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00-1236-001 U Lu - - cp JU W Q w E -- - - `` TO THE BEST OF MY ABILITY AND KNOWLEDGE 3-1/0 THW IN THIS BUILDING APPEARS TO BE IN COMPLIANCE — 2° COND. _--- ---- ----- - WITH THE SFBC AND HANDICAPPED REQUIREMENTS / ELECT. _` FOR LIVING AREA. / 1-1 E PNL. - _ -- rom A• ELECTRICAL PANEL SCI�I,:IDULE 1 DISC. BREAKER - / PHASE (�) PANEL CIRC. C.B W'R C. VOLT DESCRIPTION WATT NOTES \\ / 60 INTRUSION AND BURGLAR NOTES, CHAPTER 3�o _ / FUSED AMPS C1-2 20 #12 1/2" 120 GENERAL LIGHTING - 480 160SF X 3W/SF 1.ALL LOCKS ON EXTERIOR DOORS SHALL BE CAPABLE OF RESISTING 60A 3 20 #12 1/2" 120 GFI 1500 A FORCE OF 300 LBS,APPLIED IN ANY MOVABLE DIRECTION AND IN 6 D'I P -- ACCORDANCE W/RESISTANCE STANDARDS SET FORTH IN METRO 8C. 0 0 2.ALL SINGLE EXTERIOR SWING DOORS SHALL HAVE A LOCK TO SE KEY OPERATED FROM EXTERIOR W/A MINIMUM OF 6000 POSSIBLE KEY o #4 CHANGES OR LOCKING AUXILIARY SINGLE DEAD BOLT WITH HARDENED ATE DESCRIPTION BY 3 TOTAL:640W ,0 0 GFI 6'-0" -- 19BOW /240 = 8 AMPS BOLT INSERTS. (� 3. SINGLE,SWINGING,EXTERIOR DOORS, IF WOOD SHALL BE SOLID CORE OR 2 o PROVIDE 60 AMPS PANEL 0 O Wfm -- I NOT LESS THAN 1 5/8' THICK. 0 — FINISH GRADE WP 2 �\ ELECTRICAL R I S E R BOND TO DRI COPP.GROUND PIPE _ I 1 AND FOOTING REINF. GOI VCfRETE WO N COMPRESSIVE STRENGHT OF CONGRETEAT 28 DAYS SLA-5 ON FILL 250OPS1 \\ // ALL OTHER CONCRETE 3000fosl MAXIMUM SIRE AGGREGATE 3/4' -I �t_311 TILE FINISH 5'_01, 'MAXIMUM PERMISSIBLE SLUMP 5" REINFORCING STEEL SHALL CONFORM TO ASTM A-615 GRADE rom d L TILE FINISH FABRICATED ACCORDING TO THE MANUAL OF STANDARD PRACTICEFOR DETAILING �, :'' y U_ L.� N. / � MIRROR REINFORCING CONCRETE StRUCTURE LAP � -�,��' [� ©� SOAP 24'X48" CONTINUOUS TOP. "•c ` 1�IN 8 CLEAR COVER FOR REINFORCING SCALEI 1/4' = 1'-0' i GRAB W d W BAR V. BEAMS AND COLUMNS: 1 1/2" x .;. : �'� t� '•, a' SLABS 3/4" �. ° _ FORMED FACE IN CONT,4CT W/EARTH 2 SC I�U L m m UNFORMED FACES A FAN REINFORCED BARS CONFORMING TO ASTM A-rol5 0 0 - GRADE tom PAN NO_ EF- 1 ACOUST!CAIY INSULATED I '-(o° '-8' EXCEPT COLUMNS TIES TO BE GRADE 40 HEAW GAUGE GALV. I EXH. DUCT UP AREA SERVED TOILET STEEL HOUSING I TO ROOF CAP GO _O /� r I L,ccA I r I ON CEILING \��� � � 1. Unless otherwise noted (u.o.n.) on Plans or in the Specifications, the QCJ.E following General Structural Notes shall apply to this Project. C1=1� �O WHITE FINISHED INTEGRAL ALUM. � GRILLE --- %r BACKDRAFT DAMPER / 5155 2. If any errors or omissions appear on the Plans, Specifications or other \ , / documents, the Contractor shall notify the Engineer in writing of such T�1=E I�RI Y D I� C I T omissions or errors prior to proceeding with any work which appears in /4 MF R �l T Its IG ,/ III T�F I CAL 54THFOO� ELEV. question. In the event of the Contractors failure to give such notice, f�l I f-i I V ICJ WON I/4° = 1'-�'I he shall be held responsible for the results of any such errors or E:1=_�CT�IC CN��,4CT. �2O � -�oO CEILING LINE— omissions and the cost of rectifying the same. i"lANUFACTURER NUTONE�QT 1 Q Y MOUNTING BRAKETS (AS REQ'D) \ / 3. l o not conceal any work until required information is recorded. All Q � / locations for future connections or tie-ins shall be left unburied and —— uncovered until the Engineer record the information. 4. Wind Loads. See Cal'cs. attached ; C:ONNEC:T TO SANITARY SEWER CEILING EXH. FAN DETAIL R. U M 0 Tl�_Ij 0 N sne� �— SCALES ::4' = 1'-0' IVDO MrerK.nd w.+ale Dart. aeoaR ro roigrte eue lm'—m' 4 31 " KJ( '-411 r^, WALKW/AT' _ 1 INTERIOR MEN 1_( II L '/ , 1 W STOR. 01 A 311 -611 41-m" 41-OI II 0 � t 0 0 �� WALKWAY f f li O � o00 .... r'; in FD 0 I _ HANDICAP MINIM REOUIREVENTS. � MINK i 1�1E3f " � "x)!2' +olt MOP I �1q ��y Myl OI�� i1 VGH4 i i, 491� © r'�•Ws+l.• I I ALL. Yr X 6T m�.M�V I l� d •1�k"W s t F1' ��. I 1— 2 I I Cd t.4ig 1.U01"I 6. i STOR. 61 I I OVA �� Q tSEAT 19' 020"A,F.F. 5--21' ' 3--a" A_ b I I '�� 1/ A.F.F.ELONGATE * F1.VALVE 40 APA. 1 MROL VALVE LEVER UPS � fi 1 _ d' couc.sLAe W/L`x6'-Imnm 1 ZP 0 IUWM ON MECH.CCT`PACTED FIL V I' .$ TUBS TQ COMPt.Y1�REt i 9 O 1 R ;RAtN IN POOTE ARM i I I I MCI? WXIMUM 40'".P.70 80tM 3'-8' �'-411 I GRAS"AR 33' 1b1UM T070P 11WOM6 ol 1 ° $1t iC3 WIMUM MMF.F. G� 101-01 e I I DRU`-1.FOUNTAINS WT0 TOP OF SF I �F MA lMUM '"Alf, wr 0 I I ' INDICATES LOCATION OF 1/2" DIA. ANCHOR Q N I I BOLTS. o 000 TO MILL* wwwoommewm0mrva ROOF TRUSSES MUST BE IN LINE WITH ANCHOR A „I.L CE APPUESIOAMMOSM _r BOLTS. DRAWINt Y . ., 4 �+� JAM m 16'x24' CONCFTG. CHECKED B`' / W/205 DIA.5;':S CONT. HB C i 48 hate lb g r,you dg DATE I 0-0.20.00 ;ti�oa1191orr �qf� "','•� PROJECT NO. �0' °: 00-f�72 • I1 '``--/ N ' DRAWIiVG N0. F I 2A _ It's the Law! '�'�' � ' �� �� l �` - 1-800-432-4770 tit f �` FWr� SCALE, 1/4' = 1'-0' SCALEI 1/4' = 1'-0' 8url�Fls BhES Cro Cal d y: OF TWO , (( yl .. - i.. ; - .4i. ..:.ia•Iii,