Loading...
RC-5-12-771_Plans r � 'UL 11�� 6� IN c �� to .< M mss' =tMIT -�--•�.ter.--,• (,XAqu, r fd �nl 5 rV 5 M• o,�� to -W �� T r�Ntw . n�a ��� /� _ � , T© ��' 0 W � VON TV Cf F _W.. _Ki L -Z. 1 r I ~` I n 10 w OFE -� ( \ 1 ' �k- ---- - - _ -- N G y N� � - � Woo � - - - �� � .____ ----- --- - �� � w l _ _ • ` v C -� ,s N �`� 0. z of lt� - ,� ��•�t� � cam' �N.�` __ _ ----- ,� � - ,__ -. ,��, W/ x� � ( r .~• .. \ Iz 16 5� ��m`+�-mot r � �• .:�� �:° -'' :..�: '•�;•" _ .. _ VW &M) 1 ,( � a." •.��.y'.��\i �.a•� � �G�•ait.Pi1O0 f° Pj,It.7•i� r,f i•• .•w. ?v � iti{. } • a\ _ -- -- - - .. AT 160 Ojr, - x xn � � Nlo l • 4! cly To eoTTal _ x Y UP NAIL Ta L � AT 24.O�G t �,.���1 vu woos stuns Ar ��oo a ' I To r— {I'r�G�k U�I t ¢o Al pCl �J, vita-112 s .t-- ��E$�� Cpl �9�D1 MA BttJD6....• }� �r'J' iV ! • E a ' VU l �� _" _ r ... � S I/2'G'fP 1�1D 4R 1>d � ry, " _ Wbt,) sum l.. _ 1 ' _ _... •IoM sins oR etuos N t TM N & M Corr p,.AT �• i&4 rMU'( Nt• w s anTOF,a rg24 0 00 �G� 1� VE le�"aG woo�a aae� i1E `� �� ' t� (_.. 4�1C�►' r-tws�+P.00R M� a . Ad I ,r2c p �' G rLr TYp �• �I+ 1kL V �_K ICAL NGN 8EA�ING PAR nTION oa 1 U 6.b E N� , 1.z ..�. N I <� Lors �.-8. BLWK 82 _.__� �".." 5 � —�� or 016P KPI Gam« o.ly COW. •• • • ' �A Yea••. \ • WAS L WALL LL CONC E IREi � . �. T t O N 11 I t ___ _o G � O �c� 'I� �� P� X I�S AV.. [�15 ��L ` o 4NIIE A � J A 6 � E`S�/A� Oti� �(�p�C o� IJoj' `ZG /-SNP A Co VbW l N vac or OCT ro�- -1-1440 -^r� �i�� a. CATCH V�lIo ro, W I (V 1.�� �i�-l Imo . -�,C� !5 BASIN ' 1 I u ( ll `., i N � I �► � Q.B7' CURB / �'" 1 Gam•. V �(�1 �'"1 l�Li_. -/•Q" y • `� l--^=�`'']'',{--" "� ' -_' ' I �'`� I - _ � IC.r�l. ../ �,� . _ r' a:aGV'n 1'.•���►:r tti 7��{'. •,a.,y . x4.4�-y TO'} , y �'ti,..yv. ._ati .t�.ti ti .�.r• »r a �� a ��_•„�.. .,: , ...:a-- � ��� ��^• •�i''y •a�l�yj�.r av1 • •awrt���.a�•v aati, w+.rv'7"•'i”�4• i tiy..�.•Y4 a•••.v:p A.P. K�,�� a•w�}ny ' • •fr}Ir �:K..a- •i..h�l.( s rte.�,y haw�/ ♦.... vv �p1iM•i S. '1 T. �..•f•�S %•1•A �•'• � a.;ir ti; . r`j r ,/ r.+ •r ,1 r t •d .a .v r �.t�•If • � �ti.t�.' P• ••. •• • vt.r^�• a•v • r �'�.+ J.' v VJ' �a''°•►'1% '; • i+w�:Iji rv;•�"�a•••i� rj�w��t.•ti: :a'•t F� >Tvv. ..�. •rY�,. a •�,• r•• �-i••'•"•,�� Y yI �►� \ i a i w 4 •t' \ a i �/�/•,i l;,•. .. �� .�'aI � �••/� � � � �I •��y�.el••:����.nh A^L�hr�•u_ N -NE � •'S p•r�K� a�,r h�,tl ra ��n` •a `v iY,�i�•,y i , 1r.•••'••S F,'�r'%T P,'f • i�l'�i l� 4•�h 9 6 t h T R E E T°-. �� •�•C+ a \. a y� ;-. •a Y ► • 'L•RP � f I jl�y' (.56--EE .�1-+ � /� I _. r..:•;•r '�'4 ,,��Sr-�� ..r a.a ..aid:a},.7'\,T�1•r�• ayrn p •••a`a• t s• ••.:y-�' Pta , • G� E 0, lam! �,r-.•' E �..1 Z f;-,>r, `.'o �'�' Ir "�•�:.'.��••'`.0 j,��'t, hr.}7v r•`�•a}.���•(•�•l`�•� {;+rte /'V •l .;�'fr�7.�py.�>� 'f✓�y�i i r••t(4•l}:a1, t y�'•i•.,�•:i�•i i r a..~ .. ) I.w M�ny�.�r•�.f-,�:.4�Yr��'�i��'•��,t.�`-/� •a'h•f• a 1lJx Tr •.ar •aW YNS r+Y �.a•v ti♦ v%C.�•a Z:•���r4�•..r.M � . 1 J,:p••• •a: •• e..•=P Lrti�;a�a.ry •4r•� '� r.Yr•� %� T� � i'rl;f•;r�• W fa t�n •} .r,`a.ay te�,•�`,Y' r •M�'ra. l; ti, 'M}. .f. .�• � h 1 a 'Ir. 1 r L w •�•. •G ti 4 .y ah.••'11.•C},•• a ;:A..'�v ,••, �,r�•\Ja• .r'A!•,�•�.a�.=� ,r..r v':••.ti .• 1 '.,-a'� •'�:. .,lt i,A,• Y•H''r .}•: r. �t a.r rf r• r. \�5�.6...�M•Q• a+a , •P V t,�•. W .•�,.'ha r.+j,. a�r. r\n• /•va•. r. 7 4w t,�i.•• �r.:t� '{"•.L v� n \... ...y.'r1.' f •vl:t\ •.r'yt a_r \"�`r:� • a �• a._v•t' ✓♦ a �• t • �• 7 , \r•P .• a r t \..- �D 21{��MftJ ',���'_/j��••`�1 ��)) .•y�� //^ I• 'J • r \. A. r,ar. �' Z ti \' a.a• �•O•,�v' ..}..• •y:,.,. W/�� � / � w G, � � �. /� � .a. :_•,u uy l: .r.. v a.�i�`'�'��•' •a.M�x:'�, ;/'a�•�� 1 y�Lw.F Y �6\ v L* � Ste.' Yha` . �cTa!"!I ' / .Y: u � U �"I�WI VN�'�{ I 11..E •�-,y� ri �"' of �p,d Co ( ��t.�P1lUC ,41y�11 GbL ,pao YYU �1�, � c U v-� a� N ��� VOO(lr-7 v �` � � �' 1_ , ,'6�•-'--C- it'd--� �.. 1 , y� ► t <-`E- cp r. - -� �� L�[- �,,�� y, is W�� ,o ' 2.�� �wni I- der PLAN,- • � r • - --- vl r1- h � �To 5 L: I' ---- ;* _ h�`1� ����5 19 ,A- ����. ��.� M� awe 1'�5�. f I l Cr d cx �tw TW15 f"ENWIT GARA O 9 ctbs IL s TO A 'TH16 Vog[< J ban � ' - _ � 'S _ - a V L`�C l l4Gr'rJOo l-.l-- - Val L N��'�V�' W 2 F N - �, 1 U WA�hO ff RK�"Cq6r-fAtl I Wc;p�vl Z :E < C~' \/( �. CQ.o 1 l r. All X r:21 � . W , , �� X45 � S v t Wt E Gtr s �tllrL._. o_ P n �� a �► of 1 f< wry. L c s Caw 1-t�' '. �� ��,,. .4 �%o NOTE W IL Q - - w �, LLL 0 --- - - g ;_ ►� r. `�' = j ` v \ P w SID ' �tor� o!��NCT._ Ill a- r� _. 4 Vr~ �w , - `,� R J J 04tN j Coy S t µ�'#��: u� uw •� ` ,� `FUND 1�tlN.t� t C >Sf ; GtSGr - ri Gp ALLOW G7 T _ '` u �� �t A.1 6 cep � �Go I Vtrot; wdy.3pr. W I d pf S 1� in : - - : _ , I Qa � ., fl MOTM5 AND, ocofe's" fz��tjcv A�L cxTT-4or Wa4wWS pw pCtS RGr To ti"�t''�GT' 'CVG c, Vv 1AI n C+�ICAL WOW 114( :5 ��EKktjrW tN��" 0H o f A-Put. C coc tG b� -� -i �rcx ,,,, f .S n • O dra N. of .sheets - CvM s OTA TO Aq- AC. mss M - - _ s� e� NUJ ,12 --- I� (S W �1.. 4^-V P C 1 X �""`N -6 D �6 L•-t I��" /N- �9V� � ,p 2[� o I� 1 A 1" � 4L- (n n �� � G � l X200 - New ws uv�uav w �c�,� ® w� op 1,01.1 4p e-,-1 -VVCTU� S' T belt 5I'(� �- U) �v v� A s 5 tT -� lots `.a y fl � __. . ltJ J`; 0 �►'� f # '[ `� �Jd l w TIC a - LE - -__ 0 Ula r2 I- � �U G _ '� St �-r� =1N p.Gv� C'°� W � � r >�; INCA �tiu�� _ -- - _'�-- - -- v �p N I 0 or _. ---- �� � �k?_w�w► �� � CGS T N 4CV C F � w LL t , -- -- a tai I'r• 01.E4 -}- �4 �• LL 0 o A 111 N vt� ��... [—�LEVA-t � � � ' � �.wr T V�� I O T �. V � C � ��E7� �c•1 �r 1r r,%r a•..•a.t �• .,-• �� ..rr�•'t. '•, .r .a_i a_•.i •..�1• �: t•• r ••. .......;a .r i n r _ � ON ,/ �«3®�I�$� Q� Tr�P•{ ;Y• �4 S, stir«•i' :1 ti'•• •�. ^•.'is ��!..,r r. r` •� 10 4AL. ' 4 � � pR •` i♦, i. •p .. i'a, ;� tit �/�)��y) ••f a �i . . � [l •,•-w.•;,+.ri �I �`�i BT�P$. �.-.a• •.� v ♦. �- ��J��YV1 �� �='-t•! i� rij�•' ..r."• •'� w'► ..` y r� «•�� ��I 1 - V �� �I 1 AT 16t Ori. .' _ •�t e V2'G'TP'w X X D Y�1�-G�'n ��� 9 N i -- T ° ��R .a�. - ns��rAlr �, 4' � `'day a� TO 0OTTom x ✓i YAY r fl ,a�. 4 2 � � � S 0 /Tore) .- �---uv cot-o-tor�riaii�s � � :�s _. GS G�l"'J V�I""�L �Z eOLVoVS AT 24.OG LOT -�t ^Ncs �� �¢"r��N �u �7.0� u �v :r1' . t n 1 2X4 U;CD 6T�6 AT (G"o .'LO { V To '� xt uE�` z E ( 3-51W 29 GA METAL Wtbb 4 1 � I 1 r � (� V 1 `" ■."�`! � �• w WWI) W�/S ��.��� 4'U t�Gl, i V2'oy).�3D CR f7J rV f .o� . � - •aoTU s+�s c�aTU�s�s�� �iN IN� <N Ctc� L n.,.�., �w T �vr�= N IAN 4 P.T.130TT D PLAT S /4` FA$�To COW $LA �' 18.4' 0 uV a CW NAILS AT 24'0r—cq� Wk*qf16t4xvAa*AT [00,o, p� WOOD BABA � S7f El•E �`Z+a di +F-+� ���. ' - , � Pn�usN a.ovR MATEwAL .. .• i I .; 4a Cow .••'•r 7� �w N CL Q _ pLr °� G G TYPICAL NON BEARING PARTI110N oo _ T �- ?�, � �p �-- - . . • C4 fors 7 07 s.� � N�• .. .. ... -_ l Vail 'r{]r 13LOU S2 f1••• -- - WA , "CA om —01 CONIC. CONC, �,� WALL � CONCRETE IRE �. VAT l N - �-•- ,( S C� i �A � x J I�S f��. 110!,'U( r/"tZiAL. To { /� pA N IV 43 ur �, CC, S/ •'��; ;L/�.o0 t tJ41��r '.;;ui�; L ; �J:,'•i ,^{•: f a;�,:• L�.+�a'�`.. /v� _)OW CATCH f7(Z brl ` (. �'4 BASIN Ic v �- l2 r' a;atvr,»Y r t.�7t.«1r• •ti -^ ,fit�.'Y T7ti'i a►. r S.a.'ti;T�' •.� taa,� .. r-d;{;';♦ a .•• . 'ry,.«t-w ; •� �' r -r 1 (� �. «.♦• •r ' �.r: r.y�• 4. • ��I,;-' ' r.S...'1 ` '• rtwa ld •fir• '}a.:hr r•� I _ �� r r / •.P• • i w.•+•.+'r . d •� ` ♦Y' , •a+; ".r�:rr•Y'Y•I a a l ' y.«1' V ♦• .v /.P. I ♦ y�+.C�S \a ai (, aL t a. 1.. V. w►��'� • p � / - :i� IOU, { C v�• i• • •..i• . w �,h V,a r•u•�/ a•«. .v 4,A„4 C. �' ::'J 1 .y ••'� • �•' 4�♦:. ` T 1 (VLTM J.a ti•.t.:..••,6 -. v ti -4• • ♦ ,i .vr' i ♦• a.: s �•"�1 .:.• rv.• 1 I - ✓ry /�. �/ f � h,`x'.`'.}�� h � y •r•��. �.•� R- !. •tiF .. •. ...rirY'.•a r •• ��'h<•L <. �,�,aiA •.'I;J'r•"• !•a yR A�', I 1•�}{///���Iy^/.T�' •v/ . i • .r�w�•h..T• ••,+«• �•�y+i�r 1 .a •.r..•,�'�a�.•,yt � y��� ", r � .t y �- nL ^^..:i t.�r .i. w.-Y •/�S� .•+r; .rya w�•r•• t ,4 , ]•�}, . y � vrS ?•••«?�•�fr. •>• t, •�(,�•i•1•� �V �� � • •�.r�JrC;•i./vly to •=���.7+++-.�♦•'P a��f+ . t i (///�'/� f�•^-,' �� �{•�''� /J I /� ,r _ ' 'S ;.� �'• ^�,rr• f�'°'\^'�rya'ay ' �•.•♦ti•a•..a•.1.' •..i 1'+•••/,�. ri i••'-�•a L. -,� , �✓ V I C H L �--•- C� !/V �.>•-+� �► "'� ���!!!�^�� ...a✓/��-� ^� 1 .•:•• -l./ {• ,ai�ti r'1• \ yn • d• ,- «1i 1 •J« ` •1' I• •Yl• «.i' .-. �-i% ♦••S� I W J r Pry:�3 t•r.r'4� as .thy'/�,j .r�a}.�y ¢e:�•:•r{4 !Y a�'f�►♦ �1�•1 f!✓�y,•a,i i e• (►•• ��,-.%i�y.�:i.•' i..i i r♦a.~ i /.. w•n+j«re 7 ♦ .n�.yr••� a f •ham•:• r • aortal •Y •ti♦ •. S .. ..a,�d I T_' a� w�t. i• i«: ♦.« W i•t rr. Y i�:•,•�r4:•'•i. t;r... '• j. h.r•. � .� lr•+♦�t'�s'�.-•''a♦' •'''2�'.�T_ �IFI � S• %••' 1 •- +• i. �• � S•.�•,♦• �:� � Y }�...•=/.'li. ti. ♦ ♦ .a.a•� •�L•Y 77.. a I 1 .�, h 1..i.• + '-a.'. 5 rr'. v w r-•i..A•..y xl,,� .. d�. � root♦•^. r 1 S,•♦«; •a�:. : `a..R:•••J��. .. r •t arr'yr'� .• �a i �.�.. �,D• a '1 � u r: '�' ' 4•• L, :;�W %.�t.'�r '-� r.i`: •.. ,, �trt••�1�•~a•♦Yr. ., 1,Ld t,�7.-. � ..i..•7�t. laN '±•%k• M � l^i sa,�,� a ♦M'� ;��a•�1• • �r. v 1•�a'• 4a. � �r•r.y...• v . � ! 'x'1_r.J�;•. t. L • n,M.vi• �/J/ / I P / .��y�.��(��7yG •L• ',Y UY L -a.. Y 'J ♦ b . - �• +•'• Ilr�'I X C�� ��� �,a 1^_ � �/� ��JJ{I� L 'may /'�`�'•71../��� � n / � -�..v '� �L��.•':7'.��t. .41.'L Jf11t 4r Y h:-.�♦''�� �.«Y' �y.'.�,�«.Y'•:f.'. fllr�t � �r .. ', i 4w% of- �o!,� ,� f�8�' -�uRl�C� ufrl , 6L ,pay � 2-z-� 6UIpi 0 To eta cap � l�l�ss �- Ate. sf - a fro 2!� J - 7 Li 12 4 3 - BY:---------------- oCKLT woo D Poo* � , . o A - - - TL 0 e� J N ° l l !- l'N15�1 S Nt �, fl vI �s drq w n. CA Tv� ,a , 1404�L �Aj 21 (2-- TW5 7Ef:ROlT LL M CLO -TR46 or lV- Ui z < w �b - W !n TO , + A 1�'"_� �� Imo: o W I G7 NOTE . . T V X V C.T W N i U IAA or (Y g �t5 ,rs oxlt�1Gt- t l - • ,�� � . �5 �� �, j DNE t.f ho�� ' CSR w 2c h , 5 W ® , t�I Pon Z�A L f W of POA/ E; -6 0 Pe 00 T-- 0& 0 4 Ul — T -.� nE W rl Goo . � a�` � lt. or q=.C<-41�5 FLmf;�p Vc—�W WAW �r4 :st�i�. w LL o r. 4 ► 5 U l 51 t i 1 A.SS ry* ,.� � P � � � � ,: '� � Nom' Gam- � L � G 1(v o r a 1.DV1l w R I �� — Wo r4< ,X) NOTF, KIT CltK vkw wo t CAS "'-.S �5 � C - LL-1 fuv o �5� ' . WCWAT IN • 2p 5 l �l 6-1 bl E rl �S� G� .44 P� U, � �I I< rte-- N l.. � � 17.�i.�t rG 5 LVo •C. :-� P s - l CJ 11�� r � '� Cl V' U M ?��G WI � �9 _ ,�`�'�s CIS a�C. p I 6 a z y�fJwo�K J` - - - IE -- . r "ID Na Lw 1Pc�- - �r�E� -t�-� ��vi�c r r� wlv w Y � m FOYER. C WCt 114t OTM5 Au- Ttoi< wlt400ws �c Doors` �o :c� - a ��t► � _ _ S RCT TO � �1"t��G[' ��1s'-W'K� �''�c 1 -rd �1���lA�)C�-�0 Mtn 5�2C . �)r� WIP4 ,,N L � �. Ew I �� T� �-� ���� �ta��wS Qu p n� s °�.�--� w � .. WO olv �� tN u St2 4 CAL. wCeF11r -I r4,$ Of ift p r°7 ^3 V B -----------------•-- jdato- J r t drawn .N.-A .she®t 4 w i T14 3 of ��) sheets .. taw tce Offm lo 4-- /0 A G� xio Vj& ri V,- G H vs TS ' T 12-W WEEP rwc OFEWN3 � NoLES FOR ALLWG 2'4 ' wu UC,o !" ° a"�'.T• en.cow ?!I Ft�uv c�� ,'NON-sue cofw" �''� ''� I`Z N , CoI.VN?N C40 V? LOM 5LAO -M F.WT swom WAIL wl 2. tl.l�=O oAyc-- 16TL. N C� C c ►m os TYPICAL NOW TO RX16TING a 15 P H. +u.Ea s TIS 151E 1 CO"OTION DETAIL. 2' W LL T ` _ TYPICAL NEW TO RXISTINO --- � Clod,CO"OTION DETAIL a �o �« MOMS W w.'xwcct r-qa.uy W + 4P1 V.4 43 TlW-*l2'Oz- 0 + " ' EXt9T1Ncg. TYR 51. COL. p97AIL' �✓ W TYPICAI.. NIEW TO 15XISTIWO W �" WALL FTG CONNECTION DETAIL 3 Or MO ) 0 z m w 0Z FVLI � W � fir �Ci IJ� soy Go u>> T. o mosrims � � ►� T TIE Mi. Co LJ X15 Gy Ewer. Tie ILL l�r5lPG g �� - CaLN 1�'• 7c • EXIST. MA60NW WAIL. 1ST. CONG.SLAB R iwk wwtm FLR MA6 /l SLY Room �cr EXIST.UOU FTG 000 NiOTEs- LW7 1 NQN L CUT.EXIST.MAW N W L tip IN co WeG a. fiYR NUJ C 12L. IN ElJ8T- 5LQ A LL 2- 5G , � �t..•.. 00 E P I N I N C- FROOM1 Llv t NGt ROOM To 2--Vs T FOYER o,,T --a: t� w cL �CM W � C -p6 all - --- -......-.-- ORKwa I-ma i i Izi°cn(1r •S Tim i i30RT0�'1 AMOF M I ' ' __ �. �0 +�o.�or W,ww.,4 c r=ake .t.OFqwtmtl+osWIme®0,ot►s L -TAIL. LO H, STARTER (::,OLUMN l ultw Zv 12 --24 3 - _. .._, rwamuaa.auaruu. ! x =t � l W tL �- w . � W z -- - y4w cn � N 0w0 � � ®J N Cot-. W !1 tT i O`� i■ Z v i"�t w LL 51 1 rd loo KITC , i ,qtr TV lL r ...... .... . f , cJ r n 6W l �J' / ADD SMOKE/CARBON � � � � � � _ � ANY ANDAA BON MONOXIDE DETECTORS. l l I �� ��(-�� N lS� raT� INSULATED CONDUCTORS TO AND RUBBER , 1 T ��r� t- ' P E REPLACED, PIN Ll - � U 0 LE 0120 AMP CKT __- _ 11 Ot 'i L!1/INQ CAM MOG.F,I PROTECTED � . . pp ci- �0 /4-rvep U�mv To ff LffCT91 CAL N07r�5 w d-5c Or E c)f= -F4 S ,\A10 W. l'— � Uli K40 : Ian 2L 41, 44- ` }. G t, `[ -1 .W'0 - _ --� r 1 .� u-rN , t GAS ' 'A N�*. . - 1( I drawn .N.A j6b 2W44. . . sheet : of OPG. sheets IL i I " I W LL GARA Z < w 7o Wl s �r �� �. �/l F5 r t Gr NOT ff G w 0 4L VW vj&,,W jjj A6eo"Ce 0 ox wor�< Z Ca Mau �o w6 10 Q N rl� A oz L-05;4 T �` T � w � , � , ►r�t� c� � � LL LL d �S TG Cep Viz, Tip �t6sr 4 �� X' I ���,�- t T ff�A I . - a. Lj - GO FAMILY, �'c:�t?1`r'i f - _� Y r Y' 1 �t N "VWT i�OOf''�I !JW'I � Q~ . pip ID r !! W . WI± .. r Ta 1��q!5TC' P L U_;..K/l -S,_ drawn .N.A.• - � - � -.. .� job 20���rt2r4• . . • .sM�et. of , sheets A t� PERMIT � i r 6�WL ?E(-f TO CC)WLIAhdCE 'vll rfi ,AIL FEfE,�� S r1",TE AND COUNTY RULES AND R[—G.!LATIUP�IS 1 11 c TY 0' py THIS PERMIT REPLACE EXISTING DOOR AND WINDOWS THIS AREA. SEE SHEET A-2 FOR DIMENSION. L ATIONS n/ LL � J 1 2 1 O (1) a) L1. REPLACE EXISTING Q) Existing Rafters 2x10 @ 16" NEW CBS WINDOWS AND ��,I L. O.C. WALL DOORS 0. (0 0 NOA 080326.11/B . . CP 2013 EXISTING ROOF NEW METAL STRAP NVTA j ♦^ 24 TO EACH RAFTER 14 � W NEW R-30 Fiberglass ---- -------------- ---- � N �/, _ 10d MAX UL 1193# Insulation _ f NEW DRYWALL CEILING ('/2") EXISTING E EXISTING VENTS TO MATCH ON 3/4" FURRING BEAM ° ® r•. ((� NEW CLOSET AREA - 6" 6" - 6" SC TC rG 00 S-1 S-1 W NEW R-4 INSULATION GALV METAL FLASHING '/2" DRYWALL WITH LL1 NEW 8X12 T.B. N W CBS _ FINISH TO MATCH - ------ - - LL 8" CONC. BLK WALL W/ 5/8" EXISTING STUCCO TO MATCH. NEW ° COLUMNS AT EACH END (SEE INISH FLOORING TO MATCH EXISTING WOOD FLOORS EXISTING ELEVATION AT 1 2 1 SH ET A-2) 1 3/4" PLYWOOD DECKING SUB-FLOOR MASTER BEDROOM + FUTURE EXISTING 2"X6" P.T. SPACED 16" O.C. ON WALK-IN CLOSET -1 S- S- GARAGE N TOP OF EXISTING FLOOR SLAB SIMPSON 2-3/4" X 1" GUSSET ANGLE ATTACHED 24 O.C. WITH 3/16"X1-'/4" TAPC FLOOR AT EW WA KIN CLOSET CONCRETE AND 1-'/4" X10D NAIL TO WOOD MATCH EXISTING STUCCO C (If B 1 '/2" SLAB DEPRESS 6" (LENGTH) —\ + 00 - 70.00 - 70.00 - 70.00 -76.00 1 - 70.00 LO EPDXIED CO NC. COLUMN + 70.00 6.00 + 70.00 M 0')+ 7000 REINFORCING 6" MIN EMBED EXISTING FAMILY ROOM FLOOR INTO EXISTING SLAB 54-'/4"x60" 54-'/4'"x60" 34-3/4'x60"" 71-9/16"x93" 56-'/2"x60" '0 Q ,� EXISTING 12"X16" FOOTING NOT USED REFER TO SHEETS S-1 AIND S-2 NORTH E HSL HSL HSL XX HSL L SECTION SECTION AL & GL v 1 2 WINDOWS, DOOR, WALL FRENCH DOOR 1 Al Al ale: '/2" = V-0" Scale: 3/16" = 1'-0" co W Lo GREEN BOARD TYP. – p co NEW 1/2" GREEN BOARD WALLS & ; EXISTING WINDOW CEILING .. (f A 4 i`+ ZONING INFORMATION W, , MI ' r .: _ � EXISTING I w �' ` ` TOTAL BUILDING AREA LOT COVERAGE �-- NEW TILE WINDOW I �Y . „ IMPERVIOUS AREA COVERAGE, TO REMAIN Z U '/2" DUROC @ ALL WET PROVIDE 2X4 PT , r O SHOWER AREAS WD CONTINUOUS �7�– ,► UNCHANGED. i= CABINET BACKING TOP & C g U N Tlr MIRROR & CABINET SAFETY GL CAT II BOT. SCREWED TO ' W I �.� w � _ sHOwER DooR 2 • • • = '' STUDS NEW WALK-IN CLOSETS, RAISE FAMILY ° z ¢ . ROOM FLOOR REMODEL EXISTING a� o RECESS NICHE SMOOTH I ' , 00 W W/ CERMIC TILE PAINT OR �,ti j -- x' 4 - CLOSET CD CERMIC , "-- — o TILE a", ' ,,► � VANI Y AS OS IBL RECESSED T.P. — MIN E BASE NEW Q �' °'"`"'REMODEL EXISTING BATHRO S w RE HOLDER LOr3 7-4 O< r � SEL TED 00 NEW 25 GA METAL • CERAMIC +" � a *-• PER SHEET A-2, E-1 & P-1 , -1 N ' ��W $� -1 +S'2 SL B 6' STUDS @ 16 O.C. TILE FLOOR ON NEW CONC. SLAB + , NEW ELECTRICAL WORK AT EXISTING Existing Rafters (Family +�.� _ ` �' «� FAMILY ROOM AS PER SHEETS A-2 & E-2 MIN. 6" CERAMIC W.C. NEW CONC SLAB ' °•, x BASE BIDET NOTE: REUSE EXISTING CONCRETE SLAB WHERE POSSIBLE Room & Bath) W 6X6 10/10 WWM WATERPROOFING R-30 Fiberglass Insulation MASTER BATH ELEVATIONS MEMBRANE /2 Gypsum Board ?y,,„ ; s ..r. r'' .:.' ;,, •�," BATHROOM FIXTURES & ACCESSORIES PROVIDED BY OWNER GA Metal Top Plate or 2x4 CAT - Scale: 3/8" = 1'-0" -- Nailed to Bottom / 16d NOTE . == Common Nails @ 24" O.C. u�eT – _ WINDOW SCHEDULE elevation (Fire , ,. .* .:y��� : ,• (See e e ation this sheet Fire Sto /a min. �� �;. . � °►; • k.. f '.. M}�, : *# ' .. � :� �� WORK FOR THIS PERMIT = _ - Clearance) ��., +�. ,�, , NE 96th STREETiN.4- c-I c SEE SCOPE OF WO ;a' _ '� :•. �y�`.t; :e;.� ''�'.'•. + . :� ..x� Y ON SHEET A-2. PIP ���� ► �� �� 2x4 Wood Studs :.t��s 3• ti B•'+'. .'� r . `• • "�. 24.. 0 56-% x60"" IMPACT RES. HORIZ. SLIDER (23.5 sq.ft)(4 9 x51 M.O.) -�``" �,�,{ '`' •:� •-�.{-- '�'' �_► R, ,•�. y �i ; i'''�tl 'f`i• ';�r�'+,S�i.J :4 , , . 3 4 i� ~_ `•� �1j tw , a#J 1 @ 16 O.C. or 3-5/ *1�'Y+ , � ,.: � . • ,. r�'� .., '�, .gr. • � � � '4;•� �: ~ = - _3 » wood Base y REMODELED AREAS SHOWN CROSS B 34 /4 x60 IMPACT RES. HORIZ. SLIDER (14.5 sq.ft)(VERIFY WIDTH x 51 M.O.) s" 25 GA. METAL STUDS HATCHED THIS SHEET. 0 54-'/a"x60" IMPACT RES. HORIZ. SLIDER (22.6 sq.ft)(VERIFY WIDTH x 5'1 " M.O.) Firestop at Midspan Q Finish Floor '/2" Gypsum Board Both SCALE Sides of Studs (DUROC @ Noted DOOR C S e e sheet A-2) Shower) N DATE 5/29/2013 � 2x4 Wood Plate Fasten @ SITE PLAN 1 9/16 x93 IMPACT RES. FRENCH DOOR ALUM & G L ASS DRAWN BY 24" O.C. with Tapcons to O NOT USED D P Existing Concrete Slab Concrete Slab or 16d Nails to Wood Subfloor SCALE: NTS C3 2'6"x6'8" POCKET WOOD DOOR, FINISH TO MATCH EXISTING DOORS TYPICAL NON-BEARING PARTITION 4 NOT USED INSULATION MATERIAL NOTE: AS PER FBC 2010. ALL INSULATION A� 1 G. . TO SU IT R DOORS A B CD TO HAVE FLAME SPREAD INDEX OF NOT MORE THAN 25 AND A FINISH NOTE: REPAIR ALL FINISHES DAMAGED BY THIS WORK, PATCH TO MATCH SMOKE DEVELOPED INDEX OF NOT MORE THAN 150 FINISHES IN ACCORDANCE WITH OWNER CONTRACTOR AGREEMENT � v o j THIS PERMIT LL SCOPE OF WORK �' U) `n CD o - Z o! o NOTE 0 J N W o W _ REMOVE EXISTING DOOR & FULL HEIGHT WINDOW PANELS AT ® Z NORTH WALL OF EXISTING FAMILY ROOM. PROVIDE NEW 60" X 618" O w IMPACT RESISTANT SWINGING ONE LITE DOUBLE DOOR W/FIXED i I` O EXISTING ELECTRICAL O METER AND GLASS TRANSOM AND NEW 4X5 HORIZONTAL ROLLING WINDOW W Q) r. GARAGE DISCONNECTS (200 BETWEEN NEW AND EXISTING COLUMN SUPPORTS AS SHOWN ON w LL O AMPS) NOTE SHEETS S-1 & S-2 ON NEW CBS LOW WALLS ALSO PROVIDE 54" CO � WIDE CBS WALL ENCLOSURE AT NEW AREA OF RAISED FLOOR FOR BUILD TWO NEW WALK- NEW WALK-IN CLOSETS. EXISTING ELECTRICAL NOTE O IN CLOSETS & REMOVE PANELS EXISTING CLOSET TO TE e ACCOMMODATE NEW REMOVE EXISTING WORK REM VE E STING '4" WI E WOOD FRENC DOOR /SIDE ITES �. WINDOWS AND IDOORS L' �k MASTER TO ACCOMMODATE NEW OPENING, ALSO REMOVE EXISTING LOW = AT THIS AREA �PV BEDROOM PLANTER WALL BETWEEN DINING ROOM & LIVING ROOM. REPAIR c� INSTALL NEW POCKET EXISTING FLOOR & WALL FINISHES DAMAGED BY THIS WORK. `n DOOR AND REPAIR 70 0) PARTITION Q �� -1 p, NOTE D 0 1 Sc O 5-1 3 REMODEL EXISTING NOTE C 5'-°" 8.5 Vvs� TC BATH AS SHOWN, NEW `� WORK SHOWN CROSS- ADD TWO NEW WALK-IN CLOSETS TO EXISTING MASTER BEDROOM W WINDOW VERIFY W/ MANUF NE �o`N�P „X5o_ HATCHED AS SHOWN ON THIS SHEET. RAISE EXISTING FAMILY FLOOR AT UPPORTING C L. 6'-a•+r- �-'4,_a»+i- �'' G s , „ �6-NSL � 1 $ 3 S� c 3 AREA OF NEW WALK-IN CLOSETS TO MATCH EXISTING MASTER KITCHEN A �Gr BEDROOM FLOOR ELEVATION. MATCH NEW FLOOR FINISH 4'a-,�Z+'x5' ' � Ns� � o� a ,3` ELEVATION T M � HSL C CLEAR O ATCH EXISTING MASTER FLOOR FINISH. REMOVE a 26 MIN. O SPACE EXISTING CLOSETS AS REQUI ° � BEDROOM AND BATH AR REFERANCE SHEETS S-1 , S-2 FOR a NEW 3' STEEL .Q a 6' , T U TU L ETRO COL TO MATCH ITS AS NECESSARY. ------ W S HT ALUM 3 c6 FACING ' � U RAISED FLOOR NOTE O O _0 4 EXISTING 3" DIAM SHOWN 6°` j REMODEL EXISTING MASTER BATHROOM AS SHOWN ON THIS STEEL COL W/ SHEET SHADED U a) O ALUM FACING BEDROOM 1 SHEET (CROSS-HATCHED). DEMO EXISTING CLOSET PARTITION & w a- a DOOR AS REQUIRED BY THIS WORK. PROVIDE NEW FIXTURES AND ° FAMILY ROOM ACCESSORIES AS PER OWNER/CONTRACTOR AGREEMENT. REPAIR a� 4' ALL FINISHES DAMAGED BY THIS WORK. PROVIDE WOOD FLOOR 0 - ,x- AND TRIM TO MATCH EXISTING J �� GAT ALL AREAS DAMAGED BY THIS WORK. REMOVE w ® SEE DOOR SCHEDULE ON SHEET A-1 EXISTING LOW O SEE WINDOW H WALL & PATCH SCHEDULE ON SHEET A-1 FINISHES BEDROOM 2 1 GENERAL NOTES - _- NOTE O - REMOVE EXISTING WOOD FRENCH DOOR, SIDE DINING ROOM LITES & PATCH FINISHES ALL WINDOWS AND DOORS TO REPLACE EXISTING TO BE IMPACT RESISTANT. _ _ -_ -G.C. TO SUBMIT NOA TO BUILDING DEPT. FOR APPROVAL. ALL WORK TO BE oNo FOYER PERFORMED IN ACCORDANCE WITH F.B.C. 2010 EDITION. NO MECHANICAL rn WORK ON THIS PERMIT EXCEPT FOR THE INSTALLATION OF A NEW 50 CFM o + EXHAUST FAN AT REMODELED MASTER BATH SEE SHEET E-1 ). NO EXTERIOR = = =- REMODELING, EXCEPT AS SHOWN ON NOTE A REPLACEMENT OF EXISTING 1 WINDOWS AND DOORS AS SHOWN (DETAILS SH ET A-1 ). =_ U ENTRY U Q SCALE GUEST BEDROOM N DATE Noted REMODELED FLOOR PLAN 5/29/2013 DRAWN BY DP AREAS SHOWN IN CLOUD TO BE REMODELED AS PER SCOPE OF WORK Scale: 1/4" = V-0" A..2 O C cv LL • v) Cn PLUMBING NOTES W Z 0L co O ALL NEW WORK IN ACCORDANCE WITH F.B.C. 2010 •J N 07 —C W W U) SCOPE OF WORK: O REMODEL EXISTING BATHROOM AS SHOWN ON THIS SHEET AND 2 •°— SHEET A-2, WORK AS FOLLOWS: O O TO EXISTING SEPTIC W �' r'• GARAGE � — REPLACE SHOWER TO EXIST. CLOSET SPACE w �,! LL — RELOCATE LAVATORY NEXT TO NEW SHOWER — ADD BIDET NEXT TO NEW LAVATORY � — WATER CLOSET TO REMAIN AT SAME LOCATION 4" DIAM. 1/8"/FT — ALL DISCHARGE PVC SCHED 40 PIPES AND COPPER WATER LINES (EXISTING) TO BE CONNECTED TO EXISTING AS SHOWN ON THIS SHEET — REUSE EXISTING WATER LINES WHERE POSSIBLE co — PROVIDE NEW PLUMBING FIXTURES AND FAUCETS AS PER o MASTER OWNERJCONTRACTOR AGREEMENT r N BEDROOM NEW 3" PVC M SH. 40 SEE SHEET A-1 FOR BATHROOM ELEVATIONS m CONNECT TO EXISTING 1/2" SEWER LINE, p. DIA. COPPER SUPPLY LINES CONNECT TO 0- a �� l• (CW+HW) EXISTING � � • APPROX. i POINT OF a I / ,00000 \ � I V j. CONNECTION / \` \\ �• • THIS EXISTING 2" VTR M KITCHEN / • / PERMIT C Fw.. o" G /01 CONNECT NEW ---- --- G�.z VENT TO EXISTING 0) -- EXISTING HOUSE " \ i c NEW 2" — '/a"/FT V `y' O SEWER ZO 2" VTR CONNECT TO � H N ® 60" 3" - 1r8"/FT EXISTING ROOF CAP W/ CL FAMILY ROOM EXISTING GALV INSECT SCREEN 31' — 1/8"/FT W.C. o a) BEDROOM 1 --- LAV. 3 3" — 1/8"/FT o_ BIDET BEDROOM 2 SHOWER 2" — /4"/FT 3" — 1/8"/FT ° -= DININ ROOM FOYERS - - = � M =gig = — = c� POINT OF CONNECTION AT NEW SHOWER AREA TO EXISTING _ Lk° SEPTIC TANK ISOMETRIC ENTRY REMODELED MASTER BATH (N.T.S) a SCALE N Noted GUEST BEDROOM P L�N DATE PLUMBING FLOOR 5/29/2013 DRAWN BY Scale: 1/4" = V-0" DP P�.. l O a� LL a� ._ Cn U) Cn ELECTRICAL NOTES �. z o1 co o ALL NEW WORK IN ACCORDANCE WITH F.B.C. 2010 J N Jc W o W ._ SCOPE OF WORK: z� tom. t� SEE GENERAL REMODELING NOTES SHEET A-2 O :2 W •— EXISTING ELECTRICAL L. O GARAGE METER AND A FAMILY ROOM: W (1) r DISCONNECTS (200 LJL O AMPS) REMOVE 22 RECESSED LIGHTS + SWITCHES, ADD NEW ELECRICAL OUTLETS, LIGHTS & SWITCHES AS SHOWN. (NO ADDED ELECTRICAL LOAD TO PANEL THIS WORK) EXISTING SUB-PANEL B B MASTER BEDROOM CLOSET: ADDED WALK-IN CLOSET LIGHTS + SWITCHES (USE EXISTING EXISTING MASTER CIRCUIT C.2) o= PANEL A EXISTING ELECTRICAL BEDROOM 000 PANELS c REMODEL MASTER BATHROOM: M RELOCATE EXISTING OUTLETS AS SHOWN (NO ADDED ELECTRICAL �In LOAD). INSTALL ARC FAULT BREAKERS + TAMPER-PROOF .� Q EXHAUST FAN RECEPTACLES. RECEPTACLE ON 20 AMP CKT, GFI PROTECTED. ° `q O (EF-1 NEW) (0 � U NEW CBS 3" T. FIN. & NEW LOW WALL -' -- SOFFIT EXH. KITCHEN C.2 ' . a"- CAP W/ GALV. NEW �'. - INSERT W C.2 NEW C.1 • SCREEN Q 3 0 NEW C / Z6 ( N E , 6 • C` CA NEW o 1 L ® U) - \J i ` • ��Q 1 1 1 NEW z �oQ,4P EXISTING 200 AMP SERVICE � ----- ----------- - OO OPTIONAL $. o����GP� ���5�� (� (3) ' ���0�G��P55�� TOTAL EXISTING APPLIED LOAD - 162 AMPS (NEWp�, c.� V FAMILY ROOM C.2 , - CM �����c (NO ADDED LOADS TO EXISTING ELECTRICAL SERVICE DUE TO � (3) FAN 5 N E � Cr THIS SCOPE OF WORK) O OPTIONAL C.2 A `��O Q w Ty FAN W/LIGHT ct �, - N �� �,'� BEDROOM 1 REUSE EXISTING ROMEX CABLE WIRING WHENEVER POSSIBLE. (3) �3p ��� ANY AND ALL CLOTH AND RUBBER INSULATED CONDUCTORS TO C: x CA - BE REPLACED. O PROVIDE NEW ELECTRICAL BOXES, DUPLEX OUTLETS, GFI OUTLET w P AT BATH, SWITCHES, EXHAUST FANS, COVER PLATES, AS SHOWN - O REMOVE EXISTING 22 SPOT LIGHT & SWITCHES AT BEDROOM 2 FAMILY ROOM, PATCH TO MATCH FINISHES DAMAGED BY THE WORK. INSTALL NEW SWITCHES FANS + LIGHTS EXHAUST FAN EF-1 AND DUPLEX OUTLETS AS SHOWN :- PROVIDE NEW EXHAUST FAN TO REPLACE EXISTING. CONNECT NEW OUTLETS & LIGHTS & SWITCHES TO -= MODEL: HD-50 BY NUTONE OR APPROVED EQUAL, 3 SONES MAX, DINING ROOM EXISTING CIRCUITS A-1 & A-2 AT EXISTING PANEL A. (NOs = N ADDED LOAD TO PANEL A—THIS WORK) 50 CFM FOYER - = -_-_- SEE NOTE 1 � CM O c_ - - Q THIS SHEET SMOKE DETECTORS: ® ADD SMOKE DETECTORS TO ALL BEDROOMS Li \ cM CARBON MONOXIDE DETECTORS: _ =_ ® ENTRY ADD C.M. OUTSIDE GUEST BEDROOM AND IN HALL - U = — Q SCALE Noted GUEST BEDROOM N DATE ELECTRICAL FLOOR PLAN 5/29/2013 DRAWN BY Scale: 1/4" = V-0" DP E � l LLJ U) CIA z BUILDING CATEGORY:Z MEAN ROOF HEIGHT:I5FT, DESIGN LIVE LOAD: 30 P5F SCOPE DESIGN DEAD LOAD: 25 P5F a.. 3'-0' WIND DESIGN: AWE 1-10,EXP: C v: 115 MPH, Kd:i NET UPLIFT INT: -310 PSF, END: - 45.1 F'SF l TRIG: 100 SF) I Z r- N cM d- I®I M i M en l`k� 2 ES � II I � � � I I II �� W [--� con II II N s II KEY PLAN II I E ST.WOOD FRAMING SCALE: 114'-1'41' 14 scv I 41 � � o ® DTL A/5-1 I con UP:-13K II II II II �� `�� � W 1---i II II 0 j II II �,� II II �I �I rr- II I! II II EXIS .2x8 I UOOC JOIt e 16' II II N II II o ® N WALL EXIST.X416' WD PARTITION EXI57.GONG. SLAB.70 —' d' II II M REMAIN ,� " o II II EL. +0'+0, �,,..� d. II II REF.EL. 18.56' NG cA m(o _............ . - - - - -- - -- -- - 2 l co 1 �� \ z �— EXIST.WOOD FRAMING S-2 v \ \ O ROOF 5'-0' 6'-6' 311141 CM Lo EXIST. WALL 3 >, U I— J L1J M W U J m LL EL. 40-ol O a IFEFEL, +1856�wj EXIST.CONC. SLAB. TO O Z REMAIN ROOF FRAMING PLAN cj� SCALE: 1/4 -I -0, — U Q N U) LL Lo N � h- Q I 1 I I EXIST.TB STL SADDLE 1/4'GALV. v.l� ? 3 11/Z THICK W/2-5/8'# MB THRU i A301 GALV EXIST.WOOD <r SHEATHING. 1 3/4' 12 EXIST.WOOD 3 �— RAFTERS SYP m BASE STL PL 1/4'GALV. EXIST.PLYWOOD SHEATHING THICK W/4-1/2'0 x5' V4 Z sIMFSON STRONG BOLT EXIST.COMPOSED WD BM +9'-4' w 51xbsYP PARTIAL GROUND FLOOR PLAN o SEE PLAN EXIST,CEILING DETAI WOOD JOISTS SYP SCALE: 1/4'-''=0' o ° CONT2x4 WD PL SYP 3/4 - V-0' EXIST.2X8 a 16' W12-16d T0E NAILS W WOOD JOISTS SYP EXIST.TB At EA CEILING J01575 NEW 2X4®1(o' WD PARTITION Z CONT.STL PL 3/8' THICK WALL SYP L[aGIMs 0W/13/8'W 5' HILTI KWIK BOLT 3 Q � CONC}EM COLUIN 1 2x4 FS NEW 8' CMU WALL 8xI2 W/ 40 5 VERT. •3 TIES a 8' ® EXISTING 8' GMU.WALL EXIST. CONCRETE BM. N 1/2'THICK GYPSUM BOARD EXIST.TIE BM M EWF EXISTING WALL FOOTING Q EXIST 4' CONIC.SLAB CONT2x4 WD PL SYP Sp Sp STEEL PIPE COL3'0 x1/4' UP,DOWN W/114'Ox2' EMB TAPCON SCREWS +0,-0, AT 12' NOTES-TERMITE TREATMENT OF SOILS UNDER SLAB ON 1.CONCH MA&)NW NOS: Q °, a GRADE SHALL BE PERFORMED BEFORE POURING SLAB. �EXIST3'� STEEL PIPE COL.UP, DouN S H E ET# ALL CONCRETE MASONRY UNITS (CMU)SHALL CONFORM TERMITE PROTECTION SHALL BE PROVIDED BY REG16EnD TO ASTM C 90 'STANDARD SPECIFICATIONS FOR TERMICIDES OR OTHER APPROVED METHODS OF TERMITE HOLLOW LOAD BEARING CONCRETE MASONRY UNITS, PROTECTION LABELED AS A PREVENTIVE TREATMENT TO WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE WITH A NET AREA COMPRESSIVE STRENGTH OF MASONRY OF 1900 PSI. NEW CONSTRUCTION. PRECEDENCE OVER SCALE DIMENSIONS.CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS ALL MASONRY WALLS SHALL BE LOAD BEARING IN AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE THIS LEVEL AND REINFORCED W/+5 g 48 URO. SECTION 3 NOTIFIED OF ANY VARU1110N FROM THE DIMENSIONS AND 3/4' - 1'-0' CONDITIONS SHOWN BY THESE DRAWINGS Q STRUCTURAL NOTES ° EXIST.COMPOSED WD BM EXIST.PLYWOOD SHEATHING I. FOUNDATION: 5 46 SYP 4. REINFORCING STEEL: EXIST.PLYWOOD SHEATHING FOUNDATION SYSTEM CONSISTS OF SPREAD FOOTINGS DESIGNED FOR AN EXIST.COMPOSED WD BM ALLOWABLE SOIL BEARING PRESSURE OF 2000PSF. SEE SHEET 5-1 546 8YP A REINFORCING STEEL SHALL BE DETAILED AND PLACED IN ACCORDANCE WITH CI 318-02 2. GENERAL: A A ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE FLORIDA B. REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING t0 ASTM A 615-94 BUILDING CODE,2010 EDItfON,ASCE 1-10 MINIMUM DESKyN LOADS FOR BUILDINGS, l$U GRADE 60. � SEE PLAN THE ACI 318-08 BUILDING CODE, AND ALL APPLICABLE FEDERAL,STATE AND C. ALL WELDED WIRE FABRIC SHALL CONFORM t0 ABTM A 185-94. -8, D. REINFORCING $HALL BE HELD SECURELY IN POSITION WITH STANDARD ACCES- EXIST.2X8 a 16' LOCAL ORDINANCES. 'SIMPSON' METAL WOOD JOISTS SYP SEE PLAN B. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS OF EXISTING STRUCTURES SORIES DURING PLACING OF CONCRETE. w Ai�ECTING NEW CONSTRUCTION BEFORE COMMENCING ANY WORK ANY E. ALL TOP REINFORCING SHALL TERMINATE WITH STANDARD HOOKS AT DIXON- STRAP M75-16 I/4' 71NUOU8 EDGES OR ENDS. UP:-.66K CAP:-1010 5/8' CDX PLYWOOD '$IMPSON' METAL EXIST. 2X8 a 16' 5/8' CDX LYWOOD VARIATIONS IN ACTUAL FIELD CONDITIONS/DIMEN$ION8 FROM THOSE SHOWN IN SOFFIT W/ 10de 4' NAILS STRAP M7s-ib WOOD JOISTS SYP SOFFIT W/ I s 4' NAILS F. ALL BOTTOM BARS $HALL BEAR 6' MINIMUM OVER SUPPORTS,U.ON. 1/4' I UP:-0.6K CAP:-I.DK 1/4' THE CONTRACT DRAWINGS SHALL BE REPORTED t0 THE ARCHITECT/ENGINEER FOR G. ALL REINFORCING BARS MARKED CONTINUOUS SHALL BE LAPPED 30 DIA.AT DETERMINING THE NEED OF REDESIGN PRIOR TO CONTRACTOR'S SUBMITTAL OF SPLICES AND COMERS UNLESS OTHERWISE NOTED. LAP CONTINUOUS TOP BARS I/4' I SHOP WORKING DRAWINGS FOR REVIEW. At CENTER BETWEEN SUPPORTS AS REQUIRED. TERMINATE CONTINUOUS BARS 11 3' I/2 C. THESE DRAWINGS SHALL BE WORKED TOGETHER WITH ARCHITECTURAL,AIR AT NON-CONTINUOUS ENDS WITH STANDARD HOOKS U.ON.6TIL W//2 PL PAINTED 3/8' THICK 8'0 MB tHRU A301 GALY CONDITIONING,MECHANICAL AND ELECTRICAL DRAWING M$t0 LOCATE DEPRESSED H. MINIMUM CONCRETE COVER FOR REINFORCEMENT: r- N d' W - OUTLETS RECESSES OPENINGS REGLETS BOLT S SLABS,SLOPES,DRAINS, d' SETTINGS,SLEEVES,ETC. DISCREPANCIES SHALL BE BROUGHT TO THE AtTEN- I. CONCRETE CAST AGAINST AND PERMANENTLY LION OF ARCHITECT/ENGINEER BEFORE PROCEEDING WITH THE WORK EXPOSED TO EARTH 3' D. WHEN PERFORMING WORK BELOW GRADE CARE SHALL BE TAKEN TO AVOID I/4' I DAMAGING ANY EXISTING UTILITIES. ALL UNKNOWN o WN UTILITIES DISCOVERED II. l BARS TE ED LAIEGE EARTH OR WEATHER M 1/4' I I DURING CONSTRUCTION SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHI- BARS AND SMALLER 1 112' III. M SP TECT/ENGINEER. ANY DAMAGE TO THE EXISTING UTILITIES SHALL BE REPORTED CONCRETE NOT EXPOSED TO WEATHER OR P TOP 8TL PL PAINTED 1 BEYOND I SP 1/2'xlxl2 2-5/AI MB 7HRU A301 GALv SP 70 ALL AFFECTED PARTIES, INCLUDING THE ARCHITECT/ENGINEER. M III IN CONTACT WIH EARTH: E. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR UPDATING HIS GONS7RUC- SLABS AND WALLS 3/4' I 1/4' ► ASE 8TL PL PAINTED TION DOCUMENTS WITH THE REVISED DRAWINGS AND SPEGIFICATIONS,FNELD BEAMS AND GOLUMNS�_-___ 11/2' A 1/2'xlxl2 W 2-3/4'0 xl' WEDGE ANCHORS ORDERS,CHANGE ORDERS AND CLARIFICATION SKETCHES ISSUED DURING THE - - HILTI KWI BOLTS COURSE OF CONSTRUCTION. 5. CONCRETE MASONRY WORK F. TYPICAL DETAILS AND NOTES ON THESE DRAWINGS SHALL APPLY UNLESS SPECI- : In FICALLY NOTED OTHERWISE. CONSTRUCTION DETAILS AND SECTION$NOT COIN- W PLETELY SHOWN OR NOTED SHALL BE SIMILAR TO DETAILS AND SECTIONS SHOWN A. ALL CONCRETE MASONRY WALLS ARE DESIGNED AS LOAD BEARING WALLS,UNLESS a OR NOTED FOR SIMILAR CONDITIONS, OTHERWISE NOTED,AND SHALL BE IN PLACE BEFORE THE SLABS AND BEAMS G.THE GENERAL CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL EXCAVATION SUPPORTED BY THEM ARE POURED AS WELL AS THE CONCRETE TIE COLUMNS W PROCEDURES INCLUDING LAGGING,5HORING,AND PROTECTION OF ADJACENT PRO- FRAMING THEM. EL. +SEE ARCH gWGB PERTY,STRUCTURES, STREETS AND UTILITIES IN ACCORDANCE WITH THE LOCAL B. ALL CONCRETE MASONRY UNITS(CMU)SHALL CONFORM t0 ABTA C 90, 'stAND- ^/ BUILDING DEPARTMENT. ARD SPECIFICATIONS FOR HOLLOW LOAD BEARING CONCRETE MASONRY UNITS', F� EL. +SEE ARCH DWGS H. BACKFILL AROUND THE EXTERIOR PERIMETER OF WALLS SHALL NOT BE PLACED C. STRENGTH OF 2500 ORM TO AST MI C 210,TYPE 'M',WITH A MINIMUM AVERAGE ® �" I UNTIL AFTER THE WALLS ARE SUPPORTED BY THE COMPLETION OF INTERIOR FLOOR D.CONCRETE MASONRY STRENGTH, fm,SHALL BE A MINIMUM OF 1500 PSI. C31 �j x8 BOND BM $ILL I SYSTEM$. DO NOT PROCEED WITH BACKFILL UNTIL (l)DAYS A$A MINIMUM AFTER E. VERTICAL REINFORCING IN CMU CELLS SHALL BE SPLICED WITH 46 BAR DIA- W/1+5 CONT.FILLED W/CONC.GROUT(TYP). THE COMPLETION OF INTERIOR FLOOR SYSTEM UNLESS WALLS ARE ADEQUATELY METER LAP SPLICES. PROVIDE CLEAN OUT HOLES AT BASE OF FILLED CELLS W W BRACED. BACKFILL SHALL NOT BE PLACED UNTIL AFTER COMPLETION AND INSPEC- FOR LAP INSPECTION AND VERIFYNG THAT THE CELLS HAVE BEEN FILLED 8' CMU WALL W/ TION OF WATERPROOFING WHERE WATERPROOFING OCCUR SOLID WITH GROUT, 05 a 48' IN FILLED CELLS I. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE D16FOOAL OF ALL ACCU- F. FILLED CELLS SHALL BE FILLED WITH 3000 P61 GROUT AS PER ACI 530-05 AND I GROUTED MULATED WATER FROM EXCAVATIONS AND DEWA7ERING OPERATIONS IN SUCH A ACI 530.1-05 FILLING OF CELLS SHALL BE DONE IN FOUR FOOT LIFTS WITH A MAXIMUM POUR OF 12 FEEL.USE MECHANICAL VIBRATION TO ACHIEVE :xROIJt-FILLED O EXIST 4 CONC.SLAB 8 CMU BEYOND WAY AS TO NOT CAUSE INCONVENIENCE TO THE lUORK AND DAMAGE TO THE STRUC- � TURAL ELEMENTS. 50LID CELLS.GROUT SHALL CONFORM TO A8TM C416. SLUMP SHALL BE EXIST 4' CONC.SLAB 0-0'k EXIST 4' CONC. SLAB BETWEEN 8' AND 111 . ° °• T. : a' I/4' J. REINFORCING STEEL SHOP DRAWINGS ARE AN AID FOR FIELD PLACEMENT G. ALL CMU WALLS SHALL BE HORIZONTALLY REINFORCED WITH STANDARD NO.S ' AND ARE SUPERSEDED BY THE STRUCTURAL DRAWING$. It SHALL BE THE RESPONSIBILITY EXIST 4' CONC.SLAB ° +0-0� OF THE GENERAL CONTRACTOR TO MAKE CERTAIN THAT ALL CONSTRUCTION 15 IN FULL LADDER-TYPE GALVANIZED STEEL REINFORCING EVERY SECOND COURSE. EXTEND r 1 N a ° ,• a a n . a a AGREEMENT WITH THE LATEST STRUCTURAL DRAWINGS. REINFORCING A MINIMUM OF 4 INCHES INTO TIE COLUMNS. v � —_ _ _ _ -0'-6' _ _ _ _ 6. STRUCTURAL STEEL: Z E.III-I I I-III—III—I ' (—III—I ' K THE CONTRACTOR SHALL SUPPLY THE ENGINEER THREE COPIES of$HOP DRAW- O N —,ii- -,ii—,i, da ,. —,i ,i—iii—,ii �. COMPACTED FILL ° ' INGS A MINIMUM OF ONE WEEK PRIOR TO PLACEMENT. THE REVIEW OF SHOP DRAW- A. STRUCTURAL STEEL SHALL COMPLY WITH AIX 'SPECIFICATIONS FOR DESIGN,FA- •• It O INGS BY THE ENGINEER 16 ONLY FOR GENERAL COMPLIANCE WITH THE STRUCTURAL BRICA710N AND ERECTION FOR STRUCTURAL STEEL BUILDINGS' 9TA EDITION O III-III-1 I I-III-I - Q.. N DRILL 3/4'0x6' INTO -'i—i' —i' 'i' COMPACTED FILL DRAWINGS AND SPECIFICATIONS. THE REVIEW DOES NOT GUARANTEE IN ANY WAY B. STRUCTURAL STEEL SHAPES AND PLATE$SHALL CONFORM t0 A87M A 36,N 36 KSI. ^ THAT d- THE SHOP DRAWINGS ARE CORRECT NOR DOE$ IT INFER THAT THEY SUPER- C. STRUCTURAL STEEL TUBES SHALL CoNFO�1 t0 ASth1 A500,GRADE B,F<j=46 K$I. �(� O SLAB t SET 05 DOWELS EXIST.8' CMU IN HILTI EPDXY HI50C $EDE THE STRUCTURAL DRAWINGS. D. STRUXTURAL STEEL PIPES SHALL CONFORM TO ASTM A53,TYPE s,GRADE B, 000 N N. 35 1,*- ,^ EXIST.S' CMU L. SUBMITTALS TO STRUCTURAL ENGINEER: E. ANCHOR BOLTS SHALL CONFORM TO EITHER ASTM A 301 OR MTM A 36. O �� Ia. Cfl EL.+V.IF 1. CONCRETE TEST REPORT FOR CAST-IN-PLACE CONCRETE As PER 301-96. F. FRAMING BOLTS SHALL CONFORM TO ASTM 325,WITH HARDENED WASHERS AND 00 ° II. REINFORCING STEEL SHOP DRAWINGS. HEX NUTS. 1. WELDING- A'. EL.+V.IF III. STRUCTURAL STEEL SHOP DRAWINGS,ERECTION DRAWINGS. A. DING- Ox SHALL BE DONE WITH E-10 ELECTRODES.a•• n IY. PREFAB.WOOD TRUSSES,SHOP DRAWINGS AND DESIGN DATA B. WELDERS SHALL BE AWS-CERTIFIED.WF a V.RAIL ING SHOP DRAWINGS AND DESIGN DATA A' •''• , 8. WOOD FRAMING: u" A. WOOD tRAMING MEMBERS OTHER THAN TRUSSES SHALL BE n SOUTHEIRN PINE 0 �+ a WITH A FIBER BENDING STRESS AS PER NDS. r SECTION 1 B. SIZES SHOWN ARE NOMINAL. Ln 3/4' = I'-0' SECTION 2 D. MOISTURE CONTENT SHALL BE 9o, OR LESS.KNOTS. U E. PRESSURE-TREATED WOOD SHALL BE USED ONLY WHERE SPECIFALLY NOTED IN �J 3/4' I'-0' THE DRAWINGS,NO FRAMING MEMBER$HALL BE OF PRE55URE-TREATED WOOD, V M UNLESS OTHERWISE NOTED. w J U) m LL 0 z � Q a= w O 0 � O N U) ILL � 04Q cy) � 3/I6'x 4' AT 6' STL. SHIM AS REQ STL.PIPE I/4' 3' + 6 TYP m (MULL ION) 5115 FASTENERS BY MANUFACTURE 0 Z CONT.L2x3x3A(o' EE FRAME 4 P OL68 W 5TL GALV.WRAPI THE .PIPE COL W CONN. WINDOW FRAME TO COL m 111/21 ■ 1'-0' 0 ❑ M r-- N M W Q ❑ SHEET# WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS.CONTRACTORS S =2 SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATION FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS Nib, 1 Agra off m t, ITY AM J U^J 2 5 it 13 COPY Zcl IATS i zC.,iIN IN f:,! _ I i i P Lim31 E tA�f MECHANIC Al. BLDG, SUBJECT TO C o tApLLipCE 'v�ITIi ALL FEDERAJ. STATE ANC CCXJNIY RULES ANN RCEGULAPONS i K to