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FOR REFERENCE - ORIGINAL PLANS BLD20030241 (2)'. �� 'V ":� APPRt�VAI. BY Ti E V�fATEW PURVElfL3R DOES NOT �' ��. RELIEVE THE CUSTOMEA OF THE RESPONSIBILITY 4T CD TO COMRLY WITH THE RECU#DEMENTS OF (3THER �'I C000 0 DO * 1j 0 F co � U I 'v rya AGENCIES HAVING JURISDICTION. APPROVAL OF 0 P � THIS PLAN DOES NOT VEST THE BUILDING OR � �/�� a) ur) (-) PLUMBING SINCE FUTURE CHANGES IN THE V L � - + USTO lERS WATER USE MAY INCREASE THE --� � I�I.-,- 6A55E SMENT RISK ANQ THE PURVEYORS � ', � �zt I P TION REQUIRE (fa W � .. M - L1J ,� . '� L�.. cu I -•� E 0 � Ili -0 It 0 0 . .J Q � W u-• < C') I� ARCHITECT i CIVIL EN61NEERSTRUCTURAL EN6I NEED, GENERAL CONTRACTOR SURVEYOR MEC*oHANICALEN(51NEER� � I`� , ! I_ uo �-. BUTT RF I LLD D 5167N CROUP L N I N R I NCB G O EN& I NEER I N HAMMERI�C�RK LLB . �HENOkNETH $ A5S� I AT S, I NC.� ., . I ORaUP ! N . 1 O I I THAVE.SOUTH SUITE a •`)5O 4TH AVENUE SOUTH 250 4TH AVENUE SOUTH 210 FIFTH AVE, SOUTH SUIT 205 10150 M I DVALL AVE. N.1 �aT� • 11015 NTH • AVE. W., SUITE ,� 1�aND5, WA. �aa2a I�DMONDS, WA. �0O, O DMONDS/ WA° 115O. O DMONr�5, WA. �5O2O SEATTL WA. �0155 LYNNwaOD, W 50 (T) 4.-7°75-0564 1 (T): (425) `710-a OC.� (T): (425) -7-7 a� a500 (T) 425-�775-- 0564 (T): (206)-542-210a (T): 425- �74--,5a cl � .M.p (IM+� �/�I� y^� /may sso� w� / (�+� �] y' �rr'^� }.� /'� /� j� �{ a (F) 4Aril• w17M/ � 1 46 (F): 4'2.5) 175-5M- !r (F): (425) 7 f b—V ins W/ 6 (F) 42 — 1 ! Lk•' �4Pn 7 1 !c/r (F): (425)-672—e5555 (F): 42M ~672-",2M \/ I . ,Hill ,MMIIMIMRR•fr•••IIIR1,•.INl.• IW [YfW,M.PW _ __.- _ r.. _.._.- _ _ -..a. ...n__ -_—. - .. ..-r.n_....._J_ .. _�._. _- lo,o•sr••s1,1 �. 1 . 5 \/I ATI 0 /11 C,' I I I T F_ C, f r 1 w7 1 %100' 0 RO %J (f000 D A A RA N1 NC I N X �" - -- I,,r11••.,IPrrlrlll„s•• OWNERS: MICHA rr•L. ECHEL 15AR�1ER ROBERT I�U'1'K.14'If;:l l,) ,�BV BOV IN, INCH BUIL E. INOO SECTION — ___,_ --, Exi�tin� grade or7tour� %'.O. BOiC aNI COVER COVER SHEET: SFAIT 01-� WAsl-llNG[ON A,r-:.F, ABOVE FIN15H FLOOR KP KING P05T A_ .� Section Identification ��. , LYWNOOD, WA. cla057 ABBREVIATION5, 5%,rMBOLS, VICINITY MAP, PROJECT DATA, DRAKNry ,•�~ A.F. ACCE55 PANEL �.�� -� _ New rode contours I ND -X D�I� RR D SUBMI TT�LS, ��'�� I �L INSPECT l DNS R aUI RED • ...._. -_T -�, I A I I X E D USE N W, I N I / I E E3 L I 6 I " "I I ! ) 00 : I I , = 0 *00 I— A R N,.. I < A�COU5. ACDU5TIOAL LAM LAMINATE: �I� I.�.�._,._...,._._._._r.R_�- Sheet Where section is Shown :-_ :. _ w BTIt; TIC LTV. L.Ai V �'4TORY BR�cI BUTTI�R�` l �L.I� , ACOT• ACOU L r �I � Orc de elevations 210FIFTH AVE,SOUTH SUIT . 05 C 1.1 COVER SHEET kb ADD. ADDENDUM L.06SI,• L FID&ER DETAIL ADDL. ADDITIONAL L.L.. ImIVE LOAD EDMONDS, WA. c'e502 C •I T,�.., PLAN ,�• r..1I�,P.wr. ADJ. AVJU5TA5LE LOt�AII. LOCATION(5) I- � -_ .-� - Detail Idontif ication _..-..__-. Slob olovationB t0 C5P1 DRAINA6E PLAN () A�OOR. A ORL , T M.H. MANHOL '� � � Sheet Where details Is ore 5hOWn of Carner5 PROJECT ADDRESS 12� 4th AVENUE SOUTH C4.1 AATER SEWER PLAN �r� �' IVED B LANN�IN�� 11 MA50NRY OPENINO � � � � � of 1 A.H. :z SIR H, NFL R M. j. i i ICON , WA. �e)020 � . I ,� 1 TE IMPROVEMENT PLAN �i%�� /2/ � ��^�� AA-11" ,SIR t: ONDITIONINCr' MAX. MAXIMUM -•ar -emu, ev�s•v,A- -....or-r..rv,l+arww.,+..w.ral..e.m rs.�..w- +.'Pt'- / AL'T. ALTERNATE: M.D.O. MEDIUM D NBITY OVERLAY INTERIOR E-L�\NATION l�otVm or work palr�t . r � -� - •�� OVERNINO C0�S: I. I111 U•B.C, w/ Mote amendments � �' - MINUM ME -CM. MECHANICAL. 51.1 � T'RUCTURAL NOTES ALUM. �I„U . cn, ACI. ALUMINUM CONCRETE: INSTITUTE- M.C, MEDICINE: CABINET A Elevations unfold clackwl5e •...�.r�..�..---...- roperty line il. Icicil U,M,C, w/ State amendments 52.1 FOUNDATION PLAN any C) reque for modification variance or th 0 ASTM A�MERICAN 5OGIETY FOR TE5TINC•� MATERIA�L5 MEME,% M�MBRANI� � � Elevation identification iii. Iclal-i U.P.C. W/ Mate amendments � � S CONK ��, I�'R�I�11Nr� PLAN administrative deviation thereinafter "varia (A A,B. ANCHOR BOLT MTL. MrTAL Small diamond points to vio l l • . � Property corner iv, I cigl U.F ,C. W/ Moto amendments 5, , SE R FLOOR FLOOR I N FLAN must be specifically called out and id • ce 0["7 ARCH. ,�RGHIT�GT / ARCHITECTURAL MIN. MINIMUM { � � � � � � � Approval � eft 1e�' �_ � A5F, }45PH,�LT / A5PH,�L"I"IG M1�7G, MI5CELLAN�oU�a �-'�----�-----�� ND I evert IDn �hoWn for this WD I I � Vd �oaC� >�lD�hin�tln �t�lt� �n�r�l� hod D � 9�- RaC�� R�MI NC•� �'L.�N Pp . _ of ,any plat or plan contai i ,PVC, Av RA MULL. MULLION M D NTIFI TIoN I - vi. ®O�J Wo hin ton Mate Ventilation 5 , UPPER ROOD F'R MINO PLAN provisions which do not comply with city o ' ��.�� 0---•'--. I ..,�� ...»r_.._.I._�.-� and Y for which a variance has not ee �� I_� �m� .._I- _ 1 -_2 1 UBCIndoor ,fir Oua l Ity Code 5 •1 SCHEDULF.5 �,p BACKPL_,rW NOI�i. NOMINALROon°t number _ .� a s ecifically �dent�fied, requested and consid re �� B 1�iT. BA►5EMENT N.Ift,�• NOT IN CONTRACT OFI= I--�---_ �•.l f" Ui�II�� (C�N � �T�IC�N �'cN� I��•T�I4 () /!�. Room name the appropriate cityoffic�a! BMI BE AM N.�PW. NOT TO Ei L� Nli ICON TIal l: B�: COMMUN17%r BU51NE55 55.1 f� .AMIN& SECTIONS ,AND l� TAILei .. �n accord nce �" .., H RI �1 I l rrm. IK♦,s� { r NU MBARC__�.� _' '. ��r� .�r��, appropriate t provision 1 s 1 o n o f city B.M. BANG M,� NO. Fc,.,,11�..,',��},..,r�ry �� `'' r� `;r`! �" lcod o �1, s, with the Opp opr a ro 0 tD 20 I I ©C7r symbol l w/ dons numb r, _� ,. 7.,rr ;,� y _ ;x ..� . rR '11N DTI aN N � T Ltd state Iaw does not -- BT. B1TWI�N Wr_ a,v.:..1,.`4a ."I r ri1-,,,. , r;, �I . r� rY,� ,�� ,� approve an items n ,,,' ., +? �.>d, a II f A55 S5OR S TAX NUMBER: 2 �-l-a54-041-00 Y of to odd- (�l {p�llnw, r,J�� BVLI�.1l OP�:1. ON CENTER ;_� .v{- A I,,ILU �. , ,:< , �:; ,�, ,� p ,1111 J#r. PRM1N0 SECTIONS ,tND DTI LS specification, I`�t 'lli-1 P `', > A l,l �,' e�'rl ` f'�� F. irTl � 1144* '."�i ' � M°•�..I 5 i "'rr•a 1 W ,�••0a r" - wrr BLI�,1 BLOCK OPi�I Di='N1NC� .111 r};'I� N� „a P AIM }� / �'��^'/` • . I lT�L. I�RM I N %DTI L. i�-r,� r [ I]; �ti,\,�;'I,iJ, It. f-_.� fie} 17T c /7r I Y,",^ lie d .1a 4(x,'}'� �� 1 �' '� M.w l.�•M✓� DESCRIPTION. tier/ V R IT I �N �• BLf•.t BLC>GIC I N w` l I 'f�. a 'I~'a I '•r >_ F y` ��A' l - y 11 ,1 ;r. ,� r 1 I •S �_.r-1 ; Y i .4 I�.^u `. ' Ai; "'i7 A 4 Y R 3L' .f� [C�°' _ � y Ry _ __r..,� ,, .FI, k� ,; , !P., t'� I;,..1 � �4 t TILRM I NO DETAILS L BD. BOARD O.p. OUTSIDE DIAMETER 20� OI ,,. window number e � � � �.r� � � + i � � � �, W.� ___,. , xl }s „ h I..ti :_' �`I" " r,' TH i� PORTION OIL THE S�aUTH • ST OU, RT R aI THE 5OUTH A5T QUART R O This buxldin is T e 1 0 BOT. BOTTOM O.r . Ov�R FLOW uTLRM l N ITT I L,=S Yp - 4) B,I,�IPu. BRICK MA5DNRY UNIT O.H. OVERHEAD / OVERHANG CITE( F E 5EGTI aN 25, TOWNSHIP 2-7 NORTH, RANOE EAST, K LLAMF�TTE MERIDIAN, Construction, Ali bearing 11 BL06. BUILDING • . BUILDING DEPARTMENT DESCRIBED A5 FOLLCA& 1 GENERAL NOTES, BIPI�CR I� : aT 5 . e I II '- Light fixture w/ light type non -bearing walls, partitt n kn 7)� D.U. BUILDING UP PBD PARTICLE BDAR12 � -�'_� -_ � � yp I� I�N PARTITION � , .1 �� L I LANDSGAPE� 'LANfloor-ceilings, roofcezlYngs, s a CAB, CABINETS F\/1A PAVEMENT � ��SS , -- COMMENCING ON THE W 5T LINE OF 4TH. 5TRE T AT A POINT THAT 1,� 120 enclosures, and indivi > CHIT. CARPET FERF PERFORATE-D - .--'--' Louver type, pV�N ER FEET NORTH OF THE NORT�iW ST C/ORNER OF THE INTERSECTION OF 4TH. SP-1 AR�f� I TE-�TURAL. 5I TE PLAN u 0.0, CASED OPENING P�I4ZIM. PERIMETER ,� ---, �p STREET AND DAYTON STREET; THENCE WE5T 126 FEET MORE OR LE55 TO THE 5P_2 51 TE DETAILS columns and beams mus b _T' C MT. CABS M NT .L1 ,1��. PLASTIC LAMINATE APPROVED DATE. 2 � � Sim- SURVEY FLAN protected to 1-hour fire rest i I \el..I.l F. CAST IN PLACE P.L. FROPER7Y LINE E ,aT L I N aI �f�HE ALLEY CONVEYED T�Ca THE G I T'Y OIL EDMONDS 81� DEED Cj CONTROL JOINT PL.T. PLATE BLDG . OFFICIAL RECaRDED UNDER RECORD I NO NO. 1-752215 IN SNCHOM 15H COUNT)/, ��. I ��,�tR�C�E AND OFFICE FLOOR PLAN construction in accordance i 0 O.J. Csi:�:IL1NG JOINT FL°ivrl F'L.YPWC�t�I� I F.� .. W�SI�11 NOTON; THI�NOE NORTH �Ll•aNO THE EAST LINE aI� SAID ALLEY TO � ,� UBC Chs. 6 & 7. � CV C.50 CATCH 115A51N FNT. FAINT I,,,,...,-- Grid l ine5 �� A2 5ECOND FLOOR PLAN GLIK6• CAULKING FKT, FICKC-T k Letter vertical � � �' � POINT THAT 15 105 FEET SOUTH OF THE NORTH LINE OF 5AI D SOUTHEAST �, r. J/�/.yy�, -----,-- r TH l R» 1�L0©R FLAN •'� I .� l-;]C![��,�.CLS IS'J rrr,rr>u"Z['.1L �. v+•. 4 . • �'"• CLC�. C ILINO fi�R1:Fr B. PRLFABRICAT D Numbers horizonta I s�� ,n.n.�� -�-L-____---- ........_ .�.� _-�:: M== z OUARTER of THE 5OUTHEA5T OUARTER, THENCE EA5T ALaNO A LINE THAT 15 A-4 ROOF FLAN UA C.T. CERAMIC TILE, FRI:FIN. PRE- FINISHED FARALLEL WITH AND 105 IFEET 5aUTH OF THE NORTH LINE OF SAID SOUTHEAST _ ,� - OL��1 CLCAR. (ANC�) PROF. PROPERTY A � C�R�OE AND OFFICE- I CE FLOOR aOR PDWER � L I OHTI NO �'L-�N5 COL. COLUMN P.,�.1. POUNDS/ 0UA�RE INCH ,-- ."'_---Revi�ion Claud around revi5ad area wl revision mbol llARTER OE THE SOUTHEAST C UARTER TO THE EST LINE OIL 4TH STREET; A-& 5 COND FLOOR POKER 4 L16HTIN6 FLAN5 '�• I !W)•I e 1 4.b4✓NNs IM/50UARE FOOT ( ,� +• I e e � � �- T F " ORE OR V2•'1`r �.OMP. C�DMI�051TIt�N ReVI�Ion symbol THI�� SOUTH �LONO 5� I I� WEST LINE � I� I S NCB O �® FEET, M ,�•-� THIRD FLOOR I�C�WER � LI I OHTI NO I�L�NS GONG CONCRETE P\/(c POLYVINYL CHLORIDE C.M.U. CONGR fT#� M, C�NRtY KNIT F.T. POINT ti--� L. 55, TO THE POINT OF BECK I NNI N6. M I X�n V4�- A� 0 ,SST 4 WE5T BU I L.P I N& ELEVATIONS I ONS ° 0 CONN. CONNECTION R. \ 0 3 7 l02 �7 I� A�ci NORTH $ SOUTH BU I LI D I NO ELEVAT I ON5 / PARTIAL SECTIONS oN T, OON TRUCTION 0. RADIUS OCCUPANCY CAR®UP: S °�(P RKINO O R OI � r ._........ ____.:--- _.-----_- C CONTINUOUS 1 11nr ~-r RFRENC �., .. S l �-(ST ORO OR,OC) z 5�- 10 BU I LKD I NO SECT I aN5 (I /• rr l iM� rr) CONT. GD e00RD. COORDINATE R 4 R, R FRIG R, TOR . Z'., �- B�-(a I � /��(. I I MIS . 1 T l L.S • •rY1 - hJ a n n I i REIF: IRI . RE R16E- INt --- o � . � 3 ENERGY CODE COMP 1ANC: +, ON TR. COUNTER, R i 4RES I DENT' I AL PARTMEN 5) A I 5TA I R PLANS / SECT I ON5 / STAB I R DETA I L5 wATTSUN/ TARGET CA14C LATIONS R ��) . RIwC�U I RED -V REOUI ON g . . ��cl6g6�t � t4� . A-� 15 ROOM FINISH 5CHEOULE �I . D DRY): R RL IRE r TI NO5 SEP R IONS: I ° R I - 55; 2-hour j*VL:r) �. I DEMGI D�MDLITIDN RM. ROOM :5144"".-16 � 16 14 ROOM FIN 15H 5CHE �UL E cE�L��. EN r�TI.. DETAIL. R.C?. ROUGH D'NINO µ ,� ..�._ I i . RI B: I -hour-� I DOOR SCHDUL�E/ DaaR DET I.`� WALL; �. .� I� . .Ir1" rll rl• ♦t• p e ^ I,MI Y U r�l r FLOOR: •�3 R BB�R OI'Yl RUE. :•: r rll'. r''I :'If: R,arM r I� D IAG ..�; I I i. 8 S I hou DSO .'1 r r'1 t � oOR �+�� r•I r .'1'r r'fl 111 0 I� S DU L 1'1'1 1 r rlllr t'1'1'r r Ilr .Yq.pMl ''"•�',�'�..•�'' ryo [r ... r I'• 1 I � ..1�I�.r1. Y 1'1'1 •'L1 1 1'I'1 1'I 1 r 1'. r'1'1'111'r t'1'r r' 1'r' 1 r• 1 r 1'f'r , 1 1 I 1 1 1 r'1'1 1'1'I'• :I't'I'r ��pJ\�Jy/y]�/l1�J� 1, :'l : 11 r r 1 I I . . 1 .'I W �V �V f t .a _ -_ -. .- _ S LA DIAMETER- - - P r �,f Q4 yt I 5� l hoV P r.�OCaR SCH W T�Y � EDU ALL �. / ��F PIi` . D IMF NSION H� ,.�' f H L I'l LAB PI � INS. 1 w TV7YG w N D I aPI:�N� 1 i � NAPKIN i I 5 � N T NAf� � I V�1 N U � WINDOW DET� ,� I AR DaW SCHEI� .N.l�. Lp L HR �, I Hw�� ._ _ rI1111II...t...r..11.•. .II.I.rl.l.l...,.11r11 � TOM TIC Pe Y HO R � ST . � I �U �: � S R, V 1 U UB D ;,. Oda N�. T"RUCTION �' T r R ,�OL� :�,�: N K N �C fi�' ,�N I T•�h RY A�' I :�.�: N .R .� 11. VI ION l 1" I � 11..I �. I IV. _ i� � � 1 w� /��1�1/j�r\ I 1 N�{�j��\J� '1y/��-,I [�-�•^�'."/} (`{�P1J (Il1_M"�.� 1,�11.�/J1 N T ,� R I O R�� V T I a N(^�1JJ i' R(\'/{�/l N T 11��.V,.ry-.» N RY � T r'I', r•I•. .11. I • � V • 111..' aT R '..Y �Y► �M..IM� U � 1 � � A� //1 N' 1^�� •'1 1 1 / � � I .'III •'1'r 9 R R � B R_ _D_ KrME � I_ W 1. I•1 , 1 :1'. .rl'I .. ..... r'I'. ,'1'1 1 I 1 I r r'1'1 ••1 I .'I'. �� _ T 5 r, l tS R ..R SYSTEM) t..r.1 ..1 I r.rr ..rlr... .., I .....rr r.Irrrrr .t...1 SP INK � � �C�I�DUL � L DR ..I•°l;� .�. R t� Do ;�::�:�; b.r D _ �. . I •1 r'1'r •'1 • ,'III :1 1 r - � R N PRINTS LIFE SAFETY � �tN ST N � . N �' �O I� I RD�T TI C� �`aOT" � �. 1 , P I BLP D OUBL) H SHT L / r fl 111, �: il. \ f w �9 ..II��+ ]��`/y� �1/�qj j�f...eJr� (//��7 (j".��J� y �Jy) e M� a �T° .._ �i0 e � I U 1 1 WMw �/ \.I/ frM� � � IPA R i�i �+/Irl+�� J�/ � �v 1� ca % M1� � `./ W W `(J I � l M I ��. ICE C I S N DD�IN S.V. IN :�;: � T L {�.r h �' --- - Ir� I� (/� J M I ,� R ." V.. 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I t ` r I, I"/J r ' r ' //", ` J"/ / / "/' /' / ' , r ' ' I ,JI" / /'/ ' / " ' / " r / / " f/ I , // r / " , ` /'" /"I r ,/' J / ,IJ /' " / ,/ ,I ., , / ! /! / J / , I ,, '/ " , r / "" ` f ' ' I / % r ' / / , '/ , f - / , J I ' I / ! / I " , It / l '. " / ' + I , I I J// / / ' ' J" ! / / /I'I ' F / ! / / J / / I I I' . ' t r r ' ' I I I I ! , ' I , ' I , • I \. � , I ' . I I , I /r Ir'` , ,, ' l t IJ /' !,I ,' It , / ,I I , . I I / / r J I` / J It I•I ,` /I I / I r /'' f/ I r !' ,I I r I I , I , ,' , , . ! I . r , . / `♦ ,r / I , J' . I J / / " J / ' {/ I / I % / J / It • J ' / ' f/ ' r , f / I F I I I, ' I ' J / , ! ! / I '` ' ' I tI rJ J , I / ' '' , ' f, I I , "/J / JI II/ if I` ' .. J / / ! /J f f' / �+ j , r� I/" I/ J f " /f / / 1 " JI , f // ,J / , /' ' /' , r "` r ' ! ' I ' I I I I ' ! , I I " / ` r //I , I r ' I I r I'/ r I ' I, . / , r / / ' , / / / / / / , / ' / ,, f r ! / j t It ! % / ! 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' '' 1 ' " / J I f . ! ,` t ' ! ` , ', ' / II / /' !/ Ir ! t 1 / /f I / ,f ' r / I, / l /J / I,f / / / / /'J "r ,: i! /" 'I I, I , / t!` J tI' + ,/ f t , ,I r / ,r ,I I , , . . ' , I I' ' r ,J' , I , ' . r l / ' / ,/ ! , f / ,/ I /' " J , / / I // J , ` ♦ / / I r ! J I I ,/ I , ` r ' + ! ' I I ,'' I / r r' '' I / t , I l, / r / / I ` / J r f / / I I, Y r j �/ r I / , f .II • I / I . • " , / , , , ' I I "1 r , /' , J I / '" / /' r/ ,/ I ,/ I , / ' I I / / r f/ ✓ / r / / , , /'' ! , J ff / / ./ / / / ' ! ,, / J , / / I / / / /J /' I , I' t I / / t/ / f --_ __-_ - r I I r ' t tJ 1f / !' I /r ' I , 1' r / / I ,t J / / ,/ r / . f •' r ! tr / / / / . r / ,Ir' /J/I" I . ,f` •r t• I , J I jl/// , t , JI•,/' r ,I I I I , / I I r' / f I - _ _:.''. i ��"� '/ f / ' J t "/ I J / I, rI , I I J ! I It j , ! /I I I r r J ,/ ", r /,` / , / " I r/ / / I/ I II I // / / / t ` • I / f , •' / I " I I I . ! ,I i+./ ^I ,Jf J I ,,/ .If ! ! •Jr' " /• ,I, ,/ `f I ./ I`/ / ,'" r� I // ' / I ,! 'J I ,/ +/ r/ // f' /f , '! /' / ' / j I,/' r, I f t / J' f I t J tII / 1f r . 'I I I f /J , I, t'I" , I r/ r / / / I ' 'I I / f ! ' , ,/ ,, / ,' /' !' ', ,/ /' / / r / / r / % / f I' / II / /, '" r/ I f r' / /' ,` /I / /' / / !I , / t' !" J , I ' , r / / / , II // It / I r ` /I / ` I , / , / / /I / I I // " It / / / / I' ! .1 / r // 0, / / / / / , J J` I , , "I r , / / '' I ,I II /' I, ,f ,/ ...._ t I /, I J / , ,I J , / ' ,` , I / I , I' ! / I/ / • III / ,I / ! /I / l /J II , I I! , "! ` •/ fj /f / / / ' ,J J , / f ,r , I . / , r ' J ,' r r r /I ; ' ' / / , ,/ / / r , ,J / ,/ ' I I /' l / / /' / " , // /+ // f ' "', It / ! , /' " , • / II' ♦ / ' r ' I , / / J // , , I "+ tJ , , , /' ,! , ' , ' III f to / , //' /I ,,' r"I , ,',I ! / , , , / ,r '! / I` r'I // !/` J / / // • / /r / /! I I/I, , , J` r Jr J, /r ,, / '' , ! J r I It , I r ' I I JI ' , ! I / I ,J J• , , ' f " J J / II f ,I " / /' J / , " / " J'r / ! I / / , " J , , / , It i '` 1 , It / . J It . 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I,// J f ' r/ t / / /,•// I % / r'/ II J/r `I '' rf / / / r/ / /r'rr / r / / // /I/Ir F ft f+ ,r'r / '` f , / I rII/ / ,J ,,, J e ,I ,r,/ ,/' //• II• / r J I f ; I r ,, I' I '' I I, r r/r, ' f I , / I /// , I I I // E{ 7t) r % l r I I I /' /' / !/ / ,! ,/ ,J /,' / r ,' f J, I / / !' It I /j /r` / r I/ /, / f ! I J ,I /' l I / r I / r /r / t J , / '' f / II /' ! I I / ! `f / I / /' I '/ J ' % ' , r + J / / / , / / I / t ,' %' / / r , ! / /' , I ' / ,' ! , / / r /` , , I , / / r I / // f I f % ' / r / / + / +' r `r ' + . J I I / w • ' / / r' r ,' I +` /I . J , t ,/ , } I / I , f / I / I ./ I r / - I I I I V / / _ / I , %• •'` / f /f !/ I / /`' / fI r / � ' / /I / / / ' / }' ,,r , r` / l /' I I'/ ! , r i + ' ,I j f/ t , ! ,' J / , f t / e f' I / I f e / /' J ' ` / !'' ' r r / I / / f//I / l' le / I I I r I, I' r t ,, I r ! ,I ' / I'I J ! , I ,. / % ! •I I` I //// / , ! ! II !' I J/ II / I ,I ./ /!,' /,J!` /1 / r/ 'f / f J / r 'I,i t/ f I,, JIr`/,, / /r !' / t / I r'f r ! 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' % / , I .� /r't I I I I / /' I,! , r 1 l J' / ,! / / / ,I J J ' r 11 /, I- r r r f ,!' , r J , I / r I I I r - r I - .._._-- --- --- r /VI ,/ I+ + r r` ! ,t r , / ,J I I '! f ,F ,/ i / / f / / / / / / / I I 'ed / r f r' f f I /I J r ` ' rr ,r ` / ' f, I J' / ' r' I , ' / ,! ' ! ! / ! 1 f , ! r 1 / ,,I• / f r / I I / // / 1 ' I '' / '' I I , / / / / ! I/ r / /' ,% J , / / / ' J , ! +` r ! __ __ __'__ - - - " - - __ __ _ � -.__ . _. -.-- t / l / 1 I J ' I I / ! ! / / r I` ' II, /' I I' /I / f ,/ /' / / '/ , / / '' •/ , / /, / / { ,/ J / ! // / // ! / Ir ' I / / r f r I / ` I , ' , I/ I,/ '' , } / J I ` I/ r r /' ,' / / , / !l I I/ , I , / ' / r de ,f J , r I / / l / r j II r I ./ / /r' r de / ' , , I' /'' I f , ' / / , Ir r r / I f I / / / I / / f eI ,f r . I / ,r/ / r f I I I I I J de/ // I J/I / / / I'' I ' + F I I r +,' f ' , /I / ! , I ,/ I , / r / I I , I / / /' / f r // / / i / f ,% / II f / r / f I f' /f / / // % / J / r / J' , ,' I I J I J r / I / r / ... I, 1 i / } f �^ ' /r /' I I I I I I r f ,f/I/�I /`/' J / ,' f J +I r ,r f ,,/ f /J / , ,/j / f /` , / J I It f' f` I / r, II/ f / + ! ' J' ,I! I f , /, 1 ! I rI/ /' /f r ' ' I / J t ' ` ,/ / r ' f • , I, I! ,,' /,I J' , /, I J / / 1 I ` I' / +` ' t , j 1 / t f / f / t II' r I / / I/ I , , / % I I,+ J , ' , / / / r / ' /' I , J J r / / I / J, /II J ✓ / / ,/I II + J / I /'' { / I , r / / j, ' I/ +. J / /`' / f JI /I , '' f ,, / , , ,/ I,' J t I , I I r f , I I ' I. ! , f /' , I / 'f I I • I 'I . V / / , J I / / /' / r / , I / f / / / / I • J J I ' / ! / J r , / I / / ` / !' , / f '' % / ' J t '' r r / t / I f' % I ,: '` / ,' , • , I' I r , I f' I . , ,/ / / I / J' r If I f/ / I t' , / / r /' / / / / f r , I ' f f ' I J ' J / !' t f !' , / , f I ! 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I ,• , I'1-ir wrrr.lrl/rll.�! / , / I / ' , , , /', II /` , /s f ` /J ,/ ! r/ I / / / / _I I J I / I IIr I /.,I / / , I / / ' + ' / I ' /' / I' / t r ` I,I ,'` r ' I' / ,' I` ♦f , / rr ' / /I / �I /I / / / /' / f / / r r 'r t ,/ / /' �., J If I ,,' r ,I.' r J ,% I / /' , / I ' / / - / JI ,/ f I /, / f r / r r / J / r' ' J / I / ' I / I / ! + ' , I , f // J / / / ,I, J/ / III ,I I, ' / , / / / / / / f / J /' ' / , , ,/' I ,' /r I f / Ir / rI I'r , r ,' / / / I,I r / ,` I ' / / ! . I/ ' , r I I /I l / I' , I /• ! I / + / /f , / / , ,I /I , , f , f ,/ / /' J, +J I •' I r I J , ' I / /' ' J ! J / ,'' , ! / r r / ,' , , / , ' // r f J I I I / ' ,, r / / / / ,I / ' ! ,/' I / / { , / / / I / ,% r I J ' // I ! / / I I 1 / I / / ,. I I ! / } j .t IIr' r I J / , ! I I /, r I I , ' I ' I,' _ ,' 1 I II yyy � I /' /' f J J / / , r / // `' / / / JI I•' / / / / / , I / / / %' / ' / J f r / J I,' I / / / I / IJ` I. I I' 1/ /' / J % , / /' I ./ ! / / r' / IJr / r ! , / eI , `' / % , I I' I ! I r i ! r / / r ! /I / / r` e / ! /' I/ I, r , % I` r' I , ! f' /I: r / / / /' I/ I' ,/' f . I f "I , ,J / ,I'I / ed % / IJ ` '/ ,I I / ! I / I`` / !' I t' Jr , 1 / I r I` ,/ / ! / + / j ` ,/ r` I`` ! ' I / / I / f , /' / / ! / r / ' ' f I` / I , / / r / I ,I, / / /' I + / / , / ,J , r I 11 , , / ./ r / / , , , / r' / / I J' / }/ / f / , /I , , / ,! / / j / r I J/ / } 'I f / ,'' , IIl + /I I'/ r ,/ J / / I' % r J/ 1' t /!' '' / J, / t JJ / / / ' I /• I / / r` /•' / 1 'I I /' .J' II ' , / // Ir ,l I / /'` I / f f f // • I` J / / ! / 1 ' I ' I / , . !, ' / I , ,. , /I J` ! f , I / / /,, / , ` /,/ / ,/ / / / % /' /J J If / ,/, / / / /' / ,/ '/ / ff' f / r // /! / /,' J / // /, /r` ,' / ,r ,' 'I I ! ,fJ J/ f / I/ ' r ! I /', . %' / ` / II / J /' / I /' % ,' I , // . / r' , IIrI r ` /r I /` 1 I ` / f 1 !/ I / / / / / I / // I // / f / / ,f f s / J J ! 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I / ,I / I /�\ 1 / ,/ , / / / /, / / r/1 !/ / r / / / / 1/ , . / / e / ` / + / ,I / . / r i , / f J / /, / r r r / J / f J / ' I I ', I I/I J I J I I I I ,' r r r/' J I e I ,I 'I r /., I r/ ` r ' ' /' / I I Jr ' / I' I/ I ' / '/ , ' / I J / e / r , / / I / / / r , / ♦ I ,' I , / I J I , I s ' , I' / I' ,AG). f /'! / ! r`/ II / r '/, rI / 1// / f r I, , r ! / ♦ , r` ,JI ! / r J / a , r/ II , , F ! , f 'I / lI I , !' 1 / f /' rI r ,r, J ,/ !I, f ,' .// ! . / r / / / I / • / / / / / r / I / '` / ,r / / / / / f / ! JI r ' '' / , / / ' r' , ! I/ / , / '' ,/ r , r f , / ,f / / / / , r / /� I 1 / ' / f / /` I / , ' + ' / , J I I' I /, I I , ' , ' / 1 / / / ,' r J/ / F / / , ! , // ' , ' , J r ` , f , ,. J ,+' J. / f' I f ,J J I1 r /' r r , J / / r ,f / ' / J / r J , / . / I / /' !' / / j /` / I J rI J / r 1 r 1 / % ,/ / r r J / 1 I r I' / % I t I / ! I r I + % J r , , , J I / /' I / / ! r ' / , / / r / I / / /,I / / I r l /I / I j` f f / J' r' J ,I t J' J � ' r' / , r f / r I ,r ! 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J , , ' ' f' I1 / /, /I I II' f J , / I I, /Il ' ' 11 /I /, , Ir/ I t ! r r / / J // f r, ,J /+ / i I , ,/ / ' / ,/ 1 ! '/ I f f I ' / '' f `r , ! r / f ` ` • J , f ` r r I r I/ / r d , / ! /I r' / I r I , I. , // / //' ' J / dd / I / / f/ • I r ,J J ,` r I , r r /r +/ /r r fJ f ! f I !r 1 f ! I / • r r / I , / /!/ ,I ' / I / /, /+ , / /, / ,/ , / / ` I I / `/ / , /I r /• JI f r, I// r/,.f t J l ,- % a // , e , , I/ I / , I I I! ,• , II JI , , f` / /.� II' rr /. , / / _ ' , I , !/ IIi I 1 / ,``, 1' / I , I I / r r I I r , I / I r. I/ I . / I I / I / I '•I J / r ,/ ,' - ,/, I / ,' I I/r' / , 'I !`' / I / I , • r / 'J I r •/ I / ,r / / /' , /J ' / Ir I r • '' I , / ' I {/ rII I/ ' / I _.... __. .._.-. -,.— / II t ' / /, �/ I' /• Jr , I ,/ ' , / r' ' / '' / / / / J / r , / ,,I I/ /' / /, .I f ;' f /' ! r I / I / �l • ,! / 1 ! r r ,/`'I , • / I / f / f / I r/ ,+, r I ' ,rI I ,' J ,` ,! 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SYMBOL (WHITE ON BLUE BAGK- + GROUND) APPROVED AS NOTED Q 1) I'""oy 11 Q " 9� y = ..»_. d BORDERENGINEERING GREEN LEC7EN1� AND BY ,,�°' d ,pp < t I 1' -- f : ;,' �C ,�• �,�...,_.___ _.....T,__._ _ _ 2x2 STEEL. TUBE. CLOSE TOP END . , - •-- AND (7RIND SMOOTH. FAINT WHITE D��° lZ %7 dam" s 1 fi Q d 4 J 1 tip++ f Y '' ♦ - r ,' ♦ % 1 1 - I �t NN / ! \� .' ♦ / / % /! \ % r /r i ''/ / i J f / '/ / /+ ✓� / J r \ `\ `l`., '6 i• , /[ NN I 4IN r I •�� __ 1' ' � ,`\�i\\ `r' \`\ / ` y` `r ,-.:.1-'G�»-�•+",.�.' '�•,..""_''-•:'1 1.�5.-.a+-•='�-..+ //` '% ` ♦' / *a ♦ `, ) ,r \ r r / CONCRETE I �i,,.D e °: .., ..�... .... __.... _.._-_-_.� - � , / ,� ' / . / \+\,' Jr` "•- / '` / '\ ' \,r\ � /� • )I • + / ' r, ' r T� pr/ I .W W Ta✓ �iw. !f �NTFw r NCB 5PAGE, TYPP ' IN, ON H.G. PARKI IN ' a" _ __. __ _ _-__-') ' NOTE: IN&ROUND ANCHOR MOUNT _ -- - - `` ��°` ,,� � '.' 516NA&E 5HALL., COMPLY WITH ADA #� �-- r,, , , /' /r / 5IC9NAGE CaUIDELINES \ \ r ` > 5GALE: 1/2"_ I` 01' -. _ ---- - _ - -- - --------_._.----------------- ---- -_-- -- - - - - - hJ'� N fi � N.T.S. _ ____ ___ ---------•---_--"---.----- - - -- -. _ __--_,- --- ----_�----_--__---- -_w-._----------• --_____...----._'-------------------- __ _ _ _—.____ - —-------___--_--__------_-_------------- ----_- -- ---- ------_-..__--_----_-.__ _ _._ ,��{�,� I Lf A, , I5 EXTERIOR HANDICAP ICON -' I2 BI EECU IT'r RACK � vu e,1u61.w+re.o,Y9taa9,+w,.Ar+,lr9reelron 1 IDIRECTIONAL 'ARKINCB AR C�N5 o J _ {{{■MMA \u■N 1-1/2" PIA, PAINTED 5TL. ---~� �,•,__.. PIPE HANDRAIL.. �-. --_•�� r'''� - _ --- --, _ ---- 5.1/2" VIA. BASEpLATE W/ (5) 5/5 x 5 �. KW1K BOLTS TYR ARCHITECT Off' RECORD R BERT BUTT RF I .r'el LD _ _ _—. _ _.._ -1211 PROJECT MANAGER �_ R -,/•y1'�I •-_- '-'-- _ _. _u, .. .r ... r- �,-_---_ • . , • - •_ __'._. •-_.. - }�_aqJ }T+��j_.,_�.J..�_ia��//��•�,_ - _��,'"j�+�..r,_/...r..-_r..r._ —_ - _ -• _ - i\ - by ---' ._' p'� a , �w� 1 mot/ 1R 11N MM' 1 1 5EE FLAN _ - - -- - .. r - _ _., .._,_ �v ILI )�,lY .� %�/i - _- - ,Job NUMBER: _____-.._---- - / Now" A r � DATE,:' R@06/05/02 \ \ \ \\ \��\�� \l\��\ _ /�� - - DRAWL N . Nth _ ,1. CONCRETE 5LAB�...r •�� •\\ .\\ r\\ 1 ,�.____. 2) #4 RE -BAR OONTINOU05 I 1 4' I / 14 SECTION CONCRETE STAIR r ri goo (C [U (E ma DEM 15I NC7 AALl- ¢.z� 5HEAR YVALL �■ EXTERIOR, WALL INTERIOR KALL L-' -r I,6�e" r%m6m OFFICE N0. I (2=D 50,FT. / 500) = 5.00 5TALL1. a COND05 0 2 5TALL5 PER UNIT= I b.00 5TALL TOTAL PARKING RWUIRED: 141.00 STALL! TOTAL PARKING PROVIDWa. 20.00 5TALL5 Gol l ep PROVE Y LA N l 4 11al vc A p BEMs-LiD PLAN P V�F,10 CITY OF EA DPV..'()NDS BUILDING DIVISI . TI'�,�ANS E��a L�Y NER cra d�=fu[uu ara��.�u. PMRKING AC ,ES Rl PROPOSED, 1 R1dPOSED' � II � 1"� ; � � �.,. �i ''-f��{�� _ �rw+�w... i.•w.•�.ww �..+•+�.wrw..v..ru• 1 � r7 �� rwry PACES, re 9F--- c� -�✓ice t �; 11 3605 REGISTERED MOF CT HINOT06 MININ-1, ARCHITECT Or RECORD JOHN TA4rL0R PROJECT MANAGER: 5RB DRAWN BY: MCA/ `-MY4 JOB NUMBER: PATE: D6/D�/J2 DRANI NC,"5 NO. O ifs r -^""^�"• .14 .'.. ]/0.>n'I. uv(QutuieR{i-[.1� _e-�<!_�.[L1Y�'�I�L�"Y�JY�'C"/ [__S IYV.11_.T Z4[Vf.31_. .R�-lt l.11']VTJ1= -...3, m i A DECK- I; GATE fQ:7Z14 WA DEMISING WALL SHEAR AALL EXTERIOR V�A LL INTERIOR WALL c- Ol.al� TRELL 15 BELC�Y� VENTILATION /NATURAL LIGHT SCHEDULE ROOM # / MINIMUM PROVIDED MINIMUM PROVIDED 50. FTI. NAT. LIGHT NAT. LIGHT VENTILATION VENTILATION .201.04 / 554 50. FT. 55.4 50. FT. 55.E 50. FT. 16.i SO. FT. 42.e) 50. FT. 203.Oq 555 SO. FT. 50. FT. 10 50. FT. 1 i.h5 SO. FT. 4 20.5.11 / 55.5 50 SO. FT. 204.0e� 4 204.10 / 45"1 50. FT. 45.1 50. FT. 1e5 50, FT. 21.e)5 50. FT. 44 50. FT. FT. 50. PT. 55.1 50, FT. I61 50. FT. 55.4 42Z 50, FT. 501.04 / 554 50. 505.011 4 505.11 / 555 50. FT. 55.5 50. FT. '70 50. FT. 11.65 50. FT. 50 50. FT. 504.0a 4 504.10 / 45-7 50, FT. 45.1 50. PT. lle� aO. P'r. 21.a5 50. FT. 44 50. FT. N0TE95o I. THE MINI MUM AREA R.EOU I RED FOR. NATURAL. L.10HT 15 PER, THE. I gc['7 U.5.C. SEGT ION 1205.102. 2. THE MINIMUM AREA REOUIREL�) FOR VENTILATION 15 PER THE 1111 U.Q.G. SECTION 1205,05, 50VE d� C(� 13UI //VU77!✓G� O�r�l U v�- UBC 310*4 Provide one openable escape window in basement and in each sleeping room meeting all of the following requirements: 1. An openable area of not less than 5*7 sq.ft. I A minimum clear height of 24" I A minimum clear width of 20" 4. Finished sill height of not more than 44" above the finished floor. Soaker and jetted tubs shall be installed and supported per manufacturer's installation specifications. 1106.21 O NE1. LIN& UNITS 11106 21al TYPE A ANP 5 0AM INS UNITS. TYPE A AND B UNITS SHALL COMPLY INITH 51.C.rTION 1106. EXCE-:PTIONS, 2, KITCHEN5 IN TYPE 5 DYVE-L.L.IN6 UNITS NEED NOT COMPLY V11TH 5ECTION 1106.12,10 PROVIDED THAT. 2.1 A CLEAR SPACE: AT LFA5`r La0 INCHE5 5Y 45 INCHE5 (i60 MM BY 1220 MM) THAT ALLOWS PARALLEL APPROACH 5Y A PRSC�N I N A WHEEL.CHA,I R I S PROVIDED AT A RANGE OR, GOOK TOP AND aINK, EITHER A PARALLEL OR 17 0"ARD APPROACH 15 PROVIDED AT ALL OTHER APPL I ANCE5; AND, 2.2 IN ALL OTHER KITGHFN5, CLEARANCE 13ETWEEN ALL OPPO51N& COUNTERS, BA5E CA51NET5, COUNTERTOPS, APPLIANCES AND WALLw5 SHALL NOT BE LE55 THAN 40 INCHE5 (10I5MM; AND) 2 5 IN U"SHAPED K I TCHEN5 V41 TH A SINK, RAN67E, OR GOOK TOP AT THE 5A5E OF THE U , AN l NO55TRUCTED FLOOR SPACE OF SUFFICIENT 51ZE TO IN5CRIBE A G I RGLE WITH A DIAMETER OF NOT LESS THAN 60 INCHES (1525 MM) SHALL BE PROVIDED. 5a BATHROOMS IN TYPE 5 DWELLING UNITS NEED NOT COMPLY WITH 5EGTION 1106.11.21 PROVIDED THAT 51JiFIGIENT MANEUVERING 5PACE WHICH 15 NOT' Lr55 THAN 50 INCHE5 ("160 MM) DY 4iD INCHE5 (1220 MM) 15 PROVIDED YVITHIN THE BATHROOM. DOORS MAY SWING INTO CLEAR FLOOR SPACE PROVIDED AT ANY FIXTURE, BUT SHALL NOT FNC:ROACH ON THE REOUIRED MANEUVERING 5PAICE. 4, DOOR5 IN TYPE E3 DWELLING UNIT5, OTHER THAN THE PRIMARY ENTRY DOOR, NEED NOT COMPLY WITH 5EC,rTION 1106.10.5 q. IN TYPE B DYVELLING UNInr5, THE EXTERIOR DECK, PATIO, OR BALCONY 5URFAGE MA1' SE NO MORE THAN 4 INCHE5 (100 MM) 5EL.0Y*1 THE FLOOR LEVEL OF THE INTERIOR 5URFAGE WHERE THE EXTERIOR SURFACE 15 CONSTRUGTED OF AN IMPERVIOUS MATERIAL 5UCI.H A5 CONCRETE, BRICK, OR I-LA65TONE. 10, VANITIES OR LAVATORIES IN 'TYPE A AND 6 DWELLING UNITS MAY BE LOCATED IN THE CLEAR FLOOR 5PACE5 A5 PERMITTED IN SECTION 1106.11.5.1. 12, IN TYPE B DWELL I NCB UNI T5, THE CLEAR FLOOR 5PACE FOR BATH TUB5 OR 5HOWER.5 MAY BE REDUCED "ro NOT LE55 THAN 50 Ih;CHE5 (160 MM) IN WIDTH BY 4a INGHE5 (1220 MM) IN LENGTH, 15. 5HOY4ER5 IN TYPE 6 DWELL.IN6 UNITS 5HAL_L. BE NOMINAL. 56 INCHE5 M15 MM) MINIMUM BY 56 INCHES (115 MM) MINIMUM 14, BLOCKING FOR FUTURE GRAS BARS IN THE DWELLING UNITS 15 REOUIRED FOR rOILETS, 5HOJNER5 AND TU��3 PER WAG IIOF�.2"1.2.1. ,Iwo' 0(0 z o � 0 � � Q.._ < m Cr c z I < cD CL It UJ LID CSC w:rLO LO 1*1� ARCf^II.1 f C; 1- . f�Of3FR"� f3UIIFRF ":I_ STA If: OF WASHIN ON x < 6 6) ulWW x A-��I`1eL-I I`1 rt S� J 0) (S) ,f �� ' � t• I ,rl_ to W �,tl <") Nf ARCH I TEST 0r' R CORP _ ROO R.T~ BUTTER' I L P PROJECT M/ NAry Ir R : DRAWN BYJOB NUMBER. MCA/CMW DATE: 6105102 DRAW I N6 NO, 0 (foo Fir f PLAN ■ 5 450.2 ■ 00 ♦ �" s 7- • (A ekof�f/ • M • • • • f��7r• M if ■ 1 • • 1 1 ■ 1 � 1 . ♦1 N l S is .f� ter, r a . l • 1 10011 • • 1 >�R 5 3o�.0 TEf;ZIOR EXIT B r • ■ ■ ■ 50-2.1do ■ • y r h DINING 1150-212 1 1 00" A' y 52/0.2 0 - r -i ♦ - - ti/ b v -s VNIT 502 07#&-7v-;4 SQ. FT. 00aFANT LOAD 1564X200 = a 19%DRM Sul &AS r-1 AvcE IN NO Wr ■ `- To -r VIRECT VEW i ' • J •�rrr�rr�J�rrrs►�,��► � MR5T61� BDRM vim DEGIG I � 5UITEIN spurs O- �Y AREAS TO DIR£GT VENT 501*16 � za 045V 45 ';. OZ 41 FkA 1�74 03 Nr f 5 �• r r k r r T T �j • r ` PARTIAL THIRD FLOOR PLAN COPPERS ONE B ILDII�TG DMONDS DATE: 01/16/2004 ,WA PROJECT NO.: 03015 SECTION NO. .I� 302.1"I KA I OONYi 30.2.16 302.16.1 L_ 1mn"Bf 150250-- 150.2.Oq -i I I W.I.G. 30140q 501515 � 501615,11 PERMIT COUNTER 1 SI'.EET N uO-w.*4-� A-3 � TAYLOR• 301.14 M. B) 501 M0 301W SCALE: 1/8" = F-011 SKow003 GREGORY op BUTTERFIELD A RCMli7EG'7"S 654 5th Ave S. Suite 300 Edmonds WA 98020 Ted: 425.778.1530 Fa 425,774.7503 E-mail; Info@TGBArchitects.corn www.TGBArchitects.com a 7w 1 3: O;j F,Rx 420 ( f ubbild 16002/003 G)O-- I IIIIIIIIIIIIIIIIh - . mommmrw-mb— SIMPSON HUC41 0 OR H W41 0 W/ TOP B FLANGE OFFSET 2 1/2" MIN. BEARING. USE SIMPSON A35 (3)-SIDES TO CONNECT SIMPSON ST1 8 ON TOP OF B'L"WAMS AND CENTERED OVER COLUMN,IIIIIIIiiIi' i G� �y 4 SIMPSON PC46 r�www �� ws■ sr ■ ■ 1 111 �11 1 r� r • . Fdoi FJ3 I It Rgn CEIV D 2 0 2004 F....RMIT COUNTER 7 BM2 w: JAH= 1-6 - 55PM ID: Hammer'Worl,<s Y Jnc PAGE .2 M E DECK— 1 MAS su I TE 6A5 FIREF AREAS TO 0.2.13 502w0q FF. IN SLEEPINIS VIRECT VEW 5DRM � WITE 6A5 FIREPL.AGE IN 5LEEPIN6 (V AREAS TO DIR£GT VENT � 501915 � p op I A/ L2 WL / m O O LIVING �- 301.14 1 - 501.0r2p 302.1"f r502-16�3 (0 1) � W.I.c. 30.2.09 � I 6 IJN 11T 501 W.I.G. L501909 301.15 � 301,15.1 2 4iq SQ. PT. 00CU*UMNT LOAD 155420 0 = q ININ& 501 L2 301.14 50Q91 .-BAT 1502 sOe) L 1501 Moe H6LL 501110 501914 i II KIT HEN 1 1 501.1I II FPO*\o 0 501004 �50100a / 501.18 i/�501.0-2. - t I wo 1 . s 0 10 j��{TT`RRr , 1 L r 41 PARTIAL THIRD FLOOR PLAN - I COPPERSTO E BUILDING DMONDS DATE: 01/16/2004 , WA PROJECT NO,,: 03015 SECTION NO. J tyA 1 t- a S� ■ � , t O� •r .mow SHEET NO.: A-3 100 7 7 '417 1 5010151 Ek;MRIOR EXIT BALCON"'t., �i mamma WhEamdoo T I LINE OP DEC IVED woE: N 2 U 20,o04 Pr"RMIT COUNTER BELOW SCALE: 1/8" = F-0" 4 SK-004 4 : � TAYLOR GREGORY * BUTTERFIELD 4AWWARFAW A R G H I T E: OT S 654 stn Ave S. Suite 300 Edmonds WA 98020 Tel: 425.778.1530 Fax: 425.774.7803 E-mail: info@TGBArchitects.com wwwJGBArchitects.com ,e F r-- fa 003/003 0 It. 4 PLIR aAm of JAW-16-2 r r P1 7-m • 7i-34 LJ i 4 f r r CHI 03:55PM ID:Hammi*rWnrLt,*. T I %vo E D ,BAN 2 0 2004 "ERMlT COUNTER (n r A ""M a 6" • M + 0 1 EXPIRES,., 915/2005 0 0 rs pz (N � �.fo n Cl. Rim `LO C 2 4 u- w It _ __ ____ -----____ .__ --_I_ _-___.____-_-___--------- ______---------- _ .._._- -.--__ _L______ _-_ ___-- --____ -_ _ ---------,--------_-__ _____-._. ______._____________---__._________�__----- ----_.____-___.__ - I,.�.,1, w-----_i___- _ -- LO 10 19 I I I ! I I � LO I D 0 Lo CE mot- LLJ k I I I I • 1 L I NE ' C>ECK I a r v v a 5, I I BELOW T T �. I I © -----_.• I I.{ rl 1 1 A 776 �F=61_ -_- _ _ _'TI_. 1490 I NE OF I I 504.O�ia)! I b RI5ER5 I [....-. __.-._. I I c� Are c_ H I �! �F_ C' T ECKIw....o,w..._..,--•"'-,---•...I----..v-r•r,"I,--...^+'�^"9'.•-+ ,.^^ Ate..,, ..•.-...r...,-__.,r %�✓ /� / / /%1-� �m+f•....../.T'.•.-./-•/»'_._.....r-/T--/�-- • -i --" * r -+'-- i _...,++.. u.,..r..n.....r.,..o_.nr+r-......".w., 5 SIN RL�G . _ ��/ '....0 ,.. // �i///ffJ ��.P^ ' / T L,. .� /:�- / , ' / r �- / /� -r o�.aa �' VININ // ' 1 �- g 502104 50 5D2.13 / /. 5Q2Ci2 // 2.�J1 ., // // // / // / ...� _ __ B P .____ • - .__.... i'{i _ _ E03- -, .-_._.--____ _ _Y�,W•-i'CR�R-.iLVi4..._IK..TillRlnC�l R1t �T A.Vte�: t'x_-_.lf__f-]]_.. V[1ll]i41CJL'S._i' -e `a_ -_ - _ .-... .r.. ...-_�T__. nw �...--r ' 4+ ' ......- y-=�=`- .. . .-_.Y� - - . __.-- - - - -- --j- _- �.-_ �... _ `_^ __ _- -- - - _ -- -_ -_ - --- -- f2Q(i I� I HU1 II':��I'I�.I } UE 502.05 _ _ _ 3C�2 la 5a2.D5 ._. (5D4 ^l O 04 F2> 0410 - I �-. S ATf_ Of WA , / I T N 1 p 6(1 tr_v ! n Yw � ..I I N& . 5O I VIHINC? 50210 1 :' ' I 1 - __ _ - -_-. _-- - UNIT 5041 ��, cy 1 502.12 QQ 1062 50. FT. I 10 D �6 o I r �a2.o� �c�2.a5 � .. • Lf; I & I I UNIT 50:2 I I ATTIC �� ,/Jr' LEEPIN& FURF05E5 � 11 _.� �.. � I ., ACCE55 �J ATrI� �" .. '�` IN. Vi�NT. 61A ea-MC5 kv - _ I -�O�0.14. I 5. FT. I 1O21IO'`� _ I I �.� ` , A�GLSaMAX, ��I�Hr qca WATTS I04aq D0 PANT LoAP I „AC + SS', 91216 I 1 �4 200 i _.__. _ ..... .... - , ,4 �� I 1 �° - - _ _ - w �? I 504.12 I 304.0"1 � 5--ATTIC A 04.0� 502 _ BaRaCaM Q N I O .D'i I I - 504.06 02.15 o210a O RD-� �/v\ o ::.. r' 504,0I E I . _F 504.02 04.0 0" :o-r DECK—N. TRY _ 1 I._ _. _- Cl r - �r - - -J 5a2.16 2 O .� r� T. 4.0 _..._.._.___..._- V_ -- I MA R €3 R � I 1� THw$� � I -- - t 502.1 I i 1 !-1 I -..� -- :,,;: I -- �- < 504.0 „ I, ,1. r ;1�; as a04.01�Ms BEP RaaM 6Aa FIRE LACE IN 5L_EEPINC3 15C721Oq1 `� � � Q /v� 504.0 u I I I A9 , 5 r :� DIRECT VENT Q ', s _ _ VN• I fan ._ I....__._. I 1 _ ;:,,,,:.,, ,r, .'.'. -� Jul //.�/fl 11 m \ //R 1 .Tr..,..a•.In_-..-9Mi1Y D �I ;'i 1;�'Ir r1 r1 ,, , ,, , , 11 r1;1; 1• rl;,,l 111 '1 ,1,. r ,i,. ,' c� Q y . . \'•, /,J :I /L.y\�\ E 0 V.. . T I I �, �, C _...-a__r,•• in cv... ... - _ -- --- - - I_ �/ _Rgo � r ,,:., I , , •, 1 _ 1 _-_..._-......_...-•r rIr r. 'I�'ii'1�.ti �_ I . , ; ..1 ,':'1, ', .' :'I .::' ;':: , r r�� 1 I , l : " :: [� 01.0l La .06 .I -v ROOFLOcs� i I I ( V a I a1/' i I i` h -.-__ ^_+•._____'-'r-' -' , 1 $_ R.-r 1 iu�.�.� _ �•_ . _ m LINE C.�I� AS PIKE LACE IN SLEEPI 15" BATH • ,1I __., N EOKC5�I • ' .. __...�. � -- -__ ._ ._ AREA°► T � DIKE�T VENT ()f15 .Q - cy � ,;,,I, �-I_. - �-.•� ; : ; : ; 205.a5 5 O6 OI.01 p m / _ - . _ -- m 501.05 - - I� .. a 1 ' / / ._a.rumr-y .vr r r .1.,u _,.__•1_..•.n,.,n•.• .1iMflilYi J ATTIC Q) 5D5.a 505.02 AccE5 _ _ BELOW N I ;I / --- I 501± 501.I2 L201.10 --__�__ SD1.03 �� . ,� 1 1jjNlll 5011 5 c� 529M. TRELLIS cS� - - of a , ...... '!', , , .•......T... I - I I i -� .ob ,' '1' SCa3.O1 ' �o.0 J UNIT 501 I \ ;._r... '�� rz a� .- : I .'.'.'r" ... a 2 41 5a. FT. q f ,.1 - - _ CABIN T .i _ _ _ - _. c� 01:�► 1C1 I I LO � I L. _j I L, i ... 3 .._ I I aP 4 1200 �- 1 ATTIC A is I VI N tl n' - AGGE55 _. _ _ ! 021 _ I I 501.1 . OI 0 {.{ I „ nd M PN. UNIT � _ _ _. _� _ __ _ J --� 0E_RDc�M _- RAF 15'72 eO . FT. - r I Da - / «A5 PIREFL AGE 'iN 5L EEPIN _r�,..._ - _ ,�,� rA tIREGT VENT ACiC�E ._._ - .. -_� - mm - - � ! I a (&D .11<iiaK0_W> ..___ ........ _..___..._._.-._� N 'J ^S-R S ..t ..Q-'-..r-..i..n•u:+-r+. J _w,en�x,w_M'_N+,.4s_I.. I :, 501.04 �01,0 //• 501.15 /// 501.0-1 ///� / 5 1.01 i�' / �// ( 1.04 - - - - - - ----- -- - - __ _ ---- { LINE DF=.�.�7 �p�J �Q`M'�^+ (/�" � ,' ' ' I • ' 1 • ' ' , r' n I r1.1,_:... •eL _.... 5 IS T '..wr.1..�.0 .+..._.J... f ... ..r...,...,.•. 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K I TCHEN5 IN TYPE B PVNELL I NG UN I T5 NEEP NOT COMPLY wl TH SECTION 1106.12.11 PROVIDED THAT: 2.1 A CLEAR SPACE AT LEA5T 50 INCHES BY 4e�a INCHES (7b0 MM BY 1220 MM) 4 THAT ALLON5 PARALLEL APPROACH 8Y A PERSON IN A YVHEELC�HAIR 15 PROVIDED AT A RANGE OR COOK TOP AND SINK, EITHER A► PARALLEL OR FORIwARP APPROACH 15 PROVIDED AT ALL OTHER APPLIANCES; AND, 2.2 IN ALL OTHER. KITCHENF, , (�LEARANce BETWEEN ALL. OPPOSING CaUNTER51 BASE C,Af51NET5, COUNTERTOPS, APPLIANCES AND WALL5 SHALL NOT BE LE55 1 ..wrlrne•11 5 THAN 40 INCHES (1 D 15MM; AND, R ' VENTILATION NATURAL LI(5HT2.5 IN "U" 5H,�rPED KITCHENS WITH A 51 NK, RANGE, OR C-wOOK TOP AT THE $A5E OFTH 1 0 0 R .__ x. THE U , AN UNOBSTRIUCTED FLOOR 5PACE OF 5UFFICIEN i 51 ZE TO IN50RIBE A AR6H1 TECT OF RECORD ` �"./,J��j CIRCLE WITH ,� DIAMETER O>� NOT LESS THAN �aa INCHES (1a25 MM) SHALL $� \fY V•ALIE: I/�� I `-0" RDO1�1 # / MINIMUM PRO�/1�E1� MINIMUM PROV13�E1� -_ ��_._._. __ --- - -- PROVIDED. T BUTTE r IELP r 50. r-T'. NAT. LIGHT NAT. LIC7HT VENTILATION VENTILATION _._r ��, _. _._ _.. 5. BATHROOM5 IN TYPE B DWELLING UNITS NEED NOT COMPLY WITH 5ECTION PROJECT MANAGER NAI=L2C�1.04 i554c�.,FT. ____..-_......,_-_.mw. 55.4 5C�. FT. ,...... ._ . _.-...,�.__.,.-..._..._ . 5.q Sa. FT. 16.1 50. FT, 42.& 50. FT, OCR. 11.2, PROVIDED THAT SUFF I C I ENT MANE[IVER11 NG SPACE 1NH I ��H 15 NOT LESS � �-----=:: � ._------ THAN 50 INCHES (760 MM) BY 48 INCHES (1220 MM) IS �'R01/Ii�EI� WITHIN THE VEM151N6 YIAL.L 205.0c1 4 1205.11 / 5�5 50. FT, 5a.5 SCE. 1 �'T. `iO 5c�. PT. 11.65 SG�. 1�T1 5C7SQ , PT. BATHROOM. DOORS MAY S N I � :...m_.-- _ --___ Ydl 0 INTO CLEAR FLOGS 5F` ACE PROVIDED AT ANY -- -- ____ _ - _ -- -_ _- -- -- _ _ _ _ _ _ _ _ _ - --_ _ _ _-- _ - SHEAR ALL - - - t 204.05 4 204.10 / 431 50. 1'-"T. 4B.`7 0. PT, cib 50. r-zT, 121.55 50. FT. 44 50. FT. FIXTURE, BUT 5HALL NOT ENOROACH ON THE REOUIRED MANEUVERING 5PAGE. �w' 4• DOORS IN TYPE B D,h1ELLIN6 UNITS, OTHER THAN THE PRIMARY ENTRY POOR, EXI I.II..IRI CAR WALL INTERIOR WALL 501.04 / 554 50. FT. 55.4 50. FT. 55.1 50. PT, 16"i' 50. FT. 42.8 50. FT'. NEED NOT COMPLY WITH 5ECTION 1106.1015 _ q IN TYPE B DWELL 1 NG UNITS THE EXTERIOR DECK PATIO, OR BALCONY SURFACE 505.O� 505.11 / 555 SO. FT. 55.5 50. PT. '70 50. FT. 1`�.65 50. FT. 50 50, FT. �JOB NUMBER: _ _ _ MAY BE ND MORE THAN 4 INCHE5 (100 MM) BELOA THE FLOOD LEVEL Or- THE 504.10 / 457 so. F-*T. 45.7 50. FT, q a 50. FT•21.E55 5C.-FT. 44 50. FT. INTERIOR SURFACE NHERE THE EXTERIOR 5URFAGE 15 CONSTRUCTED OF AN IMPERVIOUS MATERIAL SUCH AS CONCRETE, BRICK, OR FLAGSTONE. ---- - - - NOTE-5: 10, VANITIE5 OR LAVATORIE5 IN TYPE A AND, E3 DWELLING UNITS MAY BE VATS: �. LOCATED I T E OLEAR FLOOR 5FAC E- A5 PERMITTED IN 5ECTION 1106.1 I.5.1. T'5, THE t�LEAR F� LOOS SPACE FOR BATH � E35 OR I. THE MINIMUM AREA REC�U 1RIED FOR NATURAL LI I6HT 15 PER THE 11gi U.$.0. SECTION 1205.021 5HOWER5 MAY BE REDUCED TO NOT LE55 THAN 50 INCHES (160 MM) IN V41PTH BY 2. THE MINIMUM AREA REDU IREI> FOR VENTILATION 15 PER THE I ci�l U.B.C. 5ECTION 1205.05. 4� I NGHE5 (1220 MM) IN LENGTH, 15• 5HOWER15 IN TYPE B DWELL I NG UNITS SHALL BE NOMINAL 56 INCHES (4115 MM) F MINIMUM BY 56 I NCHE5 (1115 MM) MINIMUM 14, BLOCKING FOR FUTURE GRAB BARS IN THE VAELLING UNITS 15 REQUIRED FOR TOILETS, 5HOWER5 AND TU65 PER WAG ,«,-s..w...r...,,,....lv.a.,..,ns.+k. .I..,...r..,.,.w.m.mw..m..e. ,.I.,.a•,.,,. :' I J I r ? 1 , it e Q001 F rL,mNiv SCALE: I/8"= I'_O" NO OFEN I N65 PE NORTH AND 5 5 ..,.< w.r�a „.'rr ,rr.. I'll, , ,I. If. v „�ry n , I, r..., .. .. r o, .l PRAPT STOP � ATTIC _.,�,,,�...,.»..�n �,., ,�.,L Y.� 01 pol 1 ,. , i ,.,.v ,na,'+ s r,Y�':1'RR .(.' '4h I. SM nt'•, '' � � !I^,t14,.,r ' ^��+^,�,IKIr'1'CI. J7�tr6 T'1/'L" - -` •.i19<. 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I 100- ", I p e> .", .......,j M I I -1-,.j m) - .1 I 0 11 I , . ,,, � _;!t dkrl, I I Z \ I I 'I" : * , - is . Q III '" I /', %,,�.Jlj INP Uj I '" It III -IIII, I I q ' I ,I I i F 5 S ) --"---" / 11 Ile I I It . t, I - I 1--#! !e= _" , L,,el.t.. ( '�, 1- I, " i r, .,,.. I 1 ll�c, 1 I 6. , . - -Ili,' 0 =,H kNEATHER PROOF OUTLET vq/ 6F.F.I. AIIIIIiIIIIIIIIIIIIIIII I 't ll :71, 1 ,:".: I , 1, J, " .. I 1, + � - .- i �1 I I, ! ,i I..,,,, r ,,.� f., , ,� "i I ''I I ,�, x " - I I � I ;I"' III. ,,p -W I, __ I I 111�fl" I "ke L 4 I _K I I. - : I -, \ " 0,,�,)'," I I .,. I I [\ I t DUPLEX OUTLET vq/ &ROUND FAULT . I I i � B , I .:d I ,I-11� _ I" , - I - I 11-1 I M( "\ ,,--..-- "'t. B I I i I "- __1 z -III, 0�F uj ;� 11 I ... 6, E� I I ,` I � 5.--.. - U i I 1% I I i I I ,.ft,h . .1 11 c / "' r I ,,, I I'- - "' I ev / I 1 I I I I t 6FI > Lc) t I - � I- � It ,� I'- ,� - I I I ,,. 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I .-I I I \ (I \I - .a.L 0!0� � 1 _ 1. -- f OFFICE BATHROOMS: -I- , 11 - U ,...,,,.__�.III_ - tIItlII,,, ` ` =_ ; I L.o.".1 `;. 1. I 0 I. ... I Ill It I I __ .� i, � 1,1:.,e'I ,=� et. I 1. 1�, A ,,"Itt' ...I-1 in ?"'t"k III.0 i � L I I III ., . I. h k4w) 0�� I I A, " 11, . Itt, Itt. III .. - 1 ., t I " i I ,, t _- % " J1 I IIIIII IV I I LI&HTOLIER 541:2. 0 It t I ' if ."S."Y I I., ,., I f., i I k1p.1, J',, I I "J".1. I .1 t�l � I I. I, I �,, 4 ? �, I ,p V ill, � ,I, r I I - .4 ; I Il`I`1lIII1`1IIWII`1I$`1`II1 I I I III, 14, ---- I /I I- -- " 'I % L.- .It �' 0 Iv. I i l .. I. ?I I I i I 11 15", I I "Ill 11 I � I I ... %� --A B, - I I - I _I '' F I � I � I , I \ L", I ,tI IP1 i I, Dl%� 44 %I I— /lk . - i 1,.1 .,./ ,,,, k I I V F, � . 11t. fA �� , It � ;'-I 'r, - I [K] - , I,:_ N-, ! i W 1 ,.:, IttI I 1 �4I,.. 1 , p � � I '..", I C) I \ .."',l- J� � I I \ \. I., I I'll, I I IN - I f� A? I, gsl.. p 11 0, I I . I Ij III , � "'It"I , 1, ) " I EXTERIOR NALL MOUNTED FIXTURE, @ tL. a _.__ .., ,.-I-,- 1�' I ,.:, , r" I �= - I I ` K D .--- t, ...I I I I I .1p, J,:., . I t'.. I - P''.- I /. ""*\ I 5TAIR INELL5 4 ROOF HATCH ROOM., 4 0 1 F I I (5 pr"\ N I OiIl !� , it 11 r' I ',',,I, j I I I I � 11 I "' '' � I 10- 'I p -, I III, - ;:_- :(= A � IL '. '' I... 11 i I ..", ,I(.4.1.- ,). � I 05 h, Its I .. %l,J ,IIIIIIIIIIIIII., I' - I., """ I , r III .,I HALO H5105 IIALL MOUNT 15h R50, VIHITE FIN15HI _Ik. ,s,, - H 1% "", I I I I Il 'IIIIIIIIII - I -, III Pi i� "..", .., I ... I - I � ?;j I - -.I'. , .I ,,vI,t,tt__ II " I 4 k - -, : It 0 11 Ill, k/ ,I 1,�k'v, I � III ) _-I F ,"j, I ,.,t I � I � ==G= � I - ,-.� If 1 _4? le, ��I. It, I _--o-IIIIIII"' z I— 5 i 0mb- Ill" I lk .. I 5 " :1� J 15 I , �� I,,] i fl. � I I 'I 7> � j ) H, - I , " 1-I"I"' I I , It I I I i I i I . k 11 � � � � I I I .-I... , I I. I'. I 'I , I f 1 _6cK. i I I .. -1 !, jo I., . 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OUTLET r ��-220 yy& L0 tip < E30i 0 LO 5IN(-;Ll- POLE 5101ITCH w Y(b 'Bcy' , I I I � ? i iTHREE HAr 5HITCH 114 IL DIMMER 5hITCH $ IA HEATHER PROOF 5HITCH $r TIME 5NITCH inall LI&HTOLIER OUINTET I PENDENT. tF.2 TL 1 .190 k., 0 PENDENT L 16HT FIXTURE vq/ 2' TRACK; F1 E 20 -TRAO L650-2'TRACK. — dd oitHALO POYiER EXTERIOR RECE55ED 5URFACE FIXTURE @ 0 A �20 itITS' -FICE ENTRY 5OFF ir or ROBERT BVI IH 'I[" -ON HALO H221 FLUSH DIFU55ER. SI'AIE OF WASIV FI! 05 INTERIOR RECE55ED 5URFACE FIXTURE: -1 %v I, IfHALO HIT. F1 2 t@ F 0 EXTERIOR RECE55ED 5URFACE FIXTURE Ole CONDO DECKS 4 EXTERIOR STORA&E: I14ALO H5iCAT Y4/ 5020 REFLECTOR CONE. illy IA INTERIOR HALL MOUNTED FIXTURE @ y CORRIDOR TO CONDO UNIT ENTRY: 4. LI&HTOLIER 40080 INHITE, ilk, Il50, K INTERIOR HALL MOUNTED FIXTURE CONDO SATHROOM5: LIGHTOLIER 422q, sop INTERIOR HALL MOUNTED FIXTURE @ tu 13 IL OFFICE BATHROOM5: L16HTOLIER $412, A ExTERioR. HALL. MOUNTED FIXTURE @ 5TAIR HELL5 4 ROOF HATCH ROOM: pop- 05 tL HALO H5105 114ALL MOUNT 15A R30f V4HITE FIN15H. [Mj __H fit in Obta* Eled-real Pernflt fro fe.\ro F.1 m EXTERIOR HALL MOUNTED FIXTURE @ State Labor & Industries F< � I CONDO DECKS: N k" K EXTERIOR HALL MOUNTED FIXTUR9 1 411p (5ARAOE INTERIOR: L16HTOLIER 6153 LUMIOUAD. A.y HALO H1515. Y.6 E J- I o K EXTERIOR HALL MOUNTED FIXTURE @ . I .... CARA(5E EXTERIOR: HALO COILEX BAFFLE H1526 HHITE FIN15H. IiV FIXTURE @ fx Yar RIOR CEILING MOUNTE INTE FICE AREAS, UNITS 301, 502 S 304 LAUNDRY: A OF METALUX M/MC SERIE5 SURFACE MODULAR 2'x4 ILI kf) > IN11-:RIOR CEILINGI MOUNTED FIXTURE @ < 5 TENANT 5TORAC-7E, ELEC. ROOM 4 MECH. ROOM: METALUX 55 5ERiE5 2-LAMP 4'5TRIP IN/ HIRE: 6AURD. 11TH I RE OOR 0 R 2 TRACK LI&HTINC7 FIXTUREt HALO L650 - 2TRACK. -4 TRACK LIC7HTINC7 FIXTURE: HALO L(251 4'TRACK. it TRACK LIGHTIN6 FIXTURE: HALO L.652 - b"TRACK. t\7 TRACK LI(5HTINC-2 FIXTURE: 12' TRACK. HALO L655 6ARA67E CEILIN& FIXTURE: LUMARK 65 5UPER 5MOKEY H.F.5.150H. I t T HALL MOUNTED EMER&ENCY LI&HTIN6 t'Lei 5TAIR hELL5 4 CORRIVOR51 5JRE-LITE5 5T-I 5ERIA5. Y L16HTIN& @ V4ALL MOUNTED EMER6ENC EF il PARKIN& GARA&E 4 EXTERIOR AREAS; I Ip fI.I.f.16HTED EXIT 516N5 E 5)RE-LITE5 EACI 5ERIE5. II P. tat NO FAN @ 5ATHROOM5: NUTONE 1qO5 CEILIN& FAN 4 HEAT. CEILING FAN @ LAUNDRY ROOM5. t NUTONE 01TTEST OTI 10. Ilz it-N: RANC7E HOOD FAN @ KITCHE -IN MECH. READY TO IN5TALL FIXTURE. t ROUC7H 100 OFM MIN. IN ALL KITCHENS Ix, W N5MOKE DETECTOR 1, pp.. jo, i _x y > it TV TELEPHONE itF1 f2p 'R5 OFFICE AREA5; ELECTRIC HALL HEATE it;11C A, I ir III 171 NUTONE 1516N HALL HEATER vq/ COMMON THERM05TAT. 13 �,x j" I.F :> F HALL MOUNTED FIRE EXTIN(5UI5HER t>1p X' CAR13ON MONOXIDE ALARM 'x iti< ,x . . ... 6AS METER ARCHITECT OF RECORD M ELECTRIC METER RT BUTTERFIELD -1 1p 1. EN H I MA67NETic, HOLD OPEN5 ra ti, -LECTRIC,IIAL 5ERVICE PANEL P RANN E3Y: 2 ELECTRICAL NOTE5: MOA/CMN 1. TO H.P. TO HOU5E ELECTRICAL PANEL. 2. ITEM5 U5EP IN TH15 5CHEDULE ARE FOR 5IDDIN6 FURP05E5 .105 NUMBER: r] AND CAN BE UP(7RAVED AT THE CLIENTS REGUE5T. Nc' DATE: 4, MECHANICAL NOTES. tit0(9/05/02 -:M OF OUTSIDE AIR REOUIRED IN EACH MEDIA ROOM, I :2, M5 HATT5 OF LIGHTING Y1ILL 5E PROVIDED PER MEDIA ROOM, itl vemod =0301rlv r% hc hi d' I Lp. 1L j F� it2002 NOV itAN ANL E 1 6 PERMIT COUNTER 60.51' DATUM 60.51' PATUM 10.51, TOP of ROOF e5.51' T'OP OF PLATE {—o'f i-4'} - ---4 -- - EXTERIOR� — �5 EX7"ERiOR EXIT f;XIT COURT BALCONY - I :20 A< 11 I I "71.51' 5rd FLOOR 4, p„ —.5`r11 -EXTERIOR + -EXTER IOR EXIT EXI,r 611 _ COURT BAL•Gt�)NY 1 I ! 65.51" 2nd FLOOR -j- UNIT 501 14 UNIT 201. 16_ GARAGE 15 _1 At -II 541.51'OFFICE FLOOR' i/ i ! ! i• \ r \ ` .P �1 � - / -. \ it NN \ • i' , 4. `/.- �`•,• � i r \ l /\\ '•f \ �/ ' •\`� r',r \ % / \' r ' �' f � /' ``♦ i ,- \ r/ /' .i /' r` ' \♦ i `� - ,% j' J / ' / TkT /. + i , \ / / •.%.\ \` ♦.\`/' , '\r \,/ '\/ ♦\ \ \,. J \ \ \ / 11 \ \ 1 \ `` \ J' r / r •\ r / \ / `F r /' / r f i r / \` / /, , �+ f ; J /:'' %;' /,.• , � •f\� : / r` \ � F \ r/ f ` / f r \, ♦r /' �� J ,/. \ i', \ /r\ `,', ,\: /, ; /,, \r' f .\ ,,ti i r fr ',\' \r r: � \ ♦ f \\ r\ ` � yti/rr�`''.+-'fr `, � � ..♦/ • \ / \ IN ,;\ \ N, f" • /r IN- NNI FPARTI,AL 5ECTION &RID a � ! 1 SCALE: 1/4 u ,- I -011 Ci0.51' TOIL OF ROOF 3'-4" 9of '-Ill'2 EX7ER,IDR EXTERIOR EXIT EXIT BALCONY COURT � L 20_ A -II y F r \ lll,``D- ~J"- __-_ _. _"i r -- l/f U.hO / ` r it • /,"`y'� \,/.'` :�`\ , , i,, IN \\\ r f , ti ' \' <( Y•? - -(. ^t i,>*- •-.. %• `:.ram/ �_ • rf � '"1-'(. -{ A '( 1- r f \ J ArArt� f r' Ne \ \ \ IN NNI r \ \ \ \ \ f /NN tu LINE 4 LOOKING EAST i4f �r ,✓"�� _ _ _ 'rr rt� �•s�7�^/'��, �.- /Sy _ -.�-F•��• r � ;'r\l`'♦'�'Sry 'Z�:rS?'�%S'�- --- -- ^ � "`__ . -- --- ...- - - ----- -- -- ^."`'` / y • y •_ ` .Y<.�i .i�•1_f-.A.L.� r !'i- ram_ ys..� _ , .,�-.-ram- �r�"--, _ -_--'- _—__-_ -- _•_ —__ —.- _..__•-__'-•-`..-.--- -- - _•_- _ __ •• - __—..--.--..�,—__•--.—.._--_ _ _ _ - _ I 55.51' TOP OF PLATE $jIII 15 1 15 -2 A- I I A- 11 -2 - = 4' UNIT 505 UNIT 504 I lit I I EXTERIOR EXTERIOR I � __u.[ (IIIr I 11< I -I�r I T[ 1_-1I4 C [- -1� . ' 3rd FLOOR 11, _ I - - - - - - - ► -I - - � - - - - -- - - - - - --- _`... -.— __.-._ _ ..-.-_ _-_- _--_ �1jI r T{( e_ _ ��- -T- — .•1• fe�e,aRRg.l,/e". 'PO-Lu��_•f'.xrM_ <._, +,MAFL _ —ti._ - .._ - -'s'^ Y_ �_._—�z—\ i_�_ _ _ A.. 1_ i_��,l_ ,- _ l_Y'_ _.—C _�.�_ _.1... _. _ -, /—yly_�.- •p_��.�� ..-L . .l., t _ J .J_ , -.l.l\_.- J,_l`}j1<tr +_+.�_Ar.n_ Is_h ti I • _'f. �� •_ _ _1 1-I Ir{ L.E1 11 - _. _j —jA., � _—A _ uwn.M_ Mill C J UNIT 2040- , LLJ1 __ EXTERI O .�.XTERI Did DEOK .,_.��_- -�I2 DECK, ll 11�! II lil 1 Il_1l I J 11 6d FLOOR _0r51' 2n --.......a.vws+n•s'e.,..,..,•_.o.,....w.n...; .,.mwn-+m�e.e+.e_•re,..,an . ..r...,..ns„_ns. _ _ _ ,w,m.a•.o,.-, - _ _ + WI mzv --- 1-I[ 1_I [1III 1_I1 I _I -I 11_1_ I1__(I.• I.I-1I1I. I lI �I.1I� 1[I II11_ ll ,l _ • a II - _qO�O _I I 1 I_l 1-.. _ A-1I -._ Sim. SIM. a 'i_ �_[.1 I ..,• OFFICE OFFIOF R I IE a� I ROOM 1I II � i4r INN \ f ' ' r .' �' • . ' I�1.1- [I � •�_I_ ��-- I-LI' I.I i� I� < ,\, I� _l�- I F I F OOi \ / - 1 I J \,, 541.51 OFFICE- L \\ '4 -[_ l] F \ - , r .... _. - - r--r--w:.-. _ate J j _ _ -•�}( _ -I� I 1 I.1_ � --_ ` \ `' -' / , \ •J ` . I V \ e' �1r "fir `� �" 'Sir i - ! ` f� `�'.. r •� r '�'-ci't l `•r . +�' r J � )) ! , ) � . / , r J r r r , r ^' � '/ /; ! ' ,; r IN ', \ \N. +,\ '` f \, / ,I � i• ! ,' `\,NI ! J /' r ' \ i r '/ .. / J , �. /, / , `/ \ \ 'INi rim \ F \, r , J.. .-i,Fr+. , IN\ r IN NN I NI a � IN T - FAR'OrIAL 5ECTION 9 FRONT DECi<5 aI I ,,,, I� ! 1 7- SGA�LE: 1/4 ! O LOOKING EAST qO. 51 ' TOP OF ROO 0 955.51' T•OF OF PLAm •a _•t -7.51' 5rd FLOOR 66.51' 2nd FLOOR 0 60.51 ' DATUM 5cl •51 ' OFF ICE FLOC 60.51 ' DATUM - 4`10 .51' TOF OF _ROC a ' e5.51' TOP OF FLA 0 "7-1.51' 5rd FLOOR. _ 65.51' 2nd FLOOR _ 511.51' OFF I GE FL.O( r=A5T E 50ALE: 1/5' II-p11 E\/ATI ON III Por° A L 14�% 1 L I r r"' Y" A A .I L I 1 s+ BEAMS AND COLUMNS ADDRESS NUMBERS ADDRESS NUMBERS SHALL BE POSTED PLAINLY VISIBLE AND LEGIBLE FROM STREET OR ROAD FRONTING PROPERTY. OTE: THE INSTALLATION AND APPLICATION OF EXTERIOR WALL MATERIALS SHALL BE PER U.B.G. CHAPTER 14; 3NEATHER PROTECTION, VENEERS AND SIDING. ROOFING 5HALL BE INSTALLED PER U.5.G. CHAPTER 15 AND WITHSTAND WIND LOADS IN ACCORDANCE Y41TH U.B.G. CHAPTER I(o, DIVISION 5. BUILDING HEIGHT CHECK • TRANSIT SHALL BE SET UP FOR INSPECTOR AT FRAMING INSPECTION TO CHECK HEIGHT OF STRUCTURE, el-T^ A LIram►IkI r" It= A LA kAt=-r A 1 r_�.r^tIrIk1r_ �; NF5T I ON o SCALE 0 NOTE THE INSTALLATION AND APPLICATION OF EXTERIOR WALL MATERIALS SHALL BE PER U.5-C . CHAPTER 14; WEATHER PROTECTION, VENEERS AND 5I D I NG. ROOFING 5HALL DE INSTALLED PER U.B.G. CHAPTER 15 AND WITHSTAND WIND LOADS IN ACCORDANCE WITH U.B.C. CHAPTER 161 DIVISION 5. PAINTED WOOD FA 501 A BOARP 4 GUTTER PAINTED BOARD AND BA TT S 11:) I NG ` ST/4I NED GEDAR SHINGLE SIDING - PAINTED Y400D FASCIA BOARD 4 GUTTER .-,-STAINEV GEUAR SHINGLE SIDING • - PA+INTED BOARD AND BATT 51 D I NG �w �► � 'i w...Pw'w+ pz c�U � a 0 v T. :E LL �C t.J.,i < �a) w u, < C? :E 1-0iw � f Z) (D L0 Cyr w A P 1_1_ -i -190 A CooI 111 L'.0 "T ROBFRT BUTIi i*-i_...) S I -ATE Of WASI TON wPrrw"""'."•M""""P Lu Y,YWdM a ..�.... rwir.,we Y" 1 a Z tu •f1V• L 9 w ) OL x Lu IV �_ ! . uj AA Q) R\� -�I�C111 I•�i ARCHITECT OF RECORD ROBERT BUTTERF I ELD PROJECT- MANA&ER SR5 - - _ DRAWN B1`:- - - OB I ..I NUMBER: DATI 06/0 /02 DRAV41 NCB NO. f-A I r . 0 1.+.(.► ,.ry r-.i�w %r 1 ..J 11/ i I rL.W L. r-% I I T Lu u, lu JU Q C5OUTH ELEVATI ON 0- � z Lu Q �Q/ � 50ALE. 115 ^ O .J NOTE THE INSTALLATION AND APPLICATION OF EXTERIOR YNALL MATERIALS 5HALL 5E PER U,15.C. CHAPTER IMF; MATHER. PROTECTION, VENEERS AND 51 D I NCB . ROOF I N& SHALL BE INSTALLED PER U.B.C. CHAPTER 15 AND INITH5TAND Y41ND LOAD5 IN ACCORDANCE WITH U.5.C. CHAPTER 161 DIVISION 5. NORTH ELE\VATION SCALE: I/8„=1'_0" NOTE:8 THE INSTALLATION AND APPLICATION OF EXTERIOR Y4ALL MATERIALS SHALL BE PER U.B.G. CHAPTER 14; NEATHER PROTECTION, VENEERS AND SIDING. ROOFING SHALL 5E INSTALLED PER U.B.G. CHAPTER IS ANP KTH5TAND AIND LOADS IN ACCORDANCE KITH U.B.G. CHAPTER 16, DIVISION 5. 4 lu uj � o 0.5I' TOP OF ROOF �o i 5.51' TOP OF PLAT '7'7 5I' 5rd FL 0 68.51' 2nd I'LO Q u O rs- (50.51' DATUM i.51' OFFICE FLOOR, \Ors P/ co Lo � Ll. LLI 2i LL u� CK w C Q ' W LL xLo Lo�.� <0 to OCJ %• Lu r R T_ 015 TI : R L :1-) A FR C;1--11 1"f_ c F W r� OL tf) Lu ly �r ARCHITECT OF RECORD ROBERT BUTTERF I EL .r PROJECT MANAGER: 5RB DRAWN BY: MC AlC M!N --,�_--_:-- -=JOB NUMBER; ------- DATE:. DRAINI N& NO. PERMIT COUNTER 0 d 60.51' DATUM - g0.51 ' TOP OF ROOF iL 85.51' TOP OF PLATE EXTERIOR FIN15H PER ELEVATIONS 1 # BUILDING PAPER, 5/5 FIRE RATED G.IN.B., "7/16 0n5,13.5HEATHIN61 2xb STUDS @ 16" O.G. vV/ BATT IN5UL, 5/15" TYPE "XII G.kN'I5., FINISH PER FIN15H SCHEDULE. 5rd FLOOR 60.51' �'\o rs�� INI Z o O' CD r �..LO CN t� w z 0 LL w C) C�J Of < CL 0 - � rya w, ul- �LID � w LA LOp'...- 1 CN :` A R Ct I I I TE:_, C T f r , t �'rh .".. .%\\'/i\I \ ! r l•l\\,/\i% '. \\ \�` ♦%�t!/`,'l\\%�,�� f. fi\`\� `�/\�:y,,l/\,ice f�� / J \/ �+fJ.' f\\ 'f `il t''` �%'`l.�` ,.�,�wr� r r,, / , f. % �/ ! � I✓ / lr.li I,` �/, /! \r %'. l\, f it /'r. !' / // r. •r rr rr I ,t •r! `rrri/ //fI �%'\// //r, /r' •,'\f/:%//:' ,'1/` ':r � +:,. a111a111.4Ya_I. Mi T a .._J LU o TY IGAL ROOF GONaTRUGTION: ,-•--•-a . 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TYPICAL ROOF CON51RUCTION: FLAT ROOF ROOFINO PER FIN15H 50HEDULE, 15 Ib BUILDING PAPER, I/2" 5HEATHING, I x4 @ 5" O.G., RIGID INSULATION PER ENERGY CALC., 15 Ib BUILDINGS PAPER, STRUCTURAL ROOF SHEATHING PER 5TRUCTa, ROOF J015TS SPACED 4 SLOPED PER 5TRU6T.1 (2) LAYER5 5/8" GYP5UM WALL BOARD, FIN15H PER FINISH SCHEDULE. i FICE N001 a'_'� UNI"\3 3�I 711 na ,amrvn awe aanss�rvae•�roraan wanea4a.mr�.rtnrn-�,vrtruro+anrxnmam.�....�r.r•.,r.rr,w«..,.r,..r...,... - :s..i,,.,r-ew . e,mww�nmrr. nra.mn,mrn mrrnrnrs.a.a�.,.a,m,cusaarws-r.,nyatt�m* axennnnr,err.,,ewmun+y - mam_,a�r -e•n.a rar�,,.� mwew-nemrmrrrn mrrnnsr•amn - _.rmnr..rmm�a+w.e�.-.••er•nisrr+..re,.e,raa+,nrwrram'r.arn-,�,.,�+..era +-.sav�.•,+..xmmne r�.wnvimram.,.a,nru.a�mnranr,ar YYNWYWIfiMWiNifY�Y'IiiY ..m.,.nmmmam-�.rv.c+.ee>w.e..+urena�er�m.neap..w.a.m..rrnrn.anrwrma,n_mrs-amaa.+m.,wmream„w - _ vrmmnareryrr,sr•-.=,.�.=-�.,mrnmrmr„r•....+,nd,.nm.-c.r,-r�=amvnsvar.r,mrm.mxmea.,.�-,.r.r_-a^,.enrsa•mnn.vansrr.,e..-w.+.ww+r+a-r.virviwma+ar.w�,mor•esvaar-aras+urra+n•+ _ _ _ _ _ TYPICRiL FLOOR_ GONSTRUGTIO—W >. 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E3 I LwD I N6 5ECT I ON n_ zz' 5GAL_rE: 1/4" = I'-O" L.00KIN6 EA5T r , Dow 1AA 14-1 ci doom 'pr •s ARCHITECT OF RECORD ROB .RT BUTT a.RFI L P FRM/ JEGT- M •f \/ \,mrl ER,. _..,.,.._ DRAINN ��' L iwiGtA/GM1lV 1C.8 NUMBER, PATE PRAINI NG NO. ROOFIN6 MATERAL A5 5PEGIFIEL? 7 "1 1.� X 'K, > 37777 Nx/ I;< x, "'x" � X x \y", 'K/ �11'1 '.X, I� -1 'X. > > Al/x.l 1 :< X x X� > A �X, \z X 5HEATHIN6 PER Ir" I STRUCTURAL R-30 R161P INSULATION OVER 15 1b. E3LDC7 PAPER ROOF PER -JOI5T5 STRUCTURAL E 7W _;.I- 6.N.5 PER FIRE RATIN6 L I NE OF DU ILPI N6 PRE-HANUFACTUREP TRU55E5 @ 2411 o.c.. -0" E&RE55 &ATE DOOR FUL H r-516NA&E NHERE APPLI BLE AL PU5 "I SHEATHIN� PLATE: V5=lln 1=61V=I lie, or 1-1 Ix FASC.,IA BOARD L-5HEATHINC7 PER 2 VETAL STRUCTURAL VIWrL5IPIN67 OR CEDAR SHINSLE SIDIN&; <--ROOF J015T F'ER I-- Id in SEE ELEVATIONS 1# 5UILDIN(�p PAPER - 1K 5/6" FIRE RATEP 6*1`1`5UM 5HEATHIN6 REOUIREMENTS. 5HEATHIN6 5TRUCTORAL 2"4) DONN 5FOUT 5CALE: - tj-, T-_ L ROOFIN6 OVER 5HINIOLE PAPER 15 Ib. BUILDINC CONTINUOUS &UTTER STRUCTURAL— (2) LA**(ER5 5/�D NOTES: -TYPE "XII I 6ATE TO HAVE UNLOCKA15LE PA55AC7E HARPY4ARE. vo. E, 41 6ATE TO 5NIN& IN THE DIRECTION OF TRAXEL. AS NOTED V Ea in^ 5. 5HOP VRAYiINC75 SHALL BE PROVIPED AND D TYPE IIXII 6'N'a WC IN PRIOR TO MANUFACTURIN6. 0 t-otl 50ALE: 11/2 =1 ROOF INSULATION DETAIL 2 CONTINUOUS 6UTTER DETAIL AA LL A55EMBLY U.L. SYSTEM VNIL-105CI (FORMERLY V4ALL A55EMBLY - U-L. 5*7"05TEM ViL-07001 (FORMERLY 5"�5TEM 601) 5Y5TEM 605) F RATIN6 I- HR. T RATIN6 - I- HR. T RATINO 0-HR. 4 I-HR. (5EF. ITEM ;2 F RATI N6 o-HR. 5ELON) _Nor jO REMAIN UNOBSTRUCTED RIO J- 11 1 R-11 BATT INSULATION uNFAGEr..,, 5UOFLOOR 6LUEP NAILED, TYPICAL 51/e5" TYPE "X" 67.^5. (1-HR) OR (2) LAYERS .15/a" TYPE. 11)(11 6.PN.D. (2-HR) 1" AIRSPACE X T=>S I&" O.C. 2X& 5 Rim jci�;)*r RIC71P INSULATION PER ENER&Y CALCS. 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(2-HR) R-11 BATT IN5ULA71ON- 5(�ALE- 5/4" 1'-0 5C.-ALEI 5/4" 1'011 UNFAC.,EP 5CALE: 5/4" 1'�O" 90 FREGISTI - J�ED AN C, 1 -11 C T 5 E6RESS &ATE DETAIL"" 4 Im"HOUR DEMISIN6 NALL FLOOR 5 ImmHOUR PEMISIN6 NALL @ ROOF (o ATTIC ACCESS DETAIL INALL AE6EMSL�K-U.L. S YSTEM 5/5 it TYPE "X" TO ROOF ROOF TRU55E5 5/5" TYPE "X" &-A-5- TO ROOF V4L-5054 @ 241, O.c.0, SHEATHIN& ONE 51PE OF 2x4 ROBERI BUTI-1-RHEI SHEATHIN& ONE '51IDE OF TRU55. STAT OFWASHING1 (FORMERLY 5Y5TEM (0060) W6 1.� �1" 5TUro>5 @ 16" 0.0. F RATIN&-I-HR, T RATINC-7-0-HR, I-HR. 4 _07 Standard ADA Signage E A I 10k A 1%, A J K) PWyt1W Mth blWdec4taid0a WNWHU IT _ -- --- % �--2X4 STUD5 11 O,C 0 16 > N A " - iv R I r.5 I P IN5UL. 13, PER ENER&Y ROOF JO 15T5 U. 1 ?t PER 5TRIVoCT, A C-oALG5. 1�< - `V;�i� t�� &.N,5 PER FIRE RATIN61 r-;:,).,.r fC4 REOUIREMENT5. [Jll�� 41, >_, 10 ri 9(ov H I :f PERPENDICULAR TO TRUSS V_ 50ALE.- 5/4`1 11-011 12 INTERIOR 516NA&E 0) 151LOO MODEL '62'�& ROOF HATCH PAINT To MATCH ROOF! SECTION 0 X 5LOPE < ET) 5TEEL AN6LES, 5EE ROOF FRAMIN& PLAN FOR SIZES IN51"ALL BILCO MOD #LU-I 9!VW- BLACK 5AFET�r F05T TO L R16�IP IN5ULATION ROOF TRU55ES, (�05. 11 PER ENER6v*T'0 CAL 00 2 4 =!�JIQN A-=6 _0 =A rr�! I, �'; �I\ 777=77, 7 X, 1. kNALL A5�51EMDL'Vr AN*'r I -HOUR FIRE-RE515TANT 6YP<5UM PANEL 5MT10N 4 11� 41 1, NALL A55EMOLY ANY I -HOUR FIRE-RE515TANT &YP5UM PANEL NALL A55EMBL"(. JOINT5 FIN 5 2 AND COMPOUND; FA5TENERS. FIN15HED N1 5HEETROC< JOINT AALL A55EMBL""(. JOINTS FINISHED �NITH 5HEETROCK JOINT TAPE COMPOUND. AND COMPOUNP; FA5TENER%5 FIN15HEP NITH SHEETROCK JOINT 2. CABLE5 - MIN. 10961 TO MAX. 40% FILL OF 100 FR. NO, :24 AVq& ROOF JOISTS A 5 11 ON AaA COMPOUND. TELEPHONE CA15LE5 v4/ POLYVINYL CHLORINE INSULATION 4 PER 5TRUC,,T. 2. AIR r%CT - NOMINAL 3" 5*Y"' 10" PREFABRICATED 24 &A. 5HEET JACKET. MIN. 1/2" TO MAX. 5-1/a" ANNULAR 5FA(::�E BETNr�-EN METAL AIR PUOT. MIN. 1/140" TO MAX. I" ANNULAR SPACE 5E!TINEEN CA15LE5 AND FERIPHER�r OF OPENIN6 15 REWIRED. CABLE5 TO DUCT AND PERIPHERY OF OFENIN6 15 REOUIREZI;�. AIR DU(:�T TO BE BE: RI&IPLY SUPPORTED ON BOTH 51DE5 OF THE ViALL A55EMOILY. RI&IDLY 5UPPORTED ON BOTH 51DE5 OF THE �NALL A55EME3LY. 10% FILL FOR I-HR. T RATIN&; 40% FILL FOR 0-HR. T RATIN6. PER FIRE RATIN(5- - MIN. 2-1/211 OF THERMAF15ER SAFIN& 5. FRAMIN6 MATERIAL 5. FRAHINry MATERIAL - MIN. 2-1/2" OF THERMAFIBER SAFIN6 REOUIREMENTS, IN5ULATION NITH MIN. DEN51TY OF 5.5 PCoF - U.L. R10105 LADEL. INSULATION AITH MIN. DENSITY OF 5.5 POF - U.L. RIOq05 LABEL.. 1. AALL A55EM15LY ANY I -HOUR FIRE-RE516TANT 6"rPSUM 4. FILL, VOID OR CAVITY MATERIAL MIN. 1/2" DEPTH OF 4. FILL, VOID OR CAVIT"( MATERIAL - MIN. 1/2" DEPTH OF wK FIRECOPE COMPOUND INSTALLED ON EACH SIPE OF AALL. PANEL kPNIALL A55EM15LY. JOINTS FIN15HED AITH 5HEETROC FIRECODE COMPOUND IN5TALLEP ON EACH51PE OF AALL. .,OMFOUNP; FA5TENER5 FINISHED AITH ALI &NEI�) IN/ TRU55 JOINT TAPE AND C 5HEETROr.00K JOINT COMPOUND, +REFER TO THE UL FIRE RE:515TANCE DIRECTORY FOR *REFER TO THE UL FIRE RE515TANCE DIRECTORY FOR 2. ME.-TALLIC PIPE - ANY OF THE FOLLONIN6 MUST BE USED; THROU6H-FENETRATION FIRE,5TOP 5Y5TEM5 OR CONTAC7 U.S. THROU6H-FENETRATION FIRE5TOP 5Y5TEM5 OR CONTACT U.5. NOMINAL 411 DIAMETER (OR SMALLER) SCHEDULE 10 (OR C7YF5UM COMPANY FOR COMPLETE INFORMATION. 50ALE: IV2"� I'-011 6YF5UM CoOMPANY FOR C.,oOMPLETE INFORMATION. SCALE: HEAVIER) 5TEEL PIPE. A MIN, 1/4" TO MAX. 1-1/411 ANNULAR 5FACE 13ETY�EEN PIPE AND PERIPHERY OF OPENINO 15 f;ZEOUIRED - O-HR T RATIN6. b DUCT THROU6H NALL DETAIL C1 CABLE THROU&H NALL DETAIL ia DRAFT 5TOF CONSTRUCTION 00V NOMINAL 4" DIAMETER (OR SMALLER.) CA57V OR PUCTILE IRON PIPE. A MIN. 1/4" TO MAX. 1-1/4" ANNULAR 5FACE 5ETIoNEEN PIPE AND PER%IPHER%I'e OF OPENINCEP 15 REOUIRED - 1-1/211 x I" FLAT 5AR O�VHR T RATIN6. . NOMINAL 4" DIAMETER (OR 5MALLER) ELECTRICAL 1" 50. VERT. @ MIN. (oil NOTE METALLIC TUBIN& OR STEEL CONPUIT. A MIN. 1/4" To MAX. DES16N INTENT OF RAILIN& 1-1/4" ANNULAR SPACE 5ETNEEN PIPE AND PERIPHERY OF AS SHO?�N IN THIS DETAIL 4 OPENIN6 15 REOUIREP, A 1/2" PIAMETER (OR 5MALLER) EXTERIOR ELEVATIONS. ELECTRICAL METALLIC TUBIN6 OR STEEL CONDUIT HAS I�HR TO 5E BID IN TNO FIN15HE5 T RATINCv; LVAR&ER THAN 1/211 DIAMETER HAS O-HR T 5/411 FLAT BAR AND MATERIAL5 RATIN6. il PIAMETER (OR SMALLER) TYPE L (OR NOM I NAL 5/4 1. NOTCHED 5TEEL BAR MIN. 1/4" TO MAX. 1-15111611 POY"11DER COATEPI HEAVIER) COPPER TUBIN6. A FAINTED 6ALV. YiALL CAP ANNULAR SPACE IBET?NEEN PIPE AND PERIPHERY OF (0 COLOR A5 DIRECTED OPENIN6 15 REOUIFZEr�) - O-HR T RATINC-2. 2. PRE-FIN15HEP ALUM., NOMINAL 41' 1:;)1AMETER (OR SMALLER) TYPE L (OR ommi -1/4" - COLOR AS PIRE(:�TEP HEAVIER) COPPER FIFE. A MIN. 5/5" TO MAX. 1 0 0( ANNULAR 51PACE 5ETAEEN FIFE: AND PERIPHERY OF EE -V � O�HR T RATIN6, 5. BRACE POINT OR EOUAL OFENIN6 15 REaUIRE Od 0 0 OYVER COATEDI .11 STAINED CeEDAR SHIN6LE5 5, FRAMIN& MATERIAL - MIN. OF THERMAFIBER P OR PAINTEP E30ARV AND SAFIN& INSULATION NITH MIN. t��EN51TY OF 5.5 PCF � U.L. 31150, x 1/4" PLATE BATT 51PIN67.(5EE 5UILI;)INC-2 R-Ioclo5i LA5EL, ELEVATIONS FOR MATERIAL otA\07�r MATERIAL - MIN. 1/2" PEPTH OF (4) 51a x 5-1/2" LA650REV45 I 1 -0 1, 4, FILL, VOID OR C FIREcoPE COMPOUNP IN5TALLE0 ON EACH 51DE OF AALL. NOTE: LOCATION.) AWCHOR YIATERPROOF ROOF &YPSUM YqALL BOARD *REFER TO THE UL FIRE, RE515TANCZ DIRECTORY FOR MAN MEMBRANE; RUN UP EA. THROU&H-PENETRATION FIRE5TOF PER FIRE RATIN6. YqALL 12" MIN. BEHIND 51PIN& SYSTEMS OR CONTACT U.S. 67YP5UM COMPANY FOR I, COMFL.C-TE INFORMATION. 1# BUILDIN& PAPER 1/21, cr?x FLYY0. CEDAR 5HIN&LE 510INry It 1 11 5CALE# IV2 =1 0 2 x 4 FA501A BRO. TYR 15 F I FE THROU6H NALL DETAIL TOP 4 BOTTOM WSHT. MEATL FLASIHINO OVER BOTTOM BRD. 4 BEHIND 51DIN& -AGE "R" ADI.i. IN AS,REQUIre tE,,D1 f 106.16.2 mounfing location and height. 9 shall 4 Si be installed on the wall adlocent to the la(Chs Palo, Of the s shall betentoted at 60 iho)105 (I �25 Mrn) door, Sign ounting location tot suct) above the finished floor M signage shall be slich that a person may approach 1106.16,1.1 (nternational Symbol of Access 7ho international SywboI of Access shall be as show[) within 3 inches (76 irim) of signage withoul encountering protruding oblects or standing within the below: swing of a door )01�x.l Ed; ISen ifludiratioll ��U)juj 1106,16,3 Finish and color Characters and symbols hones Toxl tolophones shall have a high Contrast with their background The Teirt ore vSection 11054 pshallberdenfifiedbytrie Internallonal Taxi Telop requ' d b) hone symbol as shown bofow: shell, matte, or other non-glate finish A R 1�dj All interior and exterior siyns depicting the Inter, �Sufi jj�joirlillon ��di �J= national Symbol of Access shall be white on a blue 1106.10,1,3 Assislive listening systems. Permanently bankground o (equired by insfall&def,sistivo listening systems that ar Sq�tion 1103 1 22 shall be idoatitiod by the 1106.16.4 Character proportion and height. Letters 10(ornaflonal Symbo) of Access lot 1-fearing Loss as and numbers on signs shaff have a wOlh-to-height ratio .mdth-ro-height ratio shown below behveen 3 5 And I I Mid a stroke betwoon J.,5 jind 1 10 LwLn � A Ej I d I (Seo illugliration -g-- _-LI-E Cliaraclers and nurnbors on signs shall be sized 1106,16.1.4 Volume control telephones. Telephones according to the viewing distance from which they are reqifirad by Section 1 F05 4 2 to have volume controls to be read The mininjum Character height for signs that S6 a'll be loontifred by a hand.set containing a dopiction are suspended or projected overhead is 3 inches (76 of a tolophono handsof will) radiating sound waves mm) for tipper raso letters Lower case letters are permitted Raised and Braille characters and 1106,16,5 pictorial symbol signs (pictograrns). 1106,16..5.1 Raised charzicters and symbols. Cj)aracters arid symbols on tactile signs shall be raised at least il,j;) inch (08 fnin) Raised characters and syrnbols shall be simple typeface upper case Yl f less than slo characters Raisud charactPrs ,;halt be no inch (16 mrn) nor more than 2 inches (51 nrim) in height Raised characters shall be accompanied by Braille in ilh this sachon accord w f cz 1106.15.5.2 Braille. Braifle sl)all be separated from the -orresponcfing raised characters or symbols Braille shall be Grade 2 110& 16.5.3 Piclograms, wiere providod, pic(ogfarns shall be accompanied Oy tile equivalent verbal on placed directly beloW the PictOgram rhO doscripti togram shall be not 105-5 border dimension of the pir than 6 inches (152 mm) in height . . . . . . . . . . r 0) T)"*FICAL EXTERIOR DECK Ict A.P.A. 516NA&E DECK MIN. SLOPE I/a":1211 VINYL DECK FIN15H MAT. AS DIRECTED BY OYiNER 77 T...... 2" SCREEN VENT "I 0.1 < CONNECT ROOF DRAIN5_1" TO ROOF 1�)OY4N5FOUTS 01 DECK BEAM HAN&ER 4 COL5.; 5EE 5TRUCT. FRAMIN65 5HT. COLUMNS 5/a" TYPE X EXT. 67"rP. 5HEATHIN6, L16HT DASH TEXTURE FAINTEP (MAX IO'EXPANSION JOINT 5FACIN6) INTERIOR BATT IN5ULATI10N nR ENER&"( CALCULATION5 5HEATHINC-7 PER 5TRUr.,,,,T- FRAMIN& PER 5TRUCT. FER 510RUCTURAL------> ROOF LADDER PER =>K I - ___ - MANUF 0 + F ACTURE5 5PEC45. <�-----FRE FA5RIGATED ROOF TRU55- Ll 0 RUN 5/5" 6YRBUM 50ARV DE516 NO T,.IM/FCA (ooRZL HEIC?HT TO DECK *1 eE FLOOR� %.101 IN& ASSEMBLY 0 - 5T6 50 vil ILIENT CHANNEL5 L_ h I916<21lx3/8)"xV`1 5/8" LON6 BENT FLAT 9ER 4 15OLT ANNEL5 YIELD TO 5TRINC it TO NALL INITH 1/2 THRU DOLT (1) TOPPIN6 (OPTIONAL) LI&HTYqEIaHT CONCRETE OR PROPRIETARY TOPPINCv. 2x4 DLOCKIN6 5E-TAEEN 5TUD5 0 (2) 5UE3FLOORIN6 5/4" T PLYY400D OR ORIFNTEr,> 5TRAN1:;)5OARP (055). 5/& x2" 5TEEL PLATE LADDER (5)STRUCTURAL MEM15ER5 -5TU6@jkFIE5 �.,1015TSI PRODUCT FIRE C.,LA55 A-H, SEE SECTION 4 FOR &ENERAL INFORMATION. (4) 6YPSUM E30ARD QN 1: TY�o LAYER5,1/2" U5C7/06C "SHEETROCK FIRE COPE C. a R OC., "FIREBOARDC" 6YP5UM 50ARD. ------ OPTION 2: T OAR LADDER RUN(55 I 0?_ EACH AT 121, 0.6. 1 (5) FURRIN& CHANNEL5 (OPTIONAL) - RESIL.IENT CHANNEL OR HAT CHANNEL FA5TENEr�) To JOISTS. J015T 5FACIN6 MAY BE INOREA51EP TF AND 50"1*6tf LfQtfZVff9k1- 5HALL 5E I UFC67R P IN ACCORI�)ANCE NITH TRU55 J015T 5F It=11coATIONS). TO MAINTAIN AN STC OF 501 RE51LIENT HANNELS MAY BE OMITTED IF 1-1/2" OF TOFFIN6 15 U5E-P- 0- L 2"x2"xI/4"XO'-2" LON6 NELP TO STRIWvER AND L.A6 TO BLOOKINC7 AT FLOOR 5Y5TEM N1 5/64X2-1/2" LA6 5CREN5 SECTION 5CALE- IV2 11=11�cfl ROOF HATCH vil LADDER ELEVATION SCALE. 3/4" 1'-011 h� to CL Q_ q) ks) CIL! 1AA �W, -zz W > 0 o <1 RCoHIT OT 0 R 00 R05ERT BUTTERFELP FROJECT MANA6ER: r.)RA�NN 5*' MaAlCoo�Wi 7. --- ---- JOB NUMBER. E;>ATE:: 1�)RAVYN6 NO. z 1�. RETURN TO WALL-.------ i-- _ -.__ _ ..__ __ ._� 11" MIN. (TYPICAL DIM.) �/4" t) �•, `e""""*`*`7 - _ _ __ __ _ __ _ __ _ _ ___ _________ _ __________ ___ __ .___ _ � ' YA-12 _,ROOF L. MIN. 2xb SACKER •----�---� .. 1 T-1 STAIR I AT SUPPORT I 11 5 - 1 -ACCE55 __ _ _ __ _.__ .__a 12" MIN. 1/2" R MAX.NOO 11{ _;Yyr /%� ! N_,,,., )� 1..11, .,....� .� S NOTE: SEE PLAN5 FOR FINAL -------- -- CARPET PAD CABINET elov� / I fO-) LO I I y� . ; DE51CIN INFORMATION M' T DETAIL 15 HAND I L 5UPPORT _-.----_-___ ______ __----___ ---------% -- __ _ FIRE EX. PHIS � L _ ,,,„ ., .- ... Ci. ��''„m ` T ONLY) 8 @ 5`-� " O.G. MIN. It __ _- - __ _ __----_ --_- - �__.. --- -_ _ - - i • SCHEMATIC L z - - _ • ? __ = - - - .___------------ ---- - _- _% - -_ _ _'_ _.. -----% - . c �Y %�\� i I & \� y `� \ HANDRAIL I-I/2"� 5TEEL 6 =N F!: Q \;: ', I-If2" FROM WALL UIN.O. %' �%//' T ;''`' ' 1.1.,I en5EE DETAILS I-1/a" P YWOOD X _�.1 -` i- - - - -10 --- - - - _ GOR DOR - - ik i ` �1/�.�l.l� cu< -- -_ _ - No, I t I r o 0TREAD x --�-�- N� . TO 2n � \ _ ~ m - � �n in in � / \ � , cs� us ,/ _ - -„_. �. x - _ . ,.m. 1- CARPET ONLY--- - --- - ., A I2 ..�_ .__... ___ ' 00010, _ - _ i (No PAD) - - - - � -I - --CARPET PAD .� -� 1 j ` _ __ �I— -- -- - - -I �' _ : 3/4" PLYWaoD I _ `� I - - — - -- '--- - - --' -I I I __..._.-.� __ - -- - - _,J m `�N a , •A •-•:—'n,.1'•.,. • •,• I . \'. .ln .. ., 11,• :1•t I• '/ l ii• ,, I;' S1, ..... R15E\ 1. I — _ -- --- - - - - IC-1 I I I [ -1 --ooeo- — 11_I / I J1 t_ _ -_ __I TREAD -- _ _-Y _�— 1 1!i _ Ln 2 �) Q Q - ul 2 A�-I LJJ W-T ---VIA ;: � � 1 _ I Q lfi -- 1 I �.�,._>r._. l4 •-,----..•._..,-,. -.I �, / \ U.N.O, -- II 14 4 V Q V _-1 i s 'n 3 i u- w �- , , � 6 tv � 0) 3 13 _ � -I, L I - _ . _ _ ✓ �' I %$ PLYWOOD TREAD, .._,. r� _ _ T �� _II �, T � L I► %D � If '------->-_. w -�. , �4 = I.� - 6LUE 4 SCREW. 13 5 - � m 5 - � - 4 12 I...... F- �? ; i- � ----- 5ELOW 5TAIR IN5TALL - (5) 2x12 5TRINGER- „____ w,,,_ .�_.._ .W_._- -, __-____ --- -- _�_ _ ___ - I'-I1" MIN. x I I [r� �r/%�� I2 (y� 5 , > 0 (t � � 5 lI a C� ►aC7 `� : 5/S TYPE X M ,♦ .I�. 6 Ix4 N051N6 -- (1) LAYER @ WALL5 -_-_, .-.�-. __ .._ _+_____ - ,._•�.__ --_ ��' .__ �` r AIO r r- 10 _____ . - Ia I � F�_ � �-•- , /4" PLYWaoD._-.__-.•• (5) 2xl2 5TRIN&ER5 . ____ . _ - __---_ - -- P-->-- .� ..:� _ ___ -. - ...-__ q _ ---_- —- �,�11 RI5ER5 _� iy _- c iy . . FIRE 5LK. AT M I DSPAN _..- _._..»_._ ,. _ ._ -_ F- ` '., . ' ------ - - - > _._•_ •, .. __.._._ . -' I _ _ R 2 \' R. -` AT WALL ALDNG STRINGER --I _ `` \ \\ _I =-1 , 2x4 THRUST— 3ETWEEN 5TUD5 - -- - - -- I - - - --- - _ - --- -- � - - - - ' -- . - -�---- _ - - - - I 0 t 1 1 1 1 Ci • _ .-_ . BLOC - _- _ _ . , ___ _ --_ SCALE: �/41!y l#-�!i SCALE. 5" = I'-O" 1� 11 >( 1�511 ;t �' d l��^ 11 I�511 '� y /j 1'. 11 /[ I�511 C - -__ __ -- ___-__�.___,.. _ _ _------__ - --_----_----.____..___-.--,--"'------_--'.__--------✓__ I 44// _— - _ _ . - ----- % _ - _-----i- -✓-- _ _ - - -^- _---+i�---_"%' _____ IL 11_ 7 ,an __. �_.___ ___ ____-_______.. _-- --_- --__--__ �> I TY"'FICALSTAIR 2 STAIR RISERDETAIL _.-___ ____-.______--_______ - � _. _ -__ _ ,-----____-____-,-._ -_-_ Ali _` -II f _� � __ -,--. [. mommimmimemmumaiiiiiiiii iiiiiiii,wimmuldlillffiiiiinimmolml I--,1-1--ll- a ..,+.r a.a,. ..•.� .sw .I..w. saw ..r'� w�wn ww—e wl�w.l .raw w.s�ur w.'..w _-_•_ _-_-,_ ___.__,_•�_,-,__,__._.._..___ R(�[3ERT BU FIFI_.H) SJ A rr rn.-IINGTON ICE'-Q" 101�..®11 1 p'..p11 I I .1 f'... L_ I �f____ ---------.----------,---------,---,—,------4f- __1#f____-___ --/r- - ,;;0r__- - - --- ------- - --- ef _ _ -- - ,_ =::. ----. - -- - - - I . • RETURN END5 TO WALL -m----- i I TYPICAL1: I 5GALE, 1/4"= I I��ry11 5GALE. I/4'1= V' O" 50ALE: 1/4" ",1', 011 "" I I_-.------------------_..-----_-__•_----_.------__ ---- -- - - - - -- - - - ---- -'- ---------•-_-_----_._._._-------_.Y. __ _---_-_-__-_____--_--'--- — ----------..---------------'_--------- --.._.----._..._--- —__.-_------._._--_.-.-----._._..-,.__.._._-_-.-----------_,..-..._ - - '__---_'----...---- __.._.. - • �r 1� r.-0 : 5 FLANwm STAR No * I @ & RA&E FLOOR 4 PLAN STAIR Noe I @ SECOND FLOOR 5) PLANT 5TAIRNO*1 @ THIRD FLOOR L' _ I I/211 NaM. PIPE RAIL---------- _ _._.,_. 2`�IO" A.F,F. IA,■I■■,..---------o � - -- - - --- 1 - - _.._�.- YSIELD CONNECTIONS - \ , - �- t - I _ - -•_-,_-.' - -- AND &RIND 5MOOTH m I �/ III j 944 < t _0 [ I _ _. _ .� _ __ 5RACIET5 YNI/ 5PAGER - 14 -1OY411 211_I {5e 1 2I i-I15f811 -__� _ - .---_--_— _ __ ______ ______ _ __ .•Lu (A ; SPACE EQUALLY AT 5'-a" 2x4 WOOD L 'C� -- _ ___ _ __ ___. __.. _----._-_ ----. -._ -.------- --». -- --_ _ -_- - __-_ __ ___ .___ --. - . __-___.__ _ -__ . _. __ _ _-_ . -' . -- . _ .._--. - -. 0 , O.G. MAX. BETWEEN 5TUD5 .� �--* cal I / \ 414 �/�11 -T T. @ I I" = 6'�5" 3'..I I" 111�_15811 ..�,-I„ 3,_�„ 111_151'a 1,e,111 51,�g11 w" ; i0 DE+../. ELBOW ___ _ — -- - - -Of ---'-------,----------_-_--- -__�_ _----�-- ---- --- ____----------------------------- _.--_..-.--- - - _______ --'-------- ---------. -_---- -_ ----- ------- ----------- ___ --. __----- ' - ---- - --- -- - _ - -- - - — - _- I TO WALL AT i - - -._- ___.I. IL EACH END I wl"lWW Rwl1 ,. N .�.. w_... 1.... Mw. .Iw... W. ...1.1�. .,Mve YY1M —Ifr. IWWIn .IllAr UYI.iiM• . w—e. , Owl .Y+av �I.I.,. ....... IMFI � ._,.. MI.II.III 111. l .._.,.—I._.. I — : ( III . ! �y1� i I y1 / �,: �, ---.-- ti �~ — ____ .I I 111 I I 1 II _._ — I 1 " wC--i ' I I ml_.�,_:� ` f 4 t _._ 1 _ � _._ _— - _ _ __ ___r/_sompossmagoomponow" _ I~II�_ _ 1-1I-r 0 f 1 J4 u} NO* 2 TO 6ARACvE FLOOR in Nos � TO SECOND FLaoRt:X 1 I -�---+•--_••1---_ +—'_4_------+- - r I. •.-----.._..,.-+--....F_.�----f------4---••-_ I .I-. 0 1 \� _. �. - _� a Q -1 5TAIR DOWN 16 R15ER5 m 5TAIR DOWN (b R15ER5 M U.'I : Is h I ;::1, , -V _ 1 3 4• 5 b-1 � = 12 3 5 b �i 7kf) I <____.___. HANDRAIL WHERE CONTINUOUS _ I5 I 13 l2 I1 IO q __ _ ___ _ _ _ ---_ _ - ,AROUND PARTI TON _ _ -•, -_ -41�- Q Q (i - -__ Q11111 __T_ ._ ___. _ ^' i "'IN" x 0 ._... •- __ -. _ • _ _ _ OCTIQNI 2 3 4 5 ""I P� ,� ,� cif ts� /1, ;I/ .: - cii I 2 5 4 5 6 -7 !:> /i}'',/ cn I I `1 FLAN EW li r. 1 f1 1E 1 11 - 7 ,/' >; J u TO 5rd FLOOR /1 ) = 50ALE: 3 I O =- T 2 a R 1 � --- 17 �—�r�� ri,.. 1 � ■ II I 11 1 � � E I SCAL 3 1 O � I i 311. :3 < z -----_---_- ----__ ---- - ,__--_.-- _-_.--__ _____________._______._ _ __. _ __ - - �_-- -.. _._ __ _ _ _ - _ -- _-_-- -- _ _ -- _ _ --..._._ ___ _ .___ _._ _ _ __-- -- __-- _----------___«_ _ ___ _.. --- _ _ - __-_ _ ____-_ -- � I 11 UP I b R 15ER5 11 m � 11 m 0A•-12 U i RI E 5 If m u� I -1 { -O __ 11.1 7• lu Ti00'F I G}. MNDi I DET 11,.■aN1 ILET I _ �, _.,._ -- _ _ __- ------ *`; \ \\ i \' () < , , 0 X: .1 ] j_____1 F1' !, -] _I___. I I I . ,TI tu 1 i TO 2nd FLR Ta 3nd FLR � +� j I MIN, 2X6 BACKER -- - _F �. � Nos � I I i - I �` CORRIDOR CORRIDOR .t_ . I I I I I I I I I 1,--. AT SUPPORT ly I-.0mosom ► , GUARD RAIL @ 54 "-•5611 ABOVE -�--- i __ _-.__ -- - _ '_ - __ 11' - -' FIN. FLR, NITH FICKET5 5Rj'k0W 5a - 11 3 A5 NOT TO ALLOW A 4 SPHERE 1 i i PA55 HR6U6H. ._ HANDRAIL y ul I TO T t� � I _ I . _ , I - I - j .., _I.- , , -1 I , ; - -j SUPPORT @ _.J i ( 4 I1 i '- 0" 4.G. MINI a J jI E I .....■...�lmft1 1 I 7 ! I _ I - - __ ,_ 7 1 -�_ f _ - `_ _ 1 i 1 W 1 0 kD i W111111111111 ___________._N X �_ - I 1 x _ < I' _ _ I I I I ' I 1 ' . _ _ _ _ _. __-_ . _ ._ _-- . - _ _ _- _- _ - ___ _ _ -_ II - -I I I - _ - - _ - - I - - _ . _ I I --- I I _ F.F. bl,g1 - jo"j . I . . • • I I mil; 0 _ _ G ,1 _ Q11:00�,11 �� % •X -X - - - I � V ! ✓ .1, 3 -- _ - - - -- '---'--,--- .----_-- -- -- _ _ _ ___---------- SCAL / 5 r .. a •_ ......__...�._-.-_.....I _-.1-- -. _. M ° . ' •eo'�'a�,�r-_yram � ^' _\ .._._ `/ E� 4"1 I'-01! GALE, 1/ t �rl I1_•V (f ' - "'I y •t Y - __ _ - It 7 . z /I 55.51 -` — i • I.I - .- t$ S 11- 'j, 1.4 ' : ,' �- , I , , ''' ..1. 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IN4 •� N/A _ 01 �- 8 `�0" 1N5 AR. 6.1N.B., 5EM I --&LOSS ENAMEL. r �14 CONCRETE SEALED 202.O�i Y ALK-IN�GL�SET F2 FACT. B3 PAINT NI -- N/A GI -� V--0" N5 6.�N.B. OVER CONCRETE; FLAT NALL PAINT AILS - - - _ _ __-_- _ _- . _.. . -_ _ . _-_ _ - -_ _ _ , _ _..- .-- .._ _ -. - - W& NR. C .kNI.B. FLAT INALL FAINTE 202.io KITCHEN Fb F • FIN B I FAINT Y�i I -- N/A 01 2D2.1I DECK Fla FACT. N/A �. ww lop N/A -. N/A ; .. �!_aIrGi YNA I NSCOAT . F'LATIO '_ !�'� LAMINATE, ON YNR. 6.YN.B., 4 O H16H. w - -- o-- � F Fb F. N, B2 FAINT INI � �- -- 1NG2 - -� - 01 -- -- �,w0rr W02 CERAMIC TILE, ON 1NR. Ca. ., K B �( I-0!! HI& I _ Q _ � � 2a2.12 DINING ROOM _ 1NO3 1/4" TEMPERED HARDBOARD ON 202.13 MASS BEDROOM SUITE F2 FACT. N/A FACT, Y�II N/A 01 -- a l--O" ARCHITECT OF RECORD - - - -- - - ROBERT' BUTT ERF I ELD 202.14 LIVING ROOM F2 FACT. B3 FACT. Yell _ N/A � GI -- 8 ` -O" C I C.lN.B., FLAT FAINT. -'_- w.__----__-_ -- PROJ- ECT MANAGER: - -- ,�, � C2 YNR. .IN.B. SEMI 6LO 5 ENEMAL. . 212.1a DECK Flo I ACT. N/A w w w �V/frii \\ l u. N/y. j-� w. �r)'� / `! tr/ (M/J �i..� ,�YI (�qJ7 `)oo G3 V.( 7.aIR T V NL # . MJ 1B G4 ACOU5TIGAL CL6. PANEL TYPE B, IN SUSF. _. __-DRANN BY; MET CEILIN& 5Y37EM. 03 INR. (5.IN.B. FLAT FAINT MCAICM1 - - -----_--.,_.-_-_-- _ _- O NUMBER: 20.01 ENTRY Fb F. FIN 53 'FAINT iN I �° N/A -� 01 - _ 81 �0 !! -- - - TR I �� : 203.02 PANTRY/LAUNDRY F4 FACT* 53 FACT. N4 �- N/A �' 02 51 _01! - - O 05 02 203.03 KITCHEN Fb F. FIN B1 FAINT NI P- N/A M2 CI � 1 P�'-0" DRAY�lI N& NO. 2C.3.04 BATH F1 FACT. B3 ;FACE". YS14 -� N/A �• 02 S I_arr 20�.Oa MASTER BATH - F1 FACTO N/A FACT. YS14 an N/A �- GI _ S'�0" - 213.06 KALK � I Nm CLO SET F2 FACT. 63 FAINT NI N/A CI �b 1-0,r 9 pz Kr� 6GAL 1 4 " IOCR 5 OR coo� 1 �a �i0 f Y I"�I 31••ouI ,/\iiI�/�,F 5I��II'..,fy" �'.'4/" V i�Il� 1( A1�14.. T� DOOR FRAME DETAIL HARDN A _ _ 0 4/ 4✓ 5 P REMARKS _-_ ._ ._�..___�..__��____ - _��__ _ :_ �. �_ , NOO TYfz;'L51ZEMAT. F I N o _ M_AT_n FIN . HEAD JAMB THR TY „ •,__� ____ w A 5'x�' S. r PAINT VgoC�� FACT. 2.1 ! � O �' - �,L1 > 100002x� S.G. PAINT V�lool� FACT. -- -- - aa.a3 c 5'x�7' s.G. PAINT NoC�D FACT. 2.2 -_ PAli� �. PAINT INO�D FACT. T - 2.2 o ry a� ui - PAIR - - Jv� .,.Coe"2> co I 5.Cs. PAINT Noop FACT. 2 r l A � I I Lo IOC�.Oa x - -- - - -- - - -- - - - - - - - - ----- - - - - - --- -- - - - - -- --- - --- - - - - MAI N NTRI E5/FRENCvH FLUSH PANEL FRENCH NOT USED EXTERIOR NOT U5 P 51 � FOLD , 100006 - - 5AFTEY GLAZING AFTEY" GLAZING V� I RIB GLA5 ' - - - E- - - - - '-�o" VAR1 5 V,4R1 5 1� 11 '.K�" '��"Lo L~3 � `� �' HIM. M . PAINT H.M.PAINT � U.L. C � M I N . RATING / 5 L� F � L�C�� I NG --- -- -- -- -- _...-_-__----___------_ _- �`_ ____ .. _ __-- _ _-_.. __ _ __-- _-- - ___. _ _ _- _ _ _-_______ ____- _ __ __-_-- ---- ____-�- _�` --- __ .-____.-___�` � �'- . _-'� - -'� ----- �., � Ir.7a,a�7 _ _ _ l I LY� K'�1 LL! 00,06 C -2 5'x1' H.M. PAINT H.M. PAINT 2,2 U.L. 10 MIN. RATING / MAX TEMP.45o _ ► 100.0 5'x�1' H.M. PAINT H.M. PAINT 2,2 U.L. 60 MIN. RATING / 5ELF C�Lo51NG -- x HM PAINT HIM. PAINT 2.2 U.L. 6o MIN. RATING 15EL_ �'•._. ___��_...__�_ __ 00010 � 2 � � �, 14 0 5'x�' H.M. PAINT H.M.PAINT ' ��'� ---' �� AR .I-II-� roc; I 100211 � �r 3 5'xT H.M. PAINT H.M. PAINT " IOO.Ia_._�__�-�.::,��:.._�::�y�,-w�:�,�.�:� ___ _M... _._ .�.___...,,..�__.._.�...___.__...-._-..n._._.___..__._._..,.._.�•___._.___ �-___.�.._�_�.__..._.___.�.._�__ - -- ��._..�� -- -- ___�.__, _,_.�_ -- --- _..�.��..m_...,_....___ ____ ____....__�_�_____.__.__ _.�_...�,�._ ._..------- --- I,'()BFR1- E3U,-IEI�I° Y�_ - - - - -- - - --- - - - -- - - -- - -- - -- - � �G MAX MP.450' F �' H I �Kom S-rn-rl� or wAsl 11 c�r� 100-015 B 5 x7 H.M. PAINT H.M. PAINT 2.2 U.L.U.L_. 60 MIN. RAT N f TIC - - -- - - - - - - 5L. I D I NG GLASS PCaC✓K T GARAGE N�' ' U5 D UNIT I NT -R I CAR, UNIT NTR I UNIT ENTRIES 100m1�4 5 0, H.M. PAINT H.M. PAINT 2.1 U.L. 10 MIN. RATING /MAX TEMP.450° SAFT`Y GLAD I NG I0091 5 5'x�7' H.M. PAINT H.M. FAINT 2.1 U.L. 60 MIN. RATING laa.l+ E3 51x7' H.M. PAINT H.M. PAINT 2.1 U.L. (oa MIN. RATING OCR C H 100,11 6 'xT H.M. PAINT H.M. PAINT 2.1 U.L. 60 MIN. RATING IU.L. (90 MIN. RATING I' B � x� H.M.�-IPAINT H.M. PAINT I�°JCJ.IS PAN 10 HARI�VVARE PA55AGE HAI rDNARE C L�C� T HARI�V� ARE - -- 5'xT H.M. PAINT H.M. FAINT 2.2 U.L. 60 MIN. RATING 5CHLAGE D-SERIES ATHEN5 laa.1 BOTH KNOB5/L.EVERS �- 5 5 0, H.M. PAINT H.M. PAINT 2.1 U.L. 60 MIN, RATING ALWAYS UNLOC�KEI� NOTE: 1. "MARK" 15 SHOD NN ON FLAN. 100.20 "~ 5'x�' H.M. PAINT H.M. PAINT 2.1 U.L. o MIN. RATING 2. "SIZE" I FINISHED oPCNING SIZE VNI TH x HI�IGH-F 100.21 - - --- ----- - - - - - - _ ---- - - A. INSTALL SC�HLwAG SN�.R1 E.� � �a I - - 2 JUPI orER LEVER HANDLES OR ALL. C ORS 1- /4" THICK UNLE55 C�TH RVi15E �. � x7 H.M. PAINT H.M. PAINT 2rl U.L.�� MIN. RATING 1002:2 - - -- - - 2.1 L06,<5 T/K �" I� NOTE- USE. I� LOUAL r FIN. A � I RECTED `( I ND I GAT P r Q I�JO, 5 x H.M. PAINT H.M. PAINT 2.1 U.L. 20 MIN. RATING RESIDENTIAL 01/INER - -- - - - - - 5CHLAG i� ERIES PL*"rMOUTHul 5. ''TYPE": 0 2.1 U.L. 20 MIN. RATING _.. - - E� 5x� H.M. PAINT H.M. PAINT . PANIC HARI�VyARI�: INSTALL REFER To ELEVATIONS IN THE "I*JC.�oR � � � 100,24 4 _ _ _ - _ _ - _ - e2 OFFICE 5U I TE5 MONARCH 1 � HARDV� ARE OR FRAME TYPE5" 5HOY IN ON TH15 SHEET. 100..1�5 'xT H.M. PAINT H.Mr PAINT 2rI U.L. 20 MIN. RATING SC;HLAGE P R1 5 ATH NS EOUA . FIN. A5 DIRECTED BY - -- - - OWNER 4. "6LA55": u� FACT. H.M. PAINT 22 100,126 H 5x� H.M. PRIVACY HARI�N�IAR GARAGE I�DCJ1='• HARDV�NARE I/4„ T � I /,j I1 TEMPEREDC�L_A5�. - - - - - - - -- - - -- - a �� _. .WOn_ ... �� '�" I.T. � 4" INSULA'f EI� TEMPERED, CHALGE I 5 RI E5 ATHENS DOOR GL05 R5 L.0 X CAR E-OUAL_ / / " Vq. 14" NIRE G A55. 100 _ - _ - _ PU5H OUTTON LoC�KING ON IN5IDE 1/4 / � - 2 r2 TURN! NG INSIDE KNOB/LE 3/L_I VER V� I L.L. RELEASE pPLEVIER TYPE HARPNAR SHALL. -b'� �S 100. 8 5 5 0 H,M. PAINT H.M. PAINT - LOCK; OPEN ou-r5I I�� VN/ 5MAL_L TOOL V�HEN I N�TAL�L� CAN AL�I�, �NTR°�°°,�PI'� I I�` 5, "DRAM I' : � ,I 5 'xT H.M. PAINT H.M. PAINT 2.2 Lw �K I� (NON KE),OOE � LC��K) ANEW ALL COMMON AREA POOR5 REFN�R TO ELEVATIONS IN THE DOOR � � � - - - FRAME TYPES" 5HO NN ON TH15 SHEET. _ 6 5101 H.M. PAINT H,Mr , PAINT 2.2 U.L. 20 MIN. RATING 100.10 - __ ___ _ - _ -_ - - _ _ _ _ _ - _ _ -- -- __ _ - _ry . __ 'RATING . I II Ceti - _- I � PAINT 2.2 �� . �� E3 5 x� H.M. PAINT H.M. �� REGU I RI I� FIRE RATING FOR DC�C,�R ANt� 100.51 --- - - -- - -- - FRAME A55EME3LY. H I x H.M. FACT. H.M. PAINT SHEATIN "P�MCC,�" 2�4-�A 100,52 " - - - - - - - - - --- - - - - - - - -- - - -- LLUM. .. �XTRur�� A THRE5HOLP � . "HARD NAR " REFER - - - - - - EXTERIOR a 1 � I NG i�o�R O HARPYARE TYPE, THIS SHEET. OP ©OR ORRI POR DOORS MUST BE GA5K T P AND BOTTOM - HAVE AN II " RATING ON THE LABEL.. . _ �INI�H �l,�oK�R BUI Li�I NG PAPER __ Y - .0, I PAINT Noop PAINT 2.1 U.L.20 MIN. RATING _ .a I C�1 OVER �LA�HING . _ - _ - - BRNO ''�01.f J 2'T6 IIx6 I�b I, H.(*,. PAINT I?Hoop PAINT __�.._..._�,. �� .. �- -- BAULKING . , ' FLA5HIN6 �._.._ *, ,�-� `_.% a_ a 2I �Ilx l �j,Il PAINT V�Noop PAINT ,�� - ?�00P TRIM -�` �. _ _w,•_ I "x2-I/411 MDF GA51NO- a �? 2Ol .a4 2'-,6 IlX6 I-,b II H.G. PAINT V�NC�OD PAINT 4 �J. I I �,��'-��"` H .\P r PAINT hoop PAINT C� C� .!01.05 I I Ill -77 voOR �al.06 1 & x H.G. PAINT V40o» PAINT - - - - - - - -- ---- ---- - - III (�� 5LIPING GL.A55 - - � VINYL, FA�dTr G FACT. ,.. 01001 F xC� L - - - _.. _._. F, ,!01.06 C ,- x _v5 rC. PAINT Woop PAINT - --- -- IPOCRHEAI;)/JAMf5 PETAIL 2 THRE5HOLP I� ,I E„ ,I HrCr PAINT hoop PAINT ,1.al .0 -- - - -- --- - - - - - ,, I� IIX I� II H.Cr PAINT Noop PAINT 5 201410 I I -III H.C. PAINT HOOD PAINT 2D1.I 1 I �b/L.�� PAINT � �r RCoH TE-C-eT OF RECORD 201.1�2 -�� x -� H.G. PAINT - _,�_. a LAYER G. .5. , , Ro ERT BUTT -- w � I� II I� it j� `laaJ,.� PAINT �A. �) �� a��R PAINT- - - H.Cs.2x(o FRAMING ,�a1.1t3 2 6 xh ��-RF I �L.,I - -- - - - - - - -- - - -- -- - - @ �4'I o.o, U,N.d. - PROJECT MANAGI�R' 201.1 J I� Ilxr,� I�� II H.O. PAINT W oop PAINT - ti.___ __. _.__w _ _ - - - - �J- - - - - - --- - - - - -- - -- - - - - - - ' al.l' I 51xb'- III H.C. PAINT V�NooD PAINT �` VRANNN BY: �J - - -- rn - �, - , I III - oC�� PAINT � ...._ _._._.... .._. H.M. FRAME x� H.Cr PAINT V�I _ 201.13,X6 o�_: NU E3ER _ ._ - FAINT V�ioC�I� FAINT 5L I D I NG 6LA55 i „ 01,11 � � x� � H.C. PA N ..._.__�..�._.___ a.w_._m.._.__�_._r._....�._. H.M. 1�C�CwR AS SPI�:��. - -- - F (9Ixe)1-41,,II H.C✓. FAC:T. V400P PAINT 5LIDING 6LA55 - .._.... _•._._. n _ _ _ _n _� _ 06 /0 a/0 2 +jy/y,�(k--- - -[/-/w�. - ..'.:.:_.{/'me-µ/�;'-- -- -- --- - -- ..-./- -- RA■ !I Nv/'' N1nY r ]i L E 12„ - VERIFY IN/ YqA�L TYPE5 vvvv___ HARE NARE T* FES NOTES UL OL w.rru+.rruef \15 DOOR JAME3 (HEAD SIM) TH E HOL _.I_ ; .r- , L r , _ ..I f f I coof E E I NE OV Coo NIN 0 N Lo I N 0 N C* IYMYl1lM11.1f1.i1.G.6➢WMY IaMIIW.YYYI.TTICTI1^mt'l'!^I.JWYVW{YI.Y'ILIYRiYY..NM.•W.MG/IAOE.1f1R1 ll.N...^1MM4Y.YM,Y W1'.LLV 1.1»•M..MR».FI I K!'"iP''I.VAIr3MARViH1YM1}'WII..flllf•,'..IIfM[IIII.WIIiIYY,..iW1.'MT^"YS9M.rY'11MfULE 5 H UL 5 H UL (D �/- (,.� CN � 0 ROUC7H FRAME ROUGH FRAME ,, Z C) , MAT. FIN.JAME3 OPEN I N(5 OPP . MAT. FIN1 JAMB 5ILL REMARKSMARK SIZE OFENIN6 OPP. ILL REMARKS 301-06 uj N IIII AI IIO. O I I I I .� 11 I I ^q '06 1 a.a1 61 x 4 FIXED VINYL FACT. WNP1N HEAD HT. SET @ i � /SAFETY GL.47�. 4b x 4W FIXED VINYL FAGT. - - - 1. MARK 15 SHORN ON FLAN.ui (.� � II WNDW HEAD HT. SET @ I'-O `/SAFETY GL. a 1 45It4b" FIXED 2 . "SIZE " 15 F I N I SHED OPENING SIZE, K DTH x HE 16H'r. LL.Y Q) 61 x 46FIXED 4' - - Q �, I I I t�..�' E � � i �+I • � Q� �. x FIXED WNDW HEAD HT. SET �r O SAFETY GL.E30 1,0a 4 x �. 11 1 1 PEII. - - - - -- -- - - - - - - - -- - - --- - - - - -- - - -- - - - - - -- ATI N IN THEI'V�INDC�Y� T1'I��iS" � - ly it - - - I II II !� CL REFER TO ELF. X a 8 r 100,04 �. 6q 4P� FIXED wNDw + HT. SET �r �© �S FETY GL. I . 2� x �� FIXED SHO, NN ON TH15 SHEET. .� C NOT U15ED _ _ �� I . I ... 30 x 60�,A5E. 5AFETY &LAZI N& II II p LJ�.LLj - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - 4 Y L . ? I, WNDW HEAD HT. SET @ r7'�-0 "/SAFETY GL. a 1,11 501'x 6011 GA 5E. 1 /� II .�.. I /`"�`kk -�-EMI�'ERED G L.AS�. W 1 a 0. a 6 5 4 601 x 4 FIXED VINYL FACT. 2AV AV '1��//l{..�1y1P.J 1�1�.1^_. � -. - - - - - - - -I.T. 3/4" IN3ULATEI�) 1. i , } E R 100.07 1 61"x 4e>" FIXED WNDW HEAD HT. SET @ I'-O"/ SAFET I GL 1 /4 V 1/4 KRE GLASS. 0 Lo ui 61 llx 4'5" FIXED WNDW HEAD HT. SET @ 1'-O "/SA�FETY GL. 2 . I �12 "x 6 SL I PER VINYL FA�GT . . "FRAME" a - - - 0 0 p II Ik REFER TO ELEVATIONS CANS IN THE NI NPO N TYPES" 302.02 , . . � i2 x 48SL I DER SHO? IN ON THIS SHEET. p . 0 48 �Ix 4a" FIXED _ _y_� _r_- -__ .._._ __ - 6. - - 0 0 II II �,pllx 4b" FIXED REFER TO HA��.D,WARE C°�ROUF'S SCHEDULE Ilr! -I-�--•,�.�� rzf:-GI�� r-I~��:rZr_- f) 201,01 W x SLIDER VINYL FACT. 4' -- ---- --- - - - - - - - -- "FINISH ' SPECIFICATION SEGTI - - -- - - -- _ ---- - - - -- - - - ---- - - --- - - -- -- -- -- F I N SH H RD�ARE ON. � . 12 x 45 SL I DER 2 4 2411x 4a " FIXED - - -- - - - - ---- � IRE _20 1,02 4-- O p "REMARKS" O C� II II II II I�t)f31~f�T r3ur�-FIZFI 201,03 0 4� x 45FIXED STATE• O WASHING"JON �[, �. II ll . �.,� - 4� x 4� i" I XED A. 20 � x I O H LOWER w/ FIRE DAMPER. O II - II -- - - - p B. UNDEROUT DOOR 201,04 _.__ 50 x 4a FIXED .� 4 43'Ix 4a" FIXED - �. MAGNETIC HOLD -OPEN. SEE HARDWARE - - �,./ ti^�_ l i I I 0 r I I I l �,J I \a u l S. 24 x 4� FIXED �.� �. 4 4� x �'� SLIDER � ,� yl a - -- - - - - - -- - - - - - - - - - - - - - -- - - SILL HEIGHT � O ABOVE FINISHED - a II II302001. '. 24"x 4011FIXED FLOOR.4� x 4P FIXED L HIEGHT 44'' IN BEDROOM WINDOA MAX.MAxSILL �► a 0 II II F . F'RC \/I DE HIGH FREOUENGY RE I NFORGED201,0� 44 4� x 4� FIXED � - - _ _- -�- - - - -- AT T0F MT 20 a 0 "x 4a" SLIDER 5059024 60"x 43" SLIDER VINYL FA�C�T'. ""I.a�`J q4��. 20 �I x l0 H LOWER. 201,0 ^�__24 x 4 FIXED 0 .0 � �12 x 4a5L1DERrr� 11 II a 0 II II a. ALL 1NINDOV\15 AND GLASS DOORS I THE RESIDENTIAL »....»... � ,�.. �. 5O x 60 GASE� SAFETY GLAZING �� .a b 4 '12"x 45 FIXED - PORTION OF THE BUILDING MUST BE BOUBLE PANE. 201,10 2 5 - --- O Ik - - - - - ---- II AND HAVE LOW�E GOAT I NCB. - __ 0 50 x 60 . 6O x 4� SLIDER SAFETY (5LAZIN6201011- -- - - -- - -- - - - _ - - -- -- -- - Ik II SAFETY G ING Cf. ALL SKYLI(5HTS MUST BE DOUBLE PANE AND HAVE HOOD +� �.�� . �. �� FIXED �. Z - - - - -- - _ - ---- - - - - - ------ - -- -- - -- - - - - - - - - - - - -- - FRAME, OR THE SKYL I6HT CAN BE ATED - - OR VINYL FR � G� II II PER THE NATIONAL FENESTRATION RATING COUNCIL 202,01 �,�2 x �� SLIDER VINi°L FACT. FR O HAVE U LUE OF .68 CAR LE55. 202.02 .O 12 "x 45" SLIDER . p p " "504,01O O I I II n �, 10. ALL WINDOWS AND GLA55 DOORS IN THE GOMMERG I ALI, .,.�,. 4 4 4a x 45FIXED VINYL FA (;T. ,�A�FETY .7LAZ I N& 202,05 4 4 FIXED - - - - -- - --- - - - - - - - - - - - PORTION OF THE BUILDING MUST BE DOUBLE PANE. - O 0 . 4 & "x 4 FIXED504,02 4..�_.12"x 4a'I 5LIDER SAFETY GLAZING_�,202 450- - - - - - - -- -- - - 11. EXTERIOR JOINTS AROUND WINDOWS AND DOOR FRAMES, -- - - - - -5040030 a II I, OPENINGS BETWEEN 1NALL5 AND FOUNDATION BETWEEN � 202,05 � � 24"x 4'�" 1"ix�1� �, q. �12 x 4'� FIxEI� WALLS AND ROOF AND WALL PANELS SHALL BE SEALED, 0 0,504004 0 012 "x 4a" FIXED OAULKED, GASKETED, OR WEATHER"5TRIPFED.202,0 �. �. 4b"x 45" FIXED4 , a �� 2 4 LID OF' I NCB AT PENETRATIONS I ON5 OF THE BU I D I NCB SHALL 202.01 0 0 4'P x 4� FIXED 504,05 , �. 12. EN ,� �.. E �. L BE SEALED, CAULKED,GASKETE OR WEATHER --STRIPPED _. _ II I I cs� C I° 9 a w 60 "x 4 Q," 5L I PER 202,Oa4 4 x SLIDER (,J - O O 15. MAXIMUM 5 I LL H I EGHT FOR BEDROOM SGA 202,012 4M^._ 24"x " FIXED -- - - IW1NDaW SET @ 4411 ABOVE F.F. _ _--- ---- - ----- -- - - -- - - ---- -- -- ---- -- - - ----- - -- - - - - - - - �. IMF � .RAIIMIIW 1„...}.., /M/IMLM•1..^..B,.P'YR �W 1Dtl4A�.T. ...L,Yf .�R.A... MM.1.. . h 1 1 f a 1 -� 60 x 4� SLIDER VINYL FACT. �, _. ..-... 203,02 , .. 12 x 4 SLIDER - - - ,r 12 x 4 FIXED -- SHEA HIN6 I - �HEI�TI�IIN� �-° - ` II 11 _. _, �. SAFETY GLAZING 205,04� �. 60 x 4� SLIDER '. 1 ' - -- - _ 5I DING PER 0 0 li II ELEVATION .a 4b x 4a FIXED SAFETY GLA�ZIN6 \ 4 ' 1 1 PLAN 1' { CASING NOTES 1 '1 •• ' r � 204001 /.Ai•O 0 4�D x 45" FIXED VINYL FACT. SAFETY GLAZING-I�IoA HIN 204002 ° 12 "x 4a" SLIDER SAFETY GLAZING Ix Wo0D DINER . - x 4� FIXED .204005 � � �� - -- - — - - - -- -- - - - - - - - - VINYL. WINDOW ..% !' Ik II - - - 56ALE; 31�;.. I �,,,pll � t� 204804 4 ?2 x 4� FIXED - --- - - - -- - - - --- -- - -- -- -- ---- - - - - _ 5---m---_ -- -_ _ --_ - - - - .. Q 0 p _ _•__ _. 11 B TYPICAL NINPON HEAD 204905 4 12 x 4, SLIDER O II . . . . . . . . . . > n o .a 60 x 4a SLIDER - - - - - 1 - 4 - - ---- <( I x WCD C� 11 VINYL WINDOW - - - - --- - _,� ARCH I TEGT OF RECORD - --- - - - - -AING ROBERT BUTTIF I EL 1�L ---.-: _ � --- _ 1' I x WOQ0 LINER PROJECT MANAGER 1 Q��j{j'1��j, f{,�/, 1 1 _. , JI'f I M A a 0 II SLIDER VINYL FACT. 5 12 x6 /''j �`'� � ' , - 1111 fI ......_..._..__.+_..n._._rur. ',_ ✓^K/ .�INM L/ �J II II a (. 12 x 4� SLIDER DER - -- -r-- 4 J`f� (A. \i/�J . - -- - -- -- - - - - -- -- - - - - - --- - - '- - --- - .+rv.+.n•n_n rn. _,r..n. r., n...arin, w.n.n.. r..: ..u.. i.r ur..._. r.... r++.i ,'1 +esm+� mow.,... w+mmmaawm.r...r. i. ' •i 1 1V I •.'W I N� Z _- rr..✓III, M A' \ �/M 1 • • • _ _ ..._._ ---- -- O 0JOB NUMBER 4�"x 4�" FIXED =- a �:-� - - - - a 1.04 4._... 3011x 4 '' _ _ FIXED 1 ' ' 5 „ \.11 1 , .�' I D I NCB IER ...' j,••J(AJ 11 �/J1 [MY,j(J .. I11} 1 ' 0 O ELEVATION II II �� FIXED XE V —' 1 1-It it 1 1j 1 , 1 ' I' , , Tttl I,''ti ,r�`._...-� 1 • � � ___...•, I _ _._ _- --__-- _ ___ _ -• a 1R a � � � ..... .-. ...-.. _.. .__ __ . 0a5 dal _ - - _.._WI NIA I\lc> \ ��..l1.J�,�r.`•,��{.,wq ,r.•/e 1j,��jl�yj� "//J�J ��jJ, {/,.M..)1..1r.. 1 . 1 •, @ Ib11 O.�✓. . Isl 10 G STOREFRONT Y I NDO N 51 LL 7%rPI GAL. N I NDON SILL ' i IN ON C000 ROU16H FRAME MARK 51ZE OPENIN6 OPPIL MAT. FIN JAMB 5ILL REMARK5 401,01 20 :2 0 2411x 24" VINYL FACT, 401 .02 �°2° 2411x 24" 401-05 2 40 24"x 48" 401*04 204 ° 24°x 4a" 401 *05 boy o 12„X 56„ 401.06 b 30 72"x 36" � 4OI.O� 204 24"x 48" 401.05 204 0 24"x 48" 402,01 ,2-0 ;2 0 24"x 24" VINYL FACT. 402,02 20� 0 24"x 24" 402,05 2040 24"x 48" 402.04 2 4 ° 24x 45" q°02.05 6 3 0 12"x 36" 402906) 6) 3 � 72"x 36 402001 0 4Q 2411x 48" 40200a 204 a 2411x 48" 405001 204 p 24"x 48" VINYL FACT. 405,02 2 4° 24 X 4Y_' 405-05 2 4- 24°X 48" - 405.04 � 2 ° 24"x 24° 405*015 2 2 0 2411x 24" 4 4� 48"x 48" � 405,01 4 4 0 4811x 4811 i 404,01 204 a 24"x 48" VINYL. FACT. 404,02 �°4 ° 24°X 48° 404.05 2 4 ° 24°X 48° 404004 40� a 48"x 24" 404.05 4 4 0 A�S"x 48" 404,06 4b x 45" 40�.�� 0 24"x 24° VINYL FACT. 405002 �a,� � 24"x 24" 405,05 202 0 24"x 24" 405004 4�2 � 48"x 24" g°�J.QS 4 8 0 48"x qb° 48"x 96" 15 H 1:;)U L GA FILE NO. RC 2601 GENERIC I HOUR FIRE GYPSUM YALLBOARD, YIOOD 1015T51 ROOF COVERING BAcW LAYER: %" TYPE "X" GYPSUM WALLBOARD APPLIED AT RIGHT ANGLES TO 2x10 MOOD J01575 24" O.C. WITH I Y4" TYPE N OR S DRYINALL 50REYg5 241, O.O. I -AGE LAYER: 5/0" TYPE "X" 6YP5UM YSIALLBOARD OR OYP5UM VENEE BASE AFFL..IED AT RIGHT ANC-7LE5 TO JO15T5 KITH I OY511 TYPE 5 DRYNALL SCREY45 12" O.O. AT JOINTS AND INTERMEDIATE JOINT'S AND I Y2" TYPE G DRYWALL 5GREI'NS 12" O.G. PLACED 2" BACK ON EITHER 51DE OF END JOINTS. JOINTS OFFSET 24" FROM BASE LAYEF JOINTS. kNOOD JOISTS 5UPPORTIN69 Y2" PLYiNOOD INITH EXTERIOR GLJ APPLIED AT RIGHT ANGLES TO JO15T5 AITH ad NAIL5. APPROPRIATI ROOF COVERING. GEILINO PROVIDES ONE HOUR FIRE RM15TANCoE PROTECTION FOR HOOD FRAMIN&j INGt.WINO TRUSMS• APPROX. AEIGHT: 5 P5F FIRE TEST: FM FO 1 "12, 2 M25-"12 6� I wmHOUR ROOF ASSEMBLY i� � 1111 77f ,1,1 li 11-1. -I ll '�1 1 li._IIlI1I1 il_I i�li II i1111 IIfI)`JJIII IJ.111.1! Ill _ illla.,!'1 I I ICI ill 1 Il. ,I!I,I;I I �I 11 11 I i l IL �L'k f I� 1� II11111 111� Ill_1 ! 1 IIl -4- 7 !i FT+ Gi PARTIAL FAST loomommoll I F—VA I I I SCALE I/4"= I'-0" ORNAMENTAL P05T /BEAM 0 0 CONNECTION w/ 3/4"4) THRU- WL75 6 MALLEABLE 6ALV. o Q WA5HEr25 � 1 �----- (2) bxlb HEAVY TIMBER Gf2055 BMAMS ---- � DETAIL 3 f l�C�A✓Y Tvhi°o�- G'6r�/s�Jc�c�.l of CPT f� 61 C7�(c�A �N�y STR Jc TUBE fkk�(L6�� fl�z(��oz METAL CAP Al RI DOE VENT "ION 6. 24 GA. STAND I N& SEEM METAL R00F I NG IN/ KYNAR # 500 PAINT AND I" LOOK I N6 SEEMS OVER 50 LB. BUILDING PAPER OVER 5HEATHIN6 PER 5TRUCT'URAL 2xIO RAFTER5 24" O.G. STRUGT. GONNEOTION PER 5TRUCT. Dw65. P L I NER OVER - ---m- 'ER5 5/5" TYPE .5. (SEE DETAIL (b IEET) w.UMN5 EVE BEAM vw/ 51 MP50N - )LUMN GAP (OR. EOUAL) Ci[ i 511 x G>" COLUMN5 (2) 3/4" D I I MALLEABL 5x8 HEAvo axe) HEAV"' " TIMBER MBER CC (2) 5/4" DI A. THRU BOL' MALLEABLE GALV. YSIA; CULTURED STONE TOP C ORNAMENTAL COLUMN BASE CONNECTION CULTURED STONE ON CONCRETE BASE (fwOl C7I ON UET� I LS 41 SCALE I"= I'_O" KEY NOTES A. 24"X24"X12" kNHITE MELAMINE GABT. B. 5--165 MIRROR #2445 G. 5-2112 50AP D15PEN5ER D. 5-262 PAPER TOINEL D15PEN5ER E. 5-6506 GRAB BARS; 42" AND/OR 5611 F, B-2140 T.P. HOLDER G. 45" HIGH P•-LAM WA I R500T H. AMERICAN STD. PENLYN LAV. YV&005ENECK FAUCET AND INR15T BLADE HANDLES. 1. AMERICAN 5TD. INSTANTO TOILET Y4/FLU5H VALVE SEAT, NALL CARRIER, AND DRAINAGE FITTING. J. 5" HIGH COVE BASE K. GONGOLEUM 5HT. VINYL FLOORING OR EQUAL L. GNB; 5EM1-6LO55 PAINTED L D K J B D C H TYPIG�L INTERIOR TIONS SCALE. I/4"= I'-O" DETAIL 2 DETAIL 4 0ONTINUO5 ALUM. CUTTER w/ 5GREEN BOARD w/ DRIP KERP -.._.._._- GROUT JO I NT 4a o W-t �',► z C7 I.,.0 T 2i IL I W -0 cu 0 (10 LLJ LL Lo T. �--� Lo I , 0 N DETAIL 5 I I �: I W, '�� E F I • .0e o o i� /■ fS C11-11 OL s I • • i--i \� � , mot` r c ILI >d ARCHITECT OF REGORD ROBE.RT BLITTE-RF I EL.,P PROJECT MANAGER: FRB DRAIN . _ 51' : cj MOA/GMli JOB NUMBER: Cw PATE: NOTE: I^LA5HROOM ACCE55CRI ES DRAK NCB NO. DENOTE5 "BOBRI CK" NOS. OR EQUAL PERMIT COUNTER �e63013 - oft OX14 W (4) WWT � TrM ftXwT9 W i m M eerAL Pmr / e o � �M �v o 0 0 Q 0 vr% - % 'W'VM - - :2 .. v Is fl. T?r"% 7, r irr%4 iLlip 'PLA N. APfenovt rD ciof EDMONDS ]BUILDING DIVISION z AL CIAP ry FWm vow 9 f .24 &Am WANOW 8W WTAL �OiOrN 'iV X'1 N R • PAW AM 1' soft VVWt 00 L96 0IJI LOW .2mi TCNdKZ Aft !�i/iCJr =0'xW Wupw Oxl 4 CAVE OFLM n/ Ccaxm C.w (OIL EMANJ r A'2i 914' VA. 71mM BMTS M/ WW . I R 7'tp, Dxb NFAVY TI TYPv WAVY I WOM C.QLA+I7'1 m tW 914' Dlh TM W;L" wl WW V■ TVPi WW CAAW PTKANS EXAMINER , Lr'"- !'- tl t HEAVY TIMBER CONSTRUCTION RONT ENTRY C AUJK SWIM w 14r E . 1 • • • t • . 1 ... i i 41 • •• Ik . ... i • i •� 0 0 TAYLOR a GREGORY* BUTTERFIELD COPPERSTONE BUILDING Tel: .25.ne.I330 128TH FOURTH AVENUE SOUTH Fax: 425.774.7803 EDMONDS, WA. 98020 EqnaIF:_ tnfa@TGBArchkecls.wm www.T1 BArehitects. PLOT DATE: 18-Nov-2003 P:%SuttsyfJeld%8utterlield Design Group lArchitecturalkAutoCADIProjectslCOPPERSTONE IA-19-Copperstono-Int-Elev.dwq IIMV,WNR?IWNYIIIRMIIPRRBP�I wrwewarr AAAMyrNAiwVMARLrfHo�Y�YY�Walwf�i+ren t llll7Alfi IR IM4.w,lwrnr wew MmII, MMMMMSMMOMI.MMMI Rrr1 •wrr nwl wwMwrM+a111M.aw+". .wwr ww. WMI" 4~.M,l.MMM/m.M,MM uwn walr IWM,MreM1aMMIMM4 ww+. .rlls MMMrMtrsMrMale•,Mn Iawl ww A'IWYWMMruM+w+ rms wwt. w,w.wY4Y.w/Iw4 .wn wl M_AAIM�M woxu •we• MMM .._r. awwl M,MN•II•IMIRWIMMMMY+1• ulo. Wrl wwwwwr.• 00 Imago LE"' E � N b rrw+rN.i,.,.v.+lw.®w,a�wlalnalww®rrluvrw.wlr.wenlwrwwlmrwlwrlwnaaam.n..owlw� Illm�. wrww I - I./y�! Q �i/ r'�' \: •^ ��I�J IIIF .I�i�9IMIM�x � �i�� MT I —HOUR CORRIDOR WITH 5ELF G_OIEN NCa, EUI RP EXIT TO THE EXTERIOR IN& \\' '-�. ,► _—_ _ .—.__-___-__ -- V�� t ��iATEPJOCR5, RATED &LAZIIN6, FIRE OF THE BUILDIN6. /) JUNIT 504 / _MIV T /UrMN^'RT1a FIRri DEPARTMENT C:�ONNLGTION, I I �W �.�.�... I N ..�� I I wo -HOUR RATED NALL At 5 M5L`f'', A2O MIN. RATr �, L.FOLOSIN& POOR. I UNIT 50:2 _ -- —_ —_..__.v•_I .__-____...._-_i _ _..._,._r.l U) 2-HOUR AREA 5EFARATION WALL WITH �� IN. ��T�,��M�GL�IN� DOOR. D OOR5 AND &LAZING.uj III XTINUIH LOG,""ION5. �® MIN. ZAATI,LiwGLOINDOOR.r _r__.�CI Ipx "Em3ULDIN IM.WIMMM" M.. MMj&ENERAL IWORMATION:: U. yJ � I I I A�I�pRE5 �: 125 Y- 4th ,AVENUE SOUTH ... PMOI��ID5, 1NA. c1£�OI O. 1-- -- —T I— , � � _a 0 ko OCCUPANCIES: 15-(BU51 NES ), Rl �(I�EV DENT'I AL APARTMENTS), NTS), 5:2 4T NA�NT 5TORA� ), 4PARIK I N6 6ARA&E,) . 1— T --I I__ : _ . _I i I I d ,{�y�Mil 'h TYPE OF CONSTRUCTION- V-w I HOUR (5PI I NKLE%E1)) I I I I I � �d�---I_[� I i �3 — — -- — ._ Ili 1 LI.J � � f ! I I I � � _�.�� r....�.��.,..__._„_r .=.�.•�._..� _. ----_ _ CAI 1 -- TDitil WITH II~;, T FLOOR , ,RKINC�. 1 �. __, I `t,.:.m--__ .� .�-M_.._�.._._. _: ».I ` �-- ``� _ ----- T TOTAL BUILDIN& AREA: 2q,825 50. FT. GOVERNING GODS : lcicr U.15.0.1 U.M.G., U. .O., U.F'.C., W. . .G., V.I.A.G,, 5TATE BARRIER FIDE DOVE. �_, f LM.. M.___._ . M... �" Ifi�'E APPARATUS ACCESS:PA�Vi� EAT ANDW%:�'�,� I DE5 OI U I LIB INS 1 I .'. ACTIVEFIRE PROTECTION: I IRII .G1(3 �I-L-_REI.) w MIMr11M,I.MwM,MMM1 wsM,MMM,M•l _•. MM �' 1 + r� I 'UNIT501 T�- I I � �_ __ �___.. ...- 2MLLIN& ' ANC[- I I +I , �.J I- TEMB NOT SHOWN ON PLAN WILL BE PROVIDED AS A 01I" f .. ��I�� U�M I TT,�LM �Y �+ � I I� PI�OT'I��;�T I ON � L�NG�'. I � i I I i �� - -- - - -_ UNIT tU FIRE SPI INK._ER SY5TM (U.B.Ce. STD. 1-1), �■�-- . � � —. _. � _ _.__- = = =_, _� . ��% _ .� 11.E WAIF Ill- 13U 1••I`['•R IF• , ) =1ISPRINKLERCONTROL PANEL LOCATION. �t�..�I C..�::am.".�..�.A ..:..�..l:w:r.:,_ .:;:�...:_MM.�--.�„�.�.•..+�.m.::.�_�..:,�.rn.:e:.,: �.�,��.�.: ..r __ ._,_. 'r ` - - - ( 5 fAFQf- W "IRE OEMARTMENT I�SI-IING• GC�NNI GT1ON�. 1 I r ,I_r..._�...�.._._..�..•_.�.�..,�uTUT.�._.•__._••_.-...�_�..._.wu.__O ..____..___ „___ ___ 1 FIRE" ALARM SYSTEM vw/ SMOKE IPETEC",�TION AND MANUAL PULE. __ _.._._�________.._,______. _-------- __._._ _.-_--------- �___��.__�,._.___- _.__�_•,.___ _._-.�.. �__,__--.___�.__- __ -- _- :_.,_ .._�:�..__�,___ ___._,_..,,:__ _+--_•,W++w"' IWMMI� ;,A„—� :MIM,'I _YIII.MrA, PMGW— .I . Wtl 11W1--MMIIM: •- A.I:M -. 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I =- � - �- �=��■..�� _ -.� -_ _ : --- � �� .OB I I I T iy UANELL I N& w VI �••.:_CL�_ -__.+_ Ayers . =.r __ �._. .._ �.-..-._ _ - � ' J f IT v 01 -- - - SMOKE: CONTROL 5Y5 " M. -_.— I0 om \h204E-5GAP WINVOIAAND DOORS FROM SLEEFIN& IROOM�. UNITONELLINC7eIML a I -HOUR rr.-o CORRIDOR EXIT PA55A&ENAY. _ ___..._.r.Mr. ILUNITAT"IO DRAFT TOP5. r 1 � 0 .+. 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MMMI MMM .M MI MIIMM Mlw, MMM 11111M MMMMI,MMMMMMr,rMMli MrMMI IwM. MYtlIMw.MlIMM11MM.wM MMMI MIM. "Mr �.r �' MMMMw.M_A MMw My Ma MrYrMMV"MRA,• mfi� LINE ti r www Mw.MMw M a so vMMcwMvaw a .ww .uM MUMuamnMaw wwe awe MMMuu M __ -_ _. _ _ ��, ; ARA&E FLOOR PLAN NOT TO 5GALME ALLEY I LIFE SAFETY ANP FIRE FROTE)"TION FOOTPRINTS 5 5TA61N6PLAN IN GA FILE NO. i HOUR GA FILE NOm 'I HOUR WP 8130 FIRE WP 8130 FIRE �* W ly ao LO �v c __ ---- SHEATHING PER 5TRUOT'. �� ,� 5HEATHINC7 PER STRUCT. 2x4 P.T. CANT STi�IP _ -� '� 2x4 FURFRAM I NCB PER 5TRUCT 16" 0.0, _ ; �_ --- _ .--��...- FRAMINC7 PER STi�'UOT. - . - - 2x4 STUD a 16 O.C.O.0 . = _ .. , WHERE A NAILED ON ALLIGN F'LAtTE w/ _ (UNLE55 NOTED OTHERWISE) CN - FRAMING PER STRUOTI ,' 't - - _ '" -�� F1NIJH I� ArPF'L1ED dl �-- INTERIOR. 51DE OF �; '► (� � � �. y1 FRAMING E'ER STRUGT. (SEE DTL: 5 / A-p21) ° . , - wl' POURED IN PLACE CONG. LINE OF GANG. f: LLj 2x4 FURR.I NCB 1 p �' �. WALL; SEE STRUCTURAL WALL BELOW �� Q �[, 'cn a 69Y`P5UM NAL BOARD ,: t ;t F�IRAWINC75 FOR WIDTH �` _� U. cU PER FIRE RATING. - t - C-�YPSUM WALL BOARD - - -- p-- -� - 5HEATHIN6 PER STRUOT. -=- G'r�F'SUM WALL BOARD STEEL PLACEMENT. `-� LLJ . PER FIRE RATING. /� PER FIRE RATING, �.. �a MORTAR BED OVER/ < (�y - _ GALV. METAL LATH OVER/ •, ; t n ' `7# B I DING PAPER a; i U L EXTERIORKDI INTER I OR �# BUILDING PAPER. �' �1 1 1 i I• 'n rl EXTER I OR ' � ^ I NTERI OR fS fn .uj t ,• ., GYPSUM WALL_ BOARD � NTER ICAR �"� ICE k INTERIO — —__Ii �i I PER FIRE RATING. EXTERIOR, ' , 1 Q 1 BATT INSULATION PER . ' ..' ENERGY CALCULATIONS >F r �- W c� - - ; ' > Lo - BAT" INSULATION PER -- BATT INSULATION PER , < 0 uj ENERGY CALCULATIONS ENERI CALCULATIONS ,t I 4 _... GYPSUM WALL BOARD 1 / 1' h ,' �' _GYPSUM WALL BOARD C s PE. p' FIRE 1�:AT I NG . f y _ STArINEI CEDAR 5HINOLE5 r, LIGHT WEIGHT STONE _. ^ _ .m_�._..- _,_ ,_..- PER FIRE RATING. OR. FAINTED BOARD AND VENEER WAIN560T. � ry �- - --' BATT 510IN6. (SEE BUILDING (COLOR 4 STYLE PER I. WALL THICKNESS VARIE5 PER I. WALL THICKNE55 VARIES PER ELEVATIONS FOR MATERIAL p _- OWNERS REQUEST.) VARIE5 -- VARIES-- VARIES STUD AND/OR5HEATHING VARIE5 STUD AND/OR 5HEATHIN6 -_ - LOCATION.) Of THICKNE55, THICKNE55. VARIES VARIES r 5EE DTA q SHT °2) FOR FIREPROOF A55 MBLY. S(vAL.E. *5EE D/S_—HT— A-21 FOR -F—I-REPR_O,OF A-5T5E_-M_..-B_---.L--Y-._._5G-AL_E—: _ _ ------.____---_—_--_----------_________5—GA_LE: -I I�_a_p -I-to Yi -_._-5--o--A- -_L-E...:_-------------- _ ---- _--- ,._ __ -- __ 5_-G_--AL_-E-: -H..a..11µ. I FQII „ 1490 490 WALL HALL 7YF`Em4 TYPICAL SHEAR4 EXTERIOEXTERIORXT RIIGR ILL TYPE AR 6NALL / F� Cd I I I �FI--:CT I EXTER I Off, NALL 7YFE I 2 NALL --- GA FILE NO, =FIRE 2x4 P.T. CANT 5TIRIP.-�--�-.- 4' ° WP 8130 WHERE ,b+ NA 1 LED DN ' I GA FILE NO. 'I HOUR 50-54 STC WP 3260 FIRE SOUND 'NIP 7096 FIRE SOUND .'.1''•tu• r1 r. �1''r �l : ,aril 4I ','�1 3••1y• "ff„ 'j! FL00R/CE I L I NC7 A55EMF3LY DE51 C7N Mn TJM/RCA 6O�-O I I B DESIGN NO TJM/FC A 60•-OI w 11.1 qrr-ra•q-'h ' ,,I ' ,I:""t''i`i.srr�.+-+ry'v-r4'1 '1S�-'+,"'1,�.1;}h ASSEMBLY RAFT l NG 60 MINUTE ASSEMBLY RATING 60 MINUTE " / r y`�y1'. �L{], Tr �liiH II.'1i' L! 'yS'wy.f i•I 7 .r,' il" il'u'f •''S, • '.'+. 4 ..1_. : •1-' I.1r '"• _%. ': . I' CI _1.%:1 i.rr.' Iv'l .' i _ i'_e. �x _._I _.-r-'-�.dJ If 'L i II `i' ' Il 1:T, , y _....•_i.' i i-.1 ::ie"SnT'S-^7Y' _ --_. } i .+ , -- -Y',- ,, ;,-:; -; � -�: �• ;t=- _ RDOI~/GE I L I NG ASSEMBLY F1.,0OR/GE I L I NG ASSEMBLY STC 5O w/ RE5111ENT GHANNEL�S _. OYP" Y�ALLWAR1� 5TEEL O�T 5TU05 ST'O 54 WITH MINIMUM 1--1/21, OF r 1,' , , h 5TO 5a w/ MIN 1-1/2" OF TOPPING"" TOPPINC7 4 RESILIENT CHANNELS ` 4 R.E51LIENT CHANNELS ONE L,�YERI"X 2411 PROPRIETARY TYKE "fx" C7i'PSUM F'',4NEL5 �.1(I 1 r 1 ,�q. .,.6 �.5 ,� 5 }A��.s■,-eJs' STEEL �j �/'�] �■l�.�-�/•� INSERTED BETWEEN 2-1/2' FLOOR AND OEILINC7 J RUNNERS TH T 1 L _ ft 4 •. .�' d_,1.! { r - ' • ••, ••,• I II 1- ._'-'I _ . ' S'_ _ rr '] L 19' J S .' tt .. — ' OYMM ��l p �.", Co I wNTU 5 TOPPING (OPTIONAL) -° LIGHTWEIGHT CONCRETE OR PROPRIETARY I ROOF COVERING SUITABLE MATERIALS INTENi�ED FOR BUILT�UP SECTION OF 2µI/2" PRORIETARY VENTED 0-�T STEEL STUDS BETWEEN .. r. ( () (1) TOFPINC7 (oFTION,4L) LIGHTWEIGHT OONCI�ETE OR PROPRIETARY TOPPIN&I, ROOF COVERINC7 WHICH PROVIDE5 CL'A55 AB,C 00VERING ON " II r, PANELS, I6" O.O. C7YPSUM wA►LLBOARD, Y�IpOI STUDS OOMBU5T181E WOOD DECKS FOR FIRE RESISTANT ,455EMBLIES TOFI�INC7. ONE LAYERI X 24 PROPRIETARY TYKE "X11 GYPSUM PANELS (� SUBFLOORING _ 5/4" T � G PL'�'WOOD OR ORIENTED EQUIVALENT TO THIS ROOF/GEILINC7 ASSEMBLY", (�) SUISFLOORING �., 5/�" T � G PL�YWOC.�i� OR ORIENTED STRANDBDARD INSERTED BETWEEN 2�-1/2" FLOOR AND CEILINC7 J RUNNERS WITH H OPPOSITE 511?E: ONE LAYER I/2" PROPRIETARY TYPE X C7YF'SUM �3A:5E l.AY'ER$ ��" TYPE "XI' GYI�SUM wALLBOARLI OR VENEER BASE STRrANDBOARII� (OSB). (058). SECTION OFI12-1/2" FRORIETA�RY VENTED O-�H STEEL STUI�a BETWEEN wAL,LBOARI APPLIED AT RIGHT ANGELS TC'� THE 5TUD5 WITH I" TYPE rt. T N% ES TO EACH SIDE OF 2x4 (15) 5LEEPER5 - IX4 LUMBER REQUIRED FOR SUPPORT OF ROOF DECK PANELS. 16 OrC. 5 DRYWALL 5CREW5 24 O.G. AND 6 FROM FLOOR AND GEILINC7 y] - AF'LIED PARALLLL�. C71�1 AT RICH A L .. .. _ " I " TYPE W DRYWALL SCREW5 12t, O.C.(S) 5TRUCTURAtL MEMBERS - TJI SERIE5 JOISTS, PRODUCT FIRE-: PLACED AT 12" O.G. (5) STRUCTURAL MEMBERS - TJI SERIES JOISTS FRaODUOT FIRE GLASS " wc�Ol STUDS I6 O.C. WITH )'r� � RUNNERS. FACE: ONE LAYER I/2 PROPRIETARY TYPE X C7YF'SUM I ON O C7ENERAI INFORMATION. -� " A DC7E WOOD PANEL SHEATHINC7 H CLIPS B�H MAXIMUM 5F'A01NC7 15 11.2" O.C,, MAY BE SPACED AT 241, O.C. IF OPPUSIT SII7E� ONE LAYER / " PRDF'RIETARY TYPE X C7YPSUM WALLBOARD APPLIED PARALLAEL TO THE STUDS WITH 1�5/6' TYPE 5 ' r, PAGE LAYE°Ri ' ` TYPE "X &YF'�..a-'Y'UM NAL.�L50ARD OR VENEER BASE GI_,�IL,r�S A+, H, SEE 5EC.TI 4 FOR (2) SHEATHING 1/� 5QU REF I� c WALLBOARD OR 6Y1��S' UM VENEER BASE A FFL..IED PARLAiM.I....EL TO THE � EI �I APPLIED PARALLEL OR AT RIGHT ANOLE5 TO EACH 51DE WITH I % MIDWAY BETWEEN TRU55E5 OR AS PER CODE REOUIREMENT5. B/4 FLYWOOP 5UBFLOORaING 15 U5ED. 5EE 5EC•TION 4 FOR C7EN..RAL II 11 (/+. DRYWIALLuSCREY15 12 O.C. AND B FROM FLOOR AND CEILING. TYKE W DRYwAL..I.. SCREWS 12" O.o. AND OFFSET 6" FROM SCREWS IN (4) C7YF5UM BOARD - II II II (5) ROOF INSULATION _ SHEA THING MATERIAL ADHESIVE PRODUCT 5 INFORMATION. STUDS WITH I TYKE � DRYWALL SCREWS 12 ,/ rC. II G C SHEETIRClGK FIRE CODE C OR JOINTS OFFSET 24 FR0M81�45E LAYER J01NT5, OPTION 1: TWO LAYE;R5, 1/2 U5G/ G TA FOR USE IN HOURLY RATED FIRE RESISTANT .n II , 8,145E LAYER. ,1 It FOUND SUI BLE F L (QI) GYPSUM BOOKED THREE LAYERS, �✓/S USCI./C,C7C� SHEETR,C7CK FIRE STO ESTIMATE BASED ONI MINERAL FIBER INSULATION IN STUD WE5TOROC� FIREBOARDC rvYP'5UM BOARD, A55EM5LIE5 EQUIVALENT TO TH15 ROOF/CEILING A55EM5LY CODE o", Oil. WE5TROO "FIREBOARD O" GPY5UM BOARD. THE BASE SPACE (I+ILIP) SOUND TE5'TET'D WITH I" GLA55 FIBER INSULATION FRICTION FIT IN JOINT5 STAGGERED 16" EAGH LAYER AND SIDE. (LOB ,,,It5EARINES) OPTION 2: TWO L, rYERS 5/ TYPE (4) 5TRUCTURAL MEMBERS - TJ1 5ERIE5 J015T5, PRODUCT FIRE CL'A55 LAYER INSTALLED WITH LONG DIMEN51ON PERPENDICULAR TO JOISTS � Tug �� } rL (5) PURRING CHANNELS (OPTIONAL) - RESILIENT CHANNEL OR HAT A-H, 5EE SECTION 4 FOR GENERAL INFORMATION. END JOINTS CENTERED ON J015T5, FACED AND MIDDLE LAYERS II PROPRIETARY (9YI5 UMU BOARVI _ -- PROPRIETARY tS►►Yf'SUM i'�4AtRt7� - �, INSTALLED PERPENDICULAR TO FURRING CHANNEL, END JOINTS JAMES HARDIE CYP'5UM 5/e>HARDIROCK BRAND MAX G C7-P C7YPSUM 1/2" GYROC FIREGUARD C - THICKNE55; ((� y� CHANNEL FASTENED TO JOISTS. JOIST SPACINC7 MAY BE INCREASED �j WDC>D FURRING 2X4 LUMBER REQUIRED WHEN JOISTS SPACING r i1 APPROX. WEIGHT: 12 P5F II CENTERED ON CHANNEL... ALL GYPSUM BOARD 56REW5 5F'ACED S GYPSUM PANELS I" GYPROO FIREGUARD 5HAFTLINER � A� TO 52 010. IF HAT CHANNEL, ARE USED AND 5PAGEP I61, O.G. EXCEEDS 24 OTC., r sy FIRE TEST: SW1R1 C�I�-5g20--614, 12-5Ng4 C .C., LOCATED 1-1/2" FROM 51PE JOINTS AND 5/4" FROM END JOINTS. 11 Gp . iu 11..1 MAXIMUM. (PL YWOOD THICKNESS SHALL BE UPGRADED IN THIC..KNE55: B y� THICKNE55; B v� - 5OUNP TEST: SEE WP 4155 .� TH TRU55 JOIST SPECIFICATIONS), TO MAINTAIN AN (�) GYPSUM BO,41ti'D .� TWC� LAYERS, 1/, "RESILIENT FURRING CHANNEL ALL MIDDLE AND FACE LAYER JOINTS TO BE 5TAC-7GERED. WI • AFF'RUXr WEIC7HT' � F5F APPROX. WEIGHT': g PSF ' . ACCORDANCE. , BETWEEN LAYERS. �1 � 11�" (NC7C 2565, 4�1-C) CHANNELS MAY BE. OMITTED IF I I/2" OF ()FURRING CHANNELS RESILIENT CHANNEL OR HAT CHANNEL _ � M-_ FIRE TEST: UL.. R151�i, �4-t, 2��8P� F°IRF TEST': wHl4�i5�-11��1,5--12wg2; WH14�ia--11��7, 5�2�i-�g2 ST�1 OF 50, RESILIENT.. 55NK2 C C ; •.! TOI�PINC7 IS USED. �`7) FURRING CHANNELS �' IRESILIENT CHANNEL, ALTERNATE. TRUSSES INS"TOLLED 16" O.O. AND ATTACHED TO EACH JOIST WITH 1-1/5"TYPE w UL DESIGN U46� .. MAY BE SPACED AT 52" O.C. WITHOUT WOOD FURRING IF RESILIENT , �� + tSl . NT5 CHANNELS ARE ."PAGED 16 O.O. MAXIMUM. 5C'REWS. SOUND TEST: ESTIMATED DIM — 11 BOUND TEST. RAL i L�PgB�g, II��•8g SGAL.E. a II NT5 NT5 SCALE. 1/a I Q SGALL. I I o MBLY I '� FLOOR/C .ING MBL.Y I I fi o V RTI T 1 2wwHRm V iRTI C',AL SHAFT 14 IwwHR. 1 I 2wmHCUR SILL ul � ♦a o c� �><(OA UA ARCHITECT Or- RECORD ROBERT BUTTER]FI ELD FARO SECT MANAGER: SRB D RATNN BY : MQA/GMW JOB NUMBER: DATE: 06/05/02 DRAWI N& NON 20 21 22 25 2417 r _ .F --• GA FILE NO. 1 HOUR 55-59 STC l3Ok3kf��f k311�1 11=. F1F .,!) WP 5510 FIRE SOUND GA FILE NO, 1 HOUR 30 to 34 STC S FATk= 01- WAS[ ,TON mom FINISH 15 APPLIED � ' . �.. 11_ ar I ��_ �- --.L -- -- ..�.��.:_.,,.. .,_._ � _a_�L, �,T ., 1.�_._�._�_ . WP 3605 FIRE �ND MW x - .r ._._.....,.�.. I► INSULATION BATT N eft ..'--.� '1 +r-.'—]I—] ,1 1 I�.L...J 1. dl _I _]_.l_! L_— . 1 _ • _nl_L._I�— r2 I I 1�4 _._ +r'Y 1 S r r I• —r R^� — 'w ' n' f .r �l.a: ,,il. t... "._- )-. �. ,t.v :f j ✓..ar !.0 1 _a. _r-1• t _ t. _ _ �' _ .yam 41 7. TRJ `/ \I \ I -'1 i Jar-' Ji! ' �A. ." ..y.._:-..�iFi .L'.. r!.1'_�' .:..II .:_T".. lw �.....�t_. t.«-] 1_:w+'' r' r f Ir N r' r 1/2" RESILIENT STEEL_ CHANNELS 1 1 1 I - _ - - __ - - , - - .F� — _ __ r,L - TTa- v-~i--•+_`T_'�__ - � •_I". -'- _ — �.\ Tsr I i�•T'1'Y �y ........ ,. ,wl,rNwwll" ' TH SIDES OF WALL 1 4 - -- - - `� �''�'](j''J� I L r-y��}v-.. r• r �r _�r��•e-'•-'--'•- vrn-�'. -1 —. r. �._I_. -�[:Z . h'✓ K /�{� �i3. _Lr ii-rE_.1x '1W nm —"�- _-_—_—— .w.I I . .. _ q -- - 1 1 , • , r }'r T 1 r 4� •r�' rll L� 1 -li I�r✓; r;�4 �'�'—__7 11 a -{ rl %T. .1 1' 711i'fT1 �1-7 f,^,• I \. Jl .�- 1:.._: _4 �` GYPSUM WA�LI�At, �1�,� I13ER INSULA'I"IUfi�,HID�i� STUDS {Wy W� CaYFWM W�4I. LBOA�R�7, 6 7LA55 MAT OYPSUM 505TARTE 0 5TUD5 = -i 1. S :- ni, ., .. . ]1 _ u ._•::� '\=:J'" ��_-iY_I'_l,_�'f�� ..J—,1 —i i-- a_2� �+�:�21_ 'Y'i�� __S—�i 1/2" Cv"T0F5UM WALL BOARD 11]1111 ry 1 Q isro. ti::�a.a It 6� ARt�, WOOD STUDS , ,....,.. -- ' _ EXTERIOR SIDE: ONE LAYER 5/1 PROP I ETArRY TYPE XC71Ar55 MAT c��. , �'r1�41..Lr �4RU, Y�i� aTU1?5 PER DIRE RATING. � _.� I ' SASE LAYER _ Il4" F'ROPI�,IETArIRY C7YPSUM WALLBOARDAPPLIED Q GYF'5UM SUBSTRATE (SHEATHING) IEII� ) AFPLPARALLEL TO 2 x 4 FARRALLEL TO EACH 511E OF 2 X 4 WOOD STUDS SPACED 16" O,C.. BASE LAYERR M 1/4" GYPSUM WALLBOARD APPLIED PARALLEL, TO ' ' �A ""^'^-'.,,-..,�.I �'! ."._" �' I WOOD STUNS 16II O.O. WITH GALVINIZEI ROOFINC7 NAILS, 1r,.5/411 LONG, WITH 4D COATED NAILS, IM I/2II LONG, 0.01111 SHANK, 1/4" HEADS, 12it EACH SIDE OF DOUBLE Row 2X4 ,INooD STUDS 16" O.C. ON SEPERATE ONE LA5/5II TYPE x PLAIN OR F'REC.OATED GYPSUM -.._, 2x6 PLATE BELOW 4 ABOVE 0.128 SHANK, -7/16 HEAD, SPACED IiD11 0.0, EXTERIOR SURFACE O.C.FACE LAYER: - 5/1 PROPRIETARY TYPE X GYPSUM PLATES SPACED 1-1/2" APART Y41TH 4D COATED NAILS, I-1/2" LONG, wALLBOARP, BACKING BOARD, OR GYPSUM VENEER BA5E APPLIED .-�. 1 .r' IISECTION A COVERED WITH WEATHER EXPOSED CLADDING OR FIN15H 5Y5TEM. WALLBOARD OR VENEER BASE ON APPLIED PARALLEL TO EACH O.Olci" SHANK, 1/4" HEADS, 12 O.G. JOINTS STAGGERED 16" OPPOSITE FARRALLEL OR AT RIGHT ANC TO EACH SIDE OIL 2X4 STUDS 16" � Q) - -, .. _. _ .�-_- �x•4 5TUD5 STA0707ERED c� 24 O.C.\v 4 INTERIOR 51DE= ONE LAYER �J'/5" PTOPRIETARY TYPE X GLASS MAT SIDE WITH 6" WIDE STRIPS OF LAMINATING COMPOUND ALONG THE SIDE51 FACE I�4YERa I/2" TYPE X PLAIN OR 1='RECOATED GYPSUM O.C. WITH 1 1/5" LONG, 0,0115" SHANK, 1/4" HEADS, I" O.G. JOINTS OF w GYF5UM SUBSTRATE, 6LA55 MAT WATER-RE515TANT GYPSUM EDGES AND CENTERLINE OF EACH BOARD AND 6D COATED NAILS, WALLBOARD OR GYPSUM VENEER BASE APPLIED PARALLEL TO SQUARE EDGE, BEVEL EDGE OR F"RECOATED WALLBOARD MAY BE , I I BACKING BOARD, GYFSUM WALLBOARD, WATER RESISTANT 07YFSUM I��/ " LONG, 0.0�115" SHANK, 1/411 HEADS, 16" O.C. AT TOP AND EACH SIDE WITH B/I BEAD5 OF ADHESIVE 1611 O.C. AT TOP AND LEFT EXPOSED. S t:1'*--2x4BACKING BOARD GYPSUM VENEER. BASE APPLIED PARALLEL WITH _ T' N O.SFGF IN BOTTOM PLATES. 4D F-IN15H NAILS 1-1/2" LONG 0.0-'2"5HANK 0.105511 ' F'.T. CANT STRIP' BJTI"OM PLATES ONLY`. 1 1/2 6LA55 F15ER INaUL,� IO , , I�7N TH D COATED NAILS I -1/6"WA5TE PIPE (WRAP w/ INSULAT )p p OR AT RIGHT ANGLE5 TO STUDS WI 6 5TUD SPACE. HEArlS, DRIVEN AT A 45 DEGREE ANC7LE 16 O.O. HORIZONTALLY AND JOINTS 5TA07GERED 16" ON OF'F051TE 51DE5. (lr.{OA�? RIi�) � C Cl wHER,E A Nl'ti1LEl-� ON Ik 11 EI {I Ik '<] FINISH IS APPLIED LONG,O.Og15 SHANK, 1/4 HEAD5, SPACED `7 O.G. 24 O.C. VERTICALLY. JOINTS OFFSET 24 FROM BASE LAYER JOINTS STAGGERED 16'E EACH LAYEi�, AND SIDE. (I�.C��3EARI�) JOINTS. JOINTS 5TAO&ERED ON OFPOS 1 T E SIDES. (LOAV--HEARING) -' NP_T I .. I _�.---•-'---�-- POURED IN PLACE GONG. PRC�PRIETA�RY c5YP5Uirl E1O�+RDa F�RIETARY 61�'PSUM E�r4RD: SOUND TESTED WITH I�I/2" MINERAL FIBER INSULATION IN STUD SPACE. II FIRE BLOGICINC c� ALL (5-P 6"`rF5UM 5/5" DEN5-6LA55 GOLD FIRE67UARD C'MF' &"trPSUM 1/4" 6YROC SOUND DEADENING BOARD (l..G�, �-BEARING) U `TYa WALL; SEE STRUCTURAL �"�° _-_- -- PLUMBIN6 PENETRATIONS. - Lam... - _L ._ DRAWINGS FOR W1PTH 5/5" DENa"-6LA55 rvOLD FIRE5UARD IO THICKNE55: v 4-1/&" y� - " THICKNE55: 5-3 S" THICKNE55: " �..M STEEL PLACEMENT. THICKNESS: q' B/4 S / APPROX. WEIGHT: `� PSF , APPROX. WEIGHT: -7-1/2 P5F APPROX. WEIGHT: g P5F APPROX. WEIGHT: g PSF FIRE TEST: UL R151q-'4, 46, 6--11-52 � 5EE STRUCTURAL FIRE TEST: UL R21 I'7' 52,SgNK541 g F I RE TEST: UL R271-752, g g 6�3 FIRE TEST: FM WP 14°7, 12 6g SOUND TEST: OR 64-5, 2-4a-64 4�/ DRAWINGS P � UL DE516N U55`7 SOUND TEST: G$ H BW-�355T, 4-16-6� ��y/' _ ''J SOUND TEST: C7,$H BW�'825T, 4�-22-6� '^� 1' �«• (' .,.., Y fly I� 13 5GALE: IV:2"=II`-011 �J\I/`1L : 1-1/2". 11�011 5GALE: 1-1/.► "m11�011 5�ALE: 1-1/2"l I{�0II 5GALE: ., 1 E BLY. .GALE. I 1 0 l J I l 1� 5EE .�H i" A 21 FOR FIREPROOF .-.. _------_____-- _---------____--------__.__._----__.�.-_-----------_-'_-- --_---._._--____--------__--_---- _ _ _-_.___----____-_-- -_-. -------------------_--_------_.__-_-__-'_-----_—________-_.--------_.___-- '•per REI Off' NALL 1 O IsmmHR. CORRIDOR 1NALL 11 ImmHR< DEM'ISING 1NALL I � I�`� . Y�NALL A5 EMBLY� TYPICAL �'�.UMBIN6 1N LL b PICAL 0 -- "'o'�� ALL I #�R. ��"1""> GA FILE NO. 2 HOUR 45 to 49 STC -- GA FILE NO. 2 HOUR 40 to 44 STC WP 4136 FIRE SOUND DESIGN NO TJM/EGA 6O•-OI- - •....-n ,.t k ASSEMBLY RATING 60 MINUTE J GA FILE NO. 1 HOUR 35 to 39 STC IMP 7008 FIRE SOUND o SCALE: I/e51'--0 1-•HR EXTERIOR NALL (SEE PTL I / A-21) : m4m� I -HR CORRIDOR NALL (SEE DTL 10 / A� 21) EMOMMM 1--HR DEM 151 N& NALL (5EE DTL. 11 / A--21 � _ ra I - HR NALL ASSEMBLY (SEE DTL 12 / A---;21) a 2-•HR INALL. A55EMBL.Y (5EE DTL 15 / A-21) trurr I-HR VERTICAL. SHAFT (SEE DTL. 1-1 / A -,21) � 2-HR VERTICAL. 5HA<FT (5EE DTL 15 / A-21) ru Is., NO M w IYM,. IN -FILLED WALLS DENOTE FI RE RESISTANT REOU I REMENT5. 2. Y4ALL5 KTHOUT 5HADIN6 DENOTE A TYPICAL NON -RATED NALL. (SEE DETAIL 5 / A� 21) 5. SEE VETAIL5 DENOTED ON THE FLANS FOR THE PROPER TYRE OF CON5TRUCTION OF YIALL5, DECK5, EC-,�RE55 GATES, ETC.. SCALE: 1/5"- 1 '_0�� I --HR EXTERIOR NALL (5EE DTL q / A-21) -! au:S+M is q�.Pi4 r=G I-HR. CORRIDOR NALL (SEE DTL 10 / A-21) 1-HR DEM 151 N& NALL (5EE DTL 11 / A-21) v77= �..�' I -HR NALL A55EM5L.Y (5EE DTL, 12 / A-21) v ' 2-HR NALL A55EMBLY (5EE DTL 15 / A-21) I-HR VERTICAL SHAFT (5EE DTL. 1- / ,fir-21) 2-HR. VERTICAL SHAFT (5EE DTL 15 / A -21) Is RON I. IN -FILLED YgALLS DENOTE FIRE RE-51STANT REOUIR.EMENT5. 2. YqALLS NITHOUT 5HADIN& DENOTE A TYPICAL NON --RATED WALL. (5EE DETAIL 5 / A-21) 5. SEE DETAILS DENOTED ON THE PLAN5 FOR THE PROPER TYPE OF GON5TRUOTION OF hALL51DECK5, CORE55 CPATE5, ETC.. 1 Z DATUM 10 51' T 55.51 ' T OF or i200F 12 4G CONTI NUOU5 RI D&F. VENT -^ I 15 A - 11 _.._ -2 OF OF PLATE � � ( UNIT 505 G2� IKk 7-7.51' 5rd FLOOR 6851' 2nd FLOOR K r UNIT 205 16 2 � h �• acl• OFF I CE i 6ARA6E 51.5I ` OFFICE W. ''♦ � � '.�' t`r � • 3 t-; �� " e ��.-i _ /' �.-.-�_•r� �� i Y�1J.,....s,�,_,sf_„ ?. /� '1•;%. tt':�y /r �'r /♦�, /r` r . : r, J\ /l rr \ f . � r r ` �'/`\ r r Z / / I f, i\/ ;.. f� / / i / %. r r r r•rr ,r . r, r' f \ `\ - i r 'r \ `'� r/♦ r f .',' ♦ ,` \ r \\r . \/ r r \� i \` �' r� `r 1 -.� rr . . i i SECTION KEY PLAN 50ALE: 1 /4' 1'-O" I I 1 I I I Nov 14 2002 PERMIT COUNTE Z 0 �v CL. 01 m 7 z ^, LLW. w A\ Q 0W wy u�W w 0 to r-i N CYO c� q w .r Lu 1 u � -J, 0 is) C3 C) OL R_ ks) 0) , f Lu ll__I -r (�ryf `► , r yr. m ARCHITECT OF RECORD R05ERT BUT "rERF I EL P PROJECT MANAGER. DRAM BY . MGA/CMV� ..J05 NUMBER: DATE:: O6/05/0.2 DRAW I NCB NO. —AI THIRD f=LOOi� PLAN SCALE, I/8•'= I'_O" FIRE; RATI N& 1 LALL Lr6END I—HR EXTERIOR YiALL (5EE DTL. 41 / A-2I) I -Hip. CORRIDOR HALL (5EE DTL IO / A-,2I ) I-HR PEMISIN& WALI... (SEE DTL II / A-2I) 1-'HR YiALL A55EM5L'r (5EE DTL 12 / P+�21) -HR. AALL , 55EM5LY (5EE DTL 15 / , -21) I HR "-RTICAL 5HA T ( DTL 1'1 / , �21) 2-HR VERTICAL SHAFT (5F.E DTL 15 / A-.21) -- -• • • I. IN�FILLED YiALL.S DENOTE FIRE RE-515TANT REOUIREMENT5. 2. NALL5 NITMOUT 5HAVIN6 DENOTE, ATYPICAL NON-RAT�D HALL (!SEE DETAIL 5 / A�ll.l 1) 5. 5EE PETAIL.5 DENOTED ON THE PLAN5 FOR THE PROPER TYF OF CONSTRUCTION DID iNALL.S, DECK5, EGRESS &,►TES, ETC. SCAL • 1 / ,.11— 1 1-011 � NO OPENI NCB FERM I TTED IINI TH! N 5'�O }� O NORTH AND SOUTH EXTERIOR kNAL � . A OLAS5 E3 ROOF IN I LL BE USED- — io i W' DATUM g0.51' TOP OF ROOF 12 4 55.51' TOP OF PLATE I "17.51' 5rd FLOOR b5.51' 2nd FLOOR CONTINUOUS RI POE VENT A- 1 I - - UNIT 505 [.UNIT 205 OFFICE / GARAGE H 51.51' OFFICE FLOOR'' 41 ✓ /' ,\' \ ,,\f . /i' '� �,.•'•`d ',Y�,'b x�S,,yy� , �f , , `�.5 ; �f}� 'A ', ..� '/ fi { 4.Y..( j'/, '_i,,. •.`c f / ( i`.i♦'�/.! /, . %� i% NN • / �/,\/� /!, fN< l /:; j f'J, 'r. I�,,'f i\ r` \` /r ~f f f',f / +/,/!i' ' \ rr f�,/ /' ' ,✓r \' / N. rrIN r le' . 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I. , .,, , ..., L: -, . r,.. .. ;'f' Y.r.. _ ..: ,i , . , _�,,. _...—..,».. » .. , , n .- • r r , , _ _ r _ _ . r .., , .. .:.73.� _ . i ♦ , J. ! } - _ F + I I z I IL I HT YIEL.L it I... _. r_,_,� I t I__ I } TYP I CAL R PSE LINE ' � t 1 ; �, 4 � � 1 ( [ t r I � ,a �• z ,., , , , � , 1. ,l.., t4 ,.4 f I r i t jjj{ j ` ,' •'=7's {i .._,,,.,,,...,•...».I.,...... ! !k IN Illf `t ^, , , ., ' f I I )♦) i , 1 ' } _ yy 'r r{{ , _ _ } 1 I � _ - � ' ' } I f �, � � � � v�,u,r dwY.n,ll � , __ - - I } ` `. \ � } , , , „. ._. ,� ..�i _. } r,_ _„ •, .,I - _ „[ � � ---'-- — I .,7 A-11 10" 7 i F 1 _1•s I ( tf I' � f I ° ti I � j i{ I { f ! � � � �� jt" � � �✓ j I' it ..... _ ,. � _„ I .� {�. � d,. r ,,._,., - t ., •� � �., , ,� ,,,. _ , { 1i c,.r f I � { [ ; � %"� rJ `1 , I„ 1 } � --- • - f ( ( j i S 1 ' � 1 ) � 1 {� I J � � ,,al , r i ., „ .., 1 , ., II! � 1. ,u { ....rr � � '., r - I - I ,}• _ I 4 I ROOF ORA I'L.UMSCD ' ' I ,. , I ✓'{': k _� . } f r } t i I 1 , I r I t 1il 1 I Z i I I TO DO YVN UT. 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II" ,:rl ,� 1,4e,,�.1 yaw'faRC:TEGTED TQ IHQUR IRE RE51aTI�IE C�ONSTRUGTION. I I __._ _ - / _ ___ _ _._ ( L - ,,,, _'' -� rr J I .r' - •ar J 4 - - l � - -F I Q Ni II !1 1 ALTHOU&H COLUMNS SUPPORTING THE 2�HOUR, OCCUPANCY I -____ ff --.- _ -� a _ _- I c - ... �, _- --- I I_. ,I I SOL"ATE _ _.._. _ _ _ _ - - _ _ . _.___ - -- SEPARATIDN FROM THE 55 TO RI OCCUPANCIES MUST BE ___ _ I I c __._ ___-_-- .__.__..- ---I�� /moo "'' ,, _ _�I_.� 11 11 ��`l ; �? a SPRAY APPLIED D _. _ _. _ _._, _ __._ . _____ .._... I f� o_ �/ 1 2 ._-. o N ' TED TO 2�HOUR FIRE RE51STIV'E �:20:20 � - _-_--- SIMPSON : ; FIRE-RE515ANT : INDIVIDUALLY PROTECTED I VN� T 1 I CONSTRUCTION' ---- --- I I .} 0 _----•----'--- _ -- 2 _ =-_._ f _ L VB WELDABLE ® o GQ�IERINC7 AT � ,j� I ��_ -- I-- _ - -- HANGER BEAMS FOR I --HR `° 21 BEAMS SUPPORTING A FLOOR AND ROOF OR MORE THAN - I I ' '- ,_ - _____�.- I I I _ I l a PROTECTION. E Y �'� . �� ONE FLOOR MUST" BE INDIVIDUALLY PROTECTED TO I�-HOUR --._-_._--._-- I I _-_ ---- --- _ - - �- -IWIl'_ 1 [ - I M =_- - 5 �'- 11 FIRE RESISTIVE GONSTRIJGTION. ALTHOUGH BEAMS SUPPQI"•;TINCa - - - _ ______ _._^.__�_ I I I I I -I----------- -.----. - - - �"" I -. ___ -_♦.. __ f4 IT: _n_,.___--_--- - . / y� .,., - k, I i -- - I - � ---- -.I - I,IIIIII- nn r f --* -' �--- r, -Y THE 2-HOUR OGGUPANGY 5E'ARATION FROM THE 55 TO RI ;; ,_„� �/IdJ,� -IJJyy /'JJqa-I -r/-�rJ��--__�__ - _ _ -___ _ _ i.. -�i"--rlfl.'i'd '+wM--._._..............-._...-. ^ BRIM .. __ .._._...._.___-.._._.....-_ ._.._ R _�� _ M�R.�IM iil, _.- _ III, [r Ill .1 I U*a 1�� ' .I. 4- -._. ......._. -__ - ! "�-< _ 'T �••e•e71 eI -•- I, .•,.•rr. .e-.I,� =. '-�,.+'+;-T,"--•q^:rst- r . .ftltrr. ,..I,I. .i:l.'l1!e+•11-t.1',.. I.I, 1•'S'erl;.-rnrl.t...^ 1 G ED TO 2 HOUR / _4 -� - _ Ea MUST BE INDIVIDUAI.�LY PRIDTE T __._-_T _ -- w _ _ OGGUPANGI __ .•. / 4 Y I +_._�_^) yn S I T• i , '{. 1 •d [ I�r.�srl-[ Iarlrr/rMlrrwrlw ; 1 ,, ,4..' . "i..71-^.^ ., ' , .I. ' +'', i _ \Y _J __L_� .4, � �.f .'1 , r. _ s-.JI JL•�.�3s C =_ t h -IS./. _ _ l ..I'f 1_�'•••y. 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I NCBIa _, I I_ -_ - - t o J -' _ __- _ _ _ -- - - -- - E (SHQY�IN) OR Y�IQQD BEAM ,�55EMBL.Y' PER .4)kf) t� �1 ; 5 I I I I T---- .- ----- - - o 1 _-� _ 5 _ DETAIL, 14 SHEET A-21 � �' �; ;s. � . - I �. ... _ I � ,- - ,___. I PER ENC�INEERINC�. ,I� , uo ___ 1 .95 9 m ?*,�.A"7*1 ?WX"�V�C:VC34 Ft� - V#rCW> lI T } -1 I __� T-_ :2 cz_`� , I I I 11 V / "t_- -_ - _ V y F&7ZO 3 �� a1 f'\L.L»• I II I Iw I{ lL.l I-1 "'" f •• _. 3 1 T- _ n I ld$j� op) 1:5 k I , (D I I 1" - --_ - - - - -- - - ■ .. -.- I I I I _ __ _ -- -- - ___- __... -�I, _ _ _ J , ___ �_ ___, -1 I I 0 r ?;r I L._._. i. ...._ _..._. I I ~ ^ �� p+p o/ �• 51\�. ! `\\ % / I \J • 1• .s. j T trl, 1_..I�.J r I, __ 1 H CLOVER AT STEEL BEAMS - . � f 2 _ I I_ _ . _ - - �_ I _.= _ 5 X� -. r- _ _ - __ I Lu ... -. , Qa Q 1 5 % -- -- -� L 0 L_ --------- __ ,_-_ _. -... __.. - " ' i i 1. �.. - -- - - r �! __ _ _. _ __ ___ _._ 1___�_______._-� ___ __ - ___ �__ _ .___ _.___ _ __ _ _.__.._ __ __ _�_ ___.__ ___-_ 0 �.� --- _ _ _ _ _ __..� __- _ _ �_ . - �___._.� _-- T - ___-- - ._ _ _._ .__ _ . __ _._ .. _ - - ___ __ __ _ ___ _ _. -__ ___ _ _ _ _. _ . __-_ _ -- _ _ -- T q,l - w _ _, ------ - - _-•_.---_._._-__._._�_ _.._....______- -- -- -;ate - - _ 1`-` d �_ / j - __ �_�� 0 w�� ., ; 11I \ '5 -� DESI CAN NO TJM/FGA 60�01 Cy 1` ;� - _- _ - I .L_.-_ _ _-___:__.____ �_ . __. __ I �I T I I __ - - . _. _. _-----.---. - - _r _ _ - _ -_- __ _ -__ -1 I I A55EMBL,Y RATI N& (aQ MINUTE �,) . r 0 1 r�M-I__..._._ _-._..._.__ ,..I " I I I I I I I �I _� f. -_ I I I FLaUR/GEILINC� A55EML3L.Y I I ' - -- - --- I I I ---- � _, � = �- -- -- - -_ --- - 00 _ I _L- a.._.. I(� (t�`�- •� i F-- -r - I w ! ` 11-- # 3 - __ _- I 1. _ _--- _ _ - --• -__ _ - ._ -- _ _ __ - - - - I I L-------- I ---- / / I, _ _ _ +�2 - ---1 --2 1 �"� I� -I I I I I - - - I I � -- -'- -- " II 1 I I I __----------- -- ; _ _ I - ,' --_. - -_ _�� I-I/2 LIGHT 5/� TC°� __.2x P.T. NAILER -�TJI JO1575 PER / C , . �� '(� '�' ; _5_I R O-OR -- -2 W2 -z -- - __ _-- _ ---------I L_. _--- --_-------- --- __ - - _ _ -- _ __ -_ _ _ . _- �. YV I EC�HT GONG PLYY'VOQD. ENGINEERING. ' -- II -� I _.'- _________ - _ I -_ --_-_- _._ __-_ __ __--_____ - I ____ _______________._ _ __ f_ _ _ _, _._.. _.. ___-._.___ _.___...___ , ____ .,._._._. _ ___,_ -_-. "Ab allill'I I-- - -_I �._ . __. -J r_ ' ! � . _ __. , /- -- I '�_ �'` - ! _ --� .,,. -..�- -� _ r ARCH I TEGT Q_ F RECORD ORD �)ALm�.1 . ! I . 1 , . . 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GOL.UMNS I N THE BU I LD I NCB MUST �E� _ _ _ _ - �- _ _ -� --_ - � . -_�._ �-_--_:::� .---- ._- - - -I---- pr I UNITI 1 _ _ H PROTECTED TO 1--HOUR FIRE RESISTIVE CONSTRUCTION. - - - - - -`� 5 _. f I __.__ - � /� a _ � ----- _ --- ---- - e EIS �, I o --_- - _ - AL.TMQUCaH GQIUMN.. 5UF'PQRTIN�a THE 2 HQUf OGGUP�4NGY �"�'C�.., - ---_1 __ _ _'.. _..-:__._.-- _ ..........,._..-_ . __-� ._ I r ` ► 2 I p Rqr HAN%ER t,l BEAMS FOR 2-pHR SEPARATION FROM THE 55 TO R1 OCCUPANCIES MUST E I I ) c; I _. __IIIIIII_ __ _ `,, r PR.OTEGTI®NI .r106 NUMBER: INDIVIDUALLY PROTECTED TO 2-HOUR FIRE RESISTIVE - --- -- --- I I ---___.. -- - I I (-;i----- _- -- _ - __-_ _.._______ _ - __:�_ : - ;_... _ :_. _._ ; �, _.-_--�� -UNIT 205 a•I ; �'' p-! _ I -1�E T. --L_ __CONSTRUGTIQNI � -___. _.._. ______, _...____ _. ____ 11 :; . . r. 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ALTHQUC�H BEAMS S PP -_ -- --- I -- --- __ - _ - - 11 _ _.___ _�- / I, -1i.. ,I = �., ;, I__ - / /_ RESISTIVE V'E CONS G U ORT I N(9 ■ � ^^fi�rr^^ r _ . � - / " -'I-------- ..�m11. r - I - C� O Q THE 2-HOUR OGGUFANGY SEPARATION FROM THE 55 TQ RI !xT - 1, ` � �' - - __..._.._.._ - - _-�-_-.- - T IIe w 1ln I pROTE TED TO 2-HOUR ..._ �.. �.. .... _ __- = �► FLOORDRANINC7 NON OCCUPANCIES MUST BE INDIVIDUALLY � _ _ _. _ - �' --__ __ __ ____ ____..� ___ ___ _ ._... __,_._ __- _ __-- _ 5 _ SHOWN) OR WOOD BEAM �_ _.. A55EMBLYEPER GQNSTRUGTIQN, f mmmm.__. _ _- --- _! - [4 _ T.... 1� -_ . _ + ` _ RRIIIIIIIII/IrIrS#- R II�IgwRRll�. _ _.,._._• ..._. _ ArP _ IAMA!I. ___.___ _ lal�MM.IMIl, - -1. �- � r -� _ - - •----- � `� - �► 5 ___ - __ - _ r_ - - -- A NQ. I -2------,_ _ -: - PER ENO I NEERI NC7. 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NAILER &NWWFI% r `/I..IL.111L7 SLY PER 14 SHEET Til JOISTS PER -Hid COVER AT STEEL BEAM5 1-HOUR @ STLm AMS COPPERSTONE BUILDING &Emm MOP, P I So siveo , 5 .eQoSItt" FW - pia• DO EU6ioN OF E�N'ONOS — 5/8" °LIED I STL SM. M Vi� �XT 0 2 t *mfr'N11w� ARCHITECTS w 1� 128 TH 4TH AKIN U E BUILDING EDMON DS, WA, 98020 Tel: 4 .0"8411 fax: 4 w"4.78 Egall: infbQTGBArchItwft cm www.TGBArch scam PLOT DATE: OaP:18uttcrfMdV3utterfiold Design GraupUkmhitvatrallAutoCAD%Projocs%COPPBRSTONE1AL43EAM4PLANS. wS �) • .o.awwrww...lwoowlr+.rr+.++r+r CSC .... .._. .-_--._ _._ __ V _. , ...-_.»..._ _`^--.'_•T•----•---.._. _..-_.._,_.-..--._.--.._ , _..,T_.r..-wIMM1.-_-...._.... _ ___ Yw^W�Yf_wu,rw-..._.._....__--P„..._._._._... __ __-'r'-rw+ewe._vd ___ wM �wlwM^+nww.M+rrlrrewHrPpwwrWa±.^uww,w.s?4�rru - - _-_ - .P.P.4 - _-_-+.W++„. - -_ siw.w•�!_-_�•____iT.,,___ -• _ _�. 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' r'i L..•...-YyA.�J.'t�'!�3 .�.�-I�LJ W •■ jjj j'1. 1, •'4 rl 1y1= i'; • .1...I�1�111«An1w11 «MI«r«41 I I ..2 _ _ LO a.. 1 __ -- _ f -� - _- --- I .� ` 1 - -4/2 - 20 6A. 5HEET MTL. _. ((((W0 /% • - _; -- - _ -- I I I 1 I - _--__ -'_- = -�/ -- -- -- - - = YVRAF 4' H16H ANCHOR LLI � L awl2 _ _ _" --� 2 2 2 -�- 7---- �_- 1...._,. � � NITH METAL STRAPS, � u� r�C t Rog - - _..___-_ I I I � . _ _ _ _ 1 _. __- _ PIPE 5TLv TUBE 5TL■ �) I ,_ -__ -2 _ . w (- I 1- -� I I - - -._V I`•., fi, _- - _.._..._- _..-.._. -,„ .... _� _•� I -_- _.:_,__ _._...._...,....-_ .. ram.--.. _., _.._'_=_ ._.. ... _:.._ __ �T I splaxamol - V7 I. SPRAY O APPLIED RESISTIVE MATERIAL � - 5EE «1" ABL.E5 - ___� _____v_� ,. _ _ _ __ _ _ _ _____._ __ _ _T __ ___ ___ ____ ____ ____ _ __� __ - - - - - _ - - _ - r 1 �v �R , RE p M X N -,� _ _ _._ _ - - _-_ _ E3�I...0N FOR r�PPROPR I ATE H K �:�� 2_ , - 'Y - 5 � I TH YVATER AND SF'RA'�' OR TROYVEL APPL 1 ED I N ONE OR MORE COATS TO COLUMN 5URFAOE5 WHICH MUST BE CLEAN AND I -RE As � Sl A l r- ar wee c'TON OF DIRT RT', LOOSE 5G,4LE AND OIL. FOR METHOD OF I��N� I TY . `J IX, - - ---- I I I DETERMINATION, SEE DESIGN INFORMATION SECTION, SPRAYED ---_---_.-_._- I 1 1._ MATERIAL. MINT AVERAGE AND INDIVIDUAL DENSITIES FO1�'. TYPE' 500 SPRAY APPLIED RESISTIVE MATERIAL OF 44.0 41.0, w - �. RE5PE071 VELY - MIN AV6 DEN�.�rr 1 TY OF 44PC�F IN I TH MIN I ND VALUE BO __ I - '�-- ` , ---- -- - _- _ --- --- - OF 40 POF' FOR TYPE M-11. MIN AV6 DENSITY OF 44POF WITH MIN �2 i =-=-= -- -- �--- - - T -- I _ - - IND VALUE OF 42POF FOR TYPE T6. ..,,..1 22 E) - - ._..--.��-____..._.. ... .... ,....^. ._......-�.._.. - -•--- ^_.__..-__ -�.- ...____ ^ -._.m.. ......._......___ ~--._._ .i - f1•�T- ... 4^n._rr we � � _ _7 '-.ir,. •MA\..11«� RM.IIMMIr Woo 7 I I - _ - �0 - 5 I -- - -2 ::- - : =~- - --I � ,�..I -- _ - 1 - � - 2 2 / Y MIN. TWNS, OF 'TYPE 800 IN. C _._., _ -- - -2 �2 2 -- - - ' I I r I a I - -- , - -- 2 - --- - w2 _- - ^-_�- .+� J GOL" ..ilk IN, « 1! . I n I • i.. f i. 1u M/�I . Y A! ww.wwlwn llbUNIT501I I I I go om --IaffiRmlift, i ____ 1 5T 6X6XX5/6 0.56 I1/16 1 1-5/5 2 2-11/16 ---•-� �-----1 I _ _ .. ..1... UNITa - -2 - ST 6X6XI/2 0.46 11/16 1 I°5/6 2 2� i 1 /16Rmw.�..., 2 A I I ,,� /f/ 2 __- _ ST 6X&X5/6 0.55 13/i6 1-5/16 11/16 2 5/16 5 1/16 ._.___J 5T 6X(oXa/16 0.50 i/5 1-1/4 1-11/16 2-1/2 5-5116 --- ---- I 2 I _ - � �L _ L_ I - -' 1--r 5 2-�15 16 5-5 4 0 .�� - I 2 �- �2 .,....,...�. _.__ �-- ST 6X6X1/�4 0.24 15/16 1 7/16 / / / - _.-----,- � -__ ^ � 2 5 5 I -j . 5 -I ____._.__.�--- -- - ---•.__.__�_ _,___-__�____ I I IST 6X6X3/16 0.15 I-1/I6 i-5I6 2"1/� 5-3/I6 NR .� ST 5X5X1/2 0.�45 I i/I6 I i -�5/ 2 2�-I !/16 / / _� -- ' -__ _- ~~ �.. -enr ..� ITT 5X5X5/5 0.55 15/16 1-5/16 1-�1/16 2�-5/16 5-�1/16 _ l __ _ 1 �- ___.,� f r.11ll+�� f _ 16 111 16 2--q 16 5--5 S ■ j _ .. _ - - _ _ - - -- - - I �_ --- --� ST 5X5X5/16 0.211 07/8 115/ / / / � ,,,, , ,�, _ -_ .�... �..... - J.Si 5X5XI/4 0.24 15/16 1•-"1/16 1•-1/a 2--15/16 5.3/4 -----U .. - -2 �' _ _._ ___,_._- - -___ m __._- ___ .__-.._ 5 51' 5X5X5/16 0.15 1-1/16 1-5/e) 2-1/5 5-5/16 NR- ! _ _ - 5T 4X4X1/2 0.44 �1/16 -i/e+ 1--I/4 1--15/16 2-�5/� � •- �. _._-- _---- .,_....-__-- __ � .._----- _ ____-_ __ ______.�___._---_�..._____-_ .__ __ .�.__ _.____------_._.___... ______.._.____..__ �__ -� ___ -. TAB l R NO . .� `�" 5T 4X4X5/5 0.54 11/16 1-1/16 1-5/5 2-1/6 2-•15/16 5T 4X4X5/16 0.241 15/16 1 I /6 1 I /2 2 I /4 5/16 . .., _.._ _-.__-_- r _ ,r11-11��:-._...._... � - ........_-_..-..r.-...-_,-_•_-.-..-_.-,...-._-..-. _.,..-, A.N �.'w l.M.Irwr.ol wwMrrl .n.i,e.w.,.WM+Nwn�1MMMPPw.-, «IMMUM+Iy�i o,w.nnrr+ww ST' 4X4X1/`4 0.23 1 1-1116 1-15/16 2-1/5 5-15/16 1 -�__ _ ST 4X4X5/16 0.16 1 I °7ri6 115/16 2 4i/16 '5r16 . .., rrrn� ts) A5 AN ALTERNATE TO THE TABLE ODNTAININ6 TYPE 500 Cy r { 5PI`�AY-AFFL I ED FIRE RE515T I VE MATER I ALIM5, THE THI OKNE55 �-1- I N6 Ar OF TYPE 500 5PRAYa-APPLIED FORE RE515T I VE MATERI I AL5 1- - FOR RATINC7 PERIODS OF I, 1.51 21 3, AND �4 1~I�?. CAN BE DETERMINED FROM THE FOLLUWIN6 EQUATION: A IM. A ' 1. ALL.. OOLUMN5 IN THE BU I LD I N6 MUST BE I NP I V I DUALL..Y PROTECTED TO I-�I-10UR F° 1 R� P RT NC7 THE 2-HOUR OOOUPANOY RESISTIVE GONSTRUGTION. ALTHC�U6H OC�LIUMNa SUP O I n � 55 SEPARATION FROM THE 55 TO RI o00UPAN01E5, MUST BE INDIVIDUALLY PROTECTED I�5 �'� + TO 2�HOUR FIRE RE515TI\/E CON5TRUCTION1 2. BEAMS SUPPORTING A FLOOR AND ROOF OR MORE THAN ONE FLOOR MUST BE INDIVIDUAL..LY I�RC?TEGTED TO I -HOUR FIRE RESISTIVE OCC/)NSTRUGTIC)NI ALT'Hc�U6H �-� BEAMS SUPPORTING THE 2-HOUR OCCUPANCY SLwPARATION FROM THE 53 TO RI 011pl �RC�UP LTD. '- TYKE �0O 1N�J/ESICaATED FOR EXTERIOR USE. OOOUPANOIE5 MUST BE INDIVIDUALLY PROTECTED TO 2-HOUR GON5TRUOTIONI I l..Ai'EK INT'Ef�NA�TIC�hlr�4l.. - TYPE �30G�, M-11 01� T6. TYf�ES 500, M-�11 AND T6 INVE5T16ATED FOR EXTERIOR U5E. +syiu A STEEL COLUMN STEEL. PIPE (5P) OR TUBE (5T) COLUMN A5 5HOINN I N THE ABOVE TABLIE5.INHERE: H = TYPE 600,M--11 OR SPRAY -APPLIED FIRE RE51 r..' T I V E F A,An MATERI AL.,5 TH 10KNE55 IN THE RANGE CIF 'i/I6 TO 5-�5/16 IN. li_� �•1,1 F-: � •E (ROUNDED UP TO THE NEARE5T 1/16 IN.). '� �� c •�''�� R = FIRE: RE515TANOE R.ATIN6 IN MINUTES (60 - ,240 MIN.), A OR055 SECTIONAL AREA OF PIPE OR TUBE. � s I P = HEA'T'ED PERIMETER OF STEEL_ PIPE OR TUBE. ') IS1 A/P 0.1 -'cl TO 0.44 � �! J THE A/P RATIO OF A OIROULAR PIPE 15 DETERMINED BY: lj` $ T(V �.T) .. �? C) PIPE ;� C) o D 15 THE OUTER DIAMETER OF THE PIPE (IN.) ARCHITECT OF REOORI� 'To 15 THE WALL THICKNE55 OF THE PIPE (IN.) R05ERT BUTTERFIELD THE A/P RATIO OF A REOTAN6uL.AR TUBE 15 DETERMINED Bar'': PROJECT MA�NA6ER: TU1B T (A + 5 no 2T) RANN E3Y° :AM A + a MO,�/OMW ,SOB NUMBER: INHERE : A 15 THE CUTER NIDTH OF THE TUBE (IN.) B 15 THE OUTER LEN6HT' OF THE TUBE (IN.) DATE: `r« 15 THE WALL THICKNE55 OF THE TUBE (IN.) 06/_O�/02 MARINO THE UL CLASSIFICATION MARK RAK NCB N0., .M Y- NOT TO SCALE 1 COLUMN FIRE PROTECTION STRUCTURAL NOTES (THESE NOTES ARE TYPICAL UNLESS NOTED OR DETAILED OTHERWISE ON DRAWINGS). EQUNU63QNS C CONCRETE GENERAL NOT _L FRAMING NOTES CON ES CONTs TYPICA ALL MATERIALS, WORKMANSHIP, DESIGN AND CONSTRUC11ON SHALL CONFORM TO THE BACKFILL BEHIND ALL RETAINING WALLS WITH WELL -DRAINING, GRANULAR FILL AND PROVIDE FOR COLUMNS IN SOME AREAS AND SHEAR WALL BOUNDARY ELEMENTS SHALL BE CAST INTEGRALLY 3, ROOF AND FLOOR FRAMING DRAWINGS, SPECIFICATIONS AND THE UNIFORM BUILDING CODE (UBC), 1997 EDITION, SUBSURFACE DRAINAGE, WITH CONCRETE WALLS. CARRY ALL HORIZONTAL REINFORCING THROUGH COLUMN SECTION. PROVIDE 2x SOLID BLOCKING FOR JOISTS AND RAFTERS AT THE SUPPORTS. INSTALL DOUBLE JOISTS SPECIFICATIONS AND STANDARDS WHERE REFERENCED ON THE DRAWINGS ARE TO BE THE MERE WALLS TERMINATE AT COLUMNS OR BOUNDARY ELEMENTS EXTEND HORIZONTAL UNDER PAR11TIONS EXTENDING ONE HALF OR MORE OF THE JOIST SPAN. LATEST EDITION, PROVIDE DAMPPROOFING AT EXTERIOR FACE OF ALL FOUNDATION WAH S EXPOSED TO EARTH PER REINFORCEMENT FOR A DEVELOPMENT LENGTH INTO THE COLUMN OR BOUNDARY ELEMENT ARCHITECTURAL SPECIFICATIONS. REINFORCEMENT CAGE. WHERE THE DEVELOPMENT LENGTH IS UNAVAILABLE, EXTEND As FAR AS 4. PLYWOOD DIAPHRAGM NAILING DES19N- I ADS, EXCAVATIONS AND DRAINAGE INSTALLATION SHALL BE OBSERVED BY A SOILS ENGINEER RETAINED BY POSSIBLE AND HOOK, ALL PLYWOOD SHEAR WALLS, FLOOR AND ROOF DIAPHRAGM NAILINGS SHALL BE AS CALLED OUT ON DEAD LOADS; THE OWNER. IF EXCAVATION SHOWS SOIL CONDITIONS TO BE OTHER THAN THOSE ASSUMED ABOVE NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SO SCHEDULES OR ON THE PLANS EXTERIOR PLYWOOD WALLS MERE NOT INDICATED AS A SH AR ROOF FRAMING SYSTEM FLOOR FRAMING SYSTEM LIVE LOADS: 20 PSIF 25 PSF ROOF (SNOW LOAD) 25 PSF RESIDENTIAL 40 PSF BALCONY 60 PSF EXIT FACILITIES 100 PSF (LIVE LOADS ARE REDUCED WHERE PERMISSIBLE PER UBC SECTION 1607). EARTHQUAKE LOADS: 2.5Cal BASE SHEAR (V), V R W SEISMIC COEFFICIENT (Ca) .36 (ZONE 3, SOIL TYPE D) IMPORTANCE FACTOR (1) 1,00 STRUCTURE TYPE FACTOR (R) 4,5 REDUNDANCY FACTOR (p) 1,16 (EW), 1,0 (NS) V (15)(0,36)(11,0) W 0.20 PW (4.5) W TOTAL SEISMIC DEAD LOAD AS DEFINED PER UBC SECTION 1630.1. WIND LOADS: BASIC WIND SPEED 80 MPH EXPOSURE B IMPORTANCE FACTOR 1.0 OPERATION CONIINUOUS PERIODIC REMARKS SOlILS SOIL BEARING VERIFICATION X GEOTECHNICAL ENGINEER CONCRETE REINFORCING PLACEMENT X CONCRETE TEST SPECIMENS X CONCRETE PLACEMENT X ADHESIVE ANCHORS X EXPANSION ANCHORS X EMBEDDED PLATES X STRUCTURAL STEEL FABRICATION & ERECTION X HIGH STRENGTH BOLTING X SHOP & nEw WaDING SINGLE 0 PASS FILLET WELDS $j .�t 5/16 X FILLET WELDS > 5/16" X OTHER WELDING X WOOD FRAME SILL PLATE A.B. PLACEMENT X HOLD-DOWN PLACEMENT X SHEARWALL-olk RE22�� ................ ..................... �f SPECIAL INSPECTION SHALL BE PERFORMED BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE OWNER, THE ARCHITECT AND STRUCTURAL ENGINEER SHALL BE FURNISHED WITH COPIES OF ALL RESULTS, ADHESIVE AND EXPANSION ANCHORS SHALL BE HILTI BRAND U.N.O. REFER TO ES EVALUATION REPORTS 51!L2L2: SHOP DRAWINGS FOR THE FOLLOWING ITEMS SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION: 1, REINFORCING STEEL 2, STRUCTURAL STEEL 3. PLYWOOD WEB JOISTS SUBMITTALS SHALL CONSIST OF (3)-SETS OF SHOP DRAWINGS BEARING THE REVIEW STAMP AND SIGNATURE OF THE PROJECT ARCHITECT AND STRUCTURAL ENGINEER PRIOR TO FABRICATION, CER11FICATES OF FABRICATION AS REQ'D PER SECTION 1704.6 SHALL ACCOMPANY EACH SET OF SHOP DRAWINGS. ENGINEER'S SHOP DRAWING REVIEW IS FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT AND CONTRACT DOCUMENTS, MARKINGS OR COMMENTS SHALL NOT BE CONSTRUED AS RELIEVING THE CONTRACTOR FROM COMPLIANCE WITH THE PROJECT PLANS AND SPECIFICATIONS. THE CONTRACTOR REMAINS RESPONSIBLE FOR DETAILS AND ACCURACY, FOR CONFORMING AND CORRELATING ALL QUAN11TIES AND DIMENSIONS, FOR SELECTING FABRICATION PROCESSES, FOR TECHNIQUES OF ASSEMBLY AND FOR PERFORMING THE WORK IN A SAFE MANNER, ENGINEER'S SHOP DRAWING REVIEW OF STRUCTURAL COMPONENTS DESIGNED BY OTHERS IS FOR LOADS IMPOSED ON THE BASIC STRUCTURE. THE COMPONENT DESIGNER IS RESPONSIBLE FOR CODE CONFORMANCE AND ALL CONNECTIONS TO THE BASIC STRUCTURE, SHOP DRAWINGS SHALL INDICATE MAGNITUDE AND DIRECTION OF THE LOADS IMPOSED ON THE BASIC STRUCTURE. SHOP DRAWINGS SHALL BE REVIEWED AND STAMPED BY THE CONTRACTOR PRIOR TO REVIEW BY THE ENGINEER, ALLOW (2)-WEEKS FOR SHOP DRAWING REVIEW BY ENGINEER AND (2)-ADDITIONAL WEEKS FOR SUBMITTAL TO BUILDING OFFICIAL. FOUNDMS SOILS REPORT- GEOTECH REPORT WAS NOT AVAILABLE DURING DESIGN. ALLOWABLE SOIL PRESSURE (ASSUMED): 2000 PSF LATERAL EARTH PRESSURE (ASSUMED): UNRESTRAINED- 35 PCF + ANY APPLICABLE SURCHARGE RESTRAINED: 50 PCIF + ANY APPLICABLE SURCHARGE FOOTINGS SHALL BEAR ON FIRM UNDISTURBED EARTH OR STRUCTURAL FILL AS NOTED IN THE SOILS REPORT AT LEAST 18" BELOW ADJACENT EXTERIOR GRADE, ANY FOOTING ELEVATIONS SHOWN IN THE DRAWINGS REPRESENT MINIMUM DEPTHS AND ARE FOR BIDDING ONLY. ACTUAL FOOTING ELEVATIONS ARE SUBJECT TO SITE CONDITIONS AND MUST THEREFORE BE ESTABLISHED BY THE CONTRACTOR, FOOTINGS SHALL BE CENTERED BELOW COLUMNS OR WALLS ABOVE, UNLESS NOTED OTHERWISE. FOR STRUCTURAL FILL CONDITIONS. IMPORTED STRUCTURAL FILL AND BACKFILL MATERIAL SHOULD CONSIST OF CLEAN, WELL GRADED GRANULAR MATERIAL FREE OF DEBRIS OR ORGANICS WITH A MIXIMUM PARTICLE DIAMETER OF THREE INCHES AND NO MORE THAN 5% FINES (PASSING THE #200 SIEVE), FILL AND BACKFILL MATERIAL SHOULD BE PLACED IN LEVEL LIFTS NOT EXCEEDING TWELVE (12") INCHES IN LOOSE THICKNESS AND COMPACTED TO A MINIMUM OF 95% OF ITS MAXIMUM DRY DENSITY AS DETERMINED BY ASTM TEST METHOD D1557-78. NOTIFY THE STRUCTURAL ENGINEER FOR POSSIBLE FOUNDATION REDESIGN, CONCR ALL CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH SECTION 1905 OF THE UBC AND THE AMERICAN CONCRETE INSTITUTE'S SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS (ACI 301)0 ALL CONCRETE SHALL BE STONE -AGGREGATE CONCRETE HAVING A UNIT WEIGHT OF APPROXIMATELY 150 POUNDS PER CUBIC FOOT, CONCRETE STRENGTHS AT 28 DAYS (fc) AND MIX CRITERIA SHALL BE AS FOLLOWS: TYPE OF CONSTRt SLABS ON GRADE FOOTINGS f,c 3000 PSI 3000 PSI MAXIMUM WATER/ CEMENT RATIO 0.5 0.5 MINIMUM CEMENT CONTENT PER CUBIC YARD 5 1/2 SACK 5 1/2 SACK THE MINIMUM AMOUNT OF CEMENT LISTED ABOVE MAY BE CHANGED IF A CONCRETE PERFORMANCE MIX IS SUBMITTED TO THE ENGINEER FOR APPROVAL TWO WEEKS PRIOR TO PLACING ANY CONCRETE, THE PERFORMANCE MIX SHALL INCLUDE THE AMOUNTS OF CEMENT, FINE AND COARSE AGGREGATE, WATER AND ADMIXTURES AS WELL AS THE WATER -CEMENT RATIO, SLUMP, CONCRETE YIELD AND SUBSTANTIATING STRENGTH DATA IN ACCORDANCE WITH UBC SECTION 1904 AND 1905, ALL CONCRETE EXPOSED TO WEATHER OR TO FREEZING TEMPERATURES SHALL BE AIR -ENTRAINED IN ACCORDANCE WITH UBC TABLE 19-A-1 FOR MODERATE EXPOSURE CONDITION, REINEQRCING STEEL REINFORCING STEEL SHALL BE DEFORMED BILLET STEEL CONFORMING TO ASTM A-615, AND SHALL BE GRADE 60 (Fy 60,000 PSI), UNLESS SPECIFICALLY NOTED AS GRADE 40 (Fy 402000 PSI). GRADE 60 REINFORCING BARS INDICATED ON DRAWINGS TO BE WELDED SHALL CONFORM TO ASTM A706. REINFORCING COMPLYiING WITH ASTM A615 MAY BE WELDED ONLY IF MATERIAL PROPERTY REPORTS INDICATING CONFORMANCE WITH WELDING PROCEDURES SPECIFIED IN AWS DlA ARE SUBMITTED. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185, PROVIDE WELDED WIRE FABRIC IN SHEETS NOT ROLLS, REINFORCING STEEL SHALL BE DETAILED INCLUDING HOOKS AND BENDS IN ACCORDANCE NTH ACI 318R-95. PROVIDE ELBOW BARS TO LAP HORIZONTAL WALL AND FOOTING REINFORCEMENT AT ALL CORNERS AND INTERSECTIONS. LAP WELDED WIRE FABRIC 12" AT SIDES AND ENDS. UNLESS OTHERWISE NOTED, REINFORCING SPLICE LENGTHS AND DEVELOPMENT LENGTHS SHALL BE PER SCHEDULE. UNLESS OTHERWISE NOTED, REINFORCING SPLICE LENGTHS AND DEVELOPMENT LENGTHS SHALL BE AS TABULATED - BELOW: DEVELOPMENT LENGTH LAP SPUCE BAR TENSION 3ION COMPRESSION TEN TENSION COMPRESSION SIZE TOP OTHER ALL OTHER ALL BARS BARS BARS BTRFS BARS BARS #3 # 3 M#4 22 17 9 28 22 12 #4 29 22 11 37 29 15 05 #5 36 28 14 47 36 19 #6 0 43 33 17 56 43 23 NOTES: 1, ALL LENGTHS ARE IN INCHES. 2. ALL LAP SPLICES ARE CLASS B, 36 "TOP BARS" ARE HORIZONTAL REINFORCEMENT PLACED SUCH THAT MORE THAN 12 INCHES OF CONCRETE IS CAST IN THE MEMBER BELOW THE BAR. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: CONCRETE EXPOSED TO EARTH AND WEATHER: #6 BARS AND LARGER #5 BARS AND SMALLER CONCRETE NOT EXPOSED TO EARTH OR WEATHER. SLABS, WALLS AND JOISTS COLUMN TIES OR SPIRALS AND BEAM STIRRUPS 3 $j 2 31 1 1/2 PROVIDE THE FOLLOWING MINIMUM REINFORCING UNLESS NOTED OR DETAILED OTHERWISE (GRADE 60): THICKNESS REINFORCING PLACEMENT 6" WALLS #4 @ 13" ac, EACH WAY CENTERED 8" WALLS #5 @ 15" 0. a EACH WAY CENTERED 10" WALLS #4 @ 16" 0, C. EACH WAY, EACH FACE QQNQRETE GENERAL NOTES VERTICAL BARS SHALL START FROM TOP OF FOOTING, HORIZONTAL BARS SHALL START A DISTANCE OF 1/2 THE NORMAL BAR SPACING FROM TOP OF FOOTING AND TOP OF FRAMED SLABS, IN ADDITION, THERE SHALL BE A HORIZONTAL BAR AT A MAXIMUM OF 3 INCHES FROM TOP OF WALL AND BOTTOM OF FRAMED SLABS. PROVIDE CORNER BARS TO MATCH THE HORIZONTAL REINFORCING WITH TENSION LAP SPLICE AT EACH SIDE PER TABLE, OR BEND ONE SIDE OVER TO PROVIDE TENSION LAP, PROVIDE CONTROL OR CONSTRUCT10N JOINTS IN SLABS ON GRADE TO BREAK UP SLAB INTO RECTANGULAR AREAS OF NOT MORE THAN 400 SQUARE FEET EACH. AREAS TO BE AS SQUARE AS PRACTICAL AND HAVE NO ACUTE ANGLES, JOINT LOCATIONS TO BE APPROVED BY THE ARCHITECT. ALL CONSTRUCTION JOINTS SHALL BE THOROUGHLY CLEANED AND PROPERLY PREPARED IMMEDIATELY PRIOR TO POURING OF CONCRETE, DOWEL STEEL SHALL BE THE SAME SIZE AND SPACING AS MAIN REINFORCING DETAILED BEYOND JOINT, SEE ARCHITECTURAL DRAWINGS AND MECHANICAL DRAWINGS FOR EXACT LOCATIONS AND DIMENSIONS OF OPENINGS IN CONCRETE WALLS, FLOORS AND ROOF, UNLESS INDICATED OTHERWISE, REINFORCE AROUND OPENINGS GREATER THAN 16" IN EITHER DIRECTION I NTH 2 - #5 EACH SIDE AND 1 - #5 X 4'- 0" DIAGONAL AT EACH CORNER. EXTEND BARS 2 - o" BEYOND EDGE OF OPENING. IF 2'- 0" IS UNAVAILABLE, EXTEND AS FAR AS POSSIBLE AND HOOK. HOOK ALL REINFORCING INTERRUPTED BY OPENINGS. DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. PROVIDE 3/4" CHAMFER AT ALL CORNERS EXCEPT AS NOTED, SEE ARCHITECTURAL DRAWINGS FOR ALL GROOVES, NOTCHES, CHAMFERS, FEATURE STRIPS, COLOR, TEXTURE AND OTHER FINISH DETAILS AT ALL EXPOSED CONCRETE SURFACES, NON -SHRINK GROUT NON -SHRINK GROUT SHALL BE CEMENT -BASED WITH A MINIMUM COMPRESSIVE STRENGTH OF 5000 PSI WHEN TESTED IN ACCORDANCE WITH ASTM C-109, GROUT SHALL BE MIXED AND PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. AQUESIVE ANCHORS BASE BASE MATERIAL TE ANCHOR SIZE MINIMUM EMBEDMENT ALLOWABLE TENSON ALLOWABLE ABLE A SHEAR R FARI.A CONC. Co C 1/2" ROD 4 1/2" 21725 1 �935 3 5 CONC. 5/8" ROD 5 5/8" 4o395 3sO25 1025 CONC, 3/4" ROD 6 3/4" 40655 4$355 CONC. #4BAR 6" 31410 1 00 2)800 CONC. #5 BAR 7 1/2" 5j625 49400 CONC, #6 BAR 9" 7tl 05 00 6s3OO NOTES: 1, THE ABOVE VALUES ARE BASED ON THE HILT] HIT HY 150 INJECTION ADHESIVE ANCHORING SYSTEM, CONTRACTOR MAY USE ENGINEER APPROVED EQUAL. 2. ROD STEEL IS A36* Fy--36 ksi Fu=58ksi 3. REBAR STEEL IS A615� Fy--60ksi Fu=90ksi I 4. ALLOWABLE SHEAR AND TENSION LOADS ARE THE LESSER OF THE BOND STRENGTH OR THE STEEL STRENGTH, PLmop PLYWOOD SHEATHING SHALL BE GRADE C-D INT-APA WITH EXTERIOR GLUE OR STRUCTURAL 11 WITH EXTERIOR GLUE IN CONFORMANCE WITH UBC STANDARD 23-2 OR 23-3. PARALLAM MEMB FABRICATED IN CONFORMANCE WITH THE NATIONAL EVALUATION SERVICE, INC. (NES) REPORT NO, NER-481 OR ICBO ES REPORT NUMBER 4979, ADHESIVES SHALL BE OF THE WATERPROOF -2559. EACH MEMBER SHALL BE IDENTIFIED TYPE CONFORMING TO REQUIREMENTS OF ASTM D BY A STAMP INDICATING THE PRODUCT TYPE AND GRADE, NER OR CCMC REPORT NUMBER, MANUFACTURER'S NAME, PLANT NUMBER AND THE INDEPENDENT INSPECTION AGENCYS LOGO. FABRICATOR SHALL BE CERTIFIED. MEMBERS SHALL BE OF THE FOLLOWING MINIMUM STANDARDS: SPAN GRADE Fb Fv E SIMPLE SPAN 2.OE PARALLAM 2900 PSI 290 PSI 2.0 x 0 PSI CANTILEVERED OR MULTI -SPAN 2.OE PARALLAM 2900 PSI 290 PSI 2.0 x 10 6 PSI ALL WELDING SHALL CONFORM TO THE PROVISIONS OF THE AMERICAN WELDING SOCIETY CODE AWS D11,1-2000, "WELDING IN BUILDING CONSTRUCTION, ELECTRODES SHALL MATCH BASE METALS AS SPECIFIED IN AISC TABLE J2.5 AND AWS TABLE 4.1,11. WELDING OF REINFORCING BARS SHALL NOT BE PERMITTED UNLESS SPECIFICALLY CALLED OUT ON DRAWINGS OR APPROVED BY STRUCTURAL ENGINEER, WELDING OF GRADE 60 REINFORCING BARS SHALL BE PERFORMED USING LOW HYDROGEN ELECTRODES. WELDING OF GRADE 40 REINFORCING BARS SHALL BE PERFORMED USING E70XX ELECTRODES. SEE REINFORCING NOTES FOR MATERIAL REQUIREMENTS OF WELDED BARS, WELDING WITHIN 4" OF COLD BENDS IN REINFORCING BARS IS NOT PERMITTED, 5TRUCTURAL 5 STRUCTURAL STEEL DESIGN, FABRICATION AND EREG-nON SHALL BE IN ACCORDANCE WITH THE AISC '"SPECIFICATIONFOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS t LATEST EDITION. PLATES, SHAPES, ANGLES AND RODS SHALL CONFORM TO ASTM A36, Fy 36 KSI. ANCHOR BOLTS SHALL CONFORM TO ASTM A307. STRUCTURAL TUBING SHALL CONFORM TO ASTM A500 GRADE B, Fy 46 KSI. BOLTS CONNECTING STEEL MEMBERS SHALL CONFORM TO ASTM A490-N. BOLTS SHALL BE 3/4"0 MINIMUM, U.N,O, CONTRACTOR SHALL PROVIDE CONNEC11ON ADJUSTMENT TOLERENCES TO SATISFY THE REQUIREMENTS OF AISC MANUAL OF STEEL CONSTRUCTION, ALL NAILS SHALL BE COMMON, NAILING SCHEDULE SHALL BE PER 1997 UBC TABLE NO, 23-1-B-1 UNLESS OTHERWISE NOTED ON PLANS. CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG -TIE" BY SIMPSON COMPANY, CATALOG TO BE LATEST EDITION, OR ENGINEER APPROVED EQUAL. PROVIDE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER. CONNECTORS ARE TO BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE-HALF OF THE NAILS OR BOLTS IN EACH MEMBER. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. UNLESS NOTED OTHERWISE, ALL NAILS SHALL BE COMMON, ALL SHIMS SHALL BE SEASONED AND DRIED AND THE SAME GRADE (MINIMUM) AS MEMBERS CONNECTED. I 2x STUDS @ 16'" O.C. FOR ALL SHEAR AND/OR BEARING WALLS. REFER TO PLAN SHEETS FOR DOOR AND WINDOW HEADERS NOT CALLED OUT ON THE PLANS. HEADERS SUPPORTED BY MINIMUM OF (l)-CRIPPLE STUD AND (l)-FULL HT. STUD EACH END AT UPPERMOST FLOOR. REMAINING FLOORS SHALL HAVE (2) CRIPPLE STUDS AND (1) FULL HT, STUD AT EACH END, COLUMNS BELOW FLUSH MULTIPLE JOIST BEAMS SHALL BE EQUAL IN WIDTH TO THE BEAM, ALL COLUMNS NOT CALLED OUT OTHERWISE SHALL BE TWO STUDS. 2, WALL BASE PLATE ON CONCRETE WALL PLATES BEARING ON CONCRETE SHALL BE PRESSU RE- TREATED. FOR ALL EXTERIOR AND INTERIOR WALLS, BOLT PLATES OR SILLS TO CONCRETE WITH 5/8 INCH DIAMETER ANCHOR BOLTS WITH 7 INCH MINIMUM EMBEDMENT. PLACE AT 5-0" O.C. MAXIMUM FOR SHEAR WALLS, AND AT 6'-0" 0,C. FOR BEARING WALLS AND OTHER PARTITIONS. USE MINIMUM OF TWO ANCHOR BOLTS PER SILL AND PLACE ONE WITHIN 12 INCHES OF EITHER END, TYPICAL UNLESS NOTED OR DETAILED OTHERWISE, REFER TO SHEAR WALL SCHEDULE. CONTRACTOR SHALL INSTALL SIMPSON BP5/8 FLAT WASHER AT ALL 5/87 DIA, ANCHOR BOLTS AND BP3/4 FLAT WASHER AT ALL 3/4" DIA, ANCHOR BOLTS. , WALLS SHALL BE NAILED TO SUPPORTING FRAMING WITH 10d NAILS AT 6" O,C, AT ALL PANEL EDGES AND 12" O.C. AT ALL INTERMEDIATE SUPPORTS. 5. GYPSUM WALLBOARD NAILING ALL 5/8" GYPSUM WALLBOARD SHALL BE NAILED TO ALL STUDS, TOP AND BOTTOM PLATES WITH 6d COOLER NAILS OR NO 13 GAUGE x 1 5/8" @ 7" O.C. (5d COOLER NAILS FOR 1/2 INCH GYPSUM SHEATHING), TYPICAL UNLESS NOTED OTHERWISE. INSTALLATION OF GWB SHALL BE SUCH THAT JOINTS ARE STAGGERED ON EACH SIDE OF A SINGLE WALL. PLYWOOD WEB JOISTS, MANUFACTURED BY TRUS JOIST MACMILLAN, INC. SHALL BE SIZED AND DETAILED TO FIT THE DIMENSIONS AND LOADS INDICATED, ALL DESIGN SHALL BE IN ACCORDANCE WITH THE ALLOWABLE VALUES AND SECTION PROPERTIES ASSIGNED BY THE BUILDING CODE. PROVIDE TEMPORARY BRACING UNTIL SHEATHING AND PERMANENT BRACING IS INSTALLED, MANUFACTURER SHALL PROVIDE ALL SPECIALTY ITEMS REQUIRED FOR A COMPLETE INSTALLATION OF JOISTS. MERE JOISTS PASS OVER A NON -BEARING WALL ALLOW FOR A 1/4" MIN, GAP AND PRO\ADlE SIMPSON STC DEFLECTION CLIPS AT EACH JOIST. ROOF TRUSSES SHALL BE SIZED AND DETAILED TO FIT DIMENSIONS AND LOADS INDICATED ON THE PLANS. ALL DESIGN SHALL BE IN ACCORDANCE WITH THE ALLOWABLE VALUES, SECTION PROPERTIES, AND ALL OTHER REQUIREMENTS ASSIGNED BY THE BUILDING CODE, PROVIDE TEMPORARY BRACING UNTIL SHEATHING AND PERMANENT BRACING IS INSTALLED, MANUFACTURER SHALL PROVIDE ALL SPECIALTY ITEMS REQUIRED FOR A COMPLETE INSTALLATION OF JOISTS. INSTALL PER MANUFACTURERER'S RECOMMENDATIONS. GENERAL STRUCTURAL DRAWNGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL, CIVILt ELECTRICAL, AND MECHANICAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS FOR COMPATIBILITY BEFORE PROCEEDING, ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING, CONTRACTOR TO SEE ARCHITECTURAL, CIVIL, ELECTRICAL AND MECHANICAL DRAWINGS FOR SIZE AND LOCATION OF PIPE, VENT, DUCT AND OTHER OPENINGS AND DETAILS NOT SHOWN ON THESE DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR ERECT10N STABILITY AND TEMPORARY SHORING AS NECESSARY UNTIL PERMANENT SUPPORT AND STIFFENING ARE INSTALLED, CONTRACTOR -INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT, DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION, WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF A SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REMEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. G LE END SYMBOLS ABBREMAIIONS DIRECTION OF FRAMING A ABOVE B BELOW L EXTENT OF FRAMING LT. ALTERNATE A,B. ANCHOR BOLT INTERMEDIATE BEARING POINT BOT. BOTTOM BRG, BEARING 0 0 COLUMNS BLKG. BLOCKING COL. COLUMN > CONN. CONNECTION CONT, CON11NUOUS La COL. BEARING ON BEAM DBL. DOUBLE DET. DETAIL BEAM CONTINUOUS OVER SUPPORT DIM. DIMENSION DIR, DIRECTION CONCRETE WALL E*F4 EACH FACE E,S, EACH SIDE BEARING STUD WALL EXP, EXPANSION FDN. FOUNDATION FLR. FLOOR NON -BEARING STUD WALL 10 FTG. FOOTING \/VV.V- BEARING STUD SHEAR WALL GLB GLUE -LAMINATED BEAM HORIZ. HORIZONTAL MTL. METAL NON -BEARING STUD SHEAR WALL PL. PLATE PLB. PARALLAM PSL BEAM < > HOLDOWN P.T. POST -TENSIONED NATIVE SOIL REINF, REINFORCING REHM Sim. SIMILAR GRANULAR FILL STL. STEEL SYMM. SYMMETRICAL le TSB, TIMBERSTRAND BEAM PLYWOOD SHEATHING TYP. TYPICAL of w T,O,C, TOP OF CONCRETE sw_ SHEAR WALL (SEE SCHEDULE) T.O.W. TOP OF WALL U.N,O. UNLESS NOTED OTHERWISE c_ COLUMN MARK (SEE SCHEDULE) VERT. VERTICAL DO. DITTO D�:� FLAG NOTE (SEE PLAN NOTES) SPECIAL INSPECTIONS IUVIE BEEN I CALLED FOR ON THIS PROJECT AND ARE NOTED ON THE APPROVED CONSTRUCTION PLANS AND BUILDING PERMIT. IT IS THE OWNER AND/OR CONTRACTORS RESPONSIBILI TO ASSURE THAT REPORTS ARE PROVIDED TO THE CITY IN A TIMELY MANNER. ]BE ADVISED�w][F SPECIAL INSPECTION REPORTS ARE NOT FORTHCOMING, THE BUIELDING OFFICIAL MAY ISSUE A STOP WORK AND NO CITY INSPECTIONS WILL BE PROVIDED UNTIL SUCH TIME AS THE REPORTING AGENCY IIAS COMPLIED AND REPORTS ARE REVIEWED AND APPROVED BY THE CITY, LcNGlNr=C=RlNG 250 4TH AVE, S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 < z 0 m F- A cn co x C*%4 w < C:) 0 CD V Q� < T_ DESIGN: DRAWN: CHECK: JOB NO: DATE: gou 2, �cs. Q 1 7;� F� 0 D N C) C:) V) 00 cn m > Li < < z 0 F� V) V) m 0 uj z CL 0 00 0 La S H E E T JG JKN GAG 01136,10 6/05/02 ZD ry F� V) z N I I ) 2) 3) 4) (5) (6 ) (7) ( 8 0 R M LF 17.9" 8'w 6" n A' &" 1 11w3" 4 nt A" 1 S„ WIDE x 24 DEEP r7k) GRADE BEAM ALONG YS4661 GRID8 W% (4)--#5 CONT. TOP AND BOT,a ww __ _a ___ __.w�.ww w_ _ _ a__—... a.—.. w w a ai awwww_ rr rra_ ww __ _fir—_ _�.—��—_ ...... w_ w_arr_ .....w w_ ii �lr__i wr.. w_.w.._ w......r� w_ _ . _ _ ... . ww. w w w I i i 1 I Fl I I r J L t{t t I I I t �t F• 1-#t -t-IIIIr I I --I1IIIIIIII1IIII II Lt II1I—IIrIIrtII1IIII —a J itI1 rrIItrF..��.5-._.........._...II•......... rII n. w ...F....r..1..F.1_��1...'-..,,.r_1III,irII�IIII�1 }l Y1I.I1rrlFtIIt ..rr.......r...w_~.... r.tt—r,r..w�—..T..� .w_,.,�.t .,.....�.I.�..r. I FI �F _ •+ 1a6"DEEP FTG, W TYP #5 0 51y E.W. F1 r' TOP & BO OMV ,r ---- F3 F1 cis 0, 9 JirI-10 r- -, ��Pl'o..71 I r2 3 rerr I aI 1 L ^ j rF HOLD WALL BACK 3" 1 1 2" � F5 t F1 TYP. STEEL COL.S TO 1'-8" DEEP FTG, WF1 ALLO PLACEMENT. FILL #5 1O.C. E*W. f Y PACK AMR COL. SIM. TOP & BOTTOM a5 1 4" INSLATION. 0 INT. S41 J —.... J�15—P, 44" 1 1• n AT COL. J COL. AT COL.F8 � 0" F80 � IIIIIiIIIIIIIIII E �II�IIIIrIIIItttIIrrIIIt �.a�r�.-.IIs7 .j Ile,� L TE A 1',0" DEEP FT W 91-3 1f4 11_3 1,/2"F1 #5 0 12" OCE.W. I 2 3 l, .Y, I I r TOP & BOTTOM I I I I �� F'4 �' r_-__...., CF:5 ---- --, rJ L"I I I I I I I i I I I t I R II L. J L—�iaJ I F Ffi CF67 w8 3 4 rI 8 TYI;�SF5 t I S4.1 r 1 I --�..._,_. ---....__� r__a_N�n� .. 4- -� I 9 TYPO I AQk I t t �_ — __ _�._ -� -'�. r NI 54.1 STEEL t- t � .,� .� _ _ t t I F3 fi COL.'S �- — _ _ _ ., r r F1 t t I .�- t I t t t 2'-6 14C4 2'-9 ��awa.�a� { 1 L.�_---a^��__ww�r wrw�rr �.w..w� I I I ��.aaa 10 L........ _., tff t t I I 8'-8 3/4 4!-0 1/4 54.1 I F1 _J I I t I 7 ------t,. I I F3 t I 00'8 t r � r r r' t l Sot 1 1 1 F8 F9 F9 F9 F9 S'4.1 I I I LiJ I t a a -I-. rrw Mr.� r..rr w iY� ...r .✓•� ..� a a .W! _ - w i r. .-� Z f. w 1� - .,.rr �. _ AI..! .,.. P.I.... �..�. _ �.11� �' - i �/ l.A�. ..I..q. P.I�� ..11� w rll.r �.l�M w ArIF w w w w `! I _ L �R Lr...wwrwr If ............ _ ....rr _. _—i _ _ _-- __—_ _— _ F2 ;1 2 FOUNDATION PLAN � SCALE: 1 8 = 7 0 FOOTING 4SCHEDULE MARK FOOTING SIZE REINFORCING COMMENTS F1 2'-0" x 1'—O" DEEP x CONT. (3)—#5 CONT. REFER TO NOTE 3 F2 2'-6" x 1'-D" DEEP x CONT. (4)-#5 CONT. REFER TO NOTE 3 F3 S-0" x 3'-0" x 1'—U" DEEP (4)—#5 FA. WAY BOT. a F4 4'--0" x 4'-0" x 1'-2" DEEP (5)—#5 F.A. WAY BOT. �- F5 5-0" x 5-0" x 1 s-2„ DEEP (6)—#5 EA, WAY BOT. -- FS 8'-0" x 6'--0" x 1'---6" DEEP (7)�#5 EA. WAY BOT. �. 7'-0" x 7'-0" x 1'-6" DEEP (8)-#5 EA. WAY BOT. F8 0'.0" x 3'-0" x 11 -0" DEEP #5 0 12" O.O. EA. WAY BOT. ... F9 8'-8" x 3'-O' x 1'-O" DEEP #5 0 10? O.C. EA. WAY BOT. , YNow NOTE • 1. fi c = 3000 psi, Fy = 80 ksl 2. ALL FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED ;DATIVE SOIL OR COMPACTED STRUCTURAL FILL. GEOTECHNICAL ENGINEER SHALL VERIFY FOOTING SUBGRADE CONDI) IONS PRIOR TO CASTING FOOTINGS,, 3. REINFORCEMENT SHALL BE CONTINUED FROM CONTINUOUS FOOTINGS THRU SPREAD FOOTINGS WERE POSSIBLE, FOUNDATION PLAN NOTES: 1. REFER TO ARCH. DRAWINGS FOR TOP OF SLAB ON GRADE ELEVATION. 2. REFER TO "CONCRETE GENERAL NOTES" ON SHEET S." .1 FOR CONTROL JOINT PLACEMENT AND DET' 2/S4.1 3. WHERE FOR CONTROL JOINT CONSTRUCTION. " THICK W/ O x 8--W1.4 x FABRIC REINF, SLAB SHALL BE POURED OVER 10 Tull!. VAPOR BARRIER AND PLACED ON 6" OF 5/8" MINUS CRUSHED ROCK, SLAB ON GRADE IS INDICATED SLAB SHALL BE 4 4. REFER T01 SHEEIr S4.1 FOR -TYPICAL FO°U" D A TION DI± 5. D I ,I LS. W1.4 WELDED DIRE NDICATES FOOTING TYPE, REFER TO FOOTING' SCHEDULE FOR SIZE & REINFORCEMENT. 8. REFER TO SECOND FLOOR FRAMING PLAN ON SHEET !:32.2 AND HOLDOWN SCHEDULE FOR SIZE AND LOCATION OF HOLDOWN ANCHORAGE AND SHEAR FALL SCHEDULE FOR SIZE AND SPACING OF SILL PLATE ANCHOR BOLTS. PLACE ALL REINF. PER THE STRUCTURAL NOTES AND FOUNDATION DETAILS. REFER TO SHEET S1.1 FOR CONCRETE WALL REINF. STEEL COLUMNS ARE SHOWN ON FOUNDA1ON PLAN. REFER TO SECOND FLOOR FRAMING PLAN ON SHEET S2.2 FOR COLUMN CALL -OUTS, DEVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION I PLANS EXAMINER ENGINEERING 250 4TH AVE. a., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778--8500 FAX (425) 778-5536 EIIIIIIIIIIIIII Sl C) III DESIGN: JG DRAWN- JKN CHECK: GAG JOB I O: 01 1 36.1 O DATE: 6/05/02 Z Fow 0 00 ace w Lj 0 w Z CL 0 CL O N 0 W SHEET0 : DATE I TYPICAL FLOOR FRAMING NOTES: TYPICAL UNLESS NOTED OTHERWISE 1. 2. U.N.O.) ALL BEAMS SHALL BE FLUSH FRAMED U.N.O. PLYWOOD FLOOR SHEATHING SHALL BE 3/4" P.1. 40/20 KITH SPACED AT 6" D.C. AT ALL DIAPHRAGM BOUNDARIES, PANEL E 1Od COMMON NAILS DGES AND SHEAR MALLS AND 12" 0. C, AT INTERMEDIATE FRAMING, FOR PLYWOOD LAYOUT AND NAILING REFER TO DET, 2/55.1. 3. THE USE OF NAIL GUNS WILL BE APPROVED IF NAILING INTO THE PLYWOOD DIAPHRAGMS CAN BE INSTALLED FLUSH WITH FACE OF PLYWOOD, NAIL PENETRATIONS GREATER THAN 1 /16" ARE NOT ACCEPTABLE. 4. TYPICAL BEARING HEADERS SHALL BE 6x8 DF#2 SUPPORTED BY (2)-2x6 CRIPPLE AND (1)-2x6 FULL HEIGHT STUD EA. END. MAXIMUM SPAN = 7-6" U.N.O, 5. COLUMNS NOT CALLED OUT SHALL BE (2)—HF STUDS, 6. REFER TO DET. 1 /S5.,2 FOR CONSTRUCTION OF MULTIPLE STUD COLUMNS, 7. COLUMNS AND BEARING FALLS SHOWN ON PLAN SHALL BE CONTINUED DOWN TO THE FOUNDATION UNLESS CARRIED BY A BEAM BELOW. 8. HOLD --DOWN SHOWN ON SECOND FLOOR FRAMING PLAN SHALL BE PLACED AT FOUNDATION, 9. ALL DIAPHRAGMS UNBLOCKED U.N.O. PER NOTE 10. 10• THE 2ND FLOOR DIAPHRAGM BETWEEN GRIDS (I) AND (6) SHALL. BE BLOCKED W/ 2x4 DF FLAT BLOCKING AT ALL SHEATHING PANEL EDGES. NAIL DIAPHRAGM IN THIS REGION W/ 10d @ 4" O.C. AT� PANEL EDGES AND 10d @ 12" D.C. AT INTERMEDIATE FRAMING. 11. ALL TIMBER BEAM TO STEEL COLUMN CONNECTIONS SHALL BE PER DET. 9/S6.1 U.N.Or 12. THE DESIGNATION 0 S"�l INDICATES TYPE OF CONNECTION PER DET, 1/S6.1. WHERE A SPECIFIC TYPE OF CONNECTION IS NOT INDICATED PROVIDE STANDARD CONNEC110N FOR BEAM SIZE SHOWN, ` COLUMN BELOW IS INDICATED, BEAM SHALL BE CONT, OVER COLUMN TYP. DENOTES MOMENT CONNECTION PER DET, 7/S6.2 AND 8/S6.2. 1. 'BALLS SHOWN ON THIS PLAN ARE MALLS BELOW THE SECOND FLOOR. 2. REFER TO "TYPICAL FLOOR FRAMING NOTES" FOR ADDITIONAL FRAMING REQUIREMENTS., 3. REFER TO SHEET S3.1 FOR SCHEDULES. 4. WALL FRAMING FOR WALLS BELOW THIS FLOOR SHALL BE AS FOLLOWS: MALL DESCRIPTION WALL FRAMING ALL EXTERIOR WALLS 2x6 HF STUD @ 16" D.C. NONE PARTY WALLS 6" INTERIOR BEARING WALLS 2x6 HF #2 0 16" D.C. INTERIOR NON —BEARING FALLS 2x4 OR 2x6 HF STUD 0 16" D.Cr FLAG ND NOT USED. D�:� CONNECTION OF STEEL BEAM BM17 TO STEEL COLUMN C10 SHALL BE PER DET, 5/S8.2. BEAM SEAT REQ'D AT BM17 SIDE ONLY., DC:� DASHED LINE INDICATES DRAG STRUT. PRD\.4DE 4x BEAM OVER EXTENTS SHOWN WITH SIMPSDN CMST12 W/ 10d 0 1 3/4" D.C. OVER SHEATHING INTO BEAM BELOW, CONNECT BEAM OVER CONCRETE SHEAR WALL TO 2x NAILER W/ SIMPSDN CMST i o" STRAP EA. SIDE OF BEAM, REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DtVISIOPI PLANS EXAMINER DATE ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 a '07 EXPIRES: 9 5 2003 z� 0 F- a- U) M ww a.. w Eo DESIGN: JG DRAWN. JKN CHECK: GAG JOB NO: 01136al 0 DATE 6 /05/02 SHEET: w 0 4 1 D ((3 4 5 6 7 8 THIRD FLOOR FRAMING PLAN NOTES: C 1. WALLS SHOWN ON THIS PLAN ARE WALLS BELOW THE THIRD FLOOR, ENGINEERING 2. REFER TO "TYPICAL FLOOR FRAMING NOTES ON SHEET S2.2 250 4iH AVE. s., SUITE 200 FOR ADDITIONAL FRAMING REQUIREMENTS. EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 3. REFER TO SHEET S3.1 FOR SCHEDULES. 3 2Q S5.1 '� '� �,�1. 2 4. COLUMN AND BEARING WALLS SHOWN ON PLAN SHALL BE C4N11NUED SW2 _ �_ DOWN TO THE FOUNDATION UNLESS CARRIED BY A BEAM BELOW. FJ G1 5. HOLD-DOWNS SHOWN ON THIRD FLOOR FRAMING PLAN SHALL BE BM4_ 0_ _ � � _ ME3� _ �M,3 J1 �, —BM3-CIA PLACED ON SECOND FLOOR � G�' G`�' G`�' G1' G`�' G� 46) G`�' G`�' G`�' M M c�i� B _ _ m M2 BM2 6 M1_ SW5 8M2 gW5 BM2 g e � _ _ 6. WALL FRAMING FOR WALLS BELOW THIS FLOOR SHALL BE AS FOLLOWS: ►. BM s W5 s s SW5 - - "' -- -- �� 1� SW4 CTYPO 4 WALL DESCRIPTION WALL FRAMING N � F 2 FJ2 � FJ3 Ss•� ALL EXTERIOR WALLS 2x6 HF STUD 0 16" O.C. � � l'�'.�, c, � i i 4 PARTY WALLS 2x4 HF STUD E.S. 0 16" O.C. FJ3 N S6.1 3 S5•1 6" INTERIOR BEARING WALLS 2x6 HF STUD 0 16° O.C. ,� G,� i G` � � � � � INTERIOR NON -BEARING WALLS 2x4 OR 2x6 HF STUD � 16" O.C. p BM2 7:111sl_ BM2 BM10 = � FLAG NOTES: HMO: 9 5 2003 c BM3- %11F BW Ti Iti i S6'2 m '� C1�' DASHED LINE INDICATES DRAG STRUT. PROVIDE 4x BEAM OVER WALL J3 i i I F `L AND ALIGNED JOIST AT END OF WALL, PROVIDE SIMPSON CMST12 W/ � FJ3 FJ3 r N � l Od 0 1 3/4" O.C. ABOVE SHEATHING OVER EXTENTS SHOWN W/ > NAILING INTO 4x BEAD &JOIST. CONNECT 4x BEAM TO WALL -� 3 �, ❑ G `ti i� /10 DOUBLE TOP PLATE W/ SIMPSON A35 0 6" O.C. STAGGERED E.S. (n ♦ BM4 S5.1 * WHERE DRAG STRUT IS PERPENDICULAR TO JOISTS, PROVIDE 4x � ► � SW5 �` � k � SW5 , i BLOCKING OVER EXTENTS OF DASHED LINE IN LIEU OF 4x BEAM AND ALIGNED JOIST. CONNECT 4x BLOCKING TO WALL DOUBLE TOP PLATE � D '` "� CIO� 3 W/ SIMPSON A35 0 6" O.C. STAGGERED E.S. In fill INSTALL SIMPSON MST48 PER DET. 4/85.2 BETWEEN 4x BEAM AND � m `n `� ❑ � ALIGNED JOIST. a vim, �L FJ3 � � FJ3 � FJ2 ^ 3 , i FJ3 INSTALL MST48 PER DET. 3/85.2 BETWEEN BEAM AND SHEAR WALL. G � i G` C�` `n BM4 "' o a - n i1t11111111 M � � C� C� � C� �� ,h G�- PROVIDESIMPSONCMSTCI6 COILED STRAP OVER EXTENTS SHOWN W/ J N BM2 BM � B 10 C`ti �" 16d � 3 O.C. INTO BEAM OR 2x FLAT BLOCKING BELOW. w o BM3 � FJ v3i — a g�� 0 pr 2 I (n DESIGN 6 �. � S6. : JG ry SS.� � C N ----------� , --- � DRAWN: JKN SM 2 SW5 G M2 G M1? G � � � N G�` G�` G�` G�`wl BM2 N � —------------ " c3n BM 9 , BM 6 SW4 JOB CHECK 0113610 G� � BM2 � 7 � C} 7 7 SW5 7 � BM4 FJ2 � DATE: 6/05/02 BW --BMA G,� � i I G ---�� G►� � BTul33 G'� F — — sw2 sw2 �ti — R� 3 2 DEC z 3 2002 S5.1 HERMIT COUNTER' v7wm� < rrtl :!'47 THIRD FLOOR FRAMING PLAN o- � SCALE: 1s a= i V.o L�. Z � Nmoo M La La 0 0 0 oNW r SHEET: Q TYPICAL ROOF FRAMING NOTES: 1 2 3 4 5 6 7 g TYPICAL UNLESS NOTED OTHERWISE (U.N.O.) lo ALL DOUBLE MOPPLATEU.N.O. SHALL BFLUSH FRAMED U.N.O. HEADERS SHALL BE INSTALLED BELOW lmGIIVEERIIVG 2. PLYWOOD ROOF SHEATHING SHALL BE 5/8" APA RATED 32/16 EXPOSURE 1 PLYWOOD 250 4TH AVE. s., suRE 200 WITH 8d COMMON NAILS SPACED AT 6" O.C. AT ALL DIAPHRAGM BOUNDARIES, PANEL EDMONDS. WASHINGTON 98020 EDGES AND SHEAR WALLS AND 12" O.C. AT INTERMEDIATE FRAMING. REFER TO FAX PHONE (425) 778-5536 DET. 2/55.1 FOR PLYWOOD LAYOUT AND NAILING. REFER ALSO TO NOTE 10. .� 2 3. THE USE OF NAIL GUNS WILL BE APPROVED IF NAILING INTO THE PLYWOOD DIAPHRAGMS A, SWi t' CAN BE INSTALLED FLUSH WITH FACE OF PLYWOOD., NAIL PENETRATIONS GREATER THAN — G 1 /16A ARE NOT ACCEPTABLE, IN 4. TYPICAL BEARING HEADERS SHALL BE 6x8 DF#2 SUPPORTED BY (1)-2x6 CRIPPLE m M2 G� G'`BM 4 G� 4 GB j � �' SW3 0��2 7SW3 G�8M2 4 � 4 BM5 G� AND {t)-2x6 FUl1 HEIGHT STUD. EA. END. MAXIMUM SPAN = 7'-6a U.N.O. 4 llak SW3 r G`L c'` c'` 5. COLUMNS NOT CALLED OUT SHALL BE (2)-HF STUDS. S 3 6. REFER TO DET. 1/85.2 FOR CONSTRUCTION OF MULTIPLE STUD COLUMNS. _ x R ' 4 RJ1 , RJ1 N 7. COLUMNS AND BEARING WALLS SHOWN ON PLAN SHALL BE CONTINUED DOWN TO i 4 S1M. THE FOUNDATION UNLESS CARRIED BY A BEAM BELOW. RJ1 � i 3 S5'� 8. HOLD—DOWNS SHOWN ON ROOF FRAMING PLAN SHALL SUPPORT THIRD FLOOR WALLS. � 9. ALL DIAPHRAGMS UNBLOCKED U.N.O. PER NOTE 10. c _ _ _BM2 BM1 G G _ � ,VBmlmm� OM_ BM7 1 0• HATCHED AREAS INDICATE BLOCKED DIAPHRAGM W/ 10d COMMON 6 SEMI. NAILS SPACED 0 4 O.C. AT PLYWOOD PANEL EDGES AND 12" O.C. i � i S6. � N AT INTERMEDIATE FRAMING. C%4 � � � 4 11. REFER TO FLAG NOTES FOR STRAPPING AROUND ROUGH OPENINGS IN THE ROOF (n � � i � DIAPHRAGM. c ��. 12. PROVIDE SIMPSON H5 HURRICANE TIES BETWEEN EA. ROOF JOIST BOT, CHORD AND EXT. BM2 cn cn ❑ � � i 55.1 WALL DOUBLE TOP PLATE. SW2 � , � � — 8�2, � ' SW2 , N � 13. WHERE G� COLUMN BELOW IS INDICATED BEAM SHALL BE CONT. OVER COLUMN rz BM2 .- � ., N ROOF FRAMING PLAN NOTES: o g m F- INS 1. WALLS SHOWN ON THIS PLAN ARE WALLS BELOW THE ROOF. RJ1 � � � � 2. REFER TO "TYPICAL ROOF FRAMING NOTESA ON THIS SHEET FOR w w 8mzC) 0. ADDITIONAL FRAMING REQUIREMENTS. , B G� c� BM G� � � � c, G� 17 C� N 3. REFER TO SHEET S3.1 FOR SCHEDULES. w � BM2 R 1 J1 � � M "' BMA � 4. WALL FRAMING FOR WALLS BELOW THIS FLOOR SHALL BE AS FOLLOWS: o � � � Q � m RJ1 N WALL DESCRIPTION WALL FRAMING � 7�4— _ _ — — 8 , _ � _ N ALL EXTERIOR WALLS 2x6 HF STUD @ 16 O.C.1101- i C� �' c`L `f' PARTY WALLS 2x4 HF STUD E.S. 0 16" O.C. N DESIGN: JIG x R i 6 SIm. 6" INTERIOR BEARING WALLS 2x6 HF STUD 0 16" O.C. DRAWN: JKN 5•1 INTERIOR NON -BEARING WALLS 2x4 OR 2x6 HF STUD 0 16" O.C. M1 cn ___________"� N Ca CHECK: GAG X � FLAG NOTES. 4 BM 4 c� 4 4 SW3 4 BM5 BM1 �oB NO: 01136.�0 m4 > 1 I C I i i ------ �—------- ------ — RJ1 m � DATE: 6/05/02 2 .> , M �i ' DASHED LINE INDICATES DRAG STRUT. PROVIDE 4x BEAM OVER WALL AND ALIGNED JOIST AT END OF WALL. PROVIDE SIMPSON CMST12 W/ 10d 0 1 ED SW1 SWt �'� 3/4" O.C. ABOVE SHEATHING OVER EXTENTS SHOWN W/ NAILING INTO 4x BEAM &JOIST. CONNECT 4x BEAD TO WALL DOUBLE TOP PLATE W/ DEC 2 3 2002 3 SIM. 2 SIMPSON A35 0 6" 4.C. STAGGERED E.S. S5.1 PERMIT COUNTER WHERE DRAG STRUT IS PERPENDICULAR TO JOISTS PROVIDE 4x BLOCKING OVER EXTENTS OF DASHED LINE IN LIEU OF 4x BEAM AND ALIGNED JOIST. At' � CONNECT 4x BLOCKING TO WALL DOUBLE TOP PLATE W/ SIMPSON A35 0 mcx 6" O.C. STAGGERED E.S. � ROOF FRAMING PLAN mmummumno INSTALL SIMPSON MST48 PER DET. 4/S5.2 BETWEEN 4x BEAM AND ALIGNED scams: 1a = V-o JOIST. D�:� INSTALL MST48 PER DET. 3/85.2 BETWEEN BEAM AND SHEAR WALL.::,v �< Z Dr:>w PROVIDE SIMPSON CMSTCI6 COILED STRAP OVER EXTENTS SHOWN W/ 16d = (ri_! 0 3" O.C. INTO BEAM OR 2x FLAT BLOCKING BELOW. Z I— Q — � N clm"�� PROVIDE SIMPSON MST48 STRAP FROM BEAM TO COLUMN AND FROM 0 O 0 COLUMN T4 COLUMN BELOW, FIELD BEND STRAP AROUND BEAM. _� (n oo jO m � w W Z L� � � � O N O 0 � w � SHEET: Q w Ow Z> w .• La Q 00 WD CO Lj • .. C4 W ]CL L6 �•' � T • i .. • a a • • s NV d ONIINVdJ J00d d3ddn 39 cl c4-; er A cq tj OZO86 = DNicninG 3NOIS83ddOO ��Lu i • S C3 � Q 4J CI7 }-= p p d Q GJL. F- Q uj W U.J L1. Q C> S V J to C) j cn wCl w N SLO .�i � U C.� CC) = � C] x Q CL O C< � Z <!NSF �i• n to oC9 � n LO CLoc z = o a V) O U Q V) . - fn LLM Q � F- W �.. 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''.•. . .r.r. . .. r.s.••r. :: a . r .. .. . . • .... . .. .. ... ... ra .'. •. .. t + + + + + + + + + + } + CD W • ++ + + + + + ++ ++ i C.7 +++ +�-+ -} +� + + + + + w Q + + + + + + + + + + + CY + + + + + + + + + + + /4-++ + + + + + + + + + + + �V +++++ ++ ++ + + + + + + + + + + ++*++ +++++ Q + + + + + + + + + + +++ + + + L +1+ + + + + + + + + + + + + + + + I Li M + + + + + + + + + + + + + + + + + + + _ + + + + + + + + + + + + + + + + + + + + pd L } + + + + + + + + + + + + + + + + LLMQ I 1 I I I I 0 I I O WaRrm W .• u�-=L «-sL l u8-f9 u�-�i� u6-s9 L C I 1 1 = cn » » CORNER BARS X I$;< MAY BE SUBSTITUTED FOR ALL 90' HOOKED BARS T/2 • W4 Ilk • SAW CUT JOINT — IN ALL AREAS WITH 24 BAR r=NGINIErc RING EXPOSED CONCRETE FLOORS, FILL JOINT IN ALL AREAS WITH EXPOSED B 101. 250 4TH AVE. S., SUITE ZOU STD. 90' HOOK, Q WITH SEALANT, CONCRETE FLOORS, EDGE SLAB WITH FLOOR REINF. SHALL NOT 3'-0" MIN. DIA,, MIN. EDMONDS, WASHINGTON 98020 TYP, U,N,O, UNLESS OTHERWISE NOTED, VERT. IN LIEU OF SAW CUT JOINTS CONTRACTOR 1 /8 MAX. RADIUS AND FILL JOINT WITH PASS THRU JOINT PHONE (425) 778-5500 CORNER BARS SHALL BE SAME MAY USE ZIP STRIP PLACED WITH SLAB, SEALANT FAx (425} 778-s53s CONCRETE SLAB ON GRADE CONCRETE SLAB ON GRADE SIZE TABULATED FOR MIN. WALL m ° ° F- REINF. FOR THICKER WALL. �. SLAB REINF. AT GREASE THIS HALF SLAB REINF. AT �, Q p rr �" CENTER OF SLAB OR OF BAR CENTER OF S N 114 \ \ \ _ LAB OR ,`\/�\��\�� . AT TOP AND BOTT M AT TOP AND BOTTOM\ A —TENSION LAP PER TABLE. REFER TO STRUCTURAL NOTES. \� fi;/i a a a p a `z I'r] SEE DETAILS OR STRUCTURAL NOTES d d 44 d d 4 d d dQ d d D d P ` < 4 a° (l)—#6 VERT. °°,FOR REQUIRED REINF, ALL BARS TO o o/��/�/r�� REINF. TO MATCH BE CONT. OR SPLICED WITH TENSION LAP - �' X - X FOOTING REINF. ° PER STRUCTURAL NOTES, o - p o p �• G . a a � b STD. 180 HOOK HORIZ. CORNER BARS OF SIZE �r d p d d � d d � d � d � d d d d � d R ^� tiws� VEST. AND SPACING TO MATCH REINF Lts� (2)—#6 » » T UNDISTURBED EARTH � OF THICKER WALL PROVIDE 3/4 DIA. x 2'-0" LG. SMOOTH SLIP DOWEL BARS AT ENCASE THIS HALF OF • � - 24" O.C.(TI EXCEPT AS NOTED BAR RIGIDLY 1N CONCRETE T = FTG THICKNESS �, �,� MIN PER PLAN AND DTLS,`' PLACE VERT. REINF. OUTSIDE EXCEPT TYPICAL CONTRACTION JOINT TYPICAL CONSTRUCTION JOINT AS OTHERWISE SHOWN OR NOTED "An EXPIRES: 9 5 2U0.3 TW. WALL REINF'. DETAILS TYP. SLAB ON GRADE DETAILSTYP. STEPPED WALL FOOTING 2 3 SCALE. NTS SCALE: NTS SCALE: NTS STUD WALL PER FRAMING STUD WALL PER FRAMING PLAN NOTES SILL PL. AND A.B. DIA. PLAN NOTES SILL PL, AND A.B, DIA. AND SPACING PER AND SPACING PER SHEATHING AND NAILING SHEAR WALL SCHED. SHEATHING AND NAILING SHEAR WALL SCHED. PER PLAN AND SHEAR PER PLAN AND SHEAR WALL SCHED. (2)--#5 CONT, TOP WALL SCHED. (2)—#5 CONT, TOP z a m cLn o • �� • PROVIDE BLOCK OUT zi n — AT DOOR OPENINGS o m 111 PROVIDE BLOCK OUT Of F— �-- V) ° m Q w(n a l z � U a l AT DOOR OPENINGS m � ° SLAB ON GRADE AND Vac J w o SUBGRADE PER w w ¢ PAVING OR _L SLAB ON GRADE ANDo- _, ,,, PAVING OR FINISHED FOUNDATION P o w FINISHED SUBGRADE PER n -< °- GRADE PER LAN m cL GRADE PER r� 4 DIA PERFORATED PVC PIPE < d FOUNDATION PLAN w o 0 WITH OF 1 MINUS GRAVEL ARCH. DWGS. ARCH. DWGS. - - - -�•.- - Lo o c� ALL AROUND, WRAPPED IN --- .-- . .,....� . NON —WOVEN GEOTEXTILE FABRIC, �-- -- — "' � , � a °� o� — pro o� EXCAVATION — �° 00 8 IF PIPES ARE SLOPE TO DRAIN 1/8 1 0 ob 0b ob Q0 ob o°� ob o°� O0 o°b OC i '_ " PIPE TO CLEAR LOCATED IN MIN. TURN DOWN PERFORATIONS •�� 1 6 AS SHOWN #5 CD 15" 0. C. EA. WAY a 5 @ 15" 0. C. EA, WAY / SLEEVES BY 2 THIS HEIGHT # � MIN • CENTERED IN WALL, �. CENTERED IN WALL DESIGN: (TYP) � THEN LOWER � � FOOTING DRAIN JG FOOTINGS PIPE (o o T — r. ~. �. © w I PER DET. 5. ° o DRAWN JK N w OPTIONAL JOINT o o %. ° ° _ '— ° ° a = z 04 �a T— cn a p tr CHECK: GAG Q Z :.:.. ....J ...........•. ---- ° w w 01136.10 o X ° Ci I - •.. ...... .....a.. .ir ••• ' 8" REINF, PER FTG, SCHED. .................... ............ i DATE. 6 C;5/02 •.............../ REINF. PER FTG. SCHED. �Nk -� �� 1 FOOTING DRAIN '' 71 ALTERNATE HOOK AS SHOWN 5 1 /2" 8" 1 t_4„ 61 ALTERNATE HOOK W NO EXCAVATION FOR PIPE TRENCH PARALLEL » LINE OF MAX. EXCAVATION,--/ / 1 � PER DET. 5, PER PLAN AND SCHED AS SHOWN 9 MIN W TO FOOTING BELOW THIS LINE, STEP FTG. TYP IF SOIL IS OVEREXCAVATED, NOTE. AS REQUIRED BY THESE CONDITIONS. REPLACE WITH LEAN MIX � » » PER PLAN AND SCHED T �. A SIM. SECTION, STEM WALL IS fi W 4 � 12 O.C. E.W. CONCRETE" CENTERED & FOOTING DRAIN NOT REQ'D. AT INTERIOR, T.O. ' `° FOOTING MAY BE " � 8 BELOW T.O.SLAB. P(P. PIPE PENETRATION AT CONC. WALLS AND FOOTINGS TYP. FOOTING DRAIN SECTION SECTION 5 15 1 SCALE: NTS SCALE: 1- 1 O SCALE: 1 1 4 SCALE. 1- 1 C 2'—On CONTRACTOR COORD, DIMEN. #4x o 15" O.C. DIAMOND SHAPED BLOCK OUT. 2'-0" WITH ELEVATOR MFR. N a GROUT SOLID AFTER SETTING COL. — #4x — @ 15" O. C, " w COL. AND BASE PL, PER #5 0 15 0, Co SLAB ON GRADE AND = Ca � I I PLAN AND SCHED. E.W. CENTERED SUBGRADE PER PLAN �' — D N '.r A.B. PER SHEAR WALL 2 CLR. TO BASE PLATE I t " 4 o �p a 9 .6 ° a .° - --d •° .�., EDGE BLOCK OUT WITH 1 /8 MAX, dssoo SCHED. OR STRUCTURAL NOTES I I D � SLAB ON GRADE AND SUBGRADE � RADIUS AND FILL JOINT WITH SEALANT °� °.� ° � • ° ��'°�° M `„v (,fj P.T. SILL PL. I I ° Q �"- > -.-� PER FOUNDATION PLAN I f _ a U. 0 El I ICI I I.= 11= I SLAB ON GRADE AND SUBGRADE 1=1 11=11 I-- =1 i 1 PER FOUNDATION PLAN .�.�.�. .�.-•��_-: +�.�. .�. 000 III ADDITIONAL #5 BAR rot o� oco o`er pp 0 oo 090 d ° a i — — �d� O0 0`� pp 0 vp ° O2 ° ° �"w 00 ° 000 00 ---.. - -q� a o0 00 00� o©� AROUND PERIMETER n d 4 I Q/ .1 + c VV 1 ° a a a o 2 ° DOWELS TO MATCH AND d 6 A A 0 0 Li Z Z T.O. FTG. ELEV. J ° l L �a ° w LAP VERT. WALL REINF. a N ° a ° d (l)—#5 x 2 —fi EA, Q i -- �, 000 o� ° q 4 flya o� PER FOUND TI a ° ° • SIDE OF SUMP CL p� 00 0 o° a PLAN NOTES a ° w ° ° » p N a dC o co o ''0 o o • • • ° 0 0 0 e 4 b ° p A a ° » 4 d 8 w op o ° op g° ° a #5 C� 12 O.C. E.W. TOP &BOTTOM 5" r W z o... o°° O+° o °� a o°b o0 0 oa a f a a s w C STD STD i • • ° Q • TYP . \ x 1'--fi" x 1'—fig DEEP `° (3)—#4x SUMP WITH LOCATION PER -..1 g 1_ fi gSHEET: \/\\/ REINF. PER PLAN cr c� EA. WAY AND SCHED. REINF. PER SCHED. ; MECH. DWGS. two tL' OR `W' MAXIMUM SLOPE P R PLAN AND SCH D. PER PLAN AND SCHED. SEC11ON 9SECTION 10TYPICAL SECTION THROUGH ELEVATOR PIT 8 - SCALE. 1 - 1 D SCALE: NTS ■ SCALE. 1 1 O STAGGER NAILS ON EA. NOTES. SIDE OF PANEL JOINT PER FRAMING AT ADJOINING ► ... FOOTNOTE 3 OF UBC TABLE PANEL EDGES PER SHEAR FLAT HORIZ, 2x BLOCKING ONLY Aft 1. THIS DETAIL SHOWS TYPICAL SHEAR WALL 23—II-1-1 WALL SCHED. REO'D. AT HORIZ, PANEL JOINTS. _ FRAMING FOR RIM JOIST -- — — �' — — — — --- r7 NGINIEr=RING — FOUNDATIONS OR I'I'I 101 111 I'I 101 is I 101 I'i I'I'1 PANEL EDGE NAILING PER 250 4TH AVE. S., SUITE 200 FOUNDATIONS WHERE III I I I I I I I I 1 •1 11 1 1 III SHEAR WALL SCHED., TYP. EDMONDS, WASHINGTON 98020 SHEAR WALL RESTS 10101 11 11 1 1 1 1 1. 1 11 I I I' i' 1 PHONE 425 778 8500 DIRECTLY ON CONC, ALL III I I I I I I 1 1 I •I ( I l i 1 1 1 SHEATHING PER PLAN FAX (425) 778--5536 NOTES INDICATED APPLY I' 1' 1 101 101 101 101 I- 101 101 I - I' I AND SHEAR WALL SCHED, TO EITHER TYPE OF I! I I I I I 1 1 I I I •I I I 1 1 I I I'!'I I( I I • f I I 1 1 • I I I I I I'I PROVIDE PANEL EDGE NAILING FOUNDATION, III I I I I I I 1 1 I •I 11 I I III AT HOLD-DOWN CHORDS, TYP, NOTES: 2. FOR SHEAR WALLS WHERE 1' 1' 1 101 101 1• f 101 101 !• I I' 1 I' I 10161 FOR WALLS W/O HOLD—DOWNS 1, STAGGER PLWD, AS SHOWN. NO HOLD --DOWNS ARE 1 1 1 11 11 1 •f 11 11 1 •I 1 1 I f 14 PROVIDE MIN. FRAMING AS NOTED (UBC TABLE NO, 23-11—H, CASE 1 OR 3), SPECIFIED THE FIRST A.B. 1'101 11 11 1. 1 11 11 I• I I I I I 1 ON SHEAR WALL SCHED., 2. PLWD. LAYOUT AT ROOF FRAMING SIM. SHALL BE LOCATED NOT III 1.1 1•I I •f I.I I•I I •I I•! I.1 I.I,I STRUCUTRAL NOTES AND PANEL WITH 5 S" SHEATHING, MORE THAN 1'—O" AND _ _ _ _ _ EDGE NAILING. NOT LESS THAN (7)—BOLT 1•I•_ — — — • • _ _ _ • - — _ _ • _ _ _ , _ _ - - ._... _._.._. w • - _ _ ..�. - • _ _ _ • -1•f INTERMEDIATE NAILING 0 12" O.C. INTERMEDIATE N. DIAMETERS FROM END OF 1 I I _ � ! I I � I 2x HF BLOCKING WHERE STUD WALL PER FRAMING �� • . I•I I•I I ( I•I 1.1 I• I • I.I, FRAMING MEMBERS BLOCKED DIAPHRAGM WALL. 1 I 1 101 I I 1 1 1 1 I I 1 1 I I I I I HOLD—DOWN CHORD PER SCHED. PLAN NOTES f 1 1 ! I I i '1 1 1 I I I '1 1 1 I I 11 3/4" SHEATHING PANEL, IS SPECIFIED. 3. SHEATHING SHOWN .. I I • • SHEATHING AND NAILING f 1 1 I I I I' I 1 1 1 1 I' I 1 1 I 1 1 1 ADDITIONAL COUNTERSUNK W GYPCRETE TOPPING SILL PL. NAILING PER PLAN INSTALLED W LONG SIDE I / FRAMING MEMBERS WITH AND SHEAR WALL SCHED. / 1 I 1 I I I 1 1 1 1 1 1 11 ! i f END STUD FOR HOLD --DOWN PER PLAN AND SHEAR VERT. • • I-- • • OVER FLOORS ONLY, TYP. SPACING PER PLAN I I I ! 1 1 1 1 101 1( I I WALL SCHED. OR OR STRUCTURAL NOTES I 1 IBOLTS AS READ. (! 11 1 '1 11 11 I 'I 1 1 I I . STRUCTURAL NOTES RATED STRUCTURAL NOTE: rd 1 f 11 1' 1 1 I I I 1' l I I I I HOLD—DOWN ANCHORAGE AND -1 �f F ��y A.B. W SIMPSON BP 1 m4--�.�,..h�... �:.. .'...-� f f SHEATHING AND FOR NOTES AND DETAILS •/ 1 11 1 1 11 11 1 1 11 f EMBED. PER PLAN AND SCHED. w.. ��..�_...d.«.11r�._..� .1 L. 1 s_w__ I 1 EXPIRES. 9 5 2003 PL, WASHER, TYP. �. _ 1 �_wn.. Y�..._. .f-._.... 1 1 /2 ENGINEERED NAILING PER PLAN NOT CALLED OUT REFER 1 1 11 I I I I 11 I I yW _ _ TO CASE 'A'. -- WOOD BLKG. BY P.T, SILL PL. PER SHEAR I I I 'I 1 I 1 I 1 •( I 1 SIMPSON CNW COUPLER NUTF,7--TM,._�._l - 4�_._.m I —JOIST MFR. 'WxNW SIZE TO MATCH OLD —DOWN I r .. i t Mti - 1; { I I r - WALL SCHED. / I Z M H H � ..,�. � ., y� .. ,_�. I I I ANCHORAGE 111,wrj : 1 �� _��, SILL PL. NAILING PER • I I' I I • I 1 • I I' I I.1 1 t2 �.�.f�„y , I I_.�....�:,I 1.._ �`I::�m � �..�: .+ ,. P11 - SIMPSON A35F FRAMING ll _ _ Ll _ ._.�.._ _ 1 L _...._...._ J _ _ SHEAR WALL SCHED. . _ , F,.ANCHOR W/ SPACING I( w 11 I I T I- M �" — �.,� .� �T_�_� TM_� �- 4. I L �Y PER SHEAR WALL SCHED. 1 1 I I I I 11 CONTINUE HOLD DOWN CHORD �v PANEL EDGE NAILING PER cj �sk�' ` 1I PLAN AND SHEAR WALL 1 I i I ! ! STUDS TO FOUNDATION : I.t) (�J> �: r.:) 11�� PROVIDE PANEL EDGE �-�' �- �.�..:� � �.fi� 1 fI SCHED. OR STRUCTURAL ENGINEERED WOOD r-� _ ll_ _ w _ 1rr - _ _ _i _�._.�w E-Iw._...� �n_1�1�� . rI ! i 1 I I I 1 I r' I 1 NAILING PER SHEAR -- • • - - �� - 1 NOTES I —JOIST PER PLAN � -� -- -= na -.-.. WALL SCHED. AT TOP PL. — --. -r-. —M W--_. a. AND SCHED. L�✓(u..J.n.. I `�M�`...nn y` r� .aaw.rr - 6 fir~ v • •� ' .. ..I....a..� vn ....i+.. ` ..l— :_ ( I I . y I i -1ai ._.I I.� it ... _ h�l-Im ..�..11 NOTE. 2x4 BLKG. __. �._ y G. AT SHEAR O .•-�µl I s31 r� I1 ;f 1"I I T �l� -;:w f� I I;�I��- NON —SHEAR WALL NAILING WALLS ONLY F OR SIMPSON ..- `t 4- SHALL BE PER UBC TABLE A35F FRAMING ANCHOR � `�' NO. 23-I1-B--••1. ' ' � M ~ L.A. SIZE AND SPACING PER CASE B �, PER PLAN AND SHEAR PLWD, PANEL EDGES WALL SCHED., TYP. _ — A. TYPICAL._ FRAMING B. ALT. SHEAR WALL FRAMING CONTINUOUS PLWD, PANEL EDGES ^—��",�, Woo STEM WALL OR THICKENED SLAB TYPE FOUNDATION RIM JOIST TYPE FOUNDATION I. EXTERIOR WALL —PERPENDICULAR TO TJI'S Q Lo d 0 TYPICAL SHEAR WALL DETAIL DETAIL TYPICAL STUD WALL FRAMING DETAIL ` C3' 2 3 1 _ _ SCALE. NTS SCALE. NT SCALE. 3/4 1 0 S SILL PL. NAILING PER PLAN SIMPSON A35F FRAMING SHEATHING AND NAILING AND SHEAR WALL SCHED. ANCHOR PER PLAN AND EDGE NAILING PER PLAN EDGE NAILING PER PLAN (2)—ALIGNED ENGINEERED WOOD AND SHEAR WALL SCHED. OR DESIGN: PER PLAN AND SHEAR OR STRUCTURAL NOTES SHEAR WALL SCHED. OR JG I —JOIST PER PLAN AND SCHED. STRUCTURAL NOTES AND SHEAR WALL SCHED. WALL SCHED. OR 1 1 2" ENGINEERED WOOD 0 24" O.C. AT , TYP OR STRUCTURAL NOTES DRAWN: JKN 1 1 2 ENGINEERED(4)—l0d NAILS / W WEB BLKG. AS SHOWN I STRUCTURAL NOTES �, NON —SHEAR WALLS / " " WOOD RIM JOIST BLKG. BY I JOIST MFR, 16d C� 12 O.C. 16d 0 12 O.C., TYP. CHECK. GAG BY I -•-JOIST MFR. - -" _-- . �-- -_ --- - � _ .. _ - � - _ .--- - -- -- - - - -.. " _ _ :. .,.. --. --- - --_ - _ - -- rt. NVIN Nsm FM� JOB NO: 01136.10 DATE: 6/05/02 NOTE: FOR NOTES AND DETAILS -- EDGE NAILING PER PLAN NOT CALLED OUT REFER (2)—ROWS OF 16d @ 12" O.C. MCC AND SHEAR WALL SCHED. OR TO CASE 1.\—(3)-16dI—JOIST PROVIDE PANEL EDGE STRUCTURAL NOTES TYP. NAILS EA, END ENGINEERED WOOD I J N SCHED. 2x4 BLKG. AT SHEAR NAILING PER SHEAR PER PLAN AND STUD WALL PER FRAMING STUD WALL PER FRAMING GOMM ENGINEERED WOOD I —JOIST LAPPED OR BUTTED WALLS ONLY WALL SCHED. AT TOP PL, ENGINEERED WOOD I --JOIST PLAN NOTES, TYP, PLAN NOTES TYP. PER PLAN AND SCHED. W/ PER MFR. SHOP DWGS, PER PLAN AND SCHED. ' WEB BLKG. AS SHOWN NOTE: SHEATHING AND NAILING 16d 6" O.C. " NOTE; FOR NOTES AND DETAILS PER PLAN AND SHEAR WALL 1 1 /2 ENGINEERED WOOD FOR NOTES AND DETAILS NOT CALLED OUT REFER SCHED. OR STRUCTURAL BLKG. BY i—JOIST MFR. TO CASE 1. NOTES, TYP. SHEATHING AND NAILING " NOT CALLED OUT REFER PER PLAN AND SHEAR WALL . � 4 —O O.C, MAX. TO CASE 1, SCHED. OR STRUCTURAL NOTES, TYP, p RING-0 B TH SIDES IV. INTERIOR WALL PARALLEL TO JOISTS A CORNER,_INTERSECTION r : EXTERIOR WALL PARALLEL _ TQ TJI'S III. INTERIOR BE&Be 'T' IN RSECTION rL"l TYPICAL STUD WALL FRAMING DETAIL TYPICAL STUD WALL FRAMING DETAIL TYPICAL STUD WALL FRAMING DETAILS TYPICAL WALL INTERSECTION DETAIL _ 5 6 7 F-- 0 Z 4 SCALE, NTS SCALE. NTS SCALE. NTS SCALE. NTS n N 0 000 NOTES: J V) 00 TOP CHORD(2)-16d C� 12" O.C. SHEATHING AND NAILING PER1. SHEATH COMMON SIDE FOR PLAN AND SHEAR WALL SCHED. SPLICE ELSEWHERE STACKED SHEAR WALLS. m W W SILL PL. NAILING PER > 2. WHERE HOLDOWN IS REOD. SHEAR WALL SCHED. INSTALL HOLDOWN ON SHEATHED z 3:: SIDE OF PARTY WALL. DIAPHRAGM BOUNDARY NAILING 0 3 AT EA. ROW OF BLKG. h— � W C) d' V) BOTTOM CHORD - . - L1 2 ROWS OF(7)-16d �� @ 4 O.C. STAGGERED SPLICE W z FLOOR SHEATHING W 1 1 2" C7 EA. SIDE OF SPLICE / / GYPCRETE TOPPING. DIAPHRAGM (. co w THICKNESS & NAILING PER PLAN. o N a Ca �-•- W LAB 'C[ „ SIMPSON A35 FRAMING „ 6'-0" MIN. BETWEEN SPLICES ANCHORS PER SHEAR WALL 1 1 /2 ENGINEERED WOODSHEET* SCHED, RIM BOARD BY JOIST MFR. SPLICES TO OCCUR AT PLWD, WEB JOIST CENTER OF VERT STUDS SHEATHING AND NAILING PER PER PLAN AND SCHED, SHEAR WALL SCHED. jQP.___GH0RD__3PUCE BOTTOM CHORD SPICE PARTY WALL W/ SIZE AND SPACING OF STUDS PER E' SPLICE DETAIL TYPICAL PARTY WALL FRAMING DETAIL TYPICAL TOP PLATE • - 10 SCALE: N TS SCALE. 1 1 0 . FOR 2x4 STUDS, SINGLE ROW � NAILS CENTERED ON STUD TO BE USED. FOR 2x6 STUDS, (2)-ROWS ENGINEERING OF NAILS SPACED C� 3 1/2" W/ NOTE: �, z 1" EDGE DIST. TO BE USED. SUPPORTS @ SOLID FLOOR JOIST DEPTH BOUNDARY NAILING PER 250 4TH AVE. s., SUITE 200 POSTS SIM. FLOOR FRAMING PLAN OVER PLWD. SHEATHING PER EDMONDS, WASHINGTON 98020 BEAM PER PLAN AND SCHED. BEAM PER PLAN FULL LENGTH OF BEAM FLOOR FRAMING PLAN PHONE (425) 778-8500 9" O.C. SPACING BTWN. STUD WALL JOIST DIRECTION SIMPSON A34 EA. SIDE OF BM. WITH BOUNDARY NAILING FAx (425) 778-5536 ADJACENT NAILS IN ADJACENT NAILS IN A ROW. PER PLAN. AT RIM JOIST AND TJI A ROW ARE TO BE BEAM PER PLAN - TIMBERSTRAND DRIVEN FROM OPPOSITE AND SCHED. RIM JOIST ALIGNED TJI SIDES, TYP. STUD WALL i i TT SIMPSON MST48 STRAP IF . W/ (46 —16d NAILS. 16d COMMON NAILS, TYP. 71 SIMPSON A35 FRAMING � ANCHOR EA. SIDE OF BEAM 2x4 HF#2 BLKG. .�,� � GUIll -- (5)-STUDS MAX. TO BE USED BRNG. STUDS, EA. SIDE OF FOR BUILT-UP COLUMNS. BRNG. STUDS, B � BUILT-UP TO WIDTH BEAM WIDTH, MIN. U.N.O. OF BEAM MIN, U.N.O. BUILT-UP TO WIDTH SIMPSON 4_M6d� NAILS OF BEAM, MIN. U.N.O. PARALLEL TO STUD WALL PERPENDICULAR TO STUD WALL STUD WALL WITH PLWD. �sTO 1oN�, SHEATHING PER PLAN AND SHEAR WALL SCHED. 9/5/2003 TYPICAL BUILT-UP COLUMN DETAIL 2 TYPICAL FLUSH BEAM SUPPORT DETAILS (D�SCALE: DRAG STRUT CONNECTION DETAIL SECTIONRVIRES: SCALE: 1 = 1-0 SCALE: NTS NTS SCALE: NTS SIMPSON HOLD-DOWN PER PLAN & SCHEDULE SIMPSON STRAP WITH SIMPSON HOEDOWN PLWD. SHEATHING W/ SIMPSON CS16 W/10d NAILS COUNTER SINK SHEAR WALL PER FASTENERS PER CHORD SIZE PER PER PLAN AND SCHED. BOUNDARY NAILING PER AT 2 1/16" O.C. J a ADDITIONAL END PLAN AND SCHED, HOEDOWN SCHED. HOEDOWN SCHEDULE FRAMING PLAN NOTES � STUD FOR BOLTS AS REQ D �IrA CHORD SIZE PER ~ •: � HOEDOWN SCHED. � t- �- ;. SIMPSON A35F OR DIRECTIION ALTERNATIVE PER � � PER PLAN :� I SHEAR WALL SCHED. NOTES o � N04 W O a O JOIST � FILL JOIST SPACE WITH � �J DIRECTION BLOCKING TO MATCH STUD WALL PLWD. TJI PER PLAN & Y FILL JOIST SPACE WITH PER PLAN. DIMENSIONS OF STUD SHEATHING PER PLAN JOIST SCHED, Q M FULL DEPTH BLOCKING COLUMN ABOVE. &SHEAR WALL SCHED. � A307 THREADED ROD STANDARD HEX TO MATCH DIMENSIONS 1 1/2" 11MBERSTRAND LSL BLKG. W/ DIAMETER PER HEAD NUT OF STUD COLUMN ABOVE COUNTER SINK PER LENGTH OF DRAG STRUT DESIGN: JG HOLD-DOWN SCHED. ------- TI_ADDITIONAL END STUD DRAWN: JKN TO FOOTING FOR BOLTS. CHECK: GAG 5 SEC11ON .* 3/4"_ 1 _0 6 HOLDOWN TDETAIL � HOLDOWNTDETAIL � DETAIL _ � _o JOB NO: 01136.10 DATE. 6 05/02 LIt X, HOLD-DOWN PER PLAN HOLD-DOWN PER PLAN .. AND HOEDOWN SCHED. •. AND HOEDOWN SCHED. 0110 .; (2)-3/8" STIFF. PL. ES. .' •. OF WEB @ 8" O.C. •. '• (4 -TOTAL) • i i BEAM PER PLAN AND SCHED. = U� BEAM PER PLAN BRNG. PL. 3/8 x 3 1 /2 x 0'-3 1 /2" Z 0 N Z 0 AND SCHED. 0 O O J (n pp A. CONNECTION AT STEEL BEAM B. CONNECTION AT WOOD BEAM mW � U� w wQa t!)Q SECTION z 3: 9 SCALE: 1= 1-0 OM (' w � Nt p ZL� w I Z � O � p NI o cv cy� W Lj. � z SHEET: .2 1 /2" N 1 /2" N COL. WEB 1T1P. N COL. WEB �� TYP. /2" oil, Fr All L—A 0-- i i �w� two ENGINEERING t � � 250 4TH AVE. S., SUITE 200 EQ.EQ. EQ. EQ. EDMONOS, WASHINGTON 98020 0 PHONE FAX (425) 778-8500 � i78-5536 J N Cl: � COL., � 0. � N � N 3/16" V J � O J Or BASE PLATE, �' � COL. AND A.B. 0*4 � PER SCHED. BASE PLATE, 3/16» V COL., AND A.B. n � PER SCHED. A• �Uj 3 a 3 a 3 3 a 1/4" CAP PL., TYP. w�' of waste It EA, COL. BASE PL. TYPE 'A' BASE EEAPL TYPE STANDARD SHEAR CONNECTOR PLATES SPECIAL SHEAR CONNECTOR PLATES 3" 1 1/2» WF BEAM PER PLAN W $� w TYPE BEAM SIZE NO* OF BOLTS PL. LENGTH L) PL. THICKNESS WELD SIZE DIM. a DIM. b () � � � I � EQ EQ EQ.Eq. i� � 1/2� EXPIRES: 9/5/2003� a W8 or W10 (2) — 7/8" DIA, 6" 1 /4" 1 /4" 1 1/2" 1 1 /2to I I I "' 1 TYP. FANNED b W 8 or W10 (4) — 7/8" DIA. 6" 5/16" 1 /4" 1 1/2" 1 1/2" 1 1 �16� � 3/16" c W8 or W10 (4) — 7/8" DIA, 6" 5/16" 1 /4" 1 1/2" 1 1/2 � � � � w 6rB NOTE: � SE PLATE, d W�2 I I REFER TO DET. 1 w � BASE PLATE, {6) — 7/8" DIA. 9" 3/8" 5/16" 1 1/2" 1 1/2° AT SIMILAR SECTION COL. COL. AND A.B. I � FOR PLATE &BOLTS, TYP. F COL. AND A.B. CONTINUES TO LEVEL ABOVE � � PER SCHED. � PER SCHED, NOTES: 1. ALL BOLTS SHALL BE A490—N. I I �- 2. SPECIAL SHEAR CONNECTIONS "b" & "d° SHALL UTILIZE (2)—ROWS OF BOLTS. 3. SPECIAL SHEAR CONNECTION "c" SHALL HAVE (2) SHEAR PLATES, (1) ON EACH SIDE OF TS COL, PER PLAN BASE PL TYPE 'CBASE PL TYPE 'D' � THE WEB, AND SHALL U1ILIZE (2)—ROWS OF (2)—BOLTS. ° = cn DSHEAR CONNECTION DETAIL 2 TYPICAL SHEAR PLATE CONNECTORS DEAD 3 BASE PLATE DETAILS SCALE: NTS SCALE: 1 = 1-0 SCALE: NTS w w oa 3/8" STIFF., PL � COL FLOOR SHEATHING c".]E.S. OF WEB PER PLAN NOTES w o Q. 2x HF NAILER RIPPED TO BEAM PER PLAN AND SCHED. o FLOOR SHEATHING PER WIDTH OF BEAM W/ 5/8"0 NOTCHED AT WF. AT NOTCH � FRAMING PLAN NOTES CARRIAGE BOLTS @ 24" O.C. PROVIDE 3/4"0 HOLE � STAGGERED E.S. OF WEB 3/16 < MENSTEEL BEAM PER PLAN 3 16 >-<TYP* DEWN SIGN: JG i BEAM PER PLAN DRAWN. JKN 1 1 2 � i � + � Type CHECK: GAG Typ, PL. 3/8 x 3 1/2 x 0'-10" PL. 3/4 x 5 1/2" x 0'-11" BEAM PER PLAN — JOB NO: 01136.10 16 AND SCHED. 3 TYP. EA. SIDE i i W/ (4)-3/4"0 BOLTS 3/4 BRNG. PL DATE: 6/05/02 (2)-5/8"0 BOLT JOIST AND HANGER PER PLAN i i 1 4 83/8" STIFF PL. SPACED AT N -- -- AND JOIST SCHED. i i � 4 (3)—SIDES � 4 1 1/2n WIDTH OF BEAM + 1/8" W/ � WOOD COL. PER PLAN BEAM PER PLAN (2)-3/4" A307 BOLTS � AND SCHED, TS COLUMN PER PLAN SECTION6SECTION SECTION SECTION 5 SCALE: 1=i -o 1/2SCALE: l_ 1 -o � SCALE: 1_ 1 -o 4 SCALE: 1 1/2 AIMED 1 -0 STIFF. PLATE PER SCHEDULE 1 1/2" 3/16 3/16 � N C� COL. � TS COLUMN PER PLAN 0 Q O i STUD WALL PER PLAN J _ (n 00 AND SCHED. D 0) IT -NOTE: � SILL PLATE NAILING � � 1 4 m W STUD WALL PER FRAMING �- FOR NOTES AND DETAILS i PER SHEAR WALL PLAN NOTES BEARING PLATE W/ DIMENSIONS PER SCHED. NOT SPECIE. CALLED OUT SHEATHING PER SCHED. i i i Z REFER TO DET. 5 O 3: PLWD. SHEATHING PER I PL. 3/4 x 5 1/2" x 0'-11" .. PLAN AND SHEAR WALL 3 16 i i i SILL PL. NAILING PER SHEAR i PLAN AND SHEAR 1 1 2 Ai i / (4)-3/4'"0 SCHED. i i W A307 BOLTS V3 d' N WALL SCHED. egg NOTE: i WALL SCHED. Type/ i i � �1 SKEW CONNECTION PER FLAN WHERE REQUIRED. AT SKEWED CONNEC110N 6° MIN. BEAM PER PLAN Z W � 2x HF NAILER RIPPED TO WIDTH BEARING LENGTH REQUIRED. ALL BOLTS SHALL BE 3/4"0 A307. � /� � � OF BEAM W/ 5/8"0 CARRIAGE � W y� N BOLTS 0 24" O.C. STAGGERED, I O N 0 � _ BOUNDARY NAILING PER i TYP. -roP & BOT. KERF PLATE SCHEDULE" SFF, PL, 3/16 A SHEAR WALL SCHED. - BEAM SIZE BEARING PLATE STIFFENER PLATE BOLTS 3/$E.S. �OF WEB 3/16 TV SHEET: BEAM PER PLAN AND W, %P 6x_ 3 8 x 5 1 2 x 0'-7 1 4" 1 4 x 6 x 0'-7 1Z4"(2)-3/40 SCHED. I 3 1 2" PSL 3 8 x 3 1 L2 x 0'-7 1 4" 1 4 x 6 x 0'-7 1 4" 2 -3 4"0 yyF BEAM PER FLOOR JOIST PER SAW 5 1 4" PSL 1/2 x 5 1 4 x 0'-7 1 4" 3/8 x 6 x 0'-7 1 4" 2 -3 4°0 PLAN AND SCHED, PLAN, TYP. JOIST PER PLAN AND SCHED. 7" PSL 5 8 x 7 x 0'-7 1 4" 1/2 x 6 x 09-7 1 ANNN 4" 2 -3 4"0 SECTION KERF PLATE DETAIL SECTION SECTION 8 sc�: � _ � -0 9 scn�: NTS � � scA�: � � � -o � � scams: 1 _ 1 -o m GENERAL NOTES 1. All construction shall comply wlth the 1cl�17 Uniform Building Code, Washington State regulations for barrier --free design, Washington State Energy God e, and all applicable local codes, ordinances, and standards. 2. The Contractor is to verify all existing conditions, dimensions, details, etc., and notify the Architect of any and all discrepancies prior to proceeding with the work. All Iterns marked "N.I.C." are not part of this contract. 4. A I l work shall be applied in accordance with the manuf octurer'5 latest recommendations or written directions. The bidder 15 to provide the latest recommended products, materials, and methods for each manufacturer to meet the Specified performances and warranties. DO NOT 5CALE DRAWINGS; DIMENSIONS GOVERN. The contractor shall notify the ,architect Immediately of any and all discrepancies. The drawing scales are indicted to provide visual proportion and should be verified with similar drawings and listed dlmenslon5. All dimensions are to be center line of stud, or face of concrete wall, unless otherwise noted. �. where construction details are not shown or noted for any part of the work, the details shall be the some as for other 5imilor work. The bidder shall assume consistent construction practices occur In areas where details do not indicate specific materials or procedures. b. Where dev icea or items or parts thereof are referred to in singular, it is intended that such shall apply to as many such devices, items or parts a5 are required to properly complete the work. q. It shall be the responsibility of the Contractor to locate all existing utilities whether shown hereon or not and to protect them from damage. The Contractor shall bear all expense of repair or replacement of utilities or other property damaged by operation in conjunction Hith the execution of his work. 10. The contractor will verify and conform to all requirement5 of a l l utility companies, unless otherwlse noted in the plans and specifications. 11. All debris shall be removed from the premises and all areas shall be left in "broom clean" condition at all times. 12. The Contractor shall take all necessary precautions to ensure the safety of the occupants and workers at ail times. l5. Approved (City, County, or State) plans shall be kept in a plan box and shall not be used by any workmen. All construction sets shall reflect the same information, a5 well as all revisions, addenda, and change orders. The Contractor shall also maintain In good condition one complete set of plans with all revlsions, addenda, and change orders, on the premises at oil times. These are to be under the care of the job superintendent. 14. The General Contractor shall be responsible for the complete security of the new building while the job is in progress and until the fob Is completed. 15. All work shall be guaranteed for a period of one (1) year after completion, unless otherwlse specified, and shall be so stated in the C.rontroctor's written proposal and agreement. All repairs, corrections, discrepancies, etc., must be made without any additional cost to the Owner, and within five (5) days after notice 15 given. 16. All operations conducted on the premises shall not be objectionable beyond the property boundary lines by reason of noise, stream, odor, fumes, gases, smoke, vibration, hazard, or other causes. 17. All exposed gypsum board is, to have metal edges at all corners and wall intersections. la. All glass and glazing shall comply wlth Chapter 24 of the 11-117 UBG and the U,5. Product safety Commission: Safety stondord for Architectural dazing Materials (42 FR 1426; 16 GFR For 1201). I The Contractor shall verify all door and window rough -opening d imens ions with the door and window manufacturers, before placing a purchase order. 20. All required fire doors shall bear a label from a recognized agency showing the specific fire rating (I.e.: U.L. label). 21. Electrical rough -in and reflected ceiling plans are for the general information of the Contractor. The exact location should be verified w Ith the electric ion. 22. Exit signs and illumination shall conform to the Iq(i7 UBG, section 1012 and section 1015. 25. Exit doors shall be operable from the inside without the use of a key or any special knowledge or effort and shall comply with requirements of USC standard 10-4. 24. Fire extinguishers: Verify the requirements and locations with the f ire marshal. The contractor is to supply fire extinguishers and cabinets, as required. The general location is noted on floor plans. 25. Minimum f lame~spread classification of interior finishes shal I be in accordance with Table 5-6 of the lcigl UBG. 26. All lay -in acoustical ceiling grids shall be installed and secured in accordance with USC section 4104, Standard 47-1a, for Earthquake Zone Ill. 27. Sound Insulate all plumbing walls, with min imunn R-11 batt insu lot ion . 2&, The plans and speciFicotlon5 are minimums and where details are not specifically shown, consistent practices shall be used. Codes and ordinances take precedence over plans and 5peciflcotion5, and wherever inconsistencies exist, it will be the Contractor's responsibility to immediately notify the owner and provide acceptable corrections at no additional charge. 2,:1. The Contractor is required to examine the building and will be assumed to be familiar wlth ail existing conditions, lncluding the locations of utilities, access, etc., beyond the immediate areas shown. 50. The Contractor shall provide mechanical, plumbing and electricai permits. 51. Flammable gases and oxygen tanks shall not be used or stored in the building. Tanks shall be kept on the exterior and approved piping or UL listed hoses used to convey the gases inside. Such tanks shall be positioned at least 20 feet from any building opening. 52. I lommoble llquide at the job site shall not be stored In the building and shall otherwise be stored, dispensed, and used in accordance with the recpirernents of the local fire official and 1cici7 USG. 55. Portable fire extinguishers shot I be provided throughout the constructions area with a maximum travel distance of 75 feet. The extinguishers shall meet the standard 5peeifled for new extinguishers. 54. The Contractor will control dust generated during construction by Wetting dust sources, such as areas of exposed soils, washing truck wheels before they leave the site, and installing and maintaining gravel construction entrances. 55. Provide sufficient blocking in wails for supporting recessed fixtures as shown on the drawings. 36. Partitions and walls not otherwise dimensioned shall be located Flush with reference to column or adjacent wall face or reference to centerline of column. 57. Fireblocking shall be provided: a) In concealed spaces of stud wails and partitions, including furred spaces, at the ceiling and floor levels and at 10 foot intervals both vertical and horizontal. b) At all interconnections between concealed vertical and horizontal 5pace5 such as occur at soffits, drop cellings and cove cellings, c) in concealed spaces between stair stringers at the top and bottom of the run and between studs along and in line wlth the run of stairs if the wa I l s under the 5to lr5 are unfinished. d) At openings between attic spaces and chimney chases for factory built ohimneys. Fireblocking shall consist of 2 inches nominal lumber or two thickne55e5 of I inch nominal lumber with broken lap joints or one thickness of 25/52" woad structural panel with joints backed by 25/32" wood Structural panel with joints backed by 25/52" wood structural panel or, one thickness of 5/4" Type 2-M particleboard with joints backed by 5/4" Type 2 - M particleboard, Fire blocks may also be of gypsum board, cement asbestos board, mineral fiber, glass fiber or other approved materials securely fastened in place. Loose -fill insulation shall not be used as fire block. Wal Is having parallel or staggered studs for sound -transmission control shall have fire blocks of mineral fiber or glass, fiber or other approved non rigid materials. 38. Draftstopping shall be provided: a.) Per I1,11 UBG section '708. b.) In attics and overhangs and concealed Spaces of building. 5 Draft5top 5hall be above and in line with the waI15 separating individual dwelling units from common spaces or from each other. Draft Stops shall be minimum 1/2 It gypsum wall board, 5/" wood structural panel, 5/a" Type 2,-M particleboard or other approved matey la l5 adequately supported. 51. Penetrations through f ire rated wa I is and partitions: All exterior walls and permanent partitions are to be of ll�hour f ire resistive construction. All penetrating items passing entirely through Loth protective membranes of bearing walls required to have a f ire-re5istance rating shall be protected with through -penetration f ire Stops sultoble for the method of penetration. Provide through -penetration f ire stops with a T rating at waI 15 above corridor ce i l ings which are not part of a fire -resistive assembly and be low any ce i l ing (which exception as noted in USC section 1011.6.) 40. Membrane Penetrations at fire resistive walls: Electrical outlets are to be steel and openings must be less than 16 square inches in area and the aggregate area of openings shall not be more than 100 square inches for any 100 square feet of wa I l or portition area. Outlet boxes on opposite sides of wails and partitions shall be Separated by o horizontal distance of at least 24 inches. 41. Penetrations through f ire rated Floor -cell ings of Roof -ce i I Ines : 1 Fire resistive floors, floor--cei I in g or roof -ceiling assembl ley shal I have the fire resistance ratings described in the drawings and set forth in Table 7�C. 42 . Ce i l ing membrane protection. Ceilings shall be without opening In order to protect structural elements. openings are allowed as follows: a) openings for noncombustible sprinkler pipe and openings for 5tee electrical outlet boxes not greater than 16 square inches in area may be installed, provided the aggregate area of such openings through the ceiling is not more than 100 square inches for any 100 5guare feet of ceiling area. b) Duct openings protected with approved ceiling fire dampers. Except that in other than corridors duct openings may be unprotected when tests, conducted in accordance with UBG standard 1-1 have shown that openings protection 15 not required to maintain the fire resistance of the assembly. c) other ceiling openings and penetrations may be installed where such openings penetrations and the assemblies in which they are utilized are tested in accordance wlth the provisions of UBC standard 1-1. d) Access doors may be instal led in such ce i 1 ings when they are approved horizontal access door assemblies listed for such purpose. 45. Floors which are part of a floor-ce i l ing assembly shall be continuou-5 without openings or penetrations in order to completely separate one story or basement from another. The following openings are allowed: a) openings enclosed in flre� resistive�rated shaft enclosures in accordance with UBG section 711.1. b) Exit enclosures in accordance with Chapter 10. c) Openings permitted in accordance with section 711.5, d) Penetrations protected with through -penetration fire stops installed to provide an F rating or a T rating in accordance with UBG section 702. 44, The m in imurn coiling height of classrooms sha I l be 11 feet. See reflective ceiling plan. 45. Provide safety glazing within 24" are of oil doors. 46. Provide exit/emergency lighting as required per code. See electrical plans for locations. 47. Provide continuous hondroi I s on each side of ail stairs. At least one handrail shall extend in the direction of the stair run not less than 12" beyond top riser and 24" beyond the bottom riser. Ends shall return to wall. See floor plans for locations. 4a. Provide UL label 5/4 hour glazing within ten feet of all exit enclosure wails, where applicable. 41. Provide blocking in walls of toilet rooms for grab bar installation and toilet acce.55orle5; see elevations. 50. All door hardware shall be lever type per iNAC 1106.5.1. 51. The garage ventilation system shall comply w lth section 504 2000 Washington State VIA00 52. The sprinkler system shall be compliant with UBG standard 4`I-1. A "Dry Systern" shall be Installed, 55. An exit sign shall be provided at all applicable locations for grade level egress identification. 54. All fire doors at stair enclosures shall meet a one -hour fire --rated assembly per the 1111 UBC. 55. The halls shown shall be fire rated construction. Door and assembly construction shall comply with UBG Section 1001.6.1, 1004.5,4.3.1 and 1004.5.4.3.2.1. The doors sho l l provide a 20 minute smoke and draft label. 56. Roof and overflow drains shall be Sized and located so a5 to comply with UBG Sect ion 1506. 57. Draft stops shall be located in the attic so as to meet the standards estob l fished in UBG Section 5a. Fire extinguisher cabinets Shall meet the local fire district ordinances. 5110 . All f ire rated construction assemblies sha I I comply with UBG Section 7 05 A 5. 1 , 1 . 2• 60. All Standard columns shall be fire protected to comply with UDC Sect ions 601.4, 105.1, 704.2.1 and Table 6-A. 61. All through penetration and membrane Fire stop devices to meet UBC standards 7-1 and "1-5, Section 701.7. 62. Penetrations allowed into the telling membrane shall conform to meet the exceptions 1,2, and 5 of UBG, Section 710.5. 65. vents and pipes in wa I is are to have annular space filled around the pipe or vent at each floor plate in accordance with USG, Section 711.5. 64, All penetrations into any occupancy Separations, or corridors, shall contain ducting, fire and smoke dampers as per USG, Sect ion 715.10 and 715.110 65. Accessibility to dumpsters, recycling areas and moll boxes shall meet reach ranges established in UBG, Sect ion 1106.2 and 1105.1..1. 66. A general handicapped sign shall be provided at all handicapped parking spaces per UBG, Section 1107.5 (mounted on the wa I l and painted on the asphalt). 67. Door hardware throughout all common areas shall be operable with wrist or arrn pressure as per UBG, section 1106.5. 6 . marking garages sha I l have on unobstructed headroom c l earence of not less than 7 feet (2154 rnm) above finish floor to any ce i l ing, beam, pipe, or similar obstruction, except for wall, -mounted shelves, storage surfaces racks or cabinets. 6cf. Copies of deferred submittal items wili be sent and reviewed by the architect of record at the same time they are reoieved and reviewed by the city plan check. E3 I L;l )ER L;)ES I 6N NOTES-L I. Electrical: The electrical system shall be bidder-des(gned and shall conform to all local, state and federal rode standards. The Contractor shall: Provide system design drawings as required by the state of Washington and City of Edmonds and for approval by the owner. Use the lighting, power and switching plans incorporated in these draw ings only as gu lde l ine5 for the design. Provide adequate light levels that meet accepted standards for all areas of the building. Provide energy colculations as required. Provide separate drawings for lighting and power and switching for each floor. Coordinate with mechanical contractor and elevator contractor to provide electrical requirements for their work. Provide all wiring required for a complete installation from utility - placed vault. Provide, smoke detectors which shall be installed in each sleeping rood and at a point centrally located in the corridor or area giving access to each separate Sleeping area. secure all required permitsl, smoke detectors shall sound an alarm audible in all sleeping areas of the dwelling unit in which they are located. smoke detector5 shall receive their primary power from the building wiring and shall be equipped with a battery back-up. An approved manual and automatic fire alarm system shall be provided, Recessed lighting fixtures to be I.G. rated. 2. Mechanical: The mechanical system shall be bidder -designed and conform to all local, state and federal code standards. The Contractor shall: Provide system design drawings as required by the city of Edmonds and for approval by the Owner. Provide submittal information on all proposed equipment and fixtures for opprovo 1 by the ,architect. Meet all energy code requirements and shall provide energy code calculations a5 required. Coordinate with other trades for interface of his work. secure all required perm its . The heating and ventilation system shall be as follows: Each unit i5 to be served from a separate gas forced air furnace, location of furnace indicted on the drawing5. Location of furnace to be verified. Public corridors and stairwells: electric resistant heat. All heating systems to have a day -night thermostat and shut off. �. Plumbing: The plumbing system shall be bidder -de5lgned and shall conform to all local, state and Federal code standards, The Contractor shall: Provide, system design drawings a5 required by the Gity of Edmonds and for approval by the Owner. Design the system to provide maximum flexibility by providing accessibility of water and waste l ine5 Verify location with owner. Provide c leanouts to conform with industry standards and shall be discreetly located and accessible. Provide submittal information on coil proposed equipment and fixtures for approval by the Architect. Secure all required permits. J+ Z as L 0 M L (1)` 0 �f W 0 < '44 . . o .� u r msn LLi �- LL LLI "i LO , W <a y` cN %q u.I A M �f=\C,l-IIT1=C -L Rof"" 13U'1 f "RF L[) STATE OF WASHI oil �. UA Z J ._ w { C ARCHITECT OF RECORD ROBERT BUTTERFI ELD PROJECT MANACGER: - - _ SRB DRAWN 5",r : JOB NUMBER: DATE: 0610�/02 DRAWING NO.