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Plans l�U S�J /V G6 G /�/� ��PEaPRGFF e S a GENERAL NOTES �` �5 �G1NE,,,;‘ 1. CONTRACTOR TO VERIFY EXISTING CONDITIONS tro X c i BEFORE CONSTRUCTION OR DEMOLITION ¢77939 v Ile2. FINISHES AND COLOR BY OWNER �.( RECEIVED OREv 4�C „I �A' 4 EXPRES ,2.31-20 r-, MAR 1 4 2016 COPYRIGHT 2018 ISI CIT `OF fIGARO LEGEND Miller Consulting Engineers,Inc. REVON BUILDrING DIVISION (N)10.YEAR BATTERY SMOKE/CARBON SD MONOXIDE DETECTOR(ANSI/UL 2075 AND 288 COMPLIANT),TYP. et mi ,, MILLER ,,,,,\''-',-''''' 1 CONSULTING ENGINEERS 9570 SW Barbur Blvd Suite One Hundred Portland.OR 97219 Phone 503.246.1250 Fax 503.246.1395 .':3 www.miller-se.corn • \ 1 I DN Z `0 \-- W 14 3'-0 7B• VERIFY SD Z 2x4 AT 16"WOOD FRAMED STUD WALL FACE 0 0 SCREW TO FLOOR JOISTS W/(2)SDS25300 TOP AND BOT.AT 7'APART CA.JOIST AND STUD U F— U (.N)FURRING Q „,.,1-- d O WALL BELOW Z W -SEE SECTION A U ¢o LNt LGFT I- ~ F: DRAWN BY: BCH CHECKED BY: W.•8 PROJECT NO: 150975 ISSUE DATE: 02.16.2018 1 l O! I a! 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(E)SLOPED _____7_ ROOFRAFTERS 1 ---r __i drAll 5, ,--1 IREMOVE(E) PLYWOOD t ADD NEW SUPPORT ti FLOORING BEFORE REMOVAL OF I I I I I I EXISTING FRAMING %' I MILLER - -- _ CONSULTING I 1 ENGINEERS —i , Q ) j _ j 4 9570itSW a rbur ed t��-.....J)) ._-_.. __. _.... . ._ _. _. _....... ... — — — Suite One Hundred ® — Pu Portland, 97219 = Phone OR6.1250 I Fax 503.246.1395 , — - I www.miller-se.com REMOVE /n,\ a (E)CEILINGA (E)CEILING 2x6 AT 78'0.0. 2n8 AT 16.O.C. jjj Com\ l/ / I I (E)BEA ILGL (E)BE WALL �� Z E WALL WAL (E)VAULTED CEILING - .... - - (E)STAIR I 0 -'' i DROP I Cl) LADDER TO N BE 1i REMOVED UJJ Z — — — — o U o - � 1 P I r FED U - - — , .._ , _ Q ao � I � _._ ___.._. ..-------.._ Z W ii Qo cc ino o� i N� 1 i DRAWN BY: BCH CHECKED BY: 1e,-...-, 1 ' jEl VAULTED CEILING PROJECT NO: 150975 ISSUE DATE: 02.16.2016 , 1 1 ` f I I 1 I °j 1 F l x I I U'm1 1 wO ' i ',.. Z WI °I j �y C. 1 wa i 1 1 i SHEET CONTENT EXISTING MAIN FLOOR CEILING FRAMING 1 EXISTING MAIN FLOOR CEILING FRAMING WITH DEMO I LINE IS2 INCHES 1 SHEET S1.07 112'=1'-9' AT FULL SCALE S1 .07 (IF NOT 7.SCALE ACCO9OaALY) i ,,pkO PRO,n GENERAL NOTES a aGI NFF PO 1. CONTRACTOR TO VERIFY EXISTING CONDITIONS fs ? eW 77939 T. BEFORE CONSTRUCTION OR DEMOLITION ,t.,:r c 4r h'c! E Or,P 1 !EXPIRES:12-31-2011 l COPYRIGHT 2016 Miller Consulting Engineers.Inc. A an e e 2x12 STAIR STRINGER CUT FOR STAIRS WI 58.01 2118 DR_#2 STRONG BACK AT 16"O.C.W/ 2 i t SOS25300 SCREWS AT 12"O.C. 58.01 (N)4x12 HEADER 58.01 Mk 07- - \ — — —� MILLER 6 G CONSULTING _ _ � ' _ V II 58.01 I I I I I ENGINEERS I I DN. I I I I \ I I 4x8 DF/L#2 I ( I 9570 SW Barbur Blvd 11 r Suite One Hundred \ LU546 HANGER 23/32"APA RATED SHTG WI Portland, .2 97219 I I ( I I 110d AT 6"O.C.EDGES AND Phone 503.246.1250 711:7 (2)1 3!4'11 I V4"LVL 2.OE V!! 12"O.C.IN THE FIELD Fax 503.246.1395 ///��� (UNBLOCKED) www.miller-se.com fl f'l r / STAGGE 2IAT 8°O.C. I BEARING WALL _ / STAGGERED BELOW STAIRS 1 S8.01 58.01 (N)DOOR HEADER I I I I III I ( I I SIM. SIM. MIN.(2)2x8 I I 11 I I I I I I ! l s 1 58.01 0801 ( I I II I I I IZ SIM. SIM. (N)2x8 DR.#2 AT 12"O.C. ( O I E5 1 i III I I I I I LLN W ` I I I / I , I z I III I I I I I I O I 0 Z o I I I III / . - 11 I I I I F i w - LI LI L LJ LII j I- I- U — to 5z 1 WALL OPENING O Z CD z S8.01 BELOW i U O IA CY co_ci • 5Oti u7 (N)WALL/FLOOR LEDGER S8.01 TO BE CONT.OVER WALL ( N C9 OPENING BELOW DRAWN BY: BCH CHECKED BY: PROJECT NO: 150875 ISSUE DATE 02.16.2016 I 61 1 a; _! a1 El I Iwl l m T -- i I • 1 H — �4 SHEET CONTENT PROPOSED 2ND FLOOR FRAMING 1 PROPOSED 2ND FLOOR PLAN W/ FLOOR FRAMING S1.08 LINE IS 21NCHES SHEET ,/2"-1-0" AT FULL SCALE I S1 .08 (F NOT T-SCALE ACCORDINGLY) 00 GENERAL NOTES W�y���DI E asp/O L CONTRACTOR TO VERIFY EXISTING CONDITIONS y BEFORE CONSTRUCTION OR DEMOLITION 5 77939, I 2. SEE 4/S8.01 FOR TYPICAL WALL FRAMING i i RECON LLE !EXPIRES:12-31-2001 COPYRIGHT 2016 Miller Consulting Engineers,Inc. i is \ - r - il__R__ I II___ __N_/ 1 i_______N__viL___N_____L 14 CONSULTING L ADD FURRING AS MILLER REQ'D FOR 2x6 ENGINEERS o: WALL CAVITY V m I 9570 SW Barbur Blvd 1 , Suite One Hundred 54.02 Portland,OR 97219 Phone 503.246.1250 (E)2x12 AT /// (E)2x8 AT 16' ' Fax 503.246.1395 (E)2x12 (N)4x10 DFA.#2 J f1 O�C (E)2x8AT 16" www.miller-se.com HEADER I -- — — — — — I — — — — — _ — — -- .- - —_ —__J _.___ _ _ i ADD MIN.2x4 DF/L#2 AT 32^D.C.WI(4) (E)BEARING--.....„,,..„ SDS25300 SCREWS EA.END-SEE SECTION O WALL_\ a0 FOR ADDITIONAL REQUIREMENTS K CD w (E)COLLAR TIE AT 32.O.C. (N)FURRING -VERIFY MIN.2x4 Wt(4) WALL BELOW /� ft SDS25300 SCREWS \\ -SEE SECTION / \ ui (E)BEARING > WALL Z 0 — — — _ 0 Z 0 U U — — — -- — — — — ADD FURRING AS REO'D FOR 2x6 WALL CAVITY I- � V L _ I'. r,--ii iii n n 7 P. II ii r r,—....,—......?,. _---1-_.l Q Z a0 0 ZIA U ,o Ce rn o *5 �C I- ,-I DRAWN BY: BCH w CHECKED BY: (7 K 2 PROJECT NO: 150975 Li ISSUE DATE: 02.18.2018 t • l I 1 w1 = 01 O 1 ' 11 1zl i'LII I i • ✓L5.LAR SHEET CONTENT PROPOSED ROOF FRAMING PLAN 1 PROPOSED ROOF FRAMING PLAN LINE IS2INCHES i SHEET si-lo ,12•=1'-0 AT FULL SCALE I C� O (IFNorr-scaFAccoaolNCLn J oD PRO (,0 re,0INr6•p spa it 17919 O,EG 0, 'nn 73‘.11,,P yLFL E C1'`F EXPIiiES:1231-20 r1 COPYRIGHT 2016 �'- Miller Consulting Engineers,Inc. z FACE NAIL AT B°O.C. .__ INTO FURRING BOARD ! , , Iljl., la VERIFY MIN.2x4 W/(4) VERIFY M SCREWS(4) MILLER L END AT I9'0.C- - CONSULTING , V' 1/2 GYP. ENGINEERS 2X FURRING AT- 2x FURRING WALL W/ 1P' CEILING AS DTC CLIP W/114'GAP REQ'D,TYP. AT 32'O.C. 9570 SW Barbur BIW VENTING AND INSULATION PER ORSC REQUIREMENTS--_ ":+ Suite One Hundred DESIGNED BY OTHERS Portland,OR 97219 A' m Phone 503.246 1250 Fax 503.246.1395 www.miller-se.com E7 I FINISH PER OWNER Ic O DESIGNED BY OTHERS AA LRU26Z TYP. ...---- „A” �/1 x�- •/ I1I r 1 I 1 1 1 1 1 1 1 -- i�l�l II 11.��11 -II.1II�11.11-H.I-11..11 /1 1 l t 1 1 1 i 1 / 1 1 ,. - o „./..----' - , i STAIR HANDRAILS AND m GUARDRAIL DESIGNED „I > BY OTHERS F Z 1 o k • 15 U o W V 11 IIIIHIPIIIIII 11111111111111(11 111111 111 INEMIIIIIIIIIMME111111= Et �o 4'-3 3/9' / 14 TREADS AT 11'=12'-10" ' DRAWN BY: BCH , .4 it CHECKED BY. JGMn `u 7 PROJECT NO: 150975 ISSUE DATE: 02.19.2016 ZZ of 1 , 1. a! 1� zl 1 _ i ol ! . 1 j EI 1 XI ( i i is SHEET CONTENT PROPOSED BUILDING SECTION 1 PROPOSED BUILDING SECTION S4.02 1/2•=1'-0" L. LINE IS 21NCHES I SHEET AT FULL SCALE S4.02 SF NOT?-SCALE AOCORONGLp --11,/\--,.- (E)WALL FRAMING W/ A��PRO,cFS (N)2x4 X 3'-0"LONG ,AOI N6CP Si 1 EXTENTION WI(4) (E)WALL STUD 77939 y REMOVE(LATE SDS25300 EVENLY f \\L SPACED TO FULLY (N)2x48LK'G x1'5" 1 �``1 2x8 LEDGER W/(3)SDS25312 AT 16' BEAR ON(N)BM WI(3)SO525300 EA • � O.C.CENTERED INTO EA.STUD(AT I SIDE OF(E)STUD �i �` oa`� Q.~ SIM.(2)SD925312) I (E)WALL FRAMING •1 '" 4 (N)FLOOR FRAMING (N)SHTG PER PLAN— \ LLE CNP, PER PLAN (N)SHTG PER PLAN 1 • ' A EXPIRES:17.31-2011'` \\ AT SIM;PARALLELA L I (N)FLOOR FRAMING PLAN �\ a COPYRIGHT 2016 a 1 'O BEAR ON BM \�\�\ ill (N)(6)SDS25300 Miller Consulting Engineers,Inc. t_�_�����►_M1►��_�M��_... ►� v j C-1 ♦ �\ . INTO STUD AND � !VI�� 1 J • - - d 1t , 0 1 \ i ...---1,1 \�\\ ` BLMG ' / 0 +' CUT(E)FRAMING LUS28 / BEYOND (2)SDS25300 AT JOISTS MILLER o THAT LAP (N)BEAM PER PLAN-INSTALL CONSULTING/ /�q� PRIOR TO FLOOR ABOVE ` ENGINEERS / '\ 9570 SW Bartwr Blvd LEDGER TO WALL Suite One Hundred a✓ Portland,OR 97219 • 1 FLOOR TO WALL CONNECTION 2 FLOOR TO WALL CONNECTION AT BUMPOUT 3 AT EACH SIDE OF WALL OPENING BELOW Fax 5 3.246.1395 S8.01 Fax 503.246.1395 1 u2=ro S8.01 ,1n"=1'0" www.miller-se.com S8.01 11n•=r-o• 4x10 DF/L (1)2x6 KING STUD, 4x10 DFIL v #2 OR BTR. TYP. 62 OR BTR. I I (E)WALL FRAMING II II //--LSTA9 S -" I EA 510 TYP. I j a d 1 1 I��\\ (N)FLAT BLK'G i BIWN WALL 2212 STAIR STRINGER WI (E)WALL FRAMING j A34 AT- '� \A\\, FRAMING WI(2) 2x6 STRONGBACK EA.SIDE Z 1 32"O.C. / o� 10d AT EA.END ' 1 (N)FLOOR FRAMING \�\� '^ DOOR PER PLAN \�\' v, WINDOW OPENING WIDTH OPENING WIDTH (N)FLOOR FRAMING ' • \ C,) PER PLAN AT SIM:PARALLEL TO 1 �i WALL I -__. _����'_""I �!ra�l \\\\,� 2x BLK'G ' 'r 2x SILL I IN1 \4 __wJ 2x4 PLATE W/(2)18d TO EAI FLOORFRAMING JOISTBLK'G �•�_1 PER PLAN 1 L FM IIIIIIIIB O �i'' 10tl AT 16"0.C. r 1 Z F \ Mal 1,0 r0U 44"MAX.IN `BOTTOM (,)2x8 TRIMMER tOI AT 6'O.C. I ' CUT(E)FRAMING 1 SLEEPING AREAS PLATE STUD,TYP. INTO BLK'G �I BEYOND NOTES: 1 I- I- U 1.SEE STRUCTURAL NOTES FOR FLAT BLED BTWN WALL (NI BEAM PER PLAN-INSTALL a CO d O TYPICAL FASTENER REQUIREMENTS FRAMING W/104 AT 8"O.C. PRIOR TO FLOOR ABOVE TO TOP PLATE L O ZzZ C2 Q0 4 TYP. WALL OPENING FRAMING 5 DETAIL 6 DETAIL A STAIR BASE CONNECTION 0 �o S8.01 ,n"-0" S8.01 1n=1 0 S8.01 11/2•=t'-a" S8.01 1 1n"=1,0" 0 m< H ;:.1= 1 FIELD VERIFY(E)FDN SIZE,SEE PLAN FOR DRAWN BY: BCH IASSUMED SIZE CHECKED BY: PROJECT NO; 15097 150975 y' ISSUE DATE: 02.16.2016 1 I 1 I 24BLIcG WI 10d AT 8"O.C.AT / I ( I I II SHEATHING 1 6; I I �������� DRY DOWEL#4x 1,6"EMBED \;\,\\/ I (E)WALL FRAMING Fad LSC HANGER 6"INTO(E)CONC.SLAB AT (a: i (N)SHTG PER PLAN 1 ml W I 12`O.C.ALL SIDES / �. I 100 AT8"O.C. �I Ct, I I SAWCVT(N)FTG.SEE \7—\\ ''' ��\ FASTEN EA.2x6 TO STRINGER N IL PLAN FOR SIZE /\/,,,\ '/ BN WAgLIL O Z W/(6)104 AT END ,. -- SCOUR SURFACE FOR I w BONDING TO(E)CONC. ���������_��w�■ FRAMING WE/NT)) O _._ 2x12 STAIR STRINGER W/ ' 100 AT EA. "I_- .....,_ .. .' 2x8 STRONGBACK EA.SIDE o II --_ _ -_ #4 DRY DOWEL,EMBED 4'INTO 10^L A34 AT �1.10$1 ix 1 (E)FTG.(2)LOCATIONS PER FTG 32"O.C. ,1��i O 0 BEAM PER FAIM ;\\\;\ T 10' PLAN ° /� / -moi I r i I (N)FOOTING11101W611 e ,1',1 PER PLAN ,� � l i � SHEET CONTENT (E)FTG.TO BE REMOVED piDETAILS(N)FLOOR FRAMING-SEE PLAN FOR LOCATION • q;... PER PLAN0O CD STAIR HEAD CONNECTION 9 NEW INTERIOR FOOTING 10 NEW EXTERIOR FOOTING AM WALL BLK'G /�11n•=1w• S8.01 1,n=,o^ �'\ I LINE IS 2 INCHES , SHEET S8.01 1 1/2'=1,0" 58.01 AT FULL SCALE (IF NOT 7-SCALE ACCOFIMNOLY)