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FI%T PUCTU2C NiS NOT Tt9�.+V.E BTWtC.T 9'fftVC.7l3R% DET BETYt'EJi P44 F� C� ON CENTf�i SV'3 £GBSYfIU7E 9lK BLOGK fD FL.OGK PRAM OPfr OPEW?ib SUPPL �SE4T 95MT BASEMIItT Ff FGO'(.FEf.'f ONN OPPO:dTi 545 �tlRR�N�GED FG�330£S BN 01JT5N'ME2w�LIAiRlS) FT6 F0011N4 OWt CSRNA'MELiTU SUSP :At''.s/"ENUtEDt SP BOA+2P fPN F*GUM1DhT!AY OPra CX•!"09iTL'��tAtD TE:. TELEPN� 85 BOTN£.IPE9 FU:N Fl.�L`1t5V1 GF�? d1T59E�lAM6TLR N TGi.EVV:ok:N # MJ 1j,! � f'�('� � HO SOFTOM f7Y 6AL bALLON PiN PA4M30N TENP TE*i!'ERE17 ` HLD6 6UILDRtfr bh 6f1JCE d PE4,*7t'MhYS,EG7J TkK TN�K � V4� f � r i�� ( �7CI5TING MEGHAI�IIG,41.. 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A�il u�ark shall be a� speci�ied and in accordance with all hlatianal, �tate and ; �� ' € � ,�. , � ta,��1 E.=...................._.................................................... �} u t- (- �� $$'� ;; L _ _ EXISTING Local Godes, LawS, Pertnits and Ordinance�, and shall b� performed to th� �,_�„ ry �,�,��.�, �.,,�,.�,,,�.,. _,_3 � — ; � ( BR�K.ER BC�X highest 5tandard5 of craFtsman�hip by Journeymen c�P the appropriate trad��. � u ( , w 2. Theae documents are not intended �o include all labor, materials, ec{uipment,and i �,_��� �� T�r�L� � ;t 1-5"� _ �6 ; service� req,uired to ccsmplete all work de5cribed herein.The Genera! ���� . . ...� ', m : �.r. ��s � �� PR01lII�E NEW�LUSH Gontra�tar (G.G.} shall verify all dlmensians and sPte conditian� before sf.ar�ing � � ;.w ..-�... ..........� �: � �� � H�ADER � EXISTING ; _: in � � �(.�-q.1 work. # � � q� � ; � �� FLOOR PRRMING 3. 1t i� the re�pan5ibility af the G.G. to bring to the attention of the �rchitect any ��0 a �. E?CISTING WINDOW �.���. ,,.�.�,�,a�>:..,.,: ;.�.r,�>a.�.,;,.�, r�.��. �..��,,,� ' ABC.�V� 2 !; ..; �;" ���� �ondltion� whiGh u�iil no� permit construction accarding ta the intention� o�' �.� � �y :...................................... ............ ^' O P G 8 �.�. �,�. .:, . .. � � fi B R.E LA �D .,.:<.;. ...::....:.; ,...�. �.... .,. . t� ,� �..,, <:�.. � ...,.: ..:.!v :. .W . . '� . .t: � . '�'�t.�k. X:.{+:�.,?LJ�.,�....�K.�3:`iL3.s:;Y:�'o5.v`SX:'�'+i..^'��:2i+lv::::2:U.'P'S`v`:4`:::R'.t�1:>3`e;, .�F;fi . . 2.ak;.J.. .�... :, i' .., r '.� ,. - �. .tk..: ..�U .1`.� ..a`v�.^'w�..,...V+, y .a,"VU.:�,�t� > . .. ..�� ,s - �R �. � ���v:a'.w.<:a?.�.;.:>:ww�.�,�..., <.�;.�.....�vvti..,.:a:y �"9''. .}� J 'x,t,,.,t;4>`S`.>�`�.�.x'^�`i.:<::.�.e�."HW:�S:.�i.,..Al Sr..\+a.�.4.\.�..' .l�h,,,'ve.\... .,,i'i�v b..>.+;_, .aE;.�.� `•.�".• �� � . :�;.va.• y.'. :4..`:•.�.:.v:J.0 �atit.��U .�a:�n:vp�v�'t'v.a�::tn�'u:3y:.i:v.x'n.::.' :.�xvY�a.a... :J.' '.ataa:�':+.'W': � . „�.'� .�C.,.���:v,.. . :. �.,,� ,� � ,.�4 = _ _ RA�IS�D � � the�e Gontract L7ocument5 (GL7'SJ, and to notif the Arc.hitect at an�e if any ._. � � �-3 � � f� �� � � - - � I I ' I � � di�crepanciea appear in the GD's, or between the GD's and exi�ting conditlons. � ° � ° . �� (��j� � � 1 � � EXISTING PLUE �?CISTING h - �) � -�^ It is the re�pon5ibility of the ,�rchitec.t to provide detaiis �nd/ar direc.tidns i� ;� ��. R.'y � � � � -' - FROM MEGHf�NIGAL � � � � _ _ � ' � � � � � � ` I��� regarding design lntent u�here it ia altered by exiatin� Gonditions or where L.��T� : m .} WINDOY�t TO BE � - .- m � , \ ' � � � � � 10 FZOOM B�LOW REMOV�D ��,,,J� z � � � � � ( neglected in the document�. m , , GLU��T 4. 5hauld a conflict occur in or between drawing�and �pecifiGation5, the � �� � ���" S'-Sf2"�I.I.F. � � t � �-�1' � �� � �pecificatiQnS �hall take precedence, uniea5 a written deci5ion from the �q, , 'd' _ 1HR �IRE 1�P.TED d► � - �. � _ �p�� .- PLUE GH,�.raE `s�- "r- � �, � _ � ' ArchiteGt ha� been obtained u�hich d��Gribes a clariPicatian or a(ternate method �x ry � ( ; NEW WINDOW IN - � `p e� � � ( � ( r 5. Dime�Sionserial5. � � ;� � � m �s0 ' � I N�W L.OGhTION � 1"�.IT�T�T�� � - - � �XISTIIVG PLUE ��./ �` - � ,� ' - - � ���-��-�-�y�� N - v Ft20M 5.1. ,411 dimensian�take }arecedence aver �caled dimensians. � `� Y ��s � � FROM NEW � �. MEGH,�KIGf�L 5.2. A�II plan dimensians are tcs Face of Goncrete, face cs��tud, and center line � � � � �^�, ,� - �IR�fi�LAG�BELt�N4 a � � RDOM BELOYV af columnrY�eam, U.O.ht. ,,.-j � � ' i i PROVID��LAT / _ - � _ 5.3. Pfoor to Pioor dimen�ions are From top oP plywood �ubsurFace to top of� :. ^ _ — ,< - - - - - - ,:wri...M.�,a,..j..>�...<.>..�.,�..<.._:.n�.. :..<: .«::,...,<�:r..,:�,. .,..�. �...; . , . , �, ... z�'.:�.��:�.,...�...:z, — �j t�.j , �;�..n.�:.>.,�,.�.�.,>:-.>? plywoad 5ub5urface, U O N ..�... M . � �. �..� �.d:r�......:..:..�:�.�..:.:...,..�.:,�..4 `°� GEILIhtC�ABOY� � - - - - - �- --�-�� , 4` . "'� _ �h _.--.._.°• � ` ry 5.4. veri�y in field (V.I.F.)�il exi�ting cc�ndition� dfinen�ions, lacation5 and 5ite � /'"� � f � GLl.�S�T� 8'-O" �� +r z , �URR-UUT �? 3"-`��2�� � j ( � � _ 1� _ � �� � z. � '" � � ( ( � m`v� �� conditian� prior to neu� con�tructiorr. �,.,1 � fi-RC�lIDE Rr�415Et7 z � + �;; � 6. The G.G. yhali 5ubmit�amples of any mater�als prapc�5ed for substltution to the ('� EJCT�RIC�R i^l�h�L ;< + � - - - � ., - �, ,. ---�- - - -�- -- -1 � � '.I'� �, Y.� � �G>R SHOY�R �; l � � ,�; PLOOR ABOVE � � � �� � ,� �, architect far review and approval before the urork i� to be per�'ormed. Work PLUMBINC� ( � � � � Q ` NEW STAIR � � �!--. �,� � shall conform ta the approved �ample�. r�'��""" - - - - - - -- � ���� ( � � �j,� ry�� QP�htiNG IN ���T O� - `r `"� 1HR �IR� '►. The G.G. shall submit rec{uired �hop drawing�ta the P�rchitect�For review�nd ' `� ISTING PLOOR LO�T ABC?VE _,C'J RA�T�p �LUE approval before the work i5 to be perfc�rmed.YVc�rk shali con�orm to the /^�/ � , , :; '� _; � � � ( � ( ( �� iv <: �'" � GHA�E approved ahop dr�uin�5. ���t� � `A T�'? S�L�'7Y�1 � � � � �a ...��._.. -� � .,,..._...........:..........:. ....................:... ;� ( � �Y MONE55EN 4�_�,S � ;.�.wv.._.... �...��,..�.a...; 8. The �.G. 5hall be re5pon5ibie for the safety and care oP adjacent propertie� � EJCISTINC� LOW ; ' ��t„t��y �` ; ��_3�� : s � during c.on5tructian, for compliance with Federal and �tate c;?.S.H.A. r�gulatian�, � '� ; I ( I °�'-�°I Y�.I.P. E?CI TINGI I ` NEYV WI1�iDOW " "ARLINGTON LEFT � 4� W,AL_L TO B� : EXISTINt� DUOR. ;� �,. , � ' : � and for the protection of all work until it is delivered compieted to the auner. �� �- •- �.(7 REMOVEI7 � I I I 1 � � . ra B� � , ; GQRNER D�IC�NER �-�° ..�. ; � 3 ................ . � R�GT ` ' q. The G.G. �hail verlfy and coordinate ali openin s thraugh floQr�,c.eiling�, and t1'� � C'r'7 � �„�;' ,�^� ;�����°�W'�" F��....�_�._,.,,.,,�,., .,�,,_;�,�":: �JCISTINt� wall5 with ali A�rchitectural, Structural, Mechanc al, Piumbing, and Elec.trical C� (j � ' I � � ` I � :r� �� � DI VEAtT � � ... � a���V� REMUYEt7 � FIR�PL.,4GE" ;� WINDOW TU BE �. dr�uing5. •� h. � FLG�OR ARE,�TG� � ;� ( � ( � � " L��� - ..; >_,...�: ir � ( j �: � � � s L V ��� R�PLAG�D � ��'�� $ � 10. The job site�haq be maintained in a clean, orderiy condition, fr�e a�debris and � � ^� �, �� ix�i�.��n r: � � t :I �I � # _ �, � : 4 ���1�� �: � :=M. ti�� ������ �� ��� :� : } � � � � � � :> �„ ; : .N� � : � , .,.,v ....� � � �� � ��p���. �w�, litter, and shaii not be unreasanably encumbered. Each 5ub-Gantractor�haii � � ' � �p � � � � � ( � ' � :) � � � _ -� � � � :� w. ��"�����,� �t � .� ��"` ��� remove aIl tra�h and debris as caf re5ult af hi�/her c�peration upon compietion af � .�..�. `� � ("y a � � .- �� �.�� � ���7 �� °: �,�° his/her�uork. � � � �- �a,5r�-r�a-r�i►a� I f �I I :I I I I �� �: � �� �' -� �._�� I `' �__.��.�.�.._ : � � ��� �,:��;��� -���,��:��u�, F� � .�– dS ..� ` �� � \ ` ' w 1. The C�.G. �hall perform ail hase�aP con�truction �uGh that ai! new canst,ruction � °""s 1NDIG,�T�S 16' : � � : ( ,... m�, � :; O m ; . : _..........�.w_,._�: ( :: � � � 1 � � : � � s� � � � : t ; '� �X15TING _� _ � €� ;: � „ � j� � fit5 flu5h and seamie��ly wt h adJacent existing cond�tion5, and shal! not (� �1' Q} � ��ov��i�»w�a � � u� �° :; ,�.����;��:�� . - � , � � � ` , _�� � �, endanger any existing Gonditions ar other work. > C�I �'j�y � ��ac����.ow � l I ( I : � ( sl ( I;�.�._.. �� 3: wir�vow-rQ a� ._�: .. � :� .�..... .....v � �-- t � ; EJ41871uG WINDC?W R��,��� ; � �. �� �..12. The G.G.shall provid� all nece��ary blocking. backing, and framing for light � > � '� �p " � ` ` ' � � { ( � �� :� � �; � ' ° ; � ....... 5 �';� s�; ...,a��.�, �,,,,.. . .... ...., : .. ...............` , TU BE REMOV�i? "► .,,..� �.�„` � , � .- ....°......� � ; � fixtures, electrical unit�,I�.G. eq.uipment, reces�ed item5,and a11 ather item� a� � � �V? � �-- k I 1 :I I I: � . ?' I � � . . �...�.�.� �`� � � ����P �,�..�,.. reauirea. � p Z� �, oc) . __�:�'�.�� } , ��� � ���� .,. 1� � . . ; : >. : . �. � :: � 13. Pravide�moke detectors in accordance with the 200a IIZG. : ... �. ;t *� �� � � � � :�...rw...............m..... � � .. ,.....x �: : ; >: � ; : � �.v.�...., _....._., PROYIDE NEY`i FLUSH 1�F � �r'�+� � � � � � � ,�._....,,. EXI�TING BEAMS ; : '� '.'.: €.�...w ::':......................... � HEAD�R � �X15TfNG . �hlf constructian 5taging, ca»tractor parking and material5 storage �haii be ...... � � � .�I � I I � ._.. __�.._ �...., � v...__...,..�.,v.����.� � :€ � �` ""* �J N .5L ' � °--.� -�. - ` � s� PLOOR R,,�MIhtC� confined to the limit5 af the exi5tin driveway and the immediate erimeter of (,,,� .� � �v� �� A 1 � I ��.-��v. � �I I r � i '2 , ; �:: t a fi t h ii � � ._., , � , • ;� ? t �:: buildin f�.11�G iVlt er orme a� art o his ro e�s a e M : ` ............. ................. �- ; €t............ >E: �VE the exi�tin9 9• � p P f� ,l (} � ,- : �. � : � ............... ,..,,.... ..... .r ( .. .. ......... ....v......J� E; , ; �`�"� ...,•<� �; contained an the projec.t property. r � t''�7 '� F ��.�.... ,..: � � , .,�:..� , � ;, �,t1�� t�� ` � ..............., ........ 1 „ f ' ; ��.,� � I"�l"��t�t ��Y �� g�_��� ; 4 15. Ghanges ta these Gontrac.t Documenta �hall be noted in the field and maintained � t ) � � S '� :.. ... .............. . ( � � 4 ,.,, � ( j } � : ' ; �� � on �ite for the duration af the project For construction observat(on. \�/ CL, tY� LL tT i'' � � � � : f '...�. ; �; NENt WINPOYV � € � � { � ,,;' ' w �C� �i�"'���t'�7� Tt� G�,�� � ...........; � 1b. Utility meker IQGations�o be approved by utility companies. . r• .. . h ( � � / � � � � � ,� .., , v � • � �:::_`:��::.::w:, �.._W�.... \, ., �; ,>; �. 17. r�standard ERW51�blaak water ma�er reader Go b� IocaCed next to utility me�er �� _ � ,........... ... ... .. .... .......�,,... v: . .....w. .. .� - . .,w..,::.� ;�...�. .�.�.:,�,� � i u� .:�......a;..1.�.:�...:��..��*r.s»:?.....,:�.cn.�....,a*..�;<.aux,...�:�a.aa..s. .,�a:kw��„�1,��..vu�.at5.«�.wa..k,,�.x3uavz.�.��x; _ �OG'd�'.IfJ119 �O bP. �"P."dG�{ �I"��YI BdCh C'�I"VP. 'dl� � . .,E� _ . � � .w.......w........................�,.,....,_...........,., _....._:......... _ .. .. .. ... ._........ . .. .. . ..._.. ..... .. _ ._.... .. ......wx� %. ,.;..r �.,. ..r�.. . . .;�..� ,�.,o.u . .t,�:...�x ;,,�:e.�;.t�.: .. ... ..� :,....::.,,..:...<. .:,.�.�;, �� .�.....,.' .�..�� � . ;� E......., `�.,,... ......m..,}: ............. , • ' . . . .� £..^�^.................1;., � ..»...µ� � � � � � � � - E N i 's , �� E� i e....... : . a �.�»........�...€.........n,. _ � � Q E � .�.�...W�.W� �...�.....m...�rv_..�.�_.� .... �..�.�..� 4 �i5-rix�noaR ;� t �� i TO 8� ABQYE ItBO E '� ` ' R�PI�4G�D EXiSTING DOOR Tt� � $ � t wir�+ r��w 5 BE REMC7*!ED � E M�G�'T�� b� WINDOW �1) L.fk1'ER fa" l"Yf'E ��X�� l7YVB�AGH 91I7E QP �j NEW RIOR STUI�WALL E?CISTING i �XISTING � ������M � � �Q� ' YVINDOWS TU WINDOW TO BE. E . BE fZEf'1}tGEi? REfi'I.AG�D i � : i NEW�LOfkl"INC� WOG'?D D�GiC Ot�!TQP 6 .�.....�.........�.�.....�................�.�.......�.�.s' 5 G?F EXISTIN�WATE1�f'Rc?O� PL.�T � Q RQOP.• INraT,hLL NEIN PRC?'f'EGTIV� Q Q y�� A� 10'-5" `� �5�`'a"U£�' �a'�� d1 Bf�FZRIER c�N E.>419TING R40�SUR�,4G� � `� I"11'��T�� .- � � �� ` ` �,,.�..��...��.���° '� HG?A 5ubmi�5ion 03/14l12 V 1 f �(� L-�V �L- � ° .y��,.• .•;� ; i 4 T3RB 5ubmi5sion 44/13/12 :.,�:x..�:���.. �� �xi�-ri�v� pac.� NElN ME"1',4L.RAILItJG TC? N�W METAL RAsILING TC3 ; T4 BE N� ���N�� �� ���� Mt�TGH �XiSTit�G � ; L?emo Fermit C��12�4/12 M,4TGN EXISTING � � REPI..AG�D PR�YlOUS i'R�VIOUS ? , t: WITH NEW {�rGOUSTiG INSUL.A{{T'IJN - �IBERGL�55I3ATT5 RENUYA�TIONS RENOV,4TIOhtS � '�'-� �;���T��� WINDc�W He�A�9ubmi5sion Q5/24/12 � � ��^,�„ "`�6�� ���� Suiiding Permit 06fC?4l12 ;;�. �, 2>c4 STUD WI�L� t� 16°C'�.G. Gonstruction O6/25/12 :: t:: o � - : Q � Reviaion5 oS108/12 '� � � Gonstruation >, f:��. "3;'^:"..`.3.....v � ..3 c?2�`€#*.�`,.a....hz,\x.'.3..::,w.�,v�v:r�x;;wc�r.�z.a�z:z,:z;n�...��.;��w,�a ,�zt��z�:x...:A N:r-���.;.�x;<:sav�;.,;�::•z.ti�:.�.�<.;?�:.:re;<n�. , v`, :..... ....... . .... ........ ... ... .. . .. .. . ^. ...... .......::............... .�...� . ....:.: .. ..... .. ..:....�:�, m -.. ..�. .. .,. ...�:.�..v:;:,,:..,.,.._;,..;...::.. . .. .. ... . ... .. .. ... . . .. ,. � . � _.... . ....... ....._ ....... . .... . . . . . . ... . . . ^.nv . �v�q,,, ..*....i ..,, na}.u,:,Ya.JY'?A�:R:�:c..?.\,J.3...#»....d�vJ.A...ac..:'.'a.`iv.' �i.:Y::;3Y.�A"P.`3.."rh:C�. tw�:R:C>'.`oX:� .,`�;?,<.v;[ti"'vT:';>y w::s�^.::;:;.�'C'3i.3:."`u'vV.^.i4;fyi�:.3.?�.i�u�:iv:s:d�'Yve;: � :�....v..:,v 'Yh1.i�'.. �..`,...r.�,.v�„. .,,v..... ��.,....,.,-,. .. . z`v�..ti=1 n... �:�'..`.. .:.d;Z.t'�... <v�j;=v�.v ,*,���.'.� r*..��..� ,;.,,,.a*s��"�4 .,�.�.. : ,���."��`a 4.�,� `%�3 �'".t,\'�c�'�. Z�13: �� "�4 �: z� ,��„�.��;.,r��..����::�,,�.`�`�,�L_��;.�'�'���,.:�a�L`��.:. ����.»,�:.`�•��.. .,. �., . ;��:'�' ,�.`�.,�„��� .�,������, ^�`� �� ��`�,,����..� � � ax.a.�; .c,..� .z.v��,<.,3�, rx s. �� ,h R8VI51Dt15 *\ � ,'.. � s �r. ;*. �� � ,�, . �; \`� `�� �\ � �-^� ` C;. � � ��t./������ ��IT �' R��ER TD: �� 1 � � GYF'SUM AS�UGI,4TI�N �ILE NC�. WP 3b61 Job nurnber; 1202 �UT'�J' ��� �� ���"c'J' ��� t�� G�-�oa-2c�oq �iR�rzr�i�r��v��r��i�i� Drau�n by: m�� 1 t'����� 1 �V�./f- � �����VT G)V[,i^l�,�� Mtt�tU�tl., PRGE?1 GhBGk�d l?y: mpp ^ � i�/ �/ � Q� �C��.}�, I I I � �� ����G I I I � � prau�ing Title; 5cale: 1 1/2" = 1�-D�� �loor Plan� � I — 5heet Number: 18'-4" 6,_ �� 18�-0�� ��_ �� ,23'_3�� � 23'-8" � � � �� � � .4 � 2 1 � � ,2 1 U�'�''�i�. �L��t`�� �'L.00?�'Z �L.,�1�1 �.OY��i�. �L.�l��. �,L�'3C��: �',L,�1�I � 5cale: 1/4" = 1'-a" � 5cale: 1/4" = 1'-O�� ,� 8 G L7 � 1 2 3 � � ; , ; i ' ' � ; I ; , � � ; i ! # i t i j i ! � � � � � � � �� �� � � ' ; ; ����.��������������������.�������,��������� i � '���`'�. 3 ' , � � 6 �� ...� ' ��.�,��� i � ; � ��`'�� ! � � � �� � � ;� RAISE H�iGHT QP�JCISTING �I ! �"`� ,,i�� � � ' �� � YVIi�lDOW i ` �"� �`�.� " � � 1`*r. 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' � t ryn ....:.......... ........ ......... .....................�..:'H k.��ta I i , <u ,i� I ( ^s,.. i : ; : . ; ; : I! �� , :......: ..... ...... :..:... ....... : C� >. 2_� ........ . :�Q.- ..: a EN�R,�4L �L�GTRf�,4L � LIGHTIN� NOTE�; :_ _..�Q z � : 3, `, . ' ! 1. AT L�e�aT 5�?°lo G»,4LL LIGHTfN!"a PIXTURE�TC,J BE HI�H EFFIGI�1*iGY �� ' , . I� (� � , _ ...€ .. - 2. ELEG"TRIG{�L C?UT�ETS aH4Wh1 �RE GONVEI�tI�NGE C?U�"C.�TS ONLY . C�G M,45T�R TU PRC?VIDE ADDIT1DN,hL G7UTLETS A5 f��QUIREL7 BY CODE. { 3. ,�LL G�PI PIXTURE?"a,4T GUUNI"ER TOP�T4 BE I I I I i i ': S�DR4C?M ` � � Maut�T�v,�-r 4,����.�� � I I �.avipe�uNGTiON s�x� '� � ( I u.o.t�. D BLANK P1.A�TES U TIL ``� 4. AL.L W,hLL SWITGH�S LQG,hTED,�DJ,4GENT TC�YV{NDC7YY5 TO BE MINIMUM I I EGK GO1J RSION 15 (I PROV/�Q �Q ��,�11 � OF 1'-O'�A�W,�,Y FROM YVIt�t7G'Ji^t. �� . , �, „ ..._._.. _,.___� . ...�.:; : � � � �i Q � �....... ....... .....6.., I I I I I I I i �' � � �.n. � I I :... ...... ...... ....... _..... ...... ... I I ..� , I I �� `� �' I��ue D�te . !I % � _ I I �X51TI1�tG FL.}�T R.G?QF I I M STER ���.°.�"`'� � �' Ho,a�u�m���ion OB/14/12 �z` :�.�• N "'"` EQ Q 1I �I T� +Q ` � � 1.�RE3 5ubmis�ian C�4/13t12 II 4 - ` .; I II I I (I I � {t I� �^ '� . �o � �� ,�' � r�em� �erm�t o�i����2 '�. —� ' I ( I( ;' � 2.-�0%2,� ,���� .�� k; �XI�TIi'�lC� HOA�5ubmi5sion a�i2�i�� (� (� ; ,;�"M. �. f; '"p' DEGK Suilding Permit Ob/04/12 �� �� �� �'"-�{," (� � � �, � � " '� �3 ' � ; � `' � � `�' Gon�tructian C76f25112 � I( �+ � .� :�;.�L�.,�:. ..�\`:S'}�`'�i�`°.3�"'>_".'`'.."?. `+. � '.��a �_ �q ..... .r .� v�.'.S�i����'`.Sti,`!v. :..�V�`.i� h.�..y+,.'�.�:..�t.ti � \,'s'�,�h:,; , ..S'v,.�:�`��.'�'�;.'��,. ,r�,';.�;;� '`�,a "�� t."s.�X`;�"^:�;n'��. .�_ ��t: �:,� ;c.,, 4 �.�VI51 YI ...,,. .<c•...,..��.',���'a;a`�.�`'�" a�,: :� �,.ax. ��/�E5/�.'�c , `*,.�,� .�,,..,�r, `�.:��.,.. �� `�...�k�\�.�a�,�`�. '� ^ ;�'s' z:�;;,��:�vx: n,..k..�.��w.u..�.u..k.m O 5 ..,..sy , J .: ,�t > . � >. ... .ti,.., .. ,. ..\„u.-.�^."U..'.�'.'��.'a��.�..��i,��. �?:� .�i`�"',c.�;�fi�`'3 ,�,�<.x>„r,��;,���z :,�:ac..*as�«»:�:.::c:�»� � � i.,..`?..•";,:�.�;,�*. � j"[ _..... o..m�:ia�;..�a;.v c<,�z >. .tcia a�.�.� ... `�>' � .._ .:c>...... :. 'ti��.y .�.. :sS�a�:ccti�v ;...... . ,. . ........._..... �n�<. :� .. ............_................... ......... .. .�x . ♦ v.a\!tiR\UlY.S..Yi':?wXSSa."p�.4'F'fu.....e..C?�.�£C 1�.�:\?h�u;:'t�4�\'<.:: ................ ..... .... �t.. ♦x,v,� }:::fd�:tR"✓-i'�`:+vwY::X*'wyiF.\^.Yh\\::'��.\`�aAU'. �. �. .ux�:xa>�xt�.::r.sti.�zs�aa.,�N. .azx .wK�a�xr< ��;�,...a..<U a;:�r>x>:;ar �.. � GOYlS�I"UG�IOYI` � Revision� �af16112 +^.'I }�.>t K� \ a C � � ;� ,�D.l,�GENT U1�IT ;�; a; ��� �UT51D� O�' PR4,�EGT �� � , � :�; � S�AP� U� 1NC�RK OUTSID� QF fi�i20J�GT �c�b number: ��o,� ��. SGOi�� O�' WC�RK �r�wn by; mpp � I ' � I C I I GheGkBCi by: mpp L�rawing Tit�le: Refefcted Geiling and Lighting L.a�o�t � �I�n� I ���-o�� �,_ ,� 1a�-o° �,_ ,� 5heet Number: 29'-3" � 23'-3" � � �" � 2 1 , `�' 3 2 1 ,���. � U�'�'�R, �,L�I�L �1_C?C7�'. �'l�N� 2 ��i�: �f4�� _ ��-o�� � LUY�l�i� �L1l��L �a...c�C��'. fi'L�C1�l SGale: 1/4 = 1-O QFSic'N CRITERIA• Michaeli Residence Renovation JOB � 1203-05 � �4� � �� � �� � ��� � ��� � �� �� ' �� Roof Live Load ------------------------°-- ---- 8Q psf NEW 13/ax7Ya. LVL SISTERED � / � / � / � t � � � � � ----- TO EXSTG. JOIST W/ 2 � � ,,,., Roof Dead �oad ------------------------------------- 15 psf � �� �,'`�-�. » � '-.� :i.,�t�,��` Floor Live Load -----------------------------°------- 4Q psf ROWS QF 16d NAILS C7 12 �.:��',�aa��o� �,',,�7�, �Ioar Dead Load ------------------------°----------- 15 psf 0.C. W f 5��4" OVERLAP, TYP. I � ��p�,�,�"G���+ �'��°,��„� s�ucTURA� woao�t��. 3 I 1 I 1 � 1 1 I /�" PLYWOOD SHEATHING � � #��h�� ��� .+ �� a. Except where noted otherwisa, ai{ 2" nominal lumber, except studs, shall be Dougips Fir-Larch t '('' ^'-� i / � �` °'�' #2 and better, and all solid timber beams and posts 3" naminai and wider shall be Douglas _ � y ^ _ � � � E^�,� � _._��� -� - ^ _ - � � - � _-�-��� �-���- - � E� E� - -��- - =1_ ���= 1=-� �=�--�-- �- - __ E 4r Fir-Larch #2. a a • • / � � � `��^ � � ��� � � t � � � '���� -� `�� � ( � ( � / / F����� _ ��� b. Studs shall be Stud grode and better Dauglas Fir-Larch ar Hem Fir. � � � � .- I I � � � ( � I ( �«�'�'�'����„�". a BuiitPup pasts shaii consist of�Douglos Fir-Larch or Hem Fir #2 or better 2x4 or 296 studs �� , �� . � . . � j � I I ( I� I � � � ' � � ( � � I I I � � I € � � � I � er lan and shall be nailed to ether with 2 rows of 16d nails C� 6" on center alan each (�� f�' ( ( I � � � � ( � � L stud. � ( d. Built-up beams cansisting of multipie 2x members sholl be nailed together with two rows af � � � � _ _ _ � � _ ` � � I I I � ') ( � � � f � I I ( � � I ( , � 16d nails spaced at 12" on center, ar wfth twa rows of 1 j2° diameter thru-bolts spaced at I I ( � E � � � I I � I I � � (� �ii( 1C�/U4/2�12 24" on center. I I � I � I � C � � � ( �E-JOIST ' e. Top and bottom plates shall be Douglas Fir-�arch or Hem Fir #2 and�etter. PMates placed � � � �� ( � � � � � ( ! ( � I � E -2X12 S C�? 16� �.C. � � Ij�� directly on concrete wulis ar siabs sholl be pressura-tre�ted Hem Fir 2. �~ ( f. Beneath safid or built-up columns noted on pians, b{ocking of areo equivalent to calumn i I ' � � I � ( � I ( " � � ( I � �I � ,� �'` above shall be provided within floor joist spaces and in wail spaces below. Door or window �� y � � I � ' � I I � ( } r`' trimmers consisting of a singie stud do na# require speciai blocking in the joist space. �}. SCALE: 3/4 = 1 -0 � ! ( ( ' ( � � ' � � � � ( { � I � ( �!( � Q3 � g. Except as noted atherwise> minimum naiiing shali be pravided as speci#ied in the Fastening ! � ' � I � _ Scheduie" on the drawings (2009 IBC Tabie 2304.9.i). S1 � I' ( ' I �--� I ( ( � � � � } �j I ���� U7 � d�- h. Bolts used far wood framing connections shali b�e instafled with standard washers and nuts. I � ( � � I I � � � � � � I� ( I ( I I i � I � � � N �t- � i. Unless noted otherwise, steel connectors such as those manufactured by tMe Simpson (�,.,� � Company shall be use�d to join rafters, jaists or beams to other beams at flush-framed � ^ _ _ u- _ � - 4 - _- - - _ ^ = - ` = = s = � = � v I ( I �I � � I � I I � I ' � � I I ( I I � � � � � ( � � SI��ER I�1�Wk� ( { � � ^ conditions. Use aIi s ecifiec3 nails. Connector conditions not otherwise noted shall utilize T e i z �a U or Type NU hangers of fl size specificolly designed far the member supported, as shown in �" � -� �- � � � I I � I � 1 i I � � I � � ' I � � � � �-4- -4- 2xt1- s T E�( TG. �� � � � �� t h e m a n u f a c t u r e r's p u b l i s h e d t a b l e s. C o n t o c t s tr u c t u r al angin eer f pr detaiis as r�quired. D� �Q � I / / I � �j�f � (�(`,, W/�� (a� � C7 � j. Wood nailer plates instalied on steel beams ar concrete waiis for tap-flange hangers shalf be ( I � � I � I �� ( � � I � " ( � � � ��� � �`�1�, E��� � � 4 � ripped to match the width of the wall or beam flange. Nailer plates supporting top flange EXSTG. TOP R � � � I f I � � � � �-- - - - -- - --- - - - - � TRI AL � UN 0 � E- � � Q hangers�from one si de on iy s ha l l be ins ta l le d flus h wi t h t h e fa ce a f wa l l o r b e a m fl o n g e a t � � � � _ � � - � � � T � � f D�� � _ � Z1-�X � �, � _. _ � � � �� Z � � t.L the han er locations. -_ � `� '� k. L a m i n a t e d v e n e e r l u m b e r {L V�) s h a l l h a v e t h e f o l l o w i n g m i n i m u m p r o p e r t i e s: � J -(����� �---��� � �� I � ' � � � i � � �TYP. � , � ( / J N 1. Fiexural stress -- --------°-------------- 260Q psi ��I I`�D � � 2. Modulus of elosticity ----------------------- 1,900�OQ0 psi - - - - - - - - - - � _.._ _ � � _ _ _ ._ � _ _ � ( ( I � � � � / / � � ( � � I � ( � I I � �� I / � � I I ( � ( � ( REINF. EXSTG. JOISTS IN � ( .� 3. Tension parallel ta grain --------------------- 1850 psi - - J _.._ � � T - .'- '- - ..- -" - - - - - - - - - ( � I I I � I � � � � � ( KITCHEN CEILING WHERE EXSTG. � » S � � 4. Ccampression parallel to grain ---------°------ 2310 psi - - - - � � � .= i � ; � - - - - - - - - - � � � t 1 ( ' I f ( \` I 1 t I ( � � 16 �. . �( � � Z � 5. Compression perpendicultir to grain (porallel to glue line) 754 psi �-°) �� � � I I ( ( ( � I MEMBERS ARE COMPROMISED W� � � I I �. � C� �} � 6. Horizontal shear -----------------°------- 285 psi � D ( � I � I I I �,. � � 7. Connection of multiple-member bearns: NEW ZX12'S AS NEEDED `� ( � � t�N. A. Top-loaded beams LVL STllQ PAGK EXSTG. INTERMEDIATE � ` `� ` 2 I � � I � 1 � ( ' � � � I � ( I � � `� � i) For members 12" deep or less, naii each member to the next with 2 rows of PER PLAN WALL �, � � � I I ( I � G(y'' � � � � (2)-13lax9Ya �VL c�� ps � � +fo ,�, x � 16d nQils tit 12" a.c. t 3 f � ii) For members greater thnn 12" deep, nail each member to the next with 3 � � �j� I ( � ( � I 1 I I I 1 � I I I ( � � � ��' �) � -.�/� I � � �p � rows af i6d naiis at 12" o.c. ( � ,- S1 ( I�...`�' � � J B. Side-loaded beams �x � �� � '�`� � 3 SCALE: �/4 = 1 -Q ' � I �v�' �• ( ( � 3 >, B 7YP. r +' a ^ i) For two or fihree membsr beams, nail each member to the next witn 3 rows t (�_`� _ � � �E� W12 14 IN. � � ( i � �� � ��� ._ � �. ..� � .� �J'� 1 �4 16 �V� �,� � -�� � (�' 1 Gl 0:. 7 of 16d nails at 12" o.c. S� �-, - � j V '� � r � � ii} Far four member beams, boit through with 2 rows of }�"� bolts at 12" o.c. � / _ � _ � � � '� � �,. A T P, v � iii) For members cansisting af mare than four members, contact structural '' �� I � I I O I I ( � ( ' � +,,��`y ( � � � P' R � � � engineer. � ' � � ,�� � I -2x12 � � ,,,���...... ...��� i. AII lumber used in canstruction shall have a maximum mois�ure canten# of 19%. - - ( � � �1 � h C� C� ` � � � �� �''z "�.`=-�z �-- - - J�JT R� 'i'r m. Unlsss made af treated or naturally decay-resistant wood, all deck beams and joists wider ROV DE O�f BL G. I / '�" than 1'jz" shali be seaied ❑nd flashed ot the tap surface per architect. � � MU AL BE OW, TYP. � �, � I I ( � t � � i i �°` I J01� S I i � �'P• � I ' n. Drive pins specified on plan shaH be pawder actuated fasteners by Ramse#, Pawers, Hi(ti, or Q � E ! � approved equivalent. Fas#ener and load size shail be determined according to manu#acturers B TYP. . A TYP. ( � � I � � � � QQ�' � � !I � � �" recommendcttions for materiais being attached. � � � � ` � ( �) � ` I � �� � � � � ( � ( �,,,\ ' f Q � � I � 3 � �( � � o. Framing Notes: _ _... � � - � �. � 1. Floor Constructian: ( { � I I � 1 � A. Provide 3j4" thick APA rated Sturdifloor rated at 24" ac., tongue ond groove, ' I � ( � ( I I� I I � I � ( ( � N� � �� � X IN �j)� � exposure 1. Glue and nail panels ta ai! supports w�th 8d nails spaced at 6" along � ' `� I " � � � � � I � ( � � {y N � � panel edges and at i2" alang intermediate supparts. Install sheathing with iong � I I � � !i I 3 � I I �� � I i I � dimension perpendicular ta joists and end joints staggered. EXSTG. JQISTS NEW JpISTS PER I � II � I � ( I � (3�-1�/q. LVL RIPPED TO 3�'2" IN I �1 � � ( � w� Z } � (�` � �� � B. Provide solid blocking between floor joists at aU bearing locations. Blocking materiai gM. PER PL.AN P�AN (BEYt3ND) I � 3 � � WALL FROM FLt?OR-TO-CEI�ING "-' ``' � ( `-' ,.,L � shali match the floor jaist material. 1 /q.x7Yq LVL SISTERED TO EXSTG. p� � � � GENERAt� REQUIREMENTS: I JOISTS W/ (2)-ROWS OF 16d NAILS I I � � � � ( � ( � � �' � 2 SCA�E: 3/�" = 1'-Q" I ( � I � 12 O.0 Wf 5/4 4VERLAP i� � ' I � � I I I I (2)-2x12 � � � I � � � � � � a. Stn.ictural erection and bracing: "Il�s structural drawings iilustrate the completed structure � �"�'�`� with ali elements in their �ncai positions, praperly supparted and braced. The contractor, in ,r�,.� � 0 ( � � �� ���• ( SISTER NEW � x12�s TC� � I " *' the praper sequence, shail provide shoring and braaing as m�y be required during canstructian to aGhieve the finnl completed struc�ure. Confact structurai eng�neer for consulta�ian (not in i � � I � _ � -�f I � � ( � �� ; EXSTG. 2x12' C�? 16" �.C. � � _ � cor�tract) as required. JpISTS NOT SHOWN NOTCNEQ BM. ` -� � �� � I � � � � � � I :,, ,�� b. Dimensions; Ctreck all dimensions agoinst orch'rtectural drawin9s prior to construction. Do FOR C�ARITY PER PLAN � ( � ( I I I 1 � I � � � ( � � � not scale drawings. c. Gonstruction practices: General contractor is responsibie for means, methods, techniques, � 1 sequances and pracedures for construction of #his project. Natify s#ructural engineer of , I � 4 I � I � I ( I I 1 � �, � � I � ( � I � � � � ,1 amissions or conflicts between the workint� drawings and existing conditions. Coordinate ( � ( � I I I ( I I � I �� � � � �0��'1 �^''� � requirements for mechanicalfelectrica!/plumbing penetra#ions through structural elements with � � s1 I � � I I � ( � ( ( �1 � structural engineec Jobsite safety is the sole responsibility of the cantractor. All metnods 1 I I � � � ( I � � ( � � I � us�d for constructian shali be in accordance with the latest editions of the IBC/IRC, ^� � � I 1 � � � � I ( } I � � � d. Details not speeificc�lly shown on the drawings shail be constructed in a mannar similar to the \ �� ( I I I I � I I � ( I ` ( /� ( �cti, I� � ( � _ ` � detaifs that are shown for like conditions. These items shofl be brought to the attention af '� O �`1 � °� the structural en9ineer as soon as possible for appraval. Approvai shail be abtained prior to / �I I � - - I I I I ( / � � r l';�1 �' � � '"� installation. k � � I - � �-� � � ( � � �"1 � e. It is the respansibility of the contractor to cantact the structuraf �ngineer Qt the apprapriate _ � - - - - f / � ' � time to perfarm site o6servation uisits. Observation visi{s to the jobsite by the engineer are �^�� ._ -�- - �- � - g ` B � 3 � -1� X34��L. � � � � for determination of general conformance with the construction documents and shrail not be � I 2}-1 /dx11Y4 � � �` / construed as inspection. NOTCH BM. PER PLAN {2�_2X�� � � I ` � f � ( � -- � � LVL Q• �`� � �2 �- ' � f. Though every effort is made to prouide a comp{ete and clear set afi oonstrt�ct+on documents, TQ PROVIDE FULL � f � � � I � � I I I I � I I ( � � I ( ( � j ' I c i� I � s� � � � � �"� �� `•�.�LJ discre pancies or omissians may occur. Refease of these drowings anticipates caoperation and g R�. � ����Q W TOP R ( I ( I � � � ( , f""w� continued communication between the contractor, architect ond engineer to provide the best � ��■v� possib�e s�ructure. These drawings have been prapared for the use Qf a qualified cantrac#ar HEADER f WALL ( � ( � , I ( I I ( �� � � � ( � ` � � � I ( I ( � � 1 I � N� I � ! � � � I �� � � T � experienced in the construct+on techniques and systams depicted. � � � ""� � � � � t.. g. Exis ting s#ruc�ures: Con trac tar s ha l! be respansi b le for veri f y ing d+m e n si o n s, e l e v a t i a n s, W�NDOW NEADER ■� ~J framing, foundation and anything else that may raffect the work shown an the drawings. ( � I ( � I (�� � � Underp�nning, shoring and bracing of existing s�ructures shall be the responsiaility of the PER PLAN ( � � � � I � I I ' ( �'( I � � I � i � � ( ' I � I I I f � � ( � ( I � � I � i � ( � ,� contractar. BUILT-UP C4L. PER � � P�AN WWDOW HEADER � I � I ( � ( � � ( ( � ( � � I � � I � I I � � ( j I I ( � I � I � � I(�� I � I � I � ��� � � PER PLAN � � SISTER NEW 2x12's TO � I � !� � � ,� I � I � I ( l � I I � EKSTG. 2x12 s C� 16 O.C. �� � I I I � I � � �'� 3 _ � I I I I I I I I � , A�aVE fNT. �pA��. � I , � � ;�- 1 SGA�E. !a." - �'-a" ( I I i (�RO jIDE i ULL) BRi. C� �END�) � I I i � jl s, � � r � � i � iii � i � � i ; � i � 1i � � , � i �� �� , � � ' I I I I I ( I I I ' ' ' , � I I �'I I fl I ; I I c�' � � � � ( � (� � � � � � � � � � � � � � � � � � I � � � � f I I ` � � �� III II ICIII � � � �- � „ � � I I I ,I I I I C � I I I I I 1 ► l '- =I � = _ =1 I I I � ;i I I I � I i �; � � � � � I I I I ! �� I I I 1 �fi I I � a � , � ! � , � � � � +R {�, 2X� � �-`� ► _ _ I I I I I I I I I I � I � � , a � I l 1 I 1 I I I I I c ,l I � 1 I , I I ��, c� � � _ � � � �� �T� �,r � i^ _ �� � � � I ( � 1 � I I � __._ ._..... U _ ,�-�-. �� � I I k i I ( f I ,-�- � -� � �-- .�,c c � � --� ,�,++��- � � � I I I I I I I 1 � I � E ` 1 I I � { ' I I I I I I I I I � ,I I I I I I , � � � ( I � I � 2+s� ��IyJ � ��'� � ( I � I � � I � ( I I i � 1 � � I I! I � ( I � � � �li �-,-- ----. ---- ,- ---- � , � I I I I I I I I � , , - � _ � _ � ..� ,.I I. � 1�4� I I _I I�, � �E , ' ��� � � ( c� � � NOTCH BRG. END C7F EXSTG. BM. �c> � �� - � - � � A��� - -� _ - �._.- :�� � � _�"�� `._ .� ` � ' '���� =�� ��_���� � - A� �° � I � 1 TO A�LOW FUL� BRG. C� SIMPSON �: X 'L� � __ __���� � � � � � ������ .._ � -�_ - - - � � � � ��� �� �«. -- �~� �` �( � j � HANGER. N � � � � � �� � � � ����,����,���`�����°' I� I' �� i � � �� .�--, � � � � !� II � � � i i���, { � � � � � � i ����4� .��,�:��u�������,�� f�� � � � � � � � � � I r � � � � � ( � �� � � � � Q �-- ' ' � � � ; �� d �- Q Q ,,\ �°��° 4 �- � f ,�"� � � � � � � ) � � � � � � � � � ��d�n .� � x. ���x�.. ����� � � � �c� c� � � u � � � ��++�'� , NORTH ,- � r - NORTN .- . � designed by RSS I � __._ -, I � � � � r R SS � � � � � � I � � � X X � � 4 • " _ '-p" 3 2 1 4 SCALE: 1 4" = 1 ,_C}„ 3 2 1 drawn by � �, �W �, I �, �, �, � , S C A LE. 1 j4 1 � , , 1 � � `�' - � +�� � . �_ , � � � - � - � ° � - checked by TDN � � � � ( ( INFILL EX5TG. EXT. �`L +�o`�' ;-'- --� -�- ►- -�-I ��L�.e'T� �X� `� ��,� � A I N �L O C� R �R A M I N G P �A N U P P E I� �L�C� O R �R A �11 I � � P �A � ���u�� � � � I � ( �� o F R W FRAMI(JG; PROGRESS 04 1{�./12 I.� � _._. �. ..� ._._ 1 �_.�._I� PLAN NOTES FOR NEW FRAMING. PLAN NOTES 0 NE I i PERMIT 06 f a4 12 ( I I I � � $3 I��,,.I,, 1. NEW P4STS BE�OW (ORIGINAT(NG FRtJM THIS LEVEL OR ABOVE) ARE INDICATED: ■ 1. EXiST1NG INTERIOR WOOC7 STUD BEARING WRLLS ARE INDICATED 4N P�AN TMUS: � CONST. Q6 Z��1 � �..� �-._-) � � -( � - --- I � "� EXISTING POSTS BEL�W (ORIGINATIhJG FROM THlS LEVEL OR AB�VE) ARE INDICATED: e NEW POSTS BELOW (ORI(NATING FROM THIS LEVEL OR ABOVE) ARE INQICATEQ: � � � p N�N-CONTINUOUS PQSTS FROM A80VE ARE INDICATED; � EXISTING POSTS BELOW ORlGINATING FROM THIS LEVEL OR ABQVE) ARE INDICATED: � REVISEQ C}6�ZS f 1 2 � I ( � � �� � �"� NON-CONTINUOUS POSTS FROM ABOVE ARE INDICATED: � REVfSED 07 31 /12 i� __ � � � �I _._ _._. - �i-�- .�--. - - �.�-�-- - - � � � 2. ALL POSTS ARE LABELED AT THE TOP. SINGLE STUD TRCMMERS THAT DQ NOT REQUIRE BLOCKING BELOW ARE INDICATED; � � == = - � - - � REVISED a8j14 12 (� � � � � �'",���(2}-13/�.x11�/$ L.V��+� i � ���„�6',� 3. (E) REFERS TO EXISTING CONSTRUCTION ( ). 2. ALL POSTS ARE LABELED AT THE TOP. � � /� � ,,� (- - - ---), (N) REFERS TO NEW CONSTRUGTit3N REVISED � U,��4 12 I ( EXSTG. NDR. TO REMAIN. +� �"�, � �� ALL LUMBER CONNECTORS IN DIREGT GONTACT WITH PRESSURE-TREATED LUMBER SNALL HAVE A 3. NEW F�OOR SHEATHING IS 3�4�� T�NGUE AND GR0C7VE APA STl7RDIFL00R, EXP.1, SPAN RA71NG 24 O.C. I � PROVIDE 2x4 STUDS Ca? 12" � �� SIMPSON ZMAX OR HQG FINISH AND SHALL BE ATTACHED WITH FASTENERS TNAT ARE GALVANIZED � � Q.C. BENEATH EXST�. HQR. I � PER ASTM A153. C�NTACT ENGINEER FOR ALTERNATE USE OF BARRIER MEMBRANES. 4. WOOD BEAMS AT THIS I�EVEL, EXCERT EXTERIOR HEADERS, ARE FLUSH WITH FLOOR JOIST UNLESS NOTED (DRfJPPED). 5���� � ( � � �) CONNECT{ON SCHEDUI.E TOP FACE JOIST 5. (E) REFERS TO EXISTfNG CONSTRUCTION ( -° °- -°-), (N} REFERS TO NEW C4t�STRUCTION ( }. NQRTH � � � � �� f� �� � � � � L� � SCALE: 1 /4rr - � }-a» a SIMPSON LUS210-2 = t$}-10d �6}-10d � SIMPSON LUS210 (8}-10d (4)-10d PLAN NOTES FOR NEW FRAMING. � SIMPSON L50 - - - 1. EXISTING INTERlOR WOQD STUD BEARING WAL�S ARE INDICATED ON PLAN THUS: O SIMPSON A34 - (8)-8dx1Y2 - NEW POSTS BE�QW {ORIGINATING FROM TNIS LEVE� OR ABOVE) ARE INDICATED: ■ Q SIMPS4N HHUS21Q-4 - (30)-16d (10)-16d EXISTING POSTS BELOW (QRIGINAfiII�G FRQM THIS �EVEL OR ABOVE) ARE INDICATED. � NON-CC7NTINUOUS P4�TS FROM ABOVE ARE INDICATED: � 2. ALL POSTS ARE LABE�ED AT TME TOP. `��g �1 �Q�-�� 3. EXISTING CONSTRUCTIORI IS INQICATEQ THUS (--- - -°-), NEW �ONSTRUCTION IS INDICATED THUS ( ). N � � W���� t—t�� I ��� �'1�1`��� ����� � � fi_' DESCRIPt(t�N St4�� REGOVERI' �?OME�TIC AL'C Ot�tPU�' �t�LL UJEIC�Nt ',� lU � -,.,#�-- � Sl'M. CC-�,41��) IG�xPN) GOND(�`IONS MBN CL88) M,4NU�. � MODE� REM,4RK8 �:��-'L T7�5CR(PTION ;� � t� � � � M1.0 M�CNANIGAL �CN�I�U��� +E 8C1-1�MA1'IG�a ,�— , ^� '� � u.t C��45-�I�D �� ��'r �3fi��4p�0i�I� UJN I t� t�7.m NVAG P�AN � � � � +- ,.,, 1�11-4-1 pOM. f�r4T�fi' N�'C�. `t� 5� ��� �urr �� 998 �'1�X2-�5�'���N � � t..) � � U..l � P2.ta P�.UMBIt�I�: P�,�AN , � . . � � � � �r., M3.�d M�GN,4NfGA� SF'�GIFICATIOh�lS ,�4ND SEQU�NG� O� � � � � � � CaP�RA?IUN '� 1 � �• � � � � � � t� � � �C � � z �-- .� � �X�'�1�15 I Ql�l �',�1'�lfG`� ;� � �'- � � � .. � � �, � S`t'M. S�RV'E� Mt71�NtIt�lC�s ACGEPI'. 1'OTAL M,4NU�. � MOT�EIr t�MARKS ���,�--�r��`�,I�.r�c� ��C���� � � � � � VO�. CC-�.4�5) VOL. tC�s�4�51 � �} � O N�u1 �A� M�tER �aR �o�,�L ��.�XGC7N --C GI-- �AT� �ALu� � � � 1� � cc�r���c�r�v �c��ar� c� a-�� � � �t-1 DO�'I��T{G 5�r'S`C�1"I �'I i�� 2.� �4.� � � �, � r� --�-- c��cK w��v� MBN, 21`I C�N. PROVIDED BY _ _ UJN 18 UTll..ITY GOMPANY. 'tl' '�' —�-- k3,4l�L VALV� ,�.. � � ctj � � � c� c 1 ----K�— PLUC�s C?R 13A��1�lCING� VA1�1t� '�� �- • � � � --{�--' GfRGU(t v�1'TER VA�.Y� �,� � '� � W��� i�. t"t����� �i�►,������� __�� i�fv4fh� YAI..VV� 't�''�� 4� � 1"Q 535 �It�PL,�„G� L' +- ANR B8G2 a'tU�3 uNl�r 5�5 5"°rMM. MANU�. MoD�L PGI CoNN�CTION �(X'Ct�R� --���- "tEMP Cvu'tRa1� Y,4�.v� 1Zc71�� v,4�.v�1 �eai � 51''MSOL 81ZE tlM.) UN(�' i�,4tINCx ---IG�}— Pk'.���aURE REDUGINGa YAL.V� � PC.701.. n �� �vA���'Y i�Ll�� YA1..V� � �Q��-��s � C� � 1 � ` .� UJN�4-r4 W�TtS �-r4 �4 31�4 1-11 '��/ ,��� v�N�` � � 535 �"`° GOR� DR(L� CMU WA�� �OR ___=Z.�_ PR��SUi�-7�M�'�i�4tt�"fi�?� '�,4i~ u�t n NEU7 PIPE. �vE,4� ANNU1..�4�: c,� G7t��'�it�� M�C1-1 RC?C�M �PACE AS RE�2UIREL7. �_� 1'N�i�MC?ME'fER � 1�1 C� f Ol�l �C� l� 0° AQU�as-r,��r , � � i ����� ��� � �� �� —1 ( I— PIPE UNIOT�! � _ � U1A�'�R NA1~1MER - - - pC?1�IE�`CIC GC,�Lta U1A�'�R Ct7CUJ) � � �IXtURE ,48i�EV1,4tI4N NUJ CU1 U1A87� YENt �4RR�870R �. _ _..�. pOM�S"�(C Nc�`� U1,41"��2 IUNlU1 � O � � K(1'CN�N 51NK WITH CxARBACxE UISPOSER � DfSNlU1-�S�-{ER fG.S. UJ1C�z.D. � D.IU. 112�� 1/2�� 2�� i-1I2�� U1N,4-A - 14�----- pOMEB�'I� NC?t UJ,4�'Ef� llUl �"�Mi�� � � !' " '� " C�4`C D.U1. D�-1UJ� �'� �. Q ��� �Q�� .�____._._ DC»'i. 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M� � � � ,� �� E � � „ � � �� � ��� � � � � i � ii ii ii ii � �����.1��.2��� � � 1 �' ���..� � � - I I 1 � � I I I I ��� s ,. � � � p c�INING � � I I I � � I I � I I {����°`����--�.�,� � � �.iv�NC I I I I <� � ��; .��� � ����„�� �� � � f I I I I I ��-��.��..,,,�.�,�.�� �� ,�, I I I I � ► I I I I � � '� I I I I � � I I I �,, ��.E-j � � � II fl ( � 11 I1 � � z � I I I I I I ► � I I C i ,�y►� �` � � �� �t -i 1 I I � I �r�■�/ � w x � —� I I I I� I I �,�,..,,� � ? +- � II 1 ! � ► I I �,.� � g — — — — � B � v � T � � � i i i � i i i � � � � � i � I � � � i � � �'� �-�!- z u�i .� , I I (ssued �or � � �� ��,� } MASTER 3 I Nc>. 1�ate Gcamttlent lZl.t � BEDROOM �ca' �1' -1 � I I 1 ( � 1 5l25112 GOC?i�Dli*lA'C(c�l�t ltt �- � I � � I Z �'a14112 i�ERF'I(�` � � � I � 3 t`a12511� GC�NSTRUCtf ON � t=- � I � �4 9/111i2 f�VlS(c�N 1 � Q ! � � � � � � �-- i I i I I I I ! I I � � � I � � �- � EXISTING � ( � �" DECK MASTER , ( � � BATH � ' � 'd 3.5' �t� I I � � � � I I � � � I � � 1 1 ( � +�_-- � C � � a I_ _ __. � _ � __ � � � � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � � _ A � U A _ _ p � — — A A — a � . . . . � � ��ur����� � � ���� � � � c � � i � i � � � � i � i � ��� � � � �� �� ��--���� �--��� ���� �'��� ��� �c��-r� � � �` � 1 �� � 1 � � i . Pro ect Nc�. �ca le: � � p � � �� 1 � � c I � � � � i����.�� lr��� = ��_��� o ,� � r�rau�n �y: c.h�ck�c� �y= n � � J,�4N �J+� � � � z � �! s � � 4 3 2 1 � � • � Q � 4 1`�� il`� �� � � 3 2 1 ��� � � � � � � �� , , . Sequence of Operation `�' han�cal S ec�fications ;� � Mec �a � � � '� ���e�,�� 26. PEX piping shall be supported by continuous cradles supplied by the manufacturer. 1. WH-1 Gas Water Heater cv � a. Cras water heater shall be controlled by integral aquastat and contro�s to xnaintain tank temperature of 140°F � � � � 1. Iminediately notify the Engineer of any discrepancies. 27.Cas Piping - Schedule 40 black steel pipe, 1541b. malleable iran screwed fittings on above ground pipe. CSST (�d��. � � � � pipe is prohibited entirely. '� are ex erienced and thorau hl knowledgeable in their respective 2. Space Heatin� � � ractors Y nted heatin ther�nostat lacated in '� � � � 2, It sllall be assumed that all subcont p g areas c�f the canstruction industry and shall perfornl in a responsible manner in an apprapriate constructian 2$.C`xas Valves - Lubricated plug valve 1751b, W.O.G. iron screwed or flanged. a. FTE-i finned tube eiements shall be controlled by associated wa mou g � � � � each zone. TK.-1 toe-kick heater shall be included on tlle zone served witl� Tl thermc�stat. � ., sequence. 29.Copper pipe Valves and Specialties; b. Upon a call for heat fram a wall mounted thermastat, the associated 2-way con�rol valv� shall open ta flow � � � �`-' ' field rior to commencement af work. heater(s}. ' � 3, I?c+ not scale drawings. Verify dimensions in p � G ate Valves: Bronze, Class 125, 2001b. W.O.G. ;� '`� � � z • • ' ' ' e tablish a standard of uali . The Engineer reserves the Ball Valves. Bronze, Class 125, 200 lb. W.Q.G. 4. EF-� Exhaust Fans � � 4. It�s th� rnten�af th�se draw�ngs and specxfications ta s q tY '� � � flected herein. Check Valves: Bronze, Class 125, 2Q0 lb. W.O,G. a. EF-I bath e�aust fans shall each be contralied by a separate an/off wall switch. ,� � � � w right to take exceptions ta approve methods and mate:rials not re ; Balancing Valves: 125 psig w.p. far 250F service tight shut-off, Illinois dual-purpase,balancingishut-aff � ted as a reason to substitute valve, Hoffman, Sarca, or equivalent. � � � � � � 5. F a i l u r e t o o r d e r, o r r e l e a s e o r d e r, f a r m a t e r i a l s a n d/a r e q u i p n�e n t w i l l n o t b e a c c e p � taliat'ran methods. � � � Q aiternate materials, equipment, or ins � 30. Refer to Fixture Connection Scheduie for pipe sizes to individual fixtures. � 6� � �` M Wark shall be erf'ormed in a workmanlike manner to th� satisfactian of the Arc�itect & the Engineer, '� � � � 6. p 31. Support pipe with rad and clevis or clamps. No pipe tape allowed, �� � � � rado and . . . �� � 7. Labor, materials, and equipment shall conform to the latest applicable editic�ns of lacal, State of C�1Q , �`� (� � lications exists the m4st strin ent re uirement 32.Dielectric Unions - Furnish and install a dielectric union at all connections where non-ferrous matenal ls m � National Cades and ordinances. If conflict between tlxose pub , � q � � � �- ��a�� �p���. cantact with ferrous material and fluid in nat protected with carrosion inhibitors. 6� � w "tems chan e arders alterations, 33. Grade and valve all heating water piping with 3/4" hose end valves to permit drainage of tlae system. Vent all � '� 8. Provide rec�rd drawings to architect. Drawings shall include all addendum x , g > � r�-routings, etc. high paints in equipment roam� as necessary with automatic air vents p�ped to conven�ent drain. All high pQints ���� in system autside of equipment rooms with manual air vents as required to relieve air in the system. � O 9. The dxawings show the intent of the mechanical systems but do n�t show all details required. It is the � responsibility ofthe Contractors tt� install complete & operable systems, which confom�to the manufacturers' 34. Frovide plastic grommets on all heating water piping passing through woad joists and studs. � u�i installations i�structions & industry standards, 3S. Install plumbing clean-auts as required by applicable codes. � 10. Systems shall be tested for proper operatian. If tests shaw work is defective, Contractc�r shail make eorrections � necessary at no cost to Uwner. Ductwork � z '� _ 11. It is the Contractors' and manufacturers' responsibility to �ssure themselves that the code authorities will approve 36. Duct sizes shown on drawings are outside {sheet metal) duct dimensions. Q � � � any product to be installed on the project. � Q 3 7. A l l d u c t w a r k s h a l l b e s e a l e d a i r t i g ht with duct mastic. Where duct ta pe is used, it shall be listed and labeled in +- � � 12. S stems shall be professionally lab�led. Piping shall be �abeled with calor caded cammercial grade labels accardance with UL 181. ��"'�# �- � Y x n d x c a t x n g p i p i n g s e r vice and flow direction. E qui pment, pum ps an d va lves s ha 1 1 be 1a be le d wi t h eng r a v e d � � e n t(v a l v e s c h e d u l e s h a l i b e r a v i d e d a n d m a u n t e d a n t h e m e G h a n z c a X r o o m 3�. Pravi de l l 4"" ga lvanize d m e s h s G r e e n a n a l I c a m b u s t z c�n a i r d u c t s a r o p e n i n g s. �� � +�- �` p l a s t�c o r m e t a l t a g s a n d a n e q u i p m p wal�. Equipment labeis shall follow the same nomenclature as the mechanical drawings. � -� � 39.Seal al1 ductwo r k j o i n t s a n d v ap Q r b a r r i er penetrations at all exteriar walls. ��� � � �1 p 13. Coordinate architectural, structural, electrieai, and f'rre protection drawings with mechanical drawings prior ta "� � � Z U . 4 0.P r o v i d e b a c k d r a f t d a m p e r s a t a n y a n d a l l d u c t w o r k p e n e t r a t i a n s t h r a u g h ext eriar wall {exce pt outside air and ��"1 � �nstallatio�. �� � 4 cambustion air ductwork). � ea m s c o l u m n s a n d e x i s t i n e u i m e n t. , � � � � � 1 4. O f f s e t p i p i n g, d u c t w o r k, �t c. a s n e c e s s a r y t o a c c Q m m o d a t e s t r u c t u r e, b , , � q p 41.All dzyer vents and bathroom e�iaust ducts s ha l l be 4" ga lvanize d roun d (u n l e s s n a t e d o t h e r w i s e}. A 1 2" s e c t i o n � � � p � Remodel llemolition & ITnforeseen Canditians af flex duct is perm�tted for final connection to the fan. �/.t � � � � ' _ � � 15. Visit site rior to bid and verify the conditians. Include in the bid, casts required to make work meet existing 42.Sheet metal and fittings to be pursuant ta SMACNA and ASHRAE standards. �L� � z p ��y � �- conditions, whether indicated or not. �� `� 43.All ducts shal�be 26 gauge minimum. Duct gauge and construction shall conform to SMACNA HVA� Duct M'" � � � � 1 b. Provide mechanical demalition required. Refer to architectural demolxtzon drawrngs for location and extent of Constaructian Standards. �„�,.,,� a z demolitian re uired. Visit site prior tc�bid to det�rmine extent of work invalved. Provide labor and materiais as � � � �! « � d/or r�store continui of service to existing systems. 44,Seal off all ducts during construction. � � required to maintain an ty ; �'j,�, � � � . �� � for remodel renavation andior rehabilitation requ%res that certain assumptians be made Contrais �� � ►�- 17. In as x��ucl� as design , � regarding existing conditions and because same of these assumptions cannot be verified without destroying � '� e or serviceable ortions of the building, the Engineer cannot assure the Owner or the 45.Mount all thermostats 5'-0" above finished flaor. � � w otherwise adequat P . ti n . ._ � � � t at the rafessionai cansultin services herern encompass all contingenci�s. Field coordxna o �,�� Gon�ractor h p � during construction is imperative. Cantractors bidding this work must make reasonable allawanees for unseen 46.Thermastats shall nat be installed above heat emitting equipment. Do not mount an exterior vcralls. �`���� �� ���� � w �hould `znclude associated allowances in their bids noted as such. � ��������� ����� ����� ��ri/ � � � c�nditions and s 47.All thermostats shall have a temperatuxe range suitable for the application an� have adjustal�le set points. The ����� r �� � � ' in to be reconr�ected to new or existin thermostats shall be able ta display temperaiure setpoint and room temperature. All thermastats shall be ~� � 18. Be respansible to field verify existing equipme�t or ductwork remaxn g � ���s��� �- � � � � systems. Provide ductwark, piping, controls, diffusers, etc., as required to restore cantinuity t� system(s}, apProved by the Owner. � . _ � � �'° � ,� � . 48,See Se uenee of(a eration far additional control informatit�n. ���9 �� ��.�t.�� t� p`�r_ 19. All removed piping, ductwork, equipment, etc. are ta be disposed of by Contractor unless noted atherwrse. q p 20.New hot and co�d water branches to be routed from nearest hat water and �old water of line size equal to or Z � ranch - ical. Issued �ar � greater than new b typ � � lwto, taate Comm�nt u�s � Insulation 1 5125/12 CG�t�RDiNA"�IDN u� �- 2 614112 F'�i�Ml"C +�- w in water and dornestic hot water with U,L. appraved, closed cell foam pipe insulatian. � ���f 12 ����������� � � 21.Insulate a�1 n�w heat g � - lue af 3.0 for all i in . Armaflex or equal. 1 � 9/11112 i�vlsic�N 1 � } z� Minimum R Va p p � o ,� 22.Insula�ion for a11 types of piping shall be carried full size through pipe hangers or pipes shall be supported with �- vib�ation clamps. � � �- � p Pipin � _ � 23.Dc�mestic Hc�t& Cold iping inside buiiding - Type 'L' copper water tube, wrought coppe�r fittings and no lead � � p � �t solder. FEX tubing may alsa be used (no oxygen diffusion barrier necessary)` Unless atherwise nated, p�ping on � O � plans has been sized for copper, and if ASTM PE� piping is used, increase size of piping one nor�linal size from � size shawn on plans, ie. Flans cal� far a 3l�" line & PE� is to be substituted, a 1" PEX line shail�e installed, � � � 24.'t�Vaste & �ent piping inside building: w � � I. soil 'z e and fittin s or hubless, C.I. soil pipe and fittings. Up ���������� � � Waste 1'rnes above grc�und- Standard weight, C. p p , � � ��'�GI�CC,4`CI Jfi�l,�v ,41'*lI� � w z t l l r o u g h 2-1/2" m a y b e s t a�d a r d w e i g h t, ,g a l v a ni z ed steel pi pe with black, C.I. draina ge fittings. ��G2l��fi'�IG� t'�� � _ C?�'���4�'IC�1�1 0 � z Waste lines be�ow grade and all Vent lines for residential may be Schedule 40 ABS-T�WV plastic pipe and 1 i e and - and fittin s ASTM D2665 . t41 � � � f i t t i n g s (A S T M D 2 6 6 1) o r S c l l e d u l e 4 0 P V C D W�p l a s t i c p i p e g { ) 1� P 't h s a l v e n t w el d �oints �s recommended b y the � � � fitti�:gs shall bear NFS-U�VV mark and shall be joined w� a '� manufacturer, [ � � . � u� � er i in - Pi in ma be t e 'L' co er, wrought copper fittings, and no lead solder. PEX tubing � 2S.Heating Wat P p g p g Y Yp l�p Pro,ject No. �aca 1�: � � � may also b� used (with oxygen diffusian barrier}, tJnless otherwise noted, piping on pians has been sized for � 1��3�.�Q� �lt� o � copper, and if PE�piping is used, increase size of piping one nominal size from size shown on plans. ie. Plans � �' � }� ' ' ed a 1" PEX line shall be installed. Drau,n �y: check�d P>y= � � �1 c�ll fc�r /4 pxping & FEX is to be substxtut , Jf4+� SJN � � � � � � � J���.��.� .� � t� � c� � � � ��