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Plans (4) E LC2O 16 - 00783 BUILDING CODE SUMMARY NARRATIVE FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS O FICF. appy SCOPE OF WORK TYPE V-B ` THIS PROJECT CONSISTS OF 63 MULTI-FAMILY RENTAL HOUSING UNITS.33 UNITS ARE 1-BEDROOM AND 30 UNITS ARE 2 BEDROOM. PRIMARY STRUCTURAL FRAME 0 CITY OF TIGARD. - ALL GROUND FLOOR UNITS ARE ADA ACCESSIBLE.94 ON SITE PARKING SPACES ARE PROVIDED,2 ARE ADA SPACES. BEARING WALLS 0(1-HR RATED WITHIN V OF PROP.LINE) REVIEWED FOx,CODE COMPLIANCE SITE INFO: NON BEARING EXTERIOR WALLS 0(BASED ON FIRE SEPERATION DISTANCE) Approved; 1 6 fec-fockA . - GENERAL INFORMATION FIRE RESISTANCE RATING REQUIREMENTS FOR NON BEARING INTERIOR WALLS 0 OTC: I I c,oces\ S'ItL+1 RECEIVED • Property ID W273156 FLOOR CONSTRUCTION 0 Permjt#; [ (e-Cbl 3 • County WASHINGTON EXTERIOR WALLS BASED ON FIRE SEPARATION DINSTANGE AND SECONDARY MEMBERS Address: sj a OCT 5 2016 • State ID 15126DG00900 ROOF CONSTRUCTIONI 0 NOTE: NOTE: emu, 5<X<10 1 -PROVIDE CLASS G COMPOSTITION ROOFING DRAG TRUSSES SHOWN ALIGN WITH SHEARWALLS BELOW Suite#i 1 CITY Of TiGARD • Alt Account# R238282 10>X>30 0 TABLE 1021.2(1) -ROOF SHEATHING SHALL BE 15/32"APA RATED By: - A Date: SITE INFO X>30 0 STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOR R-2 OCCUPANCIES © Ul[,All� p►Vlif�N Site Address 9550 SW GREENBURG RD STORY MAXIMUM#OF DWELLING UNITS MAXIMUM EXIT ACCESS TRAVEL DISTANCE SHEATHING WITH 8d NAILS @ 6"O.G.AT ALL PANEL City/State/Zip TIGARD EDGES AND 17 O.G. IN FIELD(TYP) BASEMENT, FIRST,SECOND,OR THIRD FLOOR 4 DWELLING UNITS 125 FEET ASSOCIATED CASE NUMBERS: TABLE 705.2 1/7 FIRE-RATED PLY.WD.AT THIS SIDE OF ROOF 1/2"FIRE-RATED PLY.WD.AT THIS SIDE OF ROOF SITE DEVELOPMENT REVIEW(SDR):SDR2014-00002 MINIMUM DISTANCE OF PROJECTION ® DENOTES DOWNSPOUT LOCATION ® -WITHIN 4'-0"EXTERIOR WALL Al -WITHIN 4'-0"EXTERIOR WALL a Lk ADJUSTMENT(VAR):VAR2014-00010DRAG TRUSS-1950# FIRE SEPERATION DISTANCE(FSD) MINIMUM DISTANCE FROM LINE USED TO DETERMINE FSD DRAG TRUSS-1,650# 5D SD DRAG TRUSS-1,650# SD DRAG TRUSS-1,650# ADJUSTMENT(VAR):VAR2014-00011 0 FEET TO 2 FEET PROJECTIONS NOT PERMITTEDLINE WALLS BELOW LINE WALLS BELOW DRAG TRUSS-650# DRAG TRUSS-1950# DRAG TRUSS-1950# DRAG TRUSS-65011 DRAG TRUSS-1950# DRAG TRUSS-650# PRESCRIPTIVE ENVELOPE REQUIREMENTS-OEESG 401.1 GREATER THAN 3 FEET TO 24 INCHES PLUS 8 INCHES FOR EVERY FOOT OF p DRAG TRUSS-1500# DRAG TRUSS-1500# DRAG TRUSS-1500# / / WALL INSULATION-ABOVE GRADE R-21 LESS THAN 30 FEET FSD BEYOND 3 FEET(OR FRACTION THEREOF) ® ® / / WALL INSULATION-BELOW GRADE R-15 30 FEET OR GREATER 20 FEET - - - _ - _ I - FLAT CEILINGS R-38 1 r r - -r- I r T- r r T 7- Client VAULTED CEILINGS R-38 I 13' 0" I T I I I 13'•0" I I I 13' 0" I I Evergreen Builders, LLC UNDERFLOORS R-30 J L - L - I -Il- ' J it 1 L -11 I -Il- + I- c%oJoe Westerman SLAB EDGE PERIMETER R-15 N T I T -1 7420 SW Hunziker Road, Suite D ITigard,Oregon 97223 HEATED SLAB INTERIOR R-10 a I I tDI IP I I II WINDOWS U-0.32 ® SD I II-_ _ _ _ II I I II SKYLIGHTS U-0.60 RIDGE1/2°FIRE-RATED PLY.WD.AT THIS SIDE OP ROOF 1/2 FIRE-RATED PLY.WD.AT THIS 5 E OF RCOF EXTERIOR DOORS U-0.20I I I I I IE -WITHIN 4'-0"OF 1-HR FIRE WALLI II I I II I _WITHIN 4'-0"OF 1-HR FIRE WALL q I EXTERIOR DOORS W/>2.5 FT1 GLAZING U-0.40 _ _® I I I MANU.TRUSSES @ 24"O.G. I MANU.TRU55E5 @ 24"O.G. I I I FORGED AIR DUCT INSULATION R-8 - - ADDITIONAL MEASURE CHOSEN ;;li I I I - I SD /17-1 I I I I I I I I / / 111 I I I 1 4-Ductless heat pump: � ' Windows to be U-0.32 - �1 `e I Project x11111„,9 I I I I I I I I I n1I1111■II tomminomal GENERAL CODE SUMMARY NOTES ;,m 'i 11�11t IL Greenberg Road Apartments 11nn11111 1.OCCUPANCY OF ALL SPACES 15 R-2 ��_ + - -+ Tigard,50S OR r97202 eenb rg Road BUILDING GODS SUMMARY-2014 OREGON STRUCTURAL SPECIALTY CODE - L"i _ ®` xia e L J L ® ® L GRAFTER 4-SPEGWL DETAILED REQUIREMENTS BASED ON USE AND OCCUPANCY I ICI 4202 WALLS SEPARATING DWELLING UNITS SHALL BE CONSTRUCTED AS FIRE PARTITIONS.1 HOUR PARTITIONS PROVIDED. um / / ■1 DRAG TRUSS-1,950# / / 420.3 FLOOR ASSEMBLIES SEPARATING DWELLING UNITS SHALL BE CONSTRUCTED AS HORIZONTAL ASSEMBLIES.1 HOUR SEPARATION PROVIDED. III Pfdl9nin n;Malle„°'° • ROOF PLAN Designer lil'IIIA■1111 --- CHAPTER 5-GENERAL BUILDING HEIGHTS AND AREAS: ��� v8-=1'-O" Builders Design, inc. 50312-BUILDINGS ARE SEPARATED FROM EACH OTHER BY AT LEAST 10'. 11125 N.E.Weidler St. TABLE 503:ALLOWABLE BUILDING HEIGHTS AND AREAS:OCCUPANCY R-2 CONSTRUCTION TYPE VSmmilmni Portland,OR 97220 BASE ALLOWABLE AREA PER STORY:7,000 S.F. Office: (503) 252-3453 MAXIMUM NUMBER OF STORIES:2 MAXIMUM BUILDING HEIGHT:40 immaimmim 504.2 SPRINKLER INCREASE WITH NFPA 13 SYSTEM:3 STORIES,60'HEIGHT / 21'-0" / 13'-0" / 35-0' / 13-0" / 21'-0 /" 3 -0 /" 20-0" / 506.4.4 MAXIMUM BUILDING AREAS: NOT USING SPRINKLER OR FRONTAGE INCREASES RIGHT 7,000 S.F.x 200%=14,000 S.F. MAX. BUILDING AREA. 1/8._1.0.. -- PROPOSED BUILDING LIVING AREA=8,239 S.F. - - .1,� eitu.l _- _ .1111 .f111■1111 I■11• n.�t 111111■I / 136 0" / 1 / 5' O.. 0' O„ 5 0•. 5. 0., 10' 0„ 5 0 5 -0 10' O•• 5 0•. 5 0 4' 0" 9 0.. / 9' 0,. 14 0 1 5 0.. 5, O.. 0' 0 10 0 10 0' 18 0"5, O.. / 5, 0„ 5 O.• / 4 .9. 5 3•• / 13' O ' / ' .• �, 5. .• / 5 0 0' 0' 10-0 5 0 / 4 9 •• 5 3 / 10'-0" 1 / / / * / - / / / / / / / / / / G 5 0 0 / / / / / 4/D5.1> 4/D5.1> 4/05.1> 0 K_\ " //[ 6 (±2,. _1.(r4,1„,/,1/42//„..„4,1/2 _0 Z%//%%//%Q /1///C// G '-0"x -0 'IQ'7�G —z%/ //yU / //% //%// -0 -O / )�// // .// - " 0I % /%l ,1 -070 % / - - , " x2 -0DG (fL/// /% . /%/ %// /%% -0x2'-0" SLIDE / /1L '% /. 4 -0"x2-0" SLI%D/ 'L /'// %-0"x7 0"SLID7 / % L-0'x2'-0SLIDE/ , , / N L - / /„ / / r , i Client Evergreen Builders, LLC /// /�////////� 7 / / c/o Joe Westerman GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE / GARAGE GARAGE GARAGE GARAGE 7420 SW Hunziker Road, Suite D 0 np / / Tigard,Oregon 97223 o ^ r i ^ - 11 i o i ^ 1j 1 ✓.moi. / I L Jam.! / 1 / 2 DS.I n / / CV / /` =Baa==ij / t i/ l n Illi -FIRS;moi ^ --FIz--/ SPRINKLEf� SPRINKLEII' / / / �//-/ g Project / Greenburg Road Apartments 8'-0"x 7-0"GARAGE DOOR 8'-0"x 7-0"GARAGE DOOR 8'-0"x 7-0"GARAGE DOORyo "x 7-0"GARAGE DOOR ,/�8'-0"x 7-0"GARAGE DOOR 8'-0"x 7-0"GARAGE DOOR 6-0"x 7-0"GARAGE DOOR 8'-0"x 7-0"GARAGE DOOP / 8'-O"x 7-O"GARAGE DOOR 8'-O"x 7-0'GARAGE DOOR?8'-0"x 7-0"GARAGE DOOR 6-0"x 7-0"GARAGE 000' 2 9550 SW Greenburg Road o �_—_� — — 7g T L Tigard, OR 97202 3 HIGH HANDRAIL "� T T T T T /� T EE STAIR DETAILS T T ^ J / / / / L 1 , 3/D5.1 1 R HANDRAIL EXTENE IONS I 1 3/D5.1 /- / I I I I \ i \_ ✓ I I I I \_ — -/ Designer L J L ____ _J Den, inc. s VOTE: VOTE: 111125rN.E.Weidler St. HORNS ff STROBES REQUIRED AT STAIRWELL AREAS HORNS a STROBES REQUIRED AT STAIRWELL AREAS Portland, OR 97220 Office: (503)252-3453 5 2" , 4' 10" 5' 0" , 5' 0" 5-0" / 5-0" / 4'-10" / 5-2' / / 5-2" / 4'-10" / 5'-0' / 5' 0" / 5' 0" / 5' 0" / 4' 10" / 5' 2" / / 5-2" / 4'-10" / 5' 0" / 5' 0" / - " 5'-0" / 4'-10" / 5' 2" / i / O / 10'-0" 10'-0" 10'-0" / 10'-0" / 8'-0" / 10'-0" / 10'-0' / 10'-0" / 10'-0" / 8'-0" / 10'-0" 10'-0" 10 -0" / 10'-0" / de I FIRST FLOOR PLAN 3/16"=1'-0" C.-. — — - SEE SHEET WT FOR WALL CONSTRUCTION DETAILS co _ f r�����A W1-FIRE PARTITION-SOUND RATED z [ E NOTE: CONTRACTOR TO GO-ORDINATE WITH GEO-TECH FOR FOOTING PREP AND FOOTING INSPECTION feA ream W2-FIRE BARRIER-NON SOUND RATED m , W3-EXTERIOR WALL-NON-RATED : L+ a © : THESE ARE HOLD DOWN LOCATIONS NOTE: NOTE: MIN. 18" FROST DEPTH ON STEM WALL FOOTINGS ;a "° TO ALIGN W/BUILT-UP JOISTS SUPPORTING t i W4-INTERIOR WALL- NON-RATED - 2nd FLOOR SHEARWALLSitSUBSEQUENT uPLIFTS ENSURE ADEQUATE FOOTING THICKNESS FOR HOLD-DOWN ANCHORS - MAINTAIN CONSISTENT TOP OF STEM WALL ELEVATION REFERENGEDETAIL20 PER HOLD-DOWN SCHEDULE AND SIMPSON LITERATURE TO MAINTAIN MAXIMUM 8'-0" STUD WALL HEIGHT AT GARAGE LEVEL W5-GARAGE WALL-1-HR RATED • f 136 0" / / / / / 10-O' / 10'-0" 10-O' / 14'-0" / 14'-0' 10-0' 10-0" 10-0" 18'-0" e 10'-0" 10-0• / 10-0" / / / (C) COPYRIGHT 2015 SUMMIT ENGINEERING LLC THESE DRAWINGS ARE THE PROPERTY OF SUMMIT ENGINEERING LLC AND 24"x24"x12"GONG.FTG'S 24"x24"x12"CONC. FTG'S ARE 24"x24"X12"GONG. G'S I NOT TO BE USED OR REPRODUCED IN 4/05.11> SEE DETAIL 26/SD NOTE:SEE SHEARWALL SCHEDULE 4/05.1> NOTE:SEE SHEARWALL SCHEDULE 4/05,1> A WRITANN AUWITHOUT T PRIOR 18"x18"x12'GONG.FTG. -THIS ENTIRE WALL FOR ANCHOR BOLT 5 ZING AND 5P 18"x18"x12"GONG.FTG. FOR ANCHOR BOLT SIZING AND SPACI / 18"x18"x12"CONC.FTG. / / / REVISION SCHEDULE: 1 / ° r. • .`= r ar— — — — 1 : . (� — — — — — — •� �•� •� < � ^_ _� i.. — — — — — — — — — — — — REVISION DELTA ISSUE DATE I . r 1 I • O O 4 ' 1 I 4"GONG.SLAB ON 3/4 COMP:FILL 1 I v I I = O I I I ': I ..k : , 8'CONC.WALLS W/18•x10"GONG.FOOTINGS I . ,- I I ' I • I W/FIBERMESH(TYP.) I I I , I a I © I . , I -, 't W/#4 REBAR AT TOP OF STEMWALLS I ; H ( '• I I rte _ � � 1 I . I ' I I . � `_ 1_ — — — � , I ° I ' I I : `q rt, W/(2)#4 REBAR IN FOOTINGS r r, AND#4VERT.DOWELS@48'O.G. a I 0 I I © I Q V' . . - • • .. © I -. © I .. I 0 I -, — — — © I • © • I © I ' PRINT DATE: -TYPICAL I • ^ I .- I I o I ° I I I I ^ . I ° L 6/21/2016 6:21:04 PM -I 2/D5.1 I I ••.- I I : 18"x18"x12" _ I ; 2/D5.1 I : I I 18"x18"x12" I .: 2/D5.1 I ' I I ' ° in `° © .. I I GONG. FTG. I f , 1 0� . 1 O 1 r ; I GONG.FTG. I . I ® O I SHEET TITLE: o r f y r L 1 + y 1ST FLOOR AND \ :' °:. . � ' .; I -•. I I a, :` \ FOUNDATION PLAN SSTB20 ANCHOR BOLTS 5STB20 ANCHOR BOLTS ° 557620 ANCHOR BOLTS SSTB20 ANCHOR BOLTS I - I I '. I J I ` I I -: I I '. I ' I I - I ° I I :• I I ,° I ; I I : I - I I -. I ; I 24"x24"x12"CONC. FTG ;• I : I I I `\ I • I 24'x24'x12"LANG.FTG I I I I ` I 2A'x?A"x12"GONG.FTG I _. L - - - - -I : L - - - - J =._ L - - - - _J : L - - - - I J ._: �- - - - - - - - - - � L - - - - — - - J = - - - - � `_ L - - - - - - - - - J 18'x18"x17 GONG.FTG. ' o o I I : — — — — � �I - - - - Y - - - - - - - - �11 k9 \ \ / / I r - - - 1 f \ SSTB16 ANCHOR BOLTS 1 r SSTB16 ANCHOR BOLTS • 1 , ' SSTB16 ANCHOR BOLTS , DRAWN BY: BP J— J J J LJ L LJ L L L`J L LJ I\ ® (3 e 0 / APPROVED BY: 5STB16 ANCHOR BOLTS SSTB16 ANCHOR BOLTS 557816 ANCHOR BOLTS / / NOTE: SHEET: FOOTING THICKNESS SHALL FOUNDATION PLAN BE INCREASED FOR SSTB 2424"x12"GONG. FTG " 24"x24"x12"GONG. FTG 3AS'.1"-0" " 24"x24"x12"GONG. FTG Al 5 HOLD-DOWN ANCHORS,TYP. 10-0" 4' 10'-0" 10'-0" 4' 10'-0" 8'-0" ,. 10'-0" / 10'-0" 10'-O" / 10-0" / 8'-0" / 10'-0" / 10'-0" 10'-0" / 10'-0" / / _ JOB NO.: 9812 • SCALE: As indicated 7Tlik4Ir%-.i'.?.M.04.0.4'.WnanP-.:.. "'"--4:'77.C...1. w:�'i .:^*s3.¢.:. Alit W =a:.. aa,SS ,"'.ra,sti 'e 3Yfi,n"!t!Y".Ah'.f':. .. e. rt . ''. t / 136' 0" / / 1 -6" / 8'-0" / 21'-6" / 21' 6" / 8' 0" / 14'-6" / 25' 6" / 8' 0" 14' 6" / / T 6" / 7-0" / 8' 0" / 4' 0" / 11' 10" / 5' 8" / 4' 8" / 11' 10" / 5' 0" A 7-0" / 7 6" / T 4' / 13' 2° / 5' 0' / 7 0" / 7 6" / �� 5'-0"x 4' 0"SLIDER 5 0"x 4'-0"SLIDER 4'-0"x 3'-o SLIDER 4'-0"x 3'-o`" SLIDER 5'-0"x 4'-0"SLIDER 5'-0"x 4' 0"SLIDER 5'-0"x 4'- D"SLIDER 5'-0'x 4'-0"SLIDER 1 4'-0"x 3'-6" SLIDER // EGRESS 7\ ® I--_..4J 1 10 L_7 , r J —'-' rD1-——_I ❑ / EGRESS ,, % r---I _ 010 LDWJ --J ❑ / EGRESS i 9 0 —L--.J n = DINING o• to o0 0 / / KITCHEN op 9999. KITCHEN DINING Q �qo �� KITCHEN DINING to BEDROOM 0 fp ° " , RAF. 1 Client ,i � 1 r-1 ® BEDROOM I ® BEDROOM g \/ Ever reen Builders, LLC Li; / d o Joe Westerman 0 ® 0 / U 7420 SW Hunziker Road,Suite D I r 1 \ ! Tigard, Oregon 97223 o © 2'-4" ___\. I I 2' 4" © / 0 y \ 1 27 \ I .I / Q / ; 2'-6' 2'-8' I� LIVING ROOM 2' 8" 6 4' N_. 2' 8° 6° a I 1 / ® LIVING ROOM 1 iu © \ p © \ F-; 1 0 _ENT_ I __ l Pe 6 W/D 0 1 - - Q WM 0 1 i 1 LIVING ROOM - - _ , BEDROOM P I' BEDROOM J % BEDROOM J / / / / \ 1 I` . ,,, -, % Project G, 1d L oI i odiGreenburg Road Apartments \ry N-3 ,/ / I / a 5f/ / I 9550 SW Greenburg Road �� �� _ _ 0_5-1/2"x9"GLUCAN a �i Tigard,OR 97202 \• 2' 0"x 4' 0"FIXEq , ' T-- 6'-0" 3-0"x 3'-0'OGT. 6' 0" - 2-0'x 4'-0"FIXED -1111 3-0 x 3 0 0. 6, 0" ,1( �. EGRESS EGRESS 11- m I I � EGRESS / / 2-0"x 4'-O'FIXE/ „ . _. • _i/i 2'-0'x 4'-n'FIVE' 6x6 HEADER 2' 0"x 4 -0 F XE► -. /i / / 5 -0 x 4 -O SLIDER 5'-0'x4'-0"SLIDES \ ii 5-0"x 4-O'SLIDER \2 -O"x 4'-0" FIXED Designer Builders Design, inc. 11125 N.E.Weidler St. Portland,OR 97220 Office: (503)252-3453 1 0 1' 0, 1' 0" 1' 0" 1. 0 0 ^_0 0 4' -0� T-0„ �'-0// \1 z-1' 0, / I 6'-0" / 13 -0" / 0" / 12' 5' 5'0" / 0" / 8'-0" / -0. / 12' 4'0" i� O" ,, 13' 6'0" / 0' / 8' 5'0" / 0" / 17 4'0' / 0" / 0/ 0" 2 O/!/ 6' 0" / / 136-0' / NOTES: WALL LIGHTS-PROVIDE 1-HR FIRE PROTECTION SEE SHEET WI FOR WALL CONSTRUCTION DETAILS SECOND FLOOR PLAN / / UNIT ENTRY DOORS TO BE 60 MINUTE FIRE-RATED WITH CLOSERS AND SMOKE GASKETS WIRING TO BE PROTECTED IN THROUGH PENETRATION Nis'=1-0" / / -MAX.THRESHOLD HEIGHT OF 1Q" IN ACCORDANCE WITH SYSTEM NO.W-L2196. i/////4 WI-FIRE PARTITION-SOUND RATED -STC RATING OF 30 NOTE:PEDESTRAN LIGHTING TO BE PROVIDED AT OUTSIDE 0 ,1:....,k_ - I: OF EACH EXIT DOOR.LIGHTING TO BE PHOTO-CELL ACTIVATED z 71 -THE MEANS OF ILLUMINATION LEVEL SHALL NOT BE LESS 1'%////%///A W2-FIRE BARRIER-NON SOUND RATED 3 THAN 1 FOOT-CANDLE AT THE WALKING SURFACE 5 . , I n P-- 1 W3-EXTERIOR WALL-NON-RATED m I: NOTE: J i ALL LIGHT FIXTURES TO BE SURFACE MOUNTED. NO LIGHT FIXTURES TO BE RECESSED INTO RATED I 1 W4-INTERIOR WALL-NON-RATED ASSEMBLIES OR IN CONTACT WITH INSULATION % °/ 4 �' W5-GARAGE WALL-1-HR RATED . / NOTE:LAM ALL 2x'S TOGETHER W/(2)ROWS 10d NAILS @ 12'0.0.STAGGERED / / 0-5-1/2"x 9-1/2"GLULAM / / �Q-5-12"x 9-1/2'GLUCAN ` 0-5-1/2"x 9-1/2"GLUCAN r0-5-1/2"x 9-1/2"GLULAM Ic> COPYRIGHT SUMMIT ENGINEERING LL HE PERTY O - _ - \i_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _� — -- — — — — — —1- - - - - - - - THESE GS ARE LLC AND �\ ■ - — - — - - - — - — - - -LL- - — - — - - — - — - — - - — - — - — - — — - - — - — - ■ - — - — - - — - — - - — - — - — — - — - a - - — - — - Eli= - — - — - OF SUMMIT ENGINEERINGRLLC AND \ i• .i \ - - i i i `�' i i - F i Za i. • " NOT TO BE USED OR REPRODUCED IN Q _- - C 5-1/2'x9 GLUL.AM - I I _ : „ _ •• I I _ _ I - A WRITTEN AUTHORIZATION. PRIORNY AAANNER,WITHOUT la_ Ill r- ~- - 51i97?LTIfi- I - -.41a17.75.71.71-L1 0 4 5-1/2'x9"GLULAh'I - - _ _ _ _ 5-1/2'x9"GLUCAN ®-5-1/2'x9"GLUCAN 1'r 1 (8}5-1/2"x9'GLUCAN Q 5-12'x9"GLU�1U _ - _ _ _ :. a 5-12'x9"GLUCAN ® 5-12"x9"GLULAITI (8}5-12"x9"GLUCAN ® 5-1/2"x9"GL��U Ami- Q8 5-1/2"x9"GLUTAM - / / , II � _ � a 2x10 JOISTS @ 16"O.G.(TIP) I� Ir - - 4) -2O JOI ,i @ 1. ;a IFr. 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U J-L_i J-L_1 _ L_ 2x10 JOISTS @16"O.C.(TYP) DRAWN BY: BSY ©-5-1/2"X9"GLUCAN I - J- I `I 2x10 JOISTS @ 16'O.G.(TIP) 2nd FL_OO�INL S PLAN -TYPICAL AT FRONT OF GARAGE -TYPICAL AT FRONT OF GARAGE 3n6°=r-o' 2x10 JOISTS @ 16"0.0.(TIP) APPROVED BY: ®-5-1/2x9"GLULAM 2x8 P.T.JOISTS @ 16"O.C. 2x8 P.T.JOISTS @ 16"O.G. POINT LOAD FROM ABOVE 2x8 P.T.JOISTS @l6"O.G. 6x8 P.T. BEAM / / SHEET: i A16 / JOB NO.: 9812 SCALE: As indicated / 136 -O" / / 6" �, T 0" / 8 0" / 4' 0" / 11'-0' 6 / 6 6.. / 4' 8" / 121-10" / 5 0" * 8 0.. / 0 1/6.. 7 6 / 7-4" / 13'-2" / 5' 0" / 8'-0" / 0 /6.. / 14' 6' 6 / y�y 5'-O'x 4' O"SLIDER -0"x 4'-O" SLIDER 4'-0"x 3'-6" SLIDER 4'-0"x 3-6" SLIDER 5'-0"x 4'-0" SLIDER 5-0"x 4' 0" SLIDER 5'-0"x 4'-0"SLIDER 5 -0 x 4 -0" SLIDE' 4 -0"x 3'-6" SLIDER \ A "i moi. %SA --. :,/v,///v, /.Y/'4" . - ., //,. ni: ./_ //,�, ,/,:.a:;/ .ni"i >ni� �:,,/_i, ; ,.0/,/;:'. ./�,;5/,i in• ./�:n :/.i i• /..,,,, �ono, / ,/.i/'Si-'.L% ./.Z✓./.i. / _/,•;/.moi ;�,y EGRESS a\ L—— .1. L — JJ EGRESS 'r I 1 [-— ! 1-1-30___ r-- I D�L——J / EGRESS / / / / �v n client Q a DINING KITCHEN °• / •O KITCHEN DINING r3' ® 1.0 KITCHEN DINING • Q Evergreen Builders; LLC c/o Joe Westerman zio BEDROOM l �� R REF.F. REF. 7420 SW Hunziker Road, Suite D 0 d I 1 0 BEDROOM ® BEDROOM Tigard, Oregon 97223 r / 0 El 56.75'EXIT AGCE55 DISTANCE / r / 0 2 -a TYPICAL ALL UNITS I I 2-a © to // -\---- m o ry L V-� �y�, to I I 36" HIGH HANDRAIL ��0 0 \ / 2 4 2 6 2 8 ____I___. I 0 MIN /IIIIIIIIII ' 42" HIGH GUARDRAIL ---r' �— 2'_8" 6" 4" sc 2'-6' 6" 4" / 1 12' HANDRAIL EXTENSION I I Project '; I 1 © w/D (; LIVING ROOM ► —_--- I i; _ )wio _.. © I a / i; - w/D _ L LIVING ROOM ,� LIVING ROOM — Greenberg Road Apartments i BEDROOM BEDROOM _ BEDROOM 9550 SW Greenberg Road 01Mili I GAS F.P. / % Tigard, OR 97202 r I 1 ze 1 a 1 \m `n/ -' I a ,� 0 I / ...1 _ _` O O I 61 p 1 a, �. Li _ 0=5tiL2s9'_sus C1— .�_ I _ 0�`- '- is_ I • — —_5 1/2"x9"GLU AM- _ �� �.� 0'x EGRESS DISTANCE �� D ONCE TO OCT ENOF � "x 4'-0" FIXED Ox 3 0 T 6 O„ — — — "x M Designer o =` �� ii rs, •\\•,_,--__ _-/-=•&O3 ii Q 6x6 HEADER I EXIT ACCESS STAIR I Q 6x6 H ADER J ri IEGRESS I © I 2'-0 x 4'-0" F XEEP �'� o Builders Design, inc. 5 -0"x 4 -0 SLIDER/ - irx - IP 6x6 HEADER ' 11125 N.E. Weidler St. IS 64'-6" 5 -0 x 4 -0 SLIDER �2'-0'x 4'-0' FIXED Portland, OR 97220 Office: (503) 252-3453 -MAXIMUM ACCESS DISTANCE 15121.25' THIRD FLOOR PLAN 2 0.. 3 le. 6' 0' 13' 0" 14'00" 12 0.. A5 0.. 8. 0.• 5 O. 12 0, 4. . 3 O / // V 6 -0" / 6' 0" 1 O /2 0" 7 O" 0�� 0" 0" / 0i 7-O 2 0i �' �, 6' O / / / / 6 0. / 6. 0.. 2 0.. . 0 0 / 0" ,, / 6' 0" / 8' 0" 5' 0" / 12' 0" / 4' 0" / 13' 0" / 6' 0" / 136'-0" / / SEE SHEET WI FOR WALL CONSTRUCTION DETAILS CO C' :NOTES: UNIT ENTRY DOORS TO BE 60 MINUTE FIRE-RATED WITH CLOSERS AND SMOKE GASKETS V//////4 W1 -FIRE PARTITION -SOUND RATED Z . -MAX.THRESHOLD HEIGHT OF 1/2" -5TC RATING OF 30 fr///.iii//; W2-FIRE BARRIER- NON SOUND RATED my ti W3-EXTERIOR WALL-NON-RATED N 1 I W4-INTERIOR WALL-NON-RATED ( , . W5-GARAGE WALL-1-HR RATED r / , WALL LEGEND ' / -- -� / ------- ./ (C) COPYRIGHT 2015 SUMMIT ENGINEERING LLC 6x10 DF#2 6X10 DF#2 6X10 DF#2 THESE DRAWINGS ARE THE PROPERTY OF SUMMIT ENGINEERING LLC AND ARE I .-__:—�—: ,.�:_ J(1I� :. +--' ' 5 —. • ��._ f NOTAHOY MANNER.WITHOUTBE USED OR PRIOR IN ` I I I I ■ — II , i i I I I I I I I WRITTEN AUTHORIZATION. I I I I I r----14--- I I I I 1 /I , I /I / 1 1 1 1 1 __ 11 11 11 I I _ I I / -___/ 1 1 1 1 I -I r �� —I r 1 I I I 1 I I 1 r 1 I I REVISION SCHEDULE: II —1~-- II 16. 10. I d I I I l I d ' - --��-- - , REVISION DELTA ISSUE DATE o 1 1 1 1 1 __ II 1 1 1 1 1 1 o r� 1 .12)2x10 JOISTS @ 16°O.G. I I o t I 1 1 1 1 1 1 I �— (22x10 JOISTS @ 16"O.C. ► ��_ 2 2x10 JOISTS @ 16"O.C. � 1 1 1 1 1 ----11- 1 1 1 1 1 I - I I Q I I / I I I I I I \ F HATCHED WALL VDICATES BEARING WALL .n 1 I I I I `n I -PROVIDE MININJ`14x12 HEADERS OVER DOORS \ I `n HATCHED WALL INDICATES BEARING WALL I 1 ®®®—' LU210 HANGERS I I :I���� I ( _ I"�'®"� I o I PROVIDE MINIMUM 4x12 HEADERS OVER DOORS I 1 1 1 I I I — — HU610 HANGER HU610 HANGER 4x6 POST o HANGER 4x6 POST 1 / o I PRINT DATE: \.1 I I I I Q 6-3/4"x9"GLUCAN — I 4x6 POST4x6 POST -I — - 6_3%4° 'Al I I I / _ — — 0610 I /- I / 6/21/2016 6:21:08 PM x I L 4x6 POSTI 1 , �■x9"GLULAM ( 4x6 POST 6 34'x9"GLUCAN / mmm=m m=m=meanmn:-m-m-m-:n: :o: .n.: _ _ - — - - — •- 1 :- - n-m=n - •n ` — `— — —` — �— — —� — `• `— �— IIII it � TYIF � r rr - ' I - ►��r1 �IIlrI1 � ( I , �r I—, II ��H� -a �IIr � � �— , \ , /I I I I I I U41 JOT N6 RS J I I LU210 HANGERS 1 I I I LUpp10 JIS HA I ERI I I I I 11 LU210 HANGERS II11 11LUp10 ISP(HA SER11 ISHEET TITLE: 1� I I I II 11 II I I I 11 11 i t 'LTD II I I I I I I I I I I I I 3RD FLOOR AND I I I I I II 1 II I II I I I I I I N II I II I II II I .11 I I 1 1 11 II 0 0 II II 1 IIII II I u I I l II I I I FRAMING PLAN I I I II I I II II 11 I I I II II 2x10 JOISTS @ 161 O.C. VP) I I I I I I 11 I I II 0 I I 1 II I ( ( I II II II II I I I I I 1 I I 11 011110 I 11 11110 0 1 0 1 II II I I I I (/ 11 II I II II II I I I I I • ,�� I-9F 5-1 2- � _ I I I I II I 1 1�11 1�, ...®::..®..:.�---®�/1®..:;�..��I�I�II I�I_�:�.11 11 1...1�.> L _ s l .gid ' I 11 11 II II I -II I I II C�-s 1; `►. I Ir I I I I I I I I I .4J I I I I I I I •I.1 1 I� I I I I I I I I MIN.4x12 BEAMS OVER DOORS AND WIN Dell 1 1 I 1 ( I '� I I MIN,4x12 BEAMS OVER DOORS AND WIN D•W� I I I I I I I •\ I I �% / w.� --ate/ I I 12x8 P.T.JOISTS @ 16"O.C. I ( I I I ( I ' _ 1_I_ I I I I I I \ -b 1 in--r-1 I IJ-Ll_1_L1J! J IJ_LIJ—LIJ_ J 1 I I I I I I II � DRAWN BY: BSY APPROVED BY: 6x8 DF#2 P.T. BEAM -6x8 DF#2 P.T. BEAM F# P.T. 6x8 DF#2 P.T. BEAM -6x8 DF#2 P.T. BEAM — ® ® ® 6x8 D 2 .T. BEAM ® 6x8 DF#2 P.T. BEAM 3rd FLOOR FRAMING PLAN SHEET: 315 =1-0' A17 / JOB NO.: 9812 SCALE: As indicated 5/8"TYP-X GYP. BD.4'BOTH SIDES OF FIREWALL -UNDERSIDE OF MAIN ROOF SHEATHING COMP. ROOFING ON -GA FILE NO.WP 3640 15#FELT ON • 1/2"CDX PLY.WD. NON BEARING 245-EXTEND TO UNDER SIDE OF ROOF SHEATHING m DS VENT BLOCKING @ 6 0.G. INSUL. BAF MANU.TRUSSES @ 24"O.C. -SEE MANU. LAYOUT 5.M.GUTTERS / R-381N5UL. I • 1 t �` I 10011110L CEILINGS IN THIS AREA TO BE 5/8' 20 r I TYPE X GYP. BD.(GOLD BOND FIRE W - L SHIELD)PER GA FILE t F-G 5547- 2 — ® 1 ! \� b 1 I / / m ® I �.'Fri / / 23/37 EDGE-GOLD DS ;'L'''iL__I Client �:I II <.�x L _ _h_ _ _ _ J Evergreen Builders, LLC - •- , II do Joe Westerman 2x10 JOISTS @16'0itie 7420 SW Hunziker Road,Suite D r I < Tigard,Oregon 97223 HORIZONTAL SIDING ON �` I )-' 1/2'PLY.WD.OR 7/16"055 ON 1 r I ..'' 2x6 STUDS @ 16"O.G. i J I W/TYVEK HOMEWRAP GA FILE NO.FG 5112 I . , oI — _ _ J 1 =CI / 5-112"x9°GLULAM r 23/32"EDGE-GOLD .'�� / – ,, 11 / / X 1 I I( 1 ) i 2x10 JOISTS @ 16"O.G. I— I 1 Project I Greenburg Road Apartments N I ' �` r'.'' ' 9550 SW Greenburg Road �� Tigard,OR 97202 1/43. 1 aJ�J% MAINTAIN(MIN) I 5/8"TYPE X _ 7-0"HEADROOM 1/2"R.S.PLY WD. II GYP. BD.(TYP) GA FILE NO. FC 5112 �. �� 36"HIGH HANDRAILS 42"GUARDRAILS / �.'' SPADE PICKETS `"` AT ALL STAIRS AND / / / 5-1/2"x 9'GLULAM o ��� -LANDINGS TO PREVENT Designer " aI— bASSAGE OF 4"DIA.SPERE. ® � y I Builders Design, inc. I I 11125 N.E.Weider St. 4"GONG.SLAB ON MAX 4" — I I Portland,OR 97220 I— Office:(503)252-3453 2x6 WALL FRAMING 3/4 COMP. FILL — I '2"MIN. # METAL STRINGERS GRADE J \ 11 L - - - - I� J 1 I 1 1 'STAIR MANUFACTURER TO 12"PLUS WIDTH •I • R-151NSUL. r•I, VERIFY DIMENSIONS @ SITE OF TREAD 8"GONG.WALLS W/18'x10"GONG.FOOTINGS Section 1 W/#4 REBAR AT TOP OF STEMWALLS 16x8 FOOTINGS va'-T-o" W/(2)#4 REBAR IN FOOTINGS W/(2)#4 REBAR ! / AND#4 VERT. DOWELS @ 48"O.G. / / co to Z° , 7 6x6 POST COMP. ROOFING ON i — 10 — 5511 FELT ON in 4 r. i 1/2"GDX PLY.WD. o it [J 17'MIN I I , �` \/�. CLIPS AT EACH TRUSS MANU.TRUSSES @ 24"O.G. f %It Na , NOTE: MIN" 18" FROST DEPTH ON STEM WALL FOOTINGS DETAIL AT CANTILEVERED BEAM -SEE MANU. LAYOUT , / - MAINTAIN CONSISTENT TOP OF STEM WALL ELEVATION 1/2 _''°` S.M.GUTTERS R-38INSUL. :1•4� - ` J • TO MAINTAIN MAXIMUM 8'-0" STUD WALL HEIGHT AT GARAGE LEVEL '' ELECTRICAL BOX SHALL BE tor T - INSTALLED NEAR RADON MITIGATION SYSTEM FOR / / FUTURE FAN INSTALLATION o / / - - - -' a (C) COPYRIGHT 2015 r - r – " " �S THESE DRAWINGS ARE THE PROPERTY OF SUMMIT ENGINEERING LLC AND 2= 32' =GCE-GO_G ARE NOT TO BE USED OR REPRODUCED IN MAINTAIN 1/8'MIN.SPACE BETWEEEN 2x10 JOISTS @ 16"0 C. A W RITTNN E AUTHORIZATION. / ///�7�' PRIORITHOUT THE SIDING AND THE WATER MEMBRANE [ N I N N I I\ N I MANU.TRUSSES @ 24"O .G. / HORIZONTAL SIDING ON REVISION SCHEDULE: r - ' 1/2"PLY.WD.OR 7/16'05B ON REVISION DELTA ISSUE DATE 2x6 STUDS @ 16'O.G. GA FILE NO.FG 5112 / L _ _ _ J L _ _ _ � W/TYVEKHOMEWRAP b ir SEE PLAN FOR WALL TYPES - SEE PLAN FOR WALL TYPES D4 - _ - r _ F " " - ® R-30 INSUL. 23/32"EDGE-GOLD NOJO15T5@16"0.; PRINT DATE a F' nil N N N N N N ' N N D41 6/21/2016 6:21:09 PM W/ SEE FLOOR CEWNG/ASSEMBLY - H i [ " " GAFIE NO.FG5112 SHEET TiTLE: L 12"R.S. PLY WD. DETAILS SECTIONS AND �� \O \ L - _ - 2x8 P.T.JOISTS @ 16"O.G. a J ` _ r _ _ _ 8"GONG.WALLS W/18"x10"LONG.FOOTINGS 4"CONG.SLAB ON 3/4-COMP. FILL 9t ' - -242.j' ' '242.41' 242.41' - - - - I - H W/#4 REBAR AT TOP OF STEMWALLS W/6x6-10!10 WWM OR 241.91' 241.91' 2L1 Gl' 241.41' 241.41' 1 1 C> C> 240.91' 240.91' 240.41' 240-t' 240.41' 239 91' 1 W/(2)#4 REBAR IN FOOTINGS #3 REBAR @ 24"O.G.E.W. Li L> U r U Ll Ll Ll - r 1 239.91' Ll AND#4 VERs. DOWELS @ 48"O.C. GRADE DRAWN BY: BSY 1 I 3"ABS RADON TUBE, LOCATION BY CONTRACTOR 1.1• APPROVED BY: THESE CONCRETE STEM WALLS ARE TO BE 6"HIGHER Section 3 I V8"r l'-0' F 1 -SEE GENERAL NOTES SHEET" TUBE WILL HAVE LABEL THAT READS"RADON REDUCTION SYSTEM' AT EACH FLOOR AND IN THE ATTIC ^ TEE FITTING AT BOTTOM OF VERT.PIPE• Al X Section 2 �,J 1/4'=1'-0" / / JOB NO.: 9812 SCALE: As indicated SIMPSON GMSTGI6 STRAPS THIS DETAIL OCCURS ONLY AT THE SIMPSON CMSTG16 STRAPS STRAP FULLY NAILED-EXTEND TO BAYS WITH 24"WIDE WALL PIERS -STRAP FULLY NAILED-EXTEND TO ROOF PANEL EDGE NAILING PER PLAN TOP OF BEAM TOP OF BEAM SIMPSON GM5T15"U"STRAPPING \ _ CONTINUOUS 5-1/2"x 9"GLULAM FOR ► FASTEN JOIST5 TOGETHER ' \ THESE 2 PORTAL FRAMES(DO NOT SPLICE) \ WITH(2)ROWS SIMPSON SDS \ \ r z o 1/4"x6"SCREWS @ 12"O.C. ,/ \ I_ BUILT UP JOISTS SIMPSON G514 / \ FASTEN TOP PLATE TO HEADER WITH TWO ROWS PER PLAN 11 "U"STRAPPING WRAP 8' 111ilP r! ON FAR SIDE OF BEAM OF 16d SINKER NAILS @ 3"O.C.TYP. FOR A PANEL SPLICE(IF NEEDED)PANEL EDGES SHALL BE MANUFACTURED TRUSS • BLOCKED AND OCCUR WITHIN 24'OF MID HEIGHT. Z o ONE ROW OF TYP. SHEATHING-TO-FRAMING 15 REQUIRED �24"MIN.PIER 24"WIDE PIER IN EACH PANELIII V / / A SIMPSON A34 SPACING PER SHEARWALL SCHEDULE DRAG TRUSS PER PLAN STRAP 15 WRAPPED AROUND SIMPSON HDU2 HOLDOWNS SIMPSON HDU2 HOLDOWNS ATTACH W/(8)8d x1-1/2"NAILS PER SIMPSON ALIGNED W/SHEARWALL BUILT-UP BEAM, EXTEND ON 24" MIN.PIE' W/1/2"ANCHOR BOLTS W/1/7 ANCHOR BOLTS FAR IDE (4)2x6 STUDS / / II W/(2)ROWS 10d @ 16"O.G. / trent \ SIMPSON HDU PER PLAN j Evergreen Builders, LLC o (4)2x6 STUDS-LAM TOGETHER 74 0 SW Hunziker Road,Suite D SHEARWALLdo Joe Westerman \ \ W/(2)ROWS lOd NAILS @ 16"O.G. 7/16"05B OR 1/2"PLYWOOD SHEATHINGT .. to \ Tigard, Oregon 97223 PANEL EDGE NAILING PER SGHED. I SHEATHING PER SHEARWALL SCHEDULE \— 1 DRAG TRUSS TO WALL GARAGE LEVEL STEPS(PER CIVIL PLANS)WOOD WALL TO REMAIN CONSTANT HEIGHT) 2 -JOIST TO POST FOR UPLIFT / / 1Q"=r-Or / / 3 - PORTAL FRAMES AT GARAGE Project 1/7=1'0. Greenburg Road Apartments 9550 SW Greenburg Road Tigard, OR 97202 SHEARWALL NEEDS TO EXTEND AS SHOWN FOR WINDOW REQUIRES HIDDEN FLANGE LATERAL LOAD PATH FOR HOLD-DOWN STRAP WALL EXTENDS AS SHOWN FACE MOUNT HANGER(HUG TYPE) ROOF SHEATHING / / / / ROOF PANEL EDGE NAILING PER PLAN BEAM SIZE PER PLAN Designer 'C -c A35ANC.-24'O.G. WALL SHEATHING 111 Builders Design, inc. c 2.., in EDGE NAILING 8d@6"O.G. ROOF TRUSSES 11125 N.E.Weidler St. It s s HOW-DOWN STRAP PER PLAN MI Portland, OR 7 20 -= • - P a 9 2 ���, Office:(503)252-3453 s — TYPICAL"A"NAILING$SHEATHING ' ' / ►i�1; ; WINDOW iHURRICANE ANCHOR �� OPENING BLOCKING H25 @ EACH TRUSS�� AREA / EDGE NAILING i MANUFACTURED TRUSS , STUD WALL `� ' SHEATHING-SEE 2ND FLOOR SHEARWALL SIDE VIEW SCHEDULE FOR MAIL ill I/ TRUSS BLOCKING AT EACH BAY r \ AND NAILING / ___ SIMPSON A34 SPACING PER SHEARWALL SCHEDULE I'll PER MANUFACTURER ' `` 7 - EXT. ROOF OVERHANG / — / ATTACH W/(8)8d x1-1/2"NAILS PER SIMPSON / HDU HOLDOWN PER PLAN - iLL i ,` :== 3x SILL PLATE —I - I HD1915 INSTALLED ON WINDOW SIDE WALL SWIG 2x6 STUD WALL AS SHOWN THIS SIDE ONLY FOR • I PANEL EDGE NAILING PER SHEARWALL SGHED. = �I REQUIRED DISTANCE BETWEEN ANCHORS " �Im r r EDGE NAILING- 16d @ 8"O.G. 8d @ 6"O.C.ORAS NOTED SHEATHING PER SHEARWALL SCHEDULE RIM J015� FLOOR JOISTS ON SHEAR WALL SCHEDULE ONLY ONE WALL AT 5/M II 4 - 2ND FLOOR OFFSET ; e - 5 - DRAG TRUSS % ' ,•' -^ ` 6 - OFFSET HOLD-DOWN SHEARWALL 1/2''=1-0" PERPENDICULAR • _ , - ' '"-. � :�: � . Ta"=r-o" LTP4TIE PLATE @32"O.G. PAB1O-24 • 8 - EXT. WALL/ FLOOR DETAIL / / 1/2.=1,_0,. / / (C) COPYRIGHT2015 SUMMIT ENGINEERING LLC 2 ROWS OF 2x4 STUDS @ 16"O.G. COMP.ROOFING ON THESEF MNGS ARE THE LLC PERTY AND OF SUMMIT ENGINEERING LLC AND 15#FELT ON ARE WI 5/8"TYPE-X GYP. BD.ONE 1/2"FIRE RATED PLY.WD.WITHIN 4'OF EXTERIOR WALL NOT TO BE USED OR REPRODUCED IN 1/2"GDX PLY.WD o? ANY MANW OUPO SIDE OF STUDS W/1"AIRSPACE F WEATHER CAP WRITTENNER,AUTHORIZATION.HI T R RI EDGE NAILING- BETWEEN FROM FOUNDATION TOPVG PER SHEAR WALL SCHEDULE UNDERSIDE OF CRICKET - Alk 3" ULK OR ABS VENT PIPE / / 2x BLOCKINGCAULK AND FLASH @ ROOFING / ' RIM JOISTS / FLOOR JOISTS 16d @ 12'O.G.(TYP.) 1"AIRSPACE FINISHED ROOF SURFACE REVISION SCHEDULE: I"' / ___ REVISION DELTA ISSUE DATE r ui SOLID FIREBLOGKING CAULK WALL PERIMETER BOTH SIDES 2x6 FASCIA , ATTIC AREA 'VII BETWEEN FLOORS I @FLOOR, CEILING✓E END WALLS _ ' 13 - FIRE PROTECTED SAVE _ NOTE:PROVIDE ELEGTWCAL OUTLET IN ATTIC - CONTINUOUS RIM JOIST SUBFLOOR CONTINUOUS BETWEEN UNITS IS4 Ilr DETAIL ADJACENT TO VENT PIPE FOR FUTURE VENT GARAGE PERATI FIRE BLOCKING W/2xBLOGKING 1, 1='i %2'-1'0" FAN IF REQUIRED RAG 5 ON WALL 9 - FIREBLOGKING AT GARAGE �IIIII- S.M.GUTTERS N NOTE:LABEL ALL EXPOSED PORTIONS OF PIPE W/ WALLS ill� � CEILING CONTROL VENT ON PIPE 2 0 15 - RADON CONTROL VENT @ PRINT DATE: 11 - FIREBLOGKING AT WALL ROOF l si2vzoTs s:z1.10 PM vz =1-0' SEPERATION SHEET TITLE: 12°=r-0' EAVE DETAIL AT PROTECTED WALLS DETAIL SHEET 3"PVG OR ABS VENT PIPE TO ROOF P.T. PLATE W/1/7 0 A.B.x 10"@ 6-0"O.G. 2x6 STUDS @ 16"O.C.(SEE SHEAR SHEAR WALL SCHEDULE FOR A.B.) 8d @ 6'O.G.OR W/5/8"TYPE-X GYP. BD. SEAL ALL PENETRATIONS THROUGH AS NOTED ON SHEAR ON BOTH SIDES-R.G.ONE SIDE P.T.2x SILL PLATE AND CONNECTION BETWEENTSLAB AND AS NOTE SCHEDULE SEE WI DETAIL W/1/7 x10"A.B.'S @ 4'O.G. INTERIOR BEARING WALL ir PERIMETER FOUNDATION WALL W/ 4"GONG.5 .% ELASTOMERIC SEALANT 4"GONG.5LA8LONG.WALWAY 4"GONG.SLAB 8"GONG.WALL 24 P.T. PLATE r 6 MIL.BLACK POLY CONTINUOUS MEMBRANE I. W/#4 REBAR @ 6'O.G.E.W. W/ANCHOR BOLTS PER SHEAR WALL SCHEDULE GONG.SLAB �� Mai ° - - "SOIL GA5 RETARDER]GROUND COVER / / ON 18x7 GONG FOOTING • p•..•o .)• !a•H" LAP ALL JOINTS MIN.12"AND SEAL ALL DRAWN BY: BSY MMeMEMg1 PENETRATIONS W/ELASTOMERIC SEALANT APPROVED BY: 2x6 P.T. MUD SILL W/(2)#4 REBAR AND#4 VERT.DOWELS @ 48'O.G. SEE PLAN OR SHEAR EARTH WALL SCHEDULE FORr ANG. BOLT SIZE @SPACING J 4"THICK GRAVEL PERMEABLE BASE / / 2'MINUS GRAVEL WITH SIZE NO LESS THAN 1/4" SHEET: o in 3"PVG OR ABS VENT PIPE WI'T'UNDER CONT. MEMBRANE D S . 1 8"GONG.WALL W/18"x10'FOOTING (2)#4 BARS #4 @ 48"O.G.VERTICAL R-15 INSULATION 12 - CONCRETE DETAIL AT LIVING 10 _ EXT. FOUNDATION WALL AT (2)#4 IN FOOTING CONT. AREA 14 - INTERIOR STRIP FOOTINGS 16 - RADON CONTROL VENT GARAGE . #4 IN TOP AND BOTTOM OF WALL 12•=p-0• 16x10"THICKENED SLAB 1/7=,-o UNDER SLAB ..=1._p. =1-0" t/2 / / JOB NO.: 9812 SCALE: 1/2" = l'-O" 2x2 METAL POSTS(PICKETS AND RAILS 1/2"FIRE RATED PLY.WD.FOR 4' NOT SHOWN FOR CLARITY) FROM EXTERIOR OF WALL FLOOR 1-HR FIRE RATING _ 1/2"FIRE RATED PLY.WD. FOR 4' SIMPSON HDB3 OR EQUAL HOEDOWN 42"HIGH GUARDRAIL TO BE MAINTAINED InIIII FROM EXTERIOR OF WALL TO UNDERSIDE E ROOF �wii WITH(2)5/8"dia.GALVANIZED THROUGH 2"x2'SQ.TUBE TOP RAIL L 4.00 4.00BOLTS WITH WASHERS AT FAR SIDE 4' (2)5/8"dia.GALVANIZED THROUGH 36"HIGH HANDRAIL I y "I L 3 3 BOLTS WITH WASHERS 0/ 2x10 RIM JOIST WITH MAX.5'O.G.SPACING �I ' SPACE 1x1 METAL PICKETS 42"HIGH GUARDRAIL 1-12"eta HANDRAIL FOR 1-112'SQ.x 11 GA.POSTS (3)16d NAILS @ EACH JOIST @ 4'O.C. -WRAP BACK TO 1-1/2"DW.HANDRAIL 1'-9" R i 18 - GUARDRAIL ATTACHMENT 36"HIGH GUARDRAIL ■ 42"HIGH GUARDRAIL 0 1n•=r-0 METAL GUARDRAIL " ' Ili I� 114 CONTINUOUSHANDRAIL \ \ 1-1/2"DIA. o ditJ S 5/8"TYF X'GYP. BD. LINE OF BUILDING METAL BRACKET © .�� C9x13.4 STEEL CHANNEL / _ LINE OF BUILDING '-0"MAX.SPACING S Client BOTH SIDES A PRE MANUFACTURED �� lx1 METAL PICKET,TYP. (9 GONG.TREAD Evergreen Builders, LLC I - gal a c/o Joe Westerman 2x2 SQ.TUBE POST • \ 7420 SW Hunziker Road, Suite D • 2. � u� ANGLE IRON BRACKETS 2x2 SQ.TUBE METAL T 1 TOP AND BOTTOM RAIL al li 14 � d Tigard, Oregon 97223 It tolc `1 t ri 11 �t���m 3"x3"xT'STRINGER CONNECTOR p°CEILINGS IN THIS AREA TO / 4"MAX.OPENING _ (2)3/4"0 M.B. laBE 5/8"TYPE X GYP. BD. I IPI I v -(3)1/2"x3"THRU BOLTS MIN. (GOLD BOND FIRE SHIELD) I __ (3)1/2"x3"TITEN ANCHORS AT BASE WELD POST TO STRINGER SEE WELDING DETAIL 19 - GUARDRAIL DETAILS 20 - TOP OF STAIR DETAIL SEE GUARD POST va .r-0' / / 17 - ROOF DETAIL AT PARTY ATTACHMENT DETAIL 21 - BOTTOM OF STAIR DETAIL 1/2'=T-o• / / WALLS OPENINGS SHALL NOT ALLOW Project 1/2"=T-0" THE PASSAGE OFA 4"dia. SPHERE Greenburg Road Apartments 9550 SW Greenburg Road Tigard, OR 97202 2 1;�' ,� ti 3i4. T51-1/2" SQ.x 11 GA. / / C9x13.4 / / L S 3/16 Designer 3/4" 69x13.4 Builders Design, inc. 1 1125N.E. Weidler St. 0 Office:Portland,OR 97220 (503) 252-3453 42"GUARDRAIL PL-1/43-1/2"x7 1 1 11/2"METAL HANDRAIL WELDED TO STRINGER 25 - WELDING DETAIL \ 1, 4 ,I 36"HIGH CONT. HANDRAILSEE WELDING DETAIL ABOVE 3/4•=r-0 o N PRE MANUFACTURED NOTE: SEE ATTACHED ENGINEERING)111:1111111 \ SII 1-1/2"do HANDRAIL GONG.TREADS FOR WELDING DETAILS I 1 b METAL GUARDRAIL SEE WELDING / ' _ DETAIL SHEARWALL-PER PLAN -/- / , o11r��'II II ��� ANGLE IRON BRACKETSIII 2'-6114"U 1 1 i� 'ril - STRAPAT UPPER LEVEL 1x1 SQUARE METAL PICKETS / I I 1 im © 69x13.4 STEEL CHANNEL PER PLANI) I ' (2)3i4"0 M.B. (3)1/2"x3'M.B. `,' - 6x10 BFAM X11 PROVIDE 2x BLOCKING AT STINGER BASE \I a1 —� 1 (3)1/4•x5 SDS 5 ' 5-'T BASE y h�i �=s� y 1 F�tit �� \' �11 'I� STRAP CONNECTS FOR COMPLETE LOAD PATH —\Abh (2)3/4"0 M.B. _ 6x10 DF#1 23 - HANDRAIL AT TOP 24- HANDRAIL AT BOTTOM HOLDOWN PER PLAN II� 1/2'=1'-0" 12"r",' G' 22 - MID SPAN STAIR DETAIL �I s 1 A.B.PER PLAN / / Millifali / / (C) COPYRIGHT 2015 SUMMIT ENGINEERING LLC 29 - FLOOR TO FLOOR THESE DRAWINGS ARE THE PROPERTY HOEDOWNS OF SUMMIT ENGINEERING LLC AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER,WITHOUT PRIOR WRITTEN AUTHORIZATION. / / / / REVISION SCHEDULE: REVISION DELTA ISSUE DATE ' 8d @ 6 0.C.OR AS NOTED ON SHEAR it COMPOSITION SHINGLES WALL SCHEDULE i ON 15#ASPH.SAT.FELT 2x8 HF#2 RIDGE ON 1/2"CDX PLYWOOD -FOR 2 O.G. NAILING, STAGGER AS SHOWN -WHERE DOUBLE 2xARE ALLOWED ATSILL 8TOP PLATE FOR PRINT DATE: 2x6 P.T. MUD SILL P.T. PLATE W/1/2"0 A.B.x 10"@ 6-0"O.G. 4x8 JOISTS @ 24"0.G. ON 2x6 HF#2 @ 24"0.G. TYPE"G STAGGER CONNECTION NAILING,TYP. 6/21/2016 6:21:11 PM SEE PLAN OR SHEARSEE SHEAR WALL SCHEDULE FOR ( A.B.) 2x6 CEILING JOISTS STUD$FIELD NAILING PER SCHEDULE WALL SCHEDULE FOR 2x DECKING �A 6x6 HF#2 BEAM / / ANG. BOLT SIZE @SPACING HU48 HANGERS 4"CONC-SLAB ON 3/4-COMP. FILL _. _� r SHEET TITLE: 4'GONG.SLAB W/FIBER MESH ion �.�� 3x PANEL EDGE MEMBER W/CAR SURCHARGE 6x8 P.T. BEAM DETAIL SHEET 2 #4 STANDARD HOOK=9" I \k1).t. 1/2"R.5.PLY.WD. SIMPSON GG66 COLUMN CAP 3x PANEL EDGE MEMBER 3x PANEL EDGE MEMBER #4 @ 16"O.G. HORIZ. 1 n #4 @ 18"O.G.VERT. o GRADE / 2 -0 6x6 PTPOST W/3/4"DECORATIVE WRAP °°°°°i'°°°°°°°°°°°°°"•°°°• °•°• CENTER IN WALL -' \ b 0 °° • a 1r4"CONC. SLAB ON 3/4 COMP. FIL RI a �� _ — r r�, DRAWN BY: BSY . , .M.I. o 0 APPROVED BY: 24'x24"x12"CONC. FOOTING _� L_ L-J z 8"GONG.WALL W/24"z10"FOOTING W/#4 REBAR @l2"0.0.E.W. \Hi 51MP50N PB66 POST BASE / SHEET: / 24"x24"x12'LANG. FOOTING (2)#4 REBAR CONTINUOUS - 30 - SHEARWALL NAILING AT #4 REBAR @ 24"O.G. TYPES G. D, EEF DS ■ 2 • 26 - EXT. FOUNDATION WALL AT 1/2'=1-0 27 - DETAIL AT REAR DECK 28 - PORCH ROOF DETAILS GARAGE 1n"=r-o" v.v.l'-g 1/2"=1'-0' l - 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- NAILING'''. RIMBOARD TO TOP TO PLATE TO FOUNDATION REMARKS' WALL NESS PLATE BELOW WALL BELOW NAILING' ATTACH MENV.5,6 DETAIL 205.1 OCCURS AT ALL BUILT-UP 2x LOCATIONS TYPE ATTACHMENT' A 15/32" 8d at 6" o.c. 16d at 6"oc SIMP.A34 AT - 1/2" DIA at 36" o.c. Va=280PLF THIS WALL DOES NOT HAVE VERTICAL HOLD DOWNS TO FOUNDATION. "16"0CHORIZONTAL WINDOW STRAPPING IS REQUIRED-REFERENCE ELEVATIONS B 15/32" 8d at 4" o.c. 16d at 4"oc SIMP.A34 AT - 1/2" DIA at 24" o.c. Va =430PLF ® ® Al ® A A A AL AL AL AL 12"OC 117 ‘.7 lir l7 ‘7 A rl lir A 1107r A I 6J1 4 r4 1.--Er-4 r 4-4 P� 4 I--4 4 r—fid R 4-4 6B4 6 4--4 C 15/32" 8d at 3" a.c. 16d at 4'oc 10d at 4" o.c. 1/2" DIA at 20" o.c. Va =55OPLF 16d at 3"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 SDS 114x3 1/4 at - 4 E 15/32" 10d at 3" o.c. 6"oc USE 3x 1/2"' DIA at 12" o.c. Va = 870PLF _ / / SIMP A34 AT 6"OC ® A. ® ® ® - ® • A / Client / 117 • N • ®' ® • _ ® ® • • 2 SIDES SOS 1/4x3 1/4 at - — �__ii F 15/32 8d at 3" o.c_ 4"oc USE 3x 1/2" DIA at 10" o.c. Va = 1100PLF _ Evergreen Builders, LLC SIMP. A34 AT 4"OC 74 Joe Westerman _v- -i 7420 SW Hunziker Road,Suite D ll Tigard,Oregon 97223 5d COOLER SIMP.A34 AT i --- G 2 OR 16d at 6'oc 24"OC - 1/2" DIA at 48" o.c. Va = 220PLF / _ LAYERS WALLBOARD r _ `�' • J 5l8" AT 4" o.c. 6 /011 / '/ 1 6 6 i c 1. (2)2x PLATES REQUIRED AT TOP AND BOTTOM OF WALL FORALL WALL TYPES EXCEPT"A","B"AND"G". STAGGER NAILING. 3x PLATE MAY 0 G I A , ® ©5 • 6 0 6 BE USED IN LEIOOF(2)2x PLATES WITH NAILING. . CONTINUOUS 5-1 ,"x 9" LULAM FOR / / THESE 2 PORTAL FRA E (DO'NOT SPLICE) Z: APA-RATED OSE OR PLYWOOD_ APPLY ONE SIDE OF WALL U.N.O. Q ADDITIONAL HD'S FROM ABOVE 0 ADDITIONAL HD'S FROM ABOVE -ALIGN WI TYPE 3 HD'S @ 2ND FLOOR WALL ENDS -ALIGN WI TYPE 3 HD'S @ 2ND FLOOR WALL ENDS Project CONTINUOUS 5-1/2"x 9".GLUCAN FOR 3, ALL NAILS SHALL BE COMMON TYPE. FIELD NAILING AT 12"OC'TYP_ CONTINUOUS 5-1/2"x 9"GLULAM FOR Greenburg Road Apartments THESE 2 PORTAL FRAMES(DO NOT SPLICE) 9550 SW Greenburg 3 BOLTS PER 41-0"LENGTH OF WALL: THESE 2 PORTAL FRAMES(DO NOT SPLICE) g Road Tigard, OR 97202 5. ATTACHMENT AT NEW CONCRETE SHALL UTTLIZE A36"I-BOLT'WTTH r MINIMUM EMBED. 1st FLOOR SHEAR PLAN 6- PROVIDE 3"x3"x'1/4"PLATE WASHERS AT SILL BOLTS,TYP- / / / / 7. PANEL EDGE NAILING AT 2"OC REQUIRES 3X FRAMING MEMBERS ATADJOThUNG PANEL EDGEa Designer B. NAILING FROM RIMBOARD TO TOP PLATE BELOW SHALL BE"TOE-NAILING". Builders Design, inc. 11125 N.E. Weidler St. 9: SHEAR VALUESINTHEREMARKSCOLUMNISINFORMATIONALFORENGINEERANDVARIESPERPROJECT_ Portland, OR 97220 Office: (503) 252-3453 HOLD-DOWN SCHEDULE ® ® © ® ® 0 • • • • ^ I I REQUIRED \ 11 / PLAN SIMPSON MINIMUM NAILS EA END MINIMUM ANCHOR DES. HOLD-DOWN LENGTH PAST OR SCREWS OR POST'' BOLT5'6 REMARKS ® �� 3 - • ® 3 •OPENING2.3 BOLTS TO POST I 2 CS14 STRAP 16" 30 -8d 2x - Ta =2490# ® 3 BQ 3 3 • - 3 \ 8 z — f 11 i. 3 CMSTC16 STRAP 20" 50- 16d SINKER (2)2x Ta _ 4585# ., �,/��/ / / wr / 4 CMST14 30" 66- 10d 4x Ta = 6490# �� / \ _ II Ii \ m if - '- 5 CMST12 39" 86 10d 4x Ta = 9215# ill1 II .i` 6 HDU2-SDS2.5 - 6 - SDS 1/4x2 1/2.4 (2)2x SSTB16 Ta= 3075# 0 ® 40 0 0 0 ' % 7 HDU4-SDS2.5 10 - SDS:1/4 2 1/2" 4x SSTB20 Ta = 4040# \ / / .°` ,a . 8 HDUS-SDS2.5 - 14 - SDS 114x2 1/2" 4x SSTB24 Ta = 5025# 4. �-4:4,00#N4 s '� 9 HDU8-SDS2.5 20 - SDS 1!4x2 1/2"' 4x SSTB28 Ta= 6605# AL ‘`__ / 7, IV S ‘7 AfIL 167 '`_ /, IV A �`__ %/ 3 10 HDU11-SDS2.5 30 - SDS 1/4x2 1/2" 6x6 SB1x308 Ta = 9535# 11 HDU14-SDS2.5 - 36 - SDS 1/4x2 1/2" 6x6 SB1x306 Ta = 9905# 12 HD19 (5) 1" DIA BOTS 6x6 PABIO-24 Ta = #18000 2nd FLOOR SHEAR PLAN ' ` 1/8"=1'-0" L— / / / L HOLD-DOWNS ARE"SIMPSON"BRAND U.N.O. (C) COPYRIGHT 2015 SUMMIT ENGINEERING LLC 2.LENGTH APPLIES TO ALL STRAPS„MINIMUM LENGTH REFERS TO STRAP LENGTHS BOTH ABOVE AND BELOW THE FLOOR JOIST FOR WALL THESE DRAWINGS ARE THE PROPERTY HOLD-DOWN STRAPS; BEYOND THE END OF EACH WINDOW FOR HORIZONTAL WALL STRAPS. OF SUMMIT ENGINEERING LLC AND ARE NOT TO BE USED OR REPRODUCED IN 3.FOR HORIZONTAL WINDOW STRAPPING,FILL ALL NAIL HOLES WITH 8d NAILS IN 13"OF STRAP BEYOND WINDOW OPENING. NAIL INTO 2x ANY MANNER,WITHOUT PRIOR FLAT OR VERTICAL BLOCKING. THE LENGTH OF STRAP ABOVE AND BELOW WINDOW ONLY REQUIRES(2)ROWS 8d AT 16"OC. WRITTEN AUTHORIZATION. / �/ 4.(2)2x6 NAILED TOGETHER WITH(2)ROWS 10d AT 12"OC STAGGERED MAY BE USED IN I WU OF 4x POST FOR CMSTC16 AND HDU2 HOLD- DOWNS. DRAG TRUSS-1,65011 DRAG TRUSS-1,65011 DRAG TRUSS-1,650# / DRAG TRUSS-195011 REVISION SCHEDULE: s.FOLLOW MANTJFACPURERS'REQUREMENTS FOR IvfIINIIv UNI CONCRETE DEPTH REQUIRED FOR ANCHOR TO MAINTAIN 3'CLEAR BOTTOM of DRAG TRUSS-65011 DRAG TRUSS-1950# DRAG TRUSS-1950# DRAG TRUSS-65011 DRAG TRUSS-195011 DRAG TRUSS-65011 REVISION DELTA ISSUE DATE FOOTING. DRAG TRUSS-1500# �\ A ® ® ® DRAG TRUSS-1500#A 0 0 DRAG TRUSS-15001 6_ REFERENCE PLANS FOR SPECIAL FOOTING DETAILING AND ANCHOR.REQUIREMENTS FOR HIGH LOAD HOLD-DOWNS(TYPE 9 AND V c �j • A ii..7 I 4 T 1 I I I7- IN THE"REMARKS COLUMN,Ta IS PROJECT SPECIFIC AND IS MAINLY USED ASA GUIDE TO ENGINEERSHEARWALL NEEDS TO EXTEND A5 SHOWN FOR8.:24"EMBID IN:8"WII?E STEMWALL REQUIRED FOR SB1X30.. LATERAL LOAD PATH FOR HOLD-DOWN STRAP WALL EXTENDS AS SHOWN 1 ,� 1 ,�M�IyW w�' 1I�'� PRINT DATE: �Li , ® ® I �! 6/21/2016 6:21:13 PM p II SIMPSON CMST15 U STRAPPING WALL SHEATHING . .-M6 l � �s . - :_ HOLD-DOWN STRAP PER PLAN ® I I ( \� I FASTEN JOISTS TOGETHER r a SHEETTLE.WITH(2)ROWSSMPSONSD5 \ \ lig MINI I • 9i1� �_ I / 'V SHEAR WALL PLANS 1/4"x6"SCREWS @ 12"O.G. n i— -� I— V \ \ o — ! BUILT UP JOISTS �IiAll-111 IS I / ' �gl 1� I I'�� I M SIMPSON G514 \ INIONIN PER PIAN "U"STRAPPING WRAP 8` I Q I' I ® I I SII ' A MEM Mr ON FAR SIDE OF BEAMlir 1 I 0 I i�r 0 I 90 2ND FLOOR SHEARWALL SIDE VIEW `►— — — — — — —� ®— I — — INIr N.__mi� rI 'V N 'V \a_—r, 'V ' 1 �4..—,—../ l / / , DRAWN BY: BSY STRAP IS WRAPPED AROUND BUILT-UP BEAM,EXTEND ON HDU HOLDOWN PER PLAN APPROVED BY: / / FAR SIDE OF BEAM 8" (4)2x6 STUDS SHEET: W/(2)ROWS 10d @l6"O.C. 1/8"=r 0" �1 n o \ SIMPSON HDU PER PLAN(4)2x6 STUDS-LAM TOGETHER 3rd FLOOR SHEAR PIAN \ �A \ \ WI(2)ROWS 10d NAILS @l6"O.C. LJ VVV! _co 2/05.1 v2°-r-0' 4/DS.1 - 2ND FLOOR OFFSET SHEARWALL 1/1=i-0" JOB NO.: 9812 SCALE: As indicated EXTERIOR WALLS { GA ALE NO.WP 8105 GA FILE NO. WP 8105 GENERIC 1 HOUR �Z 1-HOUR FIRE RATING WALLS AND INTERIOR PARTITIONS, WOOD-FRAMED GYPSUM WALLBOARD, GYPSUM SHEATHING, WOOD STUDS _ FIRE R-21 INSUL. SrG:N/A EXTERIOR SIDE: One layer 48"wide 5/8"type X gypsum sheathing applied parallel to jis 2x6 STUDS @ 16'O.G. x 4 wood studs 24"o.c.with 1 3/4"galvanized roofing nails 4"o.c. at vertical joints and W/R-21 INSUL. �� 2 FIRE SOUND ►� GA FILE NO.WP 8105 7"o.c.at intermediate studs and top and bottom plates . Joints of gypsum sheathing iv 5/8"TYP.'X"GYP. BD GA FILE NO., WP 3370 GENERIC 1 HOUR 45 to 49 STC a GYPSUM WALLBOARD, WOOD STUDS 1-HOUR FIRE RATING may be left utreated. Extrerior cladding to be attached through sheathing to studs. i• !� STG.58 INTERIOR SIDE: One layergypsum One layer 5/8" type X gypsum wallboard or gypsum veneer base applied parallel or at X \ 5/8"TYP.'X"GYP.BD y 5/8"type Xgypsum wallboard,water-resistant right angles to each side of double row of 2 x 4 wood studs 16" o.c. on separate plates �/ BOTH SIDES �: i backing board, or gypsum veneer base applied parallel or at right angles to studs with /\ 6d coated nails 1 7/8" long, 0.0915"shank, 114"heads 7"o.c. (LOAD-BEARING) EXTERIOR FINISH OVER 1" apart with 6d coated nails, 1 7/8" long, 0.0915" shank, 1/4" heads, 7" o.c. ►� ._. WEATHER RESISTIVE BARRIER e 2 , , Thickness: Varies = Joints staggered 16" on opposite sides. Horizontal bracing required at mid-height. �� �' Approx. Weight: 7 psf (LOAD-BEARING) X V r Fire Test: See WP 3510 / /\ (UL esign 47, 48, 9-17-65, ►� ►' 2x4 STUDS @ 16"O.G. UL Design 0309; EXTERIOR COVERED W/1 LAYER 5/8"TYPE X"EXTERIOR -. W/R-21 INSUL UL R1319-129, 7-22-70, GRADE GYP.BD.SHEATHING OVER STRUCTURAL Client UL Design U314) SHEATHING AS REQUIRED BY STRUCTURAL DRAWINGS -� o Evergreen Builders, LLC Thickness: 9 1/2" c/o Joe Westerman Approx. Weight: 8 psf ►� ,. 7420 SW Hunziker Road,Suite D Tigard,Oregon 97223 Fire Test: See WP 3605 . (UL R1319-4, 6, 6-17-52; .; 1 INTERIOR EXTERIOR W2 - FRE BARRIER -1-HR RATED UL R2717-39, 1-20-66; 3/4"=r-0 UL R3501-52, 3-15-66, UL Design U305; GENERAL CONDITIONS U LC Design W301) W- UNIT DEMISING WALL - 1-HR 1.ALL WORK SHALL CONFORM WITH THE LATEST ADOPTED ISSUE OF THE OREGON 2014 NAILING SCHEDULE JOIST TO SILL OF GIRDER: (3)8d TOE NAIL Sound Test: Estimated L SPECIALTYRATED IRE BARRIER - 1 H R -� pCODE AND THE 2014 OREGON ENERGY EFFICIENCY SPECIALTY CODE. BRIDGE TO JOIST (2)8d TOE NAIL 3/4'=1-0• 2.THE CONTRACTOR IS RESPONSIBLE FOR CHECKING THE PLANS AND SITE CONDITIONS AND TO BOTTOM PLATE TO JOIST 16d@16"O.G. FACE NAIL NOTIFY THE ARCHITECT OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. PLYWOOD SUBFLOOR 8d@6" EDGE NAIL Project 3.WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALED DIMENSIONS 8d @ 12" INTERIOR Greenburg Road Apartments i SITE WORK TOP PLATE TO JOIST (2)16d END NAIL 9550 SW Greenburg Road 1.REMOVE TOP SOIL AND ORGANIC MATERIAL FROM THE BUILDING SITE,STOCKPILING ON SITE FOR STUD TO BOTTOM PLATE (4)86 TOE OR END NAIL Tigard, OR 97202 FUNIT DEMISING WALL 1-HR RATED 2 FOOTINAL GS ING IF IBLE. DOUBLE STUDSOP16d@16"O.C. FACE NAIL 2.FOOTINGS ARE TO BEAR ON UNDISTURBED LEVEL SOIL, STEPPED A5 REQUIRED TO MAINTAIN THE DOUBLE TOP PLATE 16d@ 16'O.G. FACE NAIL REQUIRED DEPTH BELOW FINISH GRADE. 3.ANY FILL UNDER GRADE SUPPORTED CONCRETE SLABS TO BE 4"THICK(MIN.)SAND COMPACTED COLING O IS TO PLAER E(2 PC) (13)816"O.G. EDGE E NAIL CEILING JOIST TO PLATE (3)8d FACE NAIL TO 95%. Designer CEILING JOIST LAP OVER PLATE (3)16d FACE NAIL WALLS AND INTERIOR PARTITIONS, WOOD FRAMED 4.CONCRETE SLABS TO BE 4"THICK,3000 P.S.I AT 28 DAYS WITH CONTROL JOINTS AT 25 0/G Builders Design, inc. CEILING JOIST TO RAFTER (3)16d FACE NAIL 11125 N.E. Weidler S GA FILE NO. WP 3241 PROPRIETARYt 1 HOUR 50 to 54 STC - (MAX.)EACH WAY RAFTER TO TOP PLATE (3)8d t. TOE NAIL Portland,OR 97220 FIRE RATING:N/A GYPSUM WALLBOARD, RESILIENT CHANNELS, MINERAL FIBER FIRE SOUND 5.FINISH GRADES ARE TO REMAIN AT LEAST 6"BELOW FINISH SIDING. COLLAR TIES(EACH END) (6)10d(U.N.O.) FACE NAIL Office: (503) 252-3453 STC:N/A INSULAr1oN,WOOD STUDS FOUNDATIONS BUILD UP CORNER STUDS 16d @ 24'O.G. FACE NAIL Resilient channels 24"o.c.attached at.right angles to ONE SIDE of 2 x 4 wood studs 16'or • 1.CONCRETE-MIX AND 28 DAY STRENGTH OF CONCRETE _. FIRE RATING:N/A 24'o.c.with 1 1/4"Type S d S TOP PLATE AT INTERSECTIONS (2)16d FACE NAIL yp drywall screws.One layer 5/8"proprietarytype X gypsum c �-\ STG:N/A wallboard or sum veneer base a Iled arallel to ehannels with 1" W -BASEMENT WALLS$FOUNDATION r- gyp pp p Type S drywall screws / \ MULTIPLE LVLS(2 PLIES) 2 ROWS-16d @ 12"0.C.STAGGERED 2x6 STUDS @16"O.G. 12"o.c.End Joints backblocked with resilient channels.r mineral fiber Insulation.2.0 or 2.3 . ...._ . . NOT EXPOSED TO WEATHER 2500 PSI MULTIPLE LVL'S(3 PLIES) 2 ROWS-16d @ 12"O.C.STAGGERED W/R-21 INSUL. pcf,in stud space. BASEMENT$INTERIOR MULTIPLE JOISTS(UP TO 3) 2 ROWS-16d @ 17 0.C.STAGGERED OPPOSITE SIDE:one layer 5/8"proprietary type X gypsum wallboard or gypsum veneer SLABS ON GRADE: 2500 PSI 1x6 SPACED SHEATHING (2)8d FACE NAIL 1/2"GYP. BD. base applied at right angles to studs with 11/4"Type W drywall screws 12"o.c. BASEMENT WALLS$FOUNDATIONS _. RAFTERS TO HIPS,VALLEY OR RIDGE (4)16d V ertical Joints staggered 48"on opposite sides.Sound tested with studs 16"o.c.and open Thickness: 5 3/8" EXPOSED TO WEATHER __ L,.GY✓. .."5:3 Approx.Weight: 7 psf 2x4I /- STUDS @ 24'O.G. face of mineral fiber insulation blankets toward resilient channel-side of stud space. Fire Test: Based on UL 83660-7. AND GARAGE SLABS: 3000 PSI 7 EXTERIOR FINISH OVER (16"O.G.AT BEARING LOCATIONS) (LOAD-BEARING) 11-12-87;UL R2717.6L / WEATHER RESISTIVE BARRIER PROPRIETARY GYPSUM BOARD 8-18-87;UL R7094, -PORCHES, STEPS$CARPORT FRAMING American Gypsum Company 5/8"FIREBLOC TYPE C UL Design SLABS EXPOSED TO WEATHER: 3000 PSI 1.WOOD FRAMING MEMBER GRADES ARE AS FOLLOWS UNLESS,OTHERWISE NOTED ON CertainTeed Gypsum.Inc. 5/8'ProRoer Type.0 Gypsum Panels UL Design U311 yP 2.ALL REINFORCING STEEL TO BE A-615 GRADE 60.WELDED WIRE MESH TO BE A-185. Sound Test: Estimated THE DRAWINGS: I t6.7:4 GP Gypsum 5/8'ToughRockl?7 FlreguarctS C 3.LAP ALL CONTINUOUS BARS 30 x DA.(MIN.)PLACE ALL REINFORCING AS PER A.G.I.CODES$ Lafarge North America Inc. 5/8"FirecheckD Type c A. POSTS, BEAMS, HEADERS,JOISTS AND RAFTERS- NO.1 DOUG FIR OR LVL'S National Gypsum Company 5/8"Gold Be)onBrand FIRE-SHIELD Cm STANDARDS. -2650 FB$1.8E SHEATHING A5 REQUIRED Gypsum Wallboard PABCO Gypsum 4. PROVIDE A MINIMUM CLEARANCE OF 18"UNDER GIRDERS,BEAMS,OR JOISTS. BY STRUCTURAL DRAWINGS 112'FLAME CURB• Super'C B. PLATES, BLOCKING AND BRIDGING- NO.3 DOUG FIR Temple-Inland Forest Products Corporation 5f8.TG-C 5.COVER ENTIRE CRAWL SPACE WITH 6 MIL. BLACK VISQUEEN"AND EXTEND UP FOUNDATION C.STUDS- STUD GRADE DOUG FIR WALLS AND FASTEN TO MUD SILL D.T$G DECKING - STUD$BETTER GRADE DOUG FIR I .-2-24tcontact the manufacturer for more detailed Information on proprietary products. 6. PROVIDE A MINIMUM OF I S.F.OF NET VENTILATION AREA FOR EACH 1500 S.F.OF CRAWL SPACE GD DOUG FIR PLY.(32/16) AREA.VENTS ARE TO BE CLOSABLE AND RAVE 1/4"OPENINGS IN CORROSIVE RESISTANT SCREEN. F.GLU-LAM- - 24-F V-4 POST NOTICE ABOUT OPENING VENTS NEAR ELECTRICAL PANEL. G.ROOF SHEATHING- 1/2"GDX PLYWOOD(INDEX 48/24) GA FILE NO.WP 3241 2x6 STUDS @ 16'O.G. 7.ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. W/8d @ 6"O.G. EDGES-8d @ 12"O.G. FIELD 1-HOUR FIRE RATING W/R-21 INSUL 8. BEAM POCKETS IN CONCRETE WALLS TO HAVE 12"AIR SPACE AT 5IDE5 AND ENDS AND 3"OF E.PLY. SHEATHING- 2. UNLESS OTHERWISE NOTED ON DRAWINGS,ALL EXTERIOR WINDOW AND DOOR 03..74 STG:50-54 BEARING(MIN.) - HEADERS ARE TO BE 4x12 HEM FIR No.1 INTERIOR = EXTERIOR XM H 1 ' 9. MUD SILLS TO BE 2x6 PRESSURE TREATED WOOD WITH 1/2"DR.x 10"ANCHOR BOLTS SPACED 3. PROVIDE DOUBLE JOISTS UNDER ALL BEARING PARTITIONS. ( {ill 6'-O"0/G,OR PER SHEAR WALL SCHEDULE AND WITHIN 12"OF CORNERS. LAYOUT FOR 14 LONG 2x6 4.DESIGN LOADS ROOF- 25 P.S.F.(SL)-15 P.S.F.(DL) 5/8"TYP. 'X"GYP.BD P.T.SILL PLATE, PROVIDE AB.EACH SIDE OF SILL SPLICES. FLOOR- 40 P.S.F.(LL)-15 P.S.F.(DL) 4,- EXTERIOR WALL - NON W4 INTERIOR WALL - NON 10. PROVIDE 4"DIA. PERFORATED DRAIN TILE BELOW THE TOP OF FOOTINGS. STAIRS-100 P.S.F.(LL) / BOTH SIDES RATED GARAGE WALL - NON FLASHING$MOISTURE PROTECTION GARAGE FLOOR-50 P.S.F.(LL)RATED t RESILIENT CHANNEL ( (C) COPYRIGHT 2015 RATED ON ONE SIDE 1.CONTRACTOR TO PROVIDE A"WATER TIGHT ENCLOSURE"FOR THE VALLEY ENVIRONMENT, DECKS- 40 P.S.F. (LL) SUMMIT ENGINEERING LLC .1-0' EMPLOYING THE HIGHEST QUALITY MATERIALS, CRAFTSMAN AND CONSTRUCTION METHODOLOGY, LATERAL LOADS THESE DRAWINGS ARE THE PROPERTY BOTH GENERAL AND SPECIFIC TO THE VALLEY SEISMIC-SITE CLASS D OF SUMMIT ENGINEERING LLC AND 2.ALL EXTERIOR FLASHING ARE TO BE CONSTRUCTED WITH MIN.GAGE 28 EXPOSED$30 GAGE R=6 NOT TO BE USED OARER REPRODUCED IN CONGEALED, BAKED ENAMELSs=0.991 yds=0.729 A WRITTEN AUTHORIZATION.NY E / PRIORITHOUT GA FILE NO. FC 5112 I PROPRIETARY* I 1 HOUR 50 to 54 SIC 3. FLASHING SHALL BE INSTALLED AT JUNCTIONS OF CHIMNEYS AND ROOFS,IN ROOF VALLEYS AND FIRE SOUND AROUND ALL ROOF OPENINGS, INCLUDING SKYLIGHTS,ROOF VENTS, ROOF EDGES BOTH RAKE AND DE1 SG.N1D LOSdl ADS WOOD l / WOOD JOISTS, WOOD STRUCTURAL PANELS, GYPSUM i DESIGN DEAD LOADS FLOOR TOPPING, RESILIENT CHANNELS, GLASS OR MINERAL AVE' ROOF=17 PSF REVISION SCHEDULE: FIBER BATT OR LOOSE FILL INSULATION, GYPSUM fl1,II II II4. FLASHING SHALL 8E INSTALLED AROUND ALL EXTERIOR DOORS AND WINDOWS,TRANSITIONS WALL=12 P5F BETWEEN SIDING AND ROOF. REVISION DELTA ISSUE DATE WALLBOARD FLOOR=15 PSF' ������ a Maga �' 5.ALL FLASHING TO BE INSTALLED PER"SMACNA"LATEST EDITION OF THE"ARCHITECTURAL SHEET WIND-3 STORY STRUCTURE, LIGHT-FRAME WOOD CONSTRUCTION One layer 5/s" proprietary type X gypsum wallboard or gypsum veneer base applied at right -- ---- ----- - METAL MANUAL. 2014 055G,ASCE 7-10,CHAPTER 28 " " t 6.BUILDING WRAP OF TYVEK"OR SAME TO BE INSTALLED PER MANUFACTURERS INSTRUCTIONS, angles to resilient channels 24 o.c. (16 o.c. when batt insulation is used; 12 � ��� � � ®"1 EXPOSURE'B' o.c. when loose fill insulation is used) with 1" Type S drywall screws 12" o.c.-Gypsum - =', ��•'-4. �` a ....... GA ALE NO. FG5112 INCLUDING WRAPPING WINDOW AND DOOR OPENINGS AND TAPING JOINTS. I=10 board end joints located midway between continuous channels and attached with - FIRE RATING:1 HOUR 7.FLASHING FOR WINDOWS:INSTALL ADHESIVE FLASHING THE WIDTH OF SILL AND UP12'EACH Vas=120 mph screws 8" to additional pieces of channel 60" long located 3" back on either side of end STC.50 MINIMUM JAMB,AND LAP ENTIRE LENGTH OF JAMB,AND IAP ADHESIVE FLASHING THE WIDTH OF HEAD AND 5.SOIL BEARING PRESSURE 15 3,000 P.S.F.-PER GEO-TEG REPORT PRINT DATE: joint. Resilient channels applied at right angles to nominal 2 x 10 wood joists spaced a Approx. Ceiling IIG:77-GENERIC GARPET AND PAD LAP 12"DOWN EACH JAMB.(DETAIL) 6. NAILING SCHEDULE IS TO BE PER PLAN-SEE SHEAR WALL PLANS 6/21/2016 6:21:14 PM maximum of 24" o.c. with 11/4" Type S drywall screws. Glass or mineral fiber batt Weight: 3 psf LIG:51 -GENERIC SHEET VINYL HEALTH AND SAFETY: 7.DECK AND BALCONY GUARDRAILS TO BE 42'HIGH WITH MAXIMUM OPENING SPACES 50 / - / ' insulation stapled to subfloor or or loose fill insulation applied directly over gypsum Fire Test: UL 8131.9, 05NK045$9, All new smoke and GO alarms shall be hardwired with battery backup and interconnected within the dwelling unit only THAT A 4"SPHERE GAN NOT PASS THROUGH.SEE DETAILS board. Wood joists supporting is/ ' wood structural panel subfloor applied at right 2-4-05; UL R1319, FLOOR Smoke alarms shall be located within each sleeping room, immediately outside of each sleeping room,and on each level of the dwelling. 8. PROVIDE METAL TRUSS AND RAFTER TIE DOWNS SUCH AS SIMPSON A TO EACH RAFTER SHEET TITLE: angles to joists with construction adhesive and 6d ring shank nails 12" o.c. Minimum 1h" 05NK09496, 3-31-05; -2x10 JOISTS @ 16"O.G. MIN.AS REQUIRED BY STRUCTURAL DRAWINGS GO alarms shall be located within 15 outside of each bedroom door. AT TOP PLATE. WALL AND FLOOR proprietary gypsum floor topping applied over subfloor. UL Design L569 -5/8"PROPRIETARY FLOOR TOPPING AND 1/4'SOUND REDUCTION MAT All alarms shall be cross listed for interconnection. '9.ALL EXTERIOR FASTENERS,EXPOSED TO THE ELEMENTS TO BE STAINLESS STEEL OR SEPARATION tSound Test: RAL TL04-31 & 32, 2-11-04; -23/32"EDGE-GOLD SUBFLOOR GALVANIZED. INCLUDING NAIL,STAPLES,CLIPS, ETC. STC and LIC rated with both joists and resilient channels spaced 16" o.c., 3 !z" glass fiber All.Smoke Alarms shall be listed in accordance with UL 217. DETAILS insulation in joist spaces, 1" proprietary sum floor topping poured over /4" CEILING Combination Smoke/Carbon monoxide alarms shall be listed as complying with UL 2034 and UL 217. GYPSUM BOARD FINISH 1 P P p rY 9Yp PP g P 1 RAL TL04-33 8r 34..2 22-04; PY 9 RG-1 RESILIENT CHANNELS 16"O.G. Combination Smoke/Carbon monoxide alarms shall be listed as tom n with ANSVUL 2075 and ANSI/UL 268. 1.ERECT SINGLE LAYER 1/7 STANDARD,5/8-F.R.AND 1/2"MOISTURE RESISTANT GYPSUM sound reduction mat, and with finish flooring of C&P, sheet vinyl, engineered RAL TL04-67,3-19-04 PM 9 proprietary 9 Y 9 1 LAYER 5/8"TYPE"X' GYPSUM WALL BOARD FANS AND SMOKE DETECTORS BOARD IN MOST ECONOMICAL DIRECTIONS,WITH ENDS OCCURRING OVER FIRM BACKING. wood laminate, and ceramic tile. IIC & Test: (51 generic sheet vinyl), RAL IN04-004, 4-22 04; -3-U2"ACOUSTIC BATT INSULATION FANS IN BATHING AREAS SHALL BE CONTROLLED BY TIMER. PROPRIETARY GYPSUM COMPONENTS SMOKE DETECTORS SHALL BE 110V BATTERY BACKUP. (77 generic C&P) MATERIALS AND FASTENING AS REQUIRED BY FG 5112 United States Gypsum Company - s/s" SHEETROCK® Brand FIRECODE®-C RAL.IN04-005, 4-22-04; RADON CONTROL NOTES: i i Core Gypsum Panels (54 cushion sheet vinyl) GAS PERMEABLE MATERIAL SHALL BE PLACED UNDER ALL CONCRETE SLABS INCLUDING: = DRAWN BY: BSY - LEVELROCK® Brand Floor Underlayment RAL IN04-006, 4-26-04; 1.A UNIFORM OF CLEAN AGGREGATE,A MINIMUM OF 4"THICK. APPROVED BY: (55 en sneered wood- Fl -TYPICAL FLOOR/CEILING 2.R UNIFORM LAYER OF SAND MINIMUM OF 4'THICK. laminate) ASSEMBLY- 1 HOUR RATED 3.OTHER MATERIALS, SYSTEMS,OR FLOOR DESIGNS WITH DEMONSTRATED / SHEET: / RAL IN04-007, 4-26-04; 3/4'=r-0' CAPABILITY TO PERMIT DEPRESSURIZATION ACROSS THE ENTIRE SUB-FLOOR AREA. (52 ceramic tile) SOIL GAS RETARDER: RAL IN04-009, 4-26 04 A MINIMUM 6 MIL. POLY OR EQUIV.FLEXIBLE SHEETING MATERIAL SHALL BE V V\ /� /T PLACED ON TOP OF THE GAS-PERMEABLE LAYER PRIOR TO CASTING THE SLAB. THE SHEETING SHALL COVER THE ENTIRE FLOOR AREA WITH SEPARATE SHEETING LAPPED AT LEAST 12".THE SHEETING SHALL FIT CLOSELY AROUND ANY PENETRATION OF THE MAT. ' PI GAL FLOOR/CEILING AS S E M B LY - 1 HOUR RATED ALL PUNCTURES AND TEARS SHALL BE SEALED OR COVERED WITH ADDITIONAL SHEETING. JOB NO.: 9812 SCALE: As indicated