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Plans (14) E LC2016 - 00784 BUILDING CODE SUMMARY NARRATIVE THIS BUILDING CONSISTS OF 18 1-BEDROOM UNITS AND 6 2-BEDROOM UNITS OFFICE COPY FORA TOTAL OF 24 UNITS.1 UNITS WILL BE USED AS A MANAGER'S UNIT ALL GROUND FLOOR UNITS WILL BE TYPE B ADA UNITS. cult SITE INFO: • GENERAL INFORMATION 5 7�16 D .1,1, _.-- - - roll■moon _ -,nnnnn■nlnniix. oils dm.. j�� • 1T11T ti1Net .Irin'illililuiL «.�emnxmnlmnxnlirL. Ile.. -.n 1111 ILm 111 In .lnn1.. nngnnn� nnl ,. °1o1 ub, Ll,n m■1•• .a14�nm. mIra 1110101 TiI;;$LJ1:;La •Xmli 1. 'yl�I x• II g1•- l. M _ -amu« .If� �um`u. nifr,• n�min.. ..rnnnunnmmnlnulnnnnni.•. .x101• at nn,na n .. 1 • Ati. ._.._... ® ® Ixr11n•1 EIIpf11. ..II:Jnt!.......:711111,1:, B�"��� '1■■■.-_._..1u-_.-.-._.-�__,n-... _t _iib.••_.___._-._... •rmr ter_- 1' �- .nor_-1•...-__-,_._._.,.y-vmr ..Lmmmnmunnnumnnumn• i - .._ __ �� 1� -........ ... 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I.:I:Gal:%:■• _r:r axa= -.L .r■w'Gn■w:a■._u■e_a■w ■ _ _ _ f'r•• . _.e f=.i/i � I ■ 1 ■ 9 .-a■wlz ':■v v■u•:a■0� le r■.' vla'eb■O�Yi■v'n■v e',ul n w.. .C1�• - ::0 a_0� :•■w ■ - I♦. .IIILyI _ ■ �rrla� ■ 1 n■v n■O�ba■0Sb■w-r ■ eG0 x�in r _ - - _ {_.._ -' � a■all_ - - .____ ., .._--=-•----•...._. --_. .o-® tams; ._ .. _" -o-...:' - . . _ .-o..a•.,.:_.:-_.I-_.a..:.-.:-o..-'-' - --•' _ _x.1:•1 :- :-. ., . . _--_.._----..._...: .. _r■1 Hunzikeri - - .....�_..�....«•_.A..\,1r_..A .;SS II�•a..,„.«r1•..®..®_.1,._.._ m_...�.,...�...,..ne_.., _. L -- - -- --- - -_ 7420 SW a Road, Suite D HFATEDSLABINTERIOR 810 •n - -• - •-_---•-•----,.__._n•.r_.__._.®_.1xr_..«.�.r..._...._..,�.'.�.- .,.._,o,.�� .Ir 1.18.®_rL2b.r..r_..A-.nG.oL�,®..;,o.g;®.�;o..:::r_:ai;\..I:a .®:::.L.:a.;-r..' :-®. ,1.: .:-®,:-®.r�.:.:- .: 97223 Tigard, Oregon WINDOWS J-0.32 12 ft' 24 ft, 12 ft2 12 ft2 24 ft2 12 ft, 12 ft' 24 ft2 12 ft, le 12 ft' 24 ft' 12 ft, 30 ft, I 12 ft2 24 ft' 12 ft, 12 ft2 24 ft2 12 ft, 30 ft2 12 ft2 24 ft2 12 ft2 12 ft2 24 ft2 12 ft2 SKYLIGHTS U-0.60 EXTERIOR DOORS U-0.20 r FRONT 118.._t.0.. EXTERIOR DOORS W/>25 FT2 GLAZING U0.40 16'-0" 8'-0" 16'-0" 16'-0" 8'-0" 38'-0" 8'-O" 27-0" 16'-0' / 8'-0" / 16'-0" / FORGED AIR DUCT INSULATION R-8 172'-0" ADDITIONAL MEASURE CHOSEN 4-Ductless heat pump: Windows to be U-0.32 GROUND FLOOR WALL SQUARE FOOTAGE: 1,376 SQ.FT.WINDOW AND STAIR OPENING AREA: 380 SQ.FT. / / 27.6% / / GENERAL CODE SUMMARY NOTES Project 1. OCCUPANCY OF ALL SPACES IS R-2 Greenburg Road Apartments BUILDING CODE SUMMARY-2014 OREGON STRUCTURAL SPECIALTY CODE 9550 SW Greenburg Road Tigard, CHAPTER 4-SPECIAL DETAILED REQUIREMENTS BASED ON USE AND OCCUPANCY R 97202 4202 WALLS SEPARATING DWELLING UNITS SHALL BE CONSTRUCTED AS FIRE PARTITIONS.1 HOUR PARTITIONS PROVIDED. - _- - 4203lc FLOOR ASSEMBLIES SEPARATING DWELLING UNITS SHALL BE CONSTRUCTED AS HORIZONTAL ASSEMBLIES.1 HOUR SEPARATION PROVIDED. CV = _ = - - / / CHAPTER 5-GENERAL BUILDING HEIGHTS AND AREAS: . m s wsr.�; - - .r,. / / 503.1.2-BUILDINGS ARE SEPARATED FROM EACH OTHER BY AT LEAST 10'. FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS _ 11�: '?rr u;o« �- ?Y'� Fr 'I cv _- ,�,•f71 ONO 1lP�•«1 1 13 1.- : 1 . .,.....- -- --1„ ------'_ _-_ _ �11.II IR 1 f1 r1 Designer yaii ,I•IX IltlI,,l� r r,d„n 11 ,- -_- �.u..y »n _ -� :.ati:l Tim. i i' Ir,l�ad}a1t- TABLE 503:ALLOWABLE BUILDING HEIGHTS AND AREAS:OCCUPANCY R-2 CONSTRUCTION TYPE VB TYPE V-B a „ANN' s" 1 F t 1 �?f+' i1 _ -__- - rr r {V LLp� rf{}1LI��Jtd.NlatrlT, ,.�- _.- �:_ . ..>- � ,I ' ; .n = = RIr1l,Ilrr:amr�ts�. � 'Jrua r: mx,r'i1'A "q,""/r1�b«Mll : «tliH�Y �Nt•)INI IBn --_ ] 1��� �,LI,L.. _- _� "'-•"' .Nr,l \I F 11X. rr�4 en /� rtL nr _,_,--- --- -..z;;' „bF"„«,Irl•Afjxjrl ,IAi 1 L fY Y n f In „_ _-,--- -p • • «xM «EPIC •XnN18�1 N.¢C 9, P 1 II LIII I,Intl N. er BASE ALLOWABLE AREA PER STORY:7,000 S.F. _ �,-, t -,;; ��_ - • r,se :1 r„r t - -- -_ sxl.,„,1« mid:Ii... N.atlxxrw. Builders Design, i PRIMARY STRUCTURAL FRAME 0 \•1,1.„ _ „s..•,,.- a _ ____ UM :"• �.wpl1. s" L� 1a„„.r. 9 'GI «..•ux.xr«„1Weidler St. MAXIMUM NUMBER OF STORIES:2 BEARING WALLS 0(1-HR RATED WITHIN 10'OF PROP. LINE) �- ', "r). 71 �� �� _'__® e' ,„,1,u ;- � -I- . i% II 1,� . p �� - -I- R 11125 Portland,OR 97220 MAXIMUM BUILDING HEIGHT:40' NON BEARING EXTERIOR WALLS 0(BASED ON FIRE SEPERATION DISTANCE) --- I_ nI � --- � riai'r• - 1Salt IN � =s� oni}tii. lup, LJ° Office: (503)252-3453 504.2 SPRINKLER INCREASE WITH NEPA 13 SYSTEM:3 STORIES 60'HEIGHT - ` onot..r ��h; m„ '�" _ , •.• ' tMt« 3r�_'' - NON BEARING INTERIOR 0 Iliii!'ii111ra1Ar:;rw n In i!' uail s pper. rn: IIIe9Ili r 1 :^^ t. ::w. : l ":. - r,1 VIII ��111!!lIIIII 1 11u 1 'IrJLLi II _ III Limi. ".r-ii tzli°1ll i! IIIII!lu �I11'i r rlilRx v:'<:1'1t11R1' __ _ ___-_-. 1�I :11.11' •j , :. . lilt ■tl,nt 111111 - _- 506.3 AUTOMATIC SPRINKLER INCREASE FLOOR CONSTRUCTION 0 _ - !Ohmura,1 1 r „Irra a ,, Immo_I R_f , ua 1 . u, �L I Mill ■I I I■, � 506.4.4 MAXIMUM BUILDING AREAS: AND SECONDARY MEMBERS '� t1 « „ _ r _ __ x, is iiiiii -- _-_ Mi lleixr$,e)t,nw,d^w _..'Fir G 4 V 1i4:14 IA fib; NOT USING SPRINKLER OR FRONTAGE INCREASES = r: Lr« -- 1 , t� EWE • rrr' B _ y 11 I n. 1 �®NI II II _ ROOF 0 o I n t !�°irp ,�' rm « 7,000 S.F.x 200%:14,000 S.F.MAX. BUILDING AREA PER STORY.r 42,000 S.F.TOTAL AT 3 STORIESs. _r, ;, a, r 1� A 1,I4�, i ;_ . p 'I' � - I[ {���TABLE 1021.2(1) n - ,,I, rr»';r 1 1111/1111111111k •1-• 111 i �i 1x'y ! lin .. ! IIL!! ! 9 i lit ! 1 - - __ __ 1111110111111111771. !! 1tm1xp`t.1 .... ,rd PROPOSED BUILDING LIVING AREA-18,030 S.F. l- 1 i' N 11L I 1 II if I !i ilii A 1111 ---. E w 1 I i !!.!1!i i !r 1' :' ..-... 111lIN Ili :.1, -1111!! IIL_.,- 9 11 I I , 171,11 ! 1111111111111111-. 1 - -_-,_ ._..._ 1 III'111ii 1�1i1111I11 ,r IIII.,____ 1 L'' ...__ "[:: - 1 111111l11l11L_! 1III111111111� II FlRE ALARMS ARE REQUIRED FOR FIRE SPRINKLER SYSTEM STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOR R-2 OCCUPANCIES G11lI1�1a"l «.h„ nlIi - t,� r ¢ y�: STORY MAXIMUM II OF DWELLING UNITS MAXIMUM EXIT ACCESS TRAVEL DISTANCE ® ')ar, r: ...al - o NOTE:ALL GROUND FLOOR UNITS TO BE ADA ADAPTABLE 172 0" / / / 20'-0" 20'-0" / 20'-0" / 20'-0" / 26'-0" / 26'-0" / 20'-0" / 20'-0" / — - — — - — _ —SEE-TYPICAL 1 BE2R PLAN SEE TYPICAL 2 BEDROOM PLAN — SEE TYPICAL 1 3EDROOM PLAN —\, 0 --s re ,.._ ......_. , , T •- r___.Th, �� . _-ate ! �` a J► 1 I 11 Rd, / / li Li 11 , , , ,. -- �• 7 !C • — • • I • • • I j • . Y DW I I • I O, Client r — A • Q r Evergreen Builders, LLC L- l J ` L_ � � L .DWL _ J L _ W O L i v� _ J ®, 1 '' `°o Go Joe Westerman ikl 0 ^ _ 7420 SW Hunziker Road, Suite D hi 0 'I� 0 ilk :A 111 X11 11� .1 0 , 11 ,4 �I♦ to 0 01 Tigard,Oregon 97223 (a \ ;" 1 L::: , p / e _ .\ G raD El \ I—I Dri 0 \ 0' — or 11 17.\ / i i lin I lliltall- , i1 / \ 71/.....= 1 r I . I .. 2 , i , \ 1 ii I lI• _- 3 ir THESE 2 UNITS ARE TO B'E TYPE A 1 / / Designer NOTE: ' NOTE:CONTRACTOR TO LOCATE RADON CONTROL VENTS OVERALL 1st FLOOR PLAN — HORNS ' STROBES REQUIRED AT STAIRWELL AREAS — / 1/b"-T-o' 11125BuilderN.E.Design,s d, inc. THIS UNIT TO BE MANAGERS UNIT 11125 N.E. Weidier St. Portland, OR 97220 Office: (503) 252-3453 SEE SHEET WT FOR WALL CONSTRUCTION DETAILS NOTE: CONTRACTOR TO GO-ORDINATE WITH GEO-TECH FOR FOOTING PREP AND FOOTING INSPECTION r 4 WI-FIRE PARTITION-SOUND RATED NOTE: ENSURE ADEQUATE FOOTING THICKNESS FOR HOLD-DOWN ANCHORS ////ice i wz-FIREBARRIER-NONSouNDRATED PER HOLD-DOWN SCHEDULE AND SIMPSON LITERATURE W3-EXTERIOR WALL-NON-RATED / - / NOTE: MIN. 18" FROST DEPTH ON STEM WALL FOOTINGS I I W4-INTERIOR WALL-NON-RATED CO _ - MAINTAIN CONSISTENT TOP OF STEM WALL ELEVATION o W5-PLUMBING WALL-NON RATED � � ' I • TO MAINTAIN MAXIMUM 81-0" STUD WALL HEIGHT AT GARAGE LEVEL co �. ; WALL LEGEND ;', - PROVIDE (2) #4 REBAR CONTINUOUS IN ALL STRIP FOOTINGS `/1 :71 � : 1/4' 1' - -0" r. . • _ 172, 0" Q. • Its` A / 20'-a / 20'-0" / 20' 0" / 20' 0" 26' 0" / 26' 0" 20'-0" / 20' 0" / t. / 5 /4. 0„y 5'-9' X7-91. 2,-9y 5'-9” /4'-0"/ 7 5 / - -5 y4. 0> 5 9' 2' 9.12, 9"v 5' 9.. y4'-0"/ --5" 12-0" y4'-0./ 7-3„ 2'-99 '-9/ 7-3" /4'-0"y 12-0" 7-6" y4.-0"y 5'-9" 2 -92'-9y 5'-9. y4,-0"/ 7-6" / ;, ' �` e' / / b \ SSTB16 A.B.'S 5TB16 A.B.'S / / 26/D.2 / (C) COPYRIGHT 2015 ti 55T516 '.B.'S — — SSTB1E A.B.5 26/0.2> _ A.B.S SSTBW A.B.S SUMMIT ENGINEERING LLC l\ — — 5 TB16A.B'S -� F 55TB1 A.B.'S — THESE DRAWINGS ARE THE PROPERTY OF SUMMIT ENGINEERING LLC AND \ \ 1-- . . \ n n 4—. . -_f . : �T1 - n :,a jUL n : n � � n , �- E -\ \1I I I / /- � . I I I �- �- �� -\ / /- n ° I— tr NOT TO BE USED OR REPRODUCED IN - - _/ \` L , , I I _ I I _ a � I ANY MANNER,WITHOUT PRIOR I - f - \ 1 I / WRITTEN AUTHORIZATION. / I I , I 43 I I -`- '. r9'-0"x24 WIDE GONG FTG'S I II I 5STB16 A.B.'S 55T 316 A.B.'5 8"GONG.WALLS W/18"x10"GONG.FOOTINGS I • SSTB24A.B.'S 55TB24A.B.'S SSTB24A.B.'S I , I ( 55TB24A.B'S 55TB24A.B:5 I ' I 13'-6"en " 3•-8° 2 i) I I 55TB24A.B.'S I I W/#4 REBAR @ 12"O.G. E.W. I I / REVISION SCHEDULE: / W/#4 REBAR Al TOP OF STEMWALLS 24"x24'x12" 24'x24"x12" I I I I r I 5' 6" / 24xt4x1.2 I 55TB24A8'S I REVISION DELTA ISSUE DATE W/(2)#4 REBAR IN FOOTINGS GONG.FIG'S 55T824 A.B.'S 6j GONG.FTG'S GONG.FIGS / PIP AND#4 VERT.DOWELS @ 48'0.G. I •. I I I I I L — — — s r z — — — — I r r, I , O. I I 8 6 I r.1 8'-6' — — — J �— I - -I r- — — TYPICAL / - L — r z — I s ^- z — J 24'x24"x12" , — _r- -i- — � o I _J / \`' , L r — I — —L_ _I // \ L r — I GONG. FIG.'S ` ®� -I — Z J / \ L s - o 55TB16A.B:5 r 4"GONG.5IAB / I `D J L JSSTBI6A.B:S PRINT DATE: I II I I 1 1 ,;'16/21/2016 6:17:18 PM < I I ON 3/4-COMP. FILL . . r 1 18 x12 CONC. I 11'-6 8"x12"GONG. 24"x24"x1T I I 18'x12 GONG.FOOTINGS I I W/FIBERMESH(TYP.) I I / I , . I 12"x12"x10" I , I FOOTINGS I L I FOOTINGS GONG.FTG'S I . 118"x12"GONG. .ONG.FTG'S LA I I FOOTINGS I IHEETTITLE: , � s -L_ — J .L — s -1_ — st - J L _ n _ - - - - - I G ,c L_ _ —r- -,_ _ _1i : L_ —rn _ J I 1st FLOOR & z1- - -� r — z — — s -1 r — z �— — — , - - - r L� ° � : I lar- - zr — � . � �_ - - � \ FOUNDATION PLAN 1 I I a I : I I ' I L J I I L J �\ I - I I I 118"x18"x10" o o I - I o I 24"x24'x12" I I " I GONG. o I SSTB16 A.B.'S I o I ° I 55T816 A.B.'S I GONG. FTG'S I I I I m I 55T816 A.B.'S I . I ( I o 4: 1) A. I I �I . I SST816 A.B:S I " iI • I . 5STB16 A.B.'5I, I '- - - I : ,,,__ ,k\--7\t „.__, - \--N, , (---\\ \__ _ _� ❑ ._ — _/ \- — �- — — ti \)\ ri; `— — \_ — DRAWN BY: BSY NOTE: o SS 816 A.8:5 1&18xS2 GONG.FTG. FOUNDATION PLAN APPROVED BY: FOOTING THICKNESS SHALL lbxl8x 2 GONG.FTG. 18x18x12 GONG. FTG. 18x18x12 GONG.FTG. SSTB16 A.E:S BE INCREASED FOR%T8 1/8'=1'-0" / 7-0" SHEET: HOLD-DOWN ANCHORS,TYP. 2'-0"" 27 0° . 0"--) 2'-O"� �2 O" (2 7-0"-- 2' "-- 3 (2 0 1 ) 3 3 �7 0" 2' 0 2' 0 7-0 3' 0' 7 0"-1) / O/ / 16 _ / / p.. 4. 8 0, 0„/ 0/ / 6 / / O O O/ / 6 0 / 4' 0/4 8/0 O / 0/ / 6 0 / / 0/ _F 0'11 6" 6' 6' 4' 8 0' 0° 6'-6' / / 11'-6.38 0 / / / 6 O / 3 0 8 0„ 0� / 16, 0" / y 0/ A 2 1 / / 32 / / / / / �' / / / 1_2-0"" / L_ JOB NO.: 9812 SCALE: As indicated 1 1-2 -2-0 / / 20'-o" �, 20'-o" / 20 -o / 20'-0" / 26 -o / 26 -o / 20'-0" / 20 -o° / SEE TYPICAL 1 BEDROOM PLAN SEE TYPICAL 2 BEDROOM PLAN — SEE TYPICAL 1 BEDROOM PLAN ____,_ A \ 4 r_r_. t 1 4 i c.....„... ...... _...=Th 1 ika : „ .. , py -- ,�sa. r. _gid Alk - 111���:=.��� �`�:_. ;... _—���� / Client / Evergreen Builders, LLC I c/a Joe Westerman 7420 SW Hunziker Road, Suite D a I IL. -EHL REF. RI , I II ®ll REF. I I , I� Tigard,Oregon 97223 ' 1 Cl0 . : i 2t n Ci I i�. :'.N. ,. Dw ® I I ® Dw . \/ do _J i� as, L _ �. / Lw� _ J L _� . Lw _ J ET I I /\ L_ w/- - �w,_ _ J I C EI & PIeJLa2eD0 & _ to t # / 0 CC DO I SI\ P 1 1 i 41i a:a,: _, i_ma.al , ,s, 0 .4 mp o ® 0Project \ - _ SI' \ - �I /) sim _iie �� / 9550 SW GrreeGreenburg anburg Road is 1 ,-:,___ DD w❑ Sir :Pr ' J / ❑w Do 0 0 oD W❑ ❑W DIra Io© ©oD W❑ \ ralA!' I �- �''ji Tigard, OR 97202 1 I 00 I ori a 11 1 1 \ / / / / 1 I I I =Mil rAld In_a / I I v Designer I / I �� I / V I ;NM= ; I i mom I I I MEM&IMMOI I I ....L1.1 I OVERALL 2nd FLOOR PLAN Builders Design, inc. I I v8 =1 0 11125 N.E. eidler St. _— — , Portland, OR 97220 / __ �__ a Office: (503) 252-3453 U SEE SHEET WI FOR WALL CONSTRUCTION DETAILS : V///////, W1 -FIRE PARTITION-SOUND RATED B rdra 6 s W2-FIRE BARRIER-NON SOUND RATED / / / _ / W3-EXTERIOR WALL-NON-RATED *-_.""' -- z -- I I W4-INTERIOR WALL-NON-RATED E f -, 1 5 f'- W5-PLUMBING WALL-NON RATED co ! i'" • a' , , / 1-2'-O / WALL LEGEND , / 20'-0" / 20'-0" / 20'-0" / 20-0 / 26'-0" / 26' 0" / 20' 0" / 20-0" / 1/4:_1-0" ry.7£,it,,1:‘/ , / / / / (C) COPYRIGHT 2015 SUMMIT ENGINEERING LLC THESE DRAWINGS ARE THE PROPERTY OF SUMMIT ENGINEERING LLC AND 4 SEE TYPICAL 1 BEDROOM PLAN SEE TYPICAL 2 BEDROOM PLAN — SEE TYPICAL 1 BEDROOM PLAN ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER,WITHOUT PRIOR. _ I -�F,L — =_ I ---� - / WRITTEN AUTHORIZATION. / ,� 41 / LE �� _ 46 q Met AIlli • =`,, Wit REVISION SCHEDULE: "�—� REVISION DELTA ISSUE DATE 36'-2"MAX.TRAVEL DISTANCE 40-10"MAX TRAVEL DISTANCE TO EXIST STAIR ACCESS TO EXIST ST'IR ACCESS II . I I 11 Q� I I , ®�j . L_ —� IR F. I I , IR VrL-J• •L— 1 -- - L II' 'I• �w ® 1 1 1 ® Dw X11 do \/ qa•• �•... .. . ‘i L QUI r l� DNL –� c /\ LWL - M:�1C 4.. 4.. LEo ::I ii -, 7 , .... k 1 -nt1 I 1 , I ® (E) I REF.�o�IJ I / ® �,/ Ai\ -' - I SHEET TITLE. �� sms 2nd & 3rd FLOOR I I / I I I ® ❑© / \ D� ® I I PLANS \ I I \ v I I / L � �/ A 1 I / / ©oD V ISHM I LI Do 0 ©00 W❑ V I % OW Do 0 / /1 f \ 0 I I po� �% �/ e: tiivtral / I oI V I I V " man Noren an / I I I \ I I =li so I /II I DRAWN BY: \ _ — - -- APPROVED BY. —�� ��� \�_�/ ��� —y,/ \ —_ / OVERALL 3rd FLOOR PLAN / / 1/8"-1'-0" SHEET: DISTANCE TO END OF SEE FIRE PROTECTION DETAILS FOR — EXIT ACCESS STAIR CEILING ON SHEET 7 DISTANCE TO END OF A2 2 IS 64'-6" AT ALL STAIRWELL AREAS EXIT ACCESS STAIR -MAXIMUM ACCESS 15 64'-6" DISTANCE IS 100.62' -MAXIMUM ACCESS DISTANCE 1510533' JOB NO.: 9812 SCALE: As indicated NOTE:PENETRATIONS INTO OR THROUGH FIRE WALLS, FIRE BARRIERS, SMOKE BARRIER ' WALLS MD FIRE PARTITIONS SHALL COMPLY WITH SECTION 713.3.1 THROUGH 713.3.3. COMP.SHINGLES ON 1511 FELT ON 1/2"CDX PLY.WD. GIRDER TRUSS - SEE ROOF PLAN FOR ROOF VENT LOCATIONS IMANU.TRUSSES @ 24"O.G. ilk. DS7---------------""""--- / / / / K_• r 2x SOLID BLOCKING client I 1 Evergreen Builders, LLC i "ar I — \ `. a `, c/o Joe Westerman D5 CEILINGS MD EAVES IN THIS AREA TO BE —/fi7420 SW Hunziker Road,Suite D I PROTECTED WITH 5/8"TYPE X GYP: BD. Tigard, Oregon 97223 (GOLD BOND FIRE SHIELD) r - ' 47 HIGH GUARDRAILS 17 MIN. 1 36"HIGH HANDRAIL.*47'GJ,kRDRAILS 1 SPACE PICKETS AT ALL 5T AIRS AND 23f-M"EDGE-GOLD SUBFLOOR ® LANDINGS TO PREVENT PASSAGE OF 4"DIA. SPERE. I/ I / / L _ _ _ _ - - J / L9 Y - - - - - r 19 / / I $ N N I, N N N I_ i 2x10 JOISTS @ 16"0.�1 , 05 Project 1 ��_ cr- 42"HIGH Greenburg Road Apartments MAINTAIN 1/8" MIN. SPACE BETWEEEN ® ,' 1 , ... ' GUARDRAIL 9550 SW Greenburg RoadTHE SIDING AND THE WATER MEMBRANE i , " 1 Tigard, OR 97202 6x10 BEAM / i ,,--J o .' .' 1 i mac _. 42'HIGH GUARDRAILS I Ic. - 1 N ` I A / / I ' 1 �.V+ayi J L-.-J / / I I 'r''''MAINTAN-(MIN) Designer 23x,2"EDGE-GOLD SUBFLOOR TF-�.', LE55 THAN 27 - 6' 8'HEADROOM i/ i ,� Builders Design, inc. L� 11125 N.E. Weidler St. T.7, A Portland,OR 97220 ip� N N N N N N N ,2x10 JOISTS @ 6"0.611 16 RISERS FOR STARS 11"RUN/6-7/8"RISE Office: (503) 252-3453 0 - 1 `r 0 5/8"TYPE X 1 24 1 m GYP. BD.(IYP) ii I I - DS 4x8 JOISTS @ 24"O.G. ri 12"PLUS WIDTH ' 1 OF TREAD — f J R-15 SLAB , 'GE INSUL. 4"CON(. SLAB ON 3/4-COMP. FILL /_ / 2k DECKING Wf FIBER MESH G 9x13.4 STEEL CHANNEL I „ ` ., \ MAX 4” il 6x8 BEAM _ '! , ''r� _ _�� 24"x36"x17 FTG. Z 1_" i, 2' 0" RADON VENT �' __ �, r SEE DETAILS 2 0 , 8"CONC.WALL coi — i. I W/#4 REBAR @ 6'O.G.E.W. Section 'I 1 ON 18x10 CONIC FOOTING 1/4"=r-o" ' J W/(2)a4 REBAR r."\` -. AND#4VERT.DOWELS @48"O.G. r: p.v s.a'�/v. , r, 4W NOTE: MIN. 18" FROST DEPTH ON STEM WALL FOOTINGS / / - MAINTAIN CONSISTENT TOP OF STEM WALL ELEVATION / / TO MAINTAIN MAXIMUM 8'-0" STUD WALL HEIGHT AT GARAGE LEVEL (C) COPYRIGHT 2015 SUMMIT ENGINEERING LLC THESE DRAWINGS ARE THE PROPERTY OF SUMMIT ENGINEERING LLC AND r - - 1 r - 7 ® F 1 ar - 1 r - - - 1 ARE r 1 r -- W, r - 9 7 r W I r I r I r ' NOT TO BE USED OR REPRODUCED IN I 1 1 I I I ANY MANNER,WITHOUT PRIOR WRITTEN AUTHORIZATION. / / / / MANU.TRUSSES @ 24"O.G. ----.1 REVISION SCHEDULE: REVISION DELTA ISSUE DATE H I I iI L _ _ _ J L - - J _ J L _ _ 1 1 L _ - J L _ _ _ J L - _ - J or SEE PLAN FOR WA._TYPES SEE PIAN FOR BALL TYPES Ay a , - - - 1 n1 m - - ._ , _I 11 () m m PRINT DATE: r - I r ' I I" - � � I r• � � I I- - - 0 6/21/2016 6:17:22 PM 17 1 1 1 i 1 I i 1- -11 I I 1 1 A 1 I I 1 � I 1 I I I I _.. • SiE FLOOR CEILING/ASSEMBLY SHEET TITLE: CROSS SECTIONS A ® - - - , _ 91 AND DETAILS �'• _ -i F ' - I- I- ' I I- ' - I k I I- \ - ' I I I I I i I - I I I I I '\ I I I - i - I I { I I I I I I it_ I \ L - - - J L _ J - J - J L _ _ J L J _ J L _ _ J V F.F.E.=24. 7 ' F.F.E.=245.50' J. / _ y i F.F.E.=246.25' 1 F.F.E. =244.75' 1 I f P CA DRAWN BY: BSY - ' APPROVED U Section 2 v8"=T 0. SHEET: A23 • JOB NO.: 9812 SCALE: As indicated A23 26-0" / 26 0" / 12 0" / 11' 3" / 2-9" � 2'-9" � 11'-3" / 12' 0"/ / - 20' 0" / 20' 0" 6' 4' 0" / 5' 9' / 2' 9' 2' 9" 5' 9" 4' 0" 7 6" / / / \ \ \ 0 5'-ON l'-0" SLIDER 5'-0"x 1'-0" SLIDER 5'-0"x 1-0" SLIDER 5-0"x 1'-0" SLIDER gyp0.2? 40.0///•%/15------------e ci%-0'/ - %yg PATIO o PATO N /�:%%//.%%/. %/%/././,%/. ,A,_ /%//'''' a�:%'Oe o - w w o -% B—�%; \ \ \ \ ggg® PATIO o PATIO 3 0" 3' 0" o o / / i / �\ ♦ i 3' O„ Client gggg 4' 6..x _ P"SLIDER ' I '°" e® %a ,.4'-6"x 4'-O\SLIDER ,,; \"w0 > , 0 d 6—' 4'-0" SLIDEdY/'% ♦ LC S'/, • :f' -z;, J� 'f ''; /,/..f6 e '-/ ///,/� /;: Evergreen Builders, L DININGDINING do Joe Westerman ♦ i 7420 SW Hunziker Road, Suite D LIVING LIVING b Tigard, Oregon 97223 DINING DINING 8-10x8-5 \ in 5-3"x13-n '-3 `''-.r NOT ALL UNITSARE PROPOSED iI = 10'-0".8-8' in 10•-0'.8'-8' LIVING TO BE PROVIDED WITH WINDOW 4 51 TURNING AREA LIVING UNIT TO BE TYPE B ACCESSIBLE © is 61 N II-6"x AT THIS WALL OPTIONS I \ *ta-to n'_6'. � / EF. ® 5MIN.CLEARANCE UNIT TO BE TYPE B ACCESSIBLE ' REF. R$F. 1'-11" 8'-2 5'MIN.CLEARANCE OPTION I // `� 7�—\ RAF. / \ i KITGHEI�\ / / 1 - - - - - -- - - - - - - - - - - - I KITCHEN 8'_2'.a' S.. \ l / / N i UNIT TO BE TYPE B ACCESSIBLE UNIT TO BE TYPE B ACCESSIBLE ( �ry SINK r4, � I Project �► ' \ OC vO \ OPTION B OPTION B \� SINK Q0 A ) �} `A23 1 k , \ I D W z °Nil 0 C \N 0I Q)c- RANGE / --/ \ /f RANGE I� Greenburg Road Apartments 2 ` 1 . w \/ I N 1 \ / r– ,IN \ / 1 9550 SW Greenburg Road \ . _� Dow o � II IEL:AT I Tigard, OR 97202 ss, \ LW_ _:._ / i KITCHEN _ _ _ _1 F- KITCHEN 1 11 3'-10° o s 10 A / / / / Dc), 4a �J b_R 8' 6'x9 2" / \ 8' 6., 9. 2' Il/ 3 O \mac / RANGE / �– -~ \ 3 0 I / I \C \\ RANGE _ p Designer e a Or 0 7; �� \ i/ ' 2 _4 �' `9 o Builders Design, inc. .0#:),__, O_ o ❑F ❑F n \ I 111 ° 11125 N.E. 7:2,02 r St. REF. i__FI- - 8 - — REF. Portland,OR 97220 O \C? ' I ` °s "' s.,— 4 � , I Office: (503)252-3453 I T:r— — 0 D W o\ W D — Ci– Cedi AN e / 3 r0• 3Vi \ ( .{ lirCI ❑ 6 ❑ �J F \b, ', II d o Fn, t, \• FIP.ELi, —I(1-_,-, J \ g roj 00 N i II SPRINKLER RODFI ¢ Lc, in isiC DI � — — — — — I k 2 0• 2 4 2, 4„ 2 0„ kI N WH ® a D W �© \ I� / • ((� W D D ® - 04 e \ P X w A FIRE i a, / ita ` /J 44# ' SPRINKLER I0 r+ •\ /, I Okl o n 3 0 / �/ IFOOFI �� �Z 3 0 1 BEDROOM 5 , 0 BEDROOM 11 'Truk ` O 0 O / NOTES. BEDROOM K� 0 0/ BEDROOM I 1 10'-8'x17-0" ,'___ 10'-c •.2-0" UNIT ENTRY DOORS TO BE 60 MINUTE FIRE- \ - - -- ----- - �, i .- 12' 2"x 12' 8" 12'_2".12'-8' ? - ' 0 $0 RATED WITH CLOSERS AND SMOKE GASKETS ` / % \ o ' BEDROOM BEDROOM MAX.THRESHOLD HEIGHT OF 1/2" \ , / NOT ALL UNITS ARE PROPOSED .. ao f -SIG RATING OF 30 • ! TO BE PROVIDED WITH WINDOW a < o'-o"x1a'-o' I 0' 1o'-0"x1o'-0' N• I AT THIS WALL" •'�,`., 6 m _ 2 O..x 6 O„FIXED `• 2'-ON 6'-0"FIXED 2'-0"x6-O"FIXEr -- —"1 —\ 2'-0"x 6'-0"FIXEr - ;— \ \ \ ' 5-0"x 6'-0"SLIDER / ` 7 -o" 6 -0"SUER /' �` ` WALL LIGHTS-PROVIDE 1-HR FRE PROTECTION �` o ��� , 4'-0"x6'-0"SLIDER 4'-0"x6'-O' SLIDER 4'-0"x6'-0"SLIDER 4'-0x6'-0"SLIDER WIRING TO BE PROTECTED IN THROUGH PENETRATION IIIH / / [i i IN ACCORDANCE WITH SYSTEM NO.W-L2196. / / NOTE:PEDESTRIAN LIGHTING TO BE PROVIDED AT OUTSIDE (C) COPYRIGHT 2015 NOTE: OF EACH EXIT DOOR.LIGHTING TO BE PHOTO-CELL ACTIVATED SUMMIT ENGINEERING LW THESE DRAWINGS ARE THE PROPERTY HORNS€STROBES REQUIRED AT STAIRWEL AREAS -THE MEANS OF ILLUMINATION LEVEL SHALL NOT BE LESS OF SUMMIT ENGINEERING LW AND THAN 1 FOOT-GANDLE AT THE WALKING SURFACE ARE 3-0" 2'-0" 6-U' 2'-O" 3'-O" 3'_O" 2'-O" 6'-O' 2_0" 3-0" NOT TO BE USED OR REPRODUCED IN NOTE: /r X /� 1 4 , ANY MANNER,WITHOUT PRIOR ALL LIGHT FIXTURES TO BE SURFACE MOUNTED. WRITTEN AUTHORIZATION. NOTE. BED PLAN / / NO LIGHT FIXTURES TO BE RECESSED INTO RATED / �, O 16'-0” / TYPICAL 1 11'-6" 10'-6" 8'-0" 10'-6" 11'-6" ASSEMBLIES OR IN CONTACT WITH INSULATION o / / / 'r REVISION SCHEDULE: 52'-0" HORNS E STROBES REQUIRED AT STAIRWELL AREAS REVISION DELTA ISSUE DATE TYPICAL 2 BED PLAN 1/4"al-0" v 30"x48 PROVIDE GRAB BAR 17 00 , 30'x48" \ CLEAR FLOOR SPACE BLOCKING PER DETAILS 430 CLEAR FLOOR SPACE z I �: t PRINT DATE: =' c 6/21/2016 6:17:23 PM � I \ / � -� � I CLEAR I r..�" I-- — \ ---- FLOOR E ©r E SPACE PROV DE BLOCKING FOR POSSIBLE FUTURE GRAB BAR INSTALLATION / / /\ SHEET TITLE: 3-6 ;, 39-47 ENLARGED TYPE B i a it : ?=s;i ' 75- 1513 9 36min 990- 1040 ADAFLOORPLANS :: Lt9mex xt in ai co °S230 i2min I oaillFOR WATERGLOSTo – 72max Zn rik \ Cifi L K' () 8(? III\ 46 min C. . 48 / , 1065 \ IP (a) Elevation Fig.32 Clear Floor Space at Lavatories ' C a lEHSection / 7 CLEAR SPADE \ C e 30'x48" 12 max 24 min 24 max r`Qa r DRAWN BY: BSY 30"x48" ams FOR LAVATORY CLEAR SPACE + I .•- v 670 610 Tel I ° Feel APPROVED BY: FOR LAVATORY M I NOTE-SHEETROGK BEHIND TUB/SHOWER I �± i' `i' / / I PRIOR TO INSTALLATION TO MAINTAIN 1-HR FIRE RATING back wall "a a) I SHEET: • t as W D a \ .�. 0– 'i 1=I 41110 1I Q D W – v 3 '. r • E 0 FP1 I _.o CI �� � ' *„,12 mire \ /i�� // TYPICAL 2 BED PLAN - Callout 1 305 TYPICAL 1 BED PLAN - Gallout 1 \ 3,8 =,_D / / 4 ma 3/8".r-0" 100x JOB NO.: 9812 {b) Plan SCALE: As indicated 4 Aa / / / / SEE DETAIL 5 BELOW FOR TRUSS TO WALL FRAMING Client /- SEE DETAIL 5 BELOW FOR TRUSS TO WALL FRAMING 6x6 P.T. POST 6x6 P.T. POST Evergreen 6x6 P.T. POST 6x6 P.T. POST g een Builders, LLC W/SIMPSON EGGS POST CAP .� W/SIMPSON ECC66 POST CAP W/SIMPSON ECC66 POST CAP ` W/SIMPSON ECC66 POST CAP c/o Joe Westerman ON SIMPSON ABUSE, POST BASE / ON SIMPSON ABU66 POST EASE 7420 SW Hunziker Road, Suite D ON SIMPSON ABU66 POST BASE ON SIMPSON ABU66 POST BASE i t Tigard, Oregon 97223 4x12 HDR ' 4x12 HDR 4x12 HDR ' r } �� 4x12 HDR I I _ "� I I I t I ��isr- r I � I t �I � � y III , 1 1 1 Li . _L . I1 1 I I ; I , s: 1 I/ 47 1 1 41 _ 1 � /� nnI 1 ' /i..f.. II �'.,.i� _ . -•_ _— I1*:". 1 ,�, _ \\ / / i ' '• Project I� Greenburg Road Apartments I 1 9550 SW Greenburg Road Tigard, OR 97202 v 0 v v v 0 0 0 0 0 0 ci - -- BEARI�JG W LL I BEIRI G WALL u /_/-- / u~i r r r till; r i r '♦ u~i / i r r r NTTT� Designer o I 14x4 POST IIJ WALK... 444 POT IN V4ALL I o 0 0 o i o Builders Design, inc. --- - -- --- -- 11125 N.E. Weidler St. __ -_--- -- 1---r--r--1-- , r- t i---r--r a_c_r_i_i___F__4__J__ I---I- _t-- -- ---� -- r-- T-- --�--- --T--- ---r--Y--y---I --� -- 1__ Portland, OR 97220 nrnl�-nw- - - ''ZOG =‘-r: L. - b clan=nn-nnem:aneunenn_m::m_w�_nll_m:an: i BEARI�G�ALL Office: (503) 252-3453 1u-t1_nq.---''' -•- - '-- ----•-�_mwm_tutr, - _ -1---f---t- ---- B I INC I ALL I /�\ - - Ti I Jar 1II II J-- �� v2°xML --,-7- 1- 5a - -q---f--- �y tt1-- IILGE ' I 1: -1/2- "G<,U LU4ION6ERj ' �U210WANG�RS I i C. t_ n ul iL�J it n+ I 1 —'r1r , J ,. L ' i• ce•,— r I _F_1-- jj I II 1 I I I I I I I I I I -_ -- 1- I I I 116' 111' �I 1I I T 1 _ _ - --r-T- I I T--r +--I_- IA. 1 I I ® 3-1/2k9"GLIJLAM i I cp 1-1/2 x� GLUtIAM C. tg u 11 r-' ~ r ' +-- ---\,-1--- . -1--------k61(29,0- --1 -±-r--1- 4x61PO5TINW •*, Int i I j I I SEE DETAIL 1 BELOW FOR txo IN tiVALL I4x12 HDR ' AILL / - --7 i1 i I I CONNECTION AT TOP OF ' ' / _ I I I `I I 1 i I I I I WALL TO DRAG TRUSS i i s- '' -/. I t I I I 0 r 6 I I �� C v "Eer M - ' . — a I /. tt �! '\ I I 1 I I I 1i III SEE DETAIL 1 BELOW FOR1 4x6 .Oc I / I ♦J I \ I u I I II �\ \ 'I I ° ' o CONNECTION AT TOP OF/ I 4x6 POST IN WALL I \ I n I 1 ` 1 " 1 WALL TO DRAG TRU55 MS • o f I I t o \ 0 1 Ii 1/ 11 IT ii 1 \ INA I , , . Q ii , ,--�/CI _ J__J___I___t_ lin \ =‘ I .. ...t-- -- V-ii I T T� � VI I 1 I I I I ( n• :_ m.am�nrnrm:am—m—m- _ Win,m�nru. 'u.- �, �u •�� i { !pp'�I---+--4 -_L1- 10I - I _ _ -- - II /r '1 I •B RING VALL I I I �♦ 4x12 DR - - r--1-- ,I ® r . E1 } I ill I 1 III11 , BEARING WALL I I 14x12 �DR I I . I / I I I BBARINa\VALLI 4 B�CARIN�r WALL l\1 X �� �/ I 4x6IPOST = - 5-/2 p 9 G LAMiii b 1-ill1/2 x�" U II,AM / / I -. (C) COPYRIGHT 2Dt5 SUMMIT ENGINEERING LLC THESE DRAWINGS ARE THE PROPERTY OF SUMMIT ENGINEERING LLC AND it ' ARE ,r NOT TO BE USED OR REPRODUCED IN ANY MANNER,WITHOUT PRIOR WRITTEN AUTHORIZATION. ---"---4Th ).! b-1--4—Li irr / a..iallllz . ==I_i. -NI rj-0-4-4Y rt r REVISION SCHEDULE: REVISION DELTA 4x12 HDR 4x12 HDR 4x12 HDR ISSUE DATE TYPICAL 2 BED FRAMING PAN TYPICAL 1 BED FRAM NG PLAN tW=r-oi. PRINT DATE: 6/21/2016 6:17:24 PM / / / :. _-.._-_ / SHEET TITLE: FRAMING PLANS / DRAWN BY: BSY APPROVED BY: SHEET: FP2 JOB NO.: 9812 SCALE: 1/4" = 1'-0" I 4i 40 -O" / ' / 20'-0' / 20'-0" - 5 / 4'-0" / 5' 9" / 2 / 9" 5' 9" / 4' 0" / 7 6" \ ` \ 5' 0"x 1'_0' SLIDER 5-0"x 1' I 16--a-4-0" SLIDER 1 . PATIO-515.F. w w a-4 F -'t TEMP. gir, it PATIO , TEMP. T cs,di ,-,/ 5'-0"MINIMUM I -\ i9 4'-6"x4'-0"SLIDER I 4'-6"x4'-0"SLIDER ot B d THESE LINES INDICATE KITCHEN 1 LIL ni ni REF. AREA OF3o"x48' in DINING DINING II GLEAR FLOOR SPACES FOR EACH FIXTURE KITCHEN SINK TO BE \ a-s x a-10" LOCATED MAX.34"ABOVE FLOOR / / , Eta — — 5, 1— AL —� — .✓ \. G rn / / SINK I Il O ~ r I 5-0' MIN. 10 1o11NG LIVIN c re I Client O— RAF KITCHEN I I RAF Evergreen Builders, LLC O O O I - 3'-5`.a'-2" -- I 7420 S Westerman ry KITCHEN SINK TO BE I I KITCHEN c/o Joe SW HunzikeWesterman Road, Suite D I I RANGELOCATED !1AX 3,ti E FLOOR ° _ _-- r �o �� I ° Tigard,Oregon 97223 J 010 1-;--\ 1° ' ® I 010 O _ � I- I O, __Jrft r I RANGE ��O I- I W.G.TO BE 15%19"ABOVE FLOOR I I __H J I I I I I I -MEASURED FROM THE TOP OF THE SEAT, L I DW� J>-• , 2'-4" / 3'-11" L 1 G\\ J I— I $ — J \ \ PROVIDE GRAB BAR BLACKING — — -- — -� - — �— - — - — _L � _ \ / / r T FOR FUTURE GRAB BAR 11,1STALLATION ��_ ' F on 3'-O" 3 -O" QC / / FOR TYPE A UNITS: 0 30CC ° ProjectPfpfr `-'r (a)The cabinetry can be relieved without , 2 " n m Greenburg Road Apartments r___ I removal or replacement of theIlavatory, U' 5'-6" 3 - -'-- _--- - 3 9550 SW Greenburg Road 74 Ell ' (b)The floor finish extends leder the cabinetry; MIN. `� I FIRE SPRINKLER - Tigard,OR 97202 o` (c)The walls behind and surfounding the \ - I t VAULT UNDER STAIR t I Cl cabinetry are finished. 0 © ^ ,r___ ____7 0 / / TYPEA UNIT KITCHEN I� ( 3 ` t 1/T=1'-0" MIRROR'SSIWLLBEAMAX.0� o I Fp3 ;`___ ___� `� MIRROR'S SHALL BE A MAX.OF / 40"ABOVE LOOK SURFACE m i9 I 'i@ 40"AB NE FLOOR SURFACE Designer 5' 0" a rr 5, p„ \ i9 u I ©� / r— Builders Design, inc. I ©� \ 11125 N.E.Weidler St. I ® O n 2' 9" 71 � p ® n Portland,OR 97220 \ \ 3'-O" I >re„.,..2 _T—i3•_p \ Office: (503}252-3453 Iet 1 II I o in © 0 N \ ) , 0 m r- ---- o BEDROOM - - BEDROOM o / / PROVIDE GRAB BAR BLOCKING ( In xi) — b 12' a"•12' 2" I / / FOR FUTURE GRAB BAR INSTALLATION t-- f „r 30"x48" - i FOR TYPE A UNITS: CLEAR FLOOR SPADE u i i (a)The cabinetry can be removed without I —� 1 ,I removal or replacement of the lavatory; 60"x66"CLEAR SPADE I jTh. : ::' z / ' 2'-\ \ \J _ 4'-0"x 6'-0"SLIDER `� �' .- cabinetry are finished. L _ \ �� I- / 'NOTES: " • Ne ` at, ° UNIT ENTRY DOORS TO BE 60 MINUTE FIRE- — . RATED WITH CLOSERS AND SMOKE GASKETS NOTE: t MIRRORS SHALL BE A MAX.OF ° 30'x48" ` ' ' 40"ABOVE FLOOR SURFACE CLEAR SPACE MAX.THRESHOLD HEIGHT OF 1/2' HORNS STROBES REQUIRED AT 5 AIRWELL AREAS -5TC RATING OF 30 FOR LAVATORY -' WALL LIGHTS-PROVIDE 1-HR FIRE PROTECTION 28 " ` ; / WIRING TO BE PROTECTED IN THROUGH PENETRATION OS.2 / / IN ACCORDANCE WITH SYSTEM NO.W-L2196. NOTE:PEDESTRIAN LIGHTING TO BE PROVIDED AT OUTSIDE / / (C) COPYRIGHT ERIN LL SD W 015 OF EACH EXIT DOOR. LIGHTING TO BE PHOTO-CELL ACTIVATED SUMMIT ENGINEERING LLC 0 -THE MEANS OF ILLUMINATION LEVEL SHALL NOT BE LESS THESE DRAWINGS ARE THE PROPERTY THAN 1 FOOT-CANDLE AT THE WALKING SURFACE OF SUMMIT EN AREERING LLC AND NOT TO BE USED OR REPRODUCED IN 2-11" 2'-O" 6'-0' 2'-0" 3'-1" 3'-0" 2'-0" 6'-D" 91/2' 3'-21/2" ANY MANNER,WITHOUT PRIOR - / / / WRITTEN AUTHORIZATION. 16-0' 7-111/2" 16-0" / / / / OVERALL 1st FLOOR PLAN - TYPE 4/ A UNITS REVISION SCHEDULE: REVISION DELTA ISSUE.DATE 1/4"=1'-0' TYPE A UNIT BATHROOM 1/7=1-0' t E PRINT DATE: coPROVIDE BLOCKING FOR POSSIBLE FUTURE GRAB BAR INSTALLATION j 6/21/2016 6:17:25 P7 / 3`6 ' C 3 39-41 SHEET TITLE: 75- 150 9 36 min 990- 1040 rn t; ./, ENLARGED TYPE A co o; a 230 '915 12 min 54 min ADA FLOOR PLANS map 24 min 305 12 max 1370 • m �r V� INIMI 610. 3t35 kit& l • 42 min 7 c ,5 1065 (a) Elevation to 12 max 24 min 24 max tom t Section 609,4- / / 305 , 1v 610 610 I I g �"',� " ,7 DRAWN BY: Author NOTE-SHEETROCK BEHIND TUB SHOWER f I fI I ;' titmt. I APPROVED BY: Checker PRIOR TO INSTALLATION TO MAINTAIN 1-HR FIRE RATING I back wall I u7 I I a `�' ,) / / m SHEET: 5° 3 ' a ' c I FP3 w c' ! `*,`12 min . ! —., 305 4 rnax / 100 (b) Plant JOB NO.: 9812 SCALE: As indicated SHEARWALL SCHEDULE FLOOR SILL PLATE DRAG SHEA PANEL PANEL EDGE TO RIMBOARD & TRUSS TOP & BOTT SILL PLATE R THICK- NAILING3.7 RIMBOARD TO TOP TO PLATE TO FOUNDATION REMARKS9 ® ® — WALL NESS2 PLATE BELOW WALL BELOW NAILING' ATTACHMENT4,5,6 TYPE ATTACHMENTS ili6 6 — 6 \ _ Al© ril \I I 666A 15/32" 8d at 6"o.c. 16d at 6"oc SIMP.A34 AT - 1/2"DIA at 36"o.c. Va=280PLF16"OC , , \ 4ulI OB 15/32" : ::i:: 16d at 4"oc SIMP.A34 AT 1!2"DIA at 24"o.c. Va=430PLF —� `' _�� ` I 12"OC . ,...._ C 15/32" 16d at 4"oc 10d at 4"o.c. 1/2"DIA at 20"o.c. Va =55OPLF Ers. . $34jitr4! ,` TAIII: �_ �`_� _ 16dat3"oc D 15/32" 8d at 2"o.c. SIMP.A34 AT 6"OC USE 3x 1/2" DIA at 14"o.c. Va=730PLF A A 1 SDS 16"x3 114 at 64 . 0 6 Q 6 q 08E 15/32" 10d at 3'"o.c. 6"oc USE 3x 1/2" DIA at 12"o.c. Va=870PLFa00a � � CBSIMP.A34AT6"OC °2 SIDES SDS 1/4x3 1/4 at - F 15/32" 8d at 3"o.c. 4"oc USE 3x 1/2" DIA at 10"o.c. Va= 1100PLF — — SIMP.A34 AT 4"OC , r0A5d COOLER SIMP.A34 AT - L _ 7: G 2 OR 16d at 6"oc 24"OC - 1/2"DIA at 48"o.c. Va =220PLF — — LAYERS WALLBOARDii— 5I8" AT 4"o.c. 6 •�1 \ _7 6 / 1 1 `/ / 1. (2)2x PLATES REQUIRED AT TOP AND BO1 IUM OF WALL FOR ALL WALL TYPES EXCEPT"A","B"AND"G". STAGGER NAILING_ 3x PLATE MAY "- ___ { T ,-_. __ ' L / / Client BE USED INLEIU OF(2)2x PLATES WITH NAILING- L--- \ / �___y / __ \ r- _.-- / \ �___,-� / _ / \ \ _� / EvergreenBuilders, LLC 2. APA-RATED OSB OR PLYWOOD. APPLY ONE SIDE OF WALL U.N.O. / Ir----- \ / q \ \ / / i-- _-_ \ c/o Joe Westerman L_ _ 7420 SW Hunziker Road, Suite D �� �� AN r \ 3. ALL NAILS SHALL BE COMMON TYPE. FIELD NAILING AT I2"OCTYP. i�-= I 1 ` / r � \ Tigard, Oregon 97223 4. MINIMUM 3 BOLTS PER 4-0"LENGTH OF WALL. / I \ '` / I \ / \ 5. ATTACHMENT AT NEW CONCRETE SHALL UTILIZE A36"J-BOLT"WITH 7"MINLMUM EMBED- i( � \ f / ) p q A I A 6. PROVIDE:3"x3"x 114"PLATE WASHERS AT SILL BOLTS,TYP. , / \ Q / \I 0 L- ° / 7. PANEL EDGE NAILING AT 2"OC REQUIRES 3X FRAMING MEMBERS AT ADJOINING PANEL EDGES. \ - / \ - \ 1 8. NAILING FROM RIMBOARD TO TOP PLATE BELOW SHALL BE"TOE-NAILING". I 9. SHEAR VALUES IN THE REMARKS COLUMN IS INFORMATIONAL FOR ENGLNEER AND VARIES PER PROJECT. �viet r � � � � � r - . , NN____,r -- - ���� � � � 6 � ��� � 6 Amy Project HOLD-DOWN SCHEDULE — — ' ` — 6 Greenburg Road Apartments ® ® ® ® ® ® — 9550 SW Greenburg Road ® Tigard, OR 97202 REQUIRED PLAN SIMPSON MINIMUM NAILS EA END MINIMUM ANCHOR DES. HOLD-DOWN LENGTH PAST OR SCREWS OR POW BOLT5.6 REMARKS 1st FLOOR SHEAR PLAN / / OPENINGZ 3 BOLTS TO POST ® ® ® 1 8"in i'-0' 1 CS16 STRAP 13" 22-Sd 2x Ta= 1705# 2 CS14 STRAP 16" 30-8d 2x - Ta=2490# Designer 3 CMSTC16 STRAP 20" 50- 16d SINKER (2)2x - Ta=4585# — I a— —I II \L A \_ _ A 11Bu1l25rs Design, lnc. 4 CMST14 30" 66- tOd 4x Ta=6490# II , 4 ® ,I AIL I �I , 11125 N.E. Weidler St. 5 CMST12 39" 86- 10d 4x Ta=9215# ,'+ , , V 401111PIII Portland, OR 97220 ,� �� � app,, _�, / \ `�� �,\ Office: (503) 252-3453 6 HDU2-SDS2.5 - 6-SDS 1/4x2 1/2" (2)2x SSTB16 Ta=3075# , � ,�_ �` ,` lLl 7 HDU4-SDS2.5 - 10-SDS 1/4x2 1/2" 4x SSTB20 Ta=4040# 8 HDUS-SDS2.5 - 14-SDS 114x2 1/2" 4x SSTB24 Ta=5025# �g �B ® q 9 HDU8-SDS25 20-SDS 1/4x2 1/2" 4x SST828 Ta=6605# a a Q Q111 1 �/ �/ I ® V 1 ® 1 A ° © v O 10 HDU11-SDS2 .5 - 30-SDS 1/4x21/2" 6x6 SB1x30 Ta=9535# I 11 HDU14-SDS2.5 - 36-SDS 1/4x2 1/2" 6x6 SB1x308 Ta=9905# 0 ° 12 HD19 - (5) 1"DIA BOLTS 6x6 PAB10-24 Ta=#18000 $ Mill —Nc I A A / / 1.HOLD-DOWNS ARE"SIMPSON"BRAND U-N.O. 0 f 1 - N 1 ° r 2.LENGTH APPLIES TO ALL STRAPS;MINIMUM LENGTH REFERS TO STRAP LENGTHS BOTH ABOVE AND BELOW THE FLOOR JOIST FOR WALL \ SI / , / \ , , / - a, „_:- I HOLD-DOR'N S'T'RAPS; BEYOND THE END OF EACH WINDOW FOR HORIZONTAL WALL STRAPS. 1i / 1 Z1 ff i 3.FOR HORIZONTAL WINDOW STRAPPING,FILL ALL NAIL HOLES WITH 8d NAILS IN 13"OF STRAP BEYOND WINDOW OPENING. NAIL INTO 2x A \ 1 / ® s FLAT OR VERTICAL BLOCKING. THE LENGTH OF STRAP ABOVE AND BELOW WINDOW ONLY REQUIRES(2)ROWS 8d AT 16"OC. r _ _I DOWNS NAILED TOGETHER WITH(2)ROWS IOd AT 12"OC STAGGERED MAYBE USED IN LIEU OF 4x POST FOR CMSTCI6 AND HDU2 HOLD- \ / / 1 1 \ =I / / — / \ \ �ai �'i / / co = / Iii 5.FOLLOW REQURE TS FOR CONCRETE PTH FOR CHOR TO MAEITAIN EAR 6. REFERENCE PLANS FMANUFACTURERS' R P SPECIAL DO Y6 DETAILING ANDt ANCHOR REQUIREMENTS HIGH LOAD HOLD-DOWNS 3'C EBDOTTOM OF 7 / �. \ �^V�I / / ____ \ • \ \ �'. -____ / A ' �' FOOTING. a N �� , 111 I�Q / O / O / ,_ , O - ••Gar ITER). / �i �� �-- ) 07_ INTHE"REMARKS"COLUMN,Ta IS PROJECT SPECIFIC AND IS MAINLY USED AS A GUIDE TO ENGINEER. 0 / ® \ / A \ / 8- 24"EMBED IN 8"WIDE STEMWALL REQUIRED FOR SB1x36. / 0 Ilf 0 - � _ - ° � , S. b 1 . 1 i�-�J ♦ 1 ea Lassa—.ra :r—... arrm. Nl i>_ �. \IIIr r r r Nine r - r —rr r �..--rSHEARWALL-PER P AN ��� rip'` �� ���v 1 v15 / 2 .� :•R , EAR PSN � /STRAP AT UPPER LEVEL ® ® ® ® ® ° SUMMIT ENGINEERINGPYRIGHT BLLC PER PLAN —\,)ak' THESE DRAWINGS ARE THE PROPERTY OF SUMMIT ENGINEERING LLC AND ARE ® © ® NOT TO BE USED OR REPRODUCED IN 1 :NY W RITTEN R.AUTHORIZATIONWITHOUT OR 11 ; I ii \L _ 1 / STRAP CONNECTS —� I \- 1 / O 0 / FOR COMPLETE LOAD PATH Th � ,' , ' REVISION SCHEDULE: 4 t , ° , REVISION DELTA ISSUE DATE ti - HOEDOWN PER PLAN SI.(I� A Q Q A 0 A Q . 4, . s 0 AN.- 0 4. A.B. PER PIAN II 1 0 29/DS.2 FLOOR TO FLOOR 0 PRINT DATE: f 1 HOEDOWNS l° I F I ° / 6/21/2016 6:17:26 P M 2 _1'C" i \ , / \ , , di, \ P / SHEET TITLE: FOR 2"O.C. NAILING, STAGGER AS SHOWN \ / A SHEAR WALLS -WHERE DOUBLE 2x ARE ALLOWED AT SILL$TOP PLATE FOR PLANS TYPE"G", STAGGER CONNECTION NAILING, TYP. / \ K STUD S NAILING PER SCHEDULE \ / / 11 \ / L / — \ / 3x PANEL EDGE MEMBER / — \ / — — \ / \ / — — O A Ar \ �� �O / A j 0 / 3x PANEL EDGE MEMBER 3x PANEL EDGE MEMBER 0 0) .1 1 / , ‘ 0 - DRAWN BY: BSY APPROVED BY: l SHEET: 4---.1-111111111141,11Pr . , \,...._......, zz......" . , 4 -..r-,-,=..... ..... \Impli reir \ / \ / \_._sirror 30/DS.2 - SHEARWALL NAILING o o o o S24 AT TYPES G, D, E a F 3rd FLOOR SHEAR PLAN 1/2,-1-0, JOB NO.: 9812 SCALE: As indicated