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HomeMy WebLinkAboutNeighborhood Center addition KAAR O t � • 'CIVIL ENGINEERING DRAWINGS G r,-,� �� co C- 1 6RAM46 PLAN a; cn ADDITION TO: ►.ARCHITECTURAL DRAWING i • A-1 51"'Ir P l-AN G NG t'LAS A 2 F:Lootz PLA44 „A A•3 -1.Z+CrF GEII.I►�G PLAN, fiZOC�+� PIAN 'w A-4 r✓XIE12-109 ELj�vAT6 v A•5 &Ui6-171N4 405yGITIONCO A•!o ARP 1NcNPDWN�DU�.ES, 1I�t'r�OR ELE� 7iO ojG A NCo yy- ;; A'1 I N rErZj L E LBVA't I O N S a A•b l►�E1�•lorz l:L�yATION� � . , nom}• (�, - A•9 V G i�I I✓ r u A�1 0 I L� Aw 19791 ARROW HIGHWAY •yhPr1 14rt 4X ' r RANCHO CUCAMONGA9 CALIF. 91730 Y -• TRUCTURAL ENGINEERING DRAWINGS xf,._ aa3ra,: caRxax;c • xas r 5•I 4ENERAL N40TES �MTA_S ; • "° '` 5 2 �4ur4flAT loft ALAN .. �t ' '''► _ 6'3 170OF FtzAMZN,i.� }°i.AN lr, a . 1�~ �•�4tY'F ��,+ t FL A �•5 21K4 SEG;�OtiS , -` '• 1 5 <D PE W L.S 14 }^' i �_. N!Vm'• 'B .tip W ARCHITECT: PLUMBING, MECH., & ELEC. ENGINEERS;. PLUMBING ENGINEERING DRAWINGS ` W � T.M.A.D. �IGINEERS INC. . WOLFF, LANG, CHRISTOPHER ARCHITECTS INC. ;9375 ARCHIBALD AVE.. BUILDINGr 200 ,217 N. ALLYN AVE. v. I NOTE5,5G+�J;.ES, �DtTAI�a .�_' ��_:( 'c,� `IRANCHO CUCAMONGA, -CA 91730' ONTARIO, CA 91764 _ z 'v _ PHONE: (714)986-4560 P. sMal►ac, SE's :��AN "� 0 PHONE: (714)987-0 09 p M N rLA�I ; .- - a P 3 �� �► G . ti=iz av p4 PLAN .., ARCHITECT.STRUCTURAL ENGINEER: LANDSCAPE � x K.B. LEUNG STRUC. ENG. INC. R. GARY MILLER & ASSOC. _ 9375 ARCHIBALD AVE. SUITE 202 . 1426 W. 6TH ST. STE. 210—A MECHANICAL ENGINEERING DRAWINGS RANCHO CUCAMONGA, CA 91730 CORONA, CA 91720 CONSU TAN PHONE: (714)980-27,44 PHONE: (714)734-0680 • . � M•I MEG4�AN iCAL. nOOF ALAN . • M•2 M(cGHANIGAL NOTE, �GKE„pU�l~5 �DETAtva J -- , r j! APPROVED �x15TIN6 FL.00R AREA: (0P�&O �. FT, CJGAMo�_A C ON+Y WATEa t2�•*rZ►cT � `ELECTRICAL ENGINEERING DRAWINGS ADD. FLOOR AREA 5600 5Q, FT, ala�4! 8E•;�r>A2� •i0 R�, '.- - 2kNCHD CUGAMON6A CA ` CONS"tRUGT10N ?YPE: V•N ' '' a - - -Sonoma - --- ----- - - -WIN E- l �LEC''fzIGAL a1TE PLAN CEtvE??AL TE_Z?p-lpNE ,". ,aw I FOOTHIL OCG. GROUP : A•3 4�0 5. LA:UST, f,,O. 50)k 410 .i s E 2 tiP'E5 �EDULE� APPROVED , :.. ,, .. C 91� N1f0RMMow+► GA I CODE : 1 U : -.:. E•3 SGNE�U;.E � 1�'A1L5 t3Ult,DINcv CODE F-007Hi Ll. ��2E t7 Z1GT n ;t '� E•4 t,1(HTINGPLAN a FO. 50K g'i5 - -- - - - - - - - -- GA, -CUC + - ; �^►.,GHO C�CO,t• i0� . , ...,.�., • �o,. MONGA E•5 !'bWER �' S1 NA AN oil X✓'(ii2N CALIF, V✓lS0N CO, 9M !T d I ' e`- i '•' OWN fit f=aANc15 5~-, PO,bU� 513 �. ' DATE BY REVISION REMARKS oNTAa�o,cA °I1�6'1 ARN , • 'LANDSCAPE ARCHITECTURAL DRAWINGS 1;- ! 0,OMl Er2N CALIF• GAS CO, 1 • �D. 8Dx G2 2�v z - � � :.-I I RR ICS A71 O'N r'1.AN • �AN &Ea►�►Z:*C,CA °12411 a - � _ >TM n - I �•2 PLANTING Pt.AN I . ; TH , ST 3 f?R1GAT{ON pE•TAIi.Gj -- - - - - + -- - ---+-___ _ -----•.+ '' - ;,•4 ?1.ANTIN4 vETA+I,s ►. 5-- .. ower - t t b 1 I ( t r i __11 a■ r AMINO y DRAWN �.,,1.5 , ., CHECKED DATE kli Rl NEI a , VICINITY MAP SHEET INDEX SCALEPROJECT INFORMATION UTILITIESSOB NO _ 6 ' en ..a lir.. MS-:.w • _'/ • " GAAV! 4 nAN L�lSt4D ScNGN MA{ZI� ( 2 j w a - krzi L-L D PA-rc 6i AL-i. 9. �rEG1 F ic�TION�► �vR Ai.� Sf�E 64 M::!'-�G, 1 or O. . 'TOP DP C,URb nER COJW7Y DF e^14 b1;2NA2DIN0 +RAQ6F0p.TA710N i. �AwCU •, EMCvE, ��NG' ,P.�C Ap1 �-E _ Exiy'7X( PAV>rr rEW WALKS,CU92fo,ANO GM25 'U�+�tJRk�AN17 bi E P2EP �3DN 2EQt 'z!rM�J1't"a I I , �F2TMEntT Ftp i�K 4014 !3P�2 , } AT ALI. Ai?EA� � R1�Q ID GOI2 NEW O'rlL!T' HOM-,dab TOr OF PAVINCO CA5M4ALTM. C ONG.) CH. 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Mt. _ GoPINb COPING BUILT Up '1NC IWIL. -UP ROCrrIP4 _"(O COMPLY W/ Sac. 3205(P) U.b.c.T`fr rZ 015T WOF JO LT ~ (' IW_*JLAT1DN AT BOTTOM IW_%CATION AT BOTTOM of 6NP-ATN►?4& TYP. r OF 64IEA7r•IIN6 -TYP - 6u1o.2Fc)F.P CEILING tPYSIT^_1 ,, rv\ ,•: A- IVP'TpP OF 9Nl�TNiNb � • . for OF Mme! - ---------- -- �--- E Vi IZUGT URAL - 50TVM OF T-RbAR - 4 goT1oM OF tout. Lock - � �� M--w- 109 STORACit 106 WOMEN: 107 rVES'�., 105 MEN LOBBY "10 L N tout, �.c�k � r jO1 OF CONY. 5LAb � TOP O F CAN C, 15L.A5 .. it 1p 1-....-.. � l ...J-.. � _Imo+• I� � '__'�"• � i ( �,+.r r�`• {ate��C+.+y „�' ..w" .d'_. - �� s -�� �� 1 J.=;) l- , 1 i 1 , �.:*--,^� _.i, , N�:..�r''..n'�,fC. 'a^��'�.`� ;�'�?�•:�•"�,: .e. ` I{ 1f ' I 1 I j ' `• I !1,..._.I+r ti .,-TL' M,Y �.� r� .y±��''`�•s.. P11 �� � . -� - �--- 1� 1 - 1 L•..- 1� 1 �i �� ! l�~�� �-1'I 1 'l���-'�' "�� � '1�ury,� �',". 1 - i f -•� 11 � : f F\ S'�•r ^t ✓`4'�. 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" !'i EQUAL 045 NETg N GONG, 6,.GGK 'bT^G K FM47 ION .�E GYP C3Dr �` — __ ---- - 'r. W M L-AAMtrI EAST � kl v Y� T •~'mow• � 3T "/ � h 4- 10 1 MULTIUSE. ROOM 1 ra No CJ �` � ` iso""� '`]' "a,3?'rw �?,• a .," _ d O �' f - - II LGNf.RCTE • ' :.: � -j3 r r M � C.0kCRETE- bLOLK q. WALL v AL QUARRY TILE 5AgE UAt7RY _. IVESh' F3A�E APPROVED F 21 i 2 i I(, CoWCjZtTE OLOCK. 9 •q APPROVED PAINTED VEST,au E _ A'1 / hq riy sp, DATE BY REVISION REMARKS QUARRY TI LE QUARRY 'f I L E BASE CoNcoaTE bLoclk 5A5E YEAST SOUTH DRAWN - C HWKED Pn - I DATE - .0 SCALE 7 102 LOBBY JOB NO S . ♦ .. • •ham'• 'k' , s • 's. y Norte: ALL ciemv..wi, rw IZEFEs25 TO W I.G. G1YiAi1 PAW5- � ch ,1 ALL S�LrTA►�5 UNL�✓ Ot'►fGRW i'SE . X � SpEG 6D 5u LL P A CONFott�•{ Tb W.I.G. '� ... CoNG. 6LG�K 2 <aT,4N DdttpS .. . Am TYr. 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SCALE N FID - A 8 "NO 65-140 ... _. _. .n. - . —77 M1i GLAZIuG r GAP EE i4Wt�. FIZ�M ETAL WiPIWG CrF r. 6N T +STEEL •fU6E CZA14 GLC-AT EA. SXV �TAND►Nb IPM Cc?NT t /4 Wr%T•AL EMU. VINYL 51'fiJP FL/1514146i SIMI : . AP esWSEt V9 2TIGAL FLUTED I --FILL EA. PAi1 W/ NDN- 41 CAWT , . ` HALANT y rf FAiGE bLIK-. L 14 iTN CAST L!W-E CI NRIN14 .�b ALANT :.I R °JAW C JT J G I►•t T / -&A LV,- %E ET' MTL. PAN � . 4 CANT cAULk+N4 QUI L7 uP•?ooFIN6 00JILT UI' ROOIstw(4 _ EAS ` - 2 I��li/ MAhDNR�' f 0 tK &/A'`1 POR I 0 uuT'EL _ 1 OTHER NOTES l ' 4M4f-7 W/ APPLIED STOP ApIaLII`0 �©P A.O DIMCroIoNS , : prt'e GLEE' L �l11M. tvvR. - 6J'£T I N ►i�DN Y 6EE 90M 6,'NEDULE AJJM FtZAME - �+: . 4LAZI NGS + _ FXTEtztoR tNTER+OtZ IIYl1'E121G�IZ 2a I EXTERI�� PARA�LT@ I X11=II•Oil NINDOW MlAIL 31I� II.O � wI DOw JAM� t� AIL ���I+•©I �ODt2 NtAD DEr Jt. ,3 �1.= I'•O� MECHANICAL 5Ci2>✓fN I�2u= tl•Q, P j HI u 12JAMS CS(M.� rIEAD) J AM 6151 L.L. 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NEAV DE'''AL L. 3�aJI,01 t= I. 11 fI, 11 utZ�uQLv 9FJAIL 3 1 © NINPOW HEAD DC-TAIL . : I wZ wl O 8041: 9E.rNC. .1 M8 C5 M) o " !1 ° METAL t-AScIA I Z10METAL XPil�Y� DN S W 1( `.ONT, CLEAT F,A 6IDE LL I A J e MLT L ?t?I MAbo►JRY LINTEL W q 6'LT FACE C WC, 5LOGK- - . ETAL CLIP IS CGA G-I. A I�L+4Fr�I IJG aET tN I C� AINTEt7 � o.c, GANG, g�pGK. ��r •d V' G 4 ` #7EEQ RAID uOtuT R a L-14TE L W/ LOV NJ�C%S „ ,�`• zC F' C , 45 SEND @ GNANGE. IN - � v.�. �Co+J7.SEA L. ..�• � Q K- 9DR SAWUT 4 beo%6. SLOG CAf' "MT5 r • .. IN i o; EG.�IOu GDNG, OGI< �5EALAW, EASM _ • ft. EALANI �O'TN _ 9ET A FULL, l=(N{5t-1 FLODiL 1u GA1�T t ' ' - !! SEALANT C7 F ►+ 6it7Fb 'tI FIN(SN FUOOi2 - - _ 8f11�1-UP RO th�L� rt Vpf-L• POOP- - - >m� } O J A OC 1 b CA. b. I. @ ppm 6wE E P N 2'•Ga �i DovNlrygPOUT • bELAN 9) 11 ALUM THE r_bHc.LC 4-('P 65), Pow 0 CONSUL PA►t�'*ED ! �u WAX, VINYL GASK�r ; ALUM FRAME ELS, 5co2ED _- • G��P• b1�. ►ALU►4, FRAME - -- _ � J�toL.D �_.�jLAZIIJG VWYL GAfaKET _ - • ,- - �l� 7,� LA2INl,� O e 6 r '� -�yy w . . SND TRIM pE�'AIL. 3 a� 1. tl 1 w WINPOW I SAP Vrl:- I - r WIAAOW 15AD G�TAIL 3d= f1.p1 pA17APeT VeTAI L.. i �_ l�V�NSI U'T t7�Ti41L, I O T�ttZC-SNOLb DE1A1L. "I "o ,lAM�(2IM•) #�=I .O JAMS NM. 17 ('2 IAPPROVED X/000 04-ill- 4A(pr-F--r [:�LAZI NG - , . II i ALUM. FRAME - � FL1!"tED i3PL1T FAGS �iLDGk ' APPROVED gE TUfLA L _� X., .n� =CAP PLA/Xo TE ,----- 57EE L F RAM1f ADDLE MA'�ONt2`{ LIN1�L WAT t - \ -SEALANT �1.SIDE. ERt' N6 TRAM�. l�INlSH FLGb}2 DATE REVISION REIIAARKS vi►JY L G Ab K ET /v�RtES ALLAH, FRAME 2 C-ONG. 5�7 GtYP �. x L ?. (�. R.ED W b I ; I 1 I G G URb MOVA15L.£ t�A'.Ti•r•IDN I I �;,I �ip,,.L? 002E WPDD C.AUIJ�IN _ f.. .1 I�4 5.G S�oDtz bl �1: , - TA I SII I SEE LE 5EE scNWULE I (' o PE i.� YJ�I((NY��L 4A64447 ° DRAWN F ALTERNATE ND. 2 j • • , c o CHECKED s I• �aL•�Sh N ' DATE N Ate bETAIL - 3�= 11-p� n�TAIL MovA pAl2T, �," !I p� b�TALL@t7�%101� I�EAb - t oN �N,�Il,oa wl `alLl.. v�rAfL fi� +, GTIotJe l.AN7 I �� I• � NOTED JAM13 Le5iM� JAMB fit. 3 1 O 5E f SrZ 1 �Z .�oBno 86.140 , y S T!{INSEf. GER,�M1C Ti1,,� Ul FOR ELEV. bee PLANT u T ROI4P COAT x ! MEYAI. LAT�l ;' ;:! • 4. ��< MEM6tthNE EW 6TAI �i.` ,. � Q { (oIl UNLESS OTHEIZW I'VE . s14� ST PLYWOOD OVER P":,14M1NG- EEL Hoofs itJDlCATED ON P4 AN � �p�" • d. AX. PAVING {moo 4 to ` lP -#fv GA S � �I 41 �� •..,CEDING m � r COFJC. . . J _' , � �tSLAZ 1 N d 41-o WIDE � • ALUM. FRA►M E VENT !7U GT SH,�.FT'a PEfZ r j �' TOP Old CCU NT$Z 9 b 19'I PJNCHE-D MTL, 5T&P +L 6T L. TiJ13E. 11 M AIR. gPACEC� _ t 4.F01RM MEAZ4, CODE M I N. N s- E t�T'Ri1G, x•�T5(2a LA�'EtZS , -14&A,eft 2 UNtfbb INDICATED � _'TYPE 'x L�Yp..bd• L11JINh ZRAGKF-T OTHeT1 615 s ' CONC. 5LOCic. 5HAFT I Hrt. F IRE RA71 N(5 v , w.12 &YP, $v. VJALL_ >R.1E 12ROT•ECTIDtl SYaff EM Ait4tUL MY CHEMICAL � CUR b DETAIL NO 5CA�E GU-'T'L� PS7AIL NO t>CAL� 2 &ATHR00M COU NTER Sit=II•o� 151�L. �+Isl'•ol' K-ITCHE N H00t) 3/4"=I'•p� RiN55_5PSl! P 1y�!t1�01: a 1v2U STD. SLUM' 31`A1.ANT(T-IT) GA PAjrITEQ 6ALv 6 LEL ROOF AN DRAB L. SLOPE GA,Y1►-1 i ZI N , }tA N vJ'/ AUto•NOLG OPEN ""'� �p - . 1 XZH ELF FLASWQ6 CURB � Y ;e,�1 D I• K HASP l "i 4 ¢ ALM.Pi PE _ A RA TL ?" N I4 G A s.5. 'SEE .� FIbE2 G4N I �•'i� RH.M.S.lt1/ExPAN51 ON I U , J,. A �2 N 9N��LD 5 C� C ONC• �.00 1� �_'STS'YU G. � t�4 EtAL • •f :� �, �>,...� yam,-.;�sfi' . -. tr v r N I�• IbLP; T I1 12�JF b Q ANTED CONC. CpURTYARD G �f ' ,` 0\ `, ` • � CL.2, i l� �I i x�' 1 ��/I✓� - r,� '� �4, ��,�' y,.�" raw+'" r'a �,-y ' n 1 N4 L.Eb ° .l e i, 4 y � � Nx w it a ny,M ;nr.''' a+Yys \,+f+r 3c"� �.w.alb ,r•r,.r't t, ,�, ti a 11 ' � • \n t II .. } qn114 6A G.I. , •\ y G .1 i; ��, T �TO.ALU�I• 1Ya G.fN� . . � ,ay ,iF v.'� r`,���r'1'=..y� ^r... .„- •4,-x, , 5T�2UC, .\ "� ! l - - .. ^ •,, a Jam ° .,7 ,..Y• "�., rv,'°wfrRr 1”' ., i ;; pR E MI•N . +1-r►x�'2 YN/ BENT KL�l1 RN ----� ' . « �� ; ". ALUM, LADD 2 9�t \ R 15TUBE E F a A bz c 1 .cr H AL� 'tAC KE? bTa . I' ,. �,Ol: Z•V .' w.... ._ .. �,. ,.. vsW aw y'. ,r• yam, Z a � � � CO! C STE�j AtvD .p Fr,AKG�.La W } • ' .3 (2)2 A 1 O TY�Lw ice) ' 1 \ cowl: 15LK i 1 1~' _ ! - .. ..._- 4 r L i '^p�.• +,•6�hIM r°'alt�'PA` '..(' f y_d,:� �; , a E G�.V AT 10N SMALL. �, ---, ;�•- _ - '�"� , �;���'"�'� ��' 4� � x:,����` 2 W 6,I. CON*"1, 1. .,rya' �„ r • � COtZNEt'L t�tzTA1L � '1 a 1 � � � ���, .4e' �� • 2M-WAi.4 SAFER ►�oS;�C� 1Z / SEE t�ETAI� 1✓OfL NOTES U 1'ZOO NATCN I1' I1 OII �T'AI9b /4' I •O' l-HANDRAIL 3 1 •O ' C �/�¢� 1� O 3/,�Il= 1'•DIl QEDwoo� ExP �o► 11i2� t�� n 4 �r CoU T m x ,N, Zw Q � � �` •., .., ,.•q, ._ :''.. y �•,. �',PF �+..x 1..Ti'n �' the 4 N dr Vt: ` �'.' +� ,r,,t• . v+cew '` ,c'.. Wan.. ,.,; 1t+v5'., S!r'i4"'i�{ ?. r. . V h /y 5 �• �� i: m �i a.+� � I ".'r,..w Y�s.»"`�.w"a�'i��p 'a.war ' 4� , r,� (r/10 OF CON G> V:Z _ , +:�'Y>I r�C''`'��.msY�9C'a'.�� Yuri". +PF�a'�w�`�•,w u, y.. '• .w"" '. c 5?EEL GT I✓ (� . .. . w r ` RA 1 : �'•. � ',,�s�, .'rG' rxse �Ix�a r:, r�" .�+k,,,.J,�^`'" n i AND F(X;-r,E W r r• V O '" :_. 1••�`�"+,w�: " 4yK., ....Tcl&4 ixv•r�'� .+" y VINYL CARPE'*' MOUL.Pl NCS t • I MI'J2GEt2 PLASTIC'S' NO. 32 )r x_ jet o rIA • sJ �'QUAIZ Y CNZ Prz T CO NC � (o r3 � � R�7, g.�. Q.ot� 1 LrDNQ►rr° �•,G z 3 b ifj LW 494. Y . M OONSU TANT � `. 9 �1 S� RD.IF' , _ ,5, TUN d • E It Ll MIT a ma� ,• L,,. I(o(�+ foga. �I�I,.F N i ol �y'1�• s _ • c t � p d MAN C A?G►- gjAS f N @ PARD•i i`I 7 I( i II p 14 GA 6. I. APPROVED 1 CA;2 f�� M caU t~D I NCS tUSPENDED C51LINC NO *4ALt _ �OT 1 ` I ' O 15` I •o51 �.CJo . . 7r,I�+cI<I�T 14 44 CIA, -b Eb. _ i�k'!s!s raQ ""�O P ` JW/.4" N r - ± APPROVED V1NYl. Mv�.DINC, t2.EiNFrNZGE�,IG. +.- { ME2CER PLA°) _e) NO. 15 L�V 'i moi. - . - .. • • • , � - 'V w QUpTZRY W 5 • RIGLET- --�. ?UbINb LEG .5F 'TiL. YINYL O O BEETP� NO DATE BY REVISION REMARKS R 4, A .• EOpx 20 I x"St•O� Ko&A5.6. .'. , ` PF—TAILS # „ •; DRAWN �► ,.' CHECKED cmu5 ENVEh cEIL1 4C., NO6CAL.S MOULLDN6 3= I. � E , - I O �4�.�1.p� � scA� '�► JOB NO e W * , - �,w.�t­,'l-,,-A ,,,,-t�-�.*, ;"" *� -7�- I � .V�.. ,,� � 1 -4, ,,, -'ps. , .- �_�'. - , _7 ---I ,.,O:-:7.. 0".4'"' . ­#,�"•, �0 ,.",­­",­*� , . I � I— � - . . 4", , .vk-�., ,1­At:. . ., ­�A�7. ,��;,;� , `,O��-,: ­�. . ,, I � � �.4',�, .0.1w, - -.1c, '�, . . 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I *�- V�1� . , " ,,, � � .. I ­­ 'r . ,� �, ­'­ . � ' ' , ,_ , � 0 7, mr-' A It' - � ...III,'�- - - - I .1�i . . - . . I, I .1 I , . . 11" , . -1 . 1: . I,I* I I ,�', 1..� . , , • I . - . � , 1 * � � ., ,- I . I I . � .� I.- � .,� , � - , , , -1 � � ,.I �";c.:�m�t.�.�, ,..1. .. ." . I . . I I . . I - I . . I " , '. .I . . .""! � - I . 11 4 I V ", ­.,�­ , , I- "��- , � , . � , ., � I 1;.,,,�., Ik. , N-1 .. , _ � ., � - , .� 5")., ,;, � 4 ov �, ,� , I ,'' , - . I I .I 11 . . . . I .I I :, , , . _ ­�.� - VI. , 'q.� I - . . , , . - cro � - -I I . - - �_.. . -_ - _ - . . , I , 7 I.,- I ,% � . � - , - - I I . . - . . � . I - 1. ­7 1. - I :­ - .. . .. � I I - � 9 , A . . - . , � .11 � _7__ " nr�- F_ I . I . I 1. I I I I 11. � I - ' ' '. .11� - * '_ I ' � , ' ' I ' - -GENE RAL .. . . , IF -4, ilt".. I . � I . . � . I . . I' .- . ' I � - I --,-,-,,. �" 7' - ' - .� � -1 _ ' I- 4w , I ­ , I .. I ­ .. .I � ''I � _; I . I. I . I REINFURCING STEEL " I I I -1. �� � , ' - t I .�� " , . - I -t.UMBLR I .1 . " , I I I - I I� I 1. I 1 , �. .; . C-o"M1q. ACCcE;�� (GVr.-4Ei.^? ,��w::V4) 1 - I... - * I .-, . . , . : I . - � , I . �, . , � . . - I � � . I ., I",v ­. ...�� - - 1.#.4 *p-i/s . .. ­­­_ -, ,--., I 1%. . . I � I.. .- . , . I I . � . � . I I .- � ­ I 1� ? , t - � , . . .­ . . . .. . I . : I � 1. . I I 11�1 I �., ­� , ! ��Iv I I Ti .1� I . I I I . I .1 , . 1.1A GENERAL CONTRACTOR :SHALL VERIFY ALL DIMENSIONS AND � � '. " :11; ,�., � , �: f. . � . r 11 11 � I , . 1'...'�:. " " , . " . �j��D r-1,x,E1_,, Ai.L.0V4aC:: ." I ,� I I _ .I 11 ,,. . I �*` I I . I �I .. . � ."., I'. '�". v .1 ''� - :., . I 1-� rl C*4 IZO= JcZt=k=r7/A,JC74r . . 'i I i,-.11 ' I . . �I cn -.,I- . .1 � ­ , � � 11 - - . . ,.,:,% . � - . . . ' 1� . " �, , , , . -.r.-" . '. �. , - . :" � ..� 1. , , "ALL -STRUCTURAL LUMBER SHALL BE GRADED IN ACCORDANCE WITH � -- -EL S�ALL diN N S.T.M.. (A-615) ' � ­'. - " " � 'l-I., , , � � I I ki-b P;C>#<,1,4v440P<K 1711, . I ,.: �. .. I "-I I 1. ,.::.ALL REINFORCING STE ' D RK. "THE ARCHITECT .� .� . 1 . ` � '. , .1 � ­ . I . _ . , . - I � , . �., _1 . �. I ­�I . . I I 1� . I . I �, �.. I : I 1, , "li I I . I I THE "GRA"'IN 3 . AND DRESSING R ST COAST , BARS AND SMALLER, GRADE 60 FORAO. 6 , I , I..: � . � .. "." I '. , Mptff 51 . � . . .. V'� 11 I . 1. . . I . . . ' ;, , � , *:1 . I . . I I - . . . . -�4� g ,, .1 •I I - I., � i , I . .: 1- . I -Me_-7'A�_ 1`7 _E&Vff ' I . I , , " � .1 I ­., I DOF .ANY BE-SCREPAINCY BEFORE, PROUEDING I , . � � - I SSOC IATION." , ,, - . .. . , , I , - I . . . . I .1 I .� . -r:F . I '' . . I ­ I .: . , � I � .�. ­ ' . . �" ,_-c � '" '� � 1. . 1. .. . I I � . BARS AND LARGER. � . I . �I , . 4 1�. I --C�o-Jc--11 r/c�7-k� AT,`!"X ---�tc-_� - "- '1UMBERMAN'S A . � . . . _' . I . . I . . . I , .�. I I I I I I . I . . I � . - I . . . . I I , -" 1. - � I . : .. . I I � � . . . I . i:.� -:WITH THE WORK. , .� . '. I . . � I . . Y;-, - � 11 • . .1 I I . 1� I .. I .. I � ' . .' . . . ,..,1� ., m . . . I .- I .. '.. 11 � I �I , a . " ',� .. ­ . .. . F\ * (=av�AeAc7M1__y 4�4,:A-IFILL . . . � ' I " . I, 11. . . I ­ I, . � � . '. I I ., �, I � .. �� . I m "" . , I . - . I . . I I ,, - ", ' , 11 - - ___,I)I , - - I . .. " �� I,- �__i I IL,o 4=a>1-47.7 ,--LA,�V,< �EA,,�->/C-_),:= LECTRODES, GRADE (E-70) ,'.FOR WELDING I ,2. - ALL WOOD HEARING ON CONCRETE OR MASONRY WITHIN 4'0" FROM - -` 2. I ,� -, - - ' �` - �­ I . _. - I I �. 2. DIMENSIONS SHALL T�a, PRECEDENCE OVER 5CALES,SHOWN ON . I , . \ . I � . I . . , . .11 I . 71, �",' I I . . . . � � .� ,� .. � . I, I . I ': . I 11 . .11 I . I . 1 . - . 1. , 1 7,4I­1pr=c7, !s�4:7- -- --------- G D FIR. . . . .� . � . .. �-,DRAW I NGS. � . 1 I . . . . I , I Ch . I I . . 11 . . . I I . I -1 ­ . . . . t, I I . - I - =,-r.j0/,�-v7-, C:X��<=*,,/A . . . I . . . .. ,� I , I ......11 . ; . . . .. . . �_ / , 'mi .. . . , - I I . .. . I %1, �. . . I .1 , -1 - TO 1/16") I 3. REINFORCING MARKED '�CONTIkUOUS" S . . I ".- , � 1. I � 5E I . 1. . , ". 1) 1p-::<�5Ikm - 1 " '. " . - 11 - 1. _ . / I � . I I . 1. 1. I " � 1 :w . I .",_ . 1. . � , � -"- � 17 --fT11r1_ H E . . . . 11 . 1. I - 11 , ` ...n . ; . - - � .0. . , �, " I .. 11 - ___," I I . ER -.� � �e ., I -, % .I I I 1, __"�� ,�_ IT­r_rTr-_--`_7Z � � i " ��-_-.:iia- I I i - I ,.� r�.��, ,5=� - . � .1 1. I . I .. ., . i. [ . : � , 11 I ; 11 I ,7 11 ­ I . -4 , � . 'DIAMETER IN CONCRETE. .. I 1. . " , .,� '. . , -! I, r!�' -�,, T:7-,--7.) r7 7-7 ", . - .1 . I I I t - . -:. 7 * I . � .�, ", I - 1-1 := ,� ; I.�. , i, L REGUI.ATIONS OVER A � �­ - 1 . . , . . . . I ; , -, ,��__ -- . 1 . , .. .­ , 1. 77.1 ; - . I ,� ­. �, � � . , t L I _� , I I .1 7:�: . 4. 1 STRUCTURAL SHALL I . . ,AND ,;�� - I i J,E:4 i �-;-- � . I . I I ,�il . . . . .. �* - . . . I i I- . . -1� , --.Ti`q� . . -_ - I 1 , . I . , 4. CRETE SLAB, WALL OR I . � � . I . R I'41. !i�!Ir i, . O . SE NOTE'S AND SPECIFICATIONS. I I _'�­ � . " ­�. - . . . . I I I . . �- 1� I . ,- . ., ,.� I -_ jpr ­i� . � --.i:- � .. . . I "I I FOOTING . . 1. . , I I . I . . ;.. I., . I := " - , , . . ,, I . I �� LY DETAILED. . . � . I . . I I, 1. �11 ", 11 - I � . �tl-, e . % . . I. -:�',- - . ;,� ,�., I .A .,�t I / ___ I--,. - I- I , - '! "! . .1, I I I ,�..I - . �, . . I -_ _= , I I . A "I I ' ' � � . I I BETWEEN JOISTS OR -RAFTERS AT ALL .1 . �m � . ?, -1�111 " - . lu_ (,_��-�, - �- I _1� .1 O C .I __ - DR WINGS , . ; � %fI. -rc�� 1.- . . . . � . I =. L v - It " : , .1 �,�, .� .�'. I I . 1-1 ,.�I � 5. L R L R RAL. , ELECTRICAL AND MECHANICAL ' � , . . 6) SUPPORTS. . . � I . , 177* X .. 11 DEPRESSIONS...ETC. . . #0 .,- I I I ,.� . I I � .. . ­ , I I I . . � I I- . I 11 -- -----V-1 I.. � �,_ .1. �-. ,� � I I-". , . __ .� . . . NOT SH014N ON THE STRUCTURAL DRAWINGS. . . ... . :, �, �'..� � v,. I � . 'y +, .4 1 * I I � I . '­ - 16 1 /2 OD O.C. MAX- � I - k . .. .. .. .1 "I .. .1 I . . -,, " __j -_ - _­�_' I / IMUM FOR ALL JOISTS OVER (4" ) � - - . . I .. k -�k , . .m. I, 1 G OF CON- . , . -DRAWINGS AND SPECIFICATIONS 1 ,� L . �, ;E>1_40 il#.l --Z M .0. -_- I . I . :1 . . 5, 1 THE CONTRACT STRUCTURAL .1 � . .V49;)W,4 � . � . .. . " . I . . . � , I. . RE I ., I - I I . .11� e�w POL 1-.12 1 1 I . . . . I � I � , ..,.. ... . .. � . �.: . _42�vl . � " CLEAR . TRUCTION. THE CONTRACTOR SHALL PROVIDE N".s /I:.�' '. , I 1-1.I, ."-..I I� QAJ r-mcwm acD ,pn-n,q . . PLYWOOD SHALL BE S 1� I I E -----3 . I .. I ,�� .. I . 1. : . . , - 11 . . . . . 11 . . .1 I ,�� � 11 . . � I - c 0"c- ,a7L_L_ .. I 11 I I ------------------?" CLEAR I I . 1. _ " I ",1.I I : , �, . I, . . - ____ - I . I I . . . . I I I �, . I CONSTRUCTION. SUCH MEASURE SHALL INCLUDE BUT NOT HE I ,.,� "I j40*rm!F;) ; . i I . . I I . I ., I I- I."..: Ow.p_ '57-C--e ,A�T,,A4,_.7 ,k-_-� A��,_-al=) I . . NG, SHORING FOR LOADS DOE TO CONSTRUCT 1- 4 I If'. . I - - 8. All WOOD SHALL HAVE STANDARD CUT WASHERS I . ., I , .jo 71c)^,,:�_�r_,I,�,kf-�=-.j-_.&L� "r_---_,S -- -I . I I EQUIPMENT , ETC. OBSERVATION VISITS TO THE SITE BY THE I I .1. ­ I I I I . I 1, I. _. � . ... -eA,l ivoo4K Ajo r ,,1&.xA4yTra-_-:;, ,e;;e_-Li::w c-z -a -)-= UNDER . . . .1. ', I %f 11 1, I . • � I . 4 PtDv� :. ,-� c- i ER HEAD AND NUT, UNE . � 7. I., . � . I . I I I ,. . STRUCTURAL ENGINEER SHALL NUT INCLUDE INSPECTION OF THE . � . �1'1� 111� � ,.� ' , LIL . I UWLa_15!5 1=c=071A-1� ,AtVr-.-) V.44LL. ARZ:: ,=Ll4J-Y Fc)"ffj=;y. ; 77iA-4 /'-c..a"�=A ­-7&E.� I , . . . UNLESS . . I ., . 1. . . � ' , � I I . . . % :-�"_s-� - , ; 17 .1 I .! . IITEMS. , � I' � . ' I,1 I - . � �L I" . �. . I . I . . . . . - I ; . I A40 'Lu:,�vATk=*.� 6i=4.0W 7;7/!5. .'..1AVE DIAGONAL LET-IN BRACES AT EVERY (25'0" ) IN ALL . I . . . . - I . . . I . ' . � - . I,, i" , ,�, 11 � . �,1�.I I - I-I � I ".. ., 1_: 'r - - DcD- '_ � BRACING SHALL BE CONTIN- I -EARING AND - ; ' . I , Q, ,;, .� § . - I � �: . I I .'' " . � 15 AKaS ��T ?`e_,1-CA417,re=�7 L,V 1A / ,-c r.'1,1�� --Z-cr/ 4 ; ',I / "I ..� ­ � .4?, /74 � 4 C:�t . STUD WALLS N01 PLY . .. I I /I , . , I � I . INVESTIGATE SITE DURING C I � ..� 11 - , • I .;, I 1 6. CONI RACTOR SHAH I �'� �. 11 .1 el ,.'16 I . . I I �, . I . I � . F;(� r-a-,t� mcoej�- -rx-y A'.4 :�,Lc(, e,,&,_� UMS FROM TOP TO SIL I � . . . . I . ONS FOR FILLED EXCAVATION� OR BURIED . - . . . I . I I. -A=) Ull-�--_­-T�_Y � . .1 . . :4 , I .� - ­" I 1. �, I . ' *>, . ffcXj�JC:;1A-r1C*4 CZ:�JC. MA"yl&e ,-L_AC-r- I ... . I - � I . I . I *. ..; . . � I I � . : - I . � . , � L- kAa�, .,_i -::lr- ,-La,D7-1#_jc7,s , ,1:5e,a>oe,.�7-,E0 . . I . . S. FOUNDATIONS, . . 4 I '' ,.: � ._ . I �, Akrrn ".JaAr c=x,.-4 ,%::yj�44L�477k:2.J . . . H AS CESSPOOL S, CISTERN . . z 1100_0010_*,� CD I. : .1 I . , . !I. ''I VA77c-)�,C-?, er�eovlZ)F_ 77�-I& F I . 1,� , I I . .11 .. .... . - , . 11 � . . . I I � , 4- 1 MASONRY . ETC. IF ANY SUCH STRUCTURES ARE FOUND, STRUCTURAL � I ��..." ���,",�-,. ­li. , I � t! .1 .Z I iO. A L BE "SIMPSON" ON APPROVED EQUAL . . . . . :j�� , I , I,"4400, ­ . . . P. . /=j,L-�- (1:V 0�I* ;---,ff A��-_5 i T,r') /k,I 6 7, A C) 0�= I ? - � , 1. 11 "I- I - .. I I ��, ,I I " J ­ . . , . ' &;� I . , , , . - , XF-Aii::�q V,IAI-L-5 Arm S7A I . 11 . . � I I ., 1�� - - . ,t. I ! . 7' ,�C 71:;, 1-i�- i�.J 1�'IM_- -rRE,*4Ci-� . . I . ,I" I, � -1 I :` _ . I . . . I . . ' - 1 E NOTIFI*ED IMMEDIATELY. ;, . -•" . . I � . . . � . . I . I I - . - ' I . I I � I '\S G";R Y WOR' 'r 0 11',,'.1 'T 0 TILE LATEST EDITIO'.' Or THE , . I r � I ' ! _ .. I ] . PROVIDE 2X FIRE STOPS AT ALL INTERSECTIONS OF STUD WALLS . SEALL CON I I I . , '� ALL �L I . I I I . 1$04k._�1:,­,.I,.11,,i I 1 k, ... '. I I I, -� ,� .." .,,!,,� UNI I I �, MATERIALS SHALL BE SPRE T w .."i I.. 1. "I '.,. ,. . I, . . I - . :wz-'� . . . � I L WIDTH OF THE ENCLOSED SPACE. PLACE .� . I EXCEED THE DESIGN 41 I' ll, o_ I , I%,1. -.ft. . I . . , I,, I�I­ ,�11_1 11 1) CONCRETE BLOCI' SHALL , _11 I 11 � FOOTING FORM ' " O.C. IN THE VERTI- . . IAF OF SIZYS SHOWN ON ARCHITECTU AL LIVE LOAD PER SQUARE FOOT. PROVIDE ADEQUATE SHORING AND? - I Iw , 1 UTILITY TRENCH , . NI) CON'Foll-'11 To A.S. ..:. � I I � _rllm", I I T , I I - � 6 - DI',AIdNGS M'D/01', CALLED F01', IN SPECS A. . 1 . . :,, I.". � - . . . . . . I I ., I . � I ­ I - - . I . (C-90) G D' "N" LIG , IGM' .. -IAX 1.�Ili!1 LINEAR . I CTift HAS I NOT ATTAINED DESIGN STRENGTH. .1-1.111 - � , 1 I . �­' -�,, ':"� I -, --I�-�w- - -17 1- - - -7;'----- -.�_ 7 ­ v-7' - _1g7 __ ' .. . � . . . � . �i - 1. . . . . . . . I I UNITS WITH ..� , , - . � 1. I RA E NTWE ­ ..,11 I . I I I . � . . I I -UA1 . ' . . . - . 11 I 1, I I . .11 I . - . . I 1-1 .I,",� - ,., , , "'�� � .�­�� I ` . . �- ,�� , �:- ,,,)W<, CA710k,4 �VALL . "L/ " P__-)Agl��, , ".541.4et S�/Za I ""il � . I "I -, SIIRINI�AGE OF (O.067.)- . . .. I � I ­ " . 11 � 1 �4"_;.. � -,�,-",.:�, I - �,,1 V4� . , . , , I I . . �1; .7,11111iAlmul . - I- "6 1� 1�1 . .1 . . . .. . , I . ,. --6 1- Lde�L��L�l j . .1 ,. " , , � Abo -__217 4=� ` -ACRIZ - - . � . .-. C:, _ , � �4 1�_ .". " I , - - .. I - ,_ A 14� - I I . I , . ,IF . - , I � ,- 4i4C) !&)O�A �1#44 AS - -----T 12. ALI- STRUCTURAL. l.UMBLR SHALI BE DOUGLAS FIR OF THE FOLLOWING . , � I , : I - :1, I I . - v �I _ ... �­ 1 .7 =nA.4-4. " c:q + -_ . I . I . I I ­ I _ 11 .,�....... , 1. 4?eycpl�l AM. Azz-j,,4.-0A,e4:/164cl . . . . I I I 1: - 11 . , - - I I 1) � .I I � � '' I ff, � J D �. ,".01',TAR �!IX SHALL BL CO.',POrED OF ONL PART PORTLAND C E'�-ENT . I I. . � - 7r>1_A.-)r= ' 11 , . . ­, ". �'_,_. . . I A.',,'D TI11'1E1_ I1AI1,TS SAND AND NOT LESS 711AN (1/4) PART ';OI\ NOI�E . I � ­ . - or2�1 - . . I I .0 ,.� � I .1 I " ,0Z=_/4#9 1 -I ___ -_0I - "4,i , , I �, " ?4' 1 _ - . � ,", I , - I . I I ., . . . . I I I I . .. .... I , I- . � T Ll.'11' PUTTY I � I I � ­ . 11 "O ", - . . ; I 1, . ,1. - - , - - - __ ". 15A"& StZC AA4C:) I I i I . ` (1/2) PAR Fu:1 TYPE "S" I ETA!', 1;ITH . . I %, .. '_�,,f�,�., , , _ . -.STUD, . ThA, . I I . : , , ". V. � 11 . � _x"�,�_V_�� il ... . I . ) I I . I I I I I . I �, ,, i"'. - _ I,. . I� -, .1, . . I . I I ,� , , - - - , - , I . TAI . I I ... .1 ,� I � ..,:.�, ,., " I . I "i"EDLALLE" SUCO,','E:, AI)L,L:). :;U...Ar SHALL 11: 1WO PSI �2 28 � I ., 1 � . . - 11 - 11 .,:�., � t 1 . . I !O - I ' �. ­ .,.,. I � : \� I . , I . . . I � . I - , �. , - - � , � . . � I . ,. " .. ., .%, . 11 MS . . . I �,_�� E I . LAYS 11,1.1,1.1.9 T�% . , ----- ,. ­ ­. I. � . � ..�. � �� � POSTS AND MULLIONS . . . . . . . I I ��� I Ic . c.0"I'm ,!.!- . - ' , ,,. .t' " . . : ,. , I I I - - . . .. ..e. .��.- ;F -- e,�-4­ . I I . . I * . : - 1-�, - 11, ,, - , - e , , . I , .� *1 . . . � � . I—� ,�)�, " , V-11111 I . LARGER )NO-1 150OF I � I -�0,7,_.--a�',k-,���-��V,�� _-2. ��, � ­ �s , ,o. ,�, . �. . I I �. ,�: �.! .-. , I I -V- " - , ,,r- - - -��- t.�-- 1�', _1 - , .I - . � � -ere .. - (2X6 AND � . 'COMBINAT[ON "24-F" INDUSTRIAI_ � ' I .. -5, -1 . . �".el _� . :, . 114- I I � . -_q , - I .� , . . �111 . . - -ft "I I . I - ') O' ON F PA iEINT TO 1 . GiUE-LAMINATED BEAKS SHALL BE � �- p, _ . , I t., I . 11,1i, � IIX SHALL ISE CO!',POSE, . ��_,�,,W� � , I I*f . . i4. (,I'01:.T t �_I­­ ­ I �� '_4 ".. :1 � i", r ." . 1 6, . .. ____I I , . '.. , , ". _ if ;.r . . . _� : '., '' �- ill� e . I 4W 1i V- T ­ �­ ., . . � . I � , ') Y . = . " I ^ ' - -14 - _T I .,. Wll ._1 I �, 'OT NORE THAN T11:,LE PARTS SAND AND NOT LESS TIIA,,' T'w,' PA � ' ,e " . . . I "� , , �,, N , " I . I . C) [To D HERE NOT EXPOSED AND ARCHITECTURAL APPEAR- - 1 :1 -�-, . , - - I I . � ­: I'�' �. . , . I . BEAMS (LESS THAN 4 ,IN WIDTH I* J� I . f­,� �' ! ­� _�, I -1�, , " : A I . _• "4 :1 , ,­,. I ., . � . � 11 l-,_ . � . I I - . T T I ;'; ­ .1 11 � -1_� �, � . - . .I I I . � . .­ 1. . -4 1� � "GROUT AID" ADDED F011, IIIG]i LII GI',OU.1 I HE . I , 11, ", ���_ , I , " I . .: '. .1. . I - I PLA GRAVEL WITil � . -,'III, . �. . 1 .� .1 . ; :-.;; I ...;, I .. . � 11 , -, , � � � I . I . .: . T�E RE T� roj� III(' . .. 1. " 1, z!-1. ..'L � - - 2 r-- . _v- .�I ,,,, I - . ILI , I - I I FT . . 'Ix- I—.� -- �, .i 11 . . " . I " I I . ,V- � 1. ., . ..1. I .. "I'' - . a 1, . \ (,7 - 0 5 va K,T I ONLY. SPECIAL INSTLUCTIO','S SEALL . 'QU1 11'r ,I �%V� . � : . . ., .,,. . I .. I .1 . , 'I - , . . " ... ." ,1�". TF-i T1__I1�1Fi#p1jt-_4jpj t . �,� _._,��_1zci­zsr_1^ I- , !�,,, , : - . , - . �� . . . I 'EXTERIOR GLUE SHALL BE USED S ARE EX- . '. ��- I � �, " ..", Ilov Vvo�fix L.L - - I . . � .. .1 � I - J4,12 . I . � , �1 I -1- I I 1, .� 1 ,� :. I , I - A . /71 /�*a vieR7 � . I . . . . I 'e.2:. � I I I . . . � �. . . I. � 1. I -,:tt-_ - "" ,�,;­ I I I � �11_ , , � �!��,� �� ,i,*,;t�, .­ . . . ...- . ., . I I .. . I � ��j j �� z . -�- . 1.7, 1 . - I . Et imc,L 0. . I P----- VVAI-L � . I , , : ., . T - . ,�t.f !�,-�� 1,�� � I . . . 11 I I I . .- I 1�1 I 1. -"-.3 -1 - .� - �­ _ �; - :'z;4, 'I " * I � .. I . . . . ­ !" .. � I . , . . � � . . . -A -, '�­__ IT -1 I . I . I . . I . ' '( ' . . . I I I . ��-� �%� �,,j_ .4 � I 1� - I . 4 . 1 5. PROVIDE CLYANOUT OPL.,'I'­; AT 11',OTk7(j:: 01' ALI. VTRTICALLY I - , , L% * i Z-Ai ._�- - I,I . " . . , � - . . p � �,:v "1�,7_, -, .,. I , . . �r � - . � - -1 A ! , . I . -T EXCLLDS (4-0"). . -1- , I R�;, 1p'. '�14� . I . I -41 . - GROUT Lli � 3. ALL STRUCTURAL GLUL-LAMINATED LUMBER SHALL BE INSPECTED � I ...�;, . ­­ ',-_At��Ir%�11��'! � � . 'q . � "' . ; . . , . I , . , , � . ­ .I I I I I . . 1�2 " . I . .. i . I Ar- It I I . I . 40 F�_,:9.,1 1:1 . .. . - -- I I � TION AGENCY AND . , *v . -.7,-.r,-,A, ,_ �___­ ., _17.1 w I � I I . . 1K_ �m 4 - . . I -- ": � 1� . , --i-a"CLIZ. -j� -- - . FRAMING NOTES . - . . I -'11, �,� - _ . . / ,_ ... , 0 � I - - :�Z­_--- , . I % . "� " , ,tt-'6'� 11 It" I, ,. 11M1v I _. . N- - . � ',IN I U." - (112") DEPART- - , -" . 11 ,�­ I W FIT, 1.4 � . z. &_ � . G SHALL HAVE A . I COVERAGE 01 P :1 Vos�� ,��..%k"!_�i,7,� I . I � - I . . . . . . � I I I I 7 IT, . - . I . - . . 24 _- ,.v . * , I. I . "I , 4 1, GROUT. MENI. . ��' ­ I I r t _1,1 I. I . 4t . � & -f. I : I ) I . I , . . I . . . - I , . .;I�, � I . b I . . . . 1. . I -�,,04�0�0-111 r j I . . . � . "' v .", . . . , I , 1. . . . I " & - * stw-g OLC:�N m*,y. .1 I I . FO - �, w,�-&"­,_",_1 . Ii. . I. . � .. � �� I . � I �, N . � - I I ­ �- ' ' . *42 w Sx0t21AA4 64 T ::::: . , . L ak 1w ,_ ��, I - " I �'mT:.",-- - 954>77040 0�w .1 # . . . ­ T ":D � im. "��,� ,, " , .1, , " I. I I . : i ! .� E GROUTED 1:1.;' (1") OF GROUT BF,I.'EE'; BOLT .11, ;� - .e : .- 1 4 - , . � . I . ----. A . - 4. ' EACH PIECE OF STRUCTURAL GLUE-L 11 . I... � . .-y,-_e _A'.ji� . 11 -I . � 1. 7 . In . , _ '�,� I LL ,_.� . , 'Q I ' '�' . � I .. ' '. I ­-, 1�1'- ., � " ,� ".: . . 1 =710- '-- -17- I- cz>jctcerjr 1:ASONhY. 't,1�] � uj lin � : . " " . _ . ..., . . 1. . , . E - . .1 . Dw� I �� I I- ,;!�� 'p - , � ., , - �I. _1 ,:, I I .1 .: I . I �__J,tl�l - 4C� CXAI-4. 14 E LL BE HOT-DIP GALVANIZED 11 I - 74t�,'k, --,�� �-I*-- �wl ... 0� o4,(_TEA?,s,4AT1= � - '. §,�7 ', .. , -1- - " , . . � . - I . I T : ., ,- jv� __ , .w , 1. I �Iljzt,'-,�N. -­� I . - I ��� .-- , jz�)195fnol_V�5 h-1A_Sxc=)oA4 R Y . � P CTS SHALL BE LACED I"' "LASONLY 1:ALLS UNLESS I � .. . I. � . .&_��Ik-11 �7%-,..I _7�;,�,,� I , . - - . I ,I I . r . .. 't F � I � . I �m ) I i "I i , " I . ��­ __`� .1 � - - . I :.. . I . . SPECIFICALLY OL DETAILED. . � , .-. _,� . . . • I ­." .7 1 1 � .. 0, � . � -, , ", . . . V-41*�, I I ..'� . .�, . . '-'-7-' E LAYEF#;ii� _5L a L.A " ­. , 0 . .. I �..,. � 11 ,I 11" . I ­- I " I , .� , I, , . STEPPED FOOTING s/li-.11 C�oj, - NKE_i__;;z_ I L 5. ; INDUSTRIAL APPEARANCE LAMINATED BEAMS MAY BE GROUP WRAPPED, I 1#. I � I � 2 S E E ' . .14 � * . I I .. 9. ALL VE1',TICAL REINFORCING IT NASONLY WALLS NOT RETAINING , .".1., I - . lk , I I �t I I . . . . . N I ;_ 'i'i 'i � .. 1�� " . . , R -44-0. -=. I., - I ­ - I - I -_ - - _ � . I . " - 'i 11 L .. . . v , , * ': _1 1. � I I - . . , I I 1�:- I . . I ,___­.___ ____­______­_ - . � I I�..,._:r, - . I . I I I �. I I I i I '; THE CENTER OF TEE 1.'ALL. . 1 I I . . I � 1. '11 r, , , - I 'A ... ': 1. . as/<:�w�,j ,4s . EARTHSIIALL BE LOCATED 1, I I I I 4.(-, , - .. U I.,z;V I - `_- -c , � I . . G- ,-Ae> oaopffl&�5#_ . .1 - � - , ..! . - I . . . I r I , - � ­ . 4 A, - , -_ ..�� . 4 1, , � I .- M. -- - . ;.., I -A.-.64.1 On-1 o� - � I - . . 1. � _ ­��'*7 ;!j$t�, . , . r 0 1 ". � . ,� . � I � . ;W&ZOUIR00, S&.,-- A&ZH'L. -- � 4. EACH SHEET OF PL . . I . V - ��'. t',�.-MIM5N., .. . " � *4 I. ,� i I . � .1 �4 . , _- - . i n - .�T,'.,,,�"_ - ` . " F, .11", ,� j,.� ,�, .111, I�i.�. �, .I I iA�.�"., �,- �, �,,I�� - ZA '. , I W - 11 I 11, I . . � . . CI DING ERECTION. .� -1,_ -_f, . -,- 1 I _�, . qk 'I., :, .' ' ': . . , .1 .. 9:­WAW/A��_S- HORIZ. REINF. SL MUM � N � I . . * 9 -jt_, , . " .�,�_ � � � 10. RFINFORCI' C SIIALL BE SECURELY !iEL:, AND (,RACE.) :N PLACE TG . . - �: " I _'*1 . z I . �� , " I k�" --',- , . z I . �-� �-, 4 " . . F A '; � � - 7 1 6 1 I- - . _'. . . . I'll .r . . __ -- t . � ,�_��,,k&� . . 'T WHILE PLACING MASONRY. . I I ­_ '. , " � .1-.11 112 m I . ...� . . I 11 . . � I � I . I ��11 14AY4-- I PREVENT MOVEI'IEN � I I 1-1 - . . el -1 . .1 �, , . I I I � I I � � � .# 1 10,_", ,� � , ��Rr -o_ ,i;i&_-N ;� .. .,* _ I . -,)n 601 - .. .111, I .. �. '_wz_­7�1.� -,'�71;1 1 CL I I ,u , I ,. . . .. . , . --2 'i 1�-rLX_-_ I C-P(/,::::>-c- 1 7. THE LAMINATED BEAMS SHALL BE FURNISED AND DETAILED BY A -p� I -., _'t. . ,--, I . -11 ­ � . � .,_�% C L .,.:i.-��-/ "'2' !�,S?�*e,3, - I , - -,, . , � cr ' ' I � , . . /I G " PLYWOOD SHALL BE . I-,, . _,.__ � -- ,,� �� - - I � k , 7" . . I _\ CO. REINFORCING STEEL AND SOLID GROUT ALL I , � - ., ,�, 1.1�1', I . � , ,wu 1_�,, 0 . . 1�4-.' - " ,,�� u -� � . . 1. ,..� � , � - . E I ..i � ,�. "" . I �,''' - . . _ I I �?' 1� . 1, I I I I ft�` 5&7z-. I , � . � , I / ,�2 . t­-LA77e �14,17.1-411,211c,6 I . 01' I.:ALL BELOI,' FLOOR SLAT' ON RETAINING . . �s,�%­g;�,Q I W , III` -�v � , . � . I ' . 11 . 1,11- , .� I a . � lljl�,\ . I -A. 11 I .- . - � I ,� ".,111't::-. ­­ I . � '� , . I =� I , •�� . . I,: I . . .I I ..� I _� - - I e)41 I I . I �I � " LL 4 It : ­ . . k:)"A-&�, (,a 4%!>,1 o. c 'T .�I xj . I I . ,F4 -CEPT AS NOTED OTEE-l-'ISE 01' PLA" 1HE fABRICATO D VED � 'a \s � j�'��, - . . ,4TI1, TYPICAL, " 8. . . . 1. "1'�'! .� 14b I .. . - - -_ (h . I . �,�! %, ,?, rb � ,`� . ; I I IL I . 4 , : . . ,- -, 1-1 - I I I 1, , , --( s I 1, \�, . . . . 1 11 . . " PLYWOOD SHALL BE 010 PLYWOOD NAILS I 11 , uj N ' I I,, . � jv ," �� . . � ; . 1. �t *J_L, ,s,v r. 4.-UA -------------- _� �_�� -a 11 E " FLATHEAD, 10d ... I I- . I . I . f ,.., "Ill-' � Ir. r, �f I 11 . . .. . lo I ) . I I .. . . , . ." , a : I ,' I .1 . . .'I I � . . . . H .-If, - ... 1 -1 ... . I . " , L rleElAe� I Itl 'I . . e .- . Ns , , iL 41 c . . z a ­­ I �, - I. . I .i 1. I �� '011 . ­­_ -A � - I . I ;e Iiiii ., .�, . 0 �. . I I It , I , 1� - , . . . I . I EENT AND TO THE STRUCTURAL ENGINEER FOR- I 11 . - L_ I 0 . I I I I I ��� , . I . . r * I " 10 I.11 . . , � �. I 'r- 4 1 1 _0 . .. . O R I I I I . � , 't 2 .1 ., 0 4 , _j 10 � . -a'. . ..Jj ., , I, . I . . . , : I I 'd - .a , __� -5 - I . I , o I ,, . �. I I - - a --e 45-Ir _jc�)= . 1 7. PROVIDE EDGE NAILING OVER ALL WALLS, BEAMS, LEDGER AND . . . . .. . . � . I . . . ,e>1A A . . . I .0' , �. < I� I . . , T=7 T 11 _4111T�I;It-�7-I'll W1114�ilv 4 71111''] ...�...... . . 1 . STRUCTURAL' STELL SHALL CONFORM 1.0 A.S.T.M. A-36 SPECIFICA- . I . . -,. ,, , . , I ;,I �, I T. . . . ,7 � � I 0 1 .� ,I - 1I I A I =4 I z . . . .. :.6 1 '. ,. 1: . . . , . . I .". , I I 1. 71��,t I�, �,_�i 1--3= ,:�-,p ,_I /�-v� jl�,-S e�,A#.� A�4C> -"%"A L LEK P. . I I .S.C. SPECIFICATIONS FOR FABRICATION E DOUGLAS FIR, 16% IJAX I MW � I - -1 . �. N 11 I'm � I . � I , I C:) - ,!�S�� Fz,:�Dp�e ,w7,:D d:44� A.;4=) L-ARCaEA? I . - .. . .2y 9;pi,�__I.Q.,L_ _e-�� ��L1fzg:) - � ICONTENT. _t I 1 8. 'THE BUILDING DEPARTMENT `SHALL BE NOTIFIED FOR RUOF DIA- � . . . ,�'. - I I . . . I • I I I . ". . .m ,, I �I . . . . . I 1 ,'2 x P;;'4_A 74-:: W/7)4 �� 7V4j-SA___T I . I I . . . . . . �I I ' .I . . . I I I.. , �,. 11 �_:� "'. . I. I . . . I . I I ":_ . I '.1 - I I .q., I . I . . I . . ­ I . . �� - I - . ­ 11 . . . I . . . . I .,.�: ­ I 11 (oxe,Ei k ., .'�' . _ . ?:;w-4 0-j:x,-2t,40-,4a- -1 1�-k:l_uc%-_-e; " . 2. . ALL BOLTS SHALL CONFORM TO A.S.T.M. A-307 FOR UNFINISHED I . . . ,: , � . . , 1'.. ,-I*C�/S,:_- ) 0 4.t,",::>.C. AS ,,�,dA 4(.�A,.�rU.k�Ek';' 84- = �24-"A_41��. /k� /Vl e0Aiky I I I . -1 . . .. . . I I . � i . .. 11 I . . . . I I �_ ­� I ? (!) 0 . 1 . . I . I 1.� I I " . , I �.. : ; . .. ,. . . . I '. � .'r�7-!-_ j,5',4_4/A./. /,�� 4=. 1 BOLTS WHICH SHALL CO .. . I .. I . . � 11 . I. , I .1 , �. I . . � ; , � � /AW MA � . I. I I I � . 1 a'--'w 1/ EE I. � ' T X;WT ,WA.�.4S&'r��=AS7�-=k-�IA44::�-F 'e; :m : . I .� � I I . : , 1, , I 1 . - . . . __ .4.c::) C:)/A�.4. . . ' I . I � ., I �. : . I :1 - - c . ... � I 1� .1.1�,�,.,4 1 , . 1 _- . � I � .. . V0 0< AP',1-'90V ff---->e50 U,4 A-) tc::� rp/-A.o�-1 1,44 4cd=3IAjc. \ \% � .. I LL BE DONE BY A CERTIFIED WELDER AND CON- *� . . I I � . . . I �. . I I . . . I I - I � .., 1 . � ,�, . � - i� . . I I . . A - ,�', I . - 0 O BEARING ON ALL. JOISTS IN JOIST HANGERS IF � I .1 . . . . I I . . I 1� - . - . . I I 11 1. I � . . . � . ... , . I . . �. \ �.' . " . . EXCESSIVE E ' I . �. . . . . . . .- . . , . . I I � ,.�� , . � . I . � ,. . . .1 I . .1 �. CONSULTANT . I .. . I 1. I. I .11 I � , .11 I 1, . . _�'- . . . ..... I NOWBEARING WALL 3 I. CONCRETE ' .- . . 1 I . � .. . � I ; '. I . ., , . ­ I .1 . . I . . All � IELU WELDING SHALL BE SPECIAL INSPECTED IN ACCORDANCE I . I I I" � 11 0 . I � . . K. S. t1Vt%IG � . . 1, --7-,- . . 1 117-� � 1*1 : I , I � � I , ,� \ - -- " THICK STRUCTURAL PLO . I - , . I - , I " . \-\\-\ -\-\\-\IN 11 . ALL 1/2" AND 5/8 . ,. . �� ,� Eaginew, INC. " I ", , . I . � . .. , " . I - 1 . - ALL CONCRETE SHALL CONFORM TO THE LATEST EDITION OF THE I Stnictural ., . � I I . I . . I - . I , ` . I . ". ... . I /_ X N I . 11 � 1375 ARCMISALD AVE., SUM 209 11 ,�/�\, �", I I I 11 �.� . . I I I . UNIFORM � . I . I I.,� � I I . 1 0,2 \�, L . I . I I I . . ,RAW-W CUCAMOWPA, CA VIM �I W .­ . . I C, � , I ,LAe AA.)4::) c*-),iwf S e-r si TIRI;ajlll�C13R 7/m . 12. A D BEAM CAMBERS INDICATED ON PLANS SHALL BE � . .. . I I I . . � " I 11 � . I \\\\ I - 1� % . SUPPORTS, "UNLESS NOTED OTHERWISE WITH O" CAMBER AT I . I I . ,��, ,.:., (734) VW27" - �� I . I O . 50) . TYPE I OR 11 , . � . 1� I. . - I" � 11 I . . I � . 4 1 1 1 1 . I I ,I . . I I ­ , - . , \,.� 102 . EL . ; I ".� . ", . . . I , . , __ - I . . I. (,�� ' .. .� - E E E I . 1111r�,"Ir.- -� jl:,�,71 . .. - p' ' " \ . I . .1 I. . .; . I . I 1. I . \\ ", '%� OOR TRUSSES FABRICATOR S . TU T T H . . . .. . � I ���� __ - 11 11� I � I .- : - ,1� . I � i ­ I I ­ _ . . 1�1. . I .. I . I � ('� .• . . . . 11 � ' . . . . -7 - 1' \11 ,\\ 11,\ REINF. BEND & LAP R .� . / _ I . . I \\ -\\ 8 . - I . . � APPROVED I ...�. . .. �12) 11 I we . ... . � " I , , I., . . I . - � - - I .. �, ­ , -0 " ' . . .1�. .1' . _7� \ ' 11 4. LIGHIWLIGHT CONCRETE AGGREGATE SHALL CONFORM TO A. I I . . . I . I . . I 1: I I .. - -1 - �.�11 I I � : , . I 1. - . m . I . . ., I"I'IN ` , 1:' ,,, 1 7. ALL STEEL PIPE SHALL CONFORM TO A.S.T.M. A-53 GRikDE B AND XD I I . I . . ..�, " I 0 �_�-_w,41 P--�,f, ,Aqk= �--� 004 1 z . . . t4o,r!* - *D 'vvjnL_0/r1kr7 Rcc 41 , E . . , . e --- . . . ,� ., . - ,". . - \* _t . I . � .. . . � I . I � . � . . . 1 T - ,, . F6*1=;1(JK `-7--�-A,C> 0*-' Cq_ A?A,L�)E hkJ A-e_=C_r4A.jC:v_J4_� ��!F:r_7nO�_J�f-_ 1 I I 'I I. - � I I I . 11 �� I . � . � . . . � . . I I . . . I . I . 1 . . I ­ I I . . 11 ! � I 11 I'?- . 'mac Akli Li t-el --._;�_411�,L.�_ �44�!? ,I \ If V/clo . 1. . � � . . I � .I. � .. . TO 140T MORE THAN THREE OF SAND. In- I ., *2� t2:,i-4,_-)VjA4 A&:>0va . 1:2­/Z:2Z-�5 C�= /'-Z-- r _�j L-A - ,____e_ft CWAJ-v!:*s - B "I, . ... I 1. .. . . .1 . � . � I .1 �: .. .4 , � �, . . . 11 . - I I . .. . . I . . .. . * . . . . .1 I ,11,�, � - k, , . I I .1. .. . 1. . I .1 I . I ! I , ' I , .,, : 1:5M AT CO 6.UM,Q ,L,'AAZ-�:­, A,�-Jc;) �b 0�In"L---)- C. ,tA.WAV,o-4A i I • ­ ,`_� L_CwN�T" . . .. A I .1 I I �, 1� 7 - 1, I . � . . ,: ... �. ,i � . I . . . . , � . I. . I I .I ; I . . .. 1 6. ANCHOR BOI-TS, DOWEIS, INSERTS ETC. SHALL BE 'SECURELY TIED - ---- .. I I . . I 1. , � I . . I - -- _/C)4 ,�)" F--UP- ! i I .,. . I . . ­. I . . . ­ I . �I � . I I.C-5t5 ,-_'77A4,!im.RV.41_15C- 1407C-_L_?. L.'_X�AT A t se I I I I � . ,: . . . . . I , I I I - I 11 . '... - . I .. . .. 1. :.,� 11 UA/ __ I I .p'-k-4st-jo � � I 1. . . .. . I . I . I � ... � I., I I . . .I , - . -:'5o4 :7 -7L.1.� Ao��kv,TZ-crAIQ4_) . i I I . . .�. I I ­ . �� I . .,., . I �1: . . . I - . RING CONCRETE. I . � , . �I I *,1, I JowrT - .4i-L Z>�t Aee,,eov!:�rD At Y / i � ! I � ." I ". . . I . I . � . . � I _ I I. . I I I . � I . . . .. � " . . . -1, . I. 1, I " , I I �.. I � . � . I I � . . I • . . .. :!,�.. �. ,�- I . . . . I I . � 1, �I �, . .. . . . ..� . . I .� .� pl. . I 1. I � . . �. 0T,qUr_TL4,?A4_ ,6A4C4)A-JEa.-R et,�C�v4a t��,-JWIAJ, w. I I -A -A,rE-:--_.� \ 1 1 . ., I - . � � _. I . I . I .j I - . APPROVED . ;, � �. -�, ,: , � , F'saFri . � . ... I ., . . .­ � ... - WE 10 ., , .1 � .11 .,L �. .. - - - ;" JAZZ " ; I ' ' ` " ' � ' . * I �1.1 * I: � . . I �- , " I - 7. CONCRETE SHALL B E CONTINUOUSLY I - i , - , , - I. � . .. . � . . - I . .1 � . � . .. FOUNDATION '. . � . I . - . � I� .I .. . I . . \ I 1, .. � . I* , . I I • . I I "I. \ I I I . I . - I . I ;_� .I .. I I I I \ , � . . . I .. , � '. , ,x I I. - il I , � . ! I 11 .11 , , . .11 � I 11 11 - . . � ���,_,. .. . '.,. :, ., -�­� � --- --- - � - . I ­ I --- __ -THE CHARACTER OF SOIL IS FINE SILTY SAND, THE k . I I I 11- , ',.I I . 'VOURING PATTERN 1 4 ! � I . . DESIGN SOIL BEARING . NG .. . % . . I . .1 , . � - ��, I ' � . -. , i'".., , " _ . _� ­­ __-, 1�_ - - - � . I mmwdwwm� wmmm I . I VALUE IS 1,250 PSF MAXI". •- % � I I . , I I E ,, I � . . - _ , . .. . � I _. : I kt- 7,:-- Ii:>�' t­Z,4,=7124R,Vi�5 - I I .I 1. . - . . . , . . . 1� 41��_��N_ A- I I . 0 m�; , .. I - . . . .. . I . .I.. . I - . I I .I 41.� I I . ,!M., ." . . i I. I yt�"c-)e_c?`1 -34 V-�%:Q T- /�-�-4:7) ,.I'D ",-.:�u#.!-:-> .R - 11�---\T - � -42-1 " - T-r- I . I I I I .I I S, PITS, ETC. .1 . . . . . . . I . . , �, � 1.�;', ,: I , . I I - ____ . . . I I . � . . . L ­ I � I I � t , 'ALL FOUNDATION SHALL BE AT LEAST ,18 INCHES BELOW T44E LOWER . :- . I . _ - I . A,-Tat-? Ft3u)q Fl,"' Il- �4�7,4 ,:4ok,ajT,2& -�.IA*-Y'S �, -,-- - I . ,12 A 4 A=i-A T dg_A��K k , 1 2. , � I .. L 11 '­ I i, . I. . 71��,\� �" - - _ J .,t,611 . I � . I , S=7rak Pnx-1/w . T I . . . ,:::� Ir -t- --S . 11, �, I .. . . I.A. � -1 1 . LAB, WHICHEVER IS THE LOWEST. 11 . . I I I ". I . .1k / .4c. i�V/,2-i6p, 0 M/ 4A7& �/ . I � . 1. � 9. .SEE ARCHITECTURAL DRAWNGS FOR LOCATION OF EXPANSION . I I I . 11 �,. * I ,. L. I . I _zh:�il . � I 1, I V. ,, L I I- .11 . .L I . . JOINTS., SCORING, ETC. FOR CONCRETE WALKS AND SLABS. ,• ,40 DATE BY REVISION REMARKS _._�_ I .1. I 11 .."'i �, . 1. ,. . -4 1 1 �1�- .." - 1.* . I I veA.JfeX M " k,=- YC-C�p Kj:_-;t_C7 75 i I 1 3. ALL FILL SHALL BE COMPACTED. A RELATIVE COMPACTION OF AT LEAST . . I I ., I I L . I .. I- I �, . . � i . LL . "'j. . . Y.,a .� I I . 09 "a�./,C_-X 'x:w-MEE,* I . I . . - 11 I I . , I I _ I " . 1� ,� � : " - .. L . I � , � I R CM 'A . - I . I . I I .." I I �:-- 1... . . L . I _,:�111111 �, I � �I . I i .. 11 I I 'I----- . I. . I . I I . L . I . I I I . . I � I . . I . � . . .,:.. ' - - 11W-1�_I r_r j_A4E=_L_CD ��� ��,��: I I . - le BA I � � . 90% CONFORMING TO A.S.T.M. D-1557-70. , I � .7. . Is . . m' ) _ x_l=r- I .. E . _ . � , -1 .. L .. * I . . 'LL' v - .1-.1 I ". -6 IQ do ,� 4 d. I I I I " SURFACE UNTIL,THAT SURFACE I . ,a 4 AV 14 . . � - �- ' . . . ' i . 45E�141.4=1�5 7_c:� A5ft _412-,.�-1i T- ,=)/-f__4A M15 J" IC.^d(7'Yr,) . IHAS BEEN INSPECTED AND APPROVED BY THE SOIL ENGINEER. ' �- . FOUNDATIONS----- o . . L'� I . . . , . 'M;;g 11 rrl I 19!I*,S,. I F-I!F:7T 977-F- 71F F7 11 t 1, ,a,:7E�li - I . I . I I 2,000 PSI . 7; I � I - _ F,1-1 AT- L.,e_6AS r, 19 EA.ev401 . L L L2.000 PSI I L �N�ae-4 . C-*-. . . I .1 . SHALL $EINSPECTEDAND APPROV . SLAB ON GRADE--------r--------------I I . I L . 6� '. . I. 1 1, .: 1 . . I . . . 1 . . I L- ` . . . . .. " . . I . L I ­ I , I I . .0 S-rA-C7 d M==> .. .. - -_ ?I - ,11'� . 11 I 1 %.7 I . STRUCTURAL ENGINEER BEFORE . I I . . 1. '; . I L .. I .. � . �� I. � . .. L,if, - -A-�L/C:7 4f:)i-� Q-4 1 I . L . . . . N . � I .1 I ' I I I . I I . I . I � ^ I W.. 11 ;_ �, :, ck�T11<0�_--jo i2-;�2A�S7 1 -- .. I � %L ___ ___ jEFA.'&A;;1_-,"1_5Q . I . I . I .. . I . . .. . . - � . I . 1 I . . 1. . I -F-S � CE . ,raco,�a"(&,74-,��. , A-1 7 - - .- , roEA4&_RAL �-JO7 1 . I I . . I POURING OF CONCRETE . . . . I . - AL L. C014LRETE SHALL BE STONE WEIGHT CONCRETE EXCEPT AS ., I ­ .. � I .. ,1 ., I " . 1 . . I __ . .1 L . . . . I - .. I - I . 11. I � . . "­ I . .. C:../- / --- I I L . . 1. . . 1:". . I� . . 1. I I . 11 . . . . El , I , . - I I . . I I I - . . p- - . 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I �rl � I . I . I �. r . . . I I I I . . - . . , I . - � _. I . - - - .1 -.--.- __ � - -- - ­­--- - __ " , ..I- I I . I �. ., I I I L I i I 11 , I I ;1 � � � 4 1 F I j ; -�, ; 4 . . , � � I : 11 � I 11 , i I i I i � : � , , I I � : i i . : I I � 0 , -11 4 .1 I I I - I . , , i I i � 4 , I I I __ , , , , , '-' . , ____:-� ' -c:'" ' , , 01' 11� -1-y "II-4P, - - " , t r ".. "' " _ " " I � ' - ;., , , 77_ _ . I , 4L f- _ _. I-,- , :. � � "'k, � � � � ti, - - - - - . ,_ - - -1 I , � � , _� 4 . z 1 ` -7, 1 -0 i I ;--," _�,�,,,_ (_ e " ?, - I � : � • � ., .1 ­�� I I .1 . I . . .. I.. . I . - , .. . I . 1 . .- L . . .. . - ' L 11 . . I .. I . ____ . , ­ L . :41 .. I 1, . "L : �. J I " "'' ' ' i ­ ,� 11 .­�--, - �, � 1, . .. " . �, - ., I � I. .. . . . I- . I ., . .. � . . . . L . . . . '41�1 I - � I., - �; . I . . I�, ." ..� . L - I . I I I I . I I '. .. ­ ,I . ._ -I,,".::. .�, - - , .� .. . . I . JOB NO . . ,". .. ,-, , _ �I. 11 . 11 .1. SLAB JOINTS - I I i r, REINF-o WELDING . - - () , ' ',''NON-*BEARING WALL : .. 10 I " I - " ,�L . . I , SCALE A.10&18 - - I I . I ., ­ - 11 5 , - - , , . . . ". �.. I I., L I ­ � - �� - - . - , I I. , I .- .11 ­ I - ­ - __ __ I .. I- - . .�. . ­­ 1, . ­ ,- � - - ___ - . . _ . I . , '. ; � - � . . - - - - -- - - 11 I I I . , " I I . . � .. . . �, L I 1615-0/ 215 : I . � 1 . ­ ,, • . 1 I . I , � ". ' L , ' . I I � . I I . L I 1 . I ! L ";�,!, I . I '.� � 'w , .. L I , 1, I I ,�;�l o-, � I - - , ' ,�,;'' ";"-"I."'­�"'�`�"�­"'�, ­ 'L � I . I I . . I . .. 1, �, .. � I ',L '' 'L ...... . _ _ " " ­­�. r _A i , L .,. , . . - . ,r'� 11 .. , � .w . . I . , . L I I . ,, � ,,, �,, � �, ,-b., .. . r '... ;­ .1 I ' . - � , � . I .. � . I . I I. . , ,, .od ,,, I 4 ..... " _ ., . . ..�I . . ,,,, 1. w-'--, � llk_ .. 11 ;*. " .-'�- -,,* "'I , , . I I I � .� . ". 1, . ...1?-�2*, ­',t� "'I, - � , , . . I I I � 4� � I W&vm, '.-*,,;.� �,,"'v d-v-7, ". ,� � _ 06, VERT j ao cc#.JC. eLocK WALL < - CN) Two 4//2'x as/i°Z"x l/4'� COL. • /T/ /G'',c Ilo''C171•�. 04.;K. CoeL.. 0G 00*VF-L_lS JP rOP is O ION NOTES DOTT'OM 00*V °L.C.O INTO r /��N THE POMMATION E=VATIOi1S LA 17-AMCL` LVAL L 12 a-O I PRIOR TO POURING C0�' d ONgT. JO/lVT'S �� 1 Gx/eT/ti./G GANG• Prr'C k AAJO ` fE ZILSPECTED aY THE nUILDIIIG 'DEPARTMENT hISPECTOB. Q , *VA L L.- ('M/N& E MIbEDMG/V T 1 __ lO�O . 2: $E£ ARCHITECTURAL pjylNIDiGS FOA ALL SITE WORK. , .., 4„ i ,• , 8 .a phi-�LrrcE Q + wMr r SLOPE, .'FLOOR DRAINSt VC. �.. N 34 E,/► YOR PRI INTERIOR FLOOR SLAn ARCHITECTURAL MAWINGS Olt TO POURINGSLAB. 4 � w . . arse MMD CORK -AALL CONFORM ELECTRICAL AND QTHFR '8'�lA�i. _�;1-i.- . „..i r_�~_ 1 /CONK /8a COI�1C• � :. . �C rl9L°I►til "// I STEP F04T IiGS AS UQUIRED AS Ea D£TAiL. - •`'`. 2-0& COAJT• r �d VRONIDE ZyTE11I0R SLAB C014TSGL JOINTS AS"PEE DETAIL- (E� taut. rT`C3. / iPOVrA� 4" N4cy_e rA/RL/ fib. W MOOD QR STEEL.$'TAt= SHALL PERMITTED IN FOOTINGS. F. a4°o.cn-Ae G w_ SEE G $0 1 FOUNDATION FORMING OF MWINSs SEE DRTAIL, TING a - .;. (N) COL TO FOO Z rf PILASTER TO FOOTING J r t.. ..n,K tl. VLA mdd d 8r GONC. ,OL OCK lNAL,L CE) CONC. BLOCK WALL O , r� CON ,bLW- C. OCP/LASrER IG — ,AJOA!- OEA4/A.J0.) ''ll4 -*5 VEAL T. h: 43"x Ido" CC l0kJC- �5LOCK �je2-+w4 VIEF?T / % ;'. } —` _ _ f `tel � � j + � �ee�cAiP'�� K .�+^ a5,•. . mow * I 4 t - /i ,00`VELS, 9AlV1E 5/Z& i NQ 5/cAC1k1Cv A5 CN)WALL - • • i �HOR/Z• RE/ ^ I p ' c+� y. y.�,L„ s'• �`y"` '•.•t'.•w, .c`w 'x'r rlC SWa i .,...,.n..q.. .a...._ �._.. CORE rOR/L L. 3/.f NOL..E I I , '� :% ./ / ,' s '' ,. ,/ ,. ", - 1 "',"• .�^.3•�x1 1►a'•",-r�C r�'1ti�rL M`rc..�' •��'s'^=„��,Ir Sw'�tas plod�rs,.uc�.m. ` w/�/.�►��c.,d llvG��crR�. IdL�G K � _----- - _ -"_'- -- .,... ... ....... ........-. t 4.•t -'ti at:' .r•.:-,' r- fi''S;:ti. T`., 1 "�.7f^..�.-,^..«.� '�'1 i.'�,.m.�h,:';;,, •5” W:.TyC SFtY Y w �..,wG C T, T SEE Cat... M/V j / /� /�• - _ _ _ _ f A • 1 c0luGP Ow3-�D .OCK WALLtN CODIC i j r I . . a � it Y � �t 1 '•I :.7�. y ` K ZA•iUA7 1 / , � V i - - ;.i"1.1+, �y�w'a,".tR:Y• y.df!}�: t. ?, '+c., ♦:',wy�°s: - •� f � _-�---- •--_--••}-- O r���`�" ' , � �•.. Y .dist wn CY uj Y PIER �,�' (N) WALL TO (E) WALL / � /=� 5 j � MASONAR 3 -44;r - - - l ` , n ti,•r tis "4rylyl �y 'S"h,,,,#,m'°y.�`•`yr':,,'yst�1°'tt,' '#t^* e•�"��i,,. �:t' �i .pr' 70,14 cckA /• NQ d K/ 7� - �SrNcs CO C, $LIC, KlAl_L / 4 _ - - -- - - .=� r�= - - " . f •, ;� ^-"— Q K pA R CA rAZAO (( VE.f?T 4P $2 "a C Gr40uT JNx � W � � '' fl{V �—__.t4►'4 DC]�{'�/E[.. lQ"�.�,rL�EJ►.774EJ�►L7 � - _.�� r ,,�. ',�1' ,�i► W �I %% ?• ',tom • a 3 "IlIO` /X/CR EA, RCJD w V QW.4 E PLOG �' �t NEK/ lit " r �a'�" Cso C 7"' fi'C7p iJ ru - ' C ld e CR085-ftlllLL OtQC. S7-A/A?'6 OVER 2 SA/�/C /L Z FTG. y0}VD Co tiIQL. tA, TA ?P/QCOdF CON .TANT. t ,-. "}�, a _ _ FDofT/SIG SNA•L.L bE AT y G J-/ Mb�MP.�RAN EL&VAT/OIV AS -w Srerd++�• C9069 WALL, STEL p'7''G• td- M (`I � 1 ass�,cc+twuD AVE" SuM 209 A5 PE.I? oar, 2 4 ��fir,,CA�>730 U 3 I (t r4) 9W3744 APPF ANM 'CONCRETE STAIRS /�zrp/=�' RETAINING WALL 1 4 r COII�JC, �3LAb w�G f " GCA�(C. BLOCK: WALL. ``// •¢ !�//,4 x W/,4 E.W.WrA,'CTYP) 4 5 wM V .Q r do 52" GOUT o.C• RAL-L j I - CBL.Lg 4604-htO C? RL!TA ,l/A-J4a t *4 G�iMELs 8 �►4d O,c. E�•RT'H mom-r/�J IrTYP) Cy-yiQ) MAX. RAMP NT, 4d_/moo' 'r.. DATE BY RE1/1SION REMARKS tL I j / HT' •I�4.42 iV!�l/. RANfp P T U. S/-,tA.L..L esE �.dvc1L�,,4Ev TG7/0 `•_ _/d' Tf•di8 J�'0/�l/T C� T7� /l�►�G,1�4d+�l�y , MAWN l/cJo • . ::. DATE 8 _2 OUNDATIO} . N LAN s WALL AT RAMP w . N • •. �ETAINI G • .: .,_ ,:. .. '. .x ,. .. -,•rns+l6wC.Yw.ee:._ •.,_;.w• ♦ .a . ':uiwn,.ar. _. .'..r:A.�:. .,. i*.. . , :yF.LMI{OIWi:IP'-.'i�".fM�,li.".JriMn:. "{M:v:p ., l., . .. ,.'..w....• . ..... .-....._ - top /2" /2" /2" G" NEi'V FSC/5T/NG'r E --- r S E ---�--- A OiO/T/ON blllL.p/ti/G I I �'�¢• �, 4DSTEEL 'FXPOSED -'t0-WEA1'M •SHAIIJ St"NO?-MP 'CHAT+ir . /902 CUL A5. AFTER FABRICATION. z °' O GROu7" ALL- CA,( 1-"3 40 L-/NTLL 1 i 100FSRUS5 FABRICATOR SHALL SUBMIT F_R. ArNLAYOUT, DETAILS MIo�30A/" PAT 2S Cts .I8"O Cr f AND CALCULATIONS OF THE PROPOSED SYSTEM TO THE STRUCTURAL �N j .ENGINEER FOR REVIEW, AND TO THE BUILDING DEPARTMM FOR APPROVAL, PRIOR ' TO THE FABRICATION. THE FwaNG LAYOUT, DETAILS, AND CALCULATIONS SHALL BE SIGNED BY A fA41FQ1lNIA { - g 7-YP• rlI 2 G I REGIS? CIVIL OR STRUCTURAL TRAL $NGINEER.=` - 3. FOR GOOF TRUSS DESIGN ROOF DEAD x,10 , - 4id/W Ll.,DQCI� �/4" ASOL75�24"O.C. , AD $' PSF LIVB � ¢ 1 /"DRYoi1GK --- '. LOAD IS ,AZO-i'SF. • . ,' :, , '` . ' • /7— *'i -L V `." •.... .:r, �__.--- -G-_=U� -R loxGrr". lx/'-2 " Tkl./4'-b" �� B.• _Fol TOP PLATES SPLICE, SEE DETAIL /�//2-',�4"I� �G1C.7`S r " SFECLFIED GTN ROOF FRA"RNG PLAN. j /&-v &AENL y r " i;. ,� i L ?b bBAA"/ 2- /4 0L 11 1S. ALL SAtUCTURAL PLYWOOD SHALL.CONFORM TO (PS-144) AND SHALL 2)t fi C.J. P/4o 0 C. /O DDL7V T'D - 17Y �11 SE IDEXTIFIED WITH A A.P.A, TRADII�IAFtX.I f AZ WALL.. .4xbLs r- PSQUARELYWOOD�,.� 6. SMA/NOCK # d i; 2-O r3 VERT. -\-�o bL.'K MALL MINIMUM OF 'FEET SAND SHALL EaETTOOA(3)CBEARINGONTAIN AMIND" 14TH,F,AICWSRIAIN T/ON5 VERT. ou r ALJ- CELLS .`' PENDICULAR 1'0 SUi►POSZ'ING I ?�5. r W F PI►O:'1L;: �.:a:£ I:AILIWG Ui':�: '� " ."jA'S1p �•�+x•+ti. '�Di:J ;.AROUND A" OPENUG& ROOF FRAMING - i "� BEAM TO WALL 2 ! 5.. THE BUILDING DEPARTMENT SHAD, BE •NOTIFIED � WOF A �� � DIAPHRAGM ItA UNG INSPECTION. � + heif--r&/F' C��=O.G, 4!77J/ Ca 04"04- 0.' .. !i: •FOR SIZE /A+N�D LOCATION OF AOQF•;DP'lm' l 'SIr� ,a ��-1 /� A� �IM"!M ., r" ♦ ? "5//�!/ •/"lel/. .G, - Cx4- R--4- a bl//�-le od,< Q t)e-^ � K �J T . l 'T" .4x8 + b - 7 5 7=KALI.-, -- _ 4x/off Frxr�"/3- MQ cp (� ,Q Vi L. ."o.c �x+Cr R�°+/z7�r � 71 I T./Q/•,rL'''Q r I � ./` 4..... ~�1,.y,,��.FY s" (�•d.� rc.�".3.�lry• MAS G: / 4 1t�R / E - a . • Lac`-'T � -- - I �l - - - � 4x LEO ER , ` I "y ` 75 � A , 715.14'--!?l" 7 irrt t s> BEAM TO WALL ROOF FRAMING ( � V .. - ! •iT Oi 4r/r ` f � � yrs.-.M 17.ia`i,�'�y^Y�'I' ..`,� s .l� '/ •'�`�'° " '.• r ZN 'T'•\!'.0 I i - ` 'a';,,,�, � yy'4•,y`.a'�s:w`,..' 'a,' '�.`S'-'C > BGC /GG.K K11... i - -/"C=O4 cn-.r:4vcw G�/� 1 I j ur 0 4Xd l� iEy4' - j R-5 .075 70 V � �\—/ Y A/V �..�.�v-Y./� . ../ • 1 � 1 \ � .\ � - '�..a n y`y„ ti`�. �t�.+'m_"�" M , gyp w' � W #5t&I Q�3G1'�/"X42 1 J a / - E ��, � • �" la,.Lrk/O sr•��n-ir/lam lsn�rs� �� .. „ ���0. ." � � ,�` a� � ;�� � ' � , • I �� 'SII'#" .�• x ' Ttti/ �W't;' I f - �- l od /r1 GtC. r—/�NW41_ JI I j I �./Ca ,b�L.aC.1''41/�l'C7 I��x."'C� R+O• CTr7~7� :R-7 :,,... J�.' `cs 7z 71 1 i I I 4-x �,o DEQ x, n �-�4{,."Q� ALTS � • i } �'y'1C, I(-�5 AtIL &'0, C � - 3775 c. 7kl 1. b - Fes• , a. , - Kir• GG / "wl/�SUU'J.R'r'' ANT 77 0175 A9CW*AL0 AVE.. SLATE "0 (tAPIGM6]OXA 40"GA.CA 41730 0114! 9-2744 '�rp0/T/C�l Ew�L.C7/NCr . �= - M COLUMN ROOF FRAMING PLAN � BEAM TO WALL BEA TO C �j eg-.GCK K/A-1- :'�"7.1/�X14„OG, 4xb kl 4."�'��1ic.L1�"Rr-� AVS 34-100 C/O"LO/,JQ Y - 5 CA-9o"�' ,c. 1N3f20uTE� CGLLS Of (e) BLOCK K/ALL_ , r1- x4 7 64) �3'x 4-%Z (:3% t • �� , • /�"x/Lro x/©'-dr.�►vv 67Z• >` �,�a G �/ S✓M/45Ca'�l L�4,v��E/Q / " •G,M�! 16A. APPPANED ..- + C 4-/CW rO , �4 �R77 KI/ a - ATL HIvCiR �Lk or- v� DATE REVISION REMARKS x4(f"L 44r) �Lc'�t&/� 04�to-c- 3x4X l/4><LL v)I�//2-� ' - -- ` l c�"O>G, tilJ "6/ EC.GO e'4. r-. ¢ - 't' ,' \ 4KLo �,G 3x4 x f�4. (LL v� l •.4q, 0 : ~;. , � w/ -'fib"� ,'�. . '�-�� _ exx�- 7v 4,xv�/'vi ' ' ;� \ , ' o.c. • � N " i n „ ', 4X!(' hl�"��-/M��/"U�4/p '�. - _ ' -- �FRAM/NG Nl.�tti/ . _ X X 3 �h/7" F�CTE x C�-�. Id•�l/,CSE G;��Q G. i .4hlC.7iF-..R ' i . l- C1a ALT 7Z7 97L-C C-t S NJC7 7th l�L.L- / •4.�c/D LR ! ►''C� DRAWN ROH CHECM Cv=C DATE " F* .� -� ' STRUT DETAIL sc`E ' "fit OOF SCREEN �'=/��` N BEAM TO COLUMN �'��' '� (� '� Nor�O ROOF FRAMING $ 9 C " NO 7 -'. _ NEW _ BX/3TNyC3 (E) T.W. 20=D"' CONT. 2-f�S 3x8 PL,LT� f j ,\ 7 t rE L[(A 8'COAJC. DLOCKCE) 8"GUS/C• C � /�L-L.. 'SEE SEC. 6i'4,8'1 O,C. - L.OIGK Wi11LL ! ,Q WALL ELEVATION 2-%`3 COX/77 2-*b VER r. IS. rA a C RlaOr* A/O r' Sf- N/�l/ 24"O,C. SSE OL•T. •� x' .� HERE PO/� C4 AR/rY j//f' 2.4 -.•- .r�.�%�I•-++7t� >�m '�,y�°w°�,>,,,;l� ""•� m.. , , 11 1 I � I I � 1 ty y a,,,� c* `•r ��T,,,.Y�sr �`a-,��� f ,'��;��` w' .. i //' - -- I � ! 1 I ( I f id.: �" `'�."y�`'''s�c"'�ac�•i.�ru"�3°ti��aq ^' ° "• ± + ,� t � I , � � �... rwt r/'�4 e_„ *+.,..�G'if'✓o�ul5r-r'1v � �r r y`�•t yrti r ry>°r4Yri O ax Aro GE/L//./G JO/5Ts @ /Co` 4 ' /• I -- - - I�--' i^- _ � i ',`'�` .., r>r� �� r'+ •ham M; `� .� TYP. _____ 2.2x4 - l� 2- 2-¢ cli _ 2.4 c.J /�"oC --' - 2,.4 C..j em�'QC, J WALL ELEVATIONuj rE B a 2 '5 CUNT. 2 N :µ U � LLI 2- 'w g VERT. @CORNER _V[ Y 2,c4¢C../.�KO"QC. 4C1 JE/�orQC Y ' f c _ _ uj f --------------- 7-77-7 7777 - _ *15 .. /, / � ( I � I I� � � � I I -.SIC ! .I� •� 1 (,3 - Y� / 4 X/O LE06ER /3EYpN10 � • j 2- toe) 2 XCD '55 c rj. Cv4-LJ-LA/Vl 5EH/NO 7 , - 0 �- VERr, f �� j •Z•• •• • a--r„t r---- �QI jNg { D COA JC• 6LOCK *VAL L, OROL/T .h. i. , lac. ALL CELL.5 ewcm -/o ; siaea+ / 470 AACKIBAL.D AVE-, SUITE 209 t4"0-2744 - �f �OtOI r/01-4 APPROVED WALLELEVATION 114 -op ' CEILING FRAMING PLAN ,¢r NCW iEX/5T/lV6 +C3�t?/LL / NEl�! QEF /' EX/4;T/ti/® EJ(/'BTG NAV NBW ce A40 WALL OI�N/NG C4+vTlP•�•GTCR $HALL W^g T� 2 K/�►C.L OPF.I�!/�./G CP JG OFeiV�6. OP,!~N/hJ Cs APPROM f • S'o / V£t14/Pry Tl-1{E COti/T/h/L.!/Ty, l��Of? IVIBIK! opr THE Ea(/s T/AVG �-/pR/Z. HOR/Z — 3-�''•F V T, TO _ «1 GONG. RLaJNF. !�!/T/-/ MET�IL.. RE/h/� CLGON �/V A �41095/ A�AE KJ V�IN O. IT�r/� - "'-'^'y '—”rf"I^--.. .'w .--•~=-w , / I -►�f- r DGT&CTOR ANO G L7RY _ OPEN/IVG ,' /T/ N /lam E:X/BTI�•It� CONG7 O G�uT ' / • ' •i' •�%: -�-= - -�-•�- ----- '� ----T 5 ,DA rAIL . �OIQ �ouv �� A�avG / k. / c /dv. �2our CE ,� DATE REVISION REMARKS (E.� 2-''ItS G�QI�IT i I�.L..TG14NIlIT� CUiV'6T/4L/ T Cay �LtK) I '.moo OPrEti//NG / ����y/� «� GQo �x/sTiN� SOL 40 UT /► Co/�C'. 16L.00K •AboVE Neav 10 lo r <E� N CCrVC. 95..00K. doV.AILL «) 4V COA/C. &LOCK INA�.L \_Ca)eCoAJC. BLOCK WALL C4) 4d GGaM�C, �40CX i4 L L(N) MA4L L CSP. IE.N lG DRAWN c-/D CH6pCED ' i "Lix WALL ELEVATION . �¢. /--�„ -WALL ELEVATION AT 1 O NALL ELEVATION WALL ELEVATION / I 6 NoTEo r 77 05 \ MTL. r�. t2ai 40 0C �r1l h __. l�."4T£z'Iry/�4•"4Sx/d' qvl -OA41q'.A7L 5 J/ A J51 is 410-c. 1x-4. �n'Cs W/5-�C/"/ /2/" �//CQ/�.4•`O.G. • � 12,N445 77.Jo CO EA 1:5/42m_ 1 �3y-L TL,bE C°•�$"GIG. 3-/C d`� i l S rL / "4,Xll1 L.�3+C7 .!�//7.'(� C�taCZ.T'•g� GAG. �� TZ.'�4 . •., • ' "Ea/M/aC3G7r.!"1gAT/?3 • 9� - -----/- �'�'� ��- . -#p3>�vT' / _ � :�4"'C.?G.,�Lc F'�..r�1'� !iii"rri�i. /—L.rV L5 l / 7� CJr`f� T`q/�i.�J�1 r /'r` 18N ` — �--1 \ , Z - /Q L�rX RA.41 I -- 7s S x rl x div�'4�'O.G. Ox4G -4-/G� �C� �4`/�G. �.•d�rx�r.��� � "o' /1x/c /4AT rwp;tS -0 . �-�?K4 Pc..� 2,r/O " � L°a4-"C�i G• �t - - / �l --- : 2Xr4�..Cac•t�a.rr`i9�) x co 5& 2 - 1 1 2x Cv C' I.J. C/(.0006. Y, �+rc.,cam-l c.l/rrZ• "'S✓/�l/Q5C' J"�T�t7"u aX4 c. �'`� J . 4 Nsrn a-/".;SM °r.�"r�r 11115mpacpq 11 sro till } �X�-GG�/T!�!//l//.?�� 5 x/��rl'C_7[.LJ-�J4tit 2 x 4 /eL A7 "f/Q- /Go -. C 'L7.G. Y�? r1x,4CG�►�!1" "r,� - M PER £STUD Cr ) °Q "C7•G• j 2x�C .J, /G/`O G• �!� I 8"M�1.7r J/ l'AJA.l..L K1 • g, R'.�' � I '`�� �"61-fJ "u"t-yhKrrc � �q-"O.G. 4t 2 _ . �•4r'�'GZG. � . co kQA"� YE`42T. /QIEyN� N X ✓'O . •.. •Y u'wc `�{'n � A:J=. c.r. }' ,`r^ »•r"�,- a •r • .ca 41 ..sx +•��" �r t i • ri _.. ,. _ it. _. .._ . - - ._ . . .. - —. w...: ^:z-�. r : .. r_-. -i r ya"ne.. k, J�J�?H� -•,SCF• - f _ _�- 1 •i F''t T �. `��r ,t:.�+-•. a - Co77D/<:;l � i a .b -n< moi ' rca 'wy i ' - CU'JT 2-#Co CO�.I T. O (r '�C��fix s /l.?"�..AZ C��'�G ,C .. �, :r'_s ` ori' -r•�� rc��,� �i'`�c.'•a. '�,��':..t�.. • TOP ,6C�TT-CTM __-- _.. _. l-#FJ' C-.C:1 /T- , #' .♦' ,'S .�4r �' ' ,tai, r ' #-. / �• �.r•vr./ / g" r/' Y"�1y+ f7-'C1'..G '+Ih•Tx. N f• . •' ... ,J - W K Y • •"c , • ,. -�' �+,•�•. "�'is ,. . BUILDING SECTION BUILDINGSECTIONBUILDING SECTION Bu T qg � . ` w �. vw• o K /"1�c4•�/La"G7 G. 7 n .: W n ��'/A��']^".,♦!•'1F /"�/'• 12�\ 4"otG. . • QW MGM�ER Cf 4 COA�JGti?9U. Z � MF�SGn/ �3 C�/Go"QG• r w r ern/ /i.No. L k�/�O -7iq y/o-c7Lc>/CT sr / "X //i¢a.c l/ 4 r r 4 '' l�!/C� d� 4-/CoTO F4 /..?X4(l3L�1T) P..alh• L 2"K 2 x 4451 TVP. Cp 46"oc. �4y � :' v � _ � - _ C'A1S"G3G. �,�'t �4�if.4/NDEf� G .. y :,•- �y�. '��� ' a �,4. s�,x//.?PaE/V•�1 - 12x•4 �T 154- Ca•4[�oz•(T"r1o), `T PLYHAGY?p h Y� y z , rypw 14c.,R��60 / 4'o.G. X j II , y t' CJ 5� u 1 - )vwywk w/*io METAL t�/'� 1 .- ---• _ /Q"O.C. ,f/�LO A j .'`�Y- l< I MV 't l?CO" 61rt �tow � , ?r4C.1�5�� r�4•C7�C. I ____ a xame,4. w / r - _ O Q' � $C/[E.l�/rG PE A2 24" i1x cv c..j. Ca /C."c7.G. -� axbelf ,rtil c4 24"0,�. ` r � �} ,«.IGL.l� CTY�t� CONSLUAMT 4. Lf1jN�i Iftuctund `"75 A�CHi>BAC9 AVE., SUITE 209 • T� r -•----- TS "c� C• f 2 �Kr MO CUCAMO -A 911,1 - - ---- - - ". nay►~`a�o-�� . ,rSrM -1'S� 'c� r1xCo Ce/uNU �i5T5 Call�•o.G. I - Jf•t'. ` - _ ' � MMI�R � I � Gc,lr C�Gc,J/Q5 I ' 2 � � �//G l 9 : . . • . - ; . •�-x cv /-�e�4rre --_ �1xc�eorl r KJl- R� 1APPROM �' W///�"c C7�L..7`3C'�4 'OG• ' ' j + -2 Co @ l(p„ co.C 2 ,- Cv Cowl. C^a �,Yo- + ,HO/'�'Z @ ( aoL-Ts @ " o.C g"x ! "x 8' PPL.►r'� i I � ?CJ l�•G• � � -4a ! - • I dl 2_ WS COAJ77 _ � �-�•4k4C)re/Z. Q /Co" oc. _ �. o " Ai1.450�1./A.�2Y W,�.L.L "'/�'4• � ' 2'CLR. ,------;1_,r.R VE•r2T. e /Gv'o,C•, .. RT @14./ 1 2-*,-•,F• HOR/Z IF j 4a" OC, SOL/J aAW0UT ALL - --���r � i.`' 4C! G.C. /- -C/T- TLS Wo, SLAM a 24° G2 C. r � :� mar,/ *3 774en � C�' a. ��� AFEE ,---c�Vfl. Pl" bl�l.0AV 94.A& N T _ *•4 ocaruFl-S ��"e 4arOC. NO kT DATE REVISION REMARKS -- -- ---`ice /// •�/-• •'�/yam a -------/� #•t c?Owl�t 5 / CLR , DRAWN ROH CWECKM 7- AO DATE SM5 BUILDING SECTION ��'•/�-�' [� BUILDING SECTION y�"`''r�' � BUILDING SECTION /�'•���' �� BUILDING SECTION �Q"=/ � scA� �sNor� • ..- _._..... .^ ». . ., ..Aire' .. r. •. w. r: E is. 1 .. 2- 4 CoNT. ORE HOLES THRULJOH VE.R/F•�/ / G) WALL TO Gi*04J7 WALL. j AGlO�/G NEW OI'QGti.//�!G e I METAL. DETECTGI4 - CARE. !-JOL/E'3 THROUGH } CORE 1-4c=x 1=9B THROUGH I T ✓OCy CL) WALL 710 GROUT --- WALL Al50V& NEW O/oE/VING POACrI4K/ �£)e'�CGY�JC. BLOCK Wi1�L.L - - - OP,PN/�tJG IRT/ON - 50L/O GROUT ALL CELLS CUT - ■ os Bove �.Ic/ti/ oPeN/� O t .-_ rt - -T ne) CC>,-JC. 1p 5"CC 04C, AbL.CCK WALL Q '; BLOCK AE30VE u,; AJEW Gam' dNG z . . # / CO�t.IC. �L..00K WALL GROUT CEt_.LS SOL./L7 - \ ( � A,�OVE NPLv C7pFYhlll�l6 � � ' %I OCo" OL.� T ORAJEAZ 0)w VA REG ¢S N _'� ' a � '� � �SOL.IO GROUT<�) COIvC. � �; •' PL=h/NC's � WALL, � . -- bLOCfG A�C7VL. l�./1°KJ Q f IJT. i /OTE! OO ti./OT Cmo83 cu7- loi ro NOT CUT NHCCZE rr EXTEND <G) Vf_.R T. K7E./�/F. w ALL !� V1 . 51Exrz. ,n k I ' NOR/z. - •• -------<E) 2- '� •4 CONT15 r: 10 (f.) 8y MA 60NA!?Y kl✓AL L -��-- t CSE A5LOCK WALL TO G+E ►'�CE} BLOCK P to L L 70 r E <O) Pat.00K iVALL 'r•t� ,bE. REM01/GD R E M/O%/EO ' j' �f�L''•A✓!O✓=0 1 111/ALL ELEVATION /%�'a LINTEL DETAIL 3r-�ps /' LINTEL DETAIL 414`-/��n 2 LINTEL DETAIL ��4'=/��N WALL CORING DETAIL a • ,,111 I I,� 'II� 1 2 i. Mflr,�Ort1A/QY GlP -5EE ARCH. - TJ/ TRUS 5E5 — - 2 x 4 BLOCK/ti/G ® lao 0,c, K// r - E A. S/OE OF N/QAC' "�3/M/a50,V" F24- /BANGER E,A, L.1/O ----/ •4 CCS T. - -- -- ' s N i r _ -- — - /moo '� � EA. S/�C�. �'. I I 2 x 4 NAhYIGE.R�3 Js /Co"O+C r r--- M ONS W L•. TJ/ T/RL/SS � 4 O.C. ' t - spm/GE ./o/KIT-• Tf2U5 MF'G,(TYP.� s 20' TJ/ TRU'S5E 5 � -2-�' O.Gr _ � -`-� I •'• � . • � - ,bLKG EA, S/OE I ` -,, T aa /moo'/ o,c. �. J/ J6 KG Ir 400� �'•`hWS:ALt'�`YDr. 4h:_t VY.-i15i'�4"""� .``..=+��`w+ {�•,^"�'-• key. _ VER/,-Y D/MENS/ON K/l • � �_� I OPG,RABL.E K1ALL /l�1FG. � . . , .,. :�,. t. , � , -- - " 4 GD T. • ~ 3 .r � {'-` ° •'t-`...-, +.bn.? d`�`i±us'�,.-4'x.1', / - I "` n " t I -A_ N x CY AV uj - 3 s _ 3 4 =l-O /4�=/ O SOFFIT FRAMING AT OPERABLE WALL RETAINING WALL i �j ROOF OPENING 7 -TOP PLATE SPLICE ' Q U. hti w i "F v„ a S., Z Y' je O a t 110"CtY� Ei1sk*M1i• Joe. ►37S ARCHIBALD AVE, SUITE 209 �Flp CUCAMOW4A•CA!1798 (714) 960-3744 APPROVED APPROVED DATE REVISION REMARKS 4 DRAWN C%JAD L4 CHECKED DATE r 'a SCALE,&45 ,-/orEo JOB NO . ' { j - SEE . QING .LEGENDFiXTUREdET P-1 QHYDFiANT LOCATION ASF A StAtNOA►R0 CURB • AS SHOWN PLUMBSCHEDULE SHOWN 1Q -- FAC 0. SIDEWALK ADJACENT TO CURB -AS SHOWN cuRe E �• Y�QL �'� ' ` SYMBOL t�EL1 SCRiPTlow►oE,TE TRAP VEST CWT HW REMARKS � C ROLLED CURB WITH SIDEWALK S ADJA CENT-HYDRANT BEHIND SIDEWALK. 6"14"X2-1/2" FIRE HYDRANT ( JAMES S. or W. Soil or Waste WG CLOS � 1 1 1" 211 11 11 — FLOOF2 MOUI ITER VIT. CHIWA W/ FLUSH VALVE M JONES * 3701) DS--------- D.S. Downspout I CI..OSE-T T - - -- -------- - T ----------OD---------- . 0.D. Overflow Dram _ ____ ----- - eAME A6 WC I EXCEPT T FOR HADD CAPPED < ,...._.. .. .... �._.....'... V Sanitary Vent WC, WATER Oil I"T %" — L)SAGE - E I Z 4 - .. • ,� �,.... .... �....� C.W. Cold Water CLOSET 6 >z22 NIPPLE .. _._...._--- -- H.W. Hot Water 1A - - - - --- "'k / = 6'- 0" INNIYUM 30 6"GROWD BREAK PL--------- F.L. Fire Line AWAY COUPLING U . G G Fuel Gas i VALVE I60X ...,,....�....EW E.W. Existing Soil or Waste U " 1 I� �WALL HUWG VIT. CHIWA W/FLUSH VAL-4P_ ECii--- ----- E.C.W. Existing Cold Water I UR{►.�Al. 2 1"Tti — • _ _ -- 30�WNf1MUtM • ~• ^�•-'�'ENW— E.H.W. Existing Hot Water EGG. Existing Fuel Gas p COVER FWM CROWN OF CD C.D. Condensate Drain s ROAD • --EHNR E.H.�i.R. ExisLinettogHot be Remateed Return r �1 " 20 X 1'll COUWTERTOP MOUW-M0 VIT- C40-4A SELF - LAVATORY 2 I!2 1�2 i2 �2 RIMMILIG e S.O.C. Shut-off Cock a 1 M I n n p S.O.V. Shut-Off Valve �- , I I SAME AS L-I EXCEPT W/'TRAP TUKWEO 4 Fixture to be Roved IA LAVATORY 2 2 1 2 -�L SIDEWAYS FCR I-iA"DICAppWLO USAGE SEE P-1 • W .D E LSOW ,u9 !0 E 4 H.B. Bose Bibb F.C.O. Floor Cleanout v W.C.O. Wal l Cleanout PITO. STEEL PIPE C.L. Capped Line 6 � I it I III It 1 n 22" X 22„ COUIJTER TOP MOUW7F-O SINK TYPE 302 �n f" SATE VALVE ROTE 400 UP Kiser 2 I /2 I DN. Drop or Down. I 2 '2 '/2 12�GA• BTAti.iL.ESS STEEL, TRAMSlAissltOM MAIN 150 P•S.I. WORKING PRESSURE 1 CONTRACTOR IS RESPONSIBLE FOR THE - R TO STANDARD FOR TYPICAL PAINTING OF THE FIRE HYDRANTS PAINT Abv. Above S5 SE VIGE �, � ,� 9 �� 28"x 28�� coRIJER rJoPt✓L vIT. c.HtiJR REFER A.P. Access Panel 3 2 4 �4 GATE VALVE INSTALLATION . III'IALL BE RUST­GUARD %456- YELLOW Bel. Below I sl kiK TE: OR APPROVED EQUAL __-- -- - OM8INEU F FLOW FROM HYD N S SEKVIN C.I. Cast Iron — — FIKE M T FD oOlz / s r �____,.._,.•, � 2. A - BLUE OOT MARKER SHALL 9E Clg. Ceiling FL. 2�, Z+I 1 12n S" DIA• PoLt8NEc0 LIKKL>z eRA►JZE 8TRA1►JER WITt-4 IIJ R•AP Pfzlrlep- 4. /+ CoPPAR LIWE: e�LOw f LOOK ANIS %I-TE IS TO AGG1Ct,6A7E NQT LESS THAN MQfTALLED PER FOOTHILL FIRE Conn. Connect or Connection I DRA T '6ppD GAP M. FLOW WITH ZOl.t9. 1CLSIDUAL DISTRICT REQUIREMENTS Cont. Continuation RE SSURE FOR A JURAT ION OF 2 HOUR 1.E. Irevei°t Elevation i"S F Lc'=7'� `�� 2�, ( ISL" _ 12"x 12"x°" E llnr� G.I 4.,''�a"1.,1G}�EL ERGLIZE. GRATE "x M F.F.E. Finish Floor Elevation t ti kt -- - E PLAT >, /wAL.L FL.AWGE I t \4kC: r D TA. I L 3 Flr. Floor — — — _FY T Gr. Grade 1 I HE NOSE �' t3FREAKERNROM E W , O SGAZ.E 1 Hdr. Header I ( BIBg , . L10�' ,r � ! Typ• Typical -- ----- - ---- -- -___.__ " ° ...• ..,. -. ; » . t :x �. V.T.R. Vent Thru Roof ti R 1y''I• •h'V"' Ia yyd Y•B. Yard Box " ' ver ^' til aWM JA ' " F . 1�AI.L V.C.P. Vitified Clay Pipe RD ROOF SuMP PRSWITH y � +. try• -yx'r •h.i.. "' s i:R' 1 . LOW tL6 REGE3Y£R P.O.C. Point of Connection C'E , � f DRAIN ' AND UIJDERDEGK CL^Mp, SK S '1'�QT. 1' S SHT.-P-4• _ W.H.A. Water Hamer Arrester I 4 y 1 "uff5 i Crt• •'. "'tY1 Y x`.?^.'YPt'r7 P '°4 - Conc. Concrete to '+. ,•+1+s-x ,s' � , ym raw ' f - f ( rOI,INTER TOP P.R.V. Pressure Reducing Valve , s (E) or exist. Existing y 1 I �o.n.L,A ML CE+'aCs}JT MFTA►R LIWEP E WP _ - . EQ � P �1 �. N � �.. - , •' `y��r r M4•.'Y iY"'If ti'q1+ '.. Yr,:~. �. '•`I'.�*+� 4..5 Xl 5�(h'1 b L- D E S G 1 PT I O IJ ;�' :, '� ,4 x y = N F W 1. CONTRACTOR SHALL VERIFY EXACT LOCATION OF EXISTING LINES, j F11zE 1-1�(DRA►-IT-- `'JAr1�5 JcIJEs" $ 37x1 �'x4 � 2'/�" vE(z1FY PRro� To (31DDIKIGq. PLur-�131Qy c-o�TRA�T�R , , , ,, �' t, FN Ott, x nv i y�`r' 7 }v+ , •�- LATERALS AND WYES BEFORE STARTING PROJECT. SHOULD IT BE NECESSARY TO RE-ROUTE LINES DUE TO CONDITIONS FOUND ON THE � 1 RE`,pouSIB�E Fo(z TµE IuSTALL-ATIoIJ of AUD SHALL PAY ALL GoSTS, C.HARG,ES, PEIZh'I!'rS � FEE � = ,��, �t�,� ,rr��� SEE pEr AIL. SITE OR IF INDICATED P. . O C CANNOT BE MADE TO THE LINES AS T - - • RE C NTINUING, NOTIFY THE FOUND, THE CONTRACTOR SHALL BEFORE O of ,•� ARCHITECT BEFORE INSTALLING ANY WORK WHICH MAY BE AFFECTED. ,, ,�° :• ,��.y'' fes' WALL. COUNTER TOP 2 CONTRACTORS SHALL VISIT THE SITE INCLUDING SPECIFICALLY ALL t z ! REAS INDICATED ON DRAWINGS. HE SHALL THOROUGHLY FAMILIARIZEr HIMSELF WITH THESE EXISTING CONDITIONS AND BY THE ACT- OF SUB- a HITTING A BID ACCEPTS THESE CONDITIONS UNDER WHICH HE WILL , ; •' , o L) BE REQUIRED TO WORK. + r ­4_0 .„ q I h A ; 3 PROVIDE I Dfr AND INSTALL NEW TEES RAID WYES AT EACH GAS, MfATER OR � WA�'EF HEA1E(Z -"A.O. 'oMITN" GOI.JSEIZVAT-IOU157 �bT-100 GOP'It'IE�GIAL CaAS S'TORACaE TYPE �I�T As4•1RAE W SEWER POINT Of CONNECTION. Z �g� qoA-19� REQVIREt�E►J 1 s Fo THERc1AL EFFIC IEIJc s AuG�Y LOSS loo cp.L. TO I- AGITY► 80.000 ,.�. ti�, �� " ► WA CLEANOUTS. W N 6TU/NR. 90 y.p.H. RECOvE(_Y AT A TEmPE(za USE RISE of 80°F, 5"DIA. FLUE THRU ROOF- 120 V. APPIZOY, OPE1Z. � » � "� w �`•�d v 2911 4. Au 'S I INKS :AND UR I NALS TO HAVE LL A9 LB,-, SEE DETAILS � g Z 1( R r=te O u� ` 0» AG,AftJST WALL. 5. OFFSET PIPES AS REQUIRED TO CLEAR MECHANICAL DUCTWORK AND ; ' • o g STRUCTURAL FOOTINGS. f 6. FURNISH AND INSTALL A GATE VALVE, PLUG COCK OR STOP AT EACH �o.n'(E(z NEa E —wLOGNt1JvARi1#szKot 2 Ido"X 160 51QC;LE TA *,, STATI00Af RACK �(v (:;4L.cApAuTY '� • � FLOOR PIECE OF EQUIPMENT -FURNISHED BY OTHERS REQUIRING DRAIN, WASTE. 4r,,9s& 5TU/NR• TAuk C-OLJSTRUCTIOIr WILL ISE FOK ISO P51 woRkIIJU PFZESSU�E .ut�IT wILL13E FURIJ+`�Hr=D H ii ompLETE WITH A'SNIE TEMPS .A U E ESSU E ELIEF VALVE f-m E A U E PR ESSU G, E-• NATER, GAS, ETC. . - � T (� �• PR K R ►T PPT fZ �' � �► .� � > 1.E,�/AT_1QN 1 i2 kw, 208V, - 3�- 7. VERIFY ALL FIXTURE HEIGHTS PRIOR TO ROUGH-IN, z PARAP G 4" $. THE TERM "N. I . P.C. " IS USED TO INDICATE THAT THE EQUIPMENT, Z �P_ ETC. , 4NL.Y, IS NOT IN PLUMBING CONTRACT. INSTALLATION, TRIM NOT TO SCALE ' AND CONNECTION OF THE EQUIPMENT IS BY THE PLUMBING CONTRACTOR. CONSULTANT { 9. SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATION OF ALL PLUMBING - 11 METAL. PIPE OMPACTED FIXTURES. �.t -yrs 7 SL -EVE I.0. GK F1 LL 4. . SHAt_L t3 Z" EE SP>EC.�. �Q. EXTEND ALL VENTS A MINIMUM OF 10'-0" FROM FRESH AIR INTAKES- EUICIMEI:Rs INC. ' .5HL.AAI-1=.FZ 1 N I •-..+. MicmWCA�6 CLECTMCAI CMULTIM6 6"1141E8il9 THAh.1 P!P'!C 1_G, 11/1 IU ` - AM'^PEA 11. SEAL AND FLASH ALL PENETRATIONS THROUGH ROOF WATERTIGHT. . ' z» NORTH AI.t.YN AVENUE 4 '0• p• � ONTARIO,CA 91788-(714)986-4560 f kjj) •12. UNLESS OTHERWISE NOTED, ALL UNDERGROUND SEWER, WASTE AND STORM DRAIN LINES ARE TO BE CAST IRON,, APPROVED Mo PI PES ALLOWED 1 T*HI S FWRI"101.1 '. 13 ALL EXISTING PLUMBING LINES SHOWN ARE TAKEN FROM BEST SOURCE >b FOOl"1 IJ6 '. ' POSSIBLE I BLE WHICH INDICATE APPROXIMATE LOCATION ONLY. PLUMBING HOT OR COLD WAl PER TO t CONTRACTOR TO INCLUDE IN HIS BID TO PERFORM FIELD INVESTIGATION PLUMBIWC,I FIXTURE AND EXCAVATION APPROXIMATELY 1O'^�" IN EACH DIRECTION OF THE PIPE CLAMP WITH EXISTING UNDERGROUND LINES TO PIN POINT THE EXACT LOCATION "FOP PL ^TP. TR{SOLA1bR-MNT'O TO tr -AS REQUIRED FOR DEMOLITION OR MAKING NEW CONNECTION. �• CMA,NN!1. OR STUD - ! ; .A V APPROVED 'STS@L OR i-It!" WIDE , t6 GCHAWkJeL SA. STEM.. 7 _ CG 1y w ® �.. WAILED STUD f�lE r WD �I�uI� � TO A� -- APPROVED M N R /11.C U 141'1'* 11.1.PC. ' w '7 a �Iw�d 1l '4 - + Luo EXC/'►VATIDM r 'IPPW V SHOCK AOR&STOR Ear orr.nl�Iloi+ / {p THIS' COME. TO -VW 1 O 14 -TY P. ` � PL.AG FLOW TH IS .� Y W iri" Sabwdl�ir/�a�rlMr� R 10 R TO LINE. 131�'S GOOK "r Q ' Z • L CREW TO 1r� 90 DROP ELL. 5 -> TOUR1AJ0 FT�3► � � wadllN�" DATE REVISION .,>K CLE CA EL CHANNEL II►S Rf�Q�R . A i►l O u'T' P � STEEL � REMARKS In STEP FO OTI LIG AS _ r, UIFtED TD FLEE ,, 6EAL FLASH Q W F T I BETIME! EQ r : r ., CO U LATER r`LA S H At1v1 E A1510i.I Ir�SS ROOF` PE1.lE ;< -I"Ions �WYAT M- ` FOI't MPE5 MORE THAN SI-& MELOW r - WAS C OR V IEN C = Y T I Q CHT + BTTIvI. Olr F'T' USE GO1v1PACrE:D FILL. l, 3.n 90 [�EUStTY INSTEAD OP' COLIC. TO T T WIR D TRNC1.4. r. to To STEEL. C� #JtJEL. _ - F1 FL R2� +, • . ( {, � DRAWN '•. - - t:Q 1�1 n E SATE CHECKED - N C TA TYPICAL PIPE DROP 1W STUD WALL l DATEsum ET PI :s &10T TO,SC/�LE O TO S ALL P_ SCALE IJOi 1E 'N t7T TO SC.AL..E + N T C . : .. JOB NO • f j . • • 1 Nom' r k ch M , o.c.- cmjJ j' JEw 40G.W. To EX 15T'G. 18"c.W, t7A I IJ 10 STREET .- PLUrJ610G, GOOTR. To PaY FOR ALL cooO., FEES OR CHA1?ClE`S. 51 - ._- '-_-- .._, .__._.._. __._—._.,. -- ' lam.l,aZ"`',4ud p,1'+tk,��Sr„*I" ._t1y .i w`1.''• h� °a'[*3, e, , ' _ 4.y..,, JJ." 4'C'f'ar •-.!` 'A;'>"." +, Y.: "}Slr,,NL`a� eYc 2" i �.+'r {P b X�"y .rtpC.`+ • Y^sG'R -^ \'}4 (l A.-5,�����. BEL. c p_ N r• `" '' fir.-.w,"4',.irx.,.-crily"'.i`` 'z ;'"'° .'''fs Y ' L. " O. �Y'3SAP FOR FuTuz .-TYP t' AVER \ AVE, LL ` W 44 w ----- ------ _ - _-- _ —_ r n"i cc i 0 1: 1 I j1 Dow IJf v l T o�.TC, W `� . SPLASH Bi.OGK. 'r..��' ' ;,' ' ' ,. � ' ,' .w,,.µ` ',,• J -� c4 °rte art e EX I ST'G,. 5 AGKWATE(z VALVE ' I I Iu couc. vAuLT. W I O0 O �k r SPILL.4•DS TNRU I I FAca O F c im I W 0 I rf�• .,. (may .--1 - } I 4'BteL•GR. (E) PAfZKlU6g ' I Q s R V i i 1 CLQ IF f j I — - - BEL.cip. _. I i CONSULTANT � + I I]Ew BUILcm1 4.''Vz,P. `. I 4"vc.P -. �-' F F.E. 114 8. 33 E W �.[- r Q i EX1S aic, L 0LDW6, Ew EW 7 Z w Etr61NEERfr I! Jl 1 I I F F.F. 1148.33 1.�• I I 5. I��E�4��e 0 BEL GF. (E) 4 G.o. � � (E)4 C.O. MEfiYW A 6 EMTWP.AI CONSULW4r E�ICHIKIIS y I 4 �9 I QN7AAlURG1"7W (714)960-OW - - 4 7 1,E• 1144.48' � I.E. II 3 ' - 1 ($08 c.F.H) IR - -- ONED l GAP FOIL FUTuP-E - r EXIST•y . 2'�WATER r1ETER 4'vc.p. _-- - IBJ coat. vAuLT. DR. ELF-v. 2„ i F i 1147 2 9' _ t~A I T. ."Ec 3 3 T-FAw--)FOFi � - 112w (a"c.r1,L.�- W ST'L• to -- - G - G _ EG E W� _ FL 1 2" „� w 4'c.c. Y B. PROPERTY LWE - - / -- ----- APPROVED I N 4 h w 4"c o/Yb.-TYP. 4 2 s.o.v � pO.c,-cOuu. IJEw 2'c-.W. To 5LD'G, 18 8 114 14�.'2 EXIST'cm. i"WATER tlF-TER I 5'JpPL1' SIDE of LXl5T'G• Pf2v. 3 I SEE 3 IN cowc. vAuLT. , w ' STATIOIJ , GOLiT. BEL. GSR. P-1 I. E.114,.(a' �� ¢, EXISTWCt 2"GA`5 METER g�L. cot. (875 C•.f.H.) NO DATE REVISION REMARKSK I C A.PpRox• t•E.Ihfl.',8� - I \.� po�G.- c.o�iN. 1.1Ew l"c, To EXI�T'G• �; Po.c.-Go�1U. uEw (­"c-w- TO E.XIST•G. (o"G.w. rlAiO 10 STREET, PLUt-lblOrm 2Ns.o.v/YB. t sTUe)-ouT 4 CAP cOOTRAGTOR To PA Fop- ALL tiECE55APY LWE FOP, FUTURE IRRIGATIO►J. � w IIjSTALL., c-0Q J•, FE S oF_ c.NARc,E,5. 2° 3 1JG SI E LrA � PLUM51 � DRAWN F h-1, woww SCALE : I =2o'-o" CHECKED ID' L DATE o' SC'.ALE . -• JOB NO t~ 'GAS COAD VESCRIPTION . • CFH �• � SPACE HE ATING �8 ` WATER HEATING COOKING i 3 MISC.z ,w FUTURE .�--'- TOTAL X03 LENGTH OF LINE FROM METER TQ FURTHEST OUTLE O4 ,;. OWN ExtT'c,. cjALv IIZOL powlJSPouT To R _ . fZEMP,It • 41'D.S.-DN. 4,T WALL / col�Ti�:�E BLL. rafzAVE O EG "P.s. To c �1►J T 4 r -1 REr;av>✓ E7115T'G. HOSE Blas✓ � ��P L1F.1E (0" 5,0. �,YSTEM. STOK" UKAi1' 1 - -- + ABv cA:cj. ppTcH wALl- To MAT'OH Ex15T'G. f Y OTHEfzs, I l 3/44N.W.-DO. c-000- TO BOOSTER HE-ATER THfZU 6 � I I s.o. LJWIOL- COOT, 3/411Hw.(1600F Forl H-1 N L v. MAK coLJO. To D15Hw,��o+r.R TNR s,o.v. Taf- STUB -UF 3'IptA, CAST IF-00 HOF> '5"ABV. I p y F I + Fly - FL'R• $ MAKE IJECE�AfZY COtJOEcTso" s k rye: �--� TO DISHWASHER. PfZoviDE TRAP. o 4 _ :wk LOU E zs pie"` A. -5w ri• an r '`"" /� L L I ` ' �"/ n' I �/J 1 (E) c.LASSROOM (E) C_LA : S6 00m 1/2"H.yy.(1LC•1')-pIJ. STv6-OUT i, t IAkE c,ouu. To D15HWASNER TN _U ->.o.V. ?/ ' " 4 C.W. 4 !�� N W.-UP To + f ABV. HIGH GEILidcm, / 4 �EL.�, 1 1 "rzy,+ .;'. y<k`. .t i r ,,,•:)�r y.Jr P... -w..Y 4.�:, U /- 2 1/2" C.W....D N. ST'U V—OLI T ¢tl A1lt- l..lN N. "r'Q I rr. �ay.,;,�, v ••,,,• ^k..�^` "4a"<8a • ~� I1 +, •, ,fir ey'`! 3"R5. 3"O.D.-pIJ. It 1 PRE-RILJSE QUIT, COWT, I/4u G.W. MAkF- GOIJi. , rC .,. �C�-ATo GARBAc,E DISPosEf� TNfzU S.a.v.ooLurlO. coUT �'�.s 4. I I r-Dd."o.D. EL. o I CG•F•H•) I "�$r.+ y• "3 <I hy+a �`•H-4,. ,' �- V`'1, , 4 B G R• F R -- - ___ _ ._1r , _ < • -rte < y, GOUT SEE 51 TE PLAID. — Ap V CLC, i �� -� 1 ,rrise.,p,,fry „ —'„ {Z t✓. .Yr y'k 10 ' ! ,► 1.E. 1144-e>' ! G E� e3 Vw.c.O� �Y 1 IV qr a M ,, FoR. Lt JF cow-r. see- G e 1 j� 1 c,w. 2 H.W.-PO, To I W h N BEL, FL'R f"tooF Pla:t"l. 1 N�� ��a A�V. LOW GEt L I tJG. Z" �- 1 . W(E�STORAGE I y y 1 1 pC r �*r�•.�- �v.`h3w�sr17W'�, w.*1�". `�� 1 I 1 N I L'/ t V-�.'-t.`�. _ �".a. ani •wi,r. r,'.i.r.�a" ' $/4 H. G.W.-DV. HEApE(? '2 }" '_"r' P �. W L ' [ I��? VTC} " 2 D.C. - �....r.. or IID A L i ,! L L` " ` F _ 1 3 F R 1 - : I---11..�ENW R W " ' FS k ----� 2 o.c - -1111 - L L � WITH HB t1NOEF, 1 F,-------c_ , i 3 �E . 1= R �I`) wOr'IEI�S L' P.0.C,-GC�QU- 1,j EW 6/4 c..w, To y a: ( ME.}J I +, 'r w.� ' —^"� ' I / ♦ 11 .a ` q,'•�k..R. '' `.+.` y rn : a I ` .._.__.. �, E H W W �► 3 " S ALIGN o F� :�11 ` 2 1 i{�" A$Y,GL'G. t �} 1' (E) 2"f"D.-+� 'i E) LOf2RtDC�R I/? 4 Ex15T G1. 2 G.1nl. NEADER.�R .ten yn J ` IIloO/• �.I�,-f C 1 1 1 I \r. �E�[ c,.w. .s�{�vlcE To UEw 5-i. I 11 10 s 7 LL $ 4C wG I I to S --�` Ew at3v.CL'G. , �4 (" 211 N W ! � wG _ _ ' 1 F10. F�: EI.Ey. 1148. 3 P.�•c 14 11�ZN 3" 17f u ; Z 1A 1 ? ( � 1�1i1 I I, ♦t _41' .4.0. , IG4 ;r__ _�--- -, L ---, (E� (�ECEP�'I�tJ E 21,2VT � I 1 1 O 1� -� G.1. . W.G.Q. r r---3 VTR. t I 14� G -i- I/4 -DO. Gov . To E X 157 Gi. STnV E r P.� :' � d 2" J VE5 PaULE , STEAh1 TAOLE TNRU S.O.G. (135 c.F.H.) fit+----Ew , wo E�1 !- , 107 0� \ �E) F.C.O. I l � FLP i oR LtLJE coy! i0L1ATicnJ A6V,C S ExtsT•G. yALv IfzoU powI.ISP T 1 t F T LAIJ. To BE REMOVED. IUsTALL UewSLE SITl: P a �` I 1„ G, t. P0WWdzPoUT To bfILL oLJTO / 3,; 2�2i1 2" J to 2 1 i l i? - Lomat .pooF. o.c. 1, 1. I •G' BEL f:l'R. muLTl 05E ROOM � (E ME1JS L` I P 3j4"J,� Po.c.-coutl uEw I � v To E9 STra. E w I "I 1Qt CE) OFFICE VEWT RitEP C w • ABV. GL'GI. i OO � z � JAIJIToR � t_11JASSICaIJED 1 WITH Wil3 UtJpER 55' 108 - 5 DO ( � ANT i J E) MULTI E Room CONSULTANT ^; 111 2"C-.W. 2''G.-Fk✓ �0QT. �} � ' j S O AGE BEL FL'fz . ('�^3 G.F.H.) �� ? ' - t I ENGINEERS, —BEL, f L'R JJWK40 AL i ELWAICAL xCt*4ULTTlbG�ENG,aM 217 NORTH AL LYN AVENUE - _ --- ! —Ae v,, CACI. ONTARIO,CA&1764-{7141 X68.-�5i64 114'.x' (E) OFFICE E) OFFICE i (E)OFFICE \ �i i I APPROMED 2` C W. DO 10 wt.LL- IUSTALL. LI e \ � f=oR Ls►JE c-OWTI JdATIO J � 2, " -517-E S.o.V,,TRkP PRiME.P� 4- WATER SEE SITE PLaLIJ. t�Ee �.�?KLSTOR BL44F P WALL ACGE'S`� PAtJEL . HEADER 2-"c..w, 11�J 1 ABV. GL'G.� WALL. �°� 1--- ---- -- - __.�� ,�____.._---- __ ___ ► -�� _ , �-� EG -- - B/4"Ft. c.w.-DLI. �.�4P . I t\j t� � Vli� ' 1 fv wA L L. � ' . APPROVED I � C.D. -pd. to WALL. Elbow ouT ' ' 1=Xl5T'ca. P0WW'>PouT ExIST'A. DowLJSPouT FOR LWE C-O" IOUA 100 TO fzL"AISJ NOTE: SAWCI�TTI� G �! '�ATGHING OF Ext T N To JZEMA41 SEE SITE LAw. T 1� 00. OVER '55-1. FLOORS : AN 'DEMQLIT ION 4 �ATc_wlwG D P �• P WA.I.Ls 14 Cr iLl1ti!S �'�-lHeL MQUIgEQ R WStALL. OF NEW 'FLUMSING , 5NALl.-BE TNS. 35:5 ONSII 07"r Ot THE YLUM-WNG QJWT� TO DATE REVISION REMARKS L. A Ki PLUI_151 �1.�' G, SCA E : /g - I'-O,1 DRAWN F,t`'1. CHECKED DATE _ _ N' SCALE � " {'-O(1 JOB NO f, f WOTE` WATE1z Hatt=Ies tollf lmw QUA► 04Z cG�u WT�R-FD�+e. �PI�GE i�oR � CO WN PO VT W_AP^.N5I0N GL^MP 'E VW FLUE THRU RAF• SEE DET NUE *I ''14.w To a)couTI .: pIS14vKASNE aN.1 N P 4 r OOOO OOOQO00 - ovEr«Low jr PO.G. ..; 3�45 PRE'S'S TEMP -.. _ ATED RELIF-F VALVE. YP• # 4 , � •ti • . . S.O.V `TYP B L.©G K 1'I►ri Ex Rte.N1 E �y✓4aREL1EF Lf1..tEof.1. uhltou•TYP ~. 9XTEWP LIVE eFL`R � ELBOW ovER _ ,;,FLoon 5t�1i'c., 1NN Ivx15TILkA 1.v Tc � 1 HEATf.�t. R 0 : 9T—, ..A— D-4 O�!EFZ.FL�, ow RAiN DErA � L EE DET. P4 AT TO �C ^l.. r s.o.c.--TYP REUE(r U1JE TD - spi LL OV EF FL)2 'Id G. SIIJK• AIJCAO1 LA. LEc, To FL [z. gi.icNoR BaLT� � tU. '�r11.E.LDS. . F F R NATE - HE 11 j C� I I kJ DE � � WOT TO SIAL IE . o ttom- � - w'�4ror •+.• � ��.-_ « fJ.'•,�,�1n..ri.n�ya,,,t.r"s5 "Xs . _ .. '�k'k'•,w and m.µ r n z�•`� ,1C\a�,,,,����,i. #` :d`•,� i rkt�"�7t•' '2 . r "F•a ''mtm xi` �� -.te�a•.,l+Yr �i ~m aT "r „[j AR W ooa STU LAS- ,w .. ��Fri"v - i,a.'•1`7 Y,d�r�v::fK.r{���w u, t .�,.•3 " �, ' ZWA-LL- u, x 4" STEEL PL.,/1T 9.� �,� �4ti �. • . ���� 1�>. K4� • J�--� _ r r Uskc)D T TVD :, MF7� "`�� y.^,, •�K�, � r,1� .c.=�V- / fin/ I/2" X Z y2" L G X 2!X ill l i STEEL f , aw r 4-•'�►u�' yY � v 4C REWG. PLATE N r ` ! TD S PA W TWO ANa LE T`f f7 4 a STUDS M 1 A1. 0 E.A. i w N � BOLTED COAL• — __ I `•r�a r� w,r` f '. �`iy � .� . �' _ i !•: ^,,,moi 6, n .. Edi-. .e y;. (s) I/L x 2 -5pL-Y S 3 " f Q� 'ti !V- I4l r. YAC•' tt`! \.\ I i � EQu I f'M!<.N T T TSRAClIf,7 � I y2 X I�� STI L. 'f3ANa. ,bFm OF-TAIL. LOCATE A80VE CENTEIC - �. moo+^•,;�' '41:,: ^ : ,�`�- ;�, Y OR *QuIP / , . ., I I I I �`�,7rtµ R:�+ '8�•~ rr'` cro,g"" C E3 ACI SIGDETAI�� RT +� U�, K V ` -- Cw•S°a^e "gRL;+t .. f�w+�:., ay..A "" "'"' .hr's LL NaT TO 15CALr- P-4 ' uu o�J-TYF, s s.o.c.- YP W T L I uE co�iY . rE �aE.E lOo l_AJ J. Co�fIJ. (�4'�. To r'IECk A.C. WIT THRU � EXIS Ik4 BUILDIL.IG - I LI►.JE SIZE S.O.G , GoWL; } C.D. AS T CO1DE A'PQKt7V ETA VQNT Cep v mix, SticLJRE W tTH S SHEIFT i REQ'D. -TYP SSE DETAILji MG-TOL SGRiW5 I (154 c f-H.) EA. r2 = O ae C�OONTIrR IrLASN 1 N C3I 'N FLASHING j :3.E 1'YQE"8`=i G'E''_E wALL FLUB. SBE ALAN ' CONSULTANT DIC SttE . . G ALV IRON bUGKET . �EIECTNiC.1rz COMoIl171MG ENfrIMlfAS t 217 NORTH ALLYN AVENUE • PL R FORAT E fl ONTARIO,CA91704-I714 M-4660 4 L: f'L J►N C.L — __ --------- -- F LU W FvLoM {.. LpUiFrr. SIE0 PLAN s s APPROVED FLUE R T i � f NOT TO SCALE P-,� r.. APPROVED pLurjBi �JcjROOF 5E"C,& MCJ1—L 1100-5 SCA .E : �g":I'-o' VANDAL. PF40r- HO D . L C ►lJM DATE REVISION REMARKS CO�NT�P�.d'SHiNer L9At� PLASH 1 N4& b v� Tl�u r+0er" Off' DRAWN F't� VENT TH 9U ROOF DF-TAI i_ 4 CHECKED D.L . NOT To 5CAL E ..q. DATE go SCALE iJ -_I,-o JOB NO r ' ✓ ; , ER 1. -ALL DUCTWORK PROVIDED FOR KITCHEN HOOD SHALL BE CONSTRUCTED . OF NOT LESS THAN 0.055-INCH4 N0. 16 MANUFACTURER S STANDARD GAGE —. c $.T EEL w Z. ALL JOINTS .AND SEAMS SMALL BE MADE WITH A CONTINUOUS LtQUI07T I rjH,T a WELD MADE ON THE EXTERNAL SURFACE OF THE DUCT. 3. DUCTS SHALL BE SLOPED NOTED LESS .THAN," 1/4 INCH PER LINEAL f00T / f i -TOWARDS THE HOOD. r " 4. DUCT CLEANOUT OPENINGS SHALL 1'1E PROVIDED AS' INDICATED ON PLANS AND ' STEEL .SHALL BE EQUIPPED WITH TIGHT-.,�IAVI NG A THICKNESS NOT LESS THANTTHATDREQUIREOORSSDOORSFOR DUCT.TRUCTED F DOORS SHALL BE EQUIPPED WITH A SUBSTANTIAL METHOD OF LATCHING, SUFFICIENT TO HOLO THE DOOR TIGHTLY CLOSED. DOORS SHALL RE SO DESIGNED THAT ;THEY CAN BE OPENED WITHOUT THE USE OF A TOOL. SHOP DRAWINGS Wt" 19E REQUIRED FOR APPROVAL. 5.r A RATED ENCLOSURE SHALL BE I NSTALLED BY GENERAL CONTRACTOR AROUND ALL DUCTWORK SERVING KITCHEN EXHAUST HOOD. ,SEE ARCHITECTURAL . DRAWINGS FOR DETAILS. f: q !off a - ---- - - I.¢XI Gt2 A I _ {s �Lx • ILLF ..�. ,•2; r 11 30X }hJ� Y ! 11D KiT��E�► r?�+..OG. (E� i�xl� GG Ayy sNGWN. PIPJ . TO foo CPMs10 r w,r. 1 b�G''' ►i�.'• 'U �1.-?nom 1� /I 20X w , I , 1 .1 A.G•; *, 4G 'J~'�' 'r 4, 2'1 KGO`^. t I :.'�c ='F✓1 Its --- --- -- -- — T ' "ti ..% '.. irF• I `�J^ �11 /1.•:'Y Cv✓'1 (9�%r'! ,.56.r. .y. %,, Y�,i., a.t:?C-f(? ' 4 Z} G4V t:t2ir►r 1 , ( .A — I '� / /' '!✓ `VG Y• '' iys 'f'M'4T`'ti � ,rJ:. ,•r?i'. n 20X20GdG 144 �! " .• z, IT ---- -� M 14�Iv _ n.1. To '15o�Fr'� N l --- —_ —_— _�i� ?OJ�LO�'✓ �� "I,{v, 1l00 Gr1��i __. l7 C' N = 1 ! 1 L._ .. ____--. —.__--" ?r/•O.ilt•��r -- ! _ ! — r � _ f.✓•(/ I — ,r,'��Y •'=4,A�iK�� .�f' •"'F f,�y'• .,;'x, � uj I - w _ X18 hf� , i - _ , C _ - - ---+-far I (sx'0'��• wowI ► I f� iF, ' a„ `� i "° ' '` M ''� _-46x0 G� 4 I -- " - �'` ' . '. ;• ; .. i le12 i �.. __�__..___-- t6v OrI - 1 FIX, . Mau x?,r f - 1- �I ! A 0-i I I •' k ` g � � r �•�cl�w, A,G• L��le - -�_�— �,xg�" �f.3, � 1.�'4��MlC�• I '10xi - �� •� ---- � I =�•. ���" - . I 4— Vom ` r V `\ , ow x�`� J ^A U. � t i i ( '-.- _� • ---_ _._ w�-_'.'�.-3L-. 3i---- __ _.._ _ -J I�- � I � SY- b C " p M>r 1 ?OxIi ! 1 j r YAC" /00 I I '' 4 ` ' Q i yfax� IDI/ 1�0>'-'1t�•l � ! �___-�__ T" E� „� G v '.tar, �.�.., � � �1 '; 1 x � ' 1' '� �, _ :__ _� I - - • IXC I �.xr ��� 2x U I2 ~R� _ + .. --" � IQ,�IC psi �•�e �rCr'r'J tl*c��u ` q KOOP �Xr.:Jer,il1 G��'� Gsip� tiZ IOxOW � 1:•ti'�0 / !� ! I I4x>4 , I I 'n1 �'E+.Xj. ;4> � � ,�r,,�,�• f!G'!' I I !� I - • _��� M�t� .. I M B `G�c k I I I , i tlOt'�y,•f��� : I U 10Y�F X-fiC,tZ� I �! r !E �� iQx�4 Gv I t=XrW�b; FAu EF-4 6WIT&H ! OQMMTANT. _ .. I �XIO X12 I I , I I `I'IO.; y .., ! ! r IRS. INC. 6r iC�MfJw C�011MIL fMW 217 NORTH ALLYN AVENUE - APPPANM loa oro � ;off ,,1A1.11rO1C �a l MUNI -U� t2ovM � - APPROM L0.4 • (��M u�T f-Ute__--�___ - , "N DATE BY REVISION REMARKS ''1 how hvi wed the Tltf• 24 >I`rAw Cors muon Star4wft 1o► NWR"identisl SuNdints wW the *lien sub =*w""Oft with thon DRA�WyN�G ✓ �• � 1 r iM" �t N CHECKED �t` DATE SCALE ^, I'-p' ■ JOB NO �� 2 Lw E�! - G NT�P EF-. �P11Ra►�DI`� �%�1 7 ' �"a AG 5 MAR rINlfc 3 R. GYM • ASR- `7•DI►Y 121,&1- TYP-T1 M� GL ZK. O*Y PASg T II�M Il R 5W. I`�o� .I� Cmc R i PT I o Mo u i N FLu,0 TY M NSA I L 4&T P, CNN rJ�" W I rw H 1 Nin e.D L4zK- Ito V. YO��'�{F�RMog T`T. �oA� �,/o �u�T Lt t a'T �. �-® G. D. GGlt.t N PI FFu4 eFt fix moo► pe 'r {QDpi. �y"'Koos �0 G. 71 R, GElLIW� REcoloMP. RCTUR4) • t 1 2!/ GIA. �.I. „p{,J��I[ �ITd�• [�[A�� �s'( M I�LA�iHI�Gl LB1!!:!. moi, "el U tj G.R.. cE•i L.I N RE�i1 SsT ER E}CNta U�sT) _ a ,, o�let ..��, ,,,,..�• M.V. D. MAN U AAL VoL u M e DAM 1t K t ♦� 4' �� bYTHIS I �►.c- 1,IIJ17 q huCF f cs 1i. D• 1 Rlz DaM P rx R 1 J- 1.ow VoLTAcSE �" Ie, n v,.aT10u �Gr t'�` w 1 RI rbc. by i,� yv%.^�! �Lt�,�c 1 CO.-� DUcT (� ' p rix.• ''LT T 1 '�Iav cot4 'R. G 'f' /1rK1� f-- '- -~ --4 (!�3 t�a(�1" 4 9P;r,.,iEl� �KMLINEL'ti'� r- -- -, ,a4pV I pm N'T �N "t -FF IeOol� Til �� ' - �T}--1 TwrA-T. �}I=RMo�'!ST w/uU AIT No. ' . AL•I _ Gkpu I rwH ANT H u M VC!� $ZooOF �c�4T lew- KAU ND t7UGT. N o T 13 9 #�E�► �llv f Gab L I t� hLE AKG,+ et le'J.''t L. �.4841 R yU PPLY t. 4L.L W RI N& Agg 0 rpu I .6H owo MAF w e D LL 'THIx M�Tx7 ibY ,_. - It. RST• RST u R.N bC uRN ICED p i LL�� by NIT MFR, wiry ,� _ , F AN T - o-GioL C. �eM ity44^UevT � .,fix rtv ?�•, nai.et p.%.�,5. --rA CL�GY'R 1 CAL GoN1'R�►GTOR• p o U o ,3, ;� ;.,•; ;�' ''�; 0� -�' ti r ; T N FAN A T .� ►� �• G P M C U�tC ir'�ET /F 41 it pftRM 1 N UTA oL WIR.r NIn UN6 , ge- FURN IgN GoA• U�b� • Low T toA ?. Gv�C DU 1T f�R w r+ L=w Wco avrAK bY QTRI cA.L wNTito►cjo R. C-241 V. co,a►Lv�a►N I ts.n Tyr. TYPIcAL s G Q ��✓ r � i,, !C., !� y���.,a !C.;'`•fj �i/+2 '''" �-� !.�.'f �,, �" , ' E x N l�+tl� �t1 � � �,. .,�,,fir. v�c ;,�-��,�'-.,, �"� , „.s , e ��_� r 3 fir- HCl EGtci 1 PM�t o!e G9.1G'1"�t SIG TQ KE M OYir 1Y•P,AS T1 Mac►� Wl7G U RE A T� --�3 LYI� �oaK Lot�vale ( l,J� i•oUvle p•iCiA� ' • 4x , ; • ., ,� cuR� w �lo S.M.S. d � , :.��� • � ,, ; :.�4 � �.� Cd SRI vPf-✓rG µ,'TY n - ,w. VC U R V uFb To A U a ewT �7 LE L 4 + ,'�'",,ry.,, ,.!-•,may ,art '4T'•..'rr t.�ti `b L` ' r�rui " "� `Y ^,ter' a'k`*�.rt*".r*xfi, . ;yam`' �` - •¢ v e, GI�J�lE .Cpi - P I tW4 FXLAj:�' �A, J AAS �?�..•�'5. G , SCAR R I ER" 1ZOOf TOP PACKAGE UNIT MODEL a480P0.14". COOLING % `` ~`" �` `� ,k"=• ._- ` 4 �_ �CAPAC I tY�140,!100 S�'#1 AT ARI -CONDITIONS.- 8.0 E.E.R. HEAT t NG:•',� ,K�,���'����. •..�•�,,;a�' ;,� � ,' ""CAPACITY 123,000 BTU OUTPUT, , ,. _fA 154 000 BTU INPUT. 2 NP �,' -� � �' '•�, -l-L 208V-30-60 HZ BLOWER MOTOR, W/(2) 10 X 10 LOWER WHEELS. � _� 18.9 SQ. FT. �.1 (2) 1/2 NP 2O8V-30-60 HZ CONDENSOR FANS. � �- •�x5� w I I 3 ROW, 13 8 SA FT >" ' 14 FINS/IN. CONDENSOR COIL. . , ROW, ,K:-w OPW�• FINS/IN.15 EVAPORATOR COIL. (2) COMPRESSORS* AT 25.0 >� RZb RATED LOAD AMPS EACH CONDENSOR FANS 4.6 FULL LOAD AMPS, , . COMBUSTION FAN AT 9O FULk. . g, Y 10AN KM. BLOWER AT 7.4 FULL LOAD AMPS. ,. _ r LOAD AMPS. MINI MUM CIRCUIT AMPAC I TY 78 AT 208V-30-60 Hz. ,�. ,;;• �` ,;r'° TO SUPPLY 3750 CFM AT 0.4 E . S.P. UNIT TO BE COMPLETE 6ACK-DRAFT gLmpeR �XNAU� DL E•NUM " WITH ROOM THERMOSTAT ASSEMBLY, ECONOMIZER AND CONTROLS, z V �-o �►�� E H �R LOW AMBIENT CONTROLS, HOT GAS BYPASS KIT,j AND FACTORY E7Y fA MFR > HOTE; IV LCZ✓p,�ION CURB. UNIT OPERATING WT. 2000 LBS. A,- �� ; R.; ;�JG AND cCar' ! ? 5kov�i� p��H L. 9 l R + o 5 ��` Nis-+E� �Hb �; 5 ASF- �Y "(ham # �- �, , •, U T °• y„.aw a^er" wax h ra a M.�k sk4.tt'x' 4 AA'naew - �r6 LL � Ac "CARRIER" ROOF TOP PACKAGE UNIT MODEL "48DPO12". COOLING 8.3 E. E.R. HEATING :_ t CAPACITY 120,000 BTU AT ARI CONDITIONS., • ►� �` .r c� ��r .r `CAPACITY 123,000 9TU OUTPUT, ' 154,000 BUT INPUT . 1."5 HP "' 4C � ' Iz l i�� � �� � �,,.� I.>' r'iC�+!J r�,'u '�1 T�� .� ;%..- � «�� �... �, � ,G: . C e 108V-30-60 HZ BLOWER MOTOR, W/(2) 10 X 10 BLOWER WHEELS . ;r t2) 1/2 HP 208V-30-60 HZ CONDENSOR FANS. 18.9 SD. FT . f-. ,, - 0 . Z -2 f20W, 14 FINS/IN . CONDENSOR COIL. 14. 7 S0. FT. , 2 ROW, 14 FINS/IN , EVAPORATOR COIL. (2) COMPRESSORS AT 24.0 E 4 GTKr�� N�Ob � LOAD AMPS EACH. CONDENSOR FANS 4.6 FULL LOAD AMPS, "�`' ,� ..• ��;�, ,� ty +BLOWER AT 5.5 FULL LOAD AMPS . COMBUSTION FAN AT .90 FULL ; G N WITH HI IJcL�CD LOAD AMPS. MINIMUM C I P•CU I T AMPAC I TY 70 AT 208V-30-60 HZ. �. .O�N�IZ }� t7LIGT 3840 CFM AT 0. 4" E . S. P. UNIT TO BE COMPLETE WITH ROOM G 4WW4 j , .`,THERMOSTAT ASSEMBLY, CONTROLS, LOW AMBIENT CONTROLS, ir �R i✓rOW HOT GAS BYPASS KIT, AND FACTORY CURB. UNIT OPERATING C ,- . WT . 2000 LBS. "EX I TA I RE" MODEL L01854 EXHAUST FAN TO EXHAUST 1605 CI=M CONSULTANT � B a 3/8" TSP 744 RPM 3572 TIP SPEED WITH 1/3 HP MOTOR J �N T4 OPERABLE ON 120V-10-60 Hz. UNIT WT . 200 LBS. APPP.OXI- d Ai 7fV- GURb WITH MIN. MATE FAN TO BE COMPLETE WITH BACK DRAFT DAMPER, BIRD f�H„ff�, INC. CIE �-� *.4-y•M•� SCREEN, PREFABRICATED CURB AND VAR I DRIVE SHEAVE. , EL�.�,,CAL CW4,Ki).fi§"AfeP 217 NORTH ALLYN AVENUE ��..,... ONTARIO,CA 91764-(7,;4� QW-4660 �t4 MEN. 10 S Gk WITH MIW- •."BREI DERT" MODEL LO-3551 EXHAUST FAA TO EXHAUST 3050 CFM ADV (,¢) l�(/,W� x !1�,2 a ;�I+�j '7 a 1/40 TSP, 800 RPM 3200 Ti P SPEED WITH 1/6 HP TEFC MOTOR OPERABLE ON. .120V-10-60 Hz. UNIT WT. 350 Lis , APPROVED APPROXIMATE. FAN TO BE COMPLETE WITH 24M HIGH LOUVERED I CURB, GREASE TROU(,H, ,DIVERTERS AND VARI DRIVE SHEAVE. . OBREIDERT" MODEL RLO SIZE 1t GRAVITY VENT. 'UNIT WT., 100 LBS.. APPROXI MATE. CPAV I TY VENT TO BE• COMPLETE N� WITH LeL1V1 &T WITH $I RD SCREEN APPROVED MIN �,� C� AtC•C • 1: A THERMOSTAT MUST BE INSTALLED FOR EACH UNI T AND MUST HAVE THE x... FOLLOWING CAPABILITIES: .00 A. SEQUENCE OF HEATING AND COOLING. 8. SET POINT LIMITS. TERMINATE HEATING AT Ar F AND COOLING ' NO DATE REVISION REMARKS k" 011 WMALJ IzIk► AT 78 F. �e 1 IeU !took WJW v PJCT 10 - GH t* 2. PROV I DE A 7-DAY TIME CLOCK WITH MANUAL 4YPASS TO PROVIDE SETBACK SI ZIP ; lGLA1!oN AR s�war � ~ AND SHUTOFF CONTROL. 3. ROUT I NE MAINTENANCE ACTIONS SHALL SE CLEARLY STATED AND I NCORL�L - j PORATED ON A READILY ACCESSIBLE LABEL, WHICH MAY BE LIMITED TO IDENTIFYING BY TITLE AND/OR PUBLICATION NUMBER THE OPERATION AND MAINTENANCE MANUAL FOR THAT PARTICULAR MODEL AND TYPE OF PRODUCT. ONE COPY OF THIS INFORMATION SHALL.. BE FURNISHED BY 4. THE CONTRACTOR TO THE OWNER. DRAWN 4. DAMPERS WHICH ARE AUTOMATICALLY INTERLOCKED AND CLOSED ON FAN CHECKED p c §HUT-POWM ARE REQUIRED. DATE c JOB NO 2 • - to of r c) 4 Z r ' 1 Ir a, I l � ..; ,a'�,�,°b"m}s.°kh�d+a�,`sMk?Wa lii!"`��.,,a•r + r 0 r •AK ���•ta„ S+�x�'1"�..i$+..c,a•...�t' +e.f .Y �'�IL1C �M'^«�- C xzy Gs'►iTt�'hiTl'!'�,GDwt� '�, G -8, 0 --, PARKIIJI! LO I.t6N11N6 TKANSOKMEk, v�KirY j l4 !q AND TD � ,^ �,•�GT +dA.. G"'� T ARJ� F.F�R �XAG REGtUIR�Mf� y WITH SGV � �a���r� � �, ` •°'� � u (T`fPIGAI. 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E T. 1 t +� M ✓ w' .yy,. ..�".aa '"rt'`'fi.. �,/9�M76dr M t,uy M ' "�,,. � 1 L rb Jw.�`!" sr..'s+'Rl�r+-• .a+.a+M'� s .n r r t W a I i.� �� •.,V: . `�...ch_ � y� •i.�.v�.r,� �k I ( A t� "�,'�1�,i .•r�t. y.r.y �,�aH,a..F�.s' x� —+ O ' I! ----- --� I• '" 1 �.� +,� r lu • 2,:� +.. h :7a..� • ,• j� 1. i t ,,,thy+9a» - ",,,. *r' " m"''*aww,, �� +Mu r r`-��z„ � � � � � � � "!( � �s .,.rg,,,r. - �,.� ?�- �� � ----- t`> ';rt:+�c Ys�n�'ry�^��^• ,1 `",oma"-� '`" � h , .,ly .�� * r�` r c �., n"'wl4h :"1 � S:' r` I V _ „R .n".w `s.. v Mv��:S"",s+�E�'„S§* 'a` J j��•.. _ C. �a,� LlSj 10 10 CONSULTANT --,S, \ T vwH AIJn DA(,KFILI, . :. Q A �V ,. � � W A`( ttrt:. ENBMIt;ERi, B� LE�TI�I lel L GO►J 7 SAG j O fC . O .C► C01WAT IG e+1a+11 N GONnUIT�GUNDUGIOR p�Y • 217 NORTH ALLYN AVENUE par �,•!g� -.:��' .ISI', hrG GO (1•fP) _ c„vrAA,o,cw vta"•t7141vee-4neo __ �KO�r{G�J ASD ''~;.•'�'AL.�"LI . !% ROTr* 24- hHI. P•2 . — APPROVED . 5� K 16A L., I 5-�- ':;;'L�"A k�l APPROVED I � - DATE BY REVISION REMARKS 14 ,have mviovald the Title 24 t Ow #WwResldaertia, BuIldo�s the OQ wLstarNishy with fhON DRAWN t''V ra�+,atwtK." CHECKED 'THA ` \ DATE ass �,,...... SCALE JOB NO 8 - ►q 0 I 'G ��• :� ,�. I G1iC� r ; X >�: � I `>'{f-���. (,/�✓Gi:.i�'�;0�. 'T`>*;°� J��GIr��°�10�1 I�t�l�� ;.,A1�lP� ��*���� 1��b�, � }�C _ . _ . '. _ - ._ _ _ _ � _ : _. ., 1. 'ALL TELEPHONE WORK SHALL BE IN COMPLIANCE WITH THESE DRAW- !zl 'I!,'�E✓ HPF -TI. RAPID *TART BAI.LAhT. INGS AND REQUIREMENTS OF THE TELEPHONE COMPANY. IT SHALL CONDUIT RUN, CONCEALED IN CEILING., WALLS OR CINDER FLOOR. WV;70- 4 -400 a Qu ! �� P.U^�Wr✓,''.% ? 13ALLAOT AWLS GAfAGI^TOR *HALL, PI✓ P 5,.24/fir a I � �I`A ! I�•�/ BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE TELEPHONE } -- — %' � GoMpL13"fE W1TN AU'fOMA?I GALL`( Cw t'V'> �/�-t ' t%�iJr�L , COMPANY AND RECEIVE COMPLETE INFORMATION ON THEIR REQUIRE- CONDUIT Q, RUN, UNDERGROUND. �0 t`i�CTU �. -�V� �T�•}::1 MENTS PRIOR TO SUBMISSION OF THE BID. THE ACT OF SUBMITT- ;t --' — - CONDUIT RUN. EXPOSEDs e-OaL wHrl i2�yE?'fA�LE uHE MAL f'RO'fP�'fORy • I NG THE BID SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONS I BI- RF6RE0,PFn A1. M UM P1 FFU41I%R LI TY BY THE CONTRACTOR TO INSTALL SERVICE IN COMPLIANCE , CROSS LINES ON CONDUIT RUNS INDICATE NUMBER OF #12 WIRES FRAHF- ) 1009v VIF.01N ACR`lLlfi WITH THE SERVING UTILITY AND TO PAY ALL CHARGES LEVIED BY CONTAINED THEREIN. Two #12 ARE INDICATED WHEN CROSS LINES Lt°✓ � ` w}II'>� �-40W THE SERVING UTILITY. A.I ARE NOT SHOWN. 2;x�?-' Leo r'�� NT re:A!":� THIGKWV40 M1W WHEEB AFPLIGAbL0 !"-8�'22��8 ','I�i Ff, 'LW 2. LIGHT FIXTURE SUPPORTS: CONDUIT HOME RUN TO PANELBOARD. LETTER AND NUMERALS IN- IQQ (A) ALL RECESSED FIXTURES LOCATED DRY WALL OR PLASTER -- � GDOI. WHITS CEILINGS SHALL HAVE A 1-1/2 CN-CARRIER CHANNEL ON i DICATE ELECTRICAL PANEL AND CIRCUIT NUMBER. - EACH SIDE Of FIXTURE. THIS CARRIER CHANNEL SHALL SET _ + r, .• b NUMERALS ADJACENT TO CROSS LINES ON CONDUIT RUNS INDICATE ' ON TOP OF AND BE WIRED t0 TWO PARALLEL MAIN CHANNELS SIZE OF CONDUCTORS IN LIEU OF #12. U-qCW f'I�Ut%'��1TiAL OF THE CEILING SUSPENSION SYSTEM. THE FIXTURES SHALL �.� BE MECHANICALLY ATTACHED TO THE CARRIER CHANNELS USI NG "T" INDICATES 3/4" C.O. . "Tl" IN- G I ��. �1' K•�. TWO 1/4 DIAMETER BOLTS ON EACH SIDE, PER 4 OF FIX- ,� 2,': TELEPHONEpCONDUITMRUp, M I';ktli '�' , y.,i-n�T� OK ,��'!'`IN t✓� >- Ute'- TURF LENGTH. :.; DICATES 1 C.O. , T2 INDICATES 1-1/4 • C.O. f ® FLUORESCENT LIGHT FIXTURE OUTLET. LOWER CASE LETTER INDI- (B) ALL RECESSED LIGHT FIXTURES LOCATED IN A SUSPENDED CATES CONTROLLING SWITCH, NUMERAL INDICATES CIRCUIT. ACOUSTICAL CEILING SHALL BE SUPPORTED DIRECTLY FROM THE FIXTURE HOUSING TO THE STRUCTURE ABOVE WITH A : CEILING LIGHT FIXTURE OUTLET,, HID OR INCANDESCENT. LOWER _.►.3 0!. ' ���� ;�1���Ti✓-L; r+� T GOW UThG�1,� MINIMUM OF TWO 12 GAGE WIRES . LEVELING AND POSITION- �` u O CASE LETTER INDICATES CONTROLLING SWITCH, NUMERAL INDICATES ;T LIOT �; oli" p� i�J', _ aLU +�� � 1t'� iNG OF FIXTURE MAY BE PROVIDED BY THE CEILING GRID. D FIXTURE SUPPORT WIRES MAY BE SLIGHTLY LOOSE TO ALLOW CIRCUIT. ,r )=M>�, �r a „ f"hr AS G ✓, T�NG�L - f I XTURE TO SEAT I N GRID SYSTEM. ATTACH WIRES RES AT BRACKET MOUNTED LIGHT FIXTURE, HID OR INCANDESCENT. LOWER DIAGONAL CORNERS. CASE LETTER INDICATES CONTROLLING SWITCH, NUMERAL INDICATES _ I W/EMER6,ffNGy a4Tr. PACK . . (C) SURFACE MOUNTED FIXTURES IN DRYWALL OR PLASTER CEI L- CI RCUI T. i NGS SHALL BE MOUNTED WITH TWO 3/8N THREADED RODS ,•» ,, .� � •� '-' W4 I Tri y' 2-40W :,6tiTD ,C- (PER 4' OF FIXTURE LENGTH) UP THROUGH CEILING AND # I w^..- � �►J✓��'�� e EXIT LIGHT FIXTURE OUTLET, ARROW INDICATES DIRECTIONAL. ` , . ` .IG 102��1 BOLTED TO 1-1/2" "C"-CHANNELS (1 PER FIXTURE) . CEILING, - SIDE, OR BACKWALL MOUNTED, AS REQUIRED. ATTACH "C"-CHANNELS TO MAIN CHANNELS OF CEILING SYSTEM. FIXTURES IN SUSPENDED ACOUSTICAL CEILINGS k " F LIGHTING FIXTURE IDENTIFICATION SYMBOL. LETTER INDICATES " ` 140 WHI'M SHALL BE MOUNTED TO SAME EXCEPT THAT EACH "C"-CHANNEL A 2 TYPE OF FIXTURE NUMERALS IN LOWER HALF OF HEXAGON INDICATE SHALL $E SUPPORTED WITH ONE 12 GAGE WIRE TO THE , � '•' ; u .` ;OD FIXTURE WATTAGE (INCLUDING BALLAST WHERE APPLICABLE ) . ! Co HUMERAL AT TOP OF HEXAGON INDICATES NUMBER OF FIXTURES STRUCTURE ABOVE (I N ADDITION TO "C"-CHANNEL BOLTS ) . REQUIRED. NUMERAL AT BOTTOM OF HEXAGON INDICATES MOUNTING `= ��- L`hD "°` 1- �a� 1- 1 X10 W 3. THE CONTRACTOR SHALL SECURE AND PAY FOR PERMITS AND FEES HEIGHT FROM FLOOR 70 BOTTOM OF FIXTURE. OMISSION OF 'Ff.%r��.IL ��'G }�T COvV},l :.161;7 A - �� # �,.DIJ14 NECESSARY FOR EXECUTION AND COMPLETION OF ELECTRICAL WORK, 1' i� INCLUDING ALL CHARGES BY THE LOCAL GOVERNMENT AGENCIES MOUNTING HEIGHT INDICATES CEILING MOUNTING. w;T >r i-4 �fTL11 1�OV, 1.F, ' . TT TTM INDICATES_ LETS . � 15o AND UTILITIES. SINGLE POLE SWITCH LETTER AT BO 0OUT 4. ALL OUTLETS LOCATION SHALL BE COORDINATED WITH ARCHITECTU- hA CONTROLLED, TWO (21 INDICATES DOUBLE POLE. MOUNT AT -- RAL ELEVATIONS PRIOR TO INSTALLATION. LOCATIONS OF OUT- `k .��' ;:� � *I +48 TO CENTER. LETS NOT SHOWN ON ELEVATIONS SHALL BE COORDINATED WITH KF,,f► ES/v PORG0LAIN yae-K1iT WHIT, INDIGA'T512 ARCHITECT PRIOR TO ROUGH-IN. . xf .`e�> 5� THREE WAY SWITCH, LETTER AT BOTTOM INDICATES OUTLETS CON- w' WI{Zir 40UARD 120V Ah t7RAW1WJ6, � " ' r`"x �" Px '�; -' �~, � �}' " TROLLED. 5. THIS CONTRACTOR SHALL SUPPLY POWER TO AND MAKE CONNECTION ' , ri w yy, ,•'\ .r'.Y•%41•r- J vim' 4�{"'Yw i 4 .'L,�:. ,-iL�l. -.�/i TO ALL MOTORS AND EQUIPMENT REQUIRING ELECTRICAL CONNEC- ,y�r� y ,� �- P SINGLE POLE MANUAL MOTOR STARTER WITH THERMAL OVERLOAD TIONS AS SHOWN ON THE MECHANICAL AND PLUMBING DRAWINGS, - r< �•- ti ., , ,�F m PROTECTION. "#'" 10I6ATtfh PILCIT 1.I19N1• INC7HELUDING ALL RESPONSIBILITYTOFNAL THEHORSEPOWER ONTRACTORMOOOREVIEWTALL BE THE �t = BRANCH CIRCUIT PANEL. MECHANICAL AND PLUMBING DRAWINGS FOR DUCTS, LINES AND SEE SCHEDULE FOR MOUNTING TYPE. . - K,EGW�r'�D WALL. MOUWTED AI*L r, 'fbXTUREt7 I - 75 W KAIWaff &TOOL, HARPWARa) F%,L`{ pRiaiSGIJLI B EQUIPMENT" N L &HY FIXTURE5�G0 F'L�jE Wi'1H !FRAY E - 17 bA�iKB'ifD ANO WE,A1NWyRPROoF • 4 M PANEL DESIGNATION. 6 UNLESS OTHERWISE NOTED ALL RECESSED PANELS AND CABINETS ,;y � �.,. f; `; . " W � U�1 ALUMINUM NO USI G, plt; GAIT • aC N ALUH!WUM FAGP.PLA"f� v✓/n►E GA51 DYL•UXC }�i!!H WGR FA4�-rOR G4W,A ' a ' �� �� SHALL HAVE 8-3/4 C 0 SPARE CONDUIT STUBBED UP INTO ACCESSI- �-`` rr •:�.' '� ... `! QS LII�HTiWt# V1HH91? , Z ioOleATe,y ►NGANDI%haWj. , INGAWt79*IG�NT 100 LOUVV?h 6,PrC-U LAR ALZAK � • SHALL 0t% A-(MOy A � B 15 (I5000 vel•) REFLE:L7pR '1�MP�R�D Gi.F.AR !9 WHITS 1�Lt.A�TCAPPED. � � �-�•••, •? , J OLE CEILING SPACE AND - I► �hILIG�N� 7. A MERG• VAPOR r ^ �� UASR�T ��AL D TO V, P T IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY I FY TYPE ' s" - OF CEILING SYSTEMS AND TO FURNISH APPROVED LIGHTING F I X- � ,; iii• + °'" I1G��hw lzDUND 6HAMPA&W6 I - 100\V *111TABL9 FOR DAMP 1.OGATIONI S MAtu-o TURES OF THE TYPE REQUIRED RED FOR MOUNTING NG I N SUBJECT CEILINGS " �" �' '1 22 *AMPERE FRAME". RATI N8 OF CIRCUIT BREAKER FRAME. (SINGLE � �`��'` � ?� V AF t : MERGUkY VAPOR MOLD �-23Y2 #: M� 311323 15/ 120V WHERE FIXTURES ARE RECESSED IN PLASTER CEILINGS THEY SHALL � r,�,,, � •� _�, V t LINE. DIAGRAM) . I BE COMPLETE WITH NECESSARY MOUNTING HARDWARE -AND PLASTER ; Z LICOI{•T FVTUK5 V,lr1H ALZAK a'T 25 FRAMES ��•. ' A T" NAMPERE TRIP~. TRIP RATING OF CIRCUIT BREAKER. {SINGLE LINE I L5 ALZAK REFi_5C,T01Z RSFLEG7t7R , MERG i .art a 8. EXACT LOCATION OF ALL CEILING MOUNTED LIGHTING FIXTURES � �,..kms +l+'h'r 5."'G ye,�P�" a�',�+,. d o K WH11ro '(R1M VAPOR AND SPEAKERS SHALL BE AS INDICATED ON ARCHITECTURAL RE- � }�a h�,� a, � U M N • ' r"k 4w� .' �' Adv AMPERE FUSE RATING OF FUSE IN FUSED DISCONNECT SWITCHES, - ELECTED CEILING PLANS. _ x� ;"u, • ; mac°d �; LL . 4 WALL MouNTI%b BARK 1 - 10ovJ . hu11ABt-� EOR WET LO�ATION . OOHW MANVILLE ETC. . . , SINGLE LINE DIAGRAM).. 9. UNLESS OTHERWISE NOTED MOUNTING HEIGHTS INDICATED ON £LECTR I- k �r I,GI MI✓Ru1�'-( VAPOR OIZC RDWZ� MBURY W11H PARK FKOW41I 6A-,T # 41Z -120- PJZ �j - 0108 CAL OUTLETS ARE FROM FINISHED FLOOR TO CENTER OF OUTLETS. M z � AMPERES INTERRUPTING CAPACITYM. - RATING OF BRACING FOR CIRCUIT J C/t��� ALUMINUM VAPOR ALUMIWOM GRID hIlARD 10. ,THE CONTRACTOR SHALL BE RESPONSIBLE FOR CUT-OUTS IN TILE `� Y a Z v � BREAKERS, BUS AND PANELBOARDS. {SINGLE LINE DIAGRAM) . � 125 �- ' ••,� ,. 3��: t-1C�HT FIXTU�� OR COUNTER SPLASHES WHERE RECEPTACLES, OUTLETS, ETC. , �._,. DUPLEX GROUNDING TYNE RECEPTACLE (+12" ABOVE FLOOR UNLESS OCCUR. * O 0 briOTHERWISE NOTED) . GFI ADJACENT INDICATES GROUND FAULT 11. ALL'RECESSED LIGHTING FIXTURES SPEAKERS TC. MOUNTED IN INTERRUPTER TY E. HtTYPE KGUIz� VAPOR GOP��R I 100K/• 60'(ADLE FOR WET LnC,A'TI013 KIM 'FIRE RATED CEILINGS SHALL BE ENCLOSED WITH AN APPROVED "' U DOUBLE DUPLEX GROUNDING` TYPE RECEPTACLE. A[.&r,,w1 LitoHl FIXTURE AND R- 40 # 61J- 2¢ M V ENCLOSURE CARRYING THE SAME FIRE RATING AS THE CEILING. �. k �RUNZ� M ERGUI�`( 12,. ALL SURFACE MOUNTED LIGHTING FIXTURES SHALL BE APPROVED FOR DUPLEX GROUNDING TYPE FLOOR RECEPTACLE. X25 VA POK DIRECT MOUNTING ON LOW DENSITY COMBUST I BLE CEILINGS . Y TELEPHONE OUTi:ET, MOUNT AT +12a TO CENTER�� "N" ADJACENT 13. THE NUMERAL(S ) SHOWN AT TOP LIGHT FIXTURE IDENTIFICATION C ` Z INDICATES WALL MOUNTED AT +54 TO CENTER. JM NPI "f" JACK.0WLA• . __, . SYMBOL WHICH INDICATES NUMBER OF LIGHT FIXTURES REQUIRED w INGAW0W014 DARK I - 40W �iUi'�ABc.I: FdK WB1 7GA"(IDNI KIM - SHALL � BE USED BY THE CONTRACTOR FOR HIS QUALITY TAKE- OFF AT BIDDING OR FOR DETERMINATION OF HOW MANY FIXTURES FLOOR TELEPHONE OUTLET. AGLBIJ i LlffH ; FIX'TURV 15iZON26 "f 10 3060 N J21 "WILL BE INSTALLED. _ THE CONTRACTOR SHALL INSTALL A LI GHT CONSULTANT I}J(,AhID�yGEWT FIXTURE WHEREVER A THE XTURE OUTLET LS SHOWN ON DRAWINGS. O JUNCTION BOX. 14. ALL PLASTIC LENSES OR DIFFUSERS FOR FLUORESCENT AND INCAN QU NON-FUSED DISCONNECT SWITCH. "F" INDICATES FUSED TYPE. DESCENT FIXTURES SHALL BE 100% VIRGIN ACRYLIC PATTERN 12, ENGINEERS, Inc. O. 12 5" THICK, MINIMUM. Vi0VAWAL 8 ELECTWAL OD"LP" ENG INUn {� CLOCK AND CLOCK OUTLET, (MOUNT AT +7'-2m TO TOP OF CLOCK IZEGt%ySrD WH►TE U - A-ou/ ��� T`(P� �'APRUphNT1AL- 217 NORTH ALLYN AVENUE UNLESS NOTED OTHERWISE NSK~ ADJACENT INDICATES SKELETON 15. ATTENTION IS CALLED TO THE FACT THAT THE CEILING SYSTEMS ONTAR1o,CA917". 6 (7M) -4W C7 2'X 2' FL-UOR5*eFWT RAPID RPMAIZK* # P-8522,�2¢;'URVPUP FOR THE MOST PART ARE CONSIDERED TO BE INACCESSIBLE. TYPE. REFER TO SPECIFICATiO•NS. M =IxTURE wrTH EM612(,��tG� START. THEREFORE, THE CONTRACTOR MUST STRATEGICALLY LOCATE BOXES, © THERMOSTAT OUTLET, (MOUNT AT +60" UNLESS NOTED OTHERWISE) . 100 13A'T>✓R`{ QAK 120V COOL ETC. , WHICH MUST BE CONSIDERED READILY ACCESSIBLE. APPROVED `'VHi10 16. 140 CONDUIT SHALL BE RUN IN CONCRETE FLOOR SLABS. ® BY-PASS TIMER OUTLET. (MOUNT AT +60" UNLESS NOTED OTHERWISE) . 17. ALL WIRING AND ELECTRICAL EQUIPMENT INSTALLED FOR MECHAN I- REG0ys WHI'rL q - ¢OW }PRUDENTIAL. CAL AND PLUMBING EQUIPMENT SHALL BE IN ACCORDANCE WITH SINGLE PHASE FRACTIONAL OR INTEGRAL HORSEPOWER MOTOR. 2�X4•� FLUOR6yG6h1T R.� • p-6�24�48�� }Zy/PR�,'Izu/ PUP , THESE DRAWINGS AND THE WIRING DIAGRAMS ON THE MECHANICAL }� - Q THREE PHASE FRACTIONAL -OR INTEGRAL HORSEPOWER MOTOR. Fixjugfi WITH EMERbFW.1y uJCL AND PLUMBING DRAWINGS . 200 F�A115;zl( pAK 120 V WHITE 18. ALL FINAL CONNECTIONS TO OWNER-FURNISHED EQUIPMENT SHALL 8E MADE BY THE CONTRACTOR. W.10. �IEATHERPROOF. . . ,- I APPROVED _ 19. WHERE FIXTURES ARE SHOWN TO BE DUAL SWITCHED, SWITCH SA CIRCUIT BREAKER. - UN9MCA0,10 ( FLUORf 60WT WHI'tl� 0 W ALkGO ° SUMK INCH I' SHALL CONTROL THE TWO OUTBOARD LAMPS IN EACH FIXTURE, HUflL, PA.010 ,9*14H VOL40 GONTKOI-, ROfBR 'T'0 W06IFIGA110Nb. FIXTURE • 1,10V GOO I. # VS - K41w- [/-re • 30K/ fgXSHAALL CONTROL THE REMAINING INBOARD LAMP (S) IN EACH O FLUSH MOUNTED SPEAKER BACKBOX AND GRILLE. 1 �;r . O WH I-T P, 20. EXACT METHOD AND LOCAT[ON Of CONDUIT PENETRATION AND/6R ...k OPENINGS IN CONCRETE WALLS OR FLOORS SHALL BE DIRECTED Ji t ) Equipment 'shown dashed is existing. $Y THE STRUCTURAL ENGINEER. __- 4��� Existing equipment with "E" adjacent is to rMai ft. 21. CONTRACTORS SHALL VISIT THE SITE INCLUDING SPECIFICALLY ALL NO DATE BY REVISION REMARKS AREAS INDICATED ON THE DRAWINGS . HE SHALL THOROUGHLY FAMI- ! t`IR Existing equipment with "R" ad,�acent is to be completely disconnectedand I LIARIZE HIMSELF WITH THESE EXISTING CONDITIONS AND BY SUB- removed. MI TT I NG A BID ACCEPTS CONDITIONS UNDER WHICH HE WILL BE RE- QUIRED TO PERFORM HIS WORK. t� Relocated equipment shower in new Location. � 22. ALL ELECTRICAL EQUIPMENT SHALL BE BRACED OR ANCHORED TO Existing conduit run to remain. Existing conductors to remain unless noted RESIST A HORIZONTAL FORCE OF 20% OF ITS OPERATING WEIGHTACTING IN ANY DIRECTION. WHERE ANCHORAGE DETAILS ARE NOT I otherwise on plans. SHOWN ON THE DRAWINGS OR SPECIFICATIONS, THE FIELD INSTALLA- TION conduit and, wire run to be �. TION SHALL BE SUBJECT TO THE APPROVAL OF THE ELECTRICAL ENGI- �R ng completely discc�amw-ted and removed back 24,-' �+E Cotr7ZAC1.Ort 'bHA" Ct�O��T'E ALL. 177C-M5 Fol OFFb7ZEET L1b4-r erTANDA� NEER AND THE FIELD RESPRESENTATIVE OF THE LOCAL GOVERNING ' to last remaining outlet or device. U��!!=`( m� ZOtzIsI�S�NTc� FOR HUGH WI;N `4 SFKVIW& UZILI'CY PKIDK '�0 /UBNi��i01+ OFT115 gIC AGENCIES. �� APV "X" 14 AG'( OF 4J0011T10 .sill; 61P >FIA�-1, 4A-5T1'U76. "• 0 FUU. 0� PQe. I DI 1 IV eF -rHro, A�#O1RAOO(t , CHECKED 7`'A N X indicates approximate point of interception of existing conduit run. r13. IT SHALL BE THIS CONTRACTOR'S RESPONSIBILITY TO DO ALL COR- "^��' Conduit to be removed on "ERN side of "X". Remove all conductorsprior TO ME..T ASL REQ• OFFAM-1 L&HTIWO IN GCHFLIAW__,t, WrTH TO *EKE iNh VJIL-11( INE, SAW CUTTING, PATCHING AND REFINISHING OF WALLS AND DATE p o to. , D A E � 2 cutting conduit. Exact location of all conduits shall be field verified. ANV A[~.C.}it'IEC1 Iz6PRP,�NIA-TIVI AN TO PAY Pok ALL GNAI+tb�� I VVls'v17 H 1H1:. ; ' SURFACES WHEREVER IT IS NECESSARY FOR HIM TO PENETRATE FOR - ' - 51WIPO U11141_` FOK 11 '* 144-(ALLAII04 5eKvlGi:h, ;WGLUrJIIJb wJ FHT -swuARV'r" AND HIS WORK. ALL OPENINGS SHALL BE SEALED TO MEET THE FIRE �E �r�.� FIXTLKF.� is'X%�FT IJP F I KyT RATING INTEGRITY OF THE PARTICULAR WALL, FLOOR JOB �` ' X4-0 i a. i r P qL IRIC M,0TIO MAIC! MV16I rAk�1, 4MA 4-4w ebe - I� 3p p • 110AT 110^1 11 0 AlAl D i2�AF ��yA�` D I <M 1 1 1 . xu 1 L MGA MGA G L_J L_J L_ JF AG-4 A,%'G✓ 1 r • ��.A 4.e''i<+LYwYx.1•r�Vr,.,�Y+of"/'1•S-•+ r•1 ?.. wFat4i u , Q '.Y�''• W � d At ci W CL pz •! _.,y.,,, yam? ,.. •yyM ,,'G•Lp 7 �► ~tom'•+ �-.. ',`y O w J ^ +r`7+' t� ; '""M1� �o" tom`• W �. FLUSH ` , µ _ c TYPES VOLTAGE 4kV BUS AMPS. po�T 7oP �}o+�Tr�J ��LIAK� 'n N vH p '6J�1; Uo�;,1� UhiinlAlKt;. PANEL �� SCHEDULE G�'I�JON o 4wv.I£-',�/'L iR.epc�K�a CIR. No. WATTS n' NO. AMPS Po�E OUT TYPE LOAD A LOCATION 3 4 1150 .r.. 1 II 7 • 20-0 � 8 WT 1 0 010 0 CO_ NWLTANT �j 11, .44 J 12 E_ 4 4 4- i r'f II ' t 3- G ". EA MIE S, WC. 20-d n, X� �iiIJAK 1 ERS 14 �1�DRT1i ALIcYt�J Av�NUE Pil�OIJ26�G1��1 Aw'}►�1UI�- 15 c�An�q.CA1➢17d4-fi�t�t)�-�eeo s u p��,� 16 T�l ANrPOK &*60, NokW) 17 i IIvLC ��OL-1 G0� . is APPROMED 19 N fto 1100 20 " II 1100 21 500 p i rp 11 22 2 23 24 15#n r 11'1 P�YY, i�r ^C r•�vi�Nl�� 25 26 , p APPROVED L-12A06 27 201 *00 — za D D �/4�IX 15''1, �. � s t, �,, ., 29 190 1 5100 AW, OR 601-it • � �0 30 0 � A-0 67, 31 20 _ �; ioDo 32 �Q t vOIrGI Gam' �' .+ II 33 1000 3a a � DATE REVISION RENIAM 35 g ev 36 � Al 37 D i, 36 o p 39 40 42 20 01 SUB-TOTAL 1 13 0, r` DRAWN P �1 I 42.9 KW- 1lq,2AMPS TOTAL _ l`1 K K I �V i_ LI V!H 7 N 6 1"A fV �2A P �57A I � -3 Q 110 yW►?GH GONT90"W , PIWIM ►N 96MRATO OAXK10900 40RPAjtIAJ 'T . CHECKED TMA - WIT* ANF, PAWOi, DATE SCALE N 0 u E JOB NO b;3- 14.0 .. .., .. ..: v..}w- ,.e. v Y .era-n,t,-T'ta.' ... .. '. .., ..' J'=;. A ..'.,. ., lti. �•� r f I , i Ti N o � t� � • • i y 1. : In general , the demolition plan shows all existing equipment that is `to r1 ro .be removed, however, electrical equipment r whether shown� on this drawing _ �.nor not, that is located in removed walls,'flonrs ar cal i i rgs *hall be . , ' '. L J {_ e ted. yeagoved ur►less otherwis rq r r • r xisting conduit feeds up through 'floor shall 'be cut off and }Mugged L� , flush with floor where existingwalls, etc. , are removed. Remove corrM- r-, i i n service. L.J L Atictors from thi s:poi at bark to last outlet rents n n9 - ., 30 !`It shall be the responsibility of this contractor to maintain continuity of all electrical systems. aqui prnent, etc. , remaining in operation which r r,-, r-1 i r as being fed by an abandoned outlet. 1Mtaintaining continuity shall con- . t L1+t��3 LTJ �� L_J� silt of re-routing of eondui t, wi rpt,, c. , ,as equ "' r i red. , 4 Al 1 circuit numbers and existing conduit• homeruns' shown on these draw- ings were taken from existing as-built drawings. It shall be -this con- r-i :•."tractor's res po ns i bi 1 i ty to verify locations o f home runs and xUust w' ." L J W L J ji:� L L 4 0 - Circuit numbers &cording to existing condition . if required. j \ S. -Existing circuits are .removed and not re-used shalt be identified on • .0a�1 sd wdule as 'spare". r-1 r-t r' � VOVJF. Y`( 5XACI LaGA'T 14LJ L OF I. T* W11N LAWPCAP�Y L_t.� G DR. ? P FSR 2 6. ti All electrical equipment rumved Thal l to .turned over to ow�aar i n as, s, r,,� 4ONTRA T C Y found condition. y L-1 ,, 2 t, 7.` •)Where new circuits are shown to existing panels, install new breakers r Q �Jmi ni mum 20 A. 1P) as cal led for on ¢rowi n41. 14.1104.i fY each ,new -�i rcui t ! r-" r -� _ orw.panel schedule. ---j -t Existing conduit may be re-used if adequately sized, :but ia ra case _ 41 j - shall any existing conductors be re-used. • OA g, MUKTIARf7 5 Pwe PAXIIAL "rs�TRiZA�L- DtiMOLITt>pN "W TH14 .bra i 1 yFi"I FOR APP111ON WORKtj 7A, qb 7�, _1 L J L.J �7" `°`tr•'4:..u, ' / 1 ' 1( i.w,dil.s'^ r -"'••" 't>'r f•,y `Y ,�,xf""'y�*..• r r '1 r �°��� i Acl• �I, 61KJ G lL :p�MDI,iT�aN, 1.AW. Y,0 1 1 o iG�+ GLA�i�QQ l'4 `J X-c3., �t0.0 M ± r~�. �. �• p �����. �k ��� ` •. i 1)l I I , 'ay,'. q ,k,... .,Av.-i.+,;a ,fir., .a-"".,,,.r - w „4".&,. y,�±;,r ..,. �. ` r � I ' � � y i , .. - '9(Iy,'� '1�''-.t�7�+,:r�1'•�"rSv'F1' ^'�.iT'�'r 1 l '- 11 I I �— - 1• � .. .. . :, :�':` ^1 f�'4•i o l r x1�y�' ','s""tTG +„'.�f tea«. ;� ' ;'' I _ ... .. 9y4 r4 �5"2 a U,",:,yla• ti G'w a-'9"^y,.� �,.^'A' Yw n I 7& ..� L. I w �. �— �_ r } _ ���-••-"' — i1t S:C,'rr"�N.'+ ,-ter.c.'.a -- �'"4'•''=' r'+' � +^1 a+.'t!�. I,,'� .. 1 J NOW *W tTa , � J.•••-•• _ - `� y .',y "`r1`�'�`}��^$l:`4'�`tti' 'yam" .,��1i p►'Y, .�'iK.��+1 .. r. ' CY M ~ q 100 � ,.. :, .. . � �� - � �•�'`, � ``' W yy �t \ L,J, '- . , " v' `w.a,•"`3 ,g,� _ tic ,rc•' .,it. T r� ,,,� { I ti • �rjhR ( O� :. , jL X-*i 0*A&I ., , .. ._ ,,yam .f ry>•r 7[r' . •}L.rY. +q9 y� '. tA lit lit _ 1. '� tI� .. "� "�p >:"�a y �'� �"+''ta.<"iy ��„�• i••'L" z 4P 1 + .•G 't� — E 'w'a 4 >•>y+. y ,{4n g �g lit �., ..� m r0 Ilk Uji lit, till I TLS Ic ''7 1014 I-NIS a 1 1 y141v - - 0 r 4 11 K7 {I yf 5 I ' IO iv I - !.2 I yi,� Sx►Si7 b!fid D ' - -- - to _ L_ - - - NOW CONSULTANT - _ ,.,_ ._..• _ 3 b x ..'217 Fvfla W�7c�Mr A,"c_aY�Nu. AVENUE VEAUE ¢ —' --, i 1 . � �i CA 01 t40 �i � X_OFF 1(6 X-OFF 144 1 k- dI+FKOO APPROMED 10 ell X- MULjI - Uga Roots I ^ii f - APPROVED 1 I1 DATE 13Y RE\nS10N REMARKS , tis � L A �► 1 - DRAWN "V too CHECKED TM A E . . SCALE 11= W_0 4 )o JOB NO 03- 140 y *. . fOROVIP0 IWOJAL1. AND 44NN0-&T NOW PI(val,114 1f P *WITGHi4 1N MAIN ooptvio PAwat., , hW►TGH00 yHAu, MA'IGH 9)(15T460 iN MAKO AWP YIF&K hHt.�T 1A6-2� FdR hly8sy R�611JtRt6y . i a I ��nF. yid � A.✓'w t�a": U R _ GO R A 0 TY , '�t—_ _ -- - — , R F\ o f- ..lp r6.5 t y. I ! r11Y- •+-My,x hx 101' w�Me,.°ku dfvr w+- hF+7� � v4 TM• M+atw,: ALL. 'r&LP PHVW5 1 k- G1-A�1hRdOM X•G�h�bR00M � �����.v. �k� � e 1 HtlMERUI,W IIJ THlyl PLN *I , I,E ____. 1 - •: >:.r 4 a.', A 1 AVY I&N T1;R141NAT99 AT EXlri ?J IW X•y rCKA(00 RH. 114. I a x i .• . I {I",/ r — 1� .. _. � � � - T.' re-s ":.'xS'ra r` F•trx.."' "' '79"Y'MG^: _ 18lo. 1 W GINTRDL P,�4JGL hUPPLi�G WI'fi� { y ► ; , � r S 'd• �• r '9i v4P AG UNIT GoNN�G G p��( I�1.4 TtZq OR P• PIsR � 'I w l GdIJ GT TY 2 1 .a. ., . I 1 Y ;. - —1••.r•---- , ,�"f G I I - -- �1 �-� •� ._.. ' r- : :T_-.. ..�-- -------•- _—__.___ . _._-•�'�- ,;,^',r ., `a' .,rr'y: onati' �•r�: N ,...____ : t71 IWEYolI�tZ ! ► (1N� MAIN 4ORVI44 Vi? 1114-1( X-hT01zAb6 I'I1NF1. MlrP' _ t 1t4 ! I __ _ _ - '"'" G• 31 •� ��� ox i } 1 I .__._ --_� .___..—,..1 'r; . y• t �4 __ —_._ . _.. "f'Y� fSP` 1i�,�"� i'iM�• �,.y�4`T �}. t o .ar:••d.�. j,� „Y .p,,1^•.'^"`y 3, ID1 1I " - \ -� '�">q � ,%. y tI•`�• 3x OXIOI H60 PAIJ�i• A I ;c` .., YYM i4�7 k y G-3� I KI1G I"sN � �iowexW Alt EXI4jTIW • b 'f�LPNONI3 i 18 �' TMRMI fJAl.l @�4GKI30ARn 1p1ai ' LS -•' 1 L 10 F "Jc }{ d 2 i _ TOO HM79;K W, � TO FxI� N(0 PA�1�1. A GIRGU 1 2L/28 ----� G 2b 28 1z A P- -GORRI DOIZ .,. �7 FiMOV� �X ISTINl� �JU 2 X � X-W OMEN � � / i G'� AN17 l�1h't'ALI. 3PA 2P GIRGUIT T3REAK�R ' `�• • " (- _ ` I1�1GfZtl;p t%X1yT{6, GONDUIT R N ANP 17 , MULTI • 4 „ # " — IN�aTALt. W W1R� IN GObIDUiT 1liDtGAT�• !t' , �ta � _ v N I Q t'i� M !`'� i: a•rac :ate ' r • �y/ f� 1!�/A1 /-/r t t • . r7 !+ M IYvp1 Ko o / { ".. ` I - ', • o 1 'YAS.' ?'' y.. , '''Y"+."r. ^ :u .,:ai►. } -, Ips yHes�•( _ _ - _ - ; v . ; 1 17 , t-r--r MAK>; cON�tl'G11oN 10 �#aoD y t 10 0X y"itNCS �� ���, ;.. ����: t L pVt► �? ' lym KA* ft1TGH / I II'�a 3�' - 2 (VWIFY r*xac►T t� AT.I.OK) T X' IZI;GEP IDIJ I (5� ;► �1 1, GIRGUI'( �r y ..M ! .� �. � � '� 1 - _ 1�2 G• NO 0�4kW FAN I I' ` _ t• _ �NAUST u AN F L yJ '' ry T 'ryI Nle ►y --+'� G- 20 4---- X UiJAhh 16t 60 I + WOM del.` - ! 1 I R X Ft�.� 310 i —= = 1 1 I 12 G.G I�tELT -to 1�c1�,ltltli u �-' I a� 9 i 7 X-MU11R- 19!<0R01)M I yTORAl I , Y,�' Y CONSULTANT �*�,._-;,�,U,�••'.•:, B N�GN .GONTKAG o -- - iN�IALVI%t7> GONWGGT1�t7 -- — WC*AXIC&6 ELECT ucA#.cOSIUAJ"fX"EM -_-- -- X- MuL ! • U ROOM _�___-_..--__ �_ I I I ONTAI"O.CA ALLY? AVENUE _-----� __—_ ._—-- _--� � 1 o�Asa-t7taj neo-� •1 17 w.P 113 I — : 10 .. � I •OF IGS -OF>=fG� •O��IGE , I APPROVED � . 1a8 � to7 � iob I APPROVED NO DATE REVISION REMARKS RAV—VN 0b J PV CHECKED THA/'&9P DATE C L,E—I to'-D4 JOB NO bb- 14 0 a . ..r 30 -...y'. .. •. ..rx, .k.. •, r..°.....v•w-.., ,,... ...ea .�.... r . . , .. ,L;. •v- .-•. ,. s ,,. ,. ,. ,. ,, .. + - .o /t ,« t ww ,... S r ,�^ 00 CRT _ _ r z 34 I� /ZII U ' 77 if I m A Ln I II o • 2 u y .a i .f IIC1It I I �- - ✓ I I - � �. ,aa" �r d`mrd.. y��X 1•• �"� "���= ''��Y t 6 h G •'hr`s"� e����^c_"•` R.w v"`re Aw /� I i ( •:- ± a a _t tiC Ys �xFyc f4 rI �Y k V.��� (I rje, z'S. { �r.�,yk``o'-5�,e,k e• '�� � �. _ � / V I ' � � - ' • A fd Yom' a\G"`` ��(�Y+r. �t N 4 •1'S.,�i.`� S�E�•.L.� w. ,,,,,�,.Jw 4:,r 1 w ^^ / I �-f,�Y ia�r. 1yiy �T'��'r'C•i••"7K f Q � � � _... _...,._. ._.__. . . _.._..__- * � ._ _. . �f�'�.Sw �,� .cry ly' q• r,:�,t�r wti`t� >iL,� .:_v, a � . 1 -- � � __ � - T � �pr�•i,.,C.- -r � dpi``,�.�`�' a �r'.'_ s'A�' , cc LW TLIn � � +'— --. __ .._—. _.------... .. i� _ _ �1` � � r^ Y r� ;.,�"`'r `..,vw`y,py � °m;»� '�H6t",w''�,' ai[.°'•'`i idet ,y`��.''. v II v o � z WQ z ' 1 �� � ►�' CONSULTANT ;— C��-t�Zl�'tbR 'tom (Z _ ►Ii � _ L�15 gary miller, ASLA { L ► J I� ILI 1�UR- ' R.� P� L� Ptlo�...t c' landscape architect d I P.O.Box 662 811 S. 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