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Plans (10) E LC2016 - 00786 REQ OFFICE COPY OCT 5 2016 BUILDING CODE SUMMARY NARRATIVE Cly OF tic,fARD FOIR A TILDING OTAL OF 9NUNITS. ALL GROUND FLOOR UNITS WILL BE 1TS OF 3 1-BEDROOM UNITS AND 6 YPE B ADA UNITS. _OM umrs $U�����rG�T V ISION SITE INFO: GENERAL INFORMATION aus • Property ID W273156 ,nmm�m.. FIRE RESISTANCE RATING REQUIREMENTS FOR _=-_,a., ,Iimmnnllnrn111.. • County WASHINGTON EXTERIOR WALLS BASED ON FIRE SEPARATION DINSTANGE .ronin... ..airm111u1nu1numn.. • _-. - ..111 imom11111111111111111IIIaimm.,. _---- Store ID 15126DG00900 'iniiiimi lml` X<5 1 ..n1nMlnunnu1111.. . 11nulrnulnnnnnnrlunnunnnna,. .ninnnrnnlrnn11un1rnl.. - 411111111111111111111111111111111111111111111111111b.. --- • Alt Account# R238282 5<X<10 1 .n rnulrinmun11mm1111116, - .aiulrnlllnunnulmunrnlnrnlnrumnnnri nnnm,_.-1_.11911._.11._._,,In1m11111.. .ninlumm�nnunnun11Mnm11111111II mulmul�.. 111L SITE INFO 10>X>30 0 ar iuw� ■1111111._ -� nlrnn11nuunu111u111n1m111111111111,•a...,a...,a....r,_O11r11111�. .n111111111111111111111111111111111111111111111• Site Address 9550 5W GREENBURG RD X>30 0 larr -1,1111.- ..niminnnnnnn11nnnn11nnn11n11r � • City/State/Zip TIGARD - •rl.•,•1.11■r...i■r■..i.L..,.I!n�.,a..,a - `� ISIIt _, S . 111 III inn 1111 WE 111- Hi 11-11, r� ASSOCIATED CASE NUMBERS: 111 111 ^' - 11111 11111 1111 111111 111 111 = as g m 111111' 1111111 rlrlrrrrr� r1rl� SITE DEVELOPMENT REVIEW(SDR):5DR2014-00002 111 111 111111 11111 11111 nmI 111 01 nnm 11111 111111 nnm / / ADJUSTMENT(VAR):VAR2014-00010 111 111 111111M1 111111 111111 Mill Inns 111 111 111111 1111111 MMM 1111111 1 / ADJUSTMENT(VAR):VAR2014-00011 11 111 11111 11111 111111 11111 111 III rlrlrlrlrlrl■ 1111111 NM 111111 1111111 rlrlrlrlrlrl• rrlrlrlrrr� Client r1rl� III 111 rlrlrlrlrl� _ _ 111111 1111111 11111 nil ii m r1r1r1rll 'I`� 111 111 '� 1111111 1111111 rrrlrl� 1 II I 1 I rlrlrlrl► -11111111111111111111111111111111■11111IIIIIII1111 _ 1111111111 111111111111111101111111111 111111110 WWI I I I III it I I I 1 Evergreen Builders, LLC PRESGWPTIVEENVELOPEREQUIREMENTS-OEESG401.1 1� Snn11111111n1111111mn111111uuu1111u111 linnnnnnnnnunnunrunl11unmunu I EMI 111111111111 1111111111111111111111111111111111111 I n1f 1 I1 I'II,ItII,11 1I111I111� �t I I 1 11 hill n Go Joe Westerman rr� 1ffl1111{1111ILII.Jill.11�'I,II�11,1��11��1� _ill u I Irl 11 1 WALL INSULATION-ABOVE GRADE R-21 //a ma Inn mum 11111111 nn111M11n11 nm �1m Ln1'n1I n n1pm nm 11m nm um 11111 7420 SW Hunziker Road,Suite D ��nmm�nunm11nn11u1ruulnnIuiiUi oomininm1111n1111n111■n1�11111m ��Iril(I(nII Ill�d�mrdul liuni ma l�l�lr�I�l Tigard,Oregon 97223 WALL INSULATION-BELOW GRADE R-15 �n■nmu 1pon innnnn11nl amino uunnng11111unMmn.mnrl111mmmu� I r I L I I 1 111 111 r� 1111111 111111 111111 111111 �- rl� r� FLAT CEILINGS R-38 nI 111 mm 1111 111 111111 111 m 1111 1111 - umr mml VAULTED CEILINGS R-38 11 111 1 1 1111 11m 11111 non 111 111 r1rl� 1111111 111111 111111 111111 rlrlrlrlrlrl■ rrrrrrrr� UNDERFLOORS R-30 m 111 IIIIIMIMIMIMIIMI MMIIMIIIMI illi amu 11111 11111 111 111 111101 Mum nolo 1111111 ii1111111111 SLAB EDGE PERIMETER R-15 111 III = 1111 Inn 11111 111 ii 111 III r� mil 111111 111111 1111111 rlrlrlrlrlrl■ ii illim HEATED SLAB INTERIOR R-10 1111 al III 111111 1111111 J Mor 11111 11111 1 1 11 I 11 I 1111 1111 y 1111II �1 I I II I WINDOWS U-0.32 I 1 1 II 1 I I I pI�1 'yAr� ll�� II IIIIII 11'1I111II��I III rlIII n1 �� I� ��` I 1111 1 1 I 1 IINI111SKYLIGHTS U-0.60 nlrf�ilif� illffw?I. 1 __ 11000 I II l l 1 IIII�Iifll 1 I ■1 n 1I I 1 n�1'1 'I 111 Ilia. u Ir1 1 1 1 t I 1 / �111momo11111111ntom1.,. __�_ II II n11inam1111 inimiumm Millimoim1111I111111ib, I i Ii EXTERIOR DOORS U-0.20 .1i11n111rm1rm1nnlnnl. lmusitimmum.um.1■m■1n11 ..1'mmlmmlmmmlmip. 41natlpn■1■Im1■msion lmaw / / ___• EXTERIOR DOORS W/>2.5 FP GLAZING U-0.40 /■ i - !■,� �� �+ A11 - !Al ■� ■- _511 - Iii - Project 111 m nn IN Lel IWIamFORGED AIR DUCT INSULATION R-8 mifli ��i a m 111 111 IN a,. .: nn r>_ I ra 111 m a to m1 oro m1 a a Greenberg Road Apartments ADDTIONAL MEASURE CHOSEN 1 _ 1■ in 1111 nmiin �119550 SW Greenbur Road 4-Ductless heat um : .ion 111 m rtrtrtrt� 1111 pm 111�1E1 nnl am _snmil1111•11 1 rtrtrtrtr>• g 9 ni -r Im gni 11u1�1��n n� as Tigard, OR 97202 pump: :��_� . .=t I'll �IrQ;�.� �m. �,�.® , Ir .. • -.11■ ■��I ■ fir: 1� j 1.:� ra: 1.=-� Windows to be U-032 -illlml 1pe■rmil :a■1 IO; !l■• e■0'21 -!I i� 11 ;ea■ ■0:11 -1111rrrrrr4i fags O� ,1=0■e:i I0� H■O; -i1111�1�1111 I.1®adi .®� tali a■111®1i® �l®: . ®r !11 .�® ■a•q !®i ! .f�'�®a��l molt. i T■•�L111 :•6_ I • i= I • � Arn•mor- a ��0."' :a•�. - rui _ __ -1111r�12 •I�•"� ��.. J'r.. A• ��• 9•f -11111�Irr111 � • L ! - - 11 - ..a L 11. i m I•- 1111M1al -.ae i--_ 'B. 1..__-.11-��• li - - his._ i1111r11I1r111 i1:' n:•11112®P�`nre- • '-'::I :t .•.®!i:%®1:.0i!:hiseis®tittra7®!:®drS: ®ISS r -uieses1um11 P'a:•I .ss:_im®::teml:t®:rlrf.. ®Jt®r.m®�r1■ ®ice 2 / / ;Tamar 1.-.•■ w-sa�.■ i e:i - •e 11- a 0-•a �a-e 11_0 11 re_e a 11 •0 a- m i •a a •1 GENERAL CODE SUMMARY NOTES �'111___L11 1 0■m 1,:111■:a■m,_11■o;;_a■m.;.1�.■ 0■0,_��__�m__I•c__I.�,__/�, h'cu;0■p.-;a■m,_a111;::-al �.11��.-g !.....��_..� ■ r 0■p.:u■m, ■m, a■m,:.■m; r ®1d.•®■.®1•statair'Ps ■. ®■. 4 ®4 ®4 I. A ®?dram l •■ �llras ��i1®t. ®�1 ®t• ®afP®✓•. ■r7�Jllll�l■v%.11_1!G.8.1•a-i/ B Vag Si . 1.��6 ■ 9Allinri®�r® ,r®��®l!! ' .701r.aiTl%_a�ni Wi !x• 1■-1111-I�yQI®an �smama'®gid i/ d).Ba••••••.a.a.-Lim.1 / -� 1 I.OGGUPANGYOFALLSPACE515R-2 :�� .,.s ::� _I��._��^!1.r. 1•.�--..s. s.e. ..�. .1.e1:.e:.e..•1.11....�..._x�._�..._...�. 1. 1,�a. ...e. ...e. e.a. 1,��.��_oe�.-��.'�.�.e BUILDING CODE SUMMARY-2014 OREGON STRUCTURAL SPECIALTY CODE Designer CHAPTER 4-SPECIAL DETAILED REQUIREMENTS BASED ON USE AND OCCUPANCY 12 ft, 24 ft2 12 ft2 30 ft, 12 62 / 24 ft2 12 ft2 12 ft2 24 ft2 12 ft: 30 ft' Builders Design, inc. 420.2:WALLS SEPARATING DWELLING UNITS SHALL BE CONSTRUCTED AS FIRE PARIITION5.1 HOUR PARTITIONS PROVIDED. 11125 N.E. Weidler St. 420.3 FLOOR ASSEMBLIES SEPARATING DWELLING UNITS SHALL BE CONSTRUCTED AS HORIZONTAL ASSEMBLIES.1 HOUR SEPARATION PROVIDED. FRONT Portland, 97220 316".r-o" Office: (503)252-3-3 453 CHAPTER 5-GENERAL BUILDING HEIGHTS AND AREAS: 503.1.2-BUILDINGS ARE SEPARATED FROM EACH OTHER BY AT LEAST 10. FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS 8'-6" / 38 -0" 8'-0" 21'-111/2" TABLE 503:ALLOWABLE BUILDING HEIGHTS AND AREAS:OCCUPANCY R-2 CONSTRUCTION TYPE VB TYPE V-B BASE ALLOWABLE AREA PER STORY:7,000 S.F. PRIMARY STRUCTURAL FRAME 0 MAXIMUM NUMBER OF STORIES:2 BEARING WALLS 0(1-HR RATED WITHIN 10 OF PROP. LINE) _M _ GROUND FLOOR WALL SQUARE FOOTAGE: 608 SQ.FT. MAXIMUM BUILDING HEIGHT:40 NON BEARING EXTERIOR WALLS 0(BASED ON FIRE SEPERATION DISTANCE) WINDOW AND STAIR OPENING AREA 252 SQ.FT. 504.2 SPRINKLER INCREASE WITH NFPA 13 SYSTEM:3 STORIES,60'HEIGHT NON BEARING INTERIOR WALLS 0 414% 506.3 AUTOMATIC SPRINKLER INCREASE FLOOR CONSTRUCTION 0 ttu hep,;, _ �- / 506.4.4 MAXIMUM BUILDING AREAS: AND SECONDARY MEMBERS 11 rE .."" " . . .,.-, I, o atai"mFY:lrll11:477:017;f:ogiC__ _. d _. / / 1.s.a.w. , .1iu 1 ^' . . •.n, _- 1111.1111-_ <._NOT USING SPRINKLER OR FRONTAGE INCREASES ROOF CONSTRUCTION 0 d u x tr��� 1xll 'v • ra,r,,;�, „, CITY OF TIGARD7,000 S.F.x 200%=14,000 5.F. MAX. BUILDING AREA PER STORY.=42,000 S.F.TOTAL AT 3 STORIES t - C7 1PROPOSED BUILDING LIVING ARE4=7,725 S.F. TABLE 1021.21 _ r_ l ® ® _,� REVIEWED FO CODE COMPLIAN rC?: z II 'I■ IIS■T II D II_� ,STORY O MAXIMUM#OF DWELLING UNTS MAXIMUM EXITAGGE55 TRAVEL DISTANCE ! 1 j �+ "' ,I, e '- I■I L1 » FApprooea: r' Q(.�f"'a( _ 11 i NO FIRE ALARMS PROVIDED OR REQUIRED STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOR R-2 OCCUPANCIES CHAPTER 6-TYPES OF CONSTRUCTION - I { I ••'' 'i1 ; 3 1 1'fi{ 1IIIIIIuil ;..nom OTC: [ J CO74 - IIlfl.I1 .I !!111111 IIIII III l 11t 1 BASEMENT,FIRST, SECOND,OR THIRD FLOOR 4 DWELLING UNITS 125 FEET ■111 1111' CO TABLE 601-FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS: v11 . IN Permit#: 0 110- CO 7 g- d .1 TABLE 705.2 e ' NO FIRE RATING REQUIREMENTS FOR ASSEMBLIES FOR VB CONSTRUCTION r® - ■4®11" -��>S rr�■ o 1� 1 Address; err)f� C, , ���.,., bar /a I ' MINIMUM DISTANCE OF PROJECTION m 1, ittrear I .I® I. -. ■I■L.I�,t , TABLE 602-FIRE RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE _ : . - SIE p FIRE RESISTANCE RATINGS ARE BASED ON ACTUAL AND IMPLIED PROPERTY LINES. FIRE SEPERATION DISTANGE(F5D) MINIMUM DISTANCE FROM LINE USED TO DETERMINE FSD w::: :•n if t' !li r'Iii!li u i j r ^i!iiial Suite#: - -_■_�'( 1miiiiiiiiiii111111111111111.._ ! � 1111111 --___ _IIIIII �.., n . Dates t (n i(I, 'C `1, ' 0 FEET TO 2 FEET PROJECTIONS NOT PERMITTED _ = lalpl Yli11b min-- 1111- 11111 Him!!!!!!‘tip== Ly' (% CHAPTER 7-FIRE AND SMOKE PROTECTION FEATURES GREATER THAN 3 FEET TO 24 INCHES PLUS 8 INCHES FOR EVERY FOOT OF tt,,a t ' i"1 _ _�N --&2= i `.. . .4 %' 705.11, EXCEPTION 5-PARAPETS ARE NOT REQUIRED-BUILDING PROPOSED TO MEET EXCEPTION 5 LESS THAN 30 FEET F5D BEYOND 3 FEET(OR FRACTION THEREOF) r® - _ ■ ^�®r�� �N a G�� l�I ',. 'j �' 9" I - -1/2'FIRE-RETARDANT PLY.WD.TO BE PROVIDED WITHIN 4'OF EXTERIOR WALLS _ ■ ' -PROVIDE CLASS G ROOF COVERING 30 FEET OR GREATER 20 FEET ,,' •:• �•»• " ,, nrtr, . 1111-1111_.. ;. ''. 111 1_- - 1111. _ - 1111 It `' 708.1-FIRE PARTITIONS SEPARATING DWELLING UNTS:1 HOUR. r ` 709.4 EXCEPTION 5-FIRE BLOCKING AND DRAFTSTOPPING ARE BIT REQUIRED AT THE PART111ON LINE IN THE ROOF ASSEMBLY BETWEEN THE CEILING AND SHEATHING. - 712.3-HORIZONTAL ASSEMBLIES SEPARATING DWELLING UNITS:1 HOUR 712.4 EXCEPTION 2-STRUCTURE SUPPORTING THE HORIZONTAL ASSEMBLIES ARE NOT REQUIRED TO BE RATED. WALL AREA PER FLOOR(MOST RESTRICTIVE): 9 . 736 S.F. .. _ _ ` 2'x 8' TABLE 715.4 FIRE DOOR PROTECTION RATINGS-EXIT ENCLOSURE 1 HOUR RATED ASSEMBLY,1 HOUR RATED DOOR. NOTE ALLOWED WALL OPENING%@ 5-10. 25% REAR / / -PROVIDE CLASS G COMPOSTITION ROOFING 3/32"=1'-0" 717.4.2 EXCEPTION 3-DRAFTSTOPPING IN ATTIC NOT REQUIRED ALLOWED WALL OPENING AREA= 184 S.F. -.I / / -ROOF SHEATHING SHALL 8E15/32"APA RATED - ® (C) COPYRIGHT 2075 CHAPTER 9-FIRE PROTECTION SYSTEMS SHEATHING WITH 8d NAILS @ 6'O.G.AT ALL PANEL WINDOWS PER FLOOR(4'(12"'5)+4'(4.5"4')= 92 S.F. IN_I_Il = B SUMMIT ENGINEERING LLC 903.2.8-AUTOMATIC SPRINKLER SYSTEM REQUIRED DOORS PER FLOOR(4'18.84 S.F. EACH). 75.36 S.F. THESE DRAWINGS ARE THE PROPERTY EDGES AND 12"O.G.IN FIELD(TYP) -- 1111- 903.3.1.1-NFPA 13 SPRINKLER SYSTEM REQUIRED. PROPOSED OPENING AMOUNT= 167.36 S.F.®-DENOTES DOWNSPOUT LOCATIONanal!! ARE CHAPTER 1O-MEANS OF EGRESS __ NOT TO BE USED OR REPRODUCED IN TABLE 1004.1.1 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT-RESIDENTIAL=200 GSF PER OCCUPANT S.M.GUTTERS ANY MANNER,WITHOUT PRIOR - WRITTEN AUTHORIZATION. TABLE 1021.2-STORIES WITH ONE EXIT-R-2-2ND AND 3RD STORY-2 DWELLING UNITS PER FLOOR-125'MAXIMUM TRAVEL DISTANCE 7,300 LB. DRAG TRUSS " ....................... 11 i / / ENCLOSED EXIT ACCESS STAIR 15 PROVIDED PER SECTION 1009 3.1 7,600 LB.DRAG TRUSS LOAD _ rJ1- -- - _- __ SECTION 1006-PROVIDE EMERGENCY EGRESS LIGHTING ON EXTERIOR STAIRS AND LANDINGS AT 1 FOOT CANDLE MINIMUM AT THE WALKING SURFACE. -.. / LINE OF WALLS BELOW �w 1006.3-EMERGENCY POWER NOT REQUIRED FOR BUILDINGS WITH ONE EXIT. lif REVISION SCHEDULE: U H----T - +1111 -� i I Jiiii1 REVISION DELTA ISSUE DATE CHAPTER II -ACCESSIBILITY ® ' r--� • ACCESSIBILITY REQUIREMENTS APPLY TO THE ENTIRE FIRST FLOOR OF ALL BUILDINGS OF THIS PROJECT. Ilk •P_} THE SECOND AND THIRD FLOOR UNITS ARE EXEMPT FROM ACCESSIBILITY REQUIREMENTS I . / _r, / 11:11.,: .- NOTE:ASSUMED SOIL BEARING PRESSURE IS 1,500 LB. I . ,�� r_1 RIGHT I 382._1-0 1 PRINT DATE: I © { © 7/7/2016 7.31:11 AM I 1 _ _ - _ 7- _ _ - - - - - L - _ - _ - _ _ - _ _ - SHEET TITLE: O I__ I I = ELEVATIONS AND • ,Q - 1111 ROOF PLAN \\`. 1 ,_-1=i 1111- I'll DRAG 1111 I � ®� TRUSS BLKG PERDETAILO5 - SEE DETAIL UI 8 + O MANII TRUSSES @?4"O.C. ® ® _ -+- - - T - 1111 - - - - - - - - - - - - i - 1111 - \ 1111 _- - / _ I.. DRAWN BY: BSY 1111 _ - APPROVED BY: JH 1 / / erir l I SHEET: - \ ,__L1 _. - A31 �� �` \ T. \ IV I :: ROOF PIAN LEFT - 1/6_1 0" 3/37=1'-0" / JOB NO.: 9812 SCALE: As indicated NOTE:ALL GROUND FLOOR UNITS TO BE ADA ADAPTABLE / 4'-6" / 2C-0" / 26'-0" / 26' 0" / SEE TYPICAL 1 BEDROOM PLAN SEE TYPICAL 2 BEDROOM PLAN iiir, 4„....._. , r Adrlir GROUND is GROUND FLOOR UNITS TO BE GROUND FLOOR UNITS TO:E GROUND FLOOR UNITS TO BE i TYPE B-OPTION B ACCESSIBLE TYPE B-OPTION B AXES•IBLE TYPE B-OPTION B ACCESSIBLE t- MIN.5CLEARANCE \.5 CLEARANCE - MIN. CLEARANCE II r /� ®� • / / / / c� •• — r .„, - Client II 1 cc C Lars- � Nr li) Li ; I ' Ever reen Builders, LLC '144Irii�1 _ �� c/o Joe Westerman , I � 7420 SW Hunziker Road,Suite D ,,,A 1 . .. ....... " ITigard,Oregon 97223 \ LJ0 I Ego: J =� / ® ® 5' \ T 0 : OD W❑ / \ O ' in H ,_., , . __ , ::,,,..i4 , 1 \ / A- \ Ak aii N,/ 1 , , , MEN 1 \ 4. ' , \ , , ‘ ,..... 1 / Project 1 .tea.I Greenburg Road Apartments 0 IIIIIIIII NEM 1 9550 SW Greenburg Road Tigard,OR 97202 / / / / NOTE:CONTRACTOR TO LOCATE RADON CONTROL VENTS Designer OVERALL 1st FLOOR PLAN Builders Design,inc. 1/5":V-011125 N.E. WeidlerSt. NOTE: Portland,OR 97220 HORNS STROBES REQUIRED AT STAIRWELL AREAS Office:(503)252-3453 r 4 W1 -FIRE PARTITION-SOUND RATED W2-FIRE BARRIER-NON SOUND RATED W3-EXTERIOR WALL-NON-RATED / / CO NOTE: CONTRACTOR TO GO-ORDINATE WITH GEO-TECH FOR FOOTING PREP AND FOOTING INSPECTION z t I W4-INTERIOR WALL-NON-RATED E - ' i' 14— NOTE: J NOTE: m ENSURE ADEQUATE FOOTING THICKNESS FOR HOLD-DOWN ANCHORS PER HOLD-DOWN SCHEDULE AND SIMPSON LITERATURE WALL LEGEND ;z / E, 1/4'-1'-0" NOTE: MIN. 18" FROST DEPTH ON STEM WALL FOOTINGS - MAINTAIN SISTENT TOP OF STEM WALL • PROVIDE 2�4 REBAR CONTINUOUS IN ALL STRIP 5 -9" a'-o° 7-6° 12 -o° 4'-0 7 3„ / 26'-0° / ' -' / 4' 6" 9" 7 3" 26' 0" O / )' / ,'_ 2-9/ 7-3" /4'-0"/ 12' 0" / :.. - PROVIDE (2) #4 REBAR EACH WAY IN ALL 24"x24"x12" GONG. FIG'S , ;, - PROVIDE (3) #4 REBAR EACH WAY IN ALL 30"x30"x12" GONG. FTG'S / / FOOTING SCHEDULESB1x30 AB.5 (C) COPYRIGHT 2015 SSTB28AB:S SB1x30AB.'S — SUMMIT ENGINEERING LLC Q -48"SQ.x16"DEEP W/(4)114 @ TOP 8 BTM EACH WAY p Q 30"5Q.x 25"DEEP W/ 3114 @TOP$BTM EACH WAY OA (— _ _ THESE DRAWINGS ARE THE PROPERTY ® - ( ) ---F , -° r I OF SUMMIT ENGINEERING LLC AND Q -16'x 5'-0'x12"DP.W/(5)#4 REBAR TOP$BTM.EACH WAY El -4. 111 / ARE p n O - o ° t - - I ✓ I \ \ NOT TO.BE USED OR REPRODUCED IN / \ a I ANY MANNER,WITHOUT PRIOR (SITS BELOW STEM WALL,A.B:S NEED 24"MIN.EMBED) I : I U U ° WRITTEN AUTHORIZATION. L ;c1:// - - - - - - � I ` _ - -�- � 4'GONG. SLAB ON 3/4-COMP.FILL I ^ I ° I ° / / 55T816A85 I I 55i816A.B:E n REVISION SCHEDULE: W/FBERMESH(TYP.) I 55TB24A8.'S I 14'-0^ `O ° 55T820AB.S I I REVISION DELTA ISSUE DATE I 9'-9" II SSTB20A.B.S rn 3 2� I7I 2.. L 13, 9. I ) zl a ItSTB20 A.B.'S � — � �I- 7 , \ 1 - - - -D Dt,i ar- -\` �� — — `q `9 I ° 55TB24AB:5 Ls - - 8'GONG.WALLS W/18•x10•CONG.FOOTINGS \ ° L6-1 r I . PRINT DATE: W/#4 REBAR AT TOP OF STEMWALLS I /4-11 I . 1 L J _ I4�L I D I I 0 7/7/2016 7:31:12 AM W/(2)#4 REBAR IN FOOTING I I, 11'-6" I1. 18"x12'GONG. / AND#4 VERT.DOWELS @ 48'0 I 18'x12"GONG. FOOTINGS • in -TYPI' •L FOOTINGS I L_ - G` O� ; SHEET TITLE: L \ �— J . ac- O a = 1st FLOOR & FOUNDATION PLAN tg SSTB16AB:S — — r SSTBI6AB.'S ° I o I \ . I I 557816 5.8:0 L _J - L J ti' 6„ ° I o 55T316A&S I X .I/I 1 . \ — - - - - �/ *t_i_ " * s �I — —y -----• _ _/ _ _ DRAWN BY: BSY SSTB20 ASS ssT82OAB:5 I SSTB20AB.5 APPROVED BY: 2 -G" 2-0' SHEET: 2 -n' 2-0 1' O" G6 " 4/ 0 / l - 13 6 0 \ /T-0"/4'-0"/ / 6-6" 13'-6 / ir 8 6" / 38'-0" / 8'-0" / 22 0" f A 3 2 FOUNDATION PLAN 1/8'-1.0.. / / JOB NO.: 9812 SCALE: As indicated I 6 20 0" 26-0" 26-0" SEE TYPI AL 1 I;EDROOM PLAN - SEE -YPICAL 2 :;EDROOM PLAN • 16.. irl.=" 1 "'" '-- ......MIIII We rilTARVIS'' ''=".7 , , Air Client/ / Evergreen Builders, LLC c/o Joe Westerman I 7420 SW Hunziker Road,Suite D Tigard, Oregon 97223 II I II `r • .'\/ I•cc, I DW ® I I ® DW - L I_ J /\ I I/ IIII Q- /\_ C II �� O ® ,4 ®■op00 J L�o■®, / / / 0 11 ® D Project q o _� _ Greenburg Road Apartments - p(\ al 9550 SW Greenburg Road Do Aliv \ Tigard,OR 97202 1 \ n / / / Designer 1� I 1 I Builders DPortesign, inc. 11125 N.E. Weidler St. and, OR 97 \; —_ � —�/ �\ —�/ Office:(503)52-3453220 OVERALL 2nd FLOOR PLAN 1/8"=1-0" r 4 WI -FIRE PARTITION -SOUND RATED 618020 9'6.9 W2-FIRE BARRIER-NON SOUND RATED l- / W3-EXTERIOR WALL-NON-RATED `o - CD -. z i , r , I I W4-INTERIOR WALL-NON-RATED _1 , ' _ � ' m a° g 71 _ WALL LEGEND 1/4"-1'0" <,°i/V 4 6 � 20' 0" / 26'-0" / 26 0" 4 � � / / / / • SEE -�/ PLAN (C) COPYRIGHT 2015 I I PICAL 1 BEL ROOM PLAN SUMMIT ENGINEERING LLC .7 li L I� I' THESE DRAWINGS ARE THE PROPERTY SEE TYPICAL 2 BEDROOM PLAN OF SUMMIT ENGINEERING Ltd AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER,WITHOUT PRIOR WRITTEN AUTHORIZATION. 7.04.27 / / —� I i d 1P s - , � REVISION SCHEDULE: REVISION DELTA ISSUE DATE 40'-10"MAX. RAVEL DISTANCE TO EXIST STAI'ACCESS I I , II L- 2 a �� �'I'I• DW i i DW UI PRINT DATE: r , 1 >< �� 7/7/2016 7.31:13 AM II, II / _ - �D r -J / ' ` ® ■ . : J L .o• ® SHEET TITLE I iei U ® 1 �■� --■® / m 1 2nd & 3rd FLOOR �� ! / 0 � L / ' Hi Do PLANS T O 1MIMI © o Alit- i1, I ry a \ 1� � / i.II , 1 tail L - I DRAWN BY: 'u • — APPROVED BY: DISTANCE TO END OF SEE FIRE PROTECTION DETAILS FOR DISTANCE TO END OF OVERALL 3rd FLOOR PLAN SHEET: EXIT ACCESS STAIR CEILING AT ALL STAIRWELL AREAS EXIT ACCESS STAIR 16'=1-0" 15 64'-6" 36-2"MAX.TRAVEL DISTANCE 15 64-6" �� -MAXIMUM ACCESS TO EXIST STAIR ACCESS -MAXIMUM ACCESS DISTANCE 15100.62' DISTANCE IS 105.33' JOB NO.: 9812 SCALE: As indicated NOTE:PENETRATIONS INTO OR THROUGH FIRE WALLS, FIRE BARRIERS, SMOKE BARRIER WALLS AND FIRE PARTITIONS SHALL COMPLY WITH SECTION 713.3.1 THROUGH 713.3.3. COMP. SHINGLES ON 1511 FELT ON 1/2"COX PLY. WD. GIRDER TRUSS SEE ROOF PLAN FOR ROOF VENT LOCATIONS IMAID.TRUSSES @ 24.O.C. AEI SD / / K / / r ---- 1 SOLID BLOCKING client 147—I I 1I Evergreen Builders, LLC L _ ` � do Joe Westerman SD CEILINGS AND EAVES IN THIS AREA TO BE 7420 SW Hunziker Road,Suite D Tigard, Oregon 97223 \ PROTECTED WITH 5/8"TYPE X GYP. BD. ` (GOLD BOND FIRE SHIELD) I- _ 1 12"MIN 42"HIGH GUARDRAILS 36" HIGH HANDRAIL.E 42"GUARDRAILS 22 i1 SPACE PICKETS AT ALL STAIRS AND 2.3/-M"EDGE GOLD SUBFLOOR _ 5D LANDI‘165 TO PREVENT PASSAGE OF 4"DIA. FERE. L / / / GJOISTS @16"O.C.r ', I - 1 : ® 11 HARDI-PLANK SIDING ON II I e r HYDRO-GAP VAPOR BARRIER(OR EQUAL) Project fI r; ZI O "PR6'058NTAINV8MIN.SPACEBEEN = / GUARDRAIL 9550 SW Greenburg Road THE SIDING AND THE WATER MEMBRANE 6x10 BEAM / ' ON 2x6 STUDS @ 16"O.G. Tigard, OR 97202 o . 7 I 42"HIGH GUARDRAILS 1 .'CF 4 N N / / 23x]2"EDGE-GOLD 5U3FLOOR >�. MAINTAIN(MIN) E Desi ner LESS THAN 27' - ' 6'-8' HEADROOM 11" MI RUN e 17- �� la Builders Design, inc. 11125 N.E. Weidler St. I 16 RISERS FOR STAIRS Portland, OR 97220 ific N N N I N I I J 7x10 JOISTS @ 1 O.0 11� -11"RUN/6-7/8"RISE NOTE: Office: (503) 252-3453 L _ 0 SEE DETAILS ON SHEET 5D FOR STAIR CONNECTIONS R-15 SLAB EDGE INSUL. ' -11 HUM HANGERS b 5/8'TYPE X 1 24 is GYP. BD.(TYP) ,� I - SD 4x8 JOISTS @ 24"O.G. ii 1 , 12"PLUS WIDTH OF TREAD 4"COX(. SLAB ON3/4-COMP. FILL / ... _ / 2x DECKING W/FIBER MESH C 9x13.4 STEEL CHANNEL H / — / MAX 4" CD 6x8 BEAM \I I___1"1"1--- 24"x36'x12`FTG. p i 2'-O" RADON VENT 2'_O'�/ \ -SEE DETAILS le I • 1 m _ „ p , ' Section 1 L { 8"GONG.WALL 1/4"=1-0" W/#4 REBAR @ 6'O.G.E.W. k 7.f NOTE: MIN. 18" FROST DEPTH ON STEM WALL FOOTINGS ON 18x10 GONG FOOTING - MAINTAIN CONSISTENT TOP OF STEM WALL ELEVATION W/(2)tt4 REBAR AND#4 VERT.DOWELS @ 48"O.G. TO MAINTAIN MAXIMUM 8'-0" STUD WALL HEIGHT AT GARAGE LEVEL r i _ — ® 3Ti ,--------__ �J,_ / / / / (C) COPYRIGHT 2015 SUMMIT ENGINEERING LLC THESE DRAWINGS ARE THE PROPERTY MANU.TRUSSES @ 24"Q.G. OF SUMMIT ENGAIREERING LLC AND NOT TO BE USED OR REPRODUCED IN ANY MANNER,WITHOUT PRIOR WRITTEN AUTHORIZATION. / / o r 1 0 / DS I I I I __ D5 REVISION SCHEDULE: I I 1 1 REVISION DELTA ISSUE DATE I I I L J _ - -— 1 J SEEPFORWALLNES L -- - -- a'" 9/11 8 I/ - - 1 - - 1 DS r 1 DS r - -r--, _ 8 PRINT DATE: D5 ' — _ , 1 r 1 _– D5 7/7/2016 7:31:14 AM \ I I \ / I \ I I \ I I I \ L _ _ _ J \ L J I I SHEET TITLE: ® ® CROSS SECTIONS ® ® AND DETAILS 9 I 9/11 DS i i 8 I 1 _ DS i – I _ DS I I \ I I \ 1 1 1 1 I \ I I \ 1 1 I I 1 \ I I \ I I I I 1 1 - 1 \ L - - - - J \ L - - ' - -J I 1 © ® DRAWN BY: BSY APPROVED BY: ® 7 / I - _L- _ 1 SHEET: ® — F.F.E. =239.08' — DS F.F.E.=238.05I A34 L� 1 L> 1 Section 2 J 3/16"=1'-0" L J / – / JOB NO.: 9812 SCALE: As indicated SHEARWALL SCHEDULE FLOOR SILL PLATE DRAG SHEA PANEL PANEL EDGE TO RIMBOARD & TRUSS TOP & BOTT SILL PLATE O R THICK- NAILING3'7 RIMBOARD TO TOP TO PLATE TO FOUNDATION REMARKS' ll WALL NESS? PLATE BELOW WALL BELOW NAILING' ATTAGHMENTa,S,s p , TYPE ATTACHMENTS / O / O A 15/32" 8d at 6" o.c. 16d at 6"oc SIMP. A34 AT - 1/2" DIA at 36" o.c. Va = 280PLF f ,, 4� 1 � ah 16"OC 26/D5.2 B 15/32" 8d at 4" o.c. 16d at 4"oc SIMP. A34 AT - 1/2" DIA at 24" o.c. Va = 430PLF ��— ��� rYP. 12"0C C 15/32" 8d at 3" o.c. 16d at 4"oc - 10d at 4", o.c. 1!2". DIA at 20" = ® ® o.c. Va 550PLF 6 16d at 3"oc 1D 15/32" 8d at 2" o.c. SIMP.A34 AT 6"OC USE 3x 1/2" DIA at 14" o.c. Va = 730PLF Q 0 SDS 16"x3 1/4 at —� - E 15/32" 10d at 3" o.c. 6"oc USE 3x 1/2" DIA at 12" o.c. Va = 870PLF • SIMP. A34AT6"OG 2 SIDES SDS 1/4x3 1/4 at - / 0 :. — / _/ F 15/32" 8d at 3" o.c. 4"oc USE 3x 1/2" DIA at 10" o.c. Va = 1100PLF \ 1.1 / SIMP.A34 AT 4"OC \ client 5d COOLER SIMP. A34 AT i / \ Evergreen Builders, LLC G 2 OR 16d at 6"oc 24"OC - 1/2" DIA at 48" D.C. Va = 220PLF o / it \ c/oJoe Westerman7420 SW Hunziker Road, Suite D LAYERS WALLBOARD _ _ \ tilTigard, Oregon 97223 518" AT 4" o.c. b \ 0 1Q• 1CL (2)2x PLATES REQUIRED AT TOP AND BOTTOM OF WALL FOR ALL WALL TYPES EXCEPT"A","B"AND"G". STAGGER NAILING. 3x PLATE MAY ' / I �� \/BE USED IN LEIU OF(2)2x PLATES WITH NAILING. \ ° '2. APA-RATED OSB OR PLYWOOD. APPLY ONE SIDE OF WALL U.N.O. IMMOMIME 1 ALL NAILS SHALL BE COMMON TYPE. FIELD NAILING AT 12"OC TYP4Aelir /i- - - fir da=n / 4- MINIMUM 3 BOLTS PER 4'-0"LENGTH OF WALL. A =MIMI \min.r.r. i 7/ Project 5. ATTACHMENT AT NEW CONCRETE SHALL UTILIZE A36"J-BOLT"WITH 7"MINIMUM EMBED. to ® - Greenburg Road Apartments 6. PROVIDE 3"x3"x 1/4"PLATE WASHERS AT SILL BOLTS,TYP. ® ® 9550 SW Greenburg Road Tigard, OR 97202 7. PANEL EDGE NAILING AT 2"0C REQUIRES 3X FRAMING MEMBERS AT ADJOINING PANEL EDGES. 1St FLOOR SHEAR PLAN r -0' 8. NAILING FROM RIMBOARD TO TOP PLATE BELOW SHALL BE"TOE-NAILING". 9. SHEAR VALUES IN THE REMARKS COLUMN IS INFORMATIONAL FOR ENGINEERAND VARIES PER PROJECT. 3 ® / Designer / li Builders Design, inc. Alilii Ail11125 N.E. Weidler St. HOLD-DOWN SCHEDULE 407:=-, � al Portland, OR 97220 Office: (503) 252-3453 O O .2 ,J AIL _� . 0 TYP.26/D5 REQUIRED Q — PLAN SIMPSON MINIMUM NAILS EA END MINIMUM ANCHOR I I 2 DES. HOLD-DOWN LENGTH PAST OR SCREWS OR POST'' BOLT5.6 REMARKS G O 6 OPENING2 3 BOLTS TO POST — ZON 1 CS16 STRAP 13" 22 - 8d 2x - Ta = 1705# I V 2 CS14 STRAP 16" 30 - 8d 2x - Ta = 2490# i A — / 3 CMSTC16 STRAP 20" 50 16d SINKER (2) 2x Ta 4585# , / c B z CD /l I _T 4 CMST14 30" 66 - 10d 4x Ta = 6490# I 1 / Q — o ( ; p 5 CMST12 39" 86 - 10d 4x - Ta = 9215# 1 E �] 6 HDU2-SDS2.5 - 6 - SDS 1/4x2 1/2" (2) 2x SSTB16 Ta = 3075# I \ m 7 HDU4-SDS2.5 - 10 - SDS 1/4x2 1/2" 4x SSTB20 Ta = 4040# —-- 1 A 1 — / .0-0/ skt\ 8 HDU5-SDS2.5 - 14 - SDS 1/4x2 1/2" 4x SSTB24 Ta = 5025# — C / / f y i 9 HDU8-SDS2.5 20 - SDS 1/4x2 1/2" 4x SSTB28 Ta = 6605# 11 — \ / ® L ® i H 10 HDU11-SDS2.5 - 30 - SDS 1/4x2 1/2" 6x6 SB1x308 Ta = 9535# \ — �� �� — d, 11 HDU14-SDS2.5 36 - SDS 1/4x2 1/2" 6x6 SB1x308 Ta = 9905# — \ 2 L / 2 ' 12 HD19 - (5) 1" DIA BOLTS 6x6 PAB10-24 Ta = #18000 ; / — ,\ — r_ / 1.HOLD-DOWNS ARE"SIMPSON"BRAND U.N.O. LSI \`__I�' �`_,�� ��,_,r� `' 2.LENGTH APPLIES TO ALL STRAPS;MINIMUM LENGTH REFERS TO STRAP LENGTHS BOTH ABOVE AND BELOW THE FLOOR JOIST FOR WALL 2 / E . � • A� 2nd FLOOR SHEAR PLAN /1 / :' HOLD-DOWN STRAPS; BEYOND THE END OF EACH WINDOW FOR HORIZONTAL WALL STRAPS. (C) COPYRIGHT 2015 3-FOR HORIZONTAL WINDOW STRAPPING,FILLALLNAIL HOLES WITH 8d NAILS IN 13"OF STRAP BEYOND WINDOW OPENING. NAIL INTO 2x ® SUMMIT ENGINEERING LLC FLAT OR VERTICAL BLOCKING. THE LENGTH OF STRAP ABOVE AND BELOW WINDOW ONLY REQUIRES(2)ROWS 8d AT 16"OC. THESE DRAWINGS ARE THE PROPERTY OF SUMMIT ENGINEERING LLC AND ARE 4.(2)2x6 NAILED TOGETHER WITH(2)ROWS lad AT 12"0C STAGGERED MAY BE USED IN LIEU OF 4x POST FOR CMSTC16 AND HDU2 HOLD- ® NOT TO BE USED OR REPRODUCED IN DOWNS 1 , ANY MANNER,WITHOUT PRIOR WRITTEN AUTHORIZATION. 5.FOLLOW MANUFACTURERS'REQUREMENTS FOR MINIMUM CONCRETE DEPTH REQUIRED FOR ANCHOR TO MAINTAIN 3"CLEAR BOTTOM OF i / / FOOTING. / ® i I I __ ® / __ / 6. REFERENCE PLANS FOR SPECIAL FOOTING DETAILING AND ANCHOR REQUIREMENTS FOR HIGH LOAD HOLD-DOWNS(TYPE 9 AND �—�'�L ,l �, lIllrC REVISION SCHEDULE: GREATER). pit —' A �` —�� REVISION DELTA ISSUE DATE 7. IN THE"REMARKS"COLUMN,Ta IS PROJECT SPECIFIC AND IS MAINLY USED AS A GUIDE TO ENGINEER. �/,�__�N� —` ` 8. 24"EMBED INS"WIDE STEMWALL REQUIRED FOR SB1x30. " 0 Q TE O 0 — \� — / 0 • �- jA PRINT DATE: SHEARWALL-PER PLAN / / 7/7/2016 7:31:16 AM FOR 2"O.C. NAILING, STAGGER A5 SHOWN / O / 1\. 7-1 STRAP AT UPPER LEVEL -WHERE DOUBLE 2x ARE ALLOWED AT SILL£TOP PLATE FOR , / SHEET TITLE: -PER PLAN �- TYPE"G STAGGER CONNECTION NAILING,TYP. SHEAR WALLS STUD&FIELD NAILING PER SCHEDULE N 1 1 / PLANS 3x PANEL EDGE MEMBER / N _ _, _ / / — STRAP CONNECTS _ O / / f /I IN AM FOR COMPLETE LOAD PATH Thi, 3x PANEL EDGE MEMBER 3x PANEL EDGE MEMBER _ — N O • /' OK— \ �i 1 _ ill . p HOEDOWN PER PIAN MIN ° % _I-" ® DRAWN BY: BSY__ APPROVED BY:A.B. PER PLAN ■I . .,. . . .J / / — �� — '�` SHEET: a 29/DS.2 FLOOR TO FLOOR �'--�. ; IS HOEDOWNS it S35v2 -0 30/D5.2 SHEARWALL NAILING AT TYPES C, D, E t F ® ® 3rd FLOOR SHEAR PLAN 2 = 0 a._ o. JOB NO.: 9812 SCALE: As indicated