-) 48" '0 �L. OTHERWISE MONITORING STATION AS DEFINED BY NATIONAL SYSTEM (UFC 1007.2.9.1 6). SWITCH OTHER THAN THOSE REQ'D FOR STANDARDS AND APPROVED ABOVE LAVATORIES DUPLEX RECEPTACLE GROL ND FAULT CIRCUIT-INTERRUPTER, BY THE LOCAL JURISDICTION. CONNECT TO OUR DING FIRE OVERCURRENT PROTECTION (UBC 310.9.1.3). 15" HT ABOVE FINISH FLOOR TO THE BOTTOM OF ALARM. AUTOMATIC FIRE 44"TO CL ELECTRICAL PANEL, FLUSH MOUNTED, 60" TO TOP OF PANEL CAT SE PAIRS FROM EACH -0 SPRINKLER THE RECEPTACLE., EXCEPT WHERE INDICATED OTHERWISE JML CONNECT TO METER CENTER DWELLING ,JNIT TO Eft SMMI ER RISER, WATER FLOW DUPLEX RECEPTACLE GROUND FAULT CIRCUIT-INTERRUPT ER, SWITCH WEATHERPROOF COVER. 15" HT. A14OVE FINISH FLO(.A TO TELEPHONE JACK, 15" HT. ABOVE FINISH FLOOR DIAGRAMATIC ELEcrRICAL SWITCH CONNFCI'ION TELEPHONE EQUIPMENT. & CONTROLS WP THE BOTTOM OF THE RECEPTACLE., EXCEPTWHERE INDICATED V LABEL EA. PAIR W/ DWFLLING 01-HERWISE TO THE BOTTOM Ol� THE OUTLET, EXCEPT WHERE LINI'I' DESIGNATION 2" F.D.C. OTHERWISE INOICATED INDICATES CENTERING OF FIXTURE IN ROOM MIN, 36" MAX. TED AS DESIGNATED 24" W X 36" HT. E,ECTIWAIIIIEM-C�WEIRI 18 FLUORESCENT LIGHT FIXTURE SURFACE MOUN CABLE TELEVISION wFLET, 15" HT. . ABOVE FINISH FLOOR 18 TENANT METERS ABOVE FINISH GRADE TO THE BOTTOk�OF THE OUTLET GARAGE DOOR OPENER BUTTON-1-OW VOLTAGE 3/4" FIRE RETARDANT TREATED .1b VERIFY LOCATION AS 10:1 48" MOUNTING HEIGHT TO CENTER LINE 411 HOUSE METER FLUORESCENT STRIP FIXTURE PLYWOOD ACX BACKING-A-.SIDE 11 0 3 SHOWN ON RUILDING 0 1 MAIN CIRCUIT BREAKER X Ch I-HR-INS 30 AMP, 240V, 10 RECEPTACLE, 30" HT. ABOVE F.F. AUTOMATIC GARAGE DOOR OPENER 0 EXPOSED X PLANS 30 L 10 RECESSED INCANDESCENT LIGHT FIXTURE TO TOP OF OUTLET NR 00 JUNCTION BOX CONNECTION TO EQUIPMENT - VERIFY El-0 POLE ARM MOUNT FIXTURE cr HOUSE ELECTRIC SURFACE h40UNT INCANDESCENT LIGHT FIXTURE WALL HT. W/ EQUIPMENT MFG. < PANEL MOUNTING HEIGHT'ro CENTER OF OUTLET BOX AS INDICATED + POST TOP MOUNTED FlX1'URE DUPLEX RECEPTACLE, ABOVE COUNTER 1 8-UNIT BUILD',NG--'--' SINGLE POLE SWITCH 48" HT, TO CENTER OF SWITCH UNLFSFj OTHERWISE ELECTRICAL / COMMUNICATION & INDICATED. LOCATE 8" MAX. iiORIZ. FROM DOOR OR OPENING. ELECTRICAL HEATING LEGEND Paul Frankis ArChiteeUrS 3-WAY SWITCH LINE VOLTAGE THERMOSTAT 54" HT. TO 3805 108th Avenue NE FIRE SPRINKLER RISER ROOM 48" HT. TO CENTER OF SWITCH UNI.ESS OTHERWISE (D CENTER OF SWITCH UNLESS OTHERWISED &Mto 222 INDICATED. LOCATE B" MAX. HORIZ. FROM DOOR OR OPENING. INDICATED Bailevue Wasninglor 98004-7813 4 4-WAY SWITCH Telephone 425.803 0792 112" V-0" 48" HT. TO CENTER OF SWITCH UNLESS OTHERVi ISE ELECTRIC WALL HEATER 240 VOLT, Fax 425 803 09,34 INDICATED. LOCATE 8" MAX. HORIZ. FROM DOOR OR OPENING. IAODEL AS INDICATED IN SPEC. 16880 ELECTRIC HEAT T Y HEATER DIM DIMMER SWITCH MOUNT 9" ABOVE FINISH FLOOR TO BOTTOM OF HEATER LLECTRIC UTILI 3 40011,_ 48" HT. TO CENTER OF SWITCH UNLESS OTHERWISE ELECTRIC TOE SPACE HEATER HEATER 240 VOLT, 187 WAFT-CONNECT TO 1-HR-INS IT-13" ELECTRIC UTILITY INDICATED. LOCATE B" MAX, HORIZ, FROM DOOR OR OPENING. MODEL AS INDICATED IN SPEC. 16880 ELECTRIC HEAT HOUSE PANEL HEATER I C"A 4'_ TIMER SPRINGWOUND INTERVAL.TIMER, Paragon Electric Co., 15A DEOICATED CIRCUIT 3o-O" 500 _409- EDP No, 27815, Model PSW I 5M, Switch Type SPST, FRA4KS 1;�n INSTALL ON PLYWOOD BACKING WAT-T-CONNECT TO 1 tj 15 min. range, MANUAL OPERATION, OR EQUAL, ELECTRICAL NOTES LABEL ON co IT rELE PHONE HOUSE PANEL 120 VOLT, 48" HT. TO CENTER OF SWITCH UNLESS EQUIPMENT" PROVIDE (1) 0 6 GROUND 1-HR-INS OTHERWISE INDICATED (GARAGES). LOCATE 8` MAX. 1. SEE SPECIFICATION SECTION 16550 LIGHTING FIXTURE SCHEDULE BILL VUE, 1-HR-INS I FOR FIXTURE TYPES. HORIZONAL FROM DOOR OR OPENING. 2. VERIFY SPECIFIC REQUIREMENTS FOR ELECTRICAL CONNECTION WASHINGTON 2266 AUTOMATIC FIRE 24 HR ROAN NO. T24H OF MECHANICAL EQUIPMENT AND FATURFS. SPRINKLER TIMER 24 HR PROGRAMMABLE TIME CONTROL. B 3. INSTALL FOAM GASKETS AT ALL RECEPTACLE AND SWITCH COVER 0�, CAT 5E PAIRS rRUM EACH LOCATE 8" MAX. HORIZONTAL FROM DOOR OR OPENING, _j RISER, WATER PLATES LOCATED IN EXTERIOR WALLS. DWELLING UNIT TO M 11 TELEPHONE E0 ViM "r-11111 Rim FLOW SWITCH FIRE ALARM. APPROVED A'Li-i OMATIC FIRE ALARM SYSTEM IN 4. FIRE STOP ALL PENETATIONS OF TOP AND BOTTOM PLATES. UIPMENT. �4 & CONTROLS 5. LOCATED ALL LIGHT FIXTURES IN CLOSETS& SFORAGE AREAS PER LABEL CLA. PAIR W/ DWELLING ACCORDANCE W/ UFC 1007 2. THE ALARM SIGNAL SHALL BE UNIT DESIGN A DON A DIST INCTIVE SOUND THAT IS NOT USED FOR ANY OTHER PURPOSE N.E.C. ARTICLE 410-8(d) Z" F.D.C. OTHER THAN THE FIRE ALARM. ALARM-SIGNALING DEVICES SHALL 18" MIN, 36" MAX. 24"W X 36" HT. F1 ECTOCAdIETERACEIlM ABOVE FINISH GRADE PRODUCE A SOUNDTHA f EXCEEDS THE PREVAILING EQUIVALENT W LIGHTING-REFER TO THE DRAWINGS FOR ALL 3/4" FIRE RETARDANT TREATED SOUND LEVEL IN THE ROOM OR SPACE BY 15 DECIBELS MINIMUM, OR 24 TENANT METERS 0 VERIFY LOCATION AS PL)rWOOD ACX BACKING-A-SIDE X 1 HOUSE METER 3 SHOWN ON BUILDING EXCEEDS ANY MAXIMUM SOUND LEVEL WITH A DURATION OF 30 SEC. LIGHTING REQUIREMENTS; EXPOSED 1-HR-INS MINIMUM BY 5 DECIBELS MIN., WHICHEVER IS LOUDER. SOUND LEVELS 1 MAIN CIRCUIT BREAKER I PLANS FOR ALARM SIGNALS SHALL BE 120 DECIREL5 MAXIMUM. UNIT ELECTRICAL AND LIGHTING SEE UNIT PLANS L 10 1 MAIN FUSABLE SWITCH (D (UBC 310.10) BUILDING LIGHTING AT ENTRY TRELLIS-SEE BUILDING PLANS HOUSE ELECTRIC BUILDING FIRE ALARM. APPROVED AUDIBLE & IvibUAL SPRINKLER FLOW BUILDING ADDRESS SIGN LIGHTING-REFER TO BUILDING ELEVATIONS PANEL NR RIOR OF THE BUILDING IN AN C ARPORT LIGHTING-RIFFER TO CARPORT PLANS -6 ALARM SHALL BE PROVIDED ON THE EXTE STTE LIGHTINGrREFER 10 SITE LIGHTING PLANS E M APPROVED LOCATION. AN APPROVEO AUDIBLE SPRINKLER FLOW ALARM 0 COMMUNICATION CAT5E CABLE W'1 2" TO ALERT THE OCCUPANTS SHALL BE PROVIDED IN THE INTERIOR OF THE tf E EQUIPMENT DEAD-END TO TELECO BUILDING IN A NORMALLY OCa1JPIED LOCATION, ACTUATION OF THE CZ ROOM, 24- UNIT BUILDING PER A204.1 AT THE & CTV J-BOX FOR FUTURE ALARM SHALL BESET FORTH IN UBC STANDARD 9-1. (UBC1108.4.10 END OF EACH BLDG. CONNECTION. CABLE FOR VISUAL ALARM) CONNECT TO FIRE SPRINKLER WATER.TLOW SWITCH. ELECTRICAL / COMMUNICATION & -170 TELECO IT& 7 0 CTV. L q: FIRE SPRINKLER RISER ROOM TELEPHONE DATA CTV W Cl) 0 U) NOTE: INSTALL THERMAL INSULATION LIGHTING FIXTURE SCHE < CIJ ad 5 112" r_0 1/4" SEHeND ELECTRII[AL BOX TO PREVENT TELEPHONE DATA CTV OAK TREE 11 APARTMENTS SECTION 16550-PAGE I WIND PENETRATION AND THERMAL LOSS Paul Franks Architecture -2mitt No. 2350 L-4 EXTERIOR LIGHTING FIXTURES CL C; SEALANT AROUND PERIMETER IAODEL NO. DESCRIPTION > cc (:j rj01111_RJ59 REF. LOCATION MOUNTING FIXTURE LAMP LAMPS SIDING PUNCH DOWKI�, COAXIA TYPE (For PGcifci Rim Distr-i-uting) BLOCK Lantern 11-112" Ht. X 7-1/2"W x 4" A Apartment Deck Exterior Wall / Surface Incandestent (1) FE-60A19F Evergreen Lighting EG-SEV1101 extension, Bronze patina w/ clear seedy glass EXTERIOR LIGHT FIXTURE OR CTV > RECEPTACLE (1) PL26 cold weather Lantern 13-1/2" Ht. X 8-1/2"W x 10-1/2" Ln extension, Bronze patina w/ clear seedy glass SPLITTER Wall / Surfs ballast, HPF Evergreen Lighting EG-SEV1205 Entn, Trellis Exterior ce Fluorescent Ll%4T FIXTURE r Lu uj -FA278K 5/4" WOOD MOUNTIh. L M Exterior Wall / Surface Metal Hallcle (I� 1 OOMH DGLT100MHMSF Single bullet light Q V) In I � __�_ iffldg.,&Lll2h� 'j"o L mym I W/ 112' HAMFERED 1) F F-PL1 3 cold Lantern 11-112" Ht. X 7-1/2"W x FDGES. ^ /-,- �/ Ieedy rilass -td'SOJEAt9ING, Entry Door, Stairway I E xt erloLL±311 Surface Fluorescent weather ballast lEvergteen Lighting EG-SEV1 103 �OUNT ELEPHONE L H A t extension, Bronze patina w/ cl(ar BUTI SIDING TO BLOCK TELEPHONE 1 PLAN CHECK 11.2,04 & DATA SITE LIGHTING FIXTURES DESCRIPTION 0 TYP. EXT. ELECTRICAL FIXTURE BLOCK DWELLING UNIT R EF. LOCATION MOUNTING FIXTURE / LAMP LAMPS MFG. MODEL �06_ ' 1 —7 I TYPE (Per Pacific Rim Distrill uting) SCALE: 1 1/2" - V-0" DG-1 75MHLF- TELEPHONE/DATA/CTV A Area light Site Pole Mount Metal Halide (1) 175 MH 2"SF/PR-gB020 20' direct burial fibergless-2ole,_?:L.8��sr ELECTRICAL. DG-1 75MHLF- 20' direct burial fibergless pole, 2" slip fitter SCHEMATIC DIAGRAM a llaht-shlelded Site Pole Mount Metal Halide (1) 175 MH 2"BS/PR-qB0Z0 backshisid DF.TAILS, S 8 Are Lantern 20" Ht. X 10-1/2"W x 10.5" (2) FE-PL?6 cold EG-SEV4306/PR- axtenston, Bronze peflne 'A" clear ser, glass, NOTES & NO S�ALE __LC Are* light Site Pos mount Fluorescent weether ballast Evergreen Lighting AV10PT-BK 10' bronze Pole HPF LEGENDS (1) !�F43ZTB cold SIM-CH1 3 2-011 /1\PLAN CP'., ;, 11 04 M Surface Fluorescent weather ballast OL �Electroqlc bal!ast & damp label LIGHT FIXTURE DELETE FIXTURE "C" NOT USED Carport Exterior Wall IAMP POST -- INTERIOR EXHAUST FANS SCHEDULE OAK TREE 11 APARTMENTS LIGHTING FIXTURE SCHEDULE Motor*AK51OMFP. Date 11/5/04 5:44 PM Paul Franks Architecture Prqject No. 2350 REVISEU 11 j/L4__ SECTION 16550-PAGE Exh. Fan 90 CFM, Fire Rated Housing 4" die. Duct. UL.1hour fire rated clampar STANDARD Coiling Recesse 1.5 sones none #FRAK2HSG #FD8911 3 Revisions HANDHOLE INTERIOR APARTMENT LIGHTING-11MRIES -EF-1 Laundry and Bathroom_ Interlor RFF. LOCATION MOUNTING FIXTURE :,A�IP LAMPS MFG. MODEL NO DESCRIPTION EF-Z Bathroom interior Wall / Recessed 1Exh. Fen 70 CFM Incine AirKIng: #AS70 13 IT dia. duct 'I PLAN CHECK 11.?.04 FINISH GRADE TYPE jPer, Pacific Rim Distributh Lantern 11-112" Ht, X 7-1/2"W x 4" Bathroom interior Cell1na / Recesse4Exh. Fen 70 CFM Inone JAIrKing: NAS70 L LIT die. duct A ADartment Deck Extedor Wall / Surface Incendescent (1) FE-60A19F Eve en Uahtina EG-SEVI 101 extension, Bronze patina w/ clear Stledy glass lbooffillow- — __ OAK TREE 11 APARTMENTS UGHTING FIXTURE SCHE (1) FE-60A I 9F PR703WH 6" white dass iioke w/ b"e SECTION 16S50-PAGE I B�t!L Calling / Surface Incandescent Prolect No. 2350 23SO _�aqnclrvj Interior Paul Franks ArchiteCtLire 3/4"MINUS Q_ 2T6-7?-7 481, x 8" 2-light flunt. "Euro" wrap with v+ltt 2) Fr-F3 GARAGE LIGHTING FIXTURES DESCRIPTION Scale 1" COWACTED 3lectronic ballast ADR49854-30 finish trim REF. LOCATIO?J �66_NTING FIXTURE / LAMP LAMPS MFG. MOULL ROCK BACKFILL 4! D Kitcheii Interior Calling / Surface Fluorescent I TYPE (Per Pacific Rim Distributina) Drann_Bj---Franks (WCHANICALLY Both above venit cabinet interior Well / Surtace incandescent (4) FE-60G25W PR604CH 4.11uht clirwrie varIItLLtrIpjjght I Phase Ji&, COMPACTED) __j_ - - _ __ GaraLe Interior Coiling Surface Incandescent (1) FE-60A19F PR212-0 Porcelain keyless larnp holder __ZZi��ijter File F Dining-flat ceillaRL Interior CellIna Surface kicandescent ADR-F7164-53 Z350.204.1 Electrical De#1DC F Dark Storsoe Cloast Interior Celllna Surface Incandescent 0 FE-60AI 9F PR856SO Porcelain keyless larry holder Wth pull chain (1) FE-F3z'r8 cold SIM-CH 13 2-811- 11/5/04 5:44 PM CONIC. FOOTING - Electronic ballast &jj!m I IT E-122A19F. RU.-1.3 4-71 r-/BCF 1221111 IShopLight lInterior 1CeI!In Surface Muorescent -_Iweather ballast Di. Abel Sheet ri ILI` Dlrilng-si2eod �ellj Interior Call _Incandescen. (3) F 12T.3 mr— Ina Pendant Kitchen bar Interior CollIna Surface Incandescent FE-40AI 9F RU-?Zl 71Z DV,. 52" tie., 5-blede, sloped calling mount, with Home Air byADL Lightirg a 1445 S, DibewaY Avenue, Commerce, CA. 3?3-725-6300 fox 323-728-0300, 800-777-4440 A204 . 1 Hoffm Air by ADL OCF52242- Q-WhIte I swItch ORP-E 1 2WH 12" down rod. DIRECT BURIAL LIGHT POLE K ILI-Ang Roorn-3rd ftor onMinterlol C-elilling Pendent Psidde Fan LVII I Arnefican-De Ross. Lampan 1945 S. Tubeway Averilie, Commer,!e, CA. 323-728-6300 fgx 323-728-0300, 800-777-4440 ZW Ev@Ween Lighting 7,379 Ridgeway Street, Pcwnona, C4 97 i68, 909-865-5599, fax 909-865-5539 timw.ewrgreerilighting-rcyn C5 �Wlght 250 SCALE: 3/8" 1 -0" Air-King VentHation Pofuct5920 Lincoln Avenue, West Chester, PA 19380 (877) 304-3785, fait ('610) 696-8048 wmm,.Birkinglimited.coin Paul Franks Arch!tecture Pacific Rim Distribitting 5721 S.W 48th Avenue, Portland, Oregon 97221 503..245-8175, fax 503-24.1, ;!;78 -7,-7, %A ft"6*W*0*ff#%A IIA WOO 40, ul TI I Jill IrIIIII 11111111 Jill 11111!il I 11 111111111 y1li 77 Tiff 171 !1WI I ;;jIIT LEGORM 9TW cr I 71-M 3 0 9 21 2 2 2 5 28 2 7 28 29 11 2 3 14 F; 17 113 2'4 P, too."-' CM i-INS -R 9NR 0 r 41/ P"I - A ;e F Y,o y. 1 WALL CAP SE-1 IN `Z BED OF SEALANT TO 1 CAULK AROUND DUCT PREVENT WATER t, PENETRATION PENETRATION TO PREVENT / AIR INFILTRATION ,J MOUNTING TRIM BLOCK �iAl ElaiellSTfAk - DRYER EXHAUST VENT CEILING MOUNT W/ UL-I-HOUR FIRE DAMPER ' 1 PLAN CHECK 11.2.04 3" DIA. FLEXIBLE ALUM. DUCT LETTER DESIGNATES FIXTURE TYPE PER SPEC. 16550 L1 ,+ f LIGHT FIXTURE SCHEDULE r 1 1 ]I--- INSTALL DUCT IN JOIST CAVITY, FIRESTOP AROUND DUCTA204FuMW AT PENETRATION OF EACH FLOOR AND 'rOP PLATE_ j DO NOT CONNECT WITH AN'I OTHER DUCT. ` A204.1 ; C i WALL CAP I � BACK.DRAFT DAMPER �--,� 1st & 2r.d FLOORS: DUCT 70 EXTERIOR WALL CAP ELEVATION PLR SPEC. 15800 VEN'fILAT10N U 3rd FLOOR: DUCT TO ROOF CAP PER SPEC. 15800 VEP:TILATION TERMINATE u� \, TYPICAL DRYER EXHAUST INSULATE DUCTWORK IN UNHEATED SPACES R-�4 �- VENT WALL CAP T Fit AN CHECK 11.2.04 , "- 26 GA. GALV. SHELT METAL DUCT Z 1 SCALE: 1-112" 4 '1` r t SIZE AS SHOWN IN DETAIL - ' INSTALL DUCT HORIZONTALLY IN FLOOR/CEILING ACOUSTICAL !NSULATION ACOUSTICAL INSULATION s JOIST SPACE . LINE JOISTS SPACE W/ 5/8" 1-HOUR FIRE RATED FLUOR/ 1-HOUR FIRE PAT ED FLOOR,' < CEILING ASSEMBLY ---� DWELLING CEII-I%G ASSEMBLY / DWELLING TYPE X GYP. WALLBOARD PER DETAIL 8/ CKD TERM�I1NATk AT EXTERIOR WALL CAP b BACKORAFT I DAMPER PER SPEC, 15800 VENTILATION 26 � (- RANGE MOR E&AUS r__ AN .•'� PER SPEC. 11900 RESIDENTIAL EQUIPMENT ---� ' 7" D.A. 26 GA. GALV, SHEET METAL DUCT FLOOR JOIST Paul Franks ArchiteMure I 1 DWELLING I DWELLING 3805 1:8th Avenue NE / AT DUCTWORK PENETRATION �, 1 st & 2nd FLOORS: DUCT TO EXTERIOR WALL CAP Suite 222 OF RATED CEILING ASSEMBLY, PER SPEC. 15800 VENTILATION Bellevue Waen ngton 98004-iei3 FLOOR JOiSr''r S/8"TYPE X GWB:'LINING TOP AND SIDES OF AN APPROVED AUTOMATIC; J 518" TYPE X GWB/LINING TOP AND SIDES OF 3rd FLOOR: DUCT TO ROOF CAP PER SPEC. 15800 JOIST SPACE. FIRE TAPED JOINTS EXTEND JOIST SPACE, FIRE TAPED JOINTS EXTEND � I Telephone 42.5 803 0792 EXHAUST DUCT 1 FIRE DAMPER DEVICE RATED T VENTILATION Fax 425.803 0934 VENTED TO EXTERIOR GWB TO CEILING GWB., CUT AROUND R.C. FOR CEILINGS SHALL BE GWB 0 CEILING GWB., CUT AROUND R.C. INSULATE DUCTWORK IN UNHEATED SPACES R 4 4 BLOCK AT END OF CHASE , BLOCK AT END OF CH:,SG �W SUPoORT AS REQUIRED INST.AL�ED PER MFG LISTING EXHAUST [DUCT AUTOMATIC FIRE DAMPER @ & JOIST SPACE LINING FIRE-RATED CEILING PENETRATION P • E FRANK 2 I. I I (EXH° FAN) rr SCALE: 314 1 -0' ` BELLE UE, 6 �+ '-~—` t�i'� WASHINGTON SCALE: 3/4" - V-0" 1.266``�� SEE CHART 1 OF V ACOUSTICAL_ INSULATION ABOVE. A204.2 —� 1-HOUR FIRE RATED FLC`OR/ ..-- ' CEILING ASSEMBLY -� DWELLING —____-- `♦ _ _ _ y •�� ----^-^— I 4" EXH:WAt.L CAP 126 GA. 4" DIA. DUCT 1 PLAN CHECK 1 1.2.04 26 GA. 4 DIA. ELBOW 4 FLEXIBLE 4" DIA. DRYER / I DWELLING DRYER DUCT CONNECTION ' 5/8" TYPE X GWBAINING TOP AND SIDES OF FLOOR JOIST JOIST SPACE. FIRE TAPED JOINTS EXTEND n 1 C GVj8 TO CEILING GWB., CUT AROUND R.C. --I M XHAUSGE TODUCT. BLOCK AT END OF CHASE x SUPPORT AS REQUIRED .�.. OAK TREE II APARTMENTS C Paul Frans Architecture Prniect No. _2350 RANGE EXHAUST DUCT 4„mea. Zs GA ��w. DRYER EX� ►t;Sx�uc-r - 9/15/04 0.38 AM ~ II & JOIST SPACE LINING Unit Na, No, Horizontal Vertical Total UMC Max. Length e ' 50° Elfows t5° Elbows Vent Vern Vent Max. Per Whirl o j) 0 3 SCALE: 3/4" - V-0" A 1 1 18' 7' 25' 18' S4' 0 1 1 18' _1 25' 18' 54 ' C 1 1 1 3' 7' 2 5' 18' 541 (L v Q 1 Ci 17' 7' 24' 20.5' 4' > CU a � L1MC 504.6; Dryer duct 25' max. minus 2,5' for each 45° bend, minus 5.0' for each 90° bend. 5 � I A204. INSTALLATION OF DRYER EXHAUST PER WHIRLPOOL CORP. INS-RUCTIONS. IF ALTERNATE MFG. INSTALLED, VERIFY 1-HOUR FIRE RATED FLOOR/ DRYER & VENT CAPACITY. CEILING ASSEMBLY DWELLING i M U -' o DRYER EXHAUST fCz FLOOR JOIST- DWELL IAit, DUCT DIAGRAM 0 EXHAUST DUCT 5/8"T`,'PE X GWB/LINING TOP .AND SIDES OF 7 NOT TO SCALE VENTED TO EXTERIOR JOIST SPACE. FIRE TAPED JOINTS EXTEND SUPPORT AS REQUIRED GWB TO CEILING GWB., CUT AROUND R.C. L BLOCK AT END OF CHASE VENTILATION I EXHAUST FAN 5/8"TAPE X GWB/LINING TOP AND SIDES OF DETAILS JOIST SPACE, FIRE TAPED JOINTS EXTEND 4 - '' �� GWB TO CEILING GWB., CUT AROUND R.C. 3 SCALE: 3/4" 1'-0" '�`� BLOCK AT END OF CHASE - - � A204.2 A204.2 ; __ 1-HR. THROUGH PENETRATION FIRE STOP BACK DRAFT DAMPER / _ - - INSTAL LED PER MFG.'S REQM'T. ENVIRONMENTAL RANGE HOOD/ 11 (NON-FIRE RATED) G EXHAUST ---,` EXHAUST rA705:1 I PLASTIC PIPING MATERIAL (MAX 100 SQ,IN, ROOF CAP �,,,\ ROOF CAE \\r 1-HOUR FIRF IN AREA SHALL PENETRATE BOX, EXTEND RATED FLOOR/ �� ) - ROOF NO MORE'THAN 6" OUTSIDE BOX AND CONNECT EXH. FAN DRYER Data 11/'./U4 2:'1.6 PM CEILING ASSEMBLY TO THE. FIRE STOP W/ FIRE ROOF CAP Revlslons DAMPER 2X BLOCKING FOR 2X BLOCKING FOR _ ---•---�--'�, � � DUCTWORK =---•- - 1 RANGE 1 PIAN CHECK 1 1,7_.04 1 ATTACHMENT OF GWB ATTACHMENT OF GWB --- A204,2 WALL CAP 2 BATH d IN ,LOIS( RANGE 1 EXH. VENT A204.2 ~�- - L.A�J1yDRY DRYER�- -- - _• p.204.2 SPACE W/ HOOD NON-FIRE RATED EXHAUST __/ GWB TO EXTEND TO CEILING �' �� GWS LINING \''� GWP TO CLOSE OFF GAP - FAN ER ELEC. FIXTURE SCH, A flA 1 1 RANGE' � QyyELL![11G R C. CHANNEL I CEILING GRILLE ----- LAUNDRY n DRYER I HAD -Jori�Vo .-lel 1 DRYER - Scale A� 1 ` — EXHAUST (AZ-04.-2 _1 ti, : - 1 - . • A2042 WALL CAP RANGE'^... ---- � i0 RANGE Drawn Bir Frmks FIRE PROTECTED EXHAUST WALL CAP / LAUNDRY 1 L)RYFR - HOOD -_ A705.1 HOOD Phase_ CD _ 1 ......°.°, � Computer File FAN IN JOIST SPACE ` < DUCTWORK IN JOIST 2350,204.2 Ventilation D#10 80 5 _ SPACE W/ GWS LINING _ 11/1/04 2:26 PM_ SCALE; 3I4" • 1'-0" EXH. FAN (A204 5 \ Sheet ,9e t 1.23 f W� FIRE =- L � � 7 DAMPER ,-- A 4.2 DRYER RANGE HOOD EXI-IAD T BATH & DRYER EXHAUST A2042 SCHEMATIC DIAGRAM . SCHEMATIC DIAGRAM -- t - - ©Cnpyrlght 2004 SC LE ` V Paul F►,Ii� Architecture - NOT TO SCALE :'bra 3" 1 ,F 1 ivr ., 11R,Ar,M1,Rr,,N•,:n M� '__._"..__ - "" l Ih l ' I III II I I 1 I i. II I II I III I I 111 I► I I III' !1111) ILII lilt, 1111111 11111111 1111 1 { i' 11 I I II �I 1 III' I11 ,,., .: .• ,. - I,II ILII III ILII Til! ILII III III) II 1 IN I i I f I , LEVY STNP Cn1 I ' i ( Q I 9 I 10 I ! 1 ( It I 1�3 14 1 is 17 , 19 19 1210 2�1 22 ! 213 21425 28 27 28 29 3�0 10MMWIC" d til 1 A. 4j1 a , .. , .., 'i i A •' r Y P l ,1 _ ..._...,.-.__......__.._._..._.._.... _...._. -•.:eiwlNiN..4..r...w...«....n:.w:,....,a..,�d...i�� •..r....:,:_,.-,,...,„ ..,.., _:. ........ .-,..;..... .._..,:.,:..w.,.;:n::..i-:s..if.as}+SLo"'+1i1��sYier:.�+i�'. .u+.1...�rWri::.i..,....:,.wyren.w,.w...,wr.a..+r,r:-:.w.,..w.,.....,..«u:ws.,�,sw ,,,.,. ,.aa:w.raaiwrr.....w»ea+.-,..+�LJd�Y8u,6a:..,..rrar:..•.....L. ...a..:.:w.a..n...•.w._.:a.._.�.-wu�c..wa_.-.ca:,+,a,:.W,w..,aa.....u.w..,.�4..w...x:,ai,c..,..w;:::ws.z. -....,.,iraw..spa-s.•,arww:,zuw,r..w..u.r�ca..:.,:�-,.:.,....... ...::.....,� . : _. .. ,. Y 1.- /' 1-v✓ �\ .%-\r�� A7041 TYP, aiYr.urrle0 MIN. OPERABLE � 2 MIN OPf RAB[L Ol,tNINC, 2 � � I %( PLNING TO TYP. TYP. 2 2 ANY EXHAUST _ A7 4.1 J. To ANt (-XHAUSI vENT t A204.t A704.1 TYP. A70 1 Ty P. 6\ ! VENT tel. / 1�-8a r \ K N.CL It E CY EGRESS ( `' A704.1 �` CU�_.t)IviAl GRID � 3,01 oPEnl OPE ING 5.7 S.F. MIN. \ 1 3 SCREEN AT \D% - PA.I TERN INTERIOR ___ ) 2 0 I 3'0" VENT TYR �'�� 51-011 WINDOW INSERTS TYP, -- 5 - 1 �' ti. ( ..• iv I A704.1 TYP. I" i e Ai04 TYP. TYP. (. A704 1 TYP' t A704.1 TYP.1 6 A7 04.1 A704.1 t e Q I 4 ! q t 1 EMPERED GLAZING/ 6 __ �_ i �� - LU �A704.1 FINISH i AREA - 7.5 S,f- i` AREA - 15 S.F. GRADE 5/0 X 4/0 °� 5/0 X 5/0 3/0 X 5/0 FD 2/0 X 4/0 E 3/0 X 2/6 F 3/0 X 5/0 I.G. HOkIZ. SLIDING "�' LL+ HORIZ. SLIDING I,G.T. PICTURE SINGLE HUNG �'r'VINDg1Q( ,, INTERIOR RELIGHT _ AREA - 20 S.F. �1 AREA - 25 S.F. AREA - 15 S.F. AREA - 8 S.F. 1 SINGLE HUNG OR FIXED WINDOW -�� HORIZONTAL SLIDING WINDOW Operable Vent window 1 shown with arrow - INSTALL SCREW IN FRAME TO SECURE SASH VENT IN OPEN �- POSITION WINDOW TYPEFR WINDOW REF. NO. 4Cj5T� - GIASSTYPE I(� T REFER'T.'1 A205 f Paul Franks Architecture 3806 1081h Avenue NE 13LA?llyCiIYPF i - Suite 222 TEMP - Tampered Glazing -- OPERABLE SASH VENT;: Bellevue, Wasr,mylon 98004-7813 S.G.T. - Singia Glazing-Tempered OPE I.G.T. o Insulated C:laiin�!Unit-Tempered yyll,1D0Vy PROVIDE OPERABLE FRESH Telephone 425 80 raf92 I.G. - Insulated Gazing Unit AIR VENTILATION PORTS IN Fox 425 803 0534 BEDROOMS, DINING ROOMS S.G. - Single Glazing AND LIVING ROOM 'WINDOWS. Ii REFER TO SPECIFICATIONS SFCT iON 08520 - VINYL WINDOWS WINDOW TYPES- 1/4" YPES1/4" - 1'-0" FINISHED SILL - 44" (3'-8") MAX. ABOVE FINISH FLOUR MIN, NET CLEAR OPENABLE HEIGHT- 22" r MIN. NET CLEAR OPENABLE WIDTH • 20" BEL.LEVUE, .e WINDOW FEATURES � WA 2266 ON NO SCALE ._.. OF OVe MIN. OPERABLE OPENING Vj TO ANY EXHAUST VENT �I� 4 '�(� 60 MIN. 4 Ca, 60 MIN. 703.2 707 2 WOOD MOULD PAINTED U WOOD MOULD PAINTED ,---WOOD TRIM Doors and Door Hardware Handicap �AcceeMlbillB R uirelmellts i T 5 � #Q , rY000 ,RIM ,,,--WOOD a)PIrILrialyc handicap acceeslble hardware and threshold REQUIRED A703.1 c� 20 MIN. ti703.1 L� 20 MIN. (UBC; 1110 4 1, 1109.9)37 minimum clear width(TIBC .110 4 2 1)Threshold 112" max. height(U9r 1110 4 2 3) KNOCKER& // KNOCKER d� -- 7 VIEWPORT �� Z VIEWPORT HOR. ROLLING SCREEN _ __�_ G b)Et mtHry - tri!2ne fl=Deralll uNta,Standard ncn-HC accessible nardware(UBC 1110.1 (3))Threshold 1' (ON VENT SIDE �� \ j O Mw height(U 1003 3 1 6) 0 20 MIN. ro3. �_OEADBOLT ® 20 MIN. gEADBOL'f ) \� • SLIDING 28 c -1 - -- / ----+► �n3. Ar ;�.l A7o3.t A703.1 E c)E-xt.dor 2°1wAa�►I=A1 tat Fi=iiC_AWAablt i}wWfing-antis.handicap acossalble hsrdwar`REQUIgED(UBC (6) EMBOSSED_ - (6) EMBOSSED INSULATED CLEAR / C 110 4 1, 1109.9)37 minlmum dear width(UBC 1110 4 2 1)T veshoid 112' max height UBC 1110.4.2.3) n N.C. LOCKSET t LOCKSET i N.C. LOCKSET -LOCKSET I / g ( PANELS _I� LJ „N � PANELS I � � _N TEMPERED GLAZING-� � �1��2nd& pp � t <, CZ ? d)Elatrinr` �L71xi EI= Standard non•HC accessible ha•dware(UBC 1110.4 2.3 other Q io Q _ 703.1 3rd rt ooR _ m doorwa�ai Three Id 1" max height(Llf I 3 1 6) 5 �� a �' S I t 2 C y \�� _ �lto h 0. e)E wlac didtng Lbass Door to PoLanilatFlaar�1C_AarpYat C.1 ulIrt�udfn Standard non-HC aoceeslble hardware. 703• O 60 MIN. Arcs t 703 @@' 60 MiN. 4 O ' (UBC 11'C 4 2 3 oth6r doonaa;-q)3Y minimum dear width(UBC 1110 4 2.1)Threshold 3/4"max height',UBC 110 4.2.3 I r' 703'1 exce lion 11 ► 1 roc;R CONIC. DECKS , CONC. DECK V ` 0 ler it cxaR FIN. FLOOR t 15r I OUR E ti EMnar-151"Glaaa D=to PAtia at 2ndFI=1hirel unit,Standard non-HC accessible hardware. (UBC 1110.4.2.3 „ � „ „ ( � �Q Ung .- other doorways)Threshold 1'rnex height' 1(X73.3.1.8) 1/2 CLEAR 1/2 CLEAR 1/2 CLEAR 3 e 2nd d �_ 1/2 CLEAR > 1 1121,CLEAR '-$'� C ABOVE CONI. ABOVE CONC. ABOVE CONIC. 703.1 3rd FLOOR ABOVE CONC. AREA - 40 S.F. ABOVE CONC. C EAR OPEN NG ( � > G j AdJntarder_�Aj1.7'aaMDoortat.4aLNoor-iG_ julft-.Standard non-HC aoosselble hardware(UBC _ GJ Q p,�yp� j Q CA i 110.4 2 3 other docreva)rsj 32'minimum Gsa•wldfh(UL's t 110 2 t) A EXTERIOR APARTMENT EXTERIOR APARTMENT -� �`• EXTERIOR EXTERIOR h)AIL�►anrar AWra tmsriDan[t�,t2odFlonrXTERIOR APARTMENT doorways) L,eraltingL,tttt.9tanaard nor. HC acc�esr►ible hardwal>t(UBC 1110.4.2.3 other ENTRY DOOR, H.C.H-C. ACCESSIBLE ENTRY DOOR C SLIDING PATIO DOOR STORAGE STORAGE METAL / INSULATED METAL / INSULATED INSULATED TEMPERED FLUSH DOOR FLUSH DOOR ` 4 GLAZING (BASE BID) (BASE BID) A 41tQi � ._ __,._.___ s/8 x 6/� U.N.O. 1 \ co �--i REF. NO. Rehr to Floor Plans for locations ��.-----WITER CASING AT CORNER 6A 6A 11 DOOR WH y 03. 703. O FIRE kAT!NG U.L. Labe) For >)arat' enol Frame Assembly -DOOR CASING DOOR TYPE Rehr to Drewings A205 ( FINISH PT Refer to Section 09+300 Painting /B Ful FACT. Fac,ory Finish Fr r-7 I- r TEMPERED 703. 10 10 FINGER PULL 10 LOCKSET CORE SHC Stondsrd Hallow Core (.AWL Standards) Trp. LOCKSET ___KNOB 1 1/2" 1 1/2" t GLAZING --- __LOCKSET - LOCKSET SC Soled Core (AWL Standards) 1.1 X03. FROM EDGE ` 1 _� 7o:i 1 E 703. ,n e e e --- �� - °P FROM EDGE '� � ,1 °P GLASSyTYPE Reefer to Section 09800 Suss & Glazing `D ;0 - -(6) PANELS t° - ;0 �^ i \, to I -��, o a Rt, 4 f_ GROUPS Refer to Section 08, ,0 Finish Hardware (6)PANELS �I e . - __ and Drawings rl --(61 PANEl.5 t WIN li-1 M eh eh M 1 1/2" N Ann+.1 / DOOR & 1WIDW GRDUP -• _ � 1atfLO()R1 _ M 9703.1 _�_ WINDOW CONC. DECK \ •- > 1 s� i I Or)R DOILA TYPE .SIF RATMc DOOR REF. NO. �►S .Y_F]l>tE.,1RAT1[df; RUl-T WOOD BASE BUTT WOOD BASE 112' CLEAR 1/2" CLEAR REFER TO A205 BD.TO CASING 8D.T0 CASING Ab, CONC.CONC. ABOVE CONIC. SCHEDULES Wt - No!tire rating INTERIOR INTERIOR SSS - 60-minute Fire Rated Agsembiy APARTMENT H INTERIGR APARTMENT EXTERIOR EXTERIOR PAIR AGEXTERIORDOO ,,� F APARTMENT I INTERIOR APARTMENT � GLAZED K STORAGE DOOR L STORAGE DOORS Self-ckm4nowth 'S' label FLUSH DOOR (1) PAIR 13140LD (2) PAIR RI-FOLD DOORS Per LISC 1004.3.4.3.2.1 6, 1005.3.3 5 DOOR 1r � \ BhPA�SSING p00R�. ENTRY DOOR DOOR WIDTH I EXII&S.S.1 OFEMB!%1;AM PRNETIIAT"%& CWENMGS IN FXIT ET+ICL.OSURES 1004.BA3.2.1 Fl OM ALL FU47-Ar,CESS DOORWAYS AND DC"WAYS DOOR WIDTH � Date 11/10/04 5:13 PM_ SMALL BE L."TED TO THOSE NFCESSA.4r FOR EGRESS,FROM S ALLY FW)M UNDUCVW0 AREAS TO A COWAIDOR SMALI-BE PROVECTFD By TK;K. I pEk PI.�A� - rR CASING AT CORNER � Revisions OCCUMO SPACEt,WTO rHt ENCLOSURE AM) r HOSE WCF-S3AMY ro n FITTtMXi SMOKE AND DRAFT CONTRX AS,SEMIILIES HAVMG A 9tRF-P1k7TfC f r DOOR CASING EQIIESS FiIOM THE ENICl4StAlE. TION RATMO OF NOT LESS THAN 20 MMUTF.S WHEN TESTED IN ACMRAANCE 1 PLAN CHECK 1 1.;_'.04 WITH 11SC STANDAM)7-2,PART%.:SUCH DOORS SHALL 140T HAVE LOUVERS, 7B ��_�� 7B Ef10/9ple EX T ENCLOSURES UN THE EXTERKHI WALLS OF BUIL04MS MAIL.SLOTS OR SMrIN.AR OPFNM&THE DOOR AND FRAM.,AHALL BFAA AN -- 703.1 7B �- A703.1 MAY HAVE UNI'MCTECTED OPENIMS TO THE EXTERM WHEN PERMITTT.0 APPROVED LABEL()R OTHEh IDE 7FIrATION 4 "Wil THF PATINO TJ*PEOF, / I ` BY 1ABLE$-A FOLLOWED PY THE LETTER'S,"THE NAME OF THE%44VACTURER AND T * TEMPERED 703. ' e TEMPERED TEMPERED ALL IMFRIOR EXIT ur)i,t;*e UNTFICATION OF THE SEEN CONDUCTING THE INVIE TION OF MATERIALS y I GLAZING a TYP. In - LOCKSET r; , t -� I II GLAZING LAZING AN EXIT UICL09UkE SHALL BF PROTT:CTED EY A AND W(1lGGAANlHIP THE DI11pk0 ARRICATION AIdr1 ASSEM�DI:Y. M _ � DOOR TYPES FWF ASSEMBLY HAVMG A FM1 ..•PROTECTION RA r'NG U HOT LFS%THAN ONE 0C10RS SHALL BE MAINTANE4 SELF-CLOSING OR SMALL BE AUTr,04ATIC /1 I � --•�-�. - - -. 4"WHFRF 04F- )UR FWLIDStRE CONSTRt1CTKA IS MW TFU IN SFCTION CLotiM10 BY ACTUATION OF A SMOKE DF1 ECT001 N ACr OlIOANCE wRH 5EC .� - i FIXED DOOR ` �� 1/4 . 1 -0 �� Scale 1/4 - 1003.1.3 2 API?OMs ANU UNE4eAI F HOURS WHERE TWO•HAIIII ENCI OS',0K TION 719.2.SMOKE AND DRAFT CWrKX.DOOR ASSEMBLIES SHALL dE PR4• e ! (6)PANELS---- e I /� t CONSTRULTIONIS' ^� .�� PANEL-.- n� _ Drawn X___ AEe,1urIED BY SIYTION 1003...3 P.SIK.H.x�It..NAI L BE +Horn wrr A tMfatET INSTALLED era As ro PR0VEIE a SEAL w►•�Ftt THE DOOR � � I ��B _ MANTAINED SELF-10311NG OP%HALL BF.AUTOMATIC G/OSM 4Y ACTUUITM MEETS TEN STOP ON BOTH"DE3 AND ACROSS THE TOP. `"' .__I I- ter �r CD OF A AMOxE DETECTOR At lFCIrITD IN SECTION 715.2.ALL MDLrD.MN Lgv"S _Computer File SHAH BE GISTEO FOR THHE uvTFaNEn F1P11'^SE AND 91At1 CLOSE OR RELEASE D�'i1DNk `.AEW PORTS MAY BE MSTAlLQ1 E THEY REQI)IRF_A .-' !-'L � �.� 2350_205 Door-Win Scheolul'e 'V THE IN AS*60n Y TO TME CLOSFO POSrr10N 14"I-rl[EVENT OF A r4)*FR tAILURE. HOl F Nt7T LAKTR THAN 1 NC#;M DIAMETER TWOLKBITIE DOOR, -BUrT WOOD BASE FIXED MULLION --''l THE MAIOMell14 T11AM1pT'T>fp TE3+lPFRAT1Ji1F ENC POM. FO}9N,N:fI DOM SHALL HAVE AT LEAST 1 14 ItiC}I T141C/:ra ASS L119C AND THE HOLDFA IS BD.T0 CASING 11/10,104 5:13 PM NOT E EO 450'F AIM AMBIENT AT TI$FMO I1F 30 W*ffES OF YHE F� OF METAL THAT WEI NOT MELT OUI WHEN fURACT TO TEWRM Sheet EImOM- '�'CNIFD Pr UBC ITANDARID 7.2. TMS OF 1,70W F. �..__.�^ /.-. INTERIOR GLAZED NfTERIOR INTERIOR GLAZED PErIETRAT1ONs ra OII?1U OLIGHI AN EydT EtVr.LOSM AME PROHIBITED E1MPT FOR rrT DOM FROM A CORRIDOR SMMLL COMPLY WITH TME REa1I11EWNTS FOR FLUSH�� SOLID CORE �1\ FLUSH DOAK '44O j SWING,THE LW t�OSI.KIfi RICH AS DUCTWCW AND F(11**MNT Nr--*SS- THE R�IVOUAL IXT COMPONENT IBM AOCESM As!/ECtFEp ELSEWHERE FLUSH DOOR ARY FOR"APPA111_a STAIRWAY 11IMSURR/1T'ION,315MFF:LPP BWY4G,STAN ,is IN TRS CiWTER �1\1 AND ELECTRICAL CONIM TERMBNATINO IN A I ISTED BOX NOT i'X=DM If nIN. 4 M AREA, PEHE'T16f1T10MS AMR)OOMMQrCAT1OM1 OPEI11NsaS BIF THEI�EMT INCL10K)I SURF! / -- __/`�-� A205/��. - / �,__/�-�\ ,,� - C C,opyrlght 200 �r►IE BASE Bu�.nt+o�MHar K�M REOA1�l.Es11��• Paul Franks Architecture 1 QRIB.tI.e#IiNR IM a OM StA1�Aq Co%W, THF11E"LL NCIT BE EM4fS OtPO M.:il.E 'Aa tNt1N1 STAIRWAYS 0►RAMP'S lir AN EV ENCLOSLIIE. TTI.. SPACE UNW SLUM ITARWA!'S SHALL NUT I t I!J'D FOR ANY PII POST- !.f"� ... .. . :a i I V ....-.,: ._.._ :. �, }ul.+hfi f+►+..- , wnt. ...-r7+ t walefl,iLypb .. . .,. ..�---.-. ..".�rst, WJWdM1... rw ,,,, .,w:.y�•-fr °' �' '''1 I I �� ''-. Cm 11 III) II 11111 1111111 II111111 ill UI I I) 1 i 1 II ( III �illlilll Illllilll iliilllll illlllll Illilllll II!I II I� ILII ILII ILII lill'I!II ILII it Illi II I ILII ILII IIIIjIIIi 11!! ILII ILII; ;II;'lill fill ;ill li!I ILII II!i ILII Illtjlill�llll • low LEGNwffy 9TRN� I , I I I . , „ IOev.I Cyr, I Z 4 l 1a 1 1 I2 1� 14 IM 17 16 12 2O 21 22 23 2'S 2S 27 26 29 30 , ° y, a+- ,.., -... waw• 1 43 1fJ ,� d•: 1. 14 AMU V;• ... - _,-_...._._._,F..._.—__._.—._..............�,..,.,,,.,,.,.w.n-.,,_..,.....ww,..,...w+..�+n,...•:,..iz•w...-...:....w. �...,...0 o......,...• � aw,..rnul;]iY6QNiA"AR`7.k. ' ♦ esel�s■ a.....r Type of Penetrant Max Size F-Ratin T ftatin UL-Claysifiec, System Firestap of Pen tr4nt nin. rain Material Sj*wn Ne. W--L-124 _ Sim No, W-L--205 i F U1p - I swill I it ow hm l owA 3) F .. P' did R lir ► lied 1 w F• Rating 1 qr u;ne at 2 x 6 will 4 0 irk. 1 hr v.A -- -i Hil i FS-One on pe at l x II 4, in. 1 hrs NA F- 1 Anilird - liter 11* i H T �1 -' 0 * 1 holing - V4 hr — - - L fiu� �d,1+f� - lar '�1 10%4% 1! ; IDal�tnq M Altlbianl - B1lw Toon 1 Ciil/5q Il p' -`��'�- — - Hilti FS-One L ill" N 40 f - 4 OVA Ft 1 ") )1 10 F - 4 0** Ft I k* 1k 4W F _ 4 0*%q Fl LMT Conduit at x 6 wall 4.Q in. 1 hrs NA _ F-C-1009 Hilti F -01l Lij (opper i ubintl at 4 X 6 All, 4,0 i. 1 hr NA F••C-1005 Hilt! FS-One �� r Pipe at� x 6 Wal! 4.0 in. NA F- -1009 Hili FS-One -� � ,�. A , slegi pipe it 2 x 6 wall 4.0 in, 1 r NA r- -1 Hilti -')n PVC, CPV '. ABS pine at 2 x 6-wail W 4. in, 1 hrs NA F- Hili 'f 4 + Fire too Coll if C� F m r al Ant Polyp leve Pi ar x " wall 4 in. 1 hrs NA F-C- () 0 Hllti F 4 + Flre Stpp Culler LJ L + fkMt�6s 5?1 in. thick, 4 H -.4da 411 eguorn ar ioyirsd - -�. -Iene.R2 -at -.x 6 �._._, .. - .b,4..__ - tidgpulaThe qi psurn solllimid tfpw, Ifi dumb, numb■► d bNn.V �w rustmer fie and epee orierdupo►O -hall ter as epdcdlsu in Ilii —- Ondmilua A'10 or U400 Serm Dellen :n the Ut- rue RMrmtonwr 4 PV tub ., shoyier drain p!,Lm it 2 X wall 4. n. 1 hrs NA F- `' 1 DureEory. Vox sign ar ►peeing is .I�-1�4 in for vhtl sod molt L A _ _ _ �._,___,• Steel co!lar + lila F `n �-� Mer dam Lf o0en1mg b 14-1 '? :n ter rood &L4 walls, lits r d 60 Arlrllp it�lts` Iltpl r till Ili► d itis _ P ,, h I n iP X R 5 tube rJi at _l_ x wall 1.Q in. 1 hrs r NA F-C-2081 Hilti F5-One �� L IlaNte�ltorbr� Gte rrrikilii; qpr, teJn:dii) w lutx�u to ae inal',elbr alhcr cu,ruC;,ti2liy ar :tacsrrbially vrUirr tJre fimbwp ►►plan. Fin ern 5XIM �A epinos at min U 111. to moa 3-1/4 in is nr'ired urthr rirsewi rty•. r 1, 00 r+rar* ' It& fit-sabot adeeietill/aw 14 mrgteretiur PV-CPVC, ABs pipC at 2x0 Wall � 4. Ln. � I 1?r�, N�_�r 1 t- 21 2b � Hllti FS�One Pipe, midut or tubing to be ipd►f eupporbed an wt slow a' do' d4 1% nm■trabig xt Sys riie6 41W iv ow moww itefts e ib Gtn C reni"tily flw feola'irl type. and Italie of rnvf alir p fw, co duft ur ; Irr�ld w= r iJdtYl 5irlbrr'fiA ieVtl PisifSab s titre U ►ilii► --- - - - tub mry is :hair �'� r'y 9i1fs6'.ie Neelivy OW Old !fl m* tries hlMdAq ooMrTtlma ld*4 eI It cell Nam JO in darn for tnlnler? rcheauk It; (or hta'ielj k tl1i .- AIeQ , ud II11r seed cLs61 Electrical cc axial, ielr�hiongcables at 2 will r fn. 1 hr_ NA _ i C-jQ i 2 I Hilo F;-OneAge PiPL �w L 100 lis Nom .i0 in. dura (or wnalar) ". at oiAle itan pipe 1� M ft# fib► nee S-1/1 MI. vies lid rs �� sr� 1. � iYls. the I d � hr fire-ratsd n trllbDere;slid viii C. t�ledtA ►torn 4 in dinrn a 1molMr ctet� ■lean,'�, FF � r� � � asse"k, shall be condnidM d the sxftaileb, std ,� ilia mann* or f n mom abd oonaul IL PA'lc ioiA gMMs"i1' � � d 0 k disk i wv4 sidlirun� Type of penetrant Max. Size r Rahn T-Rath UI_ Classified System Firestop silobtiod in the l'rdAfdudi U300 a U4% Saves 'ftl end PorGtron U Qum 1e0in8 Nom 6 in. aiom (or smaller) lyes l ;or `sir) � e ttr wird .4 � 4M ib'i■e i 04% ;wr Oiliest at of Penetrant rain. min. Material F►®UI Franks 101rChftbCiure Designs •n the LL Fire Aesetoroe Ianeotory and stoll irdudc bre crvw tubing. =, ,1 ty folbsing wr'Ot�L6911 ;sonnies P. Cdlppr Ptpd fiam 6 in. diurn (or smolt) requ!or 'pr Mav'sr, tai -s L NA& lilies - ftir 3 tr. Ai rt (* errsaldr' Wit" � (a �rftw Steel pipe 30.Q in. 1 firs NA W-L-1 54 ►lilt; F -One 3805 1081h Avenue NE k Ser akll f,srning o y ►,cruel of tith* loud studs c ebd ppb abed old I;6 � Suite 222 chunnrl studs ykad Blida to car4vit of nein 2 tr 9 0�. len hw pp�p, ' czar► dsd std ledwiw Iron pipe 30.0 iii. 1 hrs Bellevue WaSh ngion 980(.4.7613 f ' l F1, Mill w t�ebl{yt MateIt111 - dtialt Nm 5,s in or -t%4 m trarsair t111M site nA surfaaees _._._..._.-_ NA VV-L- � _Hilt; FS-One spucvod Ie n rYr_ 51sel node to be rnin 2-1,''"_ m ,ne ood of fit rrxUerial applied wthin the oTulue, flush ■dh both eurfolva of roll 36 lbtnl■bala Pips tae 1 /r 4. ilfitlr (av snesliel �rsddriir 40 Os4►dsli FMT Conduit 4.0 in. 1 hrs NA W-L 1054 Hilti FS-One Telephone 425 9U3 U7!32 ipndod mcn 24 On X when vigil sped■ nra need ofd ttw dam lar i n : hr sulk namil r"•'"Mt At Int Pont nanraet txofion la■ts■Ir pipe dill M t: so 17 dd■e alk pof*4 edisM:� (ll°wlCa pip for Fel phone 425 8 d u;brirrl v,<INN ''hs math d phot co.tdyr, the apan nA It•ni " roll, u m7; r;'? in. 1;0111 Tedd of rill itwatshol shall De upp104 at ft yw k diel r are A rush erirmi l , th ati w U>� �; t meas � Steel Conduit 6.0 in. 1 hrs NA W-L- ,054 Hilti F ne De fronted last all licca oirg txr l of gtetl thrid n7tolsd pipe aJitgi ■ail ynfierhaca on botl, a imm of aril -�--_ - Wtomi ft vertuur tiva onC vvio-attached bo ins steel t,tuoe �`E d sped !ttlsr0 r °�° ba Do �� pp g •L,_L L �A �V-�-1054 Hilts F$-One of rtccfl rtl. Tho irafiea dpen'n �n Liteball still! be n W b ir.. �� `� '� �� an evil+ fiMlw est tIb! Co lir -i•ubin h.0 In. 1 hrs �' -- D 41.11 OIC - F" A7ns Soto( 4. � V& ar sop 1%isirW I all ells 4 314. b tlhllism d a didw and 4 to 6 in Cipher !non the dorm of the ovistratinq itcc- 'tlHrrr y t/r ut caawfirioGun ere► esdAtlfd � ��, � �,� fdre� � IoMt tvteeaat sot lei sed+ fL klivn the pwetratfsng ;tarn a nttalleci in the gwn,ny, ---- ----�-- --1-"-'- �1 � '"I Nt ar1�A.'1�M CiE1�Y 0 or ! a 2 to 3 in. owre-ce car predent ;shags► Ute penitrotin4 rtrn r Non.-metallic i or conduit 1.S in. 1 tilt, NA VJ �- 2051 Hilts FS.-One and 7,e framing on oil tour' ides Ni it, ltA - �11A err llsalael -.�L.__:--_�----�-- _— � i ,*six a df�r �f"4K ` "4 Non-metallic pipe or conduit 1.5 in. 1 his NA W-L-2051 Hilti FS-One Wise" tls►Ii� _._ _ .__-- � PA FRANKS PVC. CPV AB.$ Pipe 6 0 11). �1 hr5 _ NA_�� W-L-2078 Hilts CP 643 + Fire StopCollar lerrle retardment Pol+ ro lane Pi 6.0 in. 1 hrs NA W-I.-2 78 Hilti CP 6a r lie Stug Collar • v' !� eiveww V Nu r: rsu lie i NWR r k tr oe�d 1��` _] Li � abwdaeoe�e�owr�el � o L�.�r- -- BELLEVUE, Per slew acf■rrdter R,» �; 1 i rsnw' bra atediawse,>R,►tai, C aN°A°e �� Cables-12 AWG copper __ 7 cables 1 hrs NA W•t--'06` Hilts FS- ne WASHINGTrJN t w t _ ---- —------- -- — _ _ ?, 2266 !- ables_24 AWG teiephorie 25 air 1 hrs NA I W-1--30x,5 Hilti F5-One �, 1'- ables-RG 59 coaxial I 1 hrs NA W•L-3065 _ Hilti FS-One —_ ( U.L. SYS EN NO. WL1054 U.L. SYSTEM N0. WL2051 NOTES ETAL PIPE THROUGH 1 OR 2 HOUR GYPSUM WALL ASSEMBLY hON-'METALLIC PIPE OR CONDUIT THROUGH GYPSUM WALL ASSEMBLY Penetrations through w.IIs UBC 709.6.:3 (:D!N 2Penetrations shall 'be protected by an approved penetration fire stop systemOT TO SCALE NOT TO SCALE installed as tested in accordance with UBC Std. 7-5 and shall have an F-rating of not less than the required rating of the wall penetrated 4� Penetrations through floors or ceilings UBC 710.x'.3 � f Penetrations shall be protected by an approved penetration fire stop system ! installed as tested In accordance with 11BC Std, 7-5 The system shall r--i have an F rating and a T rating of not less than one-hour but not. less than the t^1 required rating of the Floor penetrated, Exception: Floor penetrations contained and located within the cavity of a � wall da not require a i rating Iz E .1 Cd Ma Or-h2 W" W-L--20-A Wt. -L-21 Ma WA AM � � CZ �'o F � ! It Agit 1 F�� ! Mr L�e �ltt 1) - aa)it kbp i a ! Ill om bol 1) f Ailbr�r 9 ! Ib Mel 1) T Ilitip - I ad ! It ra tm 1 Tb" - 0 aD > M • T� - i A I Or �Ir Ile 1� T e 1 t� 4 '� (4r tl�lril 1� L kkq � r - Lin fM�l f it t�' L �4 4 400 F - 4 OW* - _ � j FMM W j -�• � � " i -rte Uri nanmstnllo! pipe. cmdiel or tubmy to its s -s,. A 4 intolad Aith,n the fiwo nfr9em Tho cnnukar epuce txAmaer pipe rano-••��_ I y ,r panii e. of tiparfnl *hall be mY+ n nn (�tprlrt weitad) to mar Ir(2 in f f _. —_ _._._ _ Pip■ or nonduit to be r>gidiy aWp�vEsd on both shies of the .all oswmhle• Iltp lidlo■ing ►1pa and +Azi, M norvndnllr piper real' hr used A. i'tlfi�iN 0*4 (P�K� Prl► ?Jcm 6 h. dram (iv ixmlkr) mould _ qb sohi-�;orf x cellular fare 'r•: pipe for use i, dotted Title � a► suppl+) a rimed (tiro;+, belie or 'aid) plpinq VAtece. -.► - L Nid4ard 11fi * PM - win h n dram (or �.`• �,..� �a small►) SUaI7 CCT: pip► for use n loved (wirwww a vWpk) of �✓ .vrted (dr-4n, m& of perk} dpirh "lime A -y.-- ' C.Awoo* a Af ;harm tl rw res - Nen 6 in. diarn (or 1, Arsrlidir the fir rnlwt wpsum valboM*WW poll oun nit/ eholl be - I smollse) Osdele 40 scON-Cafe w Cellular rvt k85 pipr fol JOe in wnsitheried rat the rnatisinb and 'in fire manner vp Told in the indrvdud L-aei-A tamed (Voceel o� will or vient+�d fdrdri. mite or vvr Ppl'nq 113M or U40D Ssr'ie■ *11 and partite, Daigro in the Ul F-m Ffwirtonw F'1 R E:�Tx1P t1/ltLme (linctary ono ehol inducto ttry {otlnh�rrg oangln�otian fgoltra 'j p� Ik Im V" i� Nom 6 it diarn (a A, • 'Bolt immng troy oohed of wilier woad Mude v elsel rhonnel (1 Y & ►molts} `�chndsle 40 P*W ripe, Int app rn closed (pror,ep nr ailioi) vVe Wood etude to erwedst of roe, ? to) 4 in Itimbw ppnoaA 16 in nC ` e► vwrterl (drain, vroom or -mi' piping "ern StfN vE�dr to be rr{n 7--I r� h riot► nrd epered mac 24 In nf. Raetilip br11ad nfaitte�r Firartep Mint s/r,il to irwtnllarl in Ik 1tMetlnlrl� *Miller- - 5,'e irt. itti,►. 4 ft bide pith squirt or --~-� --- APPLICATION oenistlanpit tech the accm 'nyrng ir.stalbran inplrucrerne Collar to be tabprreel ado". 146 tin aolibcaim t thitieesit.. nbrmbew of irohli■d and laichsd nmum im r a OM ■er:ured to Intl► ode■ of the / 1,Vd A$" 1hs 1 or ? fir-.rrterl cppsam wolbeord;tstud Neil CC //� EC F9 i lairs, redeem Ippe seri ghost aiwrtaliurO shall lin an �terit'rnr in tit rnnhlii shall ba crnedrxborl cA On matinete find .n the manner `,I,,HEQUI_C V4 ;ping thi andvtr heoMe ,xotwded Ah ,he collar. (Nlnirpin , firx:lw ndhrduel anti and Partbari 4ivign. Mar diem d apming o 4-]/p in , r hsdit for 1-1/2 end , la dam ►;glee, 3 anchor hooks liar 3 anis 4 Ir, idlem lhv hour) F and T Pmb cif tM lir . sol ars ud to the WaMod in the individual UJo1 of 1PW ,;poen Wa!! and Portrbbr 1. id to co"t 'At flip raNsd ppsurtn eetiboo?e/slug call csMxbfr y 'xP � � a4 p*4lrr: nn the tiL rYvt Regi, car Mfartarr ►slid shall nolud■ Int Itq! b sunttuctal d '?fe ds e•rt 1tr tfr1, ►renew ;pool:vol is tAc plot!, and ! anchw haok3 to d In, ill! PIpa1), ilii arfcht► hOtlUf on to hnrnly Fn rnUnq at the soil aeecmbfy 'n eFiah �l •et instnllsd loNpn canrtruction tvotunae L1400 ► bi smurad to th twNct J well %Rh 3/18 2-1/2 in long hauls hdie = Powball - Una nonmetollw, pipit inortolled V*tn ti+s rireetd ladkdrral ll ! lir LIQO .isrkp MIeP end !irgtNbn Designs rn th lA Phu P P P A Wnll rrumin ne oorxrt o1 elhw som ehidc or nvhtnl Reitorkiwo aret elieN Millie Its wneil0 ilon itsdurer -*No along with intimi gyeArr, rips be be ngiily atipportrl an br* r tim of Aaor or loll ahrvrnd cludp M4rod sturlii Ila ramal te ndm 2 by 4 in lun,tim, betxr diel Nall F Wq @W T� !lb iAa"e�r� 01 Fll� MMA W CF owl htf iha eFdrss hahvw-r p-Pe and psnowy d opwinl slid; b■ min 4"fi lel m*this W" d*evil suit► k&1 1 r 111 11L •- CP443 'Saj1.S'. CP l6a•3 412'. 3/4 ;0.'t* M i 1,'4 ifl. Pipe to be rigdly eippor'ed on tlolh tide of the tr,or+d 10 n, QC Slee! d4 da is be mn ? i t? in . aSda and 61 ll" Cp "3 90+v3, CP 443 110/4 w C'h 642 100/E' Fire■lop Colbr r'ncr tr wdl enrsemM,. irx tdlo+!1 IR"i rrw .6 ir• 0C• _ Date 9/13/04 3:11 PM_ A �111f sell hoethr Yroo fir vlafgr ver■d elute a► "I 'Beorip the UL assie ostobn Ytsldno 1q t}g4►s aha tLes or nanirrlaiic Opole , nlcry' : ma,• 5c ua1d: L �a �tstMs Nim Sr 8 in thkt �atim udlboard, �rilf ngrxom p9vttflOnS CberenN SWR AGO Ands 1n snndfM of sem 2 by i '•, AitMer spearsl k 110"yl Cihterib (F" � - hum 2 in diem (nr amaller) Saiv■lule lir tapwpd tdgees the gyptun nllbortirti type, M'rhrvw, nurnbw iii ih r!X; �I afire a to to nue 7-1/2 In ship ars; mos ?S in lir 'WPM faMerni type sed shed orltrrWbn align by os apvcirhd t►� AC PYL pike rw we in cieuve (praesee or scipply) Pit"^9 syswem. m the Ir,dhridun! 11700 ar U4W Sense Dwilgns n 1!,e U. Fnn aC. It Vdb=A psi - Mw 511 A. lift igperm bNMfoa C a it CAwwallw) A' �Dam Nan ? in. diem a i tills- ( Peefakarx:e (lreolwy Yat roam d gtenm iv 4 It, ftDaxa'ri do il6 410PAA101 YNdi oma Pilins' ►kill• ft 401"1 rA w+nalwy Sift1T CMC pipe fur ser in dosed (pnvw� rx rnrpk) (lrtirg To F Mt1r anlloataatt to nll�j bwelM* �� lo � b iiia A� r�fq alt olR+1'rp M , in arycle;rh L �M111 or d� 1110111 10 hemi Inekalled to arr,epletsly rill the annular s�pPace mann the pipes and yypwr+m soilbcnnl on Wit oltMr of wr/1. HITi, bsh, - ►Salla a, r�-0N[ sev coni okft I Rnbn1p t�alp� oMz Oliver fS-at1E 5vaiont ip used}. o. 2350 fosnnal trip 111, claseftwre" lderbrl9 --Scile --rrTr- --. — IY�A . l.r"1..A1� � teq,alrratd itis t?eeart a e . grime 9 �rsnk4 -- M he toped-d sal b- 0-*r wysres,ied Illi ti Rs■Iey d awn O-M WA rO. p fib",d �lle LU — rerl�as t.•t IIwIR drew L. �, 11=t ,1W19 d� i*r �,f�, �►. w Computer File -°-•-^-*a^*�-� '�' >t dr t Ciro •a 2350.206.1 FIRESTOP SYS'T'EM 9/13/04 3:11 PM Slipet U.L. SYSTEM NO. WL20 76 U.L. SYSTEM NO. WL2098 U.L. SYSTEM N0. WL3065 A120611 CLOSED PVC / CPVC / ABS / FRPP PLASTIC PiPE CLOSED PVC / CPVC PLASTIC PIPE THROUGH CABLES THROUGH 1 OR 2 HOUR GYPSUM WALL ASSEMBLY _ THROUGH 1-HR OR 2-HR. GYPSUM WALL ASSEMBLY � 1-IIR OR ?.-NR. GYPSUM WAi_.L ASSEMBLY Y ©c�yri�nc as.,'L ''lA ' r ' , rni , rRJ7 1 iJ.7\.I�L� _ ....._..`..• -- . NCIT' T�,l �iCA .—.,..`�..„ M.,�._._._.��.....�_-�.�. .� _..._...—..-� Paul Franks Architecture 1r p� LL NOT 10 SCAL_ ,t : .' .- ._.'.•' ., ,.f �� _ ... ,,_,;. .a•w.-,m- -. ....».-- .__ •_ .._._._ --_•--... •-_.__ .-._.._ _. ..--_.__...--T.._.._.-..."-.-.. _._._ -.-- _...-•,_. _.-- ""Se.r'._. �� .n..r •.'fag' " ""'t..ue...,.,,.p'irwwe'3�Wallt,ti►1MW�I:il+a7rltO`"f�rt.Di6+a++tiMpY• cr !1111 1111111 II Ili i , li tlllt t . fl r, 1 I . it l t 1 i Ili illi II IIIItl1 Illli! 1 illllll11111t11 CM + f I I I�nillnil�ll lel �li,t II I� In 11 I I i I ! hili+tllll I 1 LAQI�.Iti i , 1pmm.ica ' Ira ! I 12 13 14 19 I.7 IS 19 24 ?I ?.2 e i ?4 2. 2A 2? Pa 29 "" O Xi 4' k ' -• ,.,. ._, -.� . . .;sue',- ':. e4ts :•s n . t i {it Y r s n� - „ r -..�,......,y..-...,r......-,....�-...,�,.- --- .,......._,.._....,.,: .._.......__ - na' ,.mr ,... Y ^r^:. -Yong, .•3 _ a 7��341ti` 1 t i. r% 4 4 • 2350.206.2 FIRESTOP SYSTEM I Udsdly, Septeniii 14, 2004 / 11:16 AM awls V — 1 r��u gyMem No. F-��10��, �� N�. F �—tt� � _ �..._.._ No, f—C-2C'�CI � o ') F Ii * - 1 .ITS 2 it Aryl h � � 1 ant s � Nino 1 � � -- 1 sill : F1r On Argy 1) r - o TW* - 1iId2W TM* - 11MIW bel T MIIAr - q, )I'4► 1, 1-1/1 IN ! M l�f L S A t�nrW LW *a 1 C ft L � 4 r - Lm iter I A LNdgN40E - 4WWW4R � l lA4000f - 4CK1, agA i w OL �t iiW** Nom 4 fl tdhdt try S1rs in. tl:o ,a tpptctred in Net A Ind6iQuel Floor-Ceithg Design First layer at 'wallboard nailed to wood L 6trs►e (UptrJ+all (meant I n_ Qpm lar sahalarj etetl ( l d•elrica, rnebillc tufa (NO of Schedule S (a lheas4w) steel c pitta Second kryvr (2 hr fn-roW arltsmby) of rallbiwrd verse- �.✓ r>q D P ,w -' •-�•'�� aHnchrd to 4urriny channels _r 1� or nen 0 016 n, tics (?A M5r) ydv tbad sled a unit into tall a.t,Tdy rdh 00,01 tmrnpalwnd vel installed flush vAh edl eurfacee. :r alta - lira through prnretrorrt (Ilam J) shell be ratMd V,ruur�, 0 1 �w UJ Vlhw, Sthsdu• 5 rdal Pipe or ENi • turd. rlee tr may ostertd up Of 2 h► 'in•-rabso angle, ismit or stotgyrtld wool stud/grpuen ,soltoara to 1a if. b Aral Ino ren !autocue / 4 O - crass t4hll Nf6mg a fire f',aGT,g cnneisbrS kStr that n+ the floor-t11ihrg aattmbfy, -+"r, --� �•r-' r the chase wall shall to constructed a` the materials aid in #* mama IDWIl1ed 1 �iM r�srtgate craveyrba>rel vivo at cohY in ope0trry b or ��. r in the indlfduol 000 Swim flet and Rarttian Desnlro in the li! t7e Nesistame mm 43 perolrl of the ernes-awctiond 3= of tfr, opvninq The � L�. onnuhi rpoce tutrerrn the coots tundle and the ptriphrry of the + DifEtlarj and shall indldl the ldltre4r,g eondJat3idn (easluehx o end to bill mil, 1.4 In, to fmb, J,/4 h C4INO tG h: rid h Ie Il �eM Nor 2 by 6 i1, ar double norm ? ?y 1 in Limber sU.ds i nq sappattrd on 70th sides set 711 wall weerrd/ Pref carnulnaUon of doe L � �t Nam ; by 6 in or parallel ? (y d n lumber ,Naim, Ip1ht1) fdlwrtfsq type and helms of capper conductor cobla may oe used: htalbad. t� k Map rrC No. h? AMfG tenth pdynirgl thtcndt: (Wt;) inlaJvian and � --_�► fou Top 14�t fht daudt tap pifsb shall corheatt of twa� nom ? by 1 too. a �I f fir st tec sato Qi parallel 2 b1' 4 in. lombar Oubee, aghtht butl•d. War diorrh .A [� 8, Mos 2`J pun Nit 24 AX ttlsphrahr uahlr edh PIC mu/adm and uperrnu it S in jrskwt I � 11 �s f�IM Thickness, flips, r,:n,cwr a1 Itrysn and ftensrrsre shall be `�� C t)� YG !ri;I, ,wired table Mlh polptnylrne (PE) rnsllstbon and -' - - ar vpocfird r. rndMiluel Well and Portihor L1sgn f 1M O* OWAO fall - OrM rnstsihc pipe, wridus or tubing m to rietdllso rnth,n IF Pit PC►et 1. irem`AQoft Alston Y Tho 1 hr firs:-fated valid or truread lumber joist Un nnudr,p quem Pere conduat or ;Maung to be ngadly nrpputsd orl both root 0 Mu+dpao Niter apht:d rommannataon code jnrsetsd 6-th P4C and 11mr�oai6 ossertt shol be ts7nvirtiX d of the mtsharids and in the of floor usmtma .stn annular f 1 boring a rnmY OU of 9!B in � y y poor of rnln ,i9 In. Uo mal. J;'4 In. b r•t1.,lraq E. lhnoe iasnet� ,►roducM Mor thtac hapset candretar manna spwTocd in the individual 1500 Series Floor-Coling Ots+gto in the vAhln the f'Fityttap r�etrim, The idlaafreg ty0ec and am of irtAoile open a n9 LL F ra h4tarrr Dfrsolaii the 2 hr firs-rated wood pied floor-ouling eon4u'rts mq be used: 1. NW-�Aitrio lie I hr tirtr rated sold a; trusses lumbsi flat Na. B A-lry ' ON�A Cob►4 asnmlhy shdl be ctru{►uct•d of this muilaride and in this rmmner spsolretd A. 31W No Nam 4 ,n dam (au smeller) Sch:rlrk 10 (of heavicr) rnim pias. fbsr-atiiing treembly shell be eop3trueted of the metelrall ofd n the �CC�r W. in the Osugn No. OW L511 or L5J6 h t o ll Fire pwvtunoe Dovokxypis, mummer wilcKed th the ndMduol L5XI- NFes Flop-Coiling Iklgns in the 4. 1L V* r Gllft>hh tltAtrkllN Stolmr; Fil! rnata,al apprxid wdin tiro 1111 t1Nt Noah .n dirk (:>. eiolor) cost la rivaldualren pro UL rh Peeiltadre Oilector. Rte 2 hr fire-robed wood afst flans-ai Paul franks Architecture utnullA flush 'milts rah end of the risrcl sleae or roll Irrfit,,... F'I o F Rrbng ad the fralap tpsbrn n •gtnl It the rur-c of the fks iety art G Cb1Ala ftoma 4 In. clam lar •rnalr) flee) tkhChlas rmslallk libhq w f oswfhYhy. Ttae gsrternt corelrtrceax, ieslupr at ,hs flour-cerfny ewembly an eMembu, ehel! be cons►ructeP of the mate►bMa and in the morner lied 3805 108th Avenue NE moterhal inrwlW q-nrnstricaum w tsatlt sdal of the ttdl. A min b/8 n 7Ls:i candu!t Iummartreo treloe in the lkig0 No. L5O5, L511 or 15;16 in the UL Ftis Pafttmce ^:.clary. Suite 222 lhanM,e of sralaM is regturilo tar fie 1 ar 2 hr F Robeq . An '�aq 4v%m ',,rnbr ar pl�vrwd subiltnr -kith fne�h flour of Iuntne, gyp=1�9 NOR •I n Qarn (a enhallCr) Typ L (a heR.fR') Cppper tudnQ, A . 111111 I4 d C1a Aetl� sytim to tlbtI o! v. tfiae-lfy Bellevue Weanlnpton 98004-7613 oddllbnal 1/� In. dam bva9 of fill inateriol shalt be apOltd vaund payvvad or nm'lltiifll iWlter no specified n the indr-td,ral floe-- L r Mo rbom 4 n Jim (x tamolier) Illegulcr (a hsnvat) oupprt ppe 00 ad sltleflbe he yureral c.orotroa:bal iK"u of the fbar-ceirnq the poKmAtr of sham Ori barn tides al the sell chert sheet 111111111.6 Ca� hng ncrgn Nn, iiam cr hoot opening ar N or 4. Fitt V* a Ct14 lirishit - 1�nt Mln k.4 to thickness of fill mattool anembty art �rtr.ufutnt u6ce �'�elephone 425 803 0192 Dtlond wrfocc of tell, g 11etd,ltttir' for 1 h rua-rated floor iurrg assembles nary 10 in OR0 rd en41r the amuius, Nosh rf7h top surface of floor A generous bead of ill A tsbWrq N•fann lumber u oyvood ebftaor will finish floor of lumbo, Fox 425 803 0934 HLT1 MNWL ILW( deep (ol Ceeptr) lumber, steti or r.misfritra i lumber and ststl ld*t, mfatoli olio apptild whliln Jt annulus uf L'te top pate, flush vAh botttrn lulloce 0.1001sJ of Ricer TiViiq I4otiseM as specioid m the nd,ndual Flpof- M.11 V - CP601S, CK011 a t'i {lex Senlotn Vueewo a Shulnl reed h)s them ash br reg a regj4d amid x'M of 'out's sup oche, Cming Jttlgn ft doom of flow opening is S in 19wring the UL C7eeait;c.arar. NarF ands fiestapped. For :• or N-iated floor-dei dssembrm% nom P NLTI TOWA 70 O rt Olt i F L ,Asb!R rle^ 16 n dap (a despier) lumber et•er ,r (ctmbind9on lurnerr 7a 1J in. limber joists spaced 10 h DC with awn 1 by 3 th. umber till PC - CP6015, CPE06 a FS-Opt 3solont and „corn p1hu, trusts c; 1NItfalllyd lfeod Nesta stun badgray as brialirtq ane alth ends PPftstoppod. (W�e L Uintle oppiy only vtwi 15 Cfll_ Ssaltrt is used.) lvii)A u Q0 niU ted flrtvVDppX w FiXI!!tq fr1� (Ilei Shorn) - Aevttsnt iplo vnsu fumnq installed sAsonnq the UL Z1�ifihutwn h4urliry C. t%Mi' �oorif Ndni 5,,'9 in. Mit! o�'nt,fts n the 'ndh4dudl floor-Ceiling prrpou d cular to rood ;atsta hoTssr first antl second byrrsa of edlboard ,deign IV layer M Ataibcord rio,me tc 4,o Do ',trots Second iortr of r ? hr lfrer-yabd oderr*alr_ Fufnng charmhre spanod mm '14 .n. OC adlowill (;' h' tin otsd asrwnbir) sear, urtocnva to tumnq dhonnsli '�y , rano se r rmnkavc la mise Illi yA am"v • brad-all rash ti `o.'q d anKFu* doe k a • • I`/��f��•(nD' ,via J Nr" �l �+ w� a1 It IIJI yr Coral r wamm 1171s sf! �R#Mi ADeMia '^ �."' hL , 171 u l��Isis�!a► C 1 of: ! M� IAeterealfs�t Lis Ise t r s WASHINGTON N1 SID 2266�� t� OF O� U.L. SYSTEM NO. WL3065 U.L. SYSTEM NO. FC1009 U.L. SYSTEM NO. FC2030 CABLES THROUGH 1 OR 2 HOUR GYPSUM WALL ASSEMBLY METAL PIPE THROUGH 1 '-HR. OR 2-HR. SOLID OR NON-METALLIC PIPE THROUGH 1 -HR. OR 241R. SOLID TRUSSED LUMBER JOIST 11_OOR-CEILING ASSEMBLY OR TRUSSED LUMBER JOIST FLOOR CEILING ASSEMBLY J NOT TO SCALE (CONT.} NOT TO SCALE N70 OT 10 SCALES Sim No F--C— 1 �� 9�m No. F--C—= Siem N& F--C—itO�Q � System No. F--C--2= F RAI110 - 1 ad 2 Hr � Nn1 1) F Rgi1p as 1 W F %fiIF - 1 Its N [f f - i ;111+12 I0 1 alelrl 1) �F1 T - 4 3i/4, 1, 1-1/1 WA ! t♦ i� ;lion � �' T ila�y . I Mr � 1" ll�y ■ 1 W T - � a�4, �, t-i� w � � � rrr, � 2 tine hili/ Rte through pefirAnnt I,ftam 3) shell bt muted Urroult a C' 1 hr fire-ruled sinqui JetVk ar elaggst•d wood shadr'gypsun tdlboard [� chats wall t�nstiucted of flu matorobi tend an the manner rp•crred 'n r E t.- I�i � the und,nduoal ;,'10(1 Serest Abl arhd faarb•bon Osehgrs i, the UL ,tI'9 J Psesrbsnca Ur•r'torr, and moll ncluds the foliating mnstructnn Nature M t pk 9�p rt,m 11 ay 6 'n lumber a double nom 2 toy sin Umber Cz j� Tr thrWgh prhutront (nom 5% wall its seated through n 1 or 1. _ -- —.---,_ _-_ �_� etude — e (� ' or fhe-few le, douas A �. 1 Fk,g lrlom by a n lumber x pgralyl M 4 n lumbi p fig tdajporb wast! w+d/9i'psurn v,�lltoa►dd a:hnre � � r t pk7ts� t gl�Jy ballad q ea9 hfxtng a ,ora rt7tlrhg cofeistent will khat est the bar-csifha anelnWy Tex Q 1� Tha amble tap poll vndi comet of vo nam ? by 0 n Q) (,J V chat All steal be axnabucted of Nat mtotriab ono i^ ohs manner s;lsufwrl U1 in Ids indiJadud U3DO Svitt 'Moll and Pailtan 9eet mfl h the Vt Fire RefAancC -- --- u irkA! pk t•• or ^ orb d pamisl morn ? tro 4 ,n urber plots, 04acb�ry W, theft include tht iniNleing xntfr0ryr feature, - 4 UghtV butted Nm (fair, of *ening N 4.-J;'4 in. A Seib Nan 2 by 6 11. or chalk morn 2 b,; 4 in. lumbel studs. Q �sM %EW lAiclness, tele fit"bei of lay.,m and fasteners 0dl �0 r 1� ads F1tb Nom 2 by a n. (tar lenffr) or pt move 1 by d in lumber paltel `•J be at s<ecttled in inadlrieLpl tYeh and PrrtiYan Ot•gn. t' hUy tufW dao dam of sole nlule Witmng to 4 ra - S fti Pile - !fetid 4 in. dam lar trnolei/ Schedule 43 sold core poryin rill � 0 L_ I { ? t* Tne Owble trip plate sholl aorr•hn cif Lev nom ? try 6 v &btids (Flk) nr SOP 17 dlarnoted palrltnl chards (CF11C) rant pips ' f0 r 4. - fix details, tai the frivis4- tjxtem shol be ,a follomts. o Q C� J d i r' or dmld ? b 4 In lurntxr lrrtas, d btrded. rRot llnm Pops a be r.smsnled rte; lop and battafn sodsts of too• thahiGsry tea n �! ( wr) P i P 4►+tk A V �I llsrth W - ttswit - Fel rnetcnal to be ;smelled to G: ut tup plate Wiling In 4 In. anntJa spat 01 nin L ih. (pai+t eatttactl 1a ma 1;4 in. ill ftlgd* = 1111 the TnJat space betwren the pips and the item; (Uom IAS �, l (D 11 �a !hand' lhlckrets, type, nurrlber of layers and foslrmntn shail bit Ythm tilt %stoo syetom. Pipe to bit r4idty ouppar+ted an both sidle of and bttvs•n the spa and the tote moll top plate {11• i 2C� to tht fJ a epsaTed in individual M+bll rid Fbrtflfal 17uMgn. � flea csa«mely. .= Y YIMMI�►"�tl1'1r1 - Ons nom 1-i 11 n„ " in. , 3 in. w •1 'n dirrn nax,rrstalic ma' tr,tent olsible 4, bNbar!bis - A 'tcheddls 4D 6110LI a SY (CPtir,) sasnnary tie shall pipe to 'se iroUlcd oithin flit firadap system. Diann of opsnlnq thmii floarng 1110 181.1 INC -,F5-01iFJUM", W Of be osmts'rled hi the not paps ,n the conccanlsd opnoe atio.e the crhrg for tttlem and t►raugh ao4 and Iap ptafs• of shoes seal to au moa Z-1/6 fr„ IL imp L&Al1t" - Firettop Collor fira?op collar tholl 111 installed n mnnsacUo►h to sum ? r diem (or s,rnaikr) dram PPs {nen 5) Coo ^-e/ll In. , 4 to err ) In, for mom 1-1/2 In., 2 in, , J Ir,. of 4 h dram aaordance Nit the accarmparg;ny initelbtion inttfuctbris. Calbr to be S flllrh Horn ' y+ Atom (tx srnelkr;l Schedule 40 sora core (PdCj n000lsbollc V/w s4te, nepestllety. Pips to be r4ldlp "Wed on bit . sidev irrAdled and krtchad around the pine and sivairta to undersidb of these or SDR 17 (CA.0 drta n pips nth or prthout P-toes 1lroin piptrtg ♦n tis ,J at 11t floor-tel6iq a.6ssRli+fp. Ree 1 R deg h dpptrAsint on the size of the oaf kap pl0; diem 2C) wing lhir amlirr hoofs prwvded ekh Nha ca%i, 1. F7llook-. cilli AlMtnb� - Rot 1 hi finrmisd nnod jrret floor -asiir,q asnasrrbetf irrM arnrtnrr rev An nnmler spar.ta ai min 1 n (pout tanrfiacr) th h-pon►t1anL For 2 It ro`% aeselnbree, Ihs i Rating a ? hr tat (Minimum 2 oncrhrs hooka fir 1 -1(-2 ford 2 In dbrn r ord J arahor arwml,� shall M ctrtrtnmttvd of Nab rnaisr�afs and in Ow manner to max 1,`4 in s r•qu,rw wilhil the firtitap isatin. 1-72 iru d'aom (and smaller) On rs'ad 1-1;2 Ir for ;�pte gvialtr thon P� eN1rd Fri that intfhthmsoi IoW 3ertn Flnw-Csh(Fto 01w' ns h xts U & 1}ft �m - It coals of the fire tea n+stern 70dl he os folk cos I»eks for 3 in. learn Ape), 1M anchor health an to bis .6nued h Ur '� • q 1-1;' to doom fv 1 N road newmhina, fhis T rnlitq e i hr for 1-t/7 n ctllse coal+ Up phitt will Min No. 12 (h' Nil 1 in, Isfsq AM seed scot 1 Fro Rseisbsncs ITrrrctnry, rr surnrnon7sd Norm ,t► �Chi�f Calor fdarioafrd frum proc11 0A1/ n thcl PA WV.- � � dia (aid smailtf) pieta, 3/4 hr fur 2 in data pipet and 0 hl fax ppm 11 eonl/hrt'1on Lith •tall Nothom A, t'W � Lumber tx yvwnorf sublicro srrih finish flan d qoM vi amibblr. f►pm Indurtt rnonufaciu►er. ,^.allar Ilial ber ruin ' Insets than ^ in. Barn the foilawtnq typf s Of ngnmtbdlic pipe may be used: N1) Q"Gem 0 OF isrrhar, plywood or � is� ", an specified in the in dseP at h a moo 1-I; r side b,, Z in iwty onrhar tabs 'or h " t�lbfilt (ftd� pia Schedule 41) solid-ray; or c lidor core X11 INC CP 44J 50J1.5CPNI 444/2' a CP 643 110/i' FimAcip CoilhT Wolidual Flow-Ceiling Dterjn. "eetafpulnr cukmt .n flatrhnq io swirRfnerte 1c floe +urfece. Roidinrr tabs 1-1/4 in. I+idt by J,'4 PVC paps for sets h akeehd (proavlet w atshply) or vrrtsd (dram, u[R}D "Hearing the UL pwitifaaatbr. Yo:lfng be not d m bj 9 m t:utteA Ise be pobiud using ars layer ref in. long into ►sequel opposite C1t arldw tabs to folded Oil digrtse a cont) Miro; w{s n min 3'4 in. Ulid �yrrot►r, !rlffl 1-1/?' h. bamlr and eider thin Louhards rile pipe aortae• to maintain the wrilor spcce ctourcl th! IL CIMlllothe Pao" Ci.+ibde P" � SOW? Vr pipe for in tilt cutout in the oortng. Phtiroad p�h sefsw attached 1r,, pistons p* and 10 retch the RI fnate►tel Collor secured t4 the surface or in closed fprocstr a, fait►:;? ^r `-!,,L d titin, eottc a ,coat) ppinq of 1-1/4 h. long weed street speed mbar 0 in. O,f. Nas darn floor sit^ wall wells and rn•hess a1 trwiry- ocrir anchor lib ', rr;-, eytllomr, of ap•rr,ig iia 2-1 r,f in for dram Piro (11un .5) Mas dhnm sat 1/`7 in, sick slamdses t;dssl htsr d,,.Tp shell be stcund to the crallar [!(� it Awpit�fbs bAndlow�[gn" M *0 Schrduin to onfid-mro fir o ont!Ig b 4--3/4 h fol wte'rt opt (It= Z), rrt ttnd-�nefe. t IREJT0P eallutrs an � pipe toe un 11 dosed (proeaee it stppy) or worried r 1r1el kkh Norm 2 by 10 In. lumber fol•ts svovaC 1r In. OC r, RL Melfi •r t3•ldy MtteW - h4sid - flim Jj4 in thiclrnea of (eirvin. arosls er r•.$' piping syvrbRns we!th MRI 1 by 3 in. lumber Willing and -14th ai. firlpltoplYld. nil malieil npp4r, 'stMhln the annulus for the sbncl anti droln pl^ SYSTEMS Q rhm r%ANt k Ree 5cheduls 40 FWP paps for G �e (1 oW Nom 4 M side by S/0 in. t ild• ae epov:11 led in flush eRh too surface of floor N. mrf J/'4 P% thi firm of IiI frrateriel dote in efeeod uaate•tt v sinal;) v vtntrd (dhs11, nits, or rent) the Fhtdi.+dlrnl flaw-Cairing Did n. Walbasrd dbati atiec+aai h applitd 0min Mte annulul for the luck pipe. flush AA thy. bttflanl pfylrnl system, jnielst or vt�w-otlocnsd It; furring chartrols as spERvid in the rimae re the hosts, tap Flrvhr, r. min 1/4 on. cnwm of F-N motional M hd!►ldutl Floor-Ceilirhq Dselan, be irsldled nroure rir penmshr of the given peps at the top wrkns of the floor Fill malwita to he installed to aon11010 y 111 the collar 11 1 001�1AN01p11 at�lrl� ON OF - F5611S or FS-ONE SwIc"t .>* KA hit D"tur 4 4d • e►r a•A+ntlfre lea a"�e+t J I J• 4VT p asle6•ft�iMR� M�is D lAwasui ift he rolerslliM l� hL Istrh••V.se ' Well I 1 of a Date 9/14/04 11:16 AM 1 M� a�J wt• r�.m�.mrs�w�r�-rm��r��a-sr�.�� sm Revislons U.L. SYSTEM NO. FC2030 U.L. SYSTEM NO. FC2050 NON-METALLIC PIPE THROUGH 1-'HR, OR 2-HR. SOLID NON-METALLIC PIPE THROUGH 1-HR. FIRE-RATED OR TRUSSED LUMBER JOIST FLOOR-CEILING ASSEMBLY WOOD JOIST Fl.00R-CEILING ASSEMBLY — o No. NOT TO SCALEale '— ,iw ^-— _ 4r NOT fG SCALE Phase CD _prawn By _ Fratks� Computer File 2350.206.2 FIRESTOP SYSTEM 9/14/04 11:16 AM Sheet 's t t i y A206w2 ®t,:rtpyrlght 2004 ---� Pelid Franks Archltecttfre �,'_ .. ._-...__._.�_.., _-....._._.,.........�.._._.�...,..�._____._.�._......,______-_-- •-- _.___-_-.•-- __-----.�_.._.._.._.__ _�_ _�.�. ____•_....,..._...__� .___- __ ___- __-------' -"_.____..._._. �....._._ .......�.+�,... ,,., � +mrd tiw,b►wf.-rrura.`•%�r+e i !! lit I I I tl I IlYttll Ij I;ll 1 !1 1 t I f 1 Ili I11 I iI If IIII I+I III! (III'tlil IIII IIII Illi 1!1111111 Ilii I II Ii I L ill I I III 41. Ilion LFA-rY� cm I ( I ' I ( I I J t -I !� 0 l A !J 10 1 t 12 13 t4 15 1-7 is fA 2.0 21 22 .23 24 25 ge Z7 310 r MIe�I Cm , r r �6 a F r - „ s . a� >.+�:,. r ._r .,.. - •t^his' ,-i,, y„ ,yy,'f�p�ey i A �x i P, S i` {I I l 2350.206.:3 ►IPESTnP SYSTEM Wednesday, September 22, 2004 / F3.12 AM ._�SpUm No. F--C-2050 -- y^ S — Brrs No. F—C-2061___.._..._.�.�...._ SyataIrt No. F—C-2081� � ` � n No. F--0-2126 ' . 1 RaflJll�a - 1 ono Ft F f top - 1 aid 7 W +�400 � } T A ft ■ 1 i* Y wotiAp l U" 1- 1/2 1b _*_01fi po!ioly�l , and 1-1/'t Hr Y - 3/4 /, b 131 W s r cc 4 J .� Q �. 4 Ld r i 1*30 04rnac rtkat /fallen) flrMr`1M1 4N► does fur" irhAelol prisroblu111r b am )Ab r wtvaer Aat " elaxud lops at vdtnerr/ IN 2 k fh-oalerl an fietltp dirt A *red 24 it LC- Q Oposm ibWO ►Wean 4 R Miiu by 3/k on, 11" • apel'IYM IN bfre rn11111111011Aoat ibar-tltieq 111111111001- FbIR 1p all teefMd naiad 1s wand *w Ilaocd brae (Y to O rvvNd ) of Wiirterd j = T_ >L 1--_� �•` --•.�_•� ----.... Wear-awatlerd a lenkrl rlrnnwr• r /T�•P ` U G Glalr 1111 I" y r ti 'ler 4tM+alOWI feral ra r eYr al deaati l be vrAld F%" WotmN I-.rreiuP Coli,, - As an uldrrwte to Itsin 4 fillet rich d 1M subfile car : !Al WW rARdww 10 the WW WW ilial ed IdirWr BA4A i norm 0uWa, Frnntap WIG( 001 be nYklled m araarautn ive ft �� 4 I Ile Ill Fh► AoiYtrolofe UrvdW oral tie/ Wbw this Mb*q amiMvIWWn liMMteer -� cc @=,,T}tonrnng I Ashegfon riatruc/ronr CWlar to ae rnetalm un► rtdre/ A Tri tYer 4 dle�r �� oruwd ins p{M qnd vocurio t unlsn,as of floor uarnp the WChe► r`;, Il Race erre 1 `l 4 at #row pbl♦Is hebke pia lAed 6,10 the rive. (YlRlmum .� oncoor 1"W11103for t-I l? - �_ L. TV 1t71io Do of- !asp pAO i� corrfc of 'Ota mine 1 cal 4 N &Nbr 111114111112111, 00 dm d grid do p.* and archer hooid for i ofd 4 ,n dram OPIA) � � � pa�&�d -'/Y I,s The ondw Ill we to tee eyrnmetrcalg� ndalld end eccured 'to t o �. !1. YMeirrlwe, opM. "mucor sf tyve ON NAM" Met w 0 oyoaNlaal Ir h-�I" ag 1. flaw-°COAX Arwrriwr Tba to 1 (v fio*�AN .uh a 4UMA 6r4M jroirt Rule-y.,irp,4eur with mm No. 11 ruin S/4 n long road serine ontl }brNdw GROW* I14 be =%bedclad d (1re mick sed in Miro nllaotW apalitad !n to b W.ad roen«s A innote%v-p�trrbetrba i t in Aar► vuebta ll slildill SUU I WW ler Mee ti dwed im scoss nom•-(Sdilrey ocnow in the til Ree (iaohwrhor 0►wbxyr. ,loo r %tt►y of tdw Ka! iM;t.11pI 17fli1M 19!1 W 5 Tial A-A (�w a; +w Irl rr rwrlmd !aroY,, madm « ret: tiMb1 4�+s ar.. e! garde Maw/► tdnrlr9 ff.Jl MC W 643 t qi t ti n, t:P h + aJ,a ,n ,�. lel+ go;J n -- --- - wow reed c r, I& sad ttp 0*9 of ebeee Wall W W me 1-1/t k ro M la 0*«I ww Amp � r a be tl.e d Mal Nle* W4 o «w awl rerwllllMilam rte tpertertol � oadallJ�f►�tteot„rea yr tiM 'Ylar a�t�q uwwe0hr �e wlr,nalMla valoh! ar CP 643 110;'4 h filatop Color her W.h 111re it tiger-Wliliq elaao'w /h Am *Iwm tires of pO"W e~a11+W allh $tiff 4W d kjrw, p"MW fir Hope 'tdcerrnq fr LL Cksalhcotien h►oAieg It taobl r t7oolM/ ldrleF - lAdW W V4 R at I!MdON Oft "MUM Toppfnq "-0 a apooftlod A ttw 'NcNlidll+d 'leer-Celllllii� I*ti Mm dllotn d` Tarot Paul Franks Archltscture 1. Fiver i3a/►,a Awnnriry l►w 1 b Air 1eAttF efald a Iruwed►,mbwe tMot fluu -omlhp rti� Mall No dA by adow d ber end a Mb 1--1/t M, Wolmee d N MOM 4MIal tf W NO mrt� i c ,�� , 605 108th Avenue NE rich dk� Ota Miller,Wiliam d to to Suite 222 In vistalila it vt ra ruataft Incl Ir ft MOM Waft in ft 1""04111 M-U t410 lAo► W COWNWW Di"AwX Nllod QW6 %m IC 9, dee4 (of /agile) ,/rte. otad o/ WbAdon Mbm dw AW 5ellevue. Wasningtan 913004-7613 biga In ams U. flet. porMlttom Uk"), Tho I IN III-nili1 tared 0A raw-*&% slrerrlb in taaetAedied of tftr rrah1lWr Int k tf+e ►'7-c� wlafle4 to tofAI� ha JM 1:.71 v M h AD It r!F AIME saw }ill► arollm w 96uc�rd plod Mnrtwd nilh 1uil�lrrt as +�gM{rr velli %,A !1Yata�,A ii .- &0 meta rvlM d #bW% No V mndloe0ep MIA" C. Farting Olwicfi (W Sl( W) --- i%dharft W11W 111111111`111% Wkbd pd<FWf(to *r ib Wood Teiephone 425 803.0792 I n UL Fire Raimoro w Ibenbry: the 1 1to tlr 04 *4* *Off cal to ho►-imN R ad oslrlr'vi Ike qmr =Nltlmrrllr, fak'hm s Mn fwar--adne tales 0% %n b� tlluheorQ and Hoed #& (W tilQubrr6 741s ir11MwIM Flolf`-OIiFiAwp DNfi�t. FAx 425 803 0934 eulrnord WON +llAhq chaorrteli rlplaoad ma 24 h X A ire+Mq 1pr4rm 'Arlow « pilliva! *After Ab tido tide or hew, otyaomre er ►doer 1101111111111 a ORMW &0,1- %in 4 R toile by S/8 'r tf*x eft isioutft IF ON kwmill Floor GII'Iny loonier afiesollillijf% bet ll AUW nbr,__wQrq 004L It der, u file@ Gores" If 1-1/1 ix )**L ftimmill aaa" to atoll,/ )*b or W49 vOgoillia a r1040ad in to 11011,A- N, L WW daiiw ra t le Ow-eia1t1 6v-aAV atlwdsis, rKer, 10 w dw! (or dopa+) 6-dw. Oleo 4n-CAN t9 '�fqa ,q « amaapilha a 6*6 are! eleellet WN ,a !Igm 004 It W kha im ' gobtdlk a rer*,1W0 • mid ob *As Fee F lir tile-aidd /levee-vft wwarla., nix 1 (y to IIm 1ifirdw *W -� •�/,.� yfuad 11 la, X tail+ nava i by 3 les. terrtbinr tltuglflp end s Irl ialq}raL `/, FRANKS r BEILEVU€ , ��verree.�� awedrw4 � �r 4',rASHINGTON +1tt; Y alaww Now to. am a A ailsle!• tPrelei l 1 lop wllallor lr�1d 1 des 1 1 1 , a a 'y 2266 Al OF U.L. SYSTEM NO. FC;2C�50 U.L. SYr-s EM NO. R.02081U.L.. SYSTEM NO. FC2126 -- NON-METALLIC PVC CPVC ! ABS PIPE THROUGH 1-HR. OR 2-HR. ON-METALLIC PIPE THROUGH i -HR. FARE-RATED CROJJLINKED PQLYETNY!_ENE (PEX) SDR � �UfL OR � � -� SOLID OR TRUSSED LUMBER JOIST FLOOR-CEILING ASSEMBLY WOL JOiST FLOOR-CEILING ASSENIRI_Y VENTED PIPING SYSTEM THROUGH 1 -HR. C R 2'-HR, SOLrD &NOT"TO 9 �R TRUSSED LUMBER JOIST FLOOR-CEI►ING ASSEMBLY ___ _ 1 0 SCALE �� NOT TO SCALE NOT TO SCALEC: Sim Na.�F- -2S?6 Sie2 Of m No. F-0-2126 No. F-G-�3012 w ttsm Na. F--C-301 F Nr- kv1 ad 1 F i - 1tlw2W on 1 N 1` 1111109 - 1 dW 2 * (�w-tMrb 1} �, Er! E16 �•"'� 1 -� ',fid bttlld 1-r�/4 61' � T � - �` SIM 1�4 let } � T 111 - ! t#1 � i� i ball 1� � T iia � 1 ad ! it Melt 1 Cr0 C.r,trtrep 1prstrift (Not from", avW4eet, l awl rumant g rlate;a � 110 perprrd,cuicr to fond poh. ts►vW first Ind r,ecor r lawiw nr ,ral,neary E 1 n ? hr Fen-rMW 1leosy y 17jrrig •,honnole Rvrsrr r-M '4 -1 lel' Cd td a opm Moo Nom 4 R rids: a, 5,d .n thio co i"Mr,til .n Ot Cz indrddual Flag-Ctilhl Dalian f-rV IQttir 9 raribeord nailed to read laille. t✓ 1 � triol, The flo%94 ns.4b h rot d ke tow* Ilrnlerr� 1 or 2 M *e-fww e qWk AlrDit. Wr P1t Ilford +'�:►tr�^ oe�ltdrq dRtlM 1011 Aloil 1!e JOn�'i+dadi ;K t1M 4 5ecutd Wyer j? hr fire•rated cewmCly) u• ,IdlbtteRt ecrre-rtivorwd tv � • 1 �5. WaroW11'r RnIA1d In Do 141Wng llpo Ord *W d roincirWI& fllalld'1;' taow rrmy ha Wand A � -� �`� w chv^nnb � P ( � 9 r Tho M,clu eRltrint Quem .1 MOvl ere roiAAd th ou h afire-rotm (n d 1bllAlfif! arid ie tllm "11oHHttlr a.,ee11'red i+ Ibl iar6du10 � rifts >r611 olid F'fr6Marr � % lite iiL FICA IEeelvtonma Dk,edery rand A-.Ii incfbrde No IliA lnl aorlal•eKlllorn Ianitawe A. Cblorlaa M FbA,4q leo Warn 4 in. by 4 'ter. try 3 in. (or vira,llm) SehvnIA 40 wN ^._ � ` trngk, double er napped woad atud,gAmm -ialboord CNIChralnftas1heg Ia � � 06 � A fele Nen 2 k7 d k iwotM OU11i. on PC �i� lel, Mx me 1n otaad (�ar'ociew ur sup(*) 0 vfrm !Alttn, � as -AnR � `� � 4 � frm nill roVdiicnt with that et the fbor Ilii nq =111mby c . M d f� lienee !J jug P F�r� int / �,/ #011 br conetru�sd of the wdefelt and in the meaner e*ifed in lht indvdual -3 G 111, 26 r• ODO Was Fall QM Partition Uaifrte .n the CL are Rmittonre Dli,%to�' a+d G 'T (,lerte lin rlaerfzi bila plate ehoi earorkl ref hm rrir15 1 Oy R k itarokWr Orbe► lir I Ch6arl4tiar FRdr,d•yl f?iorlllr {(Ja11C} Toa Ewan A In bjr b 6. err J i+. (a aHtallaI r' ,�' shell ixlyde the toibrhq cWWrXtian fell RS ( I / ro G +loin d t it 0•-1/T iii =17 WK Iwddvpna in for tm in � or ail") or Yo" (01,41% alaWla a wR) ��. +i .t'� A lblM corn ^ e 6 in a Mu1Me feel ^ by 4 h +un,`er eoad� Q CO U Ill rr, dro Wali im t}e, nurnir d bworo vnrl tatenow I!x'I In an apaclITW In point Wlrr%"& � Mull w.d RtrtlNan DO � !YI iii Nam• ? by 6 m o+ pnro!lo! ;' h� 4 ir, lurntwr pinEe� lq!d!y � L i G.. bivAW C, kroollftie 3!t6hWIcan 9tp" (Abfi) PEarlllcinp rem lion 4 0. bq 4 1N. by 3 h (or ed+votlrr) b" r— J. F44witA-10, Palntltltimikv ON naW 11; priDe k bo iMtdied d" %Ircwtia* or w.�rtII'M,lr 9tfledcde � eai! oars Ail1 rodrxieeq ilia ter tie in r�ybcat (prgcalfe w elulolptq) 4► rfr'io[r4 (ero� � ti top r4eh 'he ccauNa top Otrta ata) tsatue►t d lees Warn :' br 6 in. v � hnr e11e d ponelrl 2 by 4 ,n 4rrnbv donne, bpt•My buttes Aior d�nm of r: ilk kfl11111r P�DOa pipe 11dt1 '}1 ft�i trio,/ r - _fit , 2 �� s aW� J 0 fr. 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(;rvcblfla ar er,*) dr verde/ vicialip. afaa a +std;) 004 WpWtaN G lary!cudtriis eAtwca a *mw (01) Pio ►cont 4 in. by 4 & by 3 ie. (ar vm hr) Sahtluiti 40 1, fkar-4,YOrq Nraalift - The, t hr 1r.-mW odld x U,issad lur iW, Cort oRt�b toom rralicr!v• oftf I,aro,rryf Chbnds rl"14.) ,sant 4a itmvh UrA, rtnraWk p)* to °la etWI vw oo* Oil. * Wh'tp wow, Pipe ba he ?** apo w oe*r em AIM ralAlel 4 to tar um in alaael (prti m w a**) a w Wd (0mrifl, flow--crl'Itq veirmb:e *oil be conintucted or the m00ellob wild In the 9 Ma• D/'C 011� t6cphera colla dole PO4mopl chlorl" (f'-,rC) rtt lismi trplct4ed In the IndA�lual L5x0 IvIts Flow-Gell, Dad ev in the 1flt�atltred r balite dfira d thea t+ilar-el1llAoq �aerr�lr�• i#ft abin of 'beer M 3 1/'il let• veMire err r � a fr)dttin� ro � OW titin d ne!trmr"k psr�anb ler! Eve WEA � 1*9 WAW UI lire Rtreietant:I r11rKtofy- The hr fire-ratad rood i0i7t foci-eeling C. Yen .^,C Nu, 1? 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' � *) ) PORI �m } V a" Ilio anrtuiw lett be *A tlib >1n IiM oaf�e � � U Yth .1,'C vnth grvcnd Na 2,tJ AWG ulumnurn nr copper type 5[)r aoMl � ��lw" for un .n cteod or ter er oer+tod �ti Wnethr rx vrarr? h1dr1� y' � 11M f iilaq of Ne ri►eatCp eyettm b equal M the ratlrq of the finer-.Se(lina pith pofla,Inyl chbtide (POC) irleuhrtbn A r1al�Itee A ION s41etr4oF tflrrndw wo b w#Amd vtft the >3roasrip W3ri1R t11a I/Mlr RIS blip 1 i► Mla1 d A ttMhMtM auernbt- aro generd cvref lion feaanta of the f letx-Csling aeevrobly are , ' 1 9 oatatl pa f2ttarlM ita+n 3 in Iliolteeatw a replebielr » PVG MFM alraald IM pelt w Mo mm dtf ve ahmmorded helmw; L ila•: 3 C with ground N& 0.�b10 you Jv cahle 110 polpkiil Ch!a!de `` (�� rr QW Mttaet { l 4ir1� d 1a 0*11li110 d ft (MN4M tri• A �bN '� 1_umber tr pR mf4 110*0r with 'iniett hoar of lufter. (°JC;• r uktan F f R E ST OP tar we 9n ofw w (prom or sqW) er mall (trop+, givA6 or tt4O) tgWilrliW. A W CW4fWW 01F1i1C21S CW or AYWJA v Omer 141,44 uftlee as spooned it ihs I 'rhiudf Flnar-CniGnt F iia J,•C Nip 1" fA WC I9`') calls with p oinyi 019nde (P,'.) touisttpn. d ip W a01r6t4 t>rWItrIM epla ik r;Qhtltod A* 111a*MW W U[ -- rill - airr yerdioel ijilMmign Alar mare of "nnmq her 1 or I hr oReernlWy is ` 1;'Z in or 1 F>A 11d1 «' DeN,1110 00 'Dwtlerlt Min V4 in thicbnras 0 ru rmatwtd' SYSTEM-S G 4tdylb+Rblle &W" *pa ow iia %" S %1 an (,aa W Mlle) ie"it dl ,ail" care �titp INo U1 CbecoiRrae" NZlr , in., re pRdWy Pd 4 �+ lhr Wf ka okwM (viccllMf or ) or w*W (sit, calla a vv4 Mit &yilliv- 1, a ted uRfh,n tar, eroppr1, 141 with top uLaaof h 4ear r� Hutu e t dAn daeff�utose paint tawisd W1rttAr � b ai� allltlt MM 1TrMhp rIMIMIf► P. >Nfal J41Mae F� 1 hr tin-roMd !her-robing awvnM,n/ Warn I�n d! fill rnatu�al alto epprad 'u1t?tih 1>W an!tulA o1 Iht rep plate, Avt� uitr dap ,or dvepe hamper, tied a :orrbhoilen Iurnt>'er and AWI Ma, bettor v,artoer: of 104W top pinlp trataa Ot Seallnrl/mild tlarAtae• oMh hridglnq aI rubel WW err3t 1911 Cdltun QiPmm W r? Wadi 11rWttopped i'or C h Ory iatclil fluor ciliring oteembilea, nom 71 t►r of IC FS/IEA Wuffl or iS-1r,e Smoln,d iQ h lanai« joMi opened 11 iR. OC vRi nnrn 1 4ay 3 in. lurtttq► 'herring the 01, Omwi-ntinn Aksrivj M491np erid 41h wdbe 6redoape6. �......... ...�..,- e r " e�rd.r1�Mui K Oa'1'rr r a Mrrrla�4� k �d -� �"v' r" �esh"r'� ��- • Yrwrlriint iaM�`he: � u, I,l�a iAarloha d Illi li�� `r sieNSlral Ilia M T91�1i1V dr11I11111 ��M Clow , 1�1�+11 aoloRew!n, oleo C I r t Uate 9/14/04 1 1:1 5 AM t t'aMlel►+Asallla erwrfe►ass I M a orir 11 Revislans I �. IL U.L. SYSTEM NO. FC2126 CONTID U.L. SYSTEM NO. FC3012 - ► N4N-METALLIC, CABLES THROUGH 1-HR. FIRE-RATED SOLID OR 2356 PVC / CPVC / ABS PIPE THROUGH 1-HR. 0 2-HR. SOLID OR TRU;'ISED�LUMBER JOIST FLOOR-CEILING ASSEMBLY _ TRUSSED LUMBER JOIST FLOOR-CEILING ASSEMBLY � _— ------ e"�--� 10 , T T� scn�� 11 NOT r0 SCALE Drawn 9Y- Franks _Phase Cb_ Computer File 2350.206.3 FIRFSTOP SYSTEM 9/14/04 11:15 AM Sheet A2063 --- - aD copY;:.+t 2^n4 - h - r 1 Paul Franks Archliecture 'LAO ,� i'1 , , . i°�• � ;t III�rirl Illi lilt II li I 1 1 1 I II 1 I uli 11l 1 II!1 11 I�i II rl III 1 11, Ii 1 j l II I Hl I 1 1 I► I I rill lin n! 1 li /111 fill lVli ilei )iii fill-flit all nu till ill i11 1r�i, I1 ! 1 i1 1 u i all 9 r � 1 i Illi ll14, r is 17 li! iO RO 1 3t>$ >93 d a Zb A'T 20 20 30 � 'ler" q � � i,:-,•: , 4, y � '� � •� ,�" r k.k"k _.... •, ...,.. „avlu?� �ti' �'x;,;,rnyl3rY rni n unr:�a •,.. .., -,, ,:. , n.;,; i � A - �r,,• - i.�►a,.id.a. ..-...-._�. ._. ...._.. _._...._� ... ......... ....... .....- _. _ _ ...__._-. .. .. - ..._.,L_ .-..a_�.._, .�_........d.,.-_.... .-_...._.,,.. _.., ..o..... ... .,...._ .v.. .,.,... ...__—�..._,,.. -......_.__ ........ _ _ ..._.. �_ -_..�..-...-_,... .. _,...___....,- ...�_—. ._�.___.__-_.-_..-....._._....>..�_.,_...�._..�.-..�:..._ ...,.•_....a._..1.�._...�,.-._....._..........�_.__.u...:_._.-_......_..,.____..._,__.._..,....y�. ....,.._.,�._.._.......-_......-._.Y.......a..4•. .- __.._ _ .. _-....�.-,__ _..-.._ ____.__�.—_ _ ___ _ _ _ ....�_..�...�_,._ -- - _ _ —_ �,,,,.�._ _ y r I f��t3 rct.7 .. ,.. ,. _ .. ....x:wld.,.v.iwJ+'v.N.mx6iu•.wws.:wiYuaur ae.,u.rswL.J,.r,..6.:.�.✓..p+wm+a.,.4�Wd.. .,.•..'eft.ui64:arawuV+ar.ww•r�_-Ia�:G:n,w.:,,-.:..M:,7.+si xu.:...',,,,.dvti„n�e•.uanw,rrx;«:.... .. • ..Y6rbw,;nr.uw+..s�.duatrw:AW',a.�.,wm:ra,.d�+:.r+.�++w¢:w�'wr,U:4n.Sw.r-4d�..tic.«..::.�w»..,,�e.:.�.�. ,-. -� Y,�a�aws ,.,a:.,.,,..:......,....„. ....,..,............,._...,..,...r.�:,.�.......,....w:.:.....�...,.W..,suw.r...a.+'w.,..d+.e+:.n+„•.s.w..,,..aw•.r„u.u�u,m S 2350.206.4 FIRES•'OP SYSTEM Wednesday, September 22, 2004 / 1029 AM LJ 'f cc F._ c� Li i c� CI <L Paul Franks Arch!:al:,-ture 3805 1 081h Avenue NE Suile 222 911,evue Washington 98UL, 7613 Telephone 425.803.0792 Fax -1 5 803.0934 FRANKS 8 I.EVUE, 1 2266 f Construction Chemicals- Firesto .__ tang C: 6.2.12 CP 617 & 617L Fire►stlop Put#y Pad �. CP 617 CP 6171 Tachrlic/al Dat.] CI] FirGstop Putty Pad CP 617 cP fit 7L FirestoN Patsy Pad Product dewriphon _ _ — ; . ; - s I .$„nlift�"s rul Itrt,i:11 11Irl,p i1;ff, :l••II►' i I11plr J•i , E C 1.1••In, 11•.1,,:x,,.•,, �._1- _=. �tt"I M__w'� _ (L Cd Product feahrros • I tllethal►n - ��. •- � Com.., Tested in moord'anoe with �:r� _�S ' _ � �, - :� Cr 00 E ,• fir_ o > CUAppowah: C • Q � —ILL InInstallationrnstr;_ctlals tot h17 C/) �� tk I �r}► —A L L 4k% *a •/•••r •r llt AAFR t1 , � .•.., . 1 r rp•,c Ir.1•.. -q•1 1 ANtIi•r11fn 1,1 him 11-P pliRf 1: t•111• qM•Y M1d', r tr:d• , r e'' '••',i•.l .. FIRESTOP Is'!a r.ltAn-,1 +I I t h—till,n, e Alfrort pN b I1M ,l hr t a r '..1' SYSTEMS e, , „r ,• 1' Nlrr d�r11v1 n n+tllnl 1a t,tr + , .r•N t , t�,ut+ .,rt•t I•rMN•rle►'y1-r..,hr •..•',,ftl .. t •t • L+•• ,: , t ttrltgl M+l y r•tdMlR» '�-4'1.r1 nN•:t• •. U• ',' ,� , f D 611 p+1.t 1'evrh1111►,;11r•11614.6r. ,,I•,1 t. N•: n! ,t Ian l ardtlrF''Pr,,snUnttVrr!•:�ra�,lo IN• SIN"w ( p��Chf•IY4�dil.l�s,tdlthntll,'z F••i•A,r•.:Y .1.v 1 1,•'I' , 1 1 , I of All l/reip.tttt.•'101j 40 r5t 111"V6,1100i A*>tlol 1: 10.11unti f .•,,,1. �I,�� Iu�Mp�e�At•1„trsttr,,l.A.t:.1l��..1.t„Ir:>•. ,��e • Ci�KIrlt�ttrpfl+thl•'M��.t�r+ntr.�•;hd./rr. , if f11 MIh•;it•dr:lveV.fenl '+nttl.• 'p• '1 L, tt•f•a+ t ,yuMt' Sptnff 3+tlf!:r t*•'.1•If r.-ori t.f,...t ..t,.,,a it 1 ---- hMtlhl n11lt,+Nlr»hrt,t^lsrt'.t.f.t,I'am'ty.•I•., ,1' t1 r• Dst9 9/14/04 10:41 AM Revisions -- - CP 617 & CP617L FIRESTOP (PUTTY PAD - Job No --� ---- 1 --- ___..,� —_ _halt NOT TO SCALE Drawn �y_ F►r n” _ Phase_ _ CD _ Computer File — 2350.206.4 FIRES"rOP SYSTEM 9/14/04 10:41 AMS Sheet LjA206A ;��.............. A„ ®Copyright 2004 'Y Paul Frunks Architecture ut:, •Y ' y PL .aM� Ait�n'�I�.��'ib4�aR7'IIQMMi[ii�'k'E"�,yxM0�hllliltltt �,....a+.....w.. «_....--.�_..,,....��•�.�.tw+t�w.�r�M11AaRt�rt�w�o .,..•_.�•-_.,...........�...._,•... !tMr. noggo-*g000lOWA NIPPON "NtA,IWI,I ,t CCa*btri 1 dI ll I 1I t q f f !Q 111 .EO8Tls7 1 14 20 21 22 21 I3III I112{II4II, I 5 , I I2QII 7 ES Ib Poll 1 t � { I J. ez,}1Al1.OR.vtlk.4r�4M.4vNn0.,..w• .. + (::.� ,. �.•.,. -'. � . :,;.., t. _. _ r•�,ar yam.'..:.....,.:u,m� ._ •..raa•.•m. a....a<.a,.:uw x,c,. - �; :a^-"•• w _. -.. .. _ -... �:r j b y i I F { _ T • f , , i f Ilk r , .ti:" } ;::+t4.. "'x a..-,• _ ,,. ,.; ;^ .,. ,y; � , .. a. .n».+e�+rr+,•,�+..._.,,r,,ws.+x4+o.T f'R7!*"^•n'*C"• _ ,L' � � t b,. .�:. crvl rT•:q.rp,a� +,, :'. ,. ,� 3e}v "�:,, -:. ,�.^R "H .r, ;'v� i } .5-., t:.5 - � .._.. ,.. _.._. .mysW,•.. ,,- ♦ S d i r R , _. ,1..;,,:rr..+st..,fs:,w:...:,w' a..ti:a wf.....dxx...u„„ ,s:;a ' '' ' ._ '., N .' ., - - , a ,. a ..ri.,,,..,.a.x .,5 - R..s.a..♦#�.WCrrI+eWNw.. '.... t 02 ; +/))) _ 31'-611 LEGEND 1 Pt AN. C•HFCK 11.2 04 \ -_ _ 12-7 1/4 18'-10 3/4" " ----. --- -,�-___. VERIFY BATHTUB FRAMING DIM. ` 8'-4'' 4'-7 1/4" 9'-5" 4'-'10 1/2" 3'-2 3/4"-- 3'-9 �/2" 5'-7" INCLUDING GWB, WALL A;5FMKIES UU '( ILING A55EH LI :S � -_ --- - - - -- - - ---t--_-- _ - - 2'-8 1/21, Ol { 2 12"we 15 ALL 1 ST' FLOOR INTERIOR SL. SS ,i N 0. 3 2'-7" _ / 77 75 1-NR /ALL. EYTERIOR WALLS U.N.O. � 1-HR A.1 2ND dr 3RD FLOORS U.KO. CLEAR 51� 64 45 33 ?-HR 61 / 54 - 78 19 2 c 41 I 66 53 65 45 42 IN_ r. / . INS , Alt- 1ST FLOUR STAIRWAY SLABS U.N< \,J / \ s _��` -0' 1 3/ AG02.4 LU row ALL INTERIOR WALLS. U.N.O. 4` ` 13 - _- - ; - ' "' A� 1-.IR ALL 1 ST FL OOR PATIO SLABS U.N.O. I-Hk ALL . ND 6 3RD FLOORS 1 N A705.2 - - - - - - - - - _ 0- _ _ Wit `�✓ UNDER BAThffUBS U.N.O. - 92 ! 71 s ,. INS - 2 6 0 0 r ( �) 72 s l! �"- 1QS LECKS & ,_� 6IRA6YS � 83 �% n; ' � 5 q I tJ f 1 HR ALL PARTY WALLS U.N.O. 3/O I - I 'p � �? e/ r INS NOTES 84 NR 1/A801/ _ -\ SNR V3/0 g7 I r 1 9/AKI 74 REFER TO A2U1 FOR ALL NOTES as 4/5 _ „ 53 z/AeOt I 32 SH 1 ALL 2ND d 3RD FLUOR DECKS U.N.O. A J1 �;, A7 3.1 .4 0 32 55 �� lQT I = "-y s j N. �� ' ` -HRf ' EMM 2/0 ?fly 95 . _ 00 2/1 94 �A70S.1 .._ A801 REFER TO n801 AND A802 M 36 STAIRWAY 1 ^+ (; `� ' 5A - - -- - t- ALL 2ND d 3RD FLOOR STAIRWAY A802 FOR INTERIOR ELEVATIONS `� n' - --- , , , , ,,, , „ , „ , , „ 5 /1(11 i ✓ _. LANDINGS U.N.O. 52 1 Hk NR HALL 62 C.. - - „ e 11-� 31 M 1 HR A 2 A70 .1 k7 5.2 501 Nk ,J -- -- M �• - • • - - - - - - - - • - - - - - - - - - - - - - - - - - - - - - - - - .,, - - - N c TYP. TYP. r 82 •/� 21 / M STAIR , N �/ •� I NR N PLAN I , a' 7 1/4" 8'-6" 6'-8 1/7_" 6'=1 1/4" ' UNIT A 1 . 1 FLOOR PLAN ; :,, -- - - - I LIVING �'� BEDROOM 1 M Paul Franks Archltecture FOR UNITS FACING A PUBLIC STREET, 1 1 ST FLOOR A PUBLIC I 31 31 31 c !� 3805 108th Avosnue NE ' GOUR Lt3CATED AT PATIO - ( FACING _. �,� -- /6 O F.0.5. AT 2 X 6 ! Sults 222 A703.1 M Bellevue Washington 9800478/3 � J { 2., EXTERIOR WAIL N ' ' FOR UNITS FACING A PUBLIC , L vmIttOOII11 STREET SIDE) HC ADAPTABLE Telephone' � ' STREET,DOOR LOCAIEC'AT N p une 425.803.0792 A I TYP. FAX 425 903.0934 � A PAf10 ' SCALE: 1/4" = 1 '-0" G 2 3 ' ' I , 5 A705. - - -1 - ' - 2Ei fYF. A703.1 3itj x 5/0 4,'S 1HR 1NS 6/0 x 6/8 Sliding Single Hung,.• ,, (-` " - + _ � A703.1 � � � Glass Patin Door� - --� / s / - l� - - - - - - c. - „ B 5/0 x 5/0 , B 5/O x 5/0 I LG.T w •I 83 _ ' ( N1; 1. ; �; Hor Slidingol LG. Hor. Sliding < 1 3 y L� g ' 7 ' ' 8 82 - - '- - �" 12 �, 0 BELL�VUE, e •♦ 84 Q SIL!ll;dCE 2,�I10 A703.1 Sri• a 36 1C A705.2 WASHINGTON ' I NR -- - - - - --- 7 - ----- - -SYP o 4 �A703 1 81 9�, 2266 I � ♦• � A703.1 00 _ r-- � 1 4 � bo 0F 0 I g - NR I 2'-0" 3'-6" A7031 t I U N I� A 1 F LO O R PLAN 4 3 -_--4-0' -�. -- �-- $f 6ff 3'-3 3/4° 6'-2 1/4" --� _5,-6•• 1 ST FLOOR .- � , HC ADA PTA B L E 5 4'-0' _ 10'-0_" 19' I 1' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SCALE: 1/4" � It-Otr TYP. ,��- -- --- ----- -- ------- -- _- t1 -$ 1/a _- ---•a � Y-.r _ 31,,6„ ~ , ` UN wrA 1-HC - - - --- - - -- - - - .. t CIA E s ooms 1 Bathrooms 1 HC �� 2 p u Hendca A�-table Yes ADAPTABLE -.--- -- 31'-6" - -- 2 1$'-11 3/4" 12'-6 1/4" VERIFY BATH•fU8 FRAMING DIM. � � _ ul In our Lev 1 _- _._. - -�}.---____._. � . INCLUDING GWB. � N i - Gross txx Area 74 s. . $'-4" 4'-7 1/4" 9'-5" 4'-11 1/2" F3'-:: 314" 3'-9 1/2" 5'-6" � G 5. tori a s. . - - ---- , -_ -- --- -- -- - I� v I twt&2nd CI-G. 11( ata rea s. . 72 12" O Fr_OORS ONt NR 2'-8 1/2" 2'-7" O1 I ; •' C ` 7'-0" CLG. HT - CLEAR 1 r- 77 2 a O �r a 2ryf+ 7. 0.. 51 64 45 33 1 HR 454 19 I I(x)RS ONI r A602.4 009 1'- /4' < (t3 41 66� 53 65 45 so 42 INS _ 5-0 ,6 3,.� 97 -C rn N STORAM n 701, Q) C1 n.SE1 i"� `� - - - - - - - - - 0- - 71 Q ('� WH 96 f A70'S.1�AT 3�d FLOOR N - -LANDING / 11 N 6 t./ -.--- - - 72 3(;" N ~ A 'tS 3.d FtI C- rx)R BATH 1 84 3/0 1/A80 I/ \\ �,, @NR 3/0 10 8/A801 ,r, r- ENTRYKffaiM � - Jk 11 C, � :4 9/A801 74 Z S3 -z/AA0 I11B>INdY • A703.1 32 . - S5 eN1 � 1 1 BLAM MWRY ATTIC ACCESS l \ o 'j U i�l M 11 - - _ �_ - 153 _ 95 °� 216A 01.1 Nil XLCIGOET `n 6� - _ _ ; -v-- - - -- - - 52 fjR hRRAU - 106ET �!+ y `• I 5 - 31 E �3 1 �r -�.---- .. ... __.. 1. IR 6 II GI A7)1.1 J A802 A701.1 N l'�' M E M f J A 504 , „ CEILING 6'-8 1/2" NR N a' r 1/4 i 8-_6 - --2 1/4" -- 5' 6" UNIT A 1 L1V1Nf.;ii + BEDROOM ` LNNP_RpQ>yt r LOOK PLAN ' Lm I M I � ' 31 31 31 I F.O.S. AT2X6 "' Y 2„ EXTERIOR WALL. N > 1Z P .0 y . ♦ ♦ _ 5 A70?.1 � ♦ I Y 6/0 x 6/8 Sliding i I � Date 1117/04 11:43 AM Glass Patio Door -- _ �_ - � � � �,, ♦ -- Revlalona 1 PLAN CHECK 1 1.x_.04 5/0 x 5,0 , 5/0 x 5/0 2 NR 3 I.G� FMx. Sllding Hor. Sliding - A706 L•-I, I.G. g A706 'l 0 1711 ! 1 UNIT Al FLOOR PLAN `-' S TOALAC D In A 03-Z 2ND 8t 3RD FLOORS - - - --_-- - --- - 1 A503 -� - o.SCALE: 1/4"2 1'-�1" 3 3'-3 3/4" 6' 2 1/4" 5'-6" Drawn B r� Franks CD _ Corl;e 1-HR - _ - I _ --- - Computer File 2350.301 UnitPlan A-1 REV N� Al _ WALL TYPES 11/7104 11:43 Ant ' oorna. 1 '• UNIT Al REFLECTED roorns 4'-0„ I 1/A 504 10'-0.4 2 Sheet '�Fj l� ca AA -�t_a fe O tw--- } CEILING PLAN �1°Of a ��an -- 19'-9 3/4' A5Q3 1-HR ALL EXTERIOR WALLS U.N.O. • ---- --__- _._ 1 . 8 1 4-- ---- INS A301 31'-6" 4 3 32 -_---- d_ -!_---.-_--_ _._---.------------------ _------- - - ALL INTERIOR WALLS. U.M.O. _ SCALE: 1/4" 1 '-0" p s. . _ - ----- 3 0 Copyright 2004 l 1 ?� Paul Franks Archltectur►, `--• A503 (-A-SIO3 wo r , , - ` .w. ., -♦+_...a-+- .... .^.w-wil. lt4wwww +-w+ +z .. _ .. ._.--.__ _ l..rpIw.,.._ I� n '�IYMML"yNiWM.YU:YrrtwNf.10s\Li LFOMNLIty TT T8 IO ! ! I'3 14 I il�ll lil' II I I , ! II Ji II) I11111111171ia I III 111111111 11111111 aTR� c m�I I Ili 111111 IIII I I flllll I II t I i i !iii Ills it I III 11 I I I mm. �7 19 19 ( X2 4 9 d A7 A 2a 30 f 4 k. , , r y� C l' .. ,.7 ..,. dF I ,4 r` I 10 13 �7cr�i.1 1200 watts cc VENTILATION SYSTEM NOTES �:.� :- w.•>+� 1 MUM 4" dia. exhaust environmental extlaust duct canected .a,'1�? �J 1 'I I to environmental exhaust fan, exhaust to exterior _ f ii ..__ � �' wall. Fkx alum. duct or 26. Ga. gah.chert metaIduct t It�l l x `.i t} i EF-2 I.XHAl1S-( FAN AI EXTERIOR WALL install in ceiling joist space. Back-draft damper and ��, �i1 ,,IN, 4 , .--` !�'� B 1 f ,e CONDITIONS IN Lift)OF Ef-1 LJ 41 rain hood at exterior wall. n � 2 4" dia. dryer exhaust duct to exterior wall, 26. Ga. 11i %l / L:F 1I �l . I galy. sheet metal duct. Install In ceiling joist space. •. T Back•draft darr%,er and rain hood at exterior wall. , �` 3 wall. Connect to horizontal duct at ceiling joist space. Cp �► Extend to within 18" of floor in wall recess per detail 6/A705.1 & 7/A705.1. 26 Ga alv. sheet nic,tal , duct. + ,,u l , > ,u ,. 7 '(?' T . CC 4 Exhaust located 3 ft, min. from operable window vent, �"I ,r':"' F+•r?' +'' :� -'�' `? ' l lh l l It r tresh air intake sash vents .)r other openings into 14 h., r , ' " Interior. See detail 3/A20`, 1000 watts -f �l • ` 5 4" dia, dryer exhaust duct to exterior, 26 Ga. galy. sheet metal duct. Install in attic space and extend to roof cap damper. Insulate exhaust duct in unheated 4 spaces with h-4 insulation wrap _ I •' ' , t t 14 r _ 6 7" Dia. 26 Ga. gai,,. sheet metal Range hood vent LIVING RtDOM i b t 1000 Paul Frank* Architecture r _ exhaust duct to exterior In Joist space. , ; I 3806 108th Avenue NE ' 7~ 4" dia. exhaust environmental exhaust duct conected 1 ' a Suite 222 , ( � �\/ �-{ � , ...�:.- -« _�. � Bellevue Washington 438004 1913 to envirunmental exhaust fan, exhaust through attic f•.d..F jj� +� ' space and extend to roof cap damoei Flex alum. duct Telephone 425 803.0%32 r , * , -01 TV Fax 425 903.0934 L IVWG ROOM ALL LLE TRh:AL SAME _ _ _ _ , ., _ _ _ _ _ _ . +- _.__._. s C or 26 13a. alv. sheet metal duct. a , - � , �S 1 'A301.. U.N.O. r8 Not 1Jswd _ ` ' j' 9 100 Sq. in. sheet metal thi u-wall make-up air vent w — metal grill each side per UMC 504.5. Locate above an . �� ' •.' A204 r \ 1 00 walla t It � i s centered on doors. 1 + 14 ELECTRICAL NOTES + ;� - _ + y!/ •��J,_, 10 Exhaust Ventilation Fan; Recessed ceiling mounted wit r A E CRANKS 1-hour UL. listed fire darriper. �• ,`�-{', A 11 Ran a Hood Exhaust Ventilation Fan ' 1lY • 12 Joists ace lined with 5/8" GWB or Gyp. Sheathing. 1 . . f BEI_LEVUE, 'ye -. 4 WASHINGTON G % + ' ;+ •. 13 11,200 W_radiant swface mounted ceilin heater STOAACE l ' STORAGE e� .�� I''' 14 Recessed wal! heater. See spec. 16880 Electric Heat. �'� � Tr " - 14 '�� 27E6 500 watts .& i� vv L IGH I - v'EN l Ai'i)a aI0 i /. UNIT A FLOOR FLAN i�FCIr�Tltlf A-roll?O,; CIO 1 ST FLOOR -� ,�--� r HC ADAPTABLE ' � I :(�H I INt I � I SCALE: 1/4" = 1 '-0" b O G S 7) E tr. UNIT A FLOOR. PLAN Cz ro L CV �CV 1 ST FLOOR (FACING A PUBLIC �, STREET SIDE) HC ADAPTABLE C?-- 11 ! r� - ,0 "'112010 CnCZ 1 A 1/4" � 1'-0" 11=.N1 l•t` F ,. - ...... ....... . .,. .. .. �1. ..._.- ... vva►ts (� � � SCALE: _, Lti �. ..... '" 0 CLOSET �i. O Itir EI 2 LXW1l1SF FAN AT EXTERIOR WAI 1. O r CONDITIONS IN LIFL1 OF EF-1 r sraRwAY I .On cd ' [3 i tri Cz t 1 .,... el •. t ' I F/ [� / �� Al�? 1 obL� watt ` iRl't Ft 00 �p d � O 4 rf • 1)NLY Pnr,cl. r 1. SEE SPECIFICATION SECTION 16550 LIGHTING FIXTURE SCHIRULE '1 ; _ w _ . •�' � �,'• N x S� �_r «, i� UNIT �. � FOR FIXTURE TYPES. � � r ti ' 14 F I-��TR��,/�•��_ 2. VERIFY SPECIFIC REQUIREMENTS FOR ELECTRICAL CONNECTION ` t 1000 watts OF MECHANICAL. EQUIPMENT AND FIXTURES. t LWW ROOM , Y 3. INSTALL rOAM GASKETS AT ALL RECEPTACLE AND SW!TCH COVER ' t "'" rt y ��°Q"" & LIGHTING PLATES LOCATED IN EXTERIOR WAIA.S. � t , � 4. FIRE STOP ALL PENETATIONS OF TOP AND BOTTOM PLATES. t K - �; t�, " Fl_00R PLAN 5, LOCATED ALL l iGgr FIV,IURES IN CLOSETS 1ti STORAGE AREAS PER >f 3kU fl-i)t1lt 14 i`' 31;11 FLOOR N.E.C. ARTICLE 410-8(d) xX Tb ONL}' _; TELEPHONE. AND DATA JUNCTION BOX AS TELECO APPROVED BY VERIZON& VERIZON AVENUE ' 2ilil F i.+r(.)I' n t r; "�0 Date 9/22/04 10:47 AM MOUNT BOTTOM 0 15 A.F.F. , ' 150 wratts ��,• ( __-- �_— } CABLE TV JI1NcrION BOX W/ BLANK � � 14 Revisions CTV COVER PLATE. MOUNT 84" TO CENTER A.F.F. 1 t'' TELEPHONE ONLY TELEPHONE. AND DATA • .•� , � + SINGI F PORT 4 DUAL PORT TRIM PLATE �� ' ' 0 ) A' r ' 2 4 UNIT -A FLOOR PLANJob No.�r - _ f �7ti tl' i 'r i 1tANC:I $� / —r 2ND & 3RD FLOORS . .1 A? .1 LIr,H l nL01 VENT Al.05 I 0 WINI OW ` . Phase -- � i SCALE: 1/4" 1'-0" I 4 Computer File ! ?0 (2EG!`l/.CLF 2350,301 UnitPlan A••1 A204 ti_-`' 9/22/04 10:47 AM .... _ Silent ?3 A301 v " I --- --Qj ivpYright 2004�-- Paul Frenks Architecture 1 Y I i I I•? ...,y ..,.:,y ♦,.,,,.._,,,, ..— --.. - ._ ' • ., .. '...'.•w.s..e........•.. ._.�.www.wr .a..,rK�.�1y JY. . S � _..T w. ...wry....wsa.._-ww....+--�....._._-..,--.....-..,..«.,+......w.+.,......n �_....._.-.�..�.:_+_.._.._......_.._.... .._ +n+m•��. t pm tool lot • ' . , II li IIII 111 111 H III I 'I Il I I4 1 1 III II 1 I I t III ! 4 I I! If I I I• III +IIII It I IIII I Ill III I II I 111 III VIII I II 1111 till illi II I IIII ILII III 111 11 I I 1 III II I+, X743 cm i l iii I sl i � � ii �� i � � I � � 28d� � 218 IOMMioleo l0 1 1 I c� 3 1 4 I0 1 7 18 10 20 21 22 '1'..3 24 2°3 ,. -w+w,nn.r,.w,w.w — •.wr•rwr ' F�Jr'r'i I 4 , t Vi.las,.....aa.,.-_....Y,,,.�_.._..-.�.......:...� - - -,.:-.�_. ._.•�__ � .,. ...---- ,..._.. ...__ ._...... _.:._._......,�__._._•........._..__. .,..��_�...•...._.,.d_..._.__._..._ _-"_ .---_. e.__._.__ ____ .__�.___,..,._._» __........ . ._�._- .... -------._._�.,__..__.,_......... - ,..... ._.__. .__.......__._�.......�,._...___...,.._._.,..___..._. __. ._.._- „- _.. •,._..__..._. ____. __.__ - .. ._._ __ _-_ _._._----_.. _.- _. _._, _ ._ .- ..._..._.. .._ _.....______.,_-_.._ .._..__-.- --,,._._,. .. ..._---.-__... -.._.. . __.,.. ._..-.__W.._.__... _,.._-.....____^;n.�.-..._,.:_-_�r.u�ass....... ��......ya_.......,.,ss:.:.,,_,. _ _. _ _ _. - _ _. -. .,._ .._-._ _ _.... .___ - -_.. w-, '.r+ a� y OW 1 VERIFY BATHTUB FRAMING DIM. INCLUDING GWB. 2 8'-4" 44'-0" 5'-1 1/4" 9'-5 1/2" 3'-7" Y-6" 9'-9" 12'-7 1/4" 2"-E 112" 7.'-8" -- S'-6" - - 30" 4'-6" PARTY WA L � 33 15 72 Y-9 3/4' _ _ r' - 1 PLAN CHECK 11.2.04 CLEAR 51 �i4 ! 61 \ 01 1 �-- --'--- 93 -_ 75 54 I _--- P41 � 1-HR - 19 l w ,'-9 1/2' 3 t \ IA602 # LEGE .� 41 616 53 65 + 4S ) 42 78 7% I �. INS / / YYALL_ASSEMBLIES FL00R /CE Ll INS ASSEMBLIES r - { f , 7- r r a ri . ' ' ', D 'Q A7057 _ _ '� � _. _ _ _Q _ _ _ 72N . 71- : _ : - : = : = - - GLIMT _ : _ - = - _ . `P 92 3 '1� V - 7RI R WAILS U.N.p. 1-HR ALL 2NU 6 3kD FLOORS U.N.Q. 2 � -- 30 15'-;" - � - IR ALL EXTE O ` 83 _ +- - 4/04i0 x INS INS I `84 3/0 NR '3/A801 f -- �' 1 D519/ABG A80L NR I \ W4/5 A�1 53 4/A801 INR i 10/A801 tU/11 Nk 4 I A703.1 -- - 0` 32 - , G ! o A7O5.2 A703.1 I-- 1-HR ALL INTERIOR WALLS. U.N.O. 1 NR ALL 2ND d 3RD FLOORS m - - �--__- _ 1_^ 1 ___ 5S / 32 I u 5i � 1 8NR I INS UNDER BATHTUBS U.N.O. I � � - 1 NR ' ' o �94 TYP. TYP. � I '%,IAMM f - - - - - 63 95 _ _ I , 1 �? !llEt�t .l 31 4 I t I \ FIN AI_L PARI WALLS U.N.O. ° 36 I i I L I _ _�,._ _. - _ -- ,- -- --- - -- � 00 q a ,,, 1 , r / , r, N _-__- _ __-____ __-. '- - HALL �. v NOTES - + ... . . ..... . . . . ... . . . . I 74 3 - REFER TO A201 FOR ALL NOTES ' 1 _ 1/ 1%2 x A 1 1 S2 1-HR 62 15 'I 76 A705.1 NR 82 (� - - - - - - - - - 7 I { , 7 5 6 1 4" 6A/B NR �%r \3 w��-� ;� Q All�A7 1 A7 1 lj� ALL 1 ST FLOOR INTERIOR SLABS U.N.O. 501. - rh `// A801 REFER TO A801 AND A802 `� , 11 P A802 FOR INTERIOR ELEVATIONS N STAIR , 1 "' I^� .ti'R r7 B 1 ALL 1 ST FLOOR STAIkW'AY SLABS U.N.Q. PLAN ' � 5/0 x 5/0 P1. �'' r A703.1 `�rYP.ALL 1 ST FLOOR PATIO SLABS U.N.Q. ' IyrHcr Sliding G. ! I Paul Franks Architecture 3805 108th Avenve'NE mwi / I BEAM 2 NR „ `� Suite 222 L1YWG�M ' TI S ,DECKS STAIRWAYS '� 3t Bellevue Wawmigmn 98004.7613 1 A FOR UNITS FACING A PUBLIC Telephone 425 803 0792 • ' ' 11 I I STREET,DOOR LOCATED Al N Fax 425 803.0934 <. PAHO ALL 2ND b 3RD FLOOR DECKS U.N.O. ° 1-HR i ' ' 1 6 2 1 1 1 3 l --Y2� A7G4.1 1 1 1 A701.1 Nk Ar03.1 1 ° 1 TY P. >< g/8 Sliding ��' TYP. 5A ALL 2ND 6 3RD FLOOR STAIRWAY' INS o 1- , �• -� S Glass P�tic Door j 1-HR LANDINGS U.N.O. ' _ --- - - - - -- - - - - --- - - - i a. r -- - - - - - S/0 x 5/0 B 5/0 x /0 ,� �� 1 - - - - r C _ t l STtO ' L'AT10 - - Hor. Sliding) 1-G. Hor. ding I G I e BELLE IE, n 1. 8L , - - � ,l 7 �. I - 36 2B I �, WASHINGTON @NRA7G31 - 8122664 -- _ I ! l.li" alp' r9 �i FLOOR p 8 UNIT'h�'r � � 1 [.00� PLAN N � A7G3.1 � FLOOR U) • I 20 ^+ 4'-0" 9'-6" I 3'-11 1/4" 6'-5 3/4" 7'-1" 4'-6" 4'-6" HC ADAPTABLE A7G5.2 4,_On -- - - 10'-0" -- ----- -�- -- - _- -_. --- - - -- -- ---- _:�T SCALE: 1/4" s 1 -0 TYP. --- -- --- ----_ ---- 21'-5 1/4" -------+.I+---- 13'-5 3/4" I 91.01# VI/ - . -- - - N -- B1-HC N e corns 2 r4C 0 u t� sn resp Adoptable Yes (�k� DAPTABLE VERIFY BATHTUB FRAMING DIM. E 1,t 6 Ind fl-OWS A 05.1 u n F oor eve 1 INCLUDING GWB. 2 C% "� Gross Floor Area 4 s. 8'-4" 44'-0" _ CU � torn 6 5'-1 1/4" 9'-5 1121, 3'-7" 3'-6" 9'-9" 12'-7 1/4" IF R• --. I & Ind e o Area 12'-8 1/2" 2'-8" S'-6" -- (7-2\3 0 3'-9 3/4" 4'-6" _ PARTY WALL tib,, I LG. HT. ,� 33 FLOORS ON[ NR CLG. HT. CLEAR 1 t 2 (� 01 _.I 51 64 61 01 a s4 31 [4HR /- '9 Ao0 .4 (>� °� �.OSO6 S3 65 45 42 - �_-~ 97S U I t()ORS ONLY _ y CLASET CL 7- A766 - - - M - - - --- - - - PANTRY- _ : c _ c _ : _: CL1ySl? : - - - - - - - `.4 Q p9 J PANTIRY (---�AT rd FLOOR , A7G5.1 ( 71 ' 96 ' N eh t l- � I CLOSET N - LANDING 83 I - 00 15 72 3��„ _ x \ 2/ �. �� 3y -6" 4/0 1_ 4/0 1 Q 11 3rd FLOOR L�hLl \ 3/0 PJR " ';/AI30I f \ �j t t i NR N� > } 9 A801 0o STALB'�tAY 3 - - - i8l *� / NR KITC EN . X 30 �� A703.1 0 ;2 1 w KRt � ENM \ Al-FIC ACCESS `- 38 - - ,/ 3 I NR BEAM ---�- 1 1 - EMTflY 1 f:R f �G►1II1 - --- _ 63 35 a - C�� 31 .._. .1rE1LIDIG ---- I- - as w a w-. ..w'w w w . w w l r . . r w • UI-SHR �� A- 1/2" - 74 3 6 1�_ _ __ _ 52 62, / 1 -� �- 98 A705 i NR rn HALL. - , �11 7QIP 5--1 , /� NR 1 31 2/6 . 1 HR jl 6� / w. t g `^ I I I A80i' 9 _/ N a . .. L A701.1 A701.1 r e n M r or CEILING M ASG4 1 `,, CEILING; / _ N NR ---�LL N UNIT g 1 )x5/0 B FLOOR FLAN BEAM 2 ___ 21 � 1 1 I BEDNIlOf�2 " . 5lidinq I.G. U ►G RQBIIA 11dG uv (i0L1M , 1 I 1 I1 1 N e N / � 1 N ' IN 4 ~ 11 I r- M / Date 11 '7/04 11:45 AM 1 H 6/0 x 6/8 Sliding IN 1 I - Cdass Patio Door i " kevisions -- -- -_. - - __ .._ r-- - --- - ---- - - ----- - -_ -- - -- - --�- - {g f ♦- " 1 PLAN CI LICK 1 1.2.01 1 OB 1 3 5/0 x 5/0 B 5/0 x /0 B STWAGE I I � z ��i 1 N x,706 Hor. Sliding t.G. Hor. S ding I.G. 1 A70 .2 ! � T B 1 FLOOR R P L.A N � 37 1 � � UNI 00 5 QECK NR DECK A503 � O � Job Na , fro ae /4 - 7- 2ND & 3RD FLOORS RS e r 2 / 2 1 I _Drawn By Franks - 4 1 _ ( Phase CD SCALE: 1/4" 1'-0" 3 A706 CA`i0:) Computer File - - t ` 1-HR I an '-7 1/4" WALL TYPES 11 2350.302 7/04 111:451AMB-1 RFV � 2 ' 1 „�' „ , 5 3/4" 7,..1„ „ Sheet ' (N ''� (� (� C - --- ------ ='c U1r( 1 I1EFL.E4.e�L© mane I 4 (1' / - -9-6" 20 3_11 1/4_ ° --- I - 4-6- - 4-6 -- . 1-HR ALL EXTERIOR A U.N.O. 1 00-01P 41.0" CEILING PLAN 21'-5 1/4" ;, 13'-6 3/4" 9,-0,„-- _.---- INS �J oa « _ ___. __- __ . -__-___---- -- __ _ . . >, A302al S.f. � 35'-0" - 4 ALL INTERIOR WALLS. U.N.O.SCALE: 1/4" • 1'-0" ..._.._�' e, . -- -------- 1-HR -- --- . -- --------- O Ccq�yrlght 2004 -"._- 3 EA50)3 Paul Franks Architecture A503 _ Wl'-r�'.M'•^D1d'�,"f�Y'� .Y2'.�iktMz�trSk;'1Rh!`+KkTA1.d1�R�� ..i� `, 'SARI'•' -. nw.. :.. :n+..+n.a.ue.<....v.r,..z..,s .iv,...,.,,.a.,,..-..,w..�w„M .w.. acfse ...... wa_.• ....... .,.......,,..+...w........ :... ,........a. ..�....,--.._.....,..............-........-_._...._, _.....-.-.__._ ,..-...--..------------+.+*. -. -..--...r...r.-.. .-.....,. .-----"-'-- ---- ... _ .--.__.., ......_.__._...---_._..,. ....- _ '------ _ ^L. ,. Cff1 Ilii 1 I I I I 11 III ! I I f I 1 IitII! I I till)) II VIII fill II I .I i II I IltlI II I,I I I i I it I I II tI I I I I III II II i1 VIII IIIIII111nIIIIIIII II,►Ills VIII II III III I I I , .I 11 Illi II . (, II I� 2I0 21 I$ *3' 94 2I�'."i 2I6 217 2l9 30 to t t 12 13 Ia I� I es 9 R IOwel an { lI 4- r: b 4 - ^ r '. 1 4)yyI, . a r t� 11 3 6 10 13 �tJ 705.1 10 HOusl 1 1 12.OU watts PANEL 8 A204 � W-._�._._.....-..._....v.___.-_._......._.•.,.d _� 501.1 * I I PAfl M J �I _ _ _ _ __ CLOSET OSET j :,FO �;a. .�z .�� ,.aH _ l 0 _ LIGHTINI c� STAiRW.;Y I 3 �� F-1 CENTER IN g l v ��—. B ,' \ -'-D KITCHEN EQ. EQ. B - . •. -- Baa.---r ._, _ —r;—.' „ 'y� 1 ;—H 3 _ :,, . . .3H J -� U J y - g r 1 IGHT f IXTURE�HO,LL----- NOT PROJEC MORE 14 i THAN 4' PER UBC 1109.5 n ` ` 1 G , �z'_h' , 2.6 _ � Q 10Odwatts 1 PIAN CHECK 11.1-.014 1 !�' 14 1000 watts ` - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - SD ' w a F/ FCTRIC`®l i►�II�TFS ' 14 O 1. SEE SPECIFICATION SECTION 16550 LIGHTING FIXTURE SCHEDULE �'� W 1000 watts F+eui Franks Archltectur• FOR FIXTURE TYPES. LJ�AlGJ900N A W 2 3805 108th Avenue NE 2. VERIFY SPECIFIC REQUIREMENTS FOR ELECTRICAI_ CONNECTION - Sults 222 OF MECHANICAL EQUIPMENT AND FIXTURES. ___ 1 9 F < g Bellevue Wash!nptoi 980ud 7813 I� 3. INSTALL FOAM GASKETS AT ALL. RECEPTACLE AND SWITCH COVER A?_04 6i 10 Telephone 425.803.0792 PLATES LOCATED IN EX i ERIOR WALLS. r A2Q4 p _ - - - - - - - - - - - - Fox 425803.0934 4. FIRE S'rOP ALI PENETATIONS OF TOP AND BOTTOM PLATES. 5. LOCATED ALL LIGHT FIXTURES IN CLOSETS& STORAGE AREAS PER __ I � N.E.C. ARTICLE 410-8(d) FV , ' I 2 , 14 [}- TELEPHONE AND DATA JUNCTION BOX AS ' VE NT ,-•: Cn `� TELECO APPROVED BY VERIZON & VERIZON AVENUE ` __ ___._ _ �„ �•, ' ► 1500r wst >I MOUNT BOTTOM® 15" A.F.F. E. FRA S Q-- .3 - - - - - - - - - - • CABLE TV JUNCTION BOX W/ BLANKVrffiAr� �A �.`,' T M l N 4" TO CENTER A.F.F, P1�1� `}f' r 4 e 8 LLE UE, �/ COVER PLATE. O J T 8 u c „ 'Ai1GN RECE47AClk WASHINGTON TELEPHONE ONLY TELEPHONE AND DATA UIR ucHT % Q SINGLE PORT DUAL PORT TRIM PLATE I , LIGH1�,, 'y 2266 G p L CLEARANCE O� OW A204 A205 TO WINDOW UNIT B FLOOR PLAN � _4 104 1 ST FLOOR aI s � RECEPTACLE �wd &SCALE: C ADAPTABLE ' rJ ` - - - - - - - - - - - - - - - - - - - - -' i3 LIGHTING J05• TRELLIS 1 /4" = 1 '-0" UNIT B—HC r1 F, Bedrooms HC �_ Bathrooms - 1 I•tancNce Acta tp able _ Ye.s ADAPTABLE `� Bulldin Floor Level 1 Ca Gr,)ss Flcor Area 4f1�— � CZ � n O Storage T T s.f. _ Patio Area 80 s.f. rn ed 705. � � �� VENTILATION SYSTEM NOTES � � 08 9 E_ ! 4" dial. exhaust enr.Aronmental r,xhoust duct crnected 10 \ 0 to environmental exhaust fan, exhaust to exter!or TO HOUSE 13 1200 watts wail. Flex alum. duct, or 26 0a. gaN.sh!!t Hiatal dust. PANEL& _ __�� _ _ 204 CLOSET > c0 Install In coiling jOlst space. Back-draft damper and 501,1 PHOTOCELL 4tl �� 1_ �r PAWV J : r :yH Q GIF1 >� rain hood ,t exterior wall. CLOSET QR_ Q .ae 1\ ''z" �' O,• _ ��... �_. mid 4" dip. er' exhaust duct to exterior wall. 26. Ga. �-�—� ` Io , ' G 0 _ 2 y LIGHTING _V- �� C7 u gals. sheet metal duct. Install In ceiling Joist space. @ STAIRWAY r ��'r , l Er 1 t'RAT Sack-draft ctanper and rain hood at exterior wall. CENTER IN \ Tl, - - B > • -D —�KITCHEN , 4`30•' , ^EQ, EQ• 3 wall. Connect to horizontal duct at calling joist spacn. STaIR10(AX '• --- / \ a ---' .Ij B Extend to with!n 18" of aloe► in wall recnss per detail - - 430' RVEp n 6/A705.1 & 7/A705.1. 26 Ga. galy. sheet metal c ---�- _ " to duct f'F _ 4 Exhaust located 3 ft. min. from operable window vent LIGHT FIXTURE SHALL--- fresh air Intake sash vents or other Openings into NOT PROJECT MORE ��.• +- � +� - - �Q_ _ - - g LI�.L. ' CZ THAN 4�PLRUNCi109.5•'_ __. _ ' ■•••■ . . . . . .� - Interior. See detail 3/A205 � ' •' SD SD SD ' S 4" die. dryer exhaust duct to exterior. 26 Ga, galv. -+� "�-- •• _ sheet matt! duct. Install In attic spare and extend to A204 R{1 FLOOR r ' roof cap damper. Insulate exhaust duct In unheated - -- - -' TGIQOwstts 1 P!_AN CHECK 11,2:014 LAN CH K t l.lJ) ONLY Dim _ �t i ' a aces .with R-.` Insulailon >nrt _ _-- T fVV) I 6 7" Dia, 26 Ga. gals. sheet metal Range hood vent _-� 'r- _ _ _ - u, SD i4 1000 watts ,7z 1 exhaust duct to exterior In jolst space. , - ' ' - - - - a ► UNIT f31 7 4" dim. exhaust environmentsl exhaist duct canected - i 14 � � ELECTRICAL, to eniiAromm,mtal exhaust fan, exhaust through attic i 4 1 QO(i ,vett space and extend to roof cap damper. Flex alum. duct 8�1� TELE TV LJNfdGJibOM or 26 Ga. poly, sheet meta! duct. _ _ __ "_' A204 " F __. 8 Not Used ' 9 100 Sq. In. sheet metal thru-wall make-up air vent w 3 itD FLOOR H @ 31fd FLOUR � �� ,`. B .. & LIGHTING 1. % 1+-( metal grill each !side prr UMC 504.5. Locate shove an -- ONLY FLOOR PLAN _ centered on doors. _ 3 , ELECTRICAL NOTES__ r d TV - k 10 Exhaust Ventllat"i Fan; Recessed c@Mng mounted wit _ � ` " Gate 11/7/04 11:50 AM -i-hour UL listed fire damper. 14 11 Ren a Hood Exhaust 'Ventilation Fen _ Revisions . ' - 150 wt �...�1 1 PLAN CHECK 1 1.2.04 12 Joist s sce lined with 5/8 GWB or Gyp. Sheathing, '-"— - ' 1 1 W red4rit surface mounted ceill�n ,-hotter � A 14 Recessed wall heater. See s >A�c. 16890 Eie:iric Hest. wF 2 ' �• `--' GFK 4 B FLOOR P l,...A N ,UM .J RECEfi7ACt T , IT u RrK;hT Job R' G" 1 ,-0. ' 3 CLEAP""ONCE A204 No. - — 2ND & 'ARD FLOORS111 I. scale 1/4" • Qrtwn B Franks A204 A205 TO WINDOW VENT - Phase SCALE: 1/4 1'-0" 4 Computer File A204 2350.302 UnitPlan B-1 REV - --- _ RECEPTACLE 11/7/04 11:50 AM Sheat 2 A302 .2 -- ®Copyr�9ht 7004 I Paul Frsnke Architecture s. NO fl I!III li: ljil ! I!I I I IIlI 1111 tl !011111111011Ill I ! I II i t1. I II 1111 11II Itll all I I I 11111 I !ll I 1 I !I! III !ill Il II 1 II II illi III ILII Ilii III! ILII Ilii ILII 11!I t!I! I111 illi III! III ILII I I I I illl�lll, I z !! 0 11 12 13 14 is i7 is I* 20 Sal *2 *3 24 9 6 �! 27 2!� ft6 30 .......................... AR 1^r:+lee 3 . ..i; , r M a VERIFY BATHTUB FRAMING DIM t I INCLUDING GWB. �, 2 i LEGEND 8'-4" 44'„01. - 5'-1 1/4" 9'-5 112" 3' "' 3'-6" _ _ 9'-9" 2'-7 1/4" S�ME_S� LOQR / FILING L55EMBLIES 1 WALL A�� _ �1.A -- —; —. �_ _ __ — — s_6„ 1 s 72 � 11 PARTY WA 2'-8 ./2" 2'-8 _ S'-9 3/4" 4-6 __-- 33 ALL 1ST FLOOR INTERIOR SLABS U.N.O. 3 � - CLEAR 1 -- -- -- - - -- 1 1 01 - ' Q -- 75 54 1� 31 1-HR - 19 Li! 1-HR ALL EXTERIOR WAILS U.N,O. 1-H� ALL 2NU& 3RD Fl00RS U.N.O. 51 f64 61� ` 1'-9 1/2" 93/ 11 \ INS %I A6G? INS 6� $3 6S 8 77 I1 rn I L INS - --CA ALL 1 ST FLOUR STAIRWAY SLABS U.N.O. A 0 = 1 3 �) p \ I . - - - : �41 - : :71 A705 2 ALL INTERIOR WALLS. U.N.O. ALL 2ND d, iRl? FLOORS ^ - - - _ _ _ _ I V+�� l ANTSY t 1-HR 2 Al I S F FLOOR PATIO SLABS U.N.O. ,-NR UNDER BAT I Il UBS U.N.O. ~ _-- _ N �J 216 �/ 72 30�+ - - —_.-1 83 wmomol r 3Z 5 4/0 /j 1 INS 4/G . t PATIO D -K5 STAIRWAYS C" 1-HR ALL PARTY WALLS U.N.O. � .--., _ 3/0 NR ,', ,'3/AeOt f --� C ,9�1 >� � 5t AA02 � NR I r LU 84 9/A60 �-' a/a8o1 NR 10%APO1 1q;ti NR INS e 4 — - -REFER TO A201 FC►R ALI. NO'rE5 p7f,3 1 0� ! 32 A705.2A7G3.1� 5S � 32 { 9 5/q ' 4l ALL 2ND& 3RD FLOOR DECKS U.N.O. _ t •�� _f. NR �. 1-HR v� STARMY i._ -� NR o y P, 1YP. �� M Z �-4 rY L4 BEOBI�rI_ _ 4 A801 REFER TO A801 AND A802 1 � • - --- �' _-_ _ _._ --- - v - t - , V 7� - r U 1., 5A ALL 2ND 6 3RD FLOOR STAIRWAY A802 FOR INTERIOR ELEVATIONS ••°• • •• •�•• • • ••• •• • •• • r �/ I SZ 1 h.. 62 15 T1/2•f 91 '76 A7C5.1 IvR \82 r2C �n 1"HR LANDINGS U.N.O. -_-__ �11 IT 17\ 1 1' 2/10 A703.1 ih < A70l1 1 HR ARO - � TYP. N 1� 1 ' ~••• . on in 1 STAIR PLAN - e 44 1 e I NR 5,'C) 5/0 g TYF'. 01 Hor.1Ilding a Paul Franks Architecture r , t „ ,.�. 38;;5 i 09th Avenue NE LAMG ROOM 13N� 1 t I KOR"2 I � = Surte 222 I 1 28 Bellevue Washington 98004-7613 Nk 41 'v„ Telephone 425 803 0732 I 1 Fax 425 803.0934 ' I 2'-0 3'-6" -� i e 1 I 3 _ _ _- --�---_ - 4/5 ASt1a.1 I e e A7G4.1 ' A703 1 I t I 1 TYP. I Q j�.�� .�� 3/0 )t'5/0 J TY P, e e I ��✓ NR ' I TT Single --- B - - - r� P E. F�KS E 510 x 5/O S x 510 I - - - - - - - ` .� � \, /y 83 Hex. Sliding I,G H . Sliding I.G. I e • LSE UC, +� 4 37 84 J� WASHINGTON ` t 4 2266 c? -------- — - - NR 82 GADO (�'�' - - 8 36 A703., 60 --- 9 \ I I I ' UNIT B2 FLOOR PLANC/) �� A703 , I A703.i 1-Ilk , 1 ST FLOOR \` 20 _ HC ADAPTABLE -and 1/4" 5'-S 3/4" 5'-9 1/'L" 4'-6" 4'-6" C: \�21 SCALE: 1/4" r 1 '-0" " 11'-3 114' TYP. 21 -S 1/4 U BHC _ 32'-8 112" - _ . _._ •3 1/2' _- - - - 9'-0" e txxns C HC 1 Hanhroorns d aptabia Yes ADAPTABLE VERIFY BATHTUB FRAMING DIM. 2 b 0 1st A, 2nd r;rN;NS ar 1 ul n Dor Level1 � INCLUDING GWB. N 81 411Gross Floor Are- s. . 8'- 1.0 411 -storage . 5'-1 1/4" 9'-5 112" -� 3'-7" 3'-6" 9'•9" 12' 7 1/T„ _... 0 D _ Deis Area s. . �-- .---_ -- �„ --- _.-.._-.__ .------- ",•- lat A 2nd R CLG. l�T. -- / n 3 1 1, PARTY WALL , q �. so 2'-8 1/2 2-8' I 33 5-6 72 -� 3-9 3/4 1' t _ Cv LOO NR NR ! ' CLEAR '� - � 1 /� 06'� �CLG. HT. fA S53 �4� 1 61 °1 1 11 54 1 HR 19 < CC3 10 8 Ind J'-Q" 1 I I cx)RS oN1_r I 66 64 45 ' II'♦-� r 97 7�,�` INS ,� ,� 1 , 'i PAhITRY n: ,ld l r 0011 CLOSET 'Q 41 _ _ - - - G - - - _ ` VJH 7 Z 96 - : . _ = r3 I C1�SET - - = - _ _ - _ _ - - N �3"1 F- E �A705.1 iv 83 I ' CLOSET ` >� _ �,. - -- ---- -- - LANDING 84 2 �'_" 216 �'. . 30" _ 5'-6" _ ___ �,,,� O r. — 4/0 4/U a r-- 3/�� 717 T, 32 �lhl jAIIII •. v 11 j B�ISLil NR - ao 9/t,g01 ��•'' 3rd FLOOR I I ,^ , ,' 4/A601 I 3/A801 `NR 1 �R 10/ NR tiR� f. C0 :i _ � �� S3 l , 1 - 22" X 30" A703 1 t1 32 J - �/ 8R 5/q 42 r ATTIC ACCESS ~' 38 / `' 32 I 1 9 - _ -- __ — EI1l�L _ -' - NR o m fro BrAM 3 ENTRY' � 63 95 � � � 1 X11 Itl:r�m1,1 1 31 - --- q �� rnTr ._ - Cz / cam- 1/2 74 _ I I 52 f�-_HRg8KUL1 __ _ _. I 7 t ........ ....... ....... 1-HR 6 --- 2/6 , 31 - - 9 m I ` Afl(t' A701.1 'i 1 / M A701.1 `Y 1 1 N 4 i I'v NR „ ----� UNIT B-2 CEILING A504 , r• CEILING N --• I �' ;/°>; 5/0 I3 FLOOR PLAN t I 21 , t BEl2 I Hor. Slicing 1.G. BEDROOM 2 DAW[�lG 1 N R — f GING � � '^ UVNG�K)M X 1 � LJViRtr_POOM "-i� I I �•� 317 1 1 1 31 41 �-- 81 u7 7 rl/2A ooml ,1 •� I A,7U3.1 I t t q Date 11/4/04 10;49 AM 1 1-H -- — E/0 x 6/8 Sliding I I I Rev{slons C•iass Patio Door 1 "' o � 1 1 PLAN CHECK 11 1 04 OB j r I 1 C 3 H/or. Sl ding I. H SI clog I G. aT NR. A706 G• E MMRAGEX703.2 ' i �� 37 � 38 tr ! ! UNIT 62 FLOOR PLAN J � �, 81 N (>�L�( A503 � dE � -- ---- - ---- - ---..�—_ _ -__ - - i ,� I f Scale 1 i-411111 2ND & 3RD FLOORS �' --_ Q0 , ,�- c ' Drawn B r� Franks 2 �a � _-Phase CD I� a I ( I L SAL E. j��, s s,•O�r Q _ 3� A706 A503 ^' Computer File ° I I d I res. 1-HR � `` � • -, , 2350,303 0:49 A d'2 REV WALL TYPES _11/4/04 10:49 AM .... ' , 4'-0" , ,�,* ' - 2° , 11 ' .,R 11 A 1-C 11 41..61, ' .�Ileet �� `r , IT 82 REFLECTED a00Rlt �,� ------_ ___ t/A504 _ - 3-11 1/4 So-5 si, _ - _S_9 1/2 - - ` 1dRALI EXTERIOR WALLS U.N.O. 1 • :G U n a w 4'-0" - ._ .�_- jxi•3: _: I {Z OOr eV an 21'-5 n 1 �•' 0403w CEILING i.. _ i1 -31/4" � ----------- --_-^ - --�—_ - ALL INTERIOR WALLS U.N.O. --- -- II' •J R �� F;tor �w t�....._ - -------- - r--- -- 11 - __ ----- --- 1-HR Copynipht 20041 32'-8 1/2 _� 3 1/2' 9' 0°' \ I SCALE: 1 i 4 1 -n _- _.�- Jl . �a — _- 't. . ��-- - 3 - -_--- 1 -- -- _ Paul Franks Architecture A5�03 A503 .. 4R�t+r' r'k�►':•giWF#"14wtlw � .+•,..........,....�' •'- ._nn.,.....rw.wsw.-.,,-.. .- -. _ _..,..ww•--._._•.,,e.._...._ - -.- __._--..-_._.._—. _._.._.___--___-- ..... - -"---•---------'---- . y i !'I!IIIIII 1 II III{ 11{{ 111111 1111 lilt I1�111111 ` I II I ! 111111 t; tl I II I ,i► I li I l I.,'ll I , f 1111 tl I 7,11 1. �l l�Ofdll.�T1/�TIla � 10 1 1 l . 1.1 1 11 1 e r; ,e 1 i, ?�I �r2 2.3 2 4 ti B iL+'T 20 29 30 10MM-I C." loop R a �• ° y a.. , c t. <' E P mP r.' _ . .. _ _.. ... _ _....... .:.-:_. -....:.::we.m-,:-,ia.s,.ew.i :aNt.-- -__.a",.::ia,n::.:o,r„nletiuu,- . y _udr•=-=...._-. .'. �c 1 ,1 n oPFY , Imo. 1y Y ip /��+r / VENTILATION SYSTEM (VOTES F it /L�L � >� 4" dia. exhaust environmental exhaust duct c7actr,d to environmental exhaust fan, exhaust to e,cteria; 1. SEE SPECIFlCATII.IN SECfIQN 76550 LIGHTING FIXTURE SCHEDULE -wail Flex aim. duot or 26. Ga galv.shroet mrtalduct FOR FIXTURE 1YPE S. 2. VERIFY SPECIFIC REQUIREMENTS FOR ELECTRICAL CONNECTION install In at joist sl;all. Back draft damper and OF MECHANICAL EQUIPMENT AND FIXTURES. _•— rain hood at exterior wall 3 INSTALL FOAM GASKETS AT ALL RECEPTACLE AND SWITCH COVER 4" dia. dryer exhaust duct to exterior wail 26. Ga. `\� `li PLATES LOCATED IN EXTERIOR WALLS, gale, sheet metal duct. Install in ceiling )ulst space. � 10 4. FIRE STOP ALL PENETATIONS OF TOP AND BOTTOM Li PLATE`. Back-drai't dam et arid rain hood at exterior wall. © �./ 105 1J ---__� ._.�._�... r S. LOCATED ALL LIGHT FIXTURES IN CLOSETS& STORAGE AREAS PER 3 wall Connect to hwizcxztal duct at ceiling foist space. Fr 1200 watts N.E.C. ARTICLC 410.9(d) Extend to within 18" of floor in wall recess per detail ,�{� +�6/A705.1 & 7/A705.1. 26 Ga. yaiv. sheet metal �� PANTRY ) � CLDSET TELEPHONE AND DATA JUNCTION BOX AS f�l��t, CLDSrT APPROVED BY VERIZUN & VERIZON AVENUE -4 Exhaust located 3 ft. min. from operable window vent Ir,l l l;h. 1-ELECO • MOUNF BOTTOM 0 15" A.F.F. fresh air intake sash vents ar other openlrlgs Into �' �C �IKr'r� 1 I STK-1 ,�I i . , W CABLE TV JUNCTiON BOX W/ BLANK interirx. See doted 3%%A2t?`__. c1 rice COVER PLATE. MOUNT 84"TO CENTER A.F.F. l , C:TV 5 4" dia, dryer c+Xh�ust duct to exterior. 26 Ga. gale. ' �•• ,' ` ' �� sheet metal duct. Install in attics ace and extend to TELEPHONE ONLY , TELEPHONE AND DATA p SINGLE PORT DUAL PORT TRIM PLATE roof cap damper. Insulate exhaust duct in unheated Y k-+ ^ / 3 Yf i; - - _ s aces with R-4 Insi.aation wrap. _ �i , ( , EMI + ��''S5 3 " " �, �:.�.:.., ::�..., \. .i ,1,4- KDROMI1 6 7" Dia. 26 Ga gaiv, sheet metal Range hood vent ,,� ' �i' ` � • . .`I `�' ......» 0 eXnaUSt duCt to eXLZe'^.i In JUSt ipara +'• . .. ', ` , _ ` cc 7 4" dia, exhaust environmental exhaust duct conerted Xil,I I it 1 ukr ,,,A,i " �` ^L4 to environmental exhaust fan, exhaust through attic ;1Al, 1 {I , ' + rig' space and extend to roof cap damper Flex alum. duct ` 1' i, or 26 Ga. alv. sheet rnra!ul duct. � 14 =3- i � 14 • + r l UUC) ��atts �6 Not Used ^w 11000 wits # _ _ _ _ _ . _ . _ _ . _ _ _ .. . _ - - g 100 Sq. In. short metal thrrrwaU make-up au vrrn! U. S1.1 1000 watts metal grill each side per UMC 504.5. Locate above an i centered coli duors. Paul Frank�� Architecture ELECTRICAL_NOTES _~� �-- '0 � ' �, ' 10 Exhaust Ventilation Fan; Recessed cooling mounted wIt L�1MG RSM 1 �� .1905 222th Awwe NC- _ 1-hour UL listed fue damps{. -` .\ F < Suite 222 aellevue Weahongton 99004.7913 o 11 Ran a Hood Exhaust Ventilation Fan -•�' s Trel•phon,%-125.803.0792 1 • 1 r '72 IT "� , Fax 425 803 0934 12 Joist. space lined with ,/8" GWE1 or G Sheathing 1 All. EI.ECTRICAL. :AMI: _/_ _ _ _ . , 1"+ 1 200 W radiant surface mounted ceihn heater � '�'('• , ' A5 i ia301.7 'LN 0. k 14 Recessed wall neater. Seespec. 16880 Electric Heat. I I 1500 Hatts 14 1• {�' P FRANKS , STORAGE ` •.... '• �Fh 1 ,. 4 �`��, WASHINGTON u•u Rr�.t,i � ! ,,�R•,, � � { 2266 1 �' sem p 0' )E' C I. .I S 3 + CLEARANCE: �- _ ' t 1041 A204 A20. o A104 TO WINDOW 4 RECIP(ACLE UNIT B FLOOR PLAN _ - _ _ _ _ ' A �4 + o A2 4 r. PTACLF + 1 ST FLOOR I RE_E + 1 r • . � U HC ADAPTABLE13 _ _ _' Si. IIGH1INL ril TRI LLIS i SCALE: 1 /4" T 1 '-0" (V UNIT 6-HC Cr Be r oo s 1 w- HC E Bathrooms -- 1--� I Han ca Adaptable Yes ADAPT ABLE KNIT A FLOOR PLAN r n Floor Leve 1 N I Gross •oor Area 4 s. . �N Stora a s.f. Q l T FLOOR (FACING A PUBLIC. Patio Area 0S.f. _ Cn e ~ ST .t < W %' STREET SIDE) HC ADAPTABLE ©— 10 ,o .� X70 0 1 A 1 I - 19 1200 watts a. C � SCALE: 1/4" = 1'-0" 1214 1 PANTRY ( J: CLL)SET Q rni CLOSET S_TA RMY \ y +, i( .�� 1 •�►- ^ '% EI-1 d7� t BEL1(100M 1 II.o •• Ihl I ''� I CIO �-tom,. '' _ . + . I wl 11 14 I IAN 1' Ill k I It; 1 1 n [7 . .. - - - 'i • , ?'• RD 0 j -, ONLY 14 \ SD u i o0o ware - UNI >- B-2 ,000 watts04 ELECTRICAL �. j �N 14 1000 warts ` & LIGHTING UVM R" L F FLOOR PLAN H o RD FLOOR r12 i1 1, / +RD F LOQR ONLN I „-6., Cate 9/22/04 11:17 AM 1500 watt 14• Q�) 71 Revisions UNIT B FLOOR PLAN f; ^— I�;n,�rt'�r,�,l , `, / � � I.IGHI �C.4�2 J o. 2150 C, , 0 1 i 1 13 RD FL©ORS ^ I 5 3 CLEARANCE 2ND & 3prawn _ Franks n�'�'�-- 4'0'' �a wINDi.�w VEN( Phase_ ..C�..- ,� Computer File SCALE:, 1/4" � 1 '-4" f � 1 n7.04� 2350.303 UnitPlan B2 RECEPTACLE Sheet f. ... . -_._ _. _--._ __, - . . ..- .;1 .✓ 911.2/04 11:17 AM A3012 ---o Copyriflht 200-1 -v_- Paul Franks Architecture , " ...^.-. M "te,IP'P��+�De'erWKLn �uiznaarwr amw�r+�+•Yrwn!�•a..rm+,�.v1nyR•.r.;t!'�{,�, , �•^.T yl!(IMV .,�"y'+'„*M"*a'f4tM` TMVf AA•K .. '�•� _ IraW( . _ ,- I IF 11rI�h�� I . Ctn Illi 111 11 I� I I lilt+ I, III (III'.Ir! I� II .111111 i i� I f I i II! � I II! III (!11171 ,ll Illi`Illt�ill'i1IIlIIIII�II�III,Iu�nII a I) In Iii I _ I it Ir' I 4 TTIU f I 12 3 14 18 17 IPJ 19 x0 21 22 23 24 2 . ._+8 27 2© 2!d 30 ID linin 1 W. u, •— _ r - pmmi H Y+ j< r LN 'Nk „ 1 - .., ,, :.,; u .. ..::.. .,:. :..,('a^bti,f!!$ens=rn.,iYiW+xi- ; ,.., . r-.-si issNdtiW<.w.'�"-'6wa'.WtiY Yitiva`f�.�.aer'y.... '.,.,._rwxew+.,.+ruW.v,y.keit.ra.,a,4.:.:,::..,siia.d..w.,.:,.•s�Y +wa,w:e:..:e.-_..:.:-.c..>_.w.:.,.,,w,-«..:w..-.....,saa:..tr..,:v_..,,w..m.,v..,. .. .,..__.-.,.s.-. _____. _ __ .. - :. +^uarW" ` " - .r'1. W a^4 -..• 1•.r.,1: A�" *v1 �..--: ,jhd{y :d.11lYIWN- '-",i�.4'i++ :nYW�dtla ::t.cWs,...✓:r•..+...:we..,adur;mwi'�w rew:mY,+7w,..t:!- i:i�wiYrMv.lt Draw'auw:...-.•.u.wruWr+icaoi .a,lih'ylilYYY� .aJwtidL.iFY' _ 7 . ` �. .� •.. -'f „ -_. � ..�'- \,'-�'�-�"'.v�—` /"'��, 1 \ i.. ..�"'•fes~ `.``\, VERIFY BATHTUB FRAMING INCLUDING GWB. �,z J / — I Ct':�1,if� i PLAN CHECK 11.Z.U4 8'-4" 44'-0" 5'-1 1/4" 9'-5 1/2" _ _ 3'-7" 3'-6" 9'-3 1/2"_ 13'-0 3/4" SLABS f.L I Z /WALL , -III C ASSEMBLIES „ "1 _ — -_ 30 - _ 5f-6".__ 15 7Z 1 CLEAR I _ n 1 ALL 1 ST FLOOR INTERIOR SLABS U.N.U. 3 51 64 f+t 01 5 54 1� 1-HR �- 1`�' LL' 1 NR �, ALL '2ND 3RD FLOORS U.N.O. S'-9 1/2" INS N, 41 66 �3 6S) 4S 42 T �"r 93 f } 7r� 77 ll a (r 1-HR .ALL EA I ERM WALLS U O 1N5 � I �� r INS j �n 1 ALL IS FLOOR STAIRWAY SLABS U.N.O. A PA [1-HR] 4 .: :� . - r.. . 0- - - - I p� - - L - 71 92 ALL INTERIOR WALLS. U.N.O. N O ALL. 2ND d 3RD FLOORS ~ ALL 1 ST FLOOR PATIO SLABS 1-HR - - ' -- -- , INS UNDER BATHTUBS U.N.O. 0 0 2/6 \ : P�9.TL1 _�QEQKS �. SrA II W.4'1'S 3/0 ;; 3�o f II W S 2 A802 C3 2) l ll.! ALL PARTY WALLS U.N.U. �'\ i �NRJ 0 ; �-r�Fo� Aeo 1 4/5 \ A i NR �, 53 4/A8U1 ! 1 1-'ik .,� A704.1 rB f INS NOTES r- - - A t) REFER TO A201 FOR ALL NOTES � A7Ci3.1 iI� 32 � - 5s ' � 3? 5/d i,, { I Y l' I LG. c4 5 RD FLOOR DECKS U.N.O. K� - AL_ 2ND 6 3 - --- - -----� -- v►c 4 h FlEQ 1 N f - 1-HR Nk N Z i \ 82 tI I k Df (,) 0 A801 REFER TO A801 AND.4802 � 6 ALL 2ND ry 3RD FLOOR STAIRWAY A802 FOR INTERIOR ELEVA'f K)NS - - '"' " « " " "" ! �> 1-HR I 5?. 1-HR ' 61 r � 1 i l�MALL' 74 LANDINGSU,N.O. / _--_' - ---__-- -� NR 31 A705.t � r` - - - - - - - - / ! 6A/B M 46 r ! r 670 82 SNR 72 1Z" N �r . r'~. J� / _ `�•. ., _r �`�./�`-"-� i�~"/\ _.� � - - rin 1 A A7 3. N . _ . .. .. 2110 / S' ,moi � X r 82 "' r•, solo, 01. r e ! 1 YP. 82 NR N " 7 0 k N STAIR , ! .• O �i PLAN ' ! ~ ! I B v " Y] N / 77 NR " 92 - - 54 i 3A05 Paul BCaAvaauAe NEhIteCtUY® I ! N I ! L1Y�LGiRL]� CA''11t1�1 ; ! (v.+ \ TrP. 3'-9 1!Z' „ • D 72 Suite 222 31 �30� 3ellev„e Washington 9$004./813 ' ' ! ° ! B,E0800 2 - - - `°' 'Telephone 425 803 0792 STREET,PRIMARY ENTRY D() 1 1 i CiA FUR UNITS FAC:NG A PU@UC - Q � f=ex 425.803.09,34 ' y - - - - - - •- - - - •I LOCAL EU Al ENTRY PATIO ! ^ - y ! c { ' ' r F; '2C ! ! -A-734.1 7 1 ItR ” r N 32 � I _ __ �^1 1 ; IA 7U 5 TYP. A�'f 03.1 ! ! TYP. y I_INS ! ,. 6/0 x 6/8 SIIdInQ , 2/10 r atio Door( ..., _,♦ I 4 ' - - 94 �, S �, l - - ! ti ,", 5/0 x 5/0 (�,Ik , , Nor. Slidlnp LG, Nor. SJidln 31 LG, \� 71 e B LL.�UE, e Q STOBAG,Er. a - - - - " 12 41 93 �`f� WASHINGTON B. 36 7B \ A705.2 f 81 81 '� r26Ei A"103.1 - 4' — - + NR - 8 3 ! A 103.'i UNIT C' FLOOR PLAN TY P. V go �T FLOOR ' 4'-0„HC ADAPTABLE20 . � i i A705.2 4-0' 101.090 SCALE: 1 /4" # 1 '-Or' TYP. 21'-9 1/4" 10'-7 112" 51-9 1/21, 5'-9 3/4" __._..2--- - ----- I �Il _ -;� _ � 0 0 Dome HC E "a I I Bathrooms roorr►a ADAPTABLE VERIFY BATHTU6 FRAMING DIM. (� � n es Bulkfnp Dor to les INCLUDING GWB. cV oa Dor Area 1 s. . 81-41" - -~--- - --- - --- --- - - or e. 5'-1 1/4" _9'-5 1/2" 3'-7" --3'-6" 9'-3 1/2" ,3' 0 3;4" Patio Area s. . -' t CU e p 2�'-8 1/2" I 2'-8" I 33 -_ S'_6" 2 30" 1 , AI;Oz.a E- CLEAR O1 97 54 1-HR - 19 < �- CLG. HT. CLG H1 I 51 64 61 1'-6 1!2"� 5'-0 INS I ---- I'-0" 53 65 I 5 so 7- -- - d. `4 - - - - - - 0 - - PANfAY_ PANTRY ,� 0 � 2/6 7 � - -' - LANDING 2 G � _ ? 77 �■ O F _ I , 3/,� 11,49Q1 i \ y _; 13/A801 81 J BATH 2 84 NR a/A8U ✓_-_ NR o 1 TIN 9/AE101 32 STARINAY s _ 2_ 53 �' B ►-� K1TCF�.N 38 A'O:S 1 - O /1 32 u 55 � (3 - �� r LG. _— ZO f 1 E1dTRY BEDROOM 1 NR , , 98 `�' O � � BEAM ` "' 95 EN N 31 n O I c A70 ----- ) o N - rrr■ rrwr'rwrar •• w .wr ! �LI,. � It HALL _{ . 52�-..f._�. ITRI 11 NR V31. ........ ............ j'-1, n1H R 6 *4000"N 2/6 9 ----- I 1 A BOl_ n,701.1 , 1 r L f - A701.1 LIEN F _ ` ;i �NIl • NR '• N N ;, -,A UNIT C Cr \ CEII NG 2?-" X 30" 0AF05 A504 ! CEILING 1 1 \ rw amtft c ^� 77 ATTIC ACCESS CLOSET t+ n Q 54 T 9r FLOOR PLAN �y )�21 r 1 „ 31 Ir AT ?rd FLOOR - V LI1 c ! a 3'-9 1;2" " 72 u, Id LIVING R[11 1 30 c \ [>NWdG BATH l et ° 31 11 41 BEDROE 12 91 > • r - �T ! 1 O - r CX CISET 31 1 H R - 5 NR " 0 1 L Date 11/7/04 12:10 PM l H ! 6/J x 6/8 SNding . 1 a :in 2/6 1 " 1 \ 98 O4 R"slots Glass Patio Door I " � 1 PLAN CHECK �._ �. ___ ---I CB' ----- --- ---__- _�...___ _.___.___-_.___— -'- R 3 „n x 5/0 e 8 81 71 3 ! 1 NR A70f+ I•k,r, FAIdn 1.G, Hor. SNdlnq LG. A705.1 STORM STQR�! A,703.1 97 UNIT- C FLOOR PLANT ' 38 - 4 81 Jo No. Q 5 DIXX A503 I Scale _ 1/4”--- 4' --_ q>2eNNLD & 3RD FLOORS °° _ --- ti �, I -DtP B Fronks = 1 2 2 Phase. CD - .— --- �? 3 1 _ A706 A503 r� --- ,; SCALE: 1/4 ' 1`-f�" � I Computer File 1-FIR ! 2350.304 UnitPlan C REV WALL TYPES 11/7/04 12:10 PM L.•. i -- ---- ---- f SFlr�et ( 0 � 20 10'-E', 16,•0„ '1- NIT CREFLECT [ -�� 1-4'-0" ,/A504 __-- ------ ' i �``� 1 �� -+�+--- 1_FIR .ALL EXTERIOR WALLS 11.N.U. �„J ., , / " 5-93/4 A304w I �? CEILING PLAN _-- — ----- __ _ - __ ____ ,+ e. . 21 -9 1/4 .ri ,0-7 ,![ 5-9 1 2 ------ - _ -- ..�, ,._... \ _/ 1 ALL INTERIOR WALLS. U,N.O. - ®�� Copyright 2004 • 4" s 1]'-Qn ESU s•T• �� 1 $CA�.E. � 3 Paul Fronla Architecture oil I ilii ill ill i;l II II I I 1 i I l I I I I I i �. ..., .,. ,.... ,_ _. _.,__,:. Ct17 I I I 11 V F 11 1 1 bill I l tI 1 III { I Lil I ( I ,i i •I it Illlill Illlilll! Illi 1. 11 lil II I! ill I Illlillli iillltlil Ilei i I it { Illillll Ill i I I ill illi II1� VIII I LEl1�YaT 1'c I t 12 13 la 1�1 !? Ie i 20 21 2� 23 24 28 28 27 ee c9 3� Ion m.�I cin a i w: I .e r, Kk a .ti - td' " , i pi. a 8M �- 11 j--, 10 �3 7 6 10 19 1200 watts w 10 Hou sF �-✓ Cr VHO I O�f l I � .ae' " J F• FI Gil .12 I" LIGHTING e ., FU B @ STAIRWAY ! \ BAT112 L1J D ', CENTER IN a, IIITCHEN _I .,, , Q 2�O ° . . y B +� J '.. eee �'`' LIGHT FIXTURE 5.HALL ,� 0 \ " 7A 84'" Cr NOT PROJECT MORE 14 e s L —=.-- — _J_—_. QSDTHAN 4" PER UBC 1109.5 e 6" - - -' �1000Z' 6" - -%% SU 8 11,) 14 18 1200 watts e e UNM ,� ?000%'.atts ' - - _ _ _ + - - - r e TV , I Q r ILK. JlI 1 I F% Fl r( J�� 1 A r A �PANFL r " ,� s 1. SEE SPECIFICATION SECTION 16550 LIGHTING FIXTURE SCHEDULE e e e , , SD B s - t Paul Franks Archits�aur� FOR FIXTURE TYPES. ' e e e 14 C, 11SET :k 3805 1081h Avarua NE j 122 2. VERIFY SPECIFIC REQUIREMENTS FOR ELECTRICAL CONNECTION � e � � F r r ,'� 750 watts i ' F BATl�1 Bellevue OF MECHANICAL EQUIPMENT.AND FIXTURES. -�'' � e 7 � e A A"I�I��, �� r ,�', I E3eil9�ue Wasn�nglon 9d00a-78?3 s 3 INSTALL. FOAM GASKETS AT ALL RECEPTACLE AND SWITCH COVER: e a Fax 425. a 425 803 0792 PLATES LOCATED IN EXTERIOR WALLS. - - - - - - - - - ' � ~� � Fax 425.803 093a 4. FIRE STOP ALL PENETATIONS OF TOP AND BOTTOM PLATES. 5. LOCATED ALL LIGHT FIXTURES IN CLOSETS& STORAGE AREAS PER J N.E.C. ARTICLE 410-8(d) TV , e + `� 2 e e • - - - _ e + A20.1 0 �B ! 10 + , e A !04 ^� �— ;E!.E12HONE AND DATA JUNCTION BOX .AS I " "' j` TELECU APPROVED BY VERIZON dI VERIZON AVENUE J. _._ l r ' .► + ► 150Q w MOUNT BOTTOM @ 1 S" A.F.F. PALL E. F $ ' RA f T� CABLE TY JUNCTION BOX W/ BLANK - - - - - - - - - - VER PLATT. MOUNT 84 TO CENTER A.F.F. GFIc °�I" 4 !''' a BE LE UE, a CTV CO PAS 1 , 'N4GN RECEgTACf ' Q TELEPHONE ONLY ! TELEPHC :t AND DATA R u+JR EOHT '• WASHINGTON SINGLE PORT DUAL PI:R•i TRI.', P!_ATE 1 I I LIGHT'-, 'y� 2266 �� 5 3 n 0 GA J •1� CLEARANCE 11� o e A204 A205 TO WINDOW UNIT C FLOOR PLAN 4 1 COT FLOOR I �__ _______ + I RECErIACLE HC AU'APTALE + 1/3 LIGHTING V 1 _..._._..______.. --__.__ � - - - - -• - - - - - - - - •_ - - - - - - - 705.. TRELLIS SCALE.: 1/4" - V-0" UNIT C-HC ccp� 1-1 N 2 � O Be rooms 0 athrooms r"—'_ HIC cc pa Ha�n.hcop A_da table as — ADAPTABLE E BuildingFloor i_eve 1CIO Gross Flow Area 1T3'4 c,f, Ja N ` N C Storage � s,f. O Patio Area � 0 s.f. I ------ ----- t� C N SYSTEM NUTES � � 1 < � VENTILATION S Os s� 10 s 10 1 4" cila. exhaust en0ronmentsi exhaust dt.lct conected TO HOUSE } -C So I - " 1 1200 wattsCL to environmental exhaust fare, exhaust to exterior ;01.1 PANEL & -------------� -- �"'�'�"'—'�" "'�" C vrafi. IF lox alum. duct or 25. t3a. galv,shaat meta lduct. ! PHOTOCELI. - - PANM Q instAll in ceiling joist space. Back-draft damper and * 61 GFI ae' I— E y LIGHTING aT +48' 100 CFM RANGE. +48' +72. , ' rain hood at exterior wall. I @ STA,IRWAY I I___ EXHAUST HOODft 2 4" die. dryer exhaust duct to exterior well. 26. Ga. I'D gals, sheat metal duct. Install in ceiling joist spare. I I � � � . . /\ � � i > Elack-di and rain at exterior wall. M D .77 KTCHEN N \ /�� 1+30' TV (n 3 wall. Connect to horizontal duct at ceiling j.olst space. `B J `- „ W. _ _ � B +10 DRYERI% � Extend to within 1 R" of floor In well recess Der detail ,4�. I y� v` 6/A705.1 & 7/A705.1. 26 Ga. alv. sheet ^Hata! o +54^ I my1 Bcpl�2QM 1 SHALT_NnT - -- , � GFI ' PROJECT MoRt a 75;5" Y +4e'GFI 1 1 y 4 Exhaust located 3 ft. min, from operable window vent I .. 0 °Oo THAN 4" PER UBC: �, , e .al1►i T fresh air Intake sash vents or c.ther openings Into 1109.5 •• e - • • - ^�;84r • • - • • • e A a B Interior. See detail 3/A205 -V-�----` �" "' `' 94 t � SD Sp y 5 4" die, dryer exhaust duct to exterior. 26 Ga. goly. 5 - 2,_611 2'.6•• -- - e . -` P 1 I) sheet metal duct. Install In attic space uno exterd to D FLOcjfZ - ' ' " _ 14 - 1� 1200 watts A204 _ 00�n�ts _� roof cap damper. Ins'+late exhaust duct In unhested _ _ 1 PLA CHECK 11.7_.0 uNLY y / —1 1000 watts s as with R-4 insulation wrap, _ -- _ Q '..._._..... 6 7'' Dia. 26 Go. galy. sheet metal Range hood %,ent --- ---- - e `, , V I p .�. 1, T I tIF O f UNIT C exhaust duct to exterior In olst space. -7 4" cNa. exhaust: onNronment l exhaust duct r.�nect+�d IIANLUI B Ij 1 • A SD ;I i +, J�ECTRICAL to environmental exha,ist fan, exhaust through attic _ w space and extend to roof cap damper. Flex alum. duct __w-..._.. ♦^ PLAN A ILL=i]ai ' a R R ,a 14 /, `....� 1 E-•T FLOOR / L/"7N or 26 Ga. 1v. sheet metal duct. -_--______ F B1A2kL1 .�N' _ -._ A I R 750 watts 8 Not Used ______ e -L H @ 3RD FLOOR 9 BIEDIRQI)"' 9 100 Sq. in. sheet metal thnr all make-up air vent w. Y ,, 3RD FLOOR e R r1 metal grili each aide per UMC 504.5. Locat4 4bove an ONLY -_-_ x a �O4 " centered an doors. __ _ __ A ' e cp ELECTRICAL NOTES ------- — A _ — 1 TYP. 1 All , — k ;I) Exhaust Vantilatim Fan; Recessed calling mounted wit --_— ► 10 w Date - 11/7/04 12:1 1 PM 11-hour UL listed fire damper. _ -.__-.__..__ e .. r' L,c r� A204 an a Hood Exhaust VentilatlaT Fan 14 ' � -- Re'.�slons 12 _ Joists ace Ilned with 5/8" GWB or GYP. Sheathing. •= ..---' _moi 15 --�- -- �'''='-- -•"' j 1�PLAN CHECK 1 1.2.01 1 — 11220 W rodent a'+rface moanted callingheater a -�'�� A+'S. s` •'t 1 1 14 Recessed wall hooter. See spec. 16830 Electric Heat. `. 4 A GFIC �. �IIGN RECEVALik UNIT C i'_LOOR PLAN a UN10NGHT G: I °•� LIGI11 2 Jo o. 2ND 8c 3RD FLOORS 2350 �' °� A2°4 _ — Scale 4 5 3 CLEARANCE Drawn B ranks A204 A205 TO WINDOW VENT ase C SCALE: 1/411 1-/SPP / 4 Computer File I A204 2350.304 UnitPlan C REV 11 17/04 12:11 PM RECEPTACLE v Sheet !:L O r 1 I . b A3042 ____Q Copyright 7004 - YPaul Franks Architecture s I� .�'Jti'E„iMiN��) de�►'�hl�.�g ,�� Ia�Ir . „ LE0111111MY 9TItR1 II I I iii llll il�illl�lll !t I I I �if I I t.l i S r L I) l ( III l �tlnlll �u �I i� Illll i�liillnli�nll�tlll�ulllini�ilnlrl!lull II i�l illlli �IIII�!ll!�in II I Iuliiul � �� 6 a, \ g,� IU I I 12 13 14 IA I IA Ili 00 21 A2 23 2a 23 .^.E Si!7 28 24 30 J 1 O min.I qd M MJ 0 • rJl,y' 5 f 1' P."may M1��/ ` ;I'_^•.. VERIFY BATHT?JB FRAMING DIM. r I C; 1 PLAN CHECK 11.2.04 " " IN GWB. Li g_4 45-8 5'-1 1/4" _ 5'-5 1/2" _ 3'-4" 3'-�i 1/2" 7'-9 1/2" _5'-6 1/2" 11'-0 3/4" SLABS E QOR / :F LING ASSEMBLIES ..� 2' 8 '/2" 2'-8"� 2'-10 3/4" - 1 S - 93 - CLEAR-1 �51 64 '61 -- 33 -� r---�.� 72 3U ,� A7 3 t A U2.4 I [11"!R ALL EX1 cRIOR WALL5 U.N.O. ALI. ?ST FLOOR 1NTERIUR SLABS U.N.O. 3 42 I 6 93 75 94i-HR ALI. 2ND�+ 3RD FLOORS U.N.O. = 1-HR I 19 6 iN5 53 65 45 O1 74 71 ` 78 74 72 4 ,. INS --VS O ALL 1ST Ft.00� STAIRWAY SLABS U.N.O. '� A 77 l a ' �Q = - I - - - P� WH r { c a , r! �1 HR AL` INTER"')k WALLS. U.N.O. ALL 2ND& 3R0 FLOORS A7t?5.2 / F.- <'./01 ALL 151 1-LOOR PATIO SLABS U.N.O. <-i' R 7 N - - - _ _ INS / UNDER BATHTUBS U.N.O. - - ---- ---2/6 © 2/0 94 t S L- ��c I 83 1 R t HR U 1--IR ALL PARTY WALLS u.��.o. PATi�..> .G�E�KS $E� AIR4'� _ Lij �1 v 84 - 3/0 tJR :si ! - 1 n `n 32 I/A8O1 ' 2 81 Ih5 4/5 A 1 53 \� �' B -_ NOTES REFER TO A201 FOR ALL NOTES °� - ` ' 0 �' 32 � � KITCHEN Op � H 5 A703.1 /, i 55 `� 1-HR ALL 2ND& 3RD FLOOR DECXS U.N.O. NR ` n ENTRY _ . .� 63 _ 95 � - _ "T I c A2�� - - 92 NR � t q r 2/10 ! I K V A801 REFER TO A801 AND A802 I O _ `. Ir 5A ALL 2ND dl 3RD FLOOR STAIRWAY A802 FOR INTERIOR ELEVATIONS in _. .- ' Is » a w f» »' x so so w a w a 6 _ 3 011 4 1-HR LANDINGS U.N.C. - ` 52 2'-1 NR 54 77 .A, \ NR i \ � `� .��^•.. �. -..�,�•J� ....-/``�..,�.�./\. �--.��'•-.-•�`- �......- 7 5 6 ' 62 in 45 Frill, i 2 12''1 v 1/4" 82 � I tD 1 HR A80 6A/B M �1 31 2/17 31 NR 6/0 - - - - - - - - - _ A703.1 w w • �� - - . w . _ _ . - . - • - - - - - - - - - - ` 1 �� STAIR , I " TYP. CL�SEI . . : 2/10 C1�SET In I N PLAN !'\`v `� 82 _ _ : : - : : _ _ :. 41 M N ' NIT D FLOOR P�..Ar V ' . 6;0 82 is NR PAIS! FrenkO AfChitACtJtrA U , I , _./ . ` 3805 1081h Avenue NE I 4 ;; Suite 222 FOR iJNITS FACING A PUBLIC STREET, I _ ' lJ ' � � � �LI� , NR �'�, I � I1 41 Bellevue, Washingtan 9800 -7813 -_� DOOR LOCATED AT PATIO --1 1 ST FLOOR (FACING U 1 A , , - - �`J"--- 31 , 31 TI 5.2 - \ , ---'- , , BEOflClOM_l BEOg�d 2 TVP " 31 �+ Telephone 425 803 0792 FaX 425 I Email 1 enksarchL4�aol.corr. I ': uviw Room STREET SIDE) HC ADAPTABLE , I _ , FOR UNITS FACING A A7G3.1 A703.1 ,. ' 1A i , I I /� PUBLIC S1,REET, MO , 5/0 " N SCALE: 'i/'4" - V-0�� , ' ' - - - - - - - - - - - r-\ DOOR LOCATED AT .- TYP. TYP. - I I ' PAT 10 w ' , I I , ` r t 2 3/0 x 5/0 , 4/S ' ' ' 0A- . 2C ' A704.1 A703.1 rA704.1 9 ' Single Hun _. - _. _ _ 1 , I i 5 , , g g . A703. I TYP. A70,.t , P E FRANKS [I-H1t TYP. Tyr P. TYP. Ccs i - - - - - - iJS 6/0 x 6/8 Slid ln i I c• s' Patio Door ;' ' ' �- - ©ELLE UE, .e _ I.G.T. 83 I - - -_-- - _ _ - _ - - J j ON - - 5/G-k 5/0 f3 �j WASHINGTON 'C' ' C ' HOR. SLID NG B HO DING B . : HOR. SLIDING 2266 { STS PAM NR � � LG, I.G. LG• � 4` 0F V ' J 3 '. 4 I STORAGE PATIO_ _ _ 12 ' ' l� '! ' 0F - - - 36 28 i A705.2 i e I• � 1 NR I ��-- - - - - •�- ' A703.1 v � 9 � 37 �- 82 � A703.1 c A703.1 , 81 I 81 a. . ... . 81 ...... .e . 2'-0" 31.61' " D �'L��R PLAN - r--- ---' - -- • . NR . . .;,. . . . .. . :-::. .......�. UNI t , SPECIAL CONDITION - ,�' ' I ' 8 BUILDING C ONLY 1 T FLOOR 4 ' A7 5 .2 3 A703.1 RE ER TO BUILDING PLA �.7 I U' i-HR ; I A 3.2 2'-7 1/4" ! , TYP. �. TYP. I V HC ADAPTABLE I ' 1 r rr ; 1- , 1 ., r'2 11 10'-1 1/2'-'.---------...L--------- - /2" 8,_411 �' SCALE: 1/4 - i -Q � - - - - - - - - - - - - - - - - - - - - -4-0 - - - - - - - 81-9112 - 9-8 -- ------------ --------- - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 'IT D-HC 41-011 _- 15,:b" N c poloolooli 20'-9 1/4" -- -- --- 11'-2" - I.. - -- __--13'-8 3/4" e ooms �C � s rooms n ca A ��tams Yes ADAPTABLE VERIFY BATHTUB FRAMING DIM. ` 2) M u n aar Lev 1 1 ` l op Floor es s. . 8'-4" 45'-8" INCLUCING GWB. Cz N ( C Uor a s• • 5'-1 114" 9'-5 1/2" _ 3'-4" 3'-4 1/2" 7'-9 1/2" 5' 6 1!_2" 11'-0 3/4" J -.. I CLG. HT. st o rea s. . �----- 1Q t,;t 6 2nd FLOORS tl-e 1/2" I� 2'_8" 33 2'-10 3/4" 72 30" 97 � C ^ �- --"I - 1 .. 7'-0" n1os.s I CLEAR I 42 98 97 98 1-HR 19 2 � ad �NR s5t r end CLG. HT. St 64 6i - A602.4 ` -� QQ 1st Sind I LOORS ONLY 7'-O" '- INS V " L 0 rlooRsoNlr 41 66 53 45 � ' 01 � 74 � � �� 74 �' CL cc N AlU6 `_ 0) CLOW _ (WH A 71 Lr I" � LANDING 0 2/0 r `� - -- - - - 2/6 1-HR S 91A801 0 '/ 72 24" _ 83 - , � I ti � J, 7 I� �. ^' 1-FIR :r , 3/0 .. 3/A801 I co �n 32 11 3rd FLOOR d4 NR „ -5/AA01�-_ "`� I o STAB1NaY 3 T .. 53 - a Ei Ul ao _ _ u`' 32 '�� KRY.kiEM NR . . r' VffCMEN BATH 1 MASTER MASTEF3_BfDROQM r, 3 8 A 7 0 3.1 4`' ' 55 � � o � BATH 032.. N ! 1. 4 96 r OD F11j - -+ - -;- 63 _ r 95 32 ... 9h Q I '^ �' ENTRY - BEAM LINEN � � A i 01 it EPITRY � � l ` � "' 2/6 NR x Cz ' .._. - ' Ln r . I I0M N - -- -- -- - O 111 6 -- 52 2'_111 NR - ---- 5 62 45 1AD 2" 72 2'-10 1- NR \ I HALL Ll-HR 6 9 in f� (� �+ 9 v ...I .... .. - A802 A701.1 i� �L\3� I 2/6 NR 6/0 �1 A701.1 M �• , CEILING CLOSET ClffiEt ;� A5U4 - CEILING : : nit . _ _ ;,;,� 2/6 _ _ _ - - - - - • 41) M N UNIT D " rn - ti "R FLOOR PLAN ac - I 1 ,16/0 N NR -.__N DN1�IG NR 11 f N (31), 21 41 ,�, ` BEDROOM-1- FL REDROOM1 n BE�OOAI_� i i�0lL1 1. 31 1 z k-`' 3 8 M 30' ;� C3 � NR .. �-ATTIC ACCESS 1 r%t F/(! ' m 9 > 0 .. Q AT 3rd FLOOR > EA705.1 Date 11/7/04 12:21 PM .✓ -RmIsions 1/2 I e 5 . I A703.1 a 1 PLAN CHECK 112.04 I iR 6/0 x 6/8 Sliding INS Gla s Patin Dr>nr T7F _ -_J - ...._ ..._.. __._.--_. •�••--�-may ---i-- - --•-- �---' .' j-- -- ( --- - -- -_ _ _.--------- - _. X C/0 B 5/0 X 5/0 B 5/0 X S/G B B UNIT D FLOOR PLAN \�� 3 �,�� 1 NR A7�6 R. SLI,ING HOR. SLIDING; L' "' I R. SLIDING LG. ' A7U3.2 � � _�cra�Vo. M� 'S"TXli I E le t 7Tr 1 2ND & 3RD FLOORS I C� Frsnks- Mix 4 ( � � � Phase CD_ STIIRAM I DEC,C I 2 """."_""'.....' `v - -- - - - a -A503 I Computer File _.- r SCALE: /4'r *� v-Q,r bo --� �8\ I OmR , v` � ' a 23.10.305 Unit Plan D REV 2 A503 WALL TYPES 11/7/04/04 12:21 PM UNIT D REFLECTED 3 - f ae Dome ..��.�. �._._.... .f 1 HR 2 A5U3 •..w, 2'-? 1/4" - •--1 Sheet thr�a►rla """"`"' - ---�---__-- - A706 � 1-HR ALL EXTERIOR WALLS U,N.O• - c taols ' 0 12 1 .�� INS , R CEILING PLAN n Dor Lev -3 , „ , - ?.0 I .. ,1 , 1 8'-4" A305ol o „ s Dor ss s. . q_0 1/A504 8-9 1!2 -8 0-1 1 2 SCALE: �4" �.o" $. . 4r-0n 0,-0„- --- ----- - ---- ---- --- -- - - --- 1 NR ALL INTERIOR WALLS. U.N.O. - Copyright 2004---_ . $. . -- -- -- --- -._. , 13'-8 3/4" Paul Franks Architecture 20'-9 1/4" 11'-2" - A503 ...._._ is wool 1N"w" _. ._,. _ phi *Itl r ill Fill! 1. II II! 11 111 111 I I 1 i t I I I RTI'll 11 1111 it I II II I ill) 11 I IIII IIII ( I III Ill Ilii IIII II►I'.1!!Ii.I III ill II i ue .ItY�1"AM�lowspliplillilp C IP I I ( i O � i I I � i � I I � ! I I I 1 ..j ` I Till ul a 10 11 12 l3 14 18 17 18 i� O I i'JI! !.� 24 20 27' '�'E' zq 3U I Olnm.t and P„ ' S' �X q , t f{ - -.- _ -`y-,.�;�,_xa w�,d:.a --�n.sia�.,....:..,,.�.�...w.;,._.e•,.r�u.,��, ..,..��.�wi.,�wa+l:...w.n„_,.s,........r,..,......-.....,._ -._. ..__._.. .. ._...._- ... .... ..,....,_w.m.,..w,.....a,.. _,.._.._ �. _ .. ._. ....-__ .:. .;.,,.....�-.:i.,w...,_;�.:_...._..r..,.R.W....�.-....a_.: _._..:�_.r.»...:...w.,w..«.+..«era..w.d;.....,wY.:...:,....,-..__._.�..u..�-.....w�,..e.-....�a.:ww:.•.,,,�a;�.:w:..,.::,e_W:....._.;...,.»._...,.._,..._.._..:w..«.d... .`--_,.r:,:s.-.�h v+��' aM-N:.�. e�A,.•.:.e -. ;.. :,.. iiir' .si �Yi�Y�tS�,WWYW�IIM1Y�1 —'--'w+a,e.,:. �..:•.n..u.,...,na.>r............�u.,_.........,..w.-.r+.:w,...r:...uwJ...w..«..._.w,r.....-.....w -....,...•. ,r 19 1200 watts UJ _ V •, ' � ! 12UU watt- � CLMIT E eArH I I+:,i I IIP LJ SII F ! -” �► MASTER BE VROOM 1 "� ENTRY #Eq , ,, ',( 1A� 1000 w,itt �. 4 41M (A,'—,,),4 . 1500 viatts 2'.6^ I r: ---aFd•a - HALL C'i ,- CLLSET i a Paul Franks Arc-hitecture • � �1�1 ' 0�11G �� ° � ' • ' � � 3eo� ?urltr, avdnu« tiE� Suwtb 222 � 1 I r ' � . + # r-.� (3&Ilevub W85hin3!On 68L04 7H'J a E3 1 U' g , 1000 watts BEi2A0OM 2 14 { � ` i h! ' ' � � A. '• 1 ' • �' 100(1 �+. +tts Teieph>Jne 425 80�;.illy2 � Fax 425 803 0834 ' mall rankserchu4aot culr� - 'A2f14 A?0 4 I ' , ",f + P FRANKI. S aa , Jh 6 'J I T P•►" ;; , , - 1500 watcS rr: t 1 GBE LLEVU r-x ' .a....at.�.. __. .._._.��. 7'"'^'`+`..r.,I II +,. �, .� i►..=. �/ ��. WASHINGTON �•� � � . . . . .. •i• ��•� .`. ,1 2 •�- ;. � ! 2266 ' IRR CIGNT . 1 �{' V �/ �I` �J 1, tt 4 f 4 O�-. 1 1 ,+JJ ' S l tGhl l ••, , A ;�,�,�•rr , •. ,� , A?Oelj 1 A. ) 4 a I IGd r, UNIT D FLOOR PLAN '' I+ Dh _,�� '-0I,•. Y- (:L.r >RA %A10 %M1N,.OV, r'r11?01 ,� U) A .04 I ST FLOOR 1 HC ADAPTABLE - : � , iTCLt-ITAc:LE , 1 ' SCALE: 1 /4" ._ '� '-�" , + ` TLLEPHONE AND DATA JUNCTION BOX AS 1. SEE SPECIFICATION SECTION 16550 LIGHTING FIXTURE SCHEDULE TEI ECO APPROVED BY VERIZON dt VERIZON AVENUE _ _ _ . _ .• _ . .. .. . . .. _. .. . .. _ _ t�1 UN;T D-HC - - - - •- FOR FIXTURE TYPES. MOUNT BOTTOM� 1 S" A.F.F. I- ----- 2. VERIFY SPECIFIC REQUIREMENTS FOR ELECTRICAL CONNECTION ` OF MECHANICAL EQUIPMENT AND FIXTURES. CABLE TV JUNCTION BOX W/ BI_h.NK (� Bedrooms _ 3 &HC 3. INSTALL FOAM GASKETS AT ALL RECEPTACLE AND SWITCH COVER CTV COVER PLATE. MOUNT 84"TO(.ENTER A.F.F. Q Bathrooms 2 ! ,(,h1TING Handicap Adaptable Yes __ ADAPTABLE T RF L I P` PLATES LOCATED IN EXTERIOR WALLS. TELEPHONE ONLY 14 TELEPHONE AND DATA E G Building Floor level 1 4, FIRE STOP ALL PENETATIONS OF TOP AND BOTTOM PLATES, SINGLE PORT DUAL PORT TRIM Pl_\TE A;r1 Gross Floor Area 1,161 s.f. S. LOCATED ALL LIGHT FIXTURES IN CLOSETS& STORAGE AREAS PER IO M� 0 UNIT D FLOOR PL Stora a 3 � N.E.C. ARTICLE 410-8(d) (, I ST FLOOR (FACING A PUBLIC PatiaE,rea 130s.f. ----___ �, c 10 ,.- t 3 1200 watts 0 Co STREET SIDE) HC ADAPTABLE VENTILATION SYSTEM NOTES - {�N;0, ; 10 , 1g = /� 1 4" da. exhaust environmental exhaust duct conected -`�• '•�•, ,....-».y••-w• -�•.,.•.... .•�.•.._�._w..•. M-• ••- • . •' •' •_,.,•..,.r. �� •..,.-•.�• ��-- I 12(10 watts a. � /'1 11, 'u.�I E � SCALE: 1/4" = 1 7-Orl to em-;ronmentalf exhaust f0� exhaust sheet metal duct I a} i > is C wall. F iox alum du 2E g I lit i(,, III t ...Main �P' Install it ceiling Joist sparse. Sack draft damper and t.IC;I�'rlr'r. I � °'' i of 'E °+FM ,rk 10 'k, E 1 I .4!, I r, , aA i rain hood at exterior �.vall. O' ST-i.lkN«„ 1 y , 11 t ; I E{ 2. 4" die. dryer exhaust duct to exterior wall, 26. Ga: � galy, sheet metal duct. Install In ceiling JOIST space \ s _ � a Back-draft damper and rain hood at arterior wall. �'-•' rrr,''"' ?� ? wait n to horizontal duct at coiling joist space. a - - :'� a sect 9 J p / Extend to within 18" of floor In wall recess per detail Ej4 `- ..`"'t!� . d ✓, 'e►r 14 6/A70S.1 !, 7;A705:1, 26 Ga. alv. sheet metal ' to, _ _ Lxdls Imull16 duct. _ sl!�,lt Wf Q - " A Q EF-1 t� csFK _•4 1000 watts O 4 Fxhaust located 3 ft. min. from operable window vent ' ' r. may` C1'.�� i - '' 'ser t ' 111x1 1 I'll lief fresh air intake sash vents or other ope:vngs into ,tom... �,_� ."'�"`....d,T 1 •.� , interior. See datail 3/A205 _ _ t Au4 1 B 5 4" cella. dryer exhaust duct to exterior, 25 Ga. gals. 14 J - - ' +ea° B Y sheet metal duct, Install :n attic space and extend to l ,,,'•j=1� 150 amts I cap damper. Imsulate exhaust duct in unhealed Is aces with R•4 insulation $1 ,,..,..... ... ._..�.. F 6 7" ilia. 2.6 Ga, gals sheet motal Range hood rent �+ 1 �' 9 ' � L1�IIf T ,� exhaust duct to exterior In plat ace. • CLOSET —._.__.L_� p . p r _ �exh list environmental exhaust duct conected ` ; of _ . . _ . _ _ N t d •; 'r SD Ir ' �+•�RI T 4" elle a \ `�; ELECTRICAL !\A1..,��.. to environmental exhaust fan, exhaust through attic \\ i, FLOOR PLANspace and extend to roof ca damper, Flex alum. duct L.IV� � A r � I- f\ A or 26 (is.rgaly. sheet metal duct. � ..ND fL(10R')NL1 I ��' \� 8 Not Used v, v ..:` i 8.10 B 1 1000 waits BEQNOAM Z\ ' . u �;ra Sq. In. Sheet metal thru wall make-up air vont w. ;o A. ( 14 metal grill eoc`1 side per UPM_ 504.5. Locate above an , �, ! -. r ► sl a Q. H 1RD I L.00 t N s 1000 watts I rental on :is• > I I rUR , r , ELECTRICAL NOTES — ----- Date_ 9/22/04 11:44 AM 10 Exhaust Ventilation Fan; Recessed ceiling mounte•i wit 3", u t'•f) fI r t 1-hour UL listed fire damper. tt �, ?O l Revisions 11� Ran a Mood Exhaust Vertilation Fan 2N0 F1 00R ONLY ` 14 s� 1 g 12 Joist space lined with 5/F" GWR ar Gyp Sheathing. A;'Oa a 13 ),?00 W radiant 'surface mounted ceiling heater ? t a Recessed -we", neater. Sen spec.168E40 Electric Heat. - 1500 tva 1 -•--__- --- � e' UNIT D FLOOR PLAN a A2 01 E t rue tax 1vFranks, RD FLOORS tviI.ntft•' a vDrs _ SND ,. 3 ��,; .,r.,- ; �` � M r� Drawn� - -- # � I _irl'1 _ Ptiasa r.D �..___. II Y•(•►Y f'•a� 0' CdxrputerFlle SCr.lE: 114 = 1 .I s 3 1, CLEARANCE Vr141 t s 1 i 2350.305 Unit Plan D A20a A105 ro WINDOW A2oa - �' 9/22/04 1 t:44 AM I � a Sheet (;, ( 1••3_.... � A204 x. '~"•' ~ RFCFPTACI_FA305w2 - Paul Franks Architecture H 111111 1.111 II ill III I I III. 1111111111111111 I I ;il I I Illi I! I) 1 I Illi 111 '1111 Illi Iltl Ilfl I ! IIII Ili I 1 11 I IIII II I rill l 11 III IIII IIII illi Illi 111 IIII I If I I I II I ill II I II �o .rrYe1 cm � l � i ' ii I � Ii � � � I � Y y ! IA 11 I I.w 14 \ ID 1''i rill! le 20 21 22 23 24 2� 28 27 2A 9t9 30 i i v •pk 'Yt 4 . °vg. q 5i » » _ _ 44-0 _ 8'-4 32 0 1/2 _ 8' 4 44-0 LEGEND NOTE:THIS UNIT 4-1/2" MORE THAN S I'ANDARD UNIT 40-0" ---- -1- 4'-011 101-011 18'-0 1/2 W-O" 10' 0" 211-001 [fa-0,. ��.. A SE � 7 I � COR /CEILING ASSEMBLIES ,J E,. -- ---- - - I SPECIAL CONDmON �j'� ALL ?ST FLOUR INTERIOR SLABS U.N.O. 3 \ 1-HR At t EXTERIOR WAI t.:U N.O. 1-HP. ALL ?ND& 3k() FLOORS U.N.O. 1 � } 2U -- / ALL 1 ST FLOOR STAIR',NAY SLABS U.N.U. OA A N; ._._ .. INS } syU2.t J •� � � l - -�- -- - 1 1 •� LL ' F.F. ::4 ALL IN fERI0R WALLS, U.N.O. 4 F F 5AFF QR Z ALl S FLOOR NATIO SLABS U.N.O. ALL 2ND 8c 3RD FLOORS ! F.F. �� J" I 1NS UNDER BATHTUBS U.N.O. 4� _ - ll' P.�.C.IS? .R. INS 1-HR ALL PARTY WALLS U.N.O. ' STAIRWAYS � � �,� - 1_-• _ - _�� _ --L� -- --- _ - - INS 11.1 OB lj NIT TY _-- I I = r 5 NOTES REFER TO A201 FOR ALL NOTES �. I U PE F F , I UNIT TYPE F.F. r ALL f ND 6 3RD FLOOR DECKS U,N.O. UNIT '�"YF'E JSF -THC 010104 r 2 B1 -HC �°o � 1-HR_ � s,4• I �kOSS f A 4 , GROSS FL0OR AREA `!48 S.F. GROSS FLOQk ANSA 1,034 r LOOP kE 746 S.F. STORAGE 34 S.F �_ __� _ J i sA AB01 REFER TO A801 AND A802 J -� I 1 STORAGE 34 S.F. 1 I ALL 2ND& 3RD FLOOR S-TAIRWAV A802 FOR INTERIOR ELEVATIONS 3TURAGE 34 S.F. .•. •- DECK 80 S.F � 1-HR -_-- rir'._._•___,- DECK 80 S.F. ` DECK f1U S.F. � '7 t -� � � •, LANDINGS U.N.O. l� \ NI ' - - - - : _ '� - - A7 5. - !I _ u - - - 1 PLAN CHECK 11.2.04 602,1 UNIT FLOQR LugN ENTRY P Q A 1}R WALL 17P �_ �� f� REFER TO UNIT FLOOR PLANS A301-A305 FOR P'` o, �,7 � �, �,/'•.�'� ALL UNIT PLAN INFORMATION. I � � L11 Q e r - -- - _ - 1 l___�l_ _ __-..Jr rF.F- _ w - _-1 1 F _ 1 F F �— __ _ ( 4l ll ___ �_ w /� ( C; } - —" _ -- 1 �- Paul Frarks ArchitWur® '/L AR WALL a I � �� J l (Ly ____ F ll 1 �� 77-1-6 N I '3805 108th Avenue NE 1 '' �'^'--"-T' SPECIAL CONDff I TYP 5 Swte 222 STAIRWAY PLAN A501 Q ' QV602.31Bellevue, Washington 89004.7913 �) ++I 01 Telophone 425.803.0792 STAIR AY PIAN A5d1 `-" t I- - -- 1 2 f FMx 425 803.0934 t. L_ � 4 . �= Emell paulf@integraonline con - - .. .. - - - - - - - r. -. - r 602. � - n "• r 'SLAB PERIMETER INSULATION 1:� i1 ------"'-'�. --.--- ^ PER THERMAL INSULATION M -777,=�____� I I T' 11 UNIT TYPE F ' ;� r F.r-- �� SCHEDULE DRAWING Az01 ,7 L N YPE F.F. _ F UNIT TYPE N - --- _ 52_HC Q r I I Al �HC E��--! 11 62 ESC �o _� io GROSS FLOOR AREA 939 S.F. `� 5I GROSS FLUOR AREA 746 S.F. 7 Q r I GROSS FLOOR AREA 939 S.F E. F KS L-+ STORAGE 34 S.F. 1I STORAGE 34 S.F A f r 1 STORAGE 34 S.F.,, v+ -- DECK 80 S.F ° i DECK 80 S.F. [� 4 v~i DECK 80 S.F. 4 _--_.--_.- -- • •' A A7 '±.1 A70 .1 Q f WASH WASHINGTON LEV v IOD -11, --- - I 2266 F.F. OF OR. DR, YP ( -- 18'_0" - ►- - - ___ - ... . . .... ......................... .. ...............�.. - Cly _� 11 Li i# .. .,.r- ..,. .... .... ..._ .......... .... .............. ...._. .... :.. U 1 �1 �� TYP.ri I `�� 1 SIM IL .1 �"" 11'-6" 11'_6" � 11'-G" 10'-0" 10'-0" 10,4, �-- _ ��-_._ - -� i cc 11 1 1 11 11 al 1 1 11 11 I 11 F 9'-0 /2' 28-8 1/2 41-0l'-- 8'-4 4-0 28-0 ?/L' 8'-4 4'-0 7.8-8 112" 2'-3 1. 2" 9-0 - CM rf SCORE JOIN'T'S TYP 6 r. ° BUILDING A-SLAB PLAN �" > � 1 ..� ._ N SCALE; •1 /8" = V-G" GRAPHIC LEGEND REFER TO A201 > FLOOR ASSEMBLIES REFER TO A203 ' STRUCTURAL REQUIREMENTS REFER TO STRUCTURAL DRAWINGS F.F. REFERENCE FINISH FLOOR ELEVATION REFER 7•0 CIVIL ENGINEERING DRAWINGS FOR TRUE ELEVATIONSX0 ; Q a BUILDING A BUILDING SLAB PLAN Date_ 11/11/04 10:46 AM Revisions 1 III 4N ( HI 'K 1 1 1 IVO. �Dn�wri-Y Franks Phase CD -Computer I'Ile-� 2350_401 Lsldg A REV 11/11/04 10:46 AM I Sheet 1.11) of ; 3 A4 0 1 1 4 Copyright 2004. Pout Frankts Architecture f ..,:.4� ....._.-......._-... ..- �.._-.. .._.,., "^_"_- -...- _•-'__. ..._..-...,.-....,. .__.._.-_-,__••_•_-�---�..�. _.,_.. --.,_ _. .� _•._-__._--,..- _- ..._._^-+...-_- ,,. +',�,f�..m� ,eililM,"11'.'afMMt7: HZc:3t "'.+.aln. I illi 11 II11 1111 11111111 1111 III 111111 I I IIII II 111111, I,n Itlt !lull nil Ilii IIII�II I Ill 11111 I 11111 II[.III In11111'"'1t1� il' Itl�il; �lll�l III III 1111�1_ Pill IC �sIr �b 1 ! ? 1 1 E; !� A to 1 1 12 13 14 i 18 17 Is 19 2 21 22 23 24 21; gE 27 2A 29 30 Tq ' ,' r. [ � I,. - � r; •+.MI'MIV'-"F+°.res+nw- 1� r { 1 Fn l : r ti s �-toss.Wlt._.,.....,..,�e.�..s:._.:.- .,..:.�,..L-._v.,...�.-..,.r.�._.,._ ._>��..�.�...d__n ,... �. _ -d.,.:_ r�+a� ..a..-..__,.�.Y,..�,..�s -_ .r,...rr...=,; `....._ .,._..,,... ,:W._,,.�_.� - .�........�.,,.__..._ _...r__:�.•-.,,...,:.......,._-_-..__.._....�..._,..._.........-_.,.._�.....__..:......._.,._..�-._._.. __.. ._. ��.. ._ .._.-... ....._ _..-._,......_ _ _ .. .. _..__ _ _.. .. -.._._,�,___. _.. -. _. . .... _._. _..... .. -___ ._ ..___.._. _,._..-. .._. .. ._ _..... ..,�....._._._ -.._. ...._._._.-..... .......... ._-_.._. _.. __.._.. _..,.. ....,-,.....-.._......_.____....�.,...,....,.... _.,_.....�._,.a........,.W.w�,..,....,...:_....,..:,.m..,�...._._ ..._.....-__ ..._��..as....a._�....�.:.:....�..:, ,......a..._,._u.,r..,:..�..di..,.".x.r,�.r�-:.>.,,...r:,.awrr - - '� �,,L�_we&I. . w. tl t f .gib' r• 8: Y I 1 136'-8 112" --- ----- ------- -__-- __ -.______- 2C------ 2 � A703.1 SPECIAL CONDITION -� I � •1, � 44'-0" �.L D 44'vv PAI �'r 3: -0 112" 8-4 --- --- - - - - --- --_---__-__,. -_-.-- ---- NOTE: THIS UNIT j-1 2 MORE THAN STANDARD UNIT u►IAI I 7 iL- FLOQ /CE(L!Nig ASMBLIE5 1 2 TYP.2C `;PECIAL -'ONDfT1ON b01.1 ALL 1 ST FLOOR INTERIOR SLABS U.N 0, 3 �� 601.1 f21. A703.1 V � 1-Hit ii:� EXTERIOR Wal-.LS U.N.O. 1-HR ALL 2ND a 3RD FLOORS U.N.O. 11::, HU( PANEL<. 0 Ci INS CTV AND PW 10 CELL i TO HOUSE PANEL _ � - INS � ALL 1 ST FLOOR STAIRWAY SLABS U.N.O. FIRE SPRINKLER 2 - - - _ AND PHOTO CELL \/ a 601.1 TELEPHONE ~ H1_ O 4'� r-- 1-HR ALL INTERIOR WALLS U.N.O. 2 ALL 1ST FLOOR PATIO SLABS l!.N 0. 1 HR ALL 2ND b 3RD FLOORS ` 1 5q F.F. O UNDER BATHTUBS U.N.O. INS Q � }.�. F.F. t. i)S D_, DS °D 5 1-HR ALL PARTY WALLS U.N.O. PATIOS rUECKS 8� STAIRWAYS _� � D.; _ _ _ - -- _ _U-"• - INS � • _ .� - - 5 ALL 2ND b 3RD FLOOR DECKS U.N 0. /NOTES A 1 REFER 70 A201 FOR ALL NOTES �•-- 1 I z� F.D.c.-� •,�~ UNIT TYPE ) f F.F. -�_ NIT TYPE F.F. 1-HR B1 _HC -000-� z UNIT TYPE ) Al -HC - A7os.a 1' C-HC o.00 t I GROSS FLOOR AREA 948 S.F. ` A801 REFER TO A801 AND A802 (� - I GROSS FLOOR AREA 746 S.F. d r STORAGE 34 S.F. L 5A ALL TND& 3RD FLOOR STAIRWAY A802 FOR INTERIOR ELEVATIONS GROSS FLOOR AREA 1,034 S.F. ` I r �r I STORAGE 34 S.F. I STORAGE 34 S.F. DECK 60 S.F. r _ 1-HR LANDINGS U.N.O. Lr c+ Ott M: 80 S.F. { 'I in DECK 80 S.F. cr= r r L •--- M� Q cQ _CIAL CONDITION , HR-INS � _ L '� 1 N Li - - - - - - - m UNIT FLOOR PLANS A602.1 REFER TO UNIT FLOOR PIANS A301-A305 FOR -• ' c 4 ` J A602.5 PA WALL. TYP ■-- ---•---� ALL UNIT PLAN INFORMATION. ENTRY P 7 W \ Paul Franks Architecture N N 4� Lis r� ! f 1. I I-� 1 �- V 1 ��..., 1 (y ��,-i' ', ;iE'(;; , 18th Aver:ua NL r Sulhi ARTY WALL GENERAL I�UI�IM C REQ MENTS Fielievua vvashmyton �80U47813 ✓- SPECIAL CONDIT CUPANCY R-1 APARTMENTS STAIkW.17 PLAN 8501 �' y !/,,, Q 601.3 ___ - Y- in J i CONSTRUCTION TYPE M V-1 HOUR FIRE RATED Telephone 425 803.0792 03 0934 Ln J 2 - STORIES 3 _ Email p8uli@i tegraonlme.coni ' c- ",7AiR AY PIJRN A501 - - - _ _ d _ . - ��...... .._..___..-_•_� . _ i 602.`' _ . _ _ � -- - • -•-••••- - { AUTOMA I IC FIRE SPRINKLERS PER UBC STC). 9-3 .••••••w. - _ y. 13 � . '� FIRE ALARM - AUTOMATIC $� MANUAL _ UNIT TYPE EXTERIOR VJALI_, 1-HOUR FIRE RATED A 4 _ �y UNIT TYPE 1 UNIT TYPE L NI) 1-HR IN5 : i L INTERIOR WALLS 1_NJIJR FIRE RATED F(. Q F.F. N 1 I uG�I `` � - FLOOR / CEILING ASSEMBLY 1-HOUR FIRE RATED SOUND RATED _.._ o A 1 -HC, 0.00, L__ c r, 132-HC _ --- MI �2-I-IC , - r I1 ROOF/ CEILING ASSFMBI_Y 1-HOUR FIRE RAI CD A � FRANKS 4�, I1 GROSS FLOOR AREA 939 S.F - _ _ GRASS FLOOR AREA 939 S.F. 3 11 GROSS FLOOR AREA 746 S.F. 2 x PARTY WALL ASSEMBLY 1 HOUR FIRE RATE!?, SOUND RATED � f� �, 11 STORAGE 34 S.F. r H A IBLE R TE 1 st FLOOR STORAGE 34 S.F. Q r 1 STORAGE 34 S.F. A.7 5.,,+ S.F.4 DECK 80 S.F. , , DECK 80i VUE, DECK 80 S.F. G, 4 _ HC ADAPTAE3LF OWELLIN NITS _ 1 st FLOOR A .1 A703.1 � A703.1 � wHSNINGTON - - _ BUILDING FIRE AREAS REVISED 1 _ _ -- _ 1111104 3 11 FM FIRE AREA BUILDING STAIRWAY GARAGE TC7TAL res ■ -.� - - � I F.F. ----- B.3/4' F.F. - -+ A 1.. . DS -HR .t + /4"r OR. DR F A703 1 I I 1 1 PLAN CHECK 11.2.04 BUILDING A 15t FLOOR 6,083 sf 985 sf 7,068 sf 1 8 UNITS 2nd FLOOR 6,057 sf 686 sf 6,723 sf 60, ` A705.4 t of ,kN (-Hf 1 .,' , 3rd FLOOR 6 057 sf 299 sf 6 356 sf •---. .----- _ +...... ;A TOTAL BLDG. 1 B 196 sf 1y950 sf sf 20 146 - : .' - 1 T FLOOR PLAN _� •)I - r .i 31 _.-I-. .. _� BUILDING S - =.r�+r I�II��_; �� Il1UILDMfG !a UNIT TYPES tJ 1 25% FRONT YARD A7 .1 SE PAN ••••• DWELLING UNITS SETBACI. ..... ro Hou - EL ......�. .. 1 /B" 1 ,.�„ 1 FIRST Fl.f00R H All-F��ADAPTABLE DWE I DEVELOPMENT _-_ - - 0 • AND PHOTO CELLS O ~� / - SCALE: TO HOUSE PANED__. _ 0 1 __ f SIM E�.2-'HC_ S>�TAIftWAY {11-Ht; B2-HC ADJUSTMENT APPROVAL AND PHOTO CELL --j _ � FOR TRELLIS , I _ A708,1 4 VAR2004-00050 GRAFH!C LEGEND REFER TO A201 N 3 3 FLOOR ASSEMBLIES REFER TO A203 c Al _ Bt 0 002.1 STRUCTURAL REQUIREMENTS REFER TO STRUCTURAL DRAWINGS Rig STAIRWAY Al B?. E � so2.1 t ELECTRICAL: REFER TO UNIT ELECTRICAL PLANS, SITE ELECTRICAL AND F cc v i Cz BUILDING ELEVATIONS FOR OTHER REQUIREMENTS Al 131 �N PROPERTY LINE b R.O.W. LINE N PL NS,.RF.FER TQ 43 kUN!T•p�N,5. STAIRWAY Al 2 0 -1------ -- -- ----- - ----- -- ---- __ _---- - -------- - - I PUBLIC STREET ( S.W. 108TH AVENUE) CD , c� CL Q) a HR 1Yf a F- G LI =Q _- li701.1 TYP. Ca DECK y S j OF DS W ,� D J _ - Handicap Accessible Dwelling Units I Number of adaptable dwelling units required UBC 1106.1.10.2 DS - -- - . ■ Total Dwelling Units Total Ground Floor Vll _ �_. �._ rN r__. .. r A4, ] "` . _ 108 36 v� `F / a 1�� i 1 �\ 'Yf 1 For sites where multiple, nonelevator buildings are planned for a single site and where portions of the cite havEU �..J 3 I r prior to development which exceed 10%, the building ofI1cial may anpreve the toliowing modifications: ! I n TUt.1 grades p D 5.92 acres 100% Site Area 5 '1 Site Area with pre-development grades greater than 10% 2.11 acres 36% ATTIC I Site Area with pre-dovelopnwnt grades riot more than 50 3.81 acres 64% A -� C=" Total round floor dwelling units 36 9 I Number of required ground floor HC Units 64% 23 _ _- �u I., - -' E No. of exempted ground floor HC Units 36% 1 3 BUILDING f V-4" 1) a $ 602.' ti , 2 X 3 DOWNSPOUT TYP. No. of exempted ground floor NC Units PROPOSED 0 EIIILDINra A O °` 8 III : - REFER TO BUILDING A GROUND FLOOR UNITS ARE�1OT ON AN ACCESSIt3LE ROUTE BUILDING_ ( �"'" ""- DUE TO EXISTING AND FINISH GRADE CONSTRAINTS THAI RESTRICT ACCESS111111" tz f�U LDI NG A7o1., I 2 2 - 1f C z �s FLOOR PLAN Olp 1 i' A602.5 '`- 3 ;o A602.5 A602_.5 i i I. s��" r.. PIPE. FLASHING TYP. t;)f ROOF PLAN X j �c s F I++ x I A7o1.z US n A 4 I' TTIC DRAFT STOP I T Q RI E 1 RIDGE i I AFT STOP - -- - 1 I .= I, ! 9 ! X �- ��l10 � � }4 a �A i L y� 1 Date 11/11/04 10:46 AM 1-HR-INS - �l ATTIC VENT AREA REQUIRED --- _ ff __ -Revisions aP G� I ! �. ,� li 6 Buildin . Total Required _-- Sloping Roof Vents Total Proposed , L I I 9 1 / - - Vented Vent Ratio Number Net vent Vent Vent Area 1 PLAN CHECK 11.2..04 4 ATT f 1(: ,aPy L ATTIC I ( �. " Attic 1 s.f. vent / of vents Area Area Exceeds Cod i ( 1 - Area-- 300 s.f._ ro sed 61 Lq. in. Pror�osed a iI ' �� _- - .. ..__ .... �_._. �1 i 1-HR-INS A Pari 1 1 'I 4 i J. 551 sq. in. 1 CI 610 sq. in. 610 sq. in. TRUE: ,�^'' Part 2 1053 s.f. 505 sq. in.. 9 549 sq. in. 549 sq. in. TRUE V �I '� °` 9<< K f Part 3 1 121 s.f. 538 sq. in. 9 549 sq. in. I 549 sq. in. TkUE J . No. - ® .Z` !�% GU I 1 ER IYP. r CD Part. 4 1120 s.f. u3$ sq. it�.i 9 549 sq. in. 549 sq. in. TRUE - Scale _ 1/8--r'� c=L -Drawn B Franks i ( Part 5 1259 s.f. 604 sq. in. 10 610 sq. in. 610 sq. in. TRUE _ Phase ____�.1_ ..� � Part 6 L 1121 2-f- _._ �,Lsa. In:-L_�1..�r1• irt• -Computer File 2350_4 1 Bldg A REV I DS 11/11/04 10:46 AM Sheet , BUILDING A,-ROOF PLAN A401 I R SCALE: 1/8" - V-0" -_ �,�- 5 _ - 1 - 1 aIR TMP 1 NR TMP E•" PIR _f YP 4,5 ROOF PITCH TYPICAL U.N.O. C CawyriRlr 2004 -s .�� Paul Franks Architecture *d 92 ' " ¢" _....... - -...__. _.._._.. „�lem,tt.z•.i -.. 'tdusewml,-re:rv. artcw.. ,r.ne Ati-Mar..+MNIta,+AiM'!'u.=...:er,- fir.+. ,.,, 'y,,'�yy may,.ll -�� VNMN'M±9w'•'.Rt.�z:.. :. ... «,.,..,-«,.M..... .ir...-•......`.r _ .. -'' lop - I ..^#41^,.. .' irG.r,Y T9'Y� -, .u. n _ ...' .. .: -.4wLw•M-._ .M. ..:. , :, IlllllIilitzenu"ST" 1 I I . Illh II 1 1 .Ili-it1 ! III 1111, I777,111militill, I 1 l 1 11 I I ! 1 ! �� I1cm lI I„ : I•. ` I t? f I I? 1:'?a 14 16 17 11°� I A 'CO 21 2�2 213 . 4 ?5 2a 27 ,_a 29 3n ,t6 , : f• ' y ., A I } aa u r , i �Y JI✓ l , r' I i I Im 4 y # t' r } {{ . •�' 1: :: ,.-.5:+�.:'SA ,!F .._ . ;.,_ L!, 1. til p R S , ,9i• 7y3�:. y•r.y I�`r7�'. � �'" r.,.laJf'� 'c,� .0 S'. 'y 3 .1. ,, :. y _,r,djr .sass ��?IyV.TGd ,;. . 4�;.'I•o pr.'T, ..tl, .,r.n :� n.„- ' ,,;�"S •;�, �ep;r; ,,y� r x qa:. :J h{..;err_, ',<;;c W > 3• �' `v; � l'.e v �� "`��+rlr !�T� !t len k�r �r p:��"orb i n 'a>tt4 CC '3 wt F."' (( Y n• 't > 1 rpt _y,l i r ,I 'rf! �'', (tt' a t r • ?,f 7+ y'. ION DRAWAG-NOI15 O F!SERGLASS ROOFING SHINGLES 1 TYP. 4 L)kCK VV 000 FASCIA 6 SHEET ME1At GUTTER--PAINTED FINISFI A701.1 4 TYP. EAVE A7'1 3 2 Tei'. �)01NG tai FIBER-CEMENT LAP SIDING-PAINTED FINISH A7 1.1 � 1 5 f YP AT RAKE�8 -� _-- �_,_� '_1 15 TYP. I) �4 ViNYL WINDOWS W/ W00"I TkIM-FAINTED FiNISH -� �-..-- --f--•- ` 05 WOOD CORNER i -t"RIM- AINTED FINISH 1._ 4.`' �- _ / "t 4.5 r 2 TYP. 1221 (YP. 1; �. O WOOD TRIM-PAINTED f INiSH �•,� AVERAGE HEIGHT OF PITCHED ROOF �'' ` 4 5�s•. / �`•- �,,,-� ��- 12ry P.` (.PLATE 07 WOOD TRELLIS-PAINTED FINISH W I - U WOOD FASCIA•PAINTED FiNISH I i � ,�� y��--�. _.•�� - O WOOD POST--PAIN TED FINISH P T.U.SHIG. �U,1 STEEL GUARDRAILING--PAINTED FINISH (� A705 ? - - - (3rd FL R IN 11111 ❑ i I DECK v 1c __ _.- sass. D -- _ 1 ? I 11� _ f a 1 �I PATIO 1 TYP 3 OPEN I iw - 708. a _ -_ - O i T.O.SHTu. ��n 14 LIGHT FiX1URE. REFER TO BUILDING 6 ELECTRICAL PLANS- __._........ I ��' --- -- - - - ' �_ .! C I� 2nd FLOOR CDs 5 EXHAUST YEN I-. REFER TO UNIT PLANS. 3'-0" MIN. 'TO 15 TYP WINUOW WINDOW OR DOOR OPENING, PAINTED FINISH Paul Franks ArchitectureL 380r 108th Avenue NE - II I I Suite 222 STAIRWAY I r SIAIRW Y ! _� l_ 0o 16 ELECTRIC METERS, TELEPHONE, CABLE Bellevue Waahin®ton 418004.7813 ! l T.O.C. & FIRE SPRINKi ER CONTROL ROOM 1 JFLOOR Telephone 425.803.0792 L)OWN - ,. 11 Fax 425 803.0934 FINISH SPOUT, SHEET METAL 2 A .3 NOMINAL-PAINTFD GRADE 10 TYP, ► '� 7 TYPV-04TYP. � 3 TYP. IYP. �TYP S �t])lIT 2TYP• 24 12 TYP, 14 TYI , l TYL �Rs1Yl'VP 19 IYP �� - 19 TYP. �'d FINISH GRADE REr"f.ft 10 CMI GRADING DRAWINGS z._� (��-A%� \_6TYP, I ez /'� 19 FOUNDATION-REFER TO STRUCTURAL DRAWINGS I FRONT FACADE BUR DING ------.-...�231 Sq ft �9 Sq tt 480 Sq tt 418 "q h 430 Sq h 328 Sq ft 479 Sq ft 59 Sq ft 2.31 Sq ft PLANE AREA PER 18.720.030 (B) 0 ADDRESS SIGN PA f,, (ZAP $ 500 S.1 MAX. 1Y' BUILDING ,A EAST ELEVATION FACING STREET TSP Z1 ROOF ��' A 1 . 1tSt Ll. UE, 02-1 ► f WASHINGTON DOOR-PAINTED FINISH /' (1,)�SCAL`E118'. 3 1 '-0" (yam' A71 5,1�TYP. SIDING 0 SLIDING GI ASS DOOR TEMPERED GLASSIf ��' CYv' '4 DO',)R W% FEMPERLD GLASS LIi-C - -�- 14 .-�AT RAKE +AiO1 1 TYP, DECK A705,2_ 5 TYP. WINDOW ----- A7 4.1 21 TYP. r AVERAGE HEiGKi OF PITCHED ROOF 14 Tl'F, 1 5 IYP. 4.5�' 12 �TY" -015 .rvP. A701.1 21 TYP. �, •� / 2 4 14 TYP. 18.720.030 Design 9txndrrds T1' . EAVE -� \ Iknsit) transluon When a multi fannl3 or utuu:hed �„• A701.1 T.PLATE single family l►rc►iect abuts projX313 /Allied for deLrched ri OF LINE �`t ~Ingle family.the f+►IIo%\Ing d+-sign standards shall upplN ;............. !•„''I 1. Handing height shall not exceed two stories or 2.;eei ED I T.O.SHTG. ;thin 30 feet(if the property line or three stories or?i feel 13 ; III fi TYP, r d%ithin 5O Icct of the prolxrt)' line; 00 - I 13 I+ 1-1 - IIulldinm (z g planes for uH multi 1111111!3 dwOlIngs I(luu30 r]L7 I C r, q .-' Cl , i, _^ ❑ - It,(I All IIIc�onumon pl4rlxlt3 !inc(s)and -I - �►' � - 1, �' - -- --- :al+nililig publid iighis +1 a411 shall he sahlecl Io file ioUo.\Iag �,_ U h• m' 1 °° sl,ultLuds -- cis _�'�\ r ` I r l 4 W L Z/TYP 1 7 a \o limlifing plate that faces the common pralvrty line shall Cn , .. is p 23 TYP. :1 execs+!9N)squats feel within.10 C� °D ►- .� F I:1 __ ..._ _ _. (� J r 1' ____J __ 1.0.SHi G. •'�e...1 feet ur I KI u e feet A tlhln SO fe t f til in ` - a , �.�. _ ,2nd F�OOR I I nCL c ri❑ h, \o building plane shall ha%c it dimension greater than 40 (D W �►-' 13 I m r a' feel in length or ii feet in height, > - ' `�' �' e II ntorc Ilam one hw!dinit plane Laces it property hnc and STAIRWAY _ I �- Sr AIRWAY `I w ` hwldillp planes align ill l common distance front the line, the �� O T.O.C. huddnal; planes ,hittl fie hurv+mtalls scparatcd h3 at (call 20 *- v -� d IL �lst FLOOit I'ecl. I or purix,ses of this standard,"c++nutton dtst:uacc" shall lK' + 9 9 dclinc+l m \d Rhin 12 feel, fn IVPs 19 13 12 TYP. 10 iYP. 4 TYP. I-�1 10 TYP. 3 TYP. 16 �. d liuildiny_ plan{ Is dclined its a satrfacc tfaal includes n ' {_�j IVPs 19 " Yvl� 73 TYP. 12 TYF. ._ ` UTILITY ROOM g r. l g. 1 /.�_/ FINISH FLOOR hutldin NiIII that rYtends rIa►m ;tr ttrund!td►tl�c lop ill each �/�� avall of a structure \rca is d.leternuned by multiplying the BUILDING A' 11 E T E AT!ON 19 TYP, SEE SLAB PLAN length of each titull h) the height. he plane does not Include 2 _ ~_I_____- __ Ab 1 rota!'ami Whcn a structure 'dung a wall•iuts,Int Irom the wall, a or is++1'1 set filial an adlac.nt part less duel four feet,the SCALE; 1/8" 1 '-0" 4101 1 slt:,witire is Lonsidcred parr of file building plane of the Wall 3 it II file sUncture protrudes [note duan four feet,it �g 1 TYP. DECK ' TYP. WINDOW rc c%vIIts a sephirutc hi+rldiug plai►c 11 a building plave is nt an A/01.1 A704.1 ill in n.•lal:�+n to tltc prolxal3 line,the midlx►int of the mull 4.5 �` :� --'" 1.J 1 A 1 S TYP. SIDING sl:dl provide file Ix►inl it achich the plane and refilled distances - ~` �� TYP. DECK ,� .. are nacasuit:d. I'IIesc concepts arc illustrated in I--igure 116.720 1 i AVERAGE HEIGHT OF PiTUML)ROOF 12 `.�� -- � �-.` A101.1 _- E�i�ILJi�iG �;4.5 ,/ �-` If i-re+nl f"ic:tdcs \!1 prumury l,ronnd flx>r common entries of \ / 1 '•� 4 2 TYP, .G-J / r. �� indi%idual tint+ entries of strcef Frun:u};c units shall he oriented ELEVATIONS A7 1. A7 1.1 TYP. EA`Jl'`1r1 i 2 �, 2 TYP to file sheet, not to the inturim or td+u larking lot. 'The front T.r All cicvation of large structtires mast txx divided into,smaller areas Ilt0' -LIfVEJ T.PLATE nr planes of g(X)square feet or less. I'nriecting I'catures such as 'LTiIT Ix+rchc's, halconies, hays and dormer%%indows and roof n i I - - 1RQOF LINO , 1 � ( i - _ - t' . us1rncturc4 facing a street to lxdimcntsare encourages for TYF, create \isual interest TYP00 AS. T,O.SHTG. Hain entrance 'rinnstrnctures must he uricvrt{1 with thl TYP. their main entrance ficin�the street u ern%%hick the ra celTYP. 10 10 TYP. i»ea T.O.SHTG_ fronts if the site is on:I o rrner, It ma) load r its main entrance ._ 6 - i _: .. - - �d FLOORS oriented to either sttri'I or al the corn' - -, � � __-..___.,.._.. /IY} I___._.__ Date 9/22/04 5:35 AM ) - fi Ln , 1). I'mi delinition. I:at 11 dl%elhng "lilt shall he cmphasii,ed h) Revisions r It r. ina tic rdx+t'dormer ill I►ay w Indo\\s on the street-facing 41: 5v 116 �J x 6 elevation,err by Im►vitIa n ing w+f pit hiv or lxm.It that laces the T,O.SHTG, TYP 8 `' " 0 Z2 TYP ' !Terex . I irtaund Icvcl oda efiing units shill! include 1x►rches dual W Lsr lc c I=LOOn - --- -- - _. _ y i s P INSIDE CORNER A 25 t T.;).SHTG. hall Ilea at least -!tt square feel in arca with no dimensionIc'ss than --- (end FLOO�tJ TYP, __. �""' I ::._•:_'-_ -- ji 71YP, I TYP. 11 r 4.5 ; l 1i. Rliull lines IZdx►f-line offsets shall Ix provided at inter\als r+( II \ T 12 i �00 40 feet or iess lu Treats variet3 in fix massing of structures and Soy ,r�--- - li 1 I 22 TYP. f i I� ARE-€T) to n'li!:a c frac effect air a sfngic, long toilf koirf line offsets I + shuil be a ininimadm 4 fool -'uiiahon tither vertically In►m the Stile ti• _ it l� _ t f �+ :atter litre or he+rirontall _-��?By__� Frankly 10 SPECIAL THIS UNIT e F.D.C. J K - - � I I� - � � I ! T.O.C. y TYP. 12 Flt FLOOR 1: 'I'din detail. Trim shall he used to mark all building rax+l Computer File v - iYP. 7 TYP Uta'� - TYP. 2?_ 4'-9 1!2' '-9 1/21, lines, ilim-hes, windm s and doors- that am on a primary 2350-401.38ldgA_Elevation _-e z _ 1 -� 3 TYP. 16 TYP. 4 sfraxlnrc's street facin=r elevation(s). 9/22/04 5:35 AM �-- - ----^ 19 TYP. �. 1GF1T'TPS -�TYI'. 12 TYP. 7 TYP r, 1 P 1 1 TYP. i i �Iechamcal equipment koof-mounted merhapical Sheet '- �. "j 1 ' "oa i n ► v v ei ui ontcn Ther eta ►• � is t r cmlilator. v 1 an c ri , ha f and he located a t A , I I l a BUILDING" A-NORTH ELEV.., BUILDING A-SOUTH TION Scretti a astd►i►escreenedfromltronnd-ldin deli n r r. 4 -----------"-'---"""-""'""'"'"""--" Screcnin}t shall Ix intc[rrntcd\\telt exterior hurtling design. A401 )SCALE- 1/8 11 1 -0 SCALE: 1 /A" 1 +-0" 3 fli 2`Oc�4 Paul Franr_r Archlt ctureti , 1�, 4 t' M di, . .•,,:: ,; ": ., ..0"d '#"' _til::',:.. ° ,'x''•.'t -...,, ,_. •' -, . . '. _ ...,. ._._.... - ... ..... _.. �acwln Ii!III• BtI .iIit f IlI llllltI l +{1 II! ( 1tl 11 ,i 1 , 1r.1..._1..!.._...•I*-.I.._I sass-I ILO_II.1_1_I I�t.l._I...I,I.. IIII (IIII llllill III VIII it I ' l11I I „' I ! illi ! 1111 1!1111� RY �ThI 1 r 1,12 13 14 lei I ? im O 21 72 23 211 25 �3 27 29 29 30 ILma.Irm tl;�r+r.'d+iE•,twW�r�::�tP 3;.��r�i ;,.a!A� 3h�'1'��j+ - 1 -� 'a 1 P ,; ,:•.-.,. „. .:. ........ .'.,. -._.. '._' ,. ., .. _. .. ..sass - ..,. - h. j ,a. 1i ,•y, i j' P r� fM{i 11 t 2 Z 00 1' 2 C3) A7 3 .1 7 ,tl , „ „ 44'-0" 8'`4 31 -B 43-9 1/2 8' 4" - 44'-0" 40V-011 4'-U" � 4'-G" � 27'-8" - -- -- -- -- - - -0" — -- 4'-0" 4' 0" �. . U.1 - - -- -- ---- --- -.-I .... ... ' 1 IE 2C � 3 2C � -- , NP. A ..r � A7 .1 1 I 4601.1 --) ..... ............. r F.F. �I i CB) - I • 1 - _ sol II F.F] UNIT TYPE \ It UNIT TYPE F I-F.F. UNIT TYPE !: {I UNIT TYPE F.F. o___.__._�� U F. `o.o C tt -1 B-1 00 0 0 — n__ Q r GROSS FLOOR AREA 1,034 S t t GROSS FLOOR AREA 740 S.F. GROSS FLOOR AREA 948 S., � t t GROSS FLOOR AREA 1,034 S.F n►► - STORAGE 34 S.F. t I STORAGE 34 S.F. STORAGE 34 S F. t t STORAGE 34 S.F. DECK 80 S.F. Ir .r: DECD 80 S.F. `' DECK 80 S.F. I DECK 80 S.F. N 1J ( FALLLi 43'-10" - I I I 1! I----- 1 1 = N 11 l_J !' I, �TY 602.1 j602. P�� WALL TYF Paul Franks Architecture Q - 4 ENTRY DOOR A -' i A '� STAIRWAY PLAN A501 rn A7 1 "' J 1 AN CK 11.20 I I ;� 3805 108th Avenue NE = M _ �� %//I� -� (( � ry = 3UlI9 222 N I� –� 1 N Bellevue, Wash ngton 98004 7813 C1/I_ F.F. ._.–. j[__ i ' L3'E0. __ L—JIARTY C), i -- �JL _ -- -_- __ -_..-_ t%} i-.1RT1 WALL. P t _ _ -- --_ r - - Telephone 425.803 0792' WALL 2 �!� U t f �� o� i.Lj Fax 425.803.0934 15 U u r- T,P 5 Q Emall paulf a)integraonlm coni � r . A , 1 ti I C) S IRWAY PLAN A501 c� 11I D F F. II ( _J ___J LLQ_-_� _ – u - n ' - --JL o - C. n r SLAB PERIME FER INSULATION r�i' ._ \ m ; ' -'-----� �_____ �__ �---� � I;'�=�--�y ,i- •--- -"- PER THERMA:. INSULATION 1� f.F. UNIT" TYPE > l+ U�IT TYPE F.F. , - f•f. UNIT TYPE / UNIT TYPE F F �( SCHEDULE DRAWING A201 } t I M 0c,0' — 3.1 tt A_1 o.oa 3.00 B�1 tt � B_2 a.00 - ..� N B B-2 . o I t o BEl_LP�✓UE, .-0 GROSS FLOOR AREA. 939 S.F. :j t} GROS; FLOOR AREA 740 S.F.I GROSS FLOOR AREA 948 S. i t GROSS FLOOR AREA 939 S.F. WASHING?ON , I t t - I �� STORAGE 34 S.F. t, u� STORAGE 34 S.F. � STORAGE 34 S.F �� STORAGE 34 S.F I '� 2266' 266 DECK 80 5.F. 4 4I DECK 80 S.F. 4 _- DECK 80 S.F. 4 DECK 80 S.F. 4 Q -- - A .1 A o AA I rr o t UE-11 - - F.F. \ � F.F. F.F. � � F.F. = I + + /00 INIFINAIIIIIIt 00 1 1 Q t J �__- -----� - -- ... ............ ..... .. .. .. ...... - - .. ..... ............. ..... .. ... ......... RL :. :.- -:. - - - - - - - - - - - - - - - - - - - - - - - - s•.- ......:.-..- .... -..:.:.-:... :.. -..-..:....- ..--_-• - - - - -- - - - - - - - -4 a -r- -r 1 N p A7 .1 TYP. .11 � � h �+ 10'-0" 10'-00, Al CV C `-- 1 C 11 9'-U" ZS'-8 1/2" 4'-0" 4'-_0- _ 27'-8" 8'-10" 2' 3 1 2" 28'-8 1/2" 0" 4'-0" 28'-8 112" Z' 3� 112" 9'-U" C�7 - - - ----- - - _- - _-_- - - " - - - - -- �.- - - " cb °a ►- - PROPERTY LINE & R.U.W. LIVE C i PUBLIC STREET ( S.W. 108TH AVENUE) � BUILDING B-SLAB PLAN 6 > SCORE JOINTS TYP Z \Z�2 E SCALE: 1 /8" 1 '-0" GRAPHIC LEGEND REFER TO A201 > FLOOR ASSEMBLIES REFER TO A203 �" � STRUCTURAL REQUIREMENTS REFER TO STRUCTURAL DRAWINGS Q `, F,F. REFERENCE FINISH FLOOR ELEVATION G 7-7 REFER TO CIVIL ENGINEERING DRAWINGS FOR TRUE ELEVATiONSX C� LEGLUD, 0 YYALL ASSEMBLIES CLADS FLOOg1SC ING ASSEMBLES j O ALL 1ST FLOOR INTERIOR SLA13S U.N.O. 3 BUILDING B 11NS ALL.EXTERIOR WALLS U.N.O. 11-H ALL 2ND& 3RD FLOORS U.N.O. f BUILDING . � ALL 1ST FLOOR STAIRWAY SLABS U.N.O. 4 SLAB PLAN 4 1-HR ALL INTERIOR WALLS. ILN,U• 4 ALL 2ND& 3RD FLOORS ' \ � ALL 15, FLOOR PATIO SLABS U.N.O. 1_HR ( INS UNDER BATHTUBS U.N.O. i 1-HR p, ,T10S,,DECKS & STAIRWAYS ALL PARTY WALLS U.N.O. � INS NOTES NOTES 5 A� REFER TO A201 FOR ALL 1-HR ALL 2ND& 3RD FLOOR DECKS U.N.O. Date 11!7/04 1:39 PM Revisions 5A A801 REFER TO A801 AND A802 1-A ALL 2ND& 3RV�I.00R STAIRWAY A802 FOR INTERIOR ELEVATIONS 1 PLAN CHECK 1 1.�..0-i HR LANrANGS U.N.O. i.N t FLOJR �1 lob o. — Vn REFFR TO UNIT FLOOR PLANS A301-A305 MOR - - A Scale-- 17V_ 1' _,•�` �� /� �, �� ,, _L UNIT PLAN INFORMATION. Phase Drawn 8Y --_-- Franks _ _ \„ , -��_-j�',7``_'��..../�\ �•, ^_.r� 2C50U407_ter File B r;EV 9 1l,'7/04 1:39 PM Sheet Of xA402ol ID Copyright 2004 - �' Paul Franks Architecture Pyyy 4� 4 1 RP i �47�� - 2�P1.NM�� .ttR+e.+tlr,ne'+ku.0 .nn.+...,.....»,.....•w.w ....M. .�► w:,...n....e,.....,:++—.n.. .--....,r _ ._..--•—' -----^• ...-... .....- -'----•..r+,—. w:wT++eT•.--^--- .........__,._ ,•• ,tia�IWWI"...: ,rM !'�".Y'-:'uta.Nvr:. w.ww�”a..:.pMs{Cs�i..cv.'.R'r.�Fya.. :h Ll�t#ISILITI/!lTltlr Cffl I I� I III I I II 111 III i I Ili I III III i I . II III 1I II II I�IIIII II ( til II I } I III II I 1111111 IIInIIIIIII�IiiIIIIlI1Inl}Inf}IIIIn1IIIInI Infui IIiIIfI {I II 111111111. III IIiIIIUIf C 2 t� + t I ,'3 ,a is I IQI 1111 4 !�I 22 23 24 25 28 27 29 89 30 4 r - , r • -._ _ ---"--_.._.. ...r...a..- ---.-_._ _ _.. -.— .,_. ......_. _'_•__ --__...___'-_- ....__."...- .. .,—_._.-...-..__..._.._._._. .., _.___"-_-._._._ _._._.. _. .._. ,_._._.---._—..-...-.. _-_.__.__.. `.._--___...--.._- ____...____. _- ._ _- .-_-.. -.__ _.. ....-._.. .. .. a-... _,._.,._ .,._. ... -. .. .. ........... _,. __.. ..._... , _ ........ -... ,.. +i,_E. .,,._.,..—. ... ... .,...,.. .,... 9� *t , 2 601.1 3 •I 2 s A .t ? M 8' 3i'-8" 43'-91/2" 8'-4'" 44'-0" 44-0 _ �tENERAL� R�.- -- --- -- _ fU i�)1,5E PANEL _ •ATO HOUSE PANEL PA -1 APARTMErrT'` — LLI ...q /..,.. �. > ��}�-., ANf�f'ii.iTO CELL ...{�► AND PHOTO CELL 1 Q �.. ........__ N 'R TI N TYPE V-1 HOUR FIRE RATED r n TYP. T RIES _ 3 ; •� •j------------_ ---• 1!�, 601.1 A J�T�h1ATIC FIRE SPRINKLERS _ PER JB STD -3 _D -': ... ,. ...... i'.r...•' A7 .1 .... .► ..... ....., �.u'.�..•' FIRE ALARM At!I OMATI & MANUAL 1 - -= 1AtA� 1•!-I R FIRE RATI=i) ~ INTERIOR 1-H RFI AT -.__.. ^ C� F . R ; CEILING ASSEMBLY 1-H IJR FIRE RAT RATED � 1 t } F.F. F•F• 1 1 F.F. R( F/ CEILING ASSEMBLY 1-HOUR FIRE RATED bo DS F F r� �.� ) D D5 i �,,�,,�/ r�5 PARTY WAU. A M LY 1-H R FIRE RAT _D 0 N RATED f•-• Pill, H , A ISLE R TUE 1st FLOOR --tj---- - - - - - w - __. - -- - u -- A Alfi �W NIT _ �-- ' -� U 4�1 UNIT 'TYPE rill,, UNIT TYPE F.F� UNIT TYPE ,, UNIT 1"YPL• FFF:CA-1 C L� ' --- t t ll Q 11,J) GROSS FLOOR AREA 948 S.F I GROSS FLOUR AREA 1.034 S.F GROSS FLOOR AREA 1,034 S.F. GRUSS FLOOR AREA 740 S.F. -- I SSTORAGE 34 S.F• /`` STORAGE 34 S.F. t i STORAGE 34 S.F. TURACiE 34 S.F, DECK 80 S.F. DECK BO S.F. DECK 80 S.F. DECK 80 S.F. Ij CTV/ TELPEHONE iv � . - 1\`. ! r 3 dam•_ 602, 1 5 F TY WALL TYP 602.1 Paul Franks Architecture ' 4 ' iv (�� r/ �- Avenue NE . "i WAY PLAN A5Q1 �3 ��' .1 ENTRY R A A ., 3805 �08th __.p o — Sule 222 r'' -, ��) �r—'r J j Bellevue, Waerington 98004 7813 0 �� p L.__. C -- _,;-- F.F. 'I r F.F• 1 a @ PARTY WAl I Telephone PAR IY •. AAO' +' r� �,.. _ r, � i 1 3.00' ep Ane 42.5 903.0792 wAlr �- i-- 2 y` � - 3 1 -'� TYP BUILDING B UNIT TYPES Fax 4?5.803.0934 1 5 Email pal�lf C�?integraonlin.com ' ,� � 602. _ - - A 5. FLOO�C , HC- H ADAPTABLE DWELLING L'MT it 6Q2.1 ✓ -_ \. --- ELECTRIC • _ \ -HC Al- r 1 �� IRWAY PLAN A5U1 - ,.; B1 H CHC -1 �.--_' STAIRWAY, Al-H 51-H T�JRINAY B2-HC � � FIRE SPRINKLER F.F. 602. J _ ........ ' I �FJF UNIT TYPE UNIT TYPE - Al so IN B 1 , P E, FRA KS T TYPE „ l 'VIT TYPE ,. F.F. _ Q -- � - �TAIRWAYA1 TAIRF.F. d ' -- — � _B_ y B_1 , B-2 - - - ,. - ` q �/ 2 LL I UE, • --- --� S �''••h• ............ I GROSS FLOOR AREA 948 S.F. r, GROSS FLOOR A?FA 939 S.F. F - , WASHINGTON GROSS FLOUR AREA 939 S.F. � • GROSS FLOOR AREA 740 S.F. C Al B 1 A 04.1 STORAGE 34 S.F. t t STORAGE 34 S.F STORAGE 34 S.F. ,I STORAGE 34 S.F - '� 2 266 DECK 80 S.F. DECK 80 S.F. B2 _ STAIRWAY Al 81 TAIRWAY �', DECK X40 S.F. 4 DECK 80 S.F. 4 4 - 4 (�F A 1 7 i GRAPHIC LEGEND REFER TO A201 - ---- - - __. __ ---- ---- ==_- - --- _ FLOOR_ASSEMBLIESREFERTO A203 - - ■ STRUCTURAL REQUIREMENTS REFER TO STRUCTURAL --_—. DS 17e, DS F.F. MAWINGS■ F.F. _ — t F.F. I DS F.F. J�c DS ELECTRICAL: REFER TO UNrr ELECTRICAL PLANS SITE y dl' 1 �• t�2" F.D.C. ELECTRICAL AND BUILDING ELEVATIONS FOR OTHER REQUIREMENTS, `- ( ;� - �, F,-' UNIT PLANS, REFER TO A300 UNIT PLANS. t , ....... -- --- - -- ----- _ .._... .. ._....._ ._... e.�--- =---- ---=r_-_-_ • `= __e;o. �s�s:_ -_r.,.__ - �s-ea~ _ --= ---- •- -=_:--- ----- =a•; ALL GROUND FLOOR DWELI_INGUNIFSAREHCADAPTABLE V 4 �. E ICC _-=- �-_-==-"�u1= -=---- �_.� =�-�__=-=JJwI=a ; _lEl�[[=----_--=-==�at�l.► ___ --- A7 .1 '?^*' 4 � „'' _Q j[„- :-_;_-_J _ 'v'a0 s 1 PLA Cl it�11 ,0� I ALL GROUND FLOOR DWELLING UNITS ARE ON AN EXTERIOR ACCESSIBLE ROUTE TO - - - - - - - - - - ,.- _O [ Q_ " Y - - - - - - - -- - - - - - - - - - - - - - •- - - - - - - - - - ;7, - ...... : - - . .. ......... _~ �•- �Tf �PRIIviA Y r�1+GE LL'If!G ISAIJx'EfJ Ff�Y,D!)WR TO HOUSE PANE _ O 0 TO HOUSE PANEL - 0 - U REVISED 1 FIRE AREA c�U AND PHOTO CELL - AND PHOTO CELL 1 r� BUILDING STAIRWAY GARAGE TOTALall"S" N 3 A 1 } BUILDING B 1st FLOOR - 8,292 sf 11,052 sf - 9,344 sf ^p ` Q -259b FRONT YARD r 7 f sf 8 923 sf F N 4 SETBACK 602,1 ! 2 4 UNITS 2nd FLOOR 8,25 s 666 DEVELOPMENT 3^ 3r(; FLOOR 8 257 sf 299 sf 8 557 sfCz -E- N ' C 60c.1 TOTAL BI DG. 24.807 sf 2 017 sf sf 26824 sf O r •- ADJUSTMENT APPROVAL C ti FOR TRELLIS •°� ATTIC VENT Rf IRED` � -��-� �` C N VAR2004-00050 -- ---�'• .___- �`•-� -� 9Y5/04 5:35 pM � � C Building Total Required SI i roof Vents Total Proposed W E. Vented Vent Ratio NUMber Net vent Vent Vent Area q Cd PROPERTY LINE 6 R.O.W. LINE _ _ - - -- - F'UE3LIC CT E ``� 108TH A�/ENLIC - - - - - --- r - Area Area Exctleds Code r Attic 1 s.f. vent / of vants - V'-�' \ _ _ Area 30 s.f, 6' sq. in. Proposed N ►_ C &SCALF. UILDING B- 1 ST FLOOR PLAN vICU B Part 1 1 146 s.f, 550 sq. in. 10 610 sq, in, 610 sq, in. T RUE > y REFER TO A402.1 FOR LEGEND ,- sPart 1056 s.f. 507 sq. in. 9 549 sq. ir.. X49 sc1. in, 1 RUE �.TYP in. TRUE 1/ �� 1 -DEF w 1_ Part 3 1119 s.f. 537 sq. in, 0 610 sq. in. 610 sq. r'� q /. �/ Part 4 1119 s.f. 537 sq. in. I O 610 sq. in. 610 sq. in. TRUE. ALL GROUND FLOOR DWELLING UNITS .ARE HC Pert 5 1;320 s.f. 634 sq. in. 1 1 671 sq, in. 671 sq, in. TRUE � y ADAPTABLE _ _ -, _-_ Part 6 1318 s.f. 633 sq. in. 11 671 sq. in. 671 sq, in. TRUE ! r Part 7 1 146 s.f. 550 sq. In. 10 610 sq. in. 610 sq. ln. TRUE 6 ALL GROUND FLOOR DWELLING UNITS ARE ON AN I � �I � � �! Part 8 105G s,f. 507 sq. in. 9 549 s . in. 549 sq. in, TRUE a Cj EXTERIOR ACCESSIBLE ROUTE y ' Vj TO THE PRIMARY DWELLING UNIT' ENTRY DSR 0� � ® � � tis os � � I � DS 1 I I'' ■ �' h { ■ ■ t ._ _ _ _ ( 4 TYP. r ® A ® � � ' ■ A7 1,1 � 7 (A4C r ® ' _ �.-I� I (A� rfC �I BUILDING B BUILDING ,, I _ - i FLOOR & ■ I t: I L f i 3 '� u�- - 3 PIPE FLASHING TYP. ` PLAN - 9 � � '_•- A 5 , RIDGE ROOF I"Lf1N DS ■ ■ 1 A602. -1 1 II Af 02.5 RIME € _ I' � �' t - -- _ _. M iilil an do Wo ) _. DkAFT I I I ( {r - ® ■ ® t - �i■ ■ ® Date 11/10/04 3:20 PM +- ■ lL■ ® t. �I I■,, ■ ® -!f �� Y I GUTTER TYP. -- I ,� Revisions 9 I 9 i ' �--_ 2 X 3 DOWNSPOUT TYP. NR DIAN c.�II CK 111 Ja IJP ___ _� I �j - � `--rte r_�... .._._.___ `�` __ 1 _ __._-. ■ ff11f1fiI ■ I J _ -- ' 1{ AT71C 1 � � •�• ! � 4 I ' `� � G I 8 Drown Franks 1L i �._ � :; \, / _.. Computer F . '�fio 'I 2350-402 Bldg B REV „ ' z ,•` ' (_ i�.. _ _�L. I �L_-.. 11/10/04 3:20 PM -- 1rI_'1-3 -,•®ri ,� � I• � ■ Sheet ,! DS ■ blD5 BUILDING - PLAN I B R00r1"*N\ n'P. A4022 2 - - _.... - N � I1 � I li �DIE CopyrfRht 2004 SCALE: 1/8" V-Q" ,• ■ 1_ _ - �I- -,..._.' -- 4.S RQOF lo!'iCH TYPICAL U.N.O. Paul Franks Architecture 1t 5 5 TYP S .. TYP - TYP a -.__._-•`rt.,.•...-� ..__--....._-.. - _. - ._....•.._._.•._,_....._.—.• -...—....,..._ •m•.•,.._._._,__..s. . .,,., a+w....._...._-,._.....,..,.a ._ . - P SSE R6la ."TfA�T rsa4-.N a•t+wi+ .ia4r�.+: +yRs'� e.r...r." .. •wr.•r • � Cm IT I' , � ( I 111,111 � a� �ow L� �` NLffySTS Ilf,► Tf 111 f f 1fT 1il .If ! III III fn f!I'!'f I sir fl ?flltizll :flfl3 f I tlAt i�e tf17l Illlfr�l� ?�Olr ! I�ilfllfllll2It12!! 1I2113�1! I1� Ig 2e 2I8 9 _'c tF• alt100 o I I I ! r 1 - rA ia CCF -,., ,_._ �7' •f�Afi�lR l PI F I •. ' y.r,l"'' .'... ...� :... • `.tti',s,. fy �k iL.S IC!' ek 1 •^f • z H 1 , h 1 >r.MSY.._:_u-rYa•.. ._ud_.. _v-Y._.__::_....rxa e._.i,'....:.:........ix_..u,....c. .:er.. -. ...._.-..n a _..u.aYiT :u:.i.u._._rr. :s..x 6tl..w.,s_.rrva:_r_..rut_ ._......_ - _ ... Yrl. —. ._-..-._._•-, -. _.--.-...... _-._-.--...._..n..__.—....._.... _ . . -.:.. .-.-u �C��.: 'ansT .,. ,....... � •� I r-wn"^"_"--^l^•rpn w+.ewv ..win^ _rw-^•.wnw..+m.•�,...�_ ._• -... --_-._..••.--._T .,.,[--•.+,-•-.. _ _ ., _ r ' C Y M •Re�� .c r • N.: i, I rF � I y ?�i r .woil4trAl� i'�I ELEV TION URA NOTES h 1 1 FIBERGLASS ROOFING SHINGLFS i t � �0 Ot CK \, WOOD FASCIA& SHEE F METAL GUTTER--PAINTLD FINISH _ 14 A-/ .2 - A701 �I' FAVI A7! S.? TYP. SIDING V FIBER-CEMENT LAP SIDING-PAINTED FINISH �J 1 15 TYP. ~ 15 TYP. l�TYP. t`4 VINYL WINDOWS W/ WOOD TRIM-PAINTED FINISH _ 4.5 ` 21 TYP. �� / 2 TYP. NIUUU CORNER TRIM--PAINTED FINISH 05 Iuu T I AVERAGE HEIGHT OF PITCHED ROOF 1? f 'L-�`#.5 `'`-. ,�, � WOOD R M pAINT ED f iNISH T.PLATE (� WOOD TRELLIS-PAINTED FINISH W ,�-' ------- -- _ ROOF LINEFBI ] v TYP. 1 a _ ,ice -•�` it :{ -- (a ��- I - j �8� 1NUUD FASCIA PAINTED FINISH ~ _._.. �L±E-- & 00 -17 U WOUD POST- PAINTED FINISH o0 T.U,SHIG _ IQSTFE_t GUARDkAILING--PAINTED FINISH (_) rd FLOOR3 +117 Ql �' 11 1 DE(:K in- 12PA f la ri 00 L iEE - . ... - r:UTSHII,. (�PFN c.... _ _ .. , \ 2nd FL+)OR- _.... _ ._ __ .. TYP - - Lr, -_ � � - -_-_—, ❑o i _-_ - ;5 LI(iHl FIXTURE. REFER TU BUILDING & ELECTRICALPLANS 17❑ ii 4- i ' //JJ/J 1 yEVHAUST VENT. REFER TO UNIT PLANS. 3' 0" MIN. TOr(� Ih'!NDOW UR DOOR OPCNING. F41NfED FINISH Paul Franca Architecture ; 38G5 10Pn Avenud tdEd0 Surte 224STAIRWAY :I I ! TAIRINAY (+.C. i 6 ELEC i'IIIC ME fI.RS• TELEPHONE CABLE f3t►Ilbvue Wssrunytor 9E3QG4 lGt3 oh f IRE (,PRINKL.FR CONTROL ROOM elephona 425 803 0792 Fax 42Ti 803.0934 F.D. UUVVNSPOUT, SHEET METAI 2" X a" NOMINAL-PAINTE U10 TYP. I TYI' FINISH. Emall paulf(WIntegraonline conty TYP. 14 TYP. 1 1 TYP. 60�'.1 TYP. TYP.TYPr ., TYP 5 FT"1. 7 TYP 7 TYp 19 TYp• FINIS14 GRADE-REFER TO CIVII bRADING DRAWINGS FRONT FACADE BUILDING � AIPLANE AREA PER �-�=-� � l 19 FOUNDATION-REFER TOSTRU�_TORAL DRAWINGS � �1I18.720.030 (B) 62 Sq h 1Ut Sq It 454 Sq ft 418 Sq ft 479 Sq ft 59 Sq ft ?31 Sq ft 464 Sq h 418 Sq ft 479 Sq h 59 Sq ft 247 Sq h y500 S.F. MAX. 2p ADDRESS SIGNP� FRANKSBUILDING B—EAST ELEVATION FACING STREET21 ROOF VENTS NUT SHOWN, REFER TO ROOF PLAN .�LEDOOR-PAINTED FINISH WASHINGTON 2266 iTYp, SMING l_3 SLIDING GLASS DOOR TEMPERED GLASS / 00 1�}�' lJIa --- )TYP WIND+.)W' 24 DOOR W/ I'EMPERED GLASS LITE A7 4.4.512 ,0 � � iQ'I.1� '1f' : . V VIAVERAGE HEIGHT OF PITCHED ROOF \� _—y �2 TYP.TYp. 15 TYP. 2.1 TYP. 4.5 12 1218.720.030 DrreiSn 5tandardsTYf�. \ lkiisitA tianstliun. \1 hen a Intilli hail) ►►rattachedT.PLATE .Ingle fan'16 I►t'c�ject abuts prulxrt\ /(mcd for detached 1 - -• --- - ROOP LINE tingle FantO, the foUut�ing design�,t:+ndtrrds .httil apl►I\- - LI Illilding height shall nut exceed Ittm stories or 23 lett 93 V t - - 1 l � �' !'I ri__ 1111111 to lett of the prolwly line or three stories or 15 feet aS r3 - ID � . C7 - 1 a 1 �t ji ��! t•I A 1 = c� I I r .50 fee t o I I � EI � T.0.5HTG. i ti t fthe tn►xrl line? Building planes lot multi-family ik�ellings o�Ithm 50 N.�::_ J�- _ _ I11_ u r T : . (] _ _ [] __ n r� rd FL00] LI ul the common property line(ti)ars �I r �. _ _ .._. .. _. -' Ithuuin = nihlic ri pts-ol•-wa shall he sub cel Lu the fr•Ilou ut�A-�- C �.�. I j ._=__..:�__-� � � ;; Ir .-�-�'I _ _ � ,'anett(ds: t.+� c I I 23 TYP. I t). �_ - - a. ►huddin plane that faces the common proxri 1►nc shall U)I E 1 I I >ao [+ :_._.;n_- __ . a n exceed�X,ll square meet within.iO feet=►r I.-I()!)square feet (tfT.O.SHTG.71 ® Il � ... ..- ._,....__._. __-__..._. txithin►(1 feet of the pre►lxrty line:{ c '_lyI ` n DI;_ ❑r !Tad FLOORb- - I( __ i �u buddutg plane shall hose a dimension f!r"atvr than N► >STAIRWAm ) 0 t0Dfeet in length ur 35 feet in height;STAIRWAY _ - I Fj c. If marc than one building plane titccs a prulx;is Itnc and C- I hullding planes align atavornmon distance f•rnntthe line, theO T.O.C. hurldmgplanes shall tx: honumtall� scpurnted by at Icast 2t) `TYP. 12 9 TYP 5 \ - - - 1 st FLOORR] feel ! or purlxiscs ofthis standard. "common distance" shall be-- delincdas orithin 12 feel; U4 TYP. 3 TYP.10 TYP, 19 10 TYPg d. lituldtng plane is defined asa surface tlutt IncludesaTYP. 7 building wall that extends from the ground to the top ofeach12 TYP. tall of astructure Area is determined b\ multiplying the 10 TYP. length of each %call h) the height The phtnc does not Include (�'�ro ofarea, \\hen a structure along a malljuts out from the tca11, C�or Is olIset froth an adjacent pail less than four feel,the BUILDING —WEST ELEVATION behi d it is considered part the building plane of tilt wall ~� tehintl it. II thestrtx:turc ptoUudc, Inure than four feet, it - .-- T1 P. SIDING �' represents a separate building plane. Ifa building plane is lit an 0►� �� A7( it tingle In relation to the properv. line.the niidlxnnt of the wall SCALE: 1/8 V -Q --_ !`W, t',,I; ,)O�' shall provide the lxpim tit %\Inch the plane and related distances ' a.l� �t are measured. I'hesc c,mcepts are Illustralyd iu figure Iii !20 I. . r F',\;111t '—�'i . BUILDING E _ 011 1li I-ront Imadcs \II pimiar) truund flor common entries orindividual uit entries of s!rcel fronla a units shall he oriented 4.5 " ?1 TYP ---�^� 4.5 '��, '�'' A.S � to the slrer•t, not to the InotriorortoaFlutrkinu nut "'he front ELEVATIONS AVERAGE HEIGHT OF PITCHED ROOF 12 .� I � 12 AVERAGE HEIGHT OF PITCHED ROOF 12 . cicvatton of large sUvo tures must le divided into smallerarcus ,or plan"-of 5(X)sc uarc Iect or less. Pro coin features such as 12 2 TYP. I I .I' PTYP. 21 TYP. lxarhes, halccptues, ha\sand dormer tvutdows and roof' T.PLAT�E �, lxdunc•ntsarc encourages for stntctutrs Ibcing a street to 1•PLATE interest. t Main valiance. I'rintar) siritctures must Ix:oriented with CD m � 6 Ihrit stain c11tranc" facing(hc street ul>,►n s plop the project 1 ,I= YP - -- fronts Ifthvsite is un it corner, it ma) 1wa its main cnh'anc:e TYP. 10 I A � 1'YP. TYP. I oriented to either street or tit the corner.p Date 9/22/04 5,40 AM T.O,SHTG, ! _.� 10 TY co T,0.SHTG._ lTYP. T , _ np• ---- 3r _ definition. Each dpvelling unt shall be emphasized by Revisions r - 1) l 'nitI includinga rtxdormcrrur bad windoi�sot;the street facing elc\aUon,ur h\ ptuviding a nx►fgable or lx►rch that faces the 9 T IDE IME f Ir ` °�° sUoct tIn►un=J level dreelling trails-hull include lxprches Hutt 11 TY P. , t AtI Tl'P1 1 I; Fshall hr at least 48 square leen in area with no ydimension lefts than SixQ U,SNT ;I / � T T.O.SFT�r. I: Ilc ►f lines. Itcx►f-line of t'sets shall htpro►ritkdat internals�.I Ind EQUAL Et)UAL ('�-R1cel nr less to create variety in Ito massing ut st=ucUlres ito rl \e till'ellect pt it VIII le, loo roof Rot►I'line offsets --- ,JOp rvehe t g g 1/shall be a minimum 446ol variation either vertically from the'S�' RE - gutter line or horiiontally Drawn 8 Franks l__- m �� ) I i r Phase�TDes( nReview Computer File �___._____JT.U.C. i �. % � ' ,:. , Ij ---•-� T.O.C. lines, Ix►rchcs, windntt s,Ind doprs that ant•c,n a primary' 2350402.3 BIdgB_Elevat!on no-- stnx lure's-tract fitcin F9/2.2/0 .40 AM 4 a5 TYP 16 �) ?I TYP. t �._ , _ 3 TYP, 4 TY° ?.2 TYp. (i \`lechamcal equipment. llcx►f-mounted mechanical SheetrC . cyntpntcnt, other titan centsor ve11lilators, shall tx: lxnted and UTILWY ROOM 19 TYP. , .0t, h 22,TYP. TYI'. LL I constracted so as to tw screene•d from ground level view. - SINISFI FLOOR A./ ) 12 TYP. Screening••hall b: integrated with exterior building design.1SEE SLAB ,,":_AN 4 A402s 11 TYP.BUILP 4G B—SOUTH ELEVATION _� BUILDING B—hJORTH ELEVATION °4 Paul Franb ArchitectSCALE: 1/8" V-0" SCALE: r%I " - 1 '-r�" p,Jill vr47Gfl IIILEGUM Yse► �m iIiijijjI I 17 I 21 c, r 29 3IO I 1 Iii 1� 14 ® t® � �0 22 -� z� 2s �e fd7 Ze v 4 e' q x� 4 r t�.?;i' ,,•' ,`,1111 +5d e• d,� 4S - ;P vi , . J: S. ys t . <i., as 1 �+--- - ------ -.-_-_^ _ .__ --- - --- - _ 188'-11" i—_ _ ------- ------ --_ - C/L PARTY WALL 05 ./ �� t3 6 W 8'-4" 43'-10 3/4" 31'-6 3/4" 8'-4" 44'-0" -� 4'-0" 20'-0" 24'-5 112" 4'-0" 4'-0" 31'-0" 8'-9 1/2" 27'-8" 4'-0" 4'-0" 40'-0" _ 1 1/4" I I r -- 1 F.O.S. kGRID i � (�) _ - - - , F.F. I f = N0 70 LI! k 3 F.F. < 1 A7 8.1� ! i A7�E3,1 GARAGE ` w r - 4 NLn ; v ' , Y ' L<�_ - — - - - SLOPE SLAB 3" ` .... ......____.. ._.... I TI lw GARAGE_ I j -, J r. I \ \ Q bo F.F. ! 1 r r f.F pTp F.F. 11 I 7 I , F.F. Q 60 IIC ACCESSIBLE F.O.S. Paul Franks Architecture i3 ---__ L_-___. -- -__--. ____� -� 3805 108th Avv%e NE - .91 I Suite 222 N \.` .c c.F -- Bellevue Weehington 98004.7813 4�_8�' UNIT TYPE F.F. F.F. UNIT TYPE - - —=-- - Telephone 425 803 0792 _J Fox 4,.5 805 0934 M — I � F,F. UNIT TYPE UNIT TYPE,, F.F. F tt GARAGE \ I I GROSS FLOOR AREA 948 S.F. I t I _ r _ - - C_ GROSS FLOOR AREA 755 S.F. °p I STORAGE 34 S.F. , t GROSS FLOOR AREA 740 S. GROSS FLOOR AREA 1,034 S.F. I = ry GARAGES 1050 S.F.`-- I (SPECIAL UNIT) I I DECK 80 S.F. _ I STORAGE 34 S.F. I STORAGE 34 S.F. STORAGE 34 S.F. DECK 80 S.F. y I DECK 80 S.F. SLOPE SLAB 3" I� DECK 80 S.F. — v _ 31'-6" NI N 1 GARAGE _ ! t, e : - = = = : : - _ : - -. - �-- -� = = -� - U - I� : - - N ,� U_ j P E. $ N '7 1 BELL VUE �r 4 Q AG02.5 , `n� WASHINGTON •— N F.f. F.F. �' a - o rfl2266 C;/L PARTY M ��' ��V WALL - _ __ -- -_______. -______ _ - - - �__. C C/ PAR Y WALL' OF 0y: C F.O.S. --'f"" �. 1 1 ��_ 1 - r -0 L ? N 7// FOUNDATION Q " w 1 / 1 n „ DRAIN t IJ Tl n _.r N 11 FF, _ U_ �— UNIT TYPE"), F,F. v ►I F.F UNIT TYPE ` —�-- ' F,F. UNIT TYPE : UNIT TYPE N I -�P Iq r r ►I B_2 q_1 II B-2 - \ D � EC L U I \ N �'+ I CROSS FLOOR AREA 1208 S.F Q I I GROSS FLUOR AREA 939 S.F. GROSS FLOOR AREA 740 S. I GROSS FL001' AREA 939 S.F. I �I I (�] STORAGE 34 S.F. II STORAGE 34 S.F. STORAGE 34 S.F. I STORAGE 34 ;.F. M ( DECh 80 S.F. DECK 80 S.F. I' DECK 80 S.F. DICK. 80 S.F O �- - - 0 - - - . . � E C D _ v - N� _-- ----- -- - -- F.F, II F.F. �. � � � F.F. _ �� Q 1 F.F. 1 j 1 1 _— - ... . . L . . . . . _.. rr OG A708 4 7-1-1/2 131-7t' I Al I �r ya- C j _ - - - - I- - - - - - - - - - - _ a a A708.1 I r r c I C 3 I 1 1/4' I N = Y 1 1_6"TYP. F.0 S. 4 I - _ -- � GRID �+ 10'-0" 10'-0" 10'-01, J 10'-0" 4'-n" 4'-0" 28'-8 1/2" 2'-3 1/2" 8'-9 5/8" Z7' 7 7/8'' 4'-U" 4'-U" 2,8'-8 1/2" 2'-31/2" 9'-0" 2'-0' 45'-8" 7T-5 112" ��----- � I � r - - --- - - - _- _.__ --- - - — r —.— --.___— _ . ---- ---------- BUILDING C-SLAB PLAN 1 SCALE: 1/8" - V-0" LEGEND. � 1 BUILDING C ,. (ALL ASSEMBL IFS S FLMIR /CElu C ^ SLAB PLAN r 1 ALL 1ST FL()OR INTERIOR SLABS U.N.O. 3 1-HR ALL EXTERIOR WALLS U.N.O. 0 1-HR ALL. 2ND& 3RD FLOORS U.N.O. f' ALL 1 ST FLOOR STAIRWAY Si-ARS U.N.O. INS 4 ALL INTERIOR WALLS. U.N.O. 1"� ,,� ALL 1ST FLOOR SLABS l;.N.O. � ALL 2ND& 3RC FLOORS 1 _ L v 1-HR UNDER BATKT1.iBS U.N.O. J ? INS �_ Date _11/7/04 1:33 PM 1-HR ALL PARTY WALLS U N.O. PATIoS 5. LSTAL�,� t Revisions INS NOTES 1 PLAN CHECK 11.-2.04 REFER TO A201 FOR ALL NOTES 1 HR ALL 2ND& 3RD FLOOR DECKS U.N.O. { 5A T AR01 REFER TO A801 AND A802 - Job No 2350 1-HR ALL 2ND do 3RD FLOOR S.AIRWAY A80?. FOR INTERIOR ETEVATIONS .' -- a,i- -�tr -�— LANDINGS U.N.Q. - - n --- Drown BBBBBB�r- FranksPhaii- Computer File---�--v J UNII FLQ0 PLANS 2350.403 Bldg C REV C REFER TO UF" FLOOR PLANS A301-A3:15 FOR 11/7/04 1:33 PN ^- ALL UNIT PL• INFORMATION. Sheet 5 I p A403 I Q Copria► Zoos—___ - Pal Franks A-rchlwc tura 71. d? ' uld." TUM '.'A _....:..-._ ._...,. ... _.__._--._._...,. .«.-,......,_e...-.,_..—...«_.._....._,.........-, .: -.-.-.-,...,......+..,-. -,....,,,�, _.._ _-,.,.......w. ++,..m. +"w _.-,_,r.�.--•a-. .1__, ✓>.. , �, - --.___. _. ..... _ _. -.,.._. .... ...._. _ ..-..-..-.. .,_.,..,..www... i:14Tif. .,.'SYAp�,�.l..tlrx`,:y,!, IIIlI I1 ... 1 Ili' I III II li Itl IIlIIIIIIIIII1111 IIItN tl I III II I II f u I I I I I i � • Ililllt 1111'1'11 II I VIII ,It ILII III LEc +k►��.m►>ar� m I I I I i 1 I I f I I _I_ I I 1 3 4 €5 e 7 110 1 I 12 13 14 18 17' i 11{1 SAO fall !!2 2 3 2'4 2 B 218 17 28 1219 3 0 h : F , Y F T, _,: 'v \ ',nili�S I— 7b �r•- ry �tn• ' p�:k 1 I i 188'-11" 3 C/L PARTY WAIL A705.� 7 3 " 4 Y ,Y Y, 6 7 8'-4" g 44'-0" `-r' 2.0` 8 1/2" 32'-l" - 1-.-------8'-4# 43'-10 3.4 31'-6 3/4 cc cc Y Y. 24'-9 112" 4'-0" W-0" 31'-0" 8'-•9 112" 27'-8" C-0" 4'-0" - - 40-V/ 2 I 1 1/4" H F.O.S. GRID c � H - - - - - - - - , F1 5 601.1 ' U � GFI - -•- 3 407. I I �3 LTJ A708.1•1 TO HOUSF PANEL (-- ;r I x NR F I AND PHOTO CELL opo GARAGE I•HR c i U'-0" 10'-0" 10'-0" l U'-0.. _ I-hR _ . _ _ _ _ -- , 0 0 - I 0 - TO HOUSE PANEL, N WINDOW LOCATION ....-....... `. 1 •-•0 -•--_. .... •' AND PHOTO CELL, 1 cc GF. s--� SPECIAL THIS UNIT ONLY cJ [-:_,-cl:----� �[_a A7032.1 601.1 � c �[� � ----� �[ 601.1 fYP- (( t� / Y NR 7 _a c -- - - - - '� m o / A4. , 2 ... .. ..... .s.ad -�- \ - _. --____ _1___ .. •� T GABA Q �� 1 B0 m H 2 F.F ) I I , F.F. F.F. rj 1 F.F. X �' DS DS US °Q F.O.S. 4705 Z j HC ACCE ' IBLE _ _ _ �.� �" Ps+d Franks Architecture - - - 77 -_- -�,. -- - - - - - ---- - - - - �-+= --- - - Avenue NE _ UR .v H I.F� c F. - - - - -- _ - - stl�o 2 08th_ c Belle 222 Bellevue Wllahinfl;on 99004.7913 a I_I �._$•• l!tJl'T TYPE F..7 F F. UP�IT TYPE Tafsphon•425 803.0792 --- �- A-1 1 B-1 ► F.F. UNIT TYPE I UNIT_TYPE F.F. 1 Fax 425 803.09"14 '� x NR ' s --_ 10 - III A-1 C 10'-6"TYP. I I C,pRAGE I ' wl,N', I I GROSS FLOOR AREA 948 S.V. r-.�-_.� � 602.1 : °D �-`" -' / GROSS FLGOR AREA 755 S.F. I I GROSS FLOOR AREA 740 S.F. 11 GROSS FLOOR AREA 1,034 S.F. -� c , STORAGE 34 S.F. r-- c nI I STCZn ,ARAGEM5 S.F. � tSPEC;AL lJNfi) II DECK 80 ST, \\ STORAGE 34 S.F. I I I STORAGE 34 S.F. 1 STORAGE 34 S.F. 11 _ DECK 60 S.F. I I DECK 80 S.F. _ - ,CC�✓ DECK 80 S.F. .. .v .-....... --- -- _ - / .✓' r YP A.705.3 o GF I r ' N c I@NR FF• FFf�TAIR�4 IP.Y PLAN ASOI A7 1 FNT -1 A60?_.5 / P I- ��Li 602. r A602_.5 ...DS .. •. BELL. UE., , 4 I I I 1 1� 7Y WALL TYP • �� . s / W 4SHINGTON C/I_ PARTY c I1 -T - 1 �� \,._. 1 �,� pr( 10 d F1 N c !� 2266 J PLAN CHECK 1 1.2 U en = ' WALL N -\ F.F. _.._ F.F. r• N �i` n� C/ F.0.5. - - F.O.S. 'y 1 T I ______R o p _ "" Cil_ PARTY ViALL� lJ I ALL ��1RAf_ _.. - /r _ ! / ' . . �. . .. y - _ 4 -- _ _..•._ ( 2 -_ - A 1 N TO OUSE, NEL 5 / I � �' F _ Sb ~J • /r ,,� .� F /1602. c CTV / TELEPHONE t° 1-HR-INS - - / \ i EJ111111111_- I ' 2 STA A 1` N ASO '--� l_ ELECTRIC 602. .:9►i: _ r; I•HR -' .. . .::I \ - - - .-. - c . . . .- . IT I --• i FIRE SPRINKLER �+ TO HOUSE PANEL c cn AND PHOTO CELL �' ._. UNIT TYPE Ell 11 ►.F. UNIT TYPE F.I. UNIT TYPE Q !1 UNIT TYPE I N I A-1 B-2 d SPEC AL � B 2 GROSS FLOOR AREA 1208 S F. { I1 GROSS FLOOR AREA 939 S.F-11 c - 5 'Q GROSS FLOOR AREA 740 S.F. I1 GROSS FLOOR AREA 939 S.F. •�' ` STORAGE 34 S.F. 11 STORAGE 34 S. I A204.1 N STORAGE 34 S.F. I I STORAGE 34 S.F, v, c rMi DECK 90 S.F. 4 DEC, 80 S.F, 4 IL- DECK 80 S.F, DECK HO S.F. �� F.F A703.1 A703.1 A703.'I A7C3.1 Q •rJ ,.. - -- - }-- - - cCT OD v� --- --_• F.F. D � _ F.F. D S F.F. i 1` +� I ,'1'' , i $ c ( s .-.. U D Q CA 4 SPECIAL FL000LAN ' /�• 1 ,j r S 1 I 2 F. .C. 1 ) 50 CONDITION 1 ST FLOOR r' 2'43 1 2" 11'-9" ONLY ,- ., _.:.....-------- .._.... _..._.I..... -----.._ .._.. - - -. .. -_ - - ..�... ~....•. _ _�-. c F So ` 7'-1 1/2" 13'-7" ,.. A7-8.1 I-'JAI� _ z-_ :cs b .dV , c nr c_�� _-I=...: _ --� a �- -,,*.'r.:.... . -- •_�{�! E=_.,. 1 _� .._.--• -- ...a...._....... ..� - - - - - - - - - - -- - I- - - -- - - - - - - - - TQ FUSE PANEL _ _ _ c _ - _ - - - - - - - - - - TO HOUSE PANEL.- _ _-�--- ~0 \ I 0- I j- a F- G AND PHOTO CELL< - -' c a AND PHOTO CELL I 1 " 0 .� 0 4 A7 .1 25%FRONT YARD s 3 Q 1 2 3 SETBACK I I I ,602.1 j o c DEVELOPMENT 1 1 -S"TYP. 1 1/4" 1 [MONO N ADJUSTMENT APPROVAL - - - F.O.S. --��--GRID Q L Zn FOR TRELLIS I __101_0 10'-01, VAR2004-00050 10'-0" 4'-0" 4'-0" 28'-8 1/2" 2'-3 1/2" 8'-9 5/8" 27'-7 7/8" 4'-0" 4'-0" 28'-8 1/2" 2' 3 1/2" 9' U` �1-0 'f X15'-8' 75'-S 1/2" - PROPERTY LINE & R.O.W. LINE ?' 602.1 PUBLIC STREET ( S.W. 108TH AVENUE) OCCUPANCYR-1 APAR�THENTS r �+�� ' `✓- � ��_-� / �--� _.�� - `��-/ `� .' CONSTRUCTION TYPE V-1 HOUR FIRE RATED BUILDING C- 1 st FLOOR PLAN 1 V_., �-- -�,� ,Y._,, -� r� •v � _` � �/ TORIES _ ' 1 -- -- ------- � (� REVISED 1 FIRE_ AREA tIVR fOMATIC FIRE SPRINKLER PER IBC STD. 9-3 -_ BUILDING C SCALE: 1/8" . 1'-D" J BUILDING STAIRWAY GARAGE TOTAL. _ - _ E �'�LARM A 1 M TI MAr•JUAL /1`.PLAN CHECK 11.2. 4 BUILDING C 1st FLOOR 9 322 st 1,070 sf 1,050 sf 10 39t gf TERI R ALL • 1--HQUR FIRE RA111) BUILDING GRAPHIC LEGEND REFER TO A201 WALL ASSILMEt� ELQOR /CEILING A��EMaLIF � INTERIOR WALLS 1-HO R FIRE RATED FLOOR ASSEMBLIES REFER TO Ac'.C)3 - 2 4 UNITS ?.rx! FLOOR 8,140 90 sf ;ca6 sf 8,856 sf ALL 1ST FLCOI, INTERIOR SLABS U.N,O. 3 3rd FLOOR 7,826 sf 299 sf 8 125 10 FL R / CEILING ASSEMBLY 1-HDR FIRE RATED OUND RATED 1 St FLOOR STRUCTURAL REQUIREMENT-) REFER 1.0 STRUCTURAL R F/ LIN AS EMBLY 1-H H FIRE RATED TQTAL BLpC. G5 337 sf 2 035 sf 1 OSO >ff 27 372 sf PARTY WALLA ASSEMBLY 1-H R FIRE RATED,-SOUND RATED PLAN 1-HR ALL EXTERIOR WALLS U.N.Q. 1-HR ALL 2ND& BRI) FLOORS U N.O. ----.._..r..__-.. DRAWINGS INS INS ,A �,-,N. l / ELECTRICAL: REFER TO UNIT ELECTRICAL PLANS, SITE 1 AL.l. 1 ST FLOOR STAIRWAY SLABS U.N.U. BUILDING C UNfT TYPE '�_- -' � ADAPTABLE INT F _ ELECTRICAL AND BUILDING ELEVATIONS FOR OTHER 4 ALL INTERIOR WALI.S. U N.O. 4 FIRST FLOOR HC- HC ADAPTABLE-DWELLING UNITS _ Q ALL 1 ST FLOOR PATIO SLABS U.N.O. �_FIR ALL 2ND AI 3RD rS U.N. GARAGE C 1 AL-11L B 1 •H A 1-HC T - - C-HC REQUIREMENTS, -.. .,_ LINDER BATHTUBS U.N.O. Y-� Date 11/10/04 3:23 PM 11N1T PLANS; REFER TO A300 UNIT PLANS. INS GARAGE C2 aiR Y t HC Al-HC �,�TAIRNi'., �L- DAY GARAGE C3-HC Revblons 1-HR ALL. PARTY WALLS U.N.O. r-�- c�� '��'�-��•��A� ""'� GARAGE C4 1 PLAN CHE:,K 1 1.2.Oa INS /NOTES ` ALL GROUND FLOOR DWELLING UNITS ARE HC ADAPTABLE S A2O1 P.EFER TO A201 FOR ALL NOTES f) �� ALL. 'ND& 3RD FLOOR DECKS U.N.O. 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I I I �- WINDOW LOCATIONTYP 1 I 1 SPECIAL THIS'-i�T 601.1 ONLY 601.1 I < I j : c C11 55 1 HR I 1-HR 1-HR _ _ _ - I Paul Franks Archlteciure F.O.S. � ,� - _ Avenue NE 3405 10dth Suite 222 - 77- 4'-8" _ , I Bellevue Washington 98004-/813 4 8' UNPE - - UNIT TYPE --- ------I Telephone 425 803 0792 I— -- UNIT TYPE) UNIT TYPE 1 Fax 425.803.0934 1 Al 1 B1 L— A 7 C 602.1 GROSS FLOOR AREA 755 S.F. _ _ GROSS FLOOR AREA 948 S.F. _ (SPECIAL UNIT) STORAGE 34 S.F. GRC'.S FLOOR AREA 740 S.F. (ROSS FLOOR AREA 1 034 S.F. I STORAGE 34 S.F. DECK 80 S.F. m IF STORAGE 34 S.F. 'STORAGE 34 S.F. L r' I DECK 8U S.F. _� DECK 80 S.F. DECK 80 S.F. v 1- _ - __ .. . _ . _. - - - - - - - - - I _. .._ TYP A705.3 E. S T. ! UP DN •_--- �-- _ c -S UP _ DN 2 �--7�- �� i 1-N -IN - �A602.2 1 N e U 3 P 'Y WALL Tt'P BELL VUE, STAIRWAY PLAN A501 ` A602.� ^ �' vV.SHINGTON A{;f)c.5 2266 C/L PARTY _ _ rr�oo -H "__ 15H12 J C C/L PART r V�Al_.^ OF v WALL C r, - 1 N Ve F.U.S. 1-HR I L � N � I' L.. � in Lm Ij I A602. 2 . 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ELEV'A JQN_ AINQNC?JEIS 0 1 IBERGLASS ROOFING S!+N(.,;11, 0 WOOD FASCIA& SHEET METAS_ GUTTER--PAINTED FINISH 03 FIBER-CEMENT LAP SIDING-PAINTED FINISH M SPECIA;_ LONDITIONA40 .4 -`�----- - "�"--- 15 1'r VINYL WINDOWS W/ 'J OOD TRIM•PAINTLD FINISH 1 S TYP. 1 5 TYP. Fy P. ��' D 4.5� 2 TYP V WOOD CORNER FRIM--PAINTED FINISH �.... ..c� AVERAGE HEIGHT OF PITCHED ROOF a.5_! 2 / q - -- ✓� ` T.PLATE © WOGG TRIM-PRINTED FINISH O W (ROOF LINE WOOD TRELLIS-PAINTED FINISH TYP. 14 _ I m i ® - iWOOD I'ASCIA-PAINTED FINISH WOOD POST--PAINTED FINISH = J/v _ : - ( I L---- I i 00 T.O.SIITG. 10 11TEEL GUARDRAILING--PAINTED FINISH (.� 4� li I - ^�- ( — 13 _ - t7 I - -- ;3rd FLOOR', 13 11 DECK Ln r --- -- ---- - - - _ f- - 1 r rl 11 PATIO L� L�� [JE, I 12 T.O.SHTG.91 13 OPF'N p u U I - --- 2n FL OR . PANS ...... no .- _. ... _,_._ �:�1,. ` J _ I 14 t Ic,Hl FIX-1 URE REFER 70 BUILDING a ELE(:TRICAI L 3.5/12 PITCH _ ^ I ,, Ta[i I - i n❑ 11 . s- j�l- �- 1 5 EXHAUST VENT. REFER TO KNIT F' A.NS. 3'-0" MIN. TO f1pUi Franke Archltoctury I I WiNDOW OR DOOR OPENING;. PAINTED FINISH I t 3 I _ I f � 38(`., 108th Avenue NE a � Shits%.4[ I( 7'f \ I i �� II L- ELtCTkiC METERS, TELEPHONE, CAB'-' 3ellevue, Washington 98004.7913 {- 0 STAIRWAY I , __ _ STAIRWAY - �� 16I L I i Ell __„ �`_� I _t - let FLOOR! d� FIRE SPRINKI-ER CONTRG RC _ L 2 _ ---- -- --- Telephone 425 803.0792 J "� Fax 4'15.803.0934 -�✓ I _ 17 DOWNSPOUT, SHEET METAL. 2" X 3" `iOM!NAL-PAINTED Email paLjif-'!Nntegraonline corn N 10 TYP. 16 H. ....'......" 19 TYP. 7 TYP 1 1 TYP. 1 1 TYP, 3 NP. TYP, TYP 5 14 TYP. 12 TYP, 19 TYP, � --------- -- TYP. 17 TYP. 24 TYP 7 ivP ,QRIT At 92 18 FINISH GRACE REFER TO CIVIL GRADING DRAWINGS FRONT FACADE BUILDING i 1 1 fY CC 19 FOUNDA FION-REFER l 0 ST RUCTURAL DRAWINGS PLANE AREA PER a f 18.720.03C (8) 62 Sq FZ 101 Sq ft 454 Sq it 418 Sq ft 479 Sq ft 59 Sq ft 231 Sq ft 464 Sq ft 418 Sq 1t 479 Sq ft 59 Sq ft 247 Sq ft 100 S.F. MAX, 2U ADDRESS SIGN PA ORAN ,, 21 ROOF VENTS NOT SHOWN REFER TO ROOF PLAN '7 • , j�UE • SPECIAL CONDITION 1 - F R 22 DOOR-PAINTED FINISH WASHINGTON �I �Ult_�iNG C EAST ELEVATION FACING STREET (� y xz6s SCALE: 1/8" = 1 "-0° .� 23 SLIDING GLASS GOOK-TEMPERED Gi.ASS QF � 24 DOOR W- TEMPERED GLASS LITE 4,5 4.5 12 r 4.5 AVERAGE HEIGHT OF PITCHED ROOF _- '^�„ 2 TYP. '� 12 �. 2TYP. � '--"-"'� � U 44 TYP. 21 )l YP: 15 TYP. -.! 14 1„P. 18.720.030 Design Standards ___. ..�. 17 TYP. T.PLATE E A. Density transition. When a multi-t•:+roily or attached single-family,project uhulsdesign oix�y zoned for detac}'+1 - sin le Tamil the tblluwin dcsi n standards,twill n>>1 Building height shall not exceed two stones or 25 lett i F I __T Llug within 30 I'eet of the property line or three stories or 35 feet I I I' 13 `-' 00 lit T.O.SHTG. within 50 t_et of the property line-. E G _-L�I: -- n --' I --'1 13 ��. -__-- r3r FLOOR , � �� - - { _ -.___. ,_ - f -.�----"- U �- Building planes for multi family +lwcllings N(thin 30 ENI G -- F- o o - - ---�❑ L CJS - i N'TT9� ii feet of the c�oalmon property lines) and _ N110, o-7 II q.� ahuttinK publi: rights-cif-way shall tie subject to the following .� i� � ,'� Fi�: standardx. Cti-, 5 (I - - �ITYP, 1` 1 (UII 23 TYP. 60 12 _______ __.- �-�_` � {- -'� a. do huilding plane that faces the common property line shall (J) �.1 _ � ; _•- la, --- T.O.SHTG. exceed%)square feet withi; .10 feet or 1,400 square fee Ye, � -- �o `- - _ __- - _- ° "T'--' ❑ ❑ -�" i ' " - - 2n FLOOR within 501eet of the propert} line: C Q 13 -I I -1 __ --I_ --� ---- (-�- -I_ R b. No building plan. ,'tall l+a% a thin":nsiun greater than.•ill � � ` ' tett to length or 35 feet in height, Q 0 GARAGF ' STAIRWAY STAIRWAY '�` °D c. If more than one building plane races a property line and -j T.O.C. building planes align at a common distance from the line,the • J -=K _ _-_-___.__. - T. L building planes shall he horizontally separated by at least 20 7 ; � - ; � - _ ' ' - - ; - ' ; ` � _ _ . _ _ . . _ . - - . - . - _ _ - - _ _ - feet. I�or purposes of this standard, "common distance" shall he L® ?� � 16 TYP. 12 r ' 9 _ - - - _ 10 TYP. 4 gyp, - _ defined as within 12 feet; �"'""" TYP. 19 10 TYP. 3 TYP' TYP 5 12 TYP d. Building plane is defined as a surface that includes.) U 23 np• 7 building wall that extends from the ground to the top of each �, �Ol�fr'rypl^ � wall of a structure. ,��rca is determined by multiplying the '�� Al B1� 1 length of each wail by the height.The plane dues not rncludc , roof area. When a structure along a wall juts out frons the wall, CZ or is off-set from an adjacent part less than four fcet, the structure is considered part of the huilkling plane of the wall B U S L�I N G C-WEST ELEVATION behind it. If the structure protrudes more titan four feet, it 0 represents;+ ,�.paratt; building plane. It'a builpdcing plane is at an le in relation t,the Iii,e, the L " = 1 - " shall provide thetp int property w cthe plane and related distances int(of the wall St,ALE. 1/8" 0 are measured, these concepts are illustrated in Figure 18.720.1 1 1 i1. Front facades. All primary ground-+1•_x+r common entries or BUILDING C ,. individual unit, entric�,"of street 1'rontage units shall be oriented ELEVATIONS q 1 to the street not to the interior or to a parking lot. The front � � 4.5 elevation of serge structures must be divided into smaller areas AVERAGE HEKiHT OF PITCHED ROOF 21 TYP. 12 � t 122 r�TYP. or planes of_ W)square feet or less. projecting features such as � _� _ _ _._- _ _-_- _ _ ,<% �• �J p+irches, balcc,taes, haN,s and(former windows and nx,f iYP. '� ��`�� T.PLATE_ pediments creapts al are encourages tier strut tures facing a street to ercst T.PLATE /� _ ME � N9ain entrant._. Primary sttucaures mart be oriented with - I their main entrance facing the street tgx)n which the project �o _ _ 4.�M 1 EYP, 10 ��,� 12 t � TYP 1 U _ fronts. U the site is on a corner,it ma) have its ronin entrance I i 6 } oriented to e0her street or at the corner. � � Ir I '� 1 I I 10 TYP oo Date 9/2?./04 6:05 AM T.O.SHTG. 1 U TYP. I IJrUR T,O.SHTG. D. Unit definition. Each dwelling unit shall he emphasized by Revls.'ons _.-... ___r._._ f L L�FLOOR! _ .._ __ .. ___- _ ___ _ ______ g -_ --- ------- including a rcKof dorm.:r o-fury windows on the Street-facing r - - elevation,.or by providing a noof gable•or Ixorch that faces the •-(2 TYP �+ - 11 'TYP, _ l street. Ground leve',dwelling units shall include porches that TYP,011 "', ! 1 _ - shall be at least 49 square feet In area will•, no f3 I - -� 60 dimension less than six feet3.5 . � -�T.O.SW'fG. `+E1,� _ �, 7 -�- { - UnT.d FLTt;, I„ Root'linev. Ro of-line offsets shall he provide at intervals of 2 TYP. _ -- nd 00 4o feet or less to create variety in the massing of structures and _ ` __ ---- - ==-• t o relieve the effect of n single, Ion roof. Roof line ol•fsets � 8 celT__-____ 1 ice-i''_--- _ , , sltstll toe a minimw± t't'oot variation either vertically farm the - ;s;d...k ' bo _ I Phase By � .Orlin _- _ �! � � \ I � ' r jao�tter line or hotizo�tally i �_ FP sine 811. , I I I Computer File k i ), i _ F. 'frim detail 'frim shall he used to mark all building i1x)f .� ------- `` l T.O.C. ling,perches, windcrvt+ and d(x-)m that arc on a primary 2350,403.6-BldgC-Elevetlon T. 11 , I 4 1� SPECIAL THIS UNIT J --!- et�� structure's street-faci ig clevation(s) 9/22/04 6:05 AM LJL ,_. .,... " " 4 TYP. 22 ',YP, (i %1ccMnical equipment: Ito.. mounted mechanical sheat 14 \_05Tyr TYP, 4 � 3 TYp. `' LITILFTY ROOM 3 TYP. equipment,other than vents or ventilators,shall he located and GARAGE DOORS - �j \ 1 �, TYP. cc' - FINISH FLOOR constructed so ar,to be screemcd from ground-level view. 19 iYP. Z2 TYP. 'OFlff7W_ PAINTED F%,ISH GAIEA(lE GARAGE ��\ �� SEE SLAB PLAN ( c- � 12 TYP, Screening shall he integrated with exterior building design. A4016 PLATE HEIGHT ��• + 4 �_ - _— - - _- 450 Sq R 18:720.030 A.2 a. No 11 TYP, \I building plane that faces the U I L D i N G C N Q FST I� ELEVATION l CopoyConks g r 2004 BUILDING �"w5°1w/U 1 1 1 ELI, VAIQI x! common property ling shell - Paul Fnnittt Architecture � -__ .._... _. ��tiQ square feet - exceed within 30 feet or 1,40() SCALE: 1/8" 1 '-0" square feet within 5l)feet of SCA�.E: 1/6"' 1 ' 0" the property line; r , _. . .;.:a,.w+►�iR"".,... ., .. .,,.._-..—.•.....��....--...-.._.._..,.,............--dwAper+r/�,w�rA.... - - wr - -. a,, . ClTl I 'I ''II''III 11 i I!{ntrillif Illl+l llill IIIUI lill�ll I ! I II I II"� fill Ili I II III Il 1� 111 I �I fi I��I! I Inll lylull 11 Illi l II 1 I I Irl Illi I 11!I �Itil IIII�IIIIItlil�llll IUf�llil III III II 11 111 11 i fl MilI III 'III UI r �c�em slrk� b I I 3 A !� t�o f I f tli! t ilii , f�e tI7 f�s f o 0 2II QlQ 2�3 a..la E :'7 �e 2�4 910 E4 S I f+mT.l sm • 71 • i 1 M i fY1� 6 7 LIJ (D 44'-0f' 44'--0" " 34'-9" 1 i W 0 SIM 103 L F.F ao I 601.1 O � ��" —'" UNlT TYPE < �_f UNlT TYPE' -- — � so1.1 - _ -___._ ._ -�_ _ t J C- F I1 B1 `HC _•v ` I SLAB PERIMETER !NSLJLAfICN K GROSS FLOOR AREA 1,034 S.F. ' I1 GROSS FLOOR AREA 948 S.F. _ 7 ` F'F' PER THERMAL INSULATION . �� 1 / +11.5" STORAGE 34 S-F _ II STORAGE 34 S.F. SCHEDULE DRAV`/INC A201 °D '^I 1 "'r DECK 90 S.F. !' DECK 8(1 S.F. - ��` _-" — Pau! Eranko Architecture M 602.1 I F r I _ F 1 X,t 1Ct►th Avenue NE i �f-� � _ _ _ . � _ _ . • ..,1-~ c.. _ FOUND TION -----v_ o ' .- --_ Swie 2i.2 ' / E3u116 ae, Washington 98004-7013 N 1 . UNIT T PE 1 A F,T' LL T' Telephone 425.803.0792 ^' A l !;FAIRWAY PIANCA5101`1 a, iti. / STAIRW Y PLAN A501 _ C�'HC S FaxEmail 5.803 09348 E Yp�OR ' SIMpault@into raonllne.corn GROSS FLOOR AREA 1161 S.F. _-J N ` s an 407. - -- - - - — -__J t — _ --- ------ 1 STORAGE 34 S.F. _ DECK 80 S.F. _ 2 o SIM 60r. 7 1 F F. 602.1 in QI A705.3 t t I1144 N N � r4 10'-9" - Q F.F. -: _ r I F.F. A705. 4LA, - - - . : : : :LF . _ rr h _ a J 602.3 1 ► e BE E� r `...�.. n aQ, A S P I WALL TYP I `n� WASHINGTON M� UNIT TYPE �' UNIT TYPE �_� 1f C/L PA c WALL I A�, 2266 B1 -HC ----- -- — - _—_ — F.O.S. •GARAGE OF GROSS FLOOR AREA 948 S.F. GROSS FLOOR AREA 948 S.F. I I I �q STORAGE 34 S.F. t STORAGE S.F. off, DECK 80 S.F. x 1 DECK 80 S.F. cn Q i p 4 ENTRY DOOR TYP SIM 7 1 a� < 1 A7 C a TE1 C. fiA\�/lam' GAF�A� _1 �� I� _ - = - - - I ._ r '! 4 ''� F.F. _ r ` � -` 1�-- T.O.C. T:O.C. T.O.C. LJNlT TYPE N� I — ... -. CIA . I� S.F. F.F. F.F. A7 t .. _._._-ffi '' GROSS FLOOR 4 S F,E 9 t 3 I F.F. I 1 3 G 3 z, cz 10'-0" . I A 4 �. DECK 80 S.F. 10'-0�' I Ar E hfxv91-00' ;1'-G.. q.-0tt 8,�„ qt-�t, 31'-0" 9'-0t. — -- _� -- �__�� — — Nt CZ ct3 .• ----- — — — A 2C, 3 �? A 4 �'�`� F.F. �- �� SIM 46 A 2 •s CL . - � rn i •tF"a w 0 C 6 `� .••� ............... ... �' ..+/ 9'-1 1/2" CzA- < ` ►.i • —4 € -C r` SCORE JOINTS TYP 6 "� C BUILDING D-SLAB FLAN n n SLALE: 1/8" 1 •-0 i-' E 5 3 1 c > � � I Cz LEGOD WALL-ASUJ LE_ SLA F�QQE.. QLILINQ ASU RL-1.5 0 ALL 1 ST FLOOR INTERIOR SLABS U.N.O, 3 . .. q' 1INIIR S ALL EXTERIOR WALL5l1•N.O. r 11NS ALL 2ND a, 3RD FLOORS U.N.Q. BUILDING D ,(� ALL. 1.,T FL.00RTFAIRNAY SLABS U.N.O. t q `'✓ 4 BUILDING 1-HR ALL INTERIOR WALLS. U.N.O. � ALL 2ND& IF')FLOURS c�+l/ ALL, 1ST FLOOR PATIO SLABS U.N.O, 1-HR UNDER BATIiIUBS U.N.O. � SLAB PLAN \ c ��ppWW�� C INS c\ 144R ALL PARTY WALLS U.N.O. PA IIS I)ECKS & SIAIRWAY� INS ` ' 1 FSR ALL 2ND& 3RD FLOOR DECKS U.N.O. A�lS REFER TO A201 FOR All NOTES Uste 11/11/04 9:22 AM F, SA A801 REFER TO A801 APO A802 Revisions - 1-HR ALL 2ND& 3RD FLOOR STAIRWAY A802 FOR INTERIOR ELEVATIONS 1 PLAN CHECK 1 I.?_.04 LANDINGS U.N.Q. UNIT ELao.�.Pl.AU5 REFER TO U%4T FLOOR PLANS A301-A305 FOR ALL UNIT PLAN INFORMATION. o. _ Sc e 1/ - 1 �_,r.--��.-�.�`'�.._•/`-�_./,-�.r-�' _ Drawn BY Franks _...._-_ Ccxnputer File 2350.404 Bldg R-Plan REI' W. 11/11/04 9:22 AM L i5 t}a Sheet "j"I Q� 3 A404 .. I 1 Ci Copyright 2004 Paul Franks Architecture ii —M 001 t Cr ! lil II iii III f I�Illili'il I !i I i I l 1 it I i i . illi! I Ili 111 I II 1 i { ! II III I 11!Ili: i i l ill II 111 III I II!IItII! Illlil II IIlIIIiIIMtllllill ILI it I IIII�!ill II ilii) II Il I T. II illlllll { it.� R,r sr i I ! I I I I ! I I I l I IQ�gwltn 10 I I 12 13 14 i8 I7 t9 19 12C) 21 22 2:3 24 25 2l5 27 2E3 ?_E? 30 s C r A i 1s i .r. t i r' .. l �GG'' „ {I I , C „ i - ..ra;...-•_,:r.__ w-r...wway.Wa..,r a...w,. - ' •...• .r .-...-... .u.ae._—si.._Y .ra r Jma._ w.w.-r ..r w.. r •,. .•e Y w., _--. .Si11.....-.......__......,. -m.......,..—_-.c....-...-.-..,y. yvffi. ,.wur.—,-....uu.•:..___. rr1.L-.u...._...ur.---_ y-.-..a_,.._.r..-...u...r. rLr.Ba. _ -a,e_ ', .. r_. r. - u....f... oil y4" 6 Lij Cr , ., J o� 44'-0„ ti'-4" 44'-0" b'-4" — 45' 8" 34'-9-1- 44'-0" 4 -9 i 44'-0" 42" HIGH GUARDRAILING SPEC 4L CONDITION LIJ A - - 7 � F.F. 80 .1 601 � U 2" H GUARDRAILING PECIAL ONDITION T TYPE UNIT TYPE - - -- -- -- - - UNi i _ tt C-HC I ` - I I GROSS FLOOR AREA 948 S.F. ( � F.F. q GROSS FLOOR AREA 1,034 S.F \ STORAGE 34 S.F. {� STORAGE 34 S.F. :r DECK 80 S.F- I DECK 80 S.F. F F - -_ - - - Paul Fra Architecture M \ - _ - - F.F. I n` Franks a90 108th Avenue NE 1 Suite 222 Bellevue Washington 99004.7813 � j 1 PAKrY At.l P 602.1 i, _ - 4 A c.S UNIT_TYPE Telephone 425.803.0792 WAY PLAN A501 A77r—1 E�lTR� DOOR T1( , rAIRW Y PLAN A501 D-�IC ELEC. WrR• Fox 425.803 0934 F. L- t t W_— CENTER Email N � M '�, ° (� F F O o 1 GROSS FLOGR AR[A 1 161 S.F. pault� integrazonline.Com r _j .».. tSTORAGE 34 S.F. d ^ n G t o DECK 80 S.F. 4 SIM `� p I D A _ �� _Y ' I' 7 F.F. ' P A705-- x.602. - - 1v - - ,. ---„ N N P F S L ,,:..�, n ,�....� .:. t - -. .,._ . RAS _ ,. 4 10' F.F. 3 `/ \ 1-HR VLJE A6 .5 PP1 WALL TYP / `�� WASHINGTON l M UNIT TYPE �" t UNIT-TYPE f r1 i C/L PARTY V�ALL -y 2266 N �1 -HC _ tt Bi EIC— F.r rELL cr _ t o 4F.O.S. i GARAGE ��F GROSS FLOOR AREA 948 S.F. j1 GROSS FLOOR AREA 948 S.F. /'� t _ -..=+ -� I -4 4 STORAGE 34 S.F. tt STORAGE 34 S.F. - � q OO 7 - 3 ENTRY OOORYp SIM 1 HR t HR m, DECK 80 S.F. DECK 80 S.F. q > 1-HR J �- _ — ECJ 1� G'-A U - - - ---- - - - - - -- - -HR - - F� _. Iii INS r l E, 4 N UNIT TYPEAM ~� 0Cq . .` STORAGE 34 S.F. 3 ,. I F.F. ' I - L - � � �� GROSS FLOOR AREA 94E S.F. � � � -_- 3 ORAG 1.HR I �✓ A 4 OCCK 80 S.F. v+ Mm 3 ... ` "�""'TO HOUSE PANT I 0 777. 0 AND PHOTO CELL TO HOUSE PANEL N PARKING DRIVEWAY AND PHOTO CELL C a ,t tt 1 r.F. 3 — Cr) 2.� � g'-0" 1-HR C w. ro _` CD U O I t t, � 1 059 E -- - So BUILDING ®- 1 st FLOOR PLAN ====== 3 .��. TO HOUSE PANEL 44'-0„ 36'-5" � > cul � SCALE: 1 /f3" � 1 �-0`� ._.. N A _U �_., AND PHOTO CELL GRAPHIC LEGEND REFER TO A201 t V^' Y �/' �/�—�,v `Y -✓_�� 3 > FLOUR ASSEMBLIES REFER TO A203 cn STRUCTURAL REQUIREMENTS REFER TO STRUCTURAL < _ DRAWINGS WALL TES �L.�,? FLQQR /QEIL NQ ASSEMBLIES PANCY G_E_ R-1 APART MEN ELECTRICAL: REFER TO UNIT ELECTRICAL PLANS, SITE ALL 1ST FLOOR INTERIOR SLABS IJ.N.O. 3 `R IC'N rl f _- >HQFlRE PtATl=p `� = ELECTRICAL AND BUILDING ELEVATIONS FOR OTHER t HR ALL 2ND& 3RD FLOORS U.N.O. J r ELECT C 1-HR ALL EXTERKA WALLS U.N.O. �^ INS T MAfI Fi��E SPRINKL Rte,,"___ )ER I,�C STD, 9- - REQUIREMENTS. INS FIRE AL4RM AQ T MEATI & MANUAL _ 1 ALL 1ST FLOOR STAIRWAY SLABS U.N.U. UNIT PLANS; REFER TO A300 UNIT PLANS. _• ' 4 4 �ERI R WALL- I-HQ�!R FIRI` 1-HR ALL INTERIOR WALLS. U.N.O. 4 ALL 2ND& 3RD Ft.C10RS <' INTERIOR WALL ___ 1 H 1R FiRF; RATED ALL 1ST FLOOR PATIO SLABS U.N.O. 1-HR UNDER BATHTUBS U.N.U. CEJ IKGSSEMBI 1;,�I, R.. EIRL GATED, SOUND RATEQ ALL GROUND FLOOR DWELLING UNITS ARE HC INs t- i FIRE ADAPTABLE 1-HR ALL PAR'T'Y WALLS U.N.C. �KS �i JA WAY 2 /NOTES --- ARTY WALL ASSEMBLY 1-HUIiR FIRE RATED: SOUND RATED ALL GROUND FLOOR DWELLING UNITS ARE ON AN INs Ac &E. IBLEE R ITE 1st: FQc R ._ . BUILDING REFER TO A201 FOR ALL NOTES T'� /'"��"�� AD E V J I, T 1,t FLOQ;,,,_;-,,�_,,,,_4 EXTERIOR ACCESSIBLE ROUTE 5 _ 4 .. 1 -7 Y BUILDING 4 TO THE PRIMARY DWELLING UNIT ENTRY DOUR 1-i{� ALL. 2ND& 3RD FLUOR DECKS U.N.O. f : ._. .....____..�,_... � \` i REVISED I � FIRE AREA I ST FLOUR BUILDING STAIRWAY GARAGE TQITAL AA01 REFER TO A801 AND A80? BUILDING D 1st FLOOR 7,486 sf 1,047 sf 766 if 8,533 if ;' PLAN SA 1 ,PLAN CHECK 11.2.04 1 B UNITS Jnd FLOOR F,695 if 666 of 7.361 if �,t_L Zi'VID 6 3RD FLOOR STAIRWAY AR02 FOR INTERIOR ELEVATIONS ' 141R LANDINGS U.N.O. 3rd FLOOR 6 695 sf 299 if E`394 if �87 sf UNIT FLQQR PLANS BVI.DING O UINT TYPES - _Datta 11/11/04 9:27 AM REFER TO UNIT FLOOR PLANS A301-A305 FOR HC- I�;�ADA PTAF3LE DWELLI NIT Revisions ALL UNIT PLAN INFORMATION. H{�___ 1-H 1�Fi � ST�1IRWAY, ,_•�L'IiC, TAIRWAY �1- lir _,_J GARA E D1 ARA E I3 ARA E 1 PLAN CHECK 7 1.2.04 1 �o . 1 T. 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I � o RIDGE HEIGHT TO > MATCH ADJOININ 12 ROOF PER PLAN Cn ATTIC VENT AREA REQUIRED 8/31/04 8:33 AM14'-11 1/4" Building Total Required Sloping Roof Vents Total Proposed �1s'-to 1/a" Vented Vent Ra!io Number ;Jet vent Vent Vent Area PITCH® 4.5 4.49 PfT( 1 C Attic 1 5.f, vent / of vents Area Area Exceeds Code _ Area 300 0. proposed 61 sq. in. Proposed - r D Part 11412 s.f, 678 sq. In. 12 732 spy. in. 732 sq. in. TRUE —20�ROOF 20.19• f Part 2 1326 s.f. 636 sq. In. 11 671 sq. in. 571 sq. In. TRUE a' BUSS-SPECIAL PITCH Part 3 1060 s.f. 509 sq. In. 9 549 sq. in. 549 sq. In. TRUE to --- _ Part 41060 s.f. 509 sq. in. 9 549 sq. In. S49 sq. In. TRUE Part S 1495 s.f. 718 sq. In. 12 732 sq. In. 732 sq. In. TRUE � � � BUILDING D Part 61257 s.f. 603 sq. In. 10 610 sq. In, 610 sq. In. TRUE BUILDING ROOF PLAN 28'-1 102" SPECIAL ROOF TRUSS SCALE: 1/8" - V-0" Date 11/11/04 9:29 AM_ Revislons 1 PLAN CHECK 11.2.04 lob No. 211 — Scvia 1/811- 11 DrayvTi By ___Franks —Phase Computer File — 2350.404 Bldg D-Plan REV 11/11/04 9:29 AM Sheet �,T, r' A404A , YEf 4e - ©Copyrlpht 2:004 , -- Paul Franks Architecture ' - Cn1 li! IINji! i IIIII ! 11 I I ' �� T � i II I Ili!�� Iii1;l!iliulI Ili1111 Illiln 1 Ilii III 1�IIIIIIU 1 III fill 1 III IIII 1 IIIIIIII11111111111I111111111 I IIIIIIIII I Illljllli I II Illlltill9illllllllll!IIII2) (® , T22 23 24 I � I2III®IIIIII30 IIO I I I2 1 3 14 1d I7 1 20 2 4 seal. y i V r: d , - ,. ;6 V t g .1 ,t ,I i t I rl Q,. t 14 \ i4 W i/ A70-5--2-,i A705.2 � - - --- ---— - - 1✓ it �s' -�-__ � �..-,/ � �� •• ,� w [Roof INSIL - ---Tr 00 t1 � 3rd FLOORI - -- - ---• r _ _ / ✓ -��^✓� ,_----- .0 - 1 � _ 2 � 00 roe. '��' iti n FLOOR] 111 TY P. 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ROOM AT 1'x"1 FLOOR ONLY a - --- ■ - -- __J - - __ —__. - ---�.- - - _ _====---=��== A501 STAIRWAY PLANS � Ln a • FIRE SPRINKLER ___ t 602.1 . F.F. UNIT TYPE lI ErUT41T TYPE RISERS 4- M Cc r I �i -HC CABLE TV D5 C-HC Q \ GROSS FLOOR AREA 1,034 ST. ,I GROSS FLOOR AREA 740 S.F TELEPHONE -� � DS � � __— _-_ �� --- --- 0- ST - -- 1 c+1I STORAGE 34 S.F. „ STORAGE 34 S.F. — '� DECK 80 S F C)I:CK 80 S.F. 4 ENTRY D 1 2 PA.TY Y L UNIT' TYPE ,i F.F UNI f TYPE ;� Paul Franks Architecture 3805 108th Avenue NE ti -k A70 .1 A60 5 PARTY WALL P A602.5 Q 1 -f'�C �, E8Z" �_HL j M Sults 222 --„' �� Balie'vue Washington 84004-7913 - n GROSS FLOOR AREA 740 S. ,I GROSS FLOOR AREA 1,168 SY i M 1 (: STORAGE 34 S.F, „ STORAGE 34 S.F. ^ Telephone 425 803 0792 O 1 Fax 425.803 0934 ST AY N A501 r DECK 80 S.F. DECK $0 S.F. . ._ N -•.Y,, ' � � - _ u ......... •ate r-� � f , A \ -• r - e A703.1�ENTRY DOnf�rTYP A602.5 tiY VvAI- rYF' L-- - b�12.1 -.. Lj .. _ • . ♦ - R Q '' ___w�L._. TYP FKT. WALL ---- F.F. UNIT TYPE I F.F. UNIT TYPE i� ST r? AY Pl. .__ � i !I A1 -I"' C *N A5G1 l J, LLE UE, e Iv it , C-HC I t ;i� L...__ WASHINGTON � � �fir, � � � W S GROSS FLOOR AREA 1,034 S.F. I GROSS FLOOR AREA 740 S.F. • STORAGE 34 S.F. II STORAGE 34 S.F. 2266 i DECK 80 S.F. DECK 80 S.F. �� 4602.. ..�.. i i '___' -__....... - - 7 5 5 UNIT TYPE �� F.F. UNIT TYPE �, F.F• s DS 1.HR 1-HR / ` �S A 1 N C I I D-H C _,... .,..__ 0° Y DECK Q �, GROSS FLOOR AREA 740 S. I I GROSS FLOOR AREA 1,168 S.F ±' DECK � J t STORAGE 34 S.F, II STORAGE 34 S.F, M DECK 80 S.F. DECK 80 S.F. � i 9 42" HIGH GUARDRA`LING (SPECIAL CONDITION) 2 - I -- - - _ ._� _ --- r^ 5 `J r V 1-HR _ F.F. -- -- DS _ d: J E Mint DECK -E N C - - --- -N - a BUILDING E- 1 ST FLOOR PLAN , --- ---- - _--- � V 1 4'2" HIGH GUARDRA ING {�*� ca SCALE: 1/$" . 1 -0" (SPECIAL CONDITIO ) i CL ALL GROUND FLOOR DWELLING LINTS ARE HANDICAP ADAPTABLE [��1 ' ` WITH HANDICAP ACCESS TO ALL GROUND FLOOR ENTRY DOORS. ` r�' r~� GRAPHIC LEG'�ND REAR TO A261 1-1 FLOOR ASSEN',BLIES REFER TO A203 � o a STRUCTURAL REQUIREMENTS REFER TO STRUCTURAL � � � 6 � I DRAWINGS _ ELECTRICAL: REFER TO UNIT ELECTRICAL PLANS, SITE _ y�Qe� t�ENI aN g�tg �. ELECTRICAL AND BUILDING ELEVATIONS FOR OTHER OCC FAN Y -1 AFAF<1 M .NTc REQUIREMENTS. UNIT ADDRESSES Q�N T �..___- — - hPILL&..JAIt:,2.__:____ BUILDING E UNIT PLANS; REFER TO A300 UNIT PLANS. � 3rd FLOOR 330 332 334 336 A T MATI ' FIRE �PRINI(LFR� R R I ' "IR A MAIT MATiG & MAN, Al {/ 2nd FLOOR 230 232 234 236 EXT R WAL;. 1- iQ�IRE RATED 1st FLOOR 130 132 134 1.36 INTERI R OVAL � -HQ R Fff RATES _ SOUND RATED MA,�IES �0 Fj,QQR /�EIUN ASSFM5 IFS 3rd FLOOR 329 331 333 335 I' - — " WALJ. 2nd FLOOR 229 2 31 233 2 3 5 PARTY WALL ASSEMBLY 1-H�a FIRS RATED1.SQ�N�"IED BUILDING E �-- ALL 1ST FLOOR, nk,'04 SLABS U.N.O. 3 1st FLOOR 129 131 133 135 A�E,�IBL� ROUTE ., stst FL R t 1-HR ALL '2ND s 3RD FLOORS U.N.O. HC ADAPTABL DWELLING QNITa 1 t L R r 1-HR ALL EXTERIOR WALLS U.N,O. - FLOOR PLAN INS .- �_ ,.._� !NS 1 ALL 1ST FLOOR STAIRWAY SLABS U.N.O„ REVISED 1 r I ARE �`�/ y � BUILDING STAIRWAY TOTAL r 4 Al L INTERIOR WALLS. U.N.O. 4 AI_I. 2NI)& 3RD FLOORS BUILDING E 1st FLOOR - 8,325 sf 1,052 sf 9,377 sf 1-HR ALL 1ST FLOOR PATIO SLABS U.N.O. 1-HR UNDER BATHTUBS U.N.O. 2 4 UNITS 2nd FLOOR 8,299 sf 666 J 8,965 of I / INS p�T 1 , 3rd FLOOR 8 299 sf 299 sf 8 '° sf 1-Hlt ALL P.•,RTI WALLS U.N.O. r^'1. �--:-A - TAIRINAYS . _ TOTAL BIwDG. 24 924 :f 2 O1 sf 26,941 sf p INS A, REFER TO A201 FOR ALL NOTES Bl I: UNIT S _ ./' Date 11/11/04 9:33 AM 5 ALL 2ND& 3RD FLOOR DECKS U.N.O. —" '„� Q� H _„�,AD PT�I� iN�,�lIT Revisions q T R A A l HC A l _ AT IRWAY -H 1 PLAN CHECK 1 1.2.04 5A A801 REFER TO A801 AND A802 1 ALL 2ND a 3RD FLOOR STAIRWAY IA902 FOR IN(ERIOR ELEVATIONS � _ u« LAfJ)WS U.N.O. C ST '�1LI AI �►1 ST•AIRWA`i r_ ,c.Ti"Ro. 2350 -, JELQQR PLANS _ S; --1/ S: 1 Drawn B Franks REFER TO IJNR FLOOR PLANS A301 A305 F _ AI 1 A A �- - Phase N FORMATION. ALL UNIT PLA MV _..— Computer File — .T �--/ `� _ 2350_405 Bldg E-Plan REV � "-��'�-•�,��_. 11/11/04 9:33 AM Sheet (, p A405m2 O Capyr*4t 2004 { Paul Funks Architecture M tIl r I Ili I I i I I I Ali illi Ifilllll III !H IHI) ill IIIuII IIIIIIIII Ilii+III INIIIIIIIIIillllll !I- r m I ! I . ' ill ttlli;ll 1 HII I it it 11411;11 ► ! I 1 ! _I II III`I II i i I III 9 l.�f lEY s�'1lN� I d l ! lilt 19 iI4 Ila ' 1�7 I I P 9I0 !"I P2 23 •'t 4 26 218 27 2�8 29 30 14m+nwi cm r „ , b" �l 1 �I I i y ,,9 , .. __.......w.._ .. -.y,..,.. ._,.,........ _,,. ..,-. _...s...,._...... ..,,-. _`_-_..._...- •...__.,.....u.wa - .w_.v.oru-. -,..u._ Jw....,..._..e._ ._-...Wr.wus..r..._...,.,_.._. _....,..-.,_ - .«.__...r,-..._,.... _ _ .. ...,._.y,.-.-r..,r _ ._.-_.._a- _ _ —_.r-_,._ .. ,:_ ._::.a. .:Awl -.:.....: ....,:....v.,...... ...:>. Aw.. .:....r..,-.._....,... ,.,..._.:.r._......_.-...-....w,,.-a.._.. w,...-'..,:.: '.Lxl._. - .. .-..:.. - .,.-. l L • i!•1; 'd 4 9 c�, rx77 i f +•� s1 t '1 f tll�j fits. 'T.�r-. ,, r .4..;.G.. . ',.a"i., .�., !;wl•:A+-ua�dd' _ _ . h i 169'-5 112" I J\\ f A • � f -�1� 1 �. .,r: 8, 4.. 44'-0" 8'41 31'-6 3/4 ..._ ., . _�._ __.___ _ .___ ___-.___--- -..-.__ 31 -6 3r4" __._-_____----- -- --.--.- -_ _-.�._.�..� ._ _ W 5 Cr 1-H 1YP i -� Ile __._. _ - - 1 W 9 Ds 00 \\ ITT U TYPE ,� �, N a. DS Al -HC 1 - \ C / / 4 \ ;� GROSS FLOOR AREA t, 4 S.F. �`�%GROSS FLOOR AREA 740 S.F. '0 SDS ni STORAGE 34 S.F. Jp / STORAGE 34 S.F. DECK 80 S.F. `�. DECK 80 S.F. I• \ / RAISED TRU':S HEEL IAF It oil I \\ // ` Paul Franks ArchltWure 1-H-HR-INS UNIT TY �� / NIT TYPE } 'NFt \ 3005 108th Avenue NE A 1 -HC D-HC Suite 222 IYP \ �.__ :r �' Believua Wesh nglon ,. 04.7613 RIDGE Q GROSS FLOOR AREA !461 F, GROSS FLOOR AREA 1,,68 S.F. ''' Tialephoms 425 803.0792 }} '� STORAGE 34 S.F. `� STURAGC 34 S.F. 4 DECK 80 S.F. '�` DECK 80 S.F. n Fax 425 003 0934 N 1 RIDGE — \�_._. . 1 -HR-INS -- '8 (.Cl Ilk I'ilPA �T / N , UNIT TYPE ��`/� �F�- UNIT TYPE -RIDGE N C-HC / A l -HC y �_ ' • ELLE 9 WASHINGTON A ' GROSS FLOOR AR 1,034 S.F. \ GR FLOO'A AREA 740 S.F. `� 1 1 PIPE FLASHING IY P 1 I i- IR-INS 1-H -N A701.2 2266 STORAGE. 34 S. . � �� STO 34 S.F. f DECK 80 S.F DECK 80 F. � OF pY UNIT TYPE- UNIT TYPE Vj I -HC DS 5 = AlA 1 -HC / GROSS FLOOR ARE 740 S.F. / ROSS FLOOR AREA 1,168 S.F. \ `\\ STORAGE 34 SY ; \ DECK 80 SY/ / \' DEC RA 0 S.F.S.F. --w g TMP RAISEU TRUSS HLLL HLIUI i 5 TY P i•• �, M O CL 19 E G i 1'-4" P. E- ROOF PLAN BUILDING E N 5 otf ' 1 SCALE: 1/8" - 1 '-0" -H TYP 6- 5 SO 1' TYr' 4.5 ROOF PITCH TYPICAL U.N.O. > +� 61 12 CL ATM VENT AREA REQUIRED ? Building Total Required Sioprng Roof Vents ` Total Proposed Vented Vent Ratio Number Ni . vent Vsr? Vent Arez, Vent 1 Attic 1 s.f, vent / of vents .Area i Area � Exceeds Cod C1 r Area 300 s.f. roe osed 1 sq. in. Proposed n i E Part 1 1 148 s.f. 551 sq. in. 10 610 sq. in. 610 sq. in. TFtjE Part 2 i 1148 s.f. 551 sq. in. 10 610 sq. in. 610 sq. in. TRUE Cz Part 3 1116 s.f. 536 sq in. 9 549 sq. in. 549 sq. in. TRUE Part 4 1116 s.f. 536 sq. in. 9 549 sq. in. 549 sq. in. TRUE Part 5 853 s.f. 409 sq. in. 7 427 sq. in. 427 sq. In. TRUE 0 Part 6 853 s.f. 409 sq. in. 7 427 sq. In. 427 sq. in. TRUE Part 7 1457 s.f. 699 sq. in. 12 732 sq. in. 732 sq. in. TRUE Zia a BUILDING E ROOF PLAN e !fir`' ,}g�.'y'��"�fFS�`.*'•4',4r'•�°Jt 6,, , � ' dt—tl� r y �re i -,e}F � � .��,b het4 9/22/04 9:44 AM r Revlaluna ��,r � YOtn.. '�L{�d 6!!.. A Job No. so iia T 51;9" Y—_�rinlct--f Phase ---_._.__--_ Computer FNs 2350_405 Bldg E-flan i, 9/22/04 9:44 AM Sheet +,fit r A405m3 ar? A Copyright 2004 f'7 * ��{�'^ .'rR°�V' Poul Franks Architectur4 IN r i r iia �I I�tlil 11 Illlu III t I til itl !i t I ( I I I in III I t t t r f t t r f t) n 1111i11t� flu�l�il Ilnilln I� Il; . I,,I�� I I i III III II�n��I I �I I % 10 I I 1.2 13 Id 16 I'7 18 Ifs 20 2I 2�2 23 24 'r!!S 2�) 27 28 29 'JO 4. Pr a � �i I y �i F Ar e C ( 9 J IA 1ION DH.A loll.ING NOTES �_:/TYN. 0 DECK FIFIERGLASS ROOFING`,;HINGII A 701 1 14 e7 � 13 TYP SIDING DWool)FASCIA K SHEE i ML i At GUTTER--PAIN iED FINISH A7i)5.:' --••,, 4705 2 �� uJ 4 C) FIhf R-t EMt NT I.AI' SIC:ING-PAINTED FINISH 1 ri A-101.1 iYN. EAVE 1 -- 1 S I-YP. I 1whii. WfNDOVv'S W/ WOOD THM-PAINTED FINISH ^+� �4. , �_ I -� ��--'- r'1 iYP. 4 j l 12 / 2. 1 Y' 0 Wi a70(-C)t(NEF: I RIM-PAINTEC EC FINISH -- AVERAGE HEIGHT OF PITCHED R(X,. / 1.5 ?1 1'YP ) � _ (� WOOD TRIM-P•+IN1EU I INISN r.J W(X)D iRELU.rPAINTI D FINISH Uj ' -- w F SCW PAINTED FINISH ,., ....... .... .. --- � r � ,f n i _ O WOOD A I � / ............... _ •' CL A/0S.7_ IYP. Og WOOD POST-PAINTED FINISH 1 3 : I I T.O. HTG• 1 U STEEL G�JARDRAILING--PAINTED FINISH (� t1 C��1 (7 n _.__ _� 3rd it(>OR r ;n I r 1 [ ;K 00 zr _ _ CI l) PA r O i •� " ' ?3 iYF f (� � I r I I TLOL.Ef ( ( 13 OFLN Ln - _ U T '04.1 IXF'.J61: W. �'nvI Ft 4 0p E3 n T , _' 0 R C3 n a '� t— —:_� . w D �✓ �� D c)Q R ;' ) I,ioo moRI REFER 10 WWI DIN(. r LECTRIC,AL PL��NS ® m 'I _l r (I S l �r At -T �(.14! P(IFF M UNii PLAN'... 3'-0" 'AIN. TO Paul Frank* Architecture S I AIRWAY _ I STAIRWAY ' -� I brrwtx-IV C D'.)OR OPi NTNG. i'AIN'TFD I INISH IYP 5 I - 805 i 081H A vonue r+E I - Sint® '122 � I ' 1�i.i ':,I I(IC' `,IETi RS, TEL C PH�)NI CAML.I E3Auevue Vae�;rlr�)tor B�i)a 761 d lei FLc�N d IIRE ;PRINKI-ER CONIRO: ROOM Tele h 425 9(;3 0792 --fir-- - pan• • """' ___� ,__. ..- Fax 425 HO`i 093 1 i ._._.. ...1. 13 <i 7, DOWN rF�t)IJT. ,I9E1 T ME.`TAI. 2 ' X :'." NOMINAL PAINfEl1 Ernst l I�aulf CR.in egruonlinH ronr 1 • '� 431 IYP 19 TY I. 4 TY P �. 10 ;r P I N FINISH�,WADf-REFI R TO Ci 'IL GRADING UkAWINGS ( 19 �1' \ 1 I; SPECIAL CONOfi ION �. clg l YP. -<1 SPECIAL_ CONDITION \j pSPECIAL CONDITION1C1 SPECIAL CONDITION � �.� _ 74 T. !9 FO+;NLA I ION-101 R T(► 51 RI a TUk.AI DRAWINGS � [��TIT 11�,SPECIAL CONDITION (� . r fi' Cto SPECIAL CONDITION C i r� �� r -�.' SPECIAL CONDITION ._. . � ".( � 4('�l)RE 55 SIGN � Pyc!»�,F. FF�1 / �1 BUILDING E-EAST ELEVATION 5 �'� RCIt)H MINIS NOT SH'�WN REiLR f0 kC►UF PL•1N �f•�' ' 71 R F)Ll.l^L�C'UE, 1 T)1 "Nli'JVv (;� VwASHINGTON SCALE: 1/8" • 1'-�" A% .1 `.(_1 CtU.>R•r'AINTE! IINisH ► 2266 ri 3 t 4 4705,2 TYP. SIDING 1 1 '3 S1 -DINf;GLASSS DOOR-TEMPERFD GLASS t)F• OW 4705.2 4105.2 1 - q iYP. EAVE '4 DOOR W/TEMPLRED GLASS LITE i iYP. @ DECK Al01 i 12 2 TYP. AVERAGE HEIGHT OF PITCHEL) 8001' 4 ,�t� \� >VERAGE Hf IGHT OF PITCHED ROOF T)t' L__2 1 5 TYh I 12 � l ROOF LINE + I eo T.O,SHTG. E G d ! 60 C\i cv r` I I708.2 i S.W. UIrRHAM ROAD '� I I &i oo E' co EXISFING `__ 0 OO ; r r L ;URI o" `. ., .� L7 SIDEWALK U t O _ ❑ __ —__- -- = - �1 Q ®I i ! ® I ESI \.J hI 1 .1 '-' EXISTING AND FINISH �� I (`t � - 1 3 i > GRADES „� ` �. --4► ( 1 -► ' - Q �I i � I ITAIRW Y �' t PUBLIC STREi R.U.W. - _ .., I. 1..3 1l 16 �/ ' g - 10TYP iti `�4, 1YP. + > PROPERTY LINE ,i k-0 rYP. Q IIT 1 ' ROOM TY 11. i INISN FLOOR \ 7 TYP. 1 10 /fJFdr 1Yi � .�.�..'� 12 TYP. J. "n + SEE SLAB PIAN _7 y v; 0 (facingparking log VD BUILDING E 1NEST ELEVATION p � ) i 3 T)'P. SIDING 4705.2 SCALE: 1/8" . 1 '-0" r_")iTYP. WINDOW 0 / •_ I TYr. N DECK - / =� I Y I' I 0 alnl l� 4lfl 1 s1q.� / l.�4 5 , r 4701.1 FYP. 0 DECK 12 J '` 1 BUILDING E 1 l �I IYP \� L`_ 4.5p rYP. ELEVATIONS AVERAGE HEIGHT,OF PITCHED ROOF `� BEYOND I � t ,i' AVERAGE HEIGHT OF PITCHED ROO � �_, 12 � 0 i YP. / TJILATE T.PLATE r 9.0 sc co P' A 705 �. 1 t) r,��1v. 10 rrN N Typ. 1 .{ ._._. - I --e'i� (P. ' i I F! i,t" _Date 9/22/04 9:48 AM a •�- i Revisions - i 1 1 1 YP. th _ .-. �.ShI G. C SrtCi. I 1� \ l� `2nd 110()RI I„_.. t�1 _._. _ r a �� U Z No. 2390 LN TV . ` nrl FL 00k A602.1 mer i , Franks i (DRIVEWAY (ml\ FW'�r _ -- - ---- -_ T.U.C, (�, i�,. r, o., (?, 0. 6: 0., _ ---- - list Fh.obol amu L. ( ter File Ts LO _ .._ . - __.__._._. _ ...._.. "-�` - 2350_405.4-ENdgE_Elevation T i I _ . . �••...• �_;�) � ' ,'2 TY '. 9/22!04 9:48 AM - BEYOND Sheet n (. ryp �I -"" I T A405A E _�.,� rYr, BUILDING E NO TI ELEVATION BUILDING E-SOUTH ELEVATION �Canksight2004 Paul Funks Aichltecturr. 3 SCALE: 1/8" 1 '-0" )SCALE: 1/8" 1 '-0" .., ,.._.., ..,,.,,,,•.-......_.... ..:..._.,.a..n.. __...__.......-...-... ..,.__....__ _.T _..._ ._--- ._ _ _ _. - :.,.. ' r.,+r+ R.- .. __.._...._._—.._.... ....,.. .... .�,�.� �1 ' '1_ y�yy,•4.ri+a - -,r �. i T•a•+:.,t .ar••. 7 _ ',y.. et i `-•.i a 'n 'aia`F ke ,.o.,,...p..,a..,.,.',+'hN'f'1"Y SU.x,' r';'�:�1, ,�w,„Rit< - .. •,*. �"�d+1 M,.��1'trfr Ar.Pt aP. Ma N'?'MWOi.nIN' ta,A4 'MM �s1 , -'`'a OWN! A 8TH Cm�' ' II (I ;1111 11(III il!rl�lll li I( irll i,t II TIO II IiI tib I ilt� I4 N 9`h+I'�tl �I I I ! I I� III` I IIIIIIi(11 �1�111(Ilil�yl�lli(il!�l`�I�IIi(III�III�III( I�IIf�II I �I7 ( 12I� !��I(I10�o O _ i t s , ,x m • 1 d 'i , AlmI p 'i•. ,: .ry.- i r.:: .,,.. ?: '. 4d r^':it }. ✓;;tit 7'',Pt�+�.:.f t�^ :t .. -"... ._�.. ,..I.,..---�w.' wtivswc:Yutl�'s::"' 4 :.:S..fl......_...,:...'.1 ....,,.... av ... xd...:No.'.e. i.. c. 4_,..v.. .a._...v .. , __ ._.., .v ...._.... ... .._. ..... ..., ... ..... _....__ ..... ._.:, _ ... -__.. -....._. __ ,. .. _ — -,... _._,_._._ ._ _.._' __.._._., ___...._... _,__......:..._..•,.:......_ ....—....«.a.._..:..a..., _,.,..:. —_ _ _ — _ .u.ra.a_ .. _._ _ _ r, I 19'-11 3/4" 9'-2" 19'-"L 1/i' 10-11" 8'-0" M � I •. T TYP. A718. 1r __L_ ! ..r 10 SPA POOL r �` 0 .10 — --- 10 1 10 j 1 STAIRS 5. _ ,_._. �._ _ —.. _ _._ _ _ — -• 11" TREADS 11 � CONCRETE `--- t I 1 < SCORE JOINTS TYP I q 10 F.D. I I A703.1 ED t ' Paul Franke Architecture I 3805 1081h Avenue NE Suite 222 ---------__._-- _ —____ --- ---- --._______ ---------------- — --- 6 -- —I— Bellevue, Washington 0004-7813 77 EYP. x r"�c;.,. Telophone 425.603.0792 ! t I Fax 425.803.0934 Email paulf@irtegraonline.corn N I t p FPA 2 W/ V OR BA FR { 4 j LLE UE, a ,NASHINGTON 2266 _ OF .40 `A703.1 SLOPE SL aB 103 I 1003 1/4" / FT �- _J SLOPE SLA U TO FLOOR DRAIN TO FLOOR , C=;p j5,000,, CZqILEI C A703.1 d (M 1".+ r < co 6. HVAC CONDENSERS t PROVIDE 4"CONC, S.O.G \ ' = so SIZE AND LOCATION A56. '"� � a- g REQUIRED 1 1 . SLAB PERIM R INSULATION ' 101 r•' PER THERMAL SULA•11ON SCHEDULE DRA ING A201 t k , � -•� BUILDING F BUILDING 1 - SLAB PLAN N v- O f\ i ;�X;} ,.�. h,.;;4 :•,c. • .F:.•. x. :�r, Date 11/7/04 2:10 PM-- RmAsione rr \\ Li\PLAN CHECK 11.2..04 op 1 \ N x r N.-", 4 \ A703,.i V / _BUILDING F SLAB PLAN r _ _. Drawn i �QSLAB 3/4" BELOW FINI I— SCALE: 1:14" - 1'-0" -- a'e — — vl Computer Fl:e •, / FLOOR ELEV. FOR SLATE •., -n,` 0, TILS INSTALLATION ,• 2350.406 Bldg F Plans REV /1\ GRAPHIC LEGEND REFER TO A201 11/7/04 2:10 PM FLOOR ASSEMBLIES REFER TO A203 �� --- - STRUCTURAL REQUIREMENTS REFER TO STRUCTURAL. DRAWINGS S «t G'�1 o - •• ,..••' ••.... A40601 31-01 REFEREti�E FINISH FLOOR ELEwA1��7N _ 28'-0" _ ' +'-5" - _ '-23'_1 3/4"- REFER TO CIVIL ENGINEERING DRAWINGS FOR TRUE ELEVATIONSX o Copyright 2004 - Paul Franks Architecture •s.. �':. ,....w,...nm..., ,.,e- -•w.»u. - r,r - .. ._..—. ...."'••. .. + �A•riSeMA�M�� ....m. w,S=*...xG.ark1 .M09 LEGOMM STRIP Crl1 11 II I1 I t Ij 1 11 I I� t I I I } II II �L I I t �. I I I I I t I III I I III I �11 II1111�IIIIIIIIIIIIIII1111�1111 IIID lill!I IIII li �!II I I I I��IIiII U l x •, 6 I "5 a IO I I 12 13 14 I IE 1.7 IES 19 20 21 212 a^3 24 26 2e 27 28 29 30 y� lOmm.l cm k ,r E • F ra. d .. .irir.r.isa.....,,.. _-__• -.•- --iS.aiw.r_u .W ...._ _.. -u •_,.......-,._.._.a...a..•.ru.. ._._.._.-__,_ ___ ___._ _. _._ _. _. _ - _ µNF ti .., n.l ., T, 7'Ys �S..I fr•, n„w n 67'-3" BUILDING F CLUBHOUSE I W-2 1/4 10-11" W-0" DP.OP-IN BBQ 1,rRo(xn Occ. ,ed Occupant BY OWNER (N.LC.) No, Room Name Floor Area Use factor road 2 exits Exits 1 BUILDING CODE REQUIREMENTS BUILD114C F 7'-q 5/8" COORDINATE Table 10- RbqkAred 1 .___.-__..- 1 4'0" HIGH FENCE 1 - . 1!2" GAS W/ W/ OWNER s.f, / occ. tllldi_y Coda 19.9.7 UBC anu Oreton Structuial Specialty Code 1998 i 0406.9 SIM 3 b' MGH GUARDRAIL OcCUpancy Group _-_ A 3 _ Aesembiy UE►C 303.1 _ A4C6.9 `GAS COCA _ �� 101 Office 125 sf Office 100 sf 1 3 occ >30 1 Construction Type _, ---, V-N UBC fable 5-A /� Y� �� j �f'�� \ --./� 102 Office 115 sf Office 100 sf 1.2 occ >30 1 Building Area Allowable Floor Area 6000 s,f, U8C Table 5 B _ _ - � t .1 Storage 70 sf Storage 3U(i �c .3 act >304 1 Proposed Floor Arca 2545 0. I 104 Leasing 0`fice 156 sf Office 100 sf 1.6 occ %30 C Building Height Allowable Height 40 ft. max, 1 story _ ' UBC Table 5-B I _B Proposed Height `10 R. 1, stuff � 145 Lobby 196 sf Entry 15 sf 13.1 occ >50 1 Structural frame Non-Fire Rated UBC Table 6-A � � - � \ ''06 Exercise 648 sf Exercise 50 sf 13,0 occ >50 1 � 107 Lunge 405 sf Lounge 15 sf 27.0 occ >50 1 s) Bearing Walls Erterlor 2•ha:ir Walls < 5' to property line UBC Table 5-A ,,, i �1 Exterior 1 `,our 'Walls � 10' to property line UB!' -fable 5•A !!! L; / `• _\ � - --- 108 Kitchen OS sf Kitchen lU0 sf .1 cx;c >50 1 Exterior Nons-Fire Rated Wails > 20' to property line i;3t'- Table 5-4 I 10 �r ` 115 Meeting ?16 sf Conference 15 sf 14.4 occ >50 1 -- -- SPA POOL "7 .10 - - Total Building Occupant Load Bearing ails Interior Non-Fire Rated _ _ !JfiC Tat,!e 6 A RAILING �, - g 72.0 occ Non-bearing^ Interior Non-Fire Rr',�eG _ _ _ UBC Table 6-A --- - - _ __ LLJ Floor C_onstructlon Non-Fire Rated UBC Table 6-A �� -z A406.9 4 0 H ENCE f V �` Roof Construction Non-Fire Rated UBC Table 6-A r -- SPA POOL EQUIP. SHOWN Rooflrig . - Class min. _. UHC Table 15-A 1 105" SCHEMATICALLY, CONTRACTOR Area Separation Walls none Allowable area > ro oted area UBC Table 6-A 4'0" HIGH 'iFNCE ,�•,, p - - 0406.9 �---•-+-�\ � TO VERIFY EXACT LAYOUT Openings (doors & windows) for A-3 not permitted < S' tc property UBC Table 5 A f ->,NJ STAIRS Occup4r•cy, V-N construction line, protected (3/4 hour) < 10' to I (2) 18" X 24 -` UP 1 :" TREADS U [--I I LOUVERED HIGH & OW \ I property line `,, : � I AIR VENTS HIGH& LOW \ Openings (doors & windows) for R-1 not permitted < S' to property UB(� Table 5-A ® \ PROVIDE ADDITIONAL IF B / 5 ('L Occupancy, V-i hour construction line, protected (3/4 hour) < 10' to i SPA POOL PLAN REQ'D, BY EQUIPMENT NR 'Pump, property line 0406.9 15'-0" -- POOL EQ. Q -T- " 1 17VA Parapets Required on all eAterlor vialls except where the following uBC 709.4.1 "Ptd condition exlaets: _ ✓^ 1`` =�� \ 10 F.D. CJ I 1 On-hour fire resistive ext. walls may terminate at the UBC 709.4.1. /� A7U3.1 3 408. underside of the root sheathing, deck or slab, provided: Exception 5 (Exception 5) (5.2) Where root -celiing framing elements 1 'HR INS are not parallel to the wall, the entire space of such J ! 14 1'-6--"II -- J ^ - PA AN ~„ 3 -- p } 1 / �1 W 4 1••HR INS i Paul Franks Architecture framing elements supporting such framing shall be of not f Z / A40fi.9 J`1 0" HIGH FENCE �\NR i " I 3805 109th Avenue NE less than !-hour F.R. construction. / I -_- l Suite 222 _-� _ Bellevue Waeh ngior,98004-'7813 Where roof -telling framing elements are not parallel to UBC 709.4.1, �� the wall, the entire space of such framing eiements Exception 5,2 1 GAS - Telephone ,0934 3 0792 - r r. �; • VERIFY SIZE Fax 325 803.0934 supporting such framing shall be of not less than 1-hour �4 SIM 3 6 HIGH G9JARDI , _ = z LT.G 5 Email aulfQmle raonline corn pp 9 fl 1 A 05.9 P 9 F.R. construction. �` / v a REQ'D FOR 1.-HR-INS 1 ' / SPA EQUIP, I I Oprnings In the roof shall not be located within 10' of the UBC 709.4.1, J 1-hour F.R. ext, wall Exception 5.3 DECK The entire building shall be provided with not less than a UBC 709:4.1, I N 116,.. -- 406.5 Class B roofing Assembly. _ Exception 5,4 M _ Attic Draft Stops Attic space shall be subdivided by draft stops into �� 2 W/ VAPOR BARRIER i.7.t; E. FRANKS areas not exceeding 3,000 s.f. or 60 feet UBC 708.3,1.2,2 '' 15 OCCUPANTS I I / Automatic Fire Sprinklers _ Not required UFC 1003.2,3 Portable Fire Extinguishers Required 75' max, travel distance Light hazard NEPA Std. 10 9'-2" 4'-0 3:'4" I 3'-9 3/4" MEETING \ f BELLEVUE, e 1 1 S ) - 0 ENING PROTECTiON REQUIRED WASHINGTON Manual Fire Alarm _ Not required UFC 1007.2.2 < 0' TO PROPERTY LINE 1 -q� 2266 Not required UFC 1007.2.4.2 4 ` ( C TABLE 5-A 1 v Smoke Detection NR c D NR 71 7 C� 1-HR INS I f OF VERIFY SIZE -� -- - B r / F.P. MFG. 1 LG = LT.G HALL 10 10 _ 109 _1 r 4 OCCUPANTS S � ..,.� �- I -, 1 \ -•� (A.77 4 STAINED `° I �, DI -CT VENT r. M/ 13 03.1 103 �1°� MEN 1 3/8 S-0 = WOOD M NTEL �� FIREPLACE in - CONCRETE J „ , PER INT. LEVATIONS (REAR VENT TO R \'� FINISH FLOOR 1 10 (� { 111 _ l J °1 I XTERIUR VENT -- _ _ _-_.__ SEMI-RECESSED - �1 .I (D WAIL T 48" I , , - FIRE EXT. CAB 4° A.F.F. ----_._ �� / (TERMINATION CAP c = - - - - 7�) �' ' ' � Il 8 fig '. '� •'- � � BUILDING A I '� 19'-11 3/4" ' ° 0 R-1 OCCUPANCY t0 -- l h!/ 1 ;A __ _1 a EXTERIOR 4VALL FOR TY 1-HOUR -- -----_-- - _ r fi7 - 4 _.�_i N / 1 S _ --N - _ W I.-HOUR 'LC'3 109 - 1.HR -NR 1 3 -3 1!�" / B x_14 4 6. Er'Jcd - � t7 45 I OPENINGS NOT PERMITT 5' 1= N 1 OCC�IPANT� r HALL 8 OCCUPANTS 4 0•j �6; 6 112MC�7) .D Q LOUNGE " X 6' COUNTER TOP-t---- - -- (A703.1/ 107 4 '" HT C CL STAINED CONCRETE __ / I -'`� ~ `•� � - 27 OCCUPANTS B ( '-5 /2'' c I FINISH FLOOR I -� �v ` � C `0 I LG. v = // as �s� - U) ate r W LL BELOW _ 2 HVAC COND.NSERS r N / 16 I L -__--___ _...-__-- j ❑ �{ C NTERTOP I 3 - 7,8 91 `J 406. PROVIDE 4" CONC. S.O.G M , -- M /_13 �JANTF R '"', NR �QQ SIZE AND LOCATION AS ;D '. l NR 1 1 1�° 101 43 ►- `.f' REQUIRED ;n I ca 3 \__.� .y <, Q �_�� SEMI-RECESSED 1 f FIRE EXT. CAB i �' 30"WIDE X 27" HIGH I ` ALL DOORS 3/0 X 6/8 U.N.O. 'I y i- '' ALL HANDICAP ACCESSIBLE H.C. ACCESSIBLE KN 'E TELEPHONE! 13'-4 3/4" B i SPACE AT SINK PI:R 114 5 ' �" - ____--.-- -M -- I.G. I I INTERIOR ELEVAT10 `�/ CC --1 1-HR-INS WALL 8�SEMBLIES J 3 --� - _ 24" BASE CABINET I -- - - B 5,\ I �- 3'-3 112' L� 1 HR COUNTERTOP 34" HT. 3 4 1 HR ALL EXTERIOR WALLS U.N.O. / C� -� L D•S, --mss --- °�° l lNs . I Q ALL INTERIOR WALLS. U.N.O. CIO _ BASE CABINET/UPPER WALL CABIN ' I.G. _ - - �ir�A7fc;lTFMA€CEVAt� M - - - - - - - --�� _'. .. - - - - . . .. - - - - - \�TYP _ 5'•31/2" -� ff, 5 STORAGE 1406.8 �_� _ -___.-- z 2�5US i FIG �N / \ 103 - J I,' ti \ 1 ALL 1 ST FLOOR INTERIOR .SLABS U.N.O. BUILDING NR 1 OCCUPANT F --_..--__ _ - -- _ 6 r O Q L)I L D I N G F Uj l - --- - - - EX Raw V1. 406.5 o OFFICE A I 106 1 I a� ALL 1ST FLOOR PATIO SLABS U.N.O. BUILDING -- - - EN-f RY �/ 101 3/0 8!0 105 \_.�"' i M/ 13 A-3 OCCUPANCY ----- --- --� 2 OCCUPANTS N / 13 p / 19 14 OCCUP!,AWS NR 13 OCCUPANTS EXTERIOR WALL FOR TYPE `_�_ ''1 -0_ a 10'-10 7/8" - FLOOR PLAN NR - - STAINED CONCRETE - "- r- NR ✓ �- V-N 1-HOUR < 20', 2 HOUR < N A-PROT CTED OPENINGS 7 OC CU S �� 1_' IL _ FINISH FLOOR - -� I 5 NOTES - _- -- -� 6 OCC PANTS OPENINGS NOT PEk�BITTED < 406. A • 1 REFER TO 0201 FOR ALL NOTES ^' `` 5', PROTECTED < 10' a KEY CABINET /� E I. jF+60" A,F.F. TO 3/0 � L�\ I.G. VE j TOP OF CAB. N / 13 r A801 REFER TO A601 AND A802 ^� LEASING OFFICE - _ Date _1.1/11/04 8:41 AM - - � - �hBOvf_ - - -� '�-�- - 81�b't • - • - � '* I 080? FOR INTERIOR ELEVATIONS 104 I B -� OCC'UPAN-'S - I,G, - Revisions F10E �\ 1 PIAN CHECK 11.2.04 02 8 C L� 2 OCCUPANTS F], r J ! 14 I.T.G 84 REQUIRED AT ALL DOOR THRESHOLDS 7r I.G. �__ en '� '� /� .- � ,�'`-f N l A. B B ��• 4 `^ An B 8_ zn 03.1 I.G. I.G. D.S. Lt;. I.G. LG. 4r � 4'-9 o, �- _ - BUILDING F FLOOR PLAN ---- /a . PANCY EY-r E R WALL FOR TYPE V-N I I iT I - - - - ---- 1 Drawn B rte-Franks __ „ ' SCALE: 1/4" 1'-0" Phase C-G---- 3 -3 1/2 ` r. r r. ',-� ", - uter Flle 1-HOt.iR < 20, 2 !•K)UR < 5 5-6 4-1 1/2 406, 6 8 1/2-- 5 •6' S-6 C°r`tp OPENINGS NOT PERMITTED _- - -��--- -' 1 \ 2350.406 Bldg v Plans REV < 5', PRO"•ECTED < 10' , BUILDING AREA 11!11/04 8:41 AM q _._..__ �__ - -- --- - Shoot I�• -a=��ra - 29545 S F �'� �' 0 r-0rr 3'-0° A406 ., 2 HDWR. GRP Copyright 2004 +` ff,,,,.... �+Fr�Q ��, a ,��++, •�..�,�(y >.j ; °Its a �Y � ,�' LOCK 60 Paul Franks Architecture ASSUMED PROP. LINE s- Pd M • 4 � •tf�'�'i� ,5, fw: �`�' ,„'-�'�F��Sf„��f ",� iri-ir'�i s-rrr�a-ss-s--= - xr-r-z-a-s-- - - - - - - - --' - - � - - :-===='z:-r-=�=........rc:-rr�-�.-�-s-e•rs--_ a:F- _ - __ - - ` - ' - - - - _ _ _ - .==-'-x'-- _ . '- _ - _ . .. _ _ ..=� •--. __-j �N� ` '•®+P"s n..�w�.�.�.�ww'RYni.+,ww.r..•.+,.n.rr.w -.+.w.w.w,ww -w,��q.�y� _ -. .._.,.__._.__--"'_-__. _ .__.,.--.._mow._..++_'_`_•_--_•- .w�---.-_ -�-.._ ...........,._._-_..._....-_._.-_...._._. _ -r- wwr..r ,.. - f'�'WYM� +M.>YAMa110.' 01 III I I II illi Ill Ili II i III Ill I 11 Ill I III II Illi IIII illllilll IIII 11 IIII I II IIII I II (Iii I IIII 11 I tilt Illi IIII III lul IIII IIII IIII Illi ilii Illi Il1,114 i IIII illi l Iii I illi Ilii I ! i Iii w . .. 1 I �EGIO rry STRV cm I I I I I I I I I I ( I I I I I I ! i I I I I I I 1t I f { I sb 0 IO I , Is2 I�1 1.1 II! l7 115 IrB ;�cr $I �3 2� 24 go 2Q 2"f 28 2l8 30 + , 10121 are , do , ti . MI I", .1 I ,�� W, n i H '4 i'� d•i 3 i. I I LJ ATTIC VENT AREA RE UIRED 11/5/04 5:4/ PM � SIM ' w Building Total Required ��ncj Roof`Dents T%.al Proposed �A701.1 Vented Vent Ratio Number Net vent '/ent Vent Area Attic 1 s f. vent / of vents Area Area Exceeds Code 5 I - t Area 30 s.f. d 61 s in. Pro std TRELLIS OVEf' SPA POOL 'A-406./G F part 1 2545 s,f. 1222 s In, 21 1281 in. 1281 sq. in. TRUE Cc i I d i Paul Franke Archltecture 3805 106th Avenue NE Susie 222 Bellevu9, Washington 98004-7613 Telophona425.803.0792 Fax 425 803.0934 IEmail pawlt@integraonline com I SIM D-01 3 - ( �-_--- 10'-0" RAWS I NO ROOF OPENINGS PERMITTED INCLUDING PLUMBING VENTS, e BELLEVUE, li 6 iA701.2 �Q LATTIC VENTS, ATTIC ACCESS E TC. (UBC 709.4.1 EXCEPTION 5.4) - cI WASHINGTON 2266 '6' OF p 21 ROOF VENTS 0 16 S.I._ 1222 SQ. IN. MIN. t y 5'-1 318" -_5 -U' - U 4 - _ _- - A7U1.2 0 SAVE V�iTS -' BUILDING A - r�•..1 j o I R-1 OCCUPANCY a 4 EXTERIOR WAL L FOR TY -1-HOUR r s 406. 1-HOUR E I OPENINGS NOI PERMITT < 5' N N 6-d v 5 Cn O 1-HR INS� � RIDGE l- 406. i CJ MIN. CLASS B FIBERGLASS ROOFING SHINGLES rrP. (URC 709.4.1 EXCEPTION 5.4) r- - - , 1 "4 Typ. r, OVER SHEATHING PER STRUCTURAL `��c�y I > I 1 CZ Uj _ 010 i a O --------- 1011' _-- -- ---- -.�., NO ROOF OPENINGS PETE �I - - 1 - --' 6 BUILDING F _ INCLUDING PLUMBING VENTS, 406. �- - -- ATTIC VENTS, ATTIC ACCESS ETC. I BUILDING (UBj,..jQ ,jk(j VTION 5.4) L) EXTERIOR WALL FOR TYPE _ _1U'"r- 10'-'10 7/8" ROOF PLAN V-N 1-HOUR < 2U', 2 HOUR < - NON 101-0 OPENINGS RIDGE - - ------ --. _. --� _- -PERMITTED OPENINGS NOT PERMITTED < 406. 5', PROTECTED 10' I I Date 11/7/04 2:09 PM ions Re gPLAN CHECK 11.2.04 4 NO EAVE VENTS � R � 0 � L t L—. � _..-.,_ A 701.2 �_\ ; 230 o. 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Su:te 222 A7 5. _.-�_ �_- _ •• � st Ql 16 �LfiRE SPRINKLER CONTROL ROOM � Bellevue, Washington 98004.7At3 Telephone 425.803 6792 DOWNSPOUT, SHEET METAL 2" X 3" NOMINAL-PAINTED Fax 425.803.0934 " 1 1 DIRECT VENT � .` , .� 1 FINISH GRADE ' FINISH. A406,9 GAS VENT WEST BUILDING ELEVATION O ` ,D A40S.9 SIM 3 6 HIGH GUARDRAIL REAR VENT' 1& FINISH GRADE-REFER T•0 CIV!L GRADING DRAW+N�s.: `✓ t,t� 1 --' 19 FOUNDATION-REFER TO STRUCT!'RAL DRAWINGS �� 7 ✓r-� SCALE: 1/4" • 1 -0 , �._ 2G ADDRESS SIGN ` A701 �� 21 ROOF VENTS NOT SHOW.�v. REFER TO ROOF PLAN BELLEVUE e 1 WASHINGTON lk DOOR-PAINTED FINISH 2266 SLIDING GLASS DOOR-TEMPERED GLASS 4'1 OF DOOR W/TEMPERED GLASS LITE -;-as --- 12 ��j . 6 1 _,;� "�"'�"� _- _ ------------ "-. i A701.L NO F�4!E VENTS A7b1..- NO EAVE VE SIM Al -. `� I 0 _ - � ( � 10 - - __ • _..._._.-.._.-_._ ._____ __.-_...__..._._ TTP. I 1 - - _ ___-- .-._..- . __..-.___.. _..__. _....___ _. _ . otS ... _ __�T.O.C. V _, -- -- - -- - --- DIRE F REPLCE sL � �t7 ...+ ..r.. , GAS ' 3 REAR VENT Q E • 1 1 tr. ' } O A40� ..� NORTH )BUILDING ELEVATION 3 3 > I r� C 1 t� 0 12 . 6 2 7 BUILDING F A701.2 AVE VENTS . � / ,' _- _ ELEVATIONS - � � Y EAVE VENTS -.- --- - _.j IT' 7-71 9F U-1 - -1 • Date 11/10/04 5:32 PM - ' .''I PLAN CH 11.2.04 TI j6b No. 2350 kale 1/4"EAST BUILDING ELEVATION —�B�_�"'�---- Computer F!la -^ SCALE: 1/4" � 1 -0 2350.406.7 Elevations REV 11/10.04 5:32 PM Sheet `l U 1" ��3 A40 . 7 - -- 0 Copyright 2004 Paul Franks Architecture -__---. -_._ .,_._.._._....., _--..... ... _-, •--•— '--. _- --_--_- ....__.__..__ .......__.:.._ a .... ,..., m...-,.,ra. ....---- ^—ter-.. ., A+�tPn 'r-'•' ' ' Wall 11 ., . ..:. ...._1 .. err u a 1M'+1 Il I 1{I N 1 II! 1 I ( I Il II { ' 1 l 1) 1 II (1111 IIII�IIII [1 11) II M II 1 P ( 1 1 1 I !111111 klllllllll'�I'llll IIII�IIII IIIIIIII! Illl�llil II III!I 111111( 1 ! �I II 111111 �� 1n ,,,; �: � ;�1, �•� �v.".:mr eT�n�► �m� I I I ( I I I I I. 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PAINTED FINISH Paull Franks architecture 0 C 3HC5 '�B;h Avenue, NE Cie iev 2 ' lI 1 ---- — `- -' -- -_ - --, - \\\ ___ -- -L-----+-T 16 ELECTRIC METERS, TELEPHONE, CABLE • �P W!ngion 06004-761 1---- --' - •�•�_ � 0 & FIRE SPRINKLER CONTROL ROOM Telephone 4?5 803 0792 -- \� Fax 4co e 425 8 WOOD TRELLIS 4 'ryp 5 TYP 17 DOWNSPOUT, SHEET METAL 2" X 3" NOMINAL-PAINTED F71NTED FINISH FINISH. /�\� 18 FINISH GRADE-REFER TO CIVIL GRADING DRAWINGS SOUTH BUILDING ELEVATION 9 FOUNDATION-REFER TO STRUCTURAL DRAWINGS SCALE: 1/4" - 1'-0" 20 ADDRESS SIGN r P RA S _ f --, -.�\ ✓-' ✓•-- `� �- .V��^�� -r,''-'\ ✓`- J�- __1/ �-✓ ��-"', V__ ; ?1 ROOF VENTS NOT SHOWN. REFER TO ROOF PLAN BELL EVUE, • 22 DOOR-PAINTED F:DISH WASHINGTON 2266 7 406. 23 SLIDING'jLASS DOOR-TEMPERED GLASS �• Or 406. 24 DOOR W/ TEMPERED GLASS LITE I I CEILING LINE I .�► 2 X 12 W/ U BLOCKING MDF TRIM CEILING LINE i MDF TRIM 112" CHAMFER 1/2"CHAMFER10 J` � PAINTED FINISH � I i PAINTED FINISH cu� 1'-3 1/2_' _ r2x12w/ = BLOCKING i cz -E N 2X12 W/ BLOCKING \ C c UJ E- MDF TRIM , I y � 112" CHAMFER - _ - -- -- 1 � C� 1, PAINTED FINISH 1 MDF TRIM 5 - _ 112" CHA FER > Ivf �._� PAINTEQ F I L - _ b z ADJACENT WALL - -� / -- _ � rA O rc'. o .� r~- MDF TRIM 406. 1/2" CHAMFER MDF TRIM PAINTED FINISH 1/2" CH FE PAINTED I H n. I I rli �. 1/2" X 3" _•�� .f MAPLE BASEBOARD --r cz CLEAR FIN,ISH `�' 1/2' X " MAPL.E AS BOARD CLEAR NISH C) t I INTERIOR POST / EAM TRIM ELEVATION INTERIOR POST / BEAM TRIM ELEVATION 6 -- 7 ------ --- BUILDING F SCALE: 1" � 1'-0" I SCALE: 1" - 1'-•0" ELEVATIONS � i I ! 8 1/2" ADJACENT WALL ' rn� I i - f•.�� N `o�c, ✓ _Date_ 11/10/04 11:47 AM ? 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PAINTED FINISH THE ENCLOSURE. 3/4 X 3/4 X 16 GA STEEL -____.� 4' Hl(;:! SPA POOL. TUBING VERTICAL PICKETS 1''�� - (2) SELF-CLOSING HINGES 1 (� �___ _ r 9 4” O.C.- PAINTED FINISH 31-0" (TRU-CLOSE ROUND POS' HINGE ENCLOSURE FENCE --� 2X2x '16GAS.EEL - ! - - - STEEL RAILING-WELD AND GATE #21-TCHD-RND1 BLACK, _ ---y--- `" � � I LLl GRIN? SMOOTHVERTICAL KING ARCHITECTURAL METALSoo- ALL JOINTS. PRIME + 2 SUPPORTS 0 48" O.C. ' 1 1-800-542-2379) PAIN FINISH I t I COATS ALKYD --- Efl/'.MEL PAINT -0 0 7 3!4 X 3/4 X 18 GA STEEL T1181NG VERTICAL PICKE(S . i 4" O.C.- PAINTED FINISH � \ 1 14 UW ' ),,9 r,•, 4-1 � 3 2 X 2 X 16 GA. STEEL Q SE 818 WITH ACCESS COVER - I 1 Up�.1'4 ry 4`-0" R1��t` - BOTTOM RAIL- PAINTED FINISH 'F-SSED IN DECK �� 4' HIGH SPA POOL PIPE SLEEVE AS - ENCLOSURE FENCE RE•IUIREo __ _ _ _-_ .- — - - r 406.1 aur Franks Architecture T .-_-_- MAIN L`RAIN � _ — _ _ —. L— 3805 108th Avenue NE UW OS �? UW �_ _� Surto 222 UNDERWATER LIGHT Beiievue Wasn ngton 98004-7813 BY F PA POOL CONTRACTOR Telephone 425.803 0792 ' + + L' + '•'''1 4" CONCRETE POOL ( 1 Fax 425 803 0934 DECK-BROOM FINISH ;,,,; • `- #3 REBAR GRADE 40 � 4 11 ,. 1•b I 1 "�• ' FOUNDATION PER 32 G.,,, EA. WAY ^1 Sn EP STRUCTURAL ` 4' HIGH SPA POOL / i IN, N - �`"- STRUCTURAL FILL77= ENCLOSURE ENE I 1 rj• .' BRICK COPING FINISH GRADE - - - - - - - - - - - - - VARIES-2' MIN, BELOW SLAB HANDRAIL a •- '"===._ POOL ENCLOSURE GATE : 6' X8 LEAR AREA DECK 1 f 9CLLEVU_' 2 - r MIN. PE CHAP. 33-62-085 WASHINGTON SCALE: 1" • 1'-0" I 2266 1 1 + DECK 1 1� � CONC. D .� .:Y.:N'nw�'"•{.�:v:'.r�T.�trl•.;rry:1 � � �'�, 'ti„ I I i , 1 POOL ENCLOSURE 1 ° I FENCE @POOL DECK - - - - - - - - - - ' '-*TO 24-HOUR TIMER AT PANEL _ �) 1 11 v SCALE: 1 V-0" X170" 4' HIGH SPA POOL 1 CU ENCLOSURE FENCE 1 t a: X � t� C cin N SPA PQQL PLAN �` ` N 2'-0" SCALE: 1/4" 1'-0" t QJ i 1200 .. 1 1/2" STAINLESS STEEL HANDRAIL LIMITED 11SE SPA POOL NP' .06S"WALL THICKNESS WATER SURFACE AREA a 50 S.F. 708.3 1 so SECURELY MOUNT TO CONCRETE - v "0- > �I J 333-060-0105 F- E Swimming Pool Enclosure ap Cl (1) Pubilc swimming pools shall be protected by an enclosure, Such enclosure shall be it fence, wall, or O y building without private entrances to the pool area. (2) S,ornming pool enclosures Including windows, gates and doors shall be ccwstructled In such a manner so as !rr dlsccx'rage access to the pool by un3upen49ed children and/or domestic animals and shall Incorporate N 1 t the Pollowlnq construction standards: es >, (a) Enclosurshall be not less than 4' In height measured from the outside ground!level at a point 1' 3 3 (3Ocm) horizontal from the base of the enclosure; 4" HIGH PAINTED POOL DEPTH MARKERS ON CONC. /� A4 A4 6.9 •,n { (b)Thera shall be not more then 4" of 3pare between the bottom of the enclosure and the ground's DECK WITHIN 18" OF EDGE OF COPING. POSITION O surface or pool deck; TO BE READ WHILE STANDING ON DECK FACING •• (c) Sepsration between varti,.ai sections and bars shall be a maximum of 4" ; WATER AND 2 HIGH ON POOL WALL ABOVE %• (d) Horizontal mils shall be spaced with o minimum 42" separation; THE WATER LINT -� 1/2" RADIUS TOOLED SLAB EDGE SLOP �•1:48 - - SLOPE 1-4$� (e) All exterior projections or recessions shall be 42" Rrom either the top or bottom of the fence; „ 3/8" FIBER EXPANSION JOINT FILLER r.,r.,{''{'''•' `?: �'�:u'tir;tira:;,;t,t ti;i i�ri'r '�i s t WATER LINE 1 'r�:''r'r{}:i`,ri::;:r::;}:?{:;'i:;r::•r{:: (f) Gates and coon Ir swimming pool enclosures shall be self•closing and shall be equipped W h a lockable self 4"CONCRETE POOL JOINT SEALANT-LOW MODULUS, i ti''�rttir•;' '''t' '"t t'.': �� o ,/?,?r1;•5itlr�.'tia;;�,,•;'•, � w ww■ra�s \ Fere r' ww>r�� ■ �� ■ �� • ,;:'•r'`r:•:'''rr.?::::•,'r .{.'{4't�?{:?r:;(:rl: latching device. The operating control's for the self-latching device shall be loc..L d at least 42" above the DECK-BROOM FINISH -� ONE-COMPONENT MOISTURE CURING r � 1 ' exterior round surface or pod deck. Entrances with self-cloain and selMockin devices ,equlrin the use of a #3 REBAR GRADE 40 0 MODIFIED POLYURETHANE1;96 rt•, r: r,?r.?!:4 r. g p g � g •'tirftirttirr�r{•+rt�r{,+r � .�, { t:;'{:,r•;r:;'t.{.,1. 11 11 ��\!r'\K•,'.�`t ;� �. S OPE_ 1 ;;',',',,j',;ti,•�{!I'?}•':}';:• ,r•,i ir• key or corr+bin,r2lcr; to gain loops shall have controls located a►. s minimum of 36 32 O.C. EA. WAY \\ { ''�-- t P 'V (REMCO DYMONIC) ti1?rM't',•::+'r+..+r}7t+tf}:�{.+.: { ;r ,r:�:::',::: :;, , ,,,;,: SPA POOL (g) Construction methods and materials shall be used that provlda• durable and low mairtenanne structure; `�< , {'.'''`'• III m '''' : " - SAFETY GRIP COPING BRICK 11-1/2" X .Structural Building Agency, adopted ' 1:'• •°'7'••r'••r•.'.•': ••• 2-1/2 HIGH X 3••1/2 WIDE SET +r{+'r;r;r;r�rtit.tir•+: � 1/ �+ ,{..., r.,r.,{•, January 1, 1993. 4" COMPACTED ROCK, MORTAR W/ 1/2"CONCAVE TOOLED ' ';'''+'• r '� �' �r�''�'r�'?�:'r DETAILS •{••t••t••. {•. { r�,. r. {.{.,ti., BASE {•',•'{.'{•.'.'.'•' (3)The fXvision may approve eltemete enclosure materiels and nWhode where the Division finds such materials JOINTS. CARIB SMOOTH TEXTURE BY SLOPE 1:96 r •r i+r+ , and methods equivalent to those described In section (2) of this rule. MUTUAL MATERIALS CO. OR EQUAL - ---------- ' (4; Swimming pod enclosures constructed prior to March 1, 1979,wltki" are a minimum of 42°' In eight 1 1/2" " 4+r�r. r r r t r r. : r �{;{ rr.'{.?{:?{:r{:?;;r{�r{:;?�:,'fir{ti?'•' Or SLOPE SLAB 1/4 / FT. - t•{ t { { { { , r {. i• r�r 'r'ti{,+r r�r,r�r+t ti �; :+r., r r r r. r r r. •{•:{.. {• { t t 1•5 t,..'•r'•i tir tr'�t tir�r 4 tit}::•;'ti::�r'•r.. with epeckrg not greater than 5" between vertical boards (bars); or with epeCing not greater tet than 5" (13cm) ,e.---- �r+r,�r tr�r+rl+r,t,:. �.,r,r {.{.,{•{•,{.,{.,{,t•.r,.,.,.,{.,,. between the bottom of the ince and the pod deck; or with spaces between the horizontal rails not less then •_,. __. �. t•.,..{.,{.,{.,,•.{•.{.,,. ',r,'•l,i:.�r tir.�:+r+r,r+t :,;+:,.,,i �r{:r{:r{:r{:r{:rr`,rr:;{. ,.,,.,:•.{,,,.,{.,r.,{.,{.,r:.{.,{.,r.;,. • �••, /' ,t+t, 1r, ,t,t 'i:;;,::�:,+rttirj,:.tir,+r4,:t'•;tirt;r,+:' 38" (95cm), !hell be acceptable until such time as the enCloeun requires repair or n cement, ~ ~ ! _. {..{,;;.,{.r'{..r..{• r :'+r 'p'•!" �r•r, '1u' '• •' tp `:,r'+r tir,l'+:. �• r, - FROST PROOF WATER LINE TILE {tir;t;Sti{ :{• '' — ._... �' '�:':�:'ti:::•'':r1ri�i ire•:ttyr•. •' � rt.?{. {err.,{. ''{�t:�tii;`'i•'�r{ti'i _ 'r r . . ,r. Dat. 11 , /04 1 P / 2:18 PM WATER LINE �r{:rr.'.r{:?'ri:r,:•'•'t:;tir ';:�,:•:;•.:: — ---- •r.T� x area j <<.rV,"• ..,' ,', trfti?i:?{`t,�{:rr`rr:?'`r{. 1�2 ;1.;{:r ! •, .� •' , " ':.'��':.'•:',::til•• r �_.�----- Revisions CONC. BOND BM. TYP. A 1 ri t 1 PLAN CHECK 11.x'.04 k (1)#4 REBAR CONT. {Sr{+rtir{+:t+rt' SLOPE 1:48 SLOPE 1:48 4 <. {..r. f - POOL WALL.-WHITE CEMENT t,•,rt,tt, tir'•r,i. ,: '.ti'•57,ti:a::�'::�:a;:5; '+r;?+Fair:+r tir +r;+1;+f;+r tir' +:'+r;+r'+i�r��r{�r� �� (1)M 4 REBAR X 24"BENT PLASTER OVER CONCRETE 'r.,... ... •.,. t 4 ,•t;•{a tht{a r• r { tl•{•.t•t : N2 tir N r tir tir'til'��tir t Lr • 32"O.C. tir __ToTWo_ 2390 f'70, ` ' SPA POOL 5 Drswn Franks - - ase --CD SPA SECTION ComputerFile 2350.406.. 9 SpA Pool Flan -RELIEF VALVE 11/7/04 12:18 PM ,,4, 2" HYDROSTATIC SPA POOL COPING SCALE: ," _ 1'-0" 3 Sheet A406 * 9 I O Copyright 2004 Paul Frank! Archdtecture .... I,.w+"•w•+-'".w'+^"'^"""^""`AFMMw a -__ .. ,T... ..._-.....r. •-_ -- _.__.....__-.. __.._,.Y.—.�.._._..e�_.—..-„_..-�..-_.__.._...-._-._-..-.-_.�,..-A_ ....._..�-. .��..-_o�_.�.,.---.�.X„_t..:. _..._-- _..� .-.—._-�.__ .. _.._--..... � -- �;�v.J LFu�I YT1rsT CIr1�Il fillll�iil ail IU1; 1 I ! 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EASED EDGES w PAINTED FINISH , EASED EDGES '' PAINTED FINISH U .'r PAINTED FINISH SIMPSON H10-2 \ \,\ ,r 2 X 8 P.T. (SUNWOOr) - �- 4 x 4 F.T. BLOCKING-- PAINTED FINISH _-_.— -- LIGHT FIXTURES PERPAINTEp FINISH r i ELECTRICAL PLANS !/ 2 X 8 P.T. (SUNWOOD) 2 x 4 P.T. SUNWOOD W/ 5-1/2"EXPOSLIRE 18" U.c: - - PAINTED FINISH 1 ";" PAINTED FINISH (2) 8 X 8 P.T. POSTS � EASED EDGES �' •�~ f��..."�" . �`_. �. _.,/`".� J PAINTED FINISH 1 I Q Paul Frpnks Architecture +:' '. CONIC. DECK ,.: , '� � :3805 1081h Avenue NE TV 2 X 10 P.T. (SUNWOOD) TYP I Swte�222 PAINTED FINISH - 70i .3 SLOPE 1/4 / FT. ' .� i \ i'' AWAY FROM \ a F Bellevue Wash,ncJton 98004-7613 0"kill 1101 /,,•_., i _ 1 POOL COPING h 4 Tel�lphone 425 803 0792 `^Z' A406.9 Fax 425.803 0934 MANUFACTURED 406.1 STONE VENEER OVER CONIC. !SASEww ' N ' IJ 2-O FOUNDATION PER ' ' -,-*•,,•.�T F KS 4 x 12 P.T. BEAM STRI I(MMA„ . W/ EASED EDGES FINISH GRADE 1 I e BELLEVUE, PAINTED FINISH \ VARIES-2" MIN. WASHINGTON 1 SPA POOL 1 I BELOW SLAB 2266 v 1 4 10P � (JI � l 4 4 10P 406.1 Q ~a I i N I err..' > `fi DIA. 2 x 4 P.T. BLOCKING U vI .rye �q,rnTT• SU . Fah'/sy Ca --- --, - 4 `� CD r SPA POOL TRELLIS SECTION o 0 i SCALE: 112" z 1 '-0" 4 , 4 ECz c ~ I r I 406.1 Z N t �N X 1 H.T. i ar �"` � C Q) U7 0 X 1 P.T. -- --. _ _ 19'-6" _ - t� °� • 2'-1 1/4" - _� 15'-3 112" _�___ 2_'-1 1/4" el N _ _ 7'-0" : 7'-0" q Cr) _ p Ilk F `�_ -JOIST 2 X 8 P.T. RIM 1 �.� TRELLIS ROOF FRAMING PLAN a,-CALE: i/4" - 1 '-TJ" t ti ! CIO 4 4X 10 P.T. W/ ----- - '', EASED EDGES 4 X 12 P.T. W/ ' \ 406.1 S 4 x 8 P.T. BEAMS - PAINTED FINISH EASED EDGES f 2 X 8 P.T. (SUNWOOD) PAINTED FINISH W/TEASED EDGES I PAINTED FINISH SIMPSON H10-2 \ PA TED FINISH y 0 1 BM. CONN. EA. 2 4 P.T. SUNWOOD � r 2 X 8 P.T. (SUNWOOD) t _ �- ,4 8"O.C. W< 1/2 EXPOSURE PA TED FINISH --- - - SPA POOL � r _ - - -- , r '! PAINTED FINISH _ LIGHT FIXTURES PER 1 (2) 8 X 8 P.T. POSTS W/ Fi-�CTRICAL PLANS ROOF y 1 �. EASED EDGES _ 5 PAINTED FINISH 604 }} 1 6.1 / 2 X 10 P.T. (SUNWOOD) \ ../ ^, M^f� f. •,J` �,/' PAINTED FINISH Q _ CNC DECK 4"CONC. SI.A3 AFM ` I SLOPE 1/A / FT, to t , N ` .�� / i• - 1 4 P OL COPING fi a., at 9a W/ WWI, 3/4" 21-r f A406.� — - _ - --- w DGf VERYSMOOTH .�_....-- - ,�� 1 MANUFACTURED Date -- TROWELED r - - - - -, - - STONE VENEER i M 1 - Revisions 1 1/7/04 2:32 PM FI►d! �y � OVER CONt;, BASE � � �� .. .__......--••-•--•-.•- �- -) ........ 1 Pi AN CHI CK 11.2.0 ; ,x I A!NIUFAcnJREp — r , r T :,• .;: S ONE VF :•,'•:: •; •:••;• EER 1 1 r • OVER a" CMU WALL � '• 1 1 GROUT ALL CELLS 24 DIA CON(:. FOOTING T t••yy, }} •' ;;.` .;.::; 1 ! c 04 VERT. !/ 32"O.C. Job _ i 1 1 + •:, SPA FOOT. ,;•,;•L;...;:•.;;.,; r`• I 1 rn Scale _ ASNOTED - (1) 4 8 Franks h#(1Rt�. TOP i I t ti 1 ` d BOT. 1 12 , 1 ' ; ' ,k, f;z; ::: Phase -- 1 'd'. Computer File 1 S'-3 1/2" 1 _ w _ r r•.'•' ; 2350.416.10 Spa Trellis a gMSH GRADE Q a �' ''�'! 11!7/04 2:32 PM i , , z -0 �3 f 3 :a ;•.%�. :•�: '�•' r DIA. Sheet r � r I •.............. ................ ....................... 2'-0" 406al RELLIS ROOF PLA !SCALE: 1/AV � V-0„ PA POOL TRELLIS SECTION _ ___ op�� ____ BBQ SLAB COUNTER S C C t i 2(x4 10 SCALE: 112" = 1 '-0" Paul Franks Architecture , SCALE: 3 '7bl'1�G. +!/I N � �1 /SII � MMkt't: k "� a Nrrat:.+haMakC'IW1�-+w..,..,.-.,----...........,.,.....r,.:.-+.-.:..•..r.-.:.•.,-.._. _._ - - --_.._.. _ _-__ _ _._..- _.. .... __ _. _. ..,._._ _. .._ _.. ...----- ----_ ._.----- - - --__._-_.-.._ -• _ . _. ..,-.._.-.__.___. __-__.._-._.. .:.,- - _ - "'^" _.._-......_...- .+. . ..•-_..,...:- .- 1111"-- _.._._—_._.,._..._—.,--_..._..-.-_..._..,wwr.ascr•• _.....-_.__.—.......,.- - _........ 'i I . a1Gt#SAgGW►kMg1'd11MI'y �..'�AMNoa,Mlls • •-•.....•-...,.. ..,... 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WINDOW VEKr PR(5VU1) � 4C; S.F. C)ocKk APENPItC�VICME ? FOkU_w Alit GAS - !►1iKi OCCUPANCY r f P S - 7-6 SF � SPACE 4ATh S L,OVERHEAD LWk OPENINL-PROVIDEr, '1 s .._.. ..� F, 2 X 3 D.S. WVALI. WX)NTEU !/ 12'1 !i.F (EXCEEDS COOP MIN.) .- -2 X 3 D.S. i��pE+r-..---�- Uj � .... . STORIE 1 ! ,.. ... .r. IA for ( 1 F— ' - �.3io x a,s ` ; - ;,r l .f 1 CSI - A7A 45" A+ f. 4E+ A.i.►. 48 �. F. �OCCIX..�ICY _ 1' LEBO A �---- Jr 1 ---- - 5 SE.PAIIATRON TO - �1! - .v-'"'" ,I-F!R•FNS RUOF SMEATHM !� __ WALL A:i5LMQLY -0 8'-0" W A , WAU. V1 1 T�1 1-HO R FI RAI IJ Uj ___.___ a GARAGE CGARAGE GA,GE �ulLaNG AREA 1 266 S.F. * do MAINTENANCE G-1 METED LCic.C. G-1 _ F17 _ SUB,PANFL U-1 OCC. t1-i OCC. 11.1 OCC. S•1 OCC. 470 S.F. �.i. ( � F. F.F. F.r . GARAGE DOOM OPENER BUTIFON-Low vULTAGE X170 S.F./300 S,F. 00C. � t 7(� � p ?72 () � ri j ,� 48"PAOI�N�ING HENrFff Tl3 CENTER LINE . 2 OCCUPANTS FLUORESCENT STRIP L4GHT _ TIMER -_ m 1 E)(r1 REQMD ;' B�:'OR AT DOOR_ AT DOOR AT DOOR L-,�q TYPE PER LETTER DESIGNATION tttRRR UTILITY SINK N Q 1 ALrrOMAT!C GARAGE DOOR OPENER I GFI 14GFI , FI I o GFI GFI CEILING W-)UNTED. PROVIDE BACKING 1 1 ... . . _.� ., s ► . _ . . .. _ _ .... 00 r - ---- -- _..._ ,1 �_._.,... . . __.-� , . . ._ _ . __..._. _ t SUPPORT ASREQU!RED 5T ELECTRONIC LIGHT SWITCH TIMER, PARAGON ELECTRIC CO. MODEL ETI 100W-120V ►�- -- — Yom• I ' 1 MINUTE TO 18 HOUR RANGE. PRE-SET FOR 8 MINUTES. Paul Franks Ar��t¢ec�u�e J , 1It i , r �, 48 Kr.TO CENTER OF SWITCH. LOCATE 8 MAX. 3806 108th Avbnu�NF 3u!•222 HORIZONTAL FROM DOUR OR OPENING. 8wevua, Waatungton W,',04-?819 I ' v1 I t Telephone 425.803.0792 ._ _ _ , I° I i f Fax 425.803.0934 Sl NR , -;. NR Si `• o ' L 8/0 x /0 Kr. 8ro x?/0 Kr. 8/0 x�/O HT. 8/0 x /0 fff. / ��0 x /0 HT. 2 X 3 D,S. _ ` , ,.�"' +�, 20 GA!_. Elf r- NOTE: REFER T'O CN.! �H` �\ 'k- �" � 2 X 3 G.S. *� H,W. NfIIIR i aRAWPOGS FOR F.F. O ` 3 �� Typ I 1 ON WALL 1 ` � A703.2 �. TY I ' � TYPICAL � Y ✓ A �c� ;'1' ~7/� 6'-13/4" 6°.0" W-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0'r I 6'-1374" + ''t Is --'il _ -- --,--__�.�.._. ___ .�.—� � DEI_I.EVUE, -- —_.__ f _ -" ,�, WASHINGTON I ` 'I 2°-2" 1?.°-0" 12'-0" 12'-0" 12'-1 3/4" 22_65 60'-3 1/2w BUILDING` ""' FLOOR PLAN SCALE: 11/4" - 1'-0" � _---- PROVIDE (3) r z" DW. I., FLOOR AREA - 1 266 SQ FT, r,J SCREENID VENT HOLES U n 1 f AT EA. EAVE BLOC( ll GUTTER I i A7 1.1 51M �i GUTTER i Ail 2 x 3 D.S. III 2 X 3 D.S."__--___--a. _. _.�_ � ____ r w r w w r w Y b w �. r i w r pec w r w r r >• w w sr r a! w �. r r w w• •r w r w �' .. .�_.._. _ -�� ___ EJAL C „8,r OCCUPANCY \_� .�CSI G f j 1 5 SE I)CN TO 2 AT�'#G il'Eh$� Aft A R k�l �l� 7/10/04 s:l o AM a; 1-HR-IN5 ROOF SHEATHING /r(�• Building Total Required `'la rn FR r` V _ Q) " ng q .,�. .�v n Total Prc�posod (!� Y Vented Vent Ratio Number Net vent Eave Vent " t3) 2 dia. Vent Vent Area ,� ad per 24" Area Exceed-, C �- d \_ 2 Attic 7 s.f, vent l of vents Area iNS Kit Nil NR In. 1 f / C C t � +..► 1 I F. 7 7 i CD Li Y r � n 61 SQ,iN . Q C ROOF VENT N 4 Ln Cz r— r'. � r GARAGE a �� ^..�J �1^. J^{ r r �� c+ `�_, �,.r----'2 x 3 U.S. 2 X 3 D•S. --- S o - - - - - - - - w r we w a� v. w r —-w — .o w w "� �, w o �n a w w r r r w a� w r .>p r w r r r r w w r — w — r w — r w r + w w w .t w� aw — w — w w w BUILDING G A\ _- GUTTER 4 Sim BUILDING G ROOF PLAN t �r; PROVIDE ;;ENT►�S 2 SCI 1/4" *� 1'.�" ��.._.�`./ AT EA. EAVE BLOCK % Bate _ 11/_11.04 8:30 AM W ,tw;a ub �7 , r tib' 1 PLAN CHECK i t � r _ "e,?y- �+. ,.y:;.- 'w+ n yy;✓: , 'i';,�- :ry 'If,R .t°„t�",,.. '�+�:' "7�:' .,"aS.".."' r ,�. r�'^, "�,% �'' 3?•1;• � ,r is r. Y/ rm+>; ;l r:'A_dk W.} 'F�IA-J4 • i o °'i,Fed. f �' x i i Y ry ✓✓ 7 r t � rvmput 'v 4,'A .1 Garage F!en R�'L' �9ti .y 3:, n .r ' 11!5101/04 8:30 AM v F Phi 5f;, ,s ML x (ry F , r p nu '� 1 t 1��y�t�''a�51 r �'7,'�`•lt��6. L ' ,, J� "tom✓ t;, i � �+'' ��'{ 'kA o- a�`'c,'�Sr 'rt7 eh„¢,'�g'',�` �1'� R•4 , Y A407ol �l Ccpyrlpht 2004 . Paul Frenl a ArcMU*cture 3�1{ n,�•w7^', k 4 '. .'3 ti '. 44 ¢ >r r, 7 » t7•q .' a f}f' -.,fi .7 ..7 .: ?y r"ar” .o '[r .M 4 f -..4^rC,. w....:ww+-wo—......... ........_..__.....-_. .—....+........-.wr.w..^.w^.++w.+._w.lM.w ..�a}ti"a4� '�'+.d -. - **'^* +revaA+rarMae,n, +rsw • r.w_._,..,.._..........,..w.+ww..+....-...,..,....,.....+ , �,10 0).';li{t '} { !i 1 'r'�•i 1'1, it , !,1 I is Il r {Ilr : ( III IIIY. i,., i . 1 i �' t i6r �?a P3 24 26 de 7p 2£.4 2 30 _ { , ... .-rw..,+w,,..n- w-•w..nm-._-.sew.--,-...r.-.+ -- .--...---•._.--_-,..,,.+in••_-w„ _.-'--"^--^.- --_'-.--s.+.., .... -.....,....- _ _ 1 {t�Y. "a .4{ :fie is k r 3' / �/ _� 1/ �1�' -� `Y ♦ � 1` ♦ Y � \. i' ♦ /r` Y'``!�__�\V • V �- \ Y Y /�.,`�yry /�+� ` ,.+� ^—` —�...._.. 1, �` ♦ -�'+�\ t`�/ V 1\ V y �\, _,,- NOTES f 1\�\> 0 FOERGL.ASS ROOFING SHINGLES 1 13 17 �� T A - " Q METAL�GUTTER OOD Sr SHEET 701,1 _ 4.5�� - —___ �. 4.5 9 1 4 L11-•-- -- — -- ``•l 1 -A7 1.1 eT j FIBER-CEMENT LAP SIDING ;SAINTED FINISH ___�_ _ - - -- PLATE LINE � - --- -� 2 1/ 1 � �r• O OVERHEAD SECTIONAL GARAGE PLATE LINE � _____ .�' -- --'---- � _ _ <1 DOORS o 5 5/4 X 4 WOOD CORNER TRIM ~ LU1 ;L_._.— r f—_1 1 I ll s O 5/4 x 4 WOOD TRIM u L _ •- --- A703.2 TYP 3 T LIGHT FIXTURE . . v i A7o3.2 Ell E]I co �—� f-----� �; � � r— I - FLI — ` -.__ �__T --_ r--� I� I �� i �—f F.f. ?_" X 3" S►IFFY METAL DOWNSPUI T - _� - — __ �. _ u_J L _J u� \ __ F.F. — ��. r 1 72 4 U i _. .� �J �.__ u I \ -� _ �,�— �-• � �T--� -- 1 � 2 X 8 WOOD FASCIA (� �I F.F. �---� F.F. 7:1 71.5 u I 170.80 170.80_ -� 151 FLOOR - - —}_ 7 Is,, FLOOR 3'-S 3/8" 3'-5 3/8_ �`� STEPPED FOUNDATION L D I N G G EAST ELEVATION GRADE CHANGE _ GRADE CHANGE BU = 0.7' = 8 3/8" s U'F, + 6.. DEMISING WALLS- TYPICAL BUILDING G SOUTH ELEVATION -- GRADE CHANGE THIS ELEVATION � 1 SCALE: 1 /4" 1 '-0" , g 0.4' = 4.8" - SCALE: 1/4" 11.011 Paul Franks Archltectura 3605 108th Avenue NE 13 ) Suits?.22 Bel_ 12 .2 1 9 1 \ Tallephona 425 803 evue Washington p g, 3 A701.1 4.5 .rte , - � ,t 4 1 Fax 425 9G __ 3 0934 OTIL A701.1 1 Email paull,_ ntograormne corn PLATE LINE PI ATE LINE ._ -_ -_ --_—__._ - --- --- �o E. F00 Lo r -08 BE' LEVUE ___ _. -- _ . -.___ .___ ___._ __._._._�.__ WASHY bo� T.STEM WALL __ _________. { _—_ �___.. NGTON 1.72.65 8 - -- 6 6 __ Q' 2266 —._ - ----- 5 -- - - -- T.STEM WALL 1 T. L T.STEM WAL,� --- - 1 F.F. 0 -- �1C` O� -^~ - 172.25 _ 1 STEM WALL - ---.- 171.75 - FLOOR 09 _ 1st FLOOR __.__ _ ----- list A. 12'-1 3/4" imi 11_'-0" 12�'0� ------�2'-0"_ _ . ----12'-1 3/4., BUILDING G NORTH ELEVATION � •y .��' -_-_ � �, � --A � ' u 3 , BUILDING G WEST EL�VAfi`#�1�1 'w � ' ... .�--� ��-- SCALE: 1/4" 1 -0 4 SCALE: 1/4" - V-0" ME ` PER FIBERGLASS SHINGLES \ ROOF 1 FIBERGLASS SHINGLES ROOF PLAN ) p � OVER ROOF SHEATHING \� OVER ROOF SWEAT HING "��-.- J Cpp rte. _ -n_ !' � y .� o ROOF TRUSS W/ VERT. I ROC7 TRUSS W/ VERT. I q STUDDING 0 24"O,C. W/ STUDDING 6 24"U.C. W' 0 Oa8 WALL SHEATHING --`--��'� j OSB WALL. SHEATHING - - I E TO ROOF SHEATHING - TO ROOF SHEATHING r L: 0 06 2 X 4 LATERAL BRACING --- 2 X 4 LATERAL BRACING -- M 8-0 O 1� PER 4 PER STRUCTURAL PER STRUCTURAL ._. r ^J o \ SIM -\ ROOF N�, - A701.1 �M 2 X CONT. PER STRUCrL1RAL--- _ ?. X CONT. PER STRUCTURAL __ � C 2 X 4 TOP PLATES - ---____ 2 X 4 TOP PLATES - >' 12 12 -.. • f+ 4.5�s� �4 �� '•+• WALL SLOPES W/ SLAB----� WALL. SLOPES W/ SLkB- - Cz 1 j 1 OP PLATT `----- ~ FIN194 LA' PLATE FLOOR H EPWT FT. DIGHT IN /J WALL TYPE 172.4 8-1 1/8 47.125 2 X 4 P.T. W/ ANCHORS 2 X 4 P."r enr! ANCHORS PER PLAN w172,0 8-5-7,':! 1Q1.925 PER STRUCTURE -- ` �u I PER STR11( TURF y _' '� �► _ \� GARAGE FINISH FLOOR ELEVATION N V "---------— -- 171.5 107.92 S' f � 1 0 BUILDING G PER CIVIL PLANS AT GAft.AGf. f�R � -a-1/4 CONC. SLAB PER -•-. \ � coNC. .,LAB PER �,\ STRUCTURAL STRUCTURAL \ 11b.325" SLOPE TOWARD �' NP, \ TVP. ELEVATIONS SLOPE'TOWARD � 1 SLAB SLOPd PER PLAN 1 OVERHEAD DOORS 1 0`.'�KriEAD DOORS T.O. STEM WALL _ I I ` ,4g3,�tgAq+t�lE�a�E$d�$�E ��s�tddda� dd , PER C"/IL ..�--- r •{.r; ;;:,r.,r.,;. {, r:{,, :7►�T7�a��7 .1 tir{fir{�:5rt�r� f DRAWINGS 1 r'rr+r{�rr:rl��r{'r•tirrtirrf S • r t t t r r •r. r '< 4 r r t Date 11/11/04 8.05 AN ,► \ tT r{PVI'sI'Jrl J ANTERIOR GARAGE PARTY WALL , PLAN HECK , , 2 (l4 BUILDING G SECTION AT STEPPED FLOOR SLAB INTERIOR GARAGE PARTY WALL SCALE: 1 i 4" 1'"0" SCALE: 3/4" 1'-0" ` SCALE: 3/4" 1'-0" _ __ e — / 1_ Dram By Franks Phase CD -Computer Foe 2350.407.2 Garapelle%-Sec.Marc 11/11/04 8:05 AM Sheat -7 A407w2 O Copyrlpht 2004 Paul Franks Architecture I 001-11 ON -0 i I ,,' . ' CI11 fllllilll�l II li 1 II II I�Illi�nl ,ll 11 i I ll11� 11. ( 11T N1�1Nillilll'o11�111' i II�IlILEQWRff ,91� 1 i 1�2 13 14 18 1'" I�� 1�9 2�0 21 29 93 2'4 ala 26 27 2'`9 2I9 � 3�0 �O0M•icm d r : � � � . �,. ri F q j i -- , __.....a .. -..,_.._. _ -.....,.._,.,-.,,..,_..---. -. -_ ._...,...... ,.._.►..,_..,.,.::_..._... ..`..,...__..._._..,„_.._.__r._:...,..,-_._._._...._.._..__ . ...:.,_._.. .... _.,r -_-...Y. ....,.__.s.ud.._.,...,_ _ -....__,r,,..:: .....,__-..._._........ ,.,__....__ ..__ _..,. ...__ ._...._.___..a._..,.... . ...:...... u.....,,.. ....__..,_....._,......_.,.._. ,... ....... .- _._._.__,., ...._...•. c.,... ,.- -_.__ ,. .-_...___.. ...._ _•_-._. ,_.._._. _.... ..._.__-- —...___ .. -__...__.._. . . _..--...,... .. ._..._..__..... .....-y-......-_...____.__. .,_ ..,_ .._. ........_._. w. .._. -_..._,_...._..__ ....z__...,�v. . ._sem,._ ._.e.,: .._i_n.. ....,.,u.,.o._..... .,._, ........,,.,,•au...ny a -_W. ....u.:.._. _ _, _ -. _. _.._ ...._.__.___..... .,.. __,....__._.. ._-...-.. _. .. ..—.. - — . r • w yM �r tr i N RIBBED METAL ROOFING PANFLS SLOPE TOWARDS SIDEWALKS _ -- 3" X 3" 26 GA. GALV. PRE-FINISHED "�•�•�" FACTORY FINISH ON TOP SIDE -- ��.� _---- LIGHT FIXTURE. TYP. GUTTER BY CARPORT MFG, FIELD PAINT UNDERSIDE /-'�' CARPORT NO. 6 RIBBED METAL ROOFING PANELS 26 GA. PRE-FINISHED -� (REFER TO SITE PLAN) ,. / SLOPE TGWA.RDS DRIVING LANES SHT. MTL. FASCIA FASTENED TO _ 4" HIGH PAINTED I / METAL ROOFING W/ #12 SIvIS - _ �� FACTORY FINISH SIDE �'� BLOCK LETTERING NO FINISH ON UNDERSIDE E W/ STENCIL --- 2" X 3" 26 GA. GALV. PRE-FINISHED 11.J - / GALV. STEEL BEAM ,- f� - DOWNSPOUT BY CARPORT MFG.ww— CL POST — -- - - FIELD PAINTED—-- - w.-_. ! ' CONNECT TO STORM DRAIN L 1 I �' DOWNSPOUTS: (1) PER 4-BAY 9�� .. (1) PER 6-BAY, (2) PER 8-10 BAY GALV. STEEL BEAM-FIELD PAINTED -- BOT. OF BEAM ' I I or, "Qo ' I 1 I l l i j (i I .-- 26 GA, PRE-FINISHED f- 6 X 6 P.T. POSTS-FIELD PAINN,LL. -- 8'-2" 0 N.C. VAN c -_-_� Q I oc MEYSHTMTI_. FASCIA FASTENED TO �( } •I I � � � MF.-I AL ROOFING Wi #12 SMS U ACCESSIBLE WHERE POST i i{ I j ; r. CL t I. �I, i ' INDICATED ON SITE PIAN I - .+. GALV. STEEL BEAM--- ___ ,e CONCRETE SIDED/ALIT-- ,� I u� __ _:- -_ _FIELD PAINTED f - WHERE OCCURS GALV. STEEL BEAM-FIELD PAINTED NINE 0 - - - - - - - - - - - - - - - - - - - - - - - - - _ ' 9 -0 - --___-18'_0„ __ _ - _____-- 18'-0" 9_0„ - - - •' -• - - A. - - _ _ FACE OF �1--- 6 X 6 P.T. POSTS-FIELD PAINTED U ASPHALTIC CONCRETE PAVING ~� END BAY (2) PARKING BAYS (2) PARKING BAYS END BAY DRIVEWAY cc SLOPING GRADE. CONCRETE FOOTING - - -- WHERE OCCURS < ` - - " ' ` --"� `- •-- , TYPICAL 6-BAY CARPORT ROOF PLAN RIBBED METAL. ROOFING PANELS 1 „ „ TO SITE PLANS T 1/8" l'-O" REFER S LANA FOR SPECIFIC NUMBER OF BAYS IN EACH CARPORT STRUCTURE SLOPE TOWARDS SIDEW 4LKS CARPORT ELEVATION FROM DRIVEWAY FACTORY FINISH ON TOP SIDE CARPORT MANUFACTURER SHALL SUBMIT ENGINEERED SHOP -�- _ FIELD PAINT UNDERSIDE DRAWINGS STAMPL D BY AN OREGON LICENSED STRUCTURAL ENGINEER, 4 ENGINEERING ;HALL INCLUDE CONCRE E FOOTINGS, POSTS AND ROOF Plaut Frank& Architecture SCALE' 1/4 - 1 -U T 3"X 3" X 26 GA. GALV. PRE-FINISHED STRUCTURt COMPLY WITH THE REQUIREMENTS OF THE GEOTECHNICAL 3806. 108th Avenue NE GUTTER BY CARPORT MFG.-CONNECT TO REPORT IOk f DOTING LOADS AND SIZING. Suite 222 DOWNSPOUT Bellevue Wesh,rgion 98004-7613 CITY OF TIGARD BETWEEN Faxe425 803 0934 hone 425 3 0792 1 MIN. SIDEWALK r- - U-1 ANDR-1 OCCUPANCIES CUES Email paulf'k)integraonline com 4'-0", T-0" MIN. BOT OF BEAM----- ��, HC SIDEWALK GALV. STEEL BEAM-FIELD PAINTED ��--y•� 8'-2" 9 H.C. VAN -- _ - t ' - " --_ i � �,-`�� -�- ni I _- - � X 3 26 GA. GALV. PRE-FINISHED �1•j�_ k�'1 ACCESSIBLE WHERE '--- -- 6 X 6 P.T. POSTS-FIELD PAINTED '� °D SIDEWALK 1 /�_ CONNECT. TO STORM DRAT!MFG. INDICATED ON SITE PLAN q 1 Q 3 2" X 3" 26 GA GALV. - /_ __ 2" X 3" 26 GA. GALV. �'- - F ---- r - - - - - - - - - - •- - - -- - - - - w w .. w w w .. w w .� DOWNSPOUTS: (1) PER 4-BAY ��'f NKS - - - - - - n P L .. PRE-FINlSHE`? a PRE-FINISHED 4' ° (1) PER 6-BAY, (2) PER 8-10 BAY DOWNSPOUT BY CARPOr<T MFG. I) DOWNSPOUT BY CARPORT MFG. _. M -'� Q 1 1 e CONNECT TO STORM DRAIN L PAST 1 _ _ -� _ 1 COORDINATE INSTALLATION °` VUE' C� f - CONNECT TO STORM DRAIN CITY OF'TIGARD Q 1 - 1 OF STORM DRAIN HLIB j� WASHINGTON J1 BUMPER OVERHANG I D.S. 'R� 1 W/ CARPORT f0O PINGS 'i7�, 2266 IS OF Oy & zp 00 CONCRETE FOOTING CARPORT ELEVATION FROM SIDEWALK RIBBED METAL ROOFING PANELS 26 GA. PRE-FINISHED 1 SIZE AND DEPTH AS DFTERMINED -` 5 � SLOPE TOWARDS DRIVING LANES SHT. MTL. FASCIA FASTENED TO ,a 1 BY STRUCTURAL ENGAEER SCALE. 1/4" - V-O" METAL ROOFING W/#12 SMS FOR CARPORT MANUFACTURER FACTORY FINISH ON TOP SIDE CL POST �;- •- PROVIDE ENGINEERED SUBMITTAL / NO FINISH ON UNDERSIDE RIBBED METAL ROOFING PANELS �� Q - 1 •1 r PRIOR TO CONSTRUCTION. 7 I •- •• VERIF Y-ALL UNDERGROUND SLOPE TOWARDS DRIVING LANES / FACTORY FINISH ON TOP SIDE \ �--f-- L - _ - w - 3" X 3" 26 GA. GALV. ----�, LIGHT FIXTURE --�-26 GA. PRE-FINISHED % NO FINISH ON UNDERSIDE � - - - � � - - "j 011 7Q.HOBINss FOR � LiT1LiTIES PRI ' SHT. MTL. FASCIA FASTENED TO '.1'-'0.. 18'-0" 18'-0" 9,-0„ FOOTINGS PRE-FINISHED ROOFING SLOPE I/4" / FT' METAL ROOFING W/ #12 SMS ROOFING SLOPE 1/4" / FT. �� FACE OF w--- ------- - -- - - - - - -- ,�--- __. —T SAW-CUT A.C. PAVING IF FOOTINGS GUTTER BY CARPOaT MFG. -'*` M# f---- ----� -�W DRIVEWAY END BAY (2) PARKING BAYS (2_) PARKING BAYS \END BAY INSTALLED AFTER PAVING a) 0 2" X 3" 26 GA. GALV. ---- '• -` ---- �., u+ - ___ .__ - PRE-FINISHEd -� BpT, F B AM - - 6 X 6 P.T. POSTS-FIELD PAINTED1-4 U E GALV. STEEL BEAM-FIELD PAINTED N „ h DOWNSPOUT BY CARPORT MFG. IH l ■ 3 X 3' X 26 GA. GALV. PRE-FINISHED �� d CONNECT'TO STORM DRAIN 52 I I 6 X 6 P.T. POSTS-FIELD PAINTED 11--- - �''" GUTTER BY CARPORT MFT.-CONNECT TO DOWNSPOUT TYPICAL 6-BAY CARPORT PLAN E CONCRETE SIDEWALK SAW-CUT A.C. PAVING IF FOOTINGS 1/8" 1'-O" REFER TO SITE PLANS FOR SPECIFIC NUMBER OF BAYS IN EACH CARPORT STRUCTURE ? G WHERE OCCURS , INSTALLED AFTER PAVING 2" X 3" 26 GA, GALV. PRE-FINISHED CARPORT MANUFACTURER SHALL_ SUBMTf ENGINEERED SHOP �l I 3" - DOWNSPOUT BY CARPORT MFG. i ASPHALTIC CONCRETE PAVING CONNECT TO STORM DRAIN DRAWINGS STAMPED BY N OREGON LICENSED STRUCTURAL. ENGINEER. ... C / ENGINEER!NG SHALL INCLUDE CONCRETE FOOTINGS, POSTS AND ROOF En - »' STRUCTURE. COMPLY WITH THE REQUIREMENTS OF THE GEOTECHNICAL ' Cz .36 a? U. G. ELECT, CONEXAT "% ,-.: _ so , Q I ,%�4'i��,�vrG�. ��r��;�,�:;r I REPORT FOR FOOTING LOADS AND SIZING, v ATTACHED TO POST. . „ CARPORT FASCIA and GUTTER r i -8-2 H.C. VAN I I Q�� ` i� r d- C ,j CONDUIT SHALL 8E UNU RGROUNQ, N i ACCESSIBLE WHERE I I " NOT ABOVE PAVING. I I I r INDICATED ON SrrE I , FACE OF DRIVEWAY 1-1/2 r 1 0 Q U. G. ELECT. CONDUIT COORDINATE INSTALLATION --�� i C -i- i PLAN E - - , AT`TACHED TO POST. OF STORM DRAIN NUB -- CONCRETE FOOTING CCNWI LclAALLIL 70 HOUSE PANEL ~ 4'-0.' 10-0 4`-0" SIZE AND DEPTH AS DETERMINED O L INDERCRQ 1 W/ CARPORT F00 T'INGS _..-- -___-_ —._•,.� �, , � J `�- BY STRUCTURAL ENGINEEP. 61OI-ABOVE PAVIN - _ 8'-0" 180-1" FOR CARPORT MANUFACTURER `,�. _-_ _ '!' ,,.--_--�_-- •-_-`__ __,,,�,•�.� --- — -- ----+� PROVIDE ENGINEERED 3UBMrTTAL _-_._. L-6" n,T -0" 9'-U" y'-0" 9'-0" 4'-G" �.- MOUNi LIGHT F� L CARPORT 7loan / PRIOR TO CONSTRUCTION SIDEWALK FIXT�IRE f0 DRIVEWAY y, MIN. SEPARATION - 7'-0" - ---,--- 15'-6�' -- � I SIDE OF ROOF BEAM BETWEEN SIDEWALK U-1 AND R-1 3'-00' CIO OCCUPANCIES 41-01t „ 11 1 1 CITY OF TIC;.tRD --- - -�- CITY OF TIGARD 1 M M � I MIN, SIDEWALK -ST Ro PARKING-SPA6>� 1 1 C-0", Y-0" MIN. _/ �� \ A �• \�� PHOTO CELL MOUNTED I /pC s INSTALL ELEC. WIRING 12_" MIN. ABOVE ROOF -- ---- ` J 1 IN ELEC.. CONDUIT HC.' SIDEWALK -- / �.��- 1 `-0" AT CARPORT A-1 ONLY � "'`�-�---- IN ACCORDANCE W/ CODE CITY OF TIGkRD 1 1 BUMPER OVERHANG ,�.._ °�`-�� ^ �,�f��/ /', 1 e I CARPORT `�/°'r LINE OF ROOF E3�JlLUiNGS I -//� CARPORT SIDE ELEVATION L — — rnr — w .. .. wr � wwwr ., w ,w � r w .. rrr •w � rrrrrr w�l. wi 1 x; 1a SCALE: 1 /4" , 1'-0„ if -RAM TYPICAL 6-BAY CARPORT ELECTRICAL PLAN ark r TPApN' --T T -��,- t/// •------------- -------------- �8,C„ REFER TO SITE PLANS FOR SPECIFIC NUMBER OF BAYS IN EACH CARPn"' STRUCTIJRE 1 R •TI ',`1 I 1EL .w...-, _ _..�.....�...-.-.�.._�.-.....• ` r w■/.■■■/■■.■11.■■■w r • • q RIES �_ �_ CARPORT PARKI;4G SUMMARY � � Date 11/5/ 4 12:08 PM s Carport Parklr,� Ruiidinr * �.--- - MATi FIRE PRINK R T I- _ . �. � .•.� LES r <, b■ s r ��/ � _ ��,'.r.' -Revisions RE UI$ � /R Building es - Area 1 �. 4-BAY CARPORT , - �� y t J A-2 6 972 sf NOT E SPECIAL ROOF DIMENOM r r A- 1 6 954 sf �-.•-.--- '-: 1 PLAN CHECK 1 1.2.04 i 14 a�k - �►16 972 sf • .. . ..■ . .. ■ . . . .. . .r.. . . o THIS CARPORT ONLY U.N.O. 1 �II(J]!I B- 1 6 972 sf <, "�^�� 541 091 Oregon Stiote Structural Specialty Code, 19,98 edition effective October 1 2000 B1-Z 8 1,296 sf ... ..... .. . . . . . . r. r . .. ■ ■ r. . . .. . . . . 5 r3��idl Code � + a' cl" 5ts�ries _ 1 8-3 8 1,296 sf • ; __ -_ C- 1 6 972 3f • " ■ ■ ' r �ct�nc �_.__�� U-1 _—� - -rivate carports __.__ _ -- ..._ .__-,-- — _ • _ moi Na GrnL> o o: -Scale A NOTED C T 6 97` sf 6-BAY CARPOR. ° _ _ yFM -�-Tj - vrithout automatic t afwinklers UBC Tabie S•8 a im- — C-' 6 972 sf �' �� T , / :r,. 6-BA.'GAitPORT - Drawn 8 Franks -- 1 st Flcxx Ext. Walls Non-l'ire Rooted UBC Table G-A ) '-• • 1 t ARPORT A-1 • - ' - � --- F1 C-4 6 972 sf . ■ . ■ -�-__� _ Phase CD Roof / Colling Non•- .e Rated UBC Tablr, 6'-A Computer File a ,j�.�.., 1.x.96 sf � ■ ■ ° Autonu+ticEire rllder+i l�Hie r �,rrrrrrrr ■wrrwrwrwrrrrrw ■r. r . • •■r• \...www■rwwwww.wrwr. wwww■.■■■...■.r .� Pd p opow. ! nr required UF11 lOCi3,2.9 Q-2 6 972 sf 2.350.408 Carport BuIldir�Hesllt �stn ,n>�ximum UBC 312.2.1 _ _ p,.�7n 4 648 sf 72- 011 �`. n _ /" 11/5/04 12.:08 F'M Flo®t A11q� Basic Al'aurab0e _. _ &000 Rf UI3C 312.2. - + �— ••�S•-••_-•• •-• •......r r r r w r r r r ■ w w■ r w o ■ • • . r .e . a r w.M.A i w w ■ `- ./ ✓" E I 6 972 sf ■ �`-� Sheet Total Allmoi a Fkaur Area E-2 6 972 sf " ■ • l Film Flaw Ca1wbtiem Proposed Fire Area 1st Flupr.r' �,\vf, 6 sf 4 E-' 648 sf E-4 4 648 sf ISO; 8-BAY CARPORT 40 .._.�,�, Y-8 Qnstrusum � '��L1-wL ,�4 - 4 4 of ■ -- - - -- - '< Total 108 17,154 sf O Copyright 2004 ,. i..■■■■■■.w w■■ r ■ ■ . .. . .. . . ■ . r r w r r r w w r • . . r r r r • r ■ a 1- Paul Franks Architecture i ::; .'e... r ..;-•.ir: ....;'- i ;e. .. ....._ ,++.•ra+e•�g�y neaw. ••n,:cv<rve,•��*.:,• n.a,. ,.v.-. ,�......•w.+•..-.....,,.._...._•.......-. .....,._ �--.-... •...a .,�.pNAS%.odzn:;'cpy.i' ,�yY iMMIM ��1OR 70rt+.J;':*'. LEGNPU `f STRIP !�I I ! i I i. i I i I I I 11 ( n) LI t".,Ii�III I I I I �! ; ! I I ( 1 III j _ - 4 1 10 if 12 13 ;a I9 I 18 19 20 1 29 � : !9 a� 12 2a 30 t 'P, tn, r \ };., +,� .,A4T:9°n'h17�a9�'F.;2":W'CY:YIIi,'. ��• 1 x 3, Al yyfi .t? } a Y +x 15<I. J L,' r 4 '. 2.350.501 StairPlan REV Sunday, November 7, 2004 i 12:34 PM { SIDEWALK PER SITE PLAN - - STA�RWAY TREAD dl WSFk _ _ ��- - . t it ndlnrElevation Net Stairway _ Risers Treads _ I Floor vel tom To Rise No. Hei ht 7" m x Nig -. Len-ath Each (1 1" min) l I - -- 1 i.00 in. 14 I st-2nd •.3.50 in. 108.00 In. 111.50 in. 6.97 Ln. _� � ___ t 4 2nd-2-1/2 108.00 in. 161.50 in. 53-SO in. � i . 11 A705.2W 8 fi.69 n Z,- 0t? in. 1 iirt. 5 in. � fifi9in. 7----_.r11.00in, - - - - - - - - - - - - - _ .. - - - - -VI ,- Q7 - - - - - - - -- -- r . r- -' .` �r �� orENTRY TRELLIS WHERE 1 a 3 ENTRY TRELLIS WHERE D rl4 [_-� -__------------_�___-- - ----... ] SHOWN ON BUILDING PLAN'S - -- � o A7 .1 SHOWN ON BUILDING PLANS - 10&11 4 x 6 PGET PAIll FINISH ' ' I I w e mam � U TYPICAL DECK TYPICAL TYPICAL I TYPICAL DECK TYPICAL DECK TYPICAL TYPICAL TYPICAL_ DECK TYPICAL PATIO � TYPICAL TYPICAL PATIO STORAGE STORAGE STORAGE STORAGE S'TORAGE < sr � 6 ij AS02 r I S.J A601.1 z — r-- & Paul Franke ArChIlecture 1-NR-INS DECKING PER _ A601.3 STRUCTURAL S1 Suit 108th Avenue NE "' Suite 222 X" ` Bwevue Weeh ngto^ 08004.7613 _- T.O,CONC. - STAIR STRINGERS PER 'I Telephone 425 803 0792 -----------•- - - _ ._._- -'- -5-1/ " BELOW - -' - STRUCTURAL T.O.S. I I Fax 425 803 0934 L.ANpI�1Q 42 S.F. BEAMS PER ' ' � �- -3-7%'16 BELOW F.F. II 4 STRUCTURAL 9 ` I 8 8 � n m D / I I SCORE JOINT A ` !S _ TYPICAL STAIR STRINGERS PER r `r �-- .- _ � ---- I � ` SJ RU(.'TURAL y� 6_ 7 A _5 5 ' � N •', • 2 4 2 - -- -- 6" X 6" CONI. CURB • -4 "P - - _____ .► BELLEVUE.. 1-F1R-INS fi 1-HR-INS 3 _ ,o ` WASHINGTON 2 - — `� ��, 2266 VO ---- ------..`.w._ �t __ -_-'- -- I. 1 PLAN CHECK 11.2.04 1 W 1 i F Q,c�f1 R F,0,5TflINGER <�1 TELEPHONE iii 34Y" ( ;3�- 6 i/2" �� 1 •� BEAMS PER r-�_ _,� A7 �11 * r ;'TRIJCTURAL 1 EQUIPMENT t 1 I � Q g UNIT NUMBER SIGN. 4 CEILINr, - -_r ; ; ; '. - \,-__' -- ' ' EACH INDIVIDUAL UNIT WITHIN THE COMPLIES - i � MAXIMUM ALLOWABLE FLAME SPREAD PER io 3 a , F.F. •.O.CONC. i TYP• SHALL DISPLAY A UNIT NUMBER OR LETTER WHICH � � / i T.U. r7 ACCESS CONC. TYP. DWELLING UBC 804: A7L) .1 �. Q \~ �K ' ' ' UNIT Q i --_ BEA PER SHALL BE AT LEAST 4-INCHES iN HEIGHT AND 4 ' ' ' a+ ----J-i_;_ STRU URAi_ ILLUMINATED DURING THE HOURS OF DARKNESS, �. --- TY P. i °' ' ' ' ( 3 TYP. UBC 804.1 EXC. B (3) A _ - BE POSTED WITH APPROPRIATE A703'1 THE EXPOSED FACES Of TYPE IV-HT. STRUCTURAL ___: 3 ._ _I_T -- --- UNIT NUMBERS OR THE BREEZEWAY. �- 3 MEMBERS AND IV H F. DECKING All PLANK;NG ARE Q TYP. DWELLING , 1 I i EXCLUDED FROM i!:'LAE-SPREAD REQUIREMENTS. ` TYP. D1��.'ELLING I IYP. DWELLING MOUNTING HEIGHT 5'-0" A.F.F, PER UBC 1 109.15.2 TYP. DWELLING ANDING 0> .P: ' IYP. �, Q q _ANGlNG 150 S.P, ; , ti �., UNIT , A �`"'� �`"� (APPLIES TO STAN LANDINGS). r., UNIT UNIT G- UNIT C) 1 „ ► 2 , , O2 MANUAL F1RF. ALARM PLiLi_ STATION � _ �- ' UBC"TABLE 8-B ` � n MAX. FLAME-SPREAD CLASS FOR ENCLOSED VERTICAL � � � � 4 � � � TYP. DWELLING 1 J Q TYP, DWELLING � � � � TYP. DWELLING 3 PORTABLE FIRE rXl'INGUL�HER o .- TYP. DWELLING 4 AT 3rd FI OOR EXIT WAYS, R-1 OCC. - CLASS 1. A 1. in UNIT 1 TYP.: UNIT CABINET. REFER TO STAIRWAY PLANS \ �_ j UNIT E rn UNIT -- - --__- _ A -;-i:� FOR SIZES AND TYPES `!�� N UBC TABLE 8-A I i 9 AT 3rd FLOOR Cz CLASS I. SEE DETAIL r112 _ l -_-_�- sA FLAME-SPREAD 0-25 MAX. \_- SA A 5.1 Q _ _ I 1-HR SMOKE DENSITY 450 MAX. (UBC 802.2) a+ , 1-HR 1 �? ( Q) Cc O e► `� b U) Q �-- �' (APPLIES TO SIDING IN STAIRWAY). v E- 9 PE / 1 DECKING PER n` CURB BARRIER FOR H.C. ACCESSIBLE ROUTE Q < °� �- zo 4 } 6 tSTRUCTU'RAL 'i Q _ 1 i StRUCTURAL v PROTECTION FROM ENTRY TO AREAS UNDER 1 .� so V r ; STAIRWAY BETWEEN 27-INCHES 6 80-IN^.HE: �..: A5 p `" - LIGHT F'YTIJRE TYP. ' LIG:3T FIXTURE TYP. 1 -- - LIGHT FIXTURE TYP.66 �- W +.+ `" - REFER TO UNIT ELEC. PLANS > CU REFER TO UNFT" ELEC. PLANS REFER TO UNIT ELEC. PLANS UB(. 1109.4.3) _ 4'-0" ACCE5SIBL.E ROUTE UBC 1 103.2.4.1 I L f-' E TYR DviELLING 5 — 2 - -- C. — 2 UNIT TYP 2 ►- o _ WALKS UBC 1 109.4.2 WIDTH 36" MRN. �... O 3 s x r ` 3._ 4 + ► ----- --- — �_ 6" X 6" CONI. CURB A502 BARRIER FOR HANDICAP Cl) CIO tz 6 ;TAIR STRINGERS PER 6 - 7 •r. 7 STRUCTURAL 7- - b B - 4 .X 12 STRINGERS q I Q _ - , M - rn ► I r - - Cz 3 -0 LANDING 42 S.F. — -- sA 1 g a - -5 X 12 P.T. I PRE-CAST t-HR (P.T. 0 IST FI-R. ONLY) I I 2 w CONC. TREADS 1-HR-INS 1 'HR-INS TYPICAL T,O.CUNC. °n Z ---------- -- - - �`f:q 5 1/2" BELOW ------- 1-HR-INS ( �. - -- T.O.S. - 1---� ��•---- I - -3-7/16' BELOW F.F. S�-AlRutrlAY 6 � � FLAN 4- A502r A504 ARE-CAST TYPICAL TYPICAL TYPICAL COiJ(,. TREADS T'PICA.L TYPICAL TYPICAL TYP!C&L DFCX STORAGE STORAGE TYFICAL DECK TYPICAL DECK STORAGE TYPICAL STORAGE TYPICAL DECK TYPICAL. PATIO STORAGE s,rO!IAGF TYPICAL PATIO 3 _ ' 1 HR 1-HR -H I 1-HR Date 11/5/04 6:02 AM 1-HR Revisions - - - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - r - - - - - - - -- - - - - - - - - - - - - - - - - - - - -— - � .` t PLAN CHE:CK11.2.04 % _SJ o � I 1/4 rr Tr _Dr'awn 9r� Franks Phase -------- ---- --- I Computer File 1 I o, � l� �. ,` _ _ - - - - - - _ - - _ _ - �� 2350.501 Stoll-Plan REV - - - - - - - - - - - - - - - - - . _ . - _ . _ _ _ _ - _ _ _ _ . 14 - - - - - 1- - - - - - •- •• - - - - - - _ - - - - - - - - - - - ^ - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - 14 �- - - - - - - - - - - - - - .- 11. 5/046:02 AM 1 or 3 `A705, 1 or 3 A705 Sheet Try I 1 ST FLOOR IS HANDICAP AC tS IBLF A501 • , ENTRY TRELLIS WHERE ENTRY TRELLIS WHERE SHOWN ON BUILDING PLANS ST FLOOR TYP. 51 r ►r rWAY PLAN o cop;+�ht Zooa-� .MI► !, t SHOWN ON BUIIDINO PLANS -- �. , n, ,,s, f 3RD -LOUR TYP. STAIRWAY PLAN 2ND FLOOR TYP. STAIRWAY PLAN 1 Paul imnks Architecture 3 o �� r� __.__.�._____ 2 �� SCALE: 114" • 1 '-0" _�... SCALE: 1/4"a - 1 -0 SCALE: 114 1 -0 ,ta �R .°,';:'k'& r ">�4^AtL,YN �Fr>,.a'.k�Y.�7&:f"M!Mf�twa!roK�M"a+impR»r........,w.ay.+NRkNvr6�^..�.�^•,.....,.w..w.. ..._.,.._.-.._-_ _....._._.,-.. .-_...__--'-- -•^---.- _.._..- .._,_.T-.......,.- ..,---.-.--_..,.-.—._ .___...--._._._..__...._ _ .....___.., _. ....._-_,.._...___._._ �..- _...__.._.... -- .•.-mw+,v�^ _^_____-'_-..._....o-..,,-,+w.,.a.�.....--..,..,_.__.__,-"--_«..,��.,.._.. 'M�MMR. 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X14 a I. 1 1 RETURN RAILING END TO WALL _ - __� 1,.0„ 5„ 1-112" MIN. CLEARANCE \i -- -- - �- TO WALL BEYOND LAST HANDRAIL If&, _ 3" X 3" STEEL POST CAP y -` RISER �. �f 1-1/4" SCH. 40 (1-5/b" O.U.) WAGNER.#5106 4---fA502 +"^ �� STEEL PIPE HANDRAILING ' - ' i - ,' (UEIC 1109.10.11.12) STEEL PIPE RAILING --------_.___ (UBC '109.1 C.1 1.12) V-WELD& f STEEL TUBING 1 X 1 X 16 GA GRIND SHOP PRIME PLUS (1) COAT - - " f^--_ VERT. SUPPORT 90 DEG. ELL - -- ---- SMOOTH SHOP FINISH, ('I) COAT MIN. I STEEL TUBING 2 X 2 X 16 GA 1 FIELD FINISH. ADDvric)NAL FIELD FLUSH TYPE WELD-ON -- I_ COATS & TOUCH-UP AS REQ'D. i END CAP -_ HAAIDRAI TNG (R& B WAGNER TYPE F) 1-1/4" SCH. 40 (1-5/8" O.D.) UU 1/z' MAX. - +� STEEL PIPE HANDRAILING - - - ��UNG NOTE; TOP OF HANDRAIL tv1UST BE 34" 1 TO FINISH W (UBC 1109.10.11,12) ST``EL TUBING 3 X 3 X 14 GA TO 38" ABOVE STAIR TREAD NOSING MATERIALS \ HANDRAILING WALL NEWEL POST BEYOND t _ RETURN TO WAIT. AT ENDS _ � HANDRAIL MUST EXTEND 12" MIN. BEYOND TOP RISER AND (1)TREAD PLUS c RETURN & ENCS CAP "- -�}�_ 12" MIN. BEYOND BOTTOM RISER (I.1BC 502 5 3n i_"e� V 1003.3.3.6) 0J . I STEEL TUBING 1 X 1 x lh GA STAIR NU51NG-- � "' U INTERMEDIATE VERTICAL RAILS I REESE #pG6"L1. \ \ STEEL TUBING 1 X 1 X 16 GA + SPACED SUCH THAT A /?." p Imo---ay. VERTf ` I W/ #10 WD. SCREWS - �- \ BEYOND BOTTOM -- ___-- 1 RISER I Q 4" SPHERE CANNOT PASS THRU} I t (INSTALL BEFORE CONIC. iv I I POUR) t STEEL TUBING 2 X 2. X 16 GA I � i `-- ALL STEEL FABRICATIONS: I I 1 SA 2 X 8 WOOD TRIM SHOP PRIME PLUS (1 j COAT t V' © t 1'HR ''HINTED FINISH I d t \ RAILING'WELDED ANGLE ------__ - i 14� o \ SHOP FINISH, (1 COAT MIN. ` /� RETURN RAILING END WALL ) v / 3-1/� X 3-1/2 X 1/4 _ TYPE _ FIELD FINISH. ADDITIONAL FIELD N / V1'/ (2) 5/16" 0 X S" LAG5 _ - ,( ^' I I ��\ TO WALL PER PIAN 502 COATS & TOUCH-UP AS R!Q D. i i ®TOP& (2) 5/16" 0 X 3" ° I \� ' '( ` �/ AU Paul Frank* Architecture �� \ LAGS 0 SIDES d 3-1/2' GA. 3805 106th Avenue NE a I `t _ \�—- _ Suite 222 RAILING WELDED ANGLE -r—�- Bedevue Wast,mgten 96004-7813 NGL X / --RAILING WELDED A VGLE -1/ -1/ i 4 2 X 2 -- 3 3 �' 1 / X -1 ' X1/4' 1 j -1 2' „ _ 1-_. �_.�, ,� 3 2 3Talephcme 425.803.0792 W/ (2) 5/16 0 X S LAGS 4'' " �__TYP. TR � - F x 4 a803.0934 / „ X • W/ (:1 5/16 0 X 5” LAGSTREAD _ _ e 2 ®TOP do (2) 5 16 0 3 � 15 __�+ I� ®TOP & (2} 5/16" 0 X 3" I LAGS 0 SIDES& 3-1/2" GA. SS 2.1 - 4a / EXPOSED BEAM �� r @J ® LAGS® SIDE:.!I, 3-1/2" GA. !- I -- \ FRAMINGSEE PLAN FOR SI7_E STEEL TIJBING 1 X 1 X 16 GA jD ,a�Q 2 x 12 x 36 PRECAST I \ VERT. SUPPORT CONIC. TREAD W/ EXP, � �j AGGREGATE FINISH _`` \ i P �. -�N ^' PAINT CUT W/ / _ JASCU TERMINEX c e 2" x 12" x 36" PRECAST' CONC. I EXPOSED STRINGER 4' B I _�VUE, C/L STAIRWAY WALL SEE STAIR I / 2 X 6 P.T. SILL iv WASHINGTON TREAD W/ EXP. AGGREGATE FINISH / \f TYPE FRAMING PLAN FOR SIZE ��' / '9�, 2266 GALV. STEEL ANGLES W; 2) 1/4" PER PLAN -� DIA. X 2" LAG BOLTS EA. INTO 2" x 12" x 36" PRECAST CONC. TREAD STRINGER, (2) 1/4" DIA. ANCHOR BOLTS / O EMBEDDED INTO PRE-CAST TREAD GALV. STEEL ANGLES W/ (2) 1/4" DIA. X 2" GALV. LAG BOLTS EA. INTO STRINGER, (2) 1/4" DIA. ANCHOR 5 STRINGERS (NOT P.T.) — BOLTS EMBEDDED INTO PRE-CAST TREAD �^_� ,°° / I� � � ,/ 55011 P.T. STRINGER �I 4'' / �_ SIZES PER STAIR FRAMING PLAN. �? (P.-r. FIRST FLOOR ; I IXif �'� � o (n PAINTED FINISH ° ° STAIRWAY 'HANDRAILING AT LANDING ONLY) 1 • 6 1/2" 3 -1 CONIC. SLAB PAINTED FINISH � � Vote — 1-1/2" - 1'-0" U al-4ll -- -- — NOTE; TOP OF HANDRAIL MUST BE 34"TO 38" ABOVE STAIR TREAD NOSING %I HANDRAIL MUST EXTEND 12" MIN. BEYOND TOP RISER.AND (1) TREAD PLUS 12" ; ' 4. N TYPICAL STAIRWAY STRINGER do TREAD SECTION MIN. BEYOND BOTTOM RISER (UBC 1003.3.3,6) I • ' ° AT 2nd h 3rd FLOORS NOTES: FOR R d� 8 WAGNER, INC, PARTS, CONTACT G5 GRATING SPECIALTIES � �� a 1 �2of -�" PORTLAND, OREGON (503) 244-7171 --- CONC. FOOTING-SEE STRUCTURAL E C KING ARCHITECTURAL METALS 1-800-542-2379 STAIRWAY HANDRAILING AT cz �N � STEEL TUR!Nii 2 X 2 X 16 GA I 1 s 1, FLOOR C ' CENTER GUARD RAILING ------..� � �� ON STRINGER �_ 2 1-1/2" - 1'-0" CENTER HANDRAILING \ J(S�-� `- z so ON STRINGER °/ STEEL TUBING 1 X 1 X 16 GA ��.�`\ 502 n- INTERMEDIATE VEPTICAL RAILS Q 11[aAAlLJ1511:i. - 3"X 3"STEEL POST CAP 1' i 1" 5 / SPACED SUCH THAT A F- 1-1/4" SCH. 40 (1-5/8"O.D.) t WAGNER#5106 BEYOND BOTTOM / 4" SPHERE CANNOT PASS THRU) \ W ap �- STEEL PIPE HANDRAILING RISER �� 0 (UBC 1109.10.11.12) ` > -RETURN TO WALL AT ENDS STEEL TUBING 2 X 2 X 16 GA ` ,� co / � I WALL STEEL TUBING 1 X 1 X 16 GA I WALL - ; - - —� N I tYP cz J TYPE - TYPE -�- '----— 3" X 3 STEEL POST CAP VERT, SUPPORT _GUARDRAILING PER PLAN STEEL TUBING 3 X. 3 X 14 GA PER PLAN - 0. NEWEL POST BEYOND I � WAGNER #5106 ALL STEEL FABRICATIONS: END RETUTO WALL RAILING N i GUARDRAILING GA SHOP PRIME PI.US ('I) COAT , I i 6 1/Z i � t SHUT= FINISH, (1) COAT MIN. � p STEEL TUBING X X 4 t NEWEL POST BEYOND FIELD FINISH. ADUITIONAL FIELD COATS& TOUCH-UP AS RE.Q'D. "r STEEL TUBING 1 X 1 X 16 GA a ---- INTERMEDIATE VERTICAL RAILS STAIRWAY RAILING WELDED ANGLE SPACED SUCH THAT A � DETAILS 3 1/2" X 3-1/2"X 1/4" 4" SPHERE CANNOT PASS THRU) STEEL TUBI G 1 X 1 X 16 GA 1 ' 80TTOM RAll.1-1/4" SCH. 40 ----- I ,- W/ (2) 5/16"0 X a" LAGS b VERT. SUPPORT .- 0 TOP& (2) 5/16"0 X 3" I � (1-5/8" C.D.) STEEL PIPE ' tYP / LAGS® SIDES a 3-1/2" G.A. - �7 AINT CUT W/ STEEL TUBII.G 2 X 2 X 16 GA N /�`JASCO T RMINEX RAILING WELDED ANGLE .... .. . .. 3-1/2"X 3-1/2" X 1/4" A O 2 X 6 P.T. SI:_l i'1 W/ (2) 5/16"0 X�5" LAGS ---0 TOP& (2) 5/16 0 X 3 91 - • - - - . . . . LAGS 0 SIDES& 3-1/2"GA. / ---- i P.T. STRINGER . �\ ` Date 11/5/04 6:13 AM (P. FLOOR ' ;. - - - - . - - - - - T O FIRST FLOGs` Revisions O O � PAINTED FINISH � - ' � 2" x 12" x 36" PRECAST CONIC. ` , 1 PIAN ( t ItCK 1 l.c'.U4 TREA^W/ EXP, AGGREGATE FINISH 6" Rc� �_� , `� 6.1/2" X 6-1 AT X 3/8" - - - � STL, BASE PLATE W/ GALV. STEEL ANGLES W/ (21 1/4"-.._ ' x 5 �s � . . - . . - . _ _ „ _ �` /�~ (4) 5/16" DIA. X 3" / - - � ---- - � EXP ANCHOR BOLTS 1 ' � ��`�'SET STRINGER UVEB SHTG. SS 1 `_�-`---� � " � " 4;P- � � / DIA. X 2" LAG BOLTS IEA,. INTO dr CONN. >N/(2) A34, t EA. � - 1 CONC. STAB STRINGER, (2) 1/4" DIA. ANCHOR [JOLTS \ SIDE OR BC BASE ' i �aFi VF-o. - EMB613i:?EO INTO PRE-CAST TREAD I --- �--. Scare 2 3 0 Q �.--� \ ._ Chavvi 8 Franks - - P.T. STRINGIER � I � RAILING WELDED ANGLE- 2 x TRIM- PAINTED FINISH , � � �I � I `1 (P.T. 40 FIRST FLOOR ONLY) 1 � ,A ?-1 i2" X 3-1/2"X 1/4" o SIZES PER STAIR FRAMING PLAN, o I t , ;, f , Phase CD - - Ci W/ (2) 5:16" 0 X 5" LAGS ° Computer File I ►� w '� ++: " � I 2350.502 Stair Detail REV I PAINTED FINISH ®TOP& (2) 5/16 0 X 3 - 9.. LAGS SIDES& 3-1/2" GA. - \ 11/5/04 6:13 AM ..: . . , . . . _ Sheet EXPOSED BEAM 7 o I �-,3 I - 3�P ---. CONIC. FOOTING- ;EE STAIR FRAMING END OF STRINGER SEE STRUCTURAL x PLAN FOR SIZE A502 TYPICAL STAIRWAY STRINGER & MAD SECTION STAIR STRINGER & GUARDRAILING 0 Copyright 2004 AT FIRST FLOOR STAIR STRINGER @ LANDING AT 1 St FLOOR Paul Franks Architecture 1-1/� _ \r 1-1/2" 1'-0" 1'1/2" - 1'-O" j �^A�h4+acsJwr�'jR .. . . .a:::Asi�`»i��+�s�srser,�, ,. ...._-,.._a... .• .....:. ; I. t ;; I 1 t I I i a• L� �'��TR� ilt Itl! i III tl I t ! 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X 2' LAG iiJ.]�� SCREWS INTO POST 2 X 2 X 16 GA STEEL ' " j - - ---------- STEEL GUARDkAILING ., /- RAILING A503 STEEL BASE FLANGE j SET SCREW& 2-HOLES Paul Franke Archi>secture (2) 1/4" DIA. X 3" LAG 3805 109th Avenue NE A503 I5/8" (2) 1/4" DIA. X 3" LAG 3 = WS INTO BACKING SCREWS Suits 222 SCREWS Bellevue Waeh n®ton 88004 7913 aZ RiNAY ,.�, - 1/4" RAD. TOOLED �� felephane 425.803.0792 1 LAP SIDING r � CONC. EDGE >,x 425 8010934 f � I � ALIGN GUARDRAILING---' DECK @ CORNER W/ TRIM 2x8 �A -STUD PAINTED TRIM �� Bi LEVUE, WA5HINGTON INSTALL SOLD BACKING GEX 1�0 MIN PER UBC 605.6.3 PER STRUCTI URAL ��' 2266 FOR LAG BOLTS /� FOR H.T. CONST. (FIRE RATING) OF co DECK @ WALL PAINTED FINISH. CENTER ON POST STAIRWAY LANDING EDGE & C GUARD RAIL � ' DECK & GUARD RAIL PLAN C/L ------------ - --- DECK POST S 1-1/2" - 1'-C1" SCALE: 3 • 1 -0 0 _ __ _ ----C/L tL+ --�� DECK POST U I I � I DECK POST �' DECK PO:T ---- -----_ 3 5/ .. ,q• cc - 2X2X16GASTEEL 2 X 2 X '6 GA STEEL - cz 2X2X16GASTEEL — AAILING _2 X 2 X i 6 GA STEELIF—IF RAILING RAILING �/r RAILING �j STEEL BASE FLANGE 1fj STEEL BASE FLANGE — \ -�� SET SCREW& 2-HOCKS �---� SET SCREW& 2-HOLES STEEL BASE FLANGE .-----------f � (2) 1/4" DIA, X 2"LES STEEL BASE FLANGE (2) 1/4" DIA. X 2" LAG � so SET SCREW& 2•HOLES ' -- SCREWS INTO POST SET SCREW 2-MOLES SCREWS INTO POST I (2) 1/4" DIA. X 3" LAG I (2) 11/4" DIA. X 3" LAG I a) C a-' SCREWS SCREWS I 4 cu 0) v 1" X 1" X 16 GA. STEEL 1" X 1" X 16 GA. STEEL z p INTERMEDIATE VERTICAL RAILS INTERMEDIATE VERTICAL RAILS 1" X 1" X 16 GA. STEEL. SUCH THAT A „ INTERMEDIATE VERTICAL RAILS 1" X 1" X 16 GA. STEEL -- SUCH THAT A 4" SPHERE CANNOT PASS THkUHERE o v INTERMEDIATE vERTIGAI. RAILS CANNOT PASS TNRU SUCH THAT A 4 S, HERE CANNOT PASS TNRU ~` d I I (c :4K,H. THAI- A 4" SPHERE o�d CANNO T PASS TNRU N F CZ 0 a v k Q i idi�2s[! I I N ` 2 X 2 X 16 GA STEEL '-4� I / - 2 X 2 X 16 GA STEEL RAILING �\ 2X2X16GASTEEL 2X2X16GAS"FEEL C) RAILING ' RAILING / RAILING I I I i STEEL BASE FLANGE STEEL BASE FLANGE ^__-._�� STEEL BASE FIANCE --- --. I I I STEEL BASE FLANGE SET SCREW& 2-HOLES SET SCREW& 2-HOLES STAIRWAY SET SCREW& 2-HOLES `� SET SCREW& 2-RULES I � I �,-- 1/4 ►3AD. TOOLED S r \ \ I I (2) 1/4" DIA. X 3 ' LAG (2) 1/4"DIA. X 3" LAC \ } ! CONC. EDGE (2) 1/4" DIA. X 2" LAG (, SCREWS INTO POST � �� -- (2) 1/4" DIA. X 3" LAG �� SCREWS INTO PA.�T v- � QQ�� L'- 1/4 RAD. TOOLED 1/4 RAD. TOOLED SCREWS 1/4 RAD. TOOLED SCREWS I chi DECK CONC. EDGE CONC. EDGE CONC. EDGE GUARD RAIL DETAILS DECK SLOPE 5 ? � ' DECK SLOPE 2-1/4"TO 4-1/4" .-..--•-- OPE 1 H 1 H [BECK SLOPES 1 _�� L___ ___ 2 X 8 P.T. (NO INCISE __..__. - 2 X 8 P.T. (NO INCISE 2 X 8 P.T. (NO INCISE. MARKS) --2 X 8 P.T. (NO INCISE MARKS) MARKS) --'--- --- jil MARKS) __._-- PAINTED TRIM { i P.41NTfD TRIM PAINTED TRIM , PAINTED TRIM I M« --1 X BLOCKING 0 1/3 POINTS 1 X BLOCKING 0 1/3 - '� � �. Date 9/15/04 7:4� AM """"'� , �� •�_�26-GA. SHEET -ReNslons i TO SUPPORT 2 X 8 TRIM POINTS TO SUPPORT 2 X j P.T. BEAM PER 5TRUC;URAL METAL FLASHING INSTALL BEHIND FLASHING 8 TRIM. INSTALL. BEHIND \ ' 26-GA. SHEET AT WALL "AIL TO TOP FLASHING ti METAL FLASHING OF DECK. INSTALL 2-112" 26-GIA. SHrET 3 / NAIL TO TOP DECK MEMBRANE �� P.T. BEAM PER STRUCTURAL-- METAL FLAS14ING 26-'"A. SHEET -�� / -P.T. BEAM PEe STRUCTURAL N 3�� OF DECK. INSTALL r" .vER FLASHING 3 6 X 10 MIN. PER UBC 605.6.3 NAR.TO TOP 3" 3 METAL FLASHING r X 10 H.T. PER l(FI E605.6.3RATING) DECK MEMBRANE , ' FOR H.T. CONST. (FIRE RATING) -•-1•----• OF DECK. INSTALL 3"NAIL TO TOP FOR TE CQNS'f. (FIRE RATING) OVER FLASHING __- PAINTED FINISH. I Df CK MEMBRANE OF DECK. INSTALL PAINTED FINISH. I -- P' I+ CENTER. ON POST- �� 2350 (INTER ON POST I OVER FLASHING DECK MEMBRANE ! Q. __--. Scale_ -a _ U- I OVER FLASHING iDrawn B _ -Franks _ Computer=File P, 2350.503 GtRardrolilnp 'r DECK EDGE & GUARD RAIL DECD. EDGE & GUARD RAIL DECK EDGE & GUARDRAIL Shut 9 �� la 3 DECK EDGE & GUARD RAIL EDGE 7 � AT DECK POST AT BUILDING CORNER AT RAKE EDGE AT RAKE G .. .,. . ,. . CORNER D C 5 3 ----w 4 ,� 1-1/2" !�-O" A 5 1-1/2" 1''0" 1-1/2" A 1'•0" 1-1/2 M V-0" l c;,pyrlpht 20104 Po.0 Franks Architecture •.. - .. __ ... _.._.. r-r.ww.w..p�,.e.vl.ex ,,I.nM "IIFn •JlBlmc + ... , .. t¢ � .. .. W, ,� �, .. «"'.7+.f7�MYt.�'IN' '�v'�+wl•v III VIII illill1n11n a ;u11 I III II l 1 nlnl Iu I i �014L nr ST" I i I I i I 11 I . + (;('� I. I ( I III III; I I I I 11 I II 11 null I I I III II I I I Ilillll II illi III In uIl I!I! Iln Iui IIII n I III III II InI t I II{IIIIiI i 9 !� ICI 11 12 Is 14 If! 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PAINTED / CANNOT PASS THRU W ��' FINISH FINISH I I i U m I 0 cco m 6 ' 'i� ., �� .r r I M M i+- m c-, m p m I I I t I c DECK DECK v _ � � � LANDING Paul Franks Architecture � a --� -, w 3605 1081h Avenue NE Suits 2:2 _ 2 X 8 P.I. - - STEEL GUARD ___. __ 2 X 8 Bellevue Washington 68004 7813 X 8 P.T. - I r _ - NO INCISE MARKS NO INCISE M kRKS - RAILING. PAINTED NU .NOISE MARKS M - VERTICAL SUPPORT' PAINTED TRIM �� INSTALL GUARD PAINTED TRIM FINISH � PAINTED TRIM Fox 425 80 ,09 803.0792 \ ! Fax X32.,803.0934 kAILWG LEVEL CENTER OF SPAN. aLUG END �'` _ _ P.T. BEAM PER STRUCTURAL --f-- -- - - - BEAM PER STRUCTURAL r -- DECK SLOPES 1/4" / FT. PAINTED FINISH -� 2 X 8 TRIM SLOPES TO MATCH PA!NTED FINISH DECK SLOPE � D 4 PA F/ S �t1 DECK GUAR® RAILING ELEVATION DECK GUARD RAILING ELEVATION STAIRWAY GUARD RAILING s BELLEVUE, _ 2 WASH NGTON SCALE: 314" a V-0" SCALE: 3/4" ¢ V-0" _ ELEVATION _ $ � 2266 3 SCALE: 3/4" — V-0" _. OF cw 6 NTERMEGIATE VERTICAL RAILS A503 SUCH THAT A 4" SPHERE U) STA1RWAY.j.MINW5 CANNOT PASS THRU Minna 3" X 3" STEEL POST CAP ----- STEEL GUARD r� WAGNER#5106 RAILING. ^TINTED �'`� , FINISH TS•3 X 3 X 14 GA---------=-,A NEWEL POST ^ _ l 7; t!_Aj1�(� AI IN — E C. Cly vt C3 1-1/4" SCH. 40 (1-5/8"O.D.) t c j N STEEL PIPE HANDRAILING (UBC 1109.10.11.12) M r. 3 0 c a m m cfj O A50t_ '. Q ! o6 9 E- � � �� ( I ' >12) LLUji I 2" x 12" r. 36" PRECAST -- { t H E CONC. TREAD W/ EXP. `� _ 3rd FLOORa) c_ 1. AGGREGATE FINISH LANDING 9 0 '' SIZES PER STAIR FRAMING PLAN. ----- PAINTED TRIM PAINTED FINISH - -__ - -- BEAM PER STRUCTURAL Ci 0 _ viPAINTED FINISH f; LL. -------------41P (Z 6'-4" 0 3rd' FLOOR STAIRWAY LANDING GUARDRAILING #{ N - GUARD RAIL ELEVATION _w - 1 ELEVATIONS SCALE: 3/4" - 1 -0 , _ I Dete_ 9/15/04 8:27 AM Revisions Drown Phase C� Computer File - - -- aa' A ?.350.504 Guardtailing 9/15/04 8:27 AM Sheet 1;ry of � I A504 ____ �capyrlAht 2004 ��-- Pet!I Franks Architecture Nil f�'4�',°;, ' ', _,;. .., ;._, ,,,.,; . { I � I IIII II i I I I III 1 i I ! I !' jfi fl ! ! II�1111 III 1111!II1111 IIII III II►111111 {IIIIIIII 11111111 Illl�illl lnl 1411 II II III Inn I 11411 '1 d ., 9 _ II 111 I,III II II n I 1111 n nl Iff I { Ilfl 1!I III fi. 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(y, A�F y n i, — . i 4w,,..ws.J,6_•...._,._ .-wall,._..r.-r..,.r_..-....-••sr �. - C/L PARTY WALL _ -• FIBERGLASS SHINGLE ROOFING ATTIC VENT PER r / l OVER SHEATHING PER STRUCTURAL ROOF PIAN �� '-` "'= .-- CITY OF fiGARD PRE-FABRICl.i ED ROOF irlun axinrbuildlgn height-3 stories or 45 feet. / TRUSSES PER S'T'RUCTURAL -JWldW hli-The vertical distant. m ed above a reference orrtumdnur 1 _.._.._ ..._ 12 r 12 / to the highest point of the coping of, urt rtwr or to uK deck Ura of• 1-HR4.5 V +,�/ " 1 �, 4.5 � , mansard root or to thea bli rat the her..v GAI of s pntc:heC on NS q AT'TiC VENT PER hipped roof(See Figure 19.120,?). The reference return shall Ge selected U.N.O. ` ROOF PLAN by either of the following, whictwaver yiI a greater r,oignt of budding: W ' III.Tfw al •J» evii of nigNst adjoining sidewalk ur ground surface within r 1 1 1 five-foot horizontal distance of exwilor wall of the buUdng when such ■ AVERAGE HT. OF HIGHEST GABLE J // sidewalk or ground surface is not more ttun 10 hat above wwat grade; I,, b,An alsvauun tan feat higher then the lowest grade wt an the sidewalk o, •-� `AMC •0� ,` ` 4 ground rurlate daecriWavl d In runewn(A)of this subrectan Is more then N pp A70 10 test eDove lowest graft. Tne Mpht of a stepped or arrw,'od bwWi•,g M f A701-1 * tha maidmum h41I of any segrrient of th3 WWII 1^ 1 c.� TOP PLATE , - -- -•--. "" "' r ------ "T-- NON-FIRE RATED ATTIC DRAFT STOP SEPARATING •, '� GUTTER 5C � DWELLING UNITS IN LINE _ - A?01.1 WITH THE PARTY WALL ~ WINDOW 80 (USC 708.3.1.2,1 6 310.".�%) «' c TYPICAL o� a FIRE SPRINKLER 3 O fJ WHERE OCCURS y-HR io If �hIard FLOOR S ��R — 1-H7uR FIRE RATED 'r I RWlrl I lal(� UNIT U•N.O• DYAWNG UM EXTERIOR WALL Q T.O. SHEATHING __ ---- T.O. SHEATHING ___ W --- - -- - . r I Paul Frank* A,.hlteoure 3905 108th Avenue NE kms" Suite 222 '' •- Bellevue, Weehington Q81)04-7813 &' 1-HR WALL TYPE Telephone 425-1303.0792 13 � INS U N O WALL TYPE PER PLAN Fax 425.803.0934 Znd ELMPER PLAN9W F fa, QW�� R Q1�IIF1 t INL� IINI'T T.O. SHEATHING - - -- — ------- z r-, TYP. v � i•� E. FRA e BELLEVUE, j, WASHINGTON 00 I I FINISH GRADE 9�, 2266 1 U.N.O. SLOPE 2%MIN. �F 1 at FL 0R AWAY FROM BUILDING I ' - Q�(E!!! , Il'Ni7 nWEl I GIT -- - T.O. SLAB . . _-— - GRADE PER CITY ()F TIG/!RD . X * T y r� • , ' "°� ' LOWEST POINT OF ELEVATION OF THE i` :K ;' i Y� >;aS`r .5'S Si A"�YrYl;`K`r*.5xi':r %i >i;�i> >i.✓,�y+y>>> »:, :a,: '^i, r ' s � . .. . FINISHED SURFACE OF GROUND, PAVING OR SIDEWALK WFTHIN 5-FT. FROM I _ 2 �.J THE BUILDING A602.4 ��-- FOI�i:Oe71pN PER STAIRWAY TREAD A RISER 12 �� ,. STRUCTURA' - Not Stairway f ---v--' A705. UNITS A. B & C BUILDING SECTION - I • " ,antrih Ej I " i 1 st•2nd -3.50 In, 108.00 In. 111.50 In. 1 2nd-2-1/2 108.00 In. 161.50 in. 5:x.50 in, SCALE: 1/4" as 1 '-0" r1QI� 8 0 I _FIBERGLASS SHINGLE ROOFING CL rC/I_ PARTY WALL OVER SHEATHING PER STRUCTURAL (D 'UNIT NUMBER SIGN: E -PRE-FABRICATED ROOF 4-INCHES IN HEIGHT . MOUNTING HEIGHT Y-G" M c"J 12 12 / i A.'F4, PER iI-1109.15,2 .- 4.5 4�s TRUSSES PER STRUCTURAL �� -�. _ C 5 ----- -- �J RATTIC VINT OOF PLAN CZ PER C MANUAL FIRE ALARM PULL STATION 1-F1R I PORTA'FiLEFIii EX"TINII5F�ER$ � p v CABINET. REFER•f0 STAIRWAY PLANS C ` FOR SIZES AND TYPES I V AVERAGE HT. OF HIGHEST GABLE NON-FIRE RATED A-I-TIC --� eS�.DRAFT STOP SEPARATING �!DWELLING UNITS !N I.iNE 1 SEE DE TAIL '� E WlTI1 THE PARTY WALE . N • F, (UBC 708.3.1.2.1 & 3 0.2.2) 1 CURB BARRIER FOR N.C. ACCESSIBLE ROUTE A7 T r ER P. P }-••• (� STAIRWAYOBETWEEN N FROM N27-INCHES TRY TO R 80-NEAS DCHES �` P PLATE � - -�- Cn TO PLA _ „ USC 1109.4,3) >1 C 111111N1'FIXTURE i __ . - GUTTER • I, a _. -- _ _ L LTJ Z _. _ _.__ __ ' A707.1 "'-,.-^-:-�_ • - � A 703 1 �,� � Fr r , e C W TYP. r _ _. _ JLJI - r I - . SIM. 6 _ - - SA i _._._. . A7O3, - --- .._ -- A503 I 3 t _ ,- 1 - _ A50. �. L I L , t u --- I - _ 14 �+ T.O. SHEAT MIG _ _ ..., __ _ _.. P � --- - _ A`-' __ _ _-__.._. __ .- - __---- - _ -Y - _ ` __ - _ _-_ __— I L.DI NC - r BU b -- - - - _` __ _�_ W I� ----r- - _ _ - 703. 1 - - - - _,_� SECTIONS 5A1-03 ---r- G� 1 , ._. .___ �_ a 2 _ _ --- ---- - ' Q � �_ e __.i _.. THRU UNITS s _ LL TYPE B ' - _ _ _ _ -- - LWALL' LAN -. I� _ -- - -•fit 1 j! ----- .�,t• ---` -,�` 2 _� _ -_ - - A7 2 ' _LAMM- WHERE SHOWN G PLA 3 -- - L_•_J - - -- - _ % ---- - --- ---- - -------- - -- - - _T.O. SHE-ATHING --- ON ► N _ - - - - ._ __ _ - =_-------i•_- _ _ _ _---____ _ _— __" .-- - ----_.___.__..-.._._- -- .___-._..._._� i Dots 11/7/04 ?,45 PM _ I � Revisions z -- - -- _ _-_____ __..__.. I PLAN CHECK 11 2 04 3 r -- - A703. ----t-- 1 1a• I STAIRWAY STAIRWAY -- -- _- - --"_ - e _-� ENTRY TRELLIS .- ENT1tY 1'1!E __-----__-- _ .._._.- .. __ -___ _.. _ _-___-_____._. `_ -_^___ - 1—�� __._._. . . _ _ I10No. 230 Iy -- ----�- _-_.- ranks - -- I Il I , � � - _ ---- 12 - �- , ..'- 1 .1 n Tir:wn`� F ' oseCD ' __•__--_ ___.__------------ -- - __ ___ - - --- - --- --- �..... _., ._ _._ _- - - - ----- 1 iter File _ T.O. - - ..,, ,,, - , • : , " 2350.601,1 Unit AB SQOtlors �___ .. .� - - - vt fef' rjdv�'nr ' eoitfr .Szf. ne'ife }yia e�fat�nFIf �fM .FI� !FaF!�! #i �C v , •1 n e7 " 4 11/7/04 2:45 PI►i A70. 1 >� 1 Shoot h i GRADE PEP CITY OF TIGARD ---- 13'-10" —� a'-0" _— __. 91_'0 . 13'-10" — 1 L. . .r .J � e k i LOWEST Pi OF ELEVA'1"OF THE 1• - L A - - - - - - - - - - - FVNISHED SURFACk OF dtOl11VI�, PAV1N4 , LEVEL SLAB LEVEL SLAB 4 13 - IT - _ _ _ A5•) A7 5. A601 - 011 Wr M S-li FROM In If, QALM UNITS A B & C BUILDING SECTION O Gop,rlght 2f:�A 2 y Poul Franks Architertvra SCALE: 1/4" w 1 t-On • t:I11 Il�fill lllt�l III i I� II I l TI I TIl. I II I) ! ! i II 1 III I UTI{ I I�lil ItIlllilillliilflll II711171""-' If f Illi 11 ► T111111i, IIIIII! I I'I iiii ih fy f0 I i f� 13 14 la f� 18 19 ?,Q 21 R2 2a 24 2B �Ia 2� ?_9 ?_9 O I m,.l em AL 1 r: r yr� 1 r - - S 1 i • y% ' _ _-_.._, ..w. +h.. . _. _:. _ ,,.:r .qtr,. k.Y... .,u.. .,,,' .. _.... .,..._.. ,.... _.,... ,._ ..:..-_:. ..: _... .,. ...-__. -.-._..._..._._........._..,__,...,. -..•. _._.,... ..-__,_.,_..__---_ _._ _.._-..-.-_....,.._., ._.,..,,....._.-.._.._. .,._ .._.,..__. .,r .._ ,.c.- - t' N - -- C/L PARTY WALL NON-FIRE RATED ATTIC: )RAFT 12 STOP SEPARATING ,• •. DWELLING UNITS IN LINE ---WITH THE PARTY WALL TU.N.O 4.5 (U@C 708•' 1,2.1 & 31U.�.2) -- FIBERGLASS SHINGLE HUOFIhG OVER SHEA fHING PER STRUCTURAL4.5� / 12 4,5 - PRE-FABRICATED ROOF -*' i'� TRUSSES PER STRUCTURAL 5 � ; ' �AVEkAGE OF HIGHEST GABLE (� 1-HR d 12 7 Ld GWB ON "ER, CAL 44 -- -- - •, � - \ � � `• (A7(1-1 1 4 VL SURFACE SAME AS � � K (iIJT c C,IJTTER 1 I ROOF / CEILING Te ,r i ASSEMBLY -- SLIDIIG GLASS ;5C FIRE SPRINKI_IR <1 O -- SLIDING GLASS M go DOOR A 01.1 WHERE OCCIIk' 1 HR ; DOOR r h' {. 3TYPICAL - TYPICAL 1 `� 1 -HR _.... INS a 5 -,� � 1 -HR CC 1 -NR i ? INS o I A,ol; A7o� I d EL= u.NJD. � 1 z � ,� < T.O. SHEATHING D!IliEWl�iG UNrI _- - --- - - - _�. - - - T.O.T O SHEATHING � at k-l —Ab� 0 ' 'A L SLIDING GLASS A50 o Is Paul Frank* ArchlteOure - I- - - SLIDING GLASS 1-HOUR FIRE DOOR '�.•.� 9 055 208th Avenue NE c r, �� DOOR RATED ,. 3 TYPICAL Z Bellevue. Washington 08004•7613 CIOg _/ TYPICAL EXT ERIOR WALL I `'1 a r' 0o J VVHERE SHOWN S __-.\ - \ 1 -NR WALL TYPE S Fax 425 603 0934 WALL TYPE Telephone 425 803 0792 ON BUILDING PLAN - � � -HR PER PLAN 1. 1-HR 3 {� INS PER PLAN �i'.�-E ' � 12 M A7UG \7U3 1 FOWE1L' O'�Gr ff''��rrrr U N Q DWELLING �1/4 T.O. SHEATHING ---- AC 1 A 7U3 1 A 703.1 A706 - `� PA / - -_ y� ENTRY TRELLIS I �.—-- FLUSH ENTRY 2A-C - SLIDING GLASS Ei LEVUE, I �M : DOOR FACING STREET ; 04pR a +� r A7U3.1 ' 5o r � TYPICAL 0 1 ST FLOOR TYPICAL 1�'ASHINGTON _ FINISH GRADE 2266 �� 00 I ' / SLOPE .'9b MIN. L II 'I � U.f1�.0. 12 2 A`JUAI FROM BUILDING �� C' PUE3LIC STREET ; all�ikil i I.♦ FLOO NG L1N[T nw G UNrr `q1/4 THIS SIDE �� T.O. SLAB QVV r- -- ---- - i •o•'�•ai • •DiDi�i w4iai QQi�i, • + •d•8ipi�iAi • • • • •�i�i • • • • �i w •Q QiOi •Ai • • • °i • •�i • Di°ipi�i `.. _GRADE PER CITY uF TIGARD LOWEST OF THE FINISHED S POINT FACE OF GRO NLD, PAVING 20'-0" - _ FOUNDATION PER OR SIDEWALK WITHIN 5-FT. FROMC (J i` -------- - 1 A(iU7.t T _- MIN. FRONT YARD SETBACK STRUCTURAL THE BUILDING PER CrrY OF TIGARD �n 7(1 7 � `._../ BUILDING SECTION �=+ DECK @ UNITS A B & C SCALE: 1/4" - 1'-0" �__�___ _ co I • 12 Flf;tkGl ASS SHINGLE ROOFING 1 4.5� 12 OVER SHEATHING PER STRUCTURAL C I I-HR a �4 5 — PRE.-FABRICATED ROOF � tl) INS TRUSSES PER STRUCTURAL Co ad U.N.O. / '10,00 ATTIC VENT PER r q '� 0 LJ � I � R')OF PLAN 5 c > Cz C 1-HR a / s•� 0 1W. F- a vi A701 1 O v �,. 0 3 > - - --- NON-FIRE RATED ATTIC DRAFT -------- STOP SEPARATING � ` I;wE.R > GUTTER DWELLING UNITS IN LINE P - SLIDING GLASS X17 1.1 WITH THE PARTY WALL - - SLIDING GLASS ( O DOOR (UBC 708,3.1.2.1 & 310.2.2) DOOR �5 0`0 ' .T q TYPICAL WHERE OCCURS 3 TYPICAL t� 5 1 -HR o Q 1 HR w J 1-HR INS Ln U.N.O.:r. rd FLOOR I ��1,4 i W Qw�NG UNrr �+ T 0. SHEATHING _ _ - — .______.��._____.____ --- T.O. EATHII�C, G d BUILDING -- , v T 5H ' M y�J M �+� �— � 1 '� /� � �,\ � � � ►1 SECTIONS (ONS a ■ \ 1 i THRU UNIT A.06 A7031 A703.1 A706 a - -- -- DOOR SLIDING GLASSLIDINr, Y 1 �_� �+-- --DOOR G GLASS RATEDR FIRE 6 A7Ut3.2DECKS TYPICAL TYPICAL 3 EXTERIOR WALL 1-HR WHERE SHOWN WAIL TYPE K � WALL TYPE 1-'HR ON BUILDING PLAN 1 H INS ''�� PER PLAN PER PLAN 12 M U.N.O. : iiLaiu'mUNG�l]LJL __._� ''rZJ 114 _.._ , M ' Date UK 9/10/04 3:57 PM 1.0. SHEATHING ----- . ---. -•_--------- - — ReNslons - ---------------.---- _ , - :Z_ � 1 A Boz 1 A706 � PARKING LCT - A706 A703.1 `- 1 r - SLICING GLASS I THIS $SDE r i . FLUSH ENTRY ,'A C ` F ENTRYTR LL-IS DOOR FACING STREET DOOR A 7 3.1 TYP{CAL. ----- bo I TYPICAL ® 1ST FLOOR 4. •� � FINISFI GRADE ,,__., •fie _ 2A_C 1 U.N.O, / SLOPE 2% MIN. AWAY FROM BUIL_ LNG �a'N' py �� - PUBLlC STREET 3 A ro3.1 l,L�l t,3 -- 1/4 yi i _ ____--- Computer F'Ne UNIT P PIR T!-;!S SIDE 91 _ T.O. SLAB 2350.601.2 Unit AB Sections A t M:i. - t• 9/10/04 3:57 PM W. HIGHEST SIDEWALK ON Sheet a! 10`,0', I I FOLINDATK)N DRAIN GROUND WITHIN S' MIN. FIlOtJT YARD SETBACK 1.•.•...l ..•• BUILDING SECTION 20'-0" - `� FOUNDATION I'ER �_ _ _.p__— _ I A60Z.4 STRUCTURAL SEIINACK J A601 m 2, s` MAX.QOM YARD DEVELOMENT A705.2 'T _ O Copyright 2004_ z.� PFR CM OR @ DECK @ U N. D 2 Pec1 Franks Archltectwo CODE£:,TABLE 4,0130 (E) FOOTNOTE 5 - SCALE. 1/4" � ,yy ,t + r M1i,�� 'W ➢ � y � � r �'"ti iY S �, 1:$4{M#.�..:L��,,� °`: .. - ... .__. ,...._..-........,nr+.'CS "_" .., —.... .. ,....•+w.w,.... .. .Y��d�.l�rnyfyJ�iU,` df, A , an....:.--..-........-....••. •..– _,...-wUasn,w. 1Rw'+ r____.__-.__.___,'..•.•AR •..,..,...+._,w,.<,.– _, _..._._.....rn ._._._,_-...---__..... __. ..,x....-. -..__. .. 01,11111111 �,., . . :.... . . - i LC CtYI I ILII li�l,ll'►II! till illllll I ill I I dill ► ! 11 I i ( I I I , I Ii I, ' , III ,SII) I t ILII IIItItIIN I) I i I IIIiI III I I ► I ILII I. r. - AIB�U"STRIIa I E7 i I r f I I a j +a 17 I e I ao , z 7 a s 2 5 +J 27 28 z� - rr - �k R �iFY 8'a�"d t �7%'.;'a a ,>x Y'�++" l^Y 1 { r ,•,:eq e ,. .. , a„ �t t V, I syr. ATTIC VENT PER ROOF PLAN -- FIBERGLASS SHINGLE UT C* Tµ,AkD - - ROOFING Wwirrwm huildlpn height.3 .tortes or est 12 —� OVER SHEATHI'lG PER - T he vertical distance.t,, +.c reterYrru datura meeaured to the highest point of the coping of a not:wt or to tris ueck line of a .5 1-HR 44.5 STRUCTURAL mansard roof Or to Un&w&U K_LAghtnittra biDUAtt.011110of a pitched or INS ATTIC VENT PER hipped roof(Sre Figure 10,120.1). "Live reference dewrn shell be eeNcted W I J ROOF PLAN by either of•ne lollowkrg,whichhe ever yields a greater 1pha m of sping: i U.N.O. �- � — _ t'RE-FABRICATED 1200E a. The e!evaUon of lite hlphart edrolnmy swewetk or ground sur'acc wlthsi s t ! 1 AVERAGE HT. OF HIGHEST GABLE r- - `\` f hve-foot wirzonta distance of arttenor wall of aro budding when ruch L u we ----- - TRUSSES PER STRUCTURAL rr / yj s wNk or plourtd surface U not Hare trier. 10 het chow wises;greM, r^� _ / mss,` O b An elevabin ten feet hrgtwr then tRa o'west greae wher the sidewalk or - 1 N _ �'' 1 ArX 4rouru surface d*Witmu in subdmm�on(A)of this subsectx .more than J Q 1- —�.. N ! I 1 I q toot abovu lowest grwie. The height of a.teppeo or terraces owldlng n L I j — +'� `-`. ! the maximum height of any sogrrtenl or the buxding r. _rte i NON-FIRE RATED ATI"IC DRAFT ____ 1 STOP SEPARATING GUTTER 5C DWELLING UNITS IN LINE .- A 1.1 WITH THE PARTY WALL WINL7�)W 00 00',` (UBC 708 3.1.2.1 & 310.2.2) 00 fYPICAI = ' w r' FIRE SPRINKI.Ek 3 r Op OQ WHERE OCCURS 1 -HR ��,� �� p 1-HOUR "TIRE RATED 3.Y.i.� INS U.N.O. EXTERIOR WALL �t ow�Ng� � T.O. SHEATHING QWFI 1 INC; UNIT y '� - -' -----------.____- • __- . _._ __. . -_••_.... .._r v _ _ T.O. SHEA7H!NG to a� c 3905 t U6ch Avenue NE Paul Fra:1ke Archttec�t�ure rn I v •- to Suite 222 3 E'4 ii9vue Weal ngton 96004-7613 to G io ' co 1 -HR , WALL TYPE T•lephane 425 803.0792 WALL TYIE Fax 425 803 0934 INS PER PLAN Znd FLOOR PER PLAN 3: ,�`�. � U.N.O. , f" QWELLJW UNIT j T.O. SHEATHING - - -- - 1 —'--- -OYD PAUL. KS V WASHINGTON oa 07 f INISH GRADE 'q2266 ` 1 U.N.O. SLOPE 2% MIN. f� t Fs LQOR ` .�� AWAY FROM BUILDING ��' (01 l I ( UNIT IIWFI I ING UNIT ( 1) UNIT NUMBER SIGN. J-_- T.O. SLAB ^. ,. , ,• �.n. o. .a. .o,c.o.o. mi�4, HEIGHT . ti1GL'Nl'ING HEIGHT 5' 0,. A.F.F. PER 4-INCF��S IN GRADE PER CITY OF TIGARf) � � ;, �",. . . . « . . . . . . . . .2 . . . . . . . . . . . . . . . .�•.-.� . . .� .`� .� . . .. . '. »oaioo. .o. �'» . . R.P.M..o. . a. .4..Q, . , 4 . . . . . . .. UBC 1 109.1 5,2 Vol LOWEST POINT OF ELEVATION OF THE r.f.'r•, I FINISHED SURFACE OF GROUND, PAVING \ , 1 OR SIDEWALK WITHIN 5-FT. FROM SEE. DCTAIL q 707 1 '� ` _..-' F!i!JNUAT{ON PER THE BUILDING rl 1(, l STRUCTURAL STAIRWAY TREAD d RISE ��— �--J MOUNTING HEIGHT 5'-0' A.F.F. PER . BC 1109.1 5.2 li ' Net Stairway TreO��— -----•• ) I BUILDING S t CT I 0 N�� UNIT D /;1 MANUAL FIRE ALARM PULL STATION � ~ * T No. Height 7" m No, !encth Each (1 min) Lanath Total \`/ REFER TO ELECTRICAL DRAWINGS F �`1 75 F1oor 1 st-2nd l -3 50 in, 108.00 in. 111.50 in. 1 7 in, 1 _ 1 1.44 in. 16 i1n• Cl)—SCALE: 1/4' 1 '-C" 0 2nd-2-1/2 108.00 in. 181.50 In. 53.50 in. in. 7 11.00 in. '� _._.---- --- FIBERGLASS SHINGLE ROOFING n PORTABLE FIRE EXTINGUISHER dr � l 'I-3rd 1 1. 1. 1 �„fir._ ,5 in. �_ 6,F`.= ��l• 7 11.00 i►1. - 77.00 i11. �-' OVER SHEATHING PER STRUCTURAL �-'-1 CABINET. REFER TO STAIRWAY PLANS, tT � r FOR SIZES AND TYPES _ 7) N PRE-FABRICATED ROOF - � 12 -----^- � • , ' TRUSSES PER STRUCTURAL SEE DE•fAlli -� t N G I I Cz 4.5�/-' '? ATTIC VENT PER 4•` / 1100" PLAN 1-HR 4 CURB BARRIER FOR H.C. ACCESSIBLE ROUTE C� -, PROTECTION FROM ENTRY TO AREAS UNDER G f W 5l 12 � `j STAIRWAY BETWEEN 27-INCHES dr 80 INCHES r 4 AVERAGE HT. OF HIGHEST GABLE 4 5F-'� UBC 1109.4.3) L �/ - _ ...__-- - -- -- - ---- - --- - - -- _-- - —_ NON-FIRE RATED ATTIC -' I ,.. DRAFT STOP SEPARATING DWELLING UNITS IN LINE ~� S;pw - WITH INE PARTY WALL 9 �• I t �'. 1 � . - ro - II n 701.1 I l� 5'6 (USC 708.3.1.2.1 & 310.2.2)�� N 1 ®I�c � Q '' A204 I ; r W SIM. TYI'. r �, ' • C/L LIGHT FIXTURE 1,.,,0 r1 r 1, 6'-6" GUTTER to Ai03.1 j 6'-0" 51_01, lit I \` j d Cz 3 X 4'a i o li co _ ! SIM. T iJ $A `\`` d I� h 6 1•HP ASU{ • 9 j 3 q dI A503 �' i ` 4705 to 5o - - -T.O..0. SWATHINIi \' I '\• y ... .�' 3 _. N A705.1' BUILDING r I r ^ 3 SA in a ISECTIONS T - ,,� 1� � Hf1� TNRU UNIT �; 1p��! , . • [{ _ I WALL TYPE to Vl w t : 1 - PER PIAN r^`� TYPE D ...,�._ _ �- \� � � d n 50? .,e e HI'm .�: �. � ;. ��,�iLa1.�3SC8�li1L�1i ;� T.O. SHEATHING1-HP 1 iD�L. �\ l WHERE SHOWN ON BLIILDING PLAN _ �, _ _ _ _ __ -- - - � , ' --• --�-- , Date 9/14;04 7:46 AM Revi9kxs STAIRWAY , ENTRY TF ELLIS t •- STAIRWAY ENTRY TRELLIS .3 i a - r Drawn ByFranks 12/ /• \ 12 • -- ICD � � � C11L�;.. � Curnpute0rl Ile 1.0. SLAB - ---- - - — - - -- - �: _ - 23526 3 Unit [? Swcticxta q.vv� vvqq.. .q, �.y v� y,�,y,y.y +gyp. v�•� vw�,r{, v�K+w� +� q, v�M�.� v I I .__ __. of n nnrrri',f��nnnri ifnYrfA�fefrFrf� rFir'�fits �f�iAIeJIee4cirf �frfK�f �zf.lfa�f ff ' r f 1 � 9/14/04 7:46 AM ' , •t r I 1 r _ - - ` 1 A7 3.1 r I ; Sheet � �- aRADF PER CITY OF TIGARQ LOWEST POINT'OF ELEVATION OF THE 1 1 _ FIND SURFACE OF C,RUUND, PAVING L _ - 13'-10" -- g_p y�-0 13'-1A'r L _ _ .� -_- rA601 . Oo SIlOEWALK Wfl?11N S-FT. FROM t 3 � -LEVEE. SLAB _ I LEVEL SLAB ___._ A 02 I - _ - -- - _ - _ _ _ _ _ - , THIP f'Il1N,DIN(i C�) BUILDING S E GT I O N -- ��C(p,rIQnt zoci4 Paul Fran m r:rchltecture Cid STAIRWAY @ UNIT D SCALE: 1 /4" ,- 1 ,-r' 110-1 11 W IIIb li 111 III ! I I n'i it ) I I If I II'� ! { 1 1 II I ' ( 11 ( I ( I III I I ) 1 mill I IIwill'I 111 Illltllllll1IUllllll llilllill 111llllll II IIIII III11� q � r ., > LiF�lR. " STRf1P C Rl I I I I I ( 1 k{i I' y,r.'. rgmmlrM � � � � IC ! t !? {:.9 14 i� 17 IE? IQ 21 2? 23 2'4 2':°9 2d 27 28 $A 30 r 1 , N 1 4? I k t �i` •., "f Y'� ' >S','"I,t, rte,:;� � '4 if� .. n�� T'��'., - Y r' 'M� � r . V YH S.{a!, t.yl ll�x , .wla"�a� k. �.5, 1 \P1 r. xi:•.1 .•. It, n . r II 1 � 1 C ' L f,.j..•. I w,f r- ! 1f, Uj 5� � 1 1-HR 1-HR \ Ln ' 1 HR INS n �. IIS U.N.O. b y UN .O C) 12 W I 1 17 „ 1 HOUR FIRE 12 4.5 1, 4• 1 "'�4.5 RATED 1 C1a.5 � ,�-- -- 1 p-- 1 RATED ! OVERHANG 1 ' 1$ OVERHANG 1-HOUR FIRE � U.N.O. ' 1 U.N.O. 1 RATED ASSEMBLY ' I TOP P TE TOP PLATE (, I X 1 _ ---- BEAM PERSI RUCTURAL •- _ .. . _ .. ~ 4 X 6 MIN. PER UBC 605.6.4 aN 4 SOLID BLOCKING 2 FOR H.T. CONST. (FIRE RATING) � NOT 'BENTS ALLOWED UN.O. RE RATED BUILDING N 8 x 8 P.T. POST U.N.O. 8 X 8 MIN, PER UBC 605.6.2 _ _ _ _ _ , ' FOR H.T. CONST. (FIRE RATING) .•'"� TYPICAL P�051 Franksth JAr rle Architecture Suite 222 __— 1 3'-8" FIT. GIJARDRAII_ING — -----� 1 Bellevue Washington 69004- I 6•- q► ' Telephone 425.803.0792 N I f---- SIDING OVER BLDG. 1 ~ �+ SOLE PLATE `- /r PARER OVER WALL SHEATHING 1 I z SOLE PLATE - ti Fax 425 803.0934 I `opo _ PER STRUCTURAL PER STRUCTURAL OVER CLOSED ' O VER CLOSED ______ _ CELL SILL SEALER f I oo \ CLL SILL SEALER co �t ��► YD SIDING OVER BLDG. Gy /3\ 3 PAPER OVER WALL SHEATHING 1 HR - PA FRANKS I 1 -HR �� ypp INS _� � • In.� BELLE e I INSL 5 �1/a 1-HR i � I)WEWNG UNIT U.'v.0. � �� WASHINGTON 27.66 1-HOUR FIRE d ��' ' 0 1-HOUR FIRE OF I RATED ASSEMBLY 1 C` �77��((�� ``' I��(�`� �r 22SM2- WALL RATED ASSEMBLY SHEATHING OV:-R , -WALL SHEATHING OVER RIM JOIST TO MATCH ' I RIM JOIST TO MATCH ' WALL SYSTEM, TYPICAL lNALL. SYSTEM,TYPICAL r --� 2 X RIM JG.'ST "� - _ , s 2 X RIM JOIST PER STRUCTURAL I � � � .170<;• +--`-Jam_ _.�- I PER STRUCTURAL \ BEAM PER STRUCTURAL / DBL. TOP PLATES TYP. � U DBL. TOP PLA ES TYP. 6 X 10 MIN. PER UBC 605.6.3 FOR H.T. CONST. (FIRE RATING) f/' (D AS03 2 I A O , B INS, 1 HR �y U.N.O. ` I N cd N " ZI r, 20d FL09B 00 a-HR •= 1-HR I ' I!NS• ca 1in � ^� ' 1 1-HOUR FIR , ' NII 0D U.N.O. `"' ' '47 R-HOU ASS B - 12 2 X 4 RAFTERS® �4" h'! /33\ U.N.O. I 1 A. Ofi.?3 � � Q4.5 STRUCTURAt�G. PEP, _: � so 5 - 0•- C w r INS 1-HR , 26 GA, PRE-FINISHED INS > V i Zn�lfl�B U.N.O. - - x I SHT. METAL FLASHING 2 FLgOR U.N.U. �- ©�ItEWNG� K 1 �1 L INr_ UN rr — tz, ,'r. -SHEET METAL FASCIA 17' p 1-HOUR FIRE -- - c 1-HOUR FIRE v RA'rED ASSEMBLY (� -� 1 2 X 6 LEDGER C7�) RATED ASSEMBLY i I 4 X 6 HEADER - WOOD DOOR FRAME 1 1 LA I BRICK MOULDING y 0��)6 PAINTED FihllSl�BEAM PER STRUCTURAL. --- '-� '"---- WOOD DOOR Cz 6 X 10 MIN. PER UBC 605.6.3 1 _ _ c H�. FOR H.T. CONST. (FIRE RATING) PAINTED FINISH I� � � , z 00 \ � 1 \ ELECTRIC METER I —s IR�LPATIO �`' CENTER., - � g --------- TELEPHONE AND - •q I S rte^�l� CABLE TV EQUIPMENT, 2 EXTERIOR �C �Z FIRE SPRINKLER FLJW o 1-HR - IN 1 ALARM AND RISERS 1-HR WALL TINS, 1 1 INS. �- U.N.o, SECTIONS 2 ' , 1:. A705.3 I U.N.O. Z i 1.. ..._ i \ i i U.N.O. 1170, 7 j U.iV INS. _ Date 9/14/04 8:12 AM t.� �� M/�R 12 Revisions 1 1 ' „M 1]i " •� 1/4 ' 1 ; ; / FINISH GRADE f]1AIf`I 1 , UNIT armor... - .ir. 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BE E r T / // TO OR EXCEED THE FIRE RATING 2" SAFING INSULATION CONT. y TO OR EXCEED HE FIRE RATING 2 X RIM JOIST ,' OF THE PENETRATED ASSEMBLY \` (WHERE OCCURS m 2 X RIM JO'ST -----__.__ , OF THE PENETRATED ASSEMBLY PER STRUCTURAL STAPLE / NAIL TO PLATES _ PER STRUCTURAL 9 / PER UBC 709 2 X BACKING AS REQ'D80 --- FOR SUPPORTOF RC CHANNELS � C -- & GWB r ? 1-HOUR FIRE -� r r Ac",C) 1 HOUR FIRE �.�r (� ) ) cRATED ASSEMBLY \ � � ( \ \ ( )� c , �'`( f ) ) RATED ASSEMBLY (_)�')�)� l) SUC� �� . (-.J� a "�. �. Female, C/) .. � � I ___ - STRL'TURAL WALJL SHEATHING I .� ON INSIDE FACT PF STUD WHERE SPECIFIF0 ON STRUCTURAL V. 2 X F!..!?JR 0015 i; - \ -�- 2 X FLOOR JOISTS - '� 7 ------- -' 2 X BACKING AS REQ'U a PER STRUCTURAL ,, PER STRUCTURAL �'•,\ 2 X BACKING AS REQ'D �' � � � DRAWINGS f FOR SI;PPORT OF RC(.'ri-ANNELS W PERPENDICULAR FOR SUPPORT OF RC CHANNELS I �' SHOWN PERPENDICULAk GwB SHOWN E 1st FLOOR Cz TO 1NALL TO WALT \\ dr G1NB (WHERE OCCURS) ---ein �\ 2 X BLOCKING (WHERE OCCURS) \ ME I . LINIT _ - --- PFR�II RJCTURALPER STRUCTURAL2 X 4 CONT. FIRE 9LOCK - ?. X 4 CONI. FIRE BLOCK 2 X FLOOR JOISTS 2 X FLOOR JOISTS PER STRUCTURAL H r �. PER STRUCTURAL SHEARVSHEAR WALLS- --- SHOWN PARALLEL ;�, z PER STRUCTL r - SHOWN PARALLEL PER STRLICT. - TO WALL � PARTY WALL.. \ ` \17t ` TO WALL (WHERE OCCURS) ,�� (WHERE OCCURS) SECTIONS Cj ' SOLE PLATE g I 'At FLOOR b FASTENING -- PER STRUCT. ��( i�i 1J LI C" Q1e(Fl. I QmJ4j��i_UNa ~- \ I CONC. SLAB-UN-GRADE - \� 1 at F=R I SOLE PLATE I SOLI PLATE ` DWELLING UNIT 6 FASTENING----,� d FASTENINGFLOR --.-. r7R STRUCT. PER STRUCT. A ---- - _ \� 1 Date 9/14/04 8:5A( AM CONC. SLAB•-OTO-GRADE \� j CONC. SLAB-ON-GRADE \\ 1 REFER TO CIVIL DRAWINGS ReNsions I At Ei80O 1 at ELQQB1 MEMFJRANE WATERPROOFING OVER RETAINING WALL FROM I ti, 1, : • i e a I a w TOP OF WALT._ TO TOP OF FOOTING I 2"-1 i2"DRAIN POCK BACKFILL TO k ______-____ _ FWTING PER STRUCTURAL --- F001'ING PER ETRUCTUPAL ----- ----� I BOT. OF FOO FIND J WHERE OCCURS WHERE OCCURS 4" DIA. PERF, DRAIN Q No a i -- - Scale 1d 1 ROCK & DPAIN WRAPPED IN WHERE_ OCCURS SLOPE TO DRAIN 1/2% MIN 1 FOO'i TNG PER STRUCTURAL Drr. n By _Franks _ f -wise GEOFABRIC FILTER. CONNECT __ TO 91-ORMDRAINComputer File 2350.602.5 Party Wells 9/14104 8:54 AM PANTY WALL SECTION I WALL SECTION Sheet < 7 O ��3 Af I PART' WALL. SECTION TYP. 1 —HOUR PARTY -TYF'. 1 —HOUR PARTY WALLA602w5 ° r TYP° 1 —HOUR PARTY WALL w G. WALL PERPENDICULAR TO ROOF TRUSSES �— PARALLEL TO ROOF TRUSSES STEPPED ELEVATION 3 ,_._ __ —�Canks A t 2004 - 1 3/4" 1' 17" SCAI_>:: 3/4" - -0" Paul Franks Architecture �� SCALE: 3/4" �. 1'�J" F. ! ! ! II I I ! 1 I Tii I I i 11�1�11 i) ! I I I,� I III II ISI II iUl�llll IIII�IIII'lIII�IIn ull�nll nIII1111I1It Inllllnl�nnll Illn!I 11 !I!! I' LST. I�OII�1l.ITY»l,IRST , i, I. i U IIT 1�;!' if 1t 191 11,4 - ItR !D I!"il 2(J 21 c1 23 24 r5 �R 7 2E3 29 30 t, 10rtmnl �hlr 411'' . .. ..... Vii. �g 1 a '.t y 14i i 1 N.'44 f ri!a Y+ I ` 4 I 661 V-41' FIBERGLASS r ROOFING SHINGLE -�_ - of / OVERHANG U.N.O. �, o f r ROOF ASSEMBLY I ROOF TRUSS PER OVERHif,:'r+U.N.O. ""t `, 3 U.NA. EXTEND SHINGLE 1" \ �' PER ROOF PLAN STRUCTURAL �._ 1 f ROOF PrrCH i � BEYOND DRIP EDGE PER ROOF PIAN I ROOF SHTG. PER STRUCT. . �j2 PLYWOOD MriE.NE ------ �-'-� �� ROOF TRUSS PLR STRUCTURAL i.�' .� EXPOSED �\ 4.,� � 26 GA. GALV. SHT. METAL TO VIEW (NO USB) \� '`'I DRIP EDGE FLASHING ----. \ ROOF SHTG. PER STRUCT. I \\ r INSTALL OVER GUTTER ` � ;' PLYWOOD WHERE EXPOSED FIBERGLASS _____ __ TO VIEW (NO OSB) , ROOFING SHINGLE _ INSTALL GU1-FER BELOW PROJECTED\ -� FIBERGLASS ---- _ \ --i �� --- III LINE OF THE ROOF ROOFING SHINGLEI--- 'I �PI ATE ��+++ SLOPE AS SHOWN ( q ) , HEI.-HT j `"'A STRAINER11J -- HE r'' AT DOWNSPOUT ,� 1 X 2 WOOD TRIPA PAINTED FINISH '�,.� � EXTEND ROOF SHTG. OVER FASCIA BEAM PER STRUCTURAL- S-1/2" W X 4-1/2" ISL ' - �' ----- PAINTED FINISH. I ' SHT. METAL GUTTER BC 605.6.4 � - - - - - 4X6MIN. BEAMPER U - ` FOR FIRE RATING W/SPIKE& FERRULE , � 48" U.C. MAX. 2 X SOLID BLACKING 2 X SOLID BLOCKING 9 RAFTER ENDS � BET1h'. TRUSSES FASTEN BETW, TRUSSES FASTEN / - SLOPE 1/16" / FT. ; - � ,,-- � PER STRUCTURAL U.N,O. � Q PER STRUCTURAL ter-� �� -�"`r�"`�^ V V (VENTS NOT PERMITTED AT FIRE RATED WALLS) J 2 X 8 WOOD --- / -� [:Pl]�R FASCIA- PAINTED •,t� SIDING OVER BLDG. FINISH / PAPER OVER WALL SHEATHING DOWNSPOJT WHERE OCCURS Paul Franks, Architecture TYPICAL ROOF FASCIA 4. 5 : 12 PITCH ROOF 360e,t)9thAvenue NE 7JI19 222 � � EAVE AT TRUSS _ 1 �, 5al!evus. Washington P.3004-7613 4. 5 12 PITO ROOF EAVE AT T R U S� / GUTTER /I> Tel phone 425.803.0792 4 � Fax 425 903 0934 V-011 2 ll, 3tv 111-01' -s• __ '. -A,_ f� ''� '^ ��- f_J — FRAMING NOTE: LAYOUT FACE OF ROOF ASSEMBLY �� PER ROOF PLAN f ROOF TRUSSES 12 — ROOF SHTG. PER s=Ruc I. TRUSS TO 5/8 ON THE INSIDE OF THE A PER STRUCTURAL 4,5� � PLUMB CUT DIMENSIONS PLYWOOD WHERE EXPOSED FACE OF STUD TO ALLOW FOR TWO � FOR TYPICAL ROOF PITCHES TO VIEW (NO OSB) - LOOSE MIL THERMAL INSULATION ---- r� 1I-0., LAYERS OF GWS AS SHOWN. �` P FRA \KS � FIBERGLASS � FIRE SPRINKLER PIPE �_ ROOFING SHINGLE _- -- ROOF SHTG. PER STRUCT. ELt.EVUE, � e c U.N.O. ON c e / LOCATED ON THE WARM s / I `J 2 X 4 OLIrRIGGERS VI ROOF PLA WASHINGTON j ( SIDE Of THE INSULAI ION 7 PER STRUCTURAL Q I (2) 2 X 4 BLOCKING BETWEEN ' OUTRIGGERS �, 2266 7C R-~ R-1 1 FIBERGLASS BATT INSULATION / F 1/4"TO 3/8" SHINGLE OVERHANG "rENT" STAPLED TO BOT. CHORD 12 ROOFING S14INGLES '- -�- OF TRUSS TO MAINTAIN INSULATION 4.5 T 26 GA. PRE-FINISHED ABOVE THE PIPE "� �^.- --- RAKE FLASHING _ r� RAKE DRIP EDGE SHT. t�fL. FLASHING, NAIL TO4' V ) WS RE 5'PRINKLER INSULATION C." ATTIC . / ROOFSHTG. � 18 O.C.) �2„ TRUSS W/ VERTICAL 4 MIN. OVERLAP JOINTS GUTTERWEBS 0 2.4" O.C. ALE: 3/4" m � '-Q" X 4 WOOD TRIM PARALLEL. TO TRUSS °j I PER S1 ROOF RusSEkn r-12 PAINTED FINISH 1 " cn10WOOD FASCIA ROOF TRUSSES 1-HR PAINTED FINISH t7 C—'1 PER 3STRUCIU1 X 4 WOOD TRIM 3RAL 1 ; O PAINTED FINISH �` •---_ -- 12 cc LOOSE FILL THERMAL INSULATION ~�-� - �� LEVEL CUT ---.-_-- ---`__� 1 1/2" ~``'.` 2 X 1�} FASCIA .: -- SIDING __� ro VAULTED ROOF N FIRE SPRINKLER PINE PRINTED FINISH ~- �~-"� ----_ TRUSS PER STRUCI URAL \� LOCATED ON THE WARM TRUSS PER STRUCT. SIDE OF THE INSULATION / L0C BARGE BOARD/FASCIA TYPICAL RKE 12CIJ" e 3 _ C � E- R-11 FIBF_RGLASSBATTINSULATION INTERSECTION eu 4■ 5 . 12 P1 7CH PER r I I „ 0 '�-- '?ENT" STAPLED TO BOT. CHORD .._ Pl AN OVERHANG ,�-1/2 MOF SHELF OF TRUSS TO MAINTAIN INSULATION 61-1/2" 1'-l)" 8 ABOVE THE PIPE 1-1/2" w 1'-0" 6' - 1 1/8" MDF CASING Q WSCALE. IRE SPRI N I�LER INSULATION C� ATTIC FRAMING NOTE: LAYOUT FACE OF TRUSS A.F.F. �- PAINTED FINISH H- c. � I 0 5/8ON THE INSIDE OF THE FACE OF � _ � '�� 2 X 3!4" • 1 '-0" STUD TO ALLOW FOR TWO LAYERS OFFRAMING NOTE: LAYOUT FACE OF TRUSS PERPENDICUL,.A TO TRUSS G1l'9 AS SHOWN. TO 5/$" ON THE INSIDE OF THE FACE OF ° ---2 X 6 STUD WALL Q v'- -��'^ STUD TO ALLOW FOR TWO LAYERS OF � FIBERGLASS ROOFING SHINGLE - FIBERGLASS ROOFING SHINGLE GWB AS SHOWN. , 3 INTERIOR - ROOF SHTG. PER STRUCT. �� ROOF SKTG. PER STRUCT, 1-HR -1 I / EXTEND TO FACE OF BARGE o ' EXTEND 10 FACE Or BARGE FIBERGLASS ---�-�, INS I \/ TED ROOF PLAN / ROOFING SHINGLE \ Y A U L LA. AS SHOWN LL // AS SHOWN ,+ 1 -.•j -- 1/4"Ta 3/8" S14INGL E OVERHMNG 1/4"TO 3/8" SHINGLE OVERHANG 1-112" s V-0" 26 GA.. PRE-FINISHED 26 GA. PRE-FINISH;0 1'-4" -" RAKE DRIP EDGE SHT. MTL. 2 RAKE DRIP EDGE "MT. Mll. �'� - OVERHANG U.N.O. A(� ROOF ASSEMBLY 1 FLASHING, NAIL TO 4 FLASHING, NAIL ,-O 4 q ( PER ROOF PLAN r ROOF SHTG. ® 18"O.C. 2" ROOF SHTG. 'b 18"O.C. �2" ROOF SHTG. PER --- TRUSS W/ VERTICAL. ;" �.� ROOF DETAILS 4" MIN. OVERLAP JOINTS E 4" MIN. 0`1l-RI.AP JOINTS STRUCT. ----- WEBS 0 24"O.C. 1 X 4 WOOL)TRIM 1 X 4 WOOD TRIM ROOF TRUSS PER STRUCTURAL 12 � ---, ��✓ �`-' PAINTED FINISH PAINTED FINISH GW9 BACKING FOR 4.5 T 2 X 10 WOOD FASCIA A� 2 X 10 WOOD FASCIA I ``\ i ROOF SHTG. PFR, STRUCT. PAiNlED FINISH PAINTED FINISH ---- r�, VAULTED -`~ (/ 1 ,'1`� PLYWOOD WHERE EXPOSED I ( 12 ROOF TRUSS TO VIEW(NO OSB) FIBERGLASS a . f �--� ROOFING SHINGLE --___.SIDING OVER BLDG. -SING OVi k BLDG. ` PAPER OVER WALL SHTG. PA-ER OVER WALL SHTG. �. • �-�y/� _ _ U�)U) PLATE °` Date 11/11/04 7:46 AM / Re sion ' l •��' I HEIGHT vl s ! \^� (D? 1 PLAN CHECK 11.2.04 TYPICAL RAKE 3 " TYPICAL RAKE 3" VAULT1rDCEILING 15 _ r VAULTED ROOF r i _r-� ___�- H ; \� TRUSS PER SI RUCT. OVERHANG @ NON-FIRE OVERHANG 2 X SOLID BLOCKING �_��/'/ ' : 17 Jb 2350_ RATED WALL 1-1/2" w 1'-0n _ -- .,� BETW. TRUSSES FASTEN � ��. Sce a AS NOTIED-� - PER STRUCTURAL �� Drawn By ___Franks 13 1-1/2 1'-0" 8' 1 1/8" _ ..,. Phase C�— ' 1 ` A.F.F. File pER Cu - - �_ ter .1 •�'�- ��- - ''-•- _ SIDING OVER BLDG. ---- _. ----"„' \ PLAN 2 ..701.1 Roof Detal a 11/11/04 7;46 AM SEALANT PAPER OVER WALL SHEATHING rr. � �S ZPL B - 4. 5 : 12 PITCH ROOF EAVE A701 . 1 R VAULTED CEILING / TRUSS C STAIRWAY AT TRUSS W/ VAULT Copyright2004 - I 1 "� tE .� _._..�._......�,�-.�,..��. p..�_,.�....._� ._.-___.__.._. Paul Funks Arch) �+. 1-1/2" _ V-0" 12 1-112" m 1'-0" I all I - i .. . . ,.,......-...,-.«..-. rtr.ur.-++�.�w� ar�perl�l"C�•lCc+.�',.' ..�"„yW�tt,} vn.e++�+• =+e.al u�rmr�4MilII.MIt♦w X h 9 LEQWrrySTRV t It Ili iinluilI ! Ilt ( l I 1 IM!,I 1t1l l II Illl1�Alllt�III2II0IIIIIIII2II1IIIIIII2III2IIIIIIIcI^IIIIIIIIIII IIIIIIIII 111111 II IJI. II2I 7Illllll2ll e i I2 93 i I5 ikl� lei II lllll IRR"11111111111-0 101 IY 9: Nk ' 9 .. _ k , I: f" 3r,. 1 I K l l -- 1 MOISTURE RESIS I ANT OVERHANG U.N.O. OVERHANG U.N.O. y� y( INSULATION/ VENTILATION TOP COURSE AT d C�� BAFFLE LEAST 8' WIDE c SIDING SIDING --- ii BLDG. PAPER LAP F TRUSS PE" STRUCTURAL I 12 ROOF TRUSS PER STRUCTURAL 12 ASPHALT ��\ � � ' OVER FLASHING TSP, f ROOF - I 6 ! 61 /''r 1 PLASTIC 1✓ CEME NT f ROOF SHTG. PER srRUCT. ROOF SHTG, PER STRUCT. '- - I Y I MOISTURE RESISTANT PLYWOOD WHERE EXPOSED ~�1 FLASHING_ r,;' r•+'S ,,r+;J f+;,5 PLYWOOD WHERE E .►DOSED \ "� {!� • ' .r { •.{?'' 1NSULATiUN / VENTILATION TO VIEW (NO OSB) STRIP TO VIEW (NO OSB;' { _ FIBERGLASS BAFFLE FIBERGLASS - ; \ SHINGLES � •••!'�',., "�t•�. 'frn.''` •r S - ED kOOFING SHINGLE ROOFING SHINGLE TRIMMED TO 4;HT. TL- STEP FLASHING � PLATE COVR HEIGHT FLASHING S-P:t5 �(LUHEIGHT ,�. 4 LEAVE GAP f t / FIBERGLASS kGOFING 2 SIMILAR TO ESHINGLES CUTOUT i PROVIDE SOLID BLOCKING NAIL FLASHING ' AT FIRE RATED WALLS , ' NO VENTS ALLOWED Al , i OVER RSE BEOW IN COURSEJSF. BE (� _ FIRE RATED WALLS. APPLICATION OF FLASHING ��_._ ROOF TU ATHING PERcc 2 X VENTED 0LOCKINa - - - _ ._ VENTED BLOCKINGS - ;: WITH GAL V. INSECT WITH GAI_V. INSECT �� I STRUCTURAL WITH BETW, TRUSSES SCREEN SCREEN BETW. TRUSSES AGAINST VERTICAL RONT WALL PER PER .•r N PER STRUCTURAL 2 A L INTERSECTION FAS E E R F W L TYP. OO / FAST_N PER STRUCTURAL PLAN ��r PLAN -_____ SCALE: 3" - 1,_Jti1, SIDING OVER BLDG SIDING OVER BLDG. --.__.�-- -----� , -�`- VENT PIPE PAPER OVER WALL, SHEATHING � PAPER 0'v' . WALL SHEATHING 1 �� • Paul Franks I1rchltoCturw 3805'J 12 PITCH ROOF \ — Sus 222tn Avenue NE 6 : 12 PITCH ROOF EAVE BEAD OF ROOF �_,_- \ CEMENT '�'--- ,',•ti,' \ I�� Bellevue wa.ninfllor 9e004-7813 EAVE AT TRUSS AT TRUSS W1 VAULT {'''.''. 1 ,.. --SIDING Telephone 425 903 0792 ' ?+k+'r;;!;+ Fax 425 803.0934 1-1/2" 1'-0'' + ' BLDG. PAPER LAP -1/2" l f_0 SHINGLE CUT rc� .` 1 !.; ti' '�r/[''i`{:• �--- '•� '' J _ OVER FLASHING TYP. FIT OVER PIPE ROOF SHTG. PER STRUCT. PLYWOOD WI�tRE EXPOSED UNDERLAYMEt�'T ..--___.____--fes ,��::�.';' S" X 6" 26 GA. oy ' TO VIEW (NO OSB) r EDGE SHT NTL . 61, �h PQ F •*, CiiD FLASHING, 4" MI!�.NBERIGL.ASS - -•-! t 14" X 1-1J 2" WOOD — - t OVERLAP JOINTS N/ROOFING SHINGLE U.N.O. ON � ROOF SHTG. PER STRUCT. STARTER STRIP SEALANT BETWEEN 5" �, BELLEVU�, s ROOF PLA - ,- 21- 2266 4 OUTRIGGERS u, WASHINGTON PER STRUCTURAL © I -`- (2) 2 X 4 BLOCKING BETWEEN ROOFING FIBERGLASS 'p�,� OUTRIGGERS APPLICATION OF SHINC`c �� SHINGLES J OP cam. / �-- 1/4"TO 3/8" SHINGLE QVci+HANG I ' 3A AROUND PIPE FLASHINGS 26 GA. PRE-FINISHED RAKE DRIP EDGE SHT. NTL, FLASHING, NAIL.TO 4" ..-.... --- -- -' ROOF SHTG. ® .8" O.C. „ ROOF SHEATHING PER --�� TRUSS W'! 4 ERTICAL �. 4” MIN. OVERLAP JOINTS �2 STRUCTURAL .NESS ti 24' O.C. 1 X 4 WOOD TRIM S PREFOC"v} i"KUS.iERMED FLANGE PER S"fRUC"URAL PAINTED FINISH PLACED OVER PIPE r 2 X 10 WOOD FASCIA AND SET IN ASPHALT PAINTED FINISH PLASTIC CEMENT ?;.. "• ROOF/WALL INIFRSECTION\ BEAD OF URETHANESCALE: 3" -r�4. �f {�r: rr''' rN•�.': '. .,, SEALANT BETWEEN 1'-Q" CC SIDING PIPE AND FLANGE. cz , rr rr+• it .y cd i ` ---TRUSS PER STRUCTURAL UNDERLAYMENT iiDf CTJ PER z SO CL v 4-w APPLICATION OF SHINGLES 701 "-- -_ AROUND PIPE FLASHINGS ~ ' CL CLUBHOUSE RAKE 1 211 OVERHANG � UPPER AND SIDE SHINGLES ' 'r'1 •' OVERLAP FLANGE AND ARE—,, `' ''{••. SET IN ASPHALT PLASTICCZ CEMENT :•• ' , r{,.{•. LOWER PART OF ' !{ '{•. ' D FLANGL OVERLAPS +:,. `.'S +: {,, ,{•, '{., i�� GRID 10 LOWER SHINGLES ROOF TRUSSES -�� - _ ~ , ' �� --- %�-- 2 X 4 RCAF TRU SSE `�„ - THROUGH PENETRA- +r r ROOF DETAILS --��, --_ �.� - -- - -(2) LAYERS GWS PER GA -� � �...� _ TION FIRE STOP "ZOERS GWS PER Gil 7'` FILE WP3641 INSTALLATION FILE WP3641 INSTALLATKA f i SEE FASNINWALTTYPE EANING USB SHTG (1) LAYER 5/ " SEE FASTENING WALL.TYPE �. / 012 � TYPE X GWS. 012 (1) LAYER TYPE X GWS. '��`� ► _ _ / THROUGH PENETRA- TION FIRE 5''Op /} 1, _1 I -r I I --'�� y I IE EPPHOL �� -�,-�, �- -� " APPLICATION OF SHINGLES TELEPHONE CABLES l;: l11EMF. LT TELEPHONE CABLES ---- �- ' I ; AROUND PIPE FLASHINGS - „ ---FNC_l C1tl IRE I i i I'� i 3 ----•- Revisions Date 11 17104 2:59 PM TIELEPFMOR"f.EQUIPMEfv'T---- \ ..1 IA- mg i TELEPHONE EQUIPMENT- UTZE EQUIEMEN I � $ ', PLAN CHECK 1 1. )4 ELM 2 X 4 BLOCK- -------- .a . 2 X 4 BLOCK STRUCT. BEAM �--2 X 4 BLOCK _ S 1 -all �� TELEPHO EQUIP —1 X 4 WOOD TRIM �>t: 1 X 4 W000'FRIM , Computer Flle 1-HR G ACCE S j b r �*' T9 ";}, 2'-0" 1/4" PIAR[)I-PANEL 5 `�`` - 1/4" HAR01-PANEL 2350.701.2 Roof DeNNs REV GRAVITY ACCESS 1-WR ! GRA`./ fY ACCESS 11/7/04 2:59 PM c'Ov�a L "C?VF-.p Sfleet r !" EQUIPMENT ENCLOSURE � FELE. ECRU P TELEPHONE E, UIPMENT ENCLOSURE - T A7L . � 3rd FLOOR STAIRWAY ATTIC I" 1,-0„ 1" �'.p" CopYrlpht 2004 Pt ul Franks Archltecturs II '-�� ► yip.i' I ! 1'1 II II I I I I f II I I 1�0 I. !I1 II 112 I !3 I 14 II i18H IlnI�`li l I I'8lilt � III�Il�II !il2l l0IIII II2I�11111 11211�12111 2.3 Ilil II2Ic 1I4III IIIIlI!I 2II 8II; 27I A I ! i I1 I !I 1111 II! T29 30 O low • , i , w` ^ i :Yh ,y r+ l I ,i . ,..rnri;».a..fwkiNsfu,r..:.r�•.cv Y_. _ :...,...,,n..I.aXri +Y,wewraa.u:YY.vditYYt.,rca.uuel'�LR�iY4�e.uliFJlu+& �w.+...,...un,..:..:_.».:,u:,...--......,u-:.a....e...,.,:.u...a_,...,.,..n+-w,wwww.cv..ywaa.;......-..,:.___r...—.�-- .u,u....._.a. :.,...,». _ ,.,..,..... .....w.. ... .,. ..........,.,>..,.,.......-.„....•..w•.x.+r.....,..:..«......I..._,. ,..._.�.�.aw.rwis»..-.,. ..«u......, ,. ,.._.,.....0-.•,-.,.. . .... 2351).703.1 DoorDetaiis REV Thursday, November 11, 2004 / 6:35 AM 1 5/8' -r�`�--./-`�-.f-` \ /'"��-\ / � /� ' ��✓- ,�- ✓___, ��._ I BUILT-UP HEADER 2 X 4 HORIZ. + 2 X 4 ON EDGE U.N.O. �' -- ,.-ENTRY DOOR DOOR SHOE HANDICAP ACCESSIBLE 26 GA GALV. 5H'', METAL 26 GA GA!V. SHT. METAL -- GYPSUh :"IALLBOARD f '� Q THRESHOLD I/2" MAX. FLASHING INsrALI, UNrJERSLIDING GLASS FLASHING INSTALL UNDER HEIGHT) SET IN FULL 2 SLIDING Gl ASS DOOR ��--DOOR& FRAME 2" SLIDING GLASS DOOR - MDF MOUL DING BED OF SEALANT HANDICAP ACCESSIBLE THRESHOLD. INSTALL / THRESHOLD. INSTALL DOOR ON VISIBLE SIDE I i FLASHING OVER -- WOOD UAB! a SILL TO FLASHING OVER PAINTED FINISH TH;<ESHOLU EYTFAJ� I / 1 X P.T. SHIM UNDER MATCH THICKNESS OF GYP MEMBRANE WOOD DAM SILL TO MATCH 1: 2 MAX. SLOPE -----._ _ / ,IJ MEMBRANE �-�"..`� _ � � / UNDERLAYMEN7 WATERPROOFING THICKNESS OF GYP. UNDERLAYMENT _ THRESHOLD WATERPROOFING t 3�� 3" ! / n HANDICAP ACCESSIBLE �\ 1 /�/ NITHRESHOLD RAMP 3/8" t CARPET PAD3/8" CARPET ' } EgTEI o 1. 1.. MAX. SLOPF. I I THRESHOLD SET IN FULL � 1 I SLOPE 1/4"/FT. CARPET d PAD � SLOPE 1/4"-FT. BED OF SEALANT 3/4" X 1-1 i2" WOOD TRIM � CONC. S.U.G. WHERE OCCURS ~J�- %'' PAINTED FINISH 'TOP OF SLAB \F.F. _l__ 1 Cl) 1 -H� j - 1-HR 1 - - BI-FOLD DOOR —� W TRACK& HANGEP, ...� --{�,�------- CARPET& PAD Y" �._ , TOP OF FLOOR TOP OF FLUOR :•.� �. . . ;�. WHERE OCCUk5 BI-FOLD UJORS — 1 , SHEATHING r SHEATHING 1" UNDERCUT ABOVE ` �� - GYP. CONC. UNDERLAYMF-NT , T.O. DECKING I - /"-'1 GYP. CONC. UNDERLAYMENT T.O. DECKING -: \-� FLOOR COVERING 0 / R-19 THERMAL R-19 THERMAL �- r CLOSETS ,� r -� CCNCEALED FLASHING """' r U \ / INSULAT�Ot I ATINSULATION AT o".'�'r'"''� & WATERPROOF MEMBRANE - " L�Y.� ER OOFM -- - I / RIM JOIST (NEVASTAL SEAL-PROF HD" CONC. SLAB-CN GRADE -� rr RIM JOI,�T TYPICAL INTERIOR < OR APPROVED. 4" X 4" MIN. `- RIGID INSULATION AT 1" MAX. THRESHOLD '�--� 1" MAX. 'THRESHOLD _�� NO rE: THIS DETAIL ALLOWS DOOR SOT 011 CLEARANCE OVER PERIMETER OF HEATED y HEIGHT. (UBC 1003.3.1.6) ' HEIGHT, (UBC 1003.3.1.6) f -' BI-FOLD DOOR HEAD j CARPET AT AN IN-SWINGING DOOR SPACE, BEVEL TOP AS T �^ CC _� 1�. SHOWN V A SCALE :3" - V-0" PRMRY ENTRY DOOR AT i ST FLQOR H.C.ADAPTARLE D1r 11LING UNITS: _.,� HANDICAP ACCESSIBLE HARDWARE AND TRESHOLD REQUIRED. (URC !'rte 1110.4.1, 1109.9) 32" MIN. CLE=AR WIDTH (URC 1 1 10.4.2.1) THRESHOLD Paul Franks Archltecc'ture LEDGER PER -------- LEDGER PER -""-'�rr --=�--�J. - / 1/2" MAX. HT, (UBC 1110.4.2.3) ) 3805 108th Avenue NE STRUCTURAL L•� 6 STRUCT+JRAL 2 6 .,-,�,.,.T, Suite 222 BI-FOLD - Bellevue Washington 98004-7813 2 DOORS PRIMARY EXT. ENTRY DOOR THRESHOLD 2 � 6 �i �r�Cy, T61ephone•125.803.0792 SEALANT --~ SEALANT ------�" @ 1ST FLOOR H.C. ADAPTABLE DWELLING UNITS (FACING Fax X25 803 0934 FLOOR TYPE FLOOR TYPE ` , PER PLAN PER PLAN STUD r STREET) 4A FIBER-CEMENT LAP FILIFR-CEMENT LAP TRIMMER 1318„ SCALE : 3" 1'-0" h f� SIDING OVER _._� SIDING OVER _ i BLDG. PAPER OVER WALL TYPE BLF� PAPER OVER WALL TYPE ROUGH OPENING 1 PLAN CHECK 1 1.2.04 r.�' �FFTG. PAINTED FINISH PER PLAN Sh1'G. F�HINTED FINISH PER PLAN GWB a BI-PASSING DOOR WIDTH ��, -- - ROUGH OPENING PER PLAWALL N �(� P FRAPJI+;S MDF MOULDING �- ON VISIBLE SIDE BI-FOLD DOOR -----GYPSUM WALLBOARD EXTrkIQR_SI_1DJNG GLASS DQQRJD.4' !O.AT 2d0_S�.3EDfl.CIDDI<DWELL-ING IJNlLS EXTMOR-SLIDiNCGLASS DWR.TCr PATIOAI2AD& 3RD_r►4QRJZ4YE�Nf_LiNITS PAINTED FINISH WIDTH + 1-112" �� •� BELLEVU , • STANDARD NON-HANDICAP ACCESSIBLk HARCWARE. (UBC 1 110.4.2.3 OTHER STANDARD NON-HANDICAP ACCESSIBLE HARDWARE. (UBC 11 10.4.2.3 OTHER - -` BUILT-UP HEADER 2 X 4 Ji; V/ASHINGTON DOORWAYS) THRESHOLD 1"MAX. HEK3HT(UB1. 1003.3.1.6) DOORWAYS) THRESHOLD 1" MAX. HEIGHT (UBC 1003.3.1.6) HORIZ. + 2 X 4 ON EDGE U•N.O. 9�,� 2266 SLIDING LA DOUR THRESHOLD TYPICAL INTERIOR -- 81-PASSING DOOR OF 0 S GLASS PRIMARY EXT. ENTRY DOUR THRESHOLD , ,,2•• FASCIA TRACK& HANGER DWELLING UNITS 2r�d & 3rd FLOOR DWELLING UNITS �:93 DOOR JAMB1 SCALE: 3" - 1'-Q" SCAIf . 3 - 1 -0 (:J�S A : " - 1'-0" —GWB FACTORY EDGE FIBER-CEMENT LAP --_ 4J SIDING OVER BLDG. PAPER OVEi - --�1 -- BI-PASSING ORS SHTG. PAINTED FINISH r- GYP, WALLBOARD 1" UNDERCUT ABOVE � WALL TYPE ^ _ _ FLOOR COVERING e WALL TYPE PER PLAN HEADER-SEE STRUCTURAL �- ►--i FHEADER PER STRUCTURAL WALL TYPE MDF MOULDING �-�' � CLOSETS PER FLAN FIBER-CEMENT LAP �^ N PER PLAN ----"WINDOW CASING" SIDING OVER _ 2 X 6 WALT_UNLESS �-- GYP. WALLBOARD -- 26 GA. GALV, eHT. f PAINTED FINISH SHOWN OTHERWISE T3 r-a R-8 BATT INSULATION BLDG. PAPER OVEP. �� , • METAL. FLAcHING 1A / MDF MOULDING DOOR cc GYP. WALLBOARD SHTG. PAINTED FINISH T- Si 4 X 4 PRIMED SPF 1 2 X FILLER AS REQ'D / / -' R-8 8A t INSULATION r CASING" PAINTED FINISH TYPICAL INTERIOR 131- � , D SEALANT BETWEEN GWP, ' 2 X FILLER E TRIM-PAINTED FINISH \ ^� 26 rsA. GAt.V. SKI-.-- WOOD JAMB PAINTED FINISH /� �^� �•� / _ MDF MOULDING & FRAME PASSING DOOR HEAD E METAL FLASHINGMOULDING -E ti f CMDF \ „ �J "WINDOW CASING" NON-EXPANDING FOAM DOOR CASING' FLUSH WOOD DOOR 11 ^ NO SEALANT---�� ti`' :.. / PAINTED FINISH IN�ULAIION BETWEEN E PAINTED FINISH 11 f- STUD CA FRAMING& FRAME - C :,,. s �-GYPSUM Wp1_LBOAQD (U � V INSTALL SLIDING GLASS 1 I . TRIMMER 0) � �j ( WOOD MOULDING ; I BI-PASSING d. dl-FOLD CTJ < L_ DOOR NAILING FLANGE ) �-- NON-EXPANDING FOAM DOORS PAINTED FINISH BETWEEN FRAMING& Q- OVER FULL BED OF SEALANT, `�-(;Yp, WALL80:4RD LAP BLDG. PAPER O�cR FRAME NAILING FLANGE SEA:ANT BETWEEN GWB ` ' Q cc G & FRAME. �� ...�■..�� WOOD JAMB W/ �t•� ti WEATHERSTRIPPING- _ _ -• _ _ _ _ SLIDING GLASS DOOR FIBER-CEME LA - . - - --- -_.- PAINTED FINISH I `- METAL DOOR L -WOOD MOULDING-PAINTED FINISH t/ i r ~ I. `-NON-EXPANNNG FOAM SIDING OVER SLIDING GLASS DOOR ^ BETWEEN FRAMING& BLDG. PAPER OVER � FRAME SHTG, PAINTED FINISH INSTALL SLIDING GLASS - SEALANT STUD P,OUGH OPENING- BI-PASSING DOOR WIDTH / DOOR NAILING - VERTICAL BLIND&TRACK SEALANT- --/' FLANGE OVER FULL EKED I ��-�� FIBER-CEMENT LAP TRIMMER -� ROUGH OPENING- B:4 01LD DOOR WIDTH + i-112" OF SEALANT, LAP BLDG. --L - SIDING OVER 5/4 X 4 PRIMED SPF-- ' PAPER OVER NAILING FLANGE PRIMARY EXTERIOR BLDG. PAPER OVER TYPICAL INTERIOR B!-PASSING TRIM-PAINTED FINISH C SHTG. PAINTED FINISH ENTRY DOOR HEAD & BI-FOLD DOOR JAMB SLIDING GLASS DOUR HEAD SLIDING GLASS DOOR JAMB EXTERIOR STORAGE DOOR JAMB 2A SCALE :3" - 1'-C SCALE : 3" - 1'-0" �SCALE - 1'-0" 20-MINUTE& NOW (�D S1D SCALE :3" - 1'-0" 0FIRE RATED OPENINGS ENTRY DOOR 3„ DOOR SHOE HANDICAP ACCESSIBLE CASING" R.O. O �-- 11.N.0.� PERPENDICULAR WALL ^ � DOOR DETAILS 1 MDF MOULDING �- - FLUSH WOOD DOOR EJ(TEAIfIQR _ 'THRESHOLD(112 MAX. DOOR C _ - WHERE OCWRS 3" INTERLOCKING THRESHOLD 1 HEIGHT) SGT IN FULL PAINTED FINISEI \ PEMKO 11 OA THRESHOLD \ HOOK PEMKO 66A ORE AL ____ / ' ,+ `GWB U.N.O. PERPENDICULAR WHERE OCCURS WALL � ON GRADCONC Si-E 6 CONC PATIO SLIDING(;l.AS5 DOUR NOIR. 1" MAX. Al'NON-NC BED OF SEALANT NON-E;><PANl11NG FO/�,-. 3� � PFak PLAN WHERE SLAB ON GRAD � ' THRESHOLD SETIN FULL BED OF SEALANT ACCESSIBLE DOORS-'� I INSULATION VOID BETWEEN MDF MOULDING "DOOR /•ter-' I I I FRAMING& FRAN,9E `- � CONC. PATIO SLAB - I CARPET& PAD (REFER TO I + CON'::. SLAB-ON URAC,E CASING' PAINTED FINISH WHf RE OCCURS e l Y FINISH FLOOR N .. OPE 1;4"/FT. 111Br1003.3.1.6) I :; 318" mum= ., J WOOD JAMB PAINTED FINISH ELEVATKN '1 j N TOP OF CONC - T FINISH FLOORr. . SLAB - / �'i r I T.O. CCTMC. DOOR ✓ / FLUSH WOOD DOOR t,.' Date 11/7/04 3:07 PM ` -_ Revisions f! CONC, S.O.G. - WOOD DOOR JAMB PAINTED FINISH - ` �,` I 1 PLAN CHECK 1 1.2..04 _140.S 4 ; •. RIGID INSULATION A T ;,.�:..-.-- �---'" WOOD MOULDING - � AT 1ST FLQCR ---'-- PERIMETFA OF HEATED PAINTED FINISH t 1Nce 1I QW NR C;(04C. SI-A6-,ON GRADE �, ` ' FR3ER-CE NT LAP ' HANDICAP ACCESSIBLE REQUIRED (URC SPACE, BEVEL TOP AS w'G` `� S 4 > ;- � ,• '.y, - 3 �` '- SIDING OVER 1110.4.1, 1109.9) 32"MIN, CLEAR WIDTH EIFTERkQR_.SLIDII�Ca GU85 ITIl.PAIIC SHOWN --w _ __. 3/16" GYPSUM WALLBOARD (UBC 1110.4.2.1)THRESHOLD 1/2" MAX. AT 157_FL1'1&ki_,ADAPjAI�.E.DWf1UNG-UNITS ---w __ BLDG. PAPER OVER f SEALANT � ��ERIFY THICKNESS ��(UBC 1110.4.2.3) ��+�`y- IV--- rde -� - 1t� SHTG. PA;JTED STANDARD NON-H.C. ACCESSWR,E 14ARIYNARE Drawn B- Franks QRiI�R1LEIN'Tit1L__UQC�_4T.JSI f1wL11C)�t_H.fr._ADAF'TAf3�L.E DyVELL.JNC.U1yQ'S FINISH (1180 ? 110.4,2.3 OTHER DOORWAYS) 32" MIN, HANDICAP ACC ES•SIRI_E HARDWARE AND TRESHOLD REQUIRED. (UBC - iCLEAR WIDTH(U8C 1110.4,21) r!RESHOLD 3/4" 1110.4.1, 1109.9) 32" MIN. CLEAR W 71H(UBC 1110.4.2.1)THRESHOLD Computer File MAX. HEICHT 0JQE' i 910.4.2.3 EXCEPTION 1) 112" MAX. NT. (UBC 1110.4 2.3) ?.350.703.1 DoorDetails REV 11/7/04 3.07 PM PRIMARY EXT'. ENTRY DOOR Sheet � !�3 SLIDING' GLASS DOOR THRESHOLD THRESHOLD @ 1 S1� FLOOR H.C. PRIMAR`� EXTERIOR TYPICAL INTERIOR GROUT ID FLOOR LEVEL - APT. � 1 ;�' F�.00R - H.C. ACCESSIBLE A APT�2U�D ►dE LIN � ENTRY DOOR JAMBC 4 FLl1SH DOOR JAMB STORAGE DOOR THRESHOLD A703ol ESCALE : 3" Q" SCALE : 3" - 1'-0" ?.�J-MINUTES b NON DB SCALEy .3"=1'-0" SCALE : 3" �- i'-0" 0 Copyright 2004- r FIRE RATED OPFNING. Pad Franks Architecture s . ,, .. -Y. .J:... ,r ., M- w�„.,M.:.„e'•+ w,y., .,. yi .. , :. -' eK ..,. ,: .-_ "•ql:,. 11! d ,-i'rrr. - I.�,�+.'....w�"_ t�'1�1,� A ,. i .^N'.rpu:,rar '+.rti+.r•iKK+§Nnli.r «r r.'d!kw �+�r A<.9t..Pvar.U: r ,:...wi1+w�i}rW..;,,. w.aMweai'h1,1�i1•�� ;, �'�� i I 1 i I I , l, .n a hill!►!!!; {UI nn'I ;. I I I • It. .I ii11'l) I + I I i ILII II! IIIIIIIiI 11111 II 1 II III IIIIIIII fl ! III I 1 111111 ! 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MTL. I-- -- SHEATHING WHERE SPECIFIED j FL/,SHING-PRE-FINISHED 8" WHITE. BEND FLASHING 1 WOOD BRICK FIBER-LEMS T SIDING OVER THRESHOLD, �` WOOD JAMB-PAINTED FINISH MOULDING \ OVER GYP. SHEATHING INSTALL FLASHING OVER PAINTED FINISH 1r MEMBRANE WATERPRDOFING � FLUSH WOOD DOOR- 5 OOR- V �"'`------ SEALANT J ------ �� PAINTED FINISH PRIMARY EXTERIOR,,��-- v,/_``% ,� -v - 1_HR DEC 1 < 6 ENTRY DOOR JAM 60-MIN. EIRE RATED A-r t _ SCALE: 3" - 1'-0" • ow 1 � 6 Paul Pranks ArchltWuts 1 1 3805 !0,m Avenue NE ' 1 -HR Sults 22.2 1 Be11evue. Washington 08004.7e13 1 `�� •. Telephone 425.603.0792 Fax 425 803-0934 1 ' 1 i 1 � LEDGER PER STRUCTURAL s 22 6 P E. FRANKS �� SEALANT-- --""� ��'6 • I3ELLEOUE, • WAS�IINGTON _ _ _ _ _ _ _ _ WALL TYPE 2266 FIBER-CEMENT LAP PER PLAN �� OF 00 SIDING OVER BLDG. PAPER OVER -- ---�!--" SHTG. PAINTED FINISH EXT. STORAGE DOOR THRESHOLD (/ .----� � 2r�d �C 3rd FLOOR DWELLING UNITS '�"�` c: SCALE: 3" VERIFY WALL WIDTH `f N WALL TYPE PER PLAN .._ �!_. HEADER-SEE STPUCTURAL FIBER-CEMENT LAP Q \ s= a: 2 X 6 WALL UNLESS WALL TYPE SIDING OVER E •� FIBER-CEMENT LAP---,— /-�' SHOWN OTHERWISE BLDG. PAPER OVER SIDING OVER ��, PER PLAN BLDG. PAPER OVER / �� SHTG. PAIfvTED FINISH -E d' C R-8 BATT INSULATION ! cz uITG. PAINTED FINISH / _ -_ -- HEADER PER C 2 X FILLER ��" -- STRUCTURAL p D SEALANT MDF MOULDING •� •� -� 26 GA. GALV. SHT. "DOOR CASING" �� METAL FLASHING �� M PAINTED FINISH (�'L1fF8� rfAMAY,) `� ', __ 5/4 X 4 PRIMED SPF 2 SOCL WTEMTRIM-PAINTED FINISH ; C WOOD MOULDING PAINTED FINISH 1 .,PLAN CHECK 1 i.2.04CD �'- / STEEL DOOR JAMB----'" ♦ DOOR TRACK& ' ��'- 2 X HEAD TRIM �iieem PAINTED FINISH I �---- METAL DOOR HARDWARE I PAINTED FINISH 3 SPEC 081 SO) � cn �' MAGNETIC& COMPRESSION SECTIONAL u. �-�.�_ 1 X 2 STOP ! WEA`HERSTRIPPING C,ARAGE DOOR " o PAINTED FINISH ! PAINTED FINISHV cz PRIMARY EXTERIOR GARAGE DOOR 0 4 ENTRY DOOR HEAD 2 �Sc SCALE. 3 - 1 -0 60& 90-MINUTES LE; FIRE RATED OPENING. DOOR R.O...---_ ,�_ ; DETAILS U.N.O., PERPENDICULAR WALL MDF MOULDING---_ /� WHERE OCCURS DOOR CASING' r PAINTED FINISH awe WALL TYPE PER PLAN Q �— 1 X 2 STOP 1 PLAN CHECK 1 1.2.04 3/8' i " '� PAINTED FINISH DOOR �� WTIM 2 X JAMB TRIM • a. PAINTED FINISH :r Dote 11/5/04 6:58 AM DOOR TRACK& _ �--5/4 X 4 PRIMED SPF Revisions ` htAGNETiC& COMPRESSION � I FL`.Ri_1WARR •., � �•� TRIM-PAINTED FINISH c �- / I 1 PLAN CHECK 11.2.04 WEATHERSTRIPPING _� - `► (2)Tk1M�MER STUDS f HEADER �"90kTS M_ SEALON? STEEL DOOR JAMB PAINTED FINISH `^•Y_�— � �� -- FIBER-CEMENTLAP (SPEC D FINIS _ fL"2) KING STUDS SIDING OVER BLDG, PAPER OVER. . WOOD MOULDING SHTG. PAINTED FINISH _ y_ PAINTED FINISH FIBER-CE LAP Ex s 3 �-SIDING OVER P�iRt Fran EXFEl�lt A6" 13�LDG. PAPER OVER WALL TYPE _ - -��}-- I�t:R PLAN -- Computer File �-_�.-"-�-- SEA!ANT SHTG. PAINTED FINISH 2350.703.7 DoorDat�111s REV 11/5/04 6:58 AM i PRIMARY EXTERIOR GARAGE DOOR Shoot �� 1 t;� , �, ENTRY DOOR JAMB JAMB TRIM DETAIL A703m2 • 5 SCALE: 3" • 1'-0" ; & 90-MINUTES 3 SCALE: 1 1/2" • 1'-0" -I ht 2n4 ••. . r ... . . .. ... .. . ................... .,.. �.. ,. . .. .r . FIRE RATED OPENING. IA GopYr Q Peal Franks Architecture I :. .. __....�.._---_`.___._ _. _..,-......._. __ - - .._ -"_ _ _._....� _.....�.....r....nvr�+r4w►— 7Rvs»__.--...�..._...-_..-.,'__._........_._.__.....,..R..a....w.,�wl�1�.... ... .,v. qR IMMM' . w , r<Msw . ....' ��f�18lL�'1'1r sTltll� �m I II I ! I ! I If!� I !I III ! I ! ! l ! 1111 �!I11� I ) I �i. I I I Ili II ! f lll1�1111�IIIIIIIII�iII'I111t�11i^Ilfll�llll IIII !!!►(!! I�III,IIIII �IIIII II �Iil II ! IIII I�illl� � h, r "milli,I limoo oil" 0 4 7 IC? Ii 12 13 14 18 17 1e ISS 20 21 22 23 4 25 2e 27 26 20 30 I0mm-1 cm ., .. .. .. . r- _ .... .. .. _ +.n _ 1,;- ! ♦ o-1 ,.:-i:. 7.Y. :l ♦.i F ., : ,I� r _..:. ....r ..—.._. .._ _..w+K.ize'6Y..1•e.�J3L't^lmee_Jl3e�n.:. __. - —._ „�._� , .. ... ..__ ___�.. _.�__,..___.__-_ ..,.,__ ....,.._. _._._...._. ..._._� ._ ... ..r __ _.,.. _..___ ._.._._.�..� __�...� __ .�_.•..._ ___ ._ _ _ .. _.�__... :_—_ _._.... __-_ _ .,. .,.�_ ._c..r.rw,._.r.suSLr.._.�.,..y:_._i . :. - ,.. ... .... •., ... ,. . .-.-,,.>...a..,... .. .rr,... -- ..r., r...._.i �.. .a... �...,......e.: tee.. .,. ,...—. r 'r Y b. a� I OWWIND Y A I \ R-8 b.G11" IN5!j,A(ION A _ AT HEADER FIBER-CEMENT LAP SIDING OVER GYP, WALLBOARD The Ililethod A",Irwtallatlor,Oft BLDG. PAPER OVER is dewgi tot Integral lianylcd SHTG. PAINTED FINISH \ --- HEADER PER STRUCTURAL witv�rrr appMcatl.xu.vme,a tha+ -t 1 :Jjf t ; i tt 1 � '11 V*AXw is installed butnre the ! 1 ; • •:•,: . i ' ( W we+ithsr reswtivs b.Yrter In spsea _ ! i t f lF VAmbw1 , i J' i )' !( c l i (' 1 i N ,.-- L" X 1-1/2"WOOD IttirtlllheP prcvioss tuts Wlnoon 1 t {• ! i : I 1 26 GA. GALV. SHT. cc F1asNnp;fm"leatXlGuide to I t t, , AETAL FLASHINGFILLER atelst krV iew"(s by doy"Otrou7.• I t N to ett oo c and effecttw meMwd i�s1 �' Ior concrsa,ed riastdnp Instauaucn IrrAp i I ; t 5!4 X 4 PRIMED SPF i 1 jI MDF MOULDING st COn�pllanc.wMh 61&b,IIldlnp cats ' I (I r, t xf prayer Inswiabon ue Critics, i1, i i i + TRIM-PAINTED FINISH I "WINDOW CASING" U in reducing potential water leakape ! '1♦'• : � Points. I I ! ! NO SEALANT W __ PAINTED FINISH The krtlawlrtp r-onmber IN,clbus wrn• Awns ` t � dow flatlllnp pro(AAAs NO&CC00- Wyly ' 1 I 00 too W this nmem: 0ho"ty 14 fear U# rn cwe*fw fleaAtn ! INSTALL. FRAME OVER CONI•, A o I , I t2 trach x yb•IW's BEAD OF SEALANT& LAP vertlFbiso,e8e1fAdheetwr �' I 1 BLDG. PAPER OVER NAILING GYP. WALLBOARD liftiopmot Akm0ing Aierntma— FLANGE r 4,&d, 12, fit,as Mton x M rolls U 9"Ohitop'Palyurvdimmi5ewlervf NON-EXPANDING FOAM Cc (AANA Approved) INSULATION BETWEEN -• FW further aesustame,ptlcai e"si rel our tel hal sit,(Otto)7T3.4777. FRAMING& WINDOW FRAME SEALANT BETWEEN GWB b Q r--- � WINDOW FRAME 2 INSTALL II • A 84.proo WINDOW BLINDS --------` 4 °"'"A"`'"Dpbcwm"iliftm-*a" SEALANT BETWEEN MDF A rte,•nr,rap a!,wOh sy�Nd Ya. tMYudew �, Apuyceclamatatrow 11- I SILL.& WINDOW FRAME VINYL WINDOW FRAME - --_ Paul Franks Architecture f �°' "� or _ 1 INSTALL WINDOW NAILING `� ,\ -- MDF "WINDOW SILL" Suite 2Zt3th Avenue NEz TYP. WINDOW IN,,IALLATION A7 4 1 FLANGE OVER FULL BED PAINTED FINISH Bellevue, Washington 98004-7613 Cut t►te eiN%Oft long enough to miser the MVM of tufo e___. ______ OF SEALANT & BLDG. PAPE i 1/8" RADIUS EDGES *-b ffashNtg places to tis appried later. t�W"the errtertor 8olor*insf*0*V the W. Wow apply a rontint.ous / ah*af/Mnp w"s ill a r.•"n W to ent'Irre proper adhaslon b*W of Molstq,dues/sten to the backsh a tats Fax 42 One 0934803.0702 Aemove tie nhess paper rnd press the Ad)IlsshJkV in p4m ;ior)of tuts sw mnkinung hang* tnsrsH Hie win i fax 425 HQ3 0034 W Dort ft top arae of tt,e Naetllnps adh"ve is iewl m1l", dow W=dkV to rt►o window nlanulacrurers SEALANT to top oG(fe of the rough openivig. Note:wflsn using rnsMxtons. FordFiesh, &('her rernovle Drury due kr part of reimvo tvrp*r or siapie M aflr,w ibr iatalgem0on with we*fflsr novisdw berries (1r). Onct ma wvatfrer barrier has bW h�.ic*d under dam Of ;�: MCF DOW CAST i 1q�D fslt,+ft►,ty,remove Nt�t-ai&us&µspar sn0 poet Rrmty Inter 5i 4 X 4 PRIMED SPF -- �'� � "WINDOW CASING" LL TRIM WITH 1/2" X. - PAINTED FINISH pli'"' Q 3/4" DADO PAINTED RAN FINISH SINGLE 2 X SILL JAM �-3 '- FIBER-CEMENT L.AP — - SILL HSA o SIDING OVER '� _ ° BEL'_EVUE, JI�NCTION JUNCTION GYP, WALLBOARD WASHINGTON n, BLDG. PAPER OVER � • SHTG. PAINTED FINISH '��, 2; l t 1 � ' 0 o / 1 , irterd,of m m;0 F /wa saNscM , � wet1M 1'd erap d i te r $ �^➢ qe►hwd/AaF Yp �� .rte Iby saws I' nr.wyc"A* , wrrlbw^Frye) , �'-� TYPI AL WINQ��y HEAD & SILL `,e,dw, dllillillilil I'i I SCALE: 3" - V-0" Vj - --- -1. 4=J terga„ rmnownbfsom innYSl& r 1 ! MDF MOULDING r v+Ml with huflom ad I hcs0ltrrhirq � W AscMr 0 I I (D a ' -"""" t• ! i ; _� —.- i_1� _ �` �_.�\�� ^ "WINDOW CASING„ -� PAINTED FINISH .i J �1� �/ �-,'', "�\,^✓ N �`� GYP, WALLBOARD N Poof to insfsNirip the jamb ffasMny wipe ft window pnoer and pias•&M*)snub Qestwng against the window r jamb Range and sxtwnor wafts with a cisor,rog its unsure Range and fimay peas into p;&C,3 in skryis al'rechon to [� privor adrocainn Ther, cwt ui of j:*of fl Nng king present voids. t=allow figs p,rfsdure lrr tte o►Iret wde M. DF MOULDING GYP. WALLBOARD tD ano•,ph to extend bavond bath Me sill and had!fango. of the windovl � MDF Wr1OD TRIM 0 Sam (30) and (30) ib; details nipmom fife relerae AINTOVV CASING" & Si OPS PAINTEi; FINISH----.., PAINTED FINISH ~ k SEALANT BETWEEN GWB& CU 4 B a ,� f TRIMMER- CV r `, GYP. WALLBOARD�` / ` /-`WINDOW FRAME ,4 "tli"'w,.,;xo hwd / i STUD ; NON-EXPANDING FOAM -- oy I - INSUL TION BETWEEN FRAMING C 1 itrc A�crsy ftmn women n,r wba,w►I.*"*wrmR!MMERu,.NA""a,>j,•� . ' l & WINDOWFRAIrIE {re l WMA N, : so ..� CZ j GLAZING -- _ ¢ INSTALL FRAME OVER CONT. ~ l W1fom 09 hood flange,/arab ilasitlrtp,and sieattxnp wMh a ,o GLAZING TAPE S ---- REAL?OF SEALANT& 0 oo C ciasn rap. Cut a pie,*of Itaehing loop enough to w uvm " , FIBER-CEMENT LAP "t"had tfatiw►g alrltsrde pmp*rfy tre}tind fhe)anb < NAILING FLANGELAP BLDG. OVER �— } SIDING OVER > D lnstafi des head t7yteltMtp by pnst'rtg RmMy h TfNt rtloomnwildmitk�n a the rncrtf torrurwr•' ' 1 BLDG. PAPER OVER \� 00 plats in one dhecalorr to prsvwnt vnida ! used typt�A of Wroolows(rurtlsos mow4d). F•,,r outer i SHTf. PAINTED FINISH SEALANT tapas a fremeo,a,*01111 aft*n"a 1OW ire pahf 10 1QPLAN CHECK 11.2.04 Gall t-BQiD-7T:1-47T/Natktnwltl!for ft wM►obw innowbc-Powes inafn:rc#;LAm. , Technical Assistalnce or Welt our wobelte _ < 5/4 X 4 PRIMED SPF rn Knvw lbrt/fltserr.�m °^ TRIM-PAINTED FINISH at 1 a � fibez� TYPICAL INTERIOR RELIGHT Wm 'U,IO.,:.� Aftft'• w � HEAD, JAMB & SILLTYPICAL WINDOW JAMB - 0 ., VINYL WINDI�W c.XTERtlOR SCALE: 3" - )°-Q" � SCALE: 3" • 1'•Q" n. f __. ;. HE A[7 '- ��-- HEADWINDOWt CONCEALED FLASHING DETAIL �_ 1 SCALE: 3/4" to 1'-0" 7 1 DETAILS INSTALLATIrN PROCEDURES FOR IN-I-EGRAL FLANGE WINDOW APPLICATIONS WHERE THE WINDOW IS - -- VINYL WINDOW FRAME - -- _�- VINYL WINDOW FRAM INSTALLED BEFORE THE WEATHER RESISTIVE BARRIER 1 MDF MOULDING (BUILDING PAPER) IS INSTALLED "WINDOW CASING" 3 PAINTED FINISH 5/4 X 4 PRIMED SPF ° VINYL WINDOW TRIM PAINTED FINISH JAME VINYL WINDOW MDF "WINDOW SILL" CONSULT WITH ARCHI T'F C'T' PRIOR TO INSTALLATION IF ANY JAMB Date 11/8/04 5:23 AM OTHER SYSTEM IS PROPOSED OR REQUIRED. PAINTED FINISH 1/8" RADIUS EDGES Revttllons NOTF: ARCHITECT& GENERAL C014TRACTOR TO INSPECT& � � 1 Pl/,,N CHECK 1 1.F'.0 I MITER CORNERS TYP. APPROVE SAMPLE WINDOW INSTALLATION PRIOR TO PROCEEDING Wrr! :.!NF))OW INSTALLATION. WINDOW INSTALLER SHALL FOLLO:r APPROVED WINDOW INSTALLATION STRK:TLY. - - CJMPLY WtTF'THE FLASHING MANUFACTURERS WRITTEN --� P4STRU(7. r 1S AS SHOWN ABOVE. 7 o. S�ceie - AS NO"I'�— r r1rl1ECtOwn By Franks ___.. .ren11IST WINDOW FOR SQUARE & PLUMB. CE MR WINDOW IN FttAMED OKNING. SILL �rlt_I_ - Phase CC Inter File �+ y� p _ INSTALL WINDOW IN CONT. BEAD OF MOISTOP SEALANT TYPICAL PICAL E 1 ERIOR TYPICAL. INTERIOR 2350.704.1 Window REV (URETHANE TYPE). NAIL WINDOW TO FRAMING W/ 1 3/4"GALV. ROOFING NAILS•HEAD A JANE ONLY . COMPLY WITH WINDOW ELEVATION OF WINDOW ELEVATION OF WINDOW 1,!8/04 5:23 �� 14ANUFAC17URERS WRFI'T•EN INSTALLA i ION INSTRUCTIONS. 5 ��. 4, Sheet �j �. c SCALE: 3/4" . 1'-0" SCALE: 31�:'" . 1'-0" A704m 1 0 Copyright 2004 { Pail Franks Architecture , 5 z. �t," z�3r� `�di�cC+7.1�1I'',yk7�M4�aMaavrtM+rkly4��141�• Nip. __ .._....-_._...._.._.�.._.-..�_,_._.__.._�.. ...._- ....-.-_ --._,_ _,.A._____....-..._- ..__._..,� ..-.•... .. - ._---.__.•-_____._-•.__--_ _.. _..... .._�._- _ _ ..,,..._.,,,.,.�.—."...____".�_�_..._ -..._.__ ....-.... . _, !r '7` Cm I !, IIIr IIIIIilll�llll�llll il,l�{!!! 11111 I,II( VIII •i i II III ; I lnjill lii�lUll'ullllii II III III , .i - IL ULSTM Ili 111 I ! III It I 1 IIItI! i I IIIi II it 1(1111 11illllll IIIIIIIII IIII�III ! II!Iil ! VIII I III ! ! !rel 111 �EGNl►STM � 1 wIR 9' t k f tl r 10 it i 2. 1:3 i 4 1!!! 17 18 19 20 21 22 23 24 25 2e 27 2f3 29 1 -, I U or m e.r l A;M, f3' 7 y y r r , y S. } -„ ..: ,ah Fri. •a <r-, , ,.. ,� ... � �":. " ".San.,aET..W:&..W.ifi h. i.12-.its.:,1AOr :,i.F raa.Gln"«L '.. a-. ',+�."v r '�x'�.tl. ,i :' 4•. t r, - ,• ;3•,; ,a.n„4I. ,, .;> .., N", n", .. .r ea I �=`;i,t: ,� I ,�s I r I. t'� ,:.-+i k,•.,.•;. ,<rl; I. ,:" „ „ .,11,t.-„�......-,,...r .•.xa,.:..r. .w - ..w... ,. eau.r.-_..-.-...-.. r._., ..e...u.p......:,:.-,r_..ra,...,...-....a-_,....._....... .... ... ::..:.._.-... .... _.._.. ,._._. ....._"...,... ..._... .._.. .. _. _...... .. ,.... -, .... _..._ ..._..... -. . _... ,.. .... _ .r_.. .......-......_.. -_�...�... ,_....... _..... -.--.,..._......n..... —......-,.,.-.._ ....... __.-....._..._,a..__-.,,.__-...._...-...-_...",it.,L.,-.. -.H.....-.-.__....ra_-.....-�ti6�9,6r .5._rrN,.tiitu5,�1.W.-.r<..lilS..t�.r...."'•aA..,.��.:eldl..w-. - .ur...,.I':-.i......_!..nyQ1n?S:.yr:.:.iW"_ .urwa.--..-_.1. -"_.._...-_. �....._.,a_,. .._w....a._•- --.... _.__.. .-..v.. _....--"-..._,- _ ....__..-i aif t, ntla. ul:J r a •� 2X BLOCKING 0 NAIL FLANGE------- r 2'-6" - s AT I-HR.WALL _ (1) LAYER GYP. WALLBOARD 2�-6., ' ( - Aos/ r---' FIRE-TAPED BEHIND RATHIryUB 6 SI-:OV,LT. FIBER-CEMENT LAP 5lDih('s - �. FIRE EXTINGUISHER !� �' VERIFY EXACT LOCA i ION OF ROUGH PLUMBING PRIOR OVER BLDG, PAPEk OVER 1` CABINET SHTG• PAINTED FINISH .�"� SEMI-RECESSED � •f0 FRAMING 6: LOCATING -._- FIBERGLASS BATH fU8& SHOWER r-- STUDS `� r 2 _ _ 5/4 X 4 PRIMED SPF ^ T---- 1 1 /r JOINT TAPE ARD � � - Y WALL CORNFP TRIM-PAINTED �~ I N R / I - 1-HR 1-1/2" VINYL COVE BASE 0 ,/f 2 X 8:_"IND .r �; � r � r � y �, � y 4 INS TUB A SHOWS � APPROVED FOR DEEP FILL C/L FIRE EXTINGUt:.HER r" ♦ r �' ,.� 1-HR INSTALL BEAD Of SILICONE SEALANT / U N _ _ _._ . _ _ _ N r - .- _ AT EDGE OF FLOORING 5/8"'TYPE X GWS � ABINET ''- '� W/ MINIMAE SHRINKAGE ,� N S,-�,�-0/8" . �;+ r; IN ';z _ - LiJ - N ;;, _ r N ►� ~� �Iiio5:1� -- - - SEALANT-ACID TYPE SILICON \ ROUGH FRAME CLEAR - _ �._/ -_� _ RUBBER BY PLUMBING �^ FIRE EXTINGUISHER o ,- INC DING ANY GYP.WALLBOMRD . ` _ L SUBCONTRACTOk CABINET • '` � ' L 2 X BLOCKING 0��_ _ _ �Jl� SEMI-RECESSED 2 o I TOP & BOTTOM 1�• 4 I BATHTUB d SHOWER ENCLOSURE (, '�^ -� ✓ � �� ,/ GYP. WALIBOARD- 1 ry'i INSTALL GYP. WALLBOARD PROVIDE DOUBLE STUC j r' FIRE-TAPED BEHIND BATHTUB �' OVER STUDS UFOK INSTALLATION � FOR TUB NAILING i OF TUB WHERE WALL IS FIRE RATED FLANGE EA. SIDE r GYP. UNDERLAYMENT(AFTER < TLB INSTALLATION) FIRE PROVIDE ADDITIONAL ROUGH ��"--.--r 1-HOUR FRAMING CLEARANCE AS REQUIRED —- DELETE GYP. UNDERLAYMENT UNDER ALL WALLS ARE CONST, TYPE 1 Ha. ;ALL TYPE RATED WALL I . BATHTUB d SHOWER WALLS 1 HR. INCLUDING INT, b EXT. 3 PARTY" WALL PE WHERE GYPSUM WALLBOARD PER PLAN _ I 1 ALL WALLS ARE "ON5T. WALLS 0 ALL BLDGS.) fl'PE 1 HR. (ALL. Wf LLS STl1l1 LAY" T IIASED I PLAN CHECK 1 1.2.04 1 HR. INCLUDING INT 6 EXT. '��lll Frank* Ara�lt�c,�w'� % UPf1)y-SYlrBrinlG d PARTY WALLS ALL BLDGS.) SEMI-RECESSED EX ERIOR ALIVANcNc� /SHnWER Suit 222th Avenue�!E " � J Suis 222 9e;!evue t1Ja$n,ngton gBQO.i-701 3 SEMI-RECESSED EXTERIOR FIRE FIRE EXTINGUISHER TYPICAL TUB/SHOWER BAYHTUB at 1 HOUR BATHTUB NAILING FLANGE at Telephone 42a8030792 ROUGH FRAMING LAYOUT FIRE RATED WALLS ONE-HOUR FIRE RATED WALLS Frac 425403.0934 EXTINGUISHER CABINET PLAN CABINET SECTION ______.______ �_. 2 3 - 5 -0" 1-1/2" - 1 '-0" 3/4" - 1 '-0" 1 1._Q.. 6.. 1 '..0 ' Eire r .�r�u�I a.� �z�a & Elacement FIRE EXTINGUISHER EFANKS NFPA Standard i 0: Tobe ._ ✓r^ 2A1 OBC `\� f ld�BELLE UE, • �/ „ \�� WASHINGTON Light (Low) 4 1/4 DIA. X 14 5/8 Hazard Occupoincy 1 (LARSEN'S MPS) 1?1 2266 OF Min, rated single ,4 - SHEET �FIRE RA I ED FLOOR ! CEILING r xe ;;ngulsh r f �� .. METAL �I ASSEMBLY Max. floor area per \ - BATHTUB . 'a � 2 X 1" _--r--�_ unit f A 3=_ Max. floor area for 1-112" VINYL COVE BAKE 0 2X4 V of Mj [ I i I i 2 X 4 BLOCKING '� TUB& SHOWER Max. travel distance 0 48" O.C. INSTALL BEAD OF SILICONE SEALANT Y "r' F - j \ AT EDGE OF FLOORING tg fire Floor area for LARSEN S B-2 c. N�� 5/8 TYPE X GWB sizes and types 2AIOBC, 6,000 s.f. SURFACE MOUNTED BRACKET � - - _~-"-'-- -- FIRE RATED WALL - an 1 ASSEMBLY C� Notes: SOFFIT C (I) Occupancy hazard per NFPA Standard 10: FIRE JOFFI 0 FOR RANGE 1-5 Classlhcation of Hazardo SURFACE MOUNT EXTINGUISHER HOOD EXHAUST BATHTUB COVE BASE E (� 1/4"GALV. STEEL BIRD/ INSECT SCREEN 8 „ ' , „ 1 0 n i- 12 3 1 - -- p �� SCALE: 1 1, 2 � � - \ / Q SCALE: 1 1/2" - 1 0" APPK+ABLE TO FIRST AND SECOND FLOORS ONLY (v a /:.dF CAP INS7AlLATM'I � � J . L So r� ,- � — ROOF 5HEp.THI�.G Q ��I ROOF CAP PER SPEC. SECTION O 1580:'VENTILA'"JN 4" DIA, 26 GA GALV. SHEET---`� �. r i INSTALL 5' MIN. SEPARATION FROM METAL DRYER EXHAUS-1�DUCE n r > -� OTHER VENTS (EXHAUST DUCT UP) i 7 2 x STUDS F-4 THERMAL \�■/ FIT GWB TIG=HT TO VENT' INSULATION 1/4" MAX. GAP. GWB I / FILL.ANNULkR SPACE BETWEEN O VENT AND GW4 W/ HILTI FS-ONE --- _.__ _ CTS ATTIC FIRE STOP SE/.LANT OR APPROVED. s — � j - GWB ( /:' 4" DIA. 26 GA. GALV 'SHEET t _ 2 X STUDS s �i METAL DRYER EXH.AUS"f DUCT �,,+ ----- - WDE REQJiREMENTS 2. X BLOCK W/ -- i UBC 710.3 MEMBRANE PENETRATIONS, I / CT -.-_.� Per+etratlonr of rrembrans+� that are art . . . . '. . .. . 4.1/4" DIA HOLE p I I ,� BORED FOR DU A, C `�,p F / of a firs-resistivr horizontal assembly$hall /'`- I I�!T C R I V R IRE RATED ROOF compty with Section 710.2 � a CEILING ASSEMB!Y Excepticm 1 Mernbn ne penetrations of + - -' --------- ,• DETAILS at04% ferrous or copper centfuits, AleCtrfCAl outlast �--. - 2 X 12 bam, pipes, tines, vents, concrete, o wvissonry p� istroting Items where the,annular - - - _- r AROUND SCT ANT AROUND DUCT AT r Z X 4 6LOCI.ING space la protected In secardenc•wfth Sectlrxw -- VERIFY 709,8 or is protected to prevent the frse _CONNECTION�� BLOCK -"- • 48"O.C. pcaage of flame one;the products of ciao 1bustlon. RIGID WSUL:+TKaN BOARD Such penetratlone shoes not exceed an agVepats area LAMINATED TO GWB W/ TO DRYER Gm of a'►U eq. Inches In any 100 s.f. of telling osserdAes ADHESNIE. R-VALUE TO I ELECTRIC DRYER I �� - tested.•.'.".pout penetrations. MATO,ATTIC ASULATION ------FIRE RATED,HALL. "�� ASSEMBLY" (2) LAYERS 5/8"'TYPE X -----••-_ � ^' Date 11/8/04 5.28,3M GWB LAMINATED IN/ ADHESIVE ~� � IRevisions �- --._. .2"UPPER CABINET _�__. �� 111 3/4" , - ---- '�- __. 28 CA. GALV. SHEET METAL ROOF TRUSSES - ---- `� °� „ CON ECTION A. �JCT PLAN CHECK 11.2.04 ?, -- I 2-3 VENT-7" LAA. U.N.O. CONNECT TO DRYER 2 X BLOCK TO RANGE HOOD --..•______ °LEC1"RIC DRYER � ..i ATTIC INSUI..ATI(?M f P.AW4 HOOD EXHAUST VENT "'"y' FLOOR- �� FLOOD PER SKC. 11900 RESIDENTIAL ;� $ r 1 , EQUIPMENT 12"MGH OSB INSUI.O,TION BAFFLE(4) SIDES OF ATTIC ACCESS I - �� ` / Drewn�- Franks_ r'' Lhasa_ ----- -', GYP. WALLBOARD l4) SII,ES 2-1!2" --___----� REFER 0 71A204.z F------- .—j --_ Gcxnputer File ` .-n-�.�- ----. ._..__- ... OT}tF.R YER VENT C RLA 2350-705_1 IntFroming REV u N'3H f1D SUPPORT ACCE'�S COVER. _ ATT&AA_CCfr�SS W/J-METAL EDGE A TOP OF GWB 22"X 30" f 1 F,t AN c 111 t_K ; l.n! 11/8/04 5:28 AM fr .. Sheet (I C 0-3 SOFFIT FOR RANGE HOOD EXHAUST TYPICAL DRYER EXHAUST SECTION DETAIL TYPICAL DRYER ATTIC ACCESS ? PLAN CHECK 1 1.7_.04 A705ml °v SCALE: 1 1/2" a 1'-0" g EXHAUST VENT-EXHAUST IJP • �Tim F1.00R ONLY ,n �.- � -�-�---.�--.,�- �,,-�.,�-�..,,�--- 6 VENT PLAN DETAIL 7 � -- ,. t) ..opyrfpht 2004 REFER TO REFLECTED CEIIJNG PLAN?+,A301 1, A102.1, A303.1, A304.1 AND A30S.1 1-1/2" = I'-0°' 1 1�2rr 01 r`0" FOR SPECIFIC LOCATIONS. PROV 0E AN AT-fIC ACCESS FOR EACH ATTIC SPArE Paul Frartb� Architecture J,t Mimi I • � '� �;:lei III! ILII IuI ilI i It'ilil�i i 1 I ,, t ilii ,I i , Ii it i ii I ii I t I f i) liu;l ii ( (I iii (i1!;illi IIIIIIIIi 111111111 iIII�illlillll(IIII iIli�Illlilll II!�I IItIIII I I IIIIle 1111 III • 117111 1111111- �,� cm 1 I i l l i I I I l i r +•esw.��T T Ir• 1 1 12 r.1 I.4 IQ 1 7 II8 ills 20 9tt ;Zv 23 2Ia 28 7!i ;39 $8 2f� 30 -:! 1 in, i /. .. .. ._.,.._w...a,._..._..w... ..rr- - - - -" _s_.c.m�..•s�...-....s�..-__a_r.. --- - -.s.sw.wu i i; h �L41•. A '4tV, b ry INTERIOR WALL FRAMING EXTERIOR WALL FRAMING & GWB INSTALLA'I ION :t & CORNER TRIM INSTALLATION ALSO REFER TO DRAWINGS 1, 6, 10 & 11 S101 2 LLJ A.- cr - ;.. /-5/4 X 4 PRIMED SPF C,GRNER TRIM-PAINTED FINISH 9U• •�`` r' ;!. ` SIDING OVER I tJrtir. / ? r :f:'•i: �/J^r ~ \ J +: 1/ i. :ti:::'r:{.;.;;r.,;{,• +r: 'rn-rr BLDG. PAPER OVER SHTG. PAINTED FINISH V TT r?• ,, ...... I ,. / I STUD UJ :. 2 4540'00# �'- ,. 2X4 :r, J::.fr:;J:;' •';':'_ \ 2X4 • •,`• 1 — •r t , J J J,•t; •::';•J.,:,,JJ.?r;rJ:_:• �r;J: r..:,r.,{... .;•.?, ,{..; 2X BACKING V 2 6 (.. T SHAPED 2X S+UD TYP. INTERIOR WALL , g \ 4 r::r:'•J. , J .,..,�•..•,.:;: r:.•:' r:..:. .:',r:, •. •. r::::,::''J••' ° TYP. 5° CORNER INTERSECTION SEALANT ` ,r ti.'::' i :'tr' J':J'1r '•r:'•: ,,:,:::'.:'.:'.. ::. .,;. . :'•: J::,:., J:•r. : J TYP, 45 CORNER ':J•:r:r'L''•r�'•r:•.}'•4` "r'"r''•i'' •rya_ Lr [:-tLJ . r r:r:t..[Lt [ [._tL a [;_1;. 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BACKERBOARD 1 12 8 i Q 5 _ l-4" '7 F` _ � (2) 8 X a P.T. POSTS _ ___-- 1 �= C 705.3 ;.;; ; 705.3 i- EASE EDGES W/ BLOCK 5 .... ' _ 7116" CEMENTICIOIJS PI %E. PAINTED FINISH c.i � TILE BACKER50ARC 10 112" 705.3 _ - - - - _ 2 X 10 P.T. (NO INCISE MA S) 4 X 10 F.T. --- r" � PAINTED FINISH __._.... ___--__- 4 X 12 P.T. W/ 4 EASE EDGES Wi O) C - BLOCK PLANE EASE EDGES W/ BL CK 12 C '��;;;��;:`;;'• 1/4" ABOVE STONE VENEER � r _4 PAINTED FINISH PLANE. PAINTED FI ISH 9j ' 705.3 705.3 E065.27 Z S O , (� { j 1 1/2" COLUMN IN --- 1 �/ �J LU M N PLAN I I MANUFACTURED N r FOREGROUND ~- [ �� ®- STONE VENEER TRIM STONES SHOWN FOR REF. `� � > � � $ ALE: 1 1/2" = 1 '-0" (G Xa X 1-7/8 ) .,... --__-_--- ONLY t .... t M (2) a X e P.T. POSTS OVER 3/4" MORTAR BED IR v 04 a 00 ~ o �\ � � Mo � 0 r� ---'- ' EASE ELXii~S W/ BLOCK PLANE :o• ;1 j I �•�-_ ! •. ' PAINTED FINISH 705.3 / \ - __-- (2) L X 4 P.T. - ___._ ----- p a I / 'OPENING TO STAIRWAY - w �j o I \ M or F Cl) °• 10 V-4" ,, -_-' (2) [ X 4 P.T. ; MANUFACTURED ---_ o i� I -3 STONE VENEER _ _._ _ _ _ o 3 N - -- - - 705.3t OVER 3/4" MORTAR BED IR 7053 --�- I p►� O OVER METAL LATH ' OVER BLDG. PAPER OVER i !3 / A -- - 7/16' OSB SHEATHING -- -- to %\ 705.3 1 I 705.3 12 % 9 `. a ;°; c. FIN. FLOOR FIN. FLOOR 705.3 __.. .�.. '° 'I i o _ ___.__• _ - 1 ^ ^_ I.O, SIDEWALK SLAB ENTRY TRELLIS 705,3 7 MORTAR FILL BETWEEN ----- STONE VENEER& SLAB o �•- CONC. SIDEWALK WHERE OCCUR DETAILS 7/16"CEMENT'ICIOJS ° 1 STAIRWAY TRELLIS TYPE 2! ELEVATION TILE BACKERBOARDN. COLUMN PLAN , A TWA LL 210 I-011 - SCALE; , 1/2" • 1 '_011 LE. 112" = • SCA FINISH GRADE --� r Date 9/15/04 5:23 PM �I 4"CONC. q _ _.. SIDEWALK , : %� Ravlsicarls (2) 8 X a P.T. POSTS W/ �4 ;• „ ;' } EASE EDGES W/ BLOCK PLANLN 2 -0 DIA. C�JNC.------ ''` FOOTING • l' PAINTED FINISH. r• f •••■"oor■■y ern •.•+.Mei 1 '•,•:••;•,•;•,•;•,•;;•••� i. 350 + r ♦ ,+'–"� • . 1 _ _licieLVOTED— – sOS.3 +• , e _Drawn 8 ---::!rinks 1 ♦♦ .� ♦♦ .e i I Phase CD . e • 1 ♦♦ a •. _-- r • a� r • 4 � • . •♦ -Computer File � e�rrr■■■O•f'A e■s■rr■rrroi � 2350_708-3 Trel!h% Details �� -►�----------- 2'-0"DIA. CONIC. FOOTING 9/15/04 5:23 PM TO BOTTOM OF ADJACENT ' S11"ALK 2._01, 2,-0„ Sheet A7083 COLUMN PLA! TRELLIS COL" BASE-SECTION TRELLIS COL. BASE-SECTION __- _o_`pn:��t 2004 _ � 1 .._.. -__..... ._..�..._____. ...-_, Paul Fre�nb Architecture - 1 2" 11-0" SCALE. 1 1/2" _ ,'-0" � � SCALE: 1 112" = 1 '-0" SCALE. 1 / ,/� r wv �':l+`-,,. , -„IR„gN,,,,,,IF•I.. .,Fh'. ...........:. ,._,.. .,:_...,...__...-.., ...,..-F.*ep nAl�11111.,+w—.^.P----•-.....1.1�•-'-...._..-...__...-.. _.. -----• _._ __...__.__.... _._._.. .__ --.........,aerm---........ ,>�',. 1 .` -..<._ .. :. I.All I it I I ii I Ilii Illi 11{ II ! I I II I I Ila III f I. I! 1 I I II 't I 1 III I If 1 I tl (lull { IIIIL111! Illllilll Ilil�lili�Il I IIIIII II 1 I I �I In -11111t lid I ! ” Cm f i I I 1 : atmr sr ” 17atiln.lt�, I � � d � i I t L� I3 I�. h 10 f Is I>I� so *I zstl 23 94 a_5 2e 2; 2e �� an v: y v.. r a.. - ...... 4 . w �s ' F cfl` e 'M w F .d t yN t' 'i " ...e.v`3 'iL....he.:."-, fAAGe'Ai1". ,yiYi W.....,..,._... _..• ■ ■ I IiY I N...§M' r v-..r+ar-..+-....i...;.J<iw.a.. w-.:..,.a,..-. .,.:: - _....a...+w e.k.0..i.n..wu..a..:i w4W+ A !. +W rwi++,+•ua,vwi ....a✓.wv..,.-w...w.mWxL+I:.. .. ...m.... I . iiiWp✓ .- �`ae .:.......:.:. ..e_. - .. s .._. ri6,sdl Rin-Fs�Saanik+.F.M±•S1gi:'�rv'•-.W ... .. __......., , ...,_,-._..._ .,...... INTERIOR ELEVATION NOTES C4O 1 GYP. WALLBOARD BEHIND BAT,�TUR & SHOWER____ ,... _____-.-..- - •,�•--•.-'--- ----- •--- ON A.l.l WALLS, TYPICAL- ALL LOCATIONS REFER TO DEI AILS 4 & 5 / A-105 1 I . i, �;,. 3,-01, •31.0,1 _ _ _ 2'_g" 2'-7 1/4" 2'-9" - I - - .,.. ---- -- —� ------ -- --.�._..-_ �_ _ ---___. "�' 0 5/8" i' U 5/$" 3' 0 5/$" FOR GYP i"JALLBUARD DETAILS _ -- _ 39 } `1" 1 TOILET PAPER HOLDER, 24" MOUNTING HEIGHT w 3 TOWEI BAR T / ' �_ } 48 MUUNIIN(� HEIGHT Cc / 7 \ i 7-- (Aw + [117 fir,' 1 \I I (,` INSTALL C X BACKING� I 17 � � " II - =__ 4COWEL RING, 48" MOUNTING HEIGHT INSTALL 2 X BACKING,, 17 I . iv -- 1 -5 LIGHT F!X'fURE I I & 2 fi ! 26 `1 -- 6 TUB. ENCLOSURE: TEMPERED GLASS W/ ALUM. FRAME _ - -- ( 2 -- OPEN / L s - �Q 36 __ r)PEN -- 'T 36 - - OPEN -` r 7 1ST FLUOR HANDICAP ADAPTABLE ONLY: 3fi •- - 36 ;� I 37 !NSTAI L 2 X BACKING FOR FUTURE W 36 37 - -- : - 37 - -- -- -- - ----- F. HANDICAP TOILET GRAB BARS I -- -� - - r- - - REFER 10 INTERIOR EIFVATIONIL i-- io FUR LOCATIONS. (UBC 1110.b.3)" 25 � E_ _ C4) •- -_ _ -- - � 8 1ST Fl UOk HANDfC�P ADAPTABLE ONLY: 25 _ , Q in r M iNSTAI I BACKING FOR FUTURE 77" \ , r / �„- 4 � " _ t 9 23 22 ` M HANDICAP BATHTUB OR SHOWER GRAB 19 19 � � �19k� 19 k - 23 " 4 _ � ,■,.,.,. (� a ;� r_ "'� 23 -� 18 BARS REFER f0 11.,1.°!OR ELEVATION I I 1 H �__- ;�, 1 ti r 9 18 -� _.___� ._. � 1 �- - -)r __� - -- - -low FOR LOCATIONS- ._.. -i �— — f' 7" , 7" 21_6" 1' 6" ,' I'" " i' I " 2'-0" 2'-6" iJ ?'-8" 1ST I OOR HANDICAP UNITS ONLY: �'t • F I 2'-6" 2'-6 1/?" �+- + ^1 I z1 0„ ,_1�1/4' L- -=- -- I - --.I .... .... .d.. T--_,,� _ ...,. _ ..» 34" HIGH LAVATORY COUNTER, �__.-- --w-- --- a CLEAR VERIFY Wi MI ' Cl-EAR VERIFY W/ MFti. 11 BASE CABINET REMOVABLE, _ HEN UNIT D KITCHEN EXTEND SHEET VINYL UNDER BASE CABINET UNIT A KITCHEN UNIT B, C 8� D KITCHEN 4 UNIT B & C KITCHEN S UNIT AKITCHEN -------• COUNTER TOP 2 MAX. FHICKNESS. 1 �/ 3.'8'' = 1' U" - H.C. ADAPTABLE J 3/8" 1'-0" H.C. ADAPTABLE 11" MIN. DEPTH X 30" WIDE X 29" HIGH 3/811 := 1'-0" H.C, ADAPTABLI � 3/8" - 1'-0" H.C. ADAPTABLE 3/8" - 1'-0'' @) 1st FLOOR @D 1st FLOOR (� 1 sc FL.UOR � 1st FLOOR � KNEL- SPACE 10 LAVATORY' SINK, H.0 ACCESSIBLE Paul Franks Architecture 5 --"-`� 1._J-\ y f 11 LAVATORY SINK %ON-H.0 ACCESSIBi_E 338u5 222 .7813 Avenue NE 21-61. WATER CLOSET, H.C. ACCESSIBI_L Suito (-• • -----� 13 WATER CLOSET-, NON-H.C. ACCESSIBLE -- F3eilevud Washington 88004 7813 14 SHOWER --- A.. -` 5' _ •� r—�-r-�, ( b 14 i 6 ��c-=c+X,�� 1 - _ Telephone*x4280 425 603.079 15 BATHTUB W, SHOWER HEAD OVER, H.C. ACCESSIBLE Fix 4�,� H03 0914 16 BATHTLIB W/ SHOWER HEAD OVER, NON-H,C. ACCESSIBLE - 11 ! w 17 KITCHEN UPPER WALL MOUNTED CABINET, V 1ST FIR. TWO LL VEL II 1 5 C9, 1ST FLR. '•0 1ST FLR _ 12" DEEP X HEIGM f PER INTERIOR ELEVATIONS - t- DRINKING FOUNTAIN 10 @ 1ST FLR 1 Ei 0> UPPER FLRS. 1 �f( 3 }5 18 TOE SPACE W/ VINYL COVE BASE (E.LKA.Y EDFP-117-C 0 `--�WASHING MACH. ' ' 1 1 @UPPER FI R` � ��, �o � 16 0 UPPER FLRS. 1 1 0 UPPER Vi K!,. SHOWN) -' ' ' 2 0 19 s, SUPPLY & DRAIN \ KITCHEN BASE CABINETS .._ 7 , � �•., 1 1, 36 f ,.. NOTE: 1ST FLR HC UNIT KITCHEN ADAPTABLE ONLY: PA BOX. . .. _ �}� -_ __-� i, 30" WIDE, 24" DEEP, AND 34" iIEIGHT MAX. W/ 27" HT. �,' ---• _ _._.T-r-'�,_. _ _._ - -- - __ . fig• - -----• -------- . _ FLOOR - � I . I _ i —_ � � �i ` �- - -- - - -- ---••'- � ,� 1 1 KNEE CLEARANCE, UPPER FLOOR KITCHEN UNITS NEED WATER ..- :-a _1 ,� 8 Q4 1 S F OR NIT T 1 � �...� � NOT COMPLY W/ SEC, 11 U6.1 t.2 f' 'BELLEVUE, e �-J HEATER I ;f, C✓ UNIT 1 r x _ ` 20 ELECTRIC CLOTHES WASHER WASHINGTON W ------� DRYER EXHAUST 21 z0 , _ t ` . __ . _ v - • - -- ° - �' rQ DUCT \ >' ? _ Q rn t _ O N c'x �+ 21 ELECTRIC CLO'HES DRYER W/ EXHAUST DUCT TO EXTERIOR, 2.266 Ez t' ih M 19 i 9 t 1 e, �, I I cb N 9 rn 18 REFER TO ELECTRICAL & VENT FLANS 1r 22 (DW) DISHWASHER U t ?3 (SINK) KITCHEN SINK 33" x 22'a VE121FY' - , � •� Wi GARBAGE DiSPOSAI. .,,, ,, 12 � 1ST FLR. VERIFY SHOWER NEAT) 12 � 1ST F l R. 1 b �''-Ei" 1 f WASHER & DRYER �1' f>" 11' .i" �„■� � .. l OCA TION WITH PLAN / -- "' '•'� �" 24 (RIF) REFRIGERATOR POSITION WITH PLAN 13 (9) UPPEk FLRS. 13 t't' UPPER FLRS. / � � t �• • IST Fl R. 1S (RANGF) ELECTRIC DROP-IN RANC,E� �O d' �._ _ _ I� TYPICAI DUCTED To EXTERIOR RANGE HOOD OVER CLUBHOUSE DRINKING TYP. LAUNDRY �� ..r TYP. BATHTUB TYP. BATH SUB -- '6 RAISED COUNTERTOP M ELEVATION JIT A BATH 1 NIT B BATH 1 ?7 (5) 20" VINYL COATED STEEL ROD, - FOUNTAINS ROO Q 9 -�P -- .�.. 7 '- Cl �� 9 � - .JA - i " _ 1 O 3/8" =- 1'-0" --_VENTILATED LINEN SHEI VES H.C.H.c. ADLOraaLE Q) H.C. ADAPTABLE 3/EI" � 1'-0" H.C. ADAPTABLE � -0 3, 8 1 -0' ,.$ (5) 16" VINYL COATED 51 EEL R01). ►--� 11 1 11 � 1st FLOOR 3/8i - 1 -0 � 1.t (LOOK �,.� @ 15t FLOOR VENTILATED LINEN SHELVES T_9 (5) 12" VINYL COATED STEEL ROD O.\ -. ) 5 2,_611 1,_6., I _ VENTILATED LINEN SHELVES 2'-6" 5 _ ------ - +� 30 (5) 9" VINYL COATED STEEL ROD, Q `.., ---- C--"" VENTILATED LINEN SHLLVES !2 31 (1 ) 16" VINYL COATED STEEL ROD, E C i - L VENTILATED LINEN SHELF M - Cz _ NI 32 (1) 12" VINYL COA.TE(1 S+EEL ROD, CV �S 35 I 33 VENTILATED LINEN SHELF & CLOTHES Gl �t 10 V 1 ST FLR. G \ HANGING ROD, 68" SHELL HEIG IT 3 C 10 01ST FLR 10 01ST FI_R, 3 3 35 � 3 4 I 11 `1 .33 MIRROR. 30" X 36" � I 1 8 3 5 1 1 /� �0 ' 1 1 (� UPPER F RS, t-i O 1 1 �' UPPER F S. � j i _ f 34 MIRROR, j6" X 36" � CZ 00 0 UPPER F RS- 7 36 I 35 MIRROR 48" X 36" _ ,c o � ;' (�" 36 I 36 �� 1' ?'-0" 36 n 1 6 BACKSPLA SH ri - - �- - (►� - - - - 41 - --- --_ - -- - r, - -- _ - -- - -- _ _. . -- - - --- _ I - - CUTTING BOARD.__ . �� ro 37 C INC B t0 , -- : ..;.: ; _:-.•� I ( ! _ - -" . - p '� I ice.... 2 �j 38 MIRROR, 18" X 36" _ '4I F 2 ��" j �� I�•••.,•I t G = 12 39 GYP. WALLBOARD SOFFIT -- - z L■s.....1 - G. i O T ® c 13 o o o t.1 1 2 13 11�, "� 19 0 rT, %' a 2 19 19 /' -40 EXHAUST VENT , 0 O 1 9 19 M I fJ a 2 19 19 9 5 I t�, r �9 5 P 9 yy ^' j r1 1 8 > �■.� N N I � 1$ / I / U) 21.6,1' 1 -3" ' I 1, j 2,_6,1 ' X1,_3„ 17, IST FLk. 1 2'.b�' 1,_�„ j I ';(� ---•a I :r1 .,� -.�.- --+( I' ••�• ��. 13 @ LIPPE R FLRS. �. 'I R. A$0• Cz UNIT C BATH 2 UNIT C BATH 2 UNIT D BATH 1 _UNIT D MASTER _ UNIT C BATH � _ 13 1. (� L►PPER FLRS. 14 3/8" - 1'-0" H.C. ADAPT-ABLE 1 � 3/8" a 1'-0" 0 11 It 1 3/8" - V-`3" 0 FIRST FLOOR 3/8-1K 1 -0 3/B" - 1'-011 ! - U) 1 st FLOOR 4140) %' '�_._ ,•_-- 39 12" DEEP INTERIOR KITCHEN & 38 10 BATH 1001" - I PAPER TOWEL -T--- �_Er�,/A rioN� DISPENSER 1 i __ KITCHEN SINK 36"GRAB BARN 2 X BACKING 1r I" . 'T- -L/ _� LEVER TYPE 42"GRAB BAR _ ;i; PLASTIC LAM 11A ti a 2 X BACKING - '�• � PL A di, s¢ , r re & 4 BACK SPI. --- a.. FAUCET "ONTR'OL / )P .__. (H.C. ACCESSIBLE) - ' ��P' "� t" •`-. ' .. . . _ . _ _ , . _ .. ., . . .. � _=1 T � � Revisions 0 PM LL�vLS, , ` .. + . � � ••r--••'`� `ri Date 9/22/04 1:1 T01LET PAPER - '`..t1l2 0 24 19 19� `� v� 0 u -Uj °2 DISPENSER ! 'T 25 -1 23 I 100. SPACE 1 I ni iV c 1 � — T N c i c� W/ VINYL, BASE ----N• --- -- - + ' ' . _ COVE BASE 6" VINYL COVE i r _ 2' h" 2'-6 1'-6 I■. - -- _ ---- ' - 6' VINYL-'' � 1 7 3 O .� _ _ INSULATE EXPOSED _ _..___..� I.. � - tilNlt BASE � - COVE BASf PIPES UNDER LAVATORY MIN ( I FAP ----- -- -•--` male__ �_ CLUBHOUSE CLUBHOUSE orp,ti,n By Franks _ � EN KITCHEN _ Phar_-____ G°__ -- __-- . TOILET ROO,,! TOILET ROOM 1 KITCHEN �_ 1 g Computer f 1-1e r 16 3/8" 1 ..0" HANDICAP ACCESSIBLF. 17 3/8/1 . 1'_('1' HANDICAP ACCESSIBLE 3/8" - 1'-0" ,HANDICAP ACCESSIBL.F. 3/8" m 1'-O" HANDICAP ACCESSIBLE 9322 04111 10 PMEle�� j',Y b T'x R� ■ f 'Y 1b St'�eet A8 0, C.�pyrlght 2004 f Paul Franks Architecture " 'k, ' [ : r dtti K:+'1tM'�P "' �llpin �"9+ F5�"GCMiF`r+�Nli19FtANN'4M.� ��M ....,..,_..........ww.. „■,..v ..,,...»,.. ' !I ' !III IIII II! II ! ! ITU I li II I Ili II11 I I I i r. 1 ! !1 !i I . Ili I I II�lt IIII Till !III lltl 1 II IIII IIII IIII II,I I ! !I I III I! IIII I. II '.I;I ,IIIIIiII ill!' 1 r O d Et 10 1 ! 12 13 14 18 I"7 1!1 Ifl 21 22 23 24 �!S 26 2 2820 3 ,2.. 1 rt ,d v I ! I ! I 01 I POST-FORME G H P.PLASTIC. vr, -- _ —_ ROLL-OVEF1 EDGE 1 I 4. 3rd FLOOR 07L, KITCHEN ONLY 3/4" POST-FORMED H.P.PLASTIC H P.PI ASI IC ;AMINAI L POST-FORMED H.P.PLASTIC LAMINATE % kOMINOVER EDGE ((� - I / RADIUS CORNER --- - "4--- CEILING ----------- FACTORY FABRICATED ---- - WALL CABINET INTEGRAL BACKSPLASH, - FASTEN TO COUNTERTOP& EDGE FACE OF 1 LJ .,. _ _..-_ 2 X 4 BLOCKING BASE CABINET 12" I,PP1 R C.AB?NF i -- - HEADER PER STRUCI. -- __ KIICHEN ` BASK: ISTD C'OI.JN�I'IrI2"T t )T} 13A( 'KtiPI .ASH = TELEPHONE -- _ 18"COUNTERTOP 1/4" X 5t'.'tl 1 1" 1' u" CJ JACK 54" A.F.F. � �� -- 3/4 SCRIBE AT WAIL ['[ RECEPTACLE 48" A.F.F. 1 SINGLE TOP PLATE ELEC. RECEPTACLE BOX FLUSH W/ BACKSPLASH CUT BACK- 1/4" x 3/4" I I SP.ASH ARCUND BOX. WOOD TRIM - 1_ -- �_ _ 1 KITCHE N COUNT TOP PAINTED FINISI Paul Franks Architecture - - BASE CABINET 3x;05 108th Avenue NE 222 Suite 222 - Bellevue Waih ngton 98004161;1 FASTEN To 2 X 4 BLOCKING Telephone 425 803 0792 Fax 425 803-0934 BLOCKING AS RE.Q'D 91 FOR BRACKET 6RACKIr_1 BY CABINET KITCHEN BASF_ MFG. 6" FROM EA. END. c:ABINEI EQ. SPACES < 48" SPACING rti P 6"- F , I �., WASHINGTON 2266 1 /• T .HEN PASS-"T'HRU DFAFAIi. S OF �ti KITCHEN 4„ _- I' n° ..__ H.P. PLASTIC LAMINATE COUNTER TOP BACKSPLASH ALONG t1 P PLASTIC LAMINATE & BACKSPL',SH / ADJOINING WALLS C� i BACKSPLASH �/� 1 ; Noma �'l . -- -' SINK INSULATE ALL EXPOSED --�-� C J '�. H.P. PLASTIC LAMINATE ' ., _ . _ . _ _. PIPING WHEN ADAPTED , (D FOR H.C. TENANT ONLY (N.L.C.) COIINTF.R TOP 8 W o:0 �� CUT OUT FOR PLUMBING WHERE MIN LINE OF FUTURE. KNEE SPACE z z _ -" Y OCCURFI. VERIFY SIZE W/ (\, WHEN ADAPTED 'OR H.C. o w t PLUMBING MFG (\, '� -� TENANT ONLY(N.LC.) .; 1"OW BHANG TYPCIAI O 6„ v H.P. PLASTIC VtMINAT! COUNTER � REMOVABLE ._ _ I ..REMOVABLE CABINETRY AT ALL H.C. I I • - - ADAPTABLE UNFTS (30" MIN. WIDTH) m ---- - - --------------------- � @ END TYPICAI �I c� �d LILTY P FOR FUTURE HANDICAP ACCESSIB " V1 N r a pC'4 ONLY WHERE A FORWARD APPROACH IS REQUIRED FOR ACCESS 1"0 E_AVATORY. C SEE IJBC 1110.6.4.2.1. cl)(n< c 6 . , �0 H.0 . ADAFFABI.E BAT HIl00M CL SINK. BASE C,AI3INE�' TYR BA'T'H VANITY CABINET � > c ,„ LAVATORY COt_JNTER TOP PLAN (, z~ o O PARALLEL APPROACH }- UBC 1110.4.2.1 LAVATORY. A 30-INCH BY 48-INCH ! 30" X 48" CLEAR SPACE SIMILAR AT KITCHEN � MINIMUM CLEAR FLOOR SPACE POSITIONED FOR PARALLEL PERMANENT CAr31NE. UJ BASE APPROACH SHALL BE PROVIDED. �, ! REFER TO UBC 1 110.6.4.2.1 � EXICEP'TM : LAVATORIES WITH A FORWARD APPROACH AND COMPLYING WITH THE REQUIREMENTS OF SECTION 1 109.10.7 FORWARD APPROACH MAY BE USED. CABINETS OR SHELVING MAY BE INSTALLED �' 30" X 48" CLEAR SPACE SINK 6 112" DEEP MAX. BENEATH THE LAVATORY OR VANITY IF SUCH CABINETRY OR / REMOVABLE CABINET BASE REQ'D - SHELVING IS NOT PERMANENT AND IS EASILY RcMOVL=ABLE TO PER UBC 11106.4.2.1 I. INSULATE ALL I ALLOW KNEE AND TOE SPACE FOR A FGRWARU APPROACH. "- '� EXPOSED PIPING o -HANDICAP ACCESSIBLE KNEE W X ACE. 17 HT, X CABINE=T & LAVATORY APPROACH DIAGRAM COUNTER TOP ,8"- i' � MIN.--- DETAILS i I I KITCHEN SINK (" A CESSIBLE - i !► _Date_ 9/22/04 1:17 PM Job No. Scale _ AS NOTED_ Drawn_BrT Franks�_�_ Phase Computer File 2350.802 CabinetDetalls 9/22/04 1:17 PM Sheet (A ✓ �'� A802 __ i v Copyripltt Paul Frniks Architecture i ,� ,r,.: ..'Wgl7pin3$f�, �•T�•�+•.-+..^".'.".+`4,','�'.�Ts!T!1�,T!""'!'r "�,p�•—."'. �-.—.-_ _. •+.+.w+,.+o`. —.. ---u•n. �.a: ---..1..,rwR—...�.._.«..:..__��-.. ,. _-__ ` d LENST� C II i I T ! XI I ( II I, IIII�111 �!II �IIII�1 L, 1111 III III I �II II�IIII�IIII�IIII�IiII�Illt�llll�1111�1lII�IIII�IIII�II , '2�71�112�� a{��II�II �� TL� 9 ICS I I 12 !3 I�! 16 17 Is I� 20 21 ?_2 23 Seto fd a'8 < .s Iomm.;cm ..„a,..,..-„- lip : ig - , t•° ,stn , S, f P ' t!; • !:jq • k4_ ' -S7*'-'�4'kik Y:H!'::�"e`•,R'r.9';. .... ;'..:.._. ....:... .,. :-.a_ d:,s.a...:.+.'iW_,ur«:::..:,.,r.,... _,-...r,.......,w..u„w.w.:.o..r....ew.b.+AMwu..Rl.Iri4 .W'1eGYmaw:::ti.:i.---'•PCGreati.ekW.fMwar:.laiiNLdwdY."s,f:.w.n....:.,.....u.«»...,.....•.. ,._, ._, , ASSUMED CENTER LINE OF R.O.W. w - - - - - - _6 PIN STR N-- - - - - - - - - - - - - - - - - - S.W. DURHAM ROAD _-- - ----------------- --------_------- -- --_ --_--- - -_- _ i -- -- --------- --- -- �- - --- - —16 PRU OLL- 5 ACE RUB R - ------------ -- --' '-- - -- — (r.RTERIAL) ---- -- --- --- '_- —_ - -- --- -- -----'-- -- -- ----- ---_---- u -_-—-'-~ -- r 3 PIN STR N I ar M Al<b UNL 9 VIB TO 4 EUO ALA 6 PRU OLI. . ._ a 5 NEL SEM 5 ARB UNE 3�PIN STR N 6 PIN STR V s ;fel Nl I ACF PAI R - I - - - - - -- -4 EUO ALA - - - - �SPI BUM _ __ _ �� f Paul Franks A,rchitweture I 360b 108th Avenue NE Suite 222 I ` + I Bellevue, Washington 98004-7613 i - - ' ! _ ';}� • '�- Fax 425.803-0934 3 0 92 . / i •^ �Ar � Email franksarchCaol.com 30, r _ ._..._ -_ 30'--•--- ♦ ,r.' ,�, I � _..w. � -' a ��--_ � .�.. .... _ - - - -- .x x�� -�"� � �"y+� � -- ------ r , , , ''� �r' j:/ ' <� • 0 I 514 I J • r � 2 A ,f UB , 102 1k ;. �•'' �, 3 I HU PLI CD 4 CAL DEC — / �.., ty - 61� � rll / I --- - - - • ;. r. -------t --ANNUALS I I�TMLIE ,�. ELI`I'� 5 RHO DAP .- • /r .r rr ni✓ -- L - 1 1 ` I/�.• •. ,--.•s-t1*';••. .- .• r r., -✓.r ✓/J+i°•J,r., I 5 HE L SEM 1 1 , I j I• r. , ! // f•r// ,'/✓., "` r- - I 7 ARB UNE ' 1 1 1 - ° r•s . . f r . ./ i. .r r r r . - 19 ILE CRE I �, ' 5 VIB I-EX& .AL-'a_- 1 --s `� " __ r r r ., r/a✓, r y �--- 5 ACE RUB R 1 1 o l r fT•. f .y UNI I -------- - 1 s r 1 ILE L 1 _ r— I♦--- �—� — r r,r r 2 I, 1 " 1 \ . ll ., a.,.•• r•. r/ I 1 CUR KUU ' S POL MUN I 3 ACE CIR -- -� ' w __I 7 VIB DAV ' 1 , 5 VIB TIN {�. J. ' � ,,, .' ' . - rdr 1 PYR CAL -----w.: 16-------tom 1 PYR C4.1.. 5 VIB DAV �: . Ir, o 1 --- 5 AZA TRE r,r.�r✓./✓•! I I N oft �Y1 1 ACE RUB A M r r - 5 VIB IN .'- _- - - -- ---- F- Jit IJNE /' I �•I '1 ACE CIR _ ^<> — 3 NAN DOM n �� "i� !, . . ?^ _ _L- _ - E I 8 AZA TRE w V co @J 1I11I T1H��t I �� /, W Q Q ' ' / / / • . I 'I-�I •, ' - r r ! r . a:r_ kY I — ---{-- — •si W l:J Li y ♦ ♦ ♦ I I a W 1 ACE RUB A ! , , ACE CI - p r _ - 10 RHO ELI r!. - LL-ERU o BLDG E -O�- 1GALA TRE _ rte, ' 1 t I — - 5 RHO Ell ��II c� ✓ =1 24 units 5 ti H A • • , , . . . r B -E - ibl r•� r t i TFiU PLI 'r / f E ✓; '2 PYR CAL '� - - I.DG A � 1 PYk CAL I r a w t • 18 units ----- ~ .... ., EUO At � /" ! � 10 ILE CRE GI- r -}�, \ -___- ��".•� to _ � -�I ' J-2 PIE JAP ' r 5 2 NAN DOM r, tit I `/ - - 4 7. NAN DOM I o♦I-ur/ 1 I Ib AZA TRE • ... �� ' rim,.• ./_/ r I_ r - ': "�.«••I / /. ' I a N • �../r ' •/' 5 MAH AQU �_ 13 It F CRE I �f ►� 5 VIB TIN `•. \ • r•." r i�.�" - J i. > - - - .r ! >l t I I N � 12 ILE CRE_ ♦, C / 1 ! _ .r r r ACE gull A . ---- - " • / r •. 7 VIB DAV ; � ,. .. -, f r2�~PIE 1JAP r ! ! -- I R-12 MULTI-FAMILY RESIDENTIAL 5 MAH AQU !f r/• /.r✓,!/✓!✓.r r /. r,'., J I'IJCTvT'� - ) � Orn 2 PYR CAL (EXISTING DEVELOPMENT 1 PIE JAP - ;', �!r✓i. r✓✓rr/f.-! . ��/1�, /•T7 ' '. - - -` _- _ -+ - ;*S I r, /-r✓r.�/'✓'! to �]�dAE! (? I •Jv`JJvrr As /r CLUBHOUSE I 3 kFI0LJNI I "' �l r . : r✓r✓.//ti'. r' /. 2 ACE ClRN 1 ELIO ALA 1 , . ,1/v"✓✓•r / r� ! r _ ��G�� (\ - _- ' 5 PIN SER N ��IOep �I 1 CALL DEC-- 5 EC 5 PIN STR N I , r✓,/./v/ ` r � - ♦ 5 HEM I N A/ C__ r' .,✓✓r � .� 'r _ ., � / / /•/ /� e I _., I � � Q 1 ACE RUB A y A`�t„'"-.� � ''`T--'_. L,,- =10 PRU OLL' r✓•rr / /; r ' "'-n _ C r l �� 1 .,:,/r r r . wl /G P N STR IV I M �./ r ^ - ' 6 HEM ; 4-4 w w w.www - • I `•r•; "' ..� r r r. r r r �I/ w• r • '/ 1 OA? 11 ACE PAL B00 . ' 1 ELIO ALA ,+,. • � i r'r r. !, �EUU Al -, . • , , ,;./;,;' r 4 1 w IM' 5 VIB DAV ' I 0 + 1 r:i/r.•, r ,� ." ' 22 AZA HIN_------ 5 FRI CIN -t dV DIJRH.�M �,w` r J!; r•r >< r ; !.'• J PR4j OLI_ -- 1 ACE CIR 1 CAL Df C. ' G� r l /'. r ! !!r, ! 1 AC C R 3 KAL LAT 7 ,` i Q ap 1 13 STR N I r- • 1 THU PLI 1 JIJN CHI o •/ r .r i ! . . , :✓,, , ; - 30' 1 CO • —; I - b VIB DAV r 2 ACE PAI_ S q + 1 • , r _ 1_ACE_PALS •------- - •.... -------•----. ... ----- i_._ j PIN ST 2 NAN DOM 6 HEL SEM '' _ ,' r ,r✓,r✓.• ' . -' " ACE C - , 1 �, 'r�rrr✓•!/✓..�r^� :• y •-. /. / r 'r//.;,,., — '�� RI IF+ u.l RHO UNI_ iJ•r..r.�✓r✓r!l.:.,,' W r r / 1 _ 3 ILE CRE MAY.BOXES ---------------- -----------16 HEM l . Ps- 1V r r r.J r l. •r.,' "J r. 4 k r 3 PIN STR N - ?,� -- Ir--- I '• - -- 1� 1 f•rl r J. r•: �' ' J r e 1 ? ' 3 PIN STR N ' • ! 1 10 MAH AQU 1 • ■ r.J r✓/✓•../ C> , . . r:r ." \' ! 1 __ i�UU 1 ACE RUB A t .- r�'; -_ -r- - -____- .- -_ _._ —__-• • S+ ; i \ ;` ` t�l '� �'� - ,i �* i -�1 ACE PAL B 1 L------ „ `� � - ;; , 9 PRU OLL 3 SPI BUM �( r I � • ,�! i r r:•r nr•r 3..�.AL`�C G ., '� PIN STR N LANDSCAPE 4 RHO DAP _ , . ♦ - ---I__� _5 HEM , PAN - NORTH 1 JUN CHI I --r ---- r / r , . �, I 3 FIQL WIN 1 s ! 1 r rJ✓•r f r� \ ! `°fir i r 1 ilii) PLI r o'' - '.' ♦ - - _ 1 5 Il 1 � RF I PORTION 0F SITE '� �i r r.r✓r r. . I' r-- --- 1 R - 1 PYR CALL ..-._ ,o J ' , •,•,., 'r-✓r rr. .,. I II ' .. X.`- 3 ARB ONE ; �� 1 � :. 1 PIE JAP I Date "I 2,t 0�- ,rr,_. \, . ! : , , ,�. ._ _ }j r•-•----_1 Il3 ACE RUB R ; Ri11htND11! r,r./ / J✓yt .• r ,/ ' ,.� I , ---' 3 VIB FIN r-r/i r r, ✓•r! ✓v^•/•r/L ' //^i s• 1 PYR CAL 1 n(.i .IR "w 1) r"/"✓,I✓✓✓N•/'✓'.^✓'•J.r /-!•1✓.• ••, ti•►+'f,,.••,./.�.�.... II II _..._.._ . —• � __._� _____� � ` 1 r,r... ./.,,,,/..r,•r:•n/•.rr'•,;+,r✓!'✓r•/ r ` ('' .r ` ' !� 1 I _� �- r 3 :iF'I BUM ___ r I I•r✓J,I i., !.r./ !•,. ,» r r /. J 1 -_ 2 JUN VIR S i I - -- -_. -_ ✓./ r✓v✓`r/✓r r J , r!. .'3S *,. r cc - i i ; JW No. f ' r/✓./,.,r✓•.✓. r.„/♦ !. ✓/•! I t l 2 PIE JAP It, I w $ca1e - _� 2O. 7 At 'iiV 5 TM PLI H L40� UNt r ,:/ r r r r r �� ;; $ S.w•. } ---r--- i DFSW11 By - ,�, ., 2 JUN IR S 6 AIA TRE 1 AC: RUB R I F .rr . ' 4 I.. t r„ / _. �. _Lw _ _ _ � [� ) PLANE S- -� �.. ,� ! >>r 1 ' l.,A N 1)._7� [ 11 P E Computer File - 9 1 ACE RUB A MATCH LINE � � I�,J NOR] PORTION OF SITE 200406 L-1,0 CD - 9/22./04 3:25 PM of 20' 40' 60' _ Sheet } ! ” L 1 � � GRAPHIC SCALE 1" s 20'-0" �4 " A Copyright 2004 Paul Franks Architecture w . AK TREE APARTMENTS R-25 MULTI-FAMILY RESIDENTIAL y :t ,'TINIG DFVELOP'MFENT1 `"'"►«v ___w___ ._.,,,,,,,,, , �Jd :.;. ,, , - .• .:. „ ..� _. .. -- _ .,.,. _ .._____.____ _.__.- -_--_.._.. __•_ .tea, , 1°I `.w Baa a stllrw 44 I I„1, I L. I It II Ilfl d ylA 't44 4,,` L.E�i1�IL,ITY>iTl CmI�IulIlllllLll� II II 1111 II IlIIII 1111111 (IlI�1111 Iill I I II I i f� 111111111111 I II! 1I I�i I I�1,IIIIIIII�IIII�IIII�IIIIIIIIIIIIII�IIIIIIIII IIII�IIIII11111IIIIIIIIIIIIII'III I,;IIIfIIIllll1-1111�lll ilii I II ISI I I r o I O 1 T T10 1 1 12 13 14 Is 17 tfl® 10 f 10 21 2?- 23 24 26 98 327 fig 20 30 I O�m.l cm I 4, s . N pp d * + , n , • f y y .A, , S i v 1 - f t' i I . I 4�1} 1r� UJI 17 PRO OLL r :a Y � 5 AZA ]-RE `� ?,\`' " r ` ,<�( h�• l r BLDG B 1 -`~i~ - i•!'J t, • ;� 'G � I. I Fr --•II �F7 I \ L,4 llnit$ . .- l; I 1 JUN CHI VIB LL „ 1 P f \ 7 f AV ' r•r r ' ' 10 ILE CRF t ---- 1 „ I 1 1 I ',.- - r i 4 ACE CIR I i 4` - I Ii -_--- 1 ACE RUB A �—__ ' :,c.7 1 APARTMENTS 1 1 I 1 rr e 1 _ APART _ 4 AK TREE ' 3 LEU FON i + � � � (/ 1 ACE CIR haul Franks Architecture yf I 7 RHO E - R-25 MULTI-FAMILY RESIDENTIAL u 3805 t 06th Avmiue NF_ + I 1 Su,te 222 5 VIB DAV_ -- 3ellevu Jash1 n 96004 7E1 3 i1 9 (EXISTING DEVELOPMENT) 1 - I i I COR KOU E aY nto • '. 3 EUO �LA------� �I e ■ ;---'i-ACE'Rt18-k'-1 � 1_. _-�.o..• :R�, 1 c r' !�—__ i , - e ' Telephone 425.803 0792 ---- Fax 425.803 0,934 I' 1 10 AZA TRE 1 ` " 'T• I Email franl<sarch(0aol.corn 10 ILE CRE � ' _-;------» i •. ___. I —_-.-.. 1 1 ! • - � •~ _ -- 93 , 1 f ;.. , - �6 SPI BUM ' • i 2 NAN DO, CD i '�I 8 AZA HIN a r�I� off5l 7� - ' ( � 4 p. 1 4 PIN SIR N -Z i —* 3 - '- L' t ILE CRE ^i ACE RUB A - - ' KJ1TItLE 1 Ji ' IS - 1 S OLL _ -- - --_ _ � 7 VIB DAVPRL, i - J 3 PIN STR N-- OIRWON - --y---•-� • 1 COR K OU 1/IN0 • '!, �� 1 ACE RUB R M 1 PYR CAL — . :r-. ' JUN CI'1 r I 1 PIE JAP w _ > ' 3 TIJIJ_ - ------ - --- I ' PLI 1 • hARHAGC f ! I POI- MUN --5 RHO DAP I �/ • 1 THU PLI_ 1 c 1 COR KOU ' 1 /SCE RUB•R 1 ACE RUB A 1 - 1 ACE RUGA p i ^"r. , F 1 Y�� •�� •– :._sc 5 SRR uNL __ ._ •----+f-•–_ ..-------- - - •`�-------------– _-F'- � I I d 1 r PIN STR N - i. �••� 5 ARB UNE 1 74 I CR .. ■ w ` I 0 / 1 1 M ✓ 1 CAL_ DEC _�_ -- _ �_3 WATER I Q 00 N yV 1 1 r Z 0.4 Ln C + i YP.HO ELI ' 1 1 1 1 ;4a , M • ■ i 2 PYR CAL X C • Li 1 1 ACE RUB Awcc wLA— O z ` ' I LEU F.QN 10 ILE CRE GI aI - _ � 2 NAN DOM �+ OF�h CAL DEC 6 SPI BUM a �r M L- w 4Z 3 ELIO ALA ------ 1 1 2 JUN VIR S 1 i� f1 , 10 AZA HIN 5 RHO ELI • 1 r_t 1 PYR CAL i C4 i e x,•. .. . I ' y / � , { • * 1 � : ; - .___-_- ,---� -�i--- '� 12O PRU OLL I 4—a S ILE CRE GI �, -- ;.� _— 5 RHO ELI 1--� 5 VIB TIN i 1 i _ A_i l 1 (y I C\1 :- _Ll�°>LIJ?S2hL I I f _ _._.._—i ---- �' (3) ' PYR CAL N N --T 1 PYR CAL 1 .l _ -r 3 LEU FON f �+ .. ° 1 _ _ _ - 1 A�FCiR i 1 1 ) 13 LEU FON i E C __ 3 LEU FON 1 r r, 1Sim, T. _ , 0 — UM Z ACE CIR I 44p� '0 1 ACE RUB A 1 ACE CIR ! _ 1 1 PIE JkP3 POE MUN . . —� I 0 ,� I C BLDG D -- -- ;. 1 PIE JAP ; ___ _�, � 0 -- 7 PRO 01_L , t -- S RHO ELI i 18 units r '-- ' — - BLDG C __ — — ,,_ =' / 'ii o 1 ACE R, 'i R S VIB TIN 24 units 'I D1 PYR CAI. F- Ir • ■ 1 PYR CAE_ -- ---- f 10 AZA ?RE 1 r —",'� 3 •i1'--'- r I U) � i I 1 W = O LAZALIRL-D� '.:3 1 12 JUN VIR S CL >Q _ 2 .)UN VIP. S C 2 PIE J P L v I 3 EUO ALA_; 2 NAN DGM a fr—�� / _� f --71 6 AZA TRE I d E i I 0 CL • MLLJCn dj 1 1 _ 'i Vlri TI 13 ILE CRE 1 ---- - 1 i 1 I r i f _ `. 1 - I—�_— I to Q3 N 1 I ZPfl�LI...-T' .--- 1 PYR Cr, I 05 5 AZA TRE. C1 v ,i rj RHO El.iVIB DAV I 2 PYR CAL --+--r ----r , 3 POL MI JN '_ 1 I , �: , ' e ■ �� -- 11 1 ACE C_IR__+r__ ( e I 2 CAM SAS P _ 3 FIN STR N u-_. � 1 1 PYR CAL ' 1 ACE RUB ) 3 NAN DOM J_.-....,______- •_ — _. ------}--- • x� i 5 PIN STR R i i� 1 CAL oEr. , A4 A _ - —---r- LANDSCAPE / ARB UNE __ LRHO•UNI_--_ — I i____�r M _ ' �_5_lIFI7 PLAN - SOUTH r 3 PYi,CAL' - �_. • �•, , , : , I PORTION OF SITE 1 THU PLI 1 ACE CIR .`.` �---- -- 0, 1 I Date 9_/22/04 ; ; ----------------- 3 1 ' Revisions__ _ \ L ■ ._-------------- r e t '1 1/ _ A 5 THU PLI H 1 A !j ' !'� )� - _.& `}�!►1E — 3 RHO UNI I I LOT 460 g(•E RUB A 3 RHO UNI 5 Tflh PLI H 1 ACF i I i ELUS 0 4-- • 3 RHO UNI ° ' I A �1 Phase CD ARB UNf� ._. � .�1B.A I j 3 RHO LOT 4400 -- A`� 9 7 AhB UNE -- _. , I I 1i LANDSCAPE�a Ply c Computer File j - --- il' H PORTION A _� _ MATCH LINE �•_1,SZ•_ - I e + SOI I C�I�.TIU , N OF S 2oo4os L-1.o Co L 1.1 I 1 I I lIi 20' 40' 60' 9/22/04 3:48 PM R-4.5 SINGLE FAMILY RESIDENT IAL Ii 0 �'�t (EXISTING DEVELOPMFRI-T) �� r .. LOT 4900 LOT 4800 LOT 4700 ,� „ L 1 . 1 GRAf'1IIC SCALE 1 z 20 -0 - -- — - -- -- - ®Copyright 2004 �":�s NO Paul Franks Architecture PA �1'`!4lJMr9dk'v�. .,^int;`fi.XarF4�Aly'�?1iP �1+tl�!Ctr��►°M1�'IE/M�1*' °"..w. :.,. _ -"+"."».^.+war.ns. ,...^,.":. .,. - py � � , :-e � ; –__— --------- C _--. cm � lllli��' ;fl III�II I I 11111111,101,�'n �� ae �a 3'c,LEQ11111.ITY13TRUPIIA Ie {3t4 to t7 10 10 0 21 22 21 24 2g . _ — - _..–._.- �rAta�r .. ar _ • ..., + w+rM►m I+dt t' 10mm&I Cal 4K is is 4 t d sv w � oy - r t - ,y. w a - - .n .u... .y .. ,: _ _ ....SnMwa...ti.i:,.c::. ,._v.::_.ve. - .... :ri' '--.sar:LuhE.:;.s'Y'r.s_.,_._....__-..,... _..,...,. .,_ ,._.. ..__w_...___.._._....__-___._—.....-,_a. _.. ... __...... ._..., -_..,..., . .._.._.. _._.,......... ___-._ ... _ _.-. - _.---._.. ...- _. _. ..._...._ ..__...._......._...__:_.e........,.....e....W.......-,._.-..-- ._—.. r.....:.._.-__-_.,._._....—._.:._.._...._.. .-.........»..__.. _-._.__._...s....._i-.,._..1.. .....rnr:a r LO U REINFORCED RUBBER EXCAVATE TWICE DIAMETER REVEGETATIQN LEGEND U NOSE OF ROOTBALL POSITION ROOF PL ANT LEGEND z `I' SYM130i BOTANICAL- NAME COMMON NAME ZONE U ti12_ GALVANIZED WIRE, CROWN 1" ABOVE FINISH GRADE Ql Y SPACING SIZE �y QI y Iv BTJTAwc.�►L t� G(>M�lC7N NAME Cr 2 STRANDS,TWISTED T iF i l �l I1 SYMBOL RLr•RESENTS ONE PLANT AT SPACING REQUIRED, NOT MATl1RE SIZE Cr r 0 A(.t Gf+. 25 8'-10' ACER CLRCIMAIUM VINE MAPLE 45° I 4`I„ 2"BARE(MULCH AS SPECIFIED. ACE PAL B 3 6'-7' ACER PAI MAIUM'BLOODGOOD' BLcxJOG(X]D JAI' MAN t ACER M4CRUPHYLLUM BIGLEAF MAPLE [OILY 10' O.C. 3' OR 2 GALLON ACE PAL S 3 6'-7' ACER PAI_MAIUM'SANGO KAKU' CORALBARK MAN f Paul Franks Architecture TEMPORARY WATER BASIN 2"DEEP- ACE RU6 A 24 CAL. ACER RUBRU 'ARMSTRONG' ARMSTRONG MAPI t 3HO5 1 ONth Avenue NE • 6, f ALN IS RUBRA RED ALDER MOIST 101 O.C. 3' OR 2 GALLON ACE RUB P. 30 2"C:AL. ACER RUBRUM'RED SUN SE T' RED SUNSET MAPr E BellevueSoile Washinglon 99004.71613 MINIMUM 2X2X30" Y CAL DEC 16 8' CALOCEDRUS DECURRFNS INCENSE CEDAR 1 TREATED FIR STAKE (3) COR KOU C a 6' cC1PJv4 Is KOUSA CHINENSIS'CNINA GIRL' WHITE CHINESE DOGWOOD Telephonic 425.803 0792 I PSEUDOTSUGA MENZIESII DOUGLAS FIR DRY 10' O.C. 3'OR 2 GALLON Fax 425 803 0934 pp Email franksarch@�aol.corTl PYR CAL C 26 2"CAL PYRUS CAL_LERYANA 'CHANTICLEER' FLOWERING PEAR TNU PLI is 8' THUJA PLICATA RED CEDAR THUJA PLICATA WESTERN RED CEDAR MOIST 10' O.C. 3' OR 2 GALLON THU PLI H 18 8' THU.IA PLICATA'FAST{GIATA' HOGAN CEDAR ' b U, 164 / SHRUBS -EACH SYMBOL REPRESENTS SIX PLANTS AT SPACING REQUIRED, NOT MATURE SIZE ' REMOVE TOP THIRD OF BURLAP (MIN.) Q ARB UNE 71 5 GAL. ARBUTUS UNEDO'COMPACI A' SIRAWBERRY TREE BACKFILL SOIL MMX AS SPECIFIED AZA HIN 40 3 GAL. AZALEA'HIND CRIMSON' IIINO CRIMSON A2A1 EA _6"MIN_COMPACTED BACKFILL MIX. AMELANCHIER ALNIFOLIA WESTERN SERVICEBERRY DRY 4' 0.C. 2' OR 2 GALLON AZA TRE 83 2 GAL AZALEA'TREASURE' 1REASURE AZALEA j. .' iU�1HLEEf� Et TREE GUYING DETAIL CAM SAS 7 5 GAL. CAMELLIA SASANQLIA ESPALIER C'AMEI LIA . --- CHO TER 3 5 GAL. CHO{SYA TERNAIA ME xICAN 0kANGE N.T.S. HOLODISCUS DISCOLOR OCE.A"4tiPRAY DRY 4' O.C. 1.5' OR 1 GALLON ERI CIN 5 1 GAL.. ERICA CINEREA'C.D.EASON' MA(aENTA SUMMtR HfAIHF1 '�,I 11/12/02 0 ELIO ALA 26 5 GAL. EUONYMUS ALATA'COMPACTA' BURN1146 BUSH 41-11 U. 4iJ L, HEL SEM i l 1 GAL. HELICTRICHON SEMPERVIRENS BLUE CWT GRASS MAHONIA AQUIFOLIUM TALL OREGON GRAPE DRY 4' O.C. 6" nR 1 GALLON ILF CRE CSI 34 2 GAL ILEX CRENATA TMEEN ISLAND' GREEN ISLAND HCA L Y L ILE CRE 150 S GAL_ ILEX CRENATA CONVEXA JAPANESE HOLLY I JUN CH:T 4 5 GAL JUNIPF ROW,CHINENSIS'TORULOSA' HOI I YWOOD JUNII'L R �w OFNILERIA CERASIFURMIS INDIAN PLUM CRY 4' O.C. 2' OR 2 GALLON JUN VIR S 12 5 GAL JIJNIPtRUS VIRGINIA'WYROCKET' SKYROCKET JUNIPER V KAL LAT 3 3 GAL. KAI MIA LATIFOLIA'PAUL MOSLEY' MOUNTAIN LAURE I *Z1 LEU FON 18 3 GAL. L_EUCUTHOE FONT ANE SIANA'RAINBOW' RAINBOW LELICOIfI(* 1~ ROSA NUTKANA NOOTKA ROSE MOIST 4' O.C. 1.5' OR 1 GALLON MAH AQU 30 5 CAL. MAHONIA AQUIFOLIUM OREGON GRAPE I,^ NAN DOM M 23 5 GAL. NANDINA DOME SIICA'MOYERS RED' NANDINA ,j L71 2 2X2XB' DOUGLAS fIR STAKES, PIE JAP 11.0 24" PIERIS JAPONICA' MOUNTAIN FIRE' ANOROMEDA h,M � M v TREATED WITH 2 COATS OF FMN STR 68 24" PINUS SIRO>BU5'NANA' DWARF WHITE PINE "WOODLIFE" OR OLYMPIC STAIN, SYMPHORICARPOS ALBUS SNOWBERPY DRY 4' O.C. 1.5' OR 1 GALLON F� ,n DARK BROWN OR EQUAL. DRIVE POI_MUM �4 1 GAT RAYSTICHUM MUNITUM FLRN � C? M 2' IN1 U UNDISTURBED SOIL AND (0) PRU OL- 149 5 GAL. PRUNUS LAUR. '01 10 1 UYKEN' Of 10 LUYKEN LAUREL N N SPACE 120 DEGREES. EXCAVATE TWICE DIAMETER RHO DAL' 20 21"-24" RHi:000FNDR(>rl'DAPHrv0117F S' DAPHNOIDES RHCXb. r_l j rn HERBACEOUS EACH SYMBOL REPRESENTS SIX PLANTS AT SPACING REQUIRED, NOT MATURE SIZE LA OF ROOTBALL. POSITION ROOT RFK]ELI 47 18"-21" RHOL)ODIENDRON 11-11ABI HA' LLIZABETH RH". h U z z CROWN 1 ABOVE FINISH GRADE. o x MSI W a C: ------------------ - -- ---- RHO UNI 33 21"-24" RH(UXANDRCNI'UNIQLJEUNIQUE RHCI(X). a W q� 0 1 #I? GALVANIZED WIRE WITH -14� � GAULTHERI.A SHALLON SALAL DRY 4' U.C. 1 GALLON SPI BUM 33 2 GAL. SPIRAFA BOMALDA'ANTHONY WATERER' ANTHONY WATERER SPIRAEA � Z � O � REINFORCED RUBBER HOSE. 2" BARK MULCH AS SPECIFIED. —� VIB DAV 80 5 GAL. VIBURNUM DAVIDII DAVID VIBURNUM n CD w '; POLYSTICHUM MUNITUM WESTERN SWORD FERN 4' 0.C. 2 GALLON VIB PILI 9 S GAL VIBURNUM PI_ICATIJM TC>HIENTOSUM DOUBLE FILE VIBURNUM \ a VIEi IIN SP 32 5 GAL. VILIURNI,'M TINUS-SPRING BOUQUET SPRIT" -30UQUFI VIBURNUM 1�1 - { 1045 TREE WRAP, SECURE TOP I AND BUTTOM WITH 2 STRANDS SEED MIXES TO BE USED THROUGHOUT THE CORRIDOR HEM MIN 2', 1 GI L. HEMEROCALLIS'MINI HAPPY RLTURNS' DAY LDLY vj OF PLASTIC BANU[NG. "� f SYMBOL_ BOTANICAL_ NAME COMMON NAME QUANTITY PER ACRE 21 I OPEN/SUN AREA SEED MIX 1 , 1 AGkOSTiS OREGJNENSIS OREGON BENTGRASS 2 LBS PLS GROUND COVER C\1 (V �.. BROMUS CARINATUS NATIVE CALIFORNIA BROME 6-8 LBS PLS ,-T ` REMOVE TOP THIRD OF BURLAP(MIN.) ELYMUS GL;AUCUS BLUE WILURYE 4-SLBS PLS •��%%�� 1 GAL. ARCTOSTAPHYLOS IJVA URSI 'MASS.' KINNIKINNICK PLANT 3' O.C. _ _ BACKFILL SOIL MIX AS SPEGFIED LIJPINUS POLYPHYLLUS LARGE-LEAFS LUPINE S LBS w w w w C MIN. COMPACTED BACKFILL MIX. SHADE AREA SEED Mlx „�- • w w 1 GAL. VINCA MINOR VINCA MINOR PLANT 3' O.C. P= rn BROM'IS VULGARIS COI_:;rABIA BROME 4-6 LBS PLS ( �! LAWN FESTUCA OCCIDENTALISWESTERN FESCUE 4-6 1.65 PLS I-'_�J 0 C TREE STAKING DETAIL NOTES ------1 O _ _ NOTES BARK Cz � , N.T.S. `�� Non-native TtPmoval and Complete RPvegetation (29, 33@ ef) AS INDICATED BY PLANTINGS AUTOMATIC SPRINKLER SYSTEM TO BE INS141LED DESIGN/BUR 1)BY(ONTRACToR -- SHOULD PLANT QUANTITIES DIFFER BETWEEN THE LEGEND AND THE PI AN. THE QUAN11111;CIN F- THE PIAN ARE TO TAKE PRFCEDENC.E. NNon-native Removal and Revegetate as Neccgaary ( 32,475 at) C) CL 00 co c v LO 00 '1 EXCAVATE TVVICF r � DEAMF TER Or ROOTBALL POSITION CROWN OF PLANT 1" ABOVE I `s �f BARK M,XCH 2” AS SPECIFIED. 8 PLANT si►uc�.-`'-----__ `� 11 MIN.----- LANDSCAPE DETAILS & -��BACKFILL Mq(T11RE. ___.. ?� • � LEGENDS) Date 3:15 PM 3"MOUND OF COMPAC71 D Revisions BACKFILL MIX. SHRIA PLANTING DETAIL_ N.T.S. Job No. 23 / 040 Scale AS NOTED Drawn By _-- ELLIS____ I- ANDSCAPE; DE:1'A{.,S & H"GENDS Computer File 200406 L-1.2. 9/22/04 3:15 PM Sheet i �' _ ©Copyright 2004- __ Paul Franks Architecture Fowl I s -, - A ."" —».w�-..+r.n,..4,.......+.......�+-...+A...m+-.a.....,.-.....�.nnw>..,•w-av,�;,.xi.,n<.�n•. ,. � „-....—, -_.__�,n,.� �:� -..,M�1�11t.?,�,pW," oil 0- 161 .,rr'a,.Mm++i.Mt M w,n.1 eft w ..„„ ._ •.,n s. , ..; .. ;-A. - i r.•. .: , :!filtill�tl�IiY+�'dtMN6. -- ,X'K4n +r .trmYx n+1`77�!M1t.�'il[YW,TMr 4R77fAYS?>N�t�Y! ....... ... .. .. :.. .IrIMNN1A+ti•�r^fM. �� waar. .� may' + *M'bu�• _,IR,MwiM 1Mwrwnwil!;�MMWM'q�P'�^"'. -. ._ �. ..- .. �''_�vS",:-. .. s, r t.�i31 IT1/1!1T OI I , I ilI , III � � � 111 G� � aI!o ! 1 l1'3 !1 Cr 21 22 20 2 b 27 28 20 1 I1II 0 �01�In,1 cnl Rioa t t ,FA 00- STRUCTURAL INSPECTION PROGRAM3 4 STRUCTURAL NOTES CODE: UNIFORM BUILDING CODE !998 GREG:N 5TRwCTURAL SPEC .ALT'y CODE DESIGN LO E5TABLiSrIED PER CHAPTER I" OF THE 998 OREGON 5TRUCTUR.:� �r_G�:A+LT'� CODE 10550) DEADD L LOAD - A5 REQUIRED "'• °' UNLESS NOTED OTHERWISE ALL SPECIAL !N5PE:GT'ON5 5N.-�L� PE CONTINUOUS (51. SNOW LOAD .4 PPF 4 DRIFT ��3. LIVE LOAD 40 F1 FOR UNITS zf 6 ��) 100 P5F IN EMT ARrA15 �E' TYPES OF u10RK FSE Ir'GIC ` C:*4TIfti1110UE':0' GOMMENTB MECHANICAL - A5 REQUIRED sn r ------ WIND LOAD - UBC BASIC WIND SPEED 80 MPH ErI'C5uRE P_ ^a ) 30� SEISMIC - UBC ZONE 3 R=5.5 A&C36 Imo ' h GRADING EXCAvAT1pN 4 FILL w _ h7EFER TO PROJECT SPECIFICATIONS SOIL BEARING - 1.500 P5F PER aEOTECNNICAL IN/EST GAT-Cr• 00-4-2Fp88 F�, 'iEOF FIG ENGINEERING LAJ COMTE - -- - --- EARTHWORK: '-- FLAICFMENT OF REIKF'CRG M T STEM _ Y _ I. EXCAVATE TO LINES 4 LEVEL5 5-+OwN ON GR"wING5 -•�� 1-0011NG5 10 5;E -k -� BOLTS G.15T IN GONCR.ETE _ CITY TO INSPECT - CIN FIRM UNDISTURBED NATIVE 5011-5 PER GEOTEGII-,NIGAL IN✓E5TIGAT!O1, PLACKG_F F REINFORCED CONCRETE �• TAKING TEST SPECIMENS _ CONCRETE I REFERENCE 5PECIFIGATION - AGI 301. PLANT 1-"1X PER ASTM 0234. Qr F,rl�,>1i�,lON 50,T5 IN5TA! L ATION • PEIQ ICBO_IEVALUATION REPORT 4621 STRENGT" - I'-IINIMUM CEMENT CONTENT 5 1'2 S1.GK5 PER CU `'D SUBMIT 1I1/ - - -- ---.._.-------- - - -- 4 EPDXY INSTALLATION _ • F'ER ICBO E`iALUATI�y RFF'OFlT 5193 _ DESIGN FOR APPROVAL Q - - - - A FOOTINGS 4 GROUND FLOOR 5t-AB - ?5017 P5' AT 28 DAYS F5. COLUMNS 4 WALLS 2 500 P51 s 8 DAYS C. E.eTERIOR 5LA55 - 3,500 P51 IF :'8 DAYS F�k�SAM F-GIO1 NOT E5: 3 REINFORCING - 45TM A615 GRADE 60, LAP 5AR5 Aab i*#µOWN ON "i.-AN WIT,-4 MIN. LAP OF .48 BAR DIAMETERS. PROvIOE 24' HOOKS AT CORNERS. 4. BOLTS. I THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON UA40 SHALL DEMONSTRATi! A. ANCHOR 50LT5 - A5TM A301 COMPETENCE, TO THE SATISFACTION OF THE I>UILD;NG OFFICIAL FOR INSPECTION OF TOE B. EXPAN61ON BOLTS • HILTI KWIK-BOLT-II. PARTICULAR TYPE OF CONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPEGTk'7hI G. ADHESIVE ANCHORS - HILTI HIT HY-150. 5. GO'/ER - 46 FOLLOWS UNLE55 5i,40WN OTyERW15E ON PLANS. 2 PRIOR TO THE BEGINNING OF CONSTRUCTION THE CONTRArTOR) SHALL CALL A A CONCRETE PLACED AGAINST EARTH - 3" PRE-CONSTRUCTION MEETING WITH THE ARCHITECT, ENGINEER. BUILDING OFFICIAL B. FORMED CONCRETE A6AIN5T EARTH - 2'. CONTRACTOR AND 5PECIAL INSPECTORS TO REVIEW THE SPECIAL INSPECTION 6 FINISH - PER ARCHITECT REQUIREMENTS. , SUBMITTALS (4 COPIES) A MI/ DESIGNS 1=ER UBC 1503 Pout f 3. DUTIES OF THE SPECIAL INSPECTOR INCLUDE BUT ARE NOT LIMITED TO: A ACKNOWLEDGE 1HE 5PECIAL INSPECTION PROGRAM AND THE SPECIAL INSPECTION 5805 10881hth Alr+ohMvo4v Avenue NE v AND TESTING AGREEMENT PROVIDE BY THE LOCAL JURISDICTION. G.+RPENTRY Suite 222 B. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK FOR CONFORMANCE WITH THE REFERENCE S DOUGLAS G IR, WITH - UBG GA+APTER =% Bellevue, Washington 98004 7613 APPROVED PERMIT PLANS AND SPECIFICATIONS. ALL DISCREPANCIES SHALL BE 2. LUMBER - DOUG!_AS FIR, W!7H Ig'4. MOISTURE CONTENT s 'IME OF FABRICAT ON BROUGHT TO THF IMMEDIATE ATTENTION OF T/IE CONTRACTOR FOR CORRECTION. ALL IN CONTACT WITH VAT'VE TE r'ASUNRr OR E/1�;SCG TO WEATHER TC THEN, IF UNCORRECTED TO THE ENGINEER AND TO THE BUILDING OFFICIAL ®E PRESSURE PRESFRVAT'✓E TREATS G GRACE AS FOLLOWS. T81411F1�1A3P141 0934 3.0792 C. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS FOR EACH INSPECTION A P05'S AND BEAMS 6/ AND GRE-T7EQ - OF. NO Fax a 5.1303.0934 TO THE BUILDING OFFICIAL, ARCHITECT, ENGINEER CONTRACTOR AND (OTHER B. POSTS RIND BEAMS 4X SMALLER 4 GE('K JOISTS - D.F. NO 2 Cts BETTER Small paulf0integroonline.com DESIGNATED PARTIES) IN A TIMELY MANNER AS ESTABLISHED AT THE PRE- G. JCIST5 OF NO 2 OR BETTER CONSTRUCTION MEETING D STUDS - DF STUD GRADE OR BE'TER D. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT STATING WHETHER THE WORK E PLATES 4 SILLS - DF OR WF STANDARD, D REQUIRING SPECIAL INSPECTION WAS, TO THE 5E5T C* THE SPECIAL INSPECTOR'5 F BLOCKING - UTILITY. KNOWLEDGE IN CONFORMANCE WITH THE APPROVED PERMIT PLANS AND 3 SHEA'r"ING - PLYWOOD ORIENTED STRANDS04RD OR "PODROVEG Eau-',. ! W SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROV15IONS OF THE 055C A. ROOF SHEATHING - APA 32/ib. ',4CKNESS 4 NAI,.ING F'EIGIR PLAN, B. FLOOR SHEATHING - APA - 48/:4 TWIGKNESS AND NAILING PER PLAN T 4 DUTIES OF TOE CONTRACTOR INCLUDE BUT ARE NOT LIMITED TO. C WALL SHEATHING - APA 14/0. '►+IGKNE5S AND NA;LING '%R PLAN I A, NOTIFY THE SPECIAL INSPECTOR THAT THE WORK 15 READY FOR N5PECTiCN IT LEAST -: GLUE LAMINATED BEAMS - DOUGLAS FIR, COr"IBINAT,ON 24F-V8 FABRICATED ,dITI.4 24 HOURS 15FFORF SUCH IN✓PFC:TION. WATER PROOF GLUE FINIS�4 PER PR0JEC1 SPEC.11-IGA1 1UN5. ► <4 B. ALL WORK REQUIRING SPECIAL INSPECTION SHALL REMAIN ACCE551BLE AND ErPC5ED 5. CONNECTIONS - SIMPSON 5TRONG-TIE OR APPROVED GALvANIZED. 19 ` UNTIL IT HAS BEEN 055ERVEC 4ND INDICATED TO BE IN CONFORMANCE 5't T�4E } AaLL CONNECTIONS TO BE iC:E90 AFI"RtU.'EG f'kFa' O55G ;0,4' 6 SPECIAL INSPECTOR AND APPROVED BY THE BUILDING OFFICIAL C PROVIDE THE SPECIAL INSPECTOR WITH ACCESS TO APPROVED PERMIT PLANS AND 6. FRAMING PER INDUSTRY + COVE STANDARDS FOR ALL DETA L5 NOT 5�+OWv. -_------ _06 SPECIFICATIONS AT THE J05 SITE. REFER TO UBC SECTIONS 2324. 2315 AND 2316. _ 1 ��-� D. MAINTAIN AT THE JOB 51TE COPIES OF ALL REPORTS SUBMITTED BY THF: SPEC'"" 1. NAILING - USE COMMON WIRE NAILS OR EQUIvALEN' PNEUMA'ICALL" DRIVEN NAILS rP.NAILS!, A$ INDICATED BELOW MINIMUM N"I;_'NG PER JBC 'ABLE NO 23-1-Q INSPECTOR UNLESS NOTED OTHERWISE ON PLANS. _ 5. DEFINITIONS COMMON WIRE PNEUMATIC '-'JM NAiL NAIL A CONTINUOUS INSPECTION MEANS THAT THE SPECIAL INSPECTOR IS ON SITE AT ALL NAIL NAIL DIAMETER -EIGri" APPLICATION TIMES OMSERVING THE WORK REQUIRING 5PECIAL.. INSPECTION. 30D COMMON NIA 5'.' 4X DECKING B. PERIODIC IN51MECTION MEANS THAT THE SPECIAL INSPECTOR 15 01-4 517E AT TIME I IS IN CONFORMANCE WITH APPROVEDTPQRr TEr�uLOAN5 AND SPIECIFICATION_INSPE�.TION - - _ M SPECIAL 120 COMMON 0.148'0 P-NAIL 3-1 -�-- _ SOLE PLATE � 12''0 COI 11"ON 0.148'0 10-NAIL 3-1i4` -GEN. FRA1"NG 120 COMMON 0148'0 P-NAIL 2-1/1WALL SHEATI-I�NG i----A 100 COMMON 0,110-0-P-NAIL _ - _ 2-1i2' _-- FLOOR-SWE:AT►.NG 80 COMMON 0.131'0 !®-NAIL 2-112• ROOT` gHEA'N'NG DEFERRED SUBMITTALS FOR STRUCTURAL COMPONENTS PER 9:'LAN51 .-- 80, 100 OR *0 NiA 1 ---- 8. DRYING - PRIOR TO INSTALLATION OF GYPSUM !WALL BOARD DRY GOMF=LE"EG -�---� UNLE55 NOTED OTHERWISE, ENGINEER Cf: RECORD (EOR) SHALL RFVIEW DEFERRED TO A MAxIMUM MOISTURE CONTENT OF 15% SUI`_�MITTA:1_5 PRIOR TO SUBMITTAL TO THE BUILDING DEPARrMENT. 9 PREFABRICATED WOOD TRUSSES: �-4 a REFERENCE STANDARD - UBC STANDARD 15-I1 4 ICBG APPRCVED PER JBC TOA:8 1TPF_5 OF WORK COM"F_N15 B PERFOR!"IANCE REQUIREMENTS . PROVIDE WOOD TRUSSES • �...� 111,41 rn _ DESIGNED AND FABRICATED TO SUPPORT TI-.E LOADS SHOWN ON DRAWINGS WITS. .- �p PREFABRICATED ROOF TRUSSES SHOP DRAWINGS 4 STRUCTURAL TOTAL LOAD DEFLECTION LESS THAN L/360. DESIGN pY A PROFE551ONAL ENGINEER - `c5 RRATIVE CALCULATIONS CALCULATIONS - REGISTERED iN OREGON PER OSSC 1063?. ) g' " DE" NA _ _ _ _ C SUBMITTALS; t 3 COPIES,, 4 .En c::> ~uu 5E15M;C NOLOOWN SYSTEM SHOP DRAWINGS 4 8TRI,ICTURAa PROVIDE COPIES OF THE DESIGN CALCULATIONS AS A DEFERRED SUBMITTAL C" CALCULATIONS PER 0550 106.3.4.: Wll'H THE ENGINEER OF RECORD'S APPROVL-L STAMP INVICATING 'FREE STORY WOOD FRAMED I-IOU5ING UNITS I ACCEPTANCE OF THE DESIGN PER 0550 106.341 64 ' I VERTICAL LOAD SYSTEM- IC UNLE55 NOTED OTHERWISE ALL BEAMS 4 GIRDER TRU55ES TO BE , A ROOF - PO WOOD SHEATHING, OVER PREFAE5RIC4TEO WOOD TRUSSES PROGRAM FOOTNOTES: SUPPORTED AT ENDS eY: B. SECOND 4 THIRC FLOORS - GLUED PLYWOOD SHEATHING OVER SOLID 54I.N JOISTS q MULTIPLE STUDS EQUAL TO BEAM WIDTH (TRIPLE STUD MIN)WHEN 4 ► F• �; ,: BEARING WALLS - WOOD 17TUD5 WITH WOOD HEADERS. 1, DEFERRED 5U5r-IITTAL ITEMS SHALL NOT BE INSTALLED OR OTHERWISE LOCATED IN WALL. CONTINUE ON ALL FLOORS DOWN TO aT A A Y T M - FARING WALL SYSTEM AND WOOD STRUCTURAL PANEL. WALLS. ( ON5TRUC T ED N PLACE WITHOUT FIRST HAVING THE PLANS OR SHOP DRAWINGS FOUNDATION WITH SOLID BLOCKING AT FLOORS. CONN STUD5 -4 0�-0 L ER L LOAD 5 5 E B .- .� REGULAR STRUCTURE R=55, 1-1. Ca-036. REVIEWED BY THE EOR AND THE BUILDING OFFICnL TOGETHER WITH 18p s 11. 0.,.. B [`IAPORAGM5 FLEXIBLE PLYWOOD ROOF AND FLOOR. 514EATHING WITI4 2. NON STRUCTURAL 'DEFERRED SUBMITTALS SUCH AS ARCHITECTURAL MECHANICAL. ®. SOLID POST EQUAL TO BEAM t,IDTN WHEN FREE STANDING. U- COLLECTORS • EXTERIOR WALL JOGS 4 • COORD TIF-55PRINKLER AND FIRE ALARM SHALL BE PER PROGRAM SHOWN ON ARCHITECTURAL EXTEND CONTINUOUS FOR HULL •4tIGH1 DOWN TO SOLID L'tAIr21NG. ,, SHEAR WALLS - PLT WOOD 5HEATWED WITH HOLDOWN5 •+5 REQ'D G-RAWING5 11. SEISMIC HOLDOWN SYSTEM - SIMPSON ATS, ZONE 4. INQUEST EARTHBOUND OR ICDO APPROVED EQUAL. ��-- - A PROVIDE A SYSTFM SUBJECT TO THE EOR'S APPROVAL 'O SUPPORT TOE ;_OACS I 514OWN ON THE DESIGN DOCUMENTS. B. 5Y STEM SHALL INCLUDE AN ANT;-SHRINK DEVICE SUBJECT TO THE EOR S 4PPRC/,+L (70 G SUBMITTALS: SHOP DRAWINGS NGIC ATING THE DE515N AND DETAILS 1RUCTU AL OBSERVATION 4 COPIESS R ESTAE3I_ISOED P(=R CI4APTER I'I OF THE 198 OREGrN STRUCTURAL 5PEGIALTI' CODES t 055C UNLE55 NOTED OTHERWISE ENGINEER OF RECORD (EOR) SHALL MAKE STRUCTURAL OBSERV.IT,OrNS -J' STUD WALL SCHEDULE T1!"L 5 01- WORK COMMS N 15 GENERAL FRAMING -%FTER FRA!",ING 15 COMPLETE 51E51,11G NOLDOuNS 514EA+R COLLEG10R5 IN5'aLLFD ANC BEFORE APPLYING FINISH �! LEGENDS L SLG« 3RD I.EVEI e L.LGE `N 4D5 & �C�HEDUI..ES PROGRAM FrOOTNOTES: ""ND -EVEL. P. I. EOR TO SUBMIT A FIELD REPORT TO THE BUILDING DEPARTMENT CORRESPONDING TO EACH WORK ITEM LISTED ST LEVEL t? 2. STRUCTURAL OBSERVATION DOES NOT INC,:60DE OR WAIVE THE REQUIREMENTS FOR SPECIAL INSPECTION OR T OTHER INSPECTIONS REQUIRED BY THE CODE. 3. STRUCTURAL OBSERVATIONS BY ARCHITECT OF RECORC ( aOR' SMALL BE PER PROGRAM SHOWN ON PARTY WALLS 1, ARCHITECTURAI DRAWINGS �.0 At,'H SIDE MJF AIR SPACE) WALL IrTtERIOR EXTERIOR M1 -14A Jr '. TRANSVUSE 8 ARIp►G WALLS WALLS LEVEL wr,LiwS WALLS Dot* 09-22-04 R•vi•fc►ns GRAPHIC LE-CiEND DBL 2X4 + 16' O.C. 2X4 + 16' O.C. L13L 2X4 + I6' O.C. 7x6 +� 'k' C F'R5T LE/EL. OR SINGLE 3,e4 + 16' OC. C1.R 5"�GL.E 3X•4 0 12' GC. x DETAIL REFERENCE SECOND LEVEL 2X4 • 1' O.G. 2x4 • 16' O.C. _r s a Ib' OC ?X6 + 16 OG HOLD0111N RUN F'ER 5L.,4ED' \x. S ' SHT 5101? SEE SOT SIG+L.FOR SGHELUULE 4 rNIRD l_E`✓EL 2x4 + 2X4 + 16 C Ih C.0 !. r-t a I6' 0 ,7; ;'X6 I6 OG Job No. FRA54 Scale 5WEAR WALL STRUCT NOTES FOR INFO Omw --- --. I Orawnl ._ JSC 51UC' WALL MELOW FLIR SHT(3 « CONC FOOTINra ITER 5Cl-IFG SWT 51011 Na c PhoN. CD -_- K TPICAL OEgf�ER BEAM,1, REFER TO REFER TO SMEAR wALL SCHEDULE NOTES II AC)rI ION"L 3r OR DBS 5TUD LOCATIONS CtNAPYtK FII _. 5TUG` LAL.I.. ABOVE LR 5NTG NDR L) ALL WALLS ARE PER THIS SCHEDULE UNLE55 N()TF 0TWERWISE ON INF F1I..4-N5. FRAMING 5GLIEDULE ON PLANS FOR SIZE. 3) ALL. PARTY PLUMBING WALLS TO BE 7X6 • 'H r i� Shoot EOC?T1NO %0%.0r EDULE S10141 f, V MAW � f�lF � NOTES 0. RErER 'C DETAIL 3/550!E3'-0'x3'-4'rIt, Cop'yriyhl 2004 _ �' ( ` I Paul franks A,chitects --.�_..n�- �... ,.-....«... 4...,. ..,..,.,..........,,r..,.o.R+..--.,_, W� Nlas 1rrwnit o•e+es,�ew[ew+�*�R�°wIiW • b � I , lliI III ill hil I0)I 1 I IIImill II mI; 2e v 3+ I 9 10 1 1 t2 13 IA is 1v 20 21 F2 23 24 25 28 2 I : I�mm Tem is r u ' , i m n 1' Ii t'` � f 5 ,,• N' ,Y. 1 I!� i I :AFiV11ALL � ��iEA�iW�a LI_ C ' NNE TKA DE�TA�.�.� O'er �u -.� �anei E.ICs �,,,; Ec+ce'6 ..r.__-�_ - -- Cr,�,CGI.i+ Connector C. .n C_.Grn J6BC)I ( _ GONNECTORe < 5eeath r,g Layers St"nblBIC.k g. Plots "�A "ng F c or J U a k Tyrc DBL PARTY WALL TY-P- is T r F'E '_ TY- - TY f E -_ r�r� - -- A 15/32' CDx ONE 2x W/ STUDS PER SC.,EG --- - ---- C 4ti'y . 2-I/2" + 6`oc S Ei'� + 34' oc 3' o(. 2.4' Oc None a) 0.131'0 p-naii at 6'oc or bpacif;eo Br 13/32' GDX ONE 2x 2x ©.148'0 2-I,2' + 4'oc 5/8'0 • 24' oc 4' or- 14' oc 24' o-c. I or 2 ��``` d d roof diaphram nailing 3 ExT / INT EXT INT isQ - WALL �F;ico PER WALL PARTY WALL WALL PARTY WALL �~ Ill C 5/32' CDX ONF 3x or 2 2x `� = A35 at & eC:fiecil spacing from s� " or 4.148'0 X 2-!/2' + 3'oc 5i8'c a 23' o.c 3' o GG 2¢' oc 2 c I b, p p g 8 t r I' � SGHf G I i D; 15/32' CDx ONE 3R or 2. 2. � ' 0148'0 , 2-1,2' + 2'0e 5 8'0 ee 18' oC 2-1,2' o.e E' oc k' c_e 2 1.. _el b 1 wall Below, 03� 1 I i I I I v E) igr32' GGx ONE 3R or 2 2R " O' P�J48'0 , 2-U2' + 2'oc 3 8'0 + I4' o.G GG �' o.c 2' oz - r s Z 148'0 P-NAII- + b I n a C sole r& J-n!@ w th 0.!46'0x3'4' p-na,' I "; U UiHERE `"OwN p� i i • � bnaar ra ' ra w to connector c'a L'-� j II spaCira arno ra l size. t)- c l NOTES _ j 1) UNLESS NOTED OTHERWISE 61 P5UM 50"RD CONNECTORS TO BE: a scnea� ea 5�edrWall sage na,l n� 2xFi STUDS AS J 5D COOLER NAILS OR 'b- 1'4. 5CREW5 + 112' MATERIAL _ c'T4 r re ulred by bGhedule at SHOWN FOR SHEAR � ,r ,b " p b b 10 w (ea C' 4 8D COOLER NAILS OR NO. 6- 1 4' SCREWS + 5/8• MATERIAL Q ' PLYWOOD OR CSB CONNECTORS TO BE !2D CUMMON NAILS OR 0148'0 „ 2''�' P-NAILS exterior wa le V �pC� REFER TO ARCH FOR W.•1LL SHEATHING NOT NOTED IN SCHEDULE j II rot roo a r bneatning is lapped y C Q Q Cr LTF.> X I C I z 4 I UNLESS NOTED OTHERWISE MAXIMUM „ONNECTOR SPACINCa TO BE IbD + 6 C,G 2�6 STUD WALL I U GYPSUM WALL- BOARD 'I' OC. + EDGES 4 FIELD PLY OR OSB 6' O-G + E['rGES 4 12' OC FIELD I .:�5 can be uSr w ill lieu T l ' SOLE PLATE TO WOOD - 0.148'0 F-NAiL5 + 8' OG at ntdrior smear Wells/ Q STUD W/ 2- OR 116D + (P' O.C. � 50LE fe •10 CONG - 5/8'% X 10' A.15 e + 48' OC Wi MIN. 2 PER WALL SECTION 1 1 _ .. anchor b01ts at scheduled spacing, 4 :- INT 1LALL SOLE of TO GONG - 0.1480 POWER NAILS + 16' O.G -- _.- - � � ase 5/8'x10' • 2x Sill plates 4 uses .-.-----WALL SHTCa PER "� SONES Rim JOIST SUCK✓'& OR END WALL TRUSS TO DOueSLE TOP PLATE - 0148`0 TOENAILS • 1:' OG NOTES: � �- r. _ _ I _ 5/8'x11' a 30 or dol :,^ bill !Ates �- Itl TRU55 TG D 7i1JB6.E TOP PLATE - C'.148'0 P-NAILS + 8' O.G. '� p f ---- 2^6 STUD WALL �� Wali ehsalhfng per shear usll schedule (i layer • one side). ' 5.) WHERE DOUBLE 20 STUDS ARE REQuIRED THEY 5HOULD BE NAILED TOGETHER WITH 2- 0.148'0 P•NA!L5 + 4- U.G type (� 9/4"0X11' • 14' O.G. w% 5TUD5 PER t GCHEC' n ' stud Wall w/ studs per schedule. 6./ SaIE 5HEAR.WALLS LISTED Mi(za4T NOT BE USED FOR THIS PROJECT REFER TO PLAN FOR TYPE5 USED r can be used in lieu of 5/9'0 bolts 1 yell �healhin per &near Wall eta'tedule (2 Ibyere, ! ea side). -1 / DOUP.LE :x OR 3x SILL PLATES REQUIRED AT FOUNDATION LEVEL ONLY i 1 9p d� Wall sheathing per &near wall schedule t 2 layers at one side). � 8./ SEE DETAIL BELOW FOR ADDITIONA, REQUIREMENTS. -- � - - - - - 9� a~3 clip • as truss T1 PPAR QRC✓IDE SCHEDULED f -- BLOCK ALL I n' 0.148'0 toene'1 • i:' oc T t I I ICT it 4�J�L L_ - NAIL'NG TO EA. TOP PLATE --� - �,-�- UNSUPPORTED EDGES 11 WALL. I O - - - - - 0.148'a x 314` p-nail • Ib' OC. 5r .= L.t = i -C' N4LD-L,n✓nl� �"'+ II N✓ - II ^II- II PIROvIDE �GHEGULEG I I ,; 2e rows of of. atela Ing as Paul Franks Arohlf�aft / m AN H r T- per 3/51®1.2 offset :o align with H on S�+EATHING NAILING TO Ea 5TuD &peeif'ed note: at &hear-wall 5 t�tLs -- C OR zQ� p g P D2 PANELS PER 11 II II II II type (p> nail r double stud a!: Band of shearwall. (Thio shoot) SG�:EDULE 3i8� �' o.C, ! 3805 108th Ave+nu® NE �- II II II II type (E' na�! • 2' o c. - both with Suits 222 Bellevue. Washington 99004-7613 �>/ 'o ANGNOF' Q1�L_per 3/5ioi.2 offset to al gn with PND II II � II II II II II w ro LTP4 or A35 required on double stud at end of ehearwail. (This sheat ' ,�.' iNTERM. II II I __ - - 1' 'o C1�^ T ger 9i 51012 offset to alien with PHQP 5TUD5 WITH I) it I I II I II �- - -• O ( TEl how 425.803.0792 8 AN L.•IF DQL t _ NAILS at � W � k> A35 in LTP4 at interior walla '� � II II II II II II II ,, � tY rt FQI� X25.803.0934 on dc.uble etud at end of elusarwall (Ti7ie sheest/ 12'oC ---- ---_ - - - q -_ - dIall pauli0intsgraontln•.com �/ 0 A H_ T'_ er 5/51p1.: offset to ail n with HDIOA on 4x(i post II II II II 5TUD OR WALL S"TCs F'ER �@___�h Q__OR_L'�QIR_ p 9 _ - II I I II I II II DBL PARTY WALL SGHED at and of ehesarwall (Trus sheat ! 4' MIN. I II I I i' 11 BLOGKINu _ �0 Of W/ STUDS PER PLS CMST14/12 from diol. stud or veam below to dbl. stud at end or shearwall. PANEL II II II II II tl II II ----- -¢+.148'• P-Na!i_ + 13' CC c' See detail 1/5101' (thle sheet) for Length and [veiling. 11 II II 11 II 11 -- DOU L N 5TU05 WHERE 5N .1 "OLD _ 11_ I-- ;TYP..' OR 4K U.N.O BY , ar'p Z II> C.M5Ti4/t8 fr,rm uLnl, etud or beam below to 6121. stud A'. end of shearwall. PER - HOLDOWN TYPE .! See detail 1/5101.2 /th:+ sheet) for Length and Ndilin SCHEDULE n, below t dbl. stud At end of shearwall. � �`'--- SILL PLATE Cm ST14/24 from Abl. stud or boa b w O I?- Five detail '1/5101.2 (this sheet) for Length Ano Nallin �� S 9 9• ,r '�____-_�.____- _ ANCHOR BOLTS + STEM WALL �A�LtOa V"- NOTE• 8 EXP BOLTS W/ 31,2' MiN EMBEDMENT NOT ALL HOLDOuN5 ARE USED FOR THIS PROJECT REFER TO PLAN FOR NOLDOWN'S REG INTO C:ONG • THICK'N SLAB W/ SPACING �- f.EE PLANS FOR MIN. LENGTr+ 4 SIZE PER SCHED Ea(PIRES: 12-31-=-- EDGE NAILING -____.-_ 2x6 STUD WALL F 2mb CONT SPLICE -j ��: a NAILING BOARD ---- --- - EDGE NAILING Gut Nails DeSbiCJ.rAL,Or Length Ea. End t C"&T14/12 Gap • 24' (13) 0,162'0x21112' CGM5T14/18 Gap 36' r20) 0.162'0x2'2'CMST14/24 Gap 4a' (21) 0.16?•0x2'7' BIDDERASIGOM AM N ISM MOLDOWIV SYSTEM RUN TABLE Y G KM STRAP LENGTHS SHOWN ARE BASED ON INE TALLING 7 T I F A fRT DIRECT TO STUD • INTERIOR OR OVER PLY WALL SHTG ' i z 3ell *1 /� p _ _C © • EXTERIROR FOR INSTALLATION OVER GYPSUM SHTG /'07,0 WALL TO PE IR 1�E 7 E IR i.�Jl�-' ._ i- CMST14 (14 GA. - -1 ADD 12' TO EACW CUT LENGTH S.�`:J�! LE✓E` V 2.cO o; 8, S 1 A u SIMPSON 5TR.4r'; • LE/EL _ 4c; N/A 7 i?; N/A SC.-SLE . I" a I -� 1- FACE OF DBL FLR BM PER PLAN `E✓E , _ N/A N/A i d /E- STUD + 8A/S101.2 W/ CONN TO - ---./ BOTH FACES OF DBL I V WALL W/ DSC4 - RUN `, =E ---L-- I ...._ _ _. _ ,rE. _ -END OF WALL STUD •X"-.\ 15 r-- c� I PROVIDE EDGE SECTION OR OTEaL NAILING PER 5C-HE ---- �\ 51DE JAMB OF THE RUN TYPES SHow>v ARE FOR PNAi1 T`!F'FE�1 ' 1444 OPENIW_x GRAPHIC REPRESENTATION ONLY -- - + Ea STUD I \ REFER TO SUPPLIEIR FOR ACTUAL !i _ l -PREPAB GIRDER TRUSS SPIKE ALL 5TUD5 TOGETHERSYSTEM GO!"iPONENTS. - WALL 5•-:rG PER ---MUL,IPLE 2x STUDS r - EO TO BM WIDTH T • SGNF.., T :. THE SUPPLIER Mus• DES GN PROVIDE SHTG EDGE en N T �- FOIPTC^MPQE.55CNg EN510N. ;x4 CUNT SPLICE -1 J Q NAIL'G • DBL IF F_PDXY INSTALLATION 0148'v r--Nast . 2' OC 5TUD ABOVE e _.__ _ 15 REQ'C USE EPOxY w: -ERR 5�+OUN 7 NQS I r� --- I�WOOD SCREWS EU PLANS w BELOW PROVIDE 2.-to 50UA5" BLOCK ' �% I t30L7 W/ E iBE..MENT 3 ��,SO<K,-FIR Sf'EG!E5 FOR ALL y �l- 5L STUDS • HOEDOWNS. �' INTO CONE A5 1 FULLOWa. p ANC" BOLT W/ BOLTED NOTES II 1._ eai -----�- 1 n' + PHD«, 10' + PND... •: REFER TO STRUCTURAL a ...! r-•� l -N t FOUND � r 1- ' <_ e I« tr PHIp6 PHGB --- END ON 5HT 51.0 FOR ADO1T!ONAL �� ALL EmCxT REOJIRES - W1REFEF� TO MKS FOR GRM.s. ON ---- I SPECIAL INSPECTION SIZE 0 GU-+NTITi OF _ WOOD SCREWS OR _ NAIL I(od at 4'oc ACRO55 GAF - \ I 1-5 G'SG4 COtiNECTCR ► I II Im j - ",+ CONT "CLD NAIL5 AT LEA5T I' AW�;Y DBL 2x6 TOP r SET CONN + END OF 2xFr .ONT 6PLIGE / j \ '�USS/t3wt i 5 ALTERNATE WOLDOWNS PE}t? i BOARD --- 2x6 STUB: WALL % / FROM GAP, TYPICAL P 5 VI TO FOUN[� l I - �--E 1 2x6 5TUD WALL HOLDOu1N 9GHED 5/51©1.2 1/5101; JL WALL OR 5LHE3 -- -- f �' 1-USE ! ALL THREAD ,436 Lu r O �- - - - ANCHOR BOLT W/ NUT 1t 4 9/5101.2 AS ALTERNATE TO A s C WA DML PART`" WALL Z /- EQUAL 0 OF' 5PEC!FIED NAIL5 IN � � MULTIPLE 5 UDS - U - W/ STUDS PER °LAN - -- EACH END CSF STRAP r - 1l EQ TC ESM OR GIRDER WSI-+R + BOTTOM AS SHOWN BIDDEF DESIGN HOEDOWN 5Y5TE1" WIDTH UNDER f3RG NOTE REFER TO MFG. FOR BOLT -rte --- DOUE3LE 5TUD5 OR 4x's ,�:.BOvE - PIAN ONL- LE.-- AND Br_LOW SPIKE 2x'15 �1 TCYETIi4ER W/ 2- 0.148'& P-NAIL v Imo''.•. - - -- .- � UJNS ?7? STOUT CONN W-"! CORNEA r�)-_ T'r F� �N -�OL_ LOU.►N INSTAL.L ,4TION TYP�C�AI_ rZ'%)ITO F'4`RT� UJALL INTEF. 5E�.. , ION � UT � T F' NG�LUO Is 1 � � ALE I° _ i' _O" 1!" �� SCALE: N.T.S. cjl+0�.._' PFR GALE 1' - '' �" 510 L PER G41"E i" I -p SHEAR DETAILS, �.% - - rJG ` -•J i �,�..,,✓� ✓� SUPPLER � SUPFLIEie - PROVED- :- ROWS NOTES �••� 5TUG5 PER "OLF,)0-JN x✓ EDGE NAIL'G FULL 10 DESIGNER HT OF POST SCHEDULES PROVIDE EDGE NAIL'G _ TO �A 5TUD - THIRD 0LDOUJN PER WALL SHTG ---EN SECTION OR - _ -_N - - WALL SHTG PER -- - - .- - - PER PLAN -_-.� SIL-,,E JAMS OF ep SGHED----_ STUDS PER HOL DOUIN OPENING ry 2x STUD WALL ) ?r SOLE_ IQ W/ 0.14P! 0 PEST sNER _ -- - V PER gCHEp - / P-NAIL PER SCHED PROVIDE EDGE Na1L'G _�, rNRD ROD PER pals 09--22-04 • - - - _ - TO J5T TO EA EiTUD Mvhions _ --_-- ___-- _ HDLGULLN DESIGNER -WALL 5"TG PER T SHEAR WALL W/ SrJDS - SCHED FLR SHTG PER PLAN / --. 635 PER SCHED �- :OUF'LER w CAPACITi I ;x(o RIMMER �- CE'✓ELOi= ROC: N FTEPOxY INSTALLATION PER SC�+ED------ - I --- COUPLER W/ CAPACITY 15 REQ D 43E EPDXY _ '4,(o POS' * ";)IDA NAIL STUDS FULL ( TO DEvELOP ROD -- -`OP OF CONIC o mART� WALL W/ STUDS NT TO EA OTHER W/ - -__ 1 GONG 45 FOLLOWS- OT T 0 P-N OTHER I BOLT W, Ei'1BF_DMENT IN _ 6x6 057 + "D14A 4 LID15 PER 5GHhD__--.,_- I F- - ---- -- - --- ---- - - 14' + HD10A HD "OLDOUN PER PLAN W!: • 4' O.C. TTP-ECG ' NAILING. TYP ' -� ASE 71aRD ROD Wi 24 + ND14A 1 T!-ARU l30LT5 TO -----_ -� - TOP OF DUNG c "'tATC"INC, DIAMCTEP. • ►1515 POST _ - -- � AS T"RD ROD FROM 1- -136 ANCLI BOLTW- m 50 Scale .. ---� - x ► J� "G 5 t STEM ----- - RE ER TO r-1F[3 FOR FOUND Job N0. - - F AS4 71-R w - THRD ROD WrnISIZE .t C2lJAN1TTY G'F �-O$1' Grown � JSC ""ATG"INCa DIAMETcR 0 /� - NUT + E 'rte' Q BOLT- Cn j ADD J,5T + WALL �� ' STRENG 1" AS T"RC� ROD ^�•-� T.O. FJUND I -__- - W/ 0.1.48'0 TOES -- t - FI_R J5T5 PER m FROM aD Si"STEM \ WALL - - -- -� F p I � T � - Computer Fila PER SCHED PLAN 11/55011 - ANC."OR MOLT W,� UT __.__ __RIPPED 2x4 NAILED --- wALL/F' r EF2 I USE AL " TYP INT FTC PER - • I ANC C OLT W% NUT e W/ Qr!4P'' • 4' Or. - BI_K'G EA SICE 4/552x1.1-- _ - Ie�aL.L SHTG PER -___ __ � ;I w51•+R + pynTTOr1 n5 5"C�UII r DBL 2x TOP P PER 1/552'2.1 I . >,_,'T NOTE: !l1WED--"--.__.-._.__r __ _.__,�____ ___ -_--.--- ---NAIL STUDS FULL 1Ur SPLICE PEl1? °ii53.2 '- - - PROV'DE NUT + BOLT END 1- 4 X24' Wr - I REFER TO ^1FG FOR MOLT SK-7t I `�� I: �X3 fIT TO rA OTHER Wr EPDXY EMBED INTO DIAM 0�,i 2x 5TUL-' WALL PER EXT. FND WALL to I l D.1d8'e+ !o_�%AfL WALL SN TG P@IP, _ ------- 1 � + 4' GSC TYF gC"Er_�- - - --- _ SC.:"EG EA NORZ. BAR - ----- 8 S10- 12 BOTTOM OF FTG t� Lam- � ;� • rcRNEIP, J,� G I MIN ,/ C ^� f� �1 I I / (� }-� I� N Ji A �' r 1L, l"�,.)LL% WN TO F�05T �tONN 0Copvright 2004 �. ��l R A L L E! =l_ = 5 I N O L C O UJN F O J N •� I O Nr7%\ [DE,51GN N O L D<J l��./ T ►-_ ____-�_-�'-.- 4111111 ft - > I INTER5E(_; 71C)N 544EA� W4LL.., � �••� �+�EA UJB=►l _ LENE!SEED: - . y ''1 ,..�.. r` it .. SI I 5GALE- i" - 1`0' 101,1 ' 1^ I' Paul F.'anks Ar,;hiteGta t I -12 9-.ALE 5 � 0_111 ,•4 f +err .r•.::+,!+.Re`::F'Vglt,"''J�11ta!�}1' °WIw1-,i1',iq`tr1�P�r'11"-�:i•i�MXI.7feR,lr'M�AhM�14�M'>��. ,..r ....,.,.--^--• ^"w�**ww�--e..,,. teM�'!*^^^^^-_,._..,� _,__--.. - _... _...,r._...r.�, -._._.__�._.__-. _ -.. .. --_�'"^.r."'___--�-._..�....,_.-. .- -- .. NOW III LENwff r S CfTI lil ,11{1 IIII I 111 ;11f 111 I I I ! (1 N i I I ( 11 I I I ,ill !i ` I 11111 I I I II I II I II I II II!I�III! IIII�IIII'111111111 III!IIIII I:I'� I i'll III;II 1111111111;TPI I �i!I'+111i+iI! Amm.lel I 'S 0 10 1 1 I? 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FL�GES i 12' O.0 FIELD FRA54S401 .10 "fi 5ti f i' 19 10 6A 20 bA I© 19 : i- OvER "@ toy 90 I s l 5o SKd�l to 1 I / 1YTmPICAL UNO jCIr_nT5 PER `'CNE.G Sheep ' D Of S401 *10 THI F=LOOR FRAMING PLAN 0 roPyrlghl 2ooa �yEdi •-�- �.. Poul Franks Architects ^rd ,�> � t��; K . ...,..._ _.-•�s2 .... SCALE= It' ' S 2@ 5.2 HORTH .,.. I - -_____.._,... --••....._. .. —.,-._..._.,_.,..- .._ _ ..._._ _...___....,.--....:.,.....,.,,..•.o..••••.a•. Sgayalieltiow+i}� 'q•yy,gy*;:.;tli'WN•' :, i`' f:i?i.,.y r;r.e,it°M:Y4+i,'"y�M'N�iMy� j � ' MlMrta•�.°wu^''."'n.w-,,.,,.. . ...... ��awl�a�l*^ .....,w•..+rw.►;nw. n wctt7�e�ynalct�swcnwf .,....,•.... :..---,-__... ...-.__._. - :. __...- _ _ 'FN 7F i III { I i i;f ill x!11 II I III I I I i, {1 I I I I tl II I I tl I,I I t III 11 1111 fill II{ III 11 t 111111111 !II{ Illllil1l"111 1111 Illi IIII III! Ill l IIII II,I III Illi I I I II I IIII •k.:;,, I LEOMNUW STM 8 1`O I ! ! 13 14 10 17 le I<3 Qfl Q'i .'�2 23 24 ga Ee E7 1i 8 29 30 _ _ (olhlprl CtR 4. 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FIELD t'.L EXTEND UNDER FILLER FRAMING - TYPICAL --- - - -------- OVER PREFAB ROOF TRU55ES a 24. OC: -41 �4! if, Paul Flrotnlui ir+ohihoh 3805 108th Avenue NE II Suite 222 - -- II = - j L Bellevue, Washington 98004-7613 J I' FaX 42i0 8`3.0934 01.0792 + _ - -- — Ef1r1An poultOintegraunline.con: Un E �� 742 t .� 9 ------ ' - Y 7 5C I-j -�� I_ t 71 i 'RELLIS PER 4RCW Sim b ROOF FRAMING PLAN I,-0. C-4 SCALE- 14' C cv -cam rn «2 = -.:_ . -—mar. ��•�__ -, � NORTH r c; a � n w ►-� ��. ca P-$T�9 '� v J2 - 21,10 a 12' O.C. CL/ 13 • DBL 2x10 A 16. O.G. BEAMS � > 51nol1 ( ' "-t I V 51 - P.T 6x8 -� Im I ►a./ ! I /`V B' ..PT, d x l0E -,_1 CIO B" - P.T. 6x10 153 4PIC 5.4 - 6 x 12 i I 56 - GL 5'#x9 e-'-_ 4x 12 A 143 -4xiC I0/I, / •-14 L ,l y•- r 1 "'..."'"` --�: ...�.- , t, I ( �`�- l �.� � -�P''. 8x8 • ALS FLCO"75 X61 T I p: DBL P.T. ®x16 BRG - REPRE5ENT5 E3RG FkR 1 O 51.0 FOR FOUNDATION WALL$ RE STUD WALL 5C"EC & ROOF T7 pIC:AL is A"L FLOOR LEVELS 0 ,I ; I FRAMING I II I I I rI II ! I I I \ ! T1 D0'4 - ---- 09-22-04 Revtaicos I 1550.1WIT- 6k, I;A> TTP lml' 4CONC. SLµB-ON-GRADE Job No. _ - 18 Wi F15ERMESH Scale _- ;RA504 5C1I I PLACE O`,�ER 6' MIN COMPACTEL? �.•�, I I I I I I I , + GRANULAR FILL PER SOILSey____- JCC JSC E?EPORT w vB 4 2' S.ANC' BED Phase - - - -�_C.D I 1 1 I I I I PER AFIGP Computer Fila ! ! I I P1R�i�eIDE CON5'e Cr-. C'NTROL J•'� I I FRA545d01 . i 1 "ER 13/5r)CI i If ODI I I ! 5i� �b I i I L-- -- --— ". - -dal �- --.J L- �A)L� 5 I(A� 5 S40 101� I_•I SMI FOUNDATION FRAMING PLAN Copyrignt 2004--- _ .-. Poul Franks Architects _._ �..�....�_._,_.., SCALE: Iwlow .. ' - - - .,..-... !;'�y:c _.._.._—..,_,__..•........-«....._�_...�._._-_-.,-.�..-.....—..—.__--._._—_._._...e._ - - _...rn - -- a �'�-��K"n�7Mr�"pa'�kWq'w. +11Y� e4, II ;_ • - ��'" LEOIOUTX>g1'It11M r M nl II I nl nl 'I II) n!!I 1111 11 I, n.l 1 I ,11 I I s'I Ili I t I t 1 ;1 I �I t III I IIS` III n��ul1�1111�n1I1 ul�nlll IIIJIn I u I I I n� I ,,y p a� ✓ l , ..r :..:: u, t ,.: :R':«I"!J r h ,, Y ss,wa ;,• ,1,:�,�G -_dh.r z ++ •.<k, :.n�. L.., ,^VV �; }A'��. r'. .,,. :.:. 000 ... 5... ...�.. .. , i..-. moi•!:' . � _ � .•. b. , .. :. JI' �::, ,.4 ':','U �,F'•�, T �,%4'�, � II 1 r y ,,:':�.'-. :.. ur.r..�:.' .. ...-...., - _.... ......M�...�..esb.u.a YYraitiW...arui4�.s+..ar•. .F-u.0 n.r....u.a.:w+.-:......n-nae.rvn.A+r.nx«uw.... >- _.. Wu A� Zw w vlor 0r1(75 V) t.J W a !- :D, Ua W I-' c/ ) :i IA Paul Franks Architods T1P.IR20A;QNsJTFj�. 3: 8th Avenue i T1•IICK PL- SWTCs Suite I I ` EDGES 1 2' O.G. FIELD O.G. I Bellevue, Washington 98004 1613 - EXTEND UNDER FILLER FRAMING t ! I I TYPICAL TWephOna 425.803 0792 I I I ( � I O_v�_.E. R Fax 03 PREFAB ROOF TRu59E5 Em01l pour+Oint*g raanllne cam .4. O.C. -- - I ' = 1711 E8 C IXPIRE$: {2-3ERAMW LEWD t u )QE& JI - 2mlO f 16' O.G. J2 - 2x10 a 12' O.G. J3 - DOL 2r10 Is 16' CC 5EAn* (YJ ROOF FRAMING PLAN P.T. 6x8 B1A -P.T. 4x10 --�-' SCALE: Lis' I'-m' 152 - PT 6x10 T----i 53 4YI0 54 - 6x1: NORTH 55 - GL 5'r x l0'2 56 GL 5'erg Nf.0DEL49 .�._ HI 4r1. �+ +a2 •6 r 12 � � mar �. H3 -4x 10 rn � PI - F T. 8r8 a AL&_ FLOORS :VC T +�� P2 - CBL P.T. 8r8 N 1y rtl �7 @EA_�LNO.sLALL°� 5RG - REPRESENTS BRG ..-4 WALLS REFER TO 51.0 FOR STUD WALL SGNED PICAL a ALL FLOOR LEvEL5 � -A va 1 r---�'-� V CD I i 1'1 A 17 - q .1' GCNC yLJB-C!� GR�.CE --- _ _ _ - -- -- -- - -- - -- -- ----, FIBFRr-IESN BUILDING G PLACE cvER 6' r1 ry COMPACTED - --I I - - - - FOUNDATION III ____ _ __ _ _ �l REPORT w v.15. 4 2' 6ANG BED I F'ER ARCH -ROvIDE CONSTR OR CONTROL JT5 & ROOF i A I P I I FaAR-�Q-E 10 -C' D.G. MAX ER 13/5501.1 1 C-1 i FRAMING l + A, I I PLANS --III I I ---- 1n - �+21.I I I SSOIZ 5501' °SOI. I I ��50i' Qole 09-22-04 Revlslons - I I I I II-- ------ - --_--_- I I ---_------- -- ---_--- ----.-- --- I —15 A(6)� 5�A lA 6) 6 A I 11A I >pl I 5©I I _Job No. FRA54 Scale.,.- ._,Z8N - f-t1-,. .. _Drown _�_ ,1__— sC SSC I Phase CD Computer Flls � FOUNDATION PLAN F�,�,5as40, ., z Sht~zt � 143 of 6 23 V S401.12 �opyright 7,004 Poul Franks Archi'ects e �t�•: F _ ...._--__—_—__�_.._...__....-.r -..._,._._.�.�—.._�. ,r�..�r��.... 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HUDSILL h (FO STDG E t - Axii 5TUD WALL ;,ER 5C-ED TO FO. CONG I r�'G�ED ` 16' O.C. • 11/55 1.1 WALL SHTG PER / SIGHE5'5D PER 1 - 2x6 STUD WALL SGHED i 1/55?�I.I `""� --- - I6' O.G. • I1Ai5501.1 SCHED CHAMFER PER "Firth -- - -2x P.T. MUDSIL.L W/ o I HOLD STEM WALL _ I 04 • 18' O.C. W/ Ig, Of A.B.5 PER SCHED / ~ -- m r y� LOW • DOOR C*NGS a 1/55011 HOOKS • CORNERS _ - 4 •I BEND 04 TOP HORZ I I IT1�_III- -`IT(((-- ! • _ I / 1 Ld o .. DOWN INTO WALL -EMBED IN EPDXY `J �- 1 -- 0.4 • 18' O.G. W/ 16 / HOLE W/ 04 X24' "WE DRAINItvG I ( HOOK5 it CORNERS ' DOWELS • 46' O.G. - 04 ✓ERTS Q IuW' "a U GRANULAR ISACKFILL - , _- _ v ®ARS � • 18' O.G. 4! � '° l Jr - -' _ SLAB 5TEP +4 s 18' O G •4 • 18' O.0 -- - --- . -- - - - P°ER FLAN 1 L EXT GONG 5LAE3 _ -GE TER 60 4.04 6r 4 l y Q U -_ -•4 X24' DOWELS Wr 5' , _ 2' LR 4'G H ` Ib ------ ♦ui!'r -- -T BARS .Yi � -_ 1 ' - ct 48E O.0 ANGra'5 •.4 • 18' O.G. X '•-•--•�- ?x4 K% _ • H 44 ---- -•4 • 1$' G.G. X I - ,.. ,. At FOO WCs DR.+N ---2x6 P.T. MUGb+LL , Y 4 r r PER 1163.1 PER `QGH � - - - - 0 s -- - - -FOOTING - - I I -- _ + ��A DR.AIN5 PER ARG ry a L ®G'Ft5 I ^- --I- •-� CONT til/ 18' � - 4 CONT W/ 18' �- I 1 I y I 3- 04 CONT W' 18' HOOKS • CORNERS HOOKS • IOle "q U 6- -�. 6._ 6-- -�°�. 6__.__ COIFNERS • 0'< H<?' 8' 6' b' HOOKS ® C.ORNER5 .` 10 - _ )0 --� - -�I,� 5 T E P _ _ _____-,I� I _'� , l ,� f=OUN C� :��E 19 STEF FEID RE 'T. UJ,4LL 'a E T 2 -' Off,T !NCS STEP - n - - 111 EXT FOUND U,4L � ��F�4GE 8 L LL D - A I B 'v1QTE$ C ! SraLE: IN _ I -©" 851.1 SC4LE: I" s I'-I�" 85Oi.1 I ' FG . ©mom P5 :b �5O! • scALE: I -�° SSOI. SCALE: . GRACE eC LaP bx ElAR 'E R5 IN 0.148•• P-NAIL �r Paul Franks Arahltitots 3' O.0 • MLKCs I :x4 KEYWAY ------- - ----- --- ,, TOOLED OR • 1 / 32C5 l U81h Avenue N k.tTAINING WALL SG+uEGULE I 11 SAWN JOINT W/ DOL+BLE 8x8 TREATED I Jtf�- ; --,- 1J-T Suite 2'L?. 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FILL / , 55m1 I CIrEE.S...EPDXY JT FILLER T.O FOUN,G W-ILL `. ..2_ 22, .AROUND 4- 2x4 STUDS -- _. � A? 5 PER SCHED I � •' E/T FOUNC WALE _. ---•___ _ __ z - CONIC SLAB PER - / PLAN TYP CONTRO�_ JOINT •� F I U.J A L L / F�_ C% T .- �'" N N �--� -- --P.Pow�ERNa�3:b• O.G. jeI i TIE BLDG:: FLOOD SGC _ I� 7'r f=iG,4L FLOOR JOINTS � EXTE �'10�' T�ELI_ 15 POST BASE ri I✓05 �c��.E � ...0 � 85Q,�1.1 SCALE: ? - I' -a" 55O1.i SCALE: I" _ SCALE: I" I'- �✓ I j F.O. STUD/STUD a ro �-� ...1r C4 :3 GONG FI_R SLAB PER � �4 I c v + REFER TO 1/8501.1 FOR -'� - _ PLAN, CONN TO WALL v- ITEMS NOT NOTED a 04 X24' DOWEL • 48' C-�., - WALL 5HrG PER r WALL SHTG PER W/ °�' L XY EMBED - SGHEG, AT AIRSPACE s , - _ SCHED II �, � ^ �/ ?x P-T SOLE fT W' STUD WALL W/ MULTIPLE I I .145 OWDER DRIVEN STUDS EO I'O BM - I _ " „ r- T_._ _ STUDS ER SGHED P.T 8X8 POST W •a a'TI¢ o� PARTY WALL w� �jG�QI_E; I s I'-Q ?x ST,Ip WALL FASTENERS PER 5-,HED WIDTH - _ E/T GOhC SLA® - ! 85©1.1 - J} E NAIL TOGETHER W' A I • ^^ti ABueB POST BASE � , PER SHED I- A35 CLIP TC i_-,CLE E -- - l�I&D • 12' C.G. -- -- PST rd SOLE P W/ 1 �/ - F 'R T 1/5501.! FOR `' r H , co REE O � I B'S PER, aC EG' I I � � ITEMS NOT NOTED I (a,) � tr IL •A GCNT • V O.C. - P T :x4 SOLE P W1 a� UP 18' �IOOK5 'u ErF BOLT`r PER 5GHEG, • • G�7RNER5 �_/ I I -� t �v " 4! N r --- GONG FLDOR 51_41BI -•i yon Vi PER "LAN f- ------ - z n _ 5/8'o x8' EXP BOLTS v7. GCMG FOOTING A- q� c' GONG FLR SLAB - - (70 - CIVILF'E2 PLAN - ® N \ PER PLAN n • « • COMPACTED - - - GRANULAR FILL � S�` 9• �-� -- :-04 CONT LU NOOKS • '.:CRNERS Vdo 24 CONC PTG W' 4- ! v 04 ✓ERTS A 1- 03 x00 -- --J T THESE FOOTING DEPTH �O\ o RE_pMTS AR-£ TYPICAL U.N.O. io T P �.a E',4fRT1' UJALL 5TEP FO�1ND Z.'E�IC POST . � '✓:�. , � O� Rte. � � ' _ TYP • �.. �o I, I, .. ..... •o•. j�aL� 1 !' -O �s�j� I . J�•�L�: I - I -0 �C. 1! 1 5G�1_E: 1 x I -�" ��4./ !,I '� SCALE: -C" c� I i , GALE. I" FOUNDATION �5Q71.1 � STUD WALL p'�R &C"E C� � � Wi: �....� �II 2. _-[F,.7 ,e IgT FLOOR ON�'� DETAILS WALL SHTG„ PER bGl•lt0 .._ - - --_- 2x6 STUD$ • 1 '4/550'I F.O. STUD TO STDG �- 2x4 STUDS • 15,,5t STFR'!NG;R 2x PT. 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