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U. r z O z W 0 z 1: U W N © M5 LLI -3DGm 6" TRENCH 3 KITCHEN 102 FEMALE CELL 109 - TYP. \3/ CORE DRILL 6" DIAMETER HOLE ' -` 'CENTER LINE AT4" ABOVE __ 6" WIDE SLAB CUT ;; ::•�: � a '' _ REMOVE CONCRETE AND , FINISH FLOOR DEBRIS TO A MINIMUM OF 4" J uj 6 " TRENCH rOURAINLINE LAUNDRY IENTRY 1 113 MECHANICAL 1 116 a CUT AND REMOVE CURBS O JUVENILE COURT SERVICES 117 Ap- �, TO LEVEL OF 111 FINISH � - Lo 6" TRENCH TO DR INLINE' •Q• LD ? 3=+ 6" TRENCH TOpRA1NLINE'. - - MEN WOMEN >- Z -0- -3 104' o �,o / 118 a 118 b Z oa n M / / //� O H rn �, [SHOP 112 �I EQUAL. EQUAL 4 in I .� w z ++ I EQ. EQ. CORE DRILL 2' - 6" DIAMETER HO ES AT � Q R - 2" WIDE SLAB CUT z i ELEVATIONS AS SHOWN IN 2 Z REMOVE CONCRETE AND �- W -a _ DEBRIS TO A MINIMUM OF 3" o ra, F.I .. / ` - O N G z z o Lo ' CORE pRILL 2' - DIAMETER HO SAT CORE 2' .6" DIAMETER BOLES, CORE 2'- 6" DIAMETER HOLES, W CORE 2' - 6" DIAMETER HOLES, IM N ti ki - CUT AND REMOVE SLAB CORE 2' - 6" DIAMETER HOLES, - -- I LU O M u. i •..:' �" +'-. ELEVATIONS OWN IN 2 ; SEE 6 FOR LOCATION CRITERIA „'w SEE FOR LOCATION CRITERIA SEE e FOR LOCATION CRITERIA i SEE FOR LOCATION CRITERIA z — - LU Co S W W U. 0 I 5 12' -4" ° '7 �' C,4 cc CUT AND REMOVE MASONRY AND /OH S 3 _ O CIA CONCRETE NECESSARY TO x ? 5 yr r C RESTORE TO ORIGINAL OPENING n o \ CORRIDOR 100 CUT AND REMOVE BATTERED SANDSTONE TO 4" BELOW � CUT TILES AND REMOVE EXISTING FINISH FLOOR LEVEL DRAINLINE SEE 6 TO THIS LINE SEE 6 2 1--CUT AND REND E MASONRY AND /OR a 7.Y " RESTORE TO OR GINAL OPENING HEIGHT CL � F' I — - SEE 3 I 5 EQUA_- __- �, EQUAL _ J Q o ;, •`:;''< STAIRWELL 105 - - - - -- . MAINTENANCE OFFICE 114 PROSECUTING ATTORNEY 120 z - `� i I � — -- -- SEE 3 :�: x 1 L 1 1 1 1 1 1 5 ui — ------- �DIU' -- W —7 Q------ - - - -—+ P^ 106 107 CELL BLOCK BT-1-1-0l { � 122 �� -- \V Fm 1 cc rz "wIDESLABCUr /�---------------- - - - - -- 121 z 1 REMOVE CONCRETE A14D DEBRIS TO MINIMUM Of 3" - - - - - - - - - - c(n Q SE108 - -I -- ------- - - - - -- -- - - - - -- -- - - - �" rn J S —� Q �F zap y� � CELL BLOCK A t-AP>i \ \ z 0 F7 T- _ Lu C� / �� - - -- Z o Ec UJ o. c� � w LL Z 4'- 2"j 6" 6" 1 1 zp 0 1" 1' 1' 3. 6" Andes rvp, 'cc pRILLING /CONCRETE SAWING PLAN NO SCALE r_/ Lu W NORTH o DENOTES WALL AREA TO BE REMOVED, � a SEE DRAWINGS FOR OPENING SIZES « AND ADDITIONAL INFORMATION DENOTES CURS SECTIONS TO BE REMOVED, SEE DRAWINGS FOR DIMENSIONS AND ADDITIONAL INFORMATION NOTE: PREDRILL CORNERS BEFORE SAWING « a TO ENSURE CLEAN CORNERS r - U z a X!$Tlt�t>- GG21�_iJTt(3i�i i IJCJT €:.1EtFiI DEATH 4A uAti7aTCNI. ` ' ON SITE AT Tlk4 EO C q_ M11CR3E'' Al CUTTING, V,�Rij:Y_ ET , „ IS , uj �1L1 ARChI'P ; 'T'Afi TIAT FQl1., O O w I �� UU❑ EXtSTtI4luIASOI , �l i IN04Q'DC3QF'' ;E 1 / �. ac }RQUBLE BANE SAS, I'AB T 3`1S "4 Lit.,PAINTGRA 7 WOOD tX�4A SE 1tk 4' -0" ; j r � . , ,� r> co'v' s co LAN � EXTERIOR DOOR j > � n co CAI.;* y 1/2" s 1, - Q.r • � Q c� a� �#, u. •- .- c � _ _ 1X1 L] Z r'a W O REMOVE EXISTING CONCRETE; r _ 4 <E• w t- > TO RESTORE TO ORIGINAL I ORIGINAL OPENING ORrItVAL OPENING o U '� OPENING - - L 5" X 3 -1/2" `X 3/8" ANGLE REMOVE EXISTING - SANDSTONE,," "'� � � 5" X 5" X 3/8" ANGLE AND MASONRY TO CREATE NEW DOOR OPENING 'EXISTING SANDSTONE'! 'SLOMDOWN NOTCH BRICKS AT SIDES _ - — TO COVER BEARING PLATE _ 3-1 /2" sO SECTION EXTERIOR DOOR WELaIN,G AT .STEEL, LINTEL STAIRWELL ELEVATION.�:� 8 SCALE 3/4'. c T � 0 � GALE � 1/2 OF FULL � ALE F /2'�� ,, d''�. ca 14 w 4): 6 ILL Lu o T a • CUT SLAB & REMOVE,' z w CLEAN EDGES & � � O LEVEL BOTTOM N Z FUTURE CELL DUCT, OU HOLD 1" "FROM 5" X 5" X 3/8" ANGLE 5" X 5" X 3/8" ANGLE WALL BEARING PLATE 20'�X 3 -1/2" X 1/2" BEARING PLATE 20" X T' X 1/2" n n r " " o THQICKNESS OF WALL GM ENTIRE'}: 10" GROUT DRY PACK BED GROUT DRY PACK BED �Fw m 14" RACEWAY CUT AT SLAB ' ELEVATION AT SINGLE DOOR q ELEVATION AT DOUBLE DD-0 9 SCALE 1 1!2" = l'- 0 SCALE 3" = 1'- 0'' 4 SCALE 3" = 1'- 0" u LL uj " 4 P ,) M *VARIES cn 1 314" OAK - / �� INSULATED TEMPERED GLASS PANEL t �y��t 8"'$7�C�1P BEAD /i cc 'SOLID ASONR ci co j m own iv IL 1/2" STEEL BEARING PLATE D AT JAMB.: SEE 4 AND 5 4 314N OAK STILES a Q Q INS ULATED, TEMPEBI D,' —� S,. 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'1• {IiL. -- ..�q.<. _../i ; ;7: V••.'wi 1r ll. fl. \' •,� J.l,.•.'. /•ISiJfC. �'. � sj(sl�.. u, .I �H 4, . -- •�•�1 �� _ • u I 1� i !, P a d 0 a ",� 4 Q e R a A d �Z a z NN Z' xa� wma N 0 w cc a 4 a M 14' -8" P O N OD4LL r N ca Z o O w O r` Z x ..- 6. -7» 11• -7" {11 a w I— > p xaw N %QuoCC in KITCHEN 102 FEMALE CELL 109 N "O o °O r 4' -6, l 3' -2.. o U N m LAUNDRY 111 ENTRY r 113 MECHANICAL 1 116 N W b m CO }- Ez CL tvIx o O � .�- 4' -5" 9" 2' -0" 2' -8" 1' -11 20' -2r 11' -1 "_ 6' -5" 9 -0" "pp co a m O a r r W Z z w 103 104 w p ry N w o M SHOP 1121, }- - Z co va g••6^ 3' -9• 10'_0» T 6" = co N 0 m co M N Vua m 2•_7^ 2• -g^ 9' -5" 8' -6" 2 -11' 8' -8" 14' -3" 3' -1" 1' -9" 44" 4 - -2" 1' -3" 5' -8" 10' -6" 10" 2' -8" 11" 2' -8" 4' -8" 3' -0" 11'•14^ Z N WzZ° CC cnuM W x p LO LL LL o o W r00i w ►- CELL• BLOCK A 1 101-1 CORRIDOR 100 I m O o ate 20' - 4" L L 14• - S" I 1' -11" 2'- 3" 26'- 7" 2--3' 17 5" 2'-3- 26 7" 5' -7" 2' -2' 5' -7" 20' -1" 111-9" 2' -8" 6' -6, 5,_0, T -2, 3. -0, T -9" N 0 4' -9" Z-8" 4'-5- 1' 6' 10' 7 4" FM ❑ -- TAIRWELL 105 „ - -- -- MAINTENANCE OFFICE PROSECUTING ATTORNEY 120 ry 11 � � O V r�------- - - - -'' LJ 114 ujI I I I I I I LL w 12' -8" i, - - - - -- 6' -9" 2' -7 10' -10" 2' -6 4' -0" a V N 0 - - - - - -- n 119 (V � __— __ - - -- V -8" 2' -9" 1' -11" 7" Lo 2' -2" 6• -4" 6' -2" 2' -3" 20' -2» 20. -2, 16'_10" c7 ^ N M 106 107 CELL BLOCK B 110 V F, OTVERIFIE 6' -2" 2' -7" 6' -3" 1'•2" 2' -6" 4' -0" 0 0 7" 4' -5" '-4 r-0" 2•-9'- 1•-5" l 15' -0" �I 12'-3" (V 122 Fm (7 (V N M. 2. _1 _ ___- __- _---- - - - - -- _ - -_ 121 Z Vin L---- _— _— _---- -_ - - -- - - - - -- `p/ Q 108 - _L_------------------- - - - - -- �., co N F y o o Z F� o M z o ¢ ® z v Z O cc k" p a O 'y�+ U �crmLU w LLB LcLc' W. LL. F- Z LL. 0 0 FLOOR ,AS BUILT BASEMENT N U� cc UJ NO SCALE NORTH U u_ w .� 0 9 n e P 0 l'- 2" WIDE SLAB CUT REMOVE CONCRETE AND DEBRIS TO A MINIMUM OF 3" CUT AND REMOVE MASONRY AND/04 CONCRETE NECESSARY TO RESTORE TO ORIGINAL OPENING CUT AND REMOVE BATTERED SANDSTONE TO 4" BELOW EXISTING FINISH FLOOR LEVEL ` v , J TYP. — CUT TILES AND REMOVE TO THIS LINE MASONRY AND /OR JCC G rVl'1 wt.n i ivrv��.ni i cnir� ENTRY 1 113 CORE 2'- 6" DIAMETER HOLES, SEE %2 ` FOR LOCATION CRITERIA CORRIDOR 100 Jtt /.. L \ rVH LVLH I IVIV 1, Y11 I tF11H 119 JUVENILE COURT SERVICES 1 117 CORE 2'- 6" DIAMETER HOLES, SEE %21 FOR LOCATION CRITERIA PROSECUTING ATTORNEY 1 120 121 DENOTES WALL AREA TO BE REMOVED, SEE DRAWINGS FOR OPENING SIZES AND ADDITIONAL INFORMATION ElDENOTES CURB SECTIONS TO BE REMOVED, SEE DRAWINGS FOR DIMENSIONS AND ADDITIONAL INFORMATION NOTE: PREDRILL CORNERS BEFORE SAWING TO ENSURE CLEAN CORNERS NORTH L Z Z Q J -i W Ix I^ pW m IzZQ OO-1 UUO. A W 0 a a a M Co p>� to 1�- 04 1� ?- N M OZ °Z w 0 Z U W N 0CCSQ W �GUGCC Q U m :1 y.. O a W a H Z CO <A M Ow Ill ZN� N N M W CC Z I LU LL U. Q M W w I- N N CC o 40 0 z O 1 O z Lij LL �uj v .► 0 m Fm cic 0 z V co a M co F Z p Z oZ Q Z /R UNZ J_ z 0 CC cc LLI ~ p , 00 x a O U H LU � i N Z UL o O uJ N Lu Lu w 00 mono T Q. I �f 4 0 n 0 6 a i to N O N .i 4 M .I 'v \ Q Q M Q M r. �/// /// i EXISTING CONSTRUCTIO1 'i to 8 SECTI SCALE NOTE: VERIFY DEPTH OF SANDSTONE ON SITE AT TIME OF CONCRETE CUTTING, VERIFY DETAIL 7 & 8 WITH ARCHITECT AT THAT POINT 2XVS .DOUBLE PANE SASH' RABBETED HEAD CLR. PAINT GRADE WOOD DOOR SE 10 5 PLAN @ EXTERIOR DOOR 7 SCALE 1 1/2" = l'- 0" REMOVE EXISTING CONCRETE TO RESTORE TO ORIGINAL OPENING - REMOVE EXISTING SANDSTONE AND MASONRY TO CREATE NEW DOOR OPENING - EXISTING SANDSTONE SLOPE DOWN NOTCH BRICKS AT SIDES TO COVER BEARING PLATE EXTERIOR DOOR 3/4" = l'- Lo I i 3 -1/2" 5" X 3 -1/2" X 3/8" ANGLE 5" X 5" X 3/8" ANGLE 5" SEE ADD -1 C w CUT SLAB & REMOVE, z w CLEAN EDGES & 2 LEVEL BOTTOM N Z T FUTURE CELL DUCT O r -- -r - 5" X 5" X 3/8" ANGLE • • 5" X 5" X 3/8" ANGLE ? q a o o L1 -� �_� �b °° o ; �o� 5" X 3 -1/2" X 3/8" ANGLE 5" X 3 -1/2" X 3/8" ANGLE BEARING PLATE 20" X 3 -1/2" X 1/2" BEARING PLATE 20" X 7" X 1/2" L 10 "' © GROUT DRY PACK BED GROUT DRY PACK BED T RACEWAY CUT AT SLAB y %SCALE 11/2" = l'- 44 OAK iULATEDTEMP ED ASS PANEL r- -STQP BEAD / s° 2' - 2.. s'' 4 3•�n ELEVATION AT SINGLE DOOR ELE1 %J I SCALE 3" = 1'- 0" 4 SCALE 1/2" STEEL BEARING PLATE 1 314" OAK STILES AT JAMB: SEE 4 AND 5 -- INSULATED. TEMPERED, GLASS PANEL 1 314" OAK RAILS 3 SOLID MASONRY \ �-5" X 5" X 3/8" ANGLE-1 _ 1— _d -5" X 3 1/2" X 3/8" ANGLE SEE T— II 6e. II — — SAW THROUGH FIRST WYTHE EACH SIDE NEW OPENINGS 3„ =1-. DC a J o fw d oct) I- Q O j w LL S I 00_ 3" = 1' 0 ♦_ Z V Q Z� J -� w W Fu N WUQ cc Z I — OQLu UUO 2i w O CL CL a ti M co > Ln m co co:w O H COMLLr Z > N Z h7 O Z w O M Co 0 ¢ _ ¢ w Lu -i x ZN� Y 0 U J m CL O F— W G z 0 0 z uj cc / j V , M 0 �= W 0 Z (a) co co cy) Q Z O Z Op Q Z �r UZz. Z Z O EE p ( 0 w ! cL 0 LLJ � U w I'f W L z LjL p 0 uj N � Lu �q d U- N� �(� ■}d r 5 H Z tO V) 0 w M Co Lu ZN� Lo Lo W=ZU) L'0 ) (7) W � O M N F- o O y.r r d � z 0 0 z uj cc / j V , M 0 �= W 0 Z (a) co co cy) Q Z O Z Op Q Z �r UZz. Z Z O EE p ( 0 w ! cL 0 LLJ � U w I'f W L z LjL p 0 uj N � Lu �q d U- N� �(� ■}d r 5 *h a. x •. r4�f 1• • A ` i J ` S ".F � � r /�. 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'(<4 5. p�', nYi+ _ i.- •:k �� I � •�� ~~/�I "I ti.. %�y3 Mme;% iiy �1� `vt t�i� ��. ,��`�� �� � ` ���� ;e. 3 , � i' n• r -.g �•�•=+ Iillllllll �,,. �� '.>� � . �<��.:�� it ass f 4 't; 1 ant �a/� l , •J, r • a. r, ! w /- � C1: f .�.. ,�„ �\ Ir"li. /d 'F y r • O••• • • ;� f/\ `�• c .j •a3'S• t- ^.. -:.,. i'° _ 'a.. -. i r. yw. 1 4"rl fey ^�e!i � ..r .! •� \L �� -�i :�L�{�` � ~-� J 1 1 ` �- .T' /�"r rjls "iy,,j: �:�T 3 , 1 \.�.UiA! - � �4 r 'ter \:: -'R;1• y�. / ..1• - - -- -- -.ate 3t/�*Y• �i _, loff �•�•+ ✓rim �� ` • ! u• i y� 'r.• - t4 1p r ♦r.�i .r 4 IRi /lord lip f 'ill= fog r'114-�6�'{..r ..�.+� . l' �1�. ® ®® `��� - ` ■���1 �t �+ 'y �r r 5'.s.�.IwAaw�irs�� ,ll��I� �.K.a V i!1?•��ram".�.�� •� tog wall MUMMA " �111�����r�� • . y, �. .•. _. .r.•'y. _1..��_N _. 11 _`.'. - _- - !Ka %ii•.. - - ../e;4 /1,aj..Ji' elLa � \' - �J.a sl' - - - _. ._.. �.. � ..ter•. /. f ..' /alp :nA . ilkil MFI -1' M.- 9 Q 0 0 s KEY NOTES V 1 1 1/2" O.D. PIPE RAILING, PRIMED AND PAINTED 2 2 1/4" O D PIPE CHASE 3. QUICK SETTING HYDRAULIC CEMENT 4. REINFORCED CONCRETE RETAINING WALL 5. SMITH 2010 -B, W 16" NICKEL STRAINER ASSEMBLY, TO 2" P -TRAP 6 #4 REBAR, CONT. 7. 6X6X10 W/W MESH 8_' #4 REBAR, 32" O.C. ,9 EXPANSION JOINT 10. BITUMINOUS WATERPROOFING 11. SLOPE 1.12 (MAX), 12 HANDICAPPED ACCESS SIGN 13. GRAVEL 1 POST DETAIL 1 31' = 1' — 0" 2 DRAIN SECT. 1 / 1 1/2" = 1' - 0" d r ojo �� d v /\ IL_ Ii It 6 t6 i3 STAIR SECTION 3/4" = 1' - 0" °a 1 1 a t WPM l IL 1 5 ' v 0 I � 4 WALL DETAIL 1 lit =1' -oil 1 0 9 9 T N BUILDING E XI S I G U EXISTING PARKING � �:�:��.� ��'�:�':�:��:� ?����:< >�:� ���: �:���� >�:�:�'.�:��:�; %`�:�:• :: ::::: - SCOPE OF PROJECT EXISTING STONE WALL NEW CONSTRUCTION JEFFERSON STREET PROJECT NORTH Tc � �Al� III - -- F 1 -- _ 1 - i oFTG. I I I > - Z O, �TG I-- I g �- T I — J q oil 47� ENLARGED PLAN' 1/41' = 1' — 0'I (GENERAL NOTES STRUCTURAL NOTES ANY DISCREPENCIES FOUND AMONG THE DRAWINGS, SPECIFICATIONS, THESE NOTES AND THE SITE CONDITIONS SHALL BE REPORTED TO THE ARCHITECT, WHO SHALL CORRECT THE ERROR IN WRITING. ANY WORK DONE BY THE CONTRACTOR AFTER THE DISCOVERY OF SUCH ERROR SHALL BE DONE AT THE CONTRACTOR'S RISK, THE CONTRACTOR SHALL VERIFY AND COORDINATE DIMENSIONS AMONG ALL DRAWINGS & EXISTING CONDITIONS PRIOR TO PROCEEDING WITH ANY WORK OR FABRICATION. THE CONTRACTOR IS RESPONSIBLE FOR ALL BRACING & SHORING DURING CONSTRUCTION. ALL WRITTEN DIMENSIONS TO TAKE PRECEDENCE OVER SCALED DIMENSIONS. DESIGN CRITERIA V=CALLOADS FLOOR DEAD LOAD ACTUAL LIVE LOAD N/A EXISTING ON SLAB SOIL BEARING PRESSURE: 2000 PSF (ASSUMED) ALL FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED EARTH. CONCRETE CONCRETE SHALL BE MADE W /PORTLAND CEMENT ASTM C -150 TYPE I, READY -MIX PER ASTM C -94. fc = 4000 PSI, MAXIMUM SLUMP 4 ". METAL REINFORCEMENT SHALL CONFORM TO ASTM A -615, GRADE 60. DETAIL, FABRICATE & PLACE PER ACI 315 AND ACI 318. SPLICES SHALL BE 24 BAR DIAMETERS OR 18" MINIMUM. STRUCTURAL STEEL CONFORM TO AISC "MANUAL OF STEEL CONSTRUCTION ", 8TH EDITION, FOR DETAILING,FABRICATION & ERECTION. STEEL SHAPES & PLATES: ASTM A -36 (Fy =36 ksi). SHOP PAINT AFTER FABRICATION WITH AN APPROVED PRIMER (SEE SPECIFICATIONS). GALVANIZE AFTER FABRICATION ALL MISCELLANEOUS STEEL EXPOSED TO WEATHER. CARPENTRY STRUCTURAL PLYWOOD SHALL BE GROUP 1 OR GROUP 2 SPECIES, C -D GRADE EXPOSURE 1 CONFORMING TO PS 1 -83. EACH PIECE SHALL BEAR THE GRADE TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION. FRAMING LUMBER SHALL CONFORM TO WEST COAST LUMBER INSPECTION BUREAU ( WCLIB). EACH PIECE SHALL BEAR THE WCLIB TRADEMARK. SPECIES & GRADE BEAMS &HEADERS : DOUG FIR LARCH #I JOISTS & PURLINS : DF -L #2 OR HEM -FIR #1 BLOCKING: DF -L #3 OR HEM -FIR #2 FOR 2X4's ONLY: EXTERIOR STUD WALL: DF -L #2 OR HEM -FIR #2. THE MINIMUM GRADE OF ALL OTHER STRUCTURAL FRAMING: DOUG -FIR LARCH #2 OR HEM -FIR #2. PROVIDE MINIMUM NAILING PER 1985 UBC TABLE 25Q OR MORE AS OTHERWISE SHOWN. TREAT ALL WOOD IN CONTACT WITH CONCRETE. PROVIDE CUT WASHERS WHERE BOLT HEADS, NUTS & LAG SCREW HEADS BEAR ON WOOD. FRAMING CONNECTORS SHALL HAVE ICBO APPROVAL & BE MANUFACTURED BY BOWMAN COMPANY, SEATTLE, WA, OR APPROVED EQUAL. EXTENT OF BUILDING DEMOLITION WORK IS SHOWN ON THE DRAWINGS. PROVIDE COMPLETE WEATHER PROTECTION FOR ALL PROCEDURES AT ALL TIMES. BUILDING DEMOLITION OWNER ASSUMES NO LIABILITY FOR ACTUAL CONDITION OF STRUCTURE AND BUILDING COMPONENTS TO BE REWORKED, REPAIRED, REMOVED, OR DEMOLISHED. CONDITIONS EXISTTNG AT THE TIME OF INSPECTION FOR BIDDING PURPOSES WILL BE MAINTAINED BY THE OWNER IN SO FAR AS PRACTICABLE. CONDUCT DEMOLITION OPERATIONS AND REMOVAL OF DEBRIS TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, WALKS, AND OTHER ADJACENT OCCUPIED OR USED FACILITIES. PROVIDE ALTERNATE ROUTES AROUND CLOSED OR OBSTRUCTED TRAFFIC WAYS IF REQUIRED BY GOVERNING REGULATIONS AND /OR OWNER'S CONTINUED USE OF EXISTING FACILITIES. MAINTAIN SAFE ACCESS AND EGRESS TO BUILDING AT ALL TIMES. ENSURE SAFE PASSAGE OF PERSONS AROUND AREA OF DEMOLITION. CONDUCT OPERATIONS TO PREVENT INJURY TO AREAS TO REMAIN, STRUCTURES, OTHER FACILITIES, AND PERSONS. PROVIDE INTERIOR AND EXTERIOR SHORING, BRACING, OR SUPPORT TO PREVENT MOVEMENT, SETTLEMENT OR COLLAPSE OF STRUCTURES TO BE DEMOLISHED AND ADJACENT FACILITIES TO REMAIN. USE WATER SPRINKLING, TEMPORARY ENCLOSURES, AND OTHER SUITABLE METHODS TO LIMIT DUST AND DIRT RISING AND SCATTERING IN AIR TO LOWEST PRACTICAL LEVEL COMPLY WITH GOVERNING REGULATIONS PERTAINING TO ENVIRONMENTAL PROTECTION. DO NOT USE WATER WHEN IT MAY CREATE HAZARDOUS OR OBJECTIONABLE CONDITIONS SUCH AS ICE, FLOODING, AND POLLUTION. PROMPTLY REPAIR DAMAGES, AT NO COST TO THE OWNER, CAUSED TO ADJACENT FACILITIES BY DEMOLITON OPERATION OR WEATHER PENETRATION INTO BUILDING AS A RESULT OF DEMOLITION CONDUCTED UNDER THIS CONTRACT. MAINTAIN EXISTING UTILITIES• KEEP IN SERVICE, AND PROTECT AGAINST DAMAGE DURING DEMOLITONS OPERATIONS. REMOVE FROM SITE ALL DEBRIS, RUBBISH, AND OTHER MATERIALS RESULTING FROM DEMOLITON OPERATIONS AND DISPOSE OF LEGALLY. LISYMBOL LEGEND DRAWING NUMBER A(i ELEVATION :SHEETNUMBER DRAWING NUMBER DETAIL SECTION SHEET NUMBER DRAWING NUMBER DETAIL SHEET NUMBER DRAWING NUMBER —WALL SECTION SHEET NUMBER ENLARGED PLAN —— ELEVATION DATUM O DOOR 0 KEYED NOTE 0 WINDOW 'PROJECT DATA PROJECT APPROXIMATELY -6400 S.F. INTERIOR IMPROVEMENTS FOR PART OF THE BASEMENT FLOOR AT THE JEFFERSON COUNTY COURTHOUSE. PROJECT ADDRESS 1820 JEFFERSON STREET PORT TOWNSEND, WASHINGTON OWNER THE COUNTY OF JEFFERSON, WASHINGTON APPLICABLE CODES 1985 UBC, NEC, LOCAL ORDINANCES CONSTRUCTION TYPE =Ell - F.R. OCCUPANCY B -2 Fes- _--__. INDEX TO DRAWINGS ARCHITECTURAL 1 SITE PLAN, DETAILS, SCHEDULES 2 FLOOR PLAN 3 VOID 4 PLAN, FXuNT DESK, ELEVATIONS, DETAILS 5 ELEVATIONS, DETAILS 6 ELEVATIONS 7 ELEVATIONS, SCHEDULES ELECTRICAL 8 ELECTRICAL PLAN, SCHEDULE MECHANICAL & PLUMBING 9 MECHANICAL/ PLUMBING PLAN Q MEDIUM DENSITY FIBERBD. ° o GYPSUM PLASTER GYPSUM LATH F7771 0 PLYWOOD C.M.U. FINISH WOOD STRUCTURAL CONCRETE i WOOD FRAMING, CONT. WOOD FRAMING O Q PARTICLE BOARD ° o GYPSUM PLASTER F7771 EXISTING MASONRY C.M.U. 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CaMPoLiNe • • i r . -.- Y, - ig, ap AF S? �, h 11 i \ u i,. �,n, " , t s g _T -,.,. _” t... 111. _, -44,r t & % $e I z a 4 gg z e $ .z,.k.a....,<,<�1, ,�, -,..- ....r.:w,- <�„.„".n.n,.... >,1 �,m.a...,.., .. , ># � „ 1, .xm,,a,..>r > m a LL. - Restore & paint windows #1 thru #18 to condition Of # 2e,see T 7 7 - Verify all dimensions in field. - Dimensions are to wall surface unless otherwise noted,. A ,. , 4 _r .n ,, .....,,ra» nam,",— , a, r -1--l- —1 _.....,'4 ® O FLOOR PLAN ,1/4" - 1' - 0" �� > m a LL. W • ...., .. E . -.- Y, lE 4 ig, ap AF S? �, h 11 d 11 a A ,. , 4 _r .n ,, .....,,ra» nam,",— , a, r -1--l- —1 _.....,'4 ® O FLOOR PLAN ,1/4" - 1' - 0" d ate: AUGUST 5, 1988 �� > m a LL. W a _ 2 w , ap to a O N `V , C^ i .. -0� z = > O a � O C C: c� �r, C-� � > C. O " -(- v • ct - — 0 u " d ate: AUGUST 5, 1988 0 �� N �' rn W i (n W a M 1-�� . O N `V , C^ i O z 4..j cc O a � 1111111111111111111111111111111111111l V) FM %,./ L : -< O I > : �0 O C . � W O WM O L W 4-� o C. C. C/) W • 0 � Lr) M M = � o 0 FM U i W C: W O � ( L. ' �� W 0 y- o V --00 . , 7- floor plan, T 2 OF 9 - 0 t Ra h D_E TAIL SEC T. `, IETRIC 3 " =1' -0" DETAIL I.- b D p o D / 2� PARTITION SECTION 4 3" =1' -0" DETAIL SECT. 1 1/2" = 1'- 0" -91 �I 32 1 1 " =1' -0" 3" =1' -0" �I i i t- - 103 --71 Rum DETAIL ELEV 1/4" = 1' - 0" 6 BATT INSULATION 7 2 x 6 BASE 8 5/8" HILTI KWIK BOLT, OR EQUIV., 2 3/4" EMBEDMENT, 32" c.c. 9 "BLUM" 95 M 553 SELF - CLOSING HINGE 10 2 1/2" 0 PIPE, 2 7/8" O.D. 11 DIMENSIONS ON SHT. #2 TO THIS LINE 12 2 x FRAMING 13 SIMPSON HD -5 HOLDDOWN @ END STUDS OF PEACH PARTITION LEG 14 3/4"o ANCHOR BOLT,WASHER 15 1/2" 0 x 8" ANCHOR BOLT W /ACORN NUT 16 THRU 23 VOID 24 SET ANCHOR BOLT IN BONDCRETE 25 THRU 30 VOID 31 PAN HEAD WOOD SCREW, CHROME PLATED 32 1 1/2" x 1/2" WOOD STOP •33 GYPSUM LATH • 34 2 -COAT GYPSUM PLASTER 35 3/8" x 1 1/2" FLAT BAR, COLD ROLLED, LACQUERED 36 1/2" GDX PLYWOOD 37 4 x 5.4 CHANNEL, CLEANED & LACQUERED 38 PLASTER STOP 39 3/8" STEEL PLATE, COLD ROLLED, LACQUERED 40 6/4 WHITE OAK 41 1 x WHITE OAK 42 5/4 WHITE OAK 43 OAK VENEER PLYWOOD 44 MATCH EXISTING BASE 45 CORNER BEAD 46 3/16" STEEL PLATE, COLD ROLLED, LACQUERED 47 EDGE OF EXISTING MASONRY CONSTRUCTION 48 1/8" REVEAL 49 ACORN NUT 50 1/2" x 6" THRU BOLT. 51 2 x 6 FRAMING 52 MITER CHANNELS, WELD & GRIND SMOOTH 53 OUTSIDE EDGE OF CHANNEL ABOVE 54 CENTERLINE OF STEEL PLATE ABOVE 55 EDGE OF SHELVING BELOW 56 MAP FILE DOOR, HINGED AT BOTTOM 57 3/+" MEDIUM DENSITY FIBERBOARD, PAINTED 58 LINE OF CEILING ABOVE 59 MAP DRAWERS, 2" x 18 "x 18" 60 ELECTRICAL PANEL 61 1/2 "o STAINLESS STEEL ROD 62 8/4 WHITE OAK 63 #4 - 1 112" FLAT HEAD SCREWS TAP BOTTOM PLATE 64 LINE OF BASE BELOW 65 1/2" x 2 1/2" BOLT W/ ACORN NUT 13 66 MASTIC BED 4 67 1/4" STEEL WELDED FLUSH TO CHANNEL Y 4- IyflI ECT. I C) W \ \\ l KEY NOTES 1 10 GA. STEEL WIRE SPACE CLOTH 53 12 GA. COLD ROLLED STEEL GRILLE, 1/2" Q co S ' 2 HILTI PFHS 6x11 5/8 SD. TRIM HD. HOLES ON 11/16" CENTERS SCREW, OR EQUIV. 54 CONTINUOUS WELD 3 2 1/2 x 1 1/2 ANGLE 55 1 1/2" x 1 112" x 1/8" ANGLE i \ 4 "DUROCK" TILE BACKER BOARD OR EQUIV., 56 8" CMU, FILLED SOLID, HORIZ. REINF., Ll JOINTS FILLED, SANDED & PAINTED. 32" c.c. i 5 EXPANDED METAL LATH 57 1/4" SPANNER TYPE SECURITY BOLT,6" c.c. 6 CAULK 58 2x10 JOIST ✓ L^, \ 7 KAWNEER 69 -184 GLASS STOP 59 12 GA. COLD ROLLED STEEL SLEEVE, >- r- — / 8 1/4" TEMPERED GLASS PROVIDE SHOP DRAWINGS I \ 9 KAWNEER 60 -119 4 1/2" TUBE (4 1/2 ") 60 VOID - I , 10 KAWNEER 69 -177 APPLIED DOOR STOP 61 12" x 12" CERAMIC TILE, .. — 11 KAWNEER 190 THINSTILE DOOR 62 EDG60FTRIM 12 .090 BLACK ANODIZED BREAKMETAL 63 3/4" PLYWOOD, AB, INT. DFPA, STAINED 3 13 BEVEL METAL & CAULK 64 2 x 4 FRAMING 14 METAL END CAP 65 PLASTER STOP 15 5/8" GYP. BD., TYPE X 66 3/4" x 3/4" TRIM, STAINED 25 DETAIL SECT. 16 KAWNEER 60 -148 TUBE (1 314 ") 6706 11/40 FLAT HEAD WOOD SCREWS d �l t e: 1 EXHAUST VENT 22 DETAIL SECT. 17 2 X 8 JOIST 68 CORNER BEAD 1 1/2" = 1' - 0" rj 18 KAWNEER 60 -110 TUBE (1 3/4 ") 69 3/4" x 1" EDGE, STAINED AUGUST 5, 19$8 rJ 3" =I - 0" 5 3" — 1' - 0" 19 MASTIC 70 VOID 20 HEAVY DUTY EYE BOLT/WASHER CAST IN PLACE 71 4/4 NOSING (MATCH EXISTING BASE) 21 CARPET ON PAD 72 EXISTING MASONRY, PLASTEREDe,,,a, 22 WOOD NAILER 73 2 x TRIM 23 THRU 37 VOID 74 4/4 TRIM, 3/16" RABBIT EACH SIDE - 38 CONTROL JOINT 75 3/4" CLEAR STOCK, STAINED 1 39 2 -COAT GYPSUM PLASTER ON ROCK LATH 76 1/2" FINISH PLYWOOD / 7?J 40 THRU 45 VOID 77 3/4" HILTI KWIK BOLT ANCHOR, 3 1/4" MIN. \\ 46 2 -COAT GYPSUM PLASTER EMBEDMENT, 32" C.C. !� \ 15 47 1 x 6 CLEAR STOCK 78 5/4 CLEAR STOCK,RABBETED, STAINED, �� • 75 48 112" o x 6" A.B., R' -O" c.c., 1' -0" FROM ENDS 79 3/8" STOP _ 1� 49 EPDXY PAINT 80 TEMPERED GLASS cq 50 13 REBAR 48" C.c. 81 WEATHERSTRIP: 13 z ( - 51 2 @ #4 REBAR (CONT.) 82 1 x 4 TRIM M /`^ — I10 69 Iv 52 2 x BASE TO MATCH EXISTING 83 4/4 CLEAR STOCK, STAINED 1 _ 10 rJ %3 84 3/4 ROUND uj I 7 S • 85 CUSTOM MADE 12 GA GALV. STEEL BASE, Aj HEAVY WALL PIPE WELDED TOBOTTOM f I 600 75 � T 2 DETAIL SECT. 7 DETAIL SECT. �� DETAIL SECT. /`2- 3 DETAIL SECT. 26 DETAIL ELEV. -- ^� 5 1 1/2" = 1' - 0" s 11/2 I =I I - 0,. 5 1 1/2' = 1' - 0" 5 3" = 1' - 0" rj 3,. = 1' - 0" _V a 0— 7 47 \ 71 . < jJ7 'PI GAL I \ - a) �•� '((Fi GAL 3 DETAIL SECT. s - DETAIL SECT. 12 DETAIL SECT. 24 DETAIL- SECT. 27 DETAIL PLAN 28 DETAIL SECT. 32 POST BASE 5 uj 11/2 " =1' -0" 5 11/2 " =1' -0" 5 11/2 1' -0" 5 3 " =1' -0" 5 11/2 it =1' -0" 5 3 " =1' -0" 5 3 " =1' -0" -�-. -, rr W .� o It 12 —_ bo IF °.�I 52 78 I /ZI 17 - i i � 8Z -�-•r c1� 10%I -7 (Z mr F. 51 81 18 p Q 8 15 rr a� 2G DETAIL SECT. 31 DETAIL SECT. �-- 13 DETAIL SECT. O 5 acTUai sizE 1 1/2" = 1' - 0" 5 3" = 1'- 0" 5 • (� 5 L-4 TIK l �o detah's \ \I I b 5i • / . O J o � 0 p I I I 30 3 9 5 5 4 RESTRAINT 9 WALL SECTION 14 GRILL SECTION 21 DETAIL ELEV. 3o DETAIL SECT. s DETAIL SECT" 5 1/2.. =1' -0" 5 3 " -1' -0" 5 3 "- 1' -p.. 5 1 1/2" =1 '- 0" 5 1 1/2" = 1'- 0" 5 3" - 1' 0" - 4. E/ C, KEY NOTES 1 MEDIUM DENSITY FIBERBOARD X 2 2 WAREHOUSE LAMP, TYP. LL PO in Q 3 MATCH EXISTING HALF LITE PANEL DOORS L -'j 4 MATCH EXISTING SOLID PANEL DOORS - -- �} 5 2 COAT GYPSUM PLASTER, PAINTED 6 SLOPE TOPPING SLAB TO DRAIN, ?J 1 /8 " /FT. (MIN) 0� 6 — u?i - - -- Z5 7 WALL MOUNTED HALON FIRE EXTINGUISHER, _ - -- (5'-0" F.F. TO TOP) " 8 MATCH EXISTING BASE 9 EXISTING STEEL DOOR 10 PATCH, REPAIR & MATCH EXISTING WAINSCOATING mss...._ 11 TOWEL DISPENSER F1001 NORTH ELEV. 12 TOILET PAPER DISPENSER C� �; t E' 13 MIRROR, EDGES GROUND, J -BAR MOUNT 11001 SOUTH ELEV. 14 EPDXY PAINT - 1/4" - 1' - 0" 1/4" - 1' - 0" AUGUST 5, 1488 15 2 x 3 ANGLE, SET IN MASTIC 16 CORBIN KIP 120 B BACKSTOP CLOSER 17 OAK VENEER PLYWOOD SHELVES, 4/4 EDGE 18 1 1/4" P. LAM PARTICLE BOARD, ROLLED EDGE PENDANT L P 19 ARTEMIDE "GIASCOLE" WALL MOUNTED 6 3 1 11 20 SOAP DISPENSER F 21 HANDICAPPED RAILING - M 22 EXPANDED METAL LATH 23 "DUROCK" TILE BACKER BOARD, OR EQUIV. 00 24 J -STRIP 25 8" CM HEADER BLOCK, W / #4 REBAR A ` \ uj 26 1/2" 0 HILTI KWIK BOLT, IMPACT ANCHOR (G Lr G OR EQUIV, 3 1/2" EMBEDMENT, 8" c.c., _� d — "�T I la 4" FROM ENDS 7�r\ 27 1 1/4" x 2" x 3/16" STRUCTURAL ANGLE, p PAINTED 28 1" x 1" x 1/8" STRUCTURAL ANGLE, - V-: PAINTED 29 1/2" LEXAN, SCRATCH RESISTANT N 30 HOLLOW METAL DOOR FRAME, MASONRY f ANCHOR 31 3/16" TEMPERED GLASS DOORS WITH E.B. BRADLEY NO. 8140 SLIDING DOOR LOCK F1O .ti EAST ELEV. 32 E.B. BRADLEY NO. 31 LOWER GUIDE; 3 SETS, TOP AND BOTTOM 1/4'1 = 1' - 0" o 33 1x2 WHITE OAK 34 3/4" FINISH OAK PLYWOOD CASEWORK, PAINTED �J 35 RUNTAL RADIATOR 36 6x6 CERAMIC TILE COVE BASE (GRAPHITE) 37 12x12 CERAMIC TILE (GRAPHITE) O 38 6x6 (EBONY) un C H L a 2� z� 2 DETAIL SECT. s DETAIL SECT: 1 01 SOUTH ELEV. 1 01 WEST ELEV. s 1 1/2" = 1' - 0" s 1 1/2" = 1' - 0" 1/4" = 1' - 0" 1/4" = It - 0" .�.� ui i 15 w -- 9 ri W. ELEV. E. EL. S. ELEV. 108 EAST ELEV, DETAIL SECT. 8 TILE LAYOUT 1 02 SOUTH ELEV. 102 1 07 107 108 NORTH ELEV. R V 3" 1' - 0" 6 3/4" =1' -0° 1/4" = It - 0„ 1/411 = 1' - 0„ 1/411 = 1' - 011 1/411 = 1' - 0" 1/411 = 1' - 0" 1 /4,i _ It Ott 5; 3Z - _- elevations � Lx33 24 5 10 1 -09 SOUTH ELEV. F11 0 NORTH ELEV. 110 WEST ELEV. 7 DETAIL SECT. NORTH ELEV. s ACTUAL SIZE 1/4" = It - 0" 1/4" = 1' - 0" 1/4" = 1' - 0" 1/4" = 1' - 0" 6 OF 9 -Y ps .n f'• Z� fi a N -El- 111 111 112 NO. SO. ELEV. I-1 WEST ELEV. ELEV.; 1/4" = 1' - 0" 1/4" = It - 0" 1/4" - 1' - 0" 1 12 WEST ELEV. - 1/4" = 1' — 0" �Id F1231 EAST ELEV. 1/4" = 1'- 0" — a }— _ 124 SOUTH ELEV 124 EAST ELEV;. ,125 E. ELEV; 1/41f = 11 - Olt 1/4 = 1 - 0 1/411 = 1 - 0 Z� 127 NORTH ELEV. 1 27 SO. ELEV. 12 SO. ELEV. 1/4" =1' -0" 1/4"= 1' -0"' 1/4" =1' -0" 3 . 7 1 7 1` ` $ NORTH E_LEV:' 1/4" = If - 0", F1281EAST ELEV. 1/4" = 1'- 0" 123 S. ELEV. 1/4" = 1'- 0" F1251 W. ELEV. 1/41;1 = 1' - 0 126 WEST ELEVT' 1/411 = 1' — 0" . 11281 SOUTH ELEV. 1/411 = 1' - 0" FINISH SCHEDULE MEDIUM DENSITY FIBERBOARD 16 COL?BIN KP 120 B BACKSTOP CLOSER' FLOOR LAMP, TYP. 17 �21 ICI BASE MATCH EXISTING HALF LITE PANEL DOORS 18 1 1/4" P. LAM PARTICLE BOARD, WALLS MATCH EXISTING SOLID PANEL DOORS ROLLED EDGE CLGS fill 19 ARTEMIDE "GIASCOLE" WALL MOUNTED 6 SLOPE TOPPING SLAB TO DRAIN, LIGHT a 1/87FT (MIN) 20 SOAP DISPENSER 7 WALL MOUNTED HALON FIRE EXTINGUISHER, 21 HANDICAPPED RAILING (5'4- F.F. TO TOP) 22 EXPANDED METAL LATH 8 MATCH EXISTING BASE I- a EXISTING STEEL DOOR O 10 ROOM NAME w ce � J F7 26 1/2" p HILTI KWIK BOLT, IMPACT ANCHOR 11 TOWEL DISPENSER OR EQUIV, 3 1/2" EMBEDMENT, 8" c c., 12 TOILET PAPER DISPENSER 4" FROM ENDS Z �' N 27 1 1/4" x 2" x 3/16" STRUCTURAL ANGLE, U Ln EPDXY PAINT HGT. REMARKS 2 x 3 ANGLE, SET IN MASTIC Z 1 7 1` ` $ NORTH E_LEV:' 1/4" = If - 0", F1281EAST ELEV. 1/4" = 1'- 0" 123 S. ELEV. 1/4" = 1'- 0" F1251 W. ELEV. 1/41;1 = 1' - 0 126 WEST ELEVT' 1/411 = 1' — 0" . 11281 SOUTH ELEV. 1/411 = 1' - 0" FINISH SCHEDULE MEDIUM DENSITY FIBERBOARD 16 COL?BIN KP 120 B BACKSTOP CLOSER' FLOOR LAMP, TYP. 17 OAK VENEER PLYWOOD SHELVES, 414 EDGE BASE MATCH EXISTING HALF LITE PANEL DOORS 18 1 1/4" P. LAM PARTICLE BOARD, WALLS MATCH EXISTING SOLID PANEL DOORS ROLLED EDGE CLGS 2 COAT GYPSUM PLASTER, PAINTED 19 ARTEMIDE "GIASCOLE" WALL MOUNTED 6 SLOPE TOPPING SLAB TO DRAIN, LIGHT a 1/87FT (MIN) 20 SOAP DISPENSER 7 WALL MOUNTED HALON FIRE EXTINGUISHER, 21 HANDICAPPED RAILING (5'4- F.F. TO TOP) 22 EXPANDED METAL LATH 8 MATCH EXISTING BASE I- a EXISTING STEEL DOOR O 10 ROOM NAME w ce � J F7 26 1/2" p HILTI KWIK BOLT, IMPACT ANCHOR 11 TOWEL DISPENSER OR EQUIV, 3 1/2" EMBEDMENT, 8" c c., 12 TOILET PAPER DISPENSER 4" FROM ENDS Z �' N 27 1 1/4" x 2" x 3/16" STRUCTURAL ANGLE, U Ln EPDXY PAINT HGT. REMARKS 2 x 3 ANGLE, SET IN MASTIC Z Z CL c e 29 1/2" LEXAN, SCRATCH RESISTANT Z 7_ ANCHOR w 31 3/16" TEMPERED GLASS DOORS WITH E.B. BRADLEY O V, �; w U 0 .0 2 U C) w U Z L U U n w "- 35 RUNTAL RADIATOR 36 6x6 CEHAMIC TILE COVE BASE (GRAPHITE) 37 1202 CERAMIC TILE (GRAPHITE) 38 6x6 (EBONY) WINDOW ELEV. 7 1 "= 11 -0" KEY NOTES- 2 SECTION 7 1" =1' -0" 1 MEDIUM DENSITY FIBERBOARD 16 COL?BIN KP 120 B BACKSTOP CLOSER' 2 'WAREHOUSE LAMP, TYP. 17 OAK VENEER PLYWOOD SHELVES, 414 EDGE 3 MATCH EXISTING HALF LITE PANEL DOORS 18 1 1/4" P. LAM PARTICLE BOARD, 4 MATCH EXISTING SOLID PANEL DOORS ROLLED EDGE 5 2 COAT GYPSUM PLASTER, PAINTED 19 ARTEMIDE "GIASCOLE" WALL MOUNTED 6 SLOPE TOPPING SLAB TO DRAIN, LIGHT a 1/87FT (MIN) 20 SOAP DISPENSER 7 WALL MOUNTED HALON FIRE EXTINGUISHER, 21 HANDICAPPED RAILING (5'4- F.F. TO TOP) 22 EXPANDED METAL LATH 8 MATCH EXISTING BASE 23 "DUROCK" TILE BACKER BOARD, OR EQUIV. 9 EXISTING STEEL DOOR 24 J -STRIP 10 PATCH, REPAIR & MATCH EXISTING 25 8" CMU WAINSCOATING 26 1/2" p HILTI KWIK BOLT, IMPACT ANCHOR 11 TOWEL DISPENSER OR EQUIV, 3 1/2" EMBEDMENT, 8" c c., 12 TOILET PAPER DISPENSER 4" FROM ENDS 13 MIRROR, EDGES GROUND, J -BAR MOUNT 27 1 1/4" x 2" x 3/16" STRUCTURAL ANGLE, 14 EPDXY PAINT PAINTED 15 2 x 3 ANGLE, SET IN MASTIC 28 1" x 1" x 1/8" STRUCTURAL ANGLE, PAINTED 29 1/2" LEXAN, SCRATCH RESISTANT 30 HOLLOW METAL DOOR FRAME, MASONRY ANCHOR 31 3/16" TEMPERED GLASS DOORS WITH E.B. BRADLEY NO. 8140 SLIDING DOOR LOCK 32 E.B. BRADLEY NO. 31 LOWER GUIDE; 3 SETS, TOP AND BOTTOM 33 1x2 WHITE OAK 34 3/4" FINISH OAK PLYWOOD CASEWORK, PAINTED 35 RUNTAL RADIATOR 36 6x6 CEHAMIC TILE COVE BASE (GRAPHITE) 37 1202 CERAMIC TILE (GRAPHITE) 38 6x6 (EBONY) �i lfrTiC��!i ■ ■ ■0 ■.!•-� ■� ■ ■ ■ ■ ■0 ■ ■ ■� ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ WINDOW ELEV. 7 1 "= 11 -0" KEY NOTES- 2 SECTION 7 1" =1' -0" 1 MEDIUM DENSITY FIBERBOARD 16 COL?BIN KP 120 B BACKSTOP CLOSER' 2 'WAREHOUSE LAMP, TYP. 17 OAK VENEER PLYWOOD SHELVES, 414 EDGE 3 MATCH EXISTING HALF LITE PANEL DOORS 18 1 1/4" P. LAM PARTICLE BOARD, 4 MATCH EXISTING SOLID PANEL DOORS ROLLED EDGE 5 2 COAT GYPSUM PLASTER, PAINTED 19 ARTEMIDE "GIASCOLE" WALL MOUNTED 6 SLOPE TOPPING SLAB TO DRAIN, LIGHT a 1/87FT (MIN) 20 SOAP DISPENSER 7 WALL MOUNTED HALON FIRE EXTINGUISHER, 21 HANDICAPPED RAILING (5'4- F.F. TO TOP) 22 EXPANDED METAL LATH 8 MATCH EXISTING BASE 23 "DUROCK" TILE BACKER BOARD, OR EQUIV. 9 EXISTING STEEL DOOR 24 J -STRIP 10 PATCH, REPAIR & MATCH EXISTING 25 8" CMU WAINSCOATING 26 1/2" p HILTI KWIK BOLT, IMPACT ANCHOR 11 TOWEL DISPENSER OR EQUIV, 3 1/2" EMBEDMENT, 8" c c., 12 TOILET PAPER DISPENSER 4" FROM ENDS 13 MIRROR, EDGES GROUND, J -BAR MOUNT 27 1 1/4" x 2" x 3/16" STRUCTURAL ANGLE, 14 EPDXY PAINT PAINTED 15 2 x 3 ANGLE, SET IN MASTIC 28 1" x 1" x 1/8" STRUCTURAL ANGLE, PAINTED 29 1/2" LEXAN, SCRATCH RESISTANT 30 HOLLOW METAL DOOR FRAME, MASONRY ANCHOR 31 3/16" TEMPERED GLASS DOORS WITH E.B. BRADLEY NO. 8140 SLIDING DOOR LOCK 32 E.B. BRADLEY NO. 31 LOWER GUIDE; 3 SETS, TOP AND BOTTOM 33 1x2 WHITE OAK 34 3/4" FINISH OAK PLYWOOD CASEWORK, PAINTED 35 RUNTAL RADIATOR 36 6x6 CEHAMIC TILE COVE BASE (GRAPHITE) 37 1202 CERAMIC TILE (GRAPHITE) 38 6x6 (EBONY) alpi 5 ta IBM a en © (� O- CL W J ®� � � ■.!•-� Vii/ ©■ � /�® �. " + NAT r,�K;fr--WT WiueV *4AL- r9AMe a, 6I E:1 1:1 \z� �F I I C i O I �I 0 H PANELED JAMB 1 II D D D D DI ;B 12-H (dL\ J` 1 OD ;e--/K-"ii J G I, date: �A 15T S 19188 > rW I a en © (� O- CL W J date: �A 15T S 19188 > rW I 9 102 Pik 11-- o-1 cJ A .A A X23 . A suggested Specifications FJectric Tuck4n Wall Healers shall be in full compliance with Underwriters Laboratories Label Service Standards and the following: • Compact eoverlgrill shall not exceed 591.c"H X 144s "W. • Covedgrill shall have a baked epoxy finish. • Blower shall be the tangential ("squirrel cage) We with individual touvers (not stamped) and the entire assembly dynami- cally balanced. • OWet air shall not exceed 2130 °F at 2200 wails. specifications/ D imens ions KIA WIN ,,if PON • Bearings shall be permanently lubricated Voltage and dust - protected. ' • Motor to be impedance-protected with a Weight rotor dust shield. ' • Heater shall be field-adaptable for four - wattages (750, 1100, 1500 and 2200 Watts). • Open, wound-coil elements for quick response, minimum air flow resistance and -- _ long life. 120V • Operational protection with high tempera cut-ou lure (henna! cutout 240V • Downflow air flow for maximum comfort. 750W 62' • Control shall be by a remote wall thermostat. 3.13 2560 Mom Voltage Wattage Amperage At Weight Number BTUAI VP7222 120 Ali Models Arc Rey Adaptable For 120V 206V 240V 750W 62' 3.fi1 3.13 2560 VP2022 208 11 Lbs. 1f00W 9.17 529 459 3754 1500W 1250 7.72 615 5120 VP2422 240 2200W 18.34 1058 9.17 7679 126 THE JEFFERSON COUNTY COURTHOUSE RENOVATION 1820 Jefferson Street Port Townsend WA 98368 (205) 385 -9160 PHASE TWO BASEMENT RENOVATION ELECTRICAL HEATER ADDITION ADDENDUM ONE SHEET ONE ELECTRICAL' SYMBOLS-," FL01,LEESGENT LUMINAIRE- -ELUS4,-FidQR-MbUNTED OUTLET BOX AND COVER W/ DUPLEX RECEPTACLE to INCAND.ESCENT LUMINAIRE > TELEPHONE OUTLET - CENTE91-1NE 9 16 EMERGENCY EXIT SIGN U. 'FLOSK-FLOOR MOUNTED TELEPHONE S TOGGLE SWITCH - CENTERLINE 9 48" OUTLET BOX & COVERPLATE S3 3-WAY TOGGLE SWITCH.* TELEPHONE TERMINAL BOARD t THERMOSTAT OUTLET BOX bMPUTER OUTLET - CENTERLINE @(b 16" 49 DUPLEX RECEPTACLE CENTERLINE 9 16" F, Oil A Fi273] p II A 10, or-, A� z ipP71, eT, Tp� A 0--A A F�4�1 [E26� L 4) II II > A I A I 07 A, A T! ...... . ....... . -A II ' il2 III Z q1 II A L D k io7 A '' i I I i I 11000 V A A AL- j 4�H Izu Ce\VA 14e;T F, 078 ERA A -L'-NOTES r - ft, q 60 13 rl IT ee,, o"14j1Je-rzp j c-.) W10N, ILL� H q fe. P 14 1 P-e, --Jt4o. CIC.- ILI r�s. t;Iu tNIP, p i4f w I rd:P W rl Jrjf; PIFZSe---r Ira pc s131 . 10:7 108 DR-W NE jjga ffks Ff261 Ll 2ff --L t64 - w -um Dix Dw Ft�rsz (�Ig4,w tT 4e ; -27 14 el Le, �X�T I �j C, 7o ti � 1"^Q I C6 0 C r, I > 4 O/T 167 51erqa, R - 1,9 100 V-. tp 0119, Z40, 1wvp re4cmof L,"Ne:;,Hil w so e-�E-P- 'WITC44 5 ALI L-IqHr-r e-.,V1T4::,4, 4--N ' UO II 6o, ?<L- El &110 PIPFU � 1"^Q I AUGUST 6, 1988 Th N W WIN &S . .... > 00, "VI .4 PWM,, 1 21 i 5,p 4411Z ksill, j�- Z !7�', We, 119 ss NI/ e" a L electrical Galan' schedul'e ' 8 A"k,f C6 0 C r, I > AUGUST 6, 1988 Th N W WIN &S . .... > 00, "VI .4 PWM,, 1 21 i 5,p 4411Z ksill, j�- Z !7�', We, 119 ss NI/ e" a L electrical Galan' schedul'e ' 8 A"k,f u A Ip-� Ara^ r �aT, vt4JT THe"O 14 Of j':�' ewr 18d IN�i G�I�Nf*GT PrfGK, FPTG-}i INSTPt-k- a16-T P a�, rr-.n�fl4Jv�'j' O�5 Ll P - livIy- 121 vf�uT i PSG v�,l'�S G7�l'f�P -e� ON L�vii� bQD� RNt;LS sxis • >�� �r � _ 41110 — —` Al _._..._ 0 4 u A Ip-� Ara^ r �aT, vt4JT THe"O 14 Of j':�' ewr 18d IN�i G�I�Nf*GT PrfGK, FPTG-}i INSTPt-k- a16-T P a�, rr-.n�fl4Jv�'j' O�5 Ll P - livIy- 121 vf�uT i PSG v�,l'�S G7�l'f�P -e� ON L�vii� bQD� RNt;LS sxis • >�� �r � _ 41110 — —` Al _._..._ 9 3 MECHANICAL /PLUMBING SYMBOLS GrLI� 1.jq ?Elle LIME - �X1:3Ti�I��fJE4J - c��� ��r�� u�� --rte � ►�r��••� - -- I�oT lAl�r>:� �iiJi✓ - To t� �.���•��ra r>I�T�tz- i�T� : pLj� I� e4jjrlc, 6, IL-r ot�YSTej I'llrq IL, 1pm r-lnre, F $ a AUGUST 5, 1988 mec-lnical plumbing plan • 0 9 3 MECHANICAL /PLUMBING SYMBOLS GrLI� 1.jq ?Elle LIME - �X1:3Ti�I��fJE4J - c��� ��r�� u�� --rte � ►�r��••� - -- I�oT lAl�r>:� �iiJi✓ - To t� �.���•��ra r>I�T�tz- i�T� : pLj� I� e4jjrlc, 6, IL-r ot�YSTej I'llrq IL, 1pm r-lnre, F $ a AUGUST 5, 1988 mec-lnical plumbing plan •