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Plans BU P2015 - 00193 E a N 0 01 A3 1 A3.1 / 1" 0" / 4'-0" / 1'-2" / a o '� a v �. z ' NEW 48"x60" ;: 48"x60' Uce SH WINDOW SH WINDOW _1 a ,1_ e=% , _ 0., , 6 2 _t _ �, -- 4,11-i---11 --� sIL ,� 36 x8a AVAIL dii. " --, w EXIST.36"x80" "� lli • =.r�_d� � � DOOR 6 0 � a le/7/ DOOR TO "!.� O " vi REMAIN EXDOORBTO�a : Tm28"x80"kE � DOOR tY A - - -- -- - - - - R MAIN r _ _, _ u 20 / '''' C `100 r - -- STORAGE R- _ - - `D + STORAGE w- - 7 \� 06 �i ROOM EXISTING BALCONY w ROOM _j --.. � , ,i�i�'► /,i DECKING&JOISTS o E ► u cv lit'. - J. 1M �`� zi i 13 TO BE REPLACED Q I li y 1, a _-_ 1 CI 3'_0 l rip,_- _1 04 10 BELOW SHOWN DASHED o o... 44° a I' L I I Ii L A2.6 8 \� N N I RYA#tAUSTiNI �� SINGLE 2x10 1 1 _------s P,T.RIM JOIST - I.\ h t I I I ��y '��� f '"" i I I d I �} --"' ��__ � BEAM BELOW(SHOWN " POST PER STRUCT. - T- I1 DASHED)TO BE 4y �" 1'-0' 1' 0" 1'-0" 1' 0" L ._. REMOVED 1\ '1OF O ' 2x8 BLOCKING 31 31 31 1 TYP. 04 I / APPROX.9'-0112" 10 4' 0" 41-Q, 30 30 6x10 BEAM PER STRUCT. HANDRAIL ABOVE (VARIES+1 2") X I1� CORNER POST PER STRUCT,LOCATED SHOWN DASHED L c_ 7 BETWEEN 1ST FLOOR&2ND FLOOR BALCONY, 7 , 4 AND 2ND FLOOR AND 3RD FLOOR BALCONY. A 6 ( 6 CE!VED A2.6 A3.1 A2.6 , A3.1 ~ AUG 31 2015 A2.6 ! ! A2 6 ! ! A2.6 ! ! BUILDING DIVISION BALCONY TYPE D1 FRAMING l RCP PLAN �/ BALCONY TYPE D1 PROPOSED BALCONY TYPE D1 ECISTING 13 SCALE: 1/2"=1'-0" 1 L SCALE: 112"=1'-0" I I SCALE: 1/2'=1'-0" o Fmffmg 1 Q 121. 1 0 2 Z Q GENERAL NOTES KEYNOTE SCHEDULE A CO 2'-35116" 1'-05116"RAILING 4'-03116" 4'-711116" 1.FIELD VERIFY DIMENSIONS AND EXISTING CONDITIONS. KEYNOTE DESCRIPTION RAILING PANEL'Dz'LENGTH PANEL'Dz'WIDTH RAILING'Dy'PANEL WIDTH RAILING'Dx'PANEL WIDTH J 2.BALCONY NOMENCLATURE:UNIT TYPE,SUBTYPE(EXAMPLE:A2) 01 EXISTING EXTERIOR WALLS TO REMAIN.CLADDING&WRB TO BE REPLACED. m 02 EXISTG 2x4/2x6 WOOD FRAMED WALL TO REMAIN. REPLACE DAMAGED FRAMING& - SIM./ CORNER POST BEYONDAIN 1 Q Sim 6 Allik Sim UNIT TYPE:REPRESENTED WITH AN UPPER CASE LETTER.THERE ARE(4) SHEATHING AS NEEDED.ADDITIONAL FRAMING&REINFORCING PER STRUCT. - 2 i = DWELLING UNIT TYPES.SEE BUILDING REFERENCE PLANS ON 1 ( 4 A5.1 A5.1 `111 A3.1 03 EXISTG CONC.SLAB ON GRADE BELOW TO REMAIN A5.10 SHEET A1.1 FOR UNIT LOCATIONS: _ i ., 04 EXISTG ROOF LINE ABOVE SHOWN DASHED. illt TYPE'A'UNITS:3 BEDROOM,2 BATH 05 EXISTG SOFFIT ABOVE @ 3RD FLOOR BALCONIES SHOWN DASHED . s 1 n 1 _ -1 TYPE'B'UNITS:2 BEDROOM,2 BATH 06 EXISTG EXTERIOR STORAGE ROOM DOORS TO REMAIN UNLESS DAMAGED.REPLACE 'W A _ TYPE'C'UNITS: 1 BEDROOM,1 BATH DAMAGED DOORS w/SIM.DOOR PANEL.REUSE DOOR HARDWARE WHERE POSSIBLE. ♦ _ , � iiiinkr ~�, 11111111101111111111111111 '' RII'_� 11 - '�„""'� 1111111E1N � lLUTYPE'D'UNITS: 1 BEDROOM,1 BATH10 NEW BALCONY P.T.BEAM PER STRUCT..BEAM:6x L ; 4A @ L RETREATMENT:RWPA11 -- �II---- USE LEVEL UC3B @LEVELS 2&3,AWPA USE LEVEL UC4A @LEVEL 1 0000. r ! --- - ---- ---- S :MINOR VARIATIONS REPRESENTED WITH A NUMBER. ! I I� ,11� I,'11 NEW 2x8 PRESSURE TREATED DECK J01STS,SPACED 12"O,C.U O N, ' � I, � �'� I .J11i11111 .11.��12 NEW 2x12 JOISTS CUT TO PROFILE PER DRAWINGS SPACED 12 O C. U.O N. . l ;1111.111111 11h_.r,�I 1'111111.111'11'1 ills� IIIIIIIIII 1 :TYPICAL BALCONY ( ) = 1 111111111111 111111---- - - I---I--� ---- SUBTYPE 2:2ND FLOOR BALCONIES THAT ARE LOCATED OVER 13 NEW P.T.POST PER STRUCT.TO SUPPORT BALCONY BEAM ABOVE.SEE STRUCT. r 1 i a -�GARAGES.ONLY UNIT TYPES A&B HAVE THIS SUBTYPE. DRAWINGS FOR SIZES&CONNECTIONS. 0 ;1 "_ _ 1111111 1111_ Hill�i1 1 20 NEW 1x6 COMPOSITE DECKING(TREX LATITUDES CAPTIVA DECKING OR APPROVED ,.► � ---� 'L'SHAPED CORNER � -- --�---;-� --i-- i z 3.KEYNOTE SCHEDULES CAN BE FOUND ON SHEETS A2.1,A2.3,A2.5,A2.6,A2 6,A3.1,A5,1, SIM)w!CONCEALED FASTENERS.COLOR&TEXTURE T.B.D.;PROVIDE OPTIONS TO . RAILING PANEL TYPE'Dz' imillimmpiliiA5.2,A5,3,A5,4&A5.5, OWNER FOR SELECTION. 11111111111 to 11!1,11111111111111111,1111En 21 NEW 1x4(1.0"x3.5"NOMINAL)COMPOSITE DECKING TOP RAIL(TREX OR APPROVED ;� "' - SIM.);COLOR TO MATCH BALCONY DECKING;TEXTURE TO BE SMOOTH,REMOVE ALL * - 111111111111 11111111111.11111111 1.11 iiin STICKERS&LABELS PRIOR TO INSTALLATION. iiiiiiill• 22 CONTINUOUS SOLID PIECE OF LATITUDES'CAPTIVA'DECKING ALONG OUTSIDE EDGE. }CANTILEVER DECKING OVER BALCONY SUPPORT BEAM 1".PRECISELY NOTCHi111 11111111111 1 11111 ___,I 111111111111111111111111 DECKING AT RAILING POST LOCATIONS. I I ---------- J 23 NEW 1x EXTERIOR CEDARXZED p , k 'SHEET METAL FLASHING. 11111111111 _1111 II'111�111111'111111i 1111111111 '1111111111' 25 PVC FIBERGLASS REINFORCED SINGLE-PLY WATERPROOF MEMBRANE w1 PEDESTRIAN � �/■�� r -�� 1-I--- -� BALCONY PLAN LEGEND TRAFFIC SURFACE;PRODUCT:DEC-TEC'GUARDIAN';COLOR:PER CLIENT APPROVAL, _,10,401. ,I /I , LEVEL !�� �II ' .. .� 1111111111 PROVIDE SAMPLES TO CLIENT �° - •II EmuNMI •II $ 9 ���.1d1�I, e�,111111..1111111a "i'° SIJJ.•11��l1ICO 30 CODA ARCHITECTURAL"OPUS 50"STEEL GRATING RAILING PANELS(OR APPROVED I (LEVEL 3 SIM.) SIM).PANELS TO HAVE 1/8"x 1 3116"VERTICAL BARS SPACED 2112"O.C.,AND 3mm DIA. ?`I , C ' rti, 0 0 0 0 NEW WALL HORIZONTAL BARS SPACED 5 3116"O.C.; TOP RAIL: 3116"x2.5"STEEL BANDING wt l OWNER DOG-EAR BRACKETS PER DRAWINGS; BOTTOM RAIL&VERTICAL SIDE BARS: o II ` ' ` ' 0 O O ANDREWS 3116"x1.25"STEEL BANDING w/DOG-EAR BRACKETS OR FULL HEIGHT ATTACHMENT END OF BEAM PER STRUCT 1 ---------..-- MANAGEMENT, LLC BARS PER DRAWINGS; FINISH:HOT DIPPED GALVANIZED&POWDERCOAT FINISH } 5845 ROAD EXISTING WALL TO REMAIN (COLOR:"SIGNAL BLACK"RAL 9004) PROVIDE ALL WELDS&PREDRILL ALL HOLES 5 • NEW 2x10 RIM JOIST LAKE JEAN ROAD , OR PRIOR TO GALVANIZING AND POWDEROATING. 1 Allik 31 TYP.BALCONY RAILING POSTS @ A1,B1,Cl &D1 BALCONIES:0.5"x2.5"x49,25"STEEL 0 2 , NEW BEAM PER STRUCT. 97035 POST IN/ATTACHMENT TABS AND BASE ATTACHMENT PLATE PER DRAWINGS; FINISH: ` I A5.1 i -- CORNER POST BEYOND -\\\\\\\\\ EXISTING WALL TO REMAIN,REPLACE/REPAIR HOT DIPPED GALVANIZED&POWDERCOATED(COLOR:BLACK TO MATCH RAILING FRAMING&SHEATHING AS REQD PANELS). 6 • ISSUE DATES: 32 2nd LEVEL BALCONY RAILING POSTS @ A2&B2 BALCONIES;0.5"x2 5"x49.25'STEEL PERMIT 07/02115 POST WIATTACHMENT TABS AND BASE ATTACHMENT PLATE PER DRAWINGS; FINISH: j,� EXISTING WALL TO BE REMOVED HOT DIPPED GALVANIZED&POWDERCOATED(COLOR:BLACK TO MATCH RAILING ' / ' \ REV.01 08124115 _ -- - PANELS). / 33 NEW HOLD-DOWNS PER STRUCT. _- - --- 41 NEW HARDI PLANK SIDING wIT'REVEAL BALCONY TYPE 'D1 ' RAILING 42 NEW PAINTED PLYWOOD SOFFIT.PROVIDE CONTINUOUS METAL SOFFIT VENT ALONG EXTERIOR EDGE. A2.6 SIDE ELEVATION A2,6 BALCONY TYPE 'DI ' RAILING FRONT ELEVATION 8 SCALE: 1" 1'-0" 7 SCALE: 1"=1'-0" -- SPECIAL INSPECTION REQUIRED . CITY OF TIGARD State of Oregon Structural Specialty Code REVIEWED FOR CODE COMPLIAls1Cit • �❑ Concrete and Reinforcing Steel ApproveOTC: dt i 1,-1---""Cl D -41 1 ICI `Lizysolts Installed in Concrete _ Permit#: f P 2Q('S~ Wd 3 [] Special Moment-Resisting Concrete Frame Address: �� ti !gyp) .( i-,,/ i___, ��� El Rein rcing Steel&Prestressing Steel Tendons "'- JOB#: 1501 tructural Welding Suite p STATUS: PERMIT By: � Date: , [ � 1� ❑ High-Strenght Bolting PRINTED: ElStructural Masonry 8/21/2015 11:19:02 PM El Reinforced Gypsum Concrete El Insulating Concrete Fill REVISION BALCONY PLANS-TYPE D1 E l Spray Applied Fire-Resistive Materials Pilings,Drifted Piers and Caissons OFFICE COPY A2 . 6 El Shotcrete ❑ Special Grading,Excavation and Filling ORIGINAL SHEET SIZE:22"x34" El Smoke-Control Systems ❑ Other Inspections E 6, o . N N. o0,, G r o C 9 0 0 // z U u J J d , Z o KEYNOTE SCHEDULE �� �� , �r��'�I ,'���I'�, 1'i�'�r I r y I r ti' I'pl' I' t '� I'�,' ; 1 ' S ci), �.����11 1r, - 1� o KEYNOTE DESCRIPTION ` f 01 EXISTING EXTERIOR WALLS TO REMAIN.CLADDING&WRB TO BE REPLACED. 02 EXISTG 2x4/2x6 WOOD FRAMED WALL TO REMAIN.REPLACE DAMAGED FRAMING& G `� w SHEATHING AS NEEDED.ADDITIONAL FRAMING&REINFORCING PER STRUCT. �,`,���!� iIIP1UIII1r V,`V, `'����f♦�♦�i�,�♦�•�♦VIP VVVV! = 03 EXISTG CONC,SLAB ON GRADE BELOW TO REMAIN L - -! -_ �\ cc N 04 EXIST'G ROOF LINE ABOVE SHOWN DASHED. ' a .. 'Ilii • 05 EXIST SOFFIT ABOVE @ 3RD FLOOR BALCONIES SHOWN DASHED II. '- - 06 EXISTG EXTERIOR STORAGE ROOM DOORS TO REMAIN UNLESS DAMAGED,REPLACE / 42 I ' / DAMAGED DOORS w/SIM.DOOR PANEL.REUSE DOOR HARDWARE WHERE POSSIBLE. !- / + •/ / ' ,' 10 NEW BALCONY P.T.BEAM PER STRUCT..BEAM:6x10;PRESSURE-TREATMENT:AWPA ' / , i / x USE LEVEL UC3B @ LEVELS 2&3,AWPA USE LEVEL UC4A @ LEVEL 1 • k C' 11 NEW 2x8 PRESSURE TREATED DECK JOISTS,SPACED 12"0.C.U.O.N. \ \ f: / 12 NEW 2x12 JOISTS,CUT TO PROFILE(PER DRAWINGS),SPACED 12"O.C.U.O.N. z ` ` o Al BALCONY — `T `\ Ns t� 13 NEW P.T.POST PER STRUCT.TO SUPPORT BALCONY BEAM ABOVE.SEE STRUCT. U Wig' J �. 2 \ moi' DRAWINGS FOR SIZES&CONNECTIONS. m O ��; �� �' "1,, 20 NEW 1x6 COMPOSITE DECKING(TREX LATITUDES CAPTIVA DECKING OR APPROVED LEVEL 3 LEVEL 3 :�' LEVEL 3 ' SIM)w/CONCEALED FASTENERS.COLOR&TEXTURE T.B.D.;PROVIDE OPTIONS TO q_ , 17' - 6" - ' _ — __ _ - -- 17 6" 17' - 6 T OWNER FOR SELECTION. - �: -- 21 NEW 1x4(1.0"x3.5"NOMINAL)COMPOSITE DECKING TOP RAIL(TREX OR APPROVED 111; j�� ti AI SIM.);COLOR TO MATCH BALCONY DECKING;TEXTURE TO BE SMOOTH; REMOVE ALL ._ •- _ • - STICKERS&LABELS PRIOR TO INSTALLATION. 21 / - / 22 CONTINUOUS SOLID PIECE OF LATITUDES'CAPTIVA'DECKING ALONG OUTSIDE EDGE. 31 - A5.2 // - / CANTILEVER DECKING OVER BALCONY SUPPORT BEAM 1".PRECISELY NOTCH / - DECKING AT RAILING POST LOCATIONS. 30 - / s 23 NEW 1x EXTERIOR CEDAR TRIM. \ \ �' \ 24 PAINTED,PRE-FINISHED GALVANIZED SHEET METAL FLASHING. > \ \ 25 PVC FIBERGLASS REINFORCED SINGLE-PLY WATERPROOF MEMBRANE w/PEDESTRIAN o ._ A2 BALCONY ��— ` ` PROVIDE SAMPLES TO CLIENT m O '�� SLOPE 114":12" \ CD 6 o :• ,. \ .� O TRAFFIC SURFACE;PRODUCT:DEC-TEC'GUARDIAN';COLOR:PER CLIENT APPROVAL, z p 30 CODA ARCHITECTURAL"OPUS 50"STEEL GRATING RAILING PANELS(OR APPROVED [� LEVEL 2 I LEVEL 2 LEVEL 2 SIM).PANELS TO HAVE 1/8"x 1 3/16"VERTICAL BARS SPACED 2112"O.C.,AND 3mm DIA. v 8' 9' "\ i��44 8' - 9' �������������I�����t��������� 8' - 9° ������������������������������������������������. I 0 HORIZONTAL BARS SPACED 5 3/16"O.C.; TOP RAIL: 3/16"x2.5"STEEL BANDING wl DOG-EAR BRACKETS PER DRAWINGS; BOTTOM RAIL&VERTICAL SIDE BARS: 10 ;►;d �� h 1►.I p 3/16"x1.25"STEEL BANDING w/DOG-EAR BRACKETS OR FULL HEIGHT ATTACHMENT i_ • _ „ _ =____ J 0 BARS PER DRAWINGS; FINISH:HOT DIPPED GALVANIZED&POWDERCOAT FINISH 11 /� (COLOR:"SIGNAL BLACK"RAL 9004). PROVIDE ALL WELDS&PRE-DRILL ALL HOLES I / \ / \ \` z_ PRIOR TO GALVANIZING AND POWDEROATING, EXIST.PRIVACY NEW FLOOR JOISTS ,/ N 31 TYP.BALCONY RAILING POSTS @ Al,B1,Cl &D1 BALCONIES:0.5"x2.5"x49.25"STEEL FENCES TO REMAIN 3 / I / 11 / I / N Z POST w/ATTACHMENT TABS AND BASE ATTACHMENT PLATE PER DRAWINGS; FINISH: ;'PER STRUCT. / (f) O HOT DIPPED GALVANIZED&POWDERCOATED(COLOR:BLACK TO MATCH RAILING EXIST.CONC.PATIO ( ( 2 PANELS), TO REMAIN `� , I` 1 32 2nd LEVEL BALCONY RAILING POSTS @ A2&B2 BALCONIES:0.5"x2.5"x49.25"STEEL LEVEL 1 LEVEL 1 L J ,' LEVEL 1 �, ,' m POST w/ATTACHMENT TABS AND BASE ATTACHMENT PLATE PER DRAWINGS; FINISH: — (BASEMENT) s (BASEMENT) (BASEMENT) HOT DIPPED GALVANIZED&POWDERCOATED(COLOR:BLACK TO MATCH RAILING — — PANELS). 0 - 0 h 0 - 0 �_ 0 - 0 \ 33 NEW HOLD-DOWNS PER STRUCT. i i- _ �.. ° 0 41 NEW HARD!PLANK SIDING w/7"REVEAL `i .;.TI - 42 NEW PAINTED PLYWOOD SOFFIT.PROVIDE CONTINUOUS METAL SOFFIT VENT ALONG _ EXTERIOR EDGE. = L1J 1 I , , I , „ „ , „ , ,_ = A3.1 SECTION @ PROPOSED Cl' ' BALCONIES A31.1 SECTION THROUGH PROPOSED BALCONIES 'Al ' & 'A2' A,' SECTION THROUGH EXISTING BALCONIES 'Al ' & 'A2' 7 SCALE: 1/4"=1'-0" I SCALE: 1/4"=1'-0" SCALE: 1/4"=1-0" Emi z M i .I ffj1 I '' .,---------- 2 11‘. . , 1111‘,.. .__________ : . . , , ,,,, ----__,.. 0 (----1-: __ i_ii •• I A PACOSAMPAIK :id ,.14 lb\ .. ��_ A.IP' il/SAWA PAM/IPA ?I——7-—- 1 ' II 4_ _ _ _ A_ D= OWNER: 11 o - • ANDREWS , immil hi 4 CO • U I I MANAGEMENT, LLC LEVEL 3 ,�I li. = LEVEL 3 B1 BALCONY -co i LII � ; - 5845 JEAN ROAD 17' - 6" b SII 17' - 6" ►1♦ ■ r LEVEL 3 ' am LAKE OSWEGO, OR I , 1.1 . ��� ' LEVEL 3 97035 NEW CORNER POSTS I„1. M� - ■'A' PER STRUCT, _� ,= 17 6 -� �i���� 17 - 6 ` ,♦ i . 21 � 1 ISSUE DATES: I E ���i • 1 21 ( 31 \ 1 11- ■��1 PERMIT 07/02/15 I ■ 30 ! 30 REV.01 08/24115 31 =6 IIIIIII ! ,� \ I II11�1 I ! z I� �• illi�l III I 1111111 I o I •-70 ■ A5.1 11101 ' = .% Q I j • Ilii)l .� I i AilLEVEL 2 `° I ,. .-- _ — =1��1�1 �.. _ ATV � $E 9EL 2 m - _. I � ' ' ----� _ - BZ BALCONY = -� _ �' 8' 1 11 _ i CII SLOPE 114 .12 114 LEVEL __ LEVEL 11 • 8' 911 � Ir♦�♦������♦�♦�i��♦� t�8' - 9" ►,h 1 i A 11 ������1�����������, 11 EXIST.PRIVACY i ♦ �� I ( B1 BALCONY 11 _ FENCES TO REMAIN 1 � FIRST FLOOR BALCONIES a A _ WHERE PRESENT ONLY OCCUR AT THE • I I• EASTERN TWO UNITS OF • I I EXIST.CONC.PATIO BUILDING 11452(ADJACENT TO REMAIN UNIT IS OF TYPE'CINEW FLOOR JOISTS �: • t7 JOB#: 1501 LEVEL 1 LEVEL 1 �.� PER STRUCT. ►: (BASEMENT) ® `:: STATUS: PERMIT e (BASEMENT) 0' - O" •••••. _ 0' - 0" ,11 r�♦�♦�♦�♦,1_♦ LEVEL 1 LEVEL 1 PRINTED 10 1 % (BASEMENT) (BASEMENT) _ 81211201511:17:51 PM MI-I NEW FOOTING PER -I Li= 1 . = 11 E._.__ . ... .... . .. 0' _ 0.. 0' _ 0" STRUCT.BENEATH SLAB -I • - — a ° - @ CORNER POSTS 1 mi. , , , , , , - BALCONY SECTIONS A3.1 I 1 A3.1 A3.1 I 1 I 1 A3.1 1 1 1 1 A3 I 1 SECTION @ PROPOSED D1 BALCONIES BLDG. 11452 EAST SIDE BALCONIES SECTION THROUGH PROPOSED BALCONIES B1 & B2 SECTION THROUGH EXISTING BALCONIES B1 & B2 6 SCALE: 1/4"=1'-0" 5 SCALE: 1/4"=1'-0" V SCALE: 1/4"=1'-0" 4 SCALE: 1/4"=1'-0" ORIGINAL SHEET SIZE:22"x34" p) 30 E �l o 21 5/4x6 HANDRAIL ti Alk \ o al ix NEW DECKING/ o 0 06, 20,NEW DECKING ABOVE A5.1 1 Z 4 I TYP.@ A5.1 o MIDDLE POST 1„ ME 114" 22 J a BEAM BELOW SHOWN TYP.@ r� 20 \ CORNER OF BUILDING DASHED � 11,NEW BALCONY JOIST FLOOR CORNER POST_ `�J) — .�� — + w w ` 10,BELOW I LEVEL CI SHOWN DASHED sZ — )::_: ::::_:_ f; N o y `. `��' 31 VERTICAL SUPPORT POSTS • - - w / SUPPORT POST BASE SUPPORT POST BASE FLANGE HOLD DOWN&LAG BOLT 31 = u FLANGE CONNECTION CONNECTION @ BEAM BELOW \- = / I CONNECTIONS PER STRUCT. — �., -c____7_,, ...1-- @BEAM BELOW DRAWINGS COTNTINUOFURRING STRIPI 112' _ 30 STEEL GRATING & a u o SHOWN DASHED SHOWN DASHED I I'� PARALLEL TO BEAM SPACED — -r-1111111 1111111 — METAL PANEL � u 31,VERTICAL 1izz 31 114"FROM BEAM EDGE 20 SUPPORT POST N Ii — a v 1 ii METAL GRATING PANEL �� 1 i _1 __ = L _ I1li CONNECTION TO SUPPORT I22 1/2"P.T.FURRING STRIPS , POST TAB BELOW 1O1 1fl ATOP BEAM.ALIGN w/ 0011 _ _ "1.i..nut _ �_ , LEVEL 2 t ; a J��I,tt� x 30,METAL GRATING PANEL. 22 JOIST LOCATIONS ++ - - ��• —— r �"R(• cc HORIZ.RODS ABOVE SHOWN DASHED 30 ��_ NEW SUPPORT BEAM PER STRUCT. © �� 8 - 9 .S x. a METAL GRATING PANEL 30IL "___ -__ - 31 ,NEW RAILING SUPPORT POST MAN AMIN n CONNECTION TO SUPPORT �'1� w/DOUBLE ATTACHMENT FLANGES A5.1 Ei-__ ]►: _: r3 41, POST TAB BELOW 3/16"x 1 1/4"PERIMETER 30,NEW RAILING PANEL 33 - da.k OREGON 3/16"x 1 1/4"VERTICAL BARS OF METAL PANEL FRAME BELOW 10 :/' #15743 METAL GRATING PANEL TOP RAIL OF PANEL ABOVE 10 NEW BEAM PER STRUCT. ' fl 33 QF 4'Q� A5.1 CONNECTION SIDE POST A5.1 CON. @ CENTER POST A5.1 RAILING POST CONNECTION RCP A5.1 BALCONY EDGE DETAIL A5.1 TYP. NEW BALCONY RAILING SECTION @ Q 17 SCALE: 1 1/2"=1'-0" 13 SCALE: 1 1/2"=1,-0" V SCALE: 1 1/2"=1,-0" V SCALE: 3"=1'-0" 1 SCALE: 3/4"=1'-0" S.S.SCREWS,SPACED 5"O.C. 30 (HOT DIPPED GALVANIZED SCREWS WITH PREFINISHED SCREW HEADS 21 TO MATCH RAILINGS IS AN o ACCEPTABLE ALTERNATE.) 31 - NEW CORNER POST / 21 PER STRUCT. I I f 22 Ull) O II it FLOOR3o t • Y _ � PRE DRILL TOP RAIL OF PANEL W/ LEVEL o�'� 1 - Q `. 30 BEYOND C7 1/4"DIA HOLES @ 5"O.C. _____. 3/8"x 1 3/4"HEX BOLT CONNECTION '- 31 , ' [i I O ---\ w/WASHERS BOTH SIDES SIM. _ 0 0 31 BEYOND Z 6 CONDITION @ BOTTOM OF PANEL. i o o FINISH TO MATCH STEEL RAILINGS -- _ ----------- Sim z 5 0 VERTICAL SUPPORT POST TOP -- A5.1 I - ATTACHEMENT TAB = o o 30 — - —_ ,___ __ is-- — — — — FLOOR — — — i m - i ° ° ° ° LEVEL -i. _. .ter-- 2X10 P.T.RIM JOIST / or_,*„... . 1 • K - 0 33 10 ' LINE OF 2x10 P.T.RIM JOIST BEYOND im RAILINGTOCENTER POST CONNECTION 6 WA5.1 NEW CORNER POST A5.1 1 0 SCALE: 3"=1'-0' PER STRUCT. S.S.SCREWS, SPACED 5"O.C. A5.1 1 1 (HOT DIPPED GALVANIZED SCREWS D 1 BALCONY EDGE DETAIL A5.1 NEW 'D1 ' D11 BALCONY RAILING SECTION WITH PREFINISHED SCREW HEADS 6 SCALE: 3"=1'-0" 2 SCALE: 3/4"=1'-0" TO MATCH RAILINGS IS AN Z ACCEPTABLE ALTERNATE.) / 21 1 1 .-- tj, IPRE-DRILL TOP RAIL OFPANELw/ KEYNOTE SCHEDULE 1/4"DIA HOLES @5"O.C. 3/8"x 1 3/4"HEX BOLT CONNECTION KEYNOTE DESCRIPTION —\\ w/WASHERS BOTH SIDES SIM. CONDITION @ BOTTOM OF PANEL. 01 EXISTING EXTERIOR WALLS TO REMAIN.CLADDING&WRB TO BE REPLACED. FINISH TO MATCH STEEL RAILINGS 02 EXISTG 2x4/2x6 WOOD FRAMED WALL TO REMAIN. REPLACE DAMAGED FRAMING& SHEATHING AS NEEDED.ADDITIONAL FRAMING&REINFORCING PER STRUCT. CO VERTICAL SUPPORT POST TOP 03 EXIST'G CONC.SLAB ON GRADE BELOW TO REMAIN ATTACHMENT TAB 04 EXIST'G ROOF LINE ABOVE SHOWN DASHED. 30 05 EXIST'G SOFFIT ABOVE @ 3RD FLOOR BALCONIES SHOWN DASHED OWNER: 06 EXIST'G EXTERIOR STORAGE ROOM DOORS TO REMAIN UNLESS DAMAGED.REPLACE ANDREWS — 3/16"x 1 1/4"VERTICAL BAR w/PRE- DAMAGED DOORS w/SIM.DOOR PANEL.REUSE DOOR HARDWARE WHERE POSSIBLE. MANAGEMENT, LLC DRILLED HOLES FOR ATTACHMENT 10 NEW BALCONY P.T.BEAM PER STRUCT..BEAM:6x10;PRESSURE-TREATMENT:AWPA TO POSTS USE LEVEL UC3B @ LEVELS 2&3,AWPA USE LEVEL UC4A @ LEVEL 1 5845 JEAN ROAD -..-__________--- — 11 NEW 2x8 PRESSURE TREATED DECK JOISTS,SPACED 12"O.C.U.O.N. LAKE OSWEGO, OR 31 BEYOND 12 NEW 2x12 JOISTS,CUT TO PROFILE(PER DRAWINGS),SPACED 12"O.C.U.O.N. 97035 13 NEW P.T. POST PER STRUCT.TO SUPPORT BALCONY BEAM ABOVE.SEE STRUCT. DRAWINGS FOR SIZES&CONNECTIONS. A5.1 20 NEW 1x6 COMPOSITE DECKING(TREX LATITUDES CAPTIVA DECKING OR APPROVED ISSUE DATES: RAIL I N G TO SIDE POST CONNECTION SIM)w/CONCEALED FASTENERS.COLOR&TEXTURE T.B.D.; PROVIDE OPTIONS TO PERMIT 07102115 11 OWNER FOR SELECTION. SCALE: 3"=1'0" NOMINAL)COMPOSITE DECKING TOP RAIL(TREX OR APPROVED / \ REV.01 08/24/15 21 NEW 1x4(1.0"x3.5" SIM.);COLOR TO MATCH BALCONY DECKING;TEXTURE TO BE SMOOTH;REMOVE ALL S.S.SCREWS, SPACED 5"O.C. STICKERS&LABELS PRIOR TO INSTALLATION. (HOT DIPPED GALVANIZED SCREWS 22 CONTINUOUS SOLID PIECE OF LATITUDES'CAPTIVA'DECKING ALONG OUTSIDE EDGE. RAILI G RAILING WITH PREFINISHED SCREW HEADS CANTILEVER DECKING OVER BALCONY SUPPORT BEAM 1".PRECISELY NOTCH PANEL'■ PANEL'Dy' TO MATCH RAILINGS IS AN ACCEPTABLE ALTERNATE.) DECKING AT RAILING POST LOCATIONS. 23 NEW 1x EXTERIOR CEDAR TRIM. 21 24 PAINTED,PRE-FINISHED GALVANIZED SHEET METAL FLASHING. 25 PVC FIBERGLASS REINFORCED SINGLE-PLY WATERPROOF MEMBRANE w/PEDESTRIAN ,'It I, /I TRAFFIC SURFACE;PRODUCT:DEC-TEC'GUARDIAN';COLOR:PER CLIENT APPROVAL, � ' .•_ Y PROVIDE SAMPLES TO CLIENT I - I I PRE-DRILL TOP RAIL OF PANEL w/ 30 CODA ARCHITECTURAL"OPUS 50"STEEL GRATING RAILING PANELS(OR APPROVED --- 1/4"DIA HOLES @ 5"O.C. SIM).PANELS TO HAVE 1/8"x 1 3/16"VERTICAL BARS SPACED 2 1/2"O.C.,AND 3mm DIA. 318"x 1 314"HEX BOLT CONNECTION HORIZONTAL BARS SPACED 5 3/16"O.C.; TOP RAIL: 3/16"x2.5"STEEL BANDING w/ w/WASHERS BOTH SIDES SIM. DOG-EAR BRACKETS PER DRAWINGS; BOTTOM RAIL&VERTICAL SIDE BARS CONDITION @BOTTOM OF PANEL. 3/16"x1.25"STEEL BANDING w/DOG-EAR BRACKETS OR FULL HEIGHT ATTACHMENT FINISH TO MATCH STEEL RAILINGS BARS PER DRAWINGS; FINISH :HOT DIPPED GALVANIZED&POWDERCOAT FINISH (COLOR:"SIGNAL BLACK"RAL 9004).PROVIDE ALL WELDS&PRE-DRILL ALL HOLES JOB#: 1501 PRIOR TO GALVANIZING AND POWDEROATING. VERTICAL SUPPORT POST TOP 31 TYP.BALCONY RAILING POSTS @ Al,B1,Cl &D1 BALCONIES:0.5"x2.5"x49.25"STEEL STATUS_PERMIT ATTACHMENT TAB POST w/ATTACHMENT TABS AND BASE ATTACHMENT PLATE PER DRAWINGS; FINISH: PRINTED: 30 HOT DIPPED GALVANIZED&POWDERCOATED(COLOR:BLACK TO MATCH RAILING 8/21/2015 11:42:33 PM PANELS). 3/16"x 1 1/4"VERTICAL BAR OF EA. 32 2nd LEVEL BALCONY RAILING POSTS @ A2&B2 BALCONIES:0,5"x2.5"x49.25"STEEL ADJACENT PANEL.BUTT POST w/ATTACHMENT TABS AND BASE ATTACHMENT PLATE PER DRAWINGS; FINISH: TOGETHER&BOLT. HOT DIPPED GALVANIZED&POWDERCOATED(COLOR:BLACK TO MATCH RAILING RAILING DETAILS PANELS). 31 BEYOND 33 NEW HOLD-DOWNS PER STRUCT. 1 41 NEW HARDI PLANK SIDING w/7"REVEAL A5 ■ 1 42 NEW PAINTED PLYWOOD SOFFIT.PROVIDE CONTINUOUS METAL SOFFIT VENT ALONG EXTERIOR EDGE. A5,1 'Dy' & 'Dz' RAILING TO POST CONNECTION ORIGINAL SHEET SIZE:22"x34" 12 SCALE: 3"=1,-0" LI o 3AW \ C I \ DEX CE \ EAL \ OTES , CO \T. CE \ EAL \ OTES , CO \T . , 0 S0.1 GENERAL NOTES AND SHEET INDEX FASTENING SCHEDULE (7) H MINIMUM U.N.O (DETAILS SUPERSEDE) 5 S2.1 PARTIAL BALCONY FRAMING PLANS STRUCTURAL STEEL: CONFORMS w/ IBC 2010 TABLE 2304.9.1. cp REFER TO IBC FOR CONDITIONS NOT SHOWN. =n" ,, O S2.2 PARTIAL BALCONY FRAMING PLANS STEEL SHAPE: GRADE AND YIELD STRENGTH: ar .•i c~n .m CONNECTION FASTENING LOCATION CD S7.1 FRAMING DETAILS WF ASTM A572 GRADE 50, ASTM A992, GRADE 50 0 CHANNELS, PLATES, AND ANGLES ASTM A36 1. JOIST TO SILL OR GIRDER. 3-8d COMMON (2X"x0.131") o oo o S7.2 FRAMING DETAILS HSS ASTM A500 GRADE B, Fy = 46 KSI 3-3"x0.131" NAILS TOENAIL. 11±' z 3-3" 14 GAGE STAPLES = z g 1. SPECIFICATION: DESIGN, FABRICATION, AND ERECTION SHALL FOLLOW THE -- u L N "AISC SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF 2. BRIDGING TO JOIST. 2-8d COMMON (2ex0.131") 1 ,n '�_. , Q J `: 2 STRUCTURAL STEEL FOR BUILDINGS" WITH THE "COMMENTARY" AND "CODE OF 2-3"x0.131" NAILS TOENAIL EA. END. G E \ E A L \ O T E SSTANDARD PRACTICE". 2-3" 14GAGE STAPLES 3. 2. WELDING SPECIFICATION: WELDING SHALL CONFORM TO THE AMERICAN 1"x6" SUBFLOOR OR LESS TO 2-8d COMMON (2) "x0.131") FACE NAIL. ACk WELDING SOCIETY (AWS) CODES FOR ARC AND GAS WELDING. ALL WELDING EACH JOIST. SHALL BE PRE-QUALIFIED AND PERFORMED WITH A WELDING PROCEDURE4. WIDER THAN 1"X6" SUBFLOOR 3-8d COMMON (2) "x0.131") FACE NAIL. B CODE REQUIREMENTS: CONFORM TO THE 2010 OREGON STRUCTURAL SPECIALITY SPECIFICATION (WPS) PER AWS D1.1. TO EA. JOIST. MADDEN&BAUGHMAN CODE (O.S.S.C.) 3. ALL WELDERS SHALL BE QUALIFIED BY THE CITY OF PORTLAND. 4. WELD MATERIAL: ALL WELDS SHALL BE MADE WITH E70XX ELECTRODES AND 5. 2" SUBFLOOR TO JOIST OR 2-16d COMMON (3X"x0.162") BLIND AND FACE NAIL. E N c I N E E R I N G , I N c . 815 SW 2nd Avenue,Suite 350 STRUCTURAL SUMMARY: DESIGN FORCES ARE BASED UPON REQUIREMENTS OF SHALL BE /i6" MINIMUM UNLESS NOTED OTHERWISE. GIRDER. Portland,OR 97204 THE OREGON STRUCTURAL SPECIALITY CODE WITH THE DESIGN LIVE LOADS LISTED 5. ALL EXPOSED STEEL & FASTENERS TO BE HOT DIP GALVANIZED. 6. SOLE PLATE TO JOIST OR 16d (3 "x0.135") AT 16" oc. tel addenbaughm n 236 7611/fax 03o2�6.9411 BELOW IN ADDITION TO DEAD LOADS: BLOCKING. 3"x0.131" NAILS AT 8" oc. TYPICAL FACE NAIL. 3" 14GAGE STAPLES ® 12"oc. QED PR°FFs FLOOR: 40 POUNDS PER SQUARE FOOT SAWN LUMBER: SAWN LUMBER SHALL CONFORM TO THE WESTERN WOOD ��� s/ PRODUCTS ASSOCIATION GRADING RULES. LUMBER SHALL BE S-DRY WITH SOLE PLATE TO JOIST OR ,..C.,19386 3-16d (3 d"x0.135") AT 16" 4. �,,- F� SUMMARY OF STRUCTURAL SCOPE: MAXIMUM MOISTURE CONTENT OF 19% TO BE SUBMITTED BY CONTRACTOR. BLOCKING AT BRACED WALL 4-3"x0.131" NAILS AT 16" oc. BRACED WALL PANELS. a ^--ir PROTECT STORED WOOD ON SITE FROM MOISTURE. THE SPECIES AND GRADE PANEL. 4-3" 14GAGE STAPLES PER 16" jf,„„.., 1. REPLACE DECK RAILING, JOISTS, LEDGER, SUPPORTING BEAM (EXCLUDING SHALL BE AS NOTED BELOW: ,,OREGON, BALCONY A2 AND B2 BEAMS), SUPPORTING POSTS, AND DECKING DIMENSIONAL LUMBER DOUGLAS FIR-LARCH #2 7. TOP PLATE TO STUD. 2-16d60 COMMONM Mx0.162)S TOENAIL EA. END. vF'pq1f A. lta���� TEMPORARY CONDITIONS: THE STRUCTURAL CONTRACT DRAWINGS AND PRESSURE TREATED LUMBER HEM FIR #1 3-3" 14GAGE STAPLES EXPIRES 12-31-15 1 SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THE DRAWINGS DO NOT 8. STUD TO SOLE PLATE. 4-8d COMMON (2XZ"x0.131") INDICATE THE METHOD OF CONSTRUCTION. THE STRUCTURE IS DESIGNED TO BE NAILING NOT SHOWN SHALL BE AS INDICATED ON FASTENING SCHEDULE. ALL 4-3"x0.131" NAILS TOENAIL. STABLE AS COMPLETED. THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN, BOLTS AND LAG SCREWS (HAND TIGHTEN) SHALL BE INSTALLED WITH STANDARD 3-3" 14GAGE STAPLES (/) o ERECTION, AND INSPECTION OF TEMPORARY SHORES, BRACES, ETC. THAT CUT WASHERS. CUTTING AND NOTCHING OF STUDS SHALL CONFORM TO IBC V J Q hRI - SUPPORT THE STRUCTURE AGAINST ALL ANTICIPATED LOADS INCLUDING GRAVITY, CHAPTER 23. ALL LUMBER IN CONTACT WITH CONCRETE SHALL BE PRESSURE 2-16d COMMON (3 "x0.162") WIND, AND LATERAL EARTH PRESSURES UNTIL THE COMPLETION OF THE TREATED. FRAMING ACCESSORIES AND STRUCTURAL FASTENERS SHALL BE 3-3" 0.131" NAILS END NAIL. z I" STRUCTURE. MANUFACTURED BY SIMPSON STRONG TIE. HANGERS NOT SHOWN SHALL BE 3-3" 14GAGE STAPLES = Q O SIMPSON TOP FLANGE. ALL FASTENERS AND HANGERS EXPOSED TO WEATHER z 9. DOUBLE STUDS. 16d (�"x0.135") AT 24" oc. � TEMPORARY CONSTRUCTION LIVE LOADS SHALL NOT EXCEED THOSE IN THE SHALL BE STAINLESS STEEL, OR SHALL BE CONSTRUCTED OF HOT DIP FACE NAIL. CDQ 3"x0.131" NAILS ® 8" oc. O DESIGN CRITERIA. GALVANIZED. 3" 14GAGE STAPLES ® 8" oc. J THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, AND SITE ALL PRESSURE TREATED LUMBER TO HAVE PRESERVATIVE CONFORMING w/ AWPA 10. DOUBLE TOP PLATES. 16d (Wx0.135") © 16" oc W 51 CONDITIONS. FIELD ENGINEERED DETAILS THAT DIFFER FROM THOSE DRAWN REQUIREMENT APPLIED TO ALL CUT SURFACES. 3"x0.131" NAIL AT 12" oc. TYP. FACE NAIL. m 3" 14GAGE STAPLES AT 12" oc. SHALL BE STAMPED BY AN ENGINEER REGISTERED IN THE STATE OF OREGON. c) DOUBLE TOP PLATES. 8-16d COMMON "x0.162" c) SPECIAL INSPECTION: THE OWNER SHALL EMPLOY AN ICC CERTIFIED SPECIAL ENGINEERED COMPOSITE LUMBERS: ENGINEERED COMPOSITE LUMBER SUCH AS ( ) MICROLAM LVL, PARALLAM PSL, AND TIMBERSTRAND SHALL BE OF THE SIZE AND 12-3" 0.131" NAILS LAP SPLICE. Z R INSPECTOR TO PROVIDE INSPECTION OF ITEMS AS REQUIRED BY IBC SECTION TYPE SHOWN ON THE DRAWINGS AND BE MANUFACTURED BY I-LEVEL BY 12-3" 14GAGE STAPLES 1701. WEYEHAEUSER. 11. BLOCKING BETWEEN JOIST 3-8d COMMON (2hx0.131") OR RAFTERS TO TOP PLATE. 3-3"x0.131" NAILS TOENAIL. SUBMITTALS: SHALL BE SUBMITTED TO THE ENGINEER VIA THE ARCHITECT NAIL TABLE: 3-3" 14GAGE STAPLES PRIOR TO FABRICATION FOR THE FOLLOWING: CONCRETE MIX DESIGN, 12. RIM JOIST TO TOP PLATE. 8d (2X"x0.1 31") AT 6" oc. CONCRETE REINFORCEMENT, STRUCTURAL STEEL, EPDXY, GLULAM BEAMS, PENNYWEIGHT SHANK DIA. LENGTH 3"x0.131" NAIL AT 6" oc. TOENAIL. BIDDER DESIGNED ITEMS. 8d 0.131" 2.5" 3" 14 GAGE STAPLE AT 6" oc. 10d 0.148" 3.0" 13. TOP PLATES, LAPS AND 2-16d COMMON (3�i"x0.162") ALL STRUCTURAL MATERIALS SHALL HAVE CURRENT ICC ENGINEERING REPORTS 16d 0.162" 3.5" INTERSECTIONS. 3-3"x0.131" NAILS FACE NAIL. O 3-3" 14GAGE STAPLES ALTERATIONS TO THE STRUCTURAL DRAWINGS SHALL BEAR THE STAMP OF AN NOTES: ENGINEER REGISTERED IN THE STATE OF OREGON. 1. NAILS MUST MEET THE REQUIREMENTS IN ASTM F1667. 14. CONTINUOUS HEADER, TWO 16d COMMON (3)"x0.162") 16" oc. ALONG EDGE. 2. USE PRE-BORED HOLES EQUAL TO 70% OF SHANK DIAMETER TO PREVENT PIECES. SPLITTING OF WOOD MEMBERS. EDGE AND END DISTANCES SHALL BE 15. CEILING JOISTS TO PLATE. 3-8d COMMON (23Z"x0.131") SUFFIENT TO PREVENT SPLITTING OF THE WOOD. 5-3"x0.131" NAILS TOENAIL. 3. TOE-NAILS SHALL BE DRIVEN AT AN ANGLE OF 30 DEGREES WITH THE 5-3" 14GAGE STAPLES 1.1 MEMBER STARTING 1/3 THE LENGTH OF THE NAIL FROM THE MEMBER END. 16. CONTINUOUS HEADER TO 4-8d COMMON (2) "x0.131") TOENAIL. 4. NAILS SHALL NOT BE OVER OR UNDER DRIVEN. TOP OF NAIL HEAD TO BE STUD. DRIVEN FLUSH WITH WOOD SURFACE. 17. CEILING JOISTS, LAPS OVER 3-16d (3rx0.162") COMMON 00 PARTITIONS (SEE SECT. MIN., TABLE 2308.10.4.1 FACE NAIL. PLYWOOD OR OSB SHEATHING: PLYWOOD OR OSB PANELS SHALL CONFORM TO 2308.10.4.1) 4-3"x0.131" NAILS 4-3" 14GAGE STAPLES THE REQUIREMENTS OF U.S. PRODUCT STANDARD PS 1 FOR CONSTRUCTION. PANELS SHALL BE APA RATED SHEATHING, EXPOSURE 1. PLYWOOD INSTALLATION 18. CEILING JOISTS TO 3-16d (3X"x0.162") COMMON SHALL BE IN CONFORMANCE WITH APA RECOMMENDATIONS. ALLOW 1/8 INCH PARALLEL RAFTERS (SEE MIN., TABLE 2308.10.4.1 FACE NAIL. SPACING AT ROOF PANEL ENDS AND EDGES, UNLESS OTHERWISE RECOMMENDED SECT. 2308.10.1, TABLE 4-3"x0.131" NAILS 2308.10.1). 4-3" 14GAGE STAPLES BY THE PANEL MANUFACTURER. 19. RAFTER TO PLATE (SEE 3-Sd COMMON (2) "x0.131") SECT. 2308.10.1, TABLE 3-3"x0.131" NAILS TOENAIL. 2308.10.1). 3-3" 14GAGE STAPLES 23. BUILT-UP CORNER STUDS. 16d COMMON (3XZ"x0.162") 24" oc 3"x0.131" NAILS 16" oc OWNER: 3" 14GAGE STAPLES 16" oc ANDREWS 24. BUILT-UP GIRDER AND 20d COM. (4"x0.192") 32" oc FACE NAIL AT TOP MANAGEMENT, LLC BEAMS. 3"x0.131" NAIL AT 24" oc AND BOTTOM 3" 14GAGE STAPLE AT 24" oc STAGGERED ON 5845 JEAN ROAD OPPOSITE SIDES. LAKE OSWEGO, OR 2-20d COMMON (4"x0.192") 97035 3-3"x0.131" NAILS FACE NAIL AT ENDS 3-3" 14GAGE STAPLES AND AT EACH SPLICE. ISSUE DATES: 25. 2" PLANKS. 16d COMMON (3"x0.162") AT EACH BEARING. 07,02.15-PERMIT 26. COLLAR TIE TO RAFTER. 3-10d COMMON (3"X0.148") 08.26.15-REV.1 4-3"x0.131" NAILS FACE NAIL. 4-3" 14GAGE STAPLES 27. JACK RAFTER TO HIP. 3-10d COMMON (3"X0.148") 4-3"x0.131" NAILS TOENAIL. 4-3" 14GAGE STAPLES 2-16d COMMON (3X"x0.162") FACE NAIL. 3-3"x0.131" NAILS 3-3" 14GAGE STAPLES 28. ROOF RAFTER TO 2x RIDGE 2-16d COMMON (3) "x0.162") BEAM. 3-3"x0.131" NAILS TOENAIL. 3-3" 14GAGE STAPLES 2-16d COMMON (33 "x0.162") 3-3"x0.131" NAILS FACE NAIL. 3-3" 14GAGE STAPLES JOB#: a. COMMON OR BOX NAILS ARE PERMITTED TO BE USED EXCEPT WHERE STATUS: OTHERWISE STATED. PRINTED m. STAPLES SHALL HAVE A MINIMUM CROWN WIDTH OF 745 INCH. GENERAL NOTES& SHEET INDEX sheetname 50 . 1 ORIGINAL SHEET SIZE:22"x34" ' E �� 1 u 0 r z (7w 1 i;„.. .. C` (n m CV cn h- a) i V u O µms._,— i- U o = z Ej �- o 1 1 —Ar— S7.2 S7.2 al � 4 13 4C B Si MADDEN&BAUGHMAN E N G I N E E R I N G , INC . 57.2 1 815 SW 2nd Avenue,Suite 350 571.2 2 Portland,OR 97204 S7.2 tel 503.236.761 I/fax 503.236.941 I nfo@maddenbaughman.com D-1 D-1 �� 1 II �.cc, D PROFFss, _ 2x8 PT JOISTS © 12" oc 2x8 PT JOISTS © 12 oc _ 2 2 + OREGO � S7.2 S7.2 S7.2 v�� fA. P�,�� 6x10 PT BEAM V 6x10 PT BEAM EXPIRES 12-31-15 BELOW Ul BELOW II Z L' ' — i 11- , ilu_\1\ iw) <9 C\\,1" (3) 2x4 IN FRAMED — — J L — — `'" 2LXEWFRAMED WALL BELO WALL BELOW 1 1 WALL BELOW Hm Z r 1 S7.1 NEW RAILING 1 S7.1 NEW RAILING = Q o REF ARCH REF ARCH 1 CD n Q O .D W J m E \ LACE \ EW E \ LA • GED \ EW = ALCO \Y PLA \ - TYPE 1 „) "A 1 " 3A C O \ Y D LA\ - TYPE " 3 1 " Z 1/2" = 1'-0" 1/2" = 1'-O" z D 0 2 _11 .1D co NOTES: 1. D-1 INDICATES SPAN DIRECTION TREX LATITUDES CAPTIVA DECKING w/ (2) GALVANIZED 16d TOENAILS --Ai— 16" oc EACH AT JOIST. SPAN DIRECTION AS INDICATED ON DRAWINGS. 1 2. D-2 INDICATES SPAN DIRECTION 232" WEYERHAUSER EDGE GOLD T&G STRUCTURAL PANEL RATED 32/16 S7.2 �i NAIL w/ 0.148"0x3" NAIL © 6" oc EDGE & 12" oc FIELD. OWNER: 1 3. INDICATES EXISTING FRAMING ANDDREWSMANAGEMENT LLC 5845 JEAN ROAD 2SII INDICATES NEW POSTS S7 2 4. �� LAKE OSWEGO, OR D-1 97035 461" / 1 + 5. CONTRACTOR TO CONDUCT COMPREHENSIVE CONDITION ASSESMENT & NOTIFY ENGINEER OF DAMAGE NOT SHOWN ON PLAN. ISSUE DATES: 2x8 PT JOISTS ® 12" oc 07,02,15-PERMIT 08,26.15-REV.1 2 (3) 2x4 IN FRAMED S7.2 WALL BELOW 6x10 PT BEAM 1 1.-- u�BELOW _. 746-4-"= ""-'="j-'-"4-'-1-4-1-'-'="j _ • (2) 2x6 IN FRAMED WALL BELOW S7.1 NEW RAILING REF ARCH E \ LACE3 \ EW JOB#: STATUS: 3ALCO \Y P LA\ - TYPE 77C 1 " PRINTED: PARTIAL/2" = 1 ,_0,, BALCONYFRAMING PLANS sheetname S2 . 1 ORIGINAL SHEET SIZE:22"x34" 0 .,-____________.:9 T 0. O ef O wr � Li 67---% w ~ ___.. ____. (� � MMM .-,.'.,. (r) O O ;s I- N r LI) CD w — H— O c` ,_ w Q = z —1\i— v Y J NO - .. . Q _I (, 4 (E) POST 9 S 1 S7.2 (E) GL 5)6x15 BEAMWV Ak BELOW (E) GL 51ix15 BEAM g - - - _� --",k - 1-,-1 - BELOW B MADDEN&BAUGHMAN L E N G I N E E R I N G , INC . 1 D-1 815 SW 2nd Avenue,Suite 350 D-2 Portland,OR 97204 ...„—Ni.... tel 503.236.7611/fax 503.236.9411 S7.2 2 S7.2 (E) WALL © (E) WALL info@maddenbaughman.com O + BELOW ® BELOW 8 D PROF (E) 6x12 HDR S7.2 (E) GL 53x15 BEAM ���E £s, BELOW BELOW �G I NFF o, f -Na— — % Q- 19386 ‘101--- a41.,..... 19386 <Y9 Y — _VN_ — YYV \ a OREGON [ 2x8 PT JOISTS © 12" oc 2x12 TAPERED PT JOISTS TO 7Y2" (REF ARCH) MIN ® 12" oc 6 `�F�Pp •f A MP�o �� (3) 2x4 IN FRAMES 6 3 - 0 WALL BELOW, REF S7.2 S7.2 EXPIRES 12-31-15 12/S7.2 2x PT RIM JOIST 111 S7.1 I . M •x10 PT BEAM BELO 1 TO WALL FOR BEAM . CONNECTION, TIP L _ _ PT 4x4 POST ABOVE (4) 2x4 POST IN p rn AND BELOW. 1'-6" x 1'-6" e 1 FRAMED WALL TO 7 (2) 2x6 POST IN FOOTING AT GROUND LEVEL SUPPORT BALCONY S7.2 4 FRAMED WALL TO ¢ O ABOVE, REF 1 S2.1 BOTH ENDS S7.1 NEW RAILING SUPPORT BALCONY o A ® NEW RAILING / 10 1 1 1 REF ARCH + OF RIM JOIST REF ARCH ABOVE, REF 1/S2.1 0= z z S7,2 i < J W E \ LAGED co_ NEW E \ LAG ED NEW01 3ALCO \Y .3LA \ — TYRE " 31 " 23ALCO \Y DLA \ — TYPE "A2 " Z M / F— z D 0 M OD NOTES: 1. D-1 INDICATES SPAN DIRECTION TREX LATITUDES CAPTIVA DECKING w/ (2) GALVANIZED 16d TOENAILS - 16" oc EACH AT JOIST. SPAN DIRECTION AS INDICATED ON DRAWINGS. 9 4 57.2 2. D-2 INDICATES SPAN DIRECTION 2/S2" WEYERHAUSER EDGE GOLD T&G STRUCTURAL PANEL RATED 32/16 (E) GL 536x15 BEAM® (E) GL 5J�x15 BEAM NAIL w/ 0.148"0x3" NAIL © 6" oc EDGE & 12" oc FIELD. BELOW BELOW OWNER: N7 — - - - - - - - -� — — - - - ANDREWS z 3. INDICATES EXISTING FRAMING MANAGEMENT, LLC D-2 5845 JEAN ROAD :51(E) WALL 4. Ai INDICATES NEW POSTS LAKE OSWEGO, OR BELOW S7.26 97035 (E) 6x12 BEAM S7.2 © (E) GL 5XSx15 HDR ® 5. CONTRACTOR TO CONDUCT COMPREHENSIVE CONDITION ASSESMENT & NOTIFY ENGINEER OF DAMAGE BELOW ® BELOW NOT SHOWN ON PLAN. ISSUE DATES: - - - — _ NA - -fofi7 WAH---Ki _YV — YV OA —ILY\ 07.02.15-PERMIT 2x12 PT JOISTS TAPERED TO 7X" MIN (REF ARCH) ® 12" oc (E) WALL 08.26.15-REV.1 6 BELOW S7.2 ►p _ _ `___. 2x PT RIM JOIST V` / J °C4N (2) 2x6 POST IN FRAMED WALL TO 7 (3) 2x4 POST IN SUPPT BALCONY ABOVEO,R REF 1/S2.1 S7 280TH ENDS SUPPORFRAMEDT VBALCONY ALL T S7.1 NEW RAILING OF RIM JOIST REF ARCH A BOVE, REF 2/S2.1 1 E \ LAGE3 \ EW JOB#: STATUS: OD3ALCO \Y PLA \ TYPE " 32 " PRINTED: 1/2- = 1'-0" PARTIAL BALCONY FRAMING PLANS sheetname S2 . 2 ORIGINAL SHEET SIZE:22"x34" NOTE: 0 NOTE: SHIM DTT2Z w/ FULL .:,�.H.,--,M°= SHIM DTT2Z w/ FULL DEPTH 18" PRESSUREDEPTH 18" PRESSURETREATED PLYWOOD ORe:---- o PL Y2 x22 Y2 STANCHION PL x2Y2 STANCHION FULL WIDTH LUMBER TREATED PLYWOOD OR COORDINATE w/ COORDINATE w/ ARCH FULL WIDTH LUMBER AS ARCH AS REQUIRED. NAIL (7-) H REQUIRED. NAIL w ;. 111 (18) 0.131 Ox2Y2 NAILS w/ (18) 0.131 "0x2Y2" NAILS JOIST PER PLAN (2) DTT2Z EA SIDE, - OFFSET PER 7/S7.1 (2) DTT2Z ONE FACE :- o 3/8 I (4) TOTAL % > 9 8d COMMON TYP. =- —ry -,- 0 z CII_AIIVIIjJ c .�" Q / S7.1 DECKING = zJ _II , Allillillwr.---mume• – D---oesim --___—_ L I --*-- _ \ _IIi, – REF. 5/S7.1 _Il1:1= REF. 5/S7.1 -I� SIM ;I--_ _ ---- ':::: - g ' I � N ALIGN LEADING EDGE OF > \ i MADDEN&BAUGHMAN 2ND SET OF DTT2Z ENGINEERING , INC . 815 SW 2nd Avenue,Suite 350 RAILING STANCHION PER WITH BACK OF FIRST orcan 4 tel 503.236.7611/fax 503.236.9411 1/S7.1 OR 4/S7.1 AS SET OF DTT2Z NOTCH STANCHION nfo@maddenbaughman.com LUS28 APPLICABLE PL 3/8" AROUND BASE PLATE RIM JOIST PER PLAN 5.\ctRED PROFess, 2x RIM JOIST PL 3/5" 6x BEAM �`,��GINe,-, NOTE:FACE NAIL 2x RIM JOIST TO w/ Y2"0x5" LAG SCREWS jp,,,-- a JOISTS USING MINIMUM (5) STANCHION BASE PLATE ,,ORECON,\ TO BEAM ON FACE 0.162"0x3" NAILS EA JOIST OPPOSITE OF DTT2Z `/F44�1f 22• MP00�� TYD I C A L STA \ C I 110 \ _EXPIRES 12-31-15 @) TO S I V JOIST PLA \ SECTIO \ A2 & 32 �A LI \ G CO \ \ ECTI O \ TYPICAL DEC < SAIL TO 3EAV 1"=1 ,,,, 1 1/2"=1'-0" CI 1 1/2"=1'-0" \�/ Q CV ,..9-1) i., 0_ NOTE: _ 0 REF 1/S7.1 FOR 0 o c INFORMATION NOT ,- SHOWN w 751 co JOIST PER PLAN RAILING STANCHION T REF 1/S7.1 NOTE: + o LINE OF BLOCKING as �, REF 1/S7.1 FOR REQUIRED TO PL Y2" STANCHION, REF IIINFORMATION NOT ACCOMMODATE DDT2Z SHOWN. 1/S7.1 , 4/S7.1 ® SIM (2) DTT2Z EA SIDE, -,�`- --0-- --,�-- -,/-- �(`— OFFSET PER 7/S7.1 RAILING STANCHION I 343 rI (4) TOTAL F- PER 1/S7.1 ® z _ '� 0 0 ,x ,2» , .■Ii=ice �i��= ■�ii� D �_ - — — r- 3" ® SIM I�` :� ���� 1Y2» --0-1\-- o \� REF. 5/S7.1 kir 11. —ism 0 �= 2" ® SIM ="I!IMP s X 2 SLOTTED %2/ 3Y2 i2� HOLES PL 3/s„ (2) DTT2Z PL 3�" (2) DTT2Z NOTE: 2x RIM JOIST FACE NAIL 2x RIM JOIST TO JOISTS USING MINIMUM (5) 0.162"0x3" NAILS EA JOIST STA \ CHID \ TO 1 \/ JOIST PLA\ C-5.) AILI \ G 3ASELATE 3ALCO \Y 91 DEC < All_ TO 3V 8 1 1/2"=1'-0" 1 1/2"=1'-0" 2 1 1/2"=1'-0" OWNER ANDREWS MANAGEMENT, LLC 5845 JEAN ROAD LAKE OSWEGO, OR 97035 (2) DTT2Z FIRST FULL ISSUE DATES: VARIES REF RAILING STANCHION SIZE BAY /y ARCH 3Y2" MAX REF 1/S7.1 „ c.:,_,:1/2____ 07.02.15-PERMIT DECKING, REF PLAN os,2s.15-REV.1 JOIST PER PLAN (2) %"0X5" LAG (HANGER NOT SHOWN COORDINATE TAB LOCATIONS w/ ARCH (2) DTT2Z SECOND SCREW PER 1/S7.1 FOR CLARITY) c 8 FULL SIZE BAY ON / . 7 1 OPPOSITE SIDES Y$ o o (\J ' �_ , 0 0 - TYP €, o o J---N > . \ +_ 8 -= - o REF. 5/S7.1 o , N\ \ _ (2) DTT2Z, PER 0 I \ 1/S7.1 > RAILING STANCHION JOIST, REF PLAN El 1/S7.1 ' ,c0 A307 JOB#: PL Y2"x2Y2 w/ REF PL Y2" STANCHION, REF THREADED ROD LINE OF FULL DEPTH STATUS: BM PER PLAN 9/s"x1 " SLOTTED HOLE ARCH k 1 & 4/S7.1 DTT2Z MAY BE 2X BLOCKING EA BAY PRINTED: INSTALLED IN FIRST BAY BETWEEN DTT2Z & WHEN SPACE ALLOWS EDGE JOIST FRAMING DETAILS sheetname TYPICAL STA \ TIO \ TO REAV PLA \ SECTIO \ \ S7 . 1 TYPICAL GATI \ G TABS PEP STA\T 0 CO \ \ I— CT @ � 1 g1,.=1'-0” 6 1 1/2"=1'-0" 1 1/2"=1' ORIGINAL SHEET SIZE:22"x34" 0 --N-- POST PER PLAN (E) JOIST BEYOND w/ (E) FRAMED WALL o - FRAMED WALL OVER \ SIMPSON CPS46 (FRAMED WALL NOT (E) BLOCKING (VERIFY z' z POST BASE SHOWN) IN FIELD) 0.148"0x3Y2" TOENAILS -J Jr I , © 6" oc I (I Q 5 %"0 ALL THREAD ROD o (E) SLAB ON (E) SHEATHING GRADE TAPERED JOIST, REF SHEATHING, REF PLAN I I 2x JOIST BEYOND REF. . -0 SET w/ SIMPSON SET PLAN in XP ADHESIVE TO POST PLAN III I0) AND FOOTING l _ IIII 'r . . n o \ \\ 1 I o \ Lu (2) Y4"0x3Y2" SDS .�-.- " " o '� \ \ SCREWS ® 12" oc HORIZ. = Z Q J d v _N z z I, c, ._ �n SQUARE FOOTING :° s s s (E) RIM JOIST CO =NCCo 2 #4 EA WAY S Alk �Wp � ( ) \ r� B 0 w o NAILING PER 6/7.2 o z ENGINEERING , INC . �-• MADDEN&BAUGHMAN \ PB I rtS SW 2nd Avenue,Suite 350 A35 RIM JOIST TO TAPERED JOIST, REF tel /f tel 503.236.761 I/fax 503.236.941 I \ \ < .(\1/7 X/X/X/ f/X/ Info maddenbaughman.com TAPERED JOIST (E) JOIST (CUT AT PLAN BEYOND FACE OF BLOCKING) 1-1 II HUS28 JOIST HANGER III HU28 JOIST HANGER, �` �cO. I N FF,s> 2x RIM JOIST ,/',II 1 �' k1s F�64- (E) BEAM �V/ SKEW AS REQUIRED a.p.-- a r -7- 1 '-6" LTP4 .0 12" oc, (E) OREGON /� / BM TO BLOCKING 'N£A1-41,'" 1 [EXPIRES 12-31-15 CDPOST EOOTI \ G AT SLAB RI JOIST TC JOISTTAPEED JOIST TO WALLTYPICL_ DECD LEDGE � o �1 1/2"=1'-0" 7 1 1/2"=1'-0" 4I 1 1/2"=1'-0" 3» � = Qo o � z 0 (2) Y4"0x6" SDS SCREWS III Iw O ,= TOE SCREWED FROM 2x FULL DEPTH IIII DECKING REF. PLAN POST TO BEAM EA SIDE. BEVELED BLOCKING 5 (4) TOTAL SCREWS TOP SHEATHING, REF PLAN I CO BOTTOM EA POST A34 ® 24" Y2"�x5" LAG SCREW oc PRE-DRILL HOLE. (E) FRAMED WALL I M DECKING PER PLAN ;��' Z POST ABOVE PER PLAN �— 0.148"0X3Y2" TOENAILS . < \ (E) SHEATHING ® 6 oc1r •y y• F , NOTE: NO POST ABOVE .t,i„,,������� , AT THIRD FLOOR S S Sz ' BALCONY. REF PLAN SHEATHING, REF PLAN I S AND ARCH `� �� (E) RIM JOIST I ' 1 O ---14S 1 k LUS28 HANGER '- POST BELOW PER PLAN JOIST, REF PLAN n J IIII 2x JOIST REF. PLAN WHERE SUPPORTING J SIMPSON A35 ANGLE PROFILED AT TAPERED I II JOIST, FULL DEPTH 1 FULL DEPTH BLOCKING (E) HEADER, REF PLAN i I 2 D2. W58 SPACERS EXISTING STRUCTURE. /� ( )HORIZ POST TO POST AT 3 EA V REF PLAN & ARCH. SPACED 16" oc 01 1/2"=11-0" UPPE 3 ( E) WALL AT JOIST I \TE V E D IATE JOIST SUPPORT 2 TO WALL C O \ \ ECTI O \ �� 5} (E) RIM BOARD (8) 1 1/2"=1'-0" 1 1/2"=1'-0" 3" �= 1 -0 " OWNER ANDREWS (E) TOP PLATE. TOP MANAGEMENT, LLC 5845 JEAN ROAD PLATE DISCONTINUITY LAKE 0SWEG0, OR IS ACCEPTABLE SHEATHING. REPLACE TO (E) CONDITION / NEAREST STUD TO A34 EA END OF 97035 �/ DEVELOP FULL EDGE BLOCKING NAILING �•L •u• ISSUE DATES: • BEARING BLOCK UNDER °,-,;v (E) SHEATHING PROFILED AT TAPERED _o_____„7 (E) FRAMED WALL 07,02.15-PERMIT BEAM. IF BEARING BLOCK IS GREATER THAN 1'-6" (E) STUD ASSEMBLY JOIST, FULL DEPTH 08,26.15-REV.1 STUD HEIGHT,IN REPLACE •' BELOW BEARING BLOCK WHERE SUPPORTING (E) SHEATHING . \ / EXISTING STRUCTURE. REF PLAN & ARCH. / °�• . SHEATHING, REF PLAN SECTION A-A (E) STUD WALL ASSEMBLY DECKING PER PLAN s s jr A ---/\/— z (E)LOOSOLE RASSEMPLATEBLY AND X ><- i F - . i ' (2) Y4"0x4Y2" SDS TOE I SCREWS FROM BEARING (E) BLOCKING (VERIFY BLOCK TO STUB IN FIELD) z z (E) JOIST (CUT AT JOB#: FACE OF BLOCKING) STATUS: Ft NG .- / � HUS28 JOIST HANGER (2) 0.148"0x3" NAILS PRINTED: BEAM PER PLAN 232" MIN BEARI (E) JOIST ® 6" oc I /— \ (E) BEAM LTP4 12" oc, (E) FRAMING DETAILS BEARING BLOCK OVER (E) STUDS (E) TOP PLATE BM TO BLOCKING TAPERED LEDGER TO sheetname e % MATCH JOIST, REF PLAN e 1EAM TO ( E) WALL POC '< ET POEILED JOIST TO 3EAv A2 & 32 LEDGES DETAIL NOT USED S7 . 2 1 1/2"=1'-0" 1 1/2"=1'-0" 6 �/ 1 1/2"=1'-0" 0N/A ORIGINAL SHEET SIZE:22"x34"