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13000-13050 SW CADDY PLACE t s GUD ABC WWi. aMl rkows narrwel f1.t to Cls +rhrrr�rra .-..�..�.... __ NnsiMirfa. OrioNi sis►w1 adset 24">uW. App icalok Cadew IM L)W4 wii 0oe1t10(OsaBss It amd Specialty Code AUMMI rentsra Myrius 2.0 Site Work 17.0 Fire Protection elioolN*Oeatober 1. 19109,and Cally of TiiW d TedoW Advisory Bulletin(TAB) Chapw 13, 1997 UBC, with State of Oregon Structural Specialty Code Amendments effective Na 1020.deled No►a mbar 12, 19". Ocsuker 1, 1998. A. Provide and install smoke detectors per Uniform Buildinjg Code Se;aion 310.9.1. Smoke 1998, A. Hazardous Materials: Discovery of hazardous materials(asbestos,chential wastes, fora the builefiim whir pesticides,etc.)shall be reported immediately to the Owner. Contractor is responsible for detectors shall receive their primary powerg , � Com[�� b r 13 _.lFwcr .r Correervavon ' �� atppfovals, removal,disposal,aetcl certification as required by law. s!1 Csestrifeti !3111 Metrri+rg Each dwellutg unit shall be individually married. fl. Provide(ire extinguisher cabinets as required by Unilorrer BwWing Standard acrd the City of 18{. Landscape Work: Contractor shall obtain all necessary permits and approvals. Tigard. Dwaillimp • K'3 Each dwelling unit shall be metered for electricity, water and sewer. Plumbing contractor to lMwtrtt Go M U-1 include installation of water meters in each urit. Low voltage wiring to be installed by electrical C. Soil Conditions. The architect assumes no responsibility as to the physical characteristics of C. Where recessed cabinets(fire extinguisher,etc.)occur in fire rated walls, IinF opening with liie0tl subcontractor. the soil, nor verifies accuracy of engineering data supplied by others. 5/8"Type `X' Gypsum wallboard, including surface behind cabinet. Taiia 3-A 1307 Exterior Env 1, �3J11-i - i Hear Oote�ty Seperaitioa�with 20 aurwMr;docs per Besides 302.'4 exception 3. �O�R .�uirements D. Permits: Contractor to make necessar3� arrangements or secure necessary permits with tine Residential Buildings. Group R buildings shall comply with it prescriptive palm per Table 13-A. City of Tigard where required for site work or to block sidewalks or streets due to Windows and doors shall be tested in acccordame w/NFRC 100-91, Section 1320. construction. Is.O MiscellaneousMiscellaneous �.F 310JU Ua k sepamrnow WI"a 111WIM tg Perimeter of siab-urn-grade floors shall be insulated for a distance of 24", Section 1307.1.6 WW&and 1laors aacprrsrntiwa6'��waits is the same budding shall not be of Irks than oaw-hour A. Sound transmission control provided per Uniform Building Code, Section 1206. - E. Safety: Contractor shall he rcspwmsible for all required safety precautions and methods, fire4cilliallive, Path I, Table 13-A techniques, sequences,or procedures required to perforin the work. B. All party walls shall meet or exceed an STC rating of SU or more. Maximum Allowance Window Area Na Limit 31" Window Class U 0.40 a So&dwC. Fine Rated Ccilinfss shall be of a continuous fire-resistant membrane but ores"f Crave openings e h@*we"AA be pnoviiied wider a mAe defector in death sloping ninon and in arrear Exterior Doors U 0.20 3.0 Concrete � gs lwing a ccem to skuprtt a win Max 28 s.f.exterior door U 0.54 for copper, sheet steel or ferrous plumbing pipes,ducts,and obctrical outlet boxes, provided the areas of such openings gh g aggregate sq G G LO 6�"p°'0r�ft aalaats►a sasaaiart�w ttfladl��on each�' Wall ;nwlstiat R-21 A. Cltaratfer external corners on exposed exterior concrete,3/4",except where flush wells abut penin s thro4 the ceilin a e ate not more than IOU care incl>c'�s for !twit siMM be ffnrm haldie0 w'K"vg0 doll be apipped wab batty backup' Underfloor Insulation R-25 and where surfaces are indicated to be otherwise finished. any 100 square feet of ceiling area. Regardless of size,duct openings in such ceilings shall Architecture an6 iataMor Design Flat Ceilings R-38 tc protected by approved ceiling fire-dampers. Individual electrical outlet boxes shall be of United liability Co.arory X10.10 Vim Alarm lliysM w Vaulted Ceilings R-30 steel and not greater diart 16 square Inches in arca. 1161 Second Arreaere, Shiite 1460 Not nXpirod is K-3 r --p"ttiaa Skylight Class U =0.50 4.0 Masonry (not used) Seettle. Waddustots 1iA101-!!AA Basement Walls R-21 Pbow. (NO) 447-M M 1.aeadaar an ft"we7 Slab Edge insulation R-15 20.0 Dwelling Unit Requirraments Pant. (M) 467'M Tathia..1-,ik __�_.._.�__.__.___.__ Forced Air Duct Insulation R-8 5.0 Metals A. Every sleeping room to have at least one operable window or exterior door approved for Bc.�IYIPI "'� Exiled" 4 1 Hour less tlrnn 3', non-rated elsevvhate 1307.1.7.1 Air Leakage emergency egress or rescue. (Section 310.4. ,yL�'r , ,• g A. lnsr.lation: Provide galvanic insulation between dissimilar metals. Contractor shah! paint all 0111011161011 vA4 ',ilea no permwed less then 3 Residential Buildings metal stacks, metal beam/post connections, vents, grilles,or louvers which project through 1.) The units shall be operable from the inside to provide a full clear opening without V-N Windows 0.37 cfm/ it of sash crack walls or roof and are in view. Color by Ar�ediitect. the use of separate toots. �FA*wirar Walk I llourr Fars than 3' Sliding -- PowPow�....._._ Swinging doors 0.37 cfm/sf of shedoors 9.37 cfm /sf of door area ) egress of rescue window frau Slee. to shear area � 2. All a rotor»s shall have a minimum net clear p 1S noo-roed elo w illm Seal ext.joints around window and door fismes, frames, between wall and foundation, wall opening of 5.7 square feet. opallimp Not edam leas than 3° and roof, utility penetrations,and all other openings in the exterior envelope iii a manner 7.0 Thermal/Moisture Prutertlon 3.) The minimum net clear opening height dimension shrll be 22 inches(22"). The approved by the building official. minimum net clear opening width dimension shall be 20 inches(20"). \ 1307.1.8.1 Vapor Barriers A. Openings: e caulked, seaor weather-strippe All openings to be hd. 4.) 'enrherc windows are provided as means of escape or rescue.,they shall have a 01 ' ; ►�� 6 Mrar esh m 1Hed�/Atrw Ilar W3(ToW 5.1111) Inti•,tished sill height of not more than 44 inches(44")above the floor. H** 4W stall I-perm vapor barrier ern warm of:SII exterior walls and floors. Install .5-perm Nusrtlb�a 3 vapor barrier at warns side of all rculiceilings. Provide weather paowction per Uniform Building Coues 706 and 1402: Weather Resistive barcier protecting wall 'structure. Provide flashing and counterfTashing at exterior openings B. All habitable rooms within a dwelling unit, except kitchens, shall be nrovldcd with natural Nosma lariat fur R-3 occupancy. light by riteans of exterior glazed openings with an area not less than one tenth(1/10)of the 1313 Consrrvation of Hot Water rod Other Buildings to make them weatherprooflight area of such room with a rnir,nnwn of 10 r ten)square feet. Section 1204.2. Niaslnre��fair U-1 a) Showers to be equipped with flow control device per PSC 91 S Area far 9-I,wbm used only as a for private or pleasure-Type motor b) Lavatories to be equipped with flow control device per PSC 913 All tears and joints in batt insulation at exterior walls to be sealed before being covered. �' �+�trx� Pr f3 tYPe C. All habitable rooms within a dwelling unit shall be provided with natural ventilation by vdeicltas oboe no repair work is done or fuel dispensed,may be 3,000 SF. means of operable exterior openings with art area not less thast one twentieth(1/20)of the 1316 Lighting-Other Buildings All flashing(Nidd�rn and Exposed)and architectural sleet metal to be ..6 gauge galvAnizerd Interior and exterior liglitung power budgets shall be determined perTable 13-R. steel, factory primed and field painted, 8'-0"minimum s, pManual,lenpher SMACNA Ml, floor area of such rooms, or with a mechanical ventia...i, a system in accordance with Table !t! rCdawrriaraiN 12-A. Deck Rails and Guard Rails at 36"AFF per Seciou 509.2 exception 1. Intermediate rails or Interior and exterior lighting controls shall comply with"Tabic i 3-S. unless otherwise n'ated. one owntal prenares droll bre spaced seer that a 3"sphere "I r:+t pass through per Section 509.3 D. 'Ail shower areas shall be finished with a smooth non-absorbent material to height of 70" awopitiiw 3 B. Caulking and SerJa.rts: Use pruners as required by manufacturer, and backing rods or cape 1.0 General Requirements as rec:ommendeoi by manufacturer. Use polyurethane sealants at concrete floor and sidewalk above drain inlet. 'itis material shall be installed over watcr resistant gypsum wallboard. dK Tj^p et C-arttrsieg w Ta4ri 6-A joints,all other locations use polysulfide or silicone. Typo V-N-No geamal r Kvkeasearls for fire nesrsta r=except for i hour shr f3 enclosures A. Drawings. alts drawings are intended to describe the overall scope of work. Contractors E. Doors and panels of shower and bathtub enclu_..res shall beof safety glazing material, with shall field verify existing conditions and alert architect to:any unforeseen constructs)) C. Vapor Barriers: Continuous approved vapor barriers shall be installed on tine heated yids o! minimum 23"opening. 707 'Aner3rdm difficulties before beginning work. all thermal ir.sulation installed. F. Kitchen range, dryer, bathroom,and laundry room ventilation ducts shall hofs smooth,non- knWeboa shall have a Alms speed rating of not a are than 25 and a smoke density rating of not areae Ons 450 pixSectwm 707.2 and 707.3 - The Contractor shall be responsible for verification of al!existing tttiltfics. Existing utilities D. Enclosed Spaces: Enclosed attics and rafter spaces resulting from ceilings applied directly to combustible, ion-absorbent surface ruff shall be equipped with back-draft dampers. Hollow -� shown have been obtained from available records and are shown for convenience only, •The the underside of roof rafters shall have a free ventilated area equal to 1/150 of ventilated Quail Etroepliat 2. Whirr laraela arwtersals are arr�arll®d ar coretceakd spatcrtis of Type V construction,time Y tisnwe/snemer d smoke-developed Imitations do root apply so facings, provided that the facing contractor shall be responsible for additional utility locatJons not shown. Care should Ix space,or 1/300 if 500 a of the required ventilating area 3'-0"or more above time existing nave G. In bathrooms, water closet compartments, laundry rooms,and similar rooms,a mac�tanical an is imOlUed iia ssubstastial c,)P*.;.A with the unexposarl sbrface of the ceiling, floor,or wall finish, taken to avoid locations not shower. Care should be taken to avoid damage or disturbance to or cornice vents. ventilation system connected directly to the outside,capable of providing 5 (five)air changes Townhomes existing utilities. ped hour, shall be provided. 748 1Rae 1a'.wdrs and Drv&Soap Fine immodw(2"Bernhard lumber,3/4"plywood,or Sir 'Type X' GWB,cement asbestos board, a Pre-Construction Meeting: Prion'to arty construction of development activity,the contractcr &0 Doors/Windows ;ate�ie.gkn!-�)• shall schedule a pre•�construction meeting with the Local Building Department or Local H. Every unit shall be provided with heating facilities capable of maintaining an average tuerm 11) Cusotakd spares of walls and ceiling and 10' intervals horizontally and Vertically Public Works Department. Verify which agency would be involve(.. During this meeting, A. Glazing in locations subject to human impact, such as panes in doors, glazing within a 24" temperature of 70 degrees Fahrenheit in all habitable roosts and bathrooms when outside air i 2) laf�avoidnectioas between concealed horizontal and vertical spaces(including the contractor shall provide local inspector with a proposed construction schedule. The sic of either vertical edge of a door opening in a closed position, glazing within 18 inches of temperature is 24 degrees Fahrenheit. wagats), contractor and inspector will then tentatively schedule several phased inspection--,. the floor,or glazing over 9 square feet per panel, shall be tempered or laminated safety glass T/ CTed per UBC Section 2406. 1. Windows and sliding glass doors within ten feet(10')of grade to be provided with latching 41 Opewiargs around\feats,pipes,ducts,chimneys, fireplaces an: '"cilings and floors. C. Abbreviations: Throughout the plans are abbmvistions which are in common use. The devices. Provide secondary locking device such as"charley bar"at sliding glass dors. W Tigard. Oregon 5) Openings between chimaey chases,and attic spaces. architect will define the intent of any in question. > 9.0 ['inisbes J. All occupancy accessories such as towel bars, paper disperosers, scrap dishes, etc., provider) ler 7",p Fratrtapets D. Repetitive: "typical wail sections, finishes and details an: not indicated everywhere they on or within walls, shall be installed slid sealed to protect structural elements from moisture. L Brownstone Homes, LW Ndnesytt ad-. s aeoepaou 2,Eweftion 3. occur on plans,elevations,and sections; Refer to detailed drawings. contractor to provide as A. 7fte Contractor shall be bounJ to the finish schedule of rooms and spaces, but shall be also �- Prr m%roof ftamitig at uaraataoa property liars between units with °Y, inch gypsum sheathing over if drawn in f,+11. responsible to provide other materials not designated in the schedule if required it; the field K. 'Toilet roosts shall be provided with a mechanically operated exhaust system capable of dw taol'Gaming few not ksrr than 4 Poet in bath directions from the common property line, per to create a finished product at walks, floors,ceilings,doors, windows, soffits, treads,etc. providing a complete change of air every 15 (fifteen)minutes. Such systems shall be f--• DRAWING ISlr11SS: afi dear 71-1.1 debt City orfrgwd TAH No, 1020. E. Codes/ Permits/Regulations: Work not a part of the work of the permit and to be Provide furring, leveling, acid patching as required for a finished product. connected directly to the outside,and the point of discharge shall be at least 5 feet(5') from performed under separate permits includes, but is not limited to: electrical, mechanical, any operable window. W e�ILpfMG PEftiMlTMnAL •1417!1 7WA resallinu ions, plumbing,street use. B. Gypurm Wallboard: Install per recommended specifications for the application and Q �. Mmabrane and*memo penetrations of Craw rased wall and floor-ceiling assemblies shall meet finishing cif gypsum board, per ANSi 97.1. L. There shall be a floor or landing on each gide of a door. Tete floor m landing shall not be rew*Wmesti,0(,M9,63- Contm,.c;lor sha;l obtain and pay for all pen»its necessary other than the building permit. more than I inch lower than the threshold of the doorway when door cipetis over landing. A Cipreoningr,in lint-tried assemblies shall cowply with section 713. Contractor-Izall also pay for all other charges, fees, or costs rnarged by the building and C. Exierd flooring under appliances in kitchen, and full depth of linen close•s in bathrooms. door may opera at a landing that is not more than 8 inches lower thar.the floor level, provided construction departments,utility agencies,or private companies which require such costs for, lustall flooring, in all closets to match material in adjacent room. the door docs not swing over the landing. 9®12 Agowla k Fire-lEartisgariahialg bj►AWM or prior to, installations. ---, Airbs»atie Fir+�lEaltriagararbiaag system yrs not required for R-3 and U-1 Ckcuparncies. M. Extend fire-resistive wall protection to the-sole plate:behind the tubs or shower units which Nothing in the drawings and/or the specifications shall be construed to permit an installation abut a firs-rated wall. 10042»'i,x &sob From ischii wail Floors in violation ofapplicabls codes and/or restrictions in violation of applicable codes and/or 15.0 Mechanical ,the contractor shall notify the architect at once and cease work on all areas tY. Entrance doors to units shall be solid core and shall have a keyed, single-c)linder use-inch © __ Exception A. When the third floor within an Wirvidual dwelling unit does not exceed 500 squaretr'quirementsA. Mechanical work should be coordinated by the gencral contractor with the work indicated fee,resew to�y ow exit need be prmWW[roan dart floor. affected. Work performed under this contract shall be in full accordance with file latest hereindeadbolt lock. Each door shall have an observation port 54""above the floor. rules, rtgulations, restrictions, requirements,and codes. . Ae�orsa s war pipe sizing, as sand mechanical sizing to be in accordance with O. All water heaters shall meet ASHRAE Standard 90 A-80. Provide R-16 insulated tanks and ~ 110&f"10.1 NufAing U P,noleptinaa i. R-3 arced Boot be�. All work shall conform to the 1997 Uniform Building Code as amended by the City ori' B. Plumbing stiff e I p g,g Tigard,the 1998 OSSC amended code for barrier-free design, the [IUD Fair Housing recommended practices as per currently adopted national, state or loco! regulations. fit hat water with snap-on type insulation. W Ira ,4 veriag erpniarrwe 1 Accessibility Guidelines,March 1991,and all jurisdiction rules and regulations. C. Contrzchnr to frame openings in walls,ceilings, and floors for HVAC and other mechanical R8Yi310NSe DATL TsW 15-A: r"-mrrated roof covers atm alkawad. Cilyr ofTadirnt iA.B '040 itatt 6.2 reMlasires Class C or better. F. Conflict: In rase of any conflict wherein the methods or standards of installation of the or electrical stork where required and not otherwise shown on the plans. The following Deferred Submittals to be submitted by the owner to the City of Tigard after they (materials specified do not egwkI or exceed the requirements of the laev'3 or ordinances, tilt have been reviewed by the contractor and architect for design intent: 100 stater 'Gras or ordinances shall govern. Notify the Architect of all conflicts. D. Provide wood backing, furring,stripping,or blocking required for installation and w at u"ar ��sAares��30"w Mead attachment of work of all other trades. Provide and install venting for all dryer locations, to a O outside,as req!tired by Uniform Building Code and us shown oft drawings. Roof Trusses (sit) Eaebsred iaaaWsted,attic spm+ces shall be vtattilated at 1/150 of roof area,see exceptions. Sit G. Dimensions: Survey: Dimensions of site conditions are from a survey by others. Architect Floor Trusses Kw fve"Cly hers no responsibility for accuracy of same. L. Water i\eaters to have pressure and temperature relief devices directed to outside. Strap all at interior Dimensions are shtliofar own to cenerne ptwalls,stlls, al walls, water heaters to brtilding fronting as required by UPC 510.5. PROJECT h10. 2�.. WOW"dd lErrra SOPW*da. face of sinface of stud ♦` 98114.00 rowpwo, tit exterior walls. face of concrete. or centerline of opening, unlcs.;detailed otherwise on U drawings. 204 �1 R-1�atdass LOOKtrrae 16.0 iElectriewl at shall he idamtif"rxl a latae!, 1?o not scale drawings. The Contractor shall use dimensions shown on the drawings and DRAWING T�TIE Em*� safely ' A. Electrical work is to be performed under separate permit and is to conform to work H- �r a Ltatell qty in the folkliwarg kxations: actual field measurements. Notify the architect if any discrepancies are found. GENERAL E�AL OTFiS requirements indicated hereat and suitable for the intended uses of the spaces. Gish in doom shower doors:toad emckasurr s Gkiring in any portion of a building wall enclosing bathtub and shower where the The Contractor shall verify all rough-in dimensions for the equipment fuiroished and instniled B. Electrical work should be coordinated by the general contractor with the work indicated bottom exposed edge of the glazing is less than 60 inches af4we a standing surface by himself or others. herein. and dra lin inks. V Within a 24' m ofealirar verticsal edge of a dexrr in a closed position, The Contractor shall consult the plains of all trades for openings through slabs, walls, C. Electrical Service requirements and wiring to be in accordance with recommended practices SCALE: a Individual pave V=W than 9 SF, ceilings,and roofs for ducts,pipes,conduit,cabinets,and equirmetrt,and ,Ball verify the as per currently adopted national, state and/or local regulations. Parris wiMtin If"of floor shall betta�rpered or laminated safety glass. sizes and locations with subcontractors. ��cct.c►rrtncnttrrrrofKtt9tt Is.oms-e�tnt►�enora.+k►c � SHEET No. D. Electrical contractor to verify electrical outlet and lighting requirements, and panel locations 2102 Farm>rlaarlk IsenM/Mw H. Shop Orswings: Provide shop drawings for the Architect's/Owner's approval and as with owner. LL heltaging o undid ins foam pkgk ins4dation dlall bear a label With the manufacturer's name and required by the City of Tigard prion to construction. �i lillift 11111111111091• E. All electrical meters shall he housed as indicated in drawings. Contractor shall notify () A00 . 02 Few pineitie insslriort AI M heave a Nine spread rating of not more than 75 and a smoke density !L Special Inspectic:ns: Owner to nominate a testing lab for special inspections as required by Architect of any conflicts in meter locatior,and meter housings. pati►roltoM -00 ittlodN llont�s raft of not on i diem 450, the City of Tigard at the time of the building permit submittal. T1flN-0astM-0orot of 10 t t•.5..e.._.. 0.'�"k� -+.r+;..r'" .........y.n..r+:w-4...-....Lu.-.....'..'_. ._.,�'• r-�.,,+,,-�.. - it � i .,.y,a„yy.. 518.•y\. w..,.Y....wp n4„a�. � . `�L�w ./� � '\„� - . , 2 4 6 10 12 r 4 (• 16 , .4 N t {�1114I1111a11� ' 111111 fl II 11.CLli{ 111{ISI { 1li 1111111 1111111 IIL{ .� ' 1 1111T11 1111111 1111111 IIIIIiI 111 111 it I iI VIII II IIIi 1111111 1111111 111!111 IiiIIIIIiIIIiII 1111111 1111111 1111111 II I � is I I I IiIII 1 L ! 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''a' - 'n+i1N31, ':yffm`.w.�plMi1/�n., ..8 � •. •,,�IMlwa`J�W q�r:.vs. -�°'d"r -., .•w4M�awr.. •'f�MY„Mbr!, ,, �"r.N'�.LLM ti.:.: „y J Z ' 6 M1�MlIM -2 Giebtr mer" NA u be Mmilue" w mt Wmblka. s_ thtAiaai abut ip It4'G31r• MAIL 14OLLOW TOWN140MES UNIT MIX_ _ _ _ - LEGAL DESCRIPTION VICINITY MAP PROJECT DIRECTORY Issue No. �• �� A Fr7l•TTION OF PAWAL k AS DESCRIIIED 01ELOM �t - t�Ml TV* _ - -- _- - - A TRACI OF LAND SITtIAi'ED N THE SWWAV Q AMR OF aECTON 4, J rr_� 21 •'i _ 11 A-N A-S 0-N a• c-N c-S CN-IS CS-8 D-N D-S US-t3 _.�_____. �()iI1NbTO1N>r .IPA ,LLC oelo au 6e'n+ 1•AirCWAY,SUITE ?410 T0604 f' 1 6WK RANGE 1067,OF THE WLL,VMTTE MERiDIAII,N THE t�iingiraV��DI~ �. lu ' � I �.`raaley 0rr1 T on VW3 •ol boaloo� r = TEL.(903)VJI-IbloS FAX (b03)MW-WdW a 1 ? ? 3 3 3 3 _ 3 3 3 C HINNY OF WA64MYCW AND STATE OF OPWe.%BORE PARTMANLY !-�'`��: , ""too 1,41'5 1,481 1434 1418 1.28 1,628 11626 IA26 IA64 IJ"4 1,664 pESCR18ED AS FOLLOW - Al THE tourwmT Comet OF 'WILi.AMETTE PLAT Y A DULY r- f` -'` xl.. CaNTAGT, a r1fElS �► 541 1 541 5n 438 4110 410 410 410 3'16 316 316 �, �► _- - - IECORDED EtJ►'9DWIb10N,RECORDED N DOOIC 11,PAGE 'E PLAT 4C01�t3, far l I>• 65 6b 260 ?81 0 0 O O O 0 0 MASHNi�dCjTON COMITY,SAID FM ICEWG ON TWE EAST LINE OF SAC)SECTION 4 -- ; ,� ,r AV WING tt,E AHE FONT OF W10" ri OF T►E WREN DESCINr.9ED!'N01'ERIY, � R`- �� _f-'" us t�ks 36 36 61 43 26 28 32 32 0 32 32 -- y �., r i`r1 0&0 AW.4TEGTURE A INTERIM DENN • --- - - TIDE A<.�•SA�;'.H EAST LINE (Ad��OIW ON 11ElvEY NO.?111tr1�N -I�j _ ..'�'�'�, `ti dr----1 ..ter --.. , , 611v C k Way ISI SECONIC, AVENA,SUITE 1660 OW&V Asi OV72''WEST A D16),V" OF 414,61 FEET, '�1 �' � 210 � •, r TIE9lGE ALONG TSE St\ITFI LINE OF THE NOIlTiEASY QIARTER OF Twa wuneAsr �' f - - .r, %�..'. i�l �--- ------l eEA1TTLE.Woe. 1Ervl 1 �. Pdr�k', a TEL.(?Ofi,/461.900 FAX (20 6)461.4621 thlt cant + gNRTER OF SAID SEGS ION 4 (AS t3�iCEN ON SUVA EY WO.?2,116)NORTH 6d'13Y8' Ity,'C op-t_y-)' ! •, '-� 9w S uta 1 _ 1 ! 9 b0i) MOT A DISTANCE OF l3?:d9 FEET TO 71E CENTER SIXTEEWTI�1 C.��IEK f�.-`'n s _;�" y -,�'; `-`;r, CA�fTACT� AtM1E 1�ADOIib I� Al i ^2 --- saw. St�m 00'?631'W47 A D16TANCE OF 31MM FEET TO TIE EAST WSW ? A _ 1 2 I I 5 6,011 pr GAY LINE OF THAT 20 FG`OT IWADWAY DEDICATED TO THE MKIC AND %,' C__ ) �^ -_- -_�r'. -e 3 J 3 '- 3 _ 2 _8 11991 ACCEPTED N TWAY ROCU SNIT RECcJRDED JUNE 2, ILEO UNDER.FEE NO.S001lt313, � ,.-Suinfner Lake . I , I -,. reton- r*� ,�.,+ - -� _. IIs DESIGN, INC. t 2 3 I I 1 9,039 MASHdiNGTON COtNTY RECURP�', ?'-�- � •� _<"� i�rThi 8rd 8t � �j �- I . r490 SYI IM'ISllb AVERSE hu. xr- ---- aE. t - S I I 1 91039 THENCE ALONG SAID EAST R CvkT OF WAY LINE (A6 SHIN ON SURVEY NO.22,*M0 _ t ; --4 - C ? 3 _ r = Y I -�- +` V7 I g1 FIO MAND,OR tll??3 (NORTH*210614W EAST A DOTH►A OF 130423 FEET TO TWE N=W LIE OF TI#- r �p �'j`� 1 r •c. i L 2 rb _ 2 _ I? 1?,948 WtITHE�T C�AR1ER OF SAID bEG'ION 4, _ �~�r �'C t; TEL.(503)603-�33 FAX ('503)"11-�44 1 PE I 2 1 5 _ 1 TOM ALONG SAID NORTH LME SGVTH weawi'EAST A DISTANCE OF 113.11 FEET 1 i� (.t CONTAGT� DE�i IINLLIAMS --f r �� ,- , � �'` oodard Park `y'�`igard �� i> 1• TO TIE II Y LME OF THE EAST WiLF�� TfE N01lTHEAST QUARTER OF TI! y -"'"-� I K I '- I -I I 4 6104 GOWNEAST GUAM ROF SAIID WA TiON 4, =t-j -�D� :IaCic,Par,k i + i .� ::�;' l' , °� r D? ? 3 I I 1 10594 THENCE ALM SAID WEST LK SOM 0?08!$76'WEST A DISTANCE OF MAW PUT, � �- � '� oro" ` � -S"� + � _ �`^ ,� �. �J s � LIe>jits4 Lis3ilit, 7 - �^� rr Sale!-awe E N 1 4 ? THENCE CE SouTW M?!�'EAST A DISTANCE Q ESUS FEET TO THE MMT� r , 'y "I ��_- � 1 •��- / �. �.-, S �. r450 aM blJ!!Av1ENLE `llisattl.�ostt4 AMantt, llttfte 1568 8 11154 -� y-r'• .� . .- ee�.lill4lo Q X I 4 2 1 _ 10601 ~ ` ,meq `� �i /. \ lbltTlAND,OR 412?3 Pboar. Biel �7-iep O v t 3 ? 6 - 9124 --. 0 �! ~ F,annO Park _ �-...� � l._._..� � ' .._ �_. . .._;;�: ~ ��•,� ,,1.•c,;rw<{ ., 11� TEL.('S03)603-'.1133 FAX !`o: (»� M7-ewa ' M k 1 4 1 1 .0.602 ► �, �`, i � -e ' _'1 CONTACT, SIEVE ROPER TOlals r h I 16 1 i • 4 1 1 4 W t34A61 ;.-� �� , a-_ ..,�j►::� / r' !i' 9w Fafnr +Cn c,.• %t{ i Altb IM1t 1°16 cm 26t 16 l2% 6% 4% i6 16 4% TM R FROELICN CONSULTING EWI*ERS.INC, `• '~ 6561 SW WAM'1!°TON STREET TIGARD,OR vG3 • Mhca<xlsd In Gere area TEL.(503)624.1M FAX (503)624.111! r 1 CONTACT, JEi'M PtETZLANDSCAPEz QUAIL HOLLOW TOU�INOMES BUILDING AREAS CEDAR L QAC DRIVE "MUOOD CR 11140 CCoOPAWY )BASED ON *91 08601 TEL."50.19 f?6. CLI EXT,216 CONTAGt: JOWd CLMFOYND R-3 Ref idw►i ie I U-1 Private Garage ABBREVIATIONS ORAUJINCs INDEX PROJECT DATA ,suiCneblr Aro, (Table 5-e) Type v-N . Unlimited �� K SHEET • DRAWING TITLE SCALE R.3 PW" in own" 3 • At ADDRES& (NOT YET AVAILABLE) AS. Anchor soft Manurect.urer A00,00 COVER SWEET U-1 AMooble Aro, (Table 5-D) 3000 SF. AFF. Above Finish Floor h7eR Materiel LOCATION, TIGARD.OREGON �RO•x, �� MAT, MaxNnuad A00.01 PROJEGIINFOR.MAt10N Ild 1'ilrsl ISIa10 y4s1�,t m Stories 1 APT. Apartr.wht MAX. hledlcl� Cabinet A0002 GENERAL NOTES F1�JEGY DE6CRlPTk7N: 93 TOWiI01"E$ AG1tlAi. AIREAb AVE. Avdwxw moo Medium ium Dw*Ity Overlay Pkjwood A00220 ASSE!'ZL SCHEDULES 1:40 1!D Eloo LOT AREA: ?0'-O'W X 100'-O' D T &d • Gar (U-1) Level I Lewd 2 Lowe 3 Total(R-3) MDG, EIuildlrhg MEZZ• Mezzanine A2001 DOOR A ifs J�NDtJW SCHEDULES,DETAILS VARIES ZONE: R-3.CITY CIF TIGARD A 12 2,421 1105 3.651 1,839 _ 1?41 � MIR Minh C _ 45 3521 1551 5,166 3,986 _ _ 10,103 A20�2 iINNDOW INSTALLATION SEGkiENGE 3'■I' D , 3106 1,551 5111 3%S 10594 kA Not Applicable A20J0 WIT PLAN, TYPE A-N 1/4 ZONING CODE ANALYSIS Co". �� Not In Contract A20.11 WIT PLAN, TYPE A-5 1/4' ldessd on Gil or Tigard t�eveb Code Il/?b/9t3) Quail J 3 3)661 1)666 5o1 4,485 11;992C.D. Catch y K 1 1,133 1032 ?,935 ?331 6204 CO. Clea, out15" O/ Over A20.r2 WIT PLAN, TYPE B-N 1/4' Hollow L 6 5161 2,318 8,186 6,164 11948 ete PU Unit On C:wKdw A20.13 WIT PLAN, TYPE B-5 1/4' ■ _ C1'UU- Concrete prhry OA:, tons: Glty or Tlgdrd R 4�,t�leHdkan Nigh-D.n.tly Rpkl6Mlsl Dhtrict (SF DU) M 6 2461 1,161 31.6•.!1 2,841 1,105 CNTD, Centered Lbs. Per Cubic Foot A20.14 WIT PLAN, TYPE C-N, C-NB 1/4' MR Approval under R-3, 1994 Ordinance) Townhomes N 11 4,.02 1161 3.691 2841 _ 1,105 CLG. Cwllkv V a 2,623 1,340 4,405 3,319 5,124 CLR Char PLYWD d A20.15 WIT PLAN, TYPE C-S, C-5B 1/4' Minimum Lot Area ■ none C01NC• Concrete P+erroreted X 12,14 3,051 1313 5,140 3,549 loom PER Maximum Lot GOvV90 ■ E0''X PlrMteier A20,Vo WIT PLAN, TYPE U-N I/4' CONT, Cortl,k+uoh» P. LAM. Plastic Laminate A20.11 UNIT PLAN, TYPE 0-5, D-SB 1/4' POLY', Plaint hyI&� Average Lot ulldih . none retgtGlrcXi D PT. A30J0 DUL.DMIG TYl°t a LEvcL I t LEVEL ? PLAtPlS U8' DIA, 0141m eter P.T. Pr000we Treated A30.11 15UILDING TYPE A, LEVEL 3 4 ROOF PLANS 1/8' Minimum t 61,108 ks: on ON Doan ion R Rlo r(0 A30.15 ELEVATIONS, SUiLDINr, TYPE A (I ) I/8' Ft Yard ■ IS r•!K MATERIAL LEGEND SYMBOL LEGEND Dd Do "Pots REF. Rerrlgaratex ,431Ej eu1LDNrr t7PE A?,LEVEL I t LEVEL ? PLANS 1/8' $Lard ■ 5 root OW Dishwasher RES. RIIes1 Nal, Realllent ,431.11 BUILDING TYPE A2, LEVEL 3 4 ROOF PLANS 1/8' Tiprd. Oregon See draurings For adtlltlaral symbol legcet'wie. PILO. ' � Rear Yard ■ 5 rest EA, Each Rb• Rb%ig h $own A31.15 ELEVATIONS, BUILDING T)PE A2 (I ) IV$ ?0 feel for EL. , ELEV. Elevation A3?.!0 El3LDi� TYPE C.LIVE. 14 LEVEL. ? PLANS 1,8• Distance beixween �aroperl� Ilr�e a garage entrance • LARIGE SCALE= EJPA. Ext. Ineul. Fin. t� SD' raDF K Side or rear herd abutting a tnexe restrictive =onlrK� district ■ 35 raPlet � ne HDsnes. t�IC MATERIAL SECTIONS DOOR OBER EJ. Expansion .10 4F' A32.11 BUILDING TYPE � LEVi:L 3 4 ROOF PLANS 1/8 GAS. Garet Glass A32.15 ELEVATIONS, BUILDING TYPE C ( 5) 1/8' 61de racing strep!, on corner 1 through lots ■ IIA feet CONC#WTE �; REVISION EGL EST. Estimated ted i'!H-ITC Sleret • •: 4 re 4 ch A33J0 OiMLDMG TYPE C2,LEVEL i LEVEL ? PLAi+15 1/8' CAST-Md-PLACE • - •'� �. E1Il. Each away S•1• � �'� ORAOIINC 1 DATM SAN. r•y A33.11 BUILDINCs TYPE C2, LEVEL 3 4 ROOF PLANS 1/>3 Minimum Landscaping ire>rwa ■ 205 > WINDOW TYPE EXIST. Existing Oheet Front rd areas, except drivews'�s or wA1W . EXT, Exterior A33.15 ELEVATIONS, BUILDING TYPE C2 (4) I/8 J ys d11LDNG PERI N1 SUlIf'NTTAL ytr/4M Swm Similar All ace and recreldticm areas paved or surfaced BLDG TYPE 'v' IApiIJOlAO EaylTN F Filler 81r!p SIM, Similar A34JO lNNLDMIG TYPE (7?,LEVEL 1 + LEVEL ? PLANS I/8' � � exC.ept p NEW OR EXISTING FAII. Floyd Applied Meiml r&w Iricetion recreation ce. M ' $PEG. 6" A34JI BUILDING TYPE D2, LEVEL 3 4 ROOF PLANS I/8 GR.MNU„AR FIL1�. ./ >M''DT ELEVATION FAC.. Factory re • 0 e a FON Fol+WAstion GQ, �Nt A34.15 ELEVATIONS, fAJILDING TYPE 02 (10 ) 11/8' x FO16ND. Poundatlon BTC T. Sound Tranamlaalon ;=erriciertt A35.10 aJILDNG TYPE J.LEVEL 1 o LEVEL 2 PLANS 1/8' Maximal Building Weight • 60 reef -- _ xx DETAIL SECTION FD. Potindatlon Draln SIT, G<*JP1G, Staffed GonGrete A35.11 BUILDING TYPE J, LEVEL 3 i ROOF PLANS 1/8' PrO,JeGtlons se►CFh as spires. belrrle>rs, cupolae, , METAL PP. Flnlahoal Fkxx ante)Ms, FMN, Finish STR StnGCturA'. A35.15 ELEVATIONS, BUILDING TYPE J (3) 1/8' venillators, elovator chart hots". dceft, serials, flagpoles, towns FL. , FLR Floor STIEJGT. CONTIIAiOt►'S T Tread(a) A36J0 aMLi�NCr TYPE K PLANE I/8' excluding TV dish receivers, and all similar objects not ueE!rd for • FA)JJC. Furnished by OIIAWW T and Gr©o� e AOtJGN FRA1'I�VC• 1 ? MTEItti(7iQ OR EXTERIOR Installed by Contractor T e G Towel78 r � A3b.i5 ELEVATIONS, BUILDING TYPE K (9) I/8' human Occ�,jancy are exempt. Erection or television dish -- ELEVATION FT Foot Tog. Top of Beano A31JO DA DNG TYPE L.LEVEL I PLAN I/8' on rooi it a structure) not permitted In any resident lal Zone. ®LOCKW.x FTG Footlne T.O.C. Top or concrete A31.11 BUILDING TYPE L, LEVEL 2 PLAN 1/8' �-- WALL/FLOOR/1100F TYPE GALV. Gelvenlzed TOP, Top or mate A31J2 BUILDING TYPE L, LEVEL 3 PLAN 1/8' GD Garbs a Disposal TD.G. Top or Slab Structures In required yards: MYWOOD GL, Glees 'S �a T�O,W, Top or Wall A31�s BUILDING TYPE L, ROOF PLAN 1/8' Cornices, eaves, belt tours", sills, �canoples, or similar architectural Illall Doerd TPH Toilet Paper I b A' 1.15 ELEVAtION5, BUILDING TYPE L (6) i/a' features ma extend or o act Into a r )red rd not more than 3N^' � � BUILDING MJ'1rlElt Gas �� T.T. Traffic Tapping y � � � � _W FNl$IFNED i11007D TJ. Typlca! A31.16 ELEVATIONS, E011-01NG TYPE L (6) I/8' provided the Width or such yard is not reduced to less than 3 rt. x W.C. Handicapped A30J0 EtU1LDNC. TYPE M PLANS 1/8' xx SECTION WIDWAL Hardware A38.15 ELEVATIONS, BUILDING TYPE M (8) 1/8' GLASS "� unlrcxeh tlulldl, Godo A3ElO BIIILDNG TYPE M? PLANE 1/8' � ��. �'�. � balconies not more than 3!a Inches k1 height UJSG. ''9 end not covered by a roor ex canopy, may extend or project Into a Unless Noted Oty'herwlN A39.15 ELEVATIONS, BUILDING TYPE M2 (1) 1/8' ELEVATION POINT OR W � u r")red rear or side Bard provided such natural yard area Ill not reduG�-•-- - RIGIO INRILATION CONTROL JOINT NORIZ• 14orizontel VA.P. 95AR'Jt Vapor bsrrkw A40JD DADNG TYPE rd, LEVEL I ( LEVEL 2 PLANS 1/8' to less than three reel and the deck Is screened from abut) iM. INT, Weight VEA, VOKIlatlon A40.11 BUILDING TYPE N, LEVEL 3 1 ROOF PLANS 1/8' t --- 9MOKE DETECTOR NW Not 114ter heater VERT. vertical �p Porches may extend Into a required front yard not more than 36 Inches, UJ PROJECT No. EI,4TT MNOULATION yM, MI alt�lOA T111tr A4+0.15 ELEVATIONS, t�UiLDINta TYPE N (II) 1/Bi �� •��HOUL. Insulation AQV 011"NG TYPE V.LEVEL 1 t LEVEL 2 PLANS 1/8 GEILMG VENTS MST. Intwidw W/ With trtiroored landings and stairs may project into reHqulr,Fd front \ LEI).. Label y W/O Without A41•II BUILDit�Y TYPE v, LEvFL 3 4 ROOF PLANS 1/8 ® EXIT SIGN LO • La Roos �Wp IlMided Wr�abrlC A41.15 ELEVATIONS, WILDING TYPE V ( 13 J 1/8� or rear yards Onk' DRAINING TITLE L I^8 A41.10 dUiLDNG TYPE x,LEVEL 1 1 LEVEL ? PLANS I/8 W/ DIRECTIONAL INDICATION r, A42.11 00JILDING TYPE X, LEVEL 3 / ROOF PLANS 11/8' --� PROJECT INFORMATION E--J EMEOWsENCY LIGWTING A42.15 ELEVATIONS, BUILDING TYKE X( 12 ) 1/8' Fen�,es` May not exceed 3 felAt In height in a required rrOM hard along local M L� FIRE EXTINGUISHER A42.Ib ELEVATIONS, BUILDING TYPE X ( 14 1 1/8' streets or d root M all other locations and, N1 All other cases, shall {,�-.� ', 1/29 most vision clearance area roquirra mr4s per Chapter 0.116. Q � �5• DOWN Sr°�OLiT A50.10 INTERIOR ELEVATIONS TNRQIJGN-WAt.L VENTILATOR A10.10 BUILDING SECTIONS 1/4' Off streetparking: ~ SCALE: l L OR A10.11 BUILDING SECTIONS 1/4 NOT TO SCALE ? LEVEL GN A80.01 DETAILS VARIES Stenolard: SHEET No. AiVCsE a'-13' x Id' -�• ct: 8-® x b -� A80.0i DETAILS VARIES W EM4AUST FAN A80.03 DETAILS VARIES "coo 1>i1equired: 2 spaua per dwelling unit ■ 06 spaces H RECESSED 14EAT LOP PI'Ovlded:Exterior ■s93� . 4u A00 . 01J QHollow YYrat ModN Hong � �„� �r• ' �, Total ■ 2'1S spaces IllsT�ss�oaas oo V J ® RECESSED CEILN0 MOi NTED EXHAUST VENT t or so +rt•` _ x :.,,.•�.. ,::. �,. .. ..r..w.r•.,._. .,.: s,-,-:a.........r.-, .. ;.,rte:.. .. ""•' ,� `"'1 ',� /, ,., • s . ; ✓. 110 12 14 ` i6 r s 111111TY 1lJIN � _llti ilill t1LI�l � ItLLI�J �t� IIL�IiII Illllfl 1 til IiIIIIi 1111111 I III I , • . � 111111 )III II I I l III IIIIIII�illllll Illi)! 1111.11 IIIIIII�IIIIIII 111!111 1111111 )III • ..... I �!I 0 I !11► III I I f . 4 rr wAll Illmiiii nnly �Mi1111111i111111111111111111In111011111111ildf�lll�lnlllilllllllll !nllu�n!tli �uQhIdllIllytllil t, •, ,.i�k SIA� �, - .. �1i"AY i. _ - T •.�, - ' 7 e.r • `� xr x, + . y t. .... -. ,;.. - j`rD - "�.1 �� • ,,,, ..,.„-t.a'....v.^,t;.-.•w•ve,,aaWernuars•,+r,wMrlwr..>•.r-yr♦/�I�. M.,,,...+ , sr.+r..+wrr+sr. u+ rrr4•., . --u.r._AY>e.- Y.c_v _ .. ., ... - .. - . ,.,.. .,.., - .,w,xa,.a .`a+in^ '"*- sa...rnn.r.rrnwya-.a►,„+..Www.ru-,+...x-.•r.-.,r^.?.•ra•:_r«rrrwt7•-ua..a.a!nrwawir r-,:aa'.rurccz: �ii'• 6G1+0 AW►.'H@1IXnn A INTtI "+• AM rl&U tweno& Nd 4 M nFrofsot4 wkbmg ptrnit w. &j&W dwd tits 24-zW. WALL AS FLOOR/CEILING A55EMBLIE5 NOTES ; �...... NOTE` ALL �fallD MAE.m IEOIR JAS ARE PMNi!'MM AV ARE POR PfN6'11W'1 HN RATWA GEE 6T'IEICTIMAL FOR ADDITIONAL Wa4ft" S' NOTE. ALL NOTED NAK146 P G WE*ffb ARE I'"1111 AINO ARE FIM i"I4'1IP'1 FIE RATING& SEE STlii<ICTUWtAL I"OR ADD1TK NX. REQJf1ElWO. SECTION W62 AIRD011E SOM NNLATYpi FIRE RATING v "D RATING FIRE SE 6w'•1 s y hD RATING PENETRATIONS,Ot CNNCb IN CN6TRCTi1ASSINUILE FOIL PIPING.ELECTRICAL DEVICES,RECESSED G 46INI . ' � "�� RDESDRIPTIDN RATING SMRCE RATING SMRGE DESGRIPTI©tiRATING WURGE RATING &URGE � G° ITS..ciuiE� � Ne1 .T�OR O t EIWIWSE TREATED TO MANTAIN THE LIED RATWI A ,tt '' '�'GWR EACH GSE AGA WA AGA AGMT PLAN!4 AND FMIII�bG��01E,E1LAI�! WA WA WA WA ,,,��Tir.4t10�N THE C4ht'rON CITY OF M AND TAD,, WV, ITEIM r�ALL.YECN 00"N <; AGI MACM PWu1Nl 51 a dam" .-CONCRETE SLA®FUER STRIGTIIIII CONr1NIJAD FIII011 ONE UNIT TO ANOTNER AIR PMONN 11"IM. "IRCAL T� L STEEL ELEGTRII WXE6 NOT GREATER TH ANI *GOMM NTERIGR 24 FmAmimG NNt+O. SLA$ R-D RiGO NSIILAUX 24' o PElIt INCIEs N AREA,MAY BE USED WWTHN THE ftTIED CA"W 1 z, - - o MALL ASSUVUE6 OETIIEEN WTb. D THE WILL FRJPIG SPACMG PER STI1lCTWIL �' �c o 1 c ,� S�AhD PER bt1RC O TUIm a SOLS REPOw!'I AGGREGATE AREA OF OWN OPEN INGr6 DOES RIOTVQCMD �' c o`- Im SC NAW NCHEb AN FOR Y I"sato IRE FmOF"L lJ AREA. R c o c i rAE �t7LYE11Pr1BE Flltl vAl'i0R QAIORER ELECTRICAL SMS OF OT►ER MIATEM"MAY EE IED Nr TYN X'GIIM EACW SDE 1 IIOUWt ' WA AGA rlr-Trr�r�-rg�� IF THEY ARE RATED FAIR N67ALLATION IN Fes- YE TrPti U>r OUr,rlEtu scUUrars•0-ofG. 1=T1 i—mH T0-- 1 I-ITS 11=111= - GRAVEL PER btli,JCTURAI 9 601Lb REPORT ` WAGON,uUM L#4W MG WNLLS AND AIE WALLED ACCORDING TO TIER L 11111"MrGE pff.WiAL.L / .01 OC'.CIPANCY 5 111'GOOD FRAMING BATT N6ILATION OSGG b>RGTK7N 1062 SEPARATIQi 1)0 FRAMING UNO. FINISH FLOORM PER IWiT FLAN WA WA WA WA HE BLOCKING IS,fECiII11ED N CO CEAL.ID GPAM OF Miisillrre ma irllmtlllr' Wrl� PRATING 4 SPACING PER STItICTILP AL AND FNW'>N GCWWM STILI W1i-LS AND PA ITION . NCd WING FILED rALRIII, ME" Val 5f10' TYFIE X GM EACH WE OTID6(2 IIIALLS) F 1 —_ FLOOR SHEATHII4 PER 61AICTOM AT THE L&CEIB H V FLOOR LEVELS MIC! AT Ufa-fOl01T 1��am-an NIERVAIb OC1►W vERTICAI, AND HIOIRlTG�.'rA1.� FI EBLOC�CNG GHALL COW51 OF ONE CIF TIE FOLLOMP 6„y .m U rr TrIA�oQrrltLl IKON•0'OIC. 1 NOIR EACH WE GA D'3614 OTC 55.91 TYPICAL ...�. 2 INCHES NOMINAL LII'!MR FlYt wameeaa+rsNAC+stor: f?-I NAR W1LLS) (?1 YL 13-n4 ��- Til JOISTS PER bTRJC1IRAL tWID 11►�ICgESSEb I-INCH NOMN4L L�RWWTW dE71m1 � �� AILING,(2)2X4 LAP JOINTSPLATESATTACH H PER STRUCTURAL Pd�tTY �— TOWI.RC71'Eb ONE THICKNESS,OF 23!92-W.A 111000 STIEJCTIRAL PAM - WIAI.L (?)?X4 STUCb,SPACING PER STRICT.(?4'OAC.MAXI `ar ON JOINTS BACKED BY 29(31-NCM 1110101D 611%C%W & r Apt SPACE PANEL ' -- ONE THICKNESS,OF 3!4-NCW TYPE ?-M PAIITIG.Ewwv 4a 3 V?'WOW FRM*6 BATT WILATION _ � BY 3/4-NCR TYPE I-IM �. ` SHEATHIG PER STRUCTURAL (A6 III FOR NEAR) I LAYER 'GWET OARD GYPM 8O AXD.CEMENT BOARD.BATTS OR SLAM" OF MINERAL OR GLASS FINK OR OTHER APPROWIIED 2X4 SPACED DECKM WA WA WA WA MATERIALS INSTALLED N A MAN ER AS TO BE 116COWT RETAINED N PLACE. -�'W OW EACH SIDE STUDS(2 MALLS) I WON EACH SIDE GA KIP AM OTC " RAI. F 2 3-??4 T L W ( IR ILLS) (2) TTTYPICALPROVIDEE APPIWOVED FME-STOPPIG AT ALL. ?•I NO ' LU4 —?Ni STUD PER STRUCTWII PLIPRMIG L 1 EXTERIOR FMTUT06 FOR ELECTRICAL,I`l 40WAL,FL"WL 1 --3 PCF �;'?^1WtAi'• ALL DRAM FI(MIN) DECD AND COMr1liICAtIGib C00971".P'M'ES;MID SM'�IIR PARTY -J ?)c4 SUDS,SPACING PER STRUCT.114'OL.MAX) p 11110100 JOISTS PER STIRIJGTIRAI. SYbT31T16 THWeOUk'GW FIRE RATED AGSEr'W3LES� ALL FRESTOPFI SHALL BE INSTALLED PER THE I SALL ��— �QTE. 11AKJFACTURER5, NST111CTION6 r Alit SPACE WOOD E)Q"ED TO MEAnEX TO BE PRESSIAIE TREATED 3 VI10 10 FRAMING BATT N01LATION OR 1000 NATURAI.LY RESISTANT TO DECAY,TYPICAL. j SHEATNNG PER STR ICTWIL (Ab II FAR SMEAR) OEM DIPEPW ML TYPES ARE M THE W6 FLAME EXieO ADDITIONAL LAYERS)OF tilts AS IE0I FINISW FLOORING PER I.W PLAN I WOM HER-200 AGA NER-?00 FOR A SMOOTH FIM AND FINISM SC1EDME 1-I-+!3 1.143 s/6'CAB 80711 SIDES► NSA WA WA WA F-.3 e --__ - 3/4' PLYWJ00D SHEAtHNaAG ASSEMBLY E-2 an�oU Pa R-FLOO CEILING TJI JOISTS PER STRIIGTWAL !?4'OL MAX 3 PCF SOUND WWRAP fr ALL DRAW PIPES(MNJ GARAGE/ PI N ALL ({ � DW-LLING � R-90 BATT W&ATIONi WN VAPOR BARRIER NL tm "IRE GARAGE (IJrI#ATED SPACE)EIELOW M WOO FRAMING PER 6TRICTtRAI TYPE X? LAYERS Quail Hollow �►/6' C415 sM[LAYM ATMOM MIs;+I W"M s GI•Ir INK. Fra uYM AnAcu om r Til:s low*•r wF OC.AT Sun erG WA GA Uw_*W WA WA 91pones ntr�l+Uva �aYeUe IM�otUr Tit AD to*gsrD Townhomes EXTERIOR BADE OVER WEATHER I@.56TIVE BARMER (1 HIOIJIR 'SIT) (w BM') U 'SW TYPE "X'GYP.SHEATHING AT WJ I w TYP2 USI ORTWU SCM0•r CK,NAGGER XW6 NACU sato! FINISH FLOOR1ItG PER LM PLAN WA WA WA WA EXTERIORANC FINISH SCHFOIL.E WILL bEA►TW1NG PER STRUCTURAL F4 FLOOR- _� -_- V=FRAMNKa PER STR1iCTWII. SHW:ATWIG PER STRIJCTWI!- At STAPLED II BATT POLATiON WV VAPOR BAWER FLOOR OVER EXTERIOR R•3O BATT NSILAtKaN UMvAPIOR BARKER SW CA15(T'YM 'X' AT 6PU SPACE I Yr'TTP2 al ONYO14LL •Q'OC,NAWN JWS CAI S -TJ JOISTS PER STMICTIRAL,OM I Vr HOLES 916'OZ, AvIr& orwm NOIT'E: IF SWEA NI ALL SWATWNG IS AF40LIED BETWEEN G11E _ FOR CIII VENTILATION ow Ir STUDS THE LENGTH OF THINE FASTENERS SHALL INCREASE MN,THE THICKNESS,OF THE ADDITIONAL SIEATHINCG. 3W ROIIGHISNIN PLYWK W W M W 1 ATTENS • 116'OC. MIQsamop uc PROVIDE SEALANT AT FLYWOD EDGES APNJ BUTT JOINTS; AND GOvER BPI BATTEN,TYPICAL. b1DWG EXTERIOR 61101E OVER 1EAT1EM RESISTIVE BARRIER AGA AGA AGA AGA lERit� 10 SW GYP.SHEATHING ASFsMT C0I'1POW04 GNINIGL.lEb(CLASS,G) U IWT"%0oUm1IftU.GI•roc,sT,oGGtR Fonts NAA ON AGA AGA AGA AGA eM117�i F�SIIEI►*rrAE EXTERIOR OVER WEATHER RESISTIVE BAIORER ow dr !WALL AT 61EATH M PER 6TMCTW1l p - CN£R FtY&VOID 61EATWING PER STRICRRAL I`I `mss-` EECrr 1'1i'1''E Y UNHEATED SPACE WOOD FRAMINGPER 67RC U RAL TYPICAL � l�RE1'1ANIFAYCIIIEL? ROOF imam ROt7F- R-36 BATT NRUTION III VAII BARRIER! —w GWS!! 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I C L� I ® p vIT _ _ I COMM rum - - - I RI"F I T �► - I ttAw+ s Tm W TlVW, Ore`oo MEl22-AW } for VA& - — — - r- -- — -- — —� M � �'� 1A ATTIC ACCEsb W �rA�1�011e Homes, ( A"1lONAL � riMlL AOO►�E N w - — — - LW I KITCIs*MI ISLAND I 36'r�' I WIT I tie w • — § I L— — — — — —� WoIIEIt " .r �-- Dlt►.� IE8m DAM AW v © DULD16 I'EI!'IIT 0AMITTAL 614M M � Q IW I 1401 M • I — -- — — -- -- -- — t•3 N1' _ f'-!' 3'•E' 3•ILN Vl a, I �r t pl owe ON—qm EDGE OF FAN ...J ` M'-E• 3••E• 3'-b' 3'-10Ir!' fe=.Mm '0�#LHEa VV AAKW ,, I ® ------- I 0 " s- m KITCN It1001� ENTRY LOW I T I oe wvlsisfota�: a►1>it: �,-3 v1' T'-t 4'-1' 1'-3 We 1 r-4• ?'-O' 4'-W J'-O' W-W • r•I' T-W 4•-W W Y-Iv � �•,o. PRQNRCT No. i V 08114.00 Y i DRAWING TITLE .. �• �"' PLAN; a,,r I I �. r.,• UNIT C•—N I , , UNIT C—NB I r r 'IMAMA4 I r V SCALE: +�••r-,Ir AC � !! SHEET No. AMA Q 1V- LEVEL I LEVEL 2 LEVEL 3 o A20o 14 ros.111on� .. 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MUMJUNITTAL 6/4M w I 11 t fill Mr I I — I I t ► I I � � d / � � 1 V I� w M I \\ I ow - UNIT C-SB --J UNIT A-S -_. ITT' A-5 -- LWA-N UNIT D-SB -_ i �oPP wMc� I �crP wwo� 1 �►� _.. PRWEa No. 90114.00 DRAWING TITLE I ' ' PLAN: BUILDING G TY PE A LEVEL 3 & ROOF SCAM:. 14 •r-o• II SHM No. ¢F PL�ANN:�L�,�EVVL 3BUILDING 'T'Y'PE AWilt . 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IlIT�yOR NSiCIi. W riots r...r�N. NA is M rMnds"/ vab"A r.r=iNh& 00*mN 8694 dw SCIW. NOTES- ELEVATIONS IMT D-b - IMV A-M INT A•S Off A4 - liitl C-00 _ L ONE Clvt AND DTIV iwAL DRAawa (OPP101111+TE Mille) - _ (OP11010" moo) V (OPP011111I1E MAD) rOPP10dfTE wrD) P=LOCATION Q V911111 Al 061UM$TV%. n1MCAL. if If 1111 11 UJI H 11 if H H 11 H 11 Ill] 11 Ill 111 1 Lill 11 LILL 11 .� �T._o.PUTt _ - _ _ _ v • Am— 11 LEVEL 3 GGLO WOOD STAN ArcWatrw wW later w LEVEL 2 00&JAPORAL uwtw lot uty �w+W -- ! - - _ --- 1191 front/ �v"W. SA6 1MS _ S"wic 1"hise" 94161-M _ _ Nbow (fM) N7-0� lri: (Mi) N7-m 000�---- L I I— REAR ELEVATION '��^ . INT C-!O WIT D-fl0 (OPP�ObfTE MA/M) PLATE _ _ _ _ -- - - - _-_- ---- - - - --- PLATE � t LEM 3 - - - LEVEL Quail H Elm Townhomes .5 ff Ic LEVEL ? nn ll! Tj�1rd. Oreton _ - - — -- _ LEVEL for W Bmwirioltone Home% LW f-•- DKAII'M 180118: MIL. END ELEVATION END ELEVATION [L W MXDM f EA'fIT 'NTTAL wM9 VIS•.i'-Ip' 1/R'•i'-ID• Q 3. WR C-SLS WR A-6 _ WIT A-S _ _WIT A44 WR 0-60 T (0FFMITE MAW) (GP1100" two) - (OPPr�761TE NAND) (0PP106" MOO) - III —ATTIC VENT ! i LAP WING ?Xi WOOD TRM ! IX (TO Fff)TRM I I -?XW TRM IX4 TRM COLT. SWNGII.E ROGF � I I _ _ t7 IRL" U T - - W �O PLATE -__ - -' _ - -- - L�9inRG -_ - VINYL NAIL,-FLANGE WCVW ELEM 3 --" � - -` I — -- -` _ ?XA WCIOIO TRM --- -_ _ - —LAP 61DNCs O _ — PROJECT No. PAWL �- 98114.00 - - - - o o a r0 o L J s AW f,UARDRAIL gyp / DRAWING TITLE LM 610Rdfs _ U 0 = ELEVATIONS ,�U - - - --- BUILDING A DS OS pS 1 TII9EAf�STE STAIR SCALE: vs•r-e SHEET No. o FRONT ELEVATION BUl I� TY A UL . LD PE � I�•.I'-� o A30o 15 BUILDINGS 2owlNoma WT,.;, -0111r.rr,r, 1601 90 ..__ / • � � ✓ .. .. ;.,.. i . ._.-wr.,q..Y.. u7 ....,_.,. —_. ....-....r.-.. ._ .._.. -... --....v w.-......YN�� .�+ "-•++TTN'. _."�^•�'1,� '.� �:rr. ` . w • 4 • a�41111 11111(1 1111111 „ 111111. 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PLANS l MCAM MAW PETALS AN IMMTITIVE.DETAL - -- - - �y- - - - 1— - CALLOLRS AND NOTES SHALL IN C040 M TYPW-AL 1 I ' Foot ALL SMLAR COOT**AT OTHER{IM & WIIIII + I CONTRACTOR WALL PRONDE 1M ALL SMILAR I I C NDff *AS P DETAILED N N.L. ?A• ' 2.UK GWUTS AMP-AMI"',s�IT I'LANI� Ir I ' I L SEE LEETS AIIJ&-AWA hk E DMIQrIETArt IECTLo� 1 I I 4.EEE ChiL AND STMIGIUM DRAW"PCX VEAT" I �LILONoI STEL► , , I _ a _ 1 06 1 I I GGLO f II I W � � ° °° UNIT D_Sg UNIT A-5 I UNIT A-$ UNIT A-N UNIT _56r 4 ► (Otr HAND) (OF"HMD) (OPP HAND) (OPP H/MD) 1191 o.o.Iro AV"" "U 100 a..w,. �.rtyt.� wtot-toes r--- Pb ns (M) 467-iEEe !ate (M) 407-MV r--- 1 ---t 1 I •----i 1 1 1 't ` 1 1 I , 2,, WIi w4 { o4 I o I I I I r I I r I I FLAN: LEvEL 2 BUILDING= TYPE A2 I/M!t••I�-o• BU I L D I NGS I Quail Hollow Townhomes I rA 24- E3 I LJJ Tigard, Oregon I I I } fW L1J Brole'ndave domes. 0—AT Isom- DAMc* lips • 1 I I I At VOL MM n i pb B A.DNG ROM SUMITTAL A/4JSE 11 tl 11 a� - - - -- -� 11 n D-SE A-S UNIT A-S I UNIT A-N I NIT G-5 ' I UNIT D S U I ,� - 1 I _.� --T1 (OPP HAND) I - (C>rP HAND) (OPP HAND) „ (BPP HAf�) 1 11 ,� • ` I 11 tt^► I ' % 1 I - W M151W. onto I 0I I I I I I I I I I I L 7 I I I tt,• � I I I I f I I I I I I I I I I I I I L---------- ------ PROJECT No. 1 98114.00 I I DRAI .NGTIN TIE I I PLAN: • — 1 ' 1 BUILDING TYPE A2 1 I I 1 1 1 I ; 1 1 1 1 1 1 1 1 I II I LEVELS 1 & 2 U SCALE: +,r•.r.e• I I I 1 ' _ O SHEET No. !J._ I , ' 15U!L D I NICs TYPE A2 I---' 0�PLAN: LEVEL 1 0 31 . 10 1/S•.r-o• E3U I L[�I NGS I °�."�, No" Z 17 of so it 17 L.� y 14 12 1 4 16 , 4 , IM11111111111.11 11 111111 Lllllli W11111111.141. 111 (1(1111 Ilii(il II` "' (lillll Illllif 1111111 III I i I I Ilil ! (Illli� 1111111 IIIISIIIIIIIII 1111111 1111111 11111(1 ii M, 1111 111111 11111111 1111111 I I 1 I 111 i 1 I 11 rlrlr,� NIIN, NM 11 0 qtr N II��1t1111111lg1y111Ai�1 � H w / , • r.we .y._- w aexavaeemwmr10W WAWA ,.we ,,, •,. w.•w.:.-rrw.-e•+eeF.P'+raR-,TS•4u.. .. - .. r..,++w.+.wi++r: som...,, ,,,. sK,`ms. . ,n...r..u. s,.+:.winu+re,t,yr. e+4Y.sw _-.._._ ..swsmw....:a4.wrf••. . •. :... a .. kx...:pja.r.,, ;: .. .;.. .v! ..,. .. ... •.nr..:.. ,. ^ fw+rnw'.n.., -. .r rv., r.u,w.. ,vw*_„ -fu...�Nrpyn,,.. r. • .a„ .. ��` � ww-Pih,. x,,q. ,7M'•'.{•,^Y" :._.;: r.4glM�i�r::: dt•. bK .,r. ,.• . :,. .. ,- ,.. .-. : ..,, : :,; e,< , a=, a a=- :r.v n r . ' 3A. •Dula•' 1n�;'y ... , •.,:.'. ,.:aq. ,_..k».r..r.,..._:......,. ;'a,r_ ..... ..:-_ .:,_.a. -._.. .,r.. ..c._., -r.. • ,.. f "..,F,. _...Ss _...i^. ,.. ..,..,.. .. d.. . � _,.�i CW!". .S. +"«;tt- # . .irr. . ;� + `' .." � {{ '�` ';i ��:� , `+ �„' �Sy*£iY�, ;yrk-,x '6"1 "SR�e •,.w �; vyC+- µ ..k ,,.1Ldf"fl' ;., t .� '8q '_..�ti'+R<.'3V �".,•- ' '$' a ,-..:. 3 •p'-'r c ,� �� w# ,� `�'.; "C'''�;� `��N}` � �;"3'p��",�ldn�a CGA 4lCIY1M111R6i N� NOW V O*a ems. Md v M mp wohoul paniMm WJOv Idloat do Sfdf. NFLAN�/ 1. SlWJM MANY DETAIL$AI! Rh.PETITIVE,DETAIL I# CALLOAS AND MOMS SHALL K OMMIGD TYPICAL # FCIR ALL 6MILAR CGNI9iD"AT OTWR WI76. 1 1 ' :ANTRACTOR SHALL MIDA E FOR ALL *"LAM CONDIT04 A6 IF DETAILED N FILL. I 1 ?.SEE SHEET$A20.110•A20!1 FOR{NT PLAIib. 1 14' INT D•$ {SMT A•6 63rIT A•>3 MY A-N 11ET C•3 3.SEE SHEET$A1r.10•A1p.N FOR& LDNG16TAS6R SECTk'RM. Imo) ( MR HAIM)1 (OI�N0�1-TE iflMeri) I&PPOWE WAND) 4.IEE CIVIL AWD 6TOWTURAL DRA OM FOR VERTICAL DOW06ft DOG STEP& WWW JAM I R AT G AMAOLE�A*F'�HOOF T7'1! I TO$ATTER AT OVERHANG,TY R Do ------- 71- 06 UWE •06 1 1 1 1 1 D6 CALC�A11 � � �1 �I i ❑ ,i , , Y, i 1 1 1 I I 1 ,1 , I �� Pllp�(SQ 6l) , ,1 ,I I I 11 II GGLO u 1; ,_ D bw� b+a 6�Rt ; A ISG TOT/ll. TOTAL TOTAL �lKr l Ir N� 1 ❑ I 1 �-- ---� I( , . ... I �'.� A`a,®► d , I 1, I AA1rp TYr! f 6fi FTJ liti �l1AK6' JACIC�' LGitl 6A01.! �IK•166' RQQIE IE0�1 F1111011111,10-0 ----------- sQ _'iF 1 -------- - -: '�'!�D !d'l�r. ___=_ _ rr -_______- 1 I R _of 0111111111110 Anum� --�---_- -- ---- V!/�0 A•N 130 346 134 N O 1!i O M6 316 I 1-- _-� 1 __� I t r, c_ _� I 1 I 1 ------, 1 r I 1 I 11 1 1 V3Sb A-6 134 3f? Ir441 44 '•'>rb O N O II► 301 nft�m 1 _� , r-- � 5, �I� 1� , � V3>m � _ 'UiA 346 634 h RD O ft O I'!fi 176 Ir III I rm J" 06 41 m w 6 f !Ih in IL--- - I L----- -----j I------ ,._�1T SRT. YI:P -_ - J n-----------J I-•------- ---J' ti----__-----I ----- ----,1 ,r----- TA u---�r------� r-- ---- ,r--�r------� r- ,r - ,r --- ----- -- u---��-------\ r-------I---v r-� UR0 G•41 '134 1614 E3 n 163 w w O 6A r-1 1 , I r--1 I, I r-1 I, 1 1 I 6+1 w G-6 134 W4 13O 4 3D'1 w O 60 � � 11 I 1 I I I ' L_J ,i__J 1 III L_J rL_ J 1 i L-J r-==J: I 1 L_ r`=_ J I I __J ' - J �, 1, V!N p-rt'1 Vf! 346 im 41 Irl O %1 O � � .O U 11 1 1 11 1 1 11 I 11 1 I 1j lJ r ~` 130 346 130 4$ r1 �1 ❑ Q� O ; ❑ [�' ❑ I ❑ Q ❑ ; R1D�aE ❑ ❑ ❑ I I❑ ; •3A 6 6a Ill PER LF. ••46 6a 111 EACH »•Ii► Sa K PER LY. +�'► �,.•- j ova - L PROVIDE DRAFT STOP N 41 ON EACH PARTY WILL oELOrI TYP.PER IA3C SECTION 1q3. _ \ - SEE DETAIL S.SHEET ASOGQ. I SEE 6TI11C%wt& DRMw�6 FOR PKAVG "TWO PI LI& A AT AP".PIWVDE OI'WIG N MW SHEATFlG lQIAL TO.OR ATlR THAM OPDlleb �L--- --- 1 L-- 6 I r- — 1 TYT. I I 1 11 5�1E VEMsI 1 A �Er WT FLEE AMA FAGTM 1K I I 1 1 111 I 1 , I 1 1 1 I 5•D6 ' II II 1 1 l i it I I 11 1 1 11 I 1 1 I I I I 1 L----J L _-- ---L�--__L_-_--J _1---lJL-- J% 31a Do I I 1 v ff I � e I , , I I I I I I PLAN: ROOF BUILDING TYPE A2 Qua11 Townhomes I 1 I I I I � I I w sw I I I Lu — ----------- -------- --------- _ --_ .----- , --------- 0 � oe w I 1w 111wII ^w♦ 11 1ww I / 1 � _• 1 I r 1 W I I � I rn i I A7 r SW - NIT A-5 I --J UNIT A-5 1 - UNIT A-N I UNIT G-55 L-- UNIT D 5 U (oPP wwD) (aPr Hr+D) (CPP WIND) 1 (OPP HAW) ' U PLAN: 1 , , Buff 1 a LUM 3 Off 1 I I I sem. I I I O s� PLAN: LEVEL' 3 BUILDING TYPE A2 �-- �••I'.�' I MON 1 Mftw Khat akl"HWW Q A31oll BUILDING MT, Z 1t of .o IL .r .. 11a�Iwt . , • n•r1.oM.r ' F . 10 . 111111111 °,. 111411 li IIII Ili! IIIIII� (!IEEE! I II • . . ,, I'I�III ll - +Illi l.l�lll� 111111111 111111) Illlt:i� ,, .y ;llli�ll Illilli 1111111 Ilillll (IIII►I 1111111 1111111 ..I..II (IIII II , Al i 1 � � IHlm� lirrinn nhf Ii , � u�1 611 unl .• .. .- -- - „_. .-- t .. _ , :.,, ' .,,,,,.,nr„<....... ..reu._ey...wP• ..arsr-^•--'m •+r.rea^ .,:^sn ..,.. . : • -+.,•ps.. ... Fv' .fp./.It.4rM..6 .w.i4MWIF.w..raCA•MN.+ '1RT m 48 *yl/ >.•+ .vRt'- 4.7fiNhM'fYMM.►.SRR/T.r..M !'► wt1+wR96:!^'...ar rwYYYC.. n1 /^•' .+^A!V- Cf-.. LL:YbVlMfr.'mss.^fYsti•. M .:•'—_—•�_ "aMr..ut�IIF_•'hl�ifr`.'a.Fw.r:'�I�•�M•w.�ao�-..A!'.. h r �.f..�yFA't Aty" �3ti • i Ir M ray ri1MN PwnYiia. 0 111111 .l *94 it ss'XW• NOTES- ELEVATIONS WIN CIOar Mr �nlr�►i 0W MW~ - ..-- SEM a ICMpon IWO) t ME Oft AND it WWRI L 0PA40W Rae LMAT"GR vele" OLeLOEIQi oTEPiM, TTPWJL i' Um 11 11E il 11 !_1 11 11 H ]I IT 11 1111 a IT A5 11 JI fl ITILAI Ti) 1111 11 P-P IF_fTT JIATT 0 r _ GG _ Y..o r .. tw NO. MIS�v I406x. of ca L A ELEVATION J REAR ELE ON - ueT o-ee MNr C40 raRrnAenE mm) IP i i AL 11LUU111111-M'LATE H 11119 A 111 1 A 11 RI1fE ► 3 LEVEL -� � __ UVIL IS it quail Hollow ' Townhomes kWA LEVEL_ LEVEL 2 LEVEL , LEvIL 1 W os os W iw�r Ne stout, Uc W_ END ELEVATION END ELEVATION (L W eru��rr,�wdr�rrrM, vrer.r-e• wer4v a wr ops Mt�►�► Ml� rrr n.N M C40 � (OPPOflE moo) yaw E wNor �I irpr lE~Y (0pr m moo) � a � JJL7 11 aR W NJ Sit i Ums r 94114A -- — o �� —" --$ ►mac ELEVATIONS BUl "GING A2 imp is 0* Wor-W doll � o FRONT ELEVATION ENIILDING TYKE AZ � war-p- A31 * 15 SUILDWs I �Ja� Model HOINAS AST1999403104111 Of Z 19 of .0 IN ,..:.- ,. .,. :�-w ,yam, 41, 14 16 II RIP l � �I ' aIIII I#IIIi1 � qI IAAII 1�1rI MhNO NI NlaIMIM NI!lEN� IIID �� µ ` �� 4 � �I�l�l� ILII NIh� dMN�1A R�NMIN �A�N�NM 1�IIM� II111lI il��f�! �Rl�I!! iIr!llt. IIIIliI I!!!!!! I(!!II! !II!!iI !II!!!! 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FIL ANS . dl J+ � 1 ip '�& l RCCA M MMY C91FAIL6 AN MIR ITITIvE,DETAIL ed1 '� f k kd F t i Rr ' * F {• , I I I I I t I CALLGUTe AND 1i0TE5 6NALL ME CQIblDEAED TYPICAL J It 1 t ' ! h a� 'i✓ ts'�t'� f ` -4 "s f-4 � MR ALL WI.AR COtIDITIC1*AT OMM WR81. C4141TRAC101t 9"L COI�DITOO ASDET�10I 1MJL . M'�.AR 14' 24* I.HE bilETO A30JO.A2ol11�OR WIT PLAIM F 9EE "ITS AVJP-AVA POP Ei1111.01104TAN 81CM* 4.M CIVIL AMO STI 11JI AL DRAMOM POR VM" I I ► 1 GOMIS 51M TTP AT 1 TYP AT VERT GTEP 1,h11T -a UNIT A-5 UNIT A-5 MIT A-N UNIT A-5 UNIT A-N UNIT D-58 [O W w�) (OPP MND) �orP MIND) ronP MIND) rOPP MMp) [oPP MIND) G G LO Ar+cMlarbin 4114 I.I+ rW DOOP 1191 88011111111 Alvaro. 91111k INS — &sulk loiiaom lM191-IZMO I I — I — I — I Fm IM) 07—Ws r -1 i — -� I I 1 I �-- - --I L Ji A L J L J L J a ' _ cdI I I I I DS r I � I I I I I r PLAN: LEVEL 2 BIUILDING TYPE C wor-F BUILDING 5 Quail Hollow Townhomes gor 74' 14' 24' I UJ Tiprd. 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F 1 FL I t E) ` 1 1 1 1--J — I - — 1 � I Ql L..J I - 1 �„/ PROJECT No. 98114.00 UNIT C-5 I UNIT B-5 I UNIT B-N I UNIT B-N - ( UNIT B-5 _ UNIT B-N - I UNIT B-5 _ I UNIT C-5 _ (0400M NAND) I L__ 1 L__ t._ I L__ I L_ 1 L__ I L _ DRAWING TITLE � M nt.wt v11MA.llw� /�� PIAN:N: [■ ' BUILDING TYPE a� ID6 DS O6 VY LEVEL 3 & ROOF I I I I I I I mica No. I I I I I I I U PLAN: LEVEL 3 BUILDING TYPE J � I/a•.l�.f�• a A35 . 1 1 BUILDING 3 IMS;O„40, ;°""' z 30 of 90 1 1pq w+Fled t :'C •1 e :AF F4 k1a�I,�'� 'YA^�7+'1i ..:,�F': . '��'119pffi}� _ •:C. .. .. . 1YYS"r'"P. 1 1 � . 1. l- .�.. .. ,: .... .. .. .. ..-. .. .' ♦ -.:..,.. .:. .. ,. .. 'aSdil l�AY� "' .-. -, .,:..,,._. . .- r ..., .. ',.'._r _ "`._ -.,_ -.. ,. .. .. ... ..- - - +1M r,rip�[r^,M1!>ro.,,rrar,:ryy . . k.'i•.:wv.'C ..n ..W-•e•+r�. ..,.pm r,,.::�. u.p,.rs ,:r.,u.n .aucsre�... - s •. .. ��,... . ,.:...'.:;' _ ,,www.. .. -_,....,L"5`.3;_. w..;:-•w,:r�..r•wwo►,...:(. I� '�'x � _ Ei 10 12 14 t I� . . I.,,! 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TOTAL L dECAfN MMY D•dTAL6 ARE REPETITIVE,DETAIL i; RAW MrT TYPE rfa•PTJ [6[i Nr EAVE6• JAGk&— LAI CAKE JACK11- RW« � PRoVtoto cALLAITB AtJD PIDTEb 6NALL SE GGN61DEIiED TYPICAL r cALC� AREA NEauMEo tOTAL TOTAL VEK►fWli I► ' x r FOR ALL 11 I LAR COPpIT04 AT OTWN 1i moll PW A-W %WW f4i w Al MI; 0 IM IMI ESE CONTRACTOR 8"L P111KNIDE FOR ALL SP ILAR U361ID A.6 134 116 41 t!0 0 46 e M 611 COI�i1SANd AS P DETAILED W RLL. e VIaO I� 1!4 4E o IEi a IM I7S ?.WE dlif IETb A10.i0•A?On PGR MILT PLAN. "m 5-6 1* Mii 4i Ma 501 0 e W la i*_ft CIA W leo a o is 501 111 0 W* 16 &SU "ITS AWWAVA POR QVILDN"TAIIt MGT" Udo C•6 U4 liN N3 0 Is 501 1E e � i Vloe D•P1 _ 'Tb0 I4r tai 41 01 0 r+� a ft W 4.EEE CWL AND 6TOWTURAL 044100 POR VOUCAL vW 0.6 15t� 30 Of41 In a I5i 0 46 R LDWS STIR — •)^ $CL k OW Lf. ••41 ft k EACH •••Ir ba M+1 PER Lt. 111WI a L FW VID! DRAFT WOP IN L54 rMTN EACH PARTY,MLI WAR TYP.PER 1MDC OCTION VU 6EE DETAIL R"BY AMA. 2. HE GTM CWPAL DRAM166 FOR FRAMNS A'ID TRW PNOPUA 3. AT OVEII W"D Al".PROV= OPE 1111 N IaQ�ATt011Qi ROWAL TO,OR G NATER TNAI+L OP WWA PRO'110=0•SO�IT66AKE K11T1�, 4. GNU, NET FREE AMA PACTOR# 160 1 5•D�IIC�LI!lfil•I�DOFCALCtJdA ?4' ?4' �� G G LO I I I dp INT D-N MrT EI"6 __ MY !Jf-N MItT C•N Ambitei mWI I MV !India/ wi ~ . I I rn•, ?4' T1' ?4' Se�LUe" 7M aVAl1i1-!� ova vow.TYP! D004FW PWM dU"M iA@LL41P iRW Too 1 rho..: (!M) Orr-irtob TO AT OVERMAfbr`TYir: I ' C* fox: (US) 487-4W r- - --------- --------- -- ___-_�-_- 1 ------ ❑ ' W �; '� QTY O4 - ------------------------ 06I ----- -------- - � T� \ , -• , 1 big 5,Q `1I� I, 4 1 1 1 1 5? J AT v!R'1�. �� - 1 1 i C: i 1 1, i STEP --------'---.n --- - ---- I I :1 r-1 I I r-9 I I ,1 r-1 T 20 11 f rl 1 1 II I II Y I l 11 r--1 I ' ;- IID 1^, i_ ,r--- V It , , II 1 1 I I1 � Cl yl ❑ 1 I L_J I I DOGE ❑ � I 1 1 11 I I I 11 11 `_J I o S I CA E) I / dL===� _i 1__ ===JS S ` __ �c==J� 5' I `=- c====t 5' TYPO. I I I P• I I I ✓/ to Wfp -- -- --J NIT -N ( UNIT -5 -- L111N.1 i B-N! -- I UNIT C-N i n i i i I n (OPP.PIMD) ! 1 I L`_-7 L�.S Cm C��=_ �Q �Q ..-_ _ -. -___.7___L._l___1:1L]___ pb -- - ub --- -- D61 ---- pi �- -� DouMePlaR,rn.0.2 ----- Dd _ D6,Tyr. TYvvW Quail Hollow MAN: ROOF ESU I L D I NCS TYPE K PLAN: L E vE L 3 BUILDING TYPE K Townhom. es '"'''•r.r BUILDING 9 'r.o• BU I L D INCA 9 1 LU mead. or o® } to 24s 24v 4@ 244 24o W RroTn nom Hone. LII OEM-- ]i. .. 1 ------------- ' 1 11RATr11�1G i88m- am Ob D6 LD6 D6 ' 0 6 �. ----- ----------- VAGI G MOW&AN"AL i/4/'! cl I UNIT D-N UNIT 13-5 UNIT B-N UNIT C-N f TYP• UNIT D-N I UNIT E3-S ' + UNIT B-N ' I UNIT C-N I ( � n ds I oil 1 1 1 I 1 r----- �- r----� I r -----. I ! TY --+ 116--1 --- f l J A I I _— - I EEh8i0N8: um 1 1 1 f • I 1 I t =_------ __ ------- + .,`) ------- - ------ -------- ------- I I I + 1 TyP! I ! I I I C'•rn'• orti vi - De, PROJECT No. _ +- 08114.00 MAIM InnE I v I I I I 1-- 1 PLANS. BUILDING TYPE K III III SCALE- wer-r► I I I I I I I I I I I + + SHEET NO. U_ PLAN: LEVEL Z BUILDING TYPE K PLAN: LEVEL I BUILDING TYPE K � •.I•. o A36 * 10 BUILDING 9 1° ® BUILDING 9 z QuM Hollow Vhd Moll • M!<T1fM.00�fd•OM01 Now • MIIIIi • 6 10 17 1a 16 I I I [Hill I •: .If � .•_� t 1111 1 IIIII U III ISI II (111111 1111111 1 nllt 1 11111 ' nils 1 l�;��1�!I la Illllllmllllilllllllf�Irlrll7illnd +� �; " r f ,I, �;,,: ., !, �1111�1rr 1 �-;. �11111111111t�111 � � ` � � �` �"1 �r • .'• t bII11mIb111tlmb� �nn1�ImlbDllrmbllllu1111Tllluull lulllllllulhllllul �� , 22 ��'' ��`` IUI �� t,11111111111111�I�IIIIII!1111i1I1111h1illllhll�lllllhill 1 _ ♦ 'S tYt"rnfr wane....,x. w..•a.gw - .•ye M t. ..., t^ :.,+i. .. ,.. .. l k .1� •��• a .. ...u>.+.. ,s. ....._un+aCi ..._.. x7EC,. .CnsrJY\ficew:. ...•.._ ..w.w.. .. ,w *..L1r .."""' 'n.f1Mt _ I y . `_WY" ..�•l'T1>_' 1l•.i.Q-:• .11 '•.Ilw..fYw. •. .. .3rLw' . .y_ ...yam � MN'•k♦1 ...F.a ipir ,..^�w[.Y11M ...V-.. ..... ._ �,. * ..,,.. .ea ._ .. ». ... .. a ..p•.:.,..., ,...�..,s-.,r�qe"ve�•ri - ._ -_r,.11A.,•.,1h,.,,:v.wwc•w s.•».w i'•+ ►,uo •-M.r..a:. `yi: S �Ii1A �lAY1E{11� B11filOR N�GN. W rob NK to M f4p*&"1 T"j,"t, PWNAWM. OrI&W shat 11car. {EMT C-N WIT ISM _ {EMT a0 r_ _ WIT D-N NOTE - E L=VATI,CJ5 (i (C71'1'�O61TE NAIL) � — ' L SEE CIVIL AND 6TIMICMAL DRAG M I [I till Ll Lf 11 SOI!LOCATION OF VERTICAL MKOM$1E1%. T,rPtcAL. � �,�■�■�I it I MT it I -- — J — _ ----- ---- LEVEL 3 LEVEL a Archit,ocim OW Iottr_w bop umiwd ubmuty CMPGRT - _ - — 1101 E.00d Amse. 11444 100 LEVEL I_� $settle. WrMl�hta 90101-M P'boor. (06) 467-SM Fax: (MI) 447-�IsZ7 DA _ - . Db. ,�•tom 4 r� PEAR ELEVATION •.) or imul WIT C-N WIT D-N ) (OPPC)81TE NAND) PLATE PLATE --- ___ Quail Hollow -- __ \ _ LEVEL 3 Townhomes LEVEL I LEVEL 7 _ --�. --yz-- - ----__ n� ---- -- --- — ----------- _— .--.—_ - �--- _ w _ Tlgdrd. Oreson > for Brownstone Homes. ILC LEVEL I IL LEVEL I -- -- --- - -- D;e D.S. 1— t>milyc 1$StieB: 1Mfi NELEVATION END E L E VAT I ON MmDIM5 PEOW �NTTAL Nw END - - 148910.0' 0 �}'a l'•�• WIT D-N WIT d•6 _— WIT Et•N tENIT C-N L M (OPPOlIITE NAWD) O 1111 H I I ~ A LU - ate: - -- L T.O.PLA,T4 1 � . PROJECT No. LEVEL ♦-- 98114.00 - ULE .3� f � DRAWING TITLE ELEVATIONS BUILDING K l ' — 73 0 LEVEL ? L7 - P,U _ o - - — --� ---� �. LIU SCALE: wer-®' - I = - LJ SHELT No. Db _ _ O Db. LEYEL I LL. JA' Db. 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Y.IhJ-^>ihlK law' pM.. .. .; watra',•...u.n..- ..-,,.'.la'..n u-.!W +:Mr-e` ... -Y...•_.wr•n.1wZ'.. walT'•...a. - WiYe-+1.ol.+wi..-. .s:`a".9^u/z,'YCa...+ lrww:..,.•+rwaein_sraerl...r:a..Y...::i.i.+•..r:a'+ll.�+T•aa.MR.i. ,n is -Lpf.•.•^"I'1�" • - f I �yt yi. 'a ^t_ i'�1p 7111r S ail�N SON. Y � y Nrwi.T Nd,y M r'sprefted wbo* --g., M Crood iMl it mCdC. .WTE6-BLDG. FLANS L GCA W MANY DETAIL.lti AN IMPETMA,09TAL CALLCM!AND NDM&OLL eL C.4NWW0 MR" PM ALL Mf' LM COVIT00 AT OT R tM& 14' 24' I 2 46 I CAt�RACTGO$HALL FROWIM FM ALL WILL I X44-I' COMM A&IF MAILED IN 11IE.L. a/'.,o► L Iii'-a MO'-O' ?�'-I' ?I'-o' - 3'-o• — IL M "ITS A?@J A3&Jl PM MPL IT AN& —T "M AWWA10A PM "C" M I I C+6 I 4,MCVL AND MT�ICRO& ORAM�101&1108 VERTICAL. I ! MMDNM&1tPr► _.. _ ..._-- 1 ----------- IL ------------ ------------ ------------ GGLO 1 1 1 I 1 I 1 Um" I 1 r 1 r I ' ' _ -- -•------------ I -- -- ------ - I - ------ $mob. ASN.Nll PANIC W 4674M FT T ' IT � r_--- ' UNIT � `�' ___ UNI C-5 UN B- --_� B-60 .---j' UNIT B-N =_= UNIT B-5 UNIT B-5 __ I U I r - - - - -� -- - - - , - - - - - -� r - - -- - , �- - - - - -� 1 r - - - - -i I r '.� I � � I I � I I � I I � I , ,.�� •Ivy I I I I I I a ,♦ �� ' ( 1 ' ' -"_____ ' IL ------- I f ------- L—`----_J --_------ L_ — ` ' L_ J ID1,L J I I 1 i 1 1 1 I I I I I I 1 1 1 1 1 1 1 1 1 a PLAN: LEVEL I (SaJTH END) BUILDING TYPE L Hollow BUILD!NGQuail Townhomes I I I I ?I' �24' I �74' ?a-a _ ?a-a ?a-a — ?a•a ?a-a ?o'-a W 'I gmd. orem > f� --- ------------ 1 ----- ____-. -------_---- ------------ - W Brownstone Homm ILC -- ------------- ' Mm W 1 I �O�PEA'wT Mb7TTAL I TYP ; ' AT VERT Q 1 1 I r � I Idy o jy IUNIT 5-5 ___� UNIT B-5 UNIT B-N UNIT B-5 UNIT B S UNIT C-5 _---' --- I --- ----1 ----1 Tyr. -- I r- - - - - , - - - - -� I � _ _ - - , r , I r- -� I r Ro �►�, I I I I I I I I I I I I I I I I 1 1 ' 1 1 ' �� I I I I L---------J L---------J � �---•---J' L---------J I L---------J I `------� � PROJ�'1' NO. I V 98114.00 I 1 DRA><INC TlTIE l i l PLAN: � I � � � I � � � I � � � I I I 1 1 1 • 1 ! ' ' ' ' ' ' ' ' ' BUILDING TYPE L ' 1 � ' ' 1 1 1 1 1 1 LEVEL 1 SHBBT No. PLAN: LEVEL I (NORTH ENDS BUILDING T�'F'E L I 1. . A37 * 10 •"•O' BUILDING 6 IwT,�o�1�ow,"0� .,_,_.-....._.�.�._w._.......�,...,�.rr.r+r.l_rw...,.r...._.....w .rr.n..�..,:.,.._..,...._.-.,.�.,.•.-...•.r..,...._..-..._....�,.�._. _.....v...�..»._.,..... -------_ ......I...._....�..q�..r.n..,,..x.X„...�I...a...,m...,... ,...,_.,.,«, ._,....,......,.,,....u.r..w...........�.l.r.�..�..n.,. ,.. __...nrrc w _..,�__ .,s....,� �i0..5�W..»..- �� - �.. .. _ + _ - _ y 10 I II III 1111111 II . I! I Illllil�lllllil 111111 IIII . � � �•�� I IIII II�III � I11L . 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I 1 I 1 I1iAR.10LyI IMAN �1111i1/I�i OWAft I a4 I I a4• � /IIKifNII�A+�.- I I S i I I oo — ---------- I I I I uW C-5 UNIT B-S UNIT B-5 UNIT B-N I UNIT B-5 UNIT B- $OA" M NMI N! i GGL 3 I --� r--- I Curl 00 r-- - M 1 Ik J1 I 1 , , I I I I xx Sam* vbW Am PAM r 1 1 I t►' / �� ' I �� %� ------- — ------- I '/t`� � ------ ( j i 1� � � • 1 a' a. � I I I I I I ( I I I I I I ( I I I I I I I I I PLAN: LEVEL 2 (SOUTH END) BUILDING TYPE L �'�r�' al HollowBUILDING &Pi Townhomes i I I I II i I I I I 749 I I 24' II �' I I li I I i I Room , i a oS nS oS � oe •ce �r�A�tt /rrm ILC ---------- --- - __ i-- �►� wow � uW I I � I ( 5-6 UNIT B-5 ( UNIT B-N I UNIT Bas UNIT 5-5 - I I UNIT C 5 I ( TYP M TYP. I I AT VERT. STEP ' ' I forI I I I I I I _ 1 M I ------00 i �i I I TYP I 1 I AT VERT. STEP ,Oi A I DS a I i _......��( I I 08114.00 ; I I I I I • I) ' RiiiING TYPE L I � I z+ I I W@r4r I I + 1 I PLAN: LE'�EL Z CNC?I�TN END) BUIL®INCA TYFE L BUILDING ro A37* I I - � M 7PI low ,t , r • IIS. f • Noll! 1011 11 IIIII lf,lllil IIIIIJ 41,1, IIILIII III�IIi IIS ; • n Y IIiIrII IIIIIII IIIIIII IIIIIII IIIIIIIIIIIIIII IIIIIII IIIIIII IIIIIIIiIIIIIIi IIIIII III II II (IIIiIiIIII( III II�IIIi II ti a Ad ' "•' I II I I IIli �IIIIIII r i • i � � . ,, •.:. � ��+ Ii�ilnnh�ihudi�fli n unlf�iuuliTfil�m �mli�innl riul� i nl�iiuuh�luuleui ��i'iu g."�, uc:.w".slQs�'.+.,.'...,.er.v�••w�r...n.e. ,.u, —...x;':.u.c;x-ti .k'+ ApisaM•#M�cs. ..�/ � 1 � ...r..n.wrr.. 'w A•a.w+r�O'rsrefi•M`acwt9Mcat�.�Y.iz.w.. �Iua «. �j �, , ..o�...r a l .,.• -�'„ ..., '�*•w +.+IIW�MY+r�•`'�''+ f+Y�dM►'++eI�iY1rY�:.., . _,., ... .. ,. , s..�.>.. ... ,�It� .• ...�+�wr�'w111U-.• ,....•'.+w...r.+.w-�u..:.. .m•r=+trrwr�l�r' -+ .r.,n•.e/�rmaw>vr� M•e N• 9cW ACClf1111u11! ! MMI►M IIM Ar 1lwewi, MK 1. be III viIMt Mr w pros" absN abs sfxW. NOTES-BL". PLANS L MWAIMlE MiWY MALS ARE REPETITtit,VITAL 1 CALLIM6 AMD t4vM a'IALL ft 0040 RED TYPICAL I 1 I 1 I 1 PM ALL WILAR GANDiTIM AT O11bER AMTS. ( ( ( I I ( COf11RACTOR 64ALL FMVIDE FOR ALL WILAR c,�wITIONb AS i MALED IN IJ.L- 1 24' I I 21' I 1 24' 1 I ( ( t.IIE S>=TS A20JO-ASOJ1"LUT PLAIw k I M"M AVJ0-AIOA PM MKOW ATAIR MY** * I I I 1 I 1 I ( I I ( ( `INDIA i?�M DRAMiQ15 fOlt vER'fICAL 05 06 Do 08 D6 �,-__------ I---------- --------- _ ------- -- --------- ---------- Love _ --- 1 `'i I T - - - it / 11 GGLO N Fj tr am into ftip uwtw usumtj 1 I I 1 I I 1191 $mud A"eve. bAw SMO I W W I W 1 1 I W HE I (M' 4v�F- — I I E r-� r-� r-� r-� hm `�� 07-M 1 I 1 L1..J 1 1 ( 1 lo E) LA L-J L-J I --J UNIT C-5 , UNIT B-5 �-- UNIT B-5 -- , B_N L-- UNIT -5 (, UNIT B_N -- I MFM bITE �fsAtlp) M.Tyr. f D0 O6' o r II I I 1 1 1 1 ( ! I I I I 1 1 I I I I I Q D Ra I I I I 1 I PLAN: LEVEL 3 (SOUTH END) BUILDINGS TYPE L . , . -- quail Hollow BUILDING= 6 Townhomes I I I I I I :4' I I 24' I 1 24' I I I LTIS&W. Oregon I I I i i I } for W srowndo®e Homm 119 I Do DS 106 --------- - -----_-_- 05 WGo1MC a Tyr. W SAVING PERM SIMM"AL 6/40% Ty I a r rwI J 1 I 1 I - I , 10 r--v r-� r-� r-� ♦. I 1 1 I 1 1 ( � I 1 I I 1 I ( - 16 I I ® 1 1 ® 1 I ® 1 1 L_J L_J L_.1 L_J +.. I I I 1 I F-1 1 1 I , Tyr. 1 M m. W I AT DAMf UNIT 5-5 UNIT 13-6 UNIT B N UNIT B-5 UNIT B 5 , UNIT C-6 "Cal ( I I ( PROJECT No. 98114.00 I DRAWING TITLE/ I 1 I I I I PLAN: ' BUILDING TYPE L ( ( I I ( ( LEVEL 3 I I I I I I U SCALE: war-r I I I I I oc SHEET No. PLAN: LEVEL 3 (NORTH END) BUILDiWx TYPE L UL oA37 * - BUIL01Wx 6 �1"WWOW"it�awl.. 12Z USTIM!•A3984X401 3601 e0 I (IPI . . t n 10 17 14 16 141111 1111111 1 11111 1111 VIII 11�11. 1011,11111111-11111111111111-0.1. 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MIM 10 M I)M, W /IIfm1.1iM. 40*lyd &04 ttll� �>�• V@1TMif GALQA,ATIQM VINTM w1►IlrrG'IIIOrIORDdry NOTES-OLM. ftAN5 ATTIC �� t IItKAM►Mlrlr v!1'Aaf At! 10lltmwe.DtTAR CAM AMA FACO D CALLOM A1101110 10 SMLL M C0I41091M TYPICAL RATID WT T1'FiE !fa FT,1 (ba ML! RAVI* ION IM ALL IMAX CCIIr OWS A10"11lR MM vW A44 1fp ilea t w BAR 001NLl mvv"Pm iLL WI LAR UW _A-f 134 3f0 W6 a Cpf711II AP IF MAS M IwLL. V3AN N-W Vp 3ia t!y y • x M"M ANA06AMM 000 IMi R/NL W" d-f 13f 31! tlri k" Nd0 C-M '13A 1pU 13 !i1'i L �fMwr F� O�iMiA 1lCTI M Udo C•f '131 •W q fIl � y" D-M VO 31a IM A•M C?YL��AL OAAI�b�blKiIGAL Sam •3A6 fa k IM Lf. •IW Ila K .MINI K vim D-6 I Vol 3017 t* 4m Dolor NarEa ' L PROVIDE DRAFT POP IN LMR IUTFI EACW I*MUY W11LL M&M TW.IU IAC ANNA VM M DETAIL f.BEET AMA?. ?. HE S K'.UM DRAMA FOR FRAi*Z AND TRW PIPILEL 3. AT OVWRAi'ED Af".FROMOE OF 040 Mf AOQ"ATIM 59M 50.Oft 409A�t M^ FIIOVIDED 0 GORRTMAOLE VOM A 6AOLE, NET N!E AMA FACTOR• M% Gr�� I,O "OAS*" w mu 304pl p i D H&I i�i�d 11Mws. 3tr/t Im ?A' 1 I 34 r jW 1 66161-ODM UMT C-f MMT b-f 1 IIiT b-f "T e ' thin Ips MIIwI IHi naw•(NO W-M ROM AAM TYP. copmMONM Ar 41111MLEAW 009P 10 G~AT ObSM*M I1 f ,y "11P, s [f �/I 1• of of a► a .�-- -' ---_-- -------- I ---�-_ 1 -------- --- --C_-- 1 ------ I �.J - - - ----- - ��r�. ---- -` -- ILis -- d t r X11 a 11 ij Ii � � � 1 li � x � I 01 ❑ " 'i � � �p u ii II If ❑ ❑ �1 0 YI 0 +� �r ® `• �+ a. •. .ty all? Fra bta %2 bra Stu ; ira i►rlt n !� !�f Iii�Alf drier .� ;' --i ; i �_ --� i i-- --�► i �� Y /�••-� +moi IrF� �/► �� /J -------- - -- I -- - I --_-_-- I ------ 1 ----- ..- r - ♦ II � it - --t) - - -,1 j- tM d Yp � t Ypf- 1 til " i� 5 I r S I � 1 1 I II III II I Id ISI , Mtfrj I L --- ' .L-- -------J -- --------- IL -====_J L--- --- --" IL_ ___ r, GGIA ANCRUICTM ! 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ONO= ONO 10 apow i ■ ■ __� -- NO : � ■ :. Itllll')I�L 1111 111111 Illl.�llr., MONO" III1111111111111111111 .. IIlI (lllfll IIIIIII - = IlillliLllIIIllilllll = 1111l11I1llillilllill — _ Nam - NAM -�-�- •1 . - =---I _. — all IIII IItIINllll �l _ ----.—.---- , -_,—� , �----- . .rte.•r _■■_• �.. 1 �. ..,r _ . IIII! _ ---- ; - — _ MOO - San MONO tn : ' . 1 11 1 f r r 1 , - - a . r. . h � � r r �,. i0 ' GGIA11lL7UMN k 1M1 DNfiGA. SII riots rgeawli. MN to N r.,rgoW vlaiorl rsAslsllioll. Orwlwi deet Mst •str• NOTES-13LD(S. PLANS o im ,>,:4 M WV=D(IQ�u L MCAIRE MAW DETALS ANE RE!'ETIT",OETAL �� CALLMO AND NOTES 64&L K CONS M ED TYPICAL ARA► 111a� TMA L TOTAL vQ1fwG POR ALL OMAN CONIMIO*AT OTWX WITS. im COIITRAGTOR WALL 1'IIC�VNJL POR ALL WILM �, w �' �" COIR 104 AS P DETAILED W PLL. I►�o AM a +w i'1� M 54 41 !� O � 6 O II► Sul M6 41 10 0 46 301 ?.IEE wlbeETS A�1®-A70J1 POR LENT PLME vW R.S pK 41 Mw !10'1 O O M'i 10 IAiO C•li �y4 rN O Q — --- 1!9'1 � O M Vol !�•IEE IIN;ETS AIe.M-AIOJ PDX 4ADNGiISTAR IECTIAN Me C-S 134 IT O M 'W 1N O iw Tr 4,IEE MOIL Aro STAtCMAL OWAM Mb POR VERTICAL 130 as 4s M O rA O IIr MUM STEPS. -P tw 4SM e IIr • •� spa. K PER LP. -4 w%k EAu+ -�r Ga K W L_� , L FFOAX O14PT STOP N Lb*M W EACs PAIM MILL M LOK TIT.Flit IeC IEC" IOMI. 80 DETAIL A OT Awl/K ?. ME STAtGT1AA1. 0111M �POR PRIMA AND TAM PlI A AT OVER#RNMO avid Pogw=O nwo N ROOF*aATINNG EOu& TO.ON GREATER TW^OPQ0" Pt1OOMEp .40lFITGALM L,E vett!► 4. dllt" ItT PIES MMA!ACTOR• � 5•DMKrI l�1•It">COCALCiJ(?A I 24. 1 J4. 1 I • G G LO • DI.OG.a •OLDGI.I ' I ( umi�ts�compo► IMI C•IM ItMNT A•S WIT A•S TINT A-N MM1 C-ND � ��Dlw'a i � •EL.Ora I ' 1191 SroOii tNlte�ell. aN• IND I i"bMw (M) 447-90 ooMldeP� Xff� I ram (M) 447'-+Msr ` AT C-LO wk's TO I TYI! I G�IttTE'4R GMDL Tl''! ' � ' . 1 CIAM R AT OVEN 4MI TYP. I Db OS °° - - - - -- --- ------ �._____ - °°------ --_�--- --T -r ----- ----- --- r--� _-=-�_-, °b 0e ---•---- - -- ------ -- _- --------- - . �------ I --------� — De h�'•�,'�,U A�� 1' ' - ' I !lY ,I I I 1 1 t M TYr �•.- ,;;a?j OtAINU R I , 1 td 1( I 11 I ❑ 1 1 �' T?}! AT VERT. I I; �I � � �� I � II I jl if 1� if I , jl II I 1 I � 1 II I I , U Q '1 , 1 �, �` It i ❑ U 1`iwa (t•iD Ij , , St `ta I) , ( „ II \ IF . '� , 11 1 1 wwli StQ 1 I ❑ 1 �->- �� , 1 -419 - �� '1 1 1 1 1• f 11 1 1 1 I .z. ,I�••�� —�• , i �,Q1 I 1 1 --------- I - ----- -- 1 11 1 ' r / ,/� �ATii1 � --- ' GJ---- ----- GJ---- ----- SFr -- ----- --- r ♦ <J ` ♦ L_ _._:y �' _ , L-if ribL =7 t I 1 t c, r :- --, I ! I �J ~ .l ' r-- u r-- AT VERT I DRAFT I t , , I I HER i s 111 ' � ---- - JI 'ti- ---------J L. _ __ _ -11 IL--- '�- -- ------ - -� L----- R- - _ __---- L===-=- -_�-- - r----- - �r-=ter -- ---I r------�r _-" -i, r_, I _� --1 -� I `_ - - --- - - ,r--- - ----+r------ , f`-- - r-- '- --, 11 r- 1 ,, , , _ i� i r-i ii-- -1 i i-i i; ,I , ;i i i TYPAi 1 0 ( I 1 -111 t 1 1 1 11 1 i j 1 i LLJ L_ 1 1 1 1 It 11 if 1I tl t , t I 1 It 1 1 IL__ L_J II 1'- ,I L J t�==JJ 1 'I J '�==JJ I I L .J ti .-JJ , 1 l_J �. �� III L___lt 11 — 1 Ir 1 1 Ir I I Ir--- I I 1 I I U I I I ,,,, , , I! , t tl I 1 �'rfl•-t' ❑ T,R I e ❑ (''�1 I 1 ❑ ❑ ❑ ❑ ❑ Lj ❑ I tF� ti `�1 III mo 1I _� y _- ' ' ---� �i , I f I 1 II 1 I II 1 1 11 =� -J I Cl =__� ---J I LL _� f r_"--J� r ij 1 1 i Ili ,i i� I i i i I� 1 ' - ' - ' IT -N / 111 1 UNIT G-N UNIT A-5 UNIT A 5 UNIT A N UN G 'I (DPP MAW) (OA'Ilrro) !OMT NIMLT) I -- (DPP wMe1 I Oct IL_ L-- aD I IYP I I AT L, R t 1 , -� , I , 1 XInv 1 ( 1 1 11 11 I 11 I _ _ - _- - IL- _ ��- Q J tY--Z--_tJL- L _-Z---1JL`- 3t '-_'- _`7 C=7 L=�_ IA J L ,` `sQ `t - - -- J' i��t T1T • I ,I \--Von I Quail Hollow I I ' ' M 4 I r Townhomes, PLAN. Ful BUILDING TYPE M PLAN: LEVEL 2 BUILDING= TYPE M wer-w BUILDING S �'°•s1••O• BUILDING 8 I I w4r I 1 I OW W4r LU I 1 ' I I ll _.... T%S�• OwreroD } for I UJ ftwndone Holmes, LW . I I . i I . I =4 oc ?4 �4 u ' • OLOG•S • OLD&, ' loom c* • •error, I - i 1-- DROM soM PAIL i ___________ -___________, _�:___:�_ a f f � � IT.�o�r1:w1"MT M""AL t� I I 11 � 11 II Vol II 11 11 I TYP. I tYP. ii M ii TIT. 11 II ` AT VERT. M ' ' y AT� _ � - -� a UNIT A 5 UNIT A--5 UNIT A N UNIT G NMvp r 11 I 1 I 11 1 tepolT G•N - - o I - ll,,YY��,, I ( NMo) I (0"WAND) ( (OLP HMD) 1 � . � I ' UNIT A-N ♦- --- rw�wire) I (a�P wwlo� ( LQ21 __� UNIT A-S UNIT A-S I I I Ow*� I I LLJ -_- r --- _ r- -_ r-- ---, r-----, 1- --- UNIT G-NB 1 - L TYt! = n Y 6filA >;Rt`Q111CT11Ai � MIIOM. 111 qtr wL M V N rWedaakl vIt►wt pwnwAm• &WsW "t iM WzW. NOTES- ELEVATIO t wE 0114 AV SMUMM%Ong DW - INT CM-O INT A-i _INT A•M INT A-& IIC 01-0 _ ��OF%09" (01101110101ME O1M MA D) (QFIV WAND) — (020M it 1WD) (OPlDifTl: Moo) I I i 11111 ' H11111 11 11 IT 11 9 IT 11 11 IT ll !1 U 111111 11111 i I LI It 11 ti 11 111111 111111 1111111111111 11 if 11 it Irn H'ILI Hill Hl- Jill HIT it I LHI 11111 1-11111 HII 11 1 _11111111 11111111 M111, HUI) 11,1111 111fil 11111 it ill IlHI11 -- ill 1111 - T.D.!'LAIF.& 11 Ill LUI I 17 le GGLo '7 1M slaw M111111111111111% oft oe os 71• I I i REAR ELEVATION WR CH-115 INT CM-O (OFV@MgE NAND) - a PLATE- WU Hull LEVEL 3 _ - _ — ---- - — --- _- v` Was Quail Hollow -- rohomes 0 LEVEL I liver �----- — - — -- - - - - Lm 1 vd END ELEVATION ENCS ELEVATION iL IIS••I'-O• Vd'•i•-fD' WIL eM�,o►a�r�r s�erarTia WIT CM-115 - _— INT A-b _ INT A-b WIT A-N WT CM-15 (Qr'A0" NAW) (00PI0M WMD) (OPf°MTE MMD) (CWIF 'a61TE11 IIMD) 0 - �- 1.0. W -4V ------- -_ 98114.00 00 DED 0o �a = __ as - _ - ca MWMI= EMATIONS = a BUUING 14 C* W. O SEW ft, FRONT ELEVATION 131,E I L D INCA TYPE M ML. BUILDING 8 A38 * 15 f�. Opp �4ii�$Ik. t .•^ter."- .. ,.... -. .. y i 9 .. • 11i l;�Ill# 11 Il�I111 1111111 IIIIII� 111111{, �IIIIII !!!illi �� 1I�E �� IIlIIlillilll.11 � cm.r Illi�il �� 1111111 illi!!! 1111111 Iillill 1111111 illi!!! 111!111 !illi!! lillli! Illll�a �llgNNN�NNgq dN IINiINIiNII !IIIII!INN ggqllllllh I!p • y iru� �i , i mu uld to f fill if m I��f of:I�ifilnhlf+<«iTi�afll�lurfh�f�IIIITidanAni�� n � , f�µ��111�NJrIfRlltf1111�Iffflfl��Mf IlRllllf I��f8N�1,fIN1!' . r rr. w M .- i w ..c k.,,w:rM �A1n�'eY•I,Y/+vMn'w�e -- -• -:T•.'+Wi'�'Y.•w YR^.'��t"Y.i..'.�G.�K' .. .� ♦ . +t. ,.. '-b-:d'�. .-,r.i�+r m.,W.-... ..rn. - .rw'i.IF ., .a-#:.:,. .•, a-.Tr'r.eOJ�.r.i.{CACiI.':.�MYr.�... _..,... _ .. �.ewe...�s. jw.r._,�.. +iniar+,.,.-tiwi:rw.�•+w.,v+-ae.. +.-�-K....aa�.d...:-.rsa:.e-+a•.:.0+y...+..raw.�...-.._.r.*.., � ,. �. ..,.s'�Tw��-.,. _'...r��Y:. ;.,...«.r+rr---�WI/F+K•�:.re'- •, -• Ji�rr. _...�.,. _.�..- -• ,aa�a+M� ^"^ .. „�;. .. ._ ..:p�•far:*�rrofrr�r-...-r*�+e�+.+wrrrc.1�Y11sr�•,,r '-mow - Ii. =,'°6' +r�y�r.are.o+..e.- ',,,1�' ... Vis, hitt Y k r,lrllwdWW 0068,4 rwlalrirriwr. 6rl�ly1 iaA .b+ "Of MW NOTE5-BL12G. PLANS TOTAL L IIECA M HAW DETAIL6 AIIt REPETITIVE.DETAIL TG'1/IL tOltAt vMASEII CALLOAS AMD WYEA,664ALL ISE C04"NED TYPICAL LOSi JACAOSN "' PM ALL WILAI!COIIpITI" AT OMM WR6. ° Yl� 4o/A M o !Ir O Ilr 61! 116 O lir � _ CONTRACTOR sMiAIL Pl10VIDE FOR ALL 61'11LAR i GON ITM A6 F DETAILED N 11LL. M!N i•� Wo !I1 2.SEE 611ET6 A?OAD-A I FGR INT PLA&MOM I til I� o aw wr I W "ETA AVJIP-AVA FOR SKDk*-VAN 41100* 11M� �•0 Is W 01 of M it mv Y!� D•M Is140 O 1*1 o 1* 11M 4.SEE CNL AND STIr1GTARAL DRA1111if�A POR VEIAFi a;& EM4d ON o 1111161 01 1111111101Ip oI1LDNQ1 STEF16 Sts K PER Lf. --A/IA. K M -6 Ga K PER Ll. mom t PROV" OANT OW M LM IIMi EAC M PANT 04L 90+4 TW.PER IMC UCTXW•A a NM LWAL 4 ST After 1 AT 01 MM AM&PWWW OFMA NO MW NASI @Mft to.OR GREATER"K OP111110 A L 64" IRT AMA FACEAb I !•0{'ASILIOCi1.11001°CALCI�k?A 1 340 1 •f �.• G G LO � � I I ,•I�L.Do. e aL06.1 I Arcdltectrr+lr � htlaioT �e.iAle I IMT G40 Im A•f IM A-6 LINT A-N WIT C-ND { 1 e SWIM- { I UmitW lmbW1J CompW ?I ?!. , list >Ieoo�N A"MIM Edk q%0 !► a aLDG. �.IIAMTtlIR At FIRM"to— I TYP: T1rT°. I I Beal C ITaiI417- NIAI-!!A QAl1AR IT ol�Aic'�,TYP. Prof O 4 N7-df�i Del •�__ - __� ------- -_-�_--- - ----- r -__'------T--_ ------ --- --T---71 ------ L ----- --- rr_-_-�- ---�-_- Do ------ - --------- - -----__ __ --------- -------- ---= D6 A r' . `r I, � ��•' ` � 11 i r' ' f► II I ❑ II 11 I Do T1T. 11 , 1 ;I i i I I i I I I I i �.- TYP. AT VERT. �%� 1; ( to 'f I I I I I 1 1 I I I I I / STEP . 1 ' U 1 11 wa Dila 1 , p , 1 p Ala A,a I ;' Afa Ata ° + •, I ," ' 1 1 �_ —•�� 1 1 w 1 r , I �.- -� , , ate_ -—� I, 1 1 11 . t 1 , °I , 11 . , °1 I , 1' 1 , , , 1 , , , ,, � i 11 ----------- ri -___'___-_ ' rr -____=_��= ' rr ---_______i`r---_------ "AT VERT ? c? Lj AWM I n I I r, Ali i� r i� STEP i i� 6TGPT MA 7 w��-----__-U - •�-- --_- - L__===- ----------— y L =__- - J "- _�_-_J L------_ ---n ==__J I I _ ° -, ..---� r-- -- rLi -, �- -�, r-- -� Cr_�--- r-- -� r` �' - --I r- -� I r-'I I I I I r-n I I I I 11 1 - I TYPJ I - 1 ( - r- r-; _W I i- I I 1 1 1 1 , 1 1 , I I 1 I , I 1 1 I 0 1 10 , 1 1 f, , , 1 1 I, I I t 1 I I 1 1 1' 1 11 0 1 1 1 I 1 ® I 1 ® 1 I oil -.J M1_ �J , I L_J y==JJ I I L-_l r% J� 111 LL_ L_J --" , I Ir I I Ir I I 11 II — ll 0 Ap,Q,E ❑ W 0 D L� ❑ r, a ( � �p ❑if TYI! I I I Idp I 1 II I I _ I 1 r I I I I I I , 11 1 11 l lr I II I I I I I I I I II UNIT C-N UNIT A-5 I UNIT A-$ UNIT A-N UNIT C-N \., L_ w I I I 1 _J !� ! (OPP NAW) (OPP MAID) (OPP MAM) �. 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I �y II STEP STEP II I I J -, ' LNIT C-N I UNIT--S I UNIT A-5 I UNIT A-N I OF" (OFF HANG, (DPP MAID) UNIT C-N :_ , 1' ,. � I► I 1 I I �� I ,.� ;I 1 -� O , 1 --- . . --- UNIT A-5 UNIT A-5M UNIT A-N (OFF,MAW) (CON*M AWD) (DPP Allo) 1 1 I I Inkv 1 1 I 1Uj UNIT C-NB --- 0 TYIP 1 --- D "P. -I — I I _-- -- AT VERT. _- I - DAIM - _ STEP =__ UNIT C-NB m _ I I -OOF 1 1 iii I I I I 1 .. ----- r , I 1 I I I I I I I I I T'n"• TYP. I I I I I I I I I I I 1 1 1 I .Z At VERT. PROJECT' No. STEP oa V 98114.00 I I I I 1 DRAPING TITLE I I , 1 I I I I j PLANS: I I I I I I I BUILDING TYPE M2 oil I I 1 1 1 SCALE: iM'�1�4r 1 1 1 1 1 1 i t { W I I I I I SHEET N%.. f I I I O � C FLAN: LEVEL I BUILD11`4, G TYPE M2 AN: I BUILDING TYPE M2 O A39o, 10 P� LEVEL B L ll�•r-o' , 1 I 7 DInII nolro�l►w..I rroa.I Holli.. 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PER STRUCTURAL .ASSEMBLIES SEE ROOF 4,55EMBLE5 I { ��D !i��/+tA` I 19 i GIRDER TF2U5�i- � x � � y f i PER STRUGTUFZRL� \ / I VERIFT SLOPE WITH ROOF PL..N C 'x BLOCKING BETWEEN TRU55 Fv^5 c.. • Of- kOSEE DETAILS� a I � !12 ✓' WITH (3) 2' DIY /ENT LES FOR RAKE OA9�1 SEE 0 OOF PLAN CONDITIONS �3 FOR LOPE Tl P AS SWOUN ON ROOF PLANy 1x4 TRIM I , .�A y / 1 f / EXTEND FLASHING , t' I C__ -- ------SIC)Wx OVER WEATWER-RE515TIVE UNDER BUILDING PAPER s BARRIER OVER 5/8' TY PE 'X' < T I Gl P SHEATWING OVER PLT WOOD -- FOR SWEAR PER 5TRUCT 1 � �`,. •' `�''., I -�-- - _ � .___ METAL GUTTER, PER ELEVATIONS FLASHING, EXTEND UNDER DOur*lS BUILDING PAPER PROVICE I W6 PF01FR'ED TRWJ51 ADD'L LAYER OF BLDG. PAPER SEE SWEET AW20 PER STRUCTURAL � UNDER WOOD TRIM TRIM ! I ! • ; _ j FOR MALL AND FLOOR a „ 1 SAWCUT OR STOP rulD _2'-0 ~--WOOD TRIM, SEE ELEVATIONS I _I ! �. A55EMWE8 TO PROVIDE G 46 VENTILATION L WINDOW WEAD -- - Ir FI WALL BEYOND _ -- "VIN1r'L NAIL-FLANGE WINDOW WITH INSECT SCREEN ! (DOUBLE HUNG SHOWN) Ilkj I ---- }� — - .. I GA5LE AT BAY WINDOW � / ` ' � 1 I II - I -� (W-1) 1 Quail Hollow t► ,; - fr • _ _ _ __ _ ___. ___ Townhomes r R-30 BATT INWL-� _ - �-TYPICAL EXTERIOR WAIL — . BELOW bEATED �- SEE FLOOR PLANS 1I SPACE, TYP. SIT I AND WALL A55E1'BLIE5 I I I(--WALL /-R-30 INSULATION _ eFYd�D BELOW HEATED SPACE, TT P I 2Xb BOTTCt-1 PLATE- .K rFLASWING, EXTEND UNDER ---- --- -- - -_ - I BUILDING PAPER, PROVIDE I �-- -- -"' l RIM JOIST PER STIGJCTIlRAL I _ '-T♦PICAL EXTERIOR WALL I ADD'L LATER OF BLDG PAPER 1 - SEE FLOOR PLANS • I UNDER 2X10 WOOD TRIM I } — NAILER A6 REQ'D ANC WALL ASSEMBLIESLU . a'I Tl PICAL BASE TRI(-1 Tigard, OT6gOII Q I I FLASHING, EXTEND UNDER �/ for '--RIM JOIST PER STRUCTURAL I / BUILDING PAPER PRC`Y'!DE �- AGD'L LAYER OF BLDG PAPER .---2x6 BCT.;" PLATE Brownstone Homes, LW � UNDER 2xl0 WOOC- TRIM, ( ALIGN TRIM wITN WINDOW BEYOND TYPICAL FLOOR ASSEMBLY � ?x3 WOOD TRIM I `"�� - DRA11INl; ISSUES: - DATE: IBEAM PER \ �-- xl: BEAM PER STRUCT. SEE SGWFDULE n STRUGT. \\ \-2' CONT. VENT, SCREENED "Ib MIN. I ��--� �I � _-BUILDING PERMIT SUBMITTAL 6/4ffl PROVIDE (3) 1 1/2' DIAMETER HOLES -_ i�1G1 WITH TRtj s Ht,,a ( ---5/8 "PE 'x' C�iL@ eC 51M Uj I AT EACH JOIST FOR CROSS VENT. , ` _ R-21 BATT INSULATION � �------- ( 3/8' RS PLT WOOD _ AT RIM JOIST, TYPICAL I PROVIDE I I/2' DIAM. WITH 1X2 TRIM -- \ - 318' RS PLYWOOD SOFFIT HOLES AT I6' OAC 2x6 TOP PLATE (� l-4 \ WITH 1X2 BATTENS a Ib' O.G. FOR CROSS /ENT 1X4 WOOD TRIM \�--- - IX2 TRIM —' - 3/8' RS PLY9r.;0 SOFFIT I I I ca i _.. 1---�, - �- -- _ --�_- -- UMTW XcSATTENB AT Ib' OG - GARAGE DOOR PRCVIDE 2' CANT VENT AT EA END i VERIFY HEAD HT. WITH MFR o 18 EXT. UALL /FLOORCANTILEVER EXT. WALL/FLOOR : � c-Qcs-�� 1� CONNECTION CONNECTION -- ----_---- _----___ --- TYPICAL EXTERIOR WAL --Tl PICAL EXTERIOR WALL i — - ,PEE FLOOR PLArN3 WALL Tl PE PER PLAN _ ,--'J NO INSULATIC*' REQ'C REVISIONS:-- DATE: . I I I I AND wall A55EMBLIES EXTERIOR WALL BEYOND ( � I GARAGE DOOR A65EMB0 2A&KE ( I A TINSTALL PER MFR'S SPECS BASE TRIM (tYP.) P.T.PLATE / A.S. PER STRUCT _ { Q % -- FT PLATE aE PER 9TRUGT.I I �---- Tl'P MT WOOD BASE � f � w / �,-- I/2" MIN. DRIP EDGE ---1/2" MM. DRIP EDGE f -r`^ Q PROJECT No. PT PLATE 1 AS i ! I - ` p. A �/ SLAB ON GRADE Z FIR GRADE - SLOPE AWAT I �I / i i € --FIF N GRADE gU - S TOPE*T 98114.00 I - -- - PERIMETER MSUL I I I FRO1'1 ►'!U!LDMNG. "Pa a I V I e ' ;I - , i I 1 DRIVEWAYSLAB a ALL SIDES 1 ALL I31JILD!IN635 i DRAWING TITLE SLOPE AWAY FROM BLDG � � I' ' --FREE DRAM MATERIAL SLOPE EXPANSION JOINT, TTR I ~---R-15 RIGID INSULATION �-- DETAILS ' A9 RE(�'D. - GROUND FLOOR FINISH LEYeL a _-- _�- D G 1 Alln.7 24" (NT81 Iy4 PER FT. _ - -- -- mak- � I I � i e PERIMETER FOOTING PER gTRJGTURA (TYPICAL TOP OF FOUND. WALL) j ..----- FOOTING PER StRUCTURAL �--�`- t 24'MIN `� PERF.FTG, DRAIN SIZED BY OR001NDI 40 AR MTED ATERIAL SUROND W/ LR- SCAL : AS ReGD BT SOILS REP GRAVEL, COYER-WRAP EVARIES SHEET No. -__-emsT ING FOOTING PER STRUCT. ..1'_ . A80eOl 5LA5/ WALL CONNECTION 1•.1'.0' SECTION, FOOTING �'•��m'_ FOOTING � FALL 1'•1'-0' I FOOTING WALL �'D4-Q�f w/ �1�i.00¢fa+ � � GARAGE � � R7f•e+OO)5 1 CsA�:AC�E�lN I T AT GARAGE DOOR L 8 .� --*ai ft"w at mod " ., 67 Of 91D -wt „err:a:' C a _.r •. _ _ - .I . . .r% r +.r r - - - .. .. .. -... .i.;_•.: iJ'_: •YI2u:n.ma.no.M.tlCbvusf .. � .. 1 �. - . • ' i OW „. 10 12 16 • I- 11 � t ° 1.; 1! 1111111 l�Ili' 11111) IIIII W-1111 ' I!Hll 111 1111111 (111111 Ill! -. 1111 11 I�IIIII 1111111 liillll 1111111 !111!11 1111111 Illilll Illllli 1111111 IIIIII� 1111111 Ilillll 1111111 11111!1 1111111 (111111 II e IIf1 fill I "fit Iullln 4)�Idh1limjl InaiI+INII�IIIITit�l t ,,'- ” - ' .' i I�IIhI Inllli nnlhi� hgNnulfilnubl �Indli�i�Indi�iluubnull� I�ualli�Ilnbu III+�I �unblIndinul � y s ' t . ,:. . i , " ' ... ,:,......- ...:.,,,.fir,.-.. .,. .i.....,h.Fr•..,�rY+.+YweM•f�rt...w ++- .w'-�"w..w s w f •1 r IMYY•11` . : .•a. •r i,Y - •fra.+a..1.w'icC' w..wr..,_..,..rr..r's....7..,,.amfM. FIIM•Yt.•+'71H:.r-e.Yr-wwxse aer.s"....s'_.,.a,..+r-MCar.• m:r):. _ '-L.rs7.... .. :� Ft.�:.Y.�.��'11Y.t 1/N'r 1b•.. :�1 lyk:: • rj 1 1 1� IrSi "hr } 9 irnteoR Wna" aM h..r.w. r1.c to a • rt"UOW without FensWicia. Oro" obeli sin IA•s>K. r 4 PARTY WALLTYP.ROOF 4 PARTY WALL � DOUKE TOP PLATE -!�'.•: n*X30'FLU§W MOUNW ! "114AL ROOF AISVI !LY GEE 600. 1••O' 4'- -MANIAGTtM�G P•LIM TOP ATTIC ACACEM PANEL i �.-- - _ __-- _ - --,..) SLOPE TO MIATCH ROOF TO MATCH CGINTEIlTOP. 2 X 4 • w•OIC.OR PER-FAD GABLE 1RLJGG r �. GL,LE TO PL1roD dAiE LATp1 RELEAOE EfENT f�MlAlflD, PER 6TRLUCT, � —_— GO PANEL, Itis' M N 'CL01ED• P!001tLt,1N UT• PLYWD \ IMEATWm 1r• T1�PE 'X'GYPdm EXT.PLYWD.(PANTED) GIEATI" •�FAVA 5/4 X 4 TR1r1 ''W orD W Ti• TYPE W COW. BLOC",* PER STRICT. �.----FLA"4 ' ICES AIdETtil�e.01 11P EXTEND MR OF 1 LTO UNDERSIDE — �_ _ ' )14•PLYWOOD DACE -- GIDING OVER OUILDNG PAPER OVER -S;< X 4 TRM 16 WITH(2)3' GCA!" If 1?• Of. • I IIT•WXV LOUVERED S/I; TYPE 'X GYP GIEATHNG VlNT - ! Ai+D DACXUiPLAGW NAILER AS REa'D I:• GALV.SCREEN i 00 ROGF TO►TALI FLAGWW. ~ 77 ;R GEE DETAIL 6~0 GOLD BLOCKING \�'� �, TYPICAL INTER m IMLL (M) VERIFY ROtJGW OPEtidG G1IE ! PRE•!<AD TRUSS\ CONT.FLAiIDi ri WITW MtAN UFACWR TRIED PER STRICT. PER STRLUCT. TYP. ROOF A6GEFIDLY AT G!'L TYMIGAL INTERIOR WALL RICT. ALLOW,2)10'R 1 LAYER 3.1 GE+D • i PARTY WALL--�. 1 GEE FLOOR PLAN, , _-_-_2x NAILER-TYP. i X 24' MIK OPENf11Cs i WALL AGSEM`aLEG N GHEAtHf� ____ _ e� G G�� WO ROM JACK O R MIECNAWICAL 1nW Wctvn uN btsriw 1100p �'----=--- VENT TEW1NATION ALLOWED MT.PLIFlMG lwALl (rb) UniW WI1Uty Cospm WITWN 4'-ID• OF TIE C MMON WALL. 1101 Ames. � 1860 �� ATTIC ACCESS DOOR I IR•.I'•o• ROOF BLDG. STEP 1•.1'.0• DORMER UJ/ VENT I/?• . I'•o• DRAFTSTOP "'�- I•eI'.o• BAR AT KiTCHEN 3•.I'.o• snub. •"'�01 wlsl`l�a NON- RATED NO ��..- � 12 �..«. 8 (W1�0„ 4 ,�-�.la Fax: 407—M AT PARTY WALL rxa GEE DETAIL 4 PARTY WALL PARTY WALL ——_ 4 PARTY WALL PARTY WALL + FOR M014E d GEE FLOOR PTL44 i WE FLOOR PLANS, 1W4X RALOG CAP T 1, NFOtiMTM i AND WALL P-AEM BLIES(0) - ; AND WALL AHEMBLIEG WiTH EAOED E06E6.PANTE) AM ' I ! _ -- -GIDNG PER ELEVATIONS, � DOUBLE TOP PLATE LAP OWLDNG PAPER AND i SLOPE TO M'MATCH ROOF 1 i 1 _ GDNG OVER FLAS►ifrG ; PREMIANUFACTMIED TRISS ' � .M•EYAL COUNTER FLASHWG• - PER GTRL)G1tRAl -- I LAP OVER TOP 814WILE COXINE. ; -- TX4 GTtA 1186TH 5/0 TYPE 'X G11R � I fJ)?X4 PLATE i -- TXf PLATE,ATTACH PER GTR�IGt, ----_C,prTWAJb METAL FLASWWx i BMW 61DE6(GEE ASGEM LIES.0) ` I ATTACW PER 6TMXT6RAL INSTALL PER WRMTTEN RECOMt OF NBCA MANUAL I - (2)2X4 TOP PLATE TYP•BASE TRIM R3r1 JOIGTG —TYP. BASE TRIM — TYPICAL INTERIOR TRIM lob ASPHALT CaMTI�!O&ITION ROOF ; R•TI BATT INSULATION GWNGLEG PER SPECIFICATIONS ; 1 o TYP+iCAL NTERiOR WALL > ' AM I GEL FLOOR KANS �y I _ -__ _. i —COO. PLYW= AT PARTY WALL AND WALL ANDIOLIN NOTE: � A ' TYs.FLOOR AP�(aEM'1dl.Y + .�OIGTS SEE SWEET A��® ' ! SE. AGSEMt;�ILIEd Gc►+EouLE >� �t��PERPEI�D. FOR WALL AND FLOOR , PARALLEL AI TO WALL M i / boW TYPE 'X'CAS i ASSE BL ES WEATHER RESISTIVE BAWER ; � V TYMAL ROOF A56EM OL T i + A&SPEC PED. TUIN 1P VERTICAL I I LAYER 518'6110 i 01 JOIST PER 671WTOAL 5/S TYPE ,X Gm � WALL MNiV11 PARTY WALL (W3) i I AT PARTY WALL J)Tx SOLID EILOCKW5 1111" SHEATWft PER STRICT. SEE FLOOR PLANA fr mm - I 4 WALL AGGEnIeLIEe ! _ !Fill I PARTY WALL TYP. FLASuINCs _•�-o_ 15 ROOF/WALL 6 BLDG STEP .I'-o• UJALL/FLOOR 6 BLDG STEPi•.I'-o• 1 PARTY WALL/FLOOR I•.I'-o• PARTIAL HEIGHT WALL 3••I'-o• g R,•4.000� _ Ili4-Omll) W14-ddd� AT T OLUN H OM E S �wJ.��, 3 �. y Hollow Quail __--- 6 PARTY WALL �E' L PLAN PARTY WALL PARTY ANLL (p•► " 4 PARTY WALL PARTY WALL _ Townhomes 6eE FLOOR PLAN I GEE FLOOR PLANS SEE FLOOR PLAN AND WALL ASSEM10L1ES(pil) ! AND IUkL AWMISLIES , AND "LL A36EM•1DLES , FOR WALL LOCATIONS S1DtiCi PER ELEvATIf7Nb i ilEl i �-- GLAd ON GRADE TYPICAL EXTERIOR WALL LAP BUILDING PAPER AND I I PERIMETER ice. i i i SEE FLOOR PLANS S1DING OVER FLASHING — 1 ' AND WALL ASSEM'10iLIE6 CONTINUOUS,METAL FLA614 - I ° , Gmm NKdi pENiTY R•11 6 i INS,TALL PER MITTEN RECD?•► TYP.FLOOR RtOGMD lAILATION OF NBCA MANUAL SEE SCIEDLLE , (2)2X4 PLATE ± PLYiMIiDi01�"ATHM ! / '2X6 PLATE,ATTACH PER STRICT, ATTACH PSR STRUCTURAL o o o o p I PER STRUCTURAL + / _ Tigard, Oregon ASPHALT COMPOSITION ROOF --.._- I o • 4 o o p o I I for r SWINGLEG PER SPECIFICATIONS , TYP. BASE TRIM _- i PRE6eMME TWATED PLATE -- ' ATTACH PER STMXTIRAL 1 TYP.BASE TRIM WEATIER RIES,IS,TIVE DARiMtlER ' AI RIM JOIbTB ! SDfVG PER ELEVATION 8l'4,TIn�OTI! WoIA�Ei. LW 'o AS SPECIFIED. TURN UP VERTICAL ! — 1 9=BASE i CONT.SEALANT.TYP. ��■� WALL MNNIII.14' i -C--,'T. PLYWOOD AT PARTY WALL DO INSIDE COMER TNM DR•1WlNG ISSIIR$: OIA1 TYP BLOM ASGEM95LY � DWLDf1LG PERTLY GU>�1*YAL A/4JS!! � GEE AGGEMELIES SCWEDILE I I i� �' - , - - BATT INSULATION OVER GARAGE J' ROOF GWEATWNG PER STRICT, _ I + JOISTS PERPEPD. PARALLEL I ! JOISTS SEE FLOOR ASGEM1sLIEd o o o TYPICAL SLAB AbdEPNLY TO WALL _ I OO WALL '' CONT. SEALANT,TYP. BLDG TYPE Y VIOil7rMf0 s,.' TYPE •X'GpE FLUD•APMRIED M'LMORME - ._.._ --- RIM JIOISI PER GTM�)GTiMIEN. i I I ° ' _i I i_ WITERPR"146 W PriOTECTION i DO TNM PONW JFACTURED ROOF Tft" c — BO's S/S' TYPE '?t'&W ;! ., ��AT 81DE ELEVATION I III—I �`— AT PARTY WN.l !T)Tx GOLD BL0Mr1cN� ' PEk STRUCTURAi. I FOLMATM PER STRi,ICTURAL + EILOCiCNG AS RECWIRED — - ' P�IBt,!-YJEIIp Dt4 TAM U=, , ,i r;,_!, , ,_;i,;,I I , AT FRONT ELEVATION TYP. FLASHING 3••I'.o• WALL/FLOOR v SLOG STEPI•.I'.o• SLAB / WALL 0 BL OG STEP r-P.04 PARTY WALL/FLOOR 1•.1'.0• INSIDE t OUTSIDE I I/!••i•.o• I� R„4.0d1 --�—t1U4.00M) '0.00, Po AT TOUJNHOM S ,""'.'°°°., Z CORNER TRIM - _ E •- - ------ 4 PARTY WALL — 4 PARTY WALL — ----- -- PdTOWL 00R PLAN) ! � •--PARTY 04L (0) 4 PARTY WALL t PARTY WALL SEE FLOOR PLANS AND WLL AMErfSIES i "moi AND WALL All�OV10LES PARTY WALL fW3) PARTY WALL (W3) � REYIEIktB: aATR: i SEE FLOOR PLANS SEE FLOOR PLAN& AND WALL AGGEMOLIES AND WALL ASGEMbLIE6 ----GEE FLOON PLAN .�' OP.v MTH FLOOR ILGMdE I ? 1!!Q i , I i FOR WALL LOCATIONS W 1 i i ! ° I c 01�AQIE !�1 G� i �i�BCLi I TYPK.AL PARTY WALL HIGH 06INT•'R-11 I f GEF FLOOR PLANS RIOGID NIL.ATWN I OAP WALL AGSEM OLES i PLYWOOD SHIATNM PLYWOOD"ATHN% i ! PRESSURE TREATED PLATE o 0 0 PER STRIICTLRAL o 0 0 0 0 0 ", I I �/'�^'ER STISICTIRAL AND AWG1dOR SMOLT PER&TRI�T. 0 0 e 0 0 0 0 0 0 0 o 0 0 0 TYP. INT, SAM TRIPI I i PNOOM TWATED PL.ATM!! , PROJECT No, GEE FLDt7R PIAN o 98114.00 ! -FTeESSUQ TREATEL PLATE EXPANSION JOINT AT I FOR WAIL LOCATION ATTACH PER GiRtiG11IiAL ---- —II ; ATTACH!PER S1RNG11RAL , T. PLATE AZ PER STRICT. ! SLAB PERIMETER TY T I! 1 ----- —stoop DAN , TE SLAB PER 6TRUCT. BROILING TITLE SLAB ET GRADE 0 PERI"ETER NEIL. '� ' ` a I p I a DETAILS ;III— I a ! FREE DRAM MATERIAL 4i TYPICAL SLAAD ASSMI LY TYPICAL GLAD ASSET'RLY � � a pL} PER SOIL REPORT � �I iJ _ O O U Q10 O O O O _ _ FIMID-APPLIO MEM'IIRA►E - - I EXTERIOR WALL i I (_IIE-111 _ FLUID.APPLIED t'Er+eRwMIE _ _ - _ ° i -- � ATTIC N°9CE SEE FLOOR PLANS, WITEWROMWI W PROTECTION WATERPROOF W PROTECTION 11r— °� ` o & ARS --1 i I ° I E�~AR� '� � AND W4LL A9GEMMIEG SCAIZ: AS Now FOOTING PER JTRIJCRRAL FaLFtDATION PER M6TRLIGT{IlAiL �, ° -III,I ° Ia I I I ` SNEB'I" Na. I- —i 1 i �, °° FTG. PER STRICT. I III ° ° I ° - _ FOOTING PER STRICTURAL GIDNG ADOA ROOF U _ --_ -- --- - _ __ __ ___— !° I i ELANWE ELE VATIOIN w .III Ott• N`r i o;. IKw 1A�fM'1LS a mum NOW AAW e�we..4. IIIc M M mpefteA mah"t Mari... &Wsg @b$A .b. it'sir. _ —' TYPICAL- EXTERIOR HALL SEE BOOR FLAIR i 4 x 0 STRINGIER OLYOO f AND.IWL Ai DWO � � (AT MIDLAONG) 5 Y1H t � ATTACW STRINGER TO BEAM LM'l T'IT, I �J PER StRueTURAL NOTE, LIQ EX1108110 TO LEATHER TO RRIE 110110111111 . TREADED OR LIOOD NAW1RALLY WW RESISTANT TO DECAY. I I I i � OTS R Ir I I LEVEL ? o AEE MAIL m FOR MOTE f4�010'IATRAd ?Xi TOP RAIL \ ALIGN YTW PACE OF TW illi \ I I no Ploan - 4X4 LLOOD INTEA"EOIATE OJ41 tT I SPACED SO 4'SPHERE 4X1? STRINGER - - - - - - -- CAMRO'T PAM T'IROIIEW AT VW OC.MAX LNTN GALV. -R G01MG"PER STRZT. ; 4 f U4 1"T 91WW --- --BEAM PER STRIICT. ' STAX STRIDER G G LO fir: LA"W caw O F 1191 ftmom *nm. ESM PLAN: DECK RAIL I we 1110.0' EXTERIOR STAIR Iasi'-s0" EXTERIOR ST R ?xnLloo�DSTAMtTRtAa � &Wuji, �N N1�1-m r 20 ftlim 1189, 467-�M Ido 11 ,> .,.M.� S '~'.�~" GUARDRAIL/NAND RA I L rvx+•«r.� r.i» (1N) W-o9:I'► AEE IILGOR MEATH OEE 6TAIR SECTION ti' AIQ rAl.l IA�I�r'riL,OS r .; � ' "0 PLATE o 0 0 r LREEP man 11168OC► ATTACM MR STRICNIN& 4xl? STRIEyiEIt W(2)Lie DIA BOLT TO ANGLE b' ?LAOMW EXTEND INNN -?)Cb CEDAR RAIL GAP .! B111LIXG PAFW I�VDE DRIP KERF AT BOTTOM,WN SIDE o 0 o ?XQ LIOOD STAIR TREAD I V?'MIL IETIAtm RAIL TO LIAL/L y ►' AWL LATER OF NdXi!"APER - - AT EACH END 1•Vt' •tKJOD SPIAM�� 1x4 LK10D TOP RAL � IIANDRAL W PKXET$AT 5 I/1'OC MAX s�MITL. SPACED SO 4' SPHERE BRACIMT CANNOT PAS6 T►ROLOW ° d ° v • add I r OVERHANG FROM FACE OUX NeAp"PER lM1171M OF CONCRETE MALL I r a SEE SHEET A��® I FOR WALL AND FLOOR I 1 '' ° 4 &114 6" ANGLE III+l?15/0" Dlll x4" SOLID KOCKNa ASSEMBLIES I r• DRIP EDGE OWD EXPOSED TO WAnER EXPANSION BOLTS TO SLAB TO BE PRES&I E TREATED OR ` MbOD NATIRALLY RESISTANT TO M�AIR , DECAY.". GARAW I� Ci��iEo Al c WARDRAL NOT &X%N MOR CLARITY ENLARGED DETAIL �• • I'-o• EXT. WALL AT DECK r.r-� ?,i4VAUDDECOC 1 EXTERIOR STAIR I•.R'. � HANDRAIL DETAIL �• . I'.ID• !9 F A W I 5 � � 1-40 SEE FLOOR AA�LIEs fn) ��..�.� Quail Hollow DECK EDGE L S NCs DO CEDAR RAL GAP bR►CEIDAR RAL CAP -� Dm I RT WYOND Townhomes OW K�ERF AT BO'TTOMI, 011110 KW AT 111011M IX4 WWW BOTTOM RAL EACH PLYLIOOD V W CMAI?ER BOTH ams Roo+Am __ +EON M4 WOOD TOP RAL RW TOr RAL MICRO-1.AM TOR HALER ?x? PC" o 5 b•O.G. 30 PlCs1R'10 0 91611,OIC. 4'CLEAR!MAX. / MAX SPACED SO A 4" K tc,WPACW SO Ar ff -- - SPIERE CANNOT PAM WIME CAWOW PAM / r nomm" r4/l an sm EXrmcl TO mm F.*VM TO L'�m FROM is ".�""1'tI. Of'1!t^00 SAMIt TO BE _ VIAW TO 1�MR wRK 1W PREG& E TREATED OR Mean TREATS OR WVD NATURALLY �NA1iRALLY 4x4 W0OD INTERMEDIATE SUPPORT Bf'OTRIf1�+0O! f RSISTANT TO DECAY WAETA V TO OECA'Y AT 5'-O. OjC.MAX.LATH GALV DRI2 MR" !2TOND >w TYR 1110' �GOPIEGTION PER STRICRINAL DRAWRIC I== DAIS Thi OKR PROTECTION ElD x IOY�14A q C.t�1� I'CwAMLEER 6TRWAR ASGEMIDLY . OVER WATERPROOF pyo _ PER STRICT. M 110' t,R1 VADM PEW f'SIIARAL 614M M EMISR" OVER PLYLD. X9449 OVIR ri"v. **ATHNG PER STRICT. REAAIMEi I =f�Y ice_ SLDG TYPE V YRVMM Qt4 WAGr7 la0'TTO'1 RAL W��M RAS MTL.FASTENER PER STRICT. -ML.FASTENER PER 6TRIICT. EACW SIDE EACH OW SEAM PER STRllCTURAL vERRF1' A#t RATING BLOCKING AS MOD �`� . ALOPt 1i'rr-I' 4'CLEAR MAX SLOPE %"il'-O" 4'AIEAR MArK. 4x4 POT PER 6TRUCTUItAL �DEADER PER OTRIJGT. . SEE STAIR SECTIONS STRINGIER PER STRIIGTIRAL .0 MR TREAD AND RISER WIT.GALV.METAL COIF fi V MALDECK fNF01l1ATION ENLAARWD DETAL SEE � �7lTA4 �,,,�,�� DECK GUARDRAIL I uz • 10.0• STAIR DETAIL I I/?• . I'.o• UPPER STAIR LANDING I Irt• • I'.o' 4x4 90. INTERMEDIATE $11 pm Is 5'-V or. PE*ALV.OWYMAL ION ----� W ? CHAMFER - -- --- - gtCt SKIRT BEYAtO Ra1►1g10li& MTI " PER ?x10 TRIM SAND iTR4IGT• -- STRIRCT.FRAIM PER ?rM TRIT Rb+1rE9 SES + 1 OP Cc OD CwkTO�P Oi SEE STAIR cTION RAIN RESER BEYOND U� ?41!T.PLATE I SIDM OVER LEATHER ?*P.T.PLATE 110 6 0mm lR l~ ATT I RESISTIVE BARRIER ST�N�7W AEIVE aA1R STAIR S1CNl7 SmAA�t� • f`-- %6WA R=SIDES •� wow 0- ► STRINGIER ASAEMEL,Y - _ FLASWI G ��KAMW ( PER STRICT. L.IJ PROJECT No. Ii I 0 98114.00 I I FOO'tRIO PER etR1RCT. � ,I I�wM917R 11rA1Ct, ? X 6 PT SILL � � DRAINING TITLE I. Q , eft SEE StI�t;RCMTIRAL PLYLIooD TREAD ---J DETAILS AIIaS 4 STAR STWMR e - T4, - - - - - - -. e Q . CN TI#TcafEIIOIwL +Y SCALE. VARIES 1. � � "�"�- t v n v a _ _ ? X BLKG V SHEET No. . �•� SECT ION: F'ORG!-I R �• . r-o• � SECTION: PORCH I �• . 10-011 STAIR � CONC. SL A5 R v?••10.0• STAIR � PARTY WALL I v�•.I.-o. A80 - 03 4wrl hollow YMI�t INoO,ss ..M� g 5 �,,.....M., MdT,IMMn1iN 00101 bid 10 ', ,• , I row to 12 IA i Iv 1 , _ - ♦ • r '` I VIII 111 VIII I11�1111111A ilHili ,�r IIfil1 1111111 Ilillll Illllll�lllllli Illilll 1111111 1111111 1111111 Illilll IIIIII Illllli IIl11ll Iiilll! 1111111 1111111 111111) II II W" _ R i _.. y w• r�elr r rrrrb s uarlr nllIlRllrrl1111 r nrlrr l arrlir irnlrlllnll llrclAfi l ;, y• >, � • �, � � R! i� � �II �I I I �iirlllil�rurlrllilt�niflrr�rlrAf�rruh�nirl��nulr� 4 ' ' • K - • �r..M..yt'r,nMw....'u+ �RMW.y�.......... 7M'.aNK... t t • \ ._ + ^•...,..+.v'- r> '+.JIlY...�... .•r..s-.._.., ..sa. ... -..uu-"' .—•s_ .... -- _. 11 -. .. n ,• .• r ::... .♦ .: :.- , „' ... .. :.y,,.' .. .w.•GP..,.yCi..,-. rve.. .. M.MSM'+sfbM+P3fL31M16^tAuaUW7mtm-:mT1.Td'AMMI�'�rYS►!ur ,:u.Rf.wa: ,..ft.w+wr,+1'r!Lkc@t^lh�...MYrAMa• ,tea•... s•r- .--Ai...c+r. wl. .aer.+.-...IOM. >t.ta A. .�Ak-'�'+ +° 'Y"',, +aiYJ'_•:"..s_r} ","�i1M' .i.,:. - .., ;.. r,k• .;il...;.e;�,,,,., .,wy.. ,.....;^n ..,. . ..... ♦. rVYw'..,.�d- s`....c'�.4''- ' ..-,wn.•+ •"'...-t - wwMM , n,{ STRUCTURAL NOTES FAE AR WALL LEND Ow111N1 SEE 6CWX%A_E0 IN-M"ATION FOR EACH AP 2LICAISLE 61'h1BOL 6HOIL1.1 UNPOIQ4"I BUILDING CODE, 1101 EDITION, STATE OF OREGON 1998 EDITION 6TRJCTURAL L ALL SAWN LUMBER SHALL BE K L N DRIED, 1616 MOISTURE CONTENT. DFL GRADED M ACCORDANCE • SPECIALTY CODE WITH WCLIB RULES. THE FOLLOWING GRADES SHALL OE USED aLO. ONE NOLD04N 18 ALWAT'6 TO BE LOCATED AT EACH END OF EACH SHEAR WALL STUDS, JOISTS, PLATER, HEACMRL4, BLOCKING NO. 2 AS, INDICATED 'BELOW CHO')UNL.E66 NOTED OTHERI;AsE. HOLDOWVS 1'RAY Doom L11AI!L+t'iMM dEAI18 NO. I OR MAY NOT BE INDICATED BY A DOT (AS 614OILN BELOW)ON THE PLANS. ROOF (SNOW LOAD) 26 PSF P06T6 NO. FLOORS 40 P6F WIND O0 1•'ll"1a (EXPOSURE d) SE'ISMlG ZONE 3 f y'w'» ►�f� EXTENT OF SWIA A A - INDICATES SHEAR WALL TYPE -- L ALL SHEATHING SHALL BE C-D WITH EXTERIOR GLUE, APA RATED WITH THE FOLLOWING INDEX: IHD SHEAR WALL I - tNDICATc6 HOEDOWN TYPEA) ROOF SHEATHING B/32' 065 INDEX 32/16 MIOIWIA1k'air. 15) FLOOR 3/4' 't SIG NDEX 46A24 _1 HD UNLE66 NOTED OTHEIEUISE L MAJcPW DESIGN 601L BEARING PM66URE - 20" PSF PER GE0DES4R INC. SOILS REPORT DATED APR 3d), FSS1. C) WALLS 1/16' I?CoZX 24/16 # ON TIDE PLAN6. 2. FOOTING6 SHALL Be FOUNDED ON FIRM, UNDISTURBED SOIL OR ON APPftCrvW STRUCTURAL FILL. - -- 3. OTRUC;TURAL FILI. SHALL C4A4616T OF CLEAN WELL-GRADED SAND, SAND AND GRAVEL, OR C AAHED 2. FLCKM AND ROOF F�_YWCXX> SHALL BE IN61ALLED WITH FACE GRAIN PERPEND10JI-AR TO SUPPORTS - - ROCK- AND END JOINTS SHALL BE STAGGERED. _ 4. THE STRUCTURAL. FILL 6HALL BE PLACED PER GEODE6IaN, INC. 6011.6 IMPORT. 3, BLOCK ALL WALL SHEATHING WITH 2 x 4 BLOCKING AT ALL UNSUPPORTED EDGES. D. OLA156 ON GRADE SHALL dE INSTALLED PER GROPE64K INC. 601L6 REPORT. _ 6. ALL FOOTINGb SHALL BE A MINIMUM OF 2'-0' OF-LOW LOWEST ADJACENT GRADE. C3 1. BOTTOM OF RIOTING6 SHALL BE STEPPED FROM ELEVATION TO ELEVATION AT 2'-0' HORIZONTAL TO NAa,lII>r AND MASITOWNW& I'-0' Vt'RT'CAL STEPS OR SHALL BE SLOPED NOT TO EXCEED I VR*RtICAL TO 4 HORIZONTAL WHEN L ALL NAILS SHOWN OR CALLED FOR ON THESE 0"TRUCTION DOCUMENTS, SHALL 0E COMMON WIRE - � /� WALL /� �,/°`- AP'PRO'VED BY THE ENGINEER RAILS WITH THE FOLLOWING MINIMUM PROPERTIES: S►rEaR WALL SICHEDULE (SEE NOTES 1 E2) _1 6d - 0.113' DIA. x 2' LONG Fib - 100 K$I �1.J^ Od - 0.131' DIA. x 2'V2' LONG fW - 100 KSI FASTENERS OONCPWM (CAW IN PLACiA WDd - 0.140' DIA. x 3' LONG Fyb - W K61 UAU WOUTION SOLE P�.,4 1. ALL CCNCRETE SHALL BE NIORRMAI. ',�`G44T AND SHALL DEVELOP A MINiMRII'M 28 DAY LABORATORY Cid - 0.{48' DIA. x 31/4' LONGI Fyb - W Kb1 TF RM JOIST A �: COhf'�ITB Lim" Lwd* Campm CSD C4I"RPRE66RVE-CYLINDER F'RENGTH CAF, Ibd - 0{62' DIA, x 3vi' LOW-2 Fyb - W KSItlbt t"md /SRR, **A R> �Ofi K' GYP. SHEATHING ON BOTH ibd c.01"twRONt • Ibd • 6- OG. Irl • A15. + 8EE NOTE 30f.R�0 PSI FOR Ft�IIYDAT10N6 M�.� (NTE►:._-rc 6LAE18 ON GRADE � ALL OTHER CONCRETE WEN NAIL &X56TITUTION6 ARF. DESIRED THE SAME MINIMUM PROPERRTIE6 6WXN ABOVE SHALL APPLY SIDES W/ 6d COOLER NAILS 6' O.C. INTO (TOE NAIL) 48' O.C. 04 BELOW 8"�' � "�'� 2. FW'4GTETE, FOIRES, MIXING, R'1..<Gi1VG AN:7 CURING ORALE CONFORM TO AGI MANUAL OF CONCRETE TO SUBSTITUTED NAIL VALUES. �' O.C. • ALL 6UPPORR'TS SOLID FRAMING (EMBED 11) P'�: (N*�� R10iR:�GTiC.E, LATEST EDITION, AR`D ,`�PEGM'1C,ATION6. 3. C:�NCRETE SHALL HAVE A MAXIMNI"1 SL.U1,`P OF 4 1NG44E6. WHEN STAPLE SUBSTITUTIONS ARE DE61 ED AN IG150 REPORT SHALL BE PROVIDED TO THE ENGINEER 4. ALL BOLTS IN C014CRETE SHALL CONFORM TO AbTM SPECIFICATION A30-1 AND SHALL BE OF THE SIZE. THE REPORT SHALL PROVIDE THE FOLLOWING INFOR`1ATION; B NOT USED INDICATED ON THE PLANS. STAPLE GAUGE, CMOM WIDTH, LENGTH AND MATERIAL PROPERTIES AS WELL AS ALLOWABLE LOAD6 5, CONCRETE EXPCOEO t0 WEATHER SHALL HAVE 1 1% AIR ENTRAINMENT. FOR SHEAR AND WITHDRAWAL. 1/16' PLT". (MN) SNE<NTHING Ibd COMMON + Ibd • 3' Of;. 1/200 A.Z. • b. SPECIAL INSPECTION IS NOT REQUIRED FOR 3000P81 CONCRETE MINIMIM FRAMWx NAIL 6C410ULE SHALL BE PER UBC TA15LE 234-15-1. C ONE SIDE ILV NAIL6 vo 4' Q.C. 6TAGRD. (TOE NAIL) 32' OIC. R 2. NAIL HEADS AND STAPLE COWN& &"LL BE DRIVEN SECURELY FLUSH AGAINST SHEATHING FACE. b' OrC. EDGES 4 12' O.C. INTO SOLID (EMBED 11) FIELD FRN_MING L REINFORCINGC BARS SHALL BE NEW BILLET STEEL AND SHALL 01`4;rR`i TO: NAIL HEADS AM.> STAPLE CROONS SHALL NOT CIE OVER DRIVEN AND SHALL NOT PENETRATE 1/16' PLY. (MIN) SHEATHING 1615 Cc7fti11BN + &IMP. A35F 1/2'♦ AS, • R RC�I A6TM A&M GRADE 40 FOALL REINFOT 6HEATNING FACE. 2. REINFORCEMENT 6W,4-L BE DETAILED, FABRICATED AND PLACED IN ACCORDANCE WITH ACI CODE 30 S. SHEATHIING NAILING SHALL BE AS, Rs XL0111EDCGE6 4 12' OZ. FIELD BCX,ID 6: D ONE 614E U1/ NAILS • 4' OG. 3' LIDOr- INTO ! 12'oc. 24' O.--. (ENDED 1`) AND AGI MANUAL. 315, UNLESS, OTHERWISE NOTED. ALL REINFORCEMENT SHALL. BE FREE OF A) ROOF 6HEATH i% Od AT 6' O/C- AT ALL 6UPPIORTED PANEL EDGES F RAMll,k•G L006E MILL AND RUST SCALE, OIL, DIRT AND COATINGS, OF ANY MANNER THAT WILL REDUCE Od AT t2' O/C AT ALL INTERMEDIATE SUPPORTS 1116' PLN. (MM) 'oR&ATHINCi 6MP601J A35F dRMPSON A35F I.?'♦ Alb. • ---_ BOND. ALL REINFOR,iC.lEl"INT 16 CONTINUOUS WITH ADEQUATE L.AP& B) FLOOR 9HIEATHINGr GLUE 4 NAIL W/ Od RING SHANK NAILS • E 014E &PE W/ NAILS • 3' OG. • 12'oc. INTO • 12*oz. ib' O.C. 3. RENT SHALL ISE SECURED IN FOP" WITH 8UITA15LE TIE6 AND ANCHORAGE TO PIIaEVIDIT DISPLACEMENT, BARS ADJACENT TO EARTH 3HAL•L BE SUPPORTED BY CEMENT MORTAR CUBE+*. b' O.G. AT ALL SUPPORTED PANEL. EDGES EDGES 4 12' O.C. FIELD SOLID (EMBED 1') 4. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR NE!N'ORCEMENT: 12' O.G. AT D.LL INTERMEDIATE SUPPORTS _ FRAMING I • A) CONCRETE CAST AnAINSt EARTH 3' C) WALL SHEATHIPYi: BLOCK ALL EDGES WITH 2 x 4 FLAT NAILING INDICATED ON 1/16' FLY. (MIN) SHEATHING SIMPSON A35F 61MP80N A35F V2'♦ A15. • SEE NOTE B) CONCRETE FORf1ED AND EXPOSED TO EARTH OR WEATHER IHy' DRAWRKs8. NAIL PER SHEAR WALL 6CHEDULE. F WV NAILS • 2' OG EDGES 41 OLID. INTO � 8'a G. t2' OC. 9 BELOW (4 12' O.G. FIELD SOLID (EMBED 11) 5. PLACE 2'-0' x 2'-0' BARB AT CORNERS, AND INTERSECTIONS r'OR WALLS AND R'OINDATIONS EQUAL N 4. ALL, BOLTS AND THREADED RODS SHALL BE A301. ALL Pr01.TS ANMD THREADED F40D8 SHALL. BE __ _ FRAMING __ _ 61ZE AND SPACING TO HORIZONTAL. RE001COCIN& PROVIDED WITH NUTS AND WAbWERb AS REWIRED, STANDARD WASHERS SHALL BE PROVIDED 1/Ib' PLY. (MIN)6HEATHING SIMPSON A35F 61MP60N A3'SF Irl'• A.B. • SEE NOTE 6. REINFORCEMENT SPLICES, SHALL BE 32 DIA. (24' MIN.)LAP6. AGAINST ALL WOOD CONNECTIONS. G 150TH SIDE W/ NAILS • 41 O'o% INTO • b'o,c. 12' O,C. 03 BELOW TWX DR40"AV YX 6)" 1. UNLESS OTHERWISE NOTED, DOWEL CONCRETE WALLS TO'FOOTMG WITH BARS OF SAME SIZE 4 5, J016T HANGERS, HOLD 00", AND OTHER FRAMING ACCE660RIE8 SHALL DE MANUFACTURED 3' OL. EDCsES 4 12' O.G. SOL.1D (EMDF.D 1') ,V 3IG/i4W AMto 6PACNG AS WALL REINIAORGETMENT. BY SIMPSON STRONG-TIE COMPANY - &AN LEANDRO, CA. ALL HARDWARE 18 TO BE FASTENED FIELD HRAMMCs _ DETAILED OTHERWISE. PER MAAMFACTURER'b SPECIFICATIONS, 'JN.O.. 11I&I PLY. (MIN) SHEATHING SIMPSON A35F 6MF80N A35F I/2 ♦ A.B. • SEE NOTE 6. IF NOT DETAILED, SILLS AT WALLS SHALL BE BOLTED TO CONCRETE WITH 1/1' DIAMETER AhIc"OR DOLTb H BOTH 61DE W/ NAILS • • 6'o c. INTO r 6'orc. 9' OAC. 9 BELOW MTAL, 14 A= C W#410 D 7111MMM EMBED 1' MIN. INTO CONCRETE, AT 4'-O' O.C. MAXIMUM AND WITHIN 1'-0' OF SILL MATE ENDS, CORWERA 3' OAC. EDGES 112' O.C. 60LID (EMBED 11) 1. METAL PLATE CONVECTED TRQUSSEb 6WALL BL DESIGNED AND MANUFACTURED IN ACCORDANCE OR SPLICES. FIELD _ FRAMING 11110_ WITH 'DESIGN 6MCIFICATION6 FOR LIGHT METAL PLATE CONNECTED WOOD TRU66E6', TPI-24 46 1. LAG BOLT AND SCREW FA6TENER6 SHALL 15E INSTALLED INTO PRE DRILL_EC :401_96. THE DIAMETEwc 1116' PLY. (MIN) 6HEATHIN(a SIMPSON A35F SIMPSON A35F Irl'♦ Aa. • SEE NOTE PUBLISHED BY THE TR IU66 PLATTE INSTITUTE ANO SHALL BE DESIGNED FOR THE FOLI.OWMG OF THE PRE DRILLED NOLE6 SHALL BE 10% OF THE FASTENER SHANK DIAMETER IF FA6T"M I BOTH SIDE W/ NAILS w • 4t1i'o.c. INTO • 41Vorc. 6' O.C. 9 BELOW MNIMU'M LOADS: ARE DIFFICULT TO INSTALL DUE TO EXCESSIVE TORSIa' 'L RESISTANCE, USE LUBRICATING SOAP 2' O,C. EDGES 4 12' O.C. SOLID (EMBED 1') As RXJF TOP C440 4W :5 PSF LIVE LOAD TO EASE INOTALLATION. FIELD FRAMING 12 PSF DEAD LOAD 8. MNIMIJM FRAMING NAIL REQUIREMMENT SHALL BIL' PER RSS1 UBC TABLE 23-11-15-1 - -` BOTTOM CHORD b PSF DEAD LOAD TOTAL LOAD 43 P8F • SELF WE KsHT NET UPLIFT (WIND) 5 PSF -vf) 5 D: DRIFT ��•''+' DESIGN FIRST (2) TRU68ES AT LOWER ADJACENT ROOF FOR SNOW DRIFT APPLIED TO TOP CHORD OF Ibb FW IN ADDITION TO &40U 4 DEAD LOAD& NOTE& DESIGN ALL TRUSSES, WIT1; OVERHANGS FCS 50 PSF SNOW LOAD AT CdERHANCaING EAVES 1. SEE bTRUCTURAL. NOTES FOR NAIL SU156TITUTIONS. SHEATHING TO BE FASTENED IN ADDITION TO DEAD LOAD6. W/8d C41"11'MON WIRE NAILS. 2, THE TRW,466 MANUFQ--TURER SHALL SUBMIT DESIGNS, STRESS DIAGRAMS, SHOP DRAWING6 AND 2. ALL PANEL UNSUPPORTED EDGES SHALL BE BLOCKED. CALCULATIONS GEAR Ws TOE STAMP OF A PM016TEW-0 PROFES61ONAL ENG114EER IN THE STATE OF OREGON TO THE ARCHITECT AND ENGINEER FOR REVIEW. 3. PANEL FRAMING INTA, SHALL BE f E" 1"IDERB SHALL FF 3T NOR'To FALL. ON LL. OR D__THICKER AND NAIs MEMBERS, OR LS EACH SIDE 3. TWE TR.L80 MANUFACTURER SHIALL SUPPLY ALL HARDWARE, ANCHORAGE, AMID METAL. SEATS SHALL DE STAGGERED. RlEQUIRED, AND SHALL DESIGN AND INDICATE BRACING REQUIRW-D TO BE SUPPLIED BY THE GENERAL �uail HollowCONTRACTOR.4. LOWER C 4OR DS &HRALL ME CAM15ERED TO PROVIDE FOR DEA'-) LC,�» DEFLECTION AT GYPSUM 4. bd COOLER NAILS OR EQUAL SHA:.L BE (MIN..) 0Y192 DIA x 11A' LONG W/ 1/4' HEAD. BCC --ECEILING. Townhomes 5. ALL LL CONVECTION PLATES SHALL DEVELOP THE KILLSTt•ESlN IN MEMBER WITH A `lINII'1lX"1 TRANSFER AT ANY MEMBER OF 2000 LBS. AND MINIMUM SIZE OF P.ATE6 OF 3' X$-, b. TRUE& SUPPLIER SHALL INSPECT ALL THE TRU66, 5RIDra1NC+, HAW-vEWi, 511-OCKING U.EEB STRFFENERB C AND AI-L OTHERPRIOR CONCENTRATED LOADS RIOR TO T1Q1R8�'3 FAP.ARIGATION. `- _- �"fVLDVWVVrTj� EDULE I. FLOOR FRAPMW_% DESIGNATED 'T'%A-JOIST', TJ1' 'PSL', 'LL,L' &aA L DE THE TYPE AND SIZE NOICATED (f� I S for DRAU*4G6, AS MANUFACTURED BY THE TRUS-JOIST Mac'MILi-Ml CORP. WESTERN DIVISION, ol 1•IOL,OCXL 1 ATTAC41EJ�1T CONI�Rb PORTLAND, OREGON OR APPROVED EQUAL. ��IDIi�(�� 1!!E, 11.9-C2. J016T SUPPLIER 6HALL SUBMIT DEbICGN C.ALC2ULATION$ BEAFNNCG THE STAMP OF A REGISTERED R°R00FES610NAL ENGINEER N THE STATE OF OREGON TO THE AF C 41TECT AND ENGINEER FOR REVIEW 0 NOT REQUIRED 3. TRUE-JOINT Mact,!ILLAN CORP. SHALL SUPPLY JOISTS, BRIDGING, HEADER HANGERS, ISL.00KNG, NOTCHED PLATES AND OTHER AC-CE66ORIES NEC:E66ARY FOR THE PROPER ERECTION 1 MAW= ' 1 FIN ORMtANCE OF THEIRO PRDUCT. 01)-16d NAILS • TOP INTO 05L. STUDS 4. T-J TFLI"E8/JOISTO 644ALL 15E ERECTED AND VWDGED IN STRICT AC:CORDM: I CE WITH SIMPSON MOT48 4 (n)-16d NAWLS • BOTTOM INTO DOL.LOO 1 u�O1G 1�Q MAMPACTLOWR'& INSTRUCTIONS AND SPECIFICATIONS. WHOM 5. LAMINATE MI.ILTIPLE TMS-JOIST6 WHERE INDICATED ON DRAWINGS AS PER TRUE-JOISTS Fl3EL (CENTER AP ON REC01,1 MENDATION6. FLOOR CAVITY (34 TOTAL L NAILS) b. CA MR ALL JOIST& AS PER MAMPACTURER'6 REC4M`1ENDATION6. 1. IF J016TS OF OTHER M"WACIURE ARE PROF'O(AD THE JOISTS, SHALL HAVE THE GAME DEPTH, ON 2 81MP80N HTT22 (32)- Ibd NAILS INTO (2) 2r.4 PCIdST SEE DTL .1/642 C 01TER SPACING, 6TIFM 66 AND STRENGTH AS THE JOISTS, 6HOUN ON THE 7RAUPWj6, 00 SHOP DR4UNNG6 SHALL 15E P11111OVIDED. --- - _ • 3 NOT USED --- 4 (2) Sif1P5'JN MST (11) - I6d NAILS EA. END Clz EA. SEE DTL 1/84.2 SIM. STRAP INTO (2) STUDS/STR/'.;-. �� L NOTES 5 (4) SIMF*30N MST (Il) - ibd NAIL EA. END OF E.A. _ 1. ALL UNSUPPORTED WALL PANEL EDGES SHALL 15E SOLID BLOCKED. STRAP INTO (2) STNUD6/6TRGP. SEF DTL '1/842 _--_._ - 5/820 TWAEADED ROD W/ NUT • EMBED Y PROVIDE 'S DOWEL W/ 2. &HEATHNG ON SHEAR WALLS MUST EXTEND DOWN TO SOLE AND /OR I•IUD &L.L PLAIDS 6 SIMPSON HD5A ENT" EPM5FD 1'-6' INTO GONG. (2) 1/6'♦ STD. HOOK • EA. LOCATION. ]��qJ�• AND SHALL NOT 15E INTERRUPTED BY ANY PORTION OF ANY INTERSECTING WALL, AW1 BOLTO INTO 4x POST LAP 1'-4' 3. WALL SHEATHING SHALL BE T=063F NAILED' TO ALL WALL MEMBER& WITH HOLDOWNB 5/8'♦ THREADF-D TROD W/NUT • EMBED PROVIDE b DOWEL W/ ATTACHED TO THE=M. 1 SIMPS50N HDb/ END. EMBED I'-6' INTO CONC. (2)1/0'6 STD. HOOK • EA. LOCATION. - -- 4. WALL 6HiEAtNING SHALL. BE 'EDGE NAILED' ALONG ALL TOP, BOTTOM PLATES A301 BOLTS INTO 4x POST LAP 1'-4'ATE6 AND MUD SILL AT FOLMVDATION ---- 1/8'♦ THREADED ROD W/ NUT • EMBED PROVIDE 05 DOWEL W1 -----_ 5. ALL PRODUCTR SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S, 8 SIMPSON HDSA END. EMBED 1'-6' INTO CONC. (3)1/8'0 STD. HOOK • EA. LOCATION. SPECIFICATIONS. A301 BOLTS INTO 4x POST (2 TOTAL) LAP 1'-4' pow• 1/8'♦ THREADED ROD W/ NUT • EMBED PROVIDE `9!5o DOWEL WV NOWE PROIQCT' SIO. b. T LESS THAN 9 FROM ENDS OF SILL PLATER. 9 SIMPSON HDIOA ANCHOR 0MOT ST 159 HAVE 2 ♦ WASHERS SHALL 15E LOCATED WITHIN 12 , 15U7 END, p I'-b' INTO CONC. (3)1/8'0 STD. HOOK • EA. LOCATION. 308.0.-- NO, A301 BOLTS INTO 4x "06t LAP 1'-4' I. ALL ix SOLID 6AILN MULTIPLE MEMBER BEAMS 6WA11 BE NAIL LAMINATED TOGETHER I - --- WITH (1)ROW OF Ibd ALONG EACH EDGE ENTIRE LO GiTH . 12' OC. CLENCH ENDS I'♦ TH;VZADED ROD I.W NUT • EMBED PROVIC_ 'S DOWEL W1 pROW n OF NAILS. PRE MANUFACTURED I EMIMER6 SHALL Of! NAILED TOGETHER PER f0 SIMPSON 1n014A END. E146rT> I'-9' INTO CON--. (4) 1'♦ 67D. HOOK • EA. LOCATION, MANUFACTURERS REGiUIREMENTb. _ A301 DOLTS INTO bx POST --� LAP 1'-1' � STRUCTURAL R>`x. SCI NOTE: crME: RIS I. DBL. STUDS SHALL BE LAMINATED TOGET14ER WITH I6d NAILS • b' O.C.'kULL HT. (TYPICAL) 2. SEE DETAIL 5/643 FOR COMIPOSITE POST CONSTRUCTION. CAN BE USED AS, AN SHM NO. ALTERNATIVE TO SOLID SAWN 4x OR 6x POSTS. 3. 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DWQNG lsssttes: DATE: I I i I I I I j j I I ( I I I I I »s>HG MOT svelMAL 6/10/99 II 11 f l I I i I I I I LJ I I I I � � I I I I �'� I I I I L� I I 5 I I L-' t 1 I I I I I I I i t I I I I I LL– IL 64.1 IJL____ _J __- _— ____ _ _J L _—__.J __.J L______J L__J I I I I I ir'------ r-----, - ------- --, -------- r-_-� _—__---- r--� ---- --- --, J L--J J L______J LJ L_____ _J LL — I I I I I I I I I I I �— —` ----------___----- -----•---- J ti rj � r' '-1 r 1 1 I I I I I I I I I I I I I I - f r� I I I I LJ LJ t_J LJ LJ f LJ I I • LJ LJ lsEYiSiONS: DATE: 01/10/00 FOUNDATION PLAN BUILDING TYPE N SCAM " BUILDING 11 =_ FCE PROJECT Nn. Plan Notes 39'%•0-99 I. VERIFY AL_ DIMENSIONS WITH TW ARCHITECTURAL DRAIWNGS. DRAWING TITLE 2. DETAILS ON THESE PLANS ARE INTENDED TO DEPICT TW GENERAL C0NDTRUCTION PLAN: METHODS FOR TH16 6TRIXTURE. �CTION6,DETAILS AND CONDITION NOT SPECIFICALLY SNOUN T14AT ARE SIMILAR TO TWOM THAT ARE 6P C44M SK4LL BUILDIh�� 'TYPE D2 & DE A68t,Jf'"!:D ONE AND THE SAME. IF QZSTI" R6GARr>NG 71e API•LIGATION Cr DETAILS W NOTWY T1E A�,IITECI ENGINEER FOR T1IE N FOUNDA'T'ION PIAN CLARIFICATION IN A TIMELY MANNER PRIOR TO� O1ENIN 3. 6TEP FOOTING IF REQJNWD PER DETAIL 12/641 SCALE: V8"•�-D' zo. PROVIDE CONCWT'E SLAB OVER 2' SAND OVER vAriOR BARRIER OvM 6' (MNII'" JIM)COMIPACTED C"WD ROCK AT NTE WR COPDRIM* SHEET No. 5. CJ. -NDICATE6 CONSTR�1=M ,TONT, Oft DETAIL IV641 i O■rl IMrw 1lrrat•oil Nlan•a S2 * 6 NM~ f Net M . y M74• _r 11% •mw. o r,•G.#RVS+ . ,saw r, e.w;". - y IaLY w z- ` 6 at 10 12 14 16 <. -lilt IIIIII! 1111111 . LI . ' f1�ll iilllli 1111111 !IIIIII 111111 IIIIII IiII! 111011 lilllll�lllllll IIIIII�liiillll IIIIII 1111111 1111111 1111111 1!11111 11 `� � .. ... .:__. •'% - :, a p,. I , I dlnnl► Ilnhfn11R��mdt�lt{IInOn��unhi�111111�'11nl1�i1i�I ilN�ilullhlIndtlmIlIIOIi� , f a. n , r d' 1 • "•-! 1r./IIII , r .. •*1l1 .IW!]aytJ".NJO .. ,. ^... ..a • . .,� .•ice ..,,. 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I 1 1 rI I I I _ I f l f I I I I I l I ' I I 1 1 I I I 1 t l I I I 1 r-i 1 1 Ti(�I!J, Oregon I l lei II l i I I 1 1 I I I I I I j ' I j Browns Lone Homes, L.L.C. I I I I I I I I I I I I I I I 1.7.Jf ` ate' I II I I I I I I I I I LI rmtt somum s/to/sem____ _ ___J L !J L------ =— ------- L__--,—J L,_J L__—_ 1._. _ -------- __J L__J I . I I ! ! L.J LJ LJ LJ I I I I LJ LJ LJ 1�aot�: a►�: 01/10/00 FOUNDATION PLAN BUILDING TYPE X — scNM 1V°�'r� BUILDING 12 & 14 --— =---=-- — - .- FCE PBO,IBCT No. Plan Nates 308.0-99 I. VERIFY ALL OMMIONS UATH THE ARCHITECTURAL_ DRAWINGS& DRAWING TITLE 2. DETAILS ON THESE PLANS ARE INTENDED TO DEPICT THE GENERAL CONSTRUCTION P'! i�j �1�,T0 TMODS FOR THIS STR1JCTLlRE. = NECTIONS, DETAILS AND CONDITIONS NOT .C.!<Y7►id 6PECIFIC4LL.Y SWMN THAT ARE SIMILAR TO THOM THAT ARE SPECIFIED SHALL DDy� OE ASSUME[? OPE AND TSE SAME. 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ALL 011WIEMFLAMM- 1 I I I 1 r1 f 2x4 ,• 160 OCG. I 4' GONG. SLAB I 1I I f I I 11 •7 ; �M Ux. f ON GRADE I (2)2x12 I 2xI2 STANt STR� J L_- -1 r I r r I (2)2x10 DF- 11V • K'o� I Tyr. (RIOT lS"a" I I 1 I I 1 I ami 1 1 e 1 _ - 1XT' • L.'MIDa (2)2x10 DF. 1 I I I I ,� I 1 . lIIIII1t � s 1 1 j j 1 I n 2,Al2 slow OIG. I I 1 APPIPLICA ME TYP !S42 . g 1 84.1 • �y I 1 f I f� O 11 I TYR 1 1 ? I I I 1 I I 1 2X6 • Q°OL• -��• 542 '.142 ' I I I I 1 ENTRY L/M M L----------------- I -------- I I 1 _-_- L 6x10 ----I L 4, 6 -------------------- r= •�------- --, - - - D" 1 1 G G I I 1 642 F F D TrR! a I 9 SIMP.MST4a 1 1 TYP. !s t3 1 342 .1 STRAP 64.1 I I 1 1 L--------------J 10 SIM- AL ' I I 84.1 �/>mn0 I I I I s---- -. PIEGAST CONG- /�STAN!TREADS, IM APIM 9 54.1 low I �'• 30.0—M 0 AUMM TIM LEVEL -1 FOUNDATION PLAN LEVEL -2 FRAMING PLAN LEVEL -3 FRAMING PLAN ROOF FRAM NG PLAN = SCAM V rwr-W UNIT A-N SCALE Urall"O Uw A•N SCAM v4" -W UM " SIC"wwr ww" UNff A—N FRAIMG MAN IN 5391 rmmcp_ zr y Fa OW PQ I? 1 A .', �h I ' .: } IIS IIIII 1114,1 IIIIL lllllll ifffij _ ,. 1�. � � Itltli llllilf lflllll lilllll li 111 fl l 1�n>4�t f , I , . rim �1 �Snrrl rllrrrll�t - - -- , .. zae....•.rr..+r..�:. . +r+,e_+.•,�.v.wi.¢rwu. ai.,e--++..:_n-. ,-,..•w.nw►..:.-:...,u+., ::, ,, _, jt_ .. s.1j6`, "� sbnw.'l�;V�:yrq u94Yi+A�e1.`pv'": .. ,. �, . .-frWir ��i°'Sy+la...,. 'a4wAPor"rr-+.^ -"art- ., ..� !'M.X.MAtr•.v'n.M�'.t "MAII@r�wn y E Plan Nates r TAiQC 9%& 1@ ALAS L VILXFY AL-' DII'ENSKNS WITH THE ARC"ITECTURAL DRAWWj6_ 1W Ir&we At W vft9p 1W Ql�lop 2. DETAILS ON THESE PLANS AFE MTI:-HUED TO DEPlC7 THE C#7A�tAL GqliG �T1� TIL81 P'ETF10Db FOR T14I6 6TFUCTURE. CONdECT10N6, DETAILS AND 00ND"1011 16 NOT AND 6091M 6PEGFICALLY 614011N THAT ARE SIMILAR TO TH06E THAT ARE 6rt'6GfWp SFLllILL BE A661I`ED ONE AND THE SAME. IF CL1E6TION6 REGAFDNG T1E APPLICATXk OF DETAIL6 ARE ENGOUhITE-RED,NOTP'r THE ARCHITECT / FOR TWE ' CLARIFICATION IN A TIMELY MA 4 ER PRIOR TO DID OPI3 WiL 1 pIr p I:r 1 rs 3. IhDICATE6 664EAR WALL TYPE, SEE SHEAR WALL 6C44EMM ' p s M r - p 6DICATE6 HOL.DDOUN TYPE, 3EE HOLDDOUN 6CHE>X1_E, 4. C_7 INDICATES 2x WCOD STUD WALL. r D. r NDICATE6 2x WOOD 6TUD 6HEAR WALL. 110 LIEVEL ----__ ' r b. STEP FOOTING IF REGURED MIR DETAIL 12/64) OLAD I I T. PROVIDE CONCIIETE 61-Ab OVER 2' SAND 0%-'-R VAPOR oAfetER OvER R ! 1 6' (1"IMrl")COPPAGTED CI0,16WO RICK AT INTERIOR CONDITICH& SM AIL AINLJWROI UEVR -2 P FL a. ALL TOP a 6PLKZ6 SMALL BE A6 6WOM ON DETAIL 10/642 UNO. oN PILAINIL 1 i 9CJrE W~1 M /11/1 N S R G-GLG I! Brit" u""y CA.� y, b"DiAfac nRACE Ac.c� eaffah OF J016r_ Put 11911 Sftmd Avmme, Spite 1010 i dxir tXEP ( I 4"PST 11k s r�Tri► fif1lP I6AIL. TO ALL IsRAPIIING seine, tad"gtoetll 0101-2m C' 'IET>� PIlR- I I ; 13FIC-Pb6T CAP- • IW (2) Wd I'lk lfwoar. 1200) ,W7_ 0 4"row III/ 1 1 19c4iE CA �- -� 1 I J 2x SPACED DECKDO s lraE (20i) 4dZ'-'012'7 1 • r._______J I • 1 04 TOP aF J010T6 b9t1Y 2W.W&VKN>I� �6ALIl Q� s �A!FTG a r-J `-1 , 177E 1�.6 L»68!tl/ �i'a 1 6 SR IPS. P16T31 I 13 D 15 D !QI-7M FIYt IOI'i�tA'> T YU I , t3 ! TYP. Tom• +EAD9E�O!■*Ir71WiL •',Ar'O� �. a L/rCs DQ-7'!6 .24.OG !S S4� STRAP '� 541 1 54.2 ! M-at•E4�C 0W. 1 94.1 94.1 I atiMDO1W IKCO 60D FR�M'!rs IiN MNLL>� !E C '"- -3 ------ ---_------1 ----- 31Sixn� TR ik'1ER6 6L Aw li if I I 341 1 ! 1 I SOLID TJI e"Yx. li G I I 1 1r 1 i i • 48' O.G. �% 1 If I� I ► 1 r 1 � � • ! rl WALL . FTG.FOR '` r�e ALIGN JOIST ABOVE W/ A i! OP7. 3TOIQA�GE !Q!"1. � ; :•-Q�'x2'-6•x12• 1 ' g 1 I 1 ;' 1 SOLD t'3L1CYs =I� „p SHEAR WALL BELOW j1 I SGt FTG. W/ (3)- i 1 �► 1 UNDER SIALL (EDGE NAIL ri001Q 1 � f; Z•�,�,�.k�• 1 101 BARB EA WAY I 4 r 1 A 500E TO JOIST) - sa uu (3)- I / a .Q 1r�DRAIN"AFE vC� F 5EAl 1' NAM EA WA,- I 1 1 642 1 / �' �. U I I , J 1 11 t~►C1�T1E 6� ARGN FOR 1 1 i ; r ��IIIRIrt, l� 1 MM.(3)6TUD6 • BEAM 1 awl li .-_*"kX4AL STORAGE RM. I 1 G I i 1 T "Ixll� PARALLAII PSL GIRDE TR1186 `O 15AT2 I I I I I 8 OMIT FOR �w- �... - - - --- - •-- r y OPT, W. -------J 1 1 14 �� 11 I 1 S42 F ALIGN JOIST IIV SWEAR 342 �� IPDICATM 2A6 � `�� 1 WALL EDGE PUL II WWERE1 OVER PRAHNG ?S !' ---- -----•� 1 1 1 2 FLOOR TO JOIST APPLICABLE S43 ONIDr'q� a J/1 1 AL.1GN J016T ADONE (2) TJI/F'RD- 330 j1 I 1 34.1 1 .. -- 11 ; 3wEJtR Y+pLL 1l511.Or 313x11111 TIN1DE1 (STRAND ---- Q II I I 1 I IELi1,E�i41L NE4�R 1 (EDGE MAI, FLQOR 4x4 POET W✓ EPC LSL f---- i------- ----- -----, 11 1 1 2 1 W 91EA tN i TO JOIST) 1 r l P06T CAP' I a - II 1 >6 • t3J 2 mO / _ I /x 841 P_ 'I I it , i �._, ; APrL 5 1 ,rlcllA!Il�o•Ir�elvalE 11 O ---- 11 _=, - 11 I I I 642 p ! I , I 1 1 1 3 I 5 ( I I 1 1 / I T'I P. ALIGN T I I I 1 I 543 • E.t V OF Quail Hollow 1 I A I OPEVs A • Townhomes ' 1 1 O 1 l ilei8l�-2! 1 U 1N O 1 --- -----_ !' ! I I 54J .,.,,,I 2x.4 6TtD6 • 24' OG. • li , 1 ! t (':)2x10 DF, FDARTYUtAL-L • 31RD FLOOR � � � + �n 11 , I 1 p 1 Y. O01 11 I I 1 1 11 �- ALL- m��- for 11 2!D 6TA� 6T1�GrEM., 11 2x4 • 16' c�L- 11 I , 41 r 1 TTP. (Mor Siwuv —�i /F'�• � � � Brownstone Nomles, L.L.C. 1 1 (� t �] 11 I IIV"TE8 2x6 h W COWL. GLAD 11 oul GRADE 1 ! I I i � li ! 1 1 %� 1 p 1 iTl (2)2x10 r,•F. 2x10 • I(s' OZ. ( � _ OVER FW,4MWx Duvet IS�L4: iflul: t1 1 1 1 I p p % S - ----�- --- TYP • LANDING - I4 1 t 1 1 r p 1 II►EI�E 11 TYP. , NUEAM F f 81111 TSL 6/10/0 M'' 841 p p 1 AfTLiryr c 642 1 I -- TTP. u tt 61I►'tfF° ml6arr�Id1 � 1 1 � 1 2xi� • Q-o,w • '0 1 I T7P. � g4� �`- 1+ I 1 1 I p � I 1 l�li1lr Lam= ,� • 11 � � ----------------.-•-_� - -------- j --- _ 4x6 ---------- i- �'.;__ -_ _i �` I �r� p I 1 • 1 � 4 F F` 12 1 3 p s !s TYP 64.2 -- 9 I I 2 ; 2xb • *8 OG. D D - 34.1 1 1 1 I Al I I 11• 118N610113: KIM I i � � 1 01J10/00 ! I - OrAll!T1EAD6 SEE AMR 9 54.1 FCB PNOJF•CT No. 308.0--99 DRAWING TITLF Ma -1 FOUNDATION PLAN LEVEL -2 FRAAAM PLAN LEVEL -3 FRAMING PLAN ROOF FRAMING PLAN PLAN: sow'r4">al'•ol' uw A•S 9C M wN4r am" SCAM VOW-W um" SCAM vl'ar W UW.44 UNIT A — FRARING PI�.l�I SCALE: +�'•r-o' SHIN No. orM.tr. rtr61111wra S 3) . 2 met w' 10 12 fall f6 ILII WWII ILII 1 1 1 1 1 1 11111111 1111111 I( I I III III I I Jr, ! 1111 1111111 111 I I I II I I I Illilll 1111111 1111111 1111111 1111111 1111111 Illilll 1111111 II ` f, �! ill� tlt�lillltiillltll�t11111�� tl� T t - - Inb 1 11!11'1 11111�1�1111 luh 11 ry t 1 `� , 'bns. �r•s wwr.ww..w....•.r - • - .... ... ,w, ..+,+.rM:-.x�� BF,.•++�,M•r^—•. . .«. ..-..r.i - +r„w......v�+swr «vhth[. v.- .. 11�. __m:wvavnat. .. .-we.ru.rF•�W�• . . .. .,.. • ..rr...-......i.:.►.:.+�rsw•r..— -w .-n•.ar-•a .,,. ... �. ..��...�«..4... ►. ewe»„ .>,, .. ., •�: ,.....,... ..w,._ ,.-.... -,.. Vt.1r►•+• _ '"'Ally„”-"""'o' '.yrs• I Plan Notes 1• VERFY ALL DIMENSIONS WITH Tim a& 2. DETAILS ON THESE PLANS AM NTS To riomC>f IM GIDtpTAL METHO06 FOR THIS 6TRiJCT13iE_ C'JhA6CTiQA3 DETAL-b AND Ga am 11110 at+l 6PECFiC4LLY SHOUN THAT ARE "I LAN t9 IWOM 1111A4 ARE SrlECWMp BE ASSIl1'1ED ONE AND THE SAME F 0"T104 INEWsanxIft U& j#mp% C"M Cp DETAILS APE ENC.OWTIFJVE[7,NMIFY TW AI�CT/ IFS!TILE CLARIFICATION M A TM-ELY MA##&n lg1t To op CpWdNrML 3. INDICATES SHEAR Ua&- r } -, GM 6W-AFt aM1i.IL/OIC IE. INDICATES WOLDDOWN Tti•!"E, am"OLDMuk _ 4. G7 INDICATES 2x WOOD ETW WALL. 5. ® INDICATES 2x WO00 OTUD OWEAR S A.L. 6. STEP FOOTNG IF RECLARED PER DETAIL UAW 1• PROVIDE coNciomm u-Ao ovm r &mp ovm /Ann moil a owm 6' fMIN1"KT"I)C.d'WACTED 011101600 WAMX AT 0119111111111111M Ci01 AM%Xi O ALL TOP M. SPLICES SMALL BE A6 s HOM ON DETAIL. W04A Upia CH FLAW GG ""aftft mw IW~mom" "Aft QwvIW /letup Im fi�wllll *MM.ftw law A' TWIGK PATIO SLAM amok. m1'Im Uj/ 12' WIDE x 16' DEEP IIbow_ (m) qr-mo 4 POST 1;;/ CB THIGCIrNE"sD EDGE. = ) 7 POET 0"AW -� RE INF. Wi (2)-04 TOP + cl \� AND MOI TOM TYP. EXTEIRIOR FTG= __ 13 IS p 1 WxWxCONT. W --------- - ------'- / � 34.2 TYP. ! � f2)-04 B.41ES CONT. I , ,,�--, yf�R"` ----��"'• �E'�ILit�- ------------- AddhW - - -- -- _ I--- ------------ —, I I TYP. I i 1 1 1 34.1 I I UXID TJI 1 I L--- ------------� 1 OLK'G. jF I I 1 • 4E' O.C. b 1 F==+ ALIGN JOIST ABOVE W/ 1 1 F I l � � ' SWEAR WALL BELOW IV 1 1 • (EDM NAA L FLOOR 1 i 2'-6'x2'-6'x12' 2'-6'x2'-6'x12' 1 ��'• -4 1 T'O JOItTN') _ ! 6Q F76. W/ (3)- SGS.F•TG. W/ (3)- I I /t: - 19R •11E��DIIF'1E�:. I •a BAI6t8 EA ulaY 04 MARS 1=A WAY. + ,� ' - � � - r I 4 � 1 O 1 t -, T% (3) STUpb . BEAM I NOTE: SEE ARCH. Fole I '�, � � �. 1 1 OPT'OKAL BONUS RM. I 1 LEVEL SLA15 r UFT. Ml. 0 OMIT FOR 1 ` 1f�/��6LAI1 T ONLY W/ WALL 4 FTG.FOR I aR ► ! UP'T- Pei. OPT. BONUS RN'I. I r___ ------� I t fir- _ WWEM 542 ► \ _ Ia�CJ�TE?S 1� C)VElQ FRt1Nir�s i _4 . r Z3� T".All�- 3ii� AP'F"L GABLE �3 � L�N T"MENOTRAND --- --- --- --- .► N A 1 1 I 1 I �► 54Z I S S i s --- 542 , __ r i -r----- TYP. 1 r I I r I i I If Ar I 1 54.1 A I 643 S Z EA cw um- 110 iffow i I► 43 2 a r i " j m I M • WERE I '}----- I r SIM. I I Nil I Townhomes 1 I 1 I 1 D I off APPLICABLE I 1 I l tP " (! 1 I I I ;34.1 1 i1 M � / 2.4 *Two • 24. OAC. • "" ` PA ITY111/�I„L • 3RD FLOOR ;y 1 I 9 t► ;..,. IF a&Y, ALL O'TWM F1.00146- �: yr 1 I 1 I R 1 i F 274• *0 oic, �• a ti I I 4— 1 I 4' COi�C. SLAB I ( 1 I ► .. i top F I ON GRADE -- I 1 1 �r " . I 1 I •I " i' t�CLCty�t�f,�O (2)2yw aIF 2 . li O G : OVM M 411" 1r. 1 I I 0 1 T l TYP • LAIE7ING ow I 1 i i I 1 est i I 1 s 11p TYP. g I i 1 off, l 1 p I I I I i►+ 1 I p / T °3 I 542 I 1 1 I led �, ( ; �, / I R � 542It tireelK AIP ' ----------------------� - J------- --� T , I G G I ! �- 9 u 5d2 A 1 I { I s , I I I 1 LEVEL -1 FOUNDATION PLAN tl- ��I / ROOF FRAMING PLANFILM SC�1l1r 1/1"+r1'a0" UNT i�N �� ► SCN� WOO um" u ` '—S FWAMM nM SCME: fit ' ' t1. r �IMrn�[NeOl�s S3.3 �.1 w Win✓'" now- 1 s i2 14 16 t —MULM _Aft r, A �I I lld�luuh'il�uidli�unf nliltIlTilu�e�l4la��l1 F fr r 1, a .vfr. sar, Ala �'rvx'sn'IeM ,»w'. ..n.«... ...:...... »srY+Kv s• r 'rW... y-, -. - .. FY. , AdlLb AIM OPEC31MMINWILL T� 49 Q .. s a � r11Ir11aural:a�+P�l� �a 4• Twos I&ATIO st.An w n' tI11DE x Ib• DEEP 50"C"OF JOW UAL 4x4 POET JW C:a Tw k3cmpw LU626 TTP. t"L TO ALL fWArgfWz P067 SAFE ROWF.1W W-04 TOP • DECK W/ (2) IOId"ROL .yp 4x4 P06T W/ EPC P06T CAP - 4x 10 DF a TYP. EXTERIOR FTG: r__--_ -__--__ ___-T ON TOP OF.IIOII!l% 1 1 �'at10'xCQMT. Y1i tdEADER OPTIONAL ONAL '/ Z xb 2iG J. UW WOWS 5 �� SA1 - � 1 Il I TYP. j ` ; l 2)-�4 SAID COW. 1 1 IINNDOW r • LAG DOLTS 16 W Or- -------------- .G.------- -----L -L---- 54J---------1- �� WTO do PwArelta --- - a .�.— *i IiiFF -- -, ;- 4xf, -------- - •----1; 4 I O I 1 1JwcR WALL { �' 2111/ M- '�• • ' _ _ I 2*-b•x2'-b•xn• s•-dna•-bkn• 1 �� ry �p 11 A 50VE _-- iF _ ..- 1 6GFTG-111/ M— 6a Fmp- W/ (3�- I 0 • + !ii 04 SAM EA WAY 44 DAM EA WAY- 61MP60N I ", • 1 11 LU620 0 NOTE: 6EE AICK FOR I !'LR FRAMING I� � � t•11At. (3)SMM Lob 1 1 1 OPTIONAL DO/�ilb RI•'L � I i � --_.�._..,-_ _ 1x11 PAIZ.4l.l�'PSL -_�— (LEb£L SLA15 o OPT. Fru 8 OMT FOR •—•—•-• ••�_- • •• — - �, OPT. 1l1. i 4 <{ ,: << E �--- --- ------� 1 -I f 2 IF. A.LiGN JOST W/ &CAR I ONLY W/ WAA-L I ----1- -- 1 WALL EDGE NAIL OPT. R1 FTG FOR; 1 of — --_---- --11 FLOOR TO JOIbT Jill + I OPT.oOFAIb 1!t I ._-- -----� 1 1 '� 11 I b .�I fi-- -------- i - -----------1 1 b 1 I `�' ALIGN JO ST ABOVE MV � (2) IIS TJI��D I I I L '1 bxn 1JNDER L J &WEAR SALL ME LCMIF I ' 1 '" (E ME MAUL FLOM 1 I I I i Z II (EDGE NAIL 1 TD.low, 1 I 1 A I 0 1 �� 1 94Z 1 jai i 1 (2)2xn I A + YORE 5 1 LEER T ABOVE 1 1 - I 1 I I AP'PLICADLE 842 I-- I 2 1 1 1 1 1 1 1 Mr1R RI � V . S 1 1 �" 134.1 1 TYP S 1 1Amp I j b4J i 1I I I 54J I I V I 1 ' 1I 1- : 11 i I if 1 I A I 1 1 -90 1 1 1 1 1 O I SRV-WN �151M"ON 04 j I I I I I LU6210-2 LUS210 1 I 1 1 1 I 1 '� r j s«a��.• � a ; �� OPEN 1 (2)2x10 DF. 1°6�4[f'r111or11 •311=>Jpl� MP ! I 1 1 I ' t714LT. ill � � 1 1 1 1 I ; X 3 4• GONG° 6LA15 ; 1 1 I I 11 I ; • L.. - b4J ON MADE I 1 U12 STAIR 1;� 1 ; 1 I 1 I (2)2x12 I T`r'P.t111im SWIOR+ID --_J -- 1 I Y 1 l2)2xID DF. 11 + 2AB ti'SiC. WaElE 1 _ API�LIG4DL.E i I 1 I I I -1 -1 -1 f 1 t- (2)2x10 DF. 1 1xt2 r---� 0499 ' 4 1 I 1 I 84Z 0 '�jG• F_ I I 1 342 1 M• n I 4' i i i ti's - I �2 1 ! 1 1 2m. "Ia°D.G• t7�. T� 342 �� - 1 L---------------- - - L------�----A -� zi V -------------------- i ..i------ -i DF19 1 1 1 1 Cs ri I 1 1 �'e842 F >F ME Q -- 9 1 iO ID 6111P.M6T4& I I 5 S t b4J i 3 6TRAP � 1 � 1 1 d43 I 1 L-------------�---i I 1 r------� 1 1 IQ� PImGA6>r cicmr. • I VA11R 111REAM 1 I 84.! !I� AACILN. 1�1 1 1 LEVEL -1 FOUNDATION PLAN LEVEL -2 FRAMING PLAN LEVEL -3 FRAMING PLAN ��iIM�� l�I % sc�vrwr-W uw" sc� WNW uWIT e-s �wwr-r u1111T�s s■�e>,�Illllr u•■R� i lk' �--�: �1. IIL 4A. ry 10 1' i � ti �hl�l Iti�M r.t . R� • .'•71c.: ,I_.... . ^1►'^-^......,,. 'wr..'.a.....�►.........,,.N:rti,,,r... _ _ r— n.,r....ew r�ra+swnma.-r.-... ^ ., -.-.,..._ .. -.s.a.a- ._ __a._..a:_.nw.`(i*#.,,c>+r• 4 �. ;��. art�+rww rMr ,., «. .. ws «.. .► r •�{trsiw...wraa,nw... 1/w".. ._. .. .....may+._'�.�- ST%. ..1 Al i l �K per. 1 1 CS9afiWrW&*. 1 1 19- � i lfi fllA'1 i4t 6111411RAL 1 1 t11E1 s5i i 11#APR.KA71Ar Cr MOM" 40 SCP r 1100041111i pm A0 Ir 1 1 At M�Mr�ii�l�11�/IDd•rwr. 1 1 1 11w&WA*ut^A ovo saw I'vW. Sib_! rt7�k3E 4 .i f 1 1 I A, i er 14 i►.r�Calt>f orf. Alt i rM diti . 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EDGE MAL. �s n `1 1 1 a.«^ TO JO16T sxb OYER- Quais 'Hollow FRAM W(s 1'. ��,� � ,�" r 1 .L , 6 ! a JW C3�- + �l4-A! 1 / A JW�1r�rl�/fw oR � 1 ,�...�.. __ Townhomes 341 1 a £.A.JM*T 1 11 Ir I \ ✓' p I 1 + ,�' 1 1 Ir I I ,.Rr•,�r " � � � I 1/ x 1�......... _,._�0 i ft...,1 Oregm tuft Til/"O- 360 N r 1 a + ► for M 1` 11 Ar�.0,As BomE , C. 'A► M 1 I 1 sunam p 1 1 1 1 OPEN � r JA~ I jj N L + + I 11 II 1 a I 1 11 p 1 L i 1 1 f7a it fls 11yl 2k•+lig"10C N 1 w 1 1 I N 5 1 1 yap _ i O 11 200 vom AO;W 1W,AOWWW"r1 - N 210 fir a r *M%.f'ILMrrd 11 Tor"° AWWWOW O �, 1� i M t 1 j 1 j 1 Sr-aASWr11ri � 1 1 M"tDE!l6TItM� LbL ,4i► I Rte: t 1 LOIttR Fa PfWXff No, �- -- -� 306.0-99 s� 1 t DRA,WNG T11Ur 1 i PLANa UNff C--0 CN—B g FRAMING PLAN SCAE: r�+�' LEVEL -1 PLAN nm LEVEL -3 FRMNNG PLAN sir No. tow CON um CA Km U100" tr.rt a1.M. 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R di w T i .wIr+L1 I� EI+1 1�Mtlwli�ON� O#1M*d*IOWAAL W442 MO.ON PLAN6. 1 GGLO Architecture and Interior Design Limited liability Company LEVEL -1 FOUNDATION PLAN � - 1191 Second Avenue, Suite 1650 sc� V*W.W urr xiliE Seattle. Washington 98101- Phone: (20N) 467-5828 Fax: (206) 467-0627 ffm 4x4 P06T W✓ C S 16'xlo'xt2' T14KXJR EO P06T bAbE TYP. 8L AE) UY l2)-'14 SAME 4" FORST MY ��•�� EArA - F .N WAY M67A-'1fE FAX 6?�-9T70 H'1C row CAP /N 1W MIALL N1110 WIC ■Ot OEIDOI II■ ■ __ A' Tt►M�GN' PATIO fL,IW EM 11161E F/1>t■9• ------------ --- ----•--•--- 1 � W/ Q' YJ1DE x 116' VEEP 1,1,1lM�?YI� 1 T641C/QDCD 201100. t I AES_W/(2)-ft TOP AND OaffOM tJ } I I I 2pr�iCt�O/CAGAMrr ■ i I ■ C�1 *GMP�.IC>MMIr I t: I e ( F f I� 1 IJ 16 TYP. >7 1 - I TYP. 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WAY 1 1 J I AP'PL 1 / � ; .- _ _ _ 1 ......_____- 1 Y^' r r✓:rrrrr s^rr• ' -.x._._. �3�+ln111f1i i I 1 1 1 1 blf'1P60N f"16T3'I •99AA►1 I 1 I I 1 f +� 1''+'� Z 6TRAP I I I 1I_$ r\ I Iljl i f ALtc.N J016T Wv 664EAR 2 '1arIP. 1 I j 2 II Jill1111 It ; FLOOR ,1p18 IL S ,,, 2x6 OvER_ Quail H I I I 1 I I!1 1 t -¢�11�1+►WAP I ' ' - ------- ---I FRAMING 1 d� I I I 1 3'-O'yC3'-dkQ'FTG 1 i !'IhO�C.7G M I�IIOfi _ _---_-- -- I I I CY l3l- dMl6 1 1 111 1 IW 2w�I�Iw df_ rftlrrrrr` �rrrrrrnr4 1 --- Townhomes -A � 1 l 1111 11 �Y irJ --- 1 I I 84.1 r i EA WAY ; 11! I t t� •QiQIti1 11E loll 1 �lIAI7■R 11 Tigard, Oregon 1 I L----, r- -------L J j (2),Bk TA/P1A0- 969 "`t' I for I 1 u'_rrrrrvlr� �� 1 1 4' CONC. BLAQ Brownstone Homes, LLC. I ON 60tADfr IIM. 2rO h/lrt!'YI /� 3��xtR'1� ',1r 1i5+MRiMD I:StL a I I I 541 I t 1 I fYl!<ND{IWi�V 1 11 d I DRAWING ISSIM4: DATE: i I I I I 1 � 1 11 0 1 AUQ.DING PEW SUBUMAL 6/10/99 1 • ��2XIfD ��. IW IM j l 1 I � - I � o ' 1 1 3. La�a� I �c if � " r+■rs s i i 1 i ! 1 1 2xliD 0 Jfr�1✓-�' � 1 I 1 - -- 5 I I I j— 1D I w (2) 2x10 OF, � � - C — L-_J - j j 11 I Tyr. I 1 11 - - - d if 2oA5'I'"10 A20 �011 ri TYP. a I I 1 1 1 11 �- • TYP. OW. ALJ.VUdW-0I 54 2 I I 1 I 1 1 j = -- - I BTRAPMST48 11 842 2r�A• W�• 1 I 1 I 1 1 1 1 11 � L--------------•------ i-----------� L� 11 I 4X& -----------_�-•______---- REVISIONS• —.—_ AT►q: I I rrr lrrrrr 01/1U/00 I G G 1 j i I I I AiIIfR!'L.iM�O6Kir TT 9 1 to m j 3'•. �� ;i I � � I� p v 84.1 if 1 2�V CR • 24' OrC. ! I - j I 1 I 1 I LOAM PIKXV L-------------J 1 I l FCE PROJECT No. ----- 303.0-99 I , OrA W INSAM DRAWING 1ITLE I 1 PIAN: UNIT C--S CS-13 FRAMING PLAN 84.1 SCALE: LEVEL -1 FOUNDATION PLAN - LEVEL -3 FRAMING PLAN SHEET No. SCAM V rofr- '' t1IrT COS K" fGIIE 1/�4r UNIT GS I�� MM tHoMow IMMt tlModN Hon+.. 53 . 6 WT1M0-00!!0.00101 73 of 00 PMR—Mapff""WWI I a 7 1 vry""7 i 10 12 IAN JIB •` # II!!II IIllllf 111!111 1111111 1111111 1111111 IIII�II IIII�� d� d��l �� N � �I Ham. �. - W.uy,Iw,gnv.nT wP.'-^+yiT"—^.! ++veRt+r.1. }, ..1-M:unr1.MNli 3: 1NIIt+ - M -'.a.-'.- - Y.r.►:�_ .:..,-. ... M .._ w•.. - ,A,�w} �aMMIWiM .vM1f'Met ` ..+.. A,. -' ,. ,-,.: .. ... ..,-,,.. .,, avn�W z; tr y 7 Plan Nates I. VERFY ALL DI ENNONS UATH TME ARS' ".TECTIXtAL. DW JL**-,6. 2. DETAIL6 ON TIE6E PLANS ARE "TENOW TO DEPICT THE GIErERAL CONSTRUCTION METHODS FOR T14I6 6TP iCTUW_ GG,NaECTION6,DETAILS AND CONDITIONS NOT GFEC19CALLY 6HC)ILN THAT ARI: 6IM LAVt TO THOLE THAT AM SPEGFIaD GLIAL.',. 1!E AGGUMED ONE AND TWE 6AM IF !e, 4U1*TK**j1j5&AW*rA THE APPLICATION OF DETAIL6 APE EWOUNTEvWD,NC " ' TM AIGCi41TECT /W4WWgR FOR THE C1.-A "CATION IN A TIMELY MAN#ER PRIOR TO m OrMWv. 3. WD:C%TES SWEAR WALL 'i-YFE, SEE SHEAR WALL 60EV11". Ir INDICATES WOLDDOWN TYPE, SEE WOLppol N 6C4•EDULE. 4. © INDICATE6 2x WOOD 6TLb WALL. '5. MDIGAM6 2x WOOD 61Vp 6"1E4,R WALL. 6. STEP FOOTNG F Rata I ED PER DETAIL 5/64.1 1. PROVIDE 6' (MKIM U 1)CftMN4 D 1110M VAT14 VAPOR 060111RIER OVER AND 2' OF &AND ICER ALL CONCWTE GLA06 ON t>iRACM 4x4 POET W/ Ce -181xl86xC2' TWIG 494M 6. ALL TOP IL GFLIM GKALL EE A6 GkXN ON DETAIL 10/642 UND.ON PLANE. PMT BASE TYP. SLAB W/ l2)-wl BARE 4x4 P067 W/ EACW WAY arc POET CAP G G L(3 r_______________ ___________� 4• THICK PATIO GLAD + �f ( ArchiUctan and Interior Deme 1 I IW 120 l'IDE x 16 DEEP f ( I 1buited UaWty Company 1 1 I TNIpCLN;D EDGE. I ILdda*'41`1rIP I' I I I1191 Second TOP I 3eatUeiahlaGtou Avenue. Suite 1650 706101-2666 I 1 REINF. W/ 1214 L•i71C pI AND COTTON t Phone: (206) 46`1--5621) ! I 1Eaz: (206) lG7-OQ'Z'1 1 I I • I I • 0 � 1u**ACAD OVCKWis 1 D Or J016TS I I 1 - _- I PYP. 1 • E $42 E 13 D I _ _ I TYP. 4 842 1 Imam= f112N I 841 1 I 2* 62CW M Iw '/2•.x5' � 111110=FOiX�nA 84.1 342 6..4G�OLtr1< 0 .',41 G.C. I I 1 1 1 I I I "IVT®60610/1'4IT111�i6, T'YP. Wc r---------------- ! 1>i41w /+A1t 1IF711M 1 I rdEAf0W I i I I 1 I I 4 1 1 1 I 4,• O � q (3) STUDS 1 = = m I I I 1 ' • BEAM ` Q� 3'-O'x3'-D'x!'2' FTG. A SOLID BLK'G 4 0 A; 1 W/ (3)- 04 SAM O USER WALL —2xI2 DF. • 24' 04, izq SLOPE EA.WAY I DCL. JOISTS I '� • • LOWER ROOF Y, 1 SLAB I 1 1 ti� I MWU 1.12/11.84 O Ti,&E DIZAIUNC¢ARE VOID F*AL I AIS SiC>I�IA ORK>'IiIIL I 2 -i'>td'-i'x12' FTG. I 1 j 1 Ui/ (3)- 04 INUM I 1 I EA WAY I I S 1 I i E[AM 1 --------- ------------•--------- 1xlt� PARALLAM PSL I ---- ---- �s E e WERE • - - - _ �_ APDL ICACL.E 84 2 I 4 ~~� i 15.472 1 I t 4' CONC. GLA15 I I DCI.. JOISTS �� S'i4xll�(, PARALLAM PSL 14ON GRADE 1 , ( I I 11 ALIGN JOIST W/ SWEAR �h (3) STUDS , -_3 ✓ ♦ / PYP: 3 A WALL. EDGE NAIL / } i 9 Gc r ;r 1- 1 I I I 542 .1 TYR. FLOOR TO JOIST • 15EAM 64,1 I I I A i 2x& OVER- �qq d V'.Y •- � PYP. ---- -__ —_— _ r _--_— ----- l — -- ---- ----J E '� 94.2 13 I i r -I 8,,43 1 CEPM WNL FLG�OR fA�V%Cf4 LU646 SIMPSON MOT48 _ I� 1 = I I TO D 11)tt1'1fi T,+ILli�� I® I STRAP • e PYP. 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MST46 I I PYP. r I 1 I I 1 842 I 6TR4P 11 34.1 I ,� STRAP 11 541 r , i � � 3. ♦ `------ J / 3,I�r •ISP'®G,• w TYP I ♦ i I ♦`— — ---�� G G !�3 lMlAE1r ILi 842 F F D p 1 �Tl'I".EXTERIOR fsTG: TMP. 1 I I6'x10'xCOW.W/ 2x12 1-,F. • 24' O.C. (2)-04 SAM CONT. • LOWER ROOF L:1W CONIC, C, !?41IR T1SAOb. RSVIS[ON$: I I I NI I I I 1 I 01/1%0 I I FCE PROJECT No. 300".0-99 DRAWY TITLE LEVEL -1 FOUNDATION PLAN LEVEL -2 LEVEL -3 FRAMING PLAN ROOF FRAMING PLAN PLAi4: SCALE V rwr.W um D•N SCS v4r` 1W SCM V4"•�W UNIT INI SCALE•V4 W-W (UM (W UNIT D-N FRAMING PLAN SCALE: SHEET No. (loft"carat MM ' '11ama S3 * 7 a 1�T1tN•0021116 01 74 of 00 -yam, t2 14 t6 i t trrlii ,g 5 ' I I 1111T/II I flit I It I 11(11 Ir iI11 1� n�ll I� 1 I�T . �► � � ............:. f III 1 Itff t f tlfl r Ult 1 1 It IIINIIII 1 Ifllll 111 fltlltn I"lir 1 111 r1 M fl til 11 f h �°' t " *�M'.A1YMsw'Y.-.rt*+ - +it..-w -+o. -+. 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I I I II 11 1 1l8f'1■0lIS: DATE: +II it I V t 011/10/00 I I PCE PROJECT No. 308.0-99 aBA►�TNG TITI,C LEVEL -1 /1TIEM PL�1iV LEVEL -2 FR/�I�VIiN�G f�LAN LEVEL •�3 FIRAMING PLAN • SCAM r+�r�r tu,l,,, SM ROOF FRANNG PLAN PLAN. 'MRW4 r FUM aS SCS Wor-W UW" r�.lrr► urR us UNIT D�—S FRAMING PLAN SCALE: SHE'1' No. ItI1rM S3 . 8 a"�I� arl11r� r .r .. .. ... _ �► - . ...... ..a ., .. ...:^w.w+,T,ra a ar i+,.,.a44k.a.. ! ✓✓. :.!'.....•.. n.s1"� . ��.P• ' N... w 4 6 10 ~ 1111111 PAW "KA1 r • �` �1111I 1 k } - ._ '"w�♦ .._ _ r :, '^♦A� =a P:. trwr .•irwe!'..'.:... .r ...+orrc♦r: ,.• - r.1. , ._., M k ,..-. ,.;.dini+•....• ,.w,,. ...,,,,may. �•a♦•..,.,smwr. N .. ` ...,,,,... .aWs.R•r.,,7r-,wa. .. ,^•..rsirfY, m... ... ,,� 1tic-�'. Nr+�ar.a4:t�e„�.iran,.i'yU,r�urrlt.w.:..e .., ,r..nry �t K" .�+a/11�-:fs+EMGRMt!7WYttN'. ' �I+IIb .*-.^^�4,-.•:' ... . :, ....,.,......._.. -. .NY .,rytx:.....,. _ . .- ....ai►,....^=wru.,-. Y V i .a N otm !. Vi�T" ALL D kiwi TrNR LyAJIWMNIG4� 2, DETAK.S ON TI4dE PL.MIb AAE angmomp t®17WpMGT IN&CAVdM4jL E.OMRffRMGTIOIr MTNODS FOR TWO.1 0000Cft" MAL&AND k0k*IIOr lIFNIC4 ICAL LY SIi0I T"T AIS G12 -4W TO iZii lq"lr AM SWCPWP 064LL = A6dIJf'!D OW A d>IM "*IL r GLdWiOW r TI& A MSC ATM Q CWTA" AIIR ,MO?6* � 1' Im iRGT/ M!TOO CL.ARMICATION N A V94EL.Y Mtii s i rVW11It TD op OIPdIYra 3. ROCATES, SEAR"L rvM an dmcmg MWI.L SCMIrI X NDICATES,"OLD01101M4 Tym an "OLVV OrMY SCCA" A C7 NDIGATM 2x NOM ti'ttC9 tWuL. & 11111110 NDICAM*2x W=V Mo IdMM aftA_ 6, STEP R00I V 10=11111111P FOR t2ETAL VAIAJ I F`11IN 1N COId VMM&A1111 0WIN Y•MID OMM VA'M 11110*11 t OVW 61 lrS41101 '1)COMPACIAp C1111110M 10171 K AT DIMON=Campaj0 & 1. ALL TOP C trPI 6111&L M Ai SWO M1 ON C FAL WO W40!ON FLAW GGLO Archdoefam "d &Nip U"" UNNIft ctu%�y 1191 &vow "MW. Odle 100 Seattle, washloom ato1-2966 rllolw. (Z") 917-un Fat: (200) !OT-OW T G 2.60"1"1!'ter^f4s • E4 VV CP"P 642 II t3 2 APAW ��SPACE '!' 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I r o r-- �'-ir'x2'-�'�tl?' ~� f 1 { ��-1*011AFS 11 OR/l >Ib AAE YID F 6E4L 1 1 1 1 s g,`� 1 0 MVO 519M 11E AAE W, JR1GA& "� lydr PLAT I WAY 1 1 •S� S 1 1 • BEAM I 1 1 1 vel .k71STsl� 1 4 A'axnit PA LAL.L.AK P& i i os,4 Attar�,.s�leT,w� i111� , M 3 �� ON GRADE 1 1 1 1 � A119L,L �'.IW�� / +--�3) S'TIJDS I i� b4.i 1 1 1 1 2 �.�T �" yrs_ � `DRAM 2xi ovale- ;' '�°"�cwt 1 1 Fft 7 Tr O -- ----- r'r FRAMNG I E E ! 1 •�.,�� . �� 34Z ---------- 1 6 b Tl'P, f► r 1 1 tW1L/LOIOR 1 /1 • i __ 64,1 0 1 If I bxb P09T • GARAGE '1 / _ �_.___ i ; / L--- ------ —_.. _J 1 1 041 HEADER 371t.N• M6T31 x % IS 1 1 1 1 1T --------- ------ -- --- --- — 1 e-! _3V,xlr�, iMpERSTR�4Np L� (2)ray-Wawa-gyp 1 , NO STAIR STRNGERS 3L2x"l* 11MINNSITRAND LSL b43 Tirp 7,'P, (NOT 8W0W4) r' _ ► Quail �Io11ow�,S i o ___ oo .�, Townhomes ti AITLICADLE s42 ,r i urea I d AL RPFN • p ", Oregon I 1 1 1 1 1 1 Mr for I I 1 1 O 1 1 (2)2AV OF 1 I 2N�A •► I6. 4G old ;' C 4 1 i 1 t 1 e 1 _ _ I r'rt •LAryDn4r ,�f M oBrOW0111toneRom", I.L.C. WAVM Noun. DAM I 84a 1 1 1 1 1 1 j f �, �i 13nM • 24' OZ. • f BUM= r=1 SUFAIrLL 6/10/90 � P'ARTti"W U • 3M FLOOR 1 1 WWI MSTA36 �1 r" I a i rY1W � QE.Y. ALL OVPW PLOOW 1 I 842 1 1 I r 1 1 STRAP I I 2x6 . 12' OPG. • r s If►• O,C. 1 1 I 1 — 1 1 ENTRr LANDrriG ---._ + 1, �� 1 4mb 00r moo \ / / ., / 11 1 10 � 1 1 j 4`' 4► I 112 T1iT. i . M. EXTEPOCIR FTG, j 1 1 1 b43 lS,,XW•xGGNT.my 1 j �1=411IIIIII jeG (2)-04 SAM CCWT. _-------e PAECA&T CONC. STAIR TMMC* 1 i SEE A16GN. 1 t 1 I 01/10/00 1 / Fa PROWT No. 300.9-99 DRAWING TnU LEVEL -1 . FOUNDATION PLM LEVEL •2 FRAMING PLANPLAN: NNW& ROOF FRANY9 PLAN sve vrwr-r uMr WM wK4r um M" WAM V~,r WNW" UNIT DN—A FRAMING PLAN SC 1i4'sr-o' SHEET No. o.w Ilrllrwtw~w II.r.111wM. S3 * 9 osr w '**ate A. • + . ..192MWAM^M'if'JI�.' -- , �• � �w•F+.q!T.'�+R+fr/f'R`:'1,' .. •1 - . w'• w . r Il�tff IIIIf ' llli OIi1111.11�ii iilll� I� 1lillli I!llll� 1� , `� � j � . ,77 77 7 .- . M;.a.nx*,. ... u4aS, .. _ ,.. .. .✓ . . ... .r.e..._.a• :.c-•...:-.....:...."W.,:..a."-a:. ,a.�r. ...::.-:..,. a+...:a ;.,,rot�."".awblcusa . +ii1rYYMt.._ .,,,. s►'sr .dllmn+- ",,., _. ,. �amYa1" rrrtd'r+ rtY�w»+. ,, i1►-:....,.arw,.�rr..."..`...,,,.e.m..-•.w,Y,u„r,•_ ..�... . _ .iw , - .T.�. ,..y.q.+.. L^,.wnr"' .s._.-ewre.n+Mi.►.�r-. ..... ... ...per. M ✓.p'+w...tw4Y['"t•••!a+•+....5*+. .w r+•.•'AM1•:.+w1ltl r WALL SHT'G.- SEE A ALL GWATWWx _ --y-PARTY WALL-SEE SWEAR WALL SC•1-IED'►_. 2x4 STUDS • 16'oc. MM GHEAjt MALL (1)4w S.W. SCHED'L 6HEAR WALL E-- { EDGE NAILING ---PARTY WALL (2) lt4 CONT. TOP SEE AIRGN 2x 4TW WALL » C�CJMIG. SL.•d L7N CCJNC. B CI SLAB .-42) 4 BARS CONT. EE �. 0 • __ ___ D �'y�Mlb Cjf&&C�E- SEE PLAN f -NT. OF SL A5 e ��} *-WV- VARIES • SIM. GRADE- 6EE PLAN Z TOP t BOTTOM _ .•Ali�1>N41.t 40 p ► ' ' • Q • � a • o • • 24�' CLR F E a J HORIZ• iv >" CONC GLAD ON ._.._�s�,�.0 n /�' • Ib O.C- GRADE-SEE FLAN f �•,�� kAL�1iIIE NftVW - 111, �! • EA FACE C2,00!4 321:11W20 C-R 2)04 CONT.01 ° a ' ° • , . • d a ° a • , I .f x --.�+�'� TYP. _ • e• • 2 h Z€ INF- • Woe- O'-O' 84.1 • V � ;SEE DTL 2/64J --•' IL r . ' t4 430 1b GGLO 0a ° 7 Y 2 3 Architecture and Interior Design 4 Limited Liability Company r�i'-d � 6��I'-& SS ''-O' .1 1151 Second Avenue. Suite 1550 Jq�O- 8"t.Ue, Wa•hingUn 05101-2955 Phone: (206) 467-5&28 0 Fax: (205) 467-0627 EXTRA FLK JOIST 7-- SEE SHEAR WALL t o / WOL.DOWN SC•HED'L. 6W SW.1�A14'Ics 31i1�T !lXE NAIL • 6HEAR WALL CONT. P.T. 2x IP W/ FOR I M 4?A-7� F�d�A-97)0 EMBED ?• INTO CONC. o NO WALL • SIM. o -EDGE NAIL UO NOT BACKFILLON t11ALl>lll�1 us C TOP OF WALL BEYOND UNTIL FLOOR 16 IN FLOOR JOIST PLACE. iM>l�-M FA1t D}-7� • (2),4 CONT. M SHEAR 11hQ 44 '• 7 _ 1 TOP t DOT. I i ImICIL0011IN 6C44ED1. - a��4�iv:W61.1. Fop MORE INFO. ® - 1•-T. 2x SILL ! 4 A= W/ �'' Aa- 01 Zx CONT. P.T. 1e. _ ox g ��11—��—.• � FOR REINF. t DRA'��AGE � `- GLAD ON GRADE / � GEE 6/64.1 til HORIX. • 18' O C. SEE PLANS a dll 11/}' CL R. ;p TWESE DRAWW56 ARE rOID IF SEAL BACKFILL W/ FREE AND °.�Ir�IJ TURF AFB: NOT Of+t�MAL A d ��"� � 0 � a DRAINING MA tERIAL. \ • jr do / - 04 DOWEL x a NAND COMPACT = 00 'ROO -- 0-15 a LOCATE GE T. NOTCH DRAIN GEE ARCH. Q r 15,472 rl v a 1 \ II / a • ! 1 d UNDER WALL a ° a *4 TO MATCH 6TEM OREOM in w 6EE 5/64.1 FOR 4 ° WALL REIPF. j ^��• `� FTG. t REINF. Ap a ° G ► �5 \-------------- / DINDPr- w DEEPEN THICKENED FTG. 3' LR 1 aU �. I-i 8GL • HOEDOWN ANCHOR 7 - n a 3 LR - U � (3) '14 CONT. 8' to' 8' in 2'-2' GC,ALE= I'•I'-W Quail Hollow A CLWT. 2xh LEDGER W/ 3O6m9°1 (2)'d SCREWS INTO I I EA- �•L STUD 311' CONC. Sl-OPE TO I'-b' MIN 2x 'H' o wn h o e s e I I DRAIN AWAY FRC" UNIT. I a1 ?�MR1A1il� I I i- �' TIG PLYWD W/ I I ed • b' O.C- PANEL. Tigard, Oregon EDGE SUPPORT 12' O.C. FIELD for •4 • • • • . a �a • d a , da ° • n Z Oft- Brownstone Homes, i,.L.C. -- 2x6 CONT. RIt` DD. A • a a ,a DRAWING WIM: DATE' a ,• tal3t' > EJc� 2 L b a1. BUILDING PIDl M SUMU"AL A/10/N �!" utE'1 Grp FIFA!LAMS y' WIDE xIVj' DEEP SAW JOINT. SAW AS SOON • . ° 4' CONC. GLAD TI'S'+ FOR 6TUD WALL. AS CONC. WILL SUPPORT WEIGHT OF MACHINE x '� ' 2xi • 12' OG. GEE ''/94.1 WITHOUT MARRING THE 84M�AGE. FILL JOINT CONCRETE SLAB ON = 3. _ 7. • . _-- WITH JOINT FILLER APPLY ACC-,ORDING 10 GRADE " SEE PLANE ---- -- 2' MF1. 6CPM MANUFACTURER'S RECOMMENDATIONS. FOR ADDITIONAL INFO. n 4 •• ° • �_ a a a PENETRATION DO NOT ELOPE - a d FTG'S UNDER ANY 2 CONDITION. Vi • ' a e L Zx 'N' 04 (1)04 CONT. ALL A IIOMID MATCH NORIZ FTG. RE INF. • AD. TI O UNIT Pt(s. 1�.�• i ._ �x 1 -_ AT HOLDOWN AMWOR6 STEP PTC. REVISIONS: DATE: -- DOWN PER 12/'84.1 • THI E.ADED ROD OR USE THIS DETAIL. �-•rAry�r•, __ I 01/10/00 -- _ HD C2��K'UV'8"WFVA�l�• '�•�2�Mlbr M!C �IDaMI111�RAR" WOOD R - 7_0 HD THREADED RCD F'CE PROSECT No. STEM WALL 306.ii-99 Nor � Il li-._--� --1---_. �- (2) AD�•JITICNAL DOWELS • , ( �r-- - EA. SIDE OF BLOCKOUT CONT.FTG. t 6TEMWALL DRAWING TITLE 1 STRUCTURAL ' REIPF. DO NOT SPLICE !! 31 rPME WITHIN 4'-m' OP dLOCKAUT. DETAILS POR INFO INOT�) �� _ I' ►'- ` lS NOTED. _ SCALE: 11.11-0' SHEET No. o . CLEAN ESOT OF FTG. 3' CLR. TO REBAR - REBAR TO 15E CLEAN- ,'_®. eLOCKOUT IRC. S4 * 1 6 OF THREADED ROD AuM1 lleMlow YMMt Mods!Flanse AIvdD99 ,'-V � �s'��' 1 Mr>IT1Nl-00 -004!'r1 • tt ti y� • rpt of so 2 Y ,, 90 2 a / . 4 t �" „ ILI111U1� � f 11;,111 tlll'�i Illllli •iliilll 1111111 IIIIlIi Illllli Iltllll Illilii 11111!1 Illlill 11/1111' /111111 �� I�II�II.IIIIIII Illllli 1111111 ! 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Af y noI 1k raw GR o.SPY+ o TT_ DIOUNI, MUM rtw GMR ML - 1� OVUM AEMNIE 0W LOCATE JCAGT bl•EAIOLLALL S�iEATHMG IPLAMIS AW 6 IL1L A UA-r PIRM G"UP6 6C94EDCLE SEE SCHEDULE FOR ( IPS�OPQI'1ATION +LAIN. ��' (2)2JK s FA.07111 plpp 9W.- scwm atme NV R2 WF1W s NAIL WRAP TO� I 9WAPT IF APPt•ICAAMLE errs �-•r-i ��.r-o� ou" Honor ED5E NAIL. 1 41- Townhomes 10"1'NMY•:!4 .�,L� Roc* 61-1TIG-� W/ (WO 4"IM,AILB ,"MCM fr:a SIMACM) covelaiow "Una +5. �y1► Tom - AXIL. TOP E. yM• SIA.1D ELK'Cs. IL1/ lRI�lOMI lIIRIM!� I6EE 64E.4R WALL s 1frs0 TZ�IILB • b'a c, y' AV Rxt rKwa PFO .L . , 1.''rJW�E'' il�li� �S=11W. CROL 2x TOP 2A116 44109M. "LLL ALIL , WA MIL WCKM EDGE NAIL'Ui -4 2x S UDIS SII"IP6ON 01 CLIP Q EA TRU6kN —a�IIL• a E ruff ?"LlWo 6EE 6IMP60N A35 (l)EA. OLOCK C SWE.& R WALL SCWW. II WAU PER MAIN �.016��lII""-.gIIIRWIM61,.. RUCAF ?"LNG--f mom 2x4 BLKGI 1 D'1�- MFR PiiGOF TDi(,>!5b GOVT. DDL TOP le. • 48' OCG. IONS 541' RdNlroL*0dw � ��sy�S7L. EA. SIDE) CDM � 'hii4riL 21r'soLI C1 9LW& WI *NO 1411E%NLO IV -- - i*" >,�4 dR'IP60W LLgll118fs MiE Ai�ILLlIM6o E LET-1N R urI I I I oL. K lT1rP> - t-�.6 'PSP I �,>tnl�►- I I � � s11c�oRULryuLL'.�sL �� GABLE END TPt186 ATTAC3I TO DOL. TOP E 40C.-V A61worw 9m M w M L +t IW 61HP_ A35 • Woc. i WORM" i 54 Tif,166 EDGE NAIL SEE ox 2x&■L4L 1 SCUM' DIRACING • 40' O.C. FRAW lEw• Ul/ 4-I6d NAILS • EA.END Tx STW WALL • �-2xb LEDGER u*LL-SmEanw c � - A.TTTC ATTIC SPACE 2xb W/ 3-Ibd NAILS • EA. STUD scox- 2WW L+HDGEI R 1W d21) - CONT. DBL. TOP IE. IN NO gwom GF %W •W®r. tIW�.L TT 1•. SEE DETAIL 10/342 C{f1R71 /STA41 FOR SPLICE DETAIL S4.2 hc OfMiNI ININ�! it'��1lllitili1 i!i( ISI I�il i!��NIfN °I'� �IM 1111111 1111111 1111111 II '' s N w ,: -,. .. _ -.. .r.,.,.i.rw,- ,_.. .. u.,- — — •......rw-3,...v., ..... ,.,.. .k..m.-eo.•u.ew.r..�l,....n ' M .NI 1t r SC MAIN ROOF FRA IMG SWIA& vow 2x4 pLKrA • 48' O.C. P60OF OVER FRAMWx Ir (COPE OAY Ea 610E) ad i' OG. -foLYUXX:)D ROOF EDGE NAIL Wx • EA. OVE OF VaDdE INTO OLOCI W TOPIC 1 11 1 2x1 FLAT Ill/ (v-lid NAILS TO Ea TRM 24'oA. 1� 2x a" wTT ACTUIRM4 � �s.1 i nt wicur Din ?xi U'RACM�s �' O'L WALL lAf21'11E bUUU1� >lA>wl��1•.'�'1� I $ � EA. � T1R166 � LA. t7 OF�*"'I -AU011111111W Li�itei y coaapy,zy 11Y (4J lid NAL 8'►E*10"Air," 1101 9ec�1 AvMU4' Swte 1060 81VAr*OIiITIOiuI fie' iaskir8tm 96101-2m 601111IT M.TOP f 2ii LlDEER W r'w .w. (206) 40./-3824 /1c (77011) 4A7-4d2'J IFA SVW 3 Z &W.WipTco SWW 1'•��•o• r•r-°' -tis r-o' a�aal�oa m� m at-= Mx 9*1"a wi SOL weQ c 40 cAMWM i MW VIVI 'v CCW KILL W_ V R.T=,6Li M Dom F,U wA1L enrK(j)Cala_ 1NE�E OIPApDiC�i ARE vnD F3�Ai AM TUM AIS NOT�L►ir 2x �KW2)WOO cumprcw 1aIuL6 • 12 G.C. �pUO�rEEJB'ilmE 4i OWN IdOo Pom CCW PULL WT. %r MTl2D 61.1E gxww91cm ftAL Om"r"CCW r 'ELL W_2c ovum■K2)*d ISECTICH �4HI 01140 5 Quail Hollow Townhomes Tqp", Oregon Mone Homes, LLC. won: DATE: wT8�II1C �i sung TAL 6/10/" 1CROW. DATE: `—. 01/10/00 FCR PROJECT No. 308.0-99 DRAWING TITLE STRUCTURAL, FRAMING DETAIL 'S SCALE: r.r-o• SKIKG'1' No. J. >� 54 . 3 Wr r, ._yq,� iAll9ae �rasr i 01v .... 1W / e til 0 i 4 6 10 12 X 14 �$ l v fit if b��li , , , 1 , �� ti � Y-sT_+_wwi��• •�' '4 ,.nMr 'gl.+ :p.. Y... �W.:i:. � `WUWNSMiF"rS r � WV4 • R..lE � � �� .-, . � } .. � � � '" _ >:Iazc: 1 � -� rwr.+u.a•r.+�'•'•er�,m:as7s ni�r•�'a-- - i,