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Plans (390) BU P2015 - 00193 RECEIVED SEP 12015 g- ' o CID OFT1GARO 6 6 ' -: BUI iNG DIVISION 1'-0" 4'-0" 1'-2" & a I~ o A A3.1 A3.1 I / / / C _ .• z NEW 48"x60" 48"x60" g SH WINDOW SH WINDOW a __,_• _...- , , . -__ + kW� ' u "1 ,� to / \ ' m --1 = 36"x80" ' _ h EXIST/ __ __,./,_ - .36"'x80" 11 • �' DOOR • ~ DOOR TO m EXIST.28"x$0" T m 28"x80" �� • I L. REMAIN --- o - \ - - - DOOR TflJ OOR �J W 20 - -- REMAIN ��'� �_ .._ . .._ _-._ _: =r u - .. ___.. . -I - STORAGE C - - ----- - (I° ' STORAGE -- �+ Imp �. 06 ~� ROOM EXISTING BALCONYD inROOM = z _ � DECKING&JOISTSx N SIN ♦ 1$ f TO BE REPLACED k 4 v - I I ) --,< < i 1 1 lir 4 Sr 4 10 BELOW SHOWN DASHED41 o o /' _ - I40D ARCP. .. A2.6 8 r 1i ,Aes SINGLE 2x10 r �• � �.. ! I _ N N P.T.RIM JOISTj<411(.1 A 11 PIA • 1 I� X I I �a F _, Erg RYAN AusnN rI 31 1Ae PORTLAND,OREGON POST PER STRUCT. h - - t 1 Li. . . . . . . l �eT� . , . . . 5 1-T- DEAR BQ)LOOWB(EHOWN5r43 • 1 0" 1 0" 1 0 1 0 / REMOVED + Q 2x8 BLOCKING TY11 P. ,� f' 31 31 31 04 APPROX.9'-0112" .� OF a 6x10 BEAM PER STRUCT. 4` 0" 4' 0" 30 30 HANDRAIL ABOVE ti (VARIES+! 2") • /if II- - CORNER POST PER STRUCT.LOCATED SHOWN DASHED • q. 7 BETWEEN 1ST FLOOR&2ND FLOOR BALCONY, 7 L • AND 2ND FLOOR AND 3RD FLOOR BALCONY. / 6 L 6 A2.6 A3.1 A2.6 \ A3.1 N • • A2.6 BALCONY TYPE 'DV ' FRAMING 1 RCP PLAN A2.6 BALCONY TYPE 'DV ' PROPOSED A2.6 BALCONY TYPE 'D1 ' EXISTING 1• 0 SCALE: 112"=1'-0" i2 SCALE: 1/2"=1'_0" L� 11Q SCALE: 1/2"=1'-0" p cc C�7 r- 0. a O . < cc Z_ Q H GENERAL NOTES KEYNOTE SCHEDULE 1 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 RAIL[NG'Dx'PANEL WIDTH = 2.BALCONY NOMENCLATURE:UNIT TYPE,SUBTYPE(EXAMPLE:A2) 01 EXISTING EXTERIOR WALLS TO REMAIN.CLADDING&WRB TO BE REPLACED. co 02 EXISTG 2x4/2x6 WOOD FRAMED WALL TO REMAIN.REPLACE DAMAGED FRAMING& - SIM.A CORNER POST BEYOND Sim A Sim UNIT TYPE:REPRESENTED WITH AN UPPER CASE LETTER.THERE ARE(4) SHEATHING AS NEEDED.ADDITIONAL FRAMING&REINFORCING PER STRUCT. 1 ( 2 12 I 10 f 6 AIN DWELLING UNIT TYPES.SEE BUILDING REFERENCE PLANS ON A A5.1 A5.1 \ A5.1 SHEETA1,1 FOR UNIT LOCATIONS: 03 EXISTG CONC.SLAB ON GRADE BELOW TO REMAIN A5.1 ` T A3.10 04 EXISTG ROOF LINE ABOVE SHOWN DASHED. = rO -T- TYPE'A'UNITS:3 BEDROOM,2 BATH 05 EXISTG SOFFIT ABOVE @ 3RD FLOOR BALCONIES SHOWN DASHEDail_ ] I TYPE'B'UNITS:2 BEDROOM,2 BATH 06 EXISTG EXTERIOR STORAGE ROOM DOORS TO REMAIN UNLESS DAMAGED.REPLACE ='` i \ _ • TYPE'C'UNITS:1 BEDROOM,1 BATH DAMAGED DOORS w/SIM.DOOR PANEL.REUSE DOOR HARDWARE WHERE POSSIBLE. _ ' 'MI= - - I TYPE'D'UNITS:1 BEDROOM,1 BATH MINI �' MI • `" 10 NEW BALCONY P.T.BEAM PER STRUCT..BEAM:6x10;PRESSURE TREATMENT:AWPA USE LEVEL UC3B @ LEVELS 2&3,AWPA USE LEVEL UC4A @ LEVEL 1 I -- - --- - SUBTYPE:MINOR VARIATIONS REPRESENTED WITH A NUMBER 11 NEW 2x8 PRESSURE TREATED DECK JOISTS,SPACED 12"O.C.U.O.N. _ 12 NEW 2x12 JOISTS,CUT TO PROFILE(PER DRAWINGS),SPACED 12"O.C.U.O.N. �� IIPIL SUBTYPE 1 :TYPICAL BALCONY = --_ ��---- - . SUBTYPE 2:2ND FLOOR BALCONIES THAT ARE LOCATED OVER 13 NEW P.T.POST PER STRUCT.TO SUPPORT BALCONY BEAM ABOVE.SEE STRUCT. JGARAGES.ONLY UNIT TYPES A&B HAVE THIS SUBTYPE. DRAWINGS FOR SIZES&CONNECTIONS. • _Aggig°IA R1 mi. �. -20 NEW 1x6 COMPOSITE DECKING(TREX LATITUDES CAPTIVA DECKING OR APPROVED I - - - 'L'SHAPED CORNER - -- • Z3.KEYNOTE SCHEDULES CAN BE FOUND ON SHEETS A2.1,A2,3,A2.5,A2.6,A2.6,A3.1,A5,1, SIM)wl CONCEALEp FASTENERS.COLOR&TEXTURE T,B.D.;PROVIDE OPTIONS TO RAILING PANEL TYPE'Dz' A5.2,A5.3,A5.4&A5.5. ' a, � ' -MI 1OWNER FOR SELECTION.21 NEW 1x4(1.0"x3.5"NOMINAL)COMPOSITE DECKING TOP RAIL(TREXORAPPROVED -�' `;' - �� - SIM.);COLOR TO MATCH BALCONY DECKING;TEXTURE TO BE SMOOTH;REMOVE ALL - M- STICKERS&LABELS PRIOR TO INSTALLATION. - 22 CONTINUOUS SOLID PIECE OF LATITUDES'CAPTIVA'DECKING ALONG OUTSIDE EDGE. 'CANTILEVER DECKING OVER BALCONY SUPPORT BEAM 1".PRECISELY NOTCH 111 ■1 1 1DECKING AT RAILING POST LOCATIONS. ------ - I • 23 NEW 1x EXTERIOR CEDAR TRIM, NW- 24 PAINTED PRE-FINISHED GALVANIZED SHEET METAL FLASHING. - __ _1_1 _RI '101 EIE _ _• 25 PVC FIBERGLASS REINFORCED SINGLE-PLY WATERPROOF MEMBRANE wl PEDESTRIAN ..., m BALCONY PLAN LEGEND TRAFFIC SURFACE;PRODUCT:DEC-TEC'GUARDIAN;COLOR:PER CLIENT APPROVAL, _ � LEVEL �� ! - - - , _ - _T - PROVIDESAMPLES TO CLIENT0. �_ �.t1 _i1 - , - � �I�"�° r _ . 03 .� 8 9" ' I - 30 CODA ARCHITECTURAL"OPUS 50"STEEL GRATING RAILING PANELS(OR APPROVED (LEVEL 3 SIM.) , , i SIM).PANELS TO HAVE 1/8"x 1 3116"VERTICAL BARS SPACED 21/2"O.C.,AND 3mm DIA. © o 0 0 o a ` ' ` ' NEW WALL HORIZONTAL BARS SPACED 5 3116"O.C.; TOP RAIL: 3116"x2.5"STEEL BANDING w/ - OWNER: DOG-EAR BRACKETS PER DRAWINGS; BOTTOM RAIL&VERTICAL SIDE BARS: o ` I = ® ( (--, ' ` ANDREWS 3116"x1.25"STEEL BANDING wI DOG-EAR BRACKETS OR FULL HEIGHT ATTACHMENT BARS PER DRAWINGS; FINISH:HOT DIPPED GALVANIZED&POWDERCOAT FINISH END OF BEAM PER STRUCT. MANAGEMENT, LC .int 1 EXISTING WALL TO REMAIN (COLOR:"SIGNAL BLACK"RAL 9004).PROVIDE ALL WELDS&PREDRILL ALL HOLES ��_ A NEW 2x10 RIM JOIST P.1 5845 JEAN ROAD PRIOR TO GALVANIZING AND POWDEROATING. LAKE OSWEGO, OR . 31 TYP.BALCONY RAILING POSTS @ Al,B1,Cl &D1 BALCONIES:0.5"x2.5"x49.25"STEEL 21 2 Il NEW BEAM PER STRUCT. A5.1 97035 POST w/ATTACHMENT TABS AND BASE ATTACHMENT PLATE PER DRAWINGS; FINISH: CORNER POST BEYOND \--- EXISTING WALL TO REMAIN,REPLACE/REPAIR HOT DIPPED GALVANIZED&POWDERCOATED(COLOR:BLACK TO MATCH RAILING 'I FRAMING&SHEATHING AS REQ'D. PANELS). A ISSUE DATES: 32 2nd LEVEL BALCONY RAILING POSTS @ A2&B2 BALCONIES:0.5"x2.5"x49.25"STEEL PERMIT 07/02115 • POST w/ATTACHMENT•TABS AND BASE ATTACHMENT PLATE PER DRAWINGS; FINISH: A3.1 EXISTING WALL TO BE REMOVED HOT DIPPED GALVANIZED&POWDERCOATED(COLOR:BLACK TO MATCH RAILING A REV.01 08!24!15 - -- = PANELS). 1� 33 NEW HOLD-DOWNS PER STRUCT. 41 NEW HARDI PLANK SIDING w/7"REVEAL BALCONY TYPE 'D1 ' RAILING • 42 NEW PAINTED PLYWOOD SOFFIT.PROVIDE CONTINUOUS METAL SOFFIT VENT ALONG EXTERIOR EDGE A26 SIDE ELEVATION A2.6 BALCONY TYPE 'DI ' RAILING FRONT ELEVATION uSCALE: 1"=1'-0" 1 SCALE: 1"=1'-0" • • 3 )P?[�c --Cx�t� - ' SPECIAL iN$PECTION REQUIRED t#j1 0 Til a!'C] alt zs� �a �'� State of Oregon Structural Specialty Code --- -_ Aa •r•V-d Plans ❑ Concrete and Reinforcing Slee!- �`'� tj • B. � 1�t Date -�. . ❑ Boils installed in Concrete {1%c- t it ULA • ❑ Special Moment-Resisting Concrete Frame "t- 1501 ❑ Reinforcing Steel&Prestressing Steel Tendons .E �'ISIO SJOAB#: PER �l y7 t,/ STATUS: PERMIT .,Wctuml Welding PRINTED: 0 High•Strenght Bolting OFFICE COPY 8/21/2015 11:19:02 PM ❑ Structural Masonry ❑ Reinforced Gypsum Concrete BALCONY PLANS•TYPE D1 Insulating Concrete Fill ❑ Spray Applied Fire-Resistive Materials • ❑ Pilings,Drilled Piers and Caissons A2 .6 El Shotcrete Special Grading,Excavation and Filling ORIGINAL SHEET SIZE:22-x34' ❑ Smoke-Control Systems ❑ Other Inspections _ • • E 61 v O , , ... N N.- . 61 CC - d 0 ce / J O J d ,„ KEYNOTE SCHEDULE / M �{ • Ia 1A SIL l X d J I r�J to KEYNOTE DESCRIPTION i , ,, (,),-: 01 EXISTING EXTERIOR WALLS TO REMAIN.CLADDING&WRB TO BE REPLACED. 02 EXIST'G 2x4/2x6 WOOD FRAMED WALL TO REMAIN.REPLACE DAMAGED FRAMING& i_. (.„ o , o • SHEATHING AS NEEDED.ADDITIONAL FRAMING&REINFORCING PER STRUCT. oil , �1�t♦t�t♦t�1 �� IpuuuIIIr e ~ , 03 EXIST'G CONC.SLAB ON GRADE BELOW TO REMAIN _ "o" I'Mri ��---� N 04 EXIST'G ROOF LINE ABOVE SHOWN DASHED. __ , a v 05 • EXIST'G SOFFIT ABOVE @ 3RD FLOOR BALCONIES SHOWN DASHED 42 - - '® I , �� _ ' r 06 EXIST'G EXTERIOR STORAGE ROOM DOORS TO REMAIN UNLESS DAMAGED.REPLACE I , _ /' dtj„ DAMAGED DOORS w/SIM.DOOR PANEL.REUSE DOOR HARDWARE WHERE POSSIBLE. I - / ``GG�, ` G , 10 NEW BALCONY P.T.BEAM PER STRUCT..BEAM:6x10;PRESSURE-TREATMENT:AWPA I /' .. X17 ��j USE LEVEL UC3B @ LEVELS 2&3,AWPA USE LEVEL UC4A @ LEVEL 1 1 I / - / liR 14 RYAN AUSTIN ‘''.-ACA 11 NEW 2x8 PRESSURE TREATED DECK JOISTS,SPACED 12"O.C.U.O.N. \ 1_ '- IIIMI VI / IIIII 12 NEW 2x12 JOISTS,CUT TO PROFILE(PER DRAWINGS),SPACED 12"O.C.U.O.N. z ■ --' o - Al BALCONY - ■ � ._ PORTLAND,OREGON •13 NEW P.T.POST PER STRUCT.TO SUPPORT BALCONY BEAM ABOVE.SEE STRUCT. J r ■ �;� \ .a. iJ'?, #3749 �r• DRAWINGS FOR SIZES&CONNECTIONS. m = I �':� 20 NEW 1x6 COMPOSITE DECKING(TREX LATITUDES CAPTIVA DECKING OR APPROVED �_ LEVEL 3 _ r LEVEL 3 _ ' ` LEVEL 3 _ `� , �� 140E a ll SIM)w/CONCEALED FASTENERS.COLOR&TEXTURE T.B.D.;PROVIDE OPTIONS TO / 17' - 6" T 17' - 6" himiint_ ___________ 17' - 6" r A - -- -- OWNER FOR SELECTION. 21 • NEW 1x4(1.0"x3.5"NOMINAL)COMPOSITE DECKING TOP RAIL(TREX OR APPROVED yN w • SIM.);COLOR TO MATCH BALCONY DECKING;TEXTURE TO BE SMOOTH;REMOVE ALL -- ■ I I 11 rill = •• • STICKERS&LABELS PRIOR TO INSTALLATION. 21 _ --, a I / _ ,' 22 CONTINUOUS SOLID PIECE OF LATITUDES'CAPTIVA'DECKING ALONG OUTSIDE EDGE. / 31 A5.2 I _ CANTILEVER DECKING OVER BALCONY SUPPORT BEAM 1".PRECISELY NOTCH I / Z - � DECKING AT RAILING POST LOCATIONS. 30 _ I r Z. _ _ 23 NEW lx EXTERIOR CEDAR TRIM. - ■ k. 24 PAINTED,PRE FINISHED GALVANIZED SHEET METAL FLASHING. - I H\ - 25 PVC FIBERGLASS REINFORCED SINGLE-PLY WATERPROOF MEMBRANE w/PEDESTRIAN o -_ _ A2 BALCONY I _ • TRAFFIC SURFACE;PRODUCT:DECTEC'GUARDIAN':COLOR:PER CLIENT APPROVAL, J I _ PROVIDE SAMPLES TO CLIENT m C- s I SLOPE 1/4' :12 (f) O „ LEVEL 2 _ C LEVEL 2 - < �---- LEVEL 2 _ _ _ __ o 30 . CODA ARCHITECTURAL OPUS 50"STEEL GRATING RAILING PANELS(OR APPROVED SIM).PANELS TO HAVE 1l8"x 1 3/16"VERTICAL BARS SPACED 2112"O.C.,AND 3mm DIA. 8' - 9" �I 8' - 9" ��%%!,,1 �1��%% 8' - 9" 1�� ¢ HORIZONTAL BARS SPACED 5 3/16"O.C.; TOP RAIL: 3/16"x2.5"STEEL BANDING w/ 1 A♦♦♦♦♦♦♦♦♦ '�,♦♦♦•♦♦♦♦♦♦♦♦ ♦♦♦♦•♦♦♦♦♦♦•♦♦♦♦♦♦♦♦♦♦♦♦♦ O i. _ DOG-EAR BRACKETS PER DRAWINGS; BOTTOM RAIL&VERTICAL SIDE BARS: 10 _ II Wei L1 u CL, p¢ 3/16"x1.25"STEEL BANDING w/DOG-EAR BRACKETS OR FULL HEIGHT ATTACHMENT 0 BARS PER DRAWINGS; FINISH:HOT DIPPED GALVANIZED&POWDERCOAT FINISH 11 � (---- 7, ___ - \ 0 I I- --- � (COLOR:"SIGNAL BLACK"RAL 9004).PROVIDE ALL WELDS&PRE DRILL ALL HOLES , - z PRIOR TO GALVANIZING AND POWDEROATING. • EXIST.PRIVACY - NEW FLOOR JOISTS \ /' \ 31 TYP.BALCONY RAILING POSTS @ Al,B1,Cl &D1 BALCONIES:0.5"x2.5x49.25'STEEL FENCES TO REMAIN �I -- , / z POST w/ATTACHMENT TABS AND BASE ATTACHMENT PLATE PER DRAWINGS; FINISH: _ , PER STRUCT. (n 5 HOT DIPPED GALVANIZED&POWDERCOATED(COLOR:BLACK TO MATCH RAILING EXIST.CONC.PATIO C\ • PANELS). TO REMAIN J 32 • 2nd LEVEL BALCONY RAILING POSTS A2&B2 BALCONIES:0.5"x2.5"x49.25"STEEL BASEMENT LEVEL 1/741 LEVEL 1 , ,' POST w/ATTACHMENT TABS AND BASE ATTACHMENT PLATE PER DRAWINGS; FINISH: LEVEL 1 , m HOT DIPPED GALVANIZED&POWDERCOATED(COLOR.BLACK TO MATCH RAILING (BASEMENT)) - (BASEMENT) (BASEMENT) NU) 0' - 0" 0' _ 0„ 0' _ 0" cn PANELS). I 1 sr 4irn �t4llli14L J 33 NEW HOLD-DOWNS PER STRUCT. _ ° 0 41 NEW HARDI PLANK SIDING w/7"REVEAL '1 42 NEW PAINTED PLYWOOD SOFFIT.PROVIDE CONTINUOUS METAL SOFFIT VENT ALONG _ ' EXTERIOR EDGE. _ • • A3.1 SECTION @ PROPOSED 'C1 ' BALCONIES Ai' SECTION THROUGH PROPOSED BALCONIES 'Al ' & 'A2' A3.1 SECTION THROUGH EXISTING BALCONIES 'Al ' & 'A2' 1 SCALE: 1/4"=1'-0" 1 SCALE: 1/4"=1'-0" 2 SCALE: 1/4"=1'-0" - r z .. . 0,, ,,44,,J,,p,,,o-,, iiii,,,, 1" .._ ! . I .:••. 4I I o v tit 1 , II t tt��ttt pAtttt•. lb\ 1 61Vttttt�llttt �, a ,►�110\*„�l'Ittt 42 ' 1 42 I I/1 �� • 1 •• • _ - i i • . i>- 1 :,...,, s �.. OWNER■11111 . . I o = III immo ANDREWS .11111 1 ® ® - �� C MANAGEMENT, LLC ■11111 LEVEL 3 - ;P X11111 lii LEVEL 3 -m - 0I I _. B1 BALCONY r7 _ ■ 5845 JEAN ROAD 11- 7 - 6 �� =. 17' - 6" ® lir �s �'" H ■��' LAKE OSWEGO, OR Er ti ` - = LEVEL 3 - ■C LEVEL 3 --� NEW CORNER POSTS _ I T 17 6 - ;� 97035 PER STRUCT. ill 1 1mIJ _ ------- - 21 - 2111 , 311 ISSUE DATES: 1I 1 ■ �_ ■. PERMIT 07/02/15 30 1 30 1 .. 1111 I 1111111 . / \ REV.01 08/24115 31 4111• 11111111 \ '�� 1 , 1 1111 vi z 1 I IIS I..�� - o I - ■1 1 ■ 111111 m ® 4 . AlliA5.1 111111 1' I O ► _ � �� LEVEL 2 Illill LEVEL 2 I 1. um „ m - � �--- B2 BALCONY - :,w •, 111- �. i�� N 11118 - % r r- " 8 - 9 . SLOPE 1/4 .12 ■I:1 i' 10 \ LEVEL 2 ■jam LEVEL 2 ■ 11 I� 10 �i 8' - 9" �1��'�� - 9" IP IP 11 ' EXIST.PRIVACY __ , . ,.., FENCES TO REMAIN FI BALCONY FIRST FLOOR BALCONIES = I WHERE PRESENT s ONLY OCCUR AT THE 0 EASTERN TWO UNITS OF _ EXIST.CONC.PATIO BUILDING 11452(ADJACENT - TO REMAIN NEW FLOOR JOISTS UNIT IS OF TYPE• , t .14 .� / � / JOB#: 1501 LEVEL 1 LEVEL 1 0 � • PER STRUCT. 14 . (BASEMENT) (BASEMENT) IE STATUS:PERMIT IA 0 - 0 0 - 0 �if111i1 • � __ _ A LEVEL 1 LEVEL 1 PRINTED ! 10 0 (BASEMENT) (BASEMENT) 8/21/201511:17:51 PM r - NEW FOOTING PER _ 17 i 11 0' - 0" 0' - 0" STRUCT.BENEATH SLAB I - - - ° - I ° @ CORNER POSTS "� - BALCONY SECTIONS • A3.1 1 1 A3.1 A3.1 1 1 1 1 A3.1 1 I I 1 A3 . 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" 3 SCALE: 1/4"=1'-0" 4 SCALE: 1/4"=1'-0" ORIGINAL SHEET SIZE:22"x34" • • 30 // C/ o 0 • 21 5/4x6 HANDRAIL N ti 13 t o, _ G � .10.', o • A5.1 o NEW DECKING 20,NEW DECKING ABOVE 17• 0 L i , I / TYP.@ /A5.1 �/ 1- MIDDLE POST i../ 1/4" 22 ' tJ o J ' BEAM BELOW SHOWN TYP'@ / 20 . CORNER OF BUILDING DASHED 11,NEW BALCONY JOIST FLOOR CORNER POST— J, L z o ro 10,BELOW LEVEL w _j, SHOWN DASHED I. 1 , N c N SUPPORT POST BASE SUPPORT POST BASE FLANGE 31 31 VERTICAL SUPPORT POSTS w N HOLD-DOWN&LAG BOLT � 9 FLANGE CONNECTION CONNECTION @ BEAM BELOW • T 5 _ = CONNECTIONS PER STRUCT. � U @BEAM BELOW 1 LLi SHOWN DASHED J DRAWINGS CONTINUOUS 112"x 1 112" 30 STEEL GRATINGw o 1 zzT7_ SHOWN DASHED tz —z T� M LLL I� }v f l PARALLEL TO BEAM SPACED — ";�,„ — METAL PANEL 6 = 31,VERTICAL 31 i u �� I I 114 FROM BEAM EDGE 20 IX N SUPPORT POST N METAL GRATING PANEL III a _� -- -_ —I '�� CONNECTION TO SUPPORT I I 22 • POST TAB BELOW __ 112 P.T.FURRING STRIPS - -1 N \ '°' '°' ATOP BEAM.ALIGN wl „",,,,, i---7 \� LEVEL dti„ x 30,METAL GRATING PANEL. 22 JOIST LOCATIONS — — — ""'"" — _ "� Q�'�+�`'Ai.�� ` HORIZ.RODS ABOVE SHOWN DASHED 30 �� NEW SUPPORT BEAM PER STRUCT. ",,- �a a_—Cr: $ �T 4 a • 30 ___"_ 31 ,NEW RAILING SUPPORT POST 5 I j-° %J V' a METAL GRATING PANEL RYAN AMAIN\-. rl • CONNECTION TO SUPPORT �� w/DOUBLE ATTACHMENT FLANGES A5.1 = __ _- POST TAB BELOW • 3/16"x 1 1/4"PERIMETER 30,NEW RAILING PANEL 33 - - _ - --'� • 3/16"x 1 1/4"VERTICAL BARS OF METAL PANEL FRAME BELOW 10 t1-) PORnnNo,oRE•Gc METAL GRATING PANEL TOP RAIL OF PANEL ABOVE 10 NEW BEAM PER STRUCT. #5743 ��' " OF O A5.1 CONNECTION @ SIDE POST A5.1 CON■ @ CENTER POST A5Q.1 RAILING POST CONNECTION RCP A5.1 BALCONY EDGE DETAIL A5.1 TYP. NEW BALCONY RAILING SECTION 17 SCALE: 1 1/2"=1'-0" 13 SCALE: 1 1/2"=1'-0" V SCALE: 1 1/2"=1'-0" 5 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 H • TO MATCH RAILINGS IS AN o • ACCEPTABLE ALTERNATE.) 31 — NEW CORNER POST imm. mom 21 PER STRUCT. a ____ 22 k--- (1) O FLOOR -• _ 30 - I o — Y`\ PRE DRILL TOP RAIL OF PANEL W/ LEVEL , 1Et F—"- 1/4"DIAHOLES@S"O.C. Q 1 F- • 30 BEYOND , , . ;:iiiil,.... F- 318"x 1 314"HEX BOLT CONNECTION _ - '.;;_-,_ _ 31 I� .• O w/WASHERS BOTH SIDES SIM. N 0 0 31 BEYOND l ) - , EC • CONDITION @ BOTTOM OF PANEL. - o o - Q FINISH TO MATCH STEEL RAILINGS -- _ _ SiiiIN, ----------- Sim • 0 0 5 VERTICAL SUPPORT POST TOP o o A5.1 . ` • �� ICO 0 ATTACHEMENT TAB o o N n_ I -=11 30 - A- MIilidui — — — �' — FLOOR _ _ • _ • I III � m ��/ 2X10 P.T.RIM JOIST - o 0 0 o LEVEL Ia s:+ = c) � . Fir• >/ 1 0 33 10 LINE OF 2x10 P.T.RIM JOIST BEYOND - - � inn A" RAILING TO CENTER POST CONNECTION 11 6 W iv SCALE: 3"=1-0" A. NEW CORNER POST A5.1 PER STRUCT. , • S.S.SCREWS,SPACED 5"O.C. A5.1 'D1 ' A5.1 I 1 (HOT DIPPED GALVANIZED SCREWS BALCONY EDGE DETAIL NEW D1 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 2Y I PRE-DRILL TOP RAIL OF PANEL w/ KEYNOTE SCHEDULE J 1/4"DIA HOLES @5"O.C. 3/8"x 1 3/4"HEX BOLT CONNECTION KEYNOTE DESCRIPTIONimmini • — w/WASHERS BOTH SIDES SIM. D CONDITION @ BOTTOM OF PANEL. 01 EXISTING EXTERIOR WALLS TO REMAIN.CLADDING&WRB TO BE REPLACED. FINISH TO MATCH STEEL RAILINGS 02 EXIST'G 2x4/2x6 WOOD FRAMED WALL TO REMAIN.REPLACE DAMAGED FRAMING& SHEATHING AS NEEDED.ADDITIONAL FRAMING&REINFORCING PER STRUCT. CIO VERTICAL SUPPORT POST TOP 03 EXIST'G CONC.SLAB ON GRADE BELOW TO REMAIN ATTACHMENT TAB 04 EXISTG 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. • DRILLED HOLES FOR ATTACHMENT 10 NEW BALCONY P.T.BEAM PER STRUCT..BEAM:6x10;PRESSURE-TREATMENT:AWPA MANAGEMENT, LLC • 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)wl CONCEALED FASTENERS.COLOR&TEXTURE T.B.D.;PROVIDE OPTIONS TO PERMIT 07102115 OWNER FOR SELECTION. I 1 SCALE: 3"=1'0" NOMINAL)COMPOSITE DECKING TOP RAIL(TREX OR APPROVED / \ REV.01 08124115 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'■i PANEL'Dy' TO MATCH RAILINGS IS AN DECKING AT RAILING POST LOCATIONS. • ACCEPTABLE ALTERNATE.) 23 NEW lx EXTERIOR CEDAR TRIM. 21 24 PAINTED,PRE-FINISHED GALVANIZED SHEET METAL FLASHING. 4 25 PVC FIBERGLASS REINFORCED SINGLE-PLY WATERPROOF MEMBRANE w/PEDESTRIAN • II; j !; TRAFFIC SURFACE;PRODUCT:DEC-TEC'GUARDIAN;COLOR:PER CLIENT APPROVAL, • IY '1IY 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 ,-=c--'i 1/4"DIA HOLES @ 5"O.C. SIM).PANELS TO HAVE 1/8"x 1 3/16"VERTICAL BARS SPACED 21/2"O.C.,AND 3mm DIA. • 2'---------__________ 3/8"x 1 314"HEX BOLT CONNECTION HORIZONTAL BARS SPACED 5 3/16"O.C.; TOP RAIL: 3/16"x2.5"STEEL BANDING w/ • l_ DOG-EAR BRACKETS PER DRAWINGS; BOTTOM RAIL&VERTICAL SIDE BARS: w/WASHERS BOTH SIDES SIM. 3116"x1.25"STEEL BANDING wl DOG-EAR BRACKETS OR FULL HEIGHT ATTACHMENT CONDITION @ BOTTOM OF PANEL. BARS PER DRAWINGS; FINISH:HOT DIPPED GALVANIZED&POWDERCOAT FINISH FINISH TO MATCH STEEL RAILINGS (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: • HOT DIPPED GALVANIZED&POWDERCOATED(COLOR:BLACK TO MATCH RAILING 8/21/2015 11:42:33 PM • —._ 30 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. 41 NEW HARDI PLANK SIDING wl 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" ,,I.--- ' g _________, . 0 i \ EX CE \ EAL \ OTES , CE \ EAL ,,-,_ , „, ,;„. DRAWI \ G CO \T . CO \T. -- a 4�_ oZ- S0.1 GENERAL NOTES AND SHEET INDEX FASTENING SCHEDULE MINIMUM U.N.O (DETAILS SUPERSEDE) ._, o 0 S2.1 PARTIAL BALCONY FRAMING PLANS STRUCTURAL STEEL: CONFORMS w/ IBC 2010 TABLE 2304.9.1. REFER TO IBC FOR CONDITIONS NOT SHOWN. 0 S2.2 PARTIAL BALCONY FRAMING PLANS STEEL SHAPE: GRADE AND YIELD STRENGTH: -�'� ^ � oN CONNECTION FASTENING °'m LOCATION ~ n 0 S7.1 FRAMING DETAILS WF ASTM A572 GRADE 50, ASTM A992, GRADE 50 .-'� o 0 CHANNEL , PLATES, AND ANGLES ASTM A36 0 0 1. JOIST TO SILL OR GIRDER. 3-8d COMMON (2l�"x0.131") o o o S7.2 FRAMING DETAILS HSS ASTM A500 GRADE B, Fy = 46 KSI 3-3"x0.131" NAILS TOENAIL. 10 H 3-3" 14 GAGE STAPLES z z 0 1. SPECIFICATION: DESIGN, FABRICATION, AND ERECTION SHALL FOLLOW THEE CV o "AISC SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF 2. BRIDGING TO JOIST. 2-8d COMMON (2) "x0.131") STRUCTURAL STEEL FOR BUILDINGS" WITH THE "COMMENTARY" AND "CODE OF 2-3"x0.131" NAILS TOENAIL EA. END. G E \ E A L \ O Y E SSTANDARD PRACTICE . 2. 2-3" 14GAGE STAPLES WELDING SPECIFICATION: WELDING SHALL CONFORM TO THE AMERICAN 3. 1"x6" SUBFLOOR OR LESS TO 2-8d COMMON (2X"x0.131") FACE NAIL. Ak 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 (2J�"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. „ ENG I N E E R I N G , I N C . 4. WELD MATERIAL: ALL WELDS SHALL BE MADE WITH E70XX ELECTRODES AND 5. 2" SUBFLOOR TO JOIST OR 2-16d COMMON (31 'x0.162 ) BLIND AND FACE NAIL. elssw2nd Avenue,Suite 35o STRUCTURAL SUMMARY: DESIGN FORCES ARE BASED UPON REQUIREMENTS OF SHALL BE 3%6" MINIMUM UNLESS NOTED OTHERWISE. GIRDER. - Portland,OR97264 tel 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 (3Y2"x0.135") AT 16" OC. ino@ma dentia6.7611/hman.t fax 236.9411 info@maddenbaughman.tom BELOW IN ADDITION TO DEAD LOADS: BLOCKING. 3"x0.131" NAILS AT 8" oc. TYPICAL FACE NAIL. • 3" 14GAGE STAPLES @ 12"oc. FLOOR: 40 POUNDS PER SQUARE FOOT SAWN LUMBER: SAWN LUMBER SHALL CONFORM TO THE WESTERN WOOD \,��ED PROFFss/o PRODUCTS ASSOCIATION GRADING RULES. LUMBER SHALL BE S-DRY WITH SOLE PLATE TO JOIST OR 3-16d (3Y2d"x0.135") AT 16" �,c_I\e-, t 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. c).,Q-- �,,�q -z- PROTECT STORED WOOD ON SITE FROM MOISTURE. THE SPECIES AND GRADE PANEL. 4-3" 14GAGE STAPLES PER 16" '"" ' 1. REPLACE DECK RAILING, JOISTS, LEDGER, SUPPORTING BEAM (EXCLUDING SHALL BE AS NOTED BELOW: - ,OREGON BALCONY A2 AND B2 BEAMS), SUPPORTING POSTS, AND DECKING 7. TOP PLATE TO STUD. 2-16d COMMON (3.k"x0.162) �F Gi 22 \9a�� DIMENSIONAL LUMBER DOUGLAS FIR-LARCH #2 3-3"x0.131" NAILS TOENAIL EA. END. 'RO,yf A 9,PO� TEMPORARY CONDITIONS: THE STRUCTURAL CONTRACT DRAWINGS AND PRESSURE TREATED LUMBER HEM FIR #1 3-3" 14GAGE STAPLES EXPIRES 12-31-15 SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THE DRAWINGS DO NOT 8. STUD TO SOLE PLATE. 4-8d COMMON (2.k"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 CO o n ERECTION, AND INSPECTION OF TEMPORARY SHORES, BRACES, ETC. THAT CUT WASHERS. CUTTING AND NOTCHING OF STUDS SHALL CONFORM TO IBC J SUPPORT THE STRUCTURE AGAINST ALL ANTICIPATED LOADS INCLUDING GRAVITY, CHAPTER 23. ALL LUMBER IN CONTACT WITH CONCRETE SHALL BE PRESSURE 2-16d COMMON (3X2"x0.162")" 0.131" NAILS END NAIL. �, 3-3 WIND, AND LATERAL EARTH PRESSURES UNTIL THE COMPLETION OF THE TREATED. FRAMING ACCESSORIES AND STRUCTURAL FASTENERS SHALL BE z IX STRUCTURE. MANUFACTURED BY SIMPSON STRONG TIE. HANGERS NOT SHOWN SHALL BE 3-3" 14GAGE STAPLES = Q 0 SIMPSON TOP FLANGE. ALL FASTENERS AND HANGERS EXPOSED TO WEATHER z TEMPORARY CONSTRUCTION LIVE LOADS SHALL NOT EXCEED THOSE IN THE SHALL BE STAINLESS STEEL, OR SHALL BE CONSTRUCTED OF HOT DIP 9. DOUBLE STUDS. 3"x16d (3�1 x NAILS AT 24" oc. 0 O (..q DESIGN CRITERIA. GALVANIZED. 3"x0.131' AES o " FACE NAIL. 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 (3Y2' 0.135") @ 16" oc L 5 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 SHALL BE STAMPED BY AN ENGINEER REGISTERED IN THE STATE OF OREGON. 3" 14GAGE STAPLES AT 12" oc. DOUBLE TOP PLATES. 8-16d COMMON (31<i"x0.162") o ENGINEERED COMPOSITE LUMBERS: ENGINEERED COMPOSITE LUMBER SUCH AS M SPECIAL INSPECTION: THE OWNER SHALL EMPLOY AN ICC CERTIFIED SPECIAL MICROLAM LVL, PARALLAM PSL, AND TIMBERSTRAND SHALL BE OF THE SIZE AND 12-3" 0.131" NAILS LAP SPLICE. z F 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 (2X2x0.131") • OR RAFTERS TO TOP PLATE. 3-3"x0.131" NAILS TOENAIL. Q SUBMITTALS: SHALL BE SUBMITTED TO THE ENGINEER VIA THE ARCHITECT NAIL TABLE: 3-3" 14GAGE STAPLESFmm PRIOR TO FABRICATION FOR THE FOLLOWING: CONCRETE MIX DESIGN, 12. RIM JOIST TO TOP PLATE. 8d (2X2"x0.131") 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.k"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 ALTERATIONS TO THE STRUCTURAL DRAWINGS SHALL BEAR THE STAMP OF AN NOTES: 3-3" 14GAGE STAPLES ENGINEER REGISTERED IN THE STATE OF OREGON. 1. NAILS MUST MEET THE REQUIREMENTS IN ASTM F1667. 14. CONTINUOUS HEADER, TWO 16d COMMON (3Y2"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 (2X2"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 J MEMBER STARTING 1/3 THE LENGTH OF THE NAIL FROM THE MEMBER END. 16. CONTINUOUS HEADER TO 4-8d COMMON (2Y2"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 (3.i "x0.162") COMMON M 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 (Wx0.162") 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 3-8d COMMON (2X2"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 (3X2"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") 4-3"x0.131" NAILS FACE NAIL. 08.26.15-REV.1 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 (3Yx0.162") BEAM. 3-3"x0.131" NAILS TOENAIL. 3-3" 14GAGE STAPLES 2-16d COMMON (31i"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 s0 . 1 ORIGINAL SHEET SIZE.22"x34" • • ' E 0 _�J T n , g r7 L " W ~ J � 3 ] (n N C-•—�.1� � I� 7 _J lY U � /\ 1- O O V— [r'—` O O5. fW- Q E z 0 �.-- a < J CL S7.2 S7.2 �� gh + ' MADDEN&BAUGHMAN %%411 0 / ENGINEERING . INC . 815 SW 2nd Avenue,Suite 350 2 Portland,OR 97204 S7.2 tel 503.236.761 1/fax 503.236.941 1 info@ madde n Baugh man.com • D-1 D-1 . 1 ,��RED PROFESS ,.`'��INE�./oar 2x8 PT JOISTS ® 12" oc 2x8 PT JOISTS © 12" oc 19 � rcy,,,, a- 2 2 2 ,OREGON S7.2 S7.2 S7.2 vF°� 22, 19<& 6x10 PT BEAM V 6x10 PT BEAM BELOW BELOW EXPIRES 12-31-15 �� ++ 41 X11 �` �� __. A _. 2LL I— — —BELOW (2) 2x6 IN FRAMED (2) 2x6 IN FRAMED "' WALL BELOW 2LXEWFRAMED ALL BELOW 1 zrc 1 S7.1 NEW RAILING S7.1 NEW RAILING = r 0 REF ARCH REF ARCH 1 Z 0o I— LU ca E \ LAGE3 \ EW E \ LAGGED \ EW _ c) `� 3A CO \Y PLA \ TYPE "Al " 3A C0 \ Y DLA\ - TYKE " 3199 Z Z • CL) 1/2" = 1'-0" 1/2" = 1'-0" Q I- z D 0 • D W 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. 1 2. D-2 INDICATES SPAN DIRECTION 232" WEYERHAUSER EDGE GOLD T&G STRUCTURAL PANEL RATED 32/16 S7.2 NAIL w/ 0.148"0x3" NAIL © 6" oc EDGE & 12" oc FIELD. OWNER: 3. INDICATES EXISTING FRAMING ANDREWS Jr Jr INDICATES LLC S71.2 2 5845 JEAN ROAD 4. " 1111 INDICATES NEW POSTS S7 11� LAKE OSWEGO, OR D-1 V5. CONTRACTOR TO CONDUCT COMPREHENSIVE CONDITION ASSESMENT & NOTIFY ENGINEER OF DAMAGE 97035 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 • 1L- „,74. ._... ..........,....,...,=..,_,_ _,_,_...__,_.7 BELOW 41/ (2) 2x6 IN FRAMED i . WALL BELOW 1 S7.1 NEW RAILING REF ARCH + . E \ LA CE3 \ EW SOB#: STATUS: 3ALC 0 \Y P LA \ TY D E ' C1 " PRINTED: 3)C PARTIAL BALCONY 1/2" = 1'-0" FRAMING PLANS sheetname • S2 . 1 ORIGINAL SHEET SIZE:27x34" • �- ' E 0 0 6 z--. ..-S,, n _ 0 _- 6_) Z' o ) (n H ow E 0) 7 CD ----2n zv � o D 7 I- 0 6--=;1, o 0 o H = z i V S7.2 S7.2 (E) GL 5Y8x15 BEAM (E) POST BELOW (E) GL 5Y8x 15 BEAM Ah + - - - _.--t _ CX� BELOW B \ MADDEN&BAUGHMAN I ENGINEERING , INC . 1 D-' 815 SW 2nd Avenue,Suite 350 D-2 Portland,OR 97204 S7.2 2 tel 503.236.7611/fax 503.236.9411 / +S7.2 (E) WALL © (E) WALL info@maddenbaughman.com BELOW ® BELOW 8 \ (E) 6x12 HDR \S7.2 (E) GL 5YSx15 BEAM ��FD PROFESS/ �� BELOW - \ BELOW ` �G I NES �� +-. fel f �A- - 1 19386 l + VYV VB - V- - Y1V \ 1 ,�.- �' 17 .. 2x12 TAPERED PT JOISTS TO 7Y2" (REF ARCH) MIN © 12" oc ,,,OREGON ,`OR zG__O 2x8 PT JOISTS © 12" oc 6 -r4E 1 MP�� (3) 2x4 IN FRAMED 3• I /1\ WALL BELOW, REF (1t3 EXPIRES S7.2 12-31-15 S7.1 I [ „ .x10 PT BEAM BELOe TO12/WALL FOR BEAM + - ,- 2x PT RIM JOIST 111 -- • - 1 " CONNECTION, TYP / L _ ( ) Q N PT. 4x4 POST ABOVE (4) 2x4 POST IN - - v , p AND BELOW. 1'-6" x 1'-6" e 1 FRAMED WALL TO 7 (2) 2x6 POST IN FOOTING AT GROUND LEVELAllh SUPPORT BALCONY S7.2 �� FRAMED WALL TO z O 1 A ® NEW RAILING ABOVE, REF 1/S2.1 BOTH ENDS S�� NEW REF ARCHNG SUPPORT BALCONY Fc_. a 10 1 1 REF ARCH OF RIM JOISTABOVE, REF 1/S2.1 S7.2 S7.2 1 0 O 0 2 ~ 1.11 El m E \ LAGEC \ EW E \ LAGE3 \ EW = Z 3ALCO \Y PLA\ - TYPE " 31 " 3ALCO \Y PLA \ - TYD E "A2 " Z M 1. ) 1/2" = 1'-O" 1/2" = 1'-0" I- Z D 0 . . .1 _1D co . . NOTES: • 1. D-1 INDICATES SPAN DIRECTION TREX LATITUDES CAPTIVA DECKING w/ (2) GALVANIZED 16d TOENAILS -i\r- 16" oc EACH AT JOIST. SPAN DIRECTION AS INDICATED ON DRAWINGS. 9 S74.22. D-2 INDICATES SPAN DIRECTION 23/32" WEYERHAUSER EDGE GOLD T&G STRUCTURAL PANEL RATED 32/16 (E) GL 5Y8x15 BEAM® (E) GL 5Y8x15 BEAM 1 NAIL w/ 0.148"0x3" NAIL ® 6" oc EDGE & 12" oc FIELD. BELOW ,- 411v.i- _______,____ OWNER 3. Jr i. INDICATES EXISTING FRAMING ANDREWS MANAGEMENT, LLC D-25845 JEAN ROAD (E) WALL 4. 1111 INDICATES NEW POSTS LAKE OSWEGO, OR BELOW 6 97035 S7.2 ' (E) 6x12 BEAM S7,2 r Ill (E) GL 5Y8x15 HDR 5. CONTRACTOR TO CONDUCT COMPREHENSIVE CONDITION ASSESMENT & NOTIFY ENGINEER OF DAMAGE l BELOW40 NOT SHOWN ON PLAN. ISSUE DATES: BELOW VV M - FEA I•I/ \ \ - - - • `L - yY - _D "V I, • 7. 2. 5PERMIT 08.26.15-REV.1 2x12 PT JOISTS TAPERED TO 7Y2" MIN (REF ARCH) CO 12" oc (E) WALL 6 BELOW S7.2 \ _ ✓� 2x PT RIM JOIST -- 711 ]E _I\ (2) 2x6 POST IN FRAMED WALL TO 7 (3) 2x4 POST IN SUPPORT BALCONY S7.2 FRAMED WALL TO ABOVE, REF- 1/S2.1 BOTH ENDS S7.1 NEW RAILING SUPPORT BALCONY OF RIM JOIST REF ARCH A BOVE, REF 2/S2.1 1 E \ LAGGED \ EW JOB#: STATUS: 3) 3ALCO \ Y DLA\ TYRE " 32 ”32 " PRINTED: '( PARTIAL BALCONY 1/2" = 1'-0" FRAMING PLANS sheetname . S2 . 2 _ . ORIGINAL SHEET SIZE:22"x34" NOTE: oc w. NOTE: SHIM DTT2Z w/ FULL - - � ';,- SHIM SHIM DTT2Z w/ FULL DEPTH 18" PRESSURE . j -0- .. DEPTH 18" PRESSURE PLYWOOD OR - PL Y2 x2Y2 STANCHION TREATED PLYWOOD OR PL Y2 x2Y2 STANCHION FULL WIDTH LUMBER -, Z o oCOOR DINATE w/ FULL WIDTH LUMBER AS COORDINATE w/ AS REQUIRED. NAIL ,; o REQUIRED. NAIL w/ w/ (18) 0.131 "4x2Y2" � �� 0 II (18) 0.131 "4x2Y2" NAILS NI NAILS -. _o � H N i` JOIST PER PLAN (2) DTT2Z EA SIDE, (2) DTT2Z ONE FACE1 W = 0, --,P-- \ OFFSET PER 7/S7.1 =' D 0 o 3/8 I 4X (4) TOTAL 3/8 > 1 9 8d COMMON TYP. ccr=—=� W o 0 S7.1 DECKING 0= J NzOJ ilI_JW _ � �� P —�—, Q JV l - IIM :1111) ,,,,, I i REF. 5/S7.1 Ijiii .h1U1Ii , V '.---101111P AM\ 1 :_ i ,n = — _ — REF. 5/S7.1 _ —_ ° ° SIM 1I I --11— - - _ ---- ':--- ° ° v ALIGN LEADING EDGE OF \ MADDEN&BAUGH MAN E N G I N E E R I N G , INC . 2ND SET OF DTT2Z 815 SW 2nd Avenue,Suite 350 RAILING STANCHION PER WITH BACK OF FIRST Portland,OR 97204te1503.236.7611/fax 503.236.9411 info @ madd en baughman.com 1/S7.1 OR 4/S7.1 AS SET OF DTT2Z NOTCH STANCHION LUS28 APPLICABLE PL 3/8" AROUND BASE PLATE - RIM JOIST PER PLAN \,`,�c PROFFss� 2x RIM JOIST PL 33/8" 6x BEAM c.��1s3 6 \4)o 9 NOTE: FACE NAIL 2x RIM JOIST TO w/ Y2"4x5" LAG SCREWS a -/I1L -711' JOISTS USING MINIMUM (5) STANCHION BASE PLATE ,OREGON 0.162"4x3" NAILS EA JOIST OPPOSITE OF DTT2Z TO BEAM ON FACE �FOMf A. Mao�22, �`� TYDTYpl CAL STA \ C 1110 \ EXPIRES 12-31-15 TO SIV JOIST PLA \ SECTO \ 0 ) A? & 32 . AILI \ G CO \ \ ECTIO \ TYPICAL DECK 'AIL TO 3EAV a ,.7 1"=1,,,, 1 1/2-.1,,,, 1 /I 1 1/2 =1'-0" a N / zc, Q O e-- o NOTE: z REF 1/S7.1 FOR 0 O 0 INFORMATION NOT ,- SHOWN UJ 5J JOIST PER PLAN RAILING STANCHION m REF 1/S7.1 o NOTE: LINE OF BLOCKING as r, REF 1/S7.1 FOR REQUIRED TO ' PL Y2" STANCHION, REF INFORMATION NOT ACCOMMODATE DDT2Z SHOWN. 1/S7.1 , 4/S7.1 SIM (2) DTT2Z EA SIDE, --V`_ _-VL- --V"_ -1+_ ---^_ OFFSET PER 7/S7.1 Q RAILING STANCHION 3/8 > N ak (4) TOTAL I— PER 1/S7:1 \\I ® Z '( _ ,� — 3" ® SIM r 1110�e 11 - 2" ® SIM REF. 5/S7.1 » „ I I 516 X 2" SLOTTED )2, 3Y2 �' --�- --�'- --_`- --1-- HOLES PL 3/s" (2) DTT2Z PL 3/8" CO (2) DTT2Z NOTE: 2x RIM JOIST FACE NAIL 2x RIM JOIST TO JOISTS USING MINIMUM (5) 0.162"0x3" NAILS EA JOIST • 8 STA \ CHID \ TO SIV JOIST, DLA \ �AILI \ G 3ASEPLATE 3ALCO \Y D1 DEC < .AIL TO 3V 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 / /, ARCH 3Y2" MAX REF 1/S7.1 , 7,7,4,____ 07.02.15-PERMIT DECKING, REF PLAN 08.26.15-REV.1 JOIST PER PLAN (2) 5/8"0X5" LAG (HANGER NOT SHOWN COORDINATE TAB (2) SCREW PER 1/S7.1 FOR CLARITY) / LOCATIONS w/ ARCH - 8 FULLD SIZE BAYSECOND c- / S7.1 OPPOSITE SIDES i w > _ \ + _wantwaatt* Y8 / !\_ _V 0 0 0 . "c\i , --'__ "-) 1): ir , TYP > Ei - - 0 0 = es REF. 5/S7.1 ° ° , _ 4.7 _ 71_ , . . N-- (2) DTT2Z, PERI N 1/57.1 'N\ O RAILING STANCHION of N \ 1/ JOIST, REF PLAN PER 1/S7.1 ``' Y2"4 A307 Joe#: PL Y2"x2Y2 w/ REF THREADED ROD PL Y2" STANCHION, REF LINE OF FULL DEPTH STATUS: BM PER PLAN 9/16"x1 " SLOTTED HOLE ARCH k 1 & 4/S7.1 DTT2Z MAY BE 2X BLOCKING EA BAY BETWEEN DTT2Z & PRINTED INSTALLED IN FIRST BAY EDGE JOIST WHEN SPACE ALLOWS - FRAMING DETAILS sheetname TYPICAL STA \ TIO \ TO 3EAV PLA\ SECTIO \ C-,) S7 . 1 TYPICAL G �ATI \ G TABSDEP STA \TIO \ CO \ \ ECT @ � 1 Coll, 1"=1'-0„ 6 1 1/2"=1'-0" 1 1/2"=1'-0" ORIGINAL SHEET SIZE:22"x34" F' � E J ;, --N-- POST PER PLAN (E) JOIST BEYOND w/ (E) FRAMED WALL 6-----,�7 0 FRAMED WALL OVER • \ SIMPSON CPS46 (FRAMED WALL NOT (E) BLOCKING (VERIFY Cr - 0 z POST BASE SHOWNz ) IN FIELD) 0.148"�x3Y2" TOENAILS �� " © 6" oc III -% o 5 5/8"0 ALL THREAD ROD o (E) SLAB ON (E) SHEATHING SHEATHING, REF PLAN 2x JOIST BEYOND REF. �3 —o GRADE TAPERED JOIST, REF �, I 717 SET w/ SIMPSON SETPLANI PLAN XP ADHESIVE TO POST AND FOOTING -` I Io \ �' / I Lu I (2) Y4"�x3Y2» SDS 2 w : o \ 1 ' SCREWS ® 12" oc = z A- \ - 1 HORIZ. J N o Z s sI (E) RIM JOIST J w z in SQUARE FOOTING ° ' s N \ •• 1 i,:>: ,r(f) w Co = Noo (2) #4 EA WAY \ • ak, S B 1 0L--= Ln \ w w o NAILING PER 67.2 i rx ENGINEERING , INC . it z 815sw nDENnuBAUGHMAN • 1'111'1 \ Portland,OR 97204 A35 RIM JOIST TO TAPERED JOIST, REF � te1503.236.7611/fax 503.236.9411 \ \ \X/\X/X/��/��X/ TAPERED JOIST (E) JOIST (CUT AT PLAN f info@maddenbaughman.com // / BEYOND FACE OF BLOCKING) it HUS28 JOIST HANGER c�ED PROFFss, 2x RIM JOIST II HU28 JOIST HANGER, <<, 19386 rp (E) BEAM SKEW AS REQUIRED a 1 '—6" LTP4 ® 12" oc, (E) ° OREGONI / / • BM TO BLOCKING F,po�ME A. Ma�� AEXPIRES 12-31-15 g POST EOOTI \ G AT SLAP . 11\/ JOIST TO JOIST TAPERED JOIST TO WALL TYPICAL DEC < LEDGES o � 1 0 1 1/2"=1'-0" C 1 1/2"=1'-0" 4 1 1/2"=1'-0" 0 3" _ -0" a0 1 z � = 7,-c VA z � V (2) Ya"0x6" SDS SCREWS O 0Q 2x FULL DEPTH III 1 2 TOE SCREWED FROM I11 DECKING REF. PLAN POST TO BEAM EA SIDE. SHEATHING, REF PLAN BEVELED BLOCKING I� 1 w m (4) TOTAL SCREWS TOP AND BOTTOM EA POST (E) FRAMED WALL A34 24" oc IL PRE-DRILL HOLE. Y2"�x5" LAG SCREW o Z DECKING PER PLAN \ POST ABOVE PER PLAN 0.148"0X3Y2" TOENAILS (E) SHEATHING @ 6" oc s 1— ,' NOTE: NO POST ABOVE S .;��r,�r��rr�� 1 AT THIRD FLOOR ,--›- 4 BALCONY. REF PLAN \` SHEATHING, REF PLAN 11Y wN S AND ARCH — (E) RIM JOIST M \ _' 1 O / S s 7A �- POST BELOW PER PLAN JOIST, REF PLAN 1L _1 LUS28 HANGER In SIMPSON A35 ANGLE • ill 11 2x JOIST REF. PLAN PROFILED AT TAPERED I D . JOIST, FULL DEPTH CO EWHERE XISTING STRUCTURE. (E) HEADER, REF PLAN II FULL DEPTH BLOCKING A (2) D2W58 SPACERS RTING REF PLAN & ARCH. �\ I SPACED ® 16" oc POST TO POST AT 3EAVHORIZ. CLD 1 1/2"=1'-0" . UPPED 3ALCO \ Y ( E) WALL AT JOIST I \TEVEDIATE JOIST SUPPORT TO WALL CO \ \ ECTIO \ (E) RIM BOARD g 2 1 / 3" 1'-0» OWNER: ANDREWS (E) TOP PLATE. TOP • MANAGEMENT, LLC PLATE DISCONTINUITY 5845 JEAN ROAD IS ACCEPTABLE SHEATHING. REPLACE TO LAKE OSWEGO, OR (E) CONDITION NEAREST STUD TO 97035 DEVELOP FULL EDGE A34 EA END OF _J.l_•�• NAILING BLOCKING ISSUE DATES: BEARING BLOCK UNDER • • n�v X (E) SHEATHING PROFILED AT TAPERED _7z (E) FRAMED WALL 07.02. 5-PERMIT BEAM. IF BEARING BLOCK IS GREATER THAN 1'-6" (E) STUD ASSEMBLY JOIST, FULL DEPTH (E) SHEATHING os.2s.�s-REv.� REPLACE ° BELOW BEARING BLOCK EXISTING STRORTING UCTURE. IN HEIGHT, ,�_ STUD ASSEMBLY REF PLAN & ARCH. ° SHEATHING, REF PLAN SECTION A-A (E) STUD WALL ASSEMBLY DECKING PER PLAN s s A fENLkssPELAmTBEAND I LY J (2) Y4"ox4Y2" SDS TOE I SCREWS FROM BEARING (E) BLOCKING (VERIFY BLOCK TO STUB IN FIELD) •z z (E) JOIST (CUT AT JOB#: • • ° FACE OF BLOCKING) STRINATUS:TED HUS28 JOIST HANGER A-- r (2) 0.148"0x3" NAILS BEAM PER PLAN /2Y2" MIN BEARINGP(E) JOIST 6" oc (E) BEAM FRAMING DETAILS BEARING BLOCK OVER LTP4 © 12 oc, (E) (E) STUDS (E) TOP PLATE BM TO BLOCKING TAPERED LEDGER TO sheetname 0A MATCH JOIST, REF PLAN 1 WALLA2 & 32 LEDGE � DETAIL \ OT USED S7 . 2 3EAV TO ( E) POC P � OEILES JOIST TO 3EAV 1 1/2"=1'-0" C9) 1 1/2"=1'-0" 1 1/2"=1'-0" 0 N/A ORIGINAL SHEET SIZE:22"x34"