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Plans (19) E LC2O 16 - 00785 BUILDING CODE SUMMARY NARRATIVE a THIS BUILDING CONSISTS OF 6 1-BEDROOM UNITS AND 6 2-BEDROOM UNITS - FOR A TOTAL OF 12 UNITS. UNITS WILL BE USED A5 A MANAGERS UNIT ALL GROUND FLOOR UNITS WILL BE TYPE B ADA UNITS - - LTE (f SITE INFO: uL ... ...-.-._ __ ...1111■. -_ GENERAL INFORMATION - 111■nmm III --- - 11111111■11..1111■111. OCT,1 --- -' 111 111 , - ... .,pa1111.111...111■Ipllalll■.11... • Property ID W273156 FIRE RESISTANCE RATING REQUIREMENTS FOR .teMrlui it - e�ult.11t1Z1LL8Pg anlpamnnlmnlulpminp.nln. a (115 ..-11 11ai1Wium ..iiu'� ii'rliul111421ml1115u .__ ..allIrliui'11ANIA'IMI a UIVE . • County WASHINGTON nn.'.19-1-1--1-t---mono _ nnyn•• n��imnn• a1linuunmmn■nn■mmulrnnl,. ____._ EXTERIOR WALLS BASED ON FIRE SEPARATION DINSTANCE _ gun■. Ilu■Iu,• n,In1�1 eulrl1'r�`ru�il'r.'1'ri1'inni'•�u• UCTI NC i J <1�t 1 • State ID 151260000900 "'-'� •..■1_ ■"� /® J .n,p. _. -- .a . _ „nal' ..111rt•111„1.,1,u 'u11.�,1��1,1111,1' • At Account# R238282 (! - 11 r. - - 1i1 �■ , 111 - - U 1 I�I01V SITE INFO 5<X<10 1 In .n 11111 11 , 1. I 1 1 - - 1111.1 .111 11111 1 10>X>30 0 _ i - 11 1 u n ■ p■' u 1 ■ 11 ----- X>30 0 a n1 n i�nii ■ uIII ?I r - I1 - inn II • City/State/Zi TIGARD pa""„ ,,,.L,I,.,.,,,.L,1u,11.,u1,n -n11Y1„r laluLll,.LI1,.I.u�.a,kM, - -._ tam ,pinl,,al,.Llul,alOai� - •` i' 11.1 �• _ Site Address 95505WGREENBURGRD ' .. 1. 1 �j • 1 111 11: II 1 1 mal nn City/State/Zip - - - 1 1 „,I . ,1 na, 11,.I 11..1 ■....1..111 , 1111 111 11' III 11 I II,. I"1��1111 1Y111r,1' ' ASSOCIATED CASE NUMBERS: riun rilir'ranrar'r1i.11i111 �1lillrluupalSlpnu.alw. loll.. p11 '11i1d'rinirinl'rmMr.�Iluit=FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS 'd':"i'a i...t iii°l'ni'"u1"'n"� �III1111 1lini'aili'mrimliII Ilii l Igul lu"uril'iti'lmi'1'i"p'iuMul�(\/\ \//)� tl1I iiln'/n'n"ilin'ill111111 i' SITE DEVELOPMENT REVIEW(SDR):5DR2014 00002 ui.hln lnn.Inmoni5lnu� =�Ig1�ii�uhnlgn l�l��lilnn 111 II,!njnm� Sti,i i+.I,n \®/�IIW.nm,inlainn�maiminllnii 1 - TYPEV-B !'nuw unnnn•1,p nan. �•� 1 ....... .... ................ _--- ,i•n,1 Pn.m w•- 111III fi!--------- nHull 111 , -m ADJUSTMENT(VAR):VAR2014 00010 PRIMARY STRUCTURAL FRAME 0 In 'I _ 111 '; la ■ 'I,I - R 1� ■ �1' 7 np ADJUSTMENT(VAR):VAR2014-00011 11 1' 1 LH "" ,,,,; II BEARING WALLS 0 1-HR RATED WITHIN 10 OF PROP. LINE) '1 .I I•f1 1111 tlilll llr� ( ' Il .. �'. lir.' III 11111 ■ 111111 (BASED ONFIRESEPERATION DISTANCE) 11 2= n1. nn NON BEARING EXTERIOR WALLS 0 5 ) - 11111. - 1,1 - 1 .wn'i1" nnm,. mnnnnn■npnn .nn■ nnp,n. ,u.'1,auuu.nl■m dnnnn .I,.n,lj nu..■ua.rr lu.l ---- ..."ILII.III Iilir111illililll�' inti'........... .�....,,,,-E 1g IIIa1111a111111pllaltl■i1111 IIIIIIa1111111.I1111.IN11.11111.N'A I��.,.IIIILIIIII . nllll 11.11111.11111 WII�II,II 1111111' PRESCRIPTIVE ENVELOPE REQUIREMENTS-OEESG 401.1 NON BEARING INTERIOR WALLS 0 d OFFICE COPY n�i iiii iiiiiiii•111111'11111 1'1lii ...� .II•I "11 i'rirlin..�inini'a'ii'umiiiiiiiiiiiiiiiliili11111 1111//11 ni u 1,1111.1111111•11111•111101-1' /111iu.-_I ilIHlai1. 4.'..Iril�1.1111111,!ni!MEL / / WALL INSULATION-ABOVE GRADE R-21 FLOOR CONSTRUCTION 0 •• 1111• WALL INSULATION-BELOW GRADE R-15 AND SECONDARY MEMBERS '"'°q�"'" -° •""• w1.■o1.Im 1 1111111111111------1 ■....■ Ila p ® LI Jr.ai ■....■ Al ROOF CONSTRUCTION 0 11 tl .1 "�'�' cnent FLAT CEILINGS R-38 n u ....- u n .....� lm n .II...., !II lu 1 ill i I .I 1 m1�1.an u �i .- ,yLr : .:-.....c.-Y-• 111 Ever reen Builders, LLC VAULTED CEILINGS =3i � - _ -_e _ -e l i t1 R-38 TABLE 1021.2(1) .I ;:.t yyn' Bio "i1 I:3 ii: C=s' ' ; .�- .1 i ia:: 1,......IJ 9 i-: s-0io- 9 -fir. :'�' ..{ ./.ro• S-,:, �_ _ _I-.i. i' • s_ -:••i• i S._ i S �=lij- s1'--i . er•1 1-m r. �:��11 UNDERFLOORS T=` c/o Joe Westerman R-30STORIES WITH ONE EXIT OR TO ONE EXIT FOR R-2 OCCUPANCIES s: -flr: -o•u-::-oe ••p:�•C:+ _ _ n.: b•�- _sEm'.,�o:;/s. .o.•-o_••. ou�.�o s•r.o:..r:•-sn 1�•0•: -••�?••y�1y_ ems' ~' = �` i _ . i5;:,fl■:-•�■eurzie:E-. :eezt�'le i 7:t g;pr•`.._,.1t:=-it: moo;.emir 7420 SW Hunziker Road,Suite D ���••rr: liG-.-'-�1-'_..�..•-,-'� ,in.„.11 eii "®„tio of• �pii2n •enies.-' ti•M a..-®-.•1..•-®fin-s ILfLn - _ - L w o-.-o.. mu-w.-o- SLABEDGE PERIMETER R-15 = : - _ - .r.,• _ 1.0. . . . . _..•,_• .•s•_.is•_ G1i:.-.e• le m'.:1111' ' .0'=' . .-9,"iy .., ul�.:�a.,m��.� -��- ,... .n.:' .c:1.-.;._a...._�.. STORY MAXIMUM It OF DWELLING UNITS MAXIMUM EXIT TRAVEL DISTANCE -=um=-- =.0��;��` ",�;=�� !Pols-slim � .�_:�_.:�� m_=:u. �.p. -_... _:u°°- :..��_-.•__ l., .. ... u. . .L•�m__�_-,d.=.m_:m_. Tigard, Oregon 97223 HEATED SLAB INTERIOR R-10 BASEMENT,FIRST, SECOND,OR THIRD FLOOR 4 DWELLING UNITS 125 FEETI WINDOWS U-0.32 12 ft, 24 ft' 12 ft' 12 f' 24 ft, 12 ft, 30 ft, 12 ft, 24 ft, 12 ft, 12 ft, 24 ft= 12 ft� 30 ftz TABLE 705.2 FRONT SKYLIGHTS U-0.60 MINIMUM DISTANCE OF PROJECTION 1/8-=1'-0' EXTERIOR DOORS U-0.20 FIRE SEPERATION DISTANCE(FSD) MINIMUM DISTANCE FROM LINE USED TO DETERMINE F5D 15-111/2" 8'-0" 38'-0" 8'-0" 21'-1112" EXTERIOR DOORS W/>2.5 FP GLAZING U-0.40 0 FEET TO 2 FEET PROJECTIONS NOT PERMITTED FORCED AIR DUCT INSULATION R-8 GREATER THAN 3 FEET TO 24 INCHES PLUS 8 INCHES FOR EVERY FOOT OF ADDITIONAL MEASURE CHOSEN LESS THAN 30 FEET FSD BEYOND 3 FEET(OR FRACTION THEREOF) GROUND FLOOR WALL SQUARE FOOTAGE: 608 SQ. FT. / / 4-Ductless heat pump: 30 FEET OR GREATER 20 FEET WINDOW AND STAIR OPENING AREA: 252 5Q. Fi. Windows to be U-0.32 41.4% Project GENERAL CODE SUMMARY NOTES Greenburg Road Apartments 1.OCCUPANCY OF ALL SPACES 15 R-2 9550 Road Greenburg BUILDING CODE SUMMARY-2014 OREGON STRUCTURAL SPECIALTY CODE Tigard,OR 97202 CHAPTER 4-SPECIAL DETAILED REQUIREMENTS BASED ON USE AND OCCUPANCY 420.2:WALLS SEPARATING DWELLING UNITS SHALL BE CONSTRUCTED AS FIRE PARTITIONS.1 HOUR PARTITIONS PROVIDED. - / / 420.3 FLOOR ASSEMBLIES SEPARATING DWELLING UNITS SHALL BE CONSTRUCTED AS HORIZONTAL ASSEMBLIES.1 HOUR SEPARATION PROVIDED, y rx� V. _ = ,' Add e r �, OF TIGARD Designer • CHAPTERS-GENERAL BUILDING HEIGHTS AND AREAS: i{, .u": ig� t ealgxi r! REVIFu •<)t2 CODE COMPLIANCE 503.1.2-BUILDINGS ARE SEPARATED FROM EACH OTHER BY AT LEAST 10'. -- A H �xuwi.�rxin p r , T /nary 1 p'« ' fif " " NIL 1 �- o mil ru r ff�ta lin tt NI / Builders Design, inc. TABLE 503:ALLOWABLE BUILDING HEIGHTS AND AREAS:OCCUPANCY R-2 CONSTRUCTION TYPE VB = ' llt nd :,'t:e.m n;� A,dt•_ ..:A 5.117911-1 ..�«-„•-x..r.$(r Apptov c.!: ✓( E/tcF�.r 11125 N.E.Weidler St. ins BASE ALLOWABLE AREA PER STORY:7,000 S.F. .I. a AWL .I. OTC: j CLQ )a� �� Portland,OR 97220 MAXIMUM NUMBER OF STORIES:2 N _ � Um "o•t,, 'tl PM'1I�1 Office: (503) 252-3453 in IMAXIMUM BUILDING HEIGHT:40' � Permit #t: G �(s �U07 b b 504.2 SPRINKLER INCREASE WITH NFPA13 SYSTEM:3 STORIES,60'HEIGHT ---- - 1 Il wu�lutut 9�1 h• !otututY 11 1 I III .11ut�m1�'9.g I�uu�nni11 11 " Atkins- "5_�� Sti �rte.,: /ter /e� .« I � I�111 I 5063 AUTOMATIC SPRINKLER INCREASE m m_ � 'g'w - ® m- ;i.;I•' ': 1hild; - Suite#: 506.4.4 MAXIMUM BUILDING AREAS: 1��1�"K kYn ■ i' u rill B}: Date: (��Z/J (� NOT USING SPRINKLER OR FRONTAGE INCREASES Wir,, . - _ a ra t rr _ 7,000 5.F.x 200%:14,000 S.F. MAX. BUILDING AREA PER STORY.=42,000 S.F.TOTAL AT 3 STORIES ri1°Eliii71° 'wit' 11111l111i itl UI■ 1111111111! wa 1,o1111111f1,� t, II 111111_1111111111C;11111111.11111 f111111 - _ a.a, r PROPOSED BUILDING LIVING AREA:9,786 S.F. - is" '«..1. - k �_ "is. t 1r: FIRE ALARMS ARE REQUIRED FOR FIRE SPRINKLER SYSTEM 1 n I - .�impto fl1li* • I I - I �,.,`L��.rr1�,t t t CHAPTER 6-TYPES OF CONSTRUCTION „ NS m 1 I ' ---______ Ill :�};rI"!�1e " 7 ___- ' , ' r �'� TABLE 601 -FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS: • % NO FIRE RATING REQUIREMENTS FOR ASSEMBLIES FOR VB CONSTRUCTION '' E . r - Z 1'1; TABLE 602-FIRE RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE CI l FIRE RESISTANCE RATINGS ARE BASED ON ACTUAL AND IMPLIED PROPERTY LINES. WALL AREA PER FLOOR(MOST RESTRICTIVE): 92'x8'= 736 S.F. p CHAPTER 7-FIRE AND SMOKE PROTECTION FEATURES ALLOWED WALL OPENING%@ 5-10= 25% REAR m 705.11, EXCEPTION 5-PARAPETS ARE NOT REQUIRED-BUILDING PROPOSED TO MEET EXCEPTION 5 ALLOWED WALL OPENING AREA: 184 S.F. 3/37=r-0' ®.,' `-1 -PROVIDE GLASS G ROOF COVERING WINDOWS PER FLOOR(41(12"'5')+4'(4.5' 4)= 92 S.F. ' IL -1/2"FIRE-RETARDANT PLY.WD.TO BE PROVIDED WITHIN 4'OF EXTERIOR WALLS cU [ 708.1 -FIRE PARTITIONS SEPARATING DWELLING UNITS:1 HOUR. DOORS PER FLOOR(4'18.84 S.F.EACH)= 75.36 S.F. \ • PROPOSED OPENING AMOUNT= 167.36 S.F. 709.4 EXCEPTION 5-FIRE BLOCKING AND DRAFTSTOPPING ARE BIT REQUIRED AT THE PARTITION LINE IN THE ROOF ASSEMBLY BETWEEN THE CEILING AND SHEATHING. -"«u. .. ^.w,. • in fl.9N ".9H1M.ftl e 7123-HORIZONTAL ASSEMBLIES SEPARATING DWELLING UNITS:1 HOUR _ i - 712.4 EXCEPTION 2-STRUCTURE SUPPORTING THE HORIZONTAL ASSEMBLIES ARE NOT REQUIRED TO BE RATED. _ - TABLE 715.4 FIRE DOOR PROTECTION RATINGS-EXIT ENCLOSURE 1 HOUR RATED ASSEMBLY,1 HOUR RATED DOOR. NOTE: .t \• �' 717.4.2 EXCEPTION 3-DRAFTSTOPPING IN ATTIC NOT REQUIRED -PROVIDE CLASS G COMPOSTITION ROOFING a - - CHAPTER 9-FIRE PROTECTION SYSTEMS -ROOF SHEATHING SHALL BE 15/37 APA RATED o' ' 903.2.8-AUTOMATIC SPRINKLER SYSTEM REQUIRED Hill-- e \�`+� SHEATHING WITH 8d NAILS @ 6`O.G.AT ALL PANEL 9033.1.1-NFPA 13 SPRINKLER SYSTEM REQUIRED. EDGES AND 12"0.G. IN FIELD(TYP) t e / / CHAPTER 10-MEANS OF EGRESS ' �1! / / TABLE 1004.1.1 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT-RESIDENTIAL:200 GSF PER OCCUPANT ® -DENOTES DOWNSPOUT LOCATION n, -� (C) COPYRIGHT 2015 TABLE 1021.2-STORIES WITH ONE EXIT-R-2-2ND AND 3RD STORY-2 DWELLING UNITS PER FLOOR-125'MAXIMUM TRAVEL DISTANCE SEE DETAIL Q NOTE:SECTION CALLOUT DETAILS ARE LOCATED ON SHEET 05.1 8 05.2 - -------- SUMMIT ENGINEERING LW ENCLOSED EXIT ACCESS STAIR 15 PROVIDED PER SECTION 1009 3.1 II l THESE DRAWINGS ARE THE PROPERTY I SECTION 1006-PROVIDE EMERGENCY EGRESS LIGHTING ON EXTERIOR STAIRS AND LANDINGS AT 1 FOOT CANDLE MINIMUM AT THE WALKING SURFACE. __ is OF SUMMIT ENGIREERING LLC AND 5.M.GUTTERS 0 - - - ARE 10063-EMERGENCY POWER NOT REQUIRED FOR BUILDINGS WITH ONE EXIT. DS DS =' lE NOT TO BE USED OR REPRODUCED IN ANY MANNER,WITHOUT PRIOR CHAPTER 11 -ACCESSIBILITY -- II I' _ _ - AGGE551BILITYREQUIREMENTS APPLY TO THE ENTIRE FIRST FLOOR OF ALL BUILDINGS OF THIS PROJECT. :II I II -- - / - / LINE OF WALLS BELOW • o WRITTEN AUTHORIZATION. . THE SECOND AND THIRD FLOOR UNITS ARE EXEMPT FROM ACCESSIBILITY REQUIREMENTS 1 i ° r -- r-- -, 1 III / / 7"/12" I 11 ) , ---+--- L . NOTE:ASSUMED SOIL BEARING PRESSURE IS 3,000 LB. i ----T- - •; REVISION SCHEDULE: j. `. . REVISION DELTA ISSUE DATE RIGHT --- T_1 `_, 3/37:1 o' 1 I I I 1 1 PRINT DATE: I' ;S ® ® I ® ® I ® d, m' , / 7/7/2016 10:50:56 AM I - - - - - - J- -i4 - _- - - - - _t - _r - _H - - - - - - - - - - - - - - - - - �\ _ Illail SHEET TITLE: t� �� _ - _ ELEVATIONS AND y ; _ •- ~ �= -• ROOF PLAN ---1---- TRUSS BLK'G PER DETAILl°5 ® _ ir> DRAG TRUSS h -_ f�� 11 u -SEE DETAILO5 �r ' 1 ® MANN TRUSSES @ 24'O.G. It_= _ s - t . ALIGN WITH SHEARWALLS BELOW $ �� 11 _ - - - L - F - - - - - T - - _ _ _ - - - - - T- - _-_ L-Ire I I �' mmi ° �in nuommenuemona ---- DRAWN BY: BSY 1 1 1 _ APPROVED BY: JH / __ ____ ______________ SHEET: 1 _ -� _:: V WA VS. ROOF PLAN _ .. 1/8"=1'-O' A2 6 . 1,600 LB. DRAG TRUSS 7,000 LB. DRAG TRUSS 4,100 LB. DRAG TRUSS 5,200 LB.DRAG TRUSS 1,600 LB. DRAG TRUSS 1,600 LB.DRAG TRUSS LEFT I 3137 r1-0. 7 JOB NO.: 9812 SCALE: As indicated C- __ - NOTE:ALL GROUND FLOOR UNITS TO BE ADA ADAPTABLE / 92'-0" / / 20'-O" / 20'-0" / 26'-0" / 26'-0" / SEE TYPICAL 1 BEDROOM PLAN SEE TYPICAL 2 BEDROOM PLAN • tik 4 a ,� J►� 00. �► PE B ACCESSIBLE UNITS TYPE B ACCESSIBLE UNI TYPE B A7 GESSIBLE UNITS TYPE B AGGES'•IBLE UNITS -OPTION B -OPTION B r PTION B OPTI• B r I-- Y�1 / / N I I � N / / 1E• i i 1 ,��_ • DW I I Client I Evergreen Builders, LLC L_ r , —J /• — \ 1 �' f� c%Joe Westerman qCEr, cc ' I IIII 7420 SW Hunziker Road, Suite D I. 7 Y ® `. / I �Q`. 0 1 Tigard, Oregon 97223 LJ I Im QEF D� �, L-----_.81._ -3EF \ 000 1 __ / — — , ,sk 1 _(\c `� - ,--- ___ \ / / / 1 I �� / \ Project I I ; I 0 Greenburg Road Apartments II Tigard, OR 97202SW urg Road molii • E / / • / / Designer OVERALL 1st FLOOR PLAN Builders Design, inc. v8 .1-O 11125 N.E. Weidler St. 19 ISO Portland, OR 97220 NOTE: Office: (503)252-3453 HORNS $ STROBES REQUIRED AT STAIRWELL AREAS SEE SHEET WT FOR WALL CONSTRUCTION NOTE:CONTRACTOR TO LOCATE RADON CONTROL VENTS r���/�/ WI -FIRE PARTITION-SOUND RATED 7/.17777,7771/./ W2-FIRE BARRIER-NON SOUND RATED l- - / • W3-EXTERIOR WALL-NON-RATED r - to NOTE: CONTRACTOR TO CO-ORDINATE WITH GEO-TECH FOR FOOTING PREP AND FOOTING INSPECTION z 1-_ ,: 1 W4-INTERIOR WALL-NON-RATED p I NOTE W5-PLUMBING WALL-NON RATED D� ENSURE ADEQUATE FOOTING THICKNESS FOR HOLD-DOWN ANCHORS �6' PER HOLD-DOWN SCHEDULE AND SIMPSON LITERATURE92 WALL LEGEND NOTE: MIN. 18" FROST DEPTH ON STEM WALL FOOTINGS / 20'-0" / 20'-0° 26'-0" / 26'-0" / � t 7-6" 4'-0 5' 9' 9" 9" 5' 9" 4' 0' T 6' 12' 0" y4' 0" 7 3" 9" 9" 7 3 4 O" 12' 0" - MAINTAIN CONSISTENT TOP OF STEM WALL ELEVATION / / / / / / , / y y / - PROVIDE (2) #4 REBAR CONTINUOUS IN ALL STRIP FOOTINGS r ` �' - PROVIDE (2) #4 REBAR EACH WAY IN ALL 24"x24"x12" CONC. FTG'Se SSR31557:20AB.'SAB.5 ``-\° - PROVIDE (3) #4 REBAR EACH WAY IN ALL 30��x30"x12' GONG. FTGS / / / / FOOTING SCHEDULE 5STB1SS S2OAESAPL'S (C) COPYRIGHT 2015 • Q -48"5Q.x16 DEEP W/(4)#4 @TOP€BTM EACH WAY A A __ eJ- SUMMIT ENGINEERING LLC ® -60"SQ.x 28"DEEP W/(5)#4 REBAR TOP£BTM. EACH WAY F I IP i F OF -I THESE DRAWINGS ARE THE PROPERTY- OF SUMMIT ENGINEERING LLC AND © -8'-0"LONG x 5'-0"WIDE W/#4 @ 12"O.G. EACH WAY. BOTTOM — _ J A rl I— `. • ' — — j �� L J — ARE (SITS BELOW STEM WALL-ANCHOR BOLT NEED 24"MIN.EMBED) — I ° ° _ 1 ; nI I -' 'nI _ � NOT TO.BE USED OR REPRODUCED IN - I I - 7/— ,J— _ —� uu „ I ANY MANNER,WITHOUT PRIOR WRITTEN AUTHORIZATION. 4”GONG.SLAB ON 3/4-CAMP.FILL ° LI - IJ L I ; I •„' - — - - _�� I / / W/RBERMESH(TYP.) — ' _ \ ° I 1 I C / / I . I SSTBI6AB.'S 55T816AB.'S I • 6� STB24AE:5 SSTB24AB:5 SSTS16f.S.5 m I ;. I , 55TB16AB.'S I REVISION SCHEDULE: Ial I ' I _ 3' 7 , I.. S5T816AB.'S 1 . 1 3 '� h,I r 61 71/ 13'-9.. I REVISION DELTA ISSUE DATE I I I 14'-0' I ° I tsmeAB:5 g I 55TB16 �� 3 I I Nv 9 9” � . - - � _ -'— 7© �IrX� -I � � - - - �p > — — \ / ^- — — � — — Z ICABS 5B1w'OA.B . r r � � SST8BS I 2INTD1e1O5o57AM tn W/(2)#4 REBAR IN FOOTINGS I Ln 1 II 11'-6" t. \ f 1 .< \ I r /. AND#4 VERT.DOWELS @ 48'0.0. - 18"x12"CONC. I P I� tYPIGAL I , : I FOOTINGS I . I O I - 0 SSTBI6AB.'S O I a SHEET TITLE: L_ — � 0 I � — OA L - - I , - - �� � ; \• 1st FLOOR & i L — _ r` —_ FOUNDATION PLAN 18"x12"CONC.FOOTINGS r I i I -I 1� 9 Al I ' I I . 1 SST816A."c.L O 1 8„ / I ` o I SSTB16A8:5 0 1 . I SSTBISA8.'S I - 1 g 0 o I G SBix 0AB:5 SSIx3OA8.'S• I 3'-10" `i ea \ikt � _ � -�� _ fes^ _ � \L __j L. J� / �� — _ � _ — _ � _ DRAWN BY: BSY SST616A.3:S SSTBI6AB.S SST616A3.5 APPROVED BY: i- zs.1N 3.x.3.5 / ---- ---- / 2'-0 2 -0 2 0" 2'-0" SHEET: 7-8"—N 2 0, 1 4' 0" G ( 6'-0" -4' 13' 6" 6'-6" 4'-0" 4' 0" 6 6" 13' 6" 0" 6'-0" '-0" 4'-0' / / / / / .t' / / .( / / / / / / / / . 16'-0" 8'-0" / 38'-0" / 8' 0" / 22' 0" / FOUNDATION PLAN JOB NO.: 9812 SCALE: As indicated I I 20' 0" / 20' 0" / 26' 0" / 26' 0"/ / SEE TYPICAL 1 BEDROOM PLAN - SEE TYPICAL 2 BEDROOM PLAN �° / \ r / ��.i�. 411111N. .,.ar��wClient Evergreen Builders, LLC do Joe Westerman 7420 SW Hunziker Road,Suite D J Tigard, Oregon 97223 REF. RE . I I do V ao 0• ic) DW Y I I WIDw 11 /\ L_riay � e� -oar—J LII i i 1 iajR: • -I I-Mi /1 1 m / / / / EProject \ 11 / . Greenberg Road Apartments ©� � ' • ❑W Do® / Mirk /1 tit _ r\ an \ III T5 aOd, OR 97202 SW rg Road -- 9 1 / , „, 1, , , 1 ... ,,.. , 11 , i , • t) \ is 1 Designer i 0 -: I 1 1 11 Builders Design, inc. _ 11125 N.E. Weidler St. s Portland, OR 97220 \ �� �/ \��—.— / \ � / \ _ Office:(503)252-3453 OVERALL 2nd FLOOR PLAN 1/8"=1-0' SEE SHEET WI"FOR WALL CONSTRUCTION r % W1-FIRE PAKI II ION-SOUND RATED r-09 /,-%/.%i,1 W2-FIRE BARRIER-NON SOUND RATED - / / _ / up W3-EXTERIOR WALL-NON-RATED Z - ` I I W4-INTERIOR WALL-NON-RATED _ 'I 5 .--: . co —�' • W5-PLUMBING WALL-NON RATED / i:. I' WALL LEGEND 1/4'=1-0' +a / 20'-0„ / 20'-0„ / 26'-0„ / 26 -0„ / / / / / (C) COPYRIGHT 2015 SUMMIT ENGINEERING LLC THESE DRAWINGS ARE THE PROPERTY SEE TYPICAL 1 BEDROOM PLAN - SEE TYPICAL 2 BEDROOM PLAN OF SUMMIT ENGINEERING LLC AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER,WITHOUT PRIOR WRITTEN AUTHORIZATION. 1 / / r �mnva-- _ i 4___ REVISION SCHEDULE: ss. 01-- 4 S.„ ,• `N �_...de REVISION DELTA ISSUE DATE 36-2"MAX.TRAVEL DISTAN' E • • !••VEL DISTANCE I TO EXIST STAIR ACCESS TO EXIST STAI•ACCESS IEEI . i I • :1 1 1 I s y L • • I,I. DW ® I LV DW m1 \/II PRINT DATE: L �� /\ 7/7/2016 10:50:59 AM --� I/14/ ® �� • •�J III / C SHEET TITLE: 1, \-- 2nd & 3rd FLOOR \ I / 0 n L A1❑W� Do PLANS I I i ) /1 I r\ / I 1 \ \ I / i _I I - I DRAWN BY: I a APPROVED BY: --iu/ \._--= / \ ._ / \__J/ / / • DISTANCE TO END OF DISTANCE TO END OF OVERALL 3rd FLOOR PLAN SHEET: EXIT ACCESS STAIR EXIT ACCESS STAIR 118 =1-0' 15 " 15 641-6" ^ 28 -MAXIMUM ACCESS -MAXIMUM ACCESS �-•� DISTANCE 15100.62' DISTANCE 15105.33 JOB NO.: 9812 SCALE: As indicated 1 . a DS 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. Y COMP.SHINGLES ON 1511 FELT ON 1/2"CDX PLY.WD. GIRDER TRUSS - SEE ROOF PLAN FOR ROOF VENT LOCATIONS IM/WU.TRUSSES @24"O.G. ilik D5 / / . / / 1- -1 ` 2x SOLID BLOCKING client I I m I ! , ` Evergreen Builders, LLC LJ c/o Joe Westerman CEILINGS AND EAVES IN THIS AREA TO BE 7420 SW Hunziker Road,Suite D m_0 PROTECTED WITH'5/8"TYPE X GYP. BD. Tigard, Oregon 97223 (GOLD BOND FIRE 'SHIELD) 12"MINr I 42 HIGH GUARDRAILS �o 36"HIGH HANDRAIL.42"GUARDRAILS 1 ® SPA PICKETS AT ALL STAIRS AND 23i "EDGE-GOLD SUBFLOOR pg LANDIJGSTO PREVENT PASSAGE OF 4"DIA. SPERE. / / Lc' 19 14 N N N I N N N M 2x10 JOISTS @ 16"0.G.1 : DS D HARDI-PLANK SIDING ON Project r HYDRO-GAP VAPOR BARRIER(OR EQUAL) ii _ 42"HIGH ON 1/2"PLY.WD.OR 7/16"OSB Greenburg Road Apartments MAINTAIN 1/8"MIN.SPACE BETWEEEN 3 ,' ��, / GUARDRAIL 9550 SW Greenburg Road THE SIDING AND THE WATER MEMBRANE 6x10 BEAM �/ ,' ,' ]1 i ON 2x6 STUDS @ 16"O.C. Tigard,OR 97202 „Th Lzi� 1 * ,. 42'HIGH GUARDRAILS 61 ._ 1 N N / / I 23 32"EDGE-GOLD 5U3FLOOR /- LESS THAN 2T -_��. MAINTAIN(MIN) / M•' ' E Designer - 6-8" HEADROOM MIN. ' RUN Builders Design, inc. .' ' 11125 N.E.Weidler St. 16 RISERS FOR STAIRS Portland, OR 97220 ® A I I Iii N N I N ,2x10 JOISTS @ 15"O.0 11\ Office: (503)252-3453 L _ —� 1"RUN/6-7/81 RISE NOTE: SEE DETAILS ON SHEET DS FOR STAIR CONNECTIONS R-15SLAB EDGE INSUL. ' b 5/8"TYPE X 24 I HU48 HANGERS GYP. BD.(TYP) DS r 4x8 JOISTS @24"O.C. I 1 12"PLUS WIDTH I — 1 I OF TREAD — ---- 4"COM. SLAB ON 3/4-COMP. FILL I I / -- - / 2k DECKING W/FIBER MESH C 9x13.4 STEEL CHANNEL - --- MAX 4" - - - - J *---,g-.-._ eic\ 6x8 BEAM \ II '' CD z r RADON VENT 2'_U/ u� 24'x36"x12"FTG. p • l - ✓ / , _� \ -SEE DETAILS I • n co r- • Section 1 f 1 8"CONC.WALL 1/4":-I-0. -["` " L J W/tI4 REBAR @ 6'O.G. E.W. NOTE: MIN. 18" FROST DEPTH ON STEM WALL FOOTINGS ON18x10GONG FOOTING . - MAINTAIN CONSISTENT TOP OF STEM WALL ELEVATION W/(2)q4 REBAR " AND t14 VERT.DOWELS @ 48"O.G. �`�� ° TO MAINTAIN MAXIMUM 8'-0" STUD WALL HEIGHT AT GARAGE LEVEL , r , ® r , © i I I ® D5 sir e /.. 1 I / / / / (C) COPYRIGHT 2015 SUMMIT ENGINEERING LLC THESE DRAWINGS ARE THE PROPERTY OF SUMMIT ENGINEERING LLC AND ARE MANU.TRUSSES @ 24"O.C. NOT TO BE USED OR REPRODUCED IN ANY MANNER,WITHOUT PRIOR WRITTEN AUTHORIZATION. / / DS - - - - _ 1 1 1 1 _ - - © REVISION SCHEDULE: 1 1 i REVISION DELTA ISSUE DATE I I 1 1 1 L _ - - - J Air SEE PLAN FOR WALL TYF ES - J 7- SEE PLAN FOR WALL TYPES ' 9/11 g D5 - D5 I - - ® PRINT DATE: >� _ - ' - _ 1 9/11 I= I I _- " ® 7/7/201610:51:0.0Alm I 1 1 I I I I I I i \ I I \ I I \ I I I I I 1 I I /----- / \ I I \ I I \ I I -- \ L _ _ _ _ J \ L _ _ . _ _ J \ L _ - - _ J 1 I SHEET TITLE: L J \ \ \ L J \ © \ Mk \ ® CROSS SECTIONS © ® ® AND DETAILS SEE FLOOR CEILING/ASSEMBLY ® 9/11 911 9/11 r , 1 1 DS 1 I_ _ DS DS r , \ I 1 \ L :. H \ I I 1 \ I1 \ I \ 11L _ _ _ _ J \\ L - - " - - J \\ \\\ ® L - - - - J L J / / © © ® DRAWN BY: BSY APPROVED BY: r 1 a SHEET: ___. _:--'.1C' — 1 — 1 _--- - D5 05 - 1 A29 1 1 F.F.E.=241.65' J ; fi i Section 2 I I �7 L J 3/16"=1'-0' 1 r 1 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 R THICK- NAILING3'7 RIMBOARD TO TOP TO PLATE TO FOUNDATION REMARKS9 40 WALL NESS2 PLATE BELOW WALL BELOW NAILING' ATTACHMENT4,5,6 MI Mall TYPE ATTACHMENTS I ,' —,/ Afat , ® , A 15/32" 8d at 6" o.c. 16d at 6"oc SIMP.A34 AT 1/2" DIA at 36" o.c. Va = 280PLF � �' ,-'_r ' lk, `�JSt 16"OC B 15/32" 8d at 4" o.c. 16d at 4"oc SIMP. A34 AT - 1/2" DIA at 24" o.c. Va = 430PLF �� _ __�� .it �_ _.// , 26/DS.2 I TYP. 12"OC 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 ® O I 0 0 Sil 6 16dat3oc D 15/32" 8d at 2" o.c. SIMP.A34 AT 6"OC USE 3x 1/2" DIA at 14" o.c. Va = 730PLF SDS 1/4x3 1/4 at - E 15/32" 10d at 3" o.c. 6"oc USE 3x 1/2" DIA at 12" o.c. Va = 870PLF 100 SIMP. A34AT6"OC ® ^ IL .7 2 SIDES SDS 1/4x3 1/4 at - — F 15/32" 8d at 3" o.c. SIMP. A34 4"oc 4"OC USE 3x 1/2" DIA at 10" o.c. Va = 1100PLF ® 6 \ 1 1 / ® / / -__ ...---.._-._-_. / A T / "__-__ —1- 5d I Client 5d COOLER SIMP. A34 AT 1__ G 2 OR 16d at 6"oc 24"00 - 1/2" DIA at 48" D.C. Va = 220PLF \ \ / Evergreen Builders, LLC / =__ = / c/o Joe Westerman LAYERS WALLBOARD ___ A7420 SW Hunziker Road, Suite D 5/8" AT 4" O.C. / t \ ITI ! \„ 1 \ . Tigard, Oregon 97223 1. (2)2x PLATES REQUIRED AT TOP AND BOTTOM OF WALL FOR ALL WALL TYPES EXCEPT"A","B"AND"G". STAGGER NAILING, 3x PLATE MAY ' CV BE USED IN LETU OF(2)2x PLATES WITH NAILING. ® I la / ® [4,\ ® O 2. APA-RATED OSB OR PLYWOOD. APPLY ONE SIDE OF WALL U.N.O. I 3. ALL NAILS SHALL BE COMMON TYPE. 11ELD NAILING AT 12"OC TYP. 'm—. % ` 4. MINIMUM 3 BOLTS PER 4'-0"LENGTH OF WALL �' / 7 ' \ / ` / ` 1` 6 Protect 5. ATTACHMENT AT NEW CONCRETE SHALL UTILIZE A36 "I-BOLT'WITH 7"MINIMUM EMBED. 6 , 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"OC REQUIRES 3X FRAMING MEMBERS AT ADJOINING PANEL EDGES. 1st FLOOR SHEAR P_AN 8. NAILING FROM RIMBOARD TO TOP PLATE BELOW SHALL BE"TOE-NAILING". ® l___- _ • / 0 9. SHEAR VALUES IN THE REMARKS COLUMN IS LNFORMATIONAL FOR ENGINEER AND VARIES PER PROJECT. ® Designer Builders Design, inc. —kV' / ® , , ® 11125 N.E. Weidler St. HOLD-DOWN SCHEDULE -`� i'1 �' _♦ .• l, �'� Portland, OR 97220 /1 ,� I Office: (503) 252-3453 REQUIRED 0 PLAN SIMPSON MINIMUM NAILS EA END MINIMUM ANCHOR DES. HOLD-DOWN LENGTH PAST OR SCREWS OR POST" BOLT5,6 REMARKS 17=14U1 0 0 ® OPENING2.3 BOLTS TO POST 1 CS16 STRAP 13" 22 - 8d 2x - Ta = 1705# 2 CS14 STRAP 16" 30 - 8d 2x - Ta = 2490# / / 3 CMSTC16 STRAP 20" 50 - 16d SINKER (2) 2x Ta = 4585# ® J1 al../ L ® O0li.„,„1 / rn ..4 CMST14 30 66 - 10d 4x Ta = 6490# ® \ 0 ® 0 �/ 5 CMST12 39" 86 - 10d 4x Ta = 9215# i 6 HDU2-SDS2.5 - 6 - SDS i/4x2 1/2" (2) 2x SSTB16 Ta = 3075# ® 77....4 \ I �—• I ® m7 HDU4-SDS2.5 - 10 - SDS 1/4x2 1/2" 4x SSTB20 Ta = 4040# • \j 7: / / II I . ` .8 HDUS-SDS2.5 14 - SDS 1/4x2 1/2" 4x SSTB24 Ta = 5025# — /1 _(\ 4 � ' 9 HDU8-SDS2.5 20 - SDS 114x2 1/2" 4x SSTB28 Ta = 6605# 7=1 10 HDU1I-SDS2.5 30 - SDS 114x2 1l2" 6x6 SB1x308 Ta = 9535# lor-irt �� / � di "11 HDU14-SDS2.5 36 - SDS 1/4x2 1/2' 6x6 SB1x308 Ta = 9905# ® �� _ ;12 HD19 - (5) 1'" DIA BOLTS 6x6 PAB10-24 Ta =#18000 �� ''�tilr o w 1.HOLD-DOWNS ARE"SIMPSON"BRAND U.N.O. -• _ - Eziy 2.LENGTH APPLIES TO ALL STRAPS;MINENTUM LENGTH REFERS TO STRAP LENGTHS BOTH ABOVE AND BELOW THE FLOOR JOIST FOR WALL \ma:yr " ik / _/ HOLD-DOWN STRAPS; BEYOND THE END OF EACH WINDOW FOR HORIZONTAL WALL STRAPS. / / 1 FOR HORIZONTAL WINDOW STRAPPING,FILL ALL NAIL HOLES WITH 8d NAILS IN 13"OF STRAP BEYOND WINDOW OPENING. NAIL INTO 2x ® ® (C) COPYRIGHT 2015 FLAT OR VERTICAL BLOCKING. THE LENGTH OF STRAP ABOVE AND BELOW WINDOW ONLY REQUIRES(2)ROWS 8d AT 16"OC. hi ® 2nd FLOOR SHEAR P_AN SUMMIT ENGEERING LLC THESE DRAWINGS ARE THE PROPERTY OF SUMMIT ENGINEERING LLC AND 4.(2)2x6 NAILED TOGETHER WITH(2)ROWS 10dAT 12"OC STAGGERED MAY BE USED IN LIEU OF 4x POST FOR CMSTCI6AND HDU2 HOLD- ® ARE DOWNS. NOT TO BE USED OR REPRODUCED IN / ANY MANNER,WITHOUT PRIOR WRITTEN AUTHORIZATION. 5.FOLLOW MANUFACTURERS'REQUREMENTS FOR MINIMUM CONCRETE DEPTH REQUIRED FOR ANCHOR TO MAINTAIN 3"CLEAR BOTTOM OF 44....___. \® , _FOOTING. --- --------------- - / 6. REFERENCE PLANS FOR SPECIAL FOOTING DETAILING AND ANCHOR REQUIREMENTS FOR HIGH LOAD HOLD-DOWNS(TYPE 9 AND i 14,116/ , O REVISION SCHEDULE: GREATER). --� , `,p —� , �� -��, J� �` -, REVISION DELTA ISSUE DATE 7, IN THE"REMARKS"COLUMN,Th IS PROJECT SPECIFIC AND IS MAINLY USED AS A GUIDE TO ENGINEER. L 8. 24"EMBED IN 8"WIDE STEMWALL REQUIRED FOR SB 1x30. • I + I 0 � O o � ; SHEARWALL-PER PLAN 1 ® I 1 ® 1 111 PRINT DATE: / 7/7/2016 10:51:02 A STRAP AT UPPER LEVEL -FOR 2"O.C. NAILING, STAGGER AS SHOWN ® I I ® jii, ® / / -PER PLAN -WHERE DOUBLE 2x ARE ALLOWED AT SILL&TOP PLATE FOR 1 SHEET TITLE: TYPE C," STAGGER CONNECTION NAILING,TYP. O , SHEAR WALLS STUD&FIELD NAILING PER SCHEDULE 1MA \ 1 / PLANS I I 3x PANEL EDGE MEMBER \ j 1 11 STRAP CONNECTS \ \ / / / © \ FOR COMPLETE LOAD PATH I A at, I\ 3x PANEL EDGE MEMBER 3x PANEL EDGE MEMBER _ ® / \ ® ® •\ II HOEDOWN PER PLAN II DRAWN BY: BSY A.B. PER PLAN EMI - - I / APPROVED BY: J s isiks , a SHEET:im r r, r ' S29/DS.2 FLOOR TO FLOOR 30/DS.2 SHEARWALL NAILING ® ® S 3 0 HOLDOWNS AT TYPES G, D, E $ F 3rd FLOOR SHEAR PLAN 1/2-1-0 / - / JOB NO.: 9812 SCALE: As indicated