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Vail Village Filing 5 Block 5A Lot J.PDF
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F=-(97P) 'a It IT RAND&F 'H 1,0, '14 rl 5 Ul 'y I Ill, 10 HAN50N RANCH ROAP '1712,77- 774�7747 IT "'IN11 Is- M HA H Z06C OF A5FKALT I A EFTO MATc It 14 lit I, '1�401 T IT Is , , " 4 ` 'I"-"I'� l" I- 1.""A A Il I ,'.. #Il L N14 STREET Ll6+1T is Is 6? old 4 -6 Isl N 4e 4's", I'l 1 ['4 WA 4 1 Tep I qf .9 tq 51TE E66N NQN5 V �UA EhITIRY 9ATg*, 'PI ft"L,, 4 I REPRESENTS A CONIFF-ROO TREP X Ji rVi�', "I I , V!0 Is I I NOTE - IF LOCATED IN OR ADUACENT �yl 7 (6" (V 4 LAR6ER) epar- OF"IS 961 6, 1 il - I , I " 'j, nj "4-,1"", SEAM- TO TIIC CONSTRUCTION AREA TREU f t46r - oo 3 , I. IT ',I J, I I I MIPJINE 4 Aw�IrR ; I ,I I I I I I I , t W� .1 ! I IS P,kkoi MUSIT KAVE PROTECTIVE Ff!WVN(5 INSTA"90 I TO 2 MET 15EY IT Is a It 05,TO 2 cr wl 2 RM-RESENTS TREE TO BE REMOVED I -TI Rr Abl' 4 04 1,111 to, 00 ,00 .OL N 1599 CM�FOR DETAIL 1��O LARU.'A'0111,04R, A r zll, 4�,v 4, 'FA 4 MAXIKM SLOPE Oft FIN15HED&RADE SKALl NOI F 40 15RQQt4 EIN145H 0 coill p e r 03 S SKALL BE "EARLY STAKED 4.ALL PROPERTY CORNER... SOLDIER COURSE r T -.,I- T, , I - , PRIOR TO A.NY 51TE PISTUIRBAW-9 1 7 -1 1 T'll I I Q`nLITIE5 ARE 5H011 APPROXIMATLY AND SHOULD BE FIELD VERIFIEv r I F-t 1") 1 !L Pl�klojt TO 1!>rA\/ATIOK' 1 YAH5 L Z15PON5113LE FOR PREVENTINO - - - - - - - - - - - 4*61, C-TOR SFkALL BE R .9 THE RELEASE OF SEDIMENT LADEN r(ATER FROM THE C.01,15TRUCT1,0N AREA AND SHALL 13C REOUIREIP TO INSTA", 14 `Ij - - - - -- - - - - - - - APPITIONAL CWIR.Ol... FACILME5 AS NEEDED -7� I - - "'A �iq -1 1 ICONTRA cl f011 7 i u i u; cu FE V t III III L :2. o� T- A FaN \/ILLA VALHALLA CONDOMINIUMS ;F ;r M14"A Co -409 No HIT651 6ARI�)EN OF THE� 60r;)S IF LOT < 't. 19 IF TRLC 0 IIIITjN 61 r 11A5V IP46 5TONC VCHECR ALL 11"All 30 HIT IRON JRAIL RUTAJ NZAT ZONC 61MRATE TINS, PATK NEA PLANTIN(S BOXES AATF-RPROOF LItIll CIRAIN TO PAYL*HT MATCH TO "S 5TAMl WL129FED COW,STEPS IT 6-L &RAM TO MATCH t SF.E CIV�L MNOINEERM& 9A5T MAY ti)yl VATCH TO eV6,C OF CCZ#. NEST 51�ft AS NEMMP PAIY# =Ir1c TO owl 51MAT'll DONCH 19 O.G to,STONE VENE zER TO j! PATH AT EX15T]Nr7 SRAM UNDERSIDE OF MCK it I SE 0. l'-e TAU OUT PAST FACE OF WILDIN6, --7 SEE CIVIL FOR DETAILS STONE VENEER 2'- 4 0 -V A5V LANOIN6 TOIM 5' Ith tie 5TONE VENEER BOTH SIDES TOVI 5* OVER EX15TIN* MCK RAIL. PART OF LOT lirly STEP AS REO 40 dSV 1,1, 4, 40 r T-A I R P TAMPEP COLORER COW� Itjaip ITI�A W1 An RIASER5 F. LOREP COW, 4'. COLORED PAVERS 7 V6'Q----7 COW,KALL- OVCKHA 2'-&"KETAININ& KALL SLOPED TO 4 Ail MATCH oRAm STONE veNEeR AND CAP 50TH 51PM OF losIALL,STAMPED COLORED RAM!"61I AT BACK OF KALL, 5LOPff TO DRAIN AHA'( FR9M u; Y4 4 AN fth"s,REW rVed NCH FNTRY ROOF 2'-0" MAX NEYl ACCE55 6ATF RZTA RETAININ$ KAI, This doc0rrioilrIlt,--vJ tio tdec�'itheroin cmanimilrumentof EXISTINS OVE"N6 MATCH TO E>>15TIN&LOCTION AT&^LYTON 11 - -- t-1 I I CRAIN SIZE not FEWr:TO BE RE-LOCATED jig SEE IVIL FOR COLORep AND LOCATIONS 0' io t:oe Lmoci,in whole or Irl,rd, ul =W other pro)o&witholIft'hro'. written outhorulion ot E4Arc ,'K Gwdthrne-/Jr_H*nry RI,Flrott-', MAIN tf, SchUtz L r 7 T- I-T 1 or PO I 11A tPAYERS COLORED 14 I \-NHEEL z SLOPE e Ton WLOREV t 2--b- RETAItl KA" p PAVERS ICOLORE PAVERS 0 4 Ll REPLACE STORM CRAIN IsICOW- &UTTER SLOPE TO PRAIN EX15TIN&- HYCV.ANr &UTTER CURB AND 1ISTQW PRA)h ALL HEATIN6 IN RI(5HT-OF-lo`1AY----'- 0.5TOKM 4PRATr SHALL BE ON 5EPERATE ZONE )Yd S ..........0 OORE (:,REEK E;)R I IT5=0 AREA MTH f .............................................. 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Clll_r 1 and scrape off .L11 ooso and cTa a.cd�sttzc cc3 �n m�1701• repair .1 to lt.}�`�xlrai ,s- hat;, Ii71'",�1� .1, . :idl f'�-.101� of in good C.0 Ilf -Lti 3n and fi-mi� ' bo dI '� �w w LJc...� }��' only �,tuc�ct� t,h�l Is hzzz'r.1 �yt wcl, 3 =tl pc, atmiicre. 2. SandblzLsL or ware bl-t1si1 off all lao.e rosiduc to gi-ve a hard, clean,` Li,:t�t bonC3ing s . �•rs°° i ,ro+'*•+��_ "'�� .x� �' ;:iw1ico 111d Q+ilr,roi o: Kim lair ,,�f.11C co Life, 10011' i3``s'v1`Ft, Il1asollr1r p.?ltl{, surface. I " ��,z`h Mon 1,X l,'w erprclof ink ArIM t=.:.e<� ow ;tL-Ie�x�t3vcd cqu.lIs. 3. I r concrete block :ub.,7 t.rato, ,hen: Scrub with stiff' brush and bydre��Yfllr�r��; acid (T)Ic�r?c71.:�1Y' a4.d�• c;oluLion. �ticurraliz�e n,,t.h alkalln€� solution. _RinsCt ihorcntlqhly, flclt�tlzl�,, ialih �°, lfcr _1? _ a n �t; rs until rinse �tntor is etc, 1. I tr..-�w fc>1I i.rvi-o)-fJf r voyx1 vCd €>ilve.,ll�re�a t��xt,ti ,,�tt , ln,nitn� z�; c,'ac:�te'cl, bllstcicd, or 1, Coat sllbstr�tte ��°it11 1_tlray Supraor Lhnd 100, Acrylic Bonding agent. 2. I'ti ish Co, -' ��1,)7 t`i3ljr SnY'4J� 1 �t41]!?lRl ��L1;7.� :f �” ilC}Ci` +_�`.1712t , :> Ut;` Ii1�.1111�I?lit1l'k'I' as Ritching. ' g?rt.t c l' prim or. 1, Luse coat o<� coif s - L.�rzctaX°d opcoat Ini with dray 200 mixed ill. r 2. Stucco texture tolx,oat - standard 'topcoat mlx with Elray 200 mixed in. Tv-a_rr. 0)rev,ousl,., p-17 nt rd ta7•icI'.): 1 . PHrr,,, S (OLf lmz l(`) k?,wc° 1',00(l rvid Iurl,-r,hcre nt re mt,-)c; p,tint is c,racl od, j)eoling, or SE''alin, (or j3rini111c-ft: In C)`°d,,?r for tL:11"L1ur(3 of patch to rvgtch o,,osting stucco, C.c_'; ,a ttd,' b) IF f +1°-31st,= patches must be sealed v ith Okon W-1 Acrylic ttaterproofang ztitor sLucro has cured. 2. I''1Eli`,ll coal __ ti,atcrl_nv , 100/', 1 1 tool Id F.,ttt.iin (CII c Owi co, 1, PC-nj,l,:Iiln 14 r F1 Ll i-- _ - _ �r-"---'—^-� - � i f� �,� •.,`.;_ .:� (rte `'� v'�✓ r *-'"°- _ F' 4 - �,... „� P.A. ..�� i.��i*-`c°.,.•. _ =--� _ _ - .,,,/'r ' F i �� ii ter. �� #�►iL ;::�;�'f�,.'fi"'�>;r���� � � � � �� � ` � � � �� t ___� 71 F1 F011,11EIII, ' -" tr" ''�e (((}}} �j��-� ;_,teas '. ' `.�` ��. � ,r1��-'s>,�.u�w t �� - - - - �e"q .x�' �.• 'c..+w+ ,�,.-ash ,.f.,, m+,^+`m"°� ,.-a_ �i��""�� 'G"�,��:.,�,.�.�'�—�••'xs , t=:3 __L_ =M I r L �smrr•�x �.-t ,sc ."'� z g rs3 t l v . r _ - p w, ,� we ,"`en.y,. �°'• �` f �. �( c�mm+m� vseawrS2y �y • t mit Project V J0 n M. 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I ��,.s�! i � mztrrtas Rr + � �, 4".wr+r��''"eae' , '11� �p¢[�Ji� } flJ SW C, ,&i{'f �r$�]j ®L{ ppy]¢i ([p,,{l�+ (j� '��.fy9/^J ]]jyrq [}j a r� �i" ° f �L. } a ;(/�']e,,�°�'!�(yw=� Q/'�� ���A? .�... •�/j•('���� t�'`f�°'�+'p , , !ice V, '�iSY W 4* , i, YI�• b `Z�ii Ft a LY�� �n8,d' �” ����q �' 0 Er Y .. i'aw c'm' tea.",.Fx` � xr! }{ �SC,°a"� Phase V�V � Date ��� ♦ tr.* r 1 4*•">.,9� ` �`"i~ r �A.W LII'✓ �2a� .� _...•f. s (p (z ^�w.MF^9SR� Sheet Number C11 '1 I µ �F Pa t l4 � [1 M9 {3 ' Loop e mss ' �t �Y* r j jl * '° "s"�t t' •'� � `��x�r 9 "a n` s.r�+ n 3 O •Y or ` �,�„;,.'s,y•�,�R's,Y` t ..� a r. e+ _ �+t -Ja�x+n+ �'-s. �..�� ra., ,� ,yis Checked By: �,... wro-Da e 8 ra.rm ,.xs' ..,<w j,,,.,w.4�.,ra f�, � t s-+a� .,,� ,,s "t e+f° +y,. ..�na _1, 0�� lt�v '`„`� �' .'r„. �'9 •_.'� r 64„ �,:, �z ! � '^a w,. x ::+rsr Iuw,a* '3 f r*- f,.rr•, .��x,..--rt j "n ", C, _ �.cy,,o.'°} kn> 'w'�'F 4' � i�_ -' Y"'n•.m.y w,drsa - �} �,� fr P ,r P � ��� � ��,. —,J �+ w' a.F` +a.4� t•i4-s Ny � a � �q,,� e sts 0 �'�'� �, si � � 1 i. 1A r u :5- a 6 0 7 / I_ 41�1. L or it I 11zlivi fft�,Av;m �j f co LJ_J to to % r f1 Z' < CL co) Z El r- - 13 p I c1c., L 7:C7 M'w ,*fWn 16 / t ! ^�i" t � i T l'Ti��� (� il.�a"t" I { _-�r'1a 1- '_f A--I 14''l' ' LJYX 6crlll15 z lit E-, M r-A WIN, j Ze Ajj r-i z 0 24(o 'S 41 �>~- `; a �� #—�� y k v, i 4 61 �o Issu c D at o:- j ----------- Dr- LZ Revisions 6� to 7" A.- T-1-41 7! , r 3 -1-p f' FL +1 Z, -rq I—" ; I i i ki;. kt no, 1 1-1 it I- %�*/1 lx-(d' f � I , j*Tragom T74dVo46ATAVr APPROVED XAS AMENDED P 1," 1 TOWN OF VAIL DATE SIGNATURE BUILDING Skfw__7!5� t C o fm rn 7 --------..... ........................... ------ ...... rE5 ....................... 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FOR FLOOR DRAIN i + HOLE5 @ 5'-O _ - rOG, SURROUND Q9; I(ox(o - 1010 WW F `9 ( r I I I /BASE 11? 8 x 2 x0-S �2-'t5 WITH 4RAVEL, TYPICAL yri,;'/r:// _ \ 8" GONG WALL I + EL 7Q -O EL. 74`-0 E-� /#4c�I2" HORtZ -Z-�5 AROUND / _ ' �z T ' ALL OPENINGS I EL, 74-0 N , -- „ 4 @I(3 VER i #4Q12 OG 1� # CENTERED '! --- -- - ------ - i' 3-114 LONT. HORIZ I 4,. 81, 4" TYP TYP Z"OG(H00 Z'1 nq" KEY CONT,- --#4e 8"OG _a 4-34°� I ���/�\,✓�IIiP� 11� /� 1 TYPICAL '_� _� BOLTS j o 1 "3-1t4 GOVT , t- _-_ _ _ F"'I -�_ PROJ 3" i _ - o i r+ -- #4C 16 O fl N 10 10" ' SLOPE TO ls� i I 2 1 .t + 3 1 f+ t ,� -Z -4 KEY I I I PREVErIr�� U - - _ 4 I +, , -- I j SLODUHWG - �EGI ION I , ( 2 - I-O SECTION I t C 2 - I -O) �EGTIDN I I Z - I -D) SEGTIOT\! P I 2 = 1-0 `"�__ EL.72'-a TOPPINq SHALL BE"ELASTIZELL" OR - " ----�j-4= 8 14-1 "IDEALITE" A44RE4ATE GONGRETE r ' - „ ; 1,1 MAXIMUM DENSITY - 110 La/FT3 SEE s8 i 4 8 4I x SPEGIFIGATION-5. 3 t J I I + �-/ s '�"_ ' ID SIMILAR TO 2-1-1 $" 4 � �" ZG1.3 _ t 3` s SECTION I P I -0 SECT N P I —_) EG ► I ( _! „ LINTELS OVER WINDOWS AT OPF-NIN46 HOLD 3-0 ; 8 WALL DdWN, POUR -.. I^� BEAR BELOW:M�N 6” i^AtZEND (L L 7 bZ FUTURE CONSTRUCTION I I-6 5LAa OVER REINF W� 1 , (iF NE; ';sD i l 58- 4 Ly #4 D6WE.L1,e8"0G ro ) �* SEE 5EG 3-I-I + { I 2xIU5 @24"0,L _ - - /,---2_2K65-- - - -- _ --------------------- G ENE�A�. �oT�� O °p _ _� THRU MA60HRY — - "� - - ` --�-1`L ~- ++- - -_ - --- f -- - - ' - - - -- `- - -- --� � I 1 + I, LIVE LOAFS USED IN DESILN' ROOF £ BALCONIES 5OP5Fa FLOOR 40 P5F, 5TAIR6 100 PSF - ID - T 1R5 IMI LLAR _ _ __-- + t- -- -= -- ---- - 1- -- -- -- __ -._ -- I I i I I I ; 5 A S -' ; FOOTI 5 RE DE I FIED TO BEAR ON i^.X15TINL UNDISTU BED DEN6E GRAVEL � GOBBLES 1 4"601`,16, SLAB Oil 1 , ; TO TH05E AT 2. NG A `� 4 R j S 1 I id' TRADE, 6x6-1O/o WW1 1 { I I + I I SEC, 3-I-I - ! I }--' ' ; ; IN ACCORDANCE WITH THE REGOMMENiDATIONS OF SOiL INVESTIGATION RtrPORr# 394.6 BY i _ I i ; I I I I_i _. r t 4 � { iN ELEV TOP OF SLAB I I � I I I 1 '! 0 I + I t � ZEF''--, FARRiT�t�TOt�S � AShaGIATE<>_ EXc.AVAT'E UNDER FOOTINGS t THICKEP�IED 5L,'�BS f�`2 _ ;N =74'-0 1 1 I I i I 2 I r 'gyp ; 1 ' - 2 10,5 @8" O.G ' I I REQUIRED TO BEAR ON UND1`3TURrED 'b6IL.. SEE SPEGtF►C.ATION� FOR cOlv11!AGTIDN I 2 i p -1i , - OK FILL. f I I i 0 I I I I I I 16; , 1 ag i i I f f r° � i _r— °� INDICATES _ _Z><Gz , 3 sTRUGTURAL STEEL, iNCLUDIPIG WboD r=RAMINy CONNECTIONS, SHALL 5E 1 1 1` i I 2-2x65 - I P>EAR'N PAR- FA f3F11GATEti I i ! t I WHERE BEAM1 p + i G I i ERECTED IN ACCORAANGE WITH LATEST A I.h, C, SPEC I, 1GATIUtJ C 1 [ i P �i + �' ; I !w ! Znlos @If°O G.- I1.� -__l- BEAR ON STUD PAR- Pi TITION E512-LOW GObE OF STANDARD PRAC,TIGE, USE A3!, gTEEL) �y= 31,000 P51 34" ¢ A307 BOLT+s. to-9 �; a ,_---4TH 71-5- - 1 1 4-O 7^=5 -4 3 Z 7'-7 I 1 d, --,� TMOM,, PROVIDE ! I , „ 1 j 11 TYPICAL I r I I N I i i 64 (0'4-")l- ,F I I , + .. 1 I,-- __ T 2-2x4 STUDS I I 4 WOOD FRAMING SHALL 615 GoNhTRJC,TION GRADE coAST REGION DautILA7 FIR, f = 1500 P51- t� I THICKEN SLAB f 1'4 ' m' I I I �' ,t,� - �i tl UNDER STUD , �' 1 •/{ I-89Q xl'-O , (04 f I i , + , , _, ? 1 i -��_- UNLESS OTHERWISE+ , -, PROVIDE 3RiDL�iNr� F{O. > @ 8-0 MAX. FOR FLOOR JOt ii j. PROVIDt= SOLID i3LDc,#<IN�, I I ` UD�� THK Fr64 i + I ' I STEP FOOTING] I-O ,,,I t r L NOTED. 5PIKEZ�4S, �*i BETivEEN JOfsT'a OVER SUPf�oRT�>- WHERE JOt5T5 FRAME INTO THE :�IDG OF SUPPORT- LI N I BR4 PARTITION, i ! i �Q�`'�QV 1 I I I I i _ I , 1 1 N i + 2-ZXG� Z-2xlos TOGETHER B12 1--- t `v' ING MENN5ER-2 PROVIDE " TrLO- U� GRIP" F1�'Ah1lNl� ANCHORS OR EG?UAL PROVIDE- DOU>3LE I Q i I (4 THUS) + ILO THIGK- I _ ; _ I �� �� i I __ ' + ' ` i � J01-5T-i5 UNDER ALL PAR-i'Ir+O Ng PARALLEL. TO Ja ,>T5 NdT SU PPOP,ED JN PAR;TITIUi49 FA d I T _- — I - f -- `I T- I I - _ r- - -r-- r - t --h -- 1 1 ! "m _ L r{ - 1_� _ { _ I BELGW t L'L ' I { - f oh 1! 1 1 -, 1 { - i - I _ -- I ,iaj �Q 1 i f t I I , rI r �'I� 1 ! _ -= O G E,W TOP I , I r- -- - - - t 'h I ' 1 -`J b --� _ + ji - �- - r i SLAB STEPS , I Bi315 pr-- BDIJ I y = 1PAD.W/it4GIZ" TOP EL.73'-0 + o ---- - �__T I ' I 00 I I t �3 2x4' GOL UND>~R E 5, REIN FORGET} CONCRETE HAS SEEN IaE51GNED ANa SHALL 615 6oN�rRUGTED ifd I ' t , L p Z'-O ' , i 1 i �,- _+ __;_ -f Q Sl F f3 1 IN E 1 - 3. RETE SHALL � f, OWN i ! EA DE OFDlx1R ACCORDANCE WITH TIE A G I U LD C� GOp + A G 3t8 G COf\IG' n i + I 1 +C 4-2x4 STUAb; 1 - s -`- - V - OP RE SIVE H OF 00 P i INFORGIN HALL SEE NOTE 515 4-I I .� �, 1 v q I ® I I _ - j ' a I, SpiKE Z 4 I HA E r� 28 DAY G r1P S STRENGT ({�� 30 `� RE G 5 + , I i r _____ _ _J I 1i i i i i I I IN PARTITIO►J '! rOUETHER I _ i BE SPECIAL RADE P1E1"! DEFORMED BILLET STEEL, A S.TM. A 432 , fy=GO, OOO P51 - _�._ m� _O I -T I I i i 1- r, _� t- ----- - ----- I G Lcl I -I - __ -� __I_�_._ tv I I r STEP FTG i-0 j +2'8 I I 0 - , + ,; 0 1 ( I I + N 10 �-I-O THICK PAD P I I I UP TO Z IFl, 1 3-2xtOS I DEI=-OR,1iATioN5 iN ACCORDANCE VVITH A S,T M A 365, AND SHALL BE DETAILE'TD, rA5Rl - i ! i -�"'- -'� r I tD i _ - � _ J N j Lo �M l W/� 4@ 12" Ew STOP. �+ Ili, , i- DOWN TO - I ; ` l GATED � PLACED IN AGGGRDANLE WITH THE A.G, l DETAILIrILj MAIIUAL, A G,I 315, 14 14 TOP 'EL, 72-0 _ BASEJviE�li 00' 8-4 9 9 7 7 - STHRU I MAKE BARS GONTiNUUUS AROUND �iURNERS OR PROVipE CORNER 6�R5 TO MATCH Z-2XG`�-,� 2-Zxn5- - AMA ONRY HORiZONTAL BADE]. LAP PARS 24 DIAMETERS AT /JPLI6G 2. PROVIDE 2-sty WITH f rl © I I 1 I 2-0 Sax 1-0 -- i ' f x S 11; Ili 22 2 I I �, ! Z-O PROJECTION AROUND ALL OPENIH46 IN GONGRErE • I �'; Z'-0'�c?,xl U I i p 8 THIGK FTIa, 0 - _ __ - 7 p - - -- - 4-Zx4 STUDS 3-2 10 I i -il- 1 2' ! F l + I I ! ' i �� +� °r r - o I I �9� +Q4-A- UP- SPIKE - rt + �(( 6, REINFORCED ROUTED MASONRY SHALL BE GON',TRUG.TED IN AGGORPAf(CE WITH THE THICK TGT i ; ! _ - lv ! t I _��� I v E I I ?2 TOGETHER IT. { i _ _ ___ �+ 3�2K105 �' UNIFORM aUILDiNG LODE. REir�FURGING SHALL BE IN ACGUcZDANCE �JIT N PARAGRAPH -- 1 - � Zx10 i I I� - ii _ - --- -;_- _ -- -------- - 5 OF THESE 4ENERAL MOTES LAP BARS 30 DIAMETERS AT SPLICES, GROUT 7 Moa1'AR � I I , ! `�IF3 FTG 2'U� i _ 1 _r + L � --� ,, -` I + - I 1 w + t I l , CD L _ _-, Vv 84 9 , t SHALL BE TYPE ' S WITH A MiWAAwA ?,6- PAY GOMPRC531VC STREN(ITH OF 2000 f�511 II I ® STAIRS 51MILxa�t To -- �j --_ -� - �, I ! I I _ 1 I 515.E SPECS USE 4-U 4ROUT LIFTS UNLESS GL.EANOUT2 ARE PROVIDED, IN WH16H TH06_E0 �Eff. '5-1-1 Wl CASE 8 -O LIFTS MAY BE U5l=D r I - - -- - 7 Do INOT BACKFILL AGAINST WALLS THAT RETAIN EARTH UNLESS WALL 15 13RAGED AT TOP SIMILAR TD I-►-I 1 3'-4 3.6 1 I ! RECESS WALL SEE ARCH. p,V(�S FOR + 2-2x105 TYPICAL - L_i _ _- 2 Ip i BY FLOOR SYSTEM OR LATERAL SHORING THAT 514ALL REMAIN IN PL-AG E UNTIL 1=LObR $TEP FTG, 2-0 t I I I E 3UTYL RUBBER i 1 ; , FOR FLU ENTRANCE STAIRS 4'-8 j 4`-O_ L06ATE ,�� I I � � �-8 13-a i 3-8 � MEMt3RANE UNDER SYSTEt.A IS GONSTRUGTER � 0) 1 1 _ I j 51M I L A R TO 7-1-I ! i i a ..� p - -- - ; -- --- - --n- G IO'-8 --- 71-?� t I j ! UIiDER STACtI 2-2X10 ` 1 TO 11L N ' ] e , -.- { � - ; ' i ,-g'1 � B' � t Ij � j 1 I 1 , r8 �- SEE ARCH DWGS FOR a HOHMANN PORCH CGL. I I ; 1 -- �_ _ I I 1 " I } I - _ __ ______� ENTRA1iGE STAIRS. �i UD BEARIN `� 4-8 IS-- O ? 6 ,f , i3-2 - 4 4 8'-8 - WOOD 6OLUMN - PAP,TITION - , BASE�Pt3-44 0� r5-66 4 -\ OR EQUAL TYP WHERE WOOD 601-6, BEAR ON 60N6 2-*�4 -- - I j �! , G UT 4 x0 GO L5 TO 4.4- AT „ _ -_ - - - - - - - - - _ - - - - _ y_t_�;i_� _- --_ __- 3 GL@130TT Y--- -- ------ -- � --- -- -T I I �- m - �- -ir- _ i + ___ - BASE TO FITIPPBr-44. { 1 C - - -- m v'2 1 I TO W !EL.821-0 4 _ �- 1 _-., i Bu I, I v I 11 I ( 1 I _ - �� r --25`-D- -_ _ ----_ lf _ 811+ I'-4t 8" {Pi T, I I I I 1 I---- '- rnl�THIOKErI SLAG / -- , _. I i, THICKEN SLAB i + I i [L'"GONG, SLAB + I' UNDER STUD I - - Ail, I-O r 4 - i ',1!- TO 6 TN I5 AREA �I 1 II I I a 1 I r-�--- + 4'-6 O i 2C,'-4 I 23'-4 ! 6<G CoL II I1 - l I t i ON GRADE, 1x6- i I _ ,BR4 FARTIT10N51 - -- - - ._- Io 1I j �v i 1 /o W 1JF ELEV I i \ ( -I-0 i—O v- I I I 1TOP OF SLAB=83'-0 I O I 581-4 1-& 60 x1-o - .,� - _ --- - - _ -- -- ---- - ------ _ - __-r-_�_ t d I 1) i i TH ILK FTLi --I'� i i. i 1 1 t„ __ ; j 4x6 GOL i► 11 a• , I I i 1 -�, 1 - - - -=- - - - - - - i I -- ""°— x ,11 I 1 1 ¢ 1 ` a -� I 1 SE(,TIDN $i �'2" ^ I -0 6E6TION_- 91 'z" = I'-0 ' ___ - II o I `-- -_ - !`-_ - i �' 1=0 THICK PAD I 1 a + STEP FTG. - ? 1-0 THICK PAD _ I i i -- _ ► , ' + v,//#4e 12'` E W, Ill (- , i '; by/st4@ 12" EW I� N, TYPICAL AT 6TUD EEARI aG PA,RT IT;OrJS j-0 rf----� t t tra I �� TOP I -- _TOP_ t r--- ( 1 I I (o K6 GOL BEYOND. 6x6 60L BEYOND, r r NOTE: SEE ARL1i. DW4. L I I o ,+ �'r' I , I ' i' FOR BASE DETAIL FOR BASE DETAIL FOR ADDITIONAL WALL 1 I r` ;,1 -- ,- ; _ -i I'-6' 7'-7'z ct i I r-1 - , I I r -O + + I 1 '' I �5EE SEC. 8-1-1 'Z BOLTS SEE SEC, B-I-I. r _� 6-2 20 I OPENINGS WHICH DO 00; ! - --�-� -r,, , I I I �1 - - - - - - - - - - - I ( @ 3 O G Ir ti - i T ND DOWN - i - - - -- --------- - -- - - r __ ___ ' I "j 1- - - - - - - - - f - N , NOT r=X E OVJ 1 r I �_ _ _ _ ' m ,1 24 w TO FLOOR ' --- -L ! - --� + -U ! 7-#4 @I0"OG # I 4 <0,'-O @i(o"O.G, ( PROD 2'4x41-O OC. (,E x3-O � OL. �; i i--------- -� r +--- o- - I t- = I� � ; CON r 4x170 LOtI�'\ . GEiA.TER OVER �l D ED E WALL , / I # I� (,ENTER OVER 1 -- ao' II ' ' ' + I QDJ- Ik - l @16 0.G ,� L AROUND G t i 1 fi i �I-o i I'-o , 1 I-O� i fit' Px6 i { N JO'-9 1 i 41-7 - � OI ---�__-wr_='..i.� -..., � •__,_a_.�T� .. i ' ' �/ '-T-` - I I I i 1 — , \,1 l \ ��>>� ?� N\ITY�ha 1 W'.i,ty-, e j -3 +` 9 �' y Ji i qq STEP FTC, . 11 1 -O 13'-0 0 G. 4-#4 GONT• i N' j 3-#4 GoNT - - _-- + �- I PROD. 2 HORIZ ' t Z-»4 - - H0RI`Z, �]~ "Z4 1 _ i _ - - _ _ 4 - t" 1L -�U O, 1 111"k , k`� I -: - - O 4 @24 v ��-, , I , �., ��4>•�z4'' '�aERr J� �� VERTICAL - jT.O.bVEL, 63-0 EXCEPT J b' S-2 4" 6° 4+ j I - I NOTED 8.. k ,. ; ----- --- - i - -- __ 61 6 - 4 - Z 4'� KEY- BAE�ViENT PLAN � l8;� - 1'-D) FIRST FLOOR FDUND/�Tl(1i PLAN L - Q Q ' S 2x4 s @ u n 2 X45 e10"O.G Z t4 0,-8 SEE ARCH PWT GAS 16" OG I LS /V 3WIT} C _34 B01T5, FOR ROOF Dr- -7 SEE ARCH. DW46<z 3�O•�a^��� SOLID FOR ROOF DETAILS 2►Z++ 2 <45 @ I�" O G. ,` 4�, s� UI OGKING (NOT SHDNN) = L0 01 � I SOLID '�� k5 : � 00- �- SEE ARCH. DWGS s' w 2 2 } 2 FOR ROOF DETAI L5. • 'r"` TOP OF MASONRY r 5 �, SOLID 2x 4 BLOCKING I s BLOCKIN4 ~ ��`• WALL. BEYOND. K x OVER f3EAM5_ . �. SOLID 2x4 BLOGKIIJ4 E.L. 109'-0 2= ELEV IVARIES, OVER BEAMS >m i FAGGIA- SEE\ ` K 4 } Z-2-6 PLATES W/ \ = w _ ,2,1 c 0'-l0 BOLTS @ SLOPING 2x12 EA, SIDE x r 1~ �~' N OF MASONRY WALL, BOLT �', s - 4'-0 O.G. NOTCH BMS . TO MASONRY WITH 34°4 4x16 6ENM x 4" r '� r TO [SEAR ON PLATES `. BUILT-UP BEAM 1 - - BUILT-UP BM. BENT I�_ 4x'4 x ,/ 3-2x OS 5EE 1 SEE SECT. 14-2-2 1-2 z EA, 61DC , - BOLTS Q 2-D O.G, GROUT , �` -GDiv1POSED Ot- GELLS WITH 60LT5. 2-34 � BOLTS SECT 15-i-i, ' - Z-- - 2X8 GOVT. SpAGERS '\GUILT-UP ROOF BEAM�i @ 4'-0 D G, " , COMPOSED OF 3-2x125 SECURELY IN SLOPI?JG BM u - -� WHERE MASONRY DOE5 3 " a SPIKED TOGETHER, EXTEND GTR. 2- 4 O-G LAG , „ , , f 2n45 @1(0 0 G rr NOT' OCCUR, ® 2x12 OF ONE BEAM TO INTERLOCK 5CRF-W INTO PART 42 x3t'WEDGE SEE ARCH,, DINGS m I , WITH OUTER 2N12S OF OTHER NAIL TO BEAM FOR ROOF DETAILS BEAM AT RIDGE ' NAIL. STUD 13R4 PART. BRU, PARTITION NOTCH H TO BEAR ON 4xi6, .� BUILT-UP ROOF BMS. r- @4-D 0.6 SEE `�.\ �i f� ''-'- g�(fGKING 617-(-T 15-2-2 2x45 @ Ito"O,G. 5EE `y ARCH DWGS FOR i= f- 2-Zx(, PLATES NOTCH 5ECTION '2 I"- I°-0 SECTION 13 �Z' - '- 0 SECTION 22 12+= 1''0� ROOF DETAILS �/ �`EAF1tS 1 4 x IZGA K3-0 STRAP \ r Z x O-IO BOLTS ttti� - NAIL TO BEANS �<'� f e 4'-0 O G ( E 12' PLYWOOD BUILT UP BEAMh 50LID BLOCKING EA SIDE 4''-IZ x0'-l0 lt-WELDED r , 5 +' 3EE ARCH. DW4� tv� -� SHEATHING s " 5EE SECT 15-2-2 10 515 AT TAGH TO 10515 TO 10 B I5 BOLT TO ROOF �`� IOB15 BEAM - E.L.IUD-8 1%, TOPPING, 014 i , \ � :� \ 5g" pLYwooD DE A L5 ONY I 8 TOPPING W/�2"�BOLTS C 2'-0 D.G. � ABM. 1�✓�4-34"4 DOLTS. SIMILAR \ �``� It .✓,� FRAME 2-2AG" INTO 4.6 ON Sg" PLYWOOD 18 10815 qT OPP ErdD OF 10615 ';/� 4 MASONRY WITH TFlO-U-GRIP 'HANGER l �'- 3RD FLOOR TYPE A-4-G OR EQUAL, EL 92�0 / Z J - _ - -_50LID BLOGKIm Wj a`�y �� GOUR5E EL, 101'-0 oR 101-0 _� 'Z 4 BOLTS @ P"-'O G. FIREGUT R� 2 <aS @ i(o"o G. - K - FIREGUT 3-2x1 '� ' EN h_3-2 r } t a BEAM, "\ D - SOLID BLOCKlUI61 x '� Il - 2-ZK(5 { SOLID BLOGKINy ©I M _ -_t <` _� _ - -- - \ A< MI'To;T EA BEAR 014 2x10JU15T5 13UIL-T- UP BEAM GOMPOSEra I J � A50NRY AppITiON'1�L 4 _ ELEV 100 r 50UD MASONRY. LO , / 2105 @2Q" O.G THRU OF 3 2x127 SECURELY 2x10 JOISTS �� -°� WALL MAS. LDIIRSE, x SOLID 5 GKNG I SPIKED TOGETHER, CENTER NOTCH 3-2x1013M I I UNDER ID�1315ORLY EL, 100-o MASONRY WALL 2x12 TO BE GUT 12' SHALLOWER 4, 16 BEAM F 2810 JOISTS TO 1 L 1 CEILING DVER THAN 2 OUTER 2n 12 h. BEAR ON 4 x 16 NOTCH 3-2x12 BEAM TO 34 � BOLTS �2-0 CORRIDOR, LINTEL: SB13 W� I 3 „ x , ;�; FIT TIGHT AGAINST 10815 �4" r BEAR MIN, r - 2-12 BOLTS EA, 1, 4 d i S BoLT5 @ 2-O 0 C. ALT, SIDES 0.6 ALT SIDES IOSIS �;� WEB M,A60NRY VVALL " LAZ OF 10615, GROUT INTO MASONRY GROUT INTO MASONR`�. 12" EA, END ON END, 6 FROM END 5TUD BR6- PARTITION) ---- -- ��- GROUTED MA50gRY OF BEAM, BEYOND SLIDINL1 DOOR SEGT�ON 2 I"= I'-D SECTION +2" _�'-p� POCKET. SECTION i DI �'2 I'-D �EGT ION ZS le= I�_0� I � AT EACH 51DE OF THESE ! 5EE ARCH. DW/a5. OPEPJ►NGS rN MASUNRY- FOR DETAILS REINF WITH 3 -�4 --_� ,F AROUND WINDOWS VE_RTiGA;t.- IN ROUTED 1 �' DELLS IhT TO 3RD FL t Zx10`'G�24"O.C. 2 3RD FLOOR BALCONY --____ _- - --------_ ------- ---- --.-__-_ ' 5'_2 12 SPACES C� 4'-D= 48'-O --______ �_-_.__-___�_______ ___ SIMILAR TO 16T FL, i4--- - r- { 2-2x125 AT 2ND FLOOR -- -- -i- - - - - - -- --- - - ------ ----- _ -' _ 8613 Fl? LM 3RD FLOOR -� I -- -1 11 I -- _i- + IBS' TOPPING ON ; q (`--�! V I j __- - -- ---; --------=--------- - , ft - �'i - --- - - 'i EXTEND BUTYL_ f5g' TOPPIN(a ON BUTY1_ 5fi» PLYb"ur?JD ON d I -!, i 1 I MEMBRANE UNDER _ MEME3Rf-N- ON e 105016 O.G, I � 7- CORRIDOR TO DOOR / 58t' x u „ T--- - - -- -- i' ' -+{���I _ - ( ! PLYWOOD_ �- ( n Z-ZxBs Q I,{ -� - �1 1 SILL. 2 ND FLOOR 4x8. 5EE j it — �- I _MEMBRANE IN STAIR GORE ELEV, 92'_0 ( ;� r 5EE ARCH, DtM1IGS - - i+! ARCH SECT I-5 II ONLY ALL FLOOR s, 1 FOR f3ALG DETAILS- i� - (�- 2x10s @12"0 G. it - Ir _ I �I ' !+ - _ __ 1, 158° TOPPIN4 ON I' I' -- �i I i 2x4 @f<o OG a' _ ____ __ - - _ 2 x 10 5g" PLYWOOD ' I ;; - ----- { ' TYPICAL BUILT UP BEAMS 3-2x10 BM, 5 I SHEATNIN Flrt. T ' y i2-2x12sJ I or GaMP06ED OF 3- ! `; o� I 1 :� ZxC • i --- _ - 2x125 5PACED 4, + ice- - NOTE: 5TUD PARTITIONS i t FL. EL, 9?,'-0. t OI I ? W 16 {ARE BRCS.PART'S,AT i! I @ 4'-O O.G. TYPICAL _ i » I 1 ROOF MUST BE CONTINUOUS 1, I' -'{i 2X 12 - TYPICAL 2x10 JOISTS - 4'x 4' x 4 x O-� j; -- 2-2 K11Z5 - - - To FOOTING (OR, IN ONE BOTH ROOFS. I,� ;� AT PERIMETE[' BOLT 1sT JOIST EA, SIDE W/ 6 34»+ SOLID BLOGK�IVG I + -_ _ - -- y -SIMILAR TO f ----�- -- j , „ ; TYPICAL AT �� _ _ _ � � CASE To SUPFCRTrN ± TO MAS. WALL W� BOLTS. �1 x 5 1 t _ ___ SBi5 BEAM . SECT. 14-2-2 13\' r 2 BOLTS @ 4-0 O.G. i 2-2 + I I 1) 1I 2 2 2 I _._-__.-.__ x h I ED4 E6 OF , 4KIG BEAM p - �.- I 3-Z ID 1 ` I -- - --- - -- ----- - {� - - -- --- -r-- -- �--- f3ALGONlES _ F 2-Z 6 i 4 2x4 5TUD5 K D EJ OUTSIDE FACE OF I - 4 l� 8��1 SPIKED TOGETHER RI G _� MASONRY BEYOND, IN PART. UNDER m _ _ I 4x16 BM. j I I � —�► '". , 4x1 6M EA Et,f -_ , r 1 _ WHERE BEgf1t5 li � I +,t �-_ - BEAR ON 5TUD PAR- ( ; -3-2x105 kl "`��-' t�__ T1710N6 PROVIDE 2-2x4 STUDS r-2x105 @Ih0GI 2-z 105 i -- UNLESS OTNERWISE� ; cv 19 _ _ 20 - - { + N } il,+ 1 his i TYP. EXCEPT I x / ' �J ; -il I NOTED, SPIKE ? 15 SE GTIDN 2L (le - i� SECTION 22 z++ I' D 1 I T S TO T ER. 2x10 + - t--- AS NOTED, 11 0 _ 5 UD GE H - I tv . M. 4-2x4 5TUD5 f -_ tz I 51 �_ SMILAR TO 2 SPIKED TO- +IO © � N GETNER IN I -` l 1 1 I -( + i I I �` ��I I I� • t+ PARTITION --� t+ - -- - — — _ SIMILAR TO UNDER 6tA, I f �' 1 1 2 SECT 17-2-2 ~-�+1---- I i+ 12-2x105 __ � 1 I a I x 5 J i I - ll; -__� ;I 3-2x f0Ii15- �.} - 1 3-2 10 _TI DOWN NAIL TOP OF CAL. I__ ! s -1 DOWU ,-- -- Ii! i_if 111 Iil --- - - - x O L. " .e (o c 6 COL. .--. + I 1 t - 1. I' • L 2xIO JOISTS @IGOC . 1 {�Z-ZKIOs •, ZxIO SECURELY Yo _ 3RD FLOOR SAME A5 (I FLOOR I —` BEAR ON Z I - - ROOF STRUCTURE ( {Ir - 5 _____ _ EXCEPT AT NORTH WALL i A , 23-4 -- --_ I Ig s I EXTEND WALL 2x10 e�16 oc 1 - �\ „ � -► 3-Z%105 -2-2x105 t - - --- - - --- i '7 8 I I'I OTED Old 21�D FLOOR PLh N 6 Z K 10 5 '! O G l ,1 , 2x10 22 1--UP- GEAR UPPEF,+ x10? ,....1'-758 FIN FL, EL. 101'-0 2x10 - _- + IOt3{5 + - �1 ROOF BE.AM5 ON 2 z / �` ' 24 IO 6'-35� WALL 4; 1 - �j _ 1 t 1< -+ 3 2 x ID 6 EAhI I =-- - N' —I �I - - --- '�� { -- `�- � I _ rl ;1 t I I! _ N� -----p =�� I I�, ��� t a BEAR E D ©ry y 0,5 , � � I I, f' � -�-- i1' �� ' ' j' -_ -'��_ ��I I'1 �� i,' l� ;"1 PROVIDE 2 BOLTS @4 a Z-6 x6 x 3g x I-GO - Ili —II i l �% ADJACENT TO OPENING - / �\ BOLT TO GDL. W/ - - 3-2 x toy- s -�'- i 1---- r 1 r �, ,I ,��_ _ h+_ _L -, _ °I }� - - - - 1 LA SGRE tiJ `' 1 r ,c4„ " -5 4" ' I I I I - _��� ; 5EE SECT. I2-2-2 38 xO=Q G "S -- - 3-2x10 QM L4" x38 x 0 3 4 BOLT ATTACH + 19 i i I I 11 - - - �' , ( ----- -- t7 r } -L#, -rl-- /fix i 5 I I r,, 1 i LONCI,WELD TO 7 TO 3-2xI0 B1Y1, W138 C. I 1/ , I fi p 11 i , 011^1, 1 ,( TYP WHERE ROGF BMS'' it I ,fl I+i " f 5i2R'�S Al '3B' 6IDE 1�5. NOTCH CQL, 6KGG x T �fiG SGr^.E'v5�5(B6T � �f ', 7' 3 p �,3 BOLT EA SIDE BEAR ON 5TUD 4rR- ,r. ,{ r ,� -,T--- '-- „ , 'I � / F'O R f;?5. U 5 E 2- 4 b BO CTS, � 4 4 ZK4 STUDS 11 '1 i 2xioS� I - --- t-----TIT IONS: PROVIDE 2- rg t II - t' 34 6 Bo LT -f vF GO L, NOTG.H t36TT j - - - ---- I - --- -� 1- _'_' - 24"O.C. i - - {'Y -- 2 ¢ 5TUD5 5P1KEp Z 2 II; 'I' I it l 0; •f �f(6 GDL. of SEAM TO AGGOM- 3 2I0S �--1;_..5P1KED TO- + � =�--- - - t t x 1 "r- -}- --- t , ( x S t, �� i I1 -� + t o' I' 4 3 O-d MODATE ANGLE, I� GETHER IN - 2-2x65 ' 1 i ' - - -'k -- TOGETHER IN FART, r _ �_- 1 0 � - - 1 t l - -`1,- N, NAIL1N4 it- S' xICGA� �-- Gxl 60L, s PARTITION t - I I 1 ' Z-2x10 �� + I i o, - AT EA FLOUR 3ELCJs'�'jl _,i_ _ i t — xU-B EA. SIpE- • i -._—Jiki UNDER {3��1, -•-{---' - - _ I I } { � ) I N' i r I 1 1 - ; 4 WALLS TH U5 : FROM , r -- - -- 4I iii -I 4 X / ROOF TO FLOOR BELOW 4-2x4 STUDS , - _ -4 x 16 BM _ � _ _ 1 1 I i` �' - ! 4 1 �_ _ '- - -= I _ 11 Z-2x�o51 +� - SPIKED TO/ETHER I --� I REINF MA50NRY WITH h� _ -- — r VERT_ GARS IN t 1 2-2x(o5 I ! UNDER EACH END " ' - �- - 1==-= '--- _�' - -- i- --- I ' ' _ - - - LiROUTED CIE--LL, (3 PLAGE�s / /� 22 I a 4-0) 4X16, BEAM -- -- -� � '�° 5 -i, --- - �^ �Et�TIV 1 2 l 2 �i-� `5E6T�ON 1 a 2 " .-. — 1 EA. WALL, 1NDIGAT ED . X) 7 , - - - - - - INDICATES _-P MASONRY WALL - _ 4-Zxl[�`i' f NrtERE 5E11h�5 C _ i�`'4x16$tA, r i E T BELOW � i I Il '� --- STUD f I , 1 1 - __I 2-2 xG 5TUD5 id @ li PARTITIONS It 'f 3-2 t0 ; _�I �� INDICATES STUD I� 1 b x 5 1 5 , " ,, SPIKED TOGETHER - - - -- - 11 f PROVIDE -2x4 II Z 2 I �, I p r-- - -- 2X4 Ko 0 G. BEARING PAR- I UNDER -2x12 M. N, r 4 - -- 11 + OVi E 2 _ +` TYPICAL t R 13 _ z Zx105!�iG'`Ot�1 _ 11 5TUD5 UNLE"�5 I, T I — ;II — I TITION PELO3J. - - - ! OTHER 1'6E NOTEi `9I ` t + TYPICAL it it ,PIKE T(0q_THFR.jI 2L 1I © © r Z-2x$ 13-2.105 12, , U_ -- �r Li -- Zxto� 2-2x1o5� ( 1 , - I 17 8 - -- - 5e-4 ---- - - ---- - -----f 7�s8 _ �' �k�- --- -- --- -_- - - -- - - - 5a,-4 = - - ---- -- -- - -- 1� 5EE AR614, Db"J(,S FOR ` _ ----------_--_______ ► FA561A END OF J01yTS i � aoo mo� ROOF PLAN (18,t _ I'- o) -__- "cW MAKE -UP �/'� ,r3ACK-FL a w PRCVENTER 1 PRV W/Tp/ C51-1 VALVES 2-60 GAL. /6'D/A. X 76 3¢"BY-PASS w/TN d EXPANS/ON WV&S GD /"X % " NEX BL/Sf1/NG S? I� N l I-1WS TO HE4T//�IG GL 08E VA L vE' 8 „ u K d Z N to ri CLG MA,Y. WE/GHT PE,P / P/PE DOWN TD PETCOC ri RA 0/ - TANK = 660 CBS. 4"HWS TO PUMPS TO 2ND E,YG,4NSION TANK 4" LONG X FULL SIZE 142"MAX) N/PPLF FULL S/ZE X 2 '�h/EX BUSH/NG'I` - LOW WATER CUT-OFF �FUR�1//SI/ED FULL SIZE TEE � 3 TEMP. CONT.POL V4L�E M,�NOW AIR VENNT 4- W� L30/CER) .r 9 4AlC11 D� olc IN 3 � FL6W. SEE DETA/L 4"HWR FROM I - - -- FLON/ • SYSTEM �PLUGGE'D TEE % °A/2CNg2GEQ L1M/T �' OXERI-IM/T CONTROLS -� 22 2'°HOSE 0,ACNE F TA,UK DRAIN W� 4' p _ �I H W. /ti'.�/IVS AT d fZ D.�'=%''.S 111 rLOV.. VENT TUBE f /10SE RESSURE TE�i1P GAC/GE 4'"NWS F,PONI W TYPICAL 7NRC'AD OUTLET, Lb BOILER PUMP P�, ) CD 6 X 4 " REOXER Z PUMP P/ PRESSURE RELIEF 1<,4L!<E--tom O MANUAL AIR „ ;I:' APPLIES ONLY WHERE QF7001 MAIN _ FU�PN/SHED W/ BOILER. `� DENT, SEE O4'TA/L t SIZE IS- G,4RGER THAN 2” ALL 5'R,4LLE,P f'ZIR,,o Pte' EXTEND FULL SIZE ;� SIZES VARY ,4CCORDINGlY. tS� HO?' WATER NEATER 2� E� �%" pR/�1/V TO FLOOR /N STORAGE TANK ¢"PLUG PlTOT TUBE f;4C/NG 3" COCK 0/0I=HW,QeFURAI- - ISIIED ZW, CH WOAL ° a° ° RIG/D, PE'RFORATE'D PIPE 67,P4P) 1-�GAL. CHEMICAL FEEDER / `yEX SIIOUGDEQ COMPLETE W/ VALVES, 5eASS PETCOCk 7 FIJL L SIZE-/0,/-&6 CGCK e-FLOW CONT,POL 'VAC Vz=-' FULL S/ZE 6 X Q ' REDUCER I "H/6'H CONCRETE PAD -TYpV C'AL P/PE STAND,J BY G. C /.ZNGTH � U U U _ 2`P/PE WIDTH TO BE VER IF IED STAND 8Y M C. ' -0'/ TO tit FLOOR � 1 ",1OSE VALVE SEATING PUMPS PIPING DETAIL No SCALE B A /L 6-P P P N G D E TA I L �. /V.0 SCALE T YPI CA L A I R VENT PIPING DETAIL NO SCA L E - y Imo"HWS UP,\ !" HWR ON --- NWR ON �.-/" yws UP /wws U'°,/Q'N�vs /NHIVS UPEQN /'%/G1%S EPSON /Z 1OZ141V lo • -O' 2' PV 4-/n•' . le PV 7=6" �" 7-CV (/.6 GPM 8-0' 140 .5-G, /9- - //'-D" 5-0 //-O !/'-o` -p' I ' 3" " R/SE ✓ENr' P)i'2U,d 111 BELOW ,°=LOOR 5L.4B / ¢r6H i --BELOW FLOOR ^SLAB '2"TGV U.�G,?Y1 ` ��"JC►/ D.7G!'t? -TYPE o,a 1 Af.�✓ CC/LIl(C ..' �r !" f � I Y=yTc✓(1,lGr:M) �� rz`;'/� � � ��ry'°rte✓tv,�G�,t�l 151;;, E/�/✓0/.,r s ABOVE CB'ILIA( / TYP` ,r' COPPcf� B 12 s•� -a�ra�v.F<da.4� I C ( l-AErWLEN./d/STS. } -2 XW5 DN. VENT 3 I ABOVE CL G BEL OC;' /-4"/=,C'J.s! IVALL, t l \ 115 / �-" � ` I /BELOP/FLOOh' Y ( 111 8-5 No7'cH-✓or:rs. t / � \ ' �___._J -C1 f'o~F,cao,i!✓✓�L�., � 1 , � I � „ /� f1Wr? UP T T 117 T . U=nIT _ DROP t 4 r T `i 6E'L OW FGOCJR_ t ' z"-C % - 3�¢,� HWS-DOWN. VENT --- _ _ — 3-0. / Z Co ' _ 1 �f � a 151 8-6 I�2" HWR UP_ - -- --- -_- �'`3V� I I /1 h'Gf/li' UP, !z"1FI+✓R ON �Z x Z�_ STORM LOUVER /A/- / W HWS OnWN, Y6,tIT 3" ! � s— �' - �. .,-✓ 4 ` t30TTON1 OF_ DCJOR_ 22'�x g"_ _ ,v t ." -g G0LIVER IN v'.Q �( 1' I 0 _ I RI-5E TO CE/LING f� 13 I r '� IV�/Z QUTDOOR- _T_-'5TAT (120V) t r I /% " I ¢" --4"NWR _-DOWN ,- VENT EXPOSE AT CGG BELGds� I 145 102 1 22 ��11 I O 7 I r j� al'HWS Tr!?J 4!tatiTft , � r sxPOSE Ar CC6. ❑ 1�2� 1-1 ..� " ---GHE/I�J/CAL--FEEDER _ _ - `" _ 21 z a„ 2`z' *� g., i- / — I 2 '" OIA:-BREEL!-1//V6 W/Tf-/ 8-G• I , � — — 1 RARO/(�IET,P/C DAMPER ON END,--PI 7-C1-r' UP TO STACK V �4�! TCV CZ.=3 GP °- 3" !1 t _ i_ — _ _i �� ,i ,t w Z~HL1/R UP, s ffl%Rl�N 12I __..,_ -- 3 /X PWV UP 2�" _ _� z4 ,(24 STAC/C NS/DE� WITH 3¢" HINS DO1 tf,{✓. VENT �" 4 2I2" ¢" z CL EANOUT_ 47'- /-$YPnSS �DPOP B t1ENT \ I I YPU✓_ .9 C_ _ri'r;: Z 14 WS AN 3--3-W,4Y Q ��"?-CV(/,6'GPM) - L" � 2- 6 0--GAL. EXPANSION ?AnIKS t3 4 i N Z l z 2 3 AT_ CE1C/NG - ___ - - \ z 7O�_O_"CEILING__ f�E/GHT _ - f2"F✓ �--— ————— ,� - �~ ✓ENT �r �°=r1,n 8`6 NWS uP lot r S„ t l `S"�" ,. NOTE; __ - � I` • I I I � I 5 "/� 2 TvG(}icoat) NWS UP RISER_ DIRECTIONS ARE "UP's /-11ki Sell / 111V,3 DN `- f /2 yf1rS UP'' TO FLOOR ,ABOVE "DOWN" j'HLVS ZIP z 1-INS DN I1.4°a/' '3ELOvv ST / S�--�—:. 2 70 FL OOR ,l3EL OIN 2"HGU!{DN ICE,'✓T VENT�:vVS �'D /gtEzO,�,�ER) •5GA3 (TYPL j Z HINS N�'�R UP I _ I 1 l�£//T w //"F✓ i 23 � � ""'"' �z /�6✓.9 ,DN 1 CROP- .�,� /z a/./, �Z5 � T ►2 7 • ( t 1 124 x i ABO CE/LING I _ I I 'R I 133 T �� I z"rcvlas 15,1:X/ A Cy � 134 i � 3'G R/S � /•' I "TCV l'�: ? G.U..,�,J .q,"S T1/R!//NE4R71-1 �Tl'.pE_.0 c BEL©W -200,9,5.4 AB �'- -I (BELOGYd�L/,'SZAB� /I4 / ITYfE ,f CD.'.� ila I— (TYPEKCaPPE.4') t tilt c] VENT 5'©ROP R/SE ¢•_p z54 SZ-1WZ 7-�OOr4 1OZ141V d "TC//(D,s G'Pr'✓/I /:SHbYRUP, �'!�'Yr?O^/ L1 «'11WS U,° e raa v � � . a! Z N 00 Z p t�� U 4 of I r -y U/ �%rcv/r6 U,G,r9� /5 rYS UN !//✓�ON LE•t/T/!✓TO %" I"/a `I-CA? 7C,-i C�iS��OARO Cavit y 1/2" T.C.V (0.7 GPM) d "TCli�O 9 C�iYl1 3/4°HW.S UP, /"HWS DN. %'f/LYSUP /`fNyYSUN GRAI) /WIYRUP, /f/GYP ON � �„T-C//�07GP/G1l =0 YE/YT¢De4P j l/ENT ,ORO.o 7=0” - -t 4 v l r7-71 BELO`YrtLOD.4 Qt,ur.. 209 ' -- z/2 2L5 2 G 1 2/B i �.�•, i 308 I - \ 311 3/4 -f S 317 - C1 G, �3E-,GEJ�✓.�O FRO, � WALt.,csvr�</ ✓o/sr� + S/ I F-3391 ) I -r C'/3 T T a 17 y T I NcaTcEl Joisrs - 2-'0' _d -f r __ G , T , / -- - - - - - - - 31-0. ( - - ---- -- ,� ;_ - -- _ 110,F, WALL WALL ` 1._. Y y I I I �` /VO TCfr' ✓O/STS VENT Dgop 751ZOW 10ufR01e WALL.rI/OTCH✓O/STS r J�tSF i 3I2 3/3 3/8 204 203 213 2/4 219 I " 3Jq,Py. � � � TwE£N (✓�C1, a75 ; �� 1 /'-0' /'%//rY/� 13071 -303 302 _ L�'`� .. _ - "�%PV z a _ 'B.fS�BOA'1J CDs ark ' Lna/2 A6a�� r f35CUh/F ' gELOt�t/r=LDOk� �dlf3''` ' T i ' s 8.�.:,G�C,•'r�J CD•-,�.� j U WA4L.NvrCH ✓d7�rs -' � t i � i '�'a` WALL NoTCH�✓�51�� �%��// I v��vr R770 205 O 222 I i �� I 321 I / //-f' li < l� 220 3/9 206 22! T SENT ORpP ^� / ---- agal �.✓ /z PV BETii/EEb� Brta<rr.cxG�R F q�oVE CL c. 3 Z / BL�GV/LJOF?£ JdOI�� CL F n IL SIT1111 19 DRan I %;yu��fr✓/✓�/rvrp / 30/ / I�° i I � --- - ,., 8._6. � � _ BELOGf/FLOOR Y4"\ � `- 3'-O" ^ • - 7'-O" z0=0' CL G, /L? r NOT �' t '�- ✓v STS - I t l0 8• -. - -_Norcr-�:ro/srs - � .,.. - .,. NOYCH ✓©i;TS 00 ,� ' ,p/��� DN 3 ` --- 'N 7:f 9l S � NorE R/SER o11 CT'/o1VS ARe `U.o To _-- - _�- ' • f iHss'S U.o�',oiY' t.�©pry.v�'o�F �OrV';�s.�U©.�®.��O,+s� ' �"TCyr'�,U c/';:'1 Ilkys D/V. io'--- F-771 9 -o' R/5 � 4'o` ,!,I . V"rc.VL-S.2GPM)J� / w cl 13A5�L30AR D COVER -77 //5=G'' \\, 226 .S'�SE 277 PV BEL OW.�G OOR �' .4BOr:E T CI-G .BELLS;✓ ,QISc (NTA J075TS � ,��'•• � i � � I ( 23 ® I 6£LO/l/ /LOOK EABODE ____ __ - --_3 %'TCU/.'��v�il'l)-\ /".//GYS OrY I - o ,� CG G BELO<ri/'o"FROM Z 2 9 F _ . W.4L NO S-G L VENT OPO T 237` + 3 �o r /NTO BASEBOARD COUEr� - / 2 y5l 2 3I 3 N464 iL /3'-6" ' _2 36 '% rVOTCN ✓O/SJ'S __ I i l "'° `" ,' '{`` __ v W o .S=o 9 T/-//RD , iz uTC V (0.9 G PM) I"HWR DN. VENT I N TD �Z 00,4 AZAIV HGVS ON• BASEBOARD COVER SCALP - iz"T41i C/B GPM) szcO/V <�� oo,� AYXIV SCALE % - /"-O'" r ' R/SE UP INTO JOIST SPACE ��RS WALL CAPS I PENETRATE CENTER OF E7CTER/OR WALL CAPS -- --- e1 ado — — y Z tf) U) Z v OD ' Q12 B/3 B/ B3 B5 �LGC CLG FURRED 216 aLG TFURRED E�!NG GOWN 4" EF-/ IN EF-1 !N CE/L/M(;, \ d,� 1 CEILING 20 2/2 2/5 2/8 210 F-/ / WALL B// NEAR DUCT RISER /A/ WA L L CLG B6 208 204 203 2/3 2/9 F2_7 9 WAIL CAPS I ITCH, i OFFSET DUCT IN VER OVER DOOR !/EAD HOOD ` :t4" AB/NF(� f ( !SE IN WALL BJO # i BI9 207 I t o { I I 205 222 I 220 ! _ - F/ E AMPER R/SE TRiPU CLCi lNTU ✓�lST K/TCHE H OD K/TC �` HOOD t n Sl'.SCE.F/.C'E rJW MII?c!t .47'C'L(7- I i I 1 171 WALL CAPS -j I DUCT" / ERS F q /ST FLOOR DUCTS 4,6011E CLG DUCTS EXPOSED F/RE R D FL. W/r/ BETWEEN L/OISTT -J AT CEILING CLEAR CORK/ R ACCESS, ABOVE OVERHEAD CA8TS PIPING 206 202 221 u VENTILATION NOTES: B75 1 FB-2--1 - - - - --� _.,.. / ALL K/TCHEN HOODS ('WITH FANS SHALL BE WALL Clp-� FURNISHED BY OWNER AND INSTALLED BY MC 2ALL 3 DUCTS SHALL BE /O" X " UNLESS �! � \ QBdtj� CLG OTHERWISE NOTED V 8 EACH SATHROOM DOOR SHALL 8E UNDERCUT f.3 T�YEL ✓D/aJ /" BY GC SYMBOLIZED AS -0 IN G Cd L/N�i i e7, 8"x 8" DUCT ,4 CCESS AT EACH F/RE DAMPER WALL CAP BY M C, 8" )(8" WALL ACCESS BY GO 5 EACH EF-/ FAN SHALL BE CIONTROLLEQ 8Y LIGHT SWITCH. OR DOOR SWITCH. 5EE EL E C. PL ANS BA SZ 1/1E'AV T FLOOR PLAN Expo DUCT T CE/L/N h�EF / /N WALL NEAR DUCT RISER/N WA 24/ 225 f 227 223 1z RISE UP INTO UO/ST SPACE ty� 290 ! i 292 AL 6N S/UF BY 15IDE u PENETRATE CENTER OF K/TC EN HOOD 229 228 WALL CAPS—� EXTERIOR 2 X /O TRIM 229 8'D CT IN ATTIC l DUC R/S RS FROM EF-2 IN CE/LING /ST FLf? /RE D PEPS ` ,DUCTS ABOVE DUCTS ABOVE LG 234 AT 2ND FLR w/ CORR/ -- ICLG. CLG FURRED El=-/ /N EF-/ IN CLG, FURRED OWN 4" 9 AND 8EDIFOOM A ESS F. DDWN q" CE/LING CEILING °r ROOF #JACKS 0 VE 237 El SIDE 4t S/D ---lk 233 ® !t/T H N HOOD /09 - 232 I 230 r ' //O O/17 O EF- 2 /N CLG 8" D/A DUCTS - IN ATTIC ROOF' UACffS ABOVE uj IJ 238 ALIGN SIDE BY SDE /08 /04 F_/O_3 //3 //4 /1-9 2a6 _ 235 23/ A-ITCHEN f°lGbDs • /07 1 /05 j l2� /20 SECOND FLOOR PLAN SCALE: y8" _/'-O" DUCT R/SERB IN ' /02 WALL TO ROOF /06 /2/ > 3/0 8"D 1A. DUCT /N /4TTIG ; WALL - Z x EF=z--/1V CLG _ -- --- �- - --- - E'F-2 _IN_ CLG. . --E OSE DUCT 308 RODE ✓ACID -A80YE, 3/7 �} ALIGN 67DE ,BY E / /N WALL NEAR h - C L/NG. DUCT27/SER 309 316 l4/ /25 / WALL � i {i N I23 /2/0 _34T_ 303 02 312 3/3 3/8 t � o ® o � I /42 140 K/r;CH,-N HOOD Q 06 J[ICT r?ISERS FRAM_ i [] F/R57 :� LL SECONL? -" KITCHEN_ HOOD AT TN/R,07R 61 -_ ! !28 COi4RID�R"��G. ® 32/ -CORR/DOR_:ACCES5 0� \ ` DU RISERS K/TCHEN' HOOD WA L TO RODE ROOF_ JACK5 3/g _ 39 /34 /33 'i C-) 305 # _.,�' a os lvt i �KITC&4FN HOOD /32 i /30 w.�cp f / i i 320 ' X36 135 EF-/ IN CL G- - y , i DUCTS ABOVE) CLG. DUOT13 ABOVE CLG CLG FURRED DI WIV / O/ST ot ' 1 -- - 300 WALL CAPS-� � R/SE UP @ 30° INTO JOIST SPACE PENETRA TE CENTE,Q OF EXTERIOR 2 k/O TR/M l- J Ip D FLOOR /=L A!V FIRST FLOOR PLAN SCALE, %• P-G � 3 S _ f I �It W N a ao +4 0 � �/A1ER PP/�/G - VAL I/E ` A23BR29-VIA T1DA/ L�G�"A/D PLAN CODE AB,BR� IATIOV DESCP//°T/Q// CW DOMEST/C COLO WATER ,f -- NW OOMEST/C NOT Wi4TEf:Z / --- l/W/2 DoMCST/C KOT WA7-2S ' SAN SAN/TARY SE1N R .QBO!/6 FLCOL Ljt1L ---- ' SfNlTARY 5FW6R ,�L.011V FLGYR GoatR C�pT�p 6 O — S70AW STORMS W R BE w FLQ7R t G Nf►TURALYGAS T v�R�Fy F F F/RE SE,RI/!CE' 7- + � � 4$1 L.Pt/. 'LURK/CAT6'O PLUG VAL I/c D G.V. -OS4t Y GATE VALVE OR 04/77S/10c� 5CREW41 YOKE GATE VALVE' GL.V. GLOBE VALVE n INV E4. Skoo. 311 s� 5TOP447'RA 11t/ EX/ST/NG SBtvE,P MH�'I4 \ CO1tlNEG7- ;o EX/STI,VG �'� 677? STRA/NER -5 we I,- U 3W!/ 3 WAY THERMO.STAT/C VALVE TR-F-R-TAP TE/lr1P/?EL/Er--PRESS REL/E'c OR 7&'N1G 9 PV?A-55 REL/EF V/,1LYG-- (EXTEti/17 D/SCl-/Aft'GE FULL SIZE To PGGYJR ORA/N) V' 5.3 G,V, Q�E- U UN/ON (W/TN 'O�"NO TAT/O/V-O/�LECTf�IG UX//O.V) 1 I P G PRESSURE GAUGE w/GA!/GE COC/< ? Q 7A1G7AF" 7A161-RMOAiIE7'-CR RED IWERCURY COLUMN TYPE) 1 W.GO-F.C.O WALL CLE-AA.IOUr- FLO'OR CLEANOU7' P.4V °ASK/rUG AREA„�_ /� G.C.D-C.O, GRAD CL.,Z�WOUT•- CLCA/VOUT PLUG > C.I. CA S7- /RON -74fi v / / V C P V177?4FIED CLAY PIPE F.D F407R ORAIA.1 PROPERTY L/IJE-- 6�XSl/CP r J - Q S C. FRE�z�-F'ROn,� S/LLCG�K VALPALLA A43 I-/q,3E 451at3 ACCESS PANEL a / 55 N V 1 f?GtiDNN»/S - 6 T R TNR U 7C, � t7 0 `' FSP -RFHC FIRE 5TANLO P/PE- RECE55E'D F/RE H0-5,E GAF NET ? M,C MSC L1,4N/CAA. COI-IrPACTOR \ \ \ / v , ' / _COVE. _ n CLCAAlO_ UT' P LU G E5 2 C. DAELET=.C9/TL R INC.O 0,4oP SEWER AT 45° LEAVOUT a r7X/C2o4lT 424"x 4 ,I'u, SAIZE 7' ND� L ONCG3VC7L�R a a a I T,C C TEMPE/�ATVR6 CONT.4CJL CONTR/�CTOfZ INVERT 94.. 75,57'_ .) G�q/Dg l` -7 G C O t , I -76 \. t � 5110,k'T LFNCiTN dF CAST t �',rr f , - .•' wl7'1.1 C ASvour E3c:,x r/20°TO CLEANOC/T 6744K 2” 3 WAY ViQLY6- / 37-R - -CHfC 1/ 20 1'/X3°LONG NIPPLE O/./ l` _''� ,� �. I 70P QF TEE REDUCE TO 30 G.0 D 9Y-F34SS VAGVE�T/rG �{ � Gtr / q ` I /8 ELL OVEROOWN 70 I PETCDC.K(1 4ENT) �J ,;. 4"C/CLI,WCUT eo 1 ' ✓EOh/K�CA/T SE S ` BLZN17/ /G CNAMB�4 ---. DE- I i 7-�GzATD P 4"1 CO/VC � ' _ ARTY LINE ' \ 1,VV EL : 75 57' ---�•------ 55bw4L.Nl1/ ANK O I ` I }�-" - -- %8 PETCOCK(Iv'lANL11L WR 64 PE @ 45% 41 XNCI -Aom BUILDING � I , - � Vi 7) 5'O"ABOV,E FLQ�R VILLd VALNALGA COVDOM/V1UMS 4X14cr ItW "- 71.04 -IPIAIG, STORAGE TUK � ` </EAT/NC> CGLL/rR. -- ------, , `�//�GA7E \ \ ! q I n 4, ------- _ /I ! f�4LG45TgT FOR /J tV R f�UMd � _ aY T. 'C' �� //W!7 C//?C 1OW41� Nr -r""".• �,\ H/./ CL f A / V OZ-1 l Off TAIL .. �DRA/EN D O FLFCL�?V GL ✓, ` r , A107' TO SCA L E �4�f/OSE 5v G v �/4' NGLSC END LOf.'A/.V Vi�G Vr i r I VX 6"X%"�zlXJR PGATF'-- GI'X6"Xh"FLGY7R�'LA7 -- OpX�'�X%'FLCbR r;Lr T /-/OT WA TEP STOPA GE TAA IK P/P/I../G TAIL 4 . Nor 5CALIE, - . • I4AA1SOV PP,4,VCf1 C-0,40 - 1WECI-1AA1/CAL S/TE PL AA/ Alm °� � d AU7Z)�r�47-IC WASHER AUTOrvrgT/C ,ORY6',4 N/,C (AT CTRiC) t . -L/R,,V/.DIED W17 7 V&OXJ W 60X) NG DY EC I �------ 2081/ R�'CCP7: PU/?N W/Tl/ �_ , DOXJ W/R/NG B YE.C , 211W1T'N6oX - I �2" 2//C N/ TO SYSTEM DRAW COLL AR(FUR'v > WASNEf7 MALL BOX ASS'Y FIPE OEP7: CONNECTION " ---` � � " \ 2 COUPL./NG- I � � I I I I (GU)'GA2AY!MFG CO.)SEE I x12°x cave rE �,7our FULL S/2E CN-rCfI / •� �=- - I I I f ( � SP6G�iC nT101/S V,AReCR' Ar GAeAr.PE ---. - - Gr.'Ar�E VALVE w/I7A/itI COCK �. I . 4__ rattYWEL4- "A" _ 7'-7" .r/ �STf�i4/NERENR JLATLJ�2 t „ i___..._ 2'1SAATARY TC�- `/ ✓ ^ rL-- '` /2' CW SUPPLY/N WALL-- -- 2 WASTE'/'V WALL � �r"___ n,?YwBLL "F3" - 4=/O"' ! �2" 13AR 9AN/7LE OUTLET C" CAST-7- AP W/T7-/ - 2 GLGIBE"VALVE On!43Y-+ASS PRESSURE SET A7`36 P.S,!G. 30" r.7/AM57'E' x 3"T///cK, U•VIGW(TYP/CA/` 2"/t�.�TSTE Tb SbWER ,PE/NFO,eGSr3 CONC�GTLG CC7VEk' `�' 3"C /. F)F0M d?E'A /J?A/F/, '`3� a G c / ;�V4¢ r2"O C. /30T9 WAYS PRESSURE AEGULA70R VALVE 4 z D/AL F'RF.SSURE r w/STRA/NER 1A1LET ORESSUy4E II Z- P 5,A G.f 5 A - 'A"IA/V, EL = 7/.o ° ° 4 \\ GAUGE w/GAUGE OU7ZET !ZCSSURE SeT AT3/ A?S!.G- I2 x 12 WALL ACCESS PW4Z . ' �3�'•a q c/-0//D/AM,ETEA?X 4�0"DE--,-, E= a ii COCK('TYPICAL CAUL/� WQTc?P 7/l�LI T WIT'/I Q 4 a /i' CONC R/GF�LOCfC✓a T P , MR/N ORA/N-EXT�ic/O L7/S�/�I RGE TQ ,f C,VOk X1 CD "7<l17KOL" /. Q FLGbF� OR'9/N CQUC�ING 4 SEQLQt/7 CO t,1'oUtl/.7� a P, , VALV�(TYP/CALa d !/ A s Q 6 CLASS II i U.L. O S V GATE I/AL.Y,E ry P a 6 /Z NI/ti//'t/IC/M CAF?SE GRAI/EL -� W4,5- ��R WALL Z30X PIPWO DETA/L... (WW13 ° � ' (NO FINES)AROUN.O P�'R/M�-TF.D4 A"CNCR TO W41-,L r� '` ``' �� 1 3o D/f1M6TER x 4 TH/c1C °� a L'APOAJ (7 ° d !'OUREO C,ONC- PAO W/T/� �4°ORA1�c! VALVE wIH0.5E'FNO 0C BOTH WAYS _ FULL SIZE CNEGK VALVE W/O.E°A/,V COCK o � PRESSUF'E GAUGE W16AUGS UNDIS71VIW429 -WZ-, D40 4&/07- E ProTEG7,14Dh1 _ .- NOTE : EXCAVATE CouT,egCT ST4�T� 2,�,, 4 1'� • `r .4-C45.4-C45 T SE Yf�lG4C. Na EXCEPT`W!!Ek'E NOTETO_ C4L1L/r FL.Q7R WATER METER-SET 4'' COA/CRETE 54lOC1: - a n j� l/� / / j''� C / SLEEVE W1 77V A C _ DI1 \ Y V v f LL l DL.TAI (�, I HORU CD r'NG12�VREX�IP j UNION CAULK/A/G.;seSEA!4.A r- �ATiE l/fiG(/E COW,C104 ZZ7 --_� 3"ClO"4VAIED WATER SERKCF- iCLQ:l2 SG.ofVE-EXT�nA� - 2�'480YE.�cGbR COMBAILD WA ?-�"R SERVICE' ENTP}� � PR lr` STAY/Q/\/ PIPING D=1 'TA11- 2 /VO 5CALC I= SEE TN/PD FLOOR PZ,4kl - D G P-D FO,P oNruu - ��f SEE TNlRD FLOOR PLAAJ DWG, AF Di-V6 P3 FOP CONTIN. / \ FOQ COAIT/NUAT/ON O JI SEE TN/PO FLOOR PLAN DWG F73 2rr I SEE 2ND FLOO.P PLAV ONG, P-.T = / r FOR CONTINUA710A/ Lj N w // ( / �x FOP CONTINUATION L / / 14C-/ W Z N Cop ? o //? t- r/ d 2%21' !%2! r-/ SEE 2ND FLOOR PL AN DWG d / \ P-3 FOR CONTINUAT/ON /93� 211 PROV/OE 4PPC-VV60 0,PAW LOOP TO / 1 r -?�2" ?f?Ir �D/SA/INASF-IE,P (TYP/CALL ALL I (-� /%4'r 1 ! a D/SNWASN:Al L oca71ONS) /%��// I - - d I - l�' _ 1 T-/ _ n I /14J` I \\ // 2,r CONr/NUATIOA/rOP ",-OR 4" /�2// /_ I - 3,/ s� 2 M I / !/ 3" I✓'2J' // \ / I SLOE 3A5EMEA4 FLOOD �2 � � L'/ /�2 //? PLAN ,7WG �-2 FOR' t�rY- T;l �G GOVrIVUATJON - I ! // V /i I I,.//4 WC-/ T=/7I �2 I /!1'Kill'! I tyc_l f �L_/ 2 �. 1 I ( / J! s /�4J! I✓ /%4JJ lf2J I II !! I 7_/ 1 FOR D/SHWAS t/r P 1 1�' S T/4 C K G / LLL I ( '� STACK '_,y" TYPICAL GAILY / / /%2/ f �%rr I r! SEE TN/QD FLOOR PLAN 2r� 3JJ 1�4` I `\ ! /i / M21' 1 T=/ 1 3// o DWG,P-3 FOR CONT/AIaAT/GA! I i I /�2 q'/ I �I 211 l 2 � I ,i /! �2 I 411 jOt\ /%2" 2�2`/ I ?u l�Zn _ I - JJ /// 211 I I /l4'! �o< 3J! �T-/� I .-e// \\ 411; - I,-- -7 I L_ll-\ I � � T- // \ 11-1 I �Jl2J' I I f Mc-/ I L-/ �C-1 rJ GJSNWASNtR2ry \A,gS/-/E�P G'VALL SOW A10 I�2r/ 2'14 -,1111211v S-/ I Vl/,I PAPOMOE APAROvED - 2 li `?'J ?J/ I 4 / e d S_I 2J' FOR OC.QT/OA/ !?LAN �'OP DlSNWASNEQ gPAIN LOOP TO D/S!✓ �3rr ? d // I I /%4r/ ?// I ✓— WASAJEQ (rYPlCAL A7' I ` 12 I�211 AL OISNWASNc,PS r T_/ 211 SE t RASSMfiNT FLOOR //? LOCAT/ONS,) 2rJ 4d / PLAN DING /� ? FOP u r! ! rJ _4/ CoNT/NUAriGN WC-/'ri I /!i � SEE STACK 'k f/'OP --- L I „� 2JJ� 3� -COA.17INUATIOU r ' �elPI 4j, �SEE BASEMENT' PLA,U DGt-'G FOR O/SNWASI�E� � SEE BASE,t/1cNT FLOOR PL/1.0 I P-2 FOP COAT/NUA71OAJ t 41/2 D{'VG P-2 FOQ CONTINUATIOti! --- SEE BASEMEIJT FLOOR /� ! /J SEE BASEMcNT FLoop PLA,V PLAA! DWG, 02 FOP �-f S-=l /DING O•? FOP CONTJAIUA7-10kl X COAIT 1AI UA710IJ ^� - �_SEE Q/�SF�1AE/lJT FL,OQF2 Pc.�]N OK/rj' P-2 FOR CO.VT/NL/AT/OiC/ - _ STACK A S / ACk1 C S1XICk' E STICK / ET4C� � STACle' L STACK � STACK "B" rYPlCAL ONLY STACK ''D n 7YPICAL ONLY STACK "F" 7Y.0IC,4L. ONLY d STACK V,/" TYP/CAC OA/LY STACK "All' TYPICAL ONLY f OPPS/TE !41AN0 OPPOSITc I-IAND OPpOSJTE NAAID OPPOSITE "J VO OPPOSJ7E NANO yl t M/ A S T E �` V E loll T to / P / /VG S " T A C' k'` S -Z A/O SCAG. E SEE.cL'OT P/AW OK/5 R/ , !�f'�~ CIt/ L ' FOR CGwT�lU.4T/ON lido N ABOIiE CLGC DOWAI AV WA" _rim Ftor rdAR Cp t/r�NUAT R-/ WC-/ STACJC D a ri_ 4 $O/L C to s " " Lt STACK1 ' 0- , STAGC C- - wG-/ T QN 6°I/c P @ 1.04 Io 63 ( M r _ -- 8/3 I By` C I = /l2 � llJ Ii 18"x 18"APeY Gc /09 �..'� rj WAl c ZE 3 / Ct/715JR VGP 4&Z 0/,04% fN SO/L Ud SEE STACX NB" GLV ( 4r'SOIL UP I W C-/ -4"C./ /O¢% 1 SEG STACf�afl'' 1 Jr n 1 I ,$`rACJlna~ i ST/aCK WC-/ I KIA7'EA f2/sGRs M ' 1 ILMN 7DPML 77.0' /NY EL. 7//6' WCO / n !" ' ~ D,V " n r W.CO �— _ Olv�yWCLL. "T3 INA7ERR/SE/Y8, / 1 --- M_, 1 _ _ 117 S� SCN<..`-9./ ,77 - /4 / �a ! !/a" I Sc/, Y{4TlC r8' //5 IT - ' --- /NV EL 7/G _ - W47EK_RCSERS / I _ SEE9CNENlRT,�� U J7/F]. 7C 4L0" /TEED GCD -- WAMIT!7/SERS S/O WA7=9 RISERS UP ( I e ��,4 E,vuT�c o /I� sfr 9cs�via�ic"c' /08 /O3 //3 4 //9 UP S ♦ F1 1 CWT/NUAT1L-VJ 3 W Up N r�"'7s4crC E rL i ( % 0 I' " � Co rive 7IOA! - wC g 7 \/I — Q "FO-3 WAr z ciSERS V !NG JO ---r 1 - -— L-/ WATER R/ EIrS SEE IL° SCHENIA7/C,aC'/ 1 '3/q -/ /Z'A P 1 I 4314 GC t} cr-r S SEE STACK"M" /O 7 I I 1 /O 7 1 /Z Z I I FEE I a � 1r3/¢"/!W 1 FCO � c�m.� caS kW v I p-/ 2 O1V 70 S-/Ji , o BACEiZ W/TNL C ,-C O P. . .4SHER 3"'C'GWRCR M/ UP \ I ONR/Se'RS o J /Bx/9Ro �E M-/FriT Cour ¢"FO•Z 2" 2"ESP Ll� /�awv B9 BY c3 3c � � 0"WALL S,F zl v. /06 2"�P FIRE zc=lr CCW. --� '-✓4 2" �CNK V. - S,�A✓, POR WATER SERVICE�D74 V �! R_FL.0 1 !Z/ 11 y SrATitaM ENTRY, SF� OETq/L ] L7 2'-O"f}60VE Fist! F' RPr�C *- --- GR4oE + i I �S C. --_ -�-w . . � 4 I { Ul e DN C7T.'YWELL A " --� ` (Q�-?=0"DJ,a. X 4'=0" OEBP /%r'.-`- l; I M G G =�,--s-' - ("\�♦�\ tD?YWEI_l.. 5 EE JO6TA/L P 1 ¢n i i I QAS ME7>=Tt SY GAS CO fh?TG1/4TF�2 S7Z74ACE i I Vv TANK 9FE META/L ¢ 1 — CONCftE7E PAD 9>0'Q C INWC LOW STA/25 I ' vapo /NV EL=76.0 // alp, �� 2°w ua i I 747 �a I WC-/ Y ' f- I 7— SEE STACK C7 1 /y1" WATER RISCIZ$ GIpdOOWN -_ I I /j"� � 5EE SCNE•MAriC~,E•• ZN w vp I k a� 1 • ( � k tit � /� I /42 --- /s" i 1 29 ti k WATER ft15 //-Ol oow,,e/ k V I I ST/aCK"✓" I ( _ SEE SCllC 77C rFlr W up - z"W uv - - ---u-' /Z8 1 SEC STiAC/c N✓° I WATE3Z R115zz UP - S-/ (- L�l �� �� STACK n SEE STACK /-/ -SEE ScNE�t/YIT/C J �' /%�^/v s/¢ - ,I /s" I v d' WC-/ ¢ SO L Uo I Fr.X2 CDNT/NUATIO� ( r y q -tsEE ST '� 2 U Om W. UP -sEE SmcJC '1" /39 I -pow P _ l34 _ 5 8 O y I 11 /33 WA7�R/—JAS C/ r l e �I SC/lEMA7iG'JGa , 4'SO/L VD ,- — -- /3T - --- - - - — -- - - STACK 'K'l -�` wC /32S-/ `. 130 Z" W UG k T/ I -7) — Z'r W L/O T- KIC-1 9"so/L.eh- I ! 13 6 "VI/,[/ IL - S C. ��� ki'a r rr B/gSEME�V T PL_ CJMB/AJG PL A/V FIRST fiL�R PL UMl8//MG PL A� f,E - t , \ y2 O 1 N /4 N L0 co Z o . B I cn r_/ Y2 112 3/4„ 7" COAINECT_4"HWC TO //� D/SHWASHER BY OWNER 3/4'• HW //2' 'c T-I WG-/� � - WC-! 3/4„ tC `-WC-/ 5EE /57 FLOOR PLAN DWG. h-2 FOR COAT. L—! 5EE /57 FLOOR PLAN 3/4 i J/2 �" 112u \\ \ DW6 P-2 FOR CONT. //2' / 2 3/4 S/4° SEE BASEMENT PGA,U DvYS \ I` SCHEMATIC 'F" 0AMY DISWASNER �Y OltiN t 1 N P•2 -'OAf CONTINUATIOA! SCHEMATIC 'F"' I" - 31¢" 3/¢ SEE lsr FLOOR PLAN SCHEMATiC'E" 3/4" WC-/ DWG P 2 FO.P CON T-- ////2ih' FO.E' CONT SEE !5T' FLOOiP _ � ' ----T-! } D15HW45H, BYOWNEP PLAN DWG. P-2 r.r / ' 0 T12 3/4' 5CHE-M,4 '7 T=7 i I/2" SCHEMATIC J" I 12' I/2z D/5HWA5HE�' BY OWAAEVZ 3At" X2 3/4,• I �' tL / 3,14' LJ "P' iNC-r CONNECT E/4"HVY TO i D/5HWA5HE� BY OWNER d/4"HWC WC I IYASIJER WALL eax STOPPAGE .ALI -�lOA/4Y '\ \ k112 5-/ SEE Drr 41L �?N 1 SEE BSMT. FC PLAN -1/2" 5EE 85MT FLOOR °LAN •...J DWG P-2 F01P ` DWG. P-2 FOR COAT. WC-/ CO,VTINUAT/ON .� 114" __... SCf7EMATIC 'A " SCHEMATIC "G 5 CHfMATIC 'E " SCHEMATIC "C "" SGhEMgT/C `i`� " - SCHEMATIC "I " SCNEMAT/C "6" TYPICAL ONLY SCHEMAr/C F" TYPICAL, ONLY SCHEMATIC D' TYo/CAL SCHEMATIC J' TYP/CAL, OA/Ly OPP05 1TE HAND _ OPPSITE HAND OPP5/TE NAND - _ !/VATf /P , PIPING SC1L1E, M, A , 7- 1CS NQ SCALE / 2/6 �'/0 --WG-I WG-/ 3! wc ! STgCX "C" WC-I 3O 5r4CK "D" STACK '•C" 31 2/I _ -•-5 r4CK 1) ' all J / 5EE SCHENATIC 'B"-< T l _="> 5EE 5CHEA/AT 16'A" _ 2/2 2IO' T'/ 2/8 FO p WATER PIPM6 `.—2%2 I/ FOR WATER P/PlN6 STACK ';4•' _ `-`---�--- 2y2"u STACK"8„ --_-- — WC-I WC-/ J — — — - -STACK ,A" WATER RISERS STACK B' 2�2'V•�- WG-! _ 5EE SCNE�LIAT/C 'A" WC'/ X09 - A50VE CL G 3/ WATER RISERS 2/ 2/� SEE :CHES/AT/C B"�- C L / G (( iI 11 it �" 214 2/9 30 7 2O8 204 203 2/3 STACK 'E"� gp ,PUAI VENT AV ATTIC SPACE 3/8 WATER Pi5, RS /1 O ! STACd' 'F" I WATER R/SERS I S—TAC K 5-1'f' — STACK 'Ell 5EE SHAT/C o SEE SCHEMATC G r -- _/ 319 _ I 5EE 5CHEM,4T/C "C' — I SEE 5CHE,4.1�7/C lo , ( FOR WATER 01PIA16 (L FO Mr67P'P/.01 iG 207 i 205 — 202 Z22 220 R 304 30/ i 2' FSP UPe DV 320 206 � 305 2" F6 ,o RFHC - RFNC � 1 22/ STACK 2¢1 � 2%2• 122Co � 227 � - I ._._- 5EE 5CNE4147 1C Z' - L_! I I 7 FOR WATER P/P/N6 T� 240 A?U!V VENT IN ATTIC SPA 242 22 — 5EE 6CHEMAT/C'6 4"t/T.R 22Q s FOR WATER P/P/1/6\ 5EE SCNEMArIC 'F" srAC5 / PIPIN -- f _— ) - , K 'J" _ ��1 2•• 233 12y� WC-r .� i o, I ` �-- ,STACK RUN VENT /N 239 ATTIC SPACE— - - 5TACE ,I" 1 L 5 2/2' 23 5EE 54HEMATiC 'F" s 5TAC k' "K" — I FO Q I WAFER P/PNG 230 I I u TI A-6P WATER PIPING IN © 232 7R EbIATRCA H".5466' 238 \ 236 STACK "L' ail .; we-/ POv �✓ SECOND FLOOR P�Llltll5/1V G PL A Al THIRD FL DO/P PL UMS1A1G PLAIN SCALE %8" _ /,-O" SCALE %8" = /'-D" I � l �p h N w IW Z N o�0 Z o WID. 1 a Li rl r-1 � 4i ——-- ---- ' 12 f A� A �--- p I H 17 e B 4 67A A SECONO FLOOR , 8 G l a[] F/R5T FLOOR p p P APA-G AP 3-1 41 0.4 2 APA-7 _ "�� � APA-/, c D T APB-z A flp P/l�EL A/'B., A Q E�ASEN/E�l/j- APB T , -- .�.•7�i/El APA' _ � F �] ; . - �- i � �- --APB 3 ' • I --- !6 M ^' ✓ ,tG 5 L - �_ ' ' APB-4 H T I�I �' APB-1 HI P�2(40/1) A. S M TO vEM/,2 .3 '` N _ (Z�G��(5 £' M F /!g"C A�°A 4 / liJ l 8) E `-� 1-_— _ f/ TO,r OILER CaV7'ITOLS i HLP-/a L / ; N , , N N HLP 3 L ( LEVEL E e 3 TO PAN HLP-9 H APB-5 / l2 i 2 //LP-//(20�2� ® LEVEL / � BACEMENT 7- ® ® ® 70A ZP(/2 PG�QC�S I L L PANEL HL/'IO , ! N T� ry, i E /2 G20 Z08Y-3f�' �J I N / FLGC/1S /,1.3. �4 --E/7FN, H - - - -- { 70A (3�2 /i'C , El :, - - - - i 8 ---- - _ ) ¢ 00.0 �9-500 MCM�3g'C HLP-/4 PANEL ❑ [� 7 H 'HL.P' h1 M !0 Tt/c�v ro �'Lp,zr, -w P 2 r° �. " i y.)-'U ,r -7Ld, - 0010 TT ANEL EM"! I _ HLP 19 f K , � - U r H DPP O O �FMCU•OS4 A/EN 3 30/t Z /O) G/CANT LE /),2 rl HL X SLEEVE C f/- rLcDRS 11 2. 7t,cN ZP D PANEL =DPP /-/z P-G(1512) -a P-M y T� E AND Tl C BSMT ST /R LIGHT M : p HOUS E METiel? rVO 000 T/xl6- CLOCK-/(HLP-//) USE ONLY TWO LIc14rF/XTU/i' ( C/# /O l5 U F �G40lJPE0 .ifLTE,2/•c Zq �c,�=Nr ON 3Rd FLOOR STA/R WELD AR- A- I ' M /� 4 -✓ /�rc5r,9G� ow sodry wac/- ; 1 .% TD STq/ L/GNT +7'o`� - �____—_ �a'✓� 1 /°X 8' GROUND RO,D `�' NOrF R S A80!/E ----6'x N O SLe�EV E AT 8/'- w LOCATION OR ALL MECHAN ICAL TR/CAL TO LEVEL BELOW /Z � EQU IPMENT PA531/1/G THROUG{/ OR TERM/NAT/NG --- GROUFEO ti1ETER/NG EQ'//AW✓ENT IN THE TELEPHO/VE EQUIPN/E/VT' ROOM SHALL DE I (i THE/tI TO HOL/.SE� / t �'0° nANCL. �vLP-/r COORDINATED WITH THE TEL EPHO NE CO A/::ARTMENT .. FEEO,ER CONDO/TS S!/ALL BE FLLIS/v AG.9/IVS7- T/IF H D t A AfC3 _I' CE/LING IN THE TELFPHO/VE EQU/PMEA/T �'OOM I { It AiorE T Arc 4 T I j T I I i I 2c-Z zc. ONE LINE D114 G RA M TOP FLOOR BEDROOMS WILL NOT _ ,I HAVE CE/LING FIXTURES, /NSTEAO - r I APC4 - __ NO .SCAL E SWITCH HALF OF EACH REC'E-PTACL,5, I TOSA�s�� �'* 136LOAY 1 Aft 5 I y}' I FIXTURE TY�'.�,� di/17�Y.CSTi'"�i`?rSif`�SAM�GE C.�); � T�/B-N T E-M-2 pG-6 ' � .��•(L ---r P/�NEG•9th"" {� 8 ( A ' E USA .°�'NOANT f/XTURES aN TOp FL ' SURFACE /✓!O UNT.�'L) F/X TUR.ES O,U G O.�L'E,2 � / 7---��""�`< � ti " T � /2 _. -r - i;� APC-7 {{ TH/RD FLOOR - IL _ I T � (z 6-1 ( Z> I C rn' APC/ I { AFC-9 I I �1 = El SECOND FLOOR - — — — — — — — -� I f " I wP F//?5r FLOOR 7 NOI?rH jY/I✓r /C <[ L314 _ DD U/ rLlEN ROO e�N _ / ` EQ P T 1.0 SCALE%=/=0" L! u NOTE,' SO�/TH ,�3U/LO1NG f�.?.." JN,-Y TJ'rU GOc�ii2S 4CZ- _ FIRST FL002 / I✓orE: ELECTRICAL 4,/i.qIIvG o�AG�A.�S Af11= S/.'U��'�✓`'"OR TY.diGAL ,4�°.7RTlri'r_'.ur$ DNLY %p"C iZ"C i'c `Y/RE ALG S//Y1/LAR A o/IRTiYJENTS SA/✓/E AS SHa,-Vw /,y TY,c/CAL, . Z I S / Borf/ Bt1S�/rrE1Vr.1,°,�.�T/I4.E"ivTS ..GCE lo��vT.rG/rG Tv�yC/' CO r�s�/2, r2"C 50417-IV WING 2 AP,gP,7/1'12/175 ON FL001?S /,.c F 3 /ic/�vorz'rf/ Z3UlLO/NG ARE /OFti/TlC,9L TO �yC/,'l7TiYtr2_ 0,4,4 Lerrsr :r7C!.c° 1N ,J.`�rl/rNV ,q, ,J OF dYEST A/�/JllTrlIENTS. / .�.!/YEST AAf1.'PT/Y/�/✓TS ON FG 017,2 S / �`'.� /mot/ SOUTH BU/L DING /JR•E' ,�"Afr1� .�'S ,:;/�ST .9�,y:'C'T!d,E�t/P'S /2 G` � lzl,'J�R Ti/ ;tJt.�.Oi.NG< - SECOrUL7 FL 002 EAST APiJRTMFNTS piJ FL DO/25 / / V v c7C/T"fl �I c//�,J.ivG ARE 1,0e1J77/G41 7"0 -'17C.11 cart/c,e BASEMENT ,''" LEVEL 4P7--.5 e w e rY TO TEL EP/IO/VE EQU/PMENT kOOM TELe/W0A1E CONDUIT- R04177AIC t .- i - CSEE f'/-/ONE L OCA T/ON5 0 I CLEC T�/cAG 01AQRAM) lullj TEL EPPONE" NE LINE DIAGRAM GRAM t .t F•, C-4 L0 z H f TO TELE.aNONE EQU/Pi17ENT Z N 00 � _` � f?DO,�-7 1N V/LLA V.4L,1gLL.4 ��\� '-•"+ � S s 0�d�''s��3a 17 . _ -)T % �. J VENT 110011 FAfV MOTOR 1170 HP 120V 10 f 2 D I SHI J 1SHER 1.2 All 1-20V 10 / L r)� DISPOSAL 113 HP 120V 10 BATHROOM VENT F4V 1170 HP 120V 10 I 4'C [5� PUMP P 1 1128P P-40V 10 L / ROUTED ABOVE EX/ST/NG CEIL/NG I ❑6 PUMP P-2 1/�'HP 2JOV 10 PEPAIR OF CE6-1"Na ro BE p 4CCOMPL/SHED BY GENE,p,QL I [7Q PUI?P-P-3 314HP 240V 1P GoR� cR�pK RDA cOn/r/2ACroR. I 0 HOT lilTER CIRCUL4T1NG PU"lp 11.12HP 20V 10 � f IT 120124V TR,ANSFOlVIIER 40VA INSTALLED IN A 6" X 6" X 3-112" RECESSED co voUrT MUST a ` _c (BY E.0.) j BRACKETS * 10 AOUATIC THE_ffUST4T 120V- , CONTRGLS�7 8i 1 90 1,?4V TRANSFO„MER 60V l INSTALLED SAME 1,S []9 I HEAT COIVTROL VALVE (24V) _ f ° 120V OUTSIDE THERIv7ST4T CONTROLS M OR 14 120V TEMPERATURE CONTROL VALVE Jtv i�I EF-1 1/70H.P. 120V 10 COMBINATION DRYER, MASHER SUPPLY DRAIN PROVIDED BY P.C. WIRE 8) II EXIS r/NG TEL EPHONE I I I ' 0 N TERMIA/AL • ' � � iH Vt r I 1 rrNS r-Lcp"o I Nr �Ex�s MjNAI. i ourpooQ `/o N do rER ` > N U6 O� CEILING„!i� 3"SLE�V� , �L__L 3"S�fENE -7'-G"A,0V-- psr 7-1,41- s�RSNEEE%?.• j G CL K 2 ” /1 � 2 N LP_ 17 �—� 7-1 fr'E�?�lJl/•�EGF f�ANFL --I DU/-r 4 4C G ADS PLASTIC NSTALL�� 80X �:�I I ACCESS TO �4E.?h' O.C'.�.c3;rr J �/� BFLO S SNAL� rELEPN� PI/L� / I i BY GE✓vERAC CoivrRACToR J BUSNi� ENp OF X 6 X .3 RO0,e ONG ooUpv r , EAr of o� l - o rNro rEM EXtEN ENT 200 1 Dursl _ UiPM i � E4 A yI4G4 YA414AL tt ' NOTE'. V)2 ARE Y uE i od McM) 3�z ' OUTSIDE 1-1�"r Ta BE W1R�D e �DOw l/.�Lti.9L�,4 BUILT A INSTAL G/�H r I ' UP CONpUIT 4 SEE A CNITECrURAG ,2E r I S4 8 ET �N FIXTURE- OErAILS g PER A-l) FO I � ` gUL GS(SNEEr J , 1 _ DRAW I N u -— -- `z RANCH _ r _ S/ TE PZ— A /V 1 d y CIRCUIT BREAKERS LAMPS PIWEL CONNECTED SPARES KEY QTY .NUMBER DESCRIPTION FINISH MOUNTING MANUFACTURERS NUMBER THE ELECTRICAL SYMBOLS USED ON THESE DR4I,VINGS ,-VIE IN ACCORDANCE WITH THE AMERICA`V STANDARD ASSOCIATION L DESI G MOUNTING SERVICE VOLTAGE PHASE 1 POLE 2 POLE POLE 2 �J[� LQ,�,� DES\IGN FEED REMARKS KAY /'W LITHONIA R60T3-W CAT. 65 PAGE STANDARD ASA Z 32.9 1943 EXCEPT AS HEREINAFTER 1 NDI C4TED. --�- �---- - A 1 100 A 19 RECESSED ROUND FIXTURE DULL WHITE RECESSED TEN, --- - --- -°- APA FLUSH 2.401120 VAC 10 3W 5-20 1-50 5-20 19.4 13.8 (3#4)1-114" B* 4 100V - A 19 QUAD MODULE BRONZE SURFACE LIGHTOLIER 7871 ❑4 RECESSED INCANDESCENT FIXTURE ® METER - Z ANODIZED * PENDANT LIGHTOLIER 7873 *FOR TOPFLOO4S C)= DUPLEX CONVENIENCE OUTLET ONE SIDE alITCHED &D S141TCH AND DUPLEX RECEPTACLE COMBINATION APB FLUSH 240 1120 VAC 10 3W 7-20 1-50 3-20 20.7 14.3 (3#4)_1-1/4" C* '1 1000 - A 19 QUAD MODULE BRONZE SURFACE LI90LIER78� ANODIZED I* PENDANT L101TOLIER 7863 * FOR TOP FL00t?3 THERMOSTAT El TIME C6NTROL D 1 75V A 19 ENCLOSED BULB LIGHT BRASS ( SURFACE VIRDEN SP 5021 - 0 7R.INSFORP1ER ST4TE SIZE AND VOLTAGE Sd DIMMER SIERR4 2100 SERIES APC FLUSH 240/120 VAC 10 3�V 7-20 1-50 3 20 20.7 14.3 (3#4)1-i/4" E 1 100V - A 19 QUAD MODULE BRONZE WALL_ LIGHTOLIER 7864 FLOOR OUTLET- L91 532 ;OX, WITH 508 U RECPT _ HLP SURFACE 2.40/120 VAC 10 3W 1-15 3-15 (3#4) 1-1/4" F 1 F 40 WW FLUORESCENT UNDERCCUNTER LIGHT WHITE SURFACE ALKCO MFG. CO. 145 H AND 539 MAGNA C4P. _ _ 30,14 20 1-40 1 13.5 15.0 CONDUI T G 1 F20 WW 2' FLUORESCENT STRIP 144,,1 T E ^WALL BENJ&lI N PRODUCTS M4126 �R RANGE OUTLET - SL14TEl3 # 3890 EM SURFACE 7.40/120 VAC 10 3W 2-20 4 20 1,0 8,0 (3#8) 3/4"C. ' CONDUIT RUNS UP POKER P4'VEL t - — H 1 F 40 h4'W 4' FLUORESCENT STRIP IVH1TE WALL BENJAMIN PRODUCTS M-4142 DPP SURFACE 240/_120 VAC 10 314 1-•70 4-20 (3#2)1-1/4"C. CONDUIT RUNS DOWN ® MAIN DISTRIBUTION P.,ViEL 1-40 _ 34.0 24.0 HEAT CONTROL VALVE (24V) ® TELEPHONE TEI,MINAL CABINET J 1 100 ,14 A 19 OUTSIDE LIGHT WITH WHITE GLASS BLACK WALL PRESCOLITE 422.0 & °; -' •~� „� K. QQ PORCELAIN KEYLESS L 1 150 W A 19 RML FIXTURE WHITE SURFACE BENJAMIN PRODUCTS C 1802 i 2 751V A 19 DRUM TYPE FIXTU','E-{-+MITE GLASS ALUMINUPI SURFACE EMERSON ELECTRIC 550 N 1 10OW 19 OUTDOOR POSTLITE BY OWNER , ;t * NOTE- SEE "ELECTRICAL ONE-LINE DIAGRAM" FOR QUANTITIES OF PANELS REQUIRED. = - rT•, R,' y u 4 1 HAN SO N RANCH ROAD For Connections To SEE LANDSCAPE PLANS Existing Sidewalks vT REPLACE EXISTING SIGN Finish 6'- 0' - for nish Color and Texture or as per Install #4 rebar doweled X O - WITH NEW SMALLER 6 t on existing concrete 111111111111111111111 z O M EDGE OF ASPHALT STONE SIGN APPROVED Install W1 4 X W1 4 4" Concrete Slab with Controction !� mNn STREET LIGHT Community Development 6 X 6 Added Wire Ftibric d. Joints Every 15' per Concrete Spec OfD *Arg Department - �\ \\\ �\ r r> OD0) �nDBuilding Safety&Inspection l ° Services \% \\\ � z WQx Brass Section 106.4,3,Uniform BWldtng C VaUdt g 7 FENCE X gwtin of a permit or appt,�of plans. Permit,The issuance 4' Bose Course fy L shall not be construed to he a permit for,or art appro�vato'rof�an computanons an of the provisions of this code FIRE /� S 8186 Pants presurrung to give a orofanY�rordinance of the violation n. 12*o paste de W NU W) HYDRANT `-V „ '"'�._ MANHOLE code or other ordinances of the authority to yolata or cancel the '��s�ceon. N 70'00 00 E 35.00' 1 The issuance of a jurisdiction shall not be valid.t �visions of this Composted to 95% MPD �IIIIIII III W Z • _\ Prevent ildir based on plans,specifications and other data shall 0-1� not al the building official from thereafter requiring the correction of P NOTE. SEE MECHANICAL PLANS FOR SNOWMELT �Q • / errors m said lens,s �irficattons and other dcta,cr from preventing building LIMITS, SPECIFICATIONS, DETAILS AND TYPICAL � m�N any of ors he:rn g ��01 \� any otherc-a��� d vt^.from of SECTION . lil ' \ rf - this code or of r \\ INITIALS N.T.S Q m CPO / oZ A NON—HEATED CONCRETE SIDEWALK SECTION W I W . ��9 — —L61,— — — — 6,L ,F 6 a 9 5 - 90C Gwathme For Connections To Pratt Y • �cv X30 8'f, FND P&C SEE LANDSCAPE PLANS Existing Sidewalks o- Y o ov rw+c n LS 26598 for Finish Color and Texture Install #4 rebar doweled ELEV.8185 5 Schultz {" 6'- 0" or as per plan O _. into existing concrete I Install W1 4 X Wi 4 6" on center 5" Concrete Slab with Contraction Architects c. 6 X 6 Welde Wire Fabric p ggL�pp�� ATTACH SNOWMELT Joints Every 15' per Concrete Spec O t/ OVFRIUV�G . •• • • • •o • .• • •.. � tp TUBING TO MESH / / �•+� � �\ ,,• 1000 S. Frontage Rd. West c w SEE ARCHITECTURAL PLANS Tel: ,970 Colorado 47681147 FENCE TO BE RE LOCATED ,0-t N FOR COLOR, FINISH AND \\ /� Fam (970) 476-1612 ° 9 t TEXTURE OF CONCRETE AS WELL AS SNOWMELT LIMITS REMOVE EXISTING ONCRETE ` • / VILLA VALHALLA CONDOMINIUMS 8, WALKWAY AND STAIRS • 4" Base Course „ / S 12" Subgrade GARDEN , OF THE , GODS Compacted ` - � ,L t g � to 95% MPO 0 3124 ACRES - j . _ LOT K 1. L t _ I � NOTE SEE MECHANICAL PLANS FOR SNOWMELT / SECTION SPECIFICATIONS, DETAILS AND TYPICAL 'n (..� V J _ oN.T S. NEW STEPS TO ENTRY DOOR B HEATED CONCRETE SIDEWALK SECTION _I ` HEATED STAMPED CONCRETE tO °'I 0 i , ' " - (SEE ARCHITECTURAL PLANS) X30 I�.a / Lt NEW PLANTING BOXES { N alf PROPOSED COPPER LINED- DRAIN M S vvv HEATED TO DAYLIGHT . r") MATCH 70 DLISnlJ!0 PATH. PROPOSED y 9 w ,L t HEAT ZONE SEPERA7E ( Q LANDING zk sr I j P ni 4o PAVER .L t ,6L _j Vl')ZW)14e)� ILI 444 ADDITIONAL HELD SURVEYING WALKWAY — — — -W J 0 Z 8j PART OF LOT J 1 Yt a'y -�lZ� ° COMPAACTTEDTINATWOBLIFTS a REQUIRED TO DESIGN GRADING EPEPRPGR AS NEEDED PLAN m CENTER ON DOOR ;r ' AND DRAINAGE IN THIS-AREA W) al o EXISTING SURFACE � M 1}�D� •-.._-4 �"'.�^�-J" 4� (SEE PLANS) � � O � !O O) FAST ENTRY SEE DETAIL FOR -•-•� SNOWMELTED 8" THICK SLOPE TO MATCH ` E OF HEATED PAVER SECTION CONCRETE PAN SEE PROPOSED PAN ELEVATIONS — — — -— — — —^ r �P ,-, _ J U SEATING BENCH O CONCRETE FOR TUBING LAYOUT SEE PLANS FOR SLOP t �° t 4T JU.t'3 / .9.6t t'Fa o s ' SCREENING WALL .04 I� ".1' i".1' _ STEPPING DOWN \\ ,= I 2-0" AT EACH BREAK I ` " I w P`GFJW L !� o A STARTING AT 6'-0" �j� al SEE ARCHITECTURAL PLANS - I ��++ FOR R FINISH Q J i m DECK 8? COLD IS D SUBDRAIN IN VARIES r I� I 1 TO PROVIDE 1% MIN SLOPE (�I C—{I { I I�I I I�{ • _ l dam` TEXTURE OF CONCRETE AS 11--' WELL AS SNOWMELT LIMITS , l/7- PROPOSI�• o SAWCUT EXISTING ASPHALT 0 8' COMPACTED BASE COURSE Dom•_- HEATED of REMOVE EXISTING CONCRETE IIVFASP SEAM FOLLOWING r RJY�"s 5' PAVER / `-° �'� C0 WALKWAY AND STAIRS 3r4" WASHED ROCK < 2% PASSING #200 4" COMPACTED BASE COURSE OVER COMPACTED SUBGRADE 4" ASPHALT PATCHBACK DEEP WALKWAY• i t ^ I 28g e1� S•fv� � � WRAPPED IN,MIRAFI MINIMUM WITH 4" OVER COMPACTED SUBGRADE w - 1 - ` ° �• � / � _ { `9\ , SCHEDULE 40 PVC PERFORATED PIPE >PU"S�'C,. I iW) s // NOTE: I� l N T.S r-. -1 EXISTING VEGETATION AND HARDSCPE i aVIC�S7 CCl/�-•(, 'n ,t t BETWEEN THE BUILDING AND WALKWAY L J Z IMPACT SIGNIFICANT GRADING CHANGES L; C CONCRETE PAN AND SUBDRAIN SECTION CURRENTLY THE SITE DRAINAGE IS C/Z C)�. - • E�p �y a7. 5-6" RISERS TO TOWARD THE BUILDING AND INLETS S t LIGHT 1 8, unLm TO 8E HFi117v ��%M IF DRAINAGE IS NOT A NPROBLEM, THEN \1 a PROPOSED GRADE SE ° to V 3.3. Y % DRAINAGE 7 WROUGHT IRON HAND- _ EASEMENT DRAINAGE SWALES AND INLETS MAY NOT 8, RAiL BOTH SIDES (PER VAIL BE REQUIRED. CONTACT AEI IF DRAINAGE 26.5 VILLAGE. HAS BEEN AN ISSUE AND REQUIRES ELECTRIC MODIFICATION PRIOR TO BEGINNING F A ` FIFTH FILING)/ .ANC CONSTRUCTION OF THE DRIVEWAY WHERE ovilw+c '9 t TES` Ft1C 0 � �5' /�(/_� � #4 REBAR ® 4' d C. M ff STORM LINES WOULD BE INSTALLED. Ate:•••""" SNOWMELT TUBES in 00 co 7 \ MATCH RETAINING WALL SLOPED TO , VARIES D WEL INTO SLAB WITH 'w .^ l0 N 2 MATCH GRADE STONE VENEER n F J,P„^ 6 0 �J-W ^1 �� V ` R ''�1V N AND CAP BOTH SIDES OF WALL, 1/ `!► J I O W_�Q •� 8, RAISE GRADE AT BACK OF L f�(r/ 8174 al•S WALL SLOPE TO DRAIN AWAY FROM j' D 1 5' 15' ETnT� Br7 4 yy BUILDING AND WINDOWS 6� J 1 e S SEE PLAN CONCRETE BAND OR PAVER ` x^= 2 SOLDIER COURSE NEW ROOF !1 Z�sa�•3.3 (� " 8, NEW ACCESS GATE SEE ARCHITECTURAL PLANS 1 ` ' 4 1/2- m ` 2'-0' RETAINING W / 2Qp � 1 11 FOR ALL HARDSCAPE COLOR t ` _ ••:'.: • '-, "r. •:. '_.. ' S" CONCRETE SLAB FENCE TO BE RE LOCATED, CH X 8 EXISTING OVERHANG TEXTURE AND FINISH, DETAILS TO EXISTING LOCTION AT G ON / 12'19 . NOTES AND SPECIFICATIONS. = ROUGHENED JOINT - _ 8' 44 .4 t?S Oo ` .\.\\.\\.\\. .\\ .\. OO�CONDUITS SUBGRADE r f TO8l74 6 ABC z0 X42 , \ al 2" WEEP HOLES ® LOWPOINTS 7 i ar'' ¢0 ! OR ON 10' CENTERS, MIRAFl 140 — OVER HOLES a123a x �8t, Note: Snowmelted paver section 1 (Light traffic areas) p��•pp• �('1'T . o - P y ; � > specified b owner and contractor. �.,•�a D.C'47' PROPOSED 12" AGRADRAIN AREA INLET �M t3�,� t� W� ' ' L2 8 74 WfiH 6' SDR35 PVC ® 2% TO VALLEY INLET r'� �C �t C p4g4m,-7- ; 2275� ob pj4s �� LIGHT TRAFFIC AREAS (NO TRUCKS) .� _ ' 7V • ..aa l 2'-6' RETAINING WALL M FJ�.T N T S ' - EXIST."BOLLARDS TO BE REMOVED • _ � EXIST 'STORM INLET r IXISnNG -- ., T SNOWMELTED PAVER SECTION 1 Q '� s ° CUl1�TER D 8r �47 �HYORAW 1 TO DRAIN 2 lef' a,i Za t2. SAWC%PATCH/INFARED �o P¢ Note Snowmelted paver section 2 (Heavy traffic areas) Z = Lane 4' TO MATCH tSROPOSEd PAN 1N�I� a� '�� Eea, 265ga �,/ specified by owner and contractor. .' v p1G ASPiIALT TO EXISTING ASPHALT ROAD i 4• C 52 -+•� 8':30 r SLOP L D 1V �, T aX, 1" SNOWMELT TUBING � o SEE ARCHITECTURAL PLANS FOR HARDSCAPE LAYOUT aj Vajve GO 5 CONCRETE BAND OR .• CONCRETE BAND OR P_ AND TYPE OF FINISH sEM uAHHOLE 2 3/8 PAVERS N WELL AS SNOWMELT LIMITS. ar, Y �� ia, SOLDIER COURSE SOLDIER COURSE ! ` � 7 PROPOSED S 1 8723, 1 SAND <'7 f o , tone ry _ '+.-- - �D i ,`;47ANDSCAPE AREA 3 44 B \ ' co U 0 m /� � LY C r' 27 O 4 y rHR�oE SEE PLANS FOR 1.5 VARIES 1.5 SEE PLANS FOR o r EDGE of ASPHALT 7j. SITE SURFACE SITE SURFACE - ,' PROPOSED LANDSCAPE l WATER /l Y". •"• .,•: :%'•�'• .;r. 7" CONCRETE E 3 MANHOLE ar- •~. ; 'i • ' LANDSCAPE U- Ex10, SfarWt �ST1ef ��� a12 'i'n� svl d,�aj �"k t� " '-• PLANS FOR FINISH) W .. • ; { wATO VALVE _ _ O j�t�c,c �t�le� ' L } f-e 1e Gl-e�q l G . G01,1;l� \j,./ ... j•-- : `>`/:./: ://...... .. ......:./: 4 w o I _ �f va $�� �/ �/ i\/ / • .\/� . \/\/-. - \ • \ COMPACTED ABC z z o ° �XC 'f' I/,���s•� ,\�%� \ ��\ \/\�\�\�\ \ \�,� 1/2 HS60 RIGID SYROFOAM c� w fVt�lj �Vrffflc knf,ed� cjG �� y,L 1.. __ �./ ��/.�/�� �/. / �/.�/.� . ..���/,�/��/.�. �%/.� INSULATION BOARD w Of = a 9 '' 3" 'CLEAR TO REBAR ° ° L ° �_ of yiwrilay �rkre ----- • 1"WEEP HOLES IN CONCRETE 24" OC USE CHAIRS FOR SPACING t >F �jp ' �, �s GRAPHIC SCALE @ LOW POINTS WITH MIRAFl COVERING HOLES 4 REBAR @ 15" E.W.(TYP) ., `a V' • �J V to-it ' cJ t fd d�yY/ t 10 0 5 10 20 40 ,---- HEAVY TRAFFIC AREAS IN FEET ) �t�o l C ' LLJ i mch — 10 ft. N.T.S "l AZT�Ql CONTOUR INTERVAL = 1 ' y E SNOWMELTED PAVER SECTION 2 —