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13500 SW PACIFIC HIGHWAY-32 i f El I fvI A 13 17 TIGARD OWNER 131 - MART CO. INC. 4 PO BOX 2 310 EUGENE , OREGON 503 344. 0681 CONSULTING ENGINEERS VAN DOFAELEN / LOOIJENGA / McGARRIGLE / KNAUF 3393 SW KELLY AVE PORTLAND, OREGON 503 222.4454 ELECTRICAL / MECHANICAL ENGINEERING INTERFACE 6542 S E LAKE RD SCHEDULE OF DRAWINGS MI LWAVKE, OREGON 503 659. 6394 G-1 SITE PLAN ' A-1 FLOOR PLAN A-2 MEZZANINIs' AND ENLARGED PLANS A-3 FLOOR PIAN WITH RACKS A-4 ROOD PLAN AND DETAILS A-5 FI,EVATIONS; A-6 INTERIOR ELEVATIONS A-7 WALL SECTIONS A-8 MISCELLANEOUS DETAILS A-9 SPECIFICATIONS 6-1 FOUNDATION PLAN S-2 FOUNDATION DETAIL:; S-3 ROOF FRAMING PIAN S-4 MEZZANINE FRAMING PLAN AND DETAILS M-1 MAIN FLOOR HVAC M-2 MHZZANINE HVAC & DETAILS M-3 PILIIMHING AND HVAC SPECIFICATIONS P-1 MAIN FLOOR PLUMBING PLAN P-2 MEZZANINE PLUMBING PLAN AND DETAILS P-3 SPRINKLER PLAN E-1 MAIN FLOOR LIGHTING E-2 MAIN FLOOR POWER AND SIGNAL SPECIFICATION'-) E-3 MEZZANINE. LIGHTING E-4 MEZZANINE POWER AND SIGNAL SCHEDULES AND RISER DIAGRAMS I APPROVED FOR CONSTRUCTION r CITY OF 1IGARD PERMIT NO.- `ITE ADORESS BY_- `_� t I ILE LE _– DATE <000000, � gCff Sh{.6i��, ta:•' Mc ... ,�9'.•'R10�1Ra' #''�... N4„�. �� 1i.... .r. s' Y• ' � t T"�F �` - _ ,- ._. r.�� M►..wriy�y+r,. --�_.....—r =_.._...... .__. ' ~� !I 11 1 1 1 I I I I I I I I I I I I I l i l I I I I I I I I I I I ISI I I I I I I I I I I I'I I I I I I I I I III V I I I III I'I I I'I I I I I Ip Jill I 1 1 1 1 1 1 1 IJ.1ipIii � IIi � il� ii _.� ... ' NOTE I IF THIS M ICROF ILMEDDRAWI 1L_ _rJ THIS NO IC LESS CLEAR THAN -- — -- THIS NOTICE, IT IS DUE TG GTHE RAM�ALITY OF 1}E ORIGINAL . ilii uiiluii iiiiliiii iiiiliiii iiiil�iii iiiili��i iiiiliiii ii��liiiiiiiiliiii ii�i�iiii iiiiuiii iiiili�ii iiii�iiu,`>~,iii lir ilii iiiil�iii iii�l►i��ii�l��,� i��ilii►i iii�l�iii i,iiliiii i�iil��i�i��fiiii iiiiliiu iiuliui iiuluii iiulii�i ii�iliiiiliiiiliiii i�iiliiii iuiliiii JUNE 1 , 1990 ' ...,..^...�..,.._............. r..,,_ — _ _ _...-..--^-+w�rr+r.��yw.. ,............'�..�....�+.�.K.,+r�n�•w.+vwr e�ia�rfnt;�row:r:�aas .a+e��.r' .-..__..ice 1t��r 'r Ail�M � .W..�.>....._.,�.d...-�._.__.._„r�...rrwn.� .-rte.......-�+...�..�..r._. ......,.�. .�..�....,.-_.....- I V f VARIES See sit,; plan LANDSCAPE � - _- - ---- I DRIVE AREAAREA RADIUS (Typical) PARKING � r _ CIO w 6'' 4" COMPACTED � 1' bac N � WHEELSTOP See site + + GRAVEL �� plan & curb section I 6 , ASPHALT PAVING °. BASE ROCK See s a plan for depto. 1 Slope all walks 114 /11. minimum away from buildings (u.on) For walks perpendicular to buildings that do not have minimum slope away, slope 1 4'ift. to one side. 2. Provide neatly tooled Control joints at 5-O"o.c 3. Provide expansion joints at 30'-O*o.c a•id at walk intersection. Q Q 1 SIDEWALK SECTION 3i4' = 1' 0" O i SLE 'vYZn.I,,11N�h .�Y tA-kErJ?1_ EN(,I�NLT�ZINf�,ING, y T � T G'fL.O►�C rEfJG� � a INFILL .N � � 1 Ji -- 1 1/2'(o STANDARD �P•`� PIPE GUARDRAIL amm �Req'd if paving or — —�— %4"xG°rb" It �V,Z; walk is --c5'-0" from- t i LL I b Pq�U►f3ol,Th 7o I lop of wall & 'g's WALK "GIK�E 2'_6 I'i ".) r'E F�tHG �! -1 I i 0 D 0 � u7 • (� Low �'�° �_ _ W W LUs W J LU z O --- �-�f MECHANICAL -MECHANICAL Z 1 UNIT I I 1 UNIT 0 W •-L CONC. WALL w/ t Q T F f *4 [at 12' o c vert. 1.10 x J U. �4 at 12' u c. horz. U W c > � U z 1 Q 2'-10" " M w 6" t FLR - APT cLb✓_ X0.0'' ��Er21 FYI � ' Y Z - I � � I fI,► 3 n I ■� ------ , 1 tri - 3/4x1 12CONT. KEY _�? I I � n rq _ . ��vuvL fJ - •��` ` ROOF f.IAT�F1 3 '4 1 II 2 RETAINING WALL - - -� - - - - - - - - • 1 3/4" 1 ADJOINING t BUILDING I —MECHANICAL ,l MECHANICAL I UNIT I^ MECHANICAL UNIT UNIT CENTERED OVER STAIRS 5ELOW 1 I 21'•�Ic. G.•I. 6f�TG � I I I I I I ADJOINING �L•A(i I.K FST N G I��(��1 G HFf j >�- � Ta C,sut,KlrJG II�;� .r . _ er IbdbI ti1L 'ALL- 112 LL112 4.-o - w� N`� d e 6 • d 'T ;nN T \ �II?EI.IA__K �EElyl� , MA'T'GFi P�,�}IrL,ah1 �Ov I� �EE '' �t7JAGErJ7 �Ulj_f71N(>t�y �. I►1�It7F. � 0l1'j' ; y � f7 ` ___.. V+/''Z ?r � E ? J >I-re y?ILIT101I r pW - • J. o d. 6 60 a ' d d ad 6 SITE PLAN � i b rI LTA . F�i5121c 24*m. L PROJECT SUMMARY j"F-e v12.O.)E61 S,-'c i`L-AN till' 11CHAl2D G. F-Hi✓IANN It AWSa. J U R I S D I C T ION L.I , TY VF SITE DTII. '116, `L�E NFA LAND USE ZONE _ CONI meYZGI,at, � 'z� 1/�1t_ LEGAL. DESCRIPTION _— --til- �i-tt7'tM �EI.•JEI7 -- —�s.�N- �AIJITi�K� kGI.1F_�j - . - I.JA?r-rl JjW rX�II LAND AREA ~'�eN. D�1(�:ci Cdr2 �,�2E5 8 >'fHG-(z IrJ�-�A..,,�� - - BUILDING AREA rT LANDSCAPED AREA PARKING i CODE - REVIEW BUILDING CODE AM!!11009 DATE OCCUPANCY 2 EEB ,,Z, 1988 SCALE PROJ. NO. CONSTRUCTION TYPE NOTED 7181 ALLOWABLE AREA DRAWN CHECKE JT® AvD SHEET NO C� 1 V DIMAR�N14pyi or J .. I - —__ ...,....w---- _-.w+�.++rMLL.YiY.�.�w��►... --i.rwnnMr...w`u•+rMYY+M�.Mr.�'.hMNOM�r -_ _.._.___._ _._.._—.._., I III{III IIIIIII IIIIIII Illli I IIIIIII IIIII I IIIIIII IIfIIII IIIIIII lull I IIIIIII VIII I IIIIIII III�III IIIIIIIIIIIIIj�' I IIIEIMOTE: IF TNIS M[CRO'rILMEDr6DRAWING IS LESS CLEAR THAN 1_ THIS NOTICE, IT 1S DUE TO � _ THE DRAwQUALITY OF THE ORIGINAL g t►rL Z Z IL OL 8i l Li I el' i t bl I 41111111 I 8 fI 1, 9 9 ► £ Z t„ ,.lll�i iiiilllililii�l��lilii uulilii i►ielilililii��►l�iliiii iiiiliiil ii�ilil►�li►Ilrlll JUNE 1 91990 . 30X i 5 4 3 2 1 - -- - - - --- - - - - - 2 '-0' 26'-3' --�� -- --- -- - - - - --- 2b- - - -- - 26-'-S' _.--:- ---- 2O- - ---- - - 26'-3' - -- 211-2' DOOR AND WINDOW SCHEDULE MARK SIZE TYPE NOTES AND DETAILS G 3'-0 X 1'-0(2 EA) ALUMINUM STOREFRONT N • Z 1'-0' (2 EA) HOLLOW METAL SECURITY BAR AT CA - ---------- --- - ------ - - w X 1'-0' HOLLOW METAL i 1 1 O e'-0 X 10-0 ROLL UP STEEL HAROWARE AS REQUIRED 3'-0' X V-b' (2 EA) ALUMINUM SWING 6'-0 X 1'-6' FRAME O 3'-C X 1'-m SOLID WOOD --- O 2'-1 X 3'-e' --- STEEL CART DOOR AT DET �g - 2 BUILDING 9-0' X e'-0' X 0' 4' A- ELEVATION Q / DEEP CONCRETE PAD 0 n t- O �,Ep 1�0lE I I I I I h N1101-1 e-m' • At. l0 1J ��E b MlJLN I v I � Ln 22. ( W N N N 0W 0 JQ O �Y 0 N O1 �QZ - A'7 W W w A- W 3'-0' CLEAR 0 0 Oc W a F- - � QOf S -CONVEYOR (� J L ol SYSTEM Z "' --- OPEN PIPE RAIL ---- __._- ---- ------- ----------- - ------ BETWEEN STAIR AND CON TOR i Q SEE DET A-3 0 W n \ I J 3 Y. 9 3 STORAGE I I �, to b T o� SALES ROOM b,-b, Ar, A O - 9'-0' X e'-0' X 0'-4' THICK CONCRETE PAD i O STOCK ROOF I A4F/G9.9 3 BUILDING 4 0 'ELEVATION A�--INSULATE PLUMBING WALL � -�j 1 WRAP COLUMNS WITH 22 GAGE r AND tlTORAGE ROOM , STAINLESS STEEL 4'-0' HIGH. DEMISING WALL WITH R-11 - - H I I I1 I LOCATE_ JOINTS OF STAINLESS INSULATION --� STEEL AT SIDE OF COLUMN FACING THE RACKS TYP AT ALL COLUMNS IIIIIIIIIIIIII I TFTPITITTT= �- -� I FACE w ---- _ RACK _1 NOTES AND Sy"wLS DOUBLE 2 X 4 PLUMBI'VG WALL 57— 2 X 4 WOOD STUD WIALL I I I I I 2 X b WOOD STUD WALL r I CMU WALL u'I I FOR PH4RMACY --------+ I AND RESTROOM NOTES AND DIMENSIONS CAt SEF_ SHEET A-2 ° . FINISH SCHEDULE ADJACENT BUILDING (GROCER STORE) ROOM NAME I FLOOR FINISH - ----_ _ ---- i A 4 C K 9 r A - EXPOSED CONCRETE SLAC B - CARPET D - VIN YVINYLEET L COMPOSITION TILE E - PL T WOOD co (Dk 514M --- -- - / d - 4' IRUR BASE bBB I � b - ' RUBBER BASE 0 - SPECIAL (SEE NOTES) WALLS -- - - �- ' F - EXPOSED CONCRETE AND PAINT _}� 3 -b 14'-0' 14'-✓' 4 l'-I' V G - GTPSLA'1 BOARD AJqD PAIN1 2'-p, I EDGE OF FABRIC 14 - SPECIAL (SEE NOTES) CANOPY' A13OVE X - EXISTING TO REMAIN L__ I i� -I ELEVATION CE IL INCs --- -----/ J - EXPOSED ROOF STRUCTl1RE K - SUSPENDED ACOUSTICAL - TEFMAR DATE FLOOR FLAN L - GYPSUM BOARD AND PAINT ON 2 X 6 JOISTS AT Ib' O.G. WIT-4 5/e' SCALE PROJ. NO. -" PLYWOOD SHE.%TUING FLOOR ABOVE. ve' • 1'- /600 Z I/e' I'-0' M - SPECIAL (SEE NOTES) 0 1481 �"ZS y /S CEILING NEIGHS - - --- -- DRAWN CHECKED Z zCp C JTB RU1 / 3 OC 9 ''-0' 106 - 10'-b' (ETC.) SHEFT No -350000 X - EXIeTING TO REMAIN Z148144 of . .:. :. +� N•'na�F.S�.' - Y _. •"Y^fid°"' Y • w„ -III'I�III IIII.`I-II-II I-III i III II�I IIII IIII III II yI-III I IIII'I_II�1III`I-III-I_I._I.I I.-III-1-I-I-I`II-I-I-I-III I III II _I_�III IIII-I-I-II-I I I-II II_I-I I ----l--b-1-I - i -1-II1II III III_I V I1I NOTE: 117 THIS MICROFItMEU 5ij!.LjIjlilt D7AMIG IS LESS CLEAR THAN THIS NOTICE, I IT TS DUE TO _ THE QUALITY OF Tit ORIGINALIt z DFANING. IIII (IlIIIIII IIIIIIIII.IIIIIIIII IIIIIIIII Illlulll IIIIIIIII IIIIIIIIIIIIIIIIIIIIIiIIIIIIIIIIs IIIIIII 11111[11 IIII IfIIIIIIIIIIIIIIIIIIIIIIIIiIIb�►I III'�IIII�iIIIllllll iIIIiIIIIIiiIIIIIiIIIIIII Iillllilillilllilllllll IIIilllll IIIIIIIII IIII!IIII!Illilllilrlll JUNE 1 , 1000 3/4' STOCK ROOM I I 42' NIGH PARTITION WALL OF COLUMNS � - FACE OF STUD6 WITH I X 6 CLEAR FIR p INSULATE STOCK ROOM DEM161NG - GAP BANDED 811.100TH J WALL AND PLUMBING WALL WITH Z IR-11 INSULATION O_ CODE APPROVED ROOF l I/4' 8'-4 3/4' ACCESS LADDER AND w _ ---- \ --- - - - / ROOF HATCH ABOVE l r/1 R-11 INSULATION AT THIS WALL I i F". MEN - - � EXIT SIGN ADOVE DOOR r FL J0R DRAINS SET DOWN -- �� FD' C t G K 8 a 3/8' AND SLOPE FLOOR F.D. 9'-0' LONG x 36' HIGH C) DOWN FOR 2'-0' ALL AROUND I - _ BASE CABINET WITH = ap STAINLESS bTEEL 61NK p OIN CENTER n 8 . 0 PRA,' ,K 8 UT I L I TS" ROOM � 0. a Q � STOCA'. ROOM \ - ---- --' PROVIDE R-11 INSULATION IN THIS WALL FROM GRIDLINE D-F/GJ- JANITORS CLOSET WITH b - \ �. 'A' TO I'-6' BEYOND GRID GALLON SUSPENDED WATER -- ELECTRICAL PANEL HEATER AND 2'-0' X 2'-0' Oin ' Z 0 1 1 I cv I RCL BERVI�E SINK I LLI cv O rn ;� 3 p0111J — n 0 < STEP ---- - - Y N Z RETURN AIR I 42' HIGH PARTITION I) \ Z 6 9 DUCT § 6 WALL SEE DET41L � /� J W w O rte/ L w 4'-S I/2' 3'-9' 12'-'J 1/1' -*--FACE OF `► / 8 v Z Lu 0 __— -- -- -- STUDS NALLWA`1' ill _ _ 1 c 4 F/G K 6 _OFFI C E X _ QC W Q H C4GKS - - ---- -42' HIGGUARDRAIL RAILING 10'-23/4' 3'-8' 41 WITH I X 4 BANDED FIR GAP I �f---CENTER LINE SR1 / h AA Y F Q PURR OUT WALL WITH 2 X 4 F_AT AT P-4' ON CENTER AND R-11 OF WALL '4 ddi Z C --- - - - -= -PARTITION WALL WITH RAILING INSULATION �ouN Q U w MOUNTED ON TOP. TOP OF R4ILING _ J _ .. -- / \ S TO DE 34' ABOVE STAIR NOSING. SEE SUPPLY DUCTS TO FLOOR I REGISTERS AT FLOOR ABOVE L 1 CONVEYOR TO DE SUPP�I�D / vJ , > A BY DI-MART i I 1 9 Y ' I N OFFICE x r ' - ----- 3 FiHARMA�I' i G 4 G K 6 0 C4GK8 v 0 u NOTE, PHARMACY FLOOR 16 rr RAISED D'-6' 1 © T7 - - -- ift I I/1 HANDRAIL �--• � - ------—----- OFi=1 G E n INTERIOR x ' TERIOR LANDING ELEVATION� I 6 � TO MATCH EXTERIOR SIDEWALK 0 GRADE. INCREASE NUMBER OF RISERS AND T?k9AD6 AS REQ'D iF. Ll A4 - -- ----- — 77777777,77A – 5/8' GYPBOARD FURRING APPLIED DIRECTLY TO I SURFACE OF WALL 'F-FURRING � \ LIMITS V_a. 1 I 2r-m' PHARMACY AND RESTROOM PLAN 1/4' - I'-0' I I I I ' I I 4'- ' b1-0' 4'-0' LEGEND `1�./ 0 l . 2 X 4 STUD WALL 2 X 6 STUD WALL e / �--1 I I DOUBLE 2 X 6 STUt-, PLUMBING WALL POOR 18 FLUSH I I 9 B 9 WITH EXTERIOR 1 5/8' THICK MASONRY WALL y -- ---- ----- :-7 FINISH SCHEDULE �- Z '✓ ST T OLLOW METAL OLLOA�,! METAL A� o maDCM"1 NAME {� I/4' I'-m' FLOOR PINIBW - - -� A 4 G K S 9 I I LJOLI GO►2� �lvtil/ A - EXPOSED CONCRETE SLAB 11 9 - CARPET 111------ ►L- J ( I C - SHEET VINYL t ----- - 8'-®� E - PLYWOOD USITION TILE I' I .—.-_ _ - co 7 15ABE 9 - - 4 - 4' RUBBER BASE b - 6' !2UDBER BASE 0 - SPS-GIAL SEE NOTES) � � - _- - 1 `i ` - WA4t,.L6 � DOOR AND UIINDOW BGNEDIJLE -- --_-- F - EXPOSED CONCRETE AND PAINT G - GYPSUM EOAI�� ANC r'dINTlu --- N - SPECIAL_ (SEE NOTES) MARK SIZE TYPE NOTES AND DET.41L8 Q 9 x - EXISTING TO REMAIN MEZZANINE FLANSTOREFRONT O 3'-0 X 1'-0(2 EA) ALUMINUM --.---_ _ q J � i - - —.------- - --- ------- _ - - ro i CEILING — -- -- - I/8' 3'-'D' X 1'-0' (2 EA) HOLLOW METAL SECURITY DAR AT 1 — 4 J - E:XPOSED ROOF STRUCTURE DATE 2 — 4 g7 -- K - SUOMNMED ACOUSTICAL - TEE BAR I - L - GYPSUM BOARD AND PAINT ON 2 X 6 O 3'-0 X 1'-0 HOLLOW METAL JOISTS AT I6' O.C. WITH 5/8' SCALE PROJ, PIO. „ _-....__._ V8 • I'-0 7461 __- - ---__---__ ..__-_- ---- __-_ -._____-- �- _ -._.-- --- PLYWOOD SHEATHING FLUOR ABOVE, . . 4 --_8'-0 X IO'-0 !9[3LL UP STEEL HARDWARE AS REQUIRED-- - M - SF'ECIAI. 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IIII IIIIIIIiI lllli!III II�IIIIII III►IIIII IIIIIIIII 111111111 IIIIIIIII VIII iIIIIII��IIIIIIIIII�fIi .I I�illlillil�r,„!IIiIIIIIIII! IIIIIIIII IIIIIIIH IIIIIIII iffll� l illlll l�!111111 II!IIIIII ulllllulllllllullullilllllul1111II IIIIIuII 111111111 J!"ilTdil f J UTNE 1 1990 - M •r 4 26'-3' 26'-9' 28'-1* 26'-3' 21--2- Z 7 g- PROre -7T- I I L r------ too N l00 Ln w (N C14 0 u- z 0 LV W I w rr W Z .3--0- CLEAR w F 0 a- SY6TEM j ---- - — . --] —r CONVEYOR 9 < in a) LLJ j STORAGE (n 44 lo;.v 44 12 41 in 55 L 41 41 52 44 so 41 60 41 (00 44 (043 -I r -I -I r -j L J L L. J L -J L J -i L -i L- -j L- _j -i L J STOCK ROOM WRAP COLUMNS WITH 22 GAGE STAINLESS STEEL 4'-0' HIC-A-1. LOr-ATE JOINTS OF STAINLESS STEEL AT SIDE OF COLUMN FACING ry THE RACKS TYP AT ALL COLUMNS L-j --A FACE Or- RACK L NOTES AND 6YM15OLS DOUBLE 2 X 4 PLL91LAIWo WALL 7�0 Z== 2 X 4 WOOD STUD WALL EL 11 1 41 61 6� 32 5/8 -rrrrr" 2 X fo WOOD STUD WALL '10 41 (62 41 1 1/4 1 4�1 62 41 68 41 63 48 69 1/8 1[ 41 63 1[ 41 41� 61 3/4 - --- 3 1 61 1 41 61 "41 10 1[ 41 �213/41 1 V CMU WALL 62 1/8 0'-4 412 0'-4- .. .. .. .. .. .. of FOR PHARMACY AND RESTROOM NOTES AND DIMENSIONS SEE SWEET A-2 ADJACENT BUILMINCs (GROCERY STORE) L._J .7 :3 0 I J ............. .......... ca -14'-O'-_ 1*-9)- L3.- I.-I. EDGE OF:FABRIC CANOPY ABOVE w DATE zm, FRA CK LAYOUT F)LAN SCALE PROJ. NO. 1/8' . V-0, 1/8, . 11-0 1481 DRAWN CHMED JT5 SHEET NO Z1461AA OF ' IIIfIIIIIIIIIII IIIIIII VIII I IIIIIII IIIIIII IIIIIII IIIIIII IIIIIII iill15 IIIIIII NOTE: I F THIS MICROFILMED -4 1`11`��Vr 1 14114 9 1 12 I'Flk I , nI DRAWING IS LESS CLEAR MAN THIS NOTICE, IT IS DUE 70 DRAW I PC,. z 9 THE QUALITY OF THE ORIGINAL H111111 I f%,1,1 I M,ill I I�i - C' LEE] 1K 7-T JUNE 1 J990 3ox Am saw 4 3 2 1 16'-3•---- 28'-l' -- 26 -9' - ----- -- 28-1' 26'-3' _ 21'-2'- I z I I I I I I I Go•or�VI1JATE ��r��:,,. •� G La TCM GU W3 I r��. Temm r-wr (-url'e) f CZE-FA?j GU Lg r N;?L I 101 60Kr'. TA, LAS 4 K �!► (r'( A L-UNIT — - 7 '•/�� - \ L � �:\ I`V-�tJ y F. � ALLOW CjA►� '��'fIJEE►� � -VCHAJJICAL = - _ - - _ 6 I �� I` _ �_ ••� �1 � C,U6tOM �� GLai2r3 � `��-JI�t�OfC4 ��aw'g z � x � TO tZOpF h'fr_'�.1L'(Ur2E .� � •1 MECNdNICAL MEA�CHICAL ' / UNIT lNit I �' — I"_E�L 10J 1 STr21I� = - Ep PRpfE •� _ kk r. CAUL K1NCj — I - I • 1 AL UrJIT I2-� -OOF e AG UNIT LI�i�I� a © t, i I I I I I i W PXXP NA I I I Li- O r Cct,lT r�>tieL�a r ��2 8D G N L to r✓T Q 49,101, /a¢ I I / f'h.IFJ 1'EV C01''I r a �� _ �-- I Z~ ADJOMMQ• CGN'; CGT�1C '•�LEI� _�� W o MUILDIN4 J W Q M CH ICAL LNIT MOW IGAL A'f`r"•LH� .�.1 I' T�, I� _ 'LO CON'r !R 7 0 '{A, r-I Agri lhk -F�It�'( 'i a W j/ MECHANICAL UNIT I r IN. '-4 G.G. 1 r-.A-Tj, r1 11 CAt'vrl Z i CENTERED OVER I r \ ,.-r} C A'-\), I�1-�rhl�E Leto OF GAr, Ioe F/1j-'�fLltr � uJ STAIRO DELOW / �� -- _�- ,. • ;e L! I N_'-1 TO MATT IAIr C orJT -- -�� z ' V�4 �, IBJ ►:r i, C_ ; aT��H To �� _ Q 0 J /ADJOItviNG/ - HA, euILDING j C•f✓'� L;ALI. - _ - Q Uj A rri CANOPY BELOW rn oil ROOF PLAN a^JCAT�EYL1'I(�HTNEL}� -' uAr1ANTL E��iCE �>I�1EGS) 'ro It,1LL-UI�E i F 11 1MC OF EI-)(aE� 4 ?EtJE1t2AT c4NCl. S, ?,z7F HATCH To ✓� C.l�>Ti�l 1 UrZI�> INC, r2v�: C2GU1`'1'I.0 ,4/ rWO-rlIECE -- 14i,j 4IH Ac, AT '-1EU-1 uwr-e>. t,AT PllPC-/VEtJT �C-NETrlA'Ir,►.l�s `(l.1 13UILVCX s . VJ w m � O I DA TE FEES 22, 19_8_8_ SCALE PROJ. NO. NOTED -1481 DRAWN CHECKED JIB AVD SHEET NO I • DuTJp'14RT/I.1-1trIR76 OF r I .._. .. .. ftwmm� - _._... " � III{III Illlilr IIIIIII VIII I IIIIIII VIII I IIIIIII z ; III1-1 I I IIIIII IIIbV lII1INOTE: IF THIS MICROFILMED --- 1 ___=��._ I --��----I � __ I �_ -. ii 16 Il DRAWIK; IS LESS CLEAR THAN THIS NOTICE. 1T IS DUE TO THE QUALITY OF THE ORICINAL j riiiiiIii-ii DRAWING. Ilillllll IIIi�!Iil illll►Illllilllllll Illlillll lilll IIII II �IIIIIIIII IIIIIIIII IIIIIIIIL��I;IIII1!II IIII IiIIIiIIIIiIIIIIIN IIIIIIIII Imlllll Iililllli IIIIIIIII IIIIIIIII IIIIII!Iiulllllll IiIIIIIII lilllllll Ilil�llll Iilllllll IIII�IIiI Illlrlll J UNE 1 '`r x1990 _ ,v. t , I I Lf) L 0 V7 W (Y 1 4A6X CK r fel r LjCPH , �D �-r cTof G N►-I ic7H 4,Y� r IL f3etGK �i �>ruSN �o.,N-fy $ TE:K1'urFty c�IJIsH. SO�DI�fC c�llfc`jG GAFF FLi1ifIIlJC7 I VerZIF `s..OGI.I�O I- r-1Ar2T. TO v�j(? N „ ��A R7� r ----- �- --- - - --- - �PL.IT-PAGE �My _ - _ _ �/ R •� ----- - SPu1- FALE e.I-1 U I � 1 o G M FLUSH -141w(Slad 0 PRp T - LWJTEI I IEEE rarR �, V Ln v N W I NORTH ELEVATION " OQ JZ rz�F 5�oFi-vr1o%1-r Ifo ei.Adc - - _ - - - z rn — _.---- _. ------ - --- f LJ �lol►f, Ci��TYItQ _ fr _ � z it � I 0 J CL z Q -- 4 M - Qf M .. I SOUTH ELEVATION CA P FLA sN 1 UCr ' — _ .� —_ — � � -- —. — — — — _�i-�Inl aa2.•,PET � � T LINE �."� 11gp� `ws'`�ONr7 _` -- g°I�1 tv' zcl�u(� �ooRS Got'irioN ie1 L1. it"A i jTLTjr 7- 7- -,,,EAST EAST ELEVATION I � _ AC C,1 P �4.45H Its ' CT T T-1- e,O (�l w 1,114 L1i (Y z Ltd _j D i WEST ELEVATION I Im Adst N DATE SCALE PROD. NO. , DRAWN CHECKED SHrET NO A 5 OF i ILlll�lI lIIII_II_-I I.V._—III`�jI�IIIIIII Ji3llIlII I --1lI •�- I I �7} MEr 11! �IIIIT1 ! ! -.b CIF THIS MICROFILMED 17 DRA01PX1S LES. CLEAR THAN - -ll 11 1 111 _. THIS NOTICE, IT IS DUE TO _ THE QUALITY OF THE ORIGINAI DRAW,N . II f ( ' III llIIIIIIIIilttttflll'IIrill,TilIZ11114111 l ! III1IIIilllilll IIII�IIII Illilllll Illllilll IIIIIIiII IIIIIIIII IIIIIIIiI Illlrlll30 x r JUNE 1 A , 1990 —.... ..,.,,Mr.v.:.n,..,rrw..... snnar..,•rw*�Maxun.�lrll�il5t:•t .. - -. �" w�.a �. ....__ :.... .,.. _.. w 11 -4- - -------------- -- I 7 VERIFY PAINT COLORS APPLIED PLASTIC LETTE V) WITH BI-MART VERIFY STYLE AND COLOR 5 �y`7H BI-MART I i ---_ - - -- --- --- - - _ - - -----�,T-_--- ------- --------_-------- --------------- --- -------r-- --^---_ � - .Y__--- _ __- --^_._..- � __ - - - - - _ _ - PEGBOARD - 1/(lp r - - - -- _ - BOT OF PAINT STRIPE AUDIO «,tea VIDEO -15* TTP Aov A� COSMETICS mares l HEALTH C4RE - -- dOT I LETTERS OUTLINE OF RACKS �- �-� I I .OF PEGBOARD O j F- RiON' T L CEFIN rLR O �MOfE � 10'-0' 14'-!9' 13'-4' 16'-0' 14'-0' ------ _- --- ---- • M. to N - - 0 LL rl O TOP Of PEGBOARD �{ HOUSEHOLD CLEANING HOUSEWARES PHc;TC)/SOUND — — SEE FRONT ELEVATION �zl FOR TYP. ELEVATIONS f` BOT. of PEGBOARD W W a oa I W _ o -- — -- -- -- — - 0 oc LU z DQ F- 0 -- Z V � f L E\/,4 T w Y Ul II'-10 3/4' IE'-4' 4'-4' II'-4' 4'-413'-4' 14 ai ------ - - - ....- ---- M ------ - -- --- -- ----- - -- - ---- - - --- - _ ------ --�------ -- - - - - - i ------ --- -- ---- -- TOP OF PEGBOARD -- --------- —-- _ __ — 1"JIMPAER AUTOMOTIVETO �raYS PAINT MER HARDWARE �TY�P.ELEA SPORTING GOODS TIONS AND NOTES. DOT OF PEGBOARD oa f�EAF, LLE \44TION l 14'-8' 14'-6' 14'-8' 15'-4' IS'-0' 15'-10' --- - ---- -- T-4' 11'-1 I I —– ---------- TOP OF PNGWARD SEE FELEVATION PHARMACY/RX INFANT CARE' PET SUPPLIES Flc)H/NG FOR TRPVELEVATIONS AND NOTES. z - ---- DOT. OF PEGBOARD LI }-- E T - /` f;;�l A D E Lu I C N Aga ---_ -- - --------------- ----__._ .__._________ ,g„-I, y„ 1-1-1 ca n� l� Q O l� V � DATE r=Ery, SCALE PROJ. NO. 1/8'21 _0 7481 DRAWN i CHECKED RDF/JTB SHEET NO -T TIG-ELEv of i r;ti ^^”. 1i9Y I ` ' III Illllil III III IjI III I I it IjI III III IjI !II III Ii! III III III III III III III I � III III III I It tlt III tlt t t I t I I Ilt I t 1�; 1jt �4.IjIjI IjI I�! IjIIIjI Iii Ijl ijlll I - NOTE: IF THIS MICROFILMED 5 I I I I 1 I I 10I I 1 I I 1„nI DRAWING IS LESS CLEAR THAN --'- --`- -- --L - JJ1--- --1- -.-� --- -�-- -. - 1-- -I -- J THIS NOTICE. IT IS OM TO THE QUALITY OF THE ORIGINAL £ Z Z LZ 9Z 4T Z Z Z lL Z 8T L Lt t �L T [ t tI Z 9 * L S 19 ►-�£ �11__ tn.n 11DRAMING. (IIIIIIIIIIIIIIIIIIIIIII�IIIf1IIII�II1IIIII�IIIIIIIIIIIIIIIII!il lllIIIIIIIIIIIII�IIIIIlll�lllillll�lllllllll�llli�llll!IIIIII�IIiiIIIC�!Ii1 3ox JUNEU, 1 , 1990 P. • .._.��+*year �.`...._ .-. ..u....:..- a...aaw.....-.. -.++�....�rrr........ww�+awrw..�.wn..� ..-._ I V1 5 ` a $Ww �{I(aN �G+,iE P�iw. � 2 � ,ASS � � ''GYv �/�2'� I�•�� A-4) 7 �1E-fi1L 51J�f vK'( <%1-If'% u/ E��}KINC„ FSIs t �;1, v/`��Sy .;; .1 � I t%L A'>•N I N(a WAG L-��"( Lof`G moi-�i1 M�i N A I�'j�� , �� R-�.S IV I N--�U I-A"r,"'f,l � (OF' Ft Mlu, 24 O,G, I ASK., FINl T1IAl, 4 A -- � Ft-.ASAI I AICs'gyp i��'(�NU ��U��•4�K 2�I R ICS I C/ I U��I,. � z T`j I I � � � •• � � I I 17 M y LI 5�,'�o LAP 2 MIu. \ NAII- To G 24), MI u• I 4-4 � ��f .��f� ��' ,� __ '�/� �.,��la�� •�� /� r..YlAlorr�- � N M. ioo�� - W Cl I _ • Q .. N I Z W JW W ' o f0 cr gh 10' Z M �,�uv W } --Fla, I U l�,�� fi/ MC�(A,I-y�Gji1'(-r'�Q y� �� Iv ' 11 l 17G6 •: ^ UTIJ !2Ahc� C.�i I- Z, II Y��NIIIIUIN Ln I -ro I NO �'ate, �O �G �� , (tet•l., / 2�"G'A'G I��I ; rn E,oNv E��AM I' _ ;-FJZ (//Gi. il 8�o 77 `` I I I cA, SIDE. --yP�G 5 j1��G-ivr•,aL ' 0'4 it, F-ewl2. G2� •� a . .I F IMf I��u1, PVWrIeTe-4r- tp-40L.. CD �. I•r « A' �� I -o� Ca k--- � �,I G�t�! ri 'I� ✓ '�- G,�.1�10�-r '� �T`f P .J.!t•/I�lal...l. �ih'�Ill 1:1;MIf�1'.-On [IArl ��I ON V W/�✓I SCALE -— PROJ. N0. �A1 W-t 1/8' • 1'-0 1481 ORAMM CHECKED JTPS RUJM SHEET NO A-7 Z-14r AA of 111 III ill 111 111 111 III III IlI III III II1111 Ill III III III 111 111 I I1 III III 1I1 14- 111 ill VIII I III III 111 1 I III 1 I I�I I I I�; III ��J 1 I III III III III III 1II III I I - • NOTE: IF THIS MICROFILMED ( 11 I I I ZI I ( I j I I I A I I I �7 I I I DRAWING IS LOSS CLEAR --fi1- -----JJ�---'t � -----L- �- -----1 - --- THIS NOTICE, IT 1S DUE TO _ THE QUALITY JF THE ORIGINAL !! DRAWING. IIII.I,II�IIIIJIII�IIII IIII�IIII IIJ�IIII IIII�I►II IIII�IIII IIII�IIII IIII�IIII Itll11 1 l1 lilllilll IIII�II!I 1 III,II111` .1111 Iill�llll�l�ll�ll�l iIIIIIII,llll�llll imIIIII lilllllli II.. IIII lilllllil IiIIII,II Iillllill IiI11111I IiIIIIIII Illllllll IiIIIIIII lillll1111i11111,I Illlrll y J UNE 1 J990 r i relp Will >=�.�M- � ►-�,182�, AMIE - L - -- _..- - - - - _-TJ I - -- ---- --� 0 -- - -. - - t w IV' 4l� 40 Fc�RHIIA FINIGjI} � I��IIM I II 0� �`� - - - 64LA21:,J(� 41 l� �i OIC` - �o►�+ o -- a� ` - H C� —. {1 '�N`" /o , , --- �.�(��• E.1�iA�, I a II Q nth --- .}aJ -- -- - - - v� -- -- I SAW "� . pN ��n G�ypllO/G r--.-, � �� ' U•+�it Ul�l�i 00 2 10 OLl'jt* A4d,L1-rscal.pl,ll.Y D,v� GST 101 ��4 F I�"arr✓ W N l I'HN'�`��AC.'� ��E\/A'I''Ic0►�I '7 N A� � Ut7t►.1G1 i�11IJ�lAJ 1,(2�1,�11,-.,I -- --__ -_--___.—... .-. c2" 0 j o JQ \� r r Z � Ip z WW Lu5J J wa (`1Y� '-Hte'f ✓INYL T,p 415 TLAOCWX: ,P L-AL- W L- 415 � (� - L Cl hU" - NhIQF STALLS f IGL. HIJ2E. 14" tsl 1•�. ,1/ 2- 2"k A" I?IPf SF�'(IONS (_40t-9G KItJ H 51141P C`' e9kic o T_ w ire !Z�no� � 7L IzaIUINC� G'(IDNc,, '11p,JIOG 12E'fi►1MNy Mleaaz or VwYL--TYP ( F -�- `=` �IfZ CAI- o PINK N tA.. 4" �C'(ION, .�11Af_H �iE TO e�rALe W/ -- — l}•_%t}.'l� X 4° -A(� s�CrL�W�i, `�-OGIC taNYJE►L SCI2�wILiF � a 'qHT \ u „ u Z �w„T�I� y `'►7lI -t- 1 Ar I t. 0. 'aA S (D3All✓1 v�rLl' Lr�} Q FL0o2 JoIIST 'C. _aP w/ z410 j � - } r� J Z I'� ;I �' -�LAC:I'( Li Y 1 CONVEYOR BY OIWEIi i - - , --- — - - -� -- - - --�--- V1 VERIFY E,',CT LOCATION (IL PROVIDEBL IWsIA8 — _ 7z=- PER .__PER JOIST M IAGQURER r — g .. S' VERT � _ • -- - -`.�-_--. 2- 2X6 MECHANIC-AL Ac ESS I_eF - � Tu •� W/ JOLTS AND 41” I�j •>e21I�f 4- b ( �.>♦ `>l.L�( 'JII��YL f0 riJC T�RNE7J �I� ALL c�A t. N/ BLGLK TJI c FoZ STANDARD RISER INhIDC `7(ALL'� P .J21I�At.�� D'w!ly,� �JHe(ZC I JAIL IIJC4 OLI(i 0 AND TREAD W ITH DU L NOSE: E LDGE %OIZMICA Flr 1, cod4ofw - — 1 TUp WALL W/ v ., Q I - tET RoGK ' r l l '!- 2 X I. STRINCsERB -- 14 Q, AT EQUAL SPACING / ( _ N I I / I 4"S pLA�rl I / 1/2' SNEETROCK AT ENTIRE - _ - r-- -- I� 'VAIZWAL.L f r I _ INSIOE OF C:=CLOSET \ �� I I + 11 FRAMING A8 OC U --- l C RR8� DE7pNC? GCr1VEYOR I --._ _- - - ----,..- WALL SHEA"RING NOT SNOWS FfJR ;:LARITY Ll 1 i I I �` - (G I •` - - - - -- GNU L�«0- t(� ToII_E-T 16 r'READS AT 0'-II' . 14'-8' U ' M STAIR SECTION AT CONVEYOR i - --a 11 Ay ._ v�► C N I�r o- our I Isl GIc I lsAnL>'r PRLA., (� V/ rJ/`4'II I N h '/y'� /h1'G - _ _ - _% •I�'.x+• <oL c 1 10 GA 2 r Poor SET,&I �.�- w��>r a X16• � 0 L bl�I�y�'oUt �spbvrl �p'� Pf;fill�0 yToPs '� 60• Ge r TYP vow* r17 r�fr►� _ lod3 I � = r F!nl. (�t2AJ7C �!5 till.. �� Vic,\ j I � \ I � i � �r��. ,, i �slr+e�.G� �� / � • ,- r�yl'u '�'2'� � `�. 61� - I LI - � -� � �I 31�� Slt JP-1 g!. �L � � ,�•�-, I Il � � N z ; I Z'� � ISI � I —� R-T Yl d� 1, T1 - Dl�f�'' ALLY}" WELDrj . �1� TO I..IALL P �SNO•L, I ? `� �^,•IJ"Ij1•I rlpL•. rA"iL-. I Q � �' ---....._._-._ `- 2'.c%4°J`D-22"fib. 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"L, 1988 I-- -4 SCALE PROJ. 140. - �� aN T IDRAWN P- _ CHECNESI rZ pptiN �� ro hJT I %;0 1N els f'oL.rT - S1-orzM D�A.I�f CO r'L.4rIZr poo Z JTF3 I - _-_--------- _ -_eLe - �Z SEGtJ2ITY BA, DETi41 LS � - l�, FIRF EK ITS SHEE1 NO /1CJ '\,A V BIMART/GEN- 48 OF ' III III III III III III III III III III ISI I I III III III III III IIIIIIIIILIIIII III III I�I 111 II!'IIIIIII III III III I LIII I I I III I I I�a III JIJ I IIIIIIIIIIIrII III III III VIII I -"'""y.�+r NOTE: IF THIS MICROFILMED I I 1 I 1 12� I�I ! 14I I I :11 I I I ts� I_ I I►i�� I I 181 ' ��_�_ �� I I ��I DRAWING IS LFSS CLEAR THAN THIS NOTICE, IT IS DUE TO _ THE QUALITY OF THE ORIGINAL � � - DPAMING, VIII illllllll IIII!IIII IIII!IIII 1111!!111 illllllli IIII!IIII III11111�1111!IIIIIIII111111 lilllll!I II!Illllllltlll!IIILt ;!1111 illllllll illllllll III1111N IlIIIIIIi`Iil►illlllllhlli III111111 IIII!IIII lilllllll IIIIIIIIIIHII�lllllllilll!I!ill!Il�lllllllilllllll IIII!IIIillil��ll JUNE 1 , 1990 js.AT LGN Do not excavate closer -than 1-1/2rl slope belgw base of coatings QIVi18I0N I GENERAL unless approved by engirfeer. L_U_S .K_7 MOISiURE PROTECTION AtJD iN�ut arrnti 5. ms tock pile subgrade material u be used for fill or for site bIS10N 9 FINISHES r �- GENERAL grading. All excavated material not approved or required for tnis I use to be r \1 emoved at no additional cost. Grade stockpiled aVIS10N 4 MASONRY A. GYPSUM BOARp I . These specifications are general in nature and are intended to set material to afford weather protect) n. Gypsum wall board, 5/8" thickness. Type "X" where noted. U.S. minemum standards for construction materials. Workmanship Shall BLOCK AND HOLLOW 6RICK Gypsum or Kaiser G/psum. be controlled st gond quality by the General Contractor . v, FILL MATERIALS AND INSTALLATION 2, U.S. Gypsum or kaiser metal trim at all exposed edges, corners, - Design Criterlas Roof live load 25 psf (snow) 1 . Un site materials, free of organic material , may be used for fill 1 . Design f'm =19,50 psi . A. MfTAI ROOFING - BIJILpING and as shown on drawings. "Perfalape" at Joints, filled and Wind 80 mph Exposure B inside the building areas during the dry season• one ' y, use Of on- 2. F+11 CMIJ units to he Grade N Type 1 lightweight units per ASTM C90 a. Metal rooting to be preformed factory shed panel>, Varco sanded where exposed. Seismic Zone II site materials is subject to maintenance of a proper moisture dry to intermediate humidity condition Per Table No. 1 . PruJen SSR or as approved. All adjoining flashings, roof edges Soil Bearing 2000 psf unless content and obtaining required compaction. (see soils report ) 3. Mortar to be per UBC Table 24A, T N ype S or per manufacturers and nutters to be as manufactured or recommended by roofing J�_PAlPVT 9 gtherwise noted on 2. During the "wet" sensor, s'_ructural fill to be as follows: recommendation to reach correct strength. Grout to have minimum manufacturer . I . Manufacturers: Pittsburgh, Pratt 6 Lambert Ameritone, Rodda. J foundation Plan Structural Fill : =_trength to meet design strength and made with 3/B" minus b. Panels shall be 24 gage with a net covey-age of 24" and a 3" Fuller , Olym ic , Sherwin-Williams, Dutch Bo W a. Under building: b" layer 1-1/2" (-) clean crushed rock, or aggregate. P y. N11 colors and Q high continuous rah. Rib shall be seamed using an electrically sheen by Owner . Conform to UBC flame spread requirement. � CODES ANp 5TANDARDS i clean sand leveling coarse only over the graded and compacted operated seaming machine to produce a full 360 degree inter- ) • Uniforrq Building Code - 1982 edition amend�d by the State of subgrade. Oregon. 4. Contractor to submit 3 prisms grouted, 3 prisms ungrorited per locking seam so as to form a single membrane, Attachment clips 2• Exterior : b. Under pa ins: Base course of 1-1/2" t-) crushed rock o{ depth every 5000 sq ft of wall during construction. shalt be slotted and provide for 2" thermal movement. Clips shall a. Ferrous, galvanized metals: Prime - one coat rust inhibitive c. Meet all other state and local codes which +apply. shown on plans. 5. All work shall conform to Section 2402 thru Section 2411 of bear on a bearing plate over rigid insulation. end laps shall he primer (omit if shop primed or prepainted ) , 2 coats exterior C . Under extr�rsor footings that Gear on f111 (Supporting concrete the 1985 Uniform Building Code. minimum 7" , with a 9" , 18 gage panel stiffener . Na exposed fast- enamel , semi-gloss. Faint all weather exposed faces of C�_'�PTIONS AND ALTERNATE MATf_R1ALS walls or spandrels> , Provide two layer;; of crushed rock for a 6. Reinforcing for B" masonry to be ASTM A615 Grade 60 placed in aper: shall be used except at end laps, ridge and eaves, Exposed flashing. 1 , Contractors may submit proposals for use of alternate materials total compacted thlckne�s of 12" . center of cells as follows: fasteners shall be stainless steel . Panels shall be 50 ksi minimum b. Concrete: one coat alkali proof primer - sealer , two teats acrylic and methods or approval . Options shown on the plans may be used 4. Top Soil : Natural topsoil available in un-site stockpiles, a. Vertical : 'e56,&-->V0•e-) ti?. FAC,B (j? c2r9N'r ) plus 2 q5's yield. Finish shall be GAI.VALUME. latex paint . at Contractor 's discretion. Allow minimum of 5 days for review of suitable for rnwin Each side of o c . Installation: use of spreader bar for unloading or roguing panels W proposed alternates. 9 g plants and free of limbs, roots and rocks penins, unless as otherwise shown en d. Exposed CMU a Errant : RODDA RAIN GUARD x-S P over 1"-0. (Landscape contractor to fine grade landscape areas) . drawings. is required. lob site storage shall be in a clean, dry area out Q 5. Compactions Install material except topsoil in lifts not to b. Horizontal : 2- #4's a 4'-O" o.c. ( 1st bond beam 48" from of direct contact with the ground, covered and sloped Tor drain- 1st coat is a mist coat ; Immediately follow with a saturation 0 I-GENERAL ANp SPECIAL s pub)IONS exceed 9" ( loose) and compact with suitable roller .' (notify ground floor ) plus 2- #4 at top of wall and at Each age, protected from ahuse by traffic and from contamination by 2nd Coat ' `'r 40 sq. ft. per gal . tsplit-face SO sq, ft. per q,ll . ) . I . General Conditions as published by the American Institute of engineer to observe proof roiling of all prepared subgrades under intermediate floor level . corrosive or :Catnip mater 5 vr. guarantee w/ factory inspection and certification recut ed. g Stored materials and unfinished Architects lA A Document No. A-201 ) shall be part of the contract buildings and paved areas before continuing with work ) Minimum L . Lintels: Less than 4'-0" . . .2 #4 in bottom of 8" lintel . work shall be secured again�t ..inq damage. All installation work the ne&r as if bound herein. Copies are available at the density as follows: 4 '-O" to 6'-O". . . .2 #4 in bottom of 16" lintel . -shall be per-.ormed in accordar =e with manufacturer 's approved engineer 's office. 3. Interior : L I I . 2. Modifications of General Conditions. d. Cornr�rs and intersections: 1 24" x c'4" corner bar at each drawings, procedures and details. Use only workmen familiar with A plication % Cnmpactlon Materia! bond beam same sizes as horizontal reinforcing. the product. a. Concrete: One cr,_,t alkali proof primer ; two coats acrylic � ?Rf. a. Wherever the word "architect" is used, it shall be understood E t.i mean "engineer" . 7. Electrical bnxes, iconduit and plumbing shall not be placed in d. Pipe penetrations at Foo+ shall be flashed by appropiate size latex' semi-gloss . M� Beneath Foundations 9 % Crushed Rock any cell that contains reirforci 5ng. DECKTITE as manufactured by ITW BUILDEX or equal . Other roof b• Gypsum board ex•_ept water resistant: 2 coats of latex e n paint. b. Articl3.2.5, Drawigs and Specifications. Twenty Sets of Beneath Floor Slabs 95% Crustled Rock or Sand e. See drawings for additional reinforcing. Penetrations shall be flashed with a curb unit similar to model E99she11 . s contract documents will be provided to the succesy the sful Beneath Pavements r i 95% Crushed Rock 9. All masonry to be special inspection. CMB-4, including diverter , by C(1STOM CURB, 1tJL', C . Gypsum boarri water resistant: First coat pigmented primer andl� contractor . All extra sheets or sets requested bRetaining or ExterioWalBackfill e. Guarantee entire ronfin and flashin assemnl sealer , 2 coat , semi- .ef�e6M r 9 g y water and weatht-, - gloss latex, con rat or or sub-contractor shall be purchased. (see note below) 92% Crushed Rock or Sand VISION 5 METAL tate for a period of ,,ot less than two years from substantial d• Wood doors, frames and trim: First coat stain, 2 coats laquer or ,�,r OCj ,9 <<• C. Article 7.9, Arbitration shall be optional by either party on Interior Foot,i,fgs Backfill 95% Crushed Rock completion. c ,varnish, H M `oo�� claims over 110,000.00. Utility Tr.�ncn Backfill 'A_ GENERAL e. Metal tloors• anl frames: S of `, p prime as necessary, coats Art1c a 9, Payments and Completion. Payments to the Upper 3 ft. beneath pavements, All structural members to be fabricated and supplied in accordance exterior ename , semi gloss. Contractor may be withheld by Owner during the course of the slabs or st-ucturNs 95% Crushed Rock or Sand with AISL' standards, latec.t edition, f, Note: Color o metal -agister:, grilles, ladders, railings, Job if the protect is not kept free of liens. Such paymt=nts Below 3 ft. brneath pavements, electrical cab .nets, piping, conduit, etc . , to match adJacent will be promptly released upon removal of such Hens. slabs or str.ictures 92% B. MATERIALS g, RQpF INSULATION- surfaces, e. Article 12. 1 . Reasonable allowance for overhead and profit ]n landsco - Crushed Rock or Sand ` M ,. arras above pipe zone 90% Crushed Rock nr Sand 1 . Structural steel standard shapes ASTM A-36, a. Roof insulation to be foamed glass ur per) ite composite rigid U] shall not exceed 10% for Contractor or sub-contractor Random site cr lands( pe fill 90% Crushed Rock or Sand 2. Pipe: Welded and seamless pipe ASTM A-53, insulation board, R valuE to be 19 min:mum, thickness 2 ]/2v V performing work or supplying materii,ls and shall not exceed 5% 3. Structure] tubing to be ASTM A-500 Grade B fy 46 ksi . Flame spread to not exceed 25. DIVISION IU SPECIALTIES 214 N Note: Usf lihtwesght , manually-guided compactors within 2 feet of 4• All bolts to be ASTM A-307, Provide standard washers under bolt b. Install insulation in accord with N actually performing work , walls. Where conflicts occur between the above values, the heads and nuts in contact with wood, A. WINDOW COVERING N manufacturer 's reccimmendations. highest percentage shall govern. 5. Use 1/8" x 2-1/2" RamsEt at 2'-8" o.c . for attachment of wall 1 . Type: Levelor "Contract" one inch aluminum mini blind or approved J U: 0 E. YAMINATION OF SITE ANS CONTRACT DOCUMENTS � SHEET METAL AND FLASF(ING equal . 4 � � to M I . Contractors shall examine the site of the work and ascertain for plates to concrete floor , E. ASPHALT COr•1CRETE PAVING 6. Drilled anchor b,slts to be "Parabolt" , "Kwikbolt" or approved 1 . Fabrication and installation of sheet metal items to comply with 2, Color : Selo'(tion by Owner . themselves all of the physical Conditions and restrictions before 1 . Proof roll su`.grade to verify Stabilit equal . SMACCNA "Architectural E'-et Metal Manual" latest edition. 3• Location: All exterior windows and storefront. W • examittin rice y. Notify engineer to q 4. Mauntiny: Flush ( inside) mount. a) b 9 P quotatrons. They will also make careful observe rolling, Remove bpd replace with comparted suitable 7, Welded electrodes E".rGXx' 2. All scuppers. downspouts, gutters and copings es be 26 gauge dr + er.amination of the plans, specifications, and other contract material , all spots encountered prior to rocking, as noted on draw s, alvanized, shop rimed or re Q documents and inform themselves as to the unlit and 9 9 ( p prepainted. q y quantity of 2. Base material to be select fill as specified above. C. WELDING 3. All other to be 24 gauge galvanized steel , shop primed or B. DL)Ck. BUMPERS z � p materials. 3. Asphalt paving to be Class C mix (OSND) , 2-1/2" thick unless By entified welders, comply 36" x 10" laminated rubber bumper . 6" thick constructed with C Contractors finding discrepancies, omissions or in doubt as to the otherwise shown on drawings. P Y with AWS specifications. prepainted. steel an W 6 L true meanie of an g- P 4, Guarantee water-tightnes_ of roof flashing, copings and scuppers gee frarrles. Weld or parabolt to wall 9 y part of the drawin s, s Tact administrator or forms 4. Slope all asphalt paving minimum 1% to drainage (unless otherwise D• SHOP FINISH for two years. t. 10113 W of contract documents, shall notify the contract administrator in shown on drawings) . Check finished base rock for slope before 1 . Shop prime all surfaces not to he embedded in r_oncrete with zinc 5. All sheet metal work to be installed in manner to maintain G TOILET POCIL ACCESSQF2IES Q sufficient time to receive clarification prior to :Cortin an �_�--J. _ -- 0 9 Y starting paving, rich paint, weathertightrEsS and providd a finished, smooth, unwrinkled 1 . ManufatLUV"el-a: Bahrick , Parlor , A/, or as approved. N L work . 2. Do not paint metals within l" of areas to be welded. appearance. Provide concealers clip at front (outer ) face of 2. Mirrors: 24" x 36" high at wall-hung lavatories• ® 0 3. The Owner will nog be responsible for any loss, or for- any F. STRIPING 3. Touch up paint in f.eld at welds or location where � unanticipated costs which may be suffered by the contractor in paint has been copings. 3. Snap dispensers: 4-3/4" maximum height. One at each lavatory, N 4J Q Traffic and parking strips to be 3" widE, color white. Paint work removed or damaged. b. Lap joints 3" in manner to mellow thermal movement and seal �, 4. Towel dispensers: Onix at each res+:room. Ons. at each s' n; � U J regards to conditions pertaining to the work . 4, An steel inserts g g � "Compact" in 1-1/2" x 6" lettering in stalls designated. Provide Y protrudin from concrete work to be round Vulkem sealant. Ei. Tow?) disposals (1Dr)1 : Ilobrick B-368 or equal , One at c;,ich 4. These sprtcifications may include material and/or performance signage at handicapped stalls to meet all state and local flush, primed and painted. restroom below towel dispensers, " � � � L specifications that may not be part of the contract but will be standards. Paint direction arrows and wording as shown at site p, CAUL.k;ING ANU SCALING 6. �ioityet paper hnidc5r: one at each water closet toilet arts needed to coordinate work by others. , p tion or rJ of plans wing approved stencils. DIVISION 6 CARPENTRY 1 . Caulk all joints between concrete panels, dissimilar materials, wall mount. EJJ l 5. provide mi shall Coordinate his work with work by others to and around all door and window frames and all other locations as toilet seat cdvr'r dispenser: one at each water closet. Q provide minimal delays to all parties. G. EXTRUDED CONCRETE CURBS H. ROUGH CAPPENTRV required for weathertightneSs. Ci. Feminine naplsn di��punaers nota at each women's dost. > F� TEMPORARY FACeLIT1E5 1 . Curbs to be no slump 3000 psi minimum compressive strength at 28 1 . Lumber species and grades to be as follows unless otherwise shown 2. Provide backup vinyl or rubber filler rods on all joints over 3/8" 9. Handicapped grab bars: Stainless steel 1-I/2" diameter . 36" lu,u [ J 1 . The Contractor sha d be solely responsible for all other fem gran days• on plans: (WCLD or WWP Rule 1�> depth. Backup rods to be minimum 1-1/2 times joint width. Comply at back wall , 42" long at side wall , l .- Y P Y 2. Spread epoxy bonaing agent such as L'oncressive #1064 or approved a. Joists, beams 8 stringers Douglas Ftr #1 unless with sealant manufacturer 's recommendations. _ facilities including all utilities, sanitation facilities, equal over surface to receive curb. Install curb within 2U barricades, corfstructlon office, etc . Contractor to a costs of otherwise noted 3. Sealant color to match adjacent materials. Obtain owner 's color P Y minutes after applying bending agent . b. Bucks, blocking, bridging & mist . Douglas Fir #3 or approval prier to ordering. W In all utilities until the time of substantial complptiun. better 4. Apply exposed :relent after painting or mask sealant beads to C (7 2. Contractor shall keep site and adjacent grope-ties, streets, etc . , C. Stripping Treated 2 x 4 Dnug. Fir prevent painting over except as noted. Verify clam teals t with Q M clean and free of debris and organized to minimize affect on UiVIS10N 3 CONCRETE AND REINFDRL""INC rl � #3 or better paint if sealant applied after, U 00 ('1 pais boring properties and tenants. ,hg streets in particular d. 2 x 4 studs Doug. Fir "studs" or 5. Materials: shall be kept clean of mud, rock , etc. A. GENERAL "standard" K.D. a. Concrete and masonry wall joints - Polysulf ,de liquid polymer. 1 . All work to comply with ACI codes and standards. e. 2 x 6 studs Uoug. Fir #2 pr better b. Uoor and window frames - Silicone rubber, rron-acid, porous G. 3U8 SAFETY 2. Tolerances: 1 . Contractor shall be solely responsible for job safety. a. Floors: +/- 1/8" in 10'-011 . K.D. bond type at joints abutting concrete or masonry, acid „=n- f. Sills, ledgers, plates, etc. , in porous type elsewhert•. b. Walls, Columns: +/- 1/4" from plumb. contact with concrete, and roof curbs 2. Comply with all applicable rules, codes, regulations, etc . , for- c , lilt walls alignment: +/- 1/4" from true across panel ; and cants Pressure treated Doug. • �u_INSULATION equipment operation, shoring, and utilization of protective +/- 1/8" at joints. • clothing and devices. Fir #2 or better Wall insulation: (Stud walls) R-I1 fiberglass batt:, Kraft 3. Provide all temporary bracing and shoring for walls, floors, g. Posts, columns Douglas Fir #1©. SHORIR'G facing tight against inner (warm) finish of wall , FORMWOR-K ANU h. Plywood to be C-D grade with exterior glue unless otherwise 2. Perimeter Insulations Rigid urethane nr extruded structural members and building elements as required by Conditions 1 . Contractor shall be :tial res onsible for polystyrene with during construction. Y p providing the necessary noted on plans. See roof framing for nailing, plywood mum R-4.5. Install at exterior formwork and shortng suitable for the conditions involved and thickness and span index, perimeter of er.terior !;labs a5 compatible with the fini_;hed appearances. i . Glulam beams - fb = 2400 psi . Combination 24F - V3 for simple shown, H. PROJECT CLOSEOUT 2. Wall panel meters, recesses, and feature strips: cut and secure span beams and 24F - V8 for cantilever spans. r 1 . Record Drawings• Maintain a record set on site during all phases form members to insure smooth and properly aligned transitions of Industrial appearance. ?rovide top tension lams on top of DIVISION E) D00RS AND FRAMES - EXTERIOR of work and accurately record all field changes as they occur. finished concrete. Show all concealed changes in the work and the final location of beams at cantilr.vers for a length equal to twice tt-,e A. HOLLOW (METAL DOORS ANDFRAMES_ EXTERIOR all utitilites. Deliver this set of documents to the engineer upon cantilever length. Manufacturers: Amweld, Steelcraf,t, Republic , CECD or as C1 . All reinforciig to be A615 Grade 60, except ties and s. REINFORCING 2. P1 .rovide fire blocking where required by code. approved. substantial completion. tirrups to 3. Connectors: 2. Frames: IB gauge full depth of wail with welded corners and 2. Retention. Retention will be withheld until : be Grade 40. anchors to suit wall structure. a. As ,built drawings are provided. a. Tie straps, framing anchor3, hangers, stirrups, column caps: 3. Doors: 20 a. flush 2. Verify weldability of all reinforcing to be welded, Use only column bases, etc. , to be "Simpson" or equal , or as detailed. 9 Panel bonded to non-warping core. Morticed b. Equipment brochures. operating instructions provided. and reinforced to reoeivr es, locksets and closer . hydrogen (E70XX) electrodes. Prime coat miscellaneous steel . Fully nail according to 4. FI inish: factory baked on primer. C. Lien waivers provided. 3. F=abricate and install reinforcing steel according to the "Manual manufacturer 's schedule using largest size shown. All beams d. Warranties and guarantees provided. of Standard Practice for Detailing Reinforced Concrete Structures" and joist not bearing on another member to connect with "U" 3. Cleanups All areas c,f the building and site are to be finished, ACI Utandard 315. �. WOOD UQORS cleaned and suitable for occupancy and/or use, Remove stains and type hanger unless otherwise noted. i-3/4" thick solid core or particle board core as shown on 4. Provide 2'-0" x 2'-0" corner bars tth wash glass insiue and outside. Remove foreign matter , marks, o machortzontal reinforcing drawings and reinforced for hardware, Premium gradre birr_r, face in walls at all corners and intersections. with hardwood edge bands. S tains, foreign paint, dirt, etc. , from all finished surfaces 5. Provide the following reinforcing around wall openings larger than b. Nailing 30" x 30" . - All nails specified in the plans to be common nails inside and out, Hardware, fixtures, equipment, etc. unless otherwise noted. All 4. , nailing shall comply with UBC Prior to otcupancy of the buildingthe General Contractor ' a, 2 #5 over x opening plus 2'-G" each side. C- ENTRANCE Mechanical and Electrical soh-contractors shall schedule and Table 250, nailing schedule. 1 . Framing System: Kawneer 451 or as approved: 2" x 4" b. 2 #� under x opening plus 2'-0" each side. C . Nails at roof decks to be driven so heads are flush with or mullions. Class 1 , dark bronze finish, conduct an orientation meeting with the Owner . Demonstrate c. 2 #5 each side x full story height. operation and maintenance of equipment and deliver operating slightly recessed into deck surface. Check and resink if 2. Doors: Kawneer , or as approved, •landarJ stiles, 5-1/2" top rail , manuals. d. Provide 90 degree hook for bars at openings if required needed, immediately before roofing. 6-1/2" bottom rail . Furnish complete single acting entrance with extension past opening cannot be obtained. 5. Prior to occupancy of building, deliver all keys and keying r 4. Delivery and Storages 6. Provide 2 # r continuous C_r� at top and bottom and at All lumber and plywood aelivered to the site, shall be threshold, offset pivots and weatherstripping, pulls, closers and schedules to to the Owner, piled eff lacks. discoritiruous ends of all walls. the grouno and properly protected against weather . 6. Final Inspection: 7. Provide dowels from footings to match all vertical wall , pilaster The Owner and L..I,•sultants have an interest and desire to see all and column reinforcinn, D. WINDOWS corrective work and the completign of the last odds and ends on a H, FINISH CARPENTRY (SOFFIT) 1 . Factor B. Lap all bars in intersecting footings 1 '-6" or 3U diameters 1 . Sidinq: 1/2" thick resawn cedar ;ace, un rooved y glazed aluminum frame fixed window units and (impression timely basis. Often minor corrective items take weeks t� complete y plywood. install channel type outer frames. Class 1 , dark bronze anodized finish. whichever ,s greater , aver building paper with countersunk galvanized casing or finish and necessitate unreasonable involvement from the Owner and 9. All wall reinforcing to be placed in center of wall unless shown nails. Fill nail inpentations and stain. Extruded aluminum or vinyl glazing bead to match frame color . consultants due to lack of follow-up supervisi n by the / Mercer Custom 1 .50 series, Viking 1600 series or as approved, otherwise on the drawings. 2. Wood trim: Western Red Cedar. S4'S K.D. A Grade. contractor, The following process will be observed. 10. Extend reinfarcinq to within 1" of wall and s1�5 edges. a. The contractor shall complete h15 own final inspection and 11 . Contractor to dc,-sign n and g B,._ GLASS WINDOWS reinspection to check off completed work. 9 provide additional reinforcing as C. MILLWORK 1 • i" insulating glass, tempered where required. Glass required for lifting tilt walls. Door frames, mist„ interior trim: B and better yr•r,de d.f. , V.G. ,, b. The Dwner will then make a final inspection using the 1 . K.L`, Milling and fabrication to conform with AWI "custom grade' to be clear glazing. contractor 's punchlist, D. CONCRETE MIX 2. Doors: 1/4" tempered, clear , C . The contractor will reimburse the Owner end Owner 's ztandards. representativEs (consultants) for all ti a required far 1 . Use Type I cement , per ASTM C-I50 unless otherwise approved. p, CABINETS F. ROLL-UP UOORS follow-up inspections after 2 folio-;-up nspections . The 2. Minimum Mix Requirements: z p yard: 5 sacks excePrt slab on grade to be 1 . GENERAL contractor shall be solely responsible fir all time required Cement content er - 1 . Doors to be Cookson FC or as approved. Clain operation. 5-1/2 sacks, All woodwork reyu .red to complete the architectural casework shown for subsequent inspections. and other ti a required by thE' b. Slump: 2 to 4 inches. Deviation from destyn slump +1/4" to - nn the drawings including but not limited to the following: FINISri_ HAR WASE Owner and Owner representatives who :hal be sole judge of the 1 „• a. Lunchroom, restroom, and office counters and cabinets. 1 . Materials amount of time appropriate for the probe m, C. Air Entrainment : Per ACi at all exterior slabs. b Miscellaneous hardware. - DIVISION 2 SITE WORK d. Admix: Provide water reducing admix (Pozzolith or equal ) in Butts - Stanley Stops - Ives Is- Mc 2. CONSTRUCTION all Concrete except. foots :gs. Locks - Schiage, Orbit design cLocks - Ives e. Avera a concrete strep tf, as determined b a. All counters may he shop fabricated or constructed on the site at Cylinder - Sr.hlage Thresholds b Weatherstrip - Pemco Q A. SITE CONDITIONS 9 9 job cast lab cured o tion of the contractor• Censers - LCN PushPulls 6 Kickplates - Capco �/� r cylinder to be 3400 psi at 28 days plus increase depe,-fding Flush Bolts - Ives � w,i All bidders sha• ) familiarize themselves with the site conditions. upon the plants standard deviation as specified in ACI 310-'17. Contractor shall be solely rei-ponsible for correcting any site 3. MATERIALS I co 3. Aggregate size to be 1-1/2" maximum unless otherwise approved by a. CountPrto s: c-c ( lu_ ed) rade I wood 3/4 inch thick ]/16" conditions caused by thre construction process. p p qg g p y , , All hardware to be finishes 626 or matching, I O engineer . plastic laminate top facie M p y, szlf-edged where exposed. iLl 6. STRIPPIriG E. L:NIC RETE FINISHES b. Vertical surfaces and exposed open shelving: "N" grade hardwood 2, Keying Strip topsoil and vege'ation from the site in areas to be occupied 1 . Interior slabs: Smooth steel trowel . Spray exposed slabs with face veneer plywood with matching species hardwood edgF banrding. A. Locks of all doors shall be master keyed to a single system, by building, paving and landscaping, Save sufficient approved sealer . StainEd finish as specified for doors, trim, etc. b. Prepare a keying schedule and coordinate with Owner prior to topsoil nor landscape areas and dispose of remainder off-site. C. Utility Shelving: 3/4" MDO plywood, edge banded eiith 3/8" thick ke ir, locks. . ` 2. Exterio walks: Steel Crowe] then li ht broom finish. v Notify engineer before proceeding if any unusual conditions are 9 wood or P.V.C. tee moldin � keying 3. Formed concrete: Remo.e tins, patch voids. g' C. PrnVidt- a minimum of 2 marked keys for each lock in buildings, Q 0 encountered. d. Plastic Laminate: Solid color by Formica, Nevcamar , nr Wi ]snnart, each master and grandmaster , Deliver, keys, with permanent F._ CONTROL JOINTS AND EXPAN5IUN JOINTa finish, texture as selected by owner or engineer . M V,,, EXCAVATiOt► keying schedule showing key marks and doors operated, t0 Owner 1,y„ •�• i . Provide control joints in all slat:: on grade 24'-0" maximum each e. All other m=aterial and accessories required for com,ilete and prior to,- occupancy. 1 . Excavation for footings, pint a and slabs to sizes and levels shown way, unless otherwise shown on drawings. proper installation of architectur ! woodwork to tie first quality. ,, ill2. Provide joints in exterior walks as follows unless otherwise f. Flush overlay construction. EdyF band all exposed edges. 3.__H ardwar-A_Schedule �f� or required. Utilize straight edged bucket in footing excavations shown: heavy ( �/4" ) tgoled joint a 5'-0" o.c . and 1!c" premolded a. Exterior Mandoor - •.vingle a UJ to minimize soil disturbance, Clean al ] footing excavations of exFansion joint (full depth) at 3U'-O" o.c. and where walks abut 4. FABRICATION Lock - D53 PD los E 160 '^ a. Prior to start of work in this section, inspect all work by other P Censer - 4110 Cush � V J oose material by hand. Weatherstri g Dnor Bottom - 34SAV v� 2. All over-excavation shall be back-filled and compacted as 101""" 410, trades and ve,-if that surfaces are Euitable and •.erif all pPin - 114PFPS buildings or intersect. Trim protruding filler material to flush• ( Y y Lotk Guard Na. 1B4 (Lock Astragal ) Door Top - 377V "engineered fill" or with Concrete to same specifications as dimensions. Butts - FRB170 4-1/?" x 4' NFiP 1-1/2 pr . footing concrete. G` CONCRETE CURING AND SEALER b. Install ale cabinets and counte tops, true, :qua e, plumb level DATE 3. If over-excavation is required to remove soft spots resulting from 1 . All forms and excavations to be moistened before placing concrete. and firmly anchor-Pd fur long life and heavy use. b. Exterior Mandoor - double F GV_', 'L 2 '��'? conditio,�s beyond the control of the contractor , the contractor C. Stain and varnis!i all !posed wood, coordinate with painter, 2. Seal all interior exposed slabs with two - oats of full strength See drawings shall recieve additional compensation, The contractor 4ha11 be Kure-N-Seal by 5onneborn or aaproved equal . Apply first coat d. 4" high plastic laminate back splashes at lunchrooms and tn h state Ha o., rn paid in acordance wlbh the schedule proviU.�d ite proposal immediately atter sl ib is finished. Apply second coat when ell restroom:. for on. trc+des are finished lust p• ior to occupancy, Floor is to he c . Interior Odors (Typical ) /„ r- Ya�4 i 5_HARDWARE Butts - FBB179 4-1/2 x cleaned and hydro-washed before second c<,at. Hinges: concled casework t 3. Contractor 4-1 /2, 1-1/2 pr, ❑era,wN c.+Ecxen a. ea shall assume all cures and sealers used, and all such ype' stops - 4U7-]/4, 43c brushed aluminum facturefinish f- "E C, material shall be from the same manur-. Verify b. Magnetic Latches: Stanley 40 series to suit conditions. Lock - A53 PD, -3/4 B.S. compatibility of curing compound/sealer with paint finishes and C. Adjustable Shelves: Stanley #198 track with 799 clips. floor coverings. Mortise trar_ks. d. Int ritlr Dobrs - Restroomz SHEET NO d. Drawer Glides: K 8 V #1300 ---1------0.� e. Pulls: Stanley 4477 butts and stops per 8H3c above. ' f. Hardware Fini�h: satin Chrome PusJf/P�il l SSOK/ (SOK 14• �� Closer 4010 , Pref-abricated cabinets: "Kreigsco" , "Alpha" or as apprdved. ', Mw,, •w[[I,low IM„w„w1.Ne ,n...... . ' A �� C)F J . ,�c 1 :f. III III III III III III III III III III 11 III I III III III III III III III II! 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CJ. 10 -- -- ----- - - -- I Q 0 1 — I I I 1 I I I I r 1 , B r - - e r- - - -, � - -I- -� - - -16 �- - - �� - - -- -� I I Z e �J U �a - -- - ---- - - -- -- - ---� - -__- - --- ---- - ----- --- - ------ - -- - - - - ----- --- - - ------ --- - - - - ------ - - --s-- - -__. _ - -- - --- — a - - - L- ` - e-1 , J L _ _ J L _ __ J L _ _ J _ _ J LJ L _ _ J I I Q I I I I I I I I w I I I I I 10I N I I I I I I I I I I I m CJ. I I GJ. C.J. I I I I I I I I I I I I 11 I I 4' CONCRETE SLAB WITH "4 -- I I I I I AT 4'-0' ON CENTER EACH WAY OVER D IUBHED RK BASE -- ' EXPAN61ON JOINT JOINT ,E E EXPANSION I I I I I � i I I I I I 1 ,01 I I I I 001 I I I I CJ. CJ. CJ. CJ. C.J. I I 9 ---- - I I - -_- - -- - I 1101 I I I I I I I I I I I 001 I I 1 1 U 12 u 00 I -1 I I I I I B I II I �I II r _ (1I-- -I- , A I- 7(A) �- - - -� A - - F I B I I 8 - 1I 1 I I L T J -J _ _ J LJ _ _ J LJ L _ _ 1 1 I I GJ. I I CJ, GJ. CJ. CJ. I I I I I -- --- -- - --- -- -- -- ---+ i NOTES AND ABBREYIATIONB>< I COLUMN BY O�HERB ( I I I L i 1 Y. STUD I I I I) Ff70TING DESIGN BUIL PRESSURE 1000 PbF. WALLS 8II-1 S I I I 2) ERSTUD N TT �RNIETO BE DOUBLSTUD MM LINLE68OTHE06EE OD 5'-0' X 51-9), x 11-:Y 1 I I ry u I I FTG UAi 6- % EA.WA? I I JI 3' CLR OF BOTTOM - - - _ - T J--� Jgl. 5T SIJ =A. ��Il7E I I FOOTMCI BCNEDULE I I I o I I 5'-6' X 5'-6' X 1'-4' DEEP I I ( I I WITH 4- 9 EACH WGY l- - 9 5'-0' X 5'-0' X P-4' DEEP I I _ C.J. CJ. CJ. CJ. I I �D/ WITH 3- 'S EACH WAT - ---u--'- a WITH NO REINFORCING I I n 3'-0' X 3'-0' X I'-4' DEEP • ---� -- --- - ----- ----- - - -_-- -- _— I I I I I J I I I I � 4'-0' x 4'-0' X I'-b' DEEP I I DJ WITH NO REINFORCING 1 I r I 1 X 6 STUD I I I I�BEARING GOLI/"M SCHEDULE WALL U I I I I TB 6 X 6 X 1/4 BEARING PLATE - 11' X 11' X 3/4' THICK 7 ADJ. 15UILDINC3 -- ►I I I II C I I �-/ •� W/ COMMONWALL --- 1 u V 0 I2 TO 4 X ; X 3/r9 MEARING PLATE: - 10' X 10' X 314' THICK. �-- -I I � TYPICA AT 11' X 11' MA8011R7 - BEE DETAIL - NOTE: I 1 3'-G' C_ °-% BEAM LINE I 8i7EWALMATCH �EING VELINSIDE OUTTSIDELDCs. TO I i GLR I I INCREASE NUMBER OF R18F',Rb 4 1 YI TREADS AS REQUIRED. �- J DOUR JOINT I 8 I ADJACENT BUILCING °_1 811 EXPANSION JOINT og GROCERY STORE)757 8-1 I I �r — � r D —I L3-14 ►- R . Ila I - - - - - - - -- - - - -- - - - - -- - - - - _ - - - - - -- - - _, - - - -- - - -- - - - - - - - - - - - - - -- - - - - -- - - -- �- r L J L J - - - - - - - - 0-1 D S I'-6' WID. FOOTING EDGE OF FABRIC o 6-1 SEE DET,SIL c„'NOPY ABOVE II=4' 8-1 _._. [)A TE E r36 22, gjgj SCALF. PROJ. NO. r lie' I'-e 1481 r-OUND A,1r I ON FL AN DRAWN CHECKED JTB RWM ve' • r-0' SHEET NO I Z1481,4,4 OF i -. ,.,...y,:`- r �. � .. '. � .. .. � '`�w �h� `1F "lam"'�+ 'f�l�'hn7�F+°';^.._ :'0" L.� � ' ,w.�.••►w�1,�iry� ,r�..`« ' III III III III III III 1111 I III 111 ill III III III Illllll III III III I I III III III I�I III III III I II III III III II I III III �1•, ill Ilall I III III Illllll III III 11111 I - - NOTE: IF THIS il II MICROFILMED I I 11 I I I �I I I I h I I A I I I I ( I `1 I I / I I �� 19 I I I 1 I I 1�_1 DRAWING IS LESS CLEAR THAN - _ l L__ THIS NOTICE, IT iS DUE TO j THE QUALITY OF THE ORIGINALDRAWI £ tr Z I LZ QL 1►IZ T Z Z f t l I I Ll l [ I t 1 I 1l T 8 B L 1� I T9 ► E I L l �r�n y I - i ,IIII (llllllil�lllllllll IIIIIIIII 11111111! IIIIIIIII Illlll�llllilllllll IIIIII►II Illi Illlhllll,lll IIIIIIIII IIII IIII,: IIII► IIIIIIIII IIIIIIIII I►IIIIIH IlIu11�1 illll►III IIIIIIIII IIIIIIIII illlli►il Illllllli��llllllil I►IIIIII►Ilill�llll�lllllllll IIIIIIIII IIIIIIIII Iill�llliliililllll G. 3ox JUNE 1 '. ) 1990 r.vwr �•vwir�r..... ww«.xrwwr.,...,..,n. ..,...,.�...w•..,u...k,......,r.rr- _.....ww__....�...�..-,.._. ,.,,w..w,........ w.n...ww.....wrway..wnw....w�v'.M's.k:waMr ':.N�4V.' •.7N6:.. __4..::s'+ ✓i�L1SA.-.+ �•�'' Mm,r' .., Mynl�'Tnsrd..'rc�C' ...4 i 2 KG's I EA. FAa6 1 s, 1-Ep, F4F_ IBJ •f6'= 1 -EA• Fac I- Fo¢ u F iRS'! -4- WeLLS I:A, SIDE FIQST Z•CEl-LS EA, SIDE 4•GFLLS --�_ Z r OF oPN'6r Fu LL H4T, OF dPAI'G'r FULL li(T, N _ ----— --- - -- SI r�l►�� / M f — cn • J i - -- till—1111d _ I IAS � Y I EGGr~ ZEIN F• � P - � _ _ - __; LESS OP�I'4s. _ 3 QEII� F, I EQM �ItiIE _ � qft -- S2 I' I' ��' rn� Q � --x z _` if a TYPICAL REINFORCING //- 1/8' k I 1/2' PLASTIC STRIP X41 S�ii( fZ� 6-- DEPTH ----- /� I I OI►+iR'� O DEPTH / SET WITH GUIDE Iks10 IPP _ ( 175 vrpl -09-0r.5 ..+ L)V1 IEL-c2 �1rJ Gl�ft-Ui IYf-1 /� N +u�l IM'� �I /,ji OCA � �9y •i• 1"14AI EA. LFL•L 'ULL H1 To RGor ''��pp f'i1l3fGG iIuI 'lI JLr ryDC � �,Aekl� �I \-STOP REINFORCING 0'-3' CLEAR * -3 f'yNNIwt7 OF JOINT j I ' - _ I I• • tial l'� 5oL I , :rZ�.1ry L's W , I n\� -- - - _ 0 d• �, _ --� -- - >>,� N� `�I L T C LJ f,J T R U L J Ll i 1`J T ( C .J. > �"s�s�c�s I�orr,TkP •�..._7�lT 1/8' RADIUS TOOLED EDGE -� AND•BOTTOM,SLOPE lKEY �2' 4 • q1 wf� p Y �_ tv / IN 1'-0' MAX LOCATE �IC1c.t- r 1y�•7I�F.. I N I JOINT AT MID SLAB DEPTH0 LL • 311 -i — I _jZ ALL CONSTRUCTION JOINTS TO BE COLD CONTROL JOINTS 96, 2LIt`Jf~ G� �Or.,K I�JO � rll ►¢-,' �oI.uMM CPL D CDNTf?DL J„ INT (C;,�') -- j IL __— I Z� z oll • �� -/g�I F�,r G'Lr SII -- � -- -I W r�re�� z ° a s Z I 77_0 z - p _ , C'-3?o� Z V ujD FYtOrJ7_ :A1TN , J/al-L GAILY: �5 tom C u WALL. L S S I- r Z " , �,,Face Sol.l� GK•v�1J'fEp I I _ y � � -�;',� PIED _ I rA. FF�.E --- � I u - -rt/ -- - � IN FI(zS3` 7 -GGL-Lb --_- z -o GHj ,HALL *4 vowels ti O'-G" ( EA. �ID E cjF oPK'Gr =- I _ /A'r 4 -O"0,C, bEIJT ,�I!E2 WALL BAR- a TSF! ► iU- Kl INF Al J014r N/ exrErZ117- �„¢ �_'t_o Sr10oT11 DOW6l _ i—_�L�i� -� — _ - -- -� or w aN g _ SLa C5 F Qo�I DE 30 Y 5 Q32 OG � ASPF�ALT GoATEn BUILDi1JCT % BA2 �.EFOrzE PLe,GF,1'IENT PAP F_Z SEP ¢-ATI�14 SL.AeS vi • • U "ALL a-EINF � 19 � I TO SLAB I'-�•” OVEtZb'4 S(✓� f'�11.1 II.1C= 51 ZEA rr �EIUF 0 I I Cj L�1J�I.E�3210,C I,1/G11iG�K - • • GAut,K11Jf� EA. F"C '� L G V 2-*5 600T, 5o corJr, �l�oPacNE �xaANSIaJ ¢ora 5>`L r II_ Ii Ofl �Z ILII II�� 4 D. �, FOOTIOCT size S ZE NF, Z - o o z ExIPAN SON ,aol�lr , M ,SCF_ FVN. PLAN L \ SZ I"= If.(off I� .. � - I v G.rt.LJ.•klo.1.L;�-E E Ss — 11 LZ'�a" 2%t-1/0 1•I/ !t"o A.9. CA DI6:GE —-- 4 — _ • COX 15.3 WTTH '/1 4 r ° STUDS \ \ . `` For- co" 11(JI' IBJ j S2 -ooTl �IZT 8 PA� �� D60r2 e9PQ r-r , ALT. AT 1' N APART ` 1 -5 •i ��Z I'', 1 -O'1 1�� I — _ �? t!. � ` ; • •• ��. }`•SII•p.�- �'#t"(l�,l� , \• �� • 11 DLII � � • � 'F I 4 -06e- ¢OG 1c I - 'T:S. GoL 56� I -• orlr f�(i►-1 !4'd(G - -- � l e17 - - - - 1'-9' X 9 L12' X 3 3/4' RUBBER x 12 i" (t. 4� ItJI UI.1DEft I c>L I.+ .¢� •}- -I.11� _ noCK BI.ywERS 'r / / "� \ �-HO AT 3' CLEAR BOTTOM. 1 a � - _ % 17;p-IA.N ANO�IPJ �2 I/u _ --- I e% LT O� fes,b. �SF«►P�• HOOK 1NTJ SLAB 1'-6' RECESS F13R DOCK BOARD BY INNER I o I - I xr-I�u� - EXTEND TYP. WALL REINFORCING ~ L-ZALMzikotM 1,I/V#A.JO. EA. ✓e/_e AND BEND INTO SLAB EDGE 1'-6' ' ti �1, -- --- l• 1 - �� F � I — 1 1 *r • . � f u MIN. '— MATCH FOOTING REINFORCING 1� WITH 05 TIES BY Q \ V _- N4,s C IS"G.C. E.W. A ) 111 • 'v s . -- - - - 6' CONCRETE .LAB WI-4 04 AT 4'-0' APART EACH WAY. `�- �._ V , d _ Q a a 6 - • � -- , V, FOOTING '.li[ AND RLINFOWLING i 4T FOUNDATION PLAN �I-(� � , ( T , .• � . ._ - TYP. CONTINUOUS FOOTING AT� � 1 06 O • I� ¢oL� IJ P IG�ooR 81,cr.�c 1Nc�� LIAMe I'� �DO �"� r—I G '-��' � � mil I �1TFKi,�rl. BTU✓ ��'� w��i �._ - a Z tl(+Jtsllou 5 2 77- 777' p ' GRID 3/16 0 -..._� 31ABEARIN10 PLATE WITH :- 3/4 ®- --®l DIA. DRILLEIJ ANCHOR BOLTS — {- (PAFL4BOLT9 OR EQUAL) ,�LI�— TO COLUh4J- OEE PLAN I'�I� ML.CJCK OUT OLAB POR COLUI"R FILL ATTER COLLM IA 1°LACED. It — 4.3 . '� •.0' 1 u ,1 ,o , '1., 1, e e � ✓1 t � x� iea.-r. rrno�lor O - - �— LL I�_ ' ILK C!OLUMLI �U C11 DATE II1i ' 1 _ • POOTING SIZE 4ND JC Z —�T 1--� 11 PMtFoRCR•GAr -) kl Ffi i>�t1EU I%I�rK I"f�l>°J .��r SCALE PROJ. NO. F'OINDATION PLAN I/6' t'.® 3481 DRAWN CHECKED �� JTD RUM I �}- INTERIOR COLUMN AT FOOTING ice '-f .�� ''lCa� &'0I-MAIL' GP-I d A -1SHEET NO --- 5 2 4-6f0?K I' • 1'-0' II 1- �--— -- ---- -�._�_-- SZ-1481AA or - 111 111 III ili 111 11� III I I�111 III III I I III 111 III III 111 III III I 1111 III III I I III 111 III I I III III III I I I I I 1111'1 I I�:: III IIJ I I III III 1111111 III III III I ! . NOTE: IF THIS MICROFILMED L I I I �1 _-I_ I I �L I__=L I- -I— I ��—I- ( - I—L—__I (�I ( �f►7� I Y I I b1�'1 I �I I 1��1 -1 --I DRAWING IS LESS CLEAR THAN II p JJL THIS NOTICE, IT IS DUE TO THE QUALITY OF TFE ORIGINAL F e� FF DRAWING. llll ilullll�►i►Ilhl;l IIII�IIII illllllll illllllli III!�IIII III�IIII IIII�IIIIIIIII Illi IIII�IIII iIIIIIIiIIII�lllllll�` ..I!II 11 I.11il!I!IIIIIII iI�IIIIHIIilll:111 imlllllllilllllu illllllll 1i11111�i1111111 lilllllullilllllllllilllllll Illl�lllllllll�lili IIII�IIII lilllllll IIII�IIII r JUNE 1 91990 .� ...- s,,,,�.as. i ,�r•-•- _ : ..,:.. a•- .,., ;... _. _ ....•�'O l ,wilw�.nur•r•� .•s �., r ....—.. .�. ✓- : --- .,X,Wr- - __ _. - ---- � - _ ------- 26'-3' 21'-4' Lo z 0 Lf) 5 LAJ II LL. [16 TYPICAL EL.20--4tj EL. 2 ; P—Di. TO /T.OAU TYPICAL T.OAIL TAF. 1754 D U .15.r 1/2 X. x 4, in Ln LINTIL 0 x x x x x x PURLIN 'A' x 3/6' COX PLYWOOD ID INDEX 32/1& PURLIN 'A' WITH IS GAGE X 13/8' STAPLES AT —j A LEDGER 4 en . - ON CENTER EACH WAY IN FIELD Is AND 6' ON CENTER AROUND EDGES r-- 4 OF PLYWOOD Z WW � I I W -� wLu PURLIN *A' _4 PURL IN 'A' Z 0 6-4 2 X 6 TAG DECKING. NAIL EACH j PIECE TO EACH PURLIN WITH 2- TYP 10d NAILS //-HINGE CONNECTI Ar —T1 94 104 ..................... U 4i x xQ n F4x x a x x in x IL IL 10 SIMPSONMA TIE 4 X 8 PURL INS &4OWN AT,DIET IL( AROUND ROOF HATC14 Ty- Tyra 41 BEAM AND COL.- -,,'�' BY OTHERS ftRLIN 'A' A. ROOF FRAMINGNOTES AND A86ft%vIATIONS: 4 X 8 PURI-INH RL IN T.Of. TOP OF FRAMING, BOTTOM Or T 4 G DECKING AROUND I"IECH UNIT OPENINGS t 7 OAU. TOP Or WALL (TOP OF PW88URE TREATED TOP PLATE) EL. ELEVATION L x xx x x x DESIGN LOAD 25 PbF. (SNOW) PURLIN�'A' TONGUE AND GROOVE DECKING TO BE NEM-F R OR DOUGLAS FIR PURLIN .41 MINIMUM Fb - 1350 PSI E - 1400 PSL LAYUP TO BE EITHER TYPE III (COMBINATION OF TUJO SPAN ANL) SIMPLE SP,,N)OR TYPE 11 (TWO SPAN CONTINUOUS), PER WEATEREN WOOT.)S USE EW.)O< MJftiN SCHEDULE TYPE SIZE, 'A' 3 1/6' X 16* GLU-LAM C • 3/4' 3 1/8' X 16 1/"2' GLU-LAP'- C - 3/4' C. 3 1/8' X 131/2' GI-U-LAM C. 1/2'LL J ILL A LEDGER I ADJACENT BUILOIW-s (GROCERY STOW-) EL.23'-fo' TOP OF FAlfri, TOP OF WALLOP 4� EL. 2�—O* TAW EL.23'-6/ 8-4 T.OAU Tj7 F. 2Io'-0-_ to.UL11 DATE SCALE PROD. Nn 11-0 146, ROOF FRAMING FLAN DRAWN CHECKED JT5 SHEET NO Z-1481,44 OF -M. NOTE It THIS MICROFILMED I -IL--- I — �L— I 1.- --- I— `-- I---1— - —I L-- - "L� ��—. ! ��I �� I � J DRAWING [S LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE DUALITY OF THE ORIGII4AI 0 7. 9 t I ►III )III)III ►IIIIIIII IIIIIrIII IIII�IIIIIiIILllll IIII�IIII illl�l 11 II►IIIIIIIIIIIIIIII Illi )III IIIIIIIII IIIIIIIIIIr;I„III IIIIIIIII ►IIIIIIiI IIII�IIN Iill�l�ll 1,1111111 IIIIIIIII lilliilll IIIIIIIII IIIIIIIII IIIIIIII► II,►IIIII DRAW I W;. I JUNE 1 , 1990 -mow 1 �'01.1�8Q r IdtrJ ANu•K,rCS @ '� D.l, eLa-9 WA-L A(WE PI��O>n ►-lal� ?0'� AT SIM iYr G 04 W6 Ll. . ti _ zw Vt&T: PTorFt 1 _ r. .l � G"a C, 'iYP• iD4E � ;c e11I" r 4 . L�D6FE� gETf�D (arDEr Y, 9 8 _J 15 otC.H r F'vrZ ON f, -- - - --- j Lnr`Jc>1 � c>I11� Z rGT�C� �7�•}�INC� �f • Com{ L. JT"'I.^ __ _ ._ _ ---_ _--- • • ----- bO11D ell• I rY'r+ V) UT s yrI FFG P4 45 IzCV par 51M Cajal. - - - -�— �— - l'Y�", Y4!'.� o 01 -6a ASI��. -" _ -- 4. 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Gs'rej > / Q EYON D EO . SirE OF V� s v' asp N '4. 11-1 �IOd c_ i�'I ate• �Ir�D• Y J 1�r5 DATE 1'IEZZANINE FRAMING FLAN � 1/6, •SCALE PRl4E1 J 2 �� _v"NOt DRAWN CHECKED U IJTE L Q JTZ RUXI 13 G'-O'' OIL Less *PcNif4 14- LI rJTEL_ �&zc-rE c 1�1 'Gly 1c� LII,�TEL r�OVVZO EAD Door?, 'Ji[FT NO 1,-D 'r _-- - -----— 5 4• - 5 - 4 _.. 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PROVIDE VOLUME DAMPER IN RISER. (ox5 :5A, PN F90�- MSL ANI NE n n 2 EXPOSED 16xI4. 1\D3 COORDINATE WITH GENERAL CONTRACTOR FOR OPENING IN MEZZANINE FRAMING -.SII<�' iI4 FOR DUCTS TO PASS THROUGH. 6- ff(o=-Xl Ak� uw I f --,I IPPL- M-2. 14 K A >,J T:�'Wrd M r1l C-t ZA�j I�,Ie cx�TAII Eii " X(. 9L�,rA 2- M-2 o ;;�r-- T-LiKkJ i�)LA(--r K-7 P��42, A(_ UNIT SUPPLY A I L I 0 M F-ZZA 1-�j "o PtQ 0 �0' 5L,F!;01ooL,1 At 150TFOrl OP- rD SuTI �, j l_ 75 (-F:t-1 13gL_0" f2I.ATr'ogit1 Z—_ 7 7 7 7:z= - - - - - - - - - - 7-7 Ym Z 1, Z I I zz TAT11.1 Le- —o-i -Tyr. 2 MOUNT (iR I L LE. A 7 A50\JF- `CALFS KOC ;FLOORIN FAKE O }�A17T<D PJ-ATT=0k-M, DATE GROUND FLOOR PLAN HVAC —Fr-l�, VZ SCALE PROJ.. NO. 1/01 . 11-0 DRAWN CHECKED JTs IWIT 'CONTACT! HOWARD H001-FY WEFT NO (503) 668-6:394 M -� 1 P90JECT NOZ-1481,4,4 1111111 flijill I4TJIJI 1� _11 I-IIpi I I 1�I I III I��I I�--I�-I-II±_V_III bI LIII III III NOTE: IF THIS MICROFILMED jj� 12 DRAWING, IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO II IL 11JI 9 2 01 THE QUALITY OF THE ORIGINAL 1 DRAWIW',. II1,17,11,111, 1 Y30 JUTE 1 J990 , I 9 8 Z 0 N s DUCT LEGE -_ ENDND ---- NOTES THIS SHEET GLULAN KAN K ►,. RG-1 O 14x5-1/2 SUPPLY DUCT DOWN IN WALL TO FIRST FLOOR. _7 — Em `�' � L) L-.' V F-A V ACEN TICALLY LINED t 3000 7.3 TON SUPPLY AIR RETURN AIR EXHAUST AIR OUTSIDE AIR �2 TRANSITION AS REQUIRED FROM AC-5 INLET TO 18X32 RETURN PLENUM WITH SUPPLY l4 RETURN --- -- — RETURN REGISTER MOUNTED ON SIDE OF PLENUM. ROUTE 16X16 DUCT DOWN 30 48 RG-1 FROM PLENUM TO FIRST FLOOR. �— I 10 TON - - NECK SIZE AND NECK SIZE �3� TRANSITION AS REQUIRED FROM AC-5 DISCHARGE TO 32X18 SUPPLY PLENUM. f DIRECTIONS OF �. ROUTE 14XI6 SUPPLY DOWN TO FIRST FLOOR AND HORIZONTAL BRANCH AS \ 50 x 7-Z, RG-1 6XF,-I CU 8x8 CRG SHOWN. f�� 200 /^ �oLOO IS TON I TYPE - TYPE - - CFM - CFM U I � SUPPLY DIFFUSER RETURN/EXHAUST GRTLLF �.- EQUIPMENT rJU �� UNIT CONTROLLED !q -CAPACITY -+ -CAPACITY �r AC-1 m x 5 SG-1 '75c 7.5 TON EQUIPMENT SfM30L ROOM THERMO'KAT 9 --- - - 4-, 30 K 6 SG-1 x GD VOLUME�:p OR DAMPER MOTORIZED _ 12,50 10 TON FD - a HECTANGULAR DUCT 1.500 115 TON r� FIRE DAMPER TRANSITION TO ROUND FIRST v z _ W c� FLEXIBLE TURNING VANES 1 DUCT ISOMETERIC D , F: NOT TO SCALE J z0 DIFFUSER , REGISTER AND GRILLE SCHEDULE z z L SYMBOL TYPE FACE FRAME STYLE DAMPER VOLME FINISH MODEL NO. REMARKS J W w o TW W 0 z � CD-1 CEILING DIFFUSER PERFORATED VERIFY YES STANDARD CARNES 1U z ly r'4 ON KOOF jE :F�_A L�M L a WHITE SPSA O I�xIZ CD-2 CEILING DIFFUSER LOUVERED FLANGED YES STANDARD CARNES WHITE SAFA z G CRC CEILING RETURN PERFORATED VERIFY NO STP.NDARD CARNES ; C 0 GRILLE WHITE SPPA CEG CEILING EXHAUST PERFORATED VERIFY NO STANDARD CARNES a GRILLE WHITE SPPA RR SIDEWALL RETURN LOUVERED FLANGED YES STANDARD CARNES x REGISTER WHITE RTI AHvi �•- 3 RG SIDEWALL RETURN LOUVERED FLANGED NO STRANDARD CARNES in GRILLE WHITE RSLAHnjTORIA m EG SIDEWALL EXHAUST LOUVERED FLANGED NO STANDARD CARNES Z( PJE 2 �� M ILLE WHITE RSLAH O PENDLETONO PORTLAND I(o�� RG-I DUCT MOUNTED EGGCRATE FLANGED NO --- CARNES / RETURN GRILLE 1/2"X1/2"XI" RATAF LINCOLN O O SALEM OBAKER CITY NEWPORT O ALBANY ZONE 1 TY '2. _ EQUIPMENT _ SCHEDULE ZONE 3 O EUGENE O BEND ONTARIO 1 SYMBOL DESCRIPTIO N CLIMATE ZONES (SEE ZONE MAP)* I O BURNS _! COOS BAY O ROSEBURG , AC-1 PACKAGE ROOFTOP AIR CONDITIONINC UNIT WITH GAS HEAT, ZONE I AC-2 6,200 CFM AT 0.40" S.P. AC-3 COOLING CAPACITY: 177 MBH TOTAL COOLING A' ARI CONDITIONS. GRANTS O MEDFORD AC-4 HEATING CAPACITY: 260 MBH INPUT, 213 M8H OUTPUT. TWO-STAGE FIRING. PASS O OKLAMATH FALLS ,I LENNOX MODEL GCS11-1853. AC-1 PACKAGE ROOFTOP AIR CONDITIONING UNIT WITH GAS HEAT. ZONE 2 ON ROUP AC-2 5,000 CFM AT 0.40° S.P. 10><IU UP, `(O Ef'- I AC-3 COOLING CAPACITY: 119 MBH TOTAL COOLING AT ARI CONDITIONS. AC-4 HEATING CAPACITY: 2GO MBH INPUT, 213 MBH OUTPUT. TWO-STAGE FIRING. CLIMATE ZONE MAP $...h E_AOAU5T I*1 TU (,IZ-VUND Ft_R LENNOX MODEL GCS16-1353. 2w5 SXHAuyi' ON f0 C�RDutJD 11L AC-1 PACKAGE ROOFTOP AIR CONDITIONING UNIT WITH GAS HEAT. ZONE 3 AC-2 3,000 CFM AT 0.40" S.P. ` fk �.Jrr;rj 5T u QtS AC-3 COOLING CAPACITY: 89 MBH TOTAL COOLING AT ARI CONDITIONS. 12�c12 AC-4 HEATING CAPACITY: 200 MBH INPUT, 160 MBH OUTPUT. TWO SIAGE FIRING. �a LENNOX MODEL GCS16-953. AC-5 PACKAGE ROOFTOP AIR CONDITIONING UNIT WITH GAS HEAT. ALL ZONES x5 SLiQPUY A1-JD RETURN 3,000 CFM @ 0.7" E.S.P. 6)N KGOr 94.1 Ia " Iojc�O.4 COOLING CAPACITY: 89 MBH TOTAL COOLING AT ARI CONDITIONS., DOLJL i YU (aRKHAIJ 1 UP ° rhIEEN Sr. �5 HEATING CAPACITY: 200 MBH INPUT 160 MBH OUTPUT. TWO-STAGE FIRING. �� D�TA�� _ — 8�$ I.�NEf� cXHALJS'' LIP ' //I AC UNIT L.�r'1,G 16XIL - EF-c LENNOX MODEL GCS16-953. COORDINATE EXACT DETAIL TO ��'2 14rI` �1 k p AC-6 PACKAGE ROOrTOP AIR CONDITIONING UNIT WITH GAS HEAT. COON AC-UNIT MANUFACTURER AV 1z 17- 1,920 CFM AT 0.7" E.S.P. z COOLING CAPACITY: 58.5 MBH TOTAL COOLING AT ARI CONDITIONS. GASKET- N jO HEA.TING CAPACITY: 75MCH INPUT, 58 MBH OUTPUT. -2 - LENNOX MODEL GCS10(X)-653-75. X 10 OR TNSULAIIQN rl , „ 4 Y' PRE-FAB CURB BY EF-1 ROOFTOP EXHAUST FAN. 375 CFM AT 0.35" S.P. AC-UNIT MANUFACTURER xI� CARNES MODEL VEDB-08-E2. --FLASHING � E.' 2 ROOFTOP EXHAUST FAN. 200 CFM AT 0.25. I `) _ / _I CARNES MODEL VEDB-06-62. - ---ROOFING Lit 14x 1 - CANT STRIP�y — ----, n *VERIFY AC WIT SIZES WITH INTERFACE ENGINEERING PRIOR TO SID. LEVELING STRIP F R ELECTRiGAL CHARACTERISTICS SEE DIVISION 15. I I --- ----- — - I� 6 V-1 ROOF )CCK-----' I 1 L1��5''` 2 AC - UNIT CURB DETAIL i NOT TO SCALL S.N. AC-UCD lS x �� K 'N A 1.L 14'rre I31' 1 L.56 . CT ELECTRIC DUCT HEATER SCHEDULE SYMBOL SYSTEM DUCT SIZE CFM KW VOLT PHASL NO. STEPS RLMARKS � _V 1 DH -1 AG-(.o 1(oxt 6000 r3 ZOb :25 Z - }— I DA TE MEZZANIN CALF SCALE FL OR PLAN - HVAC 22 . I�� PROJ. N0. 1/8' • 1'-D 1481 DRAWN CHECKED JT5 Rur CONTACT HOWARD HANDLEY SHEET NO e (503) 659-6394 Mw2 o. PR N 7481A4, OF Wow 1 1 111 i l i 11 1 ill Ill III 1I� 111 III I I S III III III III III 1I 1 111 I I I I t I I I III I I I I I I I I III III �I I I I i III III 1I1 1i 1 i I�t I t I�I-III t 1 I l� I I I I III I I I I I l I III 111 V I I I I �- .... ' NOTE: IF THIS MICROFILMED 11 + I 11 I I l y� I I 13 I I 4 ( I I �I I I I I �? I I I b 1� I I I I �4 DRAWING IS LESS CLEAR THAN L--- ----�---- 1 - - - --�- - - --- `-- - -- �OO� - -�.__.. THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAW IG. [III ,11 331-111111,1L,ZV_]]]I 7111,12141111JwZIII �11111rlllilllll171— EIIII�IIII ZIIII�II8II lIII111111111 iIILi 1]III illIIiIiIII�IIIi lIIIII�II�i IIIII�IIII 1T'll�llll I1I�I�IIIiI tIIII�IIII tIIII�IIII II1IIII ILIII1IIII�1I9III1119IIII-IIIII ♦ E L l u IIII�IIIIIIIII�IIII IIII�IIII IIIIrIII 1 1 JUNE 09 0 I � � � r � - .-►ter-•vs�rt�.:- .`- � J ` . � I �� 15010 GENERA!` PROVISIONS SECTI(M iL;i PLUMBING DUCT CO7;STRUCTION ' + SCOPE PIPING LOW PRESSUkE DUCT WORK: CONSTRUCTED FROM GALVANIZED SHEET METAL TO CONFORM TO • CHAPTER 10, UNIFORM MECHANICAL CODE, VOLUME lf, 1974 EDI1[UN OR 1474 ASHRAE 0 THE WORK COVERED BY THIS SEC?ION CONSISTS OF FURNISHING ALL LABOR, MATERIALS AND SOIL ANC WASTE AND VENT PIPING: GUIDE TABLE. EQUIPMENT NECESSARY IN CONNECTION WITH MECAANICAL WORK, COMPLETE AND READY FOR SERVICE, AS SHOWN AND AS SPECIFIED. UNDERGROUND PIPING TO FIVE FEET OUTSIDE BUILDING LINE: SERVICE WEIGHT NO-HUB FLEXIBLE DUCTS: GALVANIZED SPRING STEEL WIRE HELIX COVERED WITH CONTINUOUS CODES, RULES AND REGULATIONS CAST IRON SUIT. WITH STAINLESS STEEL COUPLINGS AND NEOPRENE GASKETS. LINER AND ATTACHED TO LINER WITH SPRAY COATIN; , ONE INCH THICKNESS OF FIBERGLASS 1N6ULATION, PLASTIC VAPOR BARRIER JACKET SEALED AT BOTH ENDS. 0.25 K FACTOR AT ABOVE GROUND PIPING: 75 F. MEAN TEMPERATURE, RATED FOR CONTINUOUS SERVICE AT 15 INCH S.P. ALL J ALL WORK. AND MATERIALS SHALL CONFORM TO THE LOCAL ANO STATE CODES, AND ALL STATE 2••1/2" AND SMALLER: NO-HUB CAST IRON SOIL PIPE. JOINTS MADE WITH 1/2 INCH WIDE POSITIVE LOCKING STEEL_ STRAPS. U.L. APPROVED a AND OTHER APPLICABLE LAWS AND REGULATIONS. 3" AND LARGER: NO-HIJB CAST IRON WITH STAINLESS STEEL COUPLINGS AND NEOPRENE PER U.L. 181. MAXIMUM LENGTH OF FIVE FEET ON SUPPLY DUCTS. GENFLEX, THERMA- N GASKETS. FLEX, f•LEAVAFLEX. OR APPROVED. SHOULD TH,_RE BE ANY DIRECT LONFLICT BETWEEN CODES AND THE DRAWINGS ANG/Ok SPE( .- w FICATIONS, THE CODES, RULES AND REGULATIONS SHALL GOVERN. OPTION: DWV PVC WASTE AND VENT PIPE SYSTEM. ! FIBERGLASS DUCTBOARD: (CONTkACTCR'S OPTION - SUPPLY DUCTS ONLY) FIBERGLASS 1" Q DRAWINGS THICK TYPE 475 DUCTBOARD WHICH METS THE REQUIR:MENTS OF NFPA 90A AND 90B; HAS A STORM WATER PIPING FACTORY APPLIED UNDERWRITER'S LABORATORIES UL 181, CLASS 1 AIR DUCT LISTING IT IS THE INTENT Of THESE SPECIFICATIONS AND THE DRAWINGS TO PROVIDE A COMPLETE LABEL; HAS DOUBLE DENSITY MOLDED M/F SLIP JOINT EDGES, OR PLAIN EDGE WHEN AND WORKABLE FACILII IT SHALL IC THE RESPONSIBILITY OF EACH TRADE TO COORDIN-MPLETE ABOVE AND UNDERGROUND PIPING FIVE FELT OUTSIDE BUILDING LINE: SERVICE WEIGHT UTILIZING THE FIBER GRIP CLOSURE SYSTEM; HAS A FSKA (FOI'-, SCRIM, KRAFT) FACING; AN WITH ALL OTHERS )R PROPER AND ADEQUATE INSTALLATION CLEARANCE. NO-HUB CAST IRON SOIL PIPE WITH STAINLESS STEEL COUPLINGS AND NEOPRENE GASKETS. HAS A THERMAL CONDUCTANCE FACTOR OF C = 0.23 AT 75 F. MEAN; HAS A NOISE REDUC- TION COEFFICIENT (NRC) OF 0,20 AS PER ASTM C423-60T USING A N6 MOUNTING; AND HAS PERMITS AND FEES DOMESTIC WATER PIPING: TYPE "M" COPPER ABOVE GRADE, TYPE "L" COPPER BELOW AN AIR FRICTION CORRECTION FACTOR OF 1.0 MAXIMUM AT 2,000 FPM. MANVILLE CO. OR - — GRADE. BRAZED JOINTS BELOW GROUND 95/5 SOLDER ABOVE GROUND. APPROVED. DUCT BOARU APPROVED ON CONCEALED SUPPLY AND RETURN DUCTS ONLY UNLESS NOTED OR SPECIFIEED OTHERWISE. Q ARRANGE AND PAY FOR PERMITS, ELLS, SERVICE CHARGES AND INSPECTIONS AND PRESENT GAS PIPING - ABOVE FLOOR INTERIOR: NATURAL GAS PIPING TO BE SCHEDULE 40 BLACK S TO OWNER CERTIFICATE OF INSPECTION". STEEL PIPE (ASTM A53, GRADE B). PIPING SHALL HAVE BLACK MALLEABLE: IRON 150# DUCTWORK. 0 BANDED PATTERN THREADED FITTINGS. RECORD Ls{Aki!iG ERECT ALL DUCTWORK IN A FIRST-CLASS AND WORKMANLIKE MANNER, TRUE TO DIMENSIONS Z FLOOR DRAINS INDICATED, STRAIGHT AND SMOOTH ON INSIDE WITH NEATLY FINISHED JOINTS LAPPED IN C CONTRACTOR SHALL MAINTAIN AN UP-TO-DATE SET OF PRINTS FOR RECORDING "AS-BUILT" THE DIRECTION OF AIR TRAVEL. PROPERLY BRACE AND REINFORCE ALL DUCTS WITH STEEL CONDITIONS. AT THE END OF THE JOB ALL "AS-BUILT" INFORMATION SHALL RE TRANSFER- CLEATED CAST IRON BODY, DOUBLE DRAINAGE FLANGE WITH WFEP HOLES, PRIMER CONNEC- ANGLES OR OTHER MEMBERS. RED TO A CLEAN SET OF REPRODUCIBLE SEPIAS. THE DRAWINGS SHALL RECORD ALL DEVIA- TION, VANDALPROOF SCREWS, FLASHING CLAMP DEVICE, ADJUSTABLE STRAINER. SMITH, TIONS FROM THE CONTRACT DOCUMENTS. THESE CHANGES SHALL BE ACCURATELY DIMEN- JO AM, WADE OR ZURN. ELBOWS: STANDARD CENTERLINE RADIUS SHALL EQUAL 1-1/2 TIMES THE WIDTH OF THE SIONLD FROM THE BUILDING LINES AND REFLECT THE DEPTH FROM FINISH CRA^F OR DUCT. L �Atir' FINISHED FLOOR. ROOF DRAINS r FIELD MEASUREMENTS AND INSPECTION i SQUARE TURNS SHALL BE PROVIDED WITH AIR FOIL TYPE TURN VANES. CAST IRON BOGY, FLASHING RING, UNUERDECK CLAMP, PLASTIC DOME AND UNDERDECK tv CLAMP. SAME MANUFACTURER AS FLOOR DRAINS. DUCT SIZES SHOWN ON THE. DRAWINGS ARE THE NET INSIDE DIMENSIONS. All MEASUREMENTS SHALL BE VERIFIED AT THE SITE. VERITY ALL CONDITIONS ON JOB SITE. PLUMBING SPECIALTIES ACCESS DOORS IN DUCTWORK SHALL BE LOCATED AS REQUIRED FOR SERVICE OF FIRE MATERIALDAMPERS, AUTOMATIC DAMPERS AND OTHER ITEMS REQUIRING MAINTENANCE OR INSPECTION. TRAP PRIMERS: CAST BRASS TRAP SEAL PRIMER VALVE WITH AUTOMATIC VACUUM BREAKER,. PROVIDE VENTLOCK NO. IOC LATCH WITH NO. 150 HINGES AND FELL GASKETS. MINIMUM ALL MATERIALS NEW. TRADE NAMES DENOTE CHARACTER AND QUALITY OF EQUIPMENT JOSAM P8250. WADE ZURN, J. R. SMITH OR E A S VALVE COMPANY. SIZE 12X12 OR EQUIVALENT AREA. DESIRED AND SHALL NOT BE CONSTRUED AS LIMITING COMPETITION. _PLUMBING CLEANOUTSDUCT HANGERS AND SUPPORTS: HANG DUCTS UNDER 20 INCHES DIAMETER OR MAXIMUM SIDE GUARANTEES _ DIMENSION WITH GALVANIZED STRI''S OF NO. 16 U.S.S. GAUGE STEEL ONE INCH WIDE AND CLEANOUTS SHALL BE LOCATED AS SHOWN ON DRAWINGS AND AS REQUIRED BY THE ADMINIS- ALL LARGER DUCTS WITH STEP . ANGLES AND ADJUSTABLE HANGER RODS SIMILAR TO PIPING N TRATIVE AUTHORITY, CLEANOUTS SHALL BE THE ;AME SIZE AS THE PIPE EXCEPT THAT HANGERS. ANCHOR ALL DUCTS SECURELY TO BUILDING IN SUCH MANNER AS TO PREVENT � N FUkNISH WRITTEN GUARANTEE TO OWNER FOR A PERIOD OF ONE YEAR COVERING ALL DEFECTS GREATER THAN 4" WILL NOT BE REQUIRED. INSIDE FLOOR TYPE SHALL HAVE POLISHED TRANSMISSION OF VIBRATION TO STRUCTURE. N IN MATERIAL AND WORKMANSHIP. SHOULD ANY _;ROUBLE DEVELOP DURING THIS PERIOD DUE NICKEL BRONZE TOPS, AND WALL TYPE SHALL HAVE cTAINLESS STEEL COVERS. ALL CLEAN- TO DEFECTIVE MATERIALS OR FAULTY WORKMANSHIP. THE CONTRACTORS SHALL FURNISH ALL OUTS SHALL BE JOSAM, WADE, ZURN, SMITH. SFiTH NUMBERS USED AS A BASIS OF SELEC- SEAL ALL JOINTS IN DUCTS WITH 3M CO. OR MANVILLE CO. 1NT'.,STRIAL GRADE PRESSURE W NECESSARY LABOR AND MATERIALS AND CORRECT THE TROUBLE PROMPTLY AND WITHOUT ANY TION. OUTSIDE CLEANOUTS TO GRADE SHALL BE ADJUSTABLE, VANDALPROOF AND GALVA- SENSITIVE TAPE OR 6" WIDTH OF SIX OUNCE CANVAS PASTED Of WITH ARABOL. RAY CHEM Ln ADDITIONAL COST TO THE OWNER. N1ZED. SHRINK TAPE APPROVED. SECTION 15050 BASIC MATERIALS AND METHODS PLUMBING FIXTURES FIBERGLASS DUCT CONSTRUCTION C ELECTRIC MOTORS GENERAL: ALL CHINA FIXTURES OF ONE MAN'.IFACTURER. KOHLER, ELJER, AMERICAN- ALL FABRICATION SHALL EITHER BE IN ACCORDANCE WITH THE LATEST EDITIONS OF TEE w U C 6 STANDARD OR APPROVED SUBSTITUTE. COMPLETE WITH ALL FITTINGS AND TRIM. MANVILLE CO. FABRICATin". MANIIAI Aria/l,R THE SMACNA FIBROUS GLASS MANUAL, DUCT W �) MOTORS SHALL MEET NEMA STANDARDS, AND SHALL BE SUITABLE FOR THE SERVICE AND CONSTRUCTION STANDARDS, OR SHALL BE FABRICATED BY A MANVILLE CO. FACTORY QUALI- Ow LOCATION SHOWN OR REQUIRED, MOTORS SHALL BE DRIP-PROOF INDUCTION TYPE WITH BALL ALI STAINLESS STEEL FIXTURES OF ONF MANUFACTURER. ELK.AY, JUST OR APPROVED SUB- FIED FABRICATOR. cl 0 BEARINGS UNLESS OTHERWISE SPECIFIED. ELECTRIC MOTORS MUST OPERATE EFFICIENTLY STITUTE. ON APPLIED LINE VOLTAGES VARYING FROM MINUS 5% TO PLUS LOX OF NAMEPLATE RATING GROOVING: ALL GROOVES SHALL BE MODIFIED SHIPLAP AND SHALL BE MACHINE FABRI- O L WITHOUT EXCEEDING THE FULL LOAD NAMEPLATE TEMPERATURE RISE. REFER TO DIVISION FIXTURE SCHEDULE: SEE SCHEDULE FOR TYPES. CATED, EXCEPT FIELD r.ABRICATED MODIFICATIONS, WHICH MAY BE DONE WITH HAND TOOLS. � 3 Q lE, ELECTRICAL, FOR NOMINAL SYSTEM VOLTAGE EXPECTED FOR THIS PROJECT. PROTECTION: MOTORS WITHOUT EUILT-IN PROTECTION SHALL HAVE SEPARATE THERMAL PLUMBING TRIM STAPLING: ALL TRAVERSE AND LONGITUDINAL SEAMS SHALL BE STAPLED WITH 1/2" MINI- ()( U I i MUM OUTWARD CLINCH STEEL STAPLES APPROXIMATELY �" ON !'ENTER, STAPLES ON LONGI- L OVERLOAD DEVICES WITH LOW-VOLTAGE RELEASE OR LUCK-OUT AS REQUIRED. HERMETICALLY TRAPS: PROVIDE TRAPS ON ALL FIXTURES EXCEPT FIXTURES WITH INTEGRAL TRAPS. TUDINAL SEAM MAY BE OMITTED IF THERM-LOK-R CLOSURE MATERIAL IS USED IN CONJUNC- L SEALED MOTORS SHALL HAVE QUICK. TRIP DEVICES, PROVIDE BUILT-IN THERMAL OVERLOADEXPOSED TRAPS CHROMIUM PLATED CAST BRASS OR 17 GAUGE CHROMIUM PLATED BRASS TION WITH GLASSMASTER'S FOLDMASTER MACHINE, OR APPROVED. U) w PROTECTION IN MOTORS NOT OTHERWISE PROTECTED BY EXTERNAL DEVICES. TUBING. Q CLOSURE: SYSTEM: ALL TRAVERSE AND LONGITUDINAL SEAMS SHALL BE SEALED WITH EITHER RATING: RATE MOTORS FOR CON', INUOUS CUTY UNDER FULL LOAD. HORSEPOWER RATING SUPPLIES ANC STOPS: FIRST QUALITY BRASS, CHROME PLATED. BRASSCRAFT, McGUIRE. THERM-LOK-R CLOSURE MATERIAL OR A GLASS FAB AND MASTIC CLOSURE SYSTEM, CON- J SHALL BE WITHOUT SERVICE FACT'jR FOR THE SPECIFIED LOAD. VOLTAGE RATINS SHALL BE SISTING OF ONE LAYER OF OPEN MESH GLASS TAPE, MANVILLE CO. TYPE GT OR EQUAL, _ AS SHOWN ON THE DRAWINGS. CLOSET SEATS: SOLID WHITE REINFORCED PLASTIC, OPEN FRONT, HINGE WITH INSERT ! EMBEDDI'D IN A COATING OF DUCT MASTIC, MANVILLE CO. TYPE M OR EQUAL, OVER THE y INTEGRALLY IN SEAT, CONCEALED CHECK. OLSONITE, CHURCH, BENEKE, BEMIS. SEENANUSTAPtEC FLAP ON THE DUCT JOINT. WHERE INACCESSIBILITY AND SAFETY IN THE FIELD WITH THE MAN MOTORS SHALL BE GENERAL ELECTRIC, CENTURY, RELIANCE OR WAGNER SCHEDULE. DICTATE OTHERWISE, A SMACNA REGISTERED PRESSURE SENSITIVE TAPE AS APPROVED BE N co WITH THE MANUFACTURER'S NAMEPLATE MERMAN NTLY ATTACHED. THE DUCT BOARD MANUFACTURER MAY BE USED. O STARTERS SECTION 15500 HEATING, VENTILATING, AND AIR CONDITIONING i AS A CONTRACTOR'S OPTION, FIBER GRIP EXTRUDED ALUMINUM CHANNELS SEALED WITH U m EXHAUST FANS FASSGN 0805 SMACNA REGISTERED TAPE OR APPROVED, AS REQUIRED BY U.L. TO MEETpop , STARTERS FOR EQUIPMENT SHALL BE FURNISHED BY THE EQUIPMENT SUPPLIER AND BE SUIT- LEAKAGE REQUIREMENTS, MAY BE USED AS P CLOSURE, REINFORCING AND HANGING SYSTEM. ABLE FOR PERFORMING THE CONTROL FUNCTION REQUIRED. STA;,TERS SHALL HAVE THERMAL CENTRIFUGAL ROOF EXHAUST FANS. FIBERGLASS WEATHERPROOF COVER, SPRING VIBRATION OVERLOAD PROTECTIVE DEVICES ON ALL "LINE" LEGS. SIZE ALL OVERLOAD HEATERS AS ISOLATION BIRD SCREEN, BACKDRAFT DAMPER AND DISCONNECT SWITCH. FANS SHALL BE ALL FITTINGS WITH BUTT JOINTS OR WITHOUT STAPLE FLAPS SHALL BE CLOSED WITH 8" RECOMMENDED BY MOTOR OR EQUIPMENT MANUFACTURER FOR SERVICE AND LOCATION. A.M.C.A. RATED AND U.L.. PACE-DO SKY-CAP MODEL. STRIPS OF CLOSURE MATERIAL 12" ON CENTER ACROSS THE JOINT PRIOR TO SEALING OVER INSULATIOfIROOFTOP AIR CONDITIONING UNIT_ THE JOINT WITH IDENTICAL CLOSURE MATERIAL, EXCEPT WHERE FIBER GRIP IS USED. , HANGING: DUCTWORK SHALL BE SUPPORTED AT ALL FITTINGS AND CHANGES IN DIRECTION. SUPPLY AND RETURN AIR DUCT COVER WITH 1" THICK DUCT INSULATION EXCEPT WHERE UNITS: U.L. APPROVED OF SINGLE-PACKAGE TYPE WITH AIR-TO-AIR COOLING AND GAS FOR STRAIGHT RUNS SUPPORT EVERY 4E" WHERE DUCT SPAN IS 24" OR MORE AND EVERY 96" NOTED ON THE DRAWING FOR DUCT TO Bi LINED OR WHERE FIBERGLASS DUCTBOARD IS USED. HEATING. MOUNTED ON A FULL PERIMETER ROOF CURB. LENNOX, TRANS. WHERE DUCT SPAN IS LESS THAN 24". HANGER STRIPS SHALL BE 1" X 22 GAUGE SHEET METAL TO 60" SPAN AND 1" X IP GAUGE WIRE. SUSPEND IN TRAPEZE FASHION WITH 22 LINE WITH 1" DUCT LINER AS NOTED ON DRAWING. COMPRESSOR: THE UNIT SHALL CONTAIN HERMETIC COMPRESSOR(S) WITH SUITABLE VIBRA- GAUGE 1" X 2" X 1" CHANNELS. FIBER GRIP CHANNELS MAY UTILIZE THE PRE-PUNCHED TION ISOLATORS AND CRANKCASE HEATER ANg SHALL HAVE A FIVE-YEAR WARRANTY. SHALL SLOTS IN THE VERTICAL PORTIONS OF THE F6-3 AND FG-6 MEMBERS WITH 12 GAUGE WIRE HOT AND COLD WATER ABOVE GRADE: COVER WITH I" FIBERGLASS SECTIONAL PIPE INSULA- HAVE CAPABILITY TO OPERATE DOWN TO 45 F. OUTSIDE TEMPERATURE. PROVIDE 5-YEAR FOR HANGERS. TION. WARRANTEE ON COMPRESSOR. 2-STAGE REQUIRED ON 1C TON AND LARGER. REINFORCEMENT: REINFORCEMENT SHALL BE INSTALLED ON UPSTREAM SIDE OF FAN DIS- SECTION 15300 FIRE PROTECTION FANS AND MOTORS: THE INDOOR AIR FAN SHALL BE OF THE FORWARD-CURVED CENTRIFUGAL CHARGE. METHOD OF REINFORCEMENT SHALL BE EITHER THE TIE-kOD REINFORCEMENT TYPE, BELT DRIVEN MOTOR. THE OUTDOOR AIR FAN(S) SHALL. BE OF THE PROPELLER TYPE. SYSTEM OR SCHEDULE FOR REINFORCEMENT, TABLE 1, SMACNA FIBROUS GLASS MANUAL. DESIGN CRITERIA:_ AUTOMATIC SPRINKLER DESIGN CRITERIA: ELECTRICAL: ELECTRICAL CONNECTION TO BE SIGNLE POINT CONNECTION. SECTION 15450 CONTROLS SHOP DRAWINGS: PROVICE SHOP DRAWINGS APPROVED BY LOCAL FIRE MARSHAL FOR THE ACCESSORIES: ROOF CURB WITH SUPPLY/RETURN PLENUM. MODULATING OUTDOOR ECONO- I PRODUCTS FIRE SPRINKLER SYSTEM. MJZER PACKAGE WITH RELIEF DAMPER AND ENTHALPY CONTROL. COMBINATION SUPPLY RETURN SUPPLY GRILLE ASSEMBLY WITH DUCT DROPS. CONTRACTOR TO PROVIDE A COMPLETE SYSTEM OF LOW VOLTAGE ELECTRIC CONTROLS COM- PLETE WITH NECESSARY CONTROLS, WIRING, °E "S AND DEVICES TO PROVIDE AN OPERABLE FOR OCCUPANT RE411IREO BY CODE OR THE LOCAL FIRE MARSHAL_, SO INSTALLED AS TO HEATER: ACA APPROVED HEAT EXCHANGER WITH ALL SAFETY CONTROLS REQUIRED BY CODE. SYSTEM. PROVIDE COMPLETL COVERAGE FOR ALL PORTIONS OF THE OCCUPIED PREMISES. PROVIDE ELECTRIC IGNITION. 2-STAGE HEATING ON 7-1/2 TON AND LARGER UNITS. DRY SYSTEM IN AREAS SUBJECT TO FREEZING. THERMOSTATS (AC-UNITS): AUTOMATIC CHANGEOVER. ELECTRONIC HEATING/COOLING TYPE. UNIT HEATER DUAL SETPOINT. LOCKING COVER,. SOLID STATE PROGRAMABI_E NIGHT SETBACK. AUTOMATIC FIRE SPRINKLER INSTALLATION SHALL BE IN ACCORDANCE WITH ALL N.F.P.A. (NOT anPLICN9LE 1'0 THE TI,A4D 3TOAE) HONEYWELL T7400A, OR PRO-STAT. REGULATIONS. GENERAL_: NATURAL GAS-FIRED UNIT HEATER PIPED AND WIRED INTERNALLY FOR SINGI-E POINT FIELD CONNECTIONS. HEAVY GAUGE STEEL CABINET, BAKED ENAMEi. FINISH. SEE SECTION 15950 SYSTEM BALANCING PROVIDE BACKFLOW PREVENTER PER CODE. SCHEDULE FOR CAPACITY. GENERAL INSTALL_ HEADS IN UNIFORM PATTERN IN CEILINGS. CHROME PLATED SEMI-RECESSED HF'DS FAN SECTION: PROPELLER FAN SECTION CAPABLE OF .25" E.S.P. IN ALL FINISHED CEILING AREAS. BRASS HEADS UNDER EXPOSED STRUCTURE. t MECHANICAL CONTRACTOR TO PROVIDE COMPLETE AIR BALANCING OF THE SYSTEM. FIRE SPRINKLER PIPING SHALL BE SIZED IN ACCORDANCE WITH NEPA STANDARDS PAMPHLET HEATING SECTION: ALUMINIZED STEEL HEAT EXCHANGER, WITH ELECTRIC IGNITION. BALANCING TO BE DONE BY A FIRM SPECIALIZING -IN T'iIS WORK. NO. 13 OR BE HYDRAULICALLY DESIGNED IN ACCORDANCE WITH CHAPTER 7 OF REFERENCED CONTROLS: 24 VOLT WITH ELECTRONIC IGNITION, THERMOSTAT. 100% SAFETY CONTROLS, TEST AND ADJUST ALL GRILLES TO WITHIN LOX OF DESIGN AIR QUANTITIES. STA„DARD. PIP[NGN-AND ACCESSORIES: ALL PIPE LOCATICINS SHALL BE GOVERNED BY STRUCTURAL, MANUFACTURERS: REZNOR, HASTINGS, LENNOX, MODINE OR APPROVED. MECHANICAL AND ELECTRICAL SYSTEMS. INSTALL PIPING CONCEALED WHEREVER POSSIBLE. FLUE VENT PIPE END IIF MECHANICAL TRACINGS CAP ALL OPENINGS IMMEDIATELY AFTER INSTALLATION TO PREVENT ENTRANCE OF FOREIGN , MATTER. EXPOSED PIPING SHALL BE RUN ONLY PARALLEL AND/OR PERPENDICULAR TO SUR- Y FURNISH AND INSTALL METALBESTOS TYPE B OR TYPE PS AS NOTED, OR APPROVED CAS FACES OR STRUCTURAL MEMBERS. VENT. VENT PIPING MUST BE U.L . LABELED AND BE RATED FOR 1” CLEARANCE TO COM- BUSTIBLES. ROOF CAP TO MATCH FLUE TYPE AND BE APPROVED AND SUITABLE FOR APPLI- ALARM BELL. ELECTRIC ALARM BELL, FLOW AND PRESSURE SWITCHES, U.L. LABELED OF CATION. SEE DRA'IINCS FOR SIZES. TYPE AND SIZES REQUIRED. COORDINATE WIRING WITH ELECTRICAL CONTRACTOR. PIPE AND FITTINGS TO CONFORM TO NFPA STANDARDS PAMPHLET NO. 13. UQTRICALCT COILS (DH-1): SECTION 15350 STORM WATER LIFT STATION DESIGN: SLIP-ON TYPE HEATERS OF CAPACITIES AND SIZES INDICATED ON DRAWINGS. z Ewe: E (NOT' APPLICABLE TO THE TIOA4D :"TO'-4E) HEATER SHALL BE SUITABLE FOR INSTA' LATION IN LINED DUCT. a 1 CONSIRUCIION: PROVID,: A DUPLEX PUMPING SYSTEM. EACH PUMP SHALL BE OF THE SEALED SUBMERSIBLE TYPE. PUMP VOLUTE, MOTOR AND SEAL HOUSING ARE TO BE OF HIGH QUALITY COILS CONSTRUCTED OF 80% NICKEL, 201: CHROMIUM AND INSULATED BY FLOATING CERAMIC J_ O GRAY,CAST IRON. ALL EXTERNAL MATING PARTS SHALL BE MACHINED AND 0-RING SEALED. BUSHINGS. ALL FASTENERS EXPOSED TO SEWAGE SHALL BE STAINLESS STEEL. IMPELLER IS TO BE TWO- AUTOMATIC, RESET DISC TYPE PRIMARY OVERTEMPERATURE PROTECTION, REPLACEABLE LINK VANE, SEMI-OPEN, SO THAT IMPELLER DIAMETER CAN BE TRIMMED AND STILL RETAIN FACTORY BALANCE. PUMPS SHALL HAVE A CARBON AND CERAMIC FACED MECHANICAL SHAFT TYPE THERMAL CUTOUT FOR EACH HEATER STAGE FOR SECONDARY PROTECTION, CONTROL W SEAM_. CIRCUIT COMPLETE WITH THERMAL CUTOUTS AND DISCONNECTING BREAK MAGNETIC CONTACTOR, BUILT-IN FUSES FOR EACH STAGE AS HEATER EXCEEDS 48 AMPS AND PRESSURE ACCEPTABLE MANUFACTURERS: HYDRONICS, AURORA, PACO OR APPROVED SUBSTITUTION. DIFFERENTIAL SWITCH, CONTROL CIRCUIT TRANSFO MER WITH A FUSED PRIMARY. HEATERS cc SHALL PF UL LABELED ANO ALLOW ZERO CLEARANCE TO COMBUSTIBLE SURFACES. O CAPACITY: SEE EQUIPMENT SCHEDULE ON 9RAWINGS. ' CQNTRQL PT;OVIDE THERMOSTAT FOR WALL MOUNTING WITH LOCKING GUARD. J: PROVIDE A NEMA 3R RAINPROOF ENCLOSURE WITH SEPARATE REMOVABLE INSIDE BASE PLATE TO MOUNT ALL COMPONENTS. THE OUTS!OE DOOR SHALL HAVE PROVISION INTERLOCK WITH AC-UNIT FAIT OPERATION. LOCK-OUT DURING COMPRESSOR OPERATION. I FOR LOCKING. THE CONTROL COMPONENTS SHALL INCLUDE A CIRCUIT BREAKER FOR EACH PUMP, MAGNETIC CONTACTOR FOR SINGLE PHASE PUMP, AN ALTERNATING RELAY TO ALTERNATE MANU7ACTVRER: INDEECO, BRASCH, WARREN TENNESSEE PLASTICS OR APPROVED. j Q PUMPS ON EACH SUCCESSIVE CYCLE, TERMINAL TRIP FOR CONNECTING CONTROL WIRES, AND 0 CONTROL TRANSFORMER WHERE REQUIRED. I Q SUMP LEVEI CO►jTBOLS: PROVIDE SEALED FLO TYPE MERCURY SWITCHES TO COKfROL SUMP U-! LEVEL AND "LARM SIGNAL. THE MERCURY TU E SWITZHES SHALL BE SEALED IN A SOLID M 1 POLYURETHANE FLOAT. THE SUPPORT WIRES HALL HAVE HEAVY NEOPRENE JACKET AND A W WEIGHT SHALL BE ATTACHED TO CORD ABOVE THE FLOAT 10 HOLD THE SWITCH IN PLACE. " THE FLOAT SWITCHES SHALL HANG IN THE SUMP SUPPORTED ONLY BY THE CORD THAI IS HELD PATE I TO A NEMA , JUNCTION BOX OR WIRING CHANNEL. PROVIDE A METAL BRACKET MOUNTED TO �n�e rnr� THE SIDE OF 1HE CONCRETE SUMP SUITABLE FOR MOUNTING JUNCTION BOX OR WIRING I CHANNEL IN PROPER LOCATION. THREE FLOAT SWITCHES SHALL BE USED 10 CONTROL LEVEL; ONE FOR LEAD PUMP TURN-ON, ONE FOR PUMPS TURN-OFF, AND ONE FOR LAG PUMP TURN-ON. A FOURTH SWITCH SHALL BE PROVIDED FOR ALARM CONTROL. MOUNT ALARM SWITCH TO i cm AN,N INDICATE LEAD PUMP MALFUNCTION. AM: MOV 'DE A HORN TYPE ALARM. ! aMdET NO IMIALLA71QD:' INSTALLATION OF ALL EQUIPMENT LOCATED IN SUMP 1NCLWING NOUMTING T LML SWITCHES TA of DAME UNDER THIS S TION OF THE WORK. MOUNTING OF CONTNDL MNEL 0 WILOINC MANN 70 BE DONE IN Dn DIVISION 16. All INTER-COMM VINGm 3 WIRII0 AND (PIDUIT IIEIKEN'SIM► CANTNOL PANEL AND ALANN TO SE M OVIDg1 WIDEN ; i DIVI$M Lip ` ALL ELEMAL 'rwAs+LTIONS TO NE MAGE HOER DiVIi1N1 1f. 0 _ t 1, F r ip � ,� .:R}�... a� -�;yv,YR,WSI. RIN- � �•-� \ . _ _ __ __ J r � III{III IIIIIIIIIIIIII VIII IIIIIIIII VIII � IIIIIII IIIIIII IIIIIII IIIIIII IIIIIII NOTE: IF THIS MIC )FRMEU L iI11911111 I" IIII�IIIIII-I�►I I LIIIIIII I IIID L1 T- 14Ill-l�llL�IIIII�II1�I1�- 1II�GI1� DRAWING 15 LESS CLEAR THAN THIS NOTIT.E, IT IS C'JE TO I,INAI fi Z Z L7. Z 9Z ti1� -�Z Z iL L 811 i LI [ i i i t t ii l 8 B L 9 9 t E Z IVI URAMING. THE QUALITY OF THE ORITIIII �► ► ►►I�IIIIy JUNE 1 , 1990 . _ ._: _...-a-......-•..•, ,._._.._....._... __._.. _ _.—_...�.....__.........._.�_.. .._. ..-,..,.._,. cnx-xmax�.,acr.��-w.: .r;r.,,", .- ..c .�\+n.�e+R-- ..s:; � .. .� .... _- Y.�. .. ,,._-_ w- s. , 9 2 I-V Ti'-3' 26'-3' V) r,(--T 11/4 11 GW To EA i tc- LI PV(, �)TLJb V942IF-Y (-LN N E(-T TO EK ltl, 'bTO R-M 5M UT,L-I T f 5;Tt f)w6,5, _WNWECT T0 Emt)T ff0E-M DRAIN v/411 (-ATI� 66 VALV& JH 1,�(I V, LP PIZAVV I Mbt), 0 0 =77 77- -,Z..ar ol' F-I�,F- SpRiNr-L'uQ- pr-2cp- KouTr upT-u (.L� F6F�Co-4-rl 1,�J UAT I ON M :!)H E�I�T P-Z Ln 1'14" 0 -u, �,u T,�,,, u- kn 84 Z poo1=7 ANID 4- Z -T-0A - qovioe uA # wD k5(AwLTOR WW 0 2 0 a- Y4 uj < Y- vi "-awl AT101� ON dr =4� a"W, y , H k,W W P Ta ---- SINK J, &N L4t' IN WALI.— � '/;z"HW,OW AND Z%-J uP 16,—co VIA--2- 2 ro- 1 PIPIN(-j UP 74-•IFOLJ(�H VZOP ANS) 'rC A(-, LI—{'T, PROODeOrr- CZCX AW D ;RP-: LA L-A-1 OR WH �-IOUNT okj ANL To KF-DLJ(-F- TD (c Lj ATt FN V, Lj Ii I R, I , I+ i j - NN t,4 ............. . . . . . . . . . . . . 7'-7mT, 4! -ro P-AIIZTI ,4 ;4A ;?_y �ONN��l '-,o!VvQ py LtXAT 10N -2- 0�-4 51*rF,::: L41'ILIT'Y' r--�L.AW -r P. I DATE 4"( rf�p 11 .6 GROUND FLOOR PLAN PLUMBING '1 17 AKIC) 14nLrrF- --rHK0LA(jH ATTIC, SCALE PPOJ. NO ;)W OL-r.5113e I,,IAL-L A"O Cl()Nwgl/-T TO 411Srl), T`(f.-, DRANK CHt 'IKFD JTZ mini CONTACI': HOWARD HANDLEY SHEE1 NO 503) 6511-6394 - p NEW PROJECT N0Z,'-1481A,4 1111 11 111 III III III III I I III 111 111 I 111 11 Jill I NOTE: IF THIS MICROFILMED I 11 I I I I I I I (� ( I I I I I ' I I I lb I 11 I I 1'?I�_ 1 DRAWING IS LESS CLEAR THAN THIS NOTICE. IT IS DUE TO THE QUAI ITY OF THE ORIGINAL 'I - -- --- --r DRAW I NIG. L I !I!i iiiilllll ili(Ili(I il(II(III ((Illflll III(IIII(,111fI(fil IIfIII(II+IIIfIIIIIfIIiII!(f(lillllll!1((IIII!II!IIIII(!III` iII1IIIIi11 i`Jii dii. 11111111 JUNE 1 , 1990 � \ EQUIPMENT SCHEDULE SYMBOL DESCRIPTION NOT APPLI ELECTRICAL afts.- TO P-1 SUBMERSIBLE SUMP PUMP: '250 GPM AT 14 FT. HEAD. 2 HP @ 208V 3o STORE P-2 1,750 RPM. HYDROMATIC MOUEL SK-200. I PLUMBING FIXTURE CONNECTION SCHEDULE CONNECTION ..I ZE �pNN�G'- I" CCAS -TO �►�> tz(��NCY SYM FIXTURE MANUFACTURER/MODEL FITTINGS REMARKS W V C W 1-w UENEr�T0a. 8Y 0rti EK5 �3� bH vRPVipE WC-1 WATLR CLOSET 3 2 1/2 KUHLER K-3500-19 SPEEDWAY STOP AND SUPPLY K BENEKE #523-SS SEAT WHITE. WC-2 WATER CLOSET 3 2 1/2 --- KCHLER K-3528-EB SPEEDWAY STOP AND SUPPLY. BENEKE #523-SS SEAT WHITE. a ----- 0 U URINAL 2 2 3/4 --- KOF'LER K-4990- R SLOAN ROYAL 195-3. Fn11TFa BEEHIVE STRAINER. L-1 LAVATORY 1-1/2 1-1/2 1/2 1/2 KOIiLLR K-2900 MOEN 4420 FAUCET. INSULATE H.W. z SPEEDWAY STOPS AND AND WASTE G T' — -- SUPPLIES. 17 GAUGE PIPING BEI UW CHROME P-TRAP. LAVATORY. �r S-1 SINK 2 1-1/2 1/2 1/2 ELKAY CR-2522 MOEN 7531 FAUCET. - SPEEDWAY STOPS AND SUPPLIES. 17 GAUGE -- CHROME P-TRAP. FDA FLOOR DRAIN 2 --- -- ZURN Z-415-8 PRIME. a FD-2 FLOOR DRAIN �2 --- --- ZURN Z-415-E PRIME. _ LS-1 LAUNDRY SINK 2 1-1/2 1/2 1/2 FIAT L 1 24 x 21 PRICE-PRISTER 71-011 WITH WATTS 118-A. 4 WH-1 WATER HEATER --- 3/4 3/4 STATE: PV s TMST K ROUTE P & T c 11-� TO FD-2. NN _4 HB-1 HOSE BIBB --- --- 3/4 --- WOODFORD MODEL 20 WITH VACUUM U- Ki SERIES BRLAKLR. 8 :) �. Z`\ W W uj j' ' Q W O �--- FUR CliP1'r� f�I,�A'rIQN ( NST-AL1. tACKFLOVI d• TG RGUF J--- GDNTRDL_YAMEL- Wt4WffD Q a �-� >sE P-I I _ INN 4 VIC Cj0' �' -__ON WALT.--4-F 151,%q [] ,� G �� , . _ '1¢ �0^P.IAp1CF._ IIJI'T'z-i � Nor pp z � - � >� _ .AL_ C�oES I io"C A" VIC TEE r' L� -O� 4 X 6" "-NICK I-owe— 4x9%2 GG ' 11�NN �0 (, UNIT. FQGV�pE SHtJT•Qt✓F - — � 4" \h/AF>=R C+�EGK Oq/�Q TOP 2- *` OARS rA slvE a LOLrS A,,,r--) Q,EfaUL'A-OK 10 v.�D-ACG POM!**I RE 4 VIC gaff_ P M^N HO Le J 17--Fi01.1 2 P51 -ro &" WA-rFR COL LAMN, = 4X 4 PLG _�' a s`L_G X G P v -CEN T-T2 A L - � ---- - StA.NDARa MANNoI.� t O A L��'M /AL .�P CC�Mp 4"X I'x 4' TEL✓ BA.L DI21P `_ COV�k 2 - 13 x 4 y, $ 13ULL HEAD 'rfj✓ '^ --- -- ASSET7�L� r I X Y2 15IJ3HING - --T. .—. -- -- �- ;� ('c) 4 x 4 r1 Pp .r3: — -- - 4" 'rHKu MALL IPTO X G -_.—__--- 6 "L,RA V I TY c 1'p R M 5 xa ` l_GO „ I BRAIN _ �`-CI p .-PALL 9 u F '(-H k u4 1 I-- � � — G A t>i VA L V E -t �! ut A J U•NG'f l G N T K VA L V t~. N 4 vu , No E SOX O F-I O P PO S i T� I 4 u I D E: AZA I L,c? A N P _ 51D1% UI� SUMP II I h 5 15Lr- e_AL106j PLANG,P_ FIRE SPRINKLER RISER PROM VAL.Vf;� � III ' -ra D r31V k5 Ao r-,R- NO SCALE ( _I E "I - --_- I,AI, PLJMf ALAFM ON LrAD PUMP OW '11t III, 6 f ! !00 I,R GDI.1(-. - i)ow u =>y a NOT APPLICA.LE TTpumps or TOTII SII PLUGREAOED CLEANOUT ARD STARE 4� 0 1 NDIGATES H E h D z T T --. sa - �IIV1K Af3o N b DELOwI I, ri THICK IRON GRATE (28X28) - 'j-O Clb X Vt<EP Gdu�. PI4D W/ 4 10 GAUGE STEEL A.LL DIP FITTING 13A RS I Z' G.G, F,A V,,-'A Y ASPHALDED LTUMMCCOATEDION M \--WATERTIGHTING STORM WATER L I T STA T ION DETAIL INSIDE AND OUT TO CAULKING HUB ,,e� GONTIN LIAr1UN NOT APPLICABLE CATCH BASIN DETAIL TO TICARD S J► F-Z NO SCALE T R Y4,1 6vo,5 F,I PF- 1 1PTHFZOu(,tH A,, D - - -- Gf�FJNF.�LT To A(- PROV rD5 - AWL) Rr,-C111I-AT_012 TO Rk�--DUCL�_ f:116M 2P51 TO (o" !,JArEtZ COL1IMN, GENERAL NOTES PIPING AND SYMBOL LEGEND .� T FURNISH AND INSTALL A COMPUTE PLUMBING SYSTEM INCLUDING ALL LABOR AND MATERIALS WASTE ABOVE GRADE _ t AS SOWN O�PREQIIIREU FOR A PROPER FUNCTIONING SYSTIA. COMPLY WITH LATEST WASTE BELOW GRADE J 2 ALI. WASTE LINE, TINDER BUILDING SHALE BE INSTALLED GENERALLY AS SHOWN. PIPES SD-- STORM DRAIN ABOVE GRADE SHALL BE NSIALLED PLUMB, LEVEL, PROPER SLOPE AND SHALL BE ATTACHED TO THE m BUILDING BY THE METHOD CONSIDERED STANDARD BY THE TRADES. STORM DRAIN BELOW GRADE ►i+ 3 CONCRETE ESCUTCHEONANOF CONCRETE SIZE . TYPE SHALL"L E CODE COPPER UNDERGhUNDEVFTYPENU°MM AC OLD WATER BELOW GRADE COPPER —� — ABOVE GROUND ALL DOMESTIC WATER PIPING. ---- COLD WATER ABOVE GRADE 4 THESE DRAWINGS ARE DIAGRAMATIC, ALL LOCATIONS ARE APPROXIMATE. VERIFY LOCATION, — — — HOT WATER ABOVE GRADE GRADE AND EXISTANCE OF ALL UTILITIES WHETHER SHOWN OR NOT. ONLY EXISTING UTILITIES TO WHICH CONNECT IONS WILL BE MADE IN THIS CONTRACT HAVE BEEN SHOWN — — — — -- — — — — — — • VENT CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF ALL EXISTING UTILITIES ENCOUNTERED, WHETHER SHOWN OR NOT, AND SHALE REPAIR ANY AND ALL UTILITIES. G NATURAL GAS 6 THE CUNDI11DNS SHOWN ON THE PLANS ARE BASED ON THE BEST INFORMATION AVAILABLE HB BUT ARE. SUBJECT TO VERIFICATION, CONTRACTOR SHALL VERIFY SIIES, LOCATIONS f HOSE BIBB AND ELEVATIONS OF ALL EXISTING UTILITIES SHOWN ON THE PLANS THAT ARE TO BE CROSSED OR CONNECTED f0. CONTRACTOR SHALL BE 'RESPONSIBLE FOR CORRECT,IWG ANY DEFICIENCIES CAUSED BY FAILURE TO PERFORM SUCH VERIFICATIONS AT NO EXPENSE CO TO OWNER. VARIATIONS FROM THE PLANS SHALL BE BROUC,HT TO THE ATTENTION OF DATE MEZZANINE FLOOR PLAN - PLUMBING EIRE SPRINKLER SYSTEM CONNECT ECTARCTO IMMEDIATELY, UTILE CLEANOUT �E��j 22, i3O 6 CONNECT TO EXISTING UTILITIES IN ACCORDANC,F. WITH STANDARDS OF LOCAL AUTHORITIES. tL SCALE PRO'. N0. v8' r-D 1181 1/6110,11,4v TI 7 INSTALL ALL WATER MAIN PIPING WITH A MINIMUM OF 36" COVER. -- DRANK CNMED .LTD *W`1 CONTACT: HOWARD HALEY SI,FFT NO 00* On-43104 P e o rPROJECT NOZ'14$IAA OF ' III LII Ili ill Til III III I I III III III I I III III III III III III III I I Ili III III I I III 111 111 � I III III III I I :L. I I III i � I�I Ill IIJ I I Ill III 111 III 111 III Ill I I NOTE: IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN THIS ryN�OTICE, IT IS DUE TO _ THE DUALiTYOF THE ORIGINAL £ Z T3Z LZ Z YZ Z Ts�Z Z lZ Z 871 T9L t.l T 11 T idlo 7(DRAWING, ll llilllllllllllil IIIIIIIII Illlllllllllll!ull Illllllll Illllllll I11lll�ll 111111III�I�111II1 illlillil Illlrlll JUNE 1 311990 �Cx 4" V I R G D rc. Ga 1,4 t-4 1✓6 T'h:P N 26'-3' ——— ---------------—--- 26-11 - 21' 21 H L E R P?IEF,TiA I L 5 H T r- Z V) CA 0 261- z . . . . . . . . . . z z z z z z e-z-z-Z-Z r+ 41 4'-10 If 3 S 3 sit of 11 _ III17 1 3 3 w N e(IT TO UL D E,; r✓ocAr 11 0 / Z s 0 LJFP:09 L�G`N-rl NJ uAl"ON Se 5 P-? z WJW w0'LLJO z 0 lo f.L YL U) 0 2 H�A Vs 6 En,L.0 w NI ?-'ZAN I W E ---o IY Alt, 14 SA V61 0 15L�O VV 120 1;P z �oo I` � rK L6r L4 r? � c II t 1z Z-1 eh PC I 111A to L 0 6 0 —TI- ST L:WAIM VA L V t� 1 N K L �L-A 14 42 A T. P-2 1 .i 2 �2- o D A IT, GROUND FLOOR PLAN - FIRE SPRINKLER SYSTEM 1/&Il fix 11-011 SCALE PRO-1 NO. 1/8' a P-10 1481 �OAIM CHECKED JTB RW t CONTACT: HOWARD HANDII-Ey SHEET NO 00* 690-9394 p PROJECT NOZ-T481A,4 OF Aw, IIIIIII IIID 11111111 II111111111III1 ILII Illllllll VIII I IIIIIII VIII I 11111.11111111 jIg I I 111111j1111111j.11.1lI 11111111111 11 IjIjIjIjIq� MTF: IF THIS MICROFILML---ED 1111"1 11211 41 9 I -D I$ L SS CLEAR THAN DRAW 1% MV; NOTICE, IT 15 DUE TO THE QUAL ITY OF TI-IF. ORIGINAI DRAW I N;. g Z 61 L �Jjjj 1� I -i ll 111T Ili Ili 1111111 11711 H1111 111,111"fril 11 Ill(IIIIIII II�wi 11iJ111111 1111i"111111111tillil J111 11 Ili , TJNE J 1 Eno V) 0 U) I w I cr I I . I i i I I I _ p I I o I i � s r � r r�—r�r ♦� I r� � a v �i �•rte,q c��• +�(, i I � E�I � I �'N,��r r�t r; 2 Co 4 ro. IA v 1)FFGON h / ,A. 2 ol _� / �� L 4 co. � 4 Z 4, 0 2 4. � io Z. 4 4. 2 I 1 . 18 � � • ha I✓ �. __�a i • } - -� _ I tt � � 'S7 31. 41 37 3 41 37 39. 41, 37. 9 41 37 ^xy, 41, 757 Ti �,- p 'A' A, In • Z c, (14 j I�, W 31 �3 35 'S1 - 31 33 35. 31. 3 3-. 1 33. �1 - 3i - 31. 'S3 35 Q �:� 2'-8 Q I�i.21,23, I I I � • 25,27.29• J Z 'A IIZ 1 i V _ ---s-- • Z �N� — 27 29 25 27 2, . 25, 2.7 29, 25. 27 �9 25 27 29 25, 27, 29 #10 W w s I� W Q E TY F�IC.AI- j F3 rYPIGA6. ! V z • 19• 21 23 '9, 21, 2 , 19 21, L3. 19. 2_1, 23 13, 21. 23. 19 21. 23 19, 2t, 23 0Ib Z --I v----- - -- - - -#10 � vr•10 I►10 21, Ar X10 _ 6 •_ �*� � 1 17 _ _ _ 14, > _ 3. 15, 17, 13. 15 17, 13• 15, 17 13, 5, 17, 13 15 17 13, 15. b III.2w1r40FD 14. 1f i� tr r1 I 1� 1°' • 3/q G �`1U *101 1510 OF 10 X10 X10 I x•10 X10 0 4-124-12Ft 10 X12 tF10 X12 el)rn A _ 11 7. 9. 111. ' 7 9 11. 7 9, 11. 9 11. 7 9, 11. 7 A-I,'7 c • 38 40,92 I E old A' b � � 410 -4I O 010 010 X10 #10 41,10 1C �1 CJ a-10 It 12tt t �Z 12 Y . �10 A' 3. t. 3, 5 I 3. 5 3 1,L ALL L14C,HT FIX7U(ZE5 T PE A' TN15 AREA UNLESS OTHERWISENC?ED. a { I� • 3/4i1 L X10 X101F10 *10 *10 11110 0100 X10 *12 I2 sr 10 'k 12. j(, I(, 'A' 24 --- S11G 3t3 4J, 4'z 38, 40. 4 38, 40, 4-Z 38. 40 +T 8. ' 4a 42, 38. 4U 421 40. 42 trl � a 12. • a 32.343 , I I 1 rl0 X10 I X10 010 410 X10 �F1C iE10 +t 12 #12 10 *1 L u10 O / 41� 1-41— F+'. 34 3., 37 3+ 32, 34, 36, 32 ¢, NO, 32. 34. I 3to, 32 34. 3(o I+ X10 --- -4 --- - — -- — I - - - - -- - I Ip *10 #•10 x `10 X10 X10 # 0 410 *12 -41.2. 410 *12 • 2(0, 28 30. 2(c, 20, 3:), 2$, 'SO k;(o. 0. 50- 6. 28, 30. 2(0 :50. 2(0, T28, L)U. . �0 07 �) —lti E3 TYPICAL /XI TYPICAL 1 x`10 X10 X10 X10 * )44� *1 .010 410 010 .t1 �z12 .*10 _ 20. 22. 7 24 20 - -1 22, 2 20, 22 —24, 2p, 22, Z 4. 20 24, 20! • #8 t3 I=a 1 p #10 ss I 0 f-10 v 10 Z 0 10 %10 010 010 12 012 %*t o $12 I I • 14. I- ■ 14, Irv. 18, 14 1(0, 1 ^t4 10, 18, 14. I(p 181 lio 14, 14 16. 18 14 1co, 18 I )3 10 12• E-2' • I G n 1n 1b, 10 2, a 10• 1 _ -- — -- -- li 8. 10. 12. a, 10 12. 8, 1�14 el 0-17 I '� • IB 19. ? tv #10 x10 �lz *10 �Iz 010 �1z t'— 0 — - — 4 G - - 2 4 2 41 ;� - 2 HF- 4 G, 2 4 60 2, 4 6, 1 ,FM• - ca �10 16 01, \ y -I -� d0(zDl IJ�dT"E Gd►JOP� I%, 1 7 1 17, 19 17, i7 17, N I r r' 7 �� r 9• I). 19. . Iq 17, —_� GO ROIJCgIIa1J HIND 1U� � _ -- - -- - - - _ - �7K DER 1►Jca F 1 x�71J Ie E 13,�.i3 15, X13 I -o'15. I 15/ ` 3 l' _ __14 0' - - -a• �'-1• `L T� CANOPY ELECTRICAL #10 COORDINATE CANOPY CONSTRUCTION PRIOR TO SUBMITTING BID PRICE. TYPE (1F FIXTURE SEE ( TYI�A L- OF �pJR AND QUANTITY SHALL BE COORDINATED FOR [I A TE FEJ, 22, COMPLIANCE WITH INDIVIDUAL STORE STANDARDS. 1 GROUND FLOOR PLAN - LIGHTING SCALE PROJ. NO Ve' ■ t'-10 1481 IDRAWN CHECKED J1D IWI`f SHEET NO E1 Z1481,4,4 of RIF� E 111 III III 111 111 III 111 111 111 III III III 111 III III III 111 III I I III III Illli I III III III I I III III III I I I I I I III I I I�I 111 I,I I 1111 III III III III 111 11111 ! NOTE: IF THIS MICROFILMED I I I I 1 2 I I I hI I ! 1 4 ! I I I I �b I 11 I I �� DRAWING IS LESS CLEAR THAN -----�__L`.__—�-�— I �__ —�� THIS NOTICE, IT IS DUE TO 71-F QUALITY OF THE ORIGINAL � D'tAMING. ILII IIIIIIIII IIII!IIII 1111!11 I IIII!IIII iIIIIIIIi iIIIIIIII IiIIIIIIIIIiIIIIIi!IIiII Ilii IIII!IIIIIIIII!IIII IIII�IIIL ♦!illl iI1111II111IIIliII1 I'tl Illl!11111Ifn�llL111IIIiIIiIJUNE 1 ", **' 1990 y oe P (0 5 4 3 1 WAY ------m -- - -- 2S.-b. - - - �b3 - - 2•- - - ---- -�� - - ---- - -- -- -- --- - ---_ 26.-•' 2I'-2' NOTES THIS SHEET - - -- -- -- _--" <7) STUB UP INTO ACCESSIBLE CEILING SPACE OF PROCESSOR/SECRETARY ROOM. SEE NOTE 9 ON SHEET E4. TO TELEPHONE TERY.:HAL BOARD IN MEZZANINE. SEE MEZZANINE PLAN. Z l� ONE 2" UNUERGROUNL' PVC TELEPHONE SERVICE CONDUIT. COORUI HALE POINT Of SERVICE' LITH TELEPHONE COMPANY. TERMINATE CONDUIT AS In OTRECTED. INSTALL PULL MIRE IN CONDUIT. PROVIDE TRENCHINr AND S BACKFILL AS REQUIRED. �W I I Q PROVIDE AD INSTALL 1/2'C. FOR ALARM. STUB UP TO ROOF BEAM ON t I - MALL. TERMINATE AT 12' ABOVE FINISHED FLOOR WITH PLASTIC INSULA- TING BUSHING. VERIFY EXACT LOCATION PRIOR TO ROUGH- IN. ' I I PROVIDE 1/2-C. FOR ALARM. VERIFY EXACT LOCATION AND HEIGHT OF I I I TERMINATION ABOVE FINISHED FLOOR PRIOR TO ROUGH-IN. TERMINATE WITH PLASTIC INSUI ATED BUSHING. J PROVIDE ELECTRICAL CONNECTION I MECHANICAL EgUIPMENT AS DIRECTED 1,4 DIu�;'T�IZIf3 BY MECHANICAL CO/ITRACTORy COORDINATE PRIOR TO ROUGH-IN. y_ �/_� LOCATE DUPLEX RECEPTACLE ON ROOF NLAR MECHANICAL EQUIPMENT, FOR ' MAINTENANCE. GUR FAIT TINS FO fZN �Bi NOT USED. rl F REFRIGERATOR, VLRIFY EXACT LOCATION PRIOR TO ROUGH-1N. ., BOILER, 20U VOLT D PHASE, 7.5 P, 25 ACONNECT COMPLETE AS i I DIRECTED BY SUPPLHP. VERIFY EXACT LOCATION PRIOR TO ROUGH-IN. 4 C� CONVEYOR SYSTEM, ZQ8 VOLT, 3 PHASE, 9 O AMP; CONNECT COMPLETE. C_J MATER HEATER, 5.5 KW, 208 VOLT, 1 PHASE; CONNECT CL MOUNT 3' ABOWf BACKSPLASH. IF NO BACV�:'LASH, MOI -vT 3" ABOVE Z \ \ q Iq I L 20,24• Ir, 1 COUNTERTOP. �- <04 FIRER SPRINKLER IVALVE ALARM JUNCTION BOX. VERIFY EXACT LOCATION rKt `fs v/ E/� rr - "- -M- PRIG TO ROUGH-11141. �.`�4C. ' /. --h f.�-`M+ -�I/F -{y/- -� (1L5' PROVIDE PUBLIC PAY TELEPHONE. VERIFY HEIGHT AND EXACT LOCATION OF ,��F'LN�',* , 1 ! 2�. _ - � o i l '-' - I OUTLET PIC1OR TO ROUGH-IN. Fy._i{, Z. I \ TV \ I THREE NUMBER 2 UNDERFLOOR DUCTS. �''•' (O' / / \ _� l - -. - .:a.,-` NOT USED. Ems„ h ,� V1 lfl,, / r� J l �( - ' - I r I _- -- - 1 .__^I -._ 1 •- _ - -__-_ I � SEE MEZZANINE POWER AND SIGNAL PLAN FOR CONTINUATION. ��4011;13j NI �, a) IF WALL 1S TO BE CONSTRUCTED OF BLOCK Mf1UNT DUPLEX RECLPTACLErHgRf7ONTALL.Y N' ABOVE FINISHED FLOOR. w IF WALL 15 TO BE CONS:, !LIFO OF TILT-UP CONCRETE MOUNT DUPLEX C(.) V L _ RECEPTACLE IN FLOOR AT , ISE OF WALL <2 DO PROVIDE- L 1 VE CHECKSTA DS JUNCTION TIEXACTO LOCATION X AT US HALL BE-COORDINATED CTURE FOR PRIORECURITY ,TONROIP"1- IN. EXTEND 3/4- EMT TO ACCESSIBLE CEILING ABOVE PHARMACY. � PROVIDE 120V DUPLEX RECEPTACLE ADJACENT TO TELEVISION OUTLET FOR 4 1 L• ® PROVIDE FEEDER FOR HVAC EQUIPMENT FOR EACH ZONE AS SHOWN BELOW: Z Y 1 I ZZ -•' - --- Irr -- - ZONE •1 - 3-01, 1-1/2" EMT, 12-,A-3P BREAKER W fV V-0, _ - I h j Z�l��2 - 3-/4, 1-1/4- EMT, 70A-3P BREAKER w N ZDh -E� - 3-/6, 1- EMT, 50A-3P BREAKER ,I ' I SEE CLIMATE ZONE KAP, DETAIL 3/1,4 � � �� O a -e' 1 FL44W V&VE ; �✓ F-34. F I _ � I ' � - - - - �b -- -' - -- J J w IA _ � 111 � p T I' LLI `O a � � 1- a � ? , I ° I ' - - - z a _ i -� __ _ ► / 13, ------ r -I-, r ', r- r - -t r r - � r - -, r � � r - � r - n r , r - i r - i r - � r 1 iS. l Iii I �• I I I I I �I I I T-_ I I I ` I I I I -- I �(! � I 17, I n-,�. r / L - J� L - J L L - J L .- J L -- J L - _I L _ J L _ J L - -1 L - J L J L _ J L - J L _ J I 1 8 8 - _ L� - \yu - � 17,11 A fi l 71 FIS I t � ,, L7�� 3��-�� I I � I • I I 1 � 1 r I I Mc.. [T 1. 4- F - - -- � 3 t - IIr I I_ I I�'-I°I' L 19 I°X '\ �+•- � l� �_ H �-- --.� I--- -fix --��- I \ �� — Fin �v uIt a, TI ►1 ! n/ 2. I DATE GROUND FLOOR * PLAN -- POWER AND SIGNAL SLA'LE z2, 19 af. Tie- - f-0' DRAWN (,H1,K'ED JTD RLLr' SHEET NO E2 Z�4814A OF • '11 Via. . . - ._. III I1 III III III III III 11111'IIIIIIIII II�III 111�III IhIIIII III III I I III III III I I III III III I I III III III I I I I I I III I I I�I III{II,III I III III IIIIIII III III III I I NOTE; IF THIS MICROFILMED I 11 I I I I I ° L ( I I DRAWING IS LESS CLEAR THAN - ---- -- �- - ---- �J THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL T DRAWING. L Z I LZ 91Z 4rZ4113,11,1111, L L TSOLr t [ Ll9l Tf[ i7i it i 8�llllll ilil !III IIIIIIIII IIIIIIII IIIIIIII IIII� IIIIIIIII 1111,11;1 IIIIIIIII IIIIIIIII IIIIIIIILr.Illil 111111 11 11111111111iIIIIH IIIIIIIII Ilillllll ll!IIIIII IIIII�IILI!IIIIIII illllllll IIIIIIIII IIIIIIIII IIIIIIIIIII!!IIIIII 111111111 11 11 Iill�llli 111111111 F JUNE 1 J99 ® .,.�.. .rwr�....._.. .. ...... __ .,rw _ ■rem_. aI1111� I ELECTRICAL SPECIFICATION SYMBOL SCHEDULE ALI. WORK SHALL COMPLY WITH APPI-1CABLE CODES, STANDARDS, MANUFACTURER'S 0 , ()-4 INCANDESCENT AND/OR H. I .D. LUMINAIRE (SURFACE MOUNTED, FEEDER CONDUIT RECOMMENDATIONS AND THE LATEST EDITION OF THE NATIONAL ELECTRIC CODE. I BRACKET MOUNTED) ALI. WIRING SHALL BE IN COND•JIT EXCEPT LOW VOLTAGE CONTROL THERMOSTAT EMERGENCY EXIT LIGHT cj g DOUBLE LOCKNUT ---- - WIRING AND TELEPHONE RUNS. ROUGH--IN AND EXTEND CONDUIT TO ACCESSIBLE Ln CEILING. ® p INDICATES EMERGENCY AND/OR N.L IUM NAIRE, EMERGENCY CIRCUIT a in S MINIMUM NO. 12 CU. SHALL BE USED FOR POWER AND LIGHTING CONDUCTORS. DO O r0f 4 FLUORESCENT STRIPLIGHT I� NOT CONNECT LIGHTING LOADS TO POWER CIRCUITS. NO ALUMINUM WIRE - ALLOWED. dD DUPLEX RECEPTACLE - WALL MOUNTED O-Z GROUND BUSHING ----- VERIFY ALL EQUIPMENT LOADS WITH EQUIPMENT CONNECTION SCHEDULE. VERIFY SINGLE RECEPTACLE - TIME CLOCK, VENDING, ETC. - WALL MOUNTED — -- ,'NY DEV.,�FIONS WITH ENGINEER PRIOR TO CONNECTION. GROUND BUS FOR BRANCH CIRCUIT. `_ U IONIZATION SMOKE DETECTOR, CONNECT TO FIRE ALARM O O O VERIFY ALL TELEPHONE DULCET LOCATIONS AND COURDINA�E INSTALLATION WITH low LOCAL TELEPHONE COMPANY. PROVIDE 2" PVC SERVICE ENTRY AS REQUIRED, p THERMOSTAT 3/4" CONDUIT FOR ONE OUTLET-, 1" CONDUIT FOR TWO OUTIETS, 1-1/4" CONDUIT w F=—� F— FOR RECEPTION AND CODE-A-PHONE CONDUIT TO ACCESSIBLE CEILING SPACE. MOTOR a �� -� PROVIDE PANEL SPACE AS REQUIRED PROVIDE #6 CU. GROUND WIRE. a $T MANUAL MOTOR STARTER o ' AN EL F HUBBELL CASH REGISTEk RECEPTACLE IG-5362 COVERING SPECIFICATIONS. z F 6 CLOCK OUTLET AND CLOCK - r-- ALL LIGHTING CIRCUIT BREAKERS SHALL BE SWITCH—� DUTY' REGARDLESS 01' CONTROL.ALTERNATE 4v�, FLEXIBLE CONNECTION TO EQUIPMENT �tO1N<<S' BRANCH PANEL - I _ ALL BREAKERS SHALL BE PROTECTED AT 65,000 RMS SYMMETRICAL AIC. a CODE APPROVED DISCONNECT 0 1 DOUBLE LOCT AND -- --- PANEL ASSEMBLY IS T6 BE SQUARE 'D' AND MUST BE BOLT TO BUS. (" FLOOR POWER RECEPTACLE TELEPHONE AND INTERCOM, USE HUBBELL ,A. 0-Z GROUNDUNDBJBUSHING TYPE IGB. BOX 64333 W I TL; �53825 4POWER GROUND, S-2429 FOR PHONE AND LUMINAIRES SHALL BE SUPPLIED WITH MARK III BALLASTS. SOUND. THREE-GANG BOX WITH DIVIDERS. EXIT LIGHTS SHALL BE FLUORESCENT TYPE. 4—r TELEPHONE OUTLET STANDARD WALL Q SUB.-FEEDER CONDUIT---- EMERGENCY LIGHTING 1S TO BE INCLUDED AND SHALL BE CIRCUITED THROUGH IV TELEPHONE OUTLET STANDARD WALL HUNG SEPARATE CONDUIT SYSTEM. v 'A' G JUNCTION BOX Z N e' INCIUDE IN BID TEMPORARY POWER AND LIGHTING. W N NI SPEAKER FOR MUSIC AND INTERCOM N CONDUIT FOR AIR CONDITIONING MUST ALL BE INSIDE WITH NO PANEL ON ROOF. LL o A' 2 TYPICAL BONDING AT BRANCH PANEL_ PUSHBUTTON 8 � NOT TO SCALE ALL SWITCHES TO BE SIERRA, 20 AMP RATED, DUPLEX RECEPTACLES. BRYANT Q 52421 OR EQUAL. BUZZER AND TRANSFORMER, CHIME AND TRANSFORMER "J `�z o PROVIDE PHOTOELECTRIC CELLS AND TIME CLOCKS AS REQUIRED FOR CONTROL OF BELL AND TRANSFORMER Z EXTERIOR SECURITY, PARKING LOT, CANOPY AND SIGN LIGHTING. Z f�) FLOOR POWER RECEPTACLE SINGLE GANG BOX, HUBBELL 82436 WI_1H I MAXIMUM AVAILABLE RMS SYMMETRICAL FAULT CURRENT MUST BE COUROINATED 52425 W � cc o ` WITH LITILITY. THESE BREAKERS MUST BE CAPABLE OF INTERRUPTING MAXIMU11 0 7 FAULT CURRENT AND ALSO MUST LIMIT LET-THROUGH CURRENT SO AS TO PROTECT -4—A-6 HOME RUN, NUMBER OF CONDUCTORS, PANEL 'A' , CIRCUIT #6 w Q 1_ �� I_ JN11fJ(�1kE 'I-' 10,000A. IC BREAKERS IN BRANCH PANELS. WESTINGHOUSE 'TRI-PAC' , G.E. irr - 'TRI-BREAM.' , WESTINGHOUSE 'CURRENT-LIMIT-R' OR SQUARE 'U' EQUAL. CONTROL LEG NUMBER OF CONDUCTORS o a A NL NIGHT LIGHT Z uj PHOTOELECTRIC CELL > z I'VL FLASHIN(_ a Tc TIME CLOCK } NOTES THIS SHEET --`" �— FI GROUND FAULT INTERRUF'TOR y / U CONTROL INBOARD IAMP(S) WITH ONE SWITCH AND OUTBOARD LAMPS WITH TILE ; - - - -- OTHER SWITCH. CT CURRENT TRANSFORMER QD CIRCUIT INBOARD LAMP(S) ON EMERGENCY POWER AND OUTBOARD LAMPS ON MDprn NORMAL POWER. MAIN DISTRIBUTION PAfYfL \ �eCURELT' m SUB-DISTRIBUTION PANEL B-5.11. �T ELECTRICAL METER PER SERVING UTILITIES '� JUNLTIOh� CGU, UNDERFLOOR DUCT UNDERFLOOR DUCT OUTLETS (COMPUTER, POWER, TELEPHONE) COMPUTER OUTLET - $ SINGLE POLE SWITCH p' -- $3 THREE-WAY SWITCH w p WEATHERPROOF THRCL WAY PILOT LIGHTED SWITCH 1 F, I 29, -- 1 Lcr_ exTEWD To TWO FOLE SWITCH; AFL EX�A1IST GMI Ei I _y/ / --------b CONDUIT ELLED UP o 3 SIGN LIGHT MOUNTING METHOD - - F— - —- - - CONDUIr ELLED nOWN G NOT TO SCALE / FLOOR POWER RECEPTACLE TELCPHONE AND INTERCOM, USE HUBBELL BOX B-4233 WITH S-3825 POWER GROUND, S-2429 FOR PHONE AND INTERCOM. TWO- • f ,� O 29.41. ►JAL 'O GANG BOX WITH DIVIDERS G, IFS U 3o Pd.1El E' T GROuNU MIRE O r r ® IZGGESSED H I. p D(nwF.lL14HT 3. 9, c C ...... \-CEILING/ROOF S'r-RIJC.TURE E-1315 LIGHT FIXTURE SCHEDULE `E� \ CLOSED EYE BOLT I -- -- -- — --- 5' HOO K I MANUFACTURER CATALOG NUMBER LAMPS REMARKS .), JACK GRAINI -- ----------__ -♦ �� 'A' LITHONIA 0296 2-F96T12 CW PENDANT MOUNT I II 'B' LITHONIA C248 2-F48T12 CW PENDANT MOUNT EI3, G I 'C' WESTINGHOUSE SG-4424 TOP A 4-F4 OT]2 CW RECESSED —T 'D' PRESCOLITE 3085 2-F40T12 CW WALL MOUNT, 3" ABOVE MIRROR _ r TYPE f; LIGGHT , IXTUIEE I I A _ w i E LITHONIA C196 1-F96T12 CW SURFACE MOUNT0 i - - U-'I $ 0, u- �q,,G 'F' LITHONIA LB 240 2-F40T12 CW SURFACE MOUNT PR_c,VIDE ONE PORCELAIN KEY LE5S LA-P NOL.DER SIMILA2 TD EA&LE I 'G' LITHONIA Alf I/b,- At, 100 WATT HFS �,jLr_L_ m(PO4 AND UNE 100 kA7T A LAMP I 'H' SYLVANIA AK3P-70IIPS- 120-PC 70 WATT HPS WALL BRACKET 'K' LIIHONIA S140RS __ I II 1-F40f12 CW UNDER CABINET IN PHARMACY. `+• 4 TYPE 'A' LIGHT FIXTURE �- �, E I TUBE GUARD. — --- J "�--�,,,,I I I q 500 T3 MOUNTING METHOD 'L' HUBBELL L 505� � I Q SIGN ON CANOPY, AIM AS }- - NOT TO SCALE DIRECTED.- \ ' EM' PRESCOLITE 73132 F6T5CW BACK MOUNT AND CANOPY DATE / — NO Y MOUNT. 1 MEZZANINE FLOOR PLAN — LIGHTING 2�I�1� TV \, / DIRECTIONAL ARROWS. =Eg 2�� 1103 Acz, 1p+ f 5IrF \ ,� SCALE PROD. N0. G10ILINl,�SP,clC.E I - 'X' PHOENIX OL-300-D60-2 1-120 WATT R40 WALL MOUNT; FURNISHED BY I/a' • 11-0 1A61 BI-MART. 1NSTALLED BY -- — CHECKED CONTRACTOR. DRAM STM Ieum 5. ARMACY /RESTROOM Y' LITHONIA C24C 2-F40T12 C'rI SHEET NO ° LIGHTING/ POWER/ SIGNAL- 1ST FLOORE3 L —� 1114'1`-0' Z148144 OF T A III III III III III III VIII I III III III III III Ill III III III III III III ill III III I I III III III I�jI III III III ILtII I I I II�III III I�:. II111JI M I III III IIIIIII III III VIII I NOTE: IF THIS MICROFILMED I I I I I I ( I I I J C DRAWING IS LESS CLEAR THAN -- _ 1 ___ ___ THIS NOTICE, IT IS DUE TO _ THE QUALITY OF THF ORIGINAL �. Z T. 9 f, illi T. L Ti lTs ti 8t ( ( [ j t [ I I t l DPAWINO. � � Illll.11llllll►►IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIIII!IIIIIIII II►IIIIIIIIIIIIIII IIIIIII►I II►IIIIII IIIIIIIII illl�llll,��!!II► ILII IIIII!�'�lill I4lllllfi III►II�►I I►„IIIiI IIIIIIIII IIIIIIIII IIIIIIIII �'I��I'!' ►1►I:► IIIIII►IIIIiI►lilll IIII�IIII►II IIIIIIIII IIIIIIIII IIIIIIIII y JUNE 1 , 1990 i i 'I L PANEL VOLTAGE PANEL EMcRG�EbJC:Y Cq�1.lEFATOR �NI> ITtf�NSFER _____7LUSH ❑ M L.O. _ oro-EL-EcrRIL cEELl - - P �WITcH SUPrI_I�D 6Y ol�Nr_rz �_ A 120. 208 LOCATION 100 A lboo v., 12vOLT, L-ocA-rE. INSTALLED aY C:GNTFZp.�;fZ�R. STOCK MAIN BRKR FA,uEL. R_OCM SURFACE � 225 A p►-1 RDO F AND FACE NO R.TN NI�.T'UfzAL C,►4s E IJ41 til E, IS k 1-1, 12 o/Z40 3 �-4-w A 400 A roLT, 1 POSE. roNNECT C_0tjPLETE. I I F' I -- - - BCI I --- -- - -- - - i_.-G A 'HTIN_ L-l4 �nNTACT�R C A PHASE PHASE A C b1z E ° (zEQ U RED I ,f I ITEM/LOAD M P M P ITEM/LOAD I - R P_ A d C A d C p F �i L-SALE�'- - � - - -- D Y WITH IGSf�RIF Il��1�1RN�D --�� __-- -- 4 R�eW-VE \ GG1Kc UI1S Fop, Ex-MFkiAR v, _ -� T-- � `� �UG NTING PJ�1D S161P!�=• z 0 uj �F'AF.IEL PANEL PANEL PANEL PaNt:L r: O, G, E ` 1 9 17 19 5A12 rL ' 23 - -_ -- _ - ---- �I D,2PA�L�L__F- -- - _ 27 29 ACE - _.. _ I �- T ds}Gu✓GRD. d SET Gr g"n i`_,0C L4 1 LU. CAKL), IN " G. - - - - �-�F" UNDERG�F;e,U��ND PVG GONDtlITS• (,5 006 AIC- M N• FZATE G o G'21.2b. �✓ - -_ { P(zUVIDE �}-.`CXi I"iCM CU. IN Ej+:H \ 4 1 _ �t G GTD1fC,S I ARE Wr DSUr L E I> ��Ip KE TYrI�AE - - - EL_EGTt�IGAL. SPEGIFIC_- PHASE A PHASE B PHASE C TOTAL WATTS TOTAL A14PS MY LITILIT'( Gr MPANY. TErv-11rA-rE I - - - -- ---- -- -� �" ---1 0 \ - -- --- pS {�IREGTED LY I-4TILIT`( ---__------ --- 102.84 10112 1v�Z 31030- _-- � C�MF'ANY. PROVIDE TREN<-HIN(4 LEGEND_ _ _ _ I REMARKS: I - _ APl D bAG K F I L L A� RF1�L1 I F�E D �r x-.,A �Gr�� .t1�0 A l t- L LIGHTS HL0 HANDLE LOCK ON � ) �� ) �F_ J 2bc� ) [ti� .�rrP ;t E LI R RECEPTACLES GFI GROUND FAULT 1 1 1 P 1 E 1 I 8338 S SHUNT TRIP INTERRUPTOR METER Sor K-ET PER F'O EK-� E4 Gt< LT K � G 2?>h - _ ---------- —- -—- -- - -_ v t K PIEoTER- PA IF VOLTAGE PANEL -- - Uq ST I 6`c' AT �~ FLUSH ❑ M.L.O. c_Ts CATIt�' 2oV, Kh1 g 12,0/Zog LOCATION 100 A I MAIN ,DISTFtItS(ITIOr4 PANEL (t-Ie��) 3/o �,u �I�yND Cl�PIG�IGTrJ� 5TOC.K MAIN BRKR. • 225 A I G,gCY'c AIL "I N- R^TED, 5EE f wNkr_ TO -SulL_GINh bTEEL SURFACE NGoMINFa 5E2S/IGE I/9C ELEC-TKIG.AL L:F EG Ir-IC.ATI�N::,. 3B-♦ W ROOM SURFACE ISI _- --A 400 A �F,0M uTILITY CO. � 1 - dd Cil-iKFtEI'1T TRA,N�F!.JFZt•'ll=R SRU'-IND ROD AN►> GU�G a A -. 600 A C TK "5F WO 4f "o N I N (__ _ ____� C��BINET. hIEATNERP1cODF = IrJAT E R F'I PE . PHASE PHASE VERIFY C.AEBINET SIZE M 25. R _ ITEM/LOAD F P A B C A B C p P ITEM/LOAD F 1.,JITH Pob.LEK �. Zin -J-qazz, K RM 11100-.- 1 tom - LF. 1� 4 W N N N M, — _`54t_ B ' 2 ONE—LINE RISER DIAGRAM =� M 11 L-OFF_IG� 1 120/208V, 3 PHASE, 4 WIRE o 8 L-ExTr- s`�" ° LOAD SUMMARY J z .\ 1 - xT FRioR_ ISG n 1000 - --- I. L.- x R loa FI: 7_0 t L.-STMK oor1_ INTERIOR LIGHTING 74.9 KW \� 21 ARE- 10 EXTERIOR LIGHTING 5.3 KW o, L-I:xTEIRIOR�K - 1 _ �22 _ . _ ` 1 RECEPTACLES AND MISC. 30.9 KW F 14u .l'1• HVAC 1.42. KW � O 7 _ _ _ WATER HEATER 5.5 KW J W w ��• 29 - - - - 3' GENERATOR BLOCK HEATER 1.5 KW W o C, rvl - - - 1310 208 3 , (�HGG� -- - c 4 35 - TOTAL CONNECTED LOAD 280.2 KW 37 1 AG - - I a J 4 - 4, I = 2F0.1 KW @ 208Y/120 VOLTS, 30, 4W = '77g AMPS a _ 1 - -- - - - - - - 4 Lj PHASE A PHASE B PHASE C TOTAI. WATTS TOTAL AMPS INTERIOR LIGHTING = 74900 WATTi - 34700 SQ. FT. = 2.1 � _-_ - 25• 9652 8230 8402 2G 234--- 72.9LLI •-.- WATTS/SQ. FT. Z - --- L.EGEND _ REMARKS: L LIGHTS HLO HANDLE LOCK ON - - R RECEPTACLES GFI GROUND FAULT S SHUNT TRIP INIERRUPTOR --- NOTES THS" SHEET Y / 13 - FLUSH ❑ M.L.O. ® _- E 120 2OB LOCATION 1 PROVIDE 4'x8'x3 'g" AC PLYWOOD WITH TWO COATS GRAY ENAMEL PAINT. r" PANEL VOLTAGE PANEL f00aa PANEL VOLTAGE PANEL O ❑ '� i T `' I � r @�$ c 120 20 LOCATION / b�A n i � FLUSH � T M. �- 5TOCK MAIN BRKR. , _.-- 100 A 20 DOWN TO SWITCH IN PFSTROOM ON FIRST FLOOR. REFER TO SHEET E1 . rn 221 a - PHARMACY MAIN 9FIKR. zPS A 0) 50 4 W ROOM SURFACE ® SURFACE ❑ A 600 A 1 _3 W - _I� __A 400 A 30 CONNECTION FOR TIPi% (LUCK. COORDINATE DEVICE MOUNTING HEIGHT WITH __L .__- _� 600 A EQUIPMENT SUPPLIER. LRI A PHASE PHASE A I Cl C A PHASE PHASE A C ITEM/LOAD 4 P M P ITFM/LOAD I I ITEM/LOAD M P M P ITEM/LUD I ® CONNECTION FOR CONVEYER wNTROL. COORDINATE WITH EQUIPMENT P A B C A B C p _ R R _ _ p A B A f3 p R SUPPLIER PRIOR fU ROUGH-IN. - 00 3 00 -- PAS----_ 4 L7M$=I 5•TC�K_ M. __ 1g22 ! L-^LE1- 74EL SS FL.0 4 O5 CONNECTION FOR VENDING MACHINE, +48" ABOVE FINISHED FLOOR. 2I. 5 - - - - 3000 Bim_SToGK Roots 5 21<L T MI Al.-- L-SALES F�.Oc7c3 EYOR 1 -SToC.K Rood g T _TERMIN- �QD L- P M E CONNECTION FOR REFRIGERATOR, +48" ABOVE FINISHED FLOUR. -LDADIN DOC 9FIRE ALA ��'� 11 - _ - - ' °v t 100 - 2 0 _ R- LOA INCA 1c 1! i� _ 00 O 1000 WO DCT I( O 1 R-STOCK RaOr zo 1 R- L S M 1 ACS I 75 SPARE Q7 CONNECTION FOR MICROWAVE: OVEN. MOUNT RECEPTACLE +3" ABOVE COUNTER 1 R- TOCK ROOM n -^ _1 R- MPUTER vo ___1coo R- o,R�LppR puGY BACKSPLASH. IF NO BACKSPLASH, MOUNT RECEPTACLE +3" ABOVE COUNTER- 17 SP - w 1 -GASH-� 200 - PAR _ 11 TOP. -_... . -_ 11 IZ A p.►JI - 'L -LINOERFLOoe oucT - - _ C __ _ T ® CONNECTION FOR COFFEE MAKER. MOUNT RECEPTACLE +3" ABOVE COUNTER 23 - I _ _ 23 __ _ -_- 2: BACKSPLASH. iF NO BACKSPLASH, MOUNT RECEPTACLE +3" ABOVE 000NTER- -- rLl, _ _ 2 ----- I 300 COOL.F�I�_ - 2 2E TOP. 27, 29 -� -_ - a'G,r }IE.1T R 27 -P G C'�� - 29 - - -.-- - U9 STUB ALL COMPUTER CONDUITS INTO CEILING SPACE ABOVE THIS ROOM AND 1 _ _ _ s uMP CI�r t1- 3� 1 - ------- .. 3, LABEL CONDUIT: "COMPUTER." - -- C" 35 _ - - _ 3E 35 . 10 ELECTRICAL CONNECTION FOR MECHANICAL EQUIPMENT. COORDINATE u 3 5U ? U P - _ �� ' M 4 - -- 4 CONNECTION WITH MECHANICAL. CONTRACTOR PRIOR TO ROUGH-IN. ` 4 -- - - - - - 4f I; 2 PHASE A PHASE B PHASE C TOTAL WATTS TOTAL AMPS PHASE A PHASE E TOTAL WATTS TOTAL AMPS 11 INSTALL CONDUIT DOWN TO DETECTOR IN FIRST FLOOR STOCKROOM. 32700 q� 4620 _ --- F - -- -- - -- - - - - --- - -- - � - - -- __ .._.-_ _ _ P 1 A D STALL E EC RIC WA HEATER BUIL'-IN THERMOSTAT, 13ce 1�° Co5 g 1 ROV DE N IN l T L R WITH BU LEGEND REMARKS: I LEGEND REMARKS: 208 VOLT, 1 PHASE, 1800 WATTS. CADET FX 242 SF611ES OR APPROVED 120 v, 1/uHp 10 L LIGHTS HLO HANDLE LOCK ON I L LIGHTS I HLO HANDLE LOCK ON ------ SUBSTITUTION. 14 R RECEPTACLES GFI GROUND FAULT R RECEPTACLES GFI GROUND FAULT 13 LOCATE DUPLEX ON RCCF DEAR MECHANICAL EQUIPMENT FOR MAINTENANCE. S SHUNT TRIP INTERRUPTOR S SHUNT TRIP INTERRUPTOR EF 2 I� 14 SEE NOTE 22, SHEET F.2, 0R BREAKER SIZE TO BE USED FOR EACH ZONE. SEE ZONE MAP BELOW. 120✓. 1 gpNP PANEL VOLTAGE PANEL PANEL VOLTAGE PANEL X S E_ p 1120;Mpg LOCATION � FLUSH M, � Du A ---_ FH RMACY II ' MAIN BRKR. �00 A F 120/LDS LOCATION FLUSH ❑ M.L .O. F_22,24,2L, SURFACE t_J `29 A --- - --- MEZZANINJI- MAIN BRKR. 120 A D + w __- A 400 A 3 5TOGK ROOM SURF ACE ® 225 A L00 A __D 4 W _ A 400 A 0� C --- -- ----- a PHASE _ PHASE �A - C C -------- --- - A PHASE — PHASE` A ----- _j_6_00_A T. �J1 I ITEM/LOAD M P - 0 M P 'TEM/LOAD I I ITEM/LOAD M P - M P I L R p A B C A B l p TEM/LOAD 26. to -- -- - - A R A 8= A B C 1 eogv.,3� 32H��. �� I - '-� - -- - �- -fie A�=T-._--. - -_ -- - 4 _ 5 _ 0 30 1 v �( t (�C-H I N B - Soo 2A -GOF:FK _ B i II 9 7 O -F'IIGI��I^vim. . 11 9 11 2s ____ - RC F RIFs.--- 1' - - - , -- - - - ... 1 --- --ff750 1�►�!?•146ahl. AC.-3-- 15 C- _ _ - - --- - - 1J -- S ��- -- E 17 _-- - 2A 2 ASL._F1�SgR_ ( f. - ---- ------ - _ _ 21- S�P �-- -- E ASTORIA --WALL MrJL-INT �PEAIcER - - c aka - - 2i.' tje)LINT AT 'f�� TYPIGAtr (000 13 20 I L-_pmAfkNJI!tC-Y -KOOf _ _ - ---`— - U-20.22. of F Llk . A R HEAT_ 30 2 -QEF �__. .. I s - ---- ZONE 2 2' : _ - 17 IO A7 27 _ - PIAL E _ Q� _ 29 -1tE47RooM9 ft0 - L� ( 29 - -- - - -""` - - - K O PORTLAND O PENDLETON 12JM - 1'sF � I� 1 R- hIAjL_MAC1+ �O I IDOO --- _ -i 3 DLI{�S_N +,TEIi 3i 3� - - %. 35 _ _ - - - -- _ _-- - - _ L I N COL N O O S� EM O BAKER TEUEPH�NE -EKM '30ARD - --- 31 35 � _ _ -- _ T 1 7. -- --- 4( L E NEWPORT O ALBANY -41 — —_— ---1 a 4 _ — ZONE 1 ¢ PHASE A PHASE B PHASE C TOTAL WATTS TOTAL AMPS I PHASE N PHASE B PHASE C TOTAL WATTS TOTAL AMPS _ _ I 1 9753 ��142 Z7b18 78 -- G5�e�3 GGI�`1 1,b�853 Ig2�'175 - �j3Co� O EUGENE O BEND ca LEGEND REMARKS: � LEGENDGHTS HLO HANDLE LOCK ON REMARKS: ZONE 3 ONTARIO l. LIGHTS HLO HANDLE LOCK ON R RECEPTACLES GFI GROUND FAULT R RECEPTACLES GFI GROUND FAULT COOS BAY O ROSEBURG S SHUNT TRIP INTERRUPTOR (-S SHUNT TRIP INTERRUPTUR GRANTS O MEDFORD PASS O O KLAMATH FALLS L_ !— D n TF 1 MEZZANINE FLOOR PLAN — POWER AND SIGNAL 1/8' - V-0, I ,� A SCALE PROJ. N0. • NO SCALE ' IY' ve' • r-o wI DRAWN CHECKED JTd I�� SHEET NO c E4 c Z-1 d 81 AA OF _ ,:.•,r�! ?� ;, . ._ _._ .. _. ,+._..._� -�' �>zX�M **.+MIWt.o>�ltg1>r`+`'. ...,,'Jn�Ey►'1 .,....,,..,.. ... . . NUTT . � �. t I „►tea .r� -~'�`�'y7t.. .'..'.."..n ------- - - - � IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII'IIIIIIIIIIIIIIIIIItlllllllllllllllllllllIII ( IIIIIIIIIIIIIIIII _I s s_� s s �.�.1.J s � 6 �..� i u ids iii iIi iii DRAW I I F THIS MICROFILMED ----Gl--I- � I 41--I --�� I �- - -- I 1-1-�I-17 DRAW IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO _ DRAMIOAL TTY OF THE ORIGINAL £ Z Z L Z Z S Z ZL Z Z I T. 18 T lI L1l 1�1 I [ T I t t t 8 1i Z Y ► £ Z t M iiii�iiii�iiili►►iiW. : ,!aiili��l ►iiil �I�liiis iiiih►H�i,i►I�III ��,I�� i��iliiss sisthisi ssssliiii isisliist ssishrs susls!i�siuhus iudllss iiiiluu ii►iliiii�iiiilisu suilisis JUNE j ' , 1990 ...,....» nr+r surer- s:';.aw4 Yf6+• - .-.�. � - `-•..o w. ,•. .. r r r E A F11m TIGARD OWNER 131 - MART CO. INC. PO BOX 2 310 V EUGENE , OREGON 503 344. 0681 CONSULTING ENGINEERS VAN DOMELEN / LOOIJENGA / McGARRIGLE / KNAUF 3393 SW KELLY AVE PORTLAND, OREGON 503 222.4454 ELECTRICAL / MECHANICAL ENGINEERING INTERFACE • 6542 SE LAKE RD SCHEDULE OF DRAWINGS f O G-1 SITE PLAN MI LWAUKE, OREGON 503 659. 6394 A-1 FLOOR PLAN A--2 MEZZAN!NE AND ENLARGED PLANS A--3 FLOOR PLAN WI'T'H RACKS A-4 ROOF PLAN AND DETAILS A-5 ELEVATIONS A-6 INTERIOR ELEVATIONS A- 7 WALL SECTIONS A-8 MISCELLANEOUS DETAILS A y SPECIFICATIONS � OI S-1 FOUNDATION PLAA FOUNDATION S-3 ROOF FRAMING LrPLANJ S-4 MEZZANINE FRMIING PLAN AND DETAILS ! M-1 MAIN FLOOR HV.AG 475 M 3 PLUMBING ANN, HVACAG DSP EC'IIF ICATiONS P -1 MAIN FLOOR PLUMBING PLAN 1 P--2 MEZZANINE PLIJI40ING PLAN AND DETAILS P- 3 SPRTNKLFR PLAN E-1 MAIN FLOOR LIGHTING E-2 MAIN FIrOOR POWER AND SIGNAL SPECIFICATIONS E-3 MEZZANINE LIGHTING E-4 MEZZANINE POWER AND SIGNAL SCHEDULES AND RISER DIAGRAMS je 'L�,y"Ih1!'1P'wr,' .,",ws,'i. ,1 n:?'h+rk. n,rr..,, nr.•.; -.... rayv wx.,,., r ..,�:ci0nyrd7KTCM.. u+nr,w, f�:,:.,wp+l++wllw,� alp °1�'^'^`•, • rIr III II III IIr rIr �I III II III II1 III 1I1 III III 1Ir III rll III SII III III III rIl III III III III III III III III 1Ir Jill Ir rll IIr IIIIIIr rIl IIr III rIr III IIr IIS rIr Aril I •. I I I .#I I I n l II I I I I I i I I I I I I I I I I I I I I I I I I I I I I I I I I I 11 NOTE: IF 1r.IS MICROFILMED I `� 4 FJ fi 7 8 g IIS I I 12 DRAWING IS LESS CLEAR 114AN ---�' THIS NOTICE, If IS DUE TO I THE QUALITY OF THE ORIGINAL DRAWING. --- ---- -- ------_— -�� — OE 6Z BZ [Z 92 SZ OZ CZ ZZ 1L OZ BI 81 LI 91 5i bl EI ZI 11 01 d I9.- cL --,-•9 SI••..' b e z 1��■« nllnnhulluif III III II ulna{NNlunll►IIIIIIIIIIIIIIIIIIIIIIIIIuJIUIIpIt}tINIIIIIIIUII IIIIIIiIIIIIIJI1111IIIIlIIIIlIII11IIIIlIIIM�IIIlI111►I1111I1ttIIIIIlIII11I1111INIlIiIIIIIIIIIIIl�1111IIIWIIUIWl1111u111tI11111U11�1llIlIlIIIWIIIIIIIlIIL1;1lIIIIII1111IIulIIWIl111 MAY 22 , 199Q . a VARIES See site plan LANDSCAPE � { DRIVE ; N AREA PARKING - - RADIUS (Typical ) a^ '� • Cr 4I 0 i~�1 s --J ' - 1 w 4" COMPACTED d Ga' + WHEELSTOP See site . 6 , GRAVEL _ �4, plan & curb section L61' ASPHALT PAVING & BASE ROCK See site plan for depth 1 Slope all walks 1 4'; I1 min mum away from buildings (u.on.). Fo, walks perpendicular to buildings that do not have minimum slope away slope 1/4" It to one side. 2 Provide neatly tooled control joints at 5'-O'o c 3 Provide expansion lolls at 30'-O'o.c and at walk intersection 0 1 SIDEWALK SECTION z I — 3 �91•JN�c1 l (Il.l (I�� "1'99 h1?C L 1"ILIIIeS �L'�E �Y2A►JIN�jS ,3Y MA�kErKl� ENI�INIEaZINF�,ING, -- raw I�PI-IJE U11LIT1fsj -- _..._ �9 � q C )d t T lo- in X (LLt�lc ��Hl�+t �. / AFI `N. 11 ' It � " — '�• �-�` >t — —�--- — ST '`ter � � Z I — 1 1;2(0 STANDARD — — — _i — — — — — D.��, p,5, 7.�. W N PIPE GUARDRAIL - _ ' ! (Req'd it paving o, - /4 x4rb 2 walk is —c 5-0' front- 1 I Q W I V /2"bPAlla►fboL1Ts h � top of wall & 'g' " -- v ,JALL 6 5"r1AGIE 2'-s'.) 'Ile . ee"h@ I J Z 0 1 Y C..pj. JC r# I!q' _IlCL4F-W wK dk �� Z z J W w ` '–� z W MEC ICAL I -MECHANICAL � � Z � WIT UNIT LU Z 0 �I I I I I _ i 4 fi" CONC. WALL w� f I 'F4 I at 12" o.c. vert. I I F a0 1-,0 X 4 a1 12°o.c horz. f I Q CC w i ` U a 1 2r-10rr II I I I I I I I -- 1_sr d—3!01� v i i I I–I AfZr I I I I } J 611 I i ='�'�L.a, EJ-w= 40.011 (,/ele F•f) j' Y r I 3 11j II a I vi - 3/4x1 1/2 CUNT. KEY i M ' I 1 � 00 � I I i I I I 1 Int__._ I A V I I • - ROOF HATH I I I 3 «q 2 RETAINING WALL 3/4" -1'-0" ADJOINING I I r BUILDING PIECHANICAI_ WIT � MEGHdNIGAI. i jiI i WIT 7 MECHANICAL WIT LJ CENTEIIIIIIIED OVER STAIR+6 BELOW I I ADJOINING 21t•TSI Ie_ G•I• GaATt; I I I I BUILDING (lei Y,2&11) G --1- _ GuLe_ FrfTI1JG Wim( I�I� j I Ta GA vI.M�1�1 G► l{u E I I al d A C �� Ce►•N OI^f � J 1 i 6 10(bo.. ti(L., PLL- i•JE1�ED Gorr, I — ;, 2 e � �T `� �T SIt7El•JA�K yEEly� r-IATLFi � - 5r ahpF+�L-TPH r:?� d 0 TEE , AOJA[.ErJT 7U1(_I7,IJ(�y I►1�IDt: Ol1r ,i6 rr ��jGpF.EN �, GONNg7( ?! ssl•fl� �ITILd1lEy- �, Go C.oNN�GT 7o SI?$ yTlLI-rlEy, I i V ON SITE PLAN _ • g P b APPROVED FOR CONSTRUCTION �I LTE{2 Fa6Rlc CITY OF TIGARD 2 u PERMIT NO. � SITE ADDRESS I BT _ ._TITLE-'_._ —_ DATE: 4 3 PROJECT SUMMARY _ �vEE 2eoiec r 'e foL.Aw V-r 121cHPI;?v allMANN 4 A01,Y. It JURISDICTION 11Y e-,ITEUTIL?Ilea 1�LAW, 3-Ill" crJC1IfrWN(I'INe. "-1p2E JFO• LAND USE ZONE -F- F12E I,IIJE LEGAL DESCRIPTION -4•aN- yn.NITAK� �l-1RIQ - l..I• I,JATE r2 A LAND AREA '-1EGH. [A16II4, =opt '_12Eh ? J 1 Hr5Q BUILDING AREA ? LSO SCR FT L ANDSCAPED AREA PARKING CODE _REVIEW ' BUILDING CODE ?¢jam Lal A/-7 AMEr-k;1l_'9 { THE '%i��"C- .^F vrZe:•j�rJ V n A TE OCCUPANCY fj•2 FEBZ2_, 1988 SCALE PROD. NO. C O N S T R U C T 10 N T Y P E 7Z til • -I Lf-reEP NOTED 1481 ALLOWABLE AREA X26 DRAWN CHECKED JTB AVD SHEET NO ---! V DR1*R*M�lIQI Of _.. ..yr. .. ... —..�__.. yq.., �', . •.Y�11 'y -....yam. �:.:�i.-�.. .... _ >.Y- I. � I I: I. I I I I I I I' ,. .. - <. ,,.,v'.,'N.. ..�.... _..+°i•.. � .%1.yiit... ,+ ;1�i. _ 1 .. - - - '" :. .�II 1111111 111111 V III A�'I1 III 1111111 III 111 111 Ill III ill IItI11tIIIlIIItlllllll1111�I111111tI1111111IIIIIIIIIIIIIt1111111111I1111111IIIII111IIIIIIIIlI�I11111I111111111I1111;1rt11111 '�`'� --- �- .r . NOTE; IF THIS MICROFILMED r..r ( 2 3 4 _______ 5 6 _ 7 8 9 _ 10 I I 12 DRAWING IS LESS CLEAR THAN —'--R THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. --- OE 62 8? LZ 9Z SZ bZ CZ Z? IZ OZ 61 81 LI 91 SI UI EI ZI II 111 6 10 1 9 S b EI Z 1"•"" �nII11it III IIINnhulllnlhwIIHllnIIIII nlnuhullnllhnl�uubullnnlnnlln11111111 halIIMI;IIIUIIuululllnllltitIIIIIIIIIIIIIIIIIIIIIIncl'Intl '111111I1IIl1nuIIIIIl1II1I111I�U11Ill(I�llllllitl>IllWlll�lll�11)1111I1Ill�Illlllllllllllwll111111)111it111I119111it 3OX MAY 22 M J990 26'-3' 21'-2* DOOR AND WINC4.= GICHEDULF. MARK SIZE TYPE NOTES AND DETAILS O X-0 X 1'-0(2 EA) ALUMINUM STOREFRONT z0 ul T 02 HCOLLOWMETAL—SEG jRITYDAR A! A 5;w O 3'-0' x I,-& HOLLOW METAL 01-0 x 101-0 ROLL UFO STEEL HARDWARE A-Fj REQUIRED 05 3'-V' >f 3'-&' (2 EA) ALLrINLV SWING &'-o X *I'-&'FRAME 31-0 x 11-0 60LID WOOD V-1 X 3'-8' STEEL CART DOOR Al DET 01 BUILDING ELEVATION DEEP CONCRETE PAC) A z Z:9--Z; 02 j AF 2'e.- o gAfrs -11111CH z W (N 22..&. u- 0 Tff (\j z A-7 ED W 0 C) LAJ - CL j _3 w 0 w o w Ir, Y-V' CLEAR Q 0 EL z wCONVEYOR z SYSTEM Cq" PIPE MAIL < 6UTWEEN STAIR AND ih ( Y COR oo SEE A C4 ;> ol STORAGE SALES 1111110C111 A4PJ219 �A�o -5'-C' X )--4 THICK CONCRETE PAC) a1 ob ILI MUILOiNG STOCK ROCA1 ELEVATION A4F/Cv&5 fro 0RAP COLUMNS WITH 22 GAGE 4 lo STAINLE66 STEEL INSULATE PLUMBING WALL LOCATE JOINTS OF STAINLESS AND STORAGE ROOMSTEEL AT SIDE Or COLUMN FACING 01MISIWS WALL WITH R-11 THE RA4:" TYP AT ALL COLUMNS ,o INSULATION PACE OF RACK NOTES AND 6YMEWLS DOUBLE 2 X 4 PLUMBING WALL o 2 X 4 WOOD STUD WALL 2 X 6 WOO'-) STUD 11.41-1. 6' C-MU 1,L4LL j PHA IR WIACY AND ATWcoom NOT;E6 nlc AND DIMENSIONS FINISH SCHEDULE SEE SWEET A-2 ADJACENT BUILVINr-, (GROCERY &TOFS-0 ROOM NAME r-LC)OR FIN1614 A 4 G K GJ A - E,'"061EP CONCRETE SLAIS II IB - CAIIIIII�-=I" C - SWEET VINYL '11� D - VINYL COMPOSITION TILE E - PLYWOOD (a A 7-7-7�. . . . . . . . . . . . . . . . . BASE OL (D 4 - 4' fZUr45ER BASE 6 - ro' RUDDER 13AW / �6- 0 - SPECIAL ,SEE NOTES) A WALLS F - EXPOSED CONCRETE ANP PAINT 13'-6 14'-V' y-4. T-1. a - GYPSUM BOARD AND FAINT No. Mie OF FADRIC H - SPECIAL (SEE !-TOTES) A 2'-2- C,ANOP- ABOVE x - EXISTING TO REMAIN CEILING J - FXPOSED ROOF STRUCTURE DATE r:LE-,/AvoN K - SUbrmENDEDACCUOTICAL - TEE 15AIR L - GYPSUM BOARD AND PAINT ON 2X 6 J016TO AT 16' O.C.WITH 5SCALE PROJ, NO. FLOOR PLAN PLYA)OOD 614EATHING FLOOR ASO 1461 M - SPECIAL (SEE NOTES) CEILM W--!CWT DrIAP-N CHECK.D JT9 F&M !pHi:ET NO 106 - 101-61 (ETC) X - ExIOT:ws TO REMAIN A Z1481AA OF T MAP" MAN' 'W' 11 Jill III I I III WTE; IFTHI� MICROFKMED -----mss IS LESS CLEAR THAN THIS 140TICE, IT IS DUE TO THE QJALITY OF TA ORIGINAL DRAW I AG. ot 62 92 1? 92 S2 111012 E2 2? 12 02 61 81 1.1 91 CA 1 *1 el ?I I I o 6 9 1 9 9 c Z l!"flow I�AY 22 119 1 90 ayK 1 -i 3/4' STOCK ROOI"i6 OF COLO" FACE C#: STUDo 42' HIGH PART TION WALL —' WITH I k b CLEAR FIR CAP"DED SMOOTH INSULATE STOCK ROOM DEMISING ----- -- I g 8 WALL AND PLUMBING INSULATION WALLWITHz Z 0 OPE AI'PROVEG ROOFS ACCE - -"- -_I2'-1 1/4' d'-4 3/4' - ROOF W'.TCH ALADDER AND w ROOF H�TGH ABOVE aw I R-11 INSULATION AT THIS WALL I \ - e--- — / - MEN EXIT SIGN Fp. - C G K 6 ABOVE DOOR I G a FLOOR DRAINS SET DOWN - -- --------� Fp. V-0' LONG X 36' HIGH 3/0' AND SLOPE FLOOR DOWN FOR 2'-D' ALL AROUND / BABE CABINET WITH \ STAINLESS STEEL SINK CENTER O Ak 1 1110 N A �. Q / UT I L I T'�r RCC1 f — " - - --- -- ? ' b \ C¢ srKO / n C4FIG K6 , %S 00 t e r STOCK ROOM - ----- PROVI,iE R-11 INSULATION e+ IN THIS W'`-LL FROM GRIDLINE p-F/GJ- JANITORS CLOSET WITH b ♦ A' TO 1'-G' BEYOND GRID GALLON SUSPENDED WATER r \ \ 6 ELECTRICAL PANEL 5 B' HEATER AND 2'-C' )< 2'-0' f I I e cv FIDCKaLA"SERVICE 61W U I N 11 fill fill 11M - LLL OOWN .. Z o STEP -- ------ Z z 42' NIGH PARTITION �-�j W W O Ei RETURN AIR C+ © WALL - SEE DETAIL U �, v LLJ w 0 0 ;+ DUCT 1 I �"'� LJ J A ® 4'-SI/2' 3'-5' 12'-51/2' FACE OF v NALLLUAI' �' e W z o 'v S t� C4F/GK8 -- 1 -- 0 ` � W OFF I cr,E x-- 1 o T C 4 G K 8 9 tr -- -- ---42' HIGH GUARDRAIL RAILING D'-2 3/4' v _� J! (QItI F O WITH 1 X 4 SANDED FIR CAP \s n n Z v 9� FURR OUT WALL WITH 2 X 4 FLAT '�-- C WAR LINE 4� 0'-S I/1' �Q LL v _ AT I'-4. ON CENTER AND R-11 Q -- ] z INSULATION DOWN - __ t _ , z PARTITION W4LL WITH RAILING 6 7 1OLNTED Ot. TOP. TOP OF RAILING TO BE 34' ABOVE STAIR NOSING. SEE Q� e I a SUPPLY DUCTS TO FLOOR J ;11 h -__ CONVEYOR 1'O BE SUPPLIED REGISTERS AT FLOOR ABOVE // Q a Y 4 A� BY BI-MART I OFFICE — �v - a 3 II --- PT TAR1"1AGY r C 4 G K 8Ll I 0 M C4GKIS M NOTE, PHARMACY FLOOR 16 RAISED 0'-6' I 9 9 11/2' HANDRAIL `- -- --- Q C 4 G K 8 X INTERIOR LA :040 ELEVATION TO MATCH EXTE)'•I OR SIDEWALK I I p A K GRADE. INCREA�NL"MR OF Y RISER6 AND TREADS AS REQ'D in V77,777777777, /� ill S/d777 ' GYPBCJARD FURRING APPLIED DIRECTLY TO I � SURFACE OF WALL. I I �-FURRING ` LIMITS ij ---- - ---� -.- I 1 71'-0' 1 I I I PwARMAcY ANo i�sTROOM t-1LA1�1 1/4' - 1'-0' AZ I/4' ■ I' (d' I 1 I I LEGEND D V J 4'-0' L.T 2 X 4 STUD WALL I 2 ---� �c-- 2 X 6 gTUD WALL ul DOOR IS FLUSH DOUBLE 2 X 6 STUD PLUMBING WALL I I 1 0 9 `, WITH EXTERIOR 1 5/0' THICK MASONRY WALL f ' ; I - FINISH SCHEDULE �- z 0-1-T OREFI?ONT N4 LLOW METAL OLLOW METAL �NA ' I I!4' . I'-®' ' / 1/4' 1'-9' 2 I/4' . I'-m' t'LOOR r-NI -- _-- - A 4 G K 5" - ---- / ( \\ // A - EXPOSED CONCRETE SLAB �OLIV Go2� ,.ice 1/4' . I'-0' B - CARPET I NYL D - NEL GIOr1POSITION TILE ' lu I 1 .._ E - PLYWOOD Z ---- ♦ 1_I Y. Iso, 6'-m' �•- I 4 - 4' RUBBER BASE a 6 - 6' RUBBER E N K� @ - SPECIAL (SEE NOTES) y — — _--- — WALLS POOR �� WM�� S� D�.E -_�� F - EXPOSED CONCRETE AND T 1 t 1 1 G - uYF'Sll"'I BOARD AND PAINT µ.� MARK SIRE TYPE NUTE6 AND DETAILS H - SPEC AL (SEE NOTES) X - EXISTING TO REMAIN i MEZZANINEPLAN �� V-0 X 1'-0(2 EA) ALUMINUM STOREFRONT - - ' CEILM 3'-0' X 1'-0' (2 EA) HOLLOW METAL SECURITY bA�AT _ � iJ - WSPE D ROOF USTICAL - DATE--`_ K - SUSPENDED ACOUSTICAL - TEE BAR // r!'f}j 22, I`I!�g ARD AND PAINT U V-0' X 1'-0' HOLLOW METAL EEE ._ 4`�--- - L - GJCIISSTS ATT116' O.C. WITH 5/8'ON 2 X b -- SCALE PROJ. N0. - -_-- -- -- ---- - PLYWOOD SHEATHING FLOOR ABOVE. I/6' P-0 1481 O 8'-0 X 10'-0 ROLL UP STEEL HARDWARE AS REQUIRED ----- u - ---- ---- M - SPECIAL (SEE NO'fE8) DRAWN CHECKED V 3'-0' X3'-6' (29A) ALUM1NLII SWING 6'-0 X b'-e' Ff�AME GEILMG bEIGN7 --- --- ---� JTB ttau,r Q V-0 x 1'-0 SOLID WOOD STEEL (ROLL-UP DOOR /\�-[_►M . � I,J1N� ' - ,-m. -- 9 - /� _ l:, L.�. 106 - 10'-b' (ETC) SHEET NO O 3_1"x 3'-0' STEEL CARL DOOR AT DETAIL A, 1/4' . 1' I/4' . 1' x - EXIStI1VG TO REMAIN A - 2 D:BIMART/MI-4PLAN Z14BIAA OF I I 0 1 ..,,.. - .. � ,. '1 1 1 I III If(I 1 1 1(I I III I I III 1 1 1 1 1 1 1 1 1 111 I I I 11 I I III I I I I I 1 1 1 1 1 1 1 III 1 1 1 1 1 1 1 1 1 � I l l i l I t t l l I I I I I 1 1 11 t i l l 1 1 1 1 I I I 1 1 1 1 1 1 1 11 I •' '� . �T-._ 11111 ( 11 I I ► III ` IIIIIIIIIIII I1IIIiI1 ( 1111 IIIII 1 ( 11 I 1111 III 111 NOTE: IF THIS M ICROr 1 LMED 2 `� 4 5 6 Jib -- 1 I ----- 2 DRAWING 1S LESS CLEAR THAN THIS NOTICE, IT 15 DUE TO TILE QUALITY OF THE ORIGINAL DRAWING' of 62 92 tZ 92 S2 bZ EZ 22 IZ o? 61 131 LI 91 sI -'•--O'1 EI ;I II 01 • 1 t I9-...''' I,-..1 b flr.. 2 1011' � �ntIIuIINHInnIHul1lttluullnt{m►IInd1111I11U{Ii11I11111n11I1u111U1,t111I)IIIIIHIIIIIII�•ISlI11I11lIIIII)Illiilll(IIIIIII11tIIN1iINt!(i�Hf1It111I1111I11tII1111I1f11II111III11I111�1111IlIpIIlI11111111111�11iIWuulLWl1111111IWIlllllill6uullllNIN11IlUlIIWIIIN MAY 2211990 � � j OX-0- ...................... 28 � 26'-3' 21'-2 z 0 ul 5; cr � I � I I to II'26 in tz 7 5. —7 0 D PROLE _J —A L J I - T Lrl go - - - } 4V U- C) J) I I � z L L—LI _1 cy) o' z 0 W W LL' J _j w z 0 w Z X-01 CLEAK too 0 lo 10 0 lo < win SYSTEM I —CONVEYOR LL z 5 Y. lo L STORAGE 55 4 -12 41 _ 63 41 .1 63 41 11 so 41 5! 41 52 1 44 1 58 41 (00 41 60 44 615 cn lo Ln 1 1 1 r -i r r -i r r r 6#LE6 ROAM L L J L _j L J J J L _j L_ _j L -1 J L J L J LJ lo gn lo STOCK ROOM oo ol UAltAP COLUMNS WITH 22 GAGE STAINLESS,STEEL 4'-0' WIC*4. oor C- I I CT I — 1 LOCATE JOINTS OF STAINLESS ooSTEEL AT SIDE OF COLUMN FACING 10 T�4E RACKS TYP AT ALL COLUMNS I lo lo lo FACE OF MACK NOTES AND SYMBOLS DOUBLE 2 X 4 PLU-"NG WALL oo ol 2 X 4 WOOD STUD WALL 32 5/8 2 X 6 WOOD STUD WALL l0 41 62 41 6'1 1/4 1[ 41 62 41 &S' Il 41 55 41 ±�3 11 1[ 41 1/6 'it 41 63 41. 1[ 41 61 4461 41 '10 11 41 6-13/4 8' CMU WA'.L 12 T I — I I I .. . . . . . . . . . . . 213/4' 2 1,8 3=Z=: "P44ARMACYLi AND W6TWOOM NOTES AND DIMENSIONS lo SEE e"EET A-2 [L ADJACENT BUILDING lo (GROCEW STORE) I----- ----------- in 71 _T_ z 7' 4 2'-2- EDGE OF FABRIC CANOPY ABOVE DATE - -19, F eo�) 22, Z)'z I SCALE PROJ. NO FZACK LAYOUT FLAN tie, - 11-0 1101 1/8 DRAM CHECKED SHEET NO Z1481AA OF WWI RONT' W)TF: IF THI§ MICROFILMED 3 4 10 11 12 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE To THE QUALITY OF THE ORIGINAL DRAWING. oc 61 02 LZ 92 92 02 cz ZZ to or 61 el LI 91 sl bp I c I al I I of 6 I•----'.--.L'- L 9 s 1p c z I .-MAY 22 , 91990 IT L IF L-1 YLL�i 8 -1 so 5 4 3 2 1 ------ --- - I — -- — ---- - -- 20 6�k, "PAN �,yl Gf'r_rJl►��, � � � I rvrz I;�qty � Z I -- I I I G0-012014AT:• IUAGT SEE s �� __.� I 1'OI�. IJO•fEh i i Wlac•IaIJ�'( r�Ar�:�F • i I I — I G u ATOM GuR}3,W c,, l % �=✓OF LLlr�l�J I I I 1 Fng?E+�EI'_5 6"v.c. rX ��` --_ — r. rI2E Cd�rr. TA°E CAULK. �{ AC.-uNrr IL (JA. I N.� �� + � MAN LIF. 's rm� , _ ,— ►- ALLOW 61A0 \, I Cu6tLaM GUrZ►3,iNG ��F I � o I Ta aL-�.oL.J ro�'Er'FsNt -y- h Tod r-vF-or� �c" .: Z. I r E GqL I I I MEGN IGAL -� - \l WIT UNIT / / — • MEu�ANlc.4l. L.EJEL W61 15'T(21 p—f • 1 t 1I10'r Itt 7_n7�1UN� -- -- - - r RAM I N 4 ` I ROOF @ AL. Ii Jt) 2 (Zoog c A&W-JIT CL.IiCI� Z I I I I I I I W N N ROOF HAT C.W — L ^ / � r- �-Of`1T ►�Jh1�L�1� �I)A� DI/ E03 ,y�,�Z,�Io.JJ / 24 `ja �n �� Pte• -- / / I I \/�4, I I I I II,r1,rC�Ot�1CGl�✓�EIS/ W I I I 0 ADJOINING ` - DUILDIhG IM 2 / CL.11'l frizeN-( EJ= E. - i / _J w L" j �- MECHANICAL MECH 'ICAL / L�T`�,�',(.I'}� c-I III Tii It, j ` 20 CoN1: F,.A"itJi -I-AIIJT fo W Z WIT MEL. JIGAL WIT WIT L a G. / I /' pl'��L r1i G7P 14 GOU�r� �I // Z CENTERED OVER ll/ v4 CSA, �1A1. 1 I L F GANoe' F/'<lX-G i w BTAII@3 BELOW e FLo--A ir,*j TQ MATEr..I,�-CON1; — �____ / O c I I I I I I / a �" D Q J M �r.1t7 I;r1, 'fT U� 'f Q F o �ADJOINMG/ % / Q w Ix,l�INC� GHU WALL. - - - Z - - - � — - - - - - - - - 1- — - - - - — - - - - - PIZe-�WOF 4 01JL pY I\ GM u �JA.LL. I x in GANOP'I' BELOW pn CWOW - 1,-i A\L.J, r-(AC;,Hl�i! ROOF PLAN k00r- WEAT-Erg-r11jH%6-h auA!ZANTFE 69 lee ' �/ TO Ir�1LUUI�G- ALI. FI.,P�il-�INC� v� EV(arEG• $ �EnIETrzA1 rorJ�• Z• ;�ohF HA f6H To i3E 6,40W UrZ�i,INC. 41* �-7Gu'f-rL.e WTWO-ryecE C-W,46 Ati Al' -1EGH uwrrt�. �.AT !�It�E/SENT �ENETrIrTIOKAP ,6;71d -Tlj P3UILuC-x ��KTiTE" Ph9E GLA�i�IIIJt�. V J � z DATE FEB z2, 1988 SCALE PROJ. N0, NOTED 1481 -DRAWN CHECKED JTB - AVD SH ET NO 1 � 1 D,AIMdRTM-W�DOF OF ..- d:: x R .._:.,,,p" „ vy,:. ,.:.....z.:w.. ..,.. x�.- �r.:,r, {� ,*V3r,c- r� i- .�,n �, i- - .•Jo--.•... ;n- I • ^11111 FIMµIIIIIrIrIIII��IILIIIIIIIIIIIIIIIIIIIIIIIIIIIlI11�III1I1111111I11ItIIIIIJill III III IIIIIIIII'IIII�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIILIIIIIIIIIIIIIIIIIIII111111111111111 NOTE: IF THIS MICROFILMED ( 2 3 4 5 6 7 8 9 IO I1 12 DRAWING IS LESS CLEAR THAN — ---�` THIS NOTICE, IT IS DUE TO THE QUALITY OF TIE ORIGINAL DRAW INC. ---- �_,--_ —.— --— CIE 62 92 L? 92 SZ b2 re 22 IZ 0? 61 BI LI 91 SI bl EI 71 11 GI 4 -I1----1 -LI. ' 9' S ,rn�nnlnnlnnhGl�nulnnlllulanlHuhn!!Nn11111I1n11n11�111111U1I1111(IIIIIIIIIIIIIII(�jIIIIIIIIIIII!IIIIIIIIIIIInIIIHI;IIIIlI11tIIHIlIl11!IIIHIIInIIIIlIII11IIIIlIIIIIIHIIIIIIIIIII<IIUII1111�111111111lW911111111111111.I1UII111�III�IUIlIl111�1I1lIIIHIIIIUIIIIllIl111 MAY G2 , 1990 . r MINIONS INN. I r U Z G .._►31-M�rrr _fid �N STv Lh-il� + ,,.J/Fl.U4H Jo NTy TEk1Ur D NiSH. 4X40 A ICrrBe1GK 4X 6X /ZH L6K/C9. la+c Cf L6IUA?•1,0r.1 4 Z?YI�� '�'o ✓�G �SOLuI�� L�L1K�i� CAP FI./15H1►JC7 `✓BYLIFIGt� 1.1 fel t'IA�'(. _ T4f /MOM!Q 1 R SPS 1 - F-ALE ray _ L il — p.h. (5-fV, P`Aef GOO l I/�t UsN -lol►I(y 0 '��'�o -- Ua-V FIPIYiII ---7— Ilk, L V � Z It I W " cV NORTH ELEVATION � yj?' j;r-1 Ld 0 <( Z F) cnr z CD �aeF 5 VOf� a ROW-f c eil cic � -• Z� cMv �• AL� p � W J a oh Q U Q J W `Lam^' _ �� ---_` ._ -_ - _ _---_. _ l.— � _' 1• I I (/1 SOUTH ELEVATION GAP _ - -- cGoMr1aN t-JAI.I- AfzEA - - 1 I , EAST ELEVATION yr f�Lr1AWWFACOMV f 4Wk- Z INNNN f- - -— Q m W J � o t� J WEST ELEVATI . m DATE LON r—150 SCALE PROJ NO. 7Tfer J -4f,71 DRAWN CHECKED ")P-1 SHEET N7 A5 mop-- 1111 MR In y s � �111�11�{111 I I II'IIIIA1p1111'111111111111111111111111111I1111111{1111111�111111111111111�1111111{1111111I111111111111111,IIIII<11111111111111111{111111��11111r11I11111111111t111111111 t — NOTE; IF THISS MICROFILMED ► 1 r 4 5 8 7 A 9 _— I I I 2 DRAWING IS LESS CLEAR 1HAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING' OE 62 02 12 92 S2 b2 EZ 22 1 Ot bl 81 _t i- 01 --91 (11 E! 21 1I 01 b -.I9..----..1'.. L 1 9 19 4 -- E 2 1"""' rnllnlhnllnuhurlu nlnulHNlunln►dII11111N11111111N1NU11u111U1111111111111IIII IIIII W11111111111111!11111111111111111111IIIIIIIIIN111111111111N1111 111111111111111111111111111111111111i1111iilIlU111111111ll1�IlllWlllllt{1111111111iI111UlI�Il111WtIll1111H1111111111SI11N 30)( MAY 22 , 1990 _ —^__.,_ r.._._,,..,�„��-.r�.._,.v...r— •-_,�� .• _—_.__....__ r,,��,w,,,...,_ �. __ F . _ .. . .. w' .... ..sem_. 4,,.,,,�p�.,.,.,. —�-�-- Z 0 V) VERIFY PAINT COLORS APPLIED PLAOTIC LE WITH 51-MART VERIFY STYLE A,C COLOR 151-MART IV-4' TOP OF PEGBOARD of COSMETICS HEALTH CARE 60T OF PAINT 5TRIPE AU0f0_-- I VIDEO AD Cc CXA9TC*dEff 89YVWCE _15' T '&--v 50T OF LETTERS 7 -- COT. OF PEGBOARD OUTLINE OF RACKS ci FIN FLR z Plof NT EL E- \/AT N 2A'-0' 13'-4- 14--1►- ll'-2' M. LQ z WN U- 0 e TOP OF: PEGBOARD 8 HOUSEHOLD CLEA1010 HOUSEWARES PHOTO/SOUND SEE FIR04T ELEVATION FOR TyP.ELEVATIONS Z 50T.Or PEGBOARD JJ Lu oo W () z 0 o °� z a_ < z > vi 11'-10 3/4* 4'-4- II'_4' 4'-4' 13'-4- 24'-0' S'-4' 25'-2' W-4. TOP OF: PEGBOARD S=E e LEVATIONnsAUTOMOTNE TOYS PAINT HARDWARE FO" . EVATIC)NOSPOR77NG AND NOTE E) 50T.Or PEGBOARD °O fP,,EAF� ELEI/ATICN 14'-D' 24'-b' 14'-S' 25'-4' Iv-0, 9'-4- 12'-2' E) TOP OF PEGBOARD BEE FRONT ELEVATION PHARMACYCSS INFANT CARE PET SUPPLIES FISHING "TYP ELEVATIONS AND NOTES. DATE ,::EI-!, V. , II SCALE WOL—NO 1/8'=1'-0' 7481 —iRAWN CHECKED SHEAT NO TIG-ELEV OF 3 i ;, I I ►II 1Ii III III III �1 III III III III III III III III 111 III III I Ill III tiIIIIIII Ill I I Ill 1111111 11111111111 Ill Ill I III I11 I 1111111111111 1 Jill II III 1 1111111111 III III III 111 III 11111 il�W"^ I t OAK 3 4 5 6 7 8 9 ilo It 12 NOTE: IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN THIS NOII(T, IT IS DUE To THE QUALITY OF THE ORIGINAL DRAWING. oc 62 ez 12 99 %Z 02 E2 22 12 02 61 81 LI 91 i11t fp I ti al II 01 6 9 L 9 E 7 13falft :30Y MAY 22 11990 GOP- - _ _ . . 1 In z 0 N 5 Lw Q fy � 1 -7 ;✓, ,A'Ih � Vis}",�v N/ �� I�IJ•-i� Nt(AH �vE �� 'y ►a+ » 2t��! �1/ I/2"pl.Y. 11E�filt. 5UF'rPFZ r Gl-ISS FI/ �}f�.IIJC; FtS I A4 a� F MAw1jF. vt,, .2•y11 RIGICi I N sut-A1 ioN � l-A1,4II W-1 NAIL-'(o z a tot' Ft M I►4, 24"G1G. — - IIA_-HIll ��'clt. C .4�-K 2 X141(/ IU5j1I,, o ,— 0 , E K . t� �• 2,�(v }A r1.4.544.To LAP 2 MIu. //� ,l � �� oCT �, - ---{ -i�r�cO vC�7(DII i,1'T,) �'I� I!L�bcl vt` rL.yoov i = --�-— fi N M. 1p0�� C --- po po � I tJ+ 0 M.I I. k1�I.I• u'��'LAP-1tifOf✓I 11 1 N LLI N ✓s, I J�1 N I 0 11" _ --G,�10 "•ti. dol. O Q _ Z,c(p �v?1J1� L �(/ GY(i Z To 61 L r rn z j LU x W V O ZLU Z Ql�- '-D'I ML#I ��FCOc�� STor��) Q p LLJ I � FA�eI� AWNIN4 Q I J } h�_e t Y I�'K_41 ev-I,1T'I& e v-TH"t- 1 I -_ I I' o d- 6 ON V E3!AM pqtr !/IGF. �dfr-t.Ki'�rf,a:: II � _ �,�' ars► - - � a-�I .��,o: �U I al.I�r� all yid I 1 I Inl/ �Gt�. OIC GG��M rJ -SES r/(k u C:Mo Ali i I I I IL golly ��I�i L'tifP ) I GAOI.+V f%•11I�-Is �>�th� ih.Jt-��+r�z- I tilt P1�W1�d1�'R lµMtll.. F�IMETE.e- I�1511L._ � � �,� FERJ dL 0 LU •� _J �,r1��oil � ��I�t i r�:�- � G�.►,�a�-f 2 "T--r+� ��►r I�!,di�L �...��'11ah! � ��-I�-I.L �'rlc�.l 1\{..�`/ •.� TE SCALE FROJ. 40 1/9' • I'-0 ,ABI W-t —— ---CHECK- - �Y DRAWNEo JTB Rur SKEET NO A-7 Z148l,'4o4 OF Ur .. s, r.»r:..,�ti:`:r+fiF'liefmw,ar7�.+k.w.,......;,.,,+r�arra7+fi.+•tNy1lD•�MnMa-1MRn+-atWRialtW�..aaw, ... ,�.«.,.. r,,,,�s•e +aur.�,..�,�...;.K,�us.rir:.:,,:-1:4�N�gFM.e+wanw,.1. �-,:.. .. .. 111111►IIIIIj11I1111111I1n�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII11111111111ti1111111111Jill IIIIIIIII'IIIIIIIIIIIII IJill I'I1,IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII�fIIIIIIIIIIIIIIIIIIIIIIIIt11111 r NUKE: IF THIS M ICROF ILMED I 2 3 4 — 5 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT 15 DUE TO THE QUALITY OF THE ORIGINAL DRAW ING. OE R7_ 92 LZ 92 S2 bZ EZ 22 12 02 61 131 LI 91 SI bl EI 21 11 01 6 9 L 9 S b e z 1 I .-.' '.- .I--'.1'' a1IuNIHuI1uIInNIIII11nu1H111111 lhlnlll1111111IuI111111I1ulIIUIIIIIII1111Iif11111111wI�U11II111III+JIlU1IIIII11111111111111111111111111011IIkt11"11I111111111II1IfIIIIlI111111111I1lIIIIIIIIIIIIIIlWuw111�ww1111�W11IlIllIII11IIIIlIl111I1W 0111111111111,!11111111 MAY 22 1990 I � N A- - - - - `" z- - - -- --.- ------ - - - -- - - -- --- - -- - - a �4T u �1,, IN wAa• EE-(�1� � • �Or2r11/A 1 � - __ - - - -_ s'i/1.IrjItJ(!1 � ---- ---- I 1,o 10 — I ml it,• IXC � � i N . a �— � � Q Ait �• — -- - -_ I it It !I�or�le.lL � � G4•F�i � OwIJCt� - �_ _`_ � — • 10 01.4t* VIAL 0 TS z I 2, 11J x'1'4 �I�N arm N A� c° �Udlli �lIN3�I�J Ilylld , 4>~� r1, yl�Gh gig, ._ �_,®.,.��_ ,�-_-- �2�.1-0'' ('j L a Z Ip WW RG-?AINllkj � 10IN97 _ J -/�j z o `, __ �—rC SHF.L-'f .'IIJYL TD �G TUKrJl5r7 r' I �l<t, 4 W ' %q" "— 1 1•�e• ,� L.1/2- Vk r 4" f�IPf_ s FG'(IONS p N�inp STAt_l 5 F.I-�tLJHFa2E, c r-OtC ►2tnov ✓3L8 r rtllzleo2 GH(20NG F114 40H 5191P LF "e ` w :z �A ,4AL.IPJ(j 10N��, j�?iWIVE ZETAINmj ti- o' VINYL--TYP -- Q )INS N CA. 4" �C'r101N, ATTACH +��E TO � r2 - tAl ,/ -- - — ---- �4-V4'0 x 4' .•Aft jcftdw,.,, 13i. je. LINI'J� Scge jc?, �\ \\\ _\/161 F:I(R CAP J ,L1HT \ \\ II p N 11 Z V :D > ` z a-AAQ.D2•AIL w[.,,,. 2r�} -- - - - _ FLOo2 JOISTS I J ,,LI � I / •- v 1- __ �— � _ �' iii ��'fIR: Ca•1��t�!or2 >� INT,s�lrl'L I �' �, ;�� , �• � !�: �� r � 4 t3L.OGlt�u4 rJ \ }} vi `/ERCIFr EXACTVEYOR DLOCOATION �- r I - - - -- - - t— - 1 GEMOVCA6�-e 2AIL �jCG�,pJ') tv PROVIDE M ING A8 -- PF_R JOIST M AC RER I�P�/}- ( P�j ►- - - hr It � - ILr,-'j I�-ex�f 1 �L- X115 - i J oI"1 Y MECW441CAL 2- 2X6ACCESS - LAF Srups \N1 JOl e,% A N D IJAIL w/ t-I(�.4 41 IV I rzI , HA" ;OL.ID aLGGK U'S FoZ �J I fE 2' 6 STANDARD RISER I A'rl G �DCI��(ALL5 4 P .1►LII�A Jg� (0" wL#7w•.M*AL� 1 a r ISUTREAD WITH L 9 i DULNO6E EDGE K. TUC WALL W/ SHEET K '` I I 8- 2 X 12 STRINGERS I / nllp l N 12�-h 0'� V SL oTIc7tJ o AT EQUAL 6PACING L SPLAAsIi 1/2' SHEETROCK AT ENTIRE r— r �� tAIwALL. f�uA2Gealt_ _ INSIDE OF CLOSET -- 0 71a A� FRAMING AS OCCURRS -- I----- f- C DEYOND CONVEYOR CON - --- — WALL 6HEATHING NOT / SHOWN FOR CLARITY 21' 1 E,e-J ,::; - rrN --- --- 16 TREAD AT &-II' W-d' STAIR. SECTION AT CONYEY -- A Q7 1/2' • 1'-O• c!I u. -Pla�r�l�-'1 I I At/ � �.4.pfsrclC l 1 �I'�d�GN rDMFO 3��qV 1'llf mac+ OA✓L1� IMIDE �! � t./ a't-+fib Iq �► r A.ovr �1 pG N N I ID GAIzr Drorz, �:)ETQI� i�- u- i Pu. ►��I-moo A 1.�it.l►Jy�ouf * c',( vilprvtt 1 OTN '�- '. I - 4 e�1uzr61t5 Grp c-e r TY h. 1 _-, r. � �_ � Alm- �(hN►J'�I°btaTS - _ 11 � I I '�• - � L 1 � M-iVr1'�P�. �NIt �R t�' f�,eMN1� _2",. '.�'n.�-��I �,4, "0-- ��, ut� arKev wrul - }�yl�sn.• J��v� I \ I I ,,o„ P.velt+ .� ua t - F M;, Q Ari O +,c4 l t � I I I 4 .. — I -- IIIA c0-Illpgi� Ih��I Jk- �-- ' ALL r�" wOLs vI ► 1is p" I � oII�IVI /�2 1 }— 'T ,_ �f•�'.�.I� 1c� I..IAL� P 45"0•�, --- I � - � rF-vrl� �cl. �.. - � �i - � � --z',��N�o-�2"FD. �- A-11ANb Ips 4+'kl-K FCOM WALL III S�fOfl►�+ DIzAt N �r �I 1 N I r dJ I � v crh r bG -- — DATE FOIL cr�w115PbuT .� 1 I r I r �1 it I u I II z - T r- -- -4, ' I T 1-- + . 4- � - SCAT E -- PROJ. N0. I/?.'=I'-(d' 7481 w 145 Ppl.Jl'" S'(�orzM DRAM Iv 60 lir Poo � D,tnWN CHECKED P I _� �_ INTEI�Ivt2 ' L'�/ L l"r�12 f �r%Y�i2 JTB RDF I 70"• A,� ,� =I��r-- / I'L sEG2 J (TY BAS P� LIS � F`IRf✓ EXITS SHEET NO BIM4RT/GEN-A8 of ...._ ,.. ' I^11'Iillltl 111t1'Itlll Jltl'Itl�ltllltllll111lIIIIIIItt�11111t1�ITIjIt111tlfllllllllllllltllllllll'1'111+t 111l1I+III+IIIIIIIIIIIIIIIII+VIII+1+�+I+I+I+I+t+I�IIIIIIIIIIIIIIIIIIIIII�Itl�lll _. -- r i NOTE: IF THIS M.CF..V11MEU .w'-- • ' ..��2.� 4 5 DRAWING IS LEST CLEAR THAN THIS NOTICE, 11 IS fUE TO THE DUALITY OF THE ^k IGINAI p' DRAW 1W,. _ OE 62 9Z LZ 97 SZ IV? EZ ZZ 12 02 8t 91 LI 91 SI 1 --EI 21 II 01 6 .I9...' -LI--.,----9 - Z---t, -rt,-TZ---+a'•�"' �nIINtIInHIuHlnnlunlHnlnHluNllll111111111111111111111111111111111U1111111111111IIIIQIIIIUIJIIIIIIIIIIII!1111111111111111111111.IIIIN"IIIII�UI�I1111�HtII1111111UIIIItIIIIIIIII11111111111�1111111UU11�1UI91WWI�U�UU�I;l�llllllllllilllllllllUIIIIIIIIIUIIIIUIIIII MAY 22 , 1990 p q VISION MQISIURE PROTECTIOFy ANQ INSULATION I �� ATiON8 ,Dq not excavate ((pair than 1-1/2: 1 Slope blip» bas! of footing s unless approved by engineer. JAO�ISION 9 FINISqtiS - OIVISION 1 GENERAL 3. StOCk pile subgrade material to be used for fill or for site 3"-- ( grading. All excavated material not approvers or required for this " QENERAL use to be removed at no additional cgst: Grade stockpiled ��/VISION 4 MASONRY A. GYPSUM DOARD 1 Gypsum wall board, 5/8" thickness. Type "X" where noted. U.S. I - These specifications are general in nature and are intended to set material to afford weather protection. minimum standards for construction materials. Workmanship shall _ li: JCK AIyU Gypsum or Kaiser Gypsum.HOLLOW BRICK 2• U.S. Gypsum or Kaiser metal trim at all exposed edges, corners, be controlled at good quality by the General Contractor . U. FILL MATERIALS ANQ_INSTALLATiON 2. Design Criteria: Roof live load 25 1 . Design f'm -13-40 psi . kl�^ METAIROOFING - BUILDING and as shown on drawings. "Ferfalape" at joints, filled and psf (snow) I . On site materials, free of organic material , may be used for fill -- --- Wind BO mph Exposure B inside the buildingareas during the dr season onl 2• All CMU units to be Grade N Type I lightweight units per ASTM C90 a. Metal roofing to be preformed factory finished panels, Varco sanded where exposed. 9 Y y, use o° on- Seismic Zone II site materials is subject to maintenance of a proper moisture dry to intermediate humidity condition per Table No. 1 . Prt,00n SSR or as approved. All adjoining flashings, ruof edges B. PAINN Soil Bearing 2p00 psf unless content end obtaining required compaction. (see soils report) 3. Mortar to be per, iJBC Table 24A, Type S or per T manufacturers and gutters to be as manufactured or recommended by roofing -- otherwise rioted on 2. During the "wet" season, structural fill to be as follows: recommendation to reach correct strength. Grout to have minimum manufacturer. 1 . hldnufacturers: Pittsburgh, Pratt 6 Lambert Ameritone, Roddar r > Fuller , O1 m ic , Sherwin-Williams, Dutch Bu All colors and I W Foundation Plan Structural Fill : strength to meet design strength and made with 3/8" minus b. Panels shall to 24 gage with a net coverage of 24" �rnd a 3" y P y' Q a. Under buildings 6" layer 1- 1/2" c -i clean crushed rock , or aggregate. high continuous rib. Rib shall be seamed using an electrically sheen by Owner. Conform to UBC flame spread requirement . B_ CODES ANI) STANDARDSclean sand Ieve Iiny coarse only over the graded and compacted operated seaming machine to produce a full 360 degree inter- uniform Buildin Code - 1982 edition amended b the State of locking seam 5o 6s to form a single membrane. Attachment: clips 2• Exterior_: 9 Y subgrade. 4. Contractor to submit 3 prisms grouted, 3 prisms ungrouted per 9 9 p Oregon. b. Under paving: Base course of 1 -1/2" ( - ) crushed rock of depth every 5000 sq ft of wall during construction. shall be slotted and provide for 2" thermal movement. Clips shall a. Ferrous, galvanized rr�tals: Prime - one coat rust inhibitive 2. Meet all other state and local codes which apply. shown on plans. 5. All wnrk shall conform to Section 2402 thru Section 2411 of bear on a bearing plate over rigid insulation. End laps shall be primer shop primed or prepainted) , 2 coats anterior C . Under exterior footings that bear on fill (supporting concrete the 1985 Uniform Building Code. minimum 7" , with a 9" , 18 gage panel stiffener . No exposed fast- enamel , semi-gloss. Paint all weather exposed faces of C_OPTIONS AND ALTERN".IE MATERIALS walls or spandrels) . Provide two layers of crushed ruck for a 6. Reinforcingfor B" masonry to be ASTM A615 Grade 60 eners shall be used except at end la s, ridge and eaves. Exposed flashing. y placed in P P g P acrylic b. Concrete: one coat alkali prop primer - sealer, two coats center of cells as follows: fasteners shall be stainless steel . Panels shall be 50 ksi minimum I . Contractors may st.bmit proposals for use of alternate materials total compacted thickness of 12" . � and methods for approval . Options shown on the plans may be used 4. Top Soil : Natural topsoil available i•� an-site stockpiles, a. Vertical : s�-�'320•C.) i`a. FA �� a ce@ 0N'f 1 plus 05'5 yield. Finish shall be GAl_VALUME. latex paint . at Contractor 's Jiscretion. Allow minimum of 5 days for review of suitable forrowin plants and free of limts, roots and rocks each side of opening, unless as otherwis- shown on C . Installation: use of spreader bar for unloading or moving panels proposed altercates. g q P drawings. is required. Job site storage shall be in a clean, dr area out d. Exposed CMU a7 Front: RODDA RAI GUARD X-S Q over 1"-0. (Landscape contractor to fine grade landscape areas) . g y 1st coat is a mist coat; immed ately follow with a saturation Q 5. Compaction: Install material except topsoil in lif s not to h. Horizontal : 2- M4's a 4'-0" o.c . ( 1st b^nd beam 48" from of direct contact with the ground, covered and sloped for drain- F P � 2nd coat , at 40 sq. ft. per gal'. (split-face 50 sq. ft. per gcil . ) . D._ GENERAL AND SPECIAL CONDITIONS exceed 9" ( loose) and compact with suitable roller . (notify ground floor) plus 2- 04 at top of wall and at each age, protected from abuse by traffic arid from contamination by P Y 5 yr, guarantee w/ factory inspection and certification required. Q I . General Conditions as published by the American institute of engineer to observe proof rolling of all prepared suintermediate floor level . corrosive or staining materials. Stored materials and unfinished wind damage. All installation work LL ograde� under work shall be 5=cured against Architects (AIA Document No. A-201 ) shall be part of the contract buildings and paved areas before continuing with work ) Minimum C . Lintels: Less than 4'-0" . . .2 04 in bottom of 8" lintel . 9 9 the same as if bound herein. Copies are available at the density as follows: 4'-O" to 6'-0" . . . .2 04 in bottom of 16" lintel . shaiI be performed in accordance with manufacturer 's approved engineer 's office. d. Corners and intersections,: 1 24" x z 4" corner- bar et each drawings, procedures and details. Use only workme-i familiar with 3• Inter .or ; 2. Modifications of General Conditions. A licration bond beam same size as horizontal reinforcin the product. a. Concrete: One coat alkali proof primer ; two coats acrylic PRO PP_-_._ _- Co_m�action. Material g• loss11 - a Wherever the word "architect" is used, it shall be understood 7. Electrical boxes, (conduit and plumbin3 shall riot be plac� latex' semi-g . J in d. Pipe penetrations at roof shall be flashed by appropiate size tt� DECKTITE as manufactured b equal Other roof b. Gypsum board except water resistant : 2 coats of latex paint. to mean "er,yineer" . Beneath Foundations 95% Crushed Rock any cell that contains reinforcing. y ITW BLJILDEX or e q Eggshell . S b. Article 3.2 5. Drawings and Specifications. Twenty sets of Beoeath Floor Slabs 95% Crushed Rock or Sand 8. Set drawings for additional reinforcing. penetrations shall be flashed with a curb unit similar to model n contract documents will be provided to the sucr_essful beneath Pavements 95% Crushed Rock 9. All masonry to, be Special inspection. CMB-4, including diverter , by CUSTOM CURB, TNC. C. Gypsum board water resistant : First coat pigmented primer and _ sealer , 2 coats semi-gloss latex , e. Guarantee entire roofing and flashing assembly water and weatrer- contractor . Ail extra sheers or sets requested by the Retaining or Exterior Wall Backfill tate for a y d. Wood doors, frames and trim: First coat stain, 2 coats lacquer or �,t• I A,\9 �� contractor or sub-contractor Shall be purchased. (see note below) 92% Crushed Rock or Sand VI ION METAL period of not less than two eal•s from =_Ubstantsal varnish. q C . Article 7.9. Arbitration shall be optional by either- party on Interior Footings Backfill 95% Crushed Rock completion. A� GEN-RA e. Metal doors and frames: Spot prime as necessary, 2 coats clams over 610,000.00. Utility Trench Backfill --� exterior enamel , semi gloss. d. Article 9. Payments and Completion. Payments to the Upper 3 ft . beneath pavements, All structural members to be fabricated and supplied in accordance f. Note; Color of metal registers, grilles, ladders, railings, Contractor may be withheld by Owner during the course of the slabs or structures 95% Crushed Rock or Sand with AISC standards, latest edition. electrical cabinets, piping, conduit, etc . , to match adjacent ,lob if the project 1s nut kept free of liens. Such payments Below 3 ft. beneath pavements, will be promptly released upon removal of such liens. slabs or structures 92% _ Crushed Rock or Sand 6, MATERIALS_ surfaces. 0 e. Article 12. 1 . Reasonable allowance for overhead and profit In landscape areas above B. ROOF INSULATION q p p pipe lone 9U% Crushed Rock or Sand 1 • Structural steel standard shapes ASTM A-36. a. Roof insulation to be foamed glass or Pei- lite composite rigid Q shall not exceed 10% for Contractor or sub-contractor Random site or landscape fill 90% Crushed Rock or Sand 2• Pipe: Welded and seamless pipe ASTM A-53. insulation board. R value to be 19 minimum, thickness 21/22 performing work or supplying 3. Structural tubing to be ASTM A-500 Grade B f = 46 ksi . Flame spread to not exceed 25. DIVISION 10 SPECIALTIES N P g pplying materials and shall not exceed �., g y P N for Contractor or sub-contractor passing along, but not Note: Use lightweight, manually-guided corn actors within 2 feet of 4. All bolts to be ASTM A-307, Provide standard wrshers under bolt b. Install insulation in accord with N actual ( P A. WINDOW COVERING y performing work . walls. Where conflicts occur between the above values, the heads and nuts in contact with woos. manifacturer 'r recommendations. 1 . Type: L_evelor "Contract" one inch aluminum mini blind or approved J L 0 highest percentage shall govern. 5. Use 1/8" x 2-1/2" Ramset at 2'-8" o.c . for attachment of wall equal . � � E. EXAMINATION OF SITE ANP CONTRACT DOCUMENTS plates to concrete floor . C. SHEET METAL AND FLASHING 2. Color: Selection by Owner . 6. Drilled anchor bolts to be "Parabolt" , "Kwikbolt" or approved 1 , Fabrication and installation of sheet metal items to comply with 3. Location: All exterior windows and storefront . 1 . Contractors shall examine the site of tf�e work and ascertain for E. ASPHALTIC CONCRETE PAVING themselves all of the physical conditions and, restrictions before 1 . Proof roll subgrade to verify stability. No' ify engineer to equal . SMACCNA "Arch• tectural Sheet Metal Manual" latest edition. 4. Mounting: Flush ( inside) mount. [ sL ')mittin rice y 7. Welded electrodes E70XX . 2. All scuppers, downspouts, gutters and copings to be 26 gauge dr _ g p quotations. the will also make careful observe rolling. Remove and replace with compacted suitable ' noted on drawings, galvanized, shop primed or prepainted. 0) Ql A examination of the plans, specifications, and other contract material , all spots encountered prior to rocking. as documents and inform th_mselves as to the quality and quantity of 2. Base material to be select fill :.s specified above. C. WELDING 3. All other to be 24 gauge galvanized steel , shop primed cir B. DOCKBUMPERS F 22 4 Ow 4 36" x 10" laminated rubber bumper. 6" thick constructed with By certified welders, comply with AWS specifications. prepainted. steel angle frames. Weld or materials. 3. Asphalt paving to be Class C '..ix (OSHD) , 2-1/2" thick u7lrrs� P Y p . 4. Guarantee water-tightness of roof flashing, copings and scuppers 9 parabolt to wall . r o w) 0 _ W 2. Contractors finding discrepancies, omissions or in doubt as to the otherwise shown on drawings. D. SHOP FINIS for two years. _ Q true morning of pry part of the drawings, specifications or forms 4. Slope all asphalt paving minimum 1% to drainage (unless- otherwise - F I of contract documents, shall notify the contract administrator in shown on drawings) . Check finished base rock for slope before 1 . Shop prime all surfaces not to be embeddep in concrete with zinc 5. All sheet metal work to be installed in manner to maintain G TOILET ROOM AIZCFSSSP0Mq7 0 Sufficient time to receive clarification prior to starring any starting paving. rich paint. weather tightness and provide a finished, smooth, unwrinkled 1 . Manufacturers: Bobrick , Parke-• , A/S or as approved. �0 � L work . 2. Do not paint metals within 1 " of areas tol� be welded. appearance. Provide concealed clip at front (outer ) face of 2. Mirrors: 24" x 36" high at wall-hung lavatories.3. .he Owner will not be responsible for any lass, or for any F. STRIPING 3. Touch up paint in field at welds or location where paint has been copings. 3. Soap dispensers: 4-3/4" maximum height. One at each lavatory.removed or damp ed. 6. Lap ,joints 3" in manner to allow thermal movement and seal with 4. Towel dispensers: One at each restroom. One at each sink. 0LQ U FJ unanticipated costs which may be suffered by the contractor in Traffic and parking strips to be 3" wide, color white. Paint work g 6. Towel disposals regards to conditions pertaining to tt.e work . "compact" in 1-1/2" x 6" lettering in stall's designated. Provide 4. Any steel inserts orotruding from concrete work to be n-uund Vulkcm sealant. p sals (TDD) : Bobrick 8-36_8 or equal . One at each > J L 14 4. These specifications may include material and/or ;.erformance signage at handicapped stalls to meet all state and local flush, primed and printed. restroom below towel dispensers. s CAULKING AND SEALING 6. Toiket paper holier: one at each water closet, toilet partition or 4-) peci�fications that may not be part of the contract but will be standards. Paint direction arrows and wording as Shown at site D._ �fW needed to coordinate work by others. plans using approved stencils. DIVISION 6 CARPENTRY 1 . Caulk all ,joints between concrete panels, dissimilar materials, wall mount . U) > 5. Contractor shall coordinate his work with work by others to and around al : door and window frames and all other locations as 7. Toilet seat cover dispenser : one at each water closet. Q provide minimal delays to all parties. G. EXTRUDED CONCRETE CURBS A. ROUGH CARPENTRY required for weathertigh"ness. 8. Feminine napkin dispenser : one at each women's restroom. 44 CJ) > J 1 . Curtis to be no slump 3000 psi minimum compressive strength at 28 1 . Lumber species and grades to be as follows unless otherwise shown 2. Provide backup vinyl or rubber filler rods on all ,joints over 3/8" 9. Handicapped grab bars: Stainless steel 1-1/2" diameter . 36" lo,.y C _J F . TEMPORARY FACILITIES days. on plans: tWCLD or WWP Rule ls) depth. Backup rods to be mirimum 1-1/2 times ,joint width. Comply at back wall , 42" long at side wall . Y 1 . The Contractor shall be solely responsible for all other temporary 2. Spread epoxy bonding agent such as Concressive 01064 or approved A. Joists, beams L stringers Douglas Fir M1 unles,s with sealant manufacturer 's -ecommendations. ' facilities including all utilities, sanitation facilities, equal over surface to receive curb. Install curb within 20 otherwise noted 3. Sealant color to match adjacent. materials. Obtain owner 's color , N barricades, construction office, etc . Contractor to pay costs of minutes after applying bonding agent . b. Bucks, blocking, bridging L mist . Douglas_ Fir 03 or approval prior to ordering. all utilities until the time of substantial completion. better 4. Apply exposed sealant after painting or mask sealant beads to (7 c. Contractor shall keep site and adjacent properties, streets, etc . , C. Stripping Treated 2 x 4 Doug. Fir prevent painting over except as noted. Verify compatibility with Om clean and free of debris and organized to minimize affect on DIVISION 3 CONCRETE AND REINFORCING 03 or better paint if sealant applied after. U neighboring properties and tenants. The streets in particular d. 2 x 4 studs Doug. Fir "studs" or 5. Materials: shall be kept clean of mud, rock , etc . A. GENERAL "standard" K.D. a. Concrete and masonry wall joints - Polysulfide liquid polymer. 1 . All work to comply with ACI codes and standards. e. 2 x 6 studs Doug. Fir 02 or better b. Door and window frames - Silicone rubber , non-acid, porous 2. Tolerances: K.D. bond type at joints abutting concrete or masonry, acid non- 5. iOB SAFETY a. Floors: +/- 1/13" in 10'-0" . f. Sills, ledgers, plates, etc. . , in porot.s type elsewhere. I . Contractor shall be solely responsible for job safety. b. Walls, Coiumns: +/- 1/4" from plumb. contact with concrete, arid roof curbs 2. Comply with all applicable rules, codes, regulations, etc . , for c , Tilt walls align,nent : +/- 1/4" from true across panel ; and cants Pressure treated Doug. (i, INSULATION equipment operation, shoring, and utilization of protective +/- 1/8" at ,joints. Fir 02 or better 1 . Wall insulation: ('stud walls) R-11 fiberglass batts. Kraft clothing and devices. g. Posts, columns Douglas Fir 01 facing tight against inner (warm) finish of wall . 3. Provide all temporary b-ncing and shoring for walls, floors, B. FORMWORK AND SHORING h. Plywood to 5e C-D rade with exterior 2. Perimeter Insulation: Rigid urethane or extruded polystyrene with _Q Y 9 glue unless otherwise structural members and building elements as required by conditions 1 . Contractor shall be solely responsible for providing the necessary nctead on plans. See roof framing for nailing, plywood minimum R-4.5. Install at exterior duringconstr (tion. perimeter of exterior slabs as formwork and shoring suitable for the conditions involved and thickness and =pan indeu• shown. compatible with the finished appearances. i . Glulam beams - fb = 2400 psi . Combination 24F - V3 for simple H. PROJECT CLOSEOUT 2. Wall panel miters, recesses, and feature strips: cut and secure span beams and 24F - VB for cantilever spans. DIVISION 8 DOORS AND FRAMF5_-_ EXTERIOR 1 . Record- Drawings. Maintain a record set on site during all phases form members to insure smooth and properly aligned transitions of Industrial appearanr_e. Provide top tension lams cn top of of work arrd accurate:y record all field changes as they occur . finished concrete. beams at cantilevers for a length equal to twice the A. HOLLOW METAL DOORS AND FRAMES - EXTERIOR Show all cencealed changes in the work and the final location of cantilever length. 1 . Manufacturers: Amweld, Steelcratt, Republic, CECO or as approved. all utitilites. Deliver this set of documents to the engineer upon C, REINFORCIN(; 2. Provide fire blocking where required by trade. 2. Frames: ie gauge full depth of wall with welded corners and suL,tantial completion. 1 . All reinforcing to be At.15 Grade 60, except ties and stirrups to 3. Connectors: anchors to suit wall structure. ' 2. Retention. Retention will be withheld until : be Grade 40. a. Tie straps, framing anchors, hangers, stirrups, column caps, 3. Doors: 20 ga. flush panel bonded to non-warping core. Morticed a. As ,built drawings are provided. 2. Verify weldability of all reinforcing to be welded. Use only column bases, etc. , to be "Simpson" or equal , or as detailed. and reinforced to reoeive hinges, locksets and closer . b. Equipment brochures, operating in-Aructions provided. hydrogen (E70XX ) electrodes. Prime coat miscellaneous steel . Fully nail according to 4. Finish: Factory baked on primer. C. Lien waivers provided. 3. Fabricate an-1 install reinforcing steel according to the "Manual manufacturer 's schedule using largest size shown. All beams d. Warranties and guarantees provides: . of Standard Practice for Detailing Reinforced Concrete Structures" and joist not bearing an another member to connect with "U" B. WOOD DOORS 3. Cleanup: All areas of the building and site are to be finished, ACI Standard 315. type hanger unless otherwise noted. 1-3/4" thick solid core or particle board core as showy: on cleaned and suitable for occupancy and/or use. Remove stains and 4. Provide 2'-0" x 2'-0" corner bars to match horizontal reinforcing drawings aid reinforced for hardware. Premium grade birch face wash glass inside and outside. Remove foreign matter , marks, in walls at all corne•.•s and intersections. with hardwood edge bands. stains, foreign paint, dirt, etc. , from all fini•;hed surfaces 5. Provide the following reinforcing around wall openings larger than b. Nailing - All nails specified in the plans to be common nails inside and out., hardware, fixtures, equipment, etc . 30" x 30"- unless otherwise noted. All nailing shall comply with UBC C. ENTRANCE 4. Prior to occupancy of the building, the General Contractor, a. 2 445 over x opening plus 2'--0" each side. Table 250, nailing schedule. 1 . Framing System: Kawneer 451 or as approved: 2" x 4" Mechanical and Electrical sub-contractors shall schedule and b. 2 05 under- x opening plus 2'-0" each side. L. Nails at roof decks tc. be driven so heads are flush with or mullions. Class 1 , dark bronze finish. conduct an orientation meeting with the Owner . Demonstrate C. 2 05 each side x full story height. slightly recessed into deck surface. Check and resink if 2. Doors: Kawneer , or as approved, .tanda.J stiles, 5-1/2" top rail , operation and maintenance of equipment and deliver operating d. Provide 90 degree hook for bars at ripenings if required needed, immediately before roofing, 6-1/2" bottom rail . Furnish complete single acting entrance with manuals. extension past opening cannot be obtained. 4. Delivery and Storages threshold, offset Fivots and we_therstr .pping, pulls, closers and 5. Prior to occupancy of building, deliv?r all keys and keying A. Provide 2 04 continuous bars at top and bottom and at All lumber and plywood delivered to the site, shall be piled off locks. vchedules to to the Owner . discontinuous ends of all walls. the ground and properly protected against weather. 6. Final Inspection: 7. Provide dowels from footings to match all vertical wall , pilaster 0. WINDOWS The Owner and consultants have an interest and desire to see all and column reinforcing. B_FINISH CARPENTRY (SOFFIT) 1 . Factory glazed aluminum frame fixed window units and compression corrective work and the completion of the last odds and ends on a 8. Lap all bars in intersecting footings 1 ' -6" or 30 diam tern 1 . Siding: 1/2" thick resawn cedar face, ungrooved plywood. Install ' time( basis. Often minor corrective items talo wreks to complete channel type outer frames. Class 1 , dark bronze friameco zed finish. Y P whichever i'- greater . over building paper with countersunk galvanized casing or finish and necessitate unreasonable involvement from the Owner and Extruded aluminum or vinyl glazing bead r match frame color . 9. Al : wall reinforcing to be placed in center of wall unless shown nails. pili nail in�fentations and sta•.n• Mercer Custom 1 .50 series, Viking 1600 series or as approved. ' consultants due to lack of follow-up supervision by the otherwise on the drawings. 2. Wood trim: Western 'Red Cedar. S4'S K.D. A Grade. contractor. The following process will be observed. 10. Extend reinforcing to within I" of wall and slab edges. E. GLASS WINDOWS a. The contractor shall complete his own final inspection and 11 . Contractor to design and provide additional reinforcing as C. MILLWORK 1 . 1" insulating glass, tempered iw')ere required. Glass reinspection to check off completed work . required for lifting tilt walls. 1 . Door frames , mist. , interior trim: B and better grade d.f. , V.G. w to be clear glazing. b. The Owner will then make a final inspection using the K.D. Milling and fabrication to conform with AW? "custom grade' 2• Doors: 1/4" tempered, clear . contractor 's punchlist. D. CONCRETE MIX ste..ndards. C . The contractor will reimburse the Owner arid Owner 's 1 . Use Type I cement, per ASTIl C-150 unless otherwise approved. D. CABINETS F. ROLL-UP DOORS r,presentatives (consultants) for all time required for 2. Minimum Mix Regr_ircments: follow-up inspections after 2 follow-up inspections. The a. Cement content per yard: 5 sacks except slab on grade to be =-GENERAL 1 . Doors to be Cookson FC or as approved. Crain operation. contractor shall be solely responsible for all time required all woodwork requir.ad to complete the architectural casework shown 5-1/2 sacks. on the drawings including bu'c not limited to the following: G. FINISH HARDWARE for subsequent inspections, and other time required by the b. Slump: 2 to 4 inches. Deviation from design slump +1/4" to - � Owner and Owner representatives who shall be sole judge of the a. Lunchroom, restroom, and office counters and cabinets. 1� Mater•i31s 1 �� • amount of time appropriate for th... problem. C . Air Entrainment : Per ACI at al ( exterior slabs. b Miscellaneous hardware, Butts - Stanley Stops - Ives d. Admix: Provide water reducing admix (Pozzolith or equal ) in 2• CONSTRUCTION Locks - Schlage, Orbit design Locks - Ives DIVISION 2 SITE WORK, all concrete except footings. a. All counters may be shop fabricated or constructed on the site at Cylinde- - Schlage Thresholds L Weatherstrip - Pemco e. Average concrete strength as determined by job cast lab cured option of the contractor. Closers - LCN PushPulls L Kickplates - Cipcoi VJ A._SITE CONDITIONS cylinder to be 3000 psi at 28 days plus increase depending Flush Bolts - Ives All bidders shall familiarize themselves with the site conditions. upon the plants standard deviation as specified in ACT 318-77. r. Z Contractor shall be solely responsible for correcting any site otherwise3. MATERIAL.. O 3. Aggregate size to be 1-1/2" maximum unless otherwise approved by a. Countertcps, c-c (plugged) grade plywood, 3/4 inch thick, 1/16" All hardware to be finishes 626 or matching. � conditions caused by the construction process. engineer . p p , self-ed p 9 (pati( laminate to facing, gad where exposed. B. STRIPPING b. Vertical surfaces and exposed open shelving: "N" grade hardwood 2. Keying Strip topsoil and ve etat,on from the site in areas to be occupied E. CONCRETE FINISHES P 9 1 . Interior slabs: Smooth steel trowel . S race veneer plywood with matching species hardwood edge banding. a. Locks of all d-ors shall be master keyed to a single system. by building, paving and landscaping. Save sufficient approved r pray exposed slabs with Stainerl -finish as specified for doors, trim, etc. b. Prepare a keyi .q schedule and coordinate with Owner prior to sealer . r . Utility 'Shelving: 3/4" MDO plywood, edge banded with 3/8" thick keying locks. ^ topsoil for landscape areas and dispose of remainder off-site. 2. Exterior walks: Steel trowel then light broom finish. wood or P.V.C. tee noIding. ` C. Provide a minimum of 2 marked keys for each lock in buildings, Notify enaineer before proceeding if ..ny unusual conditions are 3. Formed concrete: Remove fins, patch voids. , LL encountered. d. Elastic Laminate: Solid rotor by Formica, ev�amar, or Wilsonart, each master and grandmaster. Deliver keys, witin permanent cc F. CONTROL JOINTS AND EXPANSION JOINTS firish texture as selected by owner or engineer. keying schedule showing key marks and doors operated, to Owner (0 EXCAVATION 1 . Provide control joints in all slabs on grade 24'-0" maximum each e. Fill ether material and accessories required for complete and prior to,. occupancy. v < 1 . Excavation for footings, piers and slabs to sizes and levels shown way, unless otherwise shown on drawings. prcper installation of architectural woodwork to be first quality. ,, �1'� UJI i, 2. Provide joints in exterior walks as follows unless otherwise f . Flush overlay cdnstruction. Edge band all exposed edges. 3• Hardware Schedule or required. Utilize straight edged bucket in footing excavations shown: heavy (3/4" ) tooled joint a 5'-0" o.c. and 1/2" premolded a. Exterior_ Mandoor - single !^ to mir,inize soil disturbance. Clean all footing excavations of expansion joint (full depth) at 30'-0" o.c. and where walks aout !_._ _FABRICATION Lock - D53 PD plus B 160 Closer - 4110 Cush a. Prior to start of work in this section, iispect all work by other Weatherstripping - 114PFPS Door Bottom - 345AV luose material ay hand. .yam. '' trades and verify that surfaces are suitable and verify all Lock Guard No. 184 (Lock Astragal ) Door Top - 377V 2. All over-excavation shall be back-filled arid compacted as buildings or intersect. Trim protruding filler material td fluttll• t dimensions. Butts - FRI3170 4-1/2" x 4' NRP 1-1i2 pr . "engineered fill" or with concrete to same specifications as footing concrete. lir CONCRETE CURIN�_AND.. SEALER b. Install all cabinets and countertops, trop, square, plumb level and firm( anr;rored for loo life andheavy use. o�FS 3. If over-excavation is required to remove soft spots resulting from 1 . All forms and excavations to be moistened before placing concrete. Y g y b. Exterior Mandoor - double F�� -41, , ' � ,aj conditions beyond the control of the contractor , the contractor 2. Seal all interior exposed slabs 'with two coats of full strength C. Stain and vsrniah all exposed wood, esat iluncnate with painter. See drawings shall recieve additional compensation. The contractor thall be Kure-N-Seal by Sonnt-born or approv4d equal . Apply first coat d �" high pllstic laminate back splashes at lunchrooms and we 4tE vr-o4 No r-estrooms. NUtiB '��461 paid in accordance with the schedule provided in the proposal immediately after slab is finished. Apply second coat when all form. traces are finished just (prior to occupancy. Floor is to be c • interior- Doors_ __y_P_cal ) �,_ HARDWARE Butts - F83179 4-1/2 x 4-1 /2, ow wni c,.ecKeo cleaned gird hydro-washed before second coat. - l-1/2 pr. 3. Contractor shall assume all cureand sealers used, and all .uch a• Hinges: concealed casework type. Stops 407-1/4, 436 brushed aluminum finish s b. Magnetic Latches: Stanley 40 series to suit conditions. Lock A93 PD, 2-3/4 B.S. material shell be from the same s andaseaer . serif �7. y C . 0djustable ;helves: Stanlr •MEET Yl 1-1798 track with 799 clips. - compatibility of curing compound/sealer with paint finishes and neo Mortise tracks. d. Interior Pubrs - Rastrooms floor coverings. d• Drawer 1.Iir'es: K L V #1:300 Butts and stops per BH3c atinve. /\ e. Pulls: Stanley 447'- Push/Pull 5`i0K155A 0K 14 f. Hardware F•i ni Lh i f it i n Chrome i.,, C 1-oser 4010 �,. Prefabrica'ted cabinetst "Kreigsco" , "Alpha" or as approved. ` • OF «r.,a�s. ;Srd!L'1�,� -.. �� '"^U!44iMArh�+t+eN�:Mir+,,It-Miq�xiRSunr,r�M(#Nr:'.!'"-.-.•,Mana.•ww.Yq 1 f I ,tl)I)I►IIII�Ijlllll'1'I'1�.III'I'111111I111i111I111I11'I111I111I111I11)I111I11'I'III111I111I11'I11'111'I111I111I1111111I'I1i111IIIIIII'I'I'1'IjiIIIIIIc�rIIIIII,IfIIIjIIIIIIIIIIIIIIIjIjI'111111 .6 - NOTE: IF THIS M ICROF I LME D I 2 3 4 _ 5 6 7 9 9 10 DRAWING IS LESS CLEAR THAN ----� THIS NOTICE, IT IS DUE TO THE QUALITY Or THE ORIGINAL DRAWING. QE 6Z 8? L7. 92 SZ b2 EZ 2? 12 OZ 61 c I 91 Of EI ZI II 01 b 9 L 9 S b E Z 1 I I 1 -I. a.i.n rulnulnnlunlnn�nnlnnlnulHHINNIui1INF111111IIT11111116111111I11111111II11Ill 11111WI11111IIII 111oAIIIIIIIIIIIII111111I111111111I1111I1111I11IT11NIIIII IIIIIIIII111111IIIIIIIIIIIIIIIIII111II1(((illi111111111 W1ll1Wl�I1I1111IIWIIIIIIIIIIIIlll�llllllll1111IlUlIIWIIiIF :30 1( MAY 22 , 1990 __ __ r I I� V 21'-4' •� --- 0 -- -- -- - -_ _ -- - - 5 LLJ ! ! I I I I I I I I'-b' WIDE FOOTING SEE DETAIL !V-101 X 6'-0' X 4' T ICK I I I Q ')r^C K 515E C:ONC:RETE PAD P AT 6-2 1 1EAM LINE 6 p --- --- - -- -- % EXPANSION JOINT I 82 ` I rI - - - -- - - E-XP-AN-&C-44 JOINT -N-T A-2 - - . I - - -- - - - - - - - - - A �v - - — — — — — -- - - - - - - - - - - - - - -- - -. -- - — - - - - - r - - - - - - - - - - - - - - -- - - - - _ � I - _ O 6-2 - - L - FOOTING 11 I -2 I S STEPS ej I I m I I I I , -j I I 8 2 U 1 ,1 l► 11 <J v I 1/-4 \ � } FOOTINGol I _ I 13 STEPS I I -- CJ. � CJ. C I I CJ. _ J. - --- ! I 0 LL I' Q v -b' WIDE FOOTING 0 _ I L _ - _ - -1, I I I I -� m 11 1 `1 I I SEE DETAIL J z o I I I I S_T \Y rn z LL-,J J W O I I I I I I I I W a I I ( I I w o 24' WIDE FDOTII►I��aaa-�� . I I I I I SEE DETAIL I 1 I I - — -- --- - I I S_2 CJ. -- C.J. CJ. C.J. 1 Q F 0 I I I I I i 1 I I I 1 t I I Z �- - - -� r - - � r -,- � e - - -� (_ _1 - -11� 11 Q V w I I I I I I I I I I I I I I I 111 L _ _ _J L _ _ J L _ _ J _ J L _ ._ J L _I_ J II T I I � Ioy- Io I II . Io I I LC,1 C.J. - CJ. 1 - - - -I I I I 4' CONCRETE SLAB WITH 04 I l I I I I I l I AT 4'-0' ON CENTER EACH WAY I I I I 1 1 I I OVER CD RUSHED ROCK BASEI U I I EXPANSION - J 9 6 I I I T EXPANSION JOINI � I I JOINT '"�E E � . I 1 I I s I I I I ol leiol I I I I I I 1I I I I GJ. I C.J. _ I C.J. - C.J. CJ. -+- - --T 1 I I I I i I I I I I I I I I Iol '1ol I I I Ioo I 1 1 I I 412 I I I I ! I I1 II r- - --_- --- - -- - i-. _ --- - - - _ Io L � �- - - —I — J L _ _ J - - —� L - - J �— - — J I I I CJ. I I GJ. CJ. I 1Io I , I I INOTES of TINrADpIGN�80IL�P!��88URE T. mM P.6F. COLUMN B7 OTHERS J L I I II i I I I I I 2) INTERIOR STUD WALL POSTS AT DOOR OPENINGS TO BE Tic 6 STUD WALLS S-2 I I DOUBLE STUD MINIMUM UNLESS OT RWI NOTED oo I 1 I I I I X 5'-0' X 1'-3' Jam" -( r I 1 • U FTG UAB b- % EA.WAY ( ! _ _ _ _ _� �I \ I I 3' CLR OF BOTTOM I I - - _ _ - Pot,, S1 0 LOA. ��IVF.' I I FOOTMG 8G1-1EDUl.� I A WITH'4- �S EACH WAY DEEP = I I - J I 8-T I I e WITH 3- 5 EACH WAY 5'-0' X5'-0' X I'-4' DEEP WITH NO REINFORCING 9 I I CJ, Y CJ• _ CJ CJ' I 3'-0' X 3'-0' X 1'-4' DEEP Io -J I I I e d'-0' X 4'-0' X I'-b' DEEP ITH NO REINFORCING COLI N BGEIED" 11 i 1 X 6 STUD I I BEARING WALL I I I I TS b X b X I/4 REARING PLATE - IT' X 12' k 3!4' THICK O ADJ.BUILDING _ �-I i I I II C I I 'S 4 >. 4 X 3/Ib 15EARING PLATE - 10' X 10' X 3/4' THICK W/COMMONWALL --- - i i •-T S� I I 1 1 Z Z I I 19' X IT' MABONRI - SEE DETAIL - 5 I I C` 3 TYP!G AT O 1 I j fi 6"2 -I i S-T BEAM LINE NOTE: I 3'-6' G MATCH LANDING INSIDE BLDG.TO - i �C�R 10 SIDEWALK LEVEL OUTSIDE. All I I 2-. � ----- I C- T�� 5�5 x�/I✓ .'��-�I IP_. - , il" xbin '�-�%3'��A,�`� T &jILDING INCREASE NUMBER OF RISERS 4 S rdolat OINT A-2I6-2 I EXPANSION JOINT I I I 4DG�CERY STORE)I S-T ' O I I _ Cf I _ _ _ _ _ _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� 4 z - - - F- -IF - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _- - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ _ _ - - - - - - - - - - - - - - - _ RO _Ile bl 2 I L-1 r I_ 1� 5Z I LTJ L JDGE OF 6-2 -5 D 'J 1'-6' WIDE FOOTNG O 6-2 SEE DETAIL � CANOPY FABRIC�� L 'A S-2 DATE M I SCALE PROJ. NO. ECKED FOUNDATION FLAN DRAJTB-WN �f,M SHEET NO Z-14VAA OF ;,.�g��1 ,. ` � r ,..•,,, � _ - ^IIII(II111 II111'IIIII I111�119'I(III(I�IIIII(III(III(III(III(III(II111'III�IIIII(III(!,I(II!II'11!�IIIII(II111(I(III(II111111!VIII!11'IIIIIII'IIIIIIIIIlltl111�11!III!III!IIIIIII!f!IIII!I .. 1 2 � 4 5 6 7 118 19 1 10 II 12 NOTE: IF THIS MICROFILMED -------- -- - -- ----�► DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. OE 6Z 92 i2 92 52 b2 EZ 22 12 02 51 91 LI 91 SI til EI tl 11 01 6 9 11 •.•.'. I9 IS b E �HIIIf111HIlI1HI{II!IIuu11111I1111111!1111111111`►III�IIIIIIIII(Illilllll�IUIIIN111111I►111�1111IIVI�IIIIIItillil!IIfl11ti11U11111�iIN11111�i1tiI1111jU1!Illll�lfl'IIIIIINU�IIIIINII�IIIi�li11ll1i�WIIlU1�ll��1llU)�IillIUIIIW Wlllllll�lU1(U11�I11{�tlllt1I1111�1111�11UI1111 MAY 2 /2)al , 1990 •. ___._ .. ___..,__' ____....+... __ -' .__,-:..,,. .L-..s. ....r--- - .-.•„��.. _„_,,,,,,�_ _._„rll,u,.,�10. ... -_ .^,.�.,. ._.-. _ _�+,...__.. --...- -----... ___......,_.._..,.. .. .. _. -._,..,�,,..u.�r-•- _ .., .. ...._.-....... ._.... .......r.r.,.,.. ��Iu '..__..._. ..,. �... - - -*-�•r.ar--. ' --. y^. Z KG's; I EA, FKE 1n1 z !'SS rEp, F4cE 10 F EST 2 WF1Lb ! A, 61DE FIRST 2•-CELLS EA: SIDE OF OPWO Fu LL H4T, of eaft'c4 FlUL11, 1.1¢T, is ul • �5 1ti 4 e�AI>z W -�- j ,\ I EI�G� QEINF. C, L ,DFN4 Z r�- E REINF. 5. _ - fZERI o Z-21 Z D . TYPICAL REINFORCING d' + i 2' PL AStII'. STk;r yjN Sf'ilrIz� SFtiI -- �Ii �,; \ _— VIII i M•r� DEPTH SET WITH r,U1DE IuTO't'aP C I I \ / I I I 4 G V r R'f / `� i I�_ — ►-v�—— — �L�// Iii = __ _— --- --- t � BI 4.C. L1'TOP 11vWEth fA�(lrJll �TTOM C.NURl/� '�irP N Ii I��j `t �'�,t h j �,19�`t,!l► EA. CL50I.L eul.L HT 1d Koro, I'�p� �Ak IC ALlhlIMel `� y -� �`�('� STOP REINFORCING U' .3' CLLAR - - =1 i1NNIIJ(7 ,��I=_j _ OF JOINTliit g 0 4'-1rl'ZN, ( I Lam' E T C �7NT �?CJL. JOINT ( C,J, "3f-Ac- �oyrT Y -- "T j 4 k _ I!B' RADIUS TOOLED EDGE - AN4'. 11/2' KEY TOP I Z v AND BOTTOM SLOPE 1/2' L1 - W N \ 1 p - - I w \\ IN 1''0' MAX LOCATE �IG� ✓��-1� I ^! I � JOIN! AT MID Sl AB DEPTH - -- 2r 0u- 0. � x /�-� --- o - ,�� _.� / � � � 311 D•S. o D • � G'' 31�v'� I � J Z ---- 3ii o ALL CONSTRUCTION JOINTS TO CN E� � 2�INS � �OGV I ��G�� BE COLD CONTROL JOINTS I - - � �` r r / F� I/ _ f�lP�-gra��( c:o ur r-I C L C N T f?[�L J U I f J T 1. . :� - I _ cot,uw�tit z '0 0 -�� I�;,.�,, ' _�I�11 _ v _"' - �•[� it ---- I -► p�I� �It.��re;e =_ _ J W o W !o /J I.ITt201. Jol�iT� s'�uv >a��r v - - -- Z- 0 m p � CL OF 0 Ll Q Ep _ / z ' r¢c1J'f nJR2TN I-;p.LL G1.1Ll• - 8" 1011• GMU WAIL -- �'�IN FIRSY z�eL.LS T_ I a �h c3 �J'L''aG. FA. FAZE z'-o" cr-id WALL gp . S�vE of aP11 C,I } �. 4 DOWELS O'- , f- __ - AT 4'-D" OIC, BENT OVEIZ WALLaAR -fy �U- ��INIf' / a1 Jol1it w/ EXTErta 2 rl¢ -!'-o' sr1L^IT}1 Daw>rl. Y $ C� Ea cao►JD al cfi�ac6 � EArZ. I5E f0 fZ F_ F-L n C F_HF_: _ -- — w. AS94A.LT GO/�TF:D 5UILDI"q PAPER SEP eaTIIJ4 S L A1dS / ly L, _I f � _ Z - r• • • BOJ D `//ALL QEI IFI FSK Fpar l lJ c_T 51 ZIF•5 I I U F f �f I�ITo SL-A15 I'-�" 0VF_Z*q_ - SES I A1J 0 I I5 Cx1, 1. 32'O.r; w/GF1= �. • • GAULK I1JC{ E'A. FACE b -l� V �� V ly��i'1 �i l�� V, I`� 12 r u . . ---- oorJj. �laol'Izi►JE �YpA�IS►otJ 20rG 5=L � I_I I DII SZ ( II _ 1�N 600T, a-o'r, I - ! z � I - v e ' Foonb14 s1aC S Q.�atJI=. ' o '• • _ 0 - ' � �, SEE q FWPANSIoN .�olur _ SCE FC19, PLA f� ISL l` S Z I"� I'-ail Ss _--II ........... ALS DETa1 L 4 r00--'I NZT FA IV I-L 6_2 ��2 eop Q ' - l CIT X 15.3 WITH '/Z ,�" STUDS \ . • ` �OI2 �� IND SZ AL T. AT 1'-0' APART ' ! 3 '� •'• \ o. • f T l'-9' X 9 1/2' X 3 3/4' RUBBER �y ? DOCK BUMPERS 10_1 vI.•II7w_ It. �/,+-*� ,* -l41_ * -N� A? 3' CLEAR BOTTOM. (�/Z HOOK INTO SI AB 1'-6' RECESS FOR DOCK BOARD BY OWNER � I �/ �tJL�/ � � � �- EXTEND TYP, VALI. RE1NF'OkCING �j f R�� 01'V# A.0.� �, TLC OUT NJ iN� C-CAL. AND BEND INTO SLAB EDGE I'-6' D I 'Al hEE Gz��Et� • p o : - -� — p• I J�jCA. MIN � MATO, FOOTING REINFORCING 1c 3w 7 WITH N5 TIES BYin - �� • �j�.D. . / •' a r45 a I$"O.C. E.W. 6 CONCRETE SLAB WITH 04 AT �t �L"v' 4'-0' APART EACH WAY. a g 6 Q A . • M Z � 1 FOOTING SIZE AND REINFORCING - AT FOUNDATION PLAN f�-(O TYP. CONTINUOUS FOOTING AT U-TLTDK2 IBJ 12OUIt, QF-M017 BLCICU91t�k�c� JAMIS - h2 I�, •1 -o� �' 2 `r -I �-' F� � I I I ►,!"T e;z 1 D le Irl U '�C� LJ 1� Lw I z I f�T E re-I o Iz Coy L4 M Q FOO-r I Gr I�; L 0.A��I I I GY�C-K uj T ,, p � GRIP \ I V b/Ib 3/4• BFARING PLATE 1111TH 4- 3/4' $ C ��1,� ('t,�� t4A4 \ I ® ® � DIA. DRILLED ANGNUR BOLTS - I I------ - \ (PARABOLTA OR EQUAL) R }✓)�p� /��/ TP COLi.lr"N- EEE PLAT) � •� 1 V I-I 1/-rF'I I Imo-! \ /� G�o��K� �� ATL, Lam_ Cl 1__ o f FILL AF OUT ELAS FOR PLLUMNL ACED. FILL AFTER GOLIIt1 IE P'LAGED. i!2•fIWha 6t1 0-c-. N � w o• -I ; I�;fi �� 4-•(i VEP-T. Prie;NPOM0 Fl4- GbWEI�I. xxx\ \ V rl�+ �L� C42 L U M W 'r0 � � ITV lel N, RFORCIZENG A4TD S`" _v --�I� i`� II E•1 �fl�� < ISI DATE - ;�F'� I —� �� MEU ► MEEK �I I =E� 'L2 °I�b r t �p �,�� SCALE PROJ. NO. • ,• 'OUJDATiON 1°L.4N tJOlrrf I'ILI�F- �•�� T K-'!�. --.� vE• I'-m Gael DRAM CHECKED JTD RW`i I4 INTERIOR COL-UMN AT FOOTING , .,�.�-=1�.►�-N�.'(� I I - ��G i0�) U►' �''�� '�I-MA VIVA_I Z �4 _ —�----- -- ' Sz 4•6!R'1MIC I' • I'-O' II- I—�O�- M SHEET NO ' S-2 Z1481AA OF d Nis ' 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 1 1 ! I I I I 1 1 1 1 1 1 1 1 1 1 1 1 111 r I I I l i I 1 1 1 1 1 1 1 1 I l l l l 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 11 t' I � ► I111Nf1IIIIII�JIIIIIIIIIIIIIIIIIIIIIII , I � IIIIIIIIIIIIIIIIIIIIIIIIIIlIIIIIII IIIIIIIIIIIIIIIIIIII NOTE: I F TH IS M ICROF I LME U I 2 3 4 - 5 6 7 9 1 1! 12 DRAWING IS LESS CLEAR THAN - -- --� THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. -----_- _ _- - - OE 62 62 12 92 S2 02 F.2 22 17 02 61 BI LI 91 SI bl EI 21 11 01 6 .IB.-.' .LI--, 19 S b f. 2 1"•!"' glllllllllllllllllllllllllllllHI1141NNIINIIIIIIIIIIIIIIIIIIII111lHIIIJIIIUIII111�IIIIIIIIIIIIIIII�II�IIIlIII11111�IlUIlI111IIIIIIIIIIIIIIIIIIiIII!IIIIIII�IInIImllnullullulllnllllulhu1lu1111u1I11111u111I1111lull!l111ll111111I�llu�lll�lull11uli1u�lllllllllllllllllllUlllll MAY 22 , 1990 _ Al IH, 11JIT i /. Trr G H 4 WALL f +" 0.0 PtzEG6L1�E IitisPTED 1t]r i>t _- 16 .4 g 61 e.C, 'fYP• apo dAiLIrJ4 q f LEper E� !3l;YO�D 0 Def�� ' Qo-rC,N ►3t-1 Ibi2 Q 1 I � � g IJ 1 Dtlf�" 3A1rJ rl1� 1`' L ;a,r 1,^St'G oilhl� — - �{ Er-iCYJ4 1 • ` � v) L.u1 I Ac, SHoWW — � -- � It ,I II — �If'�E A, Ief;4-'V F%k SIN. (e24)- - - - 1_.__ . h� ALT t�"2 cr �`r Tj I M�+NU - - E,__ ' _ _ _ "' 3/rte11 I � F � �'T --- - -— - I� �L-�/.�d� /'`•(moi. W 14k ftAM Al f'IA►J �1ELrK� -C �IcrJ� � 31' T1( ►�N�I �i�L,e �- I, _ ��1- -� P �i c. qY� a�. 1 _ d Si Pe FL!S, - - A. I ILL„ /�' � �i 4 14 C�►2 EQ, I'i�1kcT Er�� o� C�1- _ - -- t --- Pir'I tJE LO I� l/N o SLG rS ------ - A 3�A T - - - _ J I MLj 4 - --- N ter"- " '.i _ - _- E iJor�y '3r y ,; w q' �a4 a 1J�c,a L--.a.-o7 - - I -nN, IIP-LL L CsIM. Gvv(�. 7h � -� �, -- ---- „ M' " N � ' r YP• 4v4" Vo049f =N" !I H4r, i-EA• RAGG u 4-GELLr* L04 M IZ L;:p M --CN 4 4 VcU r To F D N. 2 GIEGS E F N1 D Weil.(6ETWIX N PLAW a NS) 3 v W-.I �I �lP�-L G�FJ►J_ _ ►fqe ._ I a •� - u V.VV. I f 0%262, l.�N t-I _ c�I,_"_ — .�4 I• _I,_o„ Is It - t - � �s M� '� ip•• I./I-y2"�+ (o PJB � i tiTM a 46' 0.L', 'b"'e, I'T' W N 6 A l 1 v� _ I I lkvC.i �Kl�►• U- 0 �I 1 "''- I I 17 COL11M�lw '�O �'/4V�. GONP.) . ---• - � o I I _j _ I 1 5iH I �- Ir it I --- GIL. 5 Ire X Y � W w J HEADW ' ER w J W U*-- 0 a tm F- o 8.4 I q 1�.C3•'6 �� I 2 I� CO►J'f W/G'-�Q- C.�N'� [�A>^S _j a. @ >a O•e.l 4 a D"W Izp s4 IM r�Lp11 - �4 r' I'-O� Q U C ul > z Q I .• I _ I� �I{`I Icy I G-S�'�r f �- r'�, I J I �J� J I w I �-- I I lV 11x1' I In, Vi — 1 PL WOOD A' ROOF FRAMING PL AN / � (�`�rlc:?�� awl D+;f�•-1 l(T M . I 2 flt��'�nJGil M I I I rgl 1/4' EIC'E PLATES WITH I - 7- 3/4' DIA DOLTS ---_�-�-----_ - I _3/ X SII _ _— al PURLIN AT PLAN W!TH — c I SIMPSON jki,-' HANGER I -GL 51/8X9' _._ . ... I HEADER ----- -- 0) I II I) I ._ CONNE`CN OR OR AIPPRO [V I , It L X4 ,e�S I _�' 3/4' X BEAM WIDTW PLUS EQUAL 3/16 O'-'' BEARING PLATE I P 12 I .tlrb �_�II 11 it I �\ I I I GLU-LAM BEAM AT PLAN �— �A" Dr- 6,M U IATA LL '"+ 3/Ib uj I— I T.E.GOLUPtV - EEE PL/'N ' . I I 1 I _ t� of -fHK, COt '-fK•AC-f �I--rmAV_T_ GOKVT AG"I' INTERI�_�R COLUMN TO BEAM --� IrJG,� �^�� 'r•G•! to PUPLIN a ' 3E_,�(�1 1 , TJI ELK'Cj.ol W/ Z-�' � p II I I 18 SUI�CfUtZ'r �(Jk C -U - AM 0r AVJ. 51,P' , , - y� 'NL rz IaLtc'4 �W �y?'L A�3'�N• I 4 I = I D I ri.m. r� A nl4Lki a s _o �,e. I I / 4nY13i' +�",sN4Ls W/4'd. �'� �`` �'I•!Xi#'-IrJIAI• C: - � a ♦ STUD WALL I 0 !I$:i To WALL 6 d"O,G• O� �, g "t�S.;pw 1f221�J H a TENDS TO BOTTOM OF ROOFLu 00 v 6�D DM. , n v L- r-- 1 I D0JISLE JOIST HEADED ' 1. 1 / \4.r. F�{zE5tu(zE TQ6Ar<D l.ED4Elz �pG TJ BLOCKING BY MFGR I E�a I" -.,1u L� GT14 WAu- \� DOUBLE TOP'PILATE I'I�IL Wil �I —_ WALL 1n1� AL5?uC + -NOEr2 '�'-I �.}z• �`'T, ri!'(�-, STUD vA L ++— 2 6 S D l �HU WALL. TV • - - --- t - �PTIoN �l � , Flo wlsr e- er1u wa,l.L �4 IIT-iT_;_r, ti 4 lam' Ar, % n/ LL t-4, b - -�'�- 1 _ -- -- - — —_--- _ i0b Ingl T4s Fa(TE1JD a4eS r:rR ¢ IG' o•c, j 11 AeJV 6,12aureP SEiGTI0kJ t Z' • 6CYo"D EA. SIDE OF _j � `l QFIE IJ I 1114 — -- 1,) FL�r,{a- �'�!�"'fti'1.,�► Yo vE r¢ Grp r��rnr�, MIrJ, ---- u_ --- I,�. rJp. 4�'�2q l•I to IJ�I if +r C.�10�:• PLL, > 9op41'%D _ lXah IUB (; l2"0�• �IE,17. C LJr Ji?�LdG1GCP� �'4 ¢rte S EXTENP / 4e0UT6,P fIsGTIOV 7. p Q,� �T P �►�P►� BE 1J rel D EO, sl ID_ ,OF 11� rx+►6y .� tJf' � W;�r?� L �' dam, f�V �C�G'S �.. 4• = Lod e. Floc. fit?J-o. / z _45' _ \ DATE SCALE 1" EZZANINE FRA1"ZING PLAN _ �l 4 _ - -1 -- - - PROJ. NO. c,l.R vE' . r-o 14e1 CLCL — - ' DRAWN CHECKED JTB I!W'I TSP LIWFI!L ¢ DOOZ _ 13 �'•v� oa• mss oPC�ll�14 I4 L_IrJ- C-_.LS• l,b1_crtr c�N ' -S �5 LI�fEI. �UVER�-IEA[= �v SHEcT N,_ 1' -- -- —_ —-- -- S I i" 11-611 4 Z1481AA OF n H.wl/..n..alYlU, w.. .tT. •,;"••,'i,:,, .:....c -r., .d. .,, ., .,,w..,.;,,•.,.•,1.. -.....,...._ ...sao.::. • / r 1'I'Irlll' 1'I'11111'II��IIIIIIII11111111111I111111111111111IIIIIIIII11111 1�'IIIIIII111111'11111'1'11111111I1111111IIt'IIIIIIIIIIIII'1'1'11I'1 11111'11111,ItIIIIIIIIIIIII1IIIrIr{1111ill 11 I 14,,E: I1 THIS MICROFILMED 2 3 4 —_ J 6 I� _ 8 9 1� _ I I J DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE OR'GINAI DRAWING. OE 62 PZ LZ 9Z SZ 07 EZ ZZ IZ OZ 81 •I LI OI 51 bl EI al 11 01 d I9.-.' -Li- 9—S b JE Z F 1 4 ,n1InNlnnluuhnllunlunlHHIHHINNIIIl1IrnI1111III11INI11nuI1111I111111IItINNIIIIII�I(IIIIIIIIIIII!II111111111IIIIIII!IIIIIIIIIt!1IIIIIIIU!IIIIIIINIIIII{IIIIIIIIIIII111I111111111I1111)I111�IIU�llUUWIIIIIIWIIllIl�UI1llIllIUIIIIIIIlIlI1111IU1!IIIIIIIIIIIIIIIIIIUIIIII MAY 22 � , 1990 - 16'-3'-- — — 1a-l' — 26--s. 16'-3' 11'-1' ' CA 3 S w NO1"�; �GarA .4L UNIT THSFmo- STATS nN E�iqG K5 Ir-yr-- OF COW M N 5 I ' I . 1222 NI(3 H + f )(I 2P,51. 0 h O r in N Iwo W Lv _ o— LL in - ON f200F sQ G UETA I L 2/ •Z 8 D o ON ROoF SEE. DETAi � 2�M-2 � FOR AC L JN I T !$d PPL-11 FY_)�{ AL N.T 5u1 "Y ._J Z ANp #[C�'r'uRtil Du[.1 UI�OP AND RETUi"CN VuC., G�� oN �R 1 ANN 64r4iL..._ES `bEE 1 +T� W o W W w T W J o 1 14-x I(a uP a ciz g CL AG- bG-Z Q w Ak - - — - - - G z J 8 y1, oRplNA-fe�. j?.}cAG'f Lc&ATIoN Y lo rp I F F U �sG uf5� IJ I- 3 WITH LtCrljIH' dj �IGAL. vi n m M 12y7 T p TY ,Z i 1 2� Imo -0 NOTES THIS SHEET - C K5 VHAU5 DN ;rZ,ON MEZj_ANINE I10, 6E'r,tG_F N G r /o -,;Tu G5 1 5 BrXI-IAUST ZN fIFlC)M ''1'c-ANINE 13FT'WF- N Z),b !�)'fuOS 16x16 FROM CEILING RETURN GRILLE UP. PROVIDE VOLUME DAMPER IN RISER. S.A. DN 0990" N16L A.Ni NE_ p, TLJF_Gt 2x� li, :D2 EXPOSED 16x14. COORDINATE WITH GENERAL CONTRACTOR FOR OPENING IN MEZZANINE FRAMING 00 u �\ FOR DUCTS TO PASSTHROUGH. Ib 110 la e —4_ �( 5E E ZI M 2 I g I+�`—�- A O qtr IPN fh.X.'f OFLOPS _ N v RtL,I�Es s�E - IOxI0 -- 14 K.A [)W QOM ^-lr=Z fJINE -- DEtA� 1/M-2 ON R SEF_ Dr:'fA � � I✓C*, AC UNIT 5UFTL_f AND R ruRIJ Duc r �r7 I s r`_�C r A I L_ I/m -2 11 5 '/i 1 1P "� M�eZnNI ,,jE CiO' �I_P50i.J A' 0�TT01` 1 OF K15�R, •{e�---� — , , V► RI�L R, EACH Du LT TO SU�P�Y � ' 75 CFM 69L.01.J PI.ATG-Okm \ ,� - - - --- -_ — - — ---- --— - -- — �Q I- 7_c2_J ` - - - - A13G'JF_ i N Fp,c,E 01= ICAi5E.17 pUgT�Kr�1, I'-I' �1'-1' 1'-0' DATE GROUND FLOOR PLAN — HVAC -F22 aaa SCALE PROD. N0. lie' . I'-D 1401 DRAM CHECKED JTD purl 'CONTA':T HOWARD HANDLEY 94EET NO (509) 659--6394 M 1 rp9oiEC1 NOz'148IAA OF .,;asarr�;��1i�IlII�I1V� A �I�rN�..,.,.,,,Y�,., s � �� -- + - , ., N � - ._._. .__.. � ��V;4. ,".rte,..i.r"!!baa,....,.+-.«....q..-, - +►. _ .. i�III'I�III'I�I('I1I11'I'�.III'11111111('Illlrl('I11111I111�IIrI1111111I111I11'�111IrI1(it1111!I!III111(IIIIIlII111I111I111I111I1t1IiIlIIIIIIIII!IIIIIII�1111t�I11111r1IItII111I!IIIII�I1111111 _ _. _ ..,. .�. . . I t 1 .. NOTE: IF THIS MICROFILMED I 2 3 4 a 6 7 9 9 I'0 I r 12 DRAWING IS LESS CLEAR PIAN _ ----- -'-— --'�► THIS NOTICE, IT IS DUE TO THE QUALITY OF TW ORIGINAL DRAWING. -- --- - --,_.-_ - --- - Of 6Z 8Z LZ 9Z SZ bZ EZ ZZ IZ 02 61 81 LI 91 911 b' EI ZI 11 01 a '6 . 1 -L'- '. Ia.'''''' IS b E Z 1"•A" n1InHIHNIlullnnlmlbullunluulnlllnn(u11hn1lnuh111I1a111U1I111111111Inu�'rIIIIjJI11111IIIIlI11!lllrlllllllllllllllllllll1I1111IIIH�IIIlI1111Itf11IIIIlI11UILIIl�1111IIIIlI1111I111))I111IIIII�IlIW11111U1i111111111wLWU11W�IIIIIIIIIliILIIl11lIUUIIIIIIIIIIIIWI1111 30)( MAY 22 _ _ - - �.. , 1990 I ------------ 20'-10' --- ----- 26_y, ---- - ---- --16"-3' ---- 78' -- --- ---- - - - 26'-3'— 71'-4' -- O I I I I I I I I I I I I I I I I LL EL.z®'-41y EL.2-!z®'-41y0 3ari LZ df 1 6 4TYPICAL S_4 TAF. T.OJLL TOJU. _ I TYPICAL / a•EO r�pf L. 70'-4 �, T.OLJ4 TAF. Ids 1 • C 9 N b II , p• P11RI'IN ice_ 1/1' I Z I 1 LlN I /lz�J �, O L NTIL v x x PUIQLIti ,A, x x x x PURI A A' - 3/8' 15 G PLYWOOD ID INDEX 37/16 Z WITH I5 GAGE X 13/8' STAPLES AT p I -- - I I'-0' ON CENTER EACH WAY IN FIELD \Y N J J J J J J J AND b' ON CENTER AROUND EDGES LEDGER U OF PLYWOOD Z\ 0 LU 4rati _ — I W /Jif 0 �./ a 64 �_. PURLIN 'A' PURL IN 'A' 6_4 M&GF1 uPrl QQ I U a: 0 G-a aCLu C - -- - - --- - ---- f- - -- --- - -- - — - - - -- - - - - - -- - - - ----- - ----- - - -- - -__ - _ - -- -- 2 X 6 T&G DECKING, NAIL EACH Q PIECE TO EACH PURLIN WITH 2- wI9)d NAILS TYP 6-4 PIN jE CONNECTI 3 ui I L+ iiG u • a 's I o ry Q X Q X i n Q i I x x a 6 x � � b � z� r � � x .. U IL I BIMP80N BTRA TI 4 X 6 PURLING SHOWN AT DET IL � I AROUND ROOF / HATCP 9 � TTP _ 13'�TYP I G_4 8.4 I B -- -- - -- - -- - - - -- - "---- ---— - -- - -- - -- - -- - - -- — - — - -- --- - - - -_ _ -- - - -- -- - — ---- 41 - -- - -- I BEAM AND coL.—�l I I IWOP FRAMING NOTES NOTES AND A VIATION8: BY OTHERS I P.M.IN 'A' _ RLIN 'A' 4 X 8 PURLIh:S T.OF. TOP OF FRAMING,BOTTOM OF T 4 G DECKING AROUND MECP U I T.OAL TOP OFWALL (TOP OF PRE86URE TREATED TOF'PLATE) WIT OPENINGS f- 4,,6', EL. ELEVATION I M A u '� I DESIGN LOAC 25 PAF. (SNOW) I x x x x x x �+ x 4 TONGUE AND GROOVE DECKING TO BE PEM-FIR OR DOUGLAS FIR Mm I MINIMUM Fb . 13y0 PSI E - 1400 PGI. LAYUP TO BE EITHER TYPE III J J PURL IN 'A' J J J J PURLN .A, J I (COMBINATION OF TWO SPAN AND SIMPLE SPAN)OR TYPE II i (TWO SPAN CONTINUOUS.),PER W EATEREN WCODS USE BOOK. a I I PUM IN BCF-EDULE , a ( I TYPE 812E I of I I 'A' 3 I/8' X 18' GLU-LAj"I C ■ 3/4' Z 0 J I 2 'B' 3 1/8' X 16 I/2' GLU4LAN C - 3/4' in 8-4 •C' 3 I/8' X 13 1/2'GLU-LAM C - .R' u. LEDGER -� �- �ROCERY STORE) ��Q I EL.73'-b'_ i TOP OF FRl-1G• y TOP OF WALL 8-4 J c I8 ✓ � Y EL.23'-6, I LL 8-4 EL.26;-0' I G'4 2 '-0' T .W. TDAL T,O.F. T.OAL _V V D,-TE i E13 22 SCALE PROJ. NO. 1/8' - i'-0 ,481 ROOF FRAMING RAI G FLAN DPAWN CHECKED -- JTB RLM SHEET NO 5 - 3 Z1481AA OF i t nnlrw.r.u.,•,,,. :- r1�lI1�/I1�1µIIII�IIIIIII(��I�II1�111�1IIIII1�1I1�1II�IIIIIIIIIII�IIIIIII�III�II11lIIIII1111111I1�III�II111I1!III�III�II1�1I1�IIIIIII�IIIIIIIIIIIIIIIIIII�II1�1)I 11II�III�IIIIIIIIIIII1t1111I N)TE: 1 F'TH IS M ICROF ILKD Li 2 3 4 _---_ 5 6 7 8 9 10 -- 12 1 DrAWIN3 IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAW►NG. OE 62 92 LZ 92 SZ 02 E2 22 IZ 02 61 BI LI 91 SI V EI 21 11 01 -` •I9- L ' I9 IS--.-'-.-Ifp Ie 2 I"•�■' inllnuhullnulnnluulNnlnuhuN1111I1111I1111I1111I11NII111I11UIl�IIIII�IIIIIIIIIIIIIIw,�U11I1111I11!1IIIIII1111IIIIlIIIIIIIIIIIII!IIlIN1U12,lIUIIIItIIIIlI11UIII1�I111IIIIlIIIIlI1111IlUlIfIUIUIWIIIIW�IlIlI1111111ll�lllllILLI111111111UUlllllllllll1111IIgII1WIll11 MAY 22 11990 Z Fc R E DE t�1. e-'Ao N 14 'r 2b'-1. 261. P,f,TA i L 5HT f Z z 0 V) LAJ 311 1 0 z 4- r+- pr) Ln Ir of 3 it 11 Ir *3 3'1 311 0 04 E&T r0 T pq 0 15T I n 2--fD 8 f-1,A(-T LOCA T-10 J Z r N Z LiF, Pop, LD�,J-rl N UAIl ON W W 0 wJ W I w 0 () 6 z IL L 0 z 07 Y2." j y 4 2 21 I i �� V1 rn it =A WI 6 7-'ZAKJ I W E- .0 lo III 14 SA vs 13 ELvw 0,x Fo5 fP 21 900r STRL46rLAr z YL a PL 11 1 II 7 Vill z 11 Ir 2 2 Yz 9. 2 V?." Illy?. Ir III C� II - ' jE�, �,GtiJ•i'IIJI.IA'1'IOI.I P V TI-ST >- r,7 R A M VA UW� M r.- -r-;L i r4 K i. z- e?Hr P-?- PLA N Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z .. Z Z Z Z Z Z Z Z Z Z Z Z Z Z=Z=Z=2=Z=Z=M-- z 7,7 7 7 V 7 1 z I I I I 4 DATE GROUND FLOOR PLAN FIRE SPRINKLER SYSTEM --r-se, vz I cl 3 5 1/611 us I,.Oil SCALE PROJ. NO. 1461 DRAMM CHECKED ITS pirl CONTACT: HOWARD HANDLEY T NO son 00* IBM--153*4 p 3 PROJECT NOZ'1491AA OF 4rAqM r x ft. 04 NOTE I F TH It. M ICROF I LMED 2 3 4 5 6 7 8 9 i)o DRAWING, IS LESS CLEAR THAN 1HIS NOTICE, IT 15 DUE To THE QUALITY OF THE ORIGINAL DRAWING, Oc 62 82 12 92 S2 tpz cz 22 12 02 61 91 LI 91 sl t-I EI al 11 01 6 a t 9 s t- c 2 1 mule. 111111 if[hi III III I I I I 111 11 it It 1111111111 11111111111 Ill 1111 1W11.11111 ill 1111!111110111111111111111111 .__�- MAY , 19 9 0 � . ow I Y2 �1 261-5' ------- �-'�' u.-1' --- -- - ---- 2a-l� 2i—D' ?1,-2' 1990 V, W cr I I , I I CIDP , F N C, -I -R s F 16-b' - = All ra 4t 24. $.V. 833d p' 22 b L 4 to, L. 4 2 4, r 1 OHc60N;Co ^.,l 1 �� 1ti, • i IN, b 37 39. 41. 37 3 . 41 37 3`+, 41, 37 9 41 37 39, 41. 37 39 41, '9m A A A Z Ld e b A —31 'S1 r - 1 IL 33. 3 :51. 35, 35. 31` � •33. '�. 1 3 ___ 3� 31. 33 3g - � ` 31. �� 35 � o �- �, 25.27,L9• I I J Q N -- -=--fir--r _ - s-- 27 29 25. 27. 2 , 25. 27 29 25. 27 st 25 27 29— 25, 27, --r 29 �1D J �(J ° to 3 TY IGAL F 1-YPIrrAL W o u z _ � cr _ Z5, #� o - - - _ -- I't • 19. 21 23. 19 21. 19. 21, 23 19 21, 23 121, 23, 19 21• 23 19, 21, 23 Ib - -- - z Ip 410 *10 X10 410 12 X12 t�10 *12 +112 #12 - - 17, 3 15 17, 13 1 i 7 1'�. 15, 17. ---- 14, 13, 5, 17, 13 15 17. 13 15 n 'O v; lo. •124- ?'14 G'�F10 +f10� #lU iF10 +f10 � X10 X10 A1C; * 0 �1 i=10 X12 x'10 x112 ' � I" � — _- -- - - --- - - -- - t'A ' 7 9. 11 7. #tlp 1t, • 36�X0,92 '9ce b bS10 410 0 0 *10 X10 410 10 +r:10 #10 X12 # 12_ *1 'rH'4\ 3. 5. 1. 3, 5. 1 3. 5. L 3, 5. 3. 5. 1, 3 5. X12 #lo ALL LICC,HT FiXTlJZE5 T1�PE k THIS a Ir.,• �'�/4'��' AREA IINLE5 ) OTHEI-WIS NOTE.). $I�� +�10 ict0 1F10 �►`10 �1Q X10 410 X10 101 �2, 111, silo t�12 I� 'A' 38 40, 42 38, 401 a Y 38, 40, +z. - 38. 4-0. 42, A 4a T2, 42, 3b 4o, 42 a-2c,.28.30, 1tI'L rx a 12 • 32,3q,5(a. ' �o +4►10 i0 X10 #10 x110 410 .•10 x112 X112 10 412 �Ip lG 16 34. 3e, 32, 3Co. 32, '5♦, 36, 32 4, No, 32 34, ?5rv. 32 34, 'tit a NO / w 14, ' 3/A"� X10 410 t-10 410 X10 X10 410 t1�12 X110 #10 412 #12 +�10 16 • 2k, 28 ?0, 2(c, 28, 3 2b. 28. 30. 210. 6. S0, (n, 28 50. 270 26, 30. 2(c, 28. 30. • r 10 24, 4 E3 TYPI L 4' TYPICAL O O - 11n �►10 +�10 *10 X10 *10 1 #iD s1 #10 -10 7x10 +�1 it 2 oto _ 2� --T • 20 22. 24 20. - '1 22, 2 20, 22, 4, 20. 22, t. 20 tllr, 22, 24. 20r 22 24, 20 I 1 I I Till • x8 46 $11: ttt3 410 +110 xCI0 10 1►10 0 410 �: 10 1010 110 1Z 012 -#'1100 E-� 12 I I • 14. RI — _ e 14, Irv. 18 14 110, 1 14 1�0. 18. 14 'ra 18, 1 iio 1`3 14. 16. 18 14. tw 18 I X4012• E 2, I� • �"I"c, •1A �PJ Ib, It at8 =10 *10 1010 * 10 10, 1 �}, -� --- _--- - —_ -if>, 2 8. 10 12, 9. �- I_ L- �Q�1L E-t3 • IS i(—/- E�' 19• �� I tc >t I sf ft II it 3 8 8 8 8 t3 8 IL-10 B s t xt 8 td 10 10 X110 l Z *10 at 12 #10 #1 12 _ 2, 4, /a 2 4 Co 2 4, !r 2, 4 —T---�- - -I- - -T—� • 2, 4 ` EM' \ / Y °ID 7' �/,'— \ �� G G' a �' (,OO�G'I�1.dTl% (A►JOP✓ -�". ."--® GONG=i�URano►J PR1oIC 17. 1 7 I`1 17, 19.- 17. 19�— 17, - - �� 19. "l0 17. I/. 19. 17. 19 I), TO RDI1�-11.1 AND 13,x.13 13, 13 -ot t 15, 13 t r \J CANOPY ELECTRICAL !F 10 COORDINATE CANOPY CONSTRUCTION PRIOR $EE 3 1"YICq L OF FOUR TO SUBMITTING BID PRICE. TYPE OF FIXTURE o AND QUANTITY SHALL BE COORDINATED FOR COMPLIANCE WITS? INDIVIDUAL STORE STANDARDS. DALE I'IiEt7j Z2, 1j&6 _GROUND FLOOR PLAN - LIGHTING _ - .--- r-- SCALE PROd N0. Ike' • I'-o 1481 DRAWN CHECKED JTN! IW II SHUT NO - E1 4- 481,4,4 OF I +.++ten �. �► ,..,,,....,,. -� 1 111 III 1 III11111111111�IIIIIIIIIIIIIIIIIIIIIIIIIIII1111111IIIIIIIIIII11111[1111111I1111111IIIIIIIIIIIIIIIIIIIII111I111III1lIIII111I11111Ill II11111Jill III 11I1'I1111111111111IIIIIII�I1111111 NOTE: IF THIS MICROFILMED .r 2 3 — 51 E? 7 e 9 1 O 1 1 12 �. DRAWING IS LESS CLEAR THAN THIS NOTICE, I1 IS DUE TO THF. QUALITY OF THE ORIGINAI DRAWING. ---- --- ----- ----- ----- OE 62 82 L2 92 52 b2 E2 Z7 112 U� 61 91 LI 91 9ff1 101 EI 91 11 01 6 Ip-..' .•!L'''.''.•.I9•..•''.''IS Ib E 2 I"■�F' toll III NI HHI NNIIIIIIIu1InNI•IIIHNI uIIIIII1II111II111I111111U111U1I1U1IU11111Ill111111Ill141111111IllitIll-1111111 it11I1111111111Ill 111►IHUI'I11111111111111IIIIlI1111I1111II111II111I1111I11111WII111111IIIAiLlllll1�11�11t11IL11�lLIIWIIIl1111111IIlllllllllidjmIII11IIWIIIR MAY '� � 2 '-o' 160-3' 2b'-3. _I 21' 1' u'-�' - - --- _ - - � �. I _ NOTES THfS SHEETj --_---� a�'_d• I'1'-1� Q STUB UP INTO ACCESSIBLE CEILING SPACE OF PROCESSOR/SECRETARY ROOM. - - ---- SEE NOTE 9 ON S/IE£T E1. !n /`1� TO TELEPItQNE TERMINAL BOARD IN MEZZANINE. SEE MEZZANINE PLAN. Z QD ONE 2- UNDERGROUND PVC TELEPHONE SERVICE CONDOiT. COORDINATE N POINT OF SERVICE' WIT if TELEPHONE COMPANY. TERMINATE CONDUIT AS S DIRECTED. INSTALL PULL MIRE IN CONDUIT. PROVIDE TRENCHING AND iW BACKFILL AS REQUIRED. w PROWALLIDEAU TEfRMINATETAT 12' ABOVEOR ALARM.FINISHED FLOORBWITHUP TPLASTIC INS LAN ON BUSHING. VERIFY EXACT L. CATION PRIOR TO ROUGH-IH. r ® PROVIDE 1 2"C. FOR ALARM. VERIFY EXACT LOCATIOi- AND HEIGHT OF TERPLASTIC INSULATED NAT I AVE FIN IN SHEDFLOOR P '.OR TO ROUGH-IN. TERMINATE + G. I I i G PROVIDE ELECTRICAL CONNECTION TO MECHANICAL EQUIPMENT AS DIRECTED BY MECHANICAL CONTRACTORc COORDINATE PRIOR TO OUG14-IN. :7A�6 T 10 10 III iO LOCATE AIICEEX RECEPTACLE. ON RUO#- NEAR MLCIIANICAL ELUIPMENT. FOR,.MAINaw NOT USED. F i O REFRIGERATOR, VERIFY EXACT LOCATION PRIOR TO ROUGH-IN. `�/ BOILER. 200 VOLT, 3 PHASE. 7.5 11P, 25 AMP; CUNNECT COMPLETE AS Q DIRECTED BY SUPPLIER. VERIFY EXACT LOCATION PRIOR TO ROUGH-IN. 1Q 11 CONVEYOR SYSTEM, 200 VOLT, 3 PHAiE• 9.0 AMP; CONNECT COMPLETE. / W MATER HEATER, 5.5 KW, 20B VOLT. 1 PHASE: CONNECT COMPLETE. F1 1O Iv1rL / 0 MOUNT 3" ABOVE BACKSPLASH. IF NO BACKSPLASH, MOUNT 3- ABOVE Z COUNTERTOP. Qo'24 19 (� N I� I� �7�1� FIRE SPRINKLER VALVE ALARM JUNCTION BOX. VERIFY EXALT LOCATION p�G l'N(�r\ Iq P PRIOR TO ROUGH-IN. C / C � V �'•_ ��_1 I1� --- - - �-1-- 1(y, '-'� 1 s I i'�M+ 1-) ` - - 4— OUTLET PRIORI TOP ROUGH-IN. IIONE. fVEfi1FY HE IGIIT AND EXACT LOCATION OF _ 1 I 1 'L4� •- l a`i�• f t r'4•!- 7 1 NUMBER 2 UNDERFLOOR DUCT-,. -_ \ rf 16 THREE ,h/ \ _. - I 7 NOT USED. OREc,ON 1i ,//77 � I ® SEE MEZZANINE POWER AND SIGNAL PLAN FOR CONTINUATION. _ Ind ► 1 L I O a) IF MALL IS TO BE CONSTRUCTED OF BLOCK MOUNT DUPLEX RECEPTACLE E` �V E 1 H9RIZONTALLY +1- ABOVE FINISHED FLOOR. b) IF MALL IS TO BF CONSTRUCTED OF TILT-'1P CONCRETE NOUNT DUPLEX L �l'1• RECEPTACLE IN FLOOR AT BASE OF MALL. Oro CH ECK51ANDS.OVIDE EXACT ON OLOCATION X AT USHALL BE COORDINATED E FOR SECURITY TPRIORSTONROUGHE t IN. EXTEND 3/1- EMT TO ACCESSIBLE CEILING ABOVE PHARMACY. Q PROVIDE 120V DUPLEX RECEPTACLE ADJACENT TO TELEVISION OUTLET FORLn g M d G � PROVIDE FEEDER FOR HVAC EQUIPMENT FOR EACH ZONE AS SHOWN BELOW: Z d I Zon S1 - 3-I1, 1-1/2- EMT. 125A-3P BREAKER W Iv � _ 3-/1. 1-1/1- EMT, 70A-3P BREAKER 1v 3-/6. 1' EMT, 50A-3P BREAKER I SEE CLIMATE ZONE NAP, DETAIL 3/E1. Nl 19 S � o a Yr4G - FLOW VA.L`✓E F- - } 1- . rn -I '/ ¢ 1 '4 _ J i I dG T — F•IgII I f / �` Z 'r f'1:1? StJ,1Gri ID Co L ` o KW-� T� 1 ! 20 v h I I I I �P 2�dv 't'4)) M� J W W I�,I� ►JP �J� I � 1 - ^�T W 0 L W q L /r J / - LL r Q o cj_ Z0 00, Of II � �� I f - Y T- - - r - -I Ir r -i r - n r C � r - � r - � r r � r � r �- r �� r � r � r Ilk I 1 s. ' 888999 s,17. I I I I I 171 I / L _ J'� L - J L -i L _ J L _ J L _ J I L - J L -. J L - J L _. J I L J L _ - L .- J L .- J L .- .� L. - -1 ` 8 0 D T 19.21. I I • I - E All 7. '14 c' -?-� 1 -1 '**, * 4�__] 111111111111 1-7 ol F 13,15.17 skv, PANE - � � , 1 7-1 E r11t / "l Its ,4 -- - .---- - I � .,.._ �_ — — �P — ._ 2' ��• -2 .�� -- - -� � �• �u 5 5 `� �c__� Iq ��'W � � � 1q DATE 19 Soo GROUND FLOOR PLAN - POWER AND SIGNAL SCALE—� PROJ. NO. 1/0' . V-0 1401 its" - 1'-0• _AWN DRAWN p1ECMED JTI3 IED'+ SHEF f NO E 2 V 481 AA of 1 -�- ._ .. f�11111t1111�111111{IIIIL(��ItIIIIIIIILIIIIIIIIl111I111111tlllllllllll)I1111111�Iltlllll111{111I1111111IIIIl11tIIIIIIIIIIIIIIIIIItI'11111111111111111111111{IIIIIttIIIIIII�IIIIIIItllilllltl{III NDTF: IF T:1ISS MICROFILMED t2 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DOE TO THE QUAL ITY OF TIE ORIGINAL DRAWING. - -- ----- - -----_..__-__ OE 62 BZ L2 92 52 42 E2 22 12 O� 61 8t LI 51 SI bl EI 21 It 01 6 9 L -I9 9 b E 2 1"a"- i IN1lnnhnlluulnnlnlTll:ulnll{nitlu111111111►1111;1t111fl{111111tt){tutlt1111)1u111t111itil�lllitil►Ilillt;Illm{IHi1N11{I1ltllilill►It1U1t1tUtlNld1t111tINltlttltihtlNitluuln1t1u1t1Wllltlllllt�t�lll111111U11llt�tW1u11�N11WdUulUnllullWlltltl MAY 92 a , 1900 ELECTRICAL SPECIFICATION SYMBOL SCHEDULE ALL WORK SHALT COMPLY WITH APPLICABLE CODES, S ,ANDARDS, MANUFACTURER'S 0 , 0-4 INCANDESCENT AND/OR H. I .D. LUMINAIRE (SURFACE MOUNTED, FEEDER CONDUIT I ( RECOMMENDATIONS AND THE LATEST EDITION OF THE HATIONAL ELECTRIC CODE. BRACKET MOUNTED) ALL WIRING SHALL BE IN CONDUIT EXCEPT LOW VOLTAGE CONTROL THERMOSTAT ® Q-i EMERGENCY EXIT LIGHT g 8 DOUBLE LOCKNUT -- - - WIRING AND iii-EPHONE RUNS. ROUGH-IN AND EXTENT; CONDUIT TO ACCESSIBLE CEILING. ® Q INDICATES EMERGENCY AND/OR N.L. LUMINAIRE, EMERGENCY CIRCUIT MINIMUM NO. 12 CU. SHALL BE USED FOR POWER AND LIGHTING CONDUCTORS. DO CFLUORESCENT STRIPLIGHT W =r - NOT CONNICT LIGHTING LOADS TO POWER CIRCUITS. NO ALUMINUM WIRE ALLOWED. db DUPLEX RECEPTACLE - WALL MOUNTED o-Z GROUND BUSHING ------ VERIFY ALI_ EQUIPMENT LOADS WITH EQUIPMENT CONNECTION SCHEDULE. VERIFY lb SINGLE RECEPTACLE - TIME CLOCK, VENDING, ETC. - WALL MOUNTED ANY DEVIATIONS WITH ENGINEER PRIOR TO CONNECTION. GROUND BUS — ------ C� IONIZATION SMOKE DETECTOR, CONNECT TO FIRE ALARM BRANCH CIRCUIT. . VERIFY ALL TELEPHONE OUTLET LOCATIONS AND COORDINATE INSTALLATION WITH Ic= LOCAL TELEPHONE COMPANY. PROVIDE 2" PVC SERVICE ENTRY AS REQUIRED, p THERMOSTAT 3/4" CONDUIT FOR ONE OUTLET, 1" CONDUIT FOR TWO OUTLETS, 1-1/4" CONDUIT FOR RECEPTION AND CODE-A-PHONE, CONDUIT TO ACCESSIBLE CEILING SPACE. Aa MOTOR c I,�• �, o PROVIDE PANEL SPACE: AS REQUIRED. PROVIDE M6 CU. GROUND WIRE. - - r_� T MANUAL MOTOR STARTER z HUBBELL CASH REGISTER RECEPTACLE IG-5362 COVERING SPECIFICATIONS. I BNFL F (D CLOCK OUTLET AND CLOCK _ �� •---� ALL. LIGHTING CIRCUIT BREAKERS SHALL BE SWITCH DUTY, REGARDLESS OFiN� fs'\ ALTERNATE CONTROL. • FLEXIBLE CONNECTION TO EQUIPMENT , '~�a33e '� I. / t3-2m• q �' 'A BRANCH PANFL----------- - ALL BREAKERS SHALL BE PROTECTED AT 65,000 RMS SYMMETRICAL AIC. a, CODE APPROVED DISCONNECT Of 9 y OHLGOH^, --+ BBIB DOUBLE LOCKNUT AND — - PANEL. ASSEMBLY IS TO BE SQUARE 'D' AND MUST BE BOLT TO BUS. LIN FLOOR POWER RECEPTACLE TELEPHONE AND INTERCOM, USE HUBBELL ,o, 0-Z GROUND BUSHING BOX 84333 WITH S3825 POWER GROUND, S -2429 FOR PHONE AND CAT 1, A, TYPE IGB. LUMINAIRES SHALL BE SUPPLIED WITH MARK III BALLASTS. SOUND. THREE-GANG BOX WITH DIVIDERS. EXIT LIGHTS SHALL BE FLUORESCENT TYPE. 6-V TELEPHONE OUTLET STANDARD WALL , SUB-FEEDER CONDUIT EMERGENCY LIGHTING IS TO BE INCLUDED AND SHALL BE CIRCUITED THROUGH TELEPHONE OUTLET STANDARD WALL HUNG SEPARATE CONDUIT SYSTEM. z O JUNCTION BOX INCLUDE IN BID TEMPORARY POWER AND LIGHTING. W3 N ,A� (] SPEAKER FOR MUSIC AND INTERCOM •- ;� -- — CONDUIT FOR AIR CONDITIONING MUST ALL BE INSIDE WITH NO PANEL ON ROOF. 8 ::) o A A' 2 TYPICAL BONDING AT BRANCH PANEL O PUSHBUTTON NOT TO SCALE ALL SWITCHES TO Rt SIERRA, 20 AMP RATED, DUPLEX RECEPTACLES. BRYANT 52421 OR EQUAL. li BUZZER AND TRANSFORMER, CHIME AND TRANSFORMER \Y N r PROVIDE PHOTOELCCTi%IC CELLS AND TIME CLOCKS AS REQUIRED FOR CONTROL OF BELL AND TRANSFORMER Z z EXTERIOR SECURITY, PAF.KING LOT, CANOPY AND SIGN LIGHTING. J W 0 00 FLOOR POWER RECEPTACLE SINGLE GANG BOX, HUBBELL 82436 WITH � � MAXIMUM AVAILABLE RM; W: SYMMETRICAL FAULT CURRENT MUST BE COORDINATED S2425 0 1-71, WITH UTILITY. THESE BREAKERS MUST BE CAPABLE OF INTERRUPTING MAXIMUM 6 FAULT CURRENT AND ALSO MUST '_IMIT LET-THROUGH CURRENT SO AS TO PROTECT -+I-�A-6 HOME RUN, NUMBER OF CONDUCTORS, PANEL 'A' , CIRCUIT M6 W, 10,000A. IC BREAKERS IN BRANCH PANELS. WESTINGHOUSE 'TRI-PAC' G.E. Q j LUN11�A NKK L 'TRI-BREAK' , WESTING40USE 'CURRENT-LIMIT-R' OR SQUARE 'D' EQUAL . CONTROL LEG NUMBER OF CONDUCTORS IrJ o A - --- -- -- -- ----- -- -- --- NL NIGHT LIGHT Z V I z C --- ---- -- -------- - - -- ,- ® PHOTOELECTRIC CELL > 1'VL FLA ' ;IN(� 19 TIME CLOCK a NOTES THIS SHEET J - G FI GROUND FAULT INTERRUPTOP Y _ 0CONTROL INBOARD LAMP(S) WITH ONE SWITCH AND OUTBOARD LAMPS WITH THE 3 -__- OTHER SWITCH. Cr CURRENT TRANSFORMER �' r� 2O CIRCUIT INBOARD LAM?(S) ON EMERGENCY POWER AND OUTBOARD LAMPS ON ®MDP MAIN DISTRIBUTION PANEL --- GONC>U�T NORMAL POWER. M \ ATT Ac H SECUKELY Ir SUB-DISTRIBUTION PANEL B �•n• ELECTRICAL METER PER SERVING UTILITIES JUt".I(-TIr)r i BU,< -- - -- -- A1 -- ------ - - UNDERFLOOR DUCT ��-FEEC-..PcvT t IDLJI - - l I UNDERFLOOR D'JCT OUTLETS (COMPUTER POWER TELEPHONE) F' © © COMPUTER OUTLET SINGLE POLE SWITCH Q $3 THREE-WAY SWITCH WP WEATHERPROOF $p THREE W'Y PILOT LIGHTED SWITCH Qq. _ L r)(TENU ?O $2 TWO POLE SWITCH 4WD' 401 \\ 4F1 2`i 2 EX}lAl1ST FMJ FF-I /- CONDUIT ELLED UP g - -- 3 SIGN LIGHT MOUNTING METHOD_ �- �1. CONDUIT ELLED DOWN O NOT TO SCALEE b FLOOR POWER RECEPTACLE TELEPHONE AND I TERCOM, USE HUBBELL BOX I 2� B 4233 WITH S-3B25 POWER GROUND, 5-2419 FOR PHONE AND INTERCOM. TWO- L•. 9• D29.31. N�L 'O GANG BOX WITH DIVIDERS I IFx'30• PdJEL E' C,.ROUNO WIRE ® RlsE55ED H Lt) C)OW14L-16HT TT 24.32, J c -c. - El LINC4/ROOF Si T -R1IGTURE LIGHT FIXTUR\E SCHEDULE ' CLOSED AYE BOLE�13,15• \----15' HOOK �_- �� I MANUFACTURER CATALOG NUMBER LAMPS REMARKS _� - JACK CHAIN I ♦I�l 'A' LITHONIA C296 2-F96T12 CW PENDANT MOUNT _ 'B' LITHONIA C248 2-F48T12 CW PENDANT MOUNT I 'C' WESTINGHOUSE SG-4424 TOP A 4-F40TI" CW RECESSED E1.3I I I -- FIkTuRE HANGER `D' PRESCOLITE 3085 2- 1`40T12 CW WALL MOUNT, 3" ABOVE MIRROR G -TYPE 'A' LIGaHT FIXTU2E 'E' LITHONIA C196 1 -F96T12 CW SURFACE MOUNT 1 ,, 'F' LITHONIA LB 240 2-F40T12 CW SURFACE MOUNT - ---- - �%I *q G LITHONIA A1- IOo�- AgP, loo wAT-i HFs RECE-55Ec� `-- 7t � FfZoVIDE ONE PoR.GELAIN KEYLE54� ' LAMP HOL.DEtz SIMILAR, 70 EArCrLF / tr-(PO4 AND ONE too ii 'A' LAMP- I 'H' SYLVANIA AK3P-70HPS-120-PC 70 WATT '{PS WALL BRACKET II ) 'K' LITHONIA S140RS 1-F40T12 CW UNDER CABINET IN PHARMACY. �1► 4 TYPE 'A' LIGHT FIXTURE ---- 1: I TUBE GUARD. - __- _ II I 'L' HUBBELL QL 505 500 T3q SIGN ON CANOPY, AIM AS }- MOUNTING METHOD - - �� l J D'.RECTED. NOT TO SCALE 15, 'EM' PRESCOL.ITE 73132 F6T5CW BACK MOUNT A1JD CANOPY MOUNT. DATE F605 2 Z, 14SZ3 NINE FLOOR PLAN - LIGHTING y111� / DIRECTIONAL ARROWS. SCALE PROL NO. 1 M Z.�A _ Ace,F_ ��©•_� _o• G�ILINGLSPtlC-E I 'X' PHOENIX DL-300-060-2 1-120 WATT R40 WALL MOUNT; FURNISHED BY I/o' • I'-c I BI-MART. INSTALLED BY DRAWN CHECIciD \ CONTRACTOR. ie %it 5. F)`HARMACY !RESTROOM-- 'Y' LITHONIA C240 2-F40T12 CW "ET N.0 LIGHTING/ POWER/ SIGNAL- 1ST FLOOR E3 ► ` h►I•-r-o• Z1481AA► o� I lei 01 N I I I � . ( I I I l I I 1 � I I I � I ) I I I l I ( ( I I 1 I I I l I ( I II I I 1 I I I 1 �• �,� . - ----,----- i - '1111111 III It 111 111 I n III 111 111 111 111 111 III 111 III 111 III III III III III III 111 III 111 III 111 111 III 111 III III llt III 111 111 111 111 f11 X11 III 111 111 III 111 III III _ NOTE: IF THIS MICROFILMED 1 2 3 4 - - 5 6 7 8 9 10 I I 12 DRAWING IS LESS CLEAR THAN --^ THIS NOTICE, IT 1S DUE TO INE QUALITY OF Tlf ORIGINAI- DRAW I NG. --- -- --- OE 62 92 LZ 92 SZ 62 EZ ZZ 12 OZ 61 91 LI 91 91 bl EI z II 01 6 I• IL- . 1. I9 S b E Z I"•« III If II IINIdIII I I II I I IIIIHNIuuINNITINhullunhlnlnldnullu111ullnnlln111u11n1IIWI1Bt1111u1u!lllnlluulnithllll1Hlhltfll►tdl 14111 Ili liiflluulim MAY 92 91990 , I � • 9 DUCT _ LEGEND NOTES THIS SHEET GLULAN IEAN - -- __.�� --- - jQ x 14 RG-1 �` - � 14x5-1/2 SUPPLY DUCT DOWN IN WALL lO FIRST FLOUR. , Z � c ® ® LA V ACMATICALLY LVED 7.3 TON SUPPLY AIR RETURN AIR EXHAUST AIR OUTSIDE AIR O TRANSITION AS REQUIRED FROM AC-5 INLET TO 18X32 RETURN PLENUM WITH SUPPLY 116 RETURN - -- - RETURN REGISTER MOUNTED ON SIDE OF PLENUM. ROUTE 16X16 DUCT DOWN 30 x18 RG-1 FROM PLENUM TO FIRST FLOOR. QoQ 10 TON - NECK SIZE AND NECK SIZE �3� TRANSITION AS REQUIRED FROM AC-5 DISCHARGE TO 32X18 SUPPLY PLENUM. i DIRECTIONS Of j,.' ROUTE 14X16 SUPPLY DOWN TO FIRST FLOOR AND HORIZONTAL BRANCH AS 3TC x 2 Z RG-1 6X6-4 CD ' FIX C^G SHOWN. \ 6 Q O O 13 TON o `150 �•_ 00\ z `- TYPE �l\ \-- TYPE ` - - CFM - - CFP. D SUPPLY DIFFUSER RETURN/EXHAUST GRILLE ,,. EQUIPMENT NO UNIT CONTROLLED x SG-1 O ' 3d 5 ?Q �-t--CAPAGI7Y AC-I 750 7.3 TON EOUIPMENT SYMBOL ROOM THERMOSTAT - �> 30 X 6 SG-i 1250 10 TON VD VOLUME MOTORIZED — DAMPER DAMPER 3o x 8 S153-1 _ FD -1500 IS TON /K 11.„JJ r� -� r+ i FIRE DAMPER l�-1 ITION TO AR T F— -i - r' ROUND FIRST 1 I I cv Tl W N "'1 N �pE ---� CONNECTION �--�t� TURNING VANES J ? o _1"` DUCT ISOMETERIC NOT '10 SCALE J Z 0 DIFFUSER , REGISTER AND GRILLE SCHEDULE VOLUME J � � _ 2 SYMBOL TYPE_' FACE FRAME STYLE DAMPER FINISH MODEL N0. REMARKS_ W � � 0 a o> J �Q CDA CEILING DIFFUSER PERFORATED VERIFY YES STANDARD CARNES T W a WHITE SPSA ~ - - 0 o CD-2 CEILING DIFFUSER LOUVERED FLANGED YES STANDARD CARNES (L WHITE SAFA Z CV w I CRG CEILING RETURN PERFORATED VERIFY NO STANDARD CARNES ;j ` z t✓ — - - - - ---- ._. - - -- GRILLE WHITE SPPA 4 CEG CEILING EXHAUST ERFORATED VERIFY NO STANDARD CARNES GRILLE WHITE SPPA w Y RR SIDEWALL RETURN LOUVERED FLANGED YES STANDARD CARNES REGISTER WHITE RTLAH vi 3 1 - ---- - - - RG SIDEWALL RETURN LOUVEIED FLANGED NO STRANDARD CARNES rt GRILLE WHITE RSLAH ASTORIA rQ1i J EG SIDEWALL EXHAUST LOUVERIO CLANGED NO STANDARD CARNES ZONE 2 O PENDLETON GRILLE WHITE RSLAH PORTLAND RG-1 DUCT MOUNTED EGGCRATE FLANGED NO --- CARNES RETURN GRILLE 1/211/2"X1" RATAF LINCOLN O 0 SALEM 0 BAKER CITY _�. --- NEWPORT AI-BANY ZONE 1 A,L-(� L10 _ TY •L EQUIPMENT SCHEDULE ZONE 3 EU NC O N ON,AR �- -•_-- �.__.__ _' I O BURNS SYMBOL_01 DESCRIPTION CLIMATE ZONES (SEE ZONE MAP)* COOS BAY 0 ROSEBURG oo AC-1 PACKAGE ROOFTOP AIR CONDITIONING UNIT WITH GAS HEAT. ZONE 1 AC-2 6,200 CFM AT 0.40" S.P. AC-3 COOLING CAPACITY: I77 MBH TOTAL COOLING AT ARI CONDITIONS. GRANTS 0 MEDFORD AC-4 HEATING CAPACITY: 260 MBH INPUT, 213 MBH OUTPUT. TWO-STAGE FIRING. PASS 0 0KLAMATH FALLS LENNOX MODEL GCSIIA 853. /P--I 1-76 AC-1 PACKAGE ROOFTOP AIR CONDITIONING UNIT WITH GAS HEAT. ZONE 2 om KC)O r AC-2 5,000 CFM AT 0.40" S.P. AC-3 COOLING'CAPACITY: 119 MBH TOTAL RI 10,�,10 Uf' -TO C--FL - I AC-4 HEEATING CAPACITY: 260 MGH INPUT,CNG 2113IMBHAOUTPUT. TWO-STAGE FIRING. CLIMATE ZONE MAP $.5 E1,0Au57 U►.I TO LENNOX MODEL GCS16-1353. sryrl„1irj�N 1ruDt, AC-1 PACKAGE ROOFTOP AIR CONDITIONING UNIT WITH GAS HEAT. ZONE 3 �- -- 12x5 FjLt-1AL1�,ff DN 'r0 ( 94LAJO FL.#, AC-2 1,000 CFM AT 0.40- S.P. bETI,JI�r N STI;OS AC-3 COOLING CAPACITY: 89 MOH TOTAL COOLING AT ARI CONDITIONS. ' AC•4 HEATING CAPACITY: 200 MBH INPUT, 160 M3H OUTPUT. TWO-STAGE FIRING. 12x12 LENNOX MODEL GCS16-953. _ i2_ 0- �'I_ AC-5 PACKAGE ROOFTOP AIR CONDITIONING UNIT WITH GAS HEAT. ALL ZONES x5 !$uPPLY AI•.+D RS-rL,IZJ 3,000 CFM @ 0.7" E.S.P. ON '"1 .11 - Iv> 1n G U p01.1V TU (-A1 0uQID PL-9. Tt�JEEN Sit. iS COOLING CAPACITY: 89 MBH TOTAL COOLING AT ARI CONDITIONS., , 1 2.12- - ,,, � HEATING CAPACITY: 200 MBH INPUT, 160 MBH OUTPUT. TWO-STAGE FIRING. AC UNIT .06E pc:-: L _ --- $0.8 L.tiEr,1 r-XI-tAU5'f UP LENNOX MODEL GCS16-953. TD ��'2 COORDINATE EXACT DETAIL 16 Y.I2 ' 14 112 Zp0 ( AC-6 PACKAGE ROOFTOP AIR CONDITION)NG UNIT WITH GAS HEAT. WITH AC-UNIT MANUFACTURER FRI 1,920 CFM AT 0.7" E.S.P. ' 1211E COOLING CAPACITY: 58.5 MBH TOTAL COOLING AT ARI CONDITIONS. GASKET--- - r Wfa 10 HEAT[NG CAPACITY: 75MCH INPUT, 58 MBH OUTPUT. i - 2 X 10 OR INSULATION ,� G LENNOX MODEL GCS10(X)-653-75. f1Y x12 ACEUNI8CURB 7 MANUFACTURER-- 7� EF-1 ROOFTOP EXHAUST FAN. 375 CFM AT 0.35" S.P. 4 x CARNES MODEL VEDB-08-E2. _ FLASHING / EF-2 ROOFTOP EXHAUST FAN. 200 CFM AT 0.25. --ROOFING CARNES MODEL VEDB-06-B2. , -CANT STRIP / --LEVELING STRIP Aga iZ41 'VERIFY AC UNIT SIZES WITH INTERFACE ENGINEERING PRIOR TO BID. }! 7, K _ F 'LE TR L HARACTERISTICS SEE DIVISION 15. i - - au ! ROOF - 1 AC -- UNIT CURB DETAIL NOT TO SCAL-E S.N. AC-LICO OA ELECTRIC DUCT HEATER SCHEDULE .� SYMBOL SYSTEM DUCT SIZE CFM KW VOLT PHASE NO. STEPS REMARKS DH -I A(,-(p Zoe) DA TEE ✓E 27- . I-)t3� SCALE PROD. N0. MEZZANINE FLOOR PLAN — HVAC 1,l7' . 1�-0 ,�e1 e -o„ O4A'MJ CHEd(ED JTI'S Ielf 1 CONTACT HOWARD HANDLEY WEFT NO ISI-- 2 PROJECT N X1481 OF c .w 11111►I 111�111IIIIIIIf I11�1111I111I111I1111111I1111111II11I111IlllIIIIII III I IItI1111111111111111111111 1111111111Jill III 111111111111111111111111111111111111111II�11111111111111I1111111I1i11111 w.. • .. 1' 2 3 �1 5 6 7 8 8 10 11 12 NOTE: IF THIS MICROFILMED -- DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THF QUALITY OF THE ORIGINAL _ DRAWING. OE 62 92 L2 92 SZ b2 E2 22 12 02 61 RI LI 91 si bMOLD. EI 21 I) 01 6 I9 -IL Ig Is b E d nllunln11I1u1111nIHu1luflllull+lllunhnllnu4nulnuluullu11n11IuuI11IIIIIIIIIIIII�II�UIII11lIIN�IIIIIIIINII111111111INH11111I1111II11tIH1111111IlUlIl11lIIH1I1ln11111I1Il1IIILI�I111I11UIUut1111II11uW1�1L1ulllLlllllulll11111II1U�I11IW1111I1I1111I11UIlWIu11 MAY" 221 , 1990 - -+o - _. -�•---- _-._______ --.--. __._._��_.-+._...—�.�- `_„r,_. .1-__-.._. .._.�.-.-_.-._�_. '�' ..--.,....'........,...-.. .- _ ...,...•-.-w.. - - - - -+aw�.�...rr^'- ._ -�,�-. �wl'•R 1A"'-' f kL- qW,Ion ^. , ... . . « —- .. «. ._ .. — .- .,..t - _ � =• te�r'h.It�..R :,3:«rule� SECTION 15010 GEINERU PROVIS1 w SECTION 15400 FLUNING DUCT CONSTRUCTION r SCOPE _PIPING , LOW PRESSURE DUCT WORK: CONSTRUC.ED FROM GALVANIZED SHEET METAL TO CONFORM TO CHAPTER 10, UNIFORM MECHANICAL CODE, VOLO::E 11, 1979 EDITION OR 19)9 ASHRAE THE WORK COVERED BY THIS SECTION CONSISTS OF FURNISHING P,LL LABOR, MATERIALS AND SOIL AND WASTE AND VENT PIPING: GUIDE TABLE. EQUIPMENT NECESSARY IN CONNECTIOW WITH MECF.khICAL WORK, COMPLETE AND READY FOR SERVICE, AS SHOWN AND AS SPECIFIED. UNDERGROUND PIPINC TO FIVE FEET OUTSIDE BUILDING LINE: SERVICE WEIGHT NO-HUB FLEXIBLE DUCTS: GALVANIZED SPLt1NG STEEL WIRE HELIX COVERED WITH CONTINUOUS CAST IRON SOIL WITH STAINLESS STEEL COUPLINGS AND NEOPRENE GASKETS. LINER AND ATTACHED TO LINER WITH SPRAY COATING, ONE INCH THICKNESS OF FIBERGLASS ODES, RULES AND REGULATIONS i INaULATION, PLASTIC VAPOR BARRIER JACKET SEALED AT BOTH ENDS. 0.25 K FACTOR AT ABOVE GROUND PIPING: ( 75 F. MEAN TEMPERATURE, RATED FOR CONrIN!IOUS SERVICE AT 15 INCH S.P. ALL f ; ALL WGRK AND MATERIALS SHALL. CONFORM TO THE LOCAL AND STATE CODES, AND ALL STATE 2-1/2" AND SMALLER: NO-HUB CAST IRON SOIL PIPE. JOINTS MADE WITH 1/2 INCH WIDE POSITIVE LOCKING STEEL STRAPS. U.L. APPROVED 1 AND OTHER APPLICABLE LAWS AND REGULATIONS. 3" AND LARGER: NO-HUB CAST IRON WITH STAINLESS STEEL LOUPLINGS AND NEOPRENE. � PER U.L. 181. MAXIMUM LENGTH OF FIVE FEET ON SUPPLY DUCTS. GENFLEX, THERMA- } r. �,, GASKETS. FI.EX, CLEAVAFLEX, OR APPROVED. lu �f SWULD THERE BE ANY DIRECT CONFLICT BETWEEN CODES AND THE DRAWINGS AND/OR SPEC!- ? FICATIONS, THE CODES, RULES AND REGULATIONS SHALL GOVERN. OPTION: DWV PVC WASTE AND VENT PIPE SYSTEM. FIBERGLASS DUCTBOARU: (CONTRACTOR'S OPTION - SUPPLY DUCTS ONLY) FIBERGLASS 1" DRAWINGS i THICK TYPE 475 DUCTBOARD WHICH MEETS THE REQUIREMENTS OF NFPA 90A AND 908; HAS A _ AwINGS STORM WATER PIPING , FACTORY APPLIED UNDERWRITERS LABORATORIES UL 181, CLASS 1 AIR DUCT LISTING LABEL; •IAS DOUBLE DENSITY MOLDED M/F SLIP JOINT EDGES, OR PLAIN EDGE WHEN %R IT 1S THE INTENT OF THESE SPECIFICATIONS AND IHE DRAWINGS TO PROVIDE A COMPLETL ABOVE AND UNDERGROUND PIPING FIVE FEET OUTSIDE BUILDING LINE: SERVICE WEIGHT UTILIZING THE FIBER GRIP CLOSURE SYSTEM; HAS A FSKO (FOIL, SCRIM, KRAFT) FACING; AND WORKABLE FACILITY. IT SHALL BE THE RESPONSIBILITY OF EACH TRADE TO COORDIN- NO-HUB CAST IRON SOIL PIPE WITH STAINLESS STEEL COUPLINGS AND NEOPRENE GASKETS. HAS A THERMAL CONDUCTANCE FACTOR OF C = 0.23 AT 75 F. MEAN; HAS A NOISE REDUC- ATE WITH ALI. OTHERS FOR PROPER AND ADEQUATE INSTALLATION CLEARANCE. TION COEFFICIENT (NRC) OF 0.70 AS PER ASTM C423-60T USING A #6 MOUNTING; AND HAS DOMESTIC WATER P:PING: TYPE "M" COPPER ABOVE GRADE, TYPE "L" COPPER BELOW AN AIR FRICTION CORRECTION FACTOR OF 1.0 MAXIMUM AT 2,000 FPM. MANVILLE CO. OR PERMITS AND FEES GRADE. BRAZED JOINTS BELOW GROUND 95/5 SOLDER ABOVE GROUND. APPROVED. DUCT BOARD APPROVED ON CONCEALED SUPPLY AND m[TURN DUCTS ONLY UNLESS r NOTED OR SPECIFIED OTHERWISE• I W ARRANGE AND PAY FOR PERMITS, FEES, SERVICE CHARGES AND INSPECTIONS AND PRESENT GAS PIPING - ABOVE FLOOR INTERIOR: NATURAL GAS PIPING TO BE SCHEDULE 40 BLACK r TO OWNER "CERTIFICATE OF INSPECTION". STEEL PIPE (ASTM A53, GRADE B). PIPING SHALL HAVE BLACK MALLEABLE IRON 150/ DUCTWORK BANDED PATTERN THREADED FITTINGS. RECORD DRAWING ERECT ALL DUCTWORK IN A FIRST-CLASS AND WORKMANLIKE MANNER, TRUE TO DIMENSIONS FLOOR DRAINS INDICATED, STRAIGHT AND SMOOTH ON INSIDE WITH NEATLY FINISHED JOINTS LAPPED IN CONTRACTOR SHALL MAINTAIN AN UP-10-DATE SET OF PRINTS FOR RECORDING "AS-BUILT" THE DIRECTION OF AIR TRAVEL. PROPERLY BRACE AND REINFORCE ALL DUCTS WITH STEEL CONDITIONS. AT THE END OF THE JOB ALL "AS-BUILT" INFORMATION SHALL BE TRANSFER- COATED CAST IRON BODY, DOUBLE DRAINAGE FLANGE WITH WEEP HOLES, PRIMER CONNEC- ANGLES OR OTHER MEMBERS. j RED TO A CLEAN SET OF REPRODUCIBLE SEPIAS. THE DRAWINGS SHALL RECORD ALL DEVIA- TION, VANDALPROOF SCREWS, FLASHING CLAMP DEVICE, ADJUSTABLE STRAINER. SMITH, TIONS FROM THE. CONTRACT DOCUMENTS. THESE CHANGES SHALL BE ACCURATELY UIMEN- JOSAM, WADE OR ZURN. ELBOWS: STANDAPf) CENIFRLINE RADIUS SHAH. EQUAL 1-1/2 TIMES THE WIDTH OF THE M SIONED FROM THE BUILDING LINES AND REFLECT IHE DEPTH FROM FINISH GRADE Olt DUCT. a � 1 FINISHED FLOOR, ROOF DRAINS Iz SQUARE TURNS SHALL BE PROVIDED WITH AIR FOIL TYFc TURN VANES. " FIfLO MEASUREMENTS AND INSPECTION CAST IRON BODY, FLASHING RING, UNDERDECK CLAMP, PLASTIC DOME AND UNDERDECK ALL MEASUREMENTS SHALL BE VERIFIED AT THE SITE. VERIFY ALL CONDITIONS ON JOB CLAMP. SAME MANUFACTURER AS FLOOR DRAINS. DUCT SIZES SHOWN ON THE DRA'INGS ARE THE NET INSIDE DIMENSIONS. ' �N,� SITE. PLUMBING SPECIALTIES ACCESS DOORS IN DUCTWORK SHALL BE LOCATED AS REQUIRED FOR SERVICE OF FIRE DAMPERS, AUTOMATIC DAMPERS AND OTKER ITEMS REQUIRING MAINTENANCE OR INSPECTION. MATERIAL TRAP PRIMERS: CAST BRASS TRAP SEAL PRIMER VALVE WITH AUTOMATIC VACUUM BREAKER. PROVIDE VENTLOCK NO. 100 LAICH WITH NO. 150 HINGES AND FLIT GASKETS, MINIMUM ALL MATERIALS NEW. TRADE NAMES DENOTE CHARACTER AND QUALITY OF EQUIPMENT JOSAM P8250. WADE ZURN, J. R. SMITH OR E 6 S VALVE COMPANY. SIZE 12X12 OR EQUIVALENT AREA. 17 DESIRED AND SHALL NOT BE CONSTRUED AS LIMITING COMPETITION. PLUMBING CLEANOUTS DUCT HANGERS AND SUPPORTS: HANG DUCKS UNDER 20 INCHES DIAMETER OR MAXIMUM SIDE ~ 11 r DIMENSION WITH GALVANIZED STRIPS OF NO. 16 U.S.S. GAUGE STEEL ONE INCH WIDE AND d GUARANTLLS CLEANOUTS SHALL BE LOCATED AS SHOWN ON DRAWINGS AND AS REQUIRED BY THE ADMINIS- ALL LARGER DUCTS WITH STEEL ANGLES AND ADJUSTABLE HANGER RODS SIMILAR TO PIPING N TRATIVE AUTHORITY. CLEANOUTS SHALL BE THE SAME SIZE AS THE PIPE EXCEPT THAT HANGERS. ANCHOR ALL DUCTS SECUR".LY TO BUILDING IN SUCH MANNER AS TO PREVENT N FURNISH WRITTtN GUARANTEE TO OWNER FOR A PERIOD OF ONE YEAR COVERING ALL DEFECTS GREATER THAN 4" WILL NO. BE REQUIRED. INSIDE FLOOR TYPE SHALL HAVE POLISHED TRANSM:SSION OF VIBRATION TO STRUCTURE. 4+ IN MATERIAL AND WORKMANSHIP. SHOULD ANY TROUBLE DEVELOP DURING THIS PERIOD DUE NICKEL BRONZE FOPS, AND WALL TYPE SHALL HAVE STAINLESS STEEL COVERS. ALL CLEAN- CY # TO DEFECTIVE MATERIALS OR FAULTY WORKMANSHIP, THE CONTRACTORS SHALL FURNISH ALL OUTS SHALL BE JOSAM, WADE, ZURN, SMITH. SMITH NUMBERS USED AS A BASIS OF SELEC- SEAL. ALL JOINTS IN DUCTS WITH 3M CO. OR MANVILLE CO. INDUSTRIAL GRADE PRESSURE QL Ln • NECESSARY LABOR AND MATERIALS AND CORRECT THE IRO'JBtE PROMPTLY AND WITHOUT ANY TION. OUT`!DF CLEANOUTS 10 GRADE SHALL BE ADJUSTABLE, VANDALPROOF AND GALVA- SENSITIVE TAPE OR 6" WIDTH OF SIX OUNCE CANVAS PASTED ON WITH ARABOL. RAY CHEM ADD!TiONAL COST TO THE OWNER. NIZED. SHRINK TAPE APPROVED. L SECTION 15050 BASIC MATERIALS AND METHODS PLUMBING FIX1"SES FIBERGLASS DUCT CONSTRUCTION 2 ;1 0� d ELECTRIC MOTORS GENERAL: ALL CHINA FIXTURES OF ONE MANUFACTURER. KOHIER, ELJER, AMERICAN- ALL FABRICATION SHALL EITHER BE IN ACCORDANCE. WITH THE LATtST EDITIONS OF THE w C STANDARD OR APPROVED SUBSTITUTE. COMPLETE WITH ALL FITTINGS AND TRIM. MANVILLE CO. FABRICATION MANUAL ANU/OR THE SMACNA FIBROUS GLASS MANUAL, DJfT �l� MOTORS SHALL MEET NEMA STANDARDS, AND SHALL BE SUITABLE FOR THE SERVICE AND CONSTRUCTION STANDARDS, OR SHALL BE FABRICATED BY A MANVILLE CO. FACTORY QUAl1- w LOCATION SHOWN OR REQUIRED. MOTORS SHALT_ BE DRIP-P?OOF INDUCTION TYPE WITH BALL ALL STAINLESS STEEL FIXTURES OF ONE MANUFACTURER. ELKAY, JUST OR APPROVED SUB- FLED FABRICATOR. BEARINGS UNLESS OTHERWISE SPECIFIED. ELECTRIC MOTORS MUST OFERATE EFFICIENTLY STITUTE. ON APPLIED LINE VOLIACES VARYING FROM MINUS 51 TO PLUS LOX CF NAMEPLATE RATINC GROOVING: ALL GROOVES SHALL RE MODIFIED SHIPLAP AND `TALL BE MACHINE FABRI- L WITHOUT EXCEEDING THE FULL LOAD NAMEPLATE TEMPERATURE RISE. REFER TO DIVISION FIXTURE SCHEDULE: SEE SCHEDULE FOR TYPES. GATED, EXCEPT FIELD FABRICATED MODIFICATIONS, WHICH MAY BE DONE WITH HAND TOOLS, 16, ELECTRICAL, FOR NOMINAL SYSTEM VOLTAGE EXPECTED FOR THIS PROJECT. I � U) PLUMBING TRIM I STAPLING: ALL TRAVERSE AND LONGITUCINAL SEAMS SHALL BE STAPLED W17N 112" MINI- PROTECTION: MOTORS WITHOUT BUILT-IN PROTECTION SHALL HAVE SEPARATE THERMAL MUM OUTWARD CLINCH STEEL STAPLES APPROXIMATELY 2" ON CENTER. STAPLES ON LONGI- L �pf5 OVEFLOAD DEVICES WITH LOW-VOLTAGE RELEASE OR LOCK-OUT AS REQUIRED. HERMETICALLY TRAPS: PROVIDE TRAPS ON ALL FIXTURES EXCEPT FIXTURES WITH INTEGRAL TRAPS. ! TUDINAL SEAM MAY BE OMITTED 1F THERM-!.OK-R CLOSURE MATERIAL IS USED IN GONION[- 1J �, SEALED MOTORS SHALL HAVE QUICK TRIP DEVICES, PROVIDE BUILT-IN THERMAL OVERLDAV EXPOSEL 'RAPS CHROMIUM PLATED CAST BRASS OR 17 GAUGE CHROMIUM PLATED BRASS TION WITH GLASSMASTER'S FOLDMASTER MACHINE, OR APPROVED. U) w PROTECTION IN MOTORS NOT OTHEK,:ISE PROTECTED BY EXTERNAL DEVICES. TUBING. CLOSURE SYSTEM: ALL TRAVERSE AND LONCITUD:NAL SEAMS SHALL BE SEALED WITH EITHER RATING: RATE MOTORS FOR CONTINUOUS DUTY UNDER FULL LOAD. HORSEPOWER RATIN_. SUPPLIES AND STOPS: FIRST QUALITY BRASS, CHROME PLATED. BRASSCRAFT, McGUIRE. THERM-LOK-R CLOSURE. MATERIAL OR A CLASS FAB AND MASTIC CLOSURE SYSTEM, CON- r b SHALL BE WITHOUT SERVICE FACTOR FOR THE SPECIFIED LOAD. VOLTAGE RATING SHALL BE SISTiNG OF ONE LAYER OF OPEN MESH GLASS TAPE, MANVILLE CO. TYPE GT OR EQUAL, I ui I AS SHOWN ON THE DRAWINGS. CLOSET SEATS: SOLID WHITE REINFORCED PLASTIC, OPEN FRONT. HINGE WITH INSERT i EMBEDDED IN A COATING OF DUCT MASTIC, MANVILLE CO. TYPE M OR EQUAL, OVER THE :� Y INTEGRALLY IN SEAT, CONCEALED CHECK. OLSONITE, CHURCH, BENEKE, BEMIS. SEE STO,PLED FLAP ON THE DUCT JOINT, WHERE INACCESSIBILITY AND SAFETY IN THE FIELD r MANUFACTURER: MOTORS SHALL BE GENERAL ELECTRIC, CENTURY, RELIANCE OR WAGNER SCHFOULE. DICTATE OTHERWISE, A SMACNA REGISTERED PRESSURE SENSITIVE RAPE AS APPROVED BE N WITH THE MANUFACTURER'S NAMEPLATE PERMANENTLY ATTACHED. THL DUCT BOARD MANUFACTURER MAY BE USED, SECTION 15500 HEATING„ VENTILATING, AND AIR CONDITIONINGc7 STARTERS AS A CONTRACTOR'S OPTION, FIBER GRIP EXTRUDED ALUMINUM CHANNELS SEALED WITH 01 EXHAUST FANS I FASSON 0805 SMACNA REGISTERED TAPE, OR APPROVED, AS REQUIRED BY U.L. TO MEET pop �. STARTERS FOR EQUIPMENT SHALL BE FURNISHED BY THE EQUIPMENT SUPPLIER AND BE SUIT- LEAKAGE REQUIREMENTS, MAY BE USED AS A CLOSURE, REINFORCING AND HANGING SYSTEM. ABLE FOR PERFORMING THE CONTROL FUNCTION REQUIRED. STARTERS SHALL HAVE THERMAL CENTRIFUGAL ROOF EXHAUST FANS. FIBERGLASS WEATHERPROOF COVER, SPRING VIBRATION OVERLOAD PROTECTIVE DEVICES ON ALL "LINE" LEGS. SIZE ALL OVERLOAD HEATERS AS ISOLATION BIRD SCREEN, BACKDRAFT DAMPER AND DISCONNECT SWITCH. FANS SHALL BE I ALL FITTINGS WITH BUTT JOINTS OR WITHOUT STAPLE FLAPS SHALL BE CLOSED WITH 8" RECOMMENDED BY MOTOR OR EQUIPMENT MANUFACTURER FOR SERVICE AND LOCATION. A.M.C.A. RATED AND U.L.. PACE-DD SKY CAP MODEL. STRIPS OF CLOSURE MATERIAL 1L" ON CENTER ACROSS THE JOINT PRIOR TO SEALING OVER THE JOINT WITH IDENTICAL- CLOSURE MATERIAL, EXCEPT WHERE FIBER GRIP 1S USED. INSULATION ROOFTOP AIR CONU1T10NING UNIT HANGING: DUCTWORK SHALL BE SUPPORTED AT ALL FITTINGS AND CHANCES IN DIRECTION, SUPPLY AND RETURN AIR DUCT COVL1t WITH 1" THICK 6UCT INSULATION EXCEPT WHERE UNITS: U.L. APPROVED OF SINGLE-PACKAGE TYPE WITH AIR-TO-AIR COOLING AND GAS FOR STRAIGHT RUNS SUPPORT EVERY 42"' WHERE DUCT SPAN IS 24" OR MORE AND EVERY 96" NOTED ON THE DRAWING FOR DUCT TO BE LINED OR WHERE FIBERGLASS DUCTBOARD IS USED. HEATING. MOUNTED ON A FULL PERIMETER ROOF CURB. LENNOX, TRANS. WHERE DUCT SPAN IS LESSTHAN 24". HANGER STRIPS SHALL BE I" X 22 GAUGE SHEET ,. METAL TO 60 SPAN AND 1" X 1P, GAUGE WIRE. SUSPEND IN TRAPEZE FASHION WITH 12 LINE WITH 1" DUCT LINER AS NO L O ON DRAWING. COMPRESSOR: THE UNIT SHALL CONTAIN HERMETIC COMPRESSOR(S) WITH SUITABLE VIBRA- GAUGE 1" X 2" X 1" CHANNELS. FIBER GRIP CHANNELS MAY UTILIZE THE PRE-PUNCHED TION ISOLATORS AND C.^,ANKCASE HEATER ANg SHALL HAVE A FIVE-YEAR WARRANTY. SHALL SLOTS IN THE VERTICAL PORTIONS OF THE FG-3 AND FG-6 MEMBERS WITH 12 CAUGE WIRE. HOT AND COLD WATER ABOVE GRAD- COVER WITH I" FIBERGLASS SECTIONAL PIPE INSULA- HAVE CAPABILITY TO OPERATE DOWN TO 45 F. OUTSIDE TEMPERATURE. PROVIDE 5-YEAR FOR HANGERS. TION, WARRANTEE ON COMPRESSOR. 2-STAGE REQUIRED ON 10 TON AND LARGER, I , REINFORCEMENT: REINFORCEMENT SHALL BE INSTALLED ON UPSTREAM SIDE OF FAN DIS- SECTION 15300 FIRE PROTECTION FANS AND MOTORS: THE INDOOR AIR FAN SHALL BE OF THE FORWARD-CURVED CENTRIFUGAL CHARGE. METHOD OF REINFORCEMENT SHALT_ BE EITHER THE TIE-ROD REINFORCEMENT TYPE, BELT DRIVEN MOTOR. THE OUTDOOR AIR FAN(S) SHALL BE OF THE PROPELLER TYPE. SYSTEM OR SCHEDULE FOR REINFORCEMENT, TABLE 1 , SMACNA FIBROUS GLASS MANUAL. F ( DESIGN CRITERIA; AUTOMATIC SPRINKLER DESIGN CRITERIA: ELECTRICAL: ELECTRICAL CONNECTION TO BE SIGNLE POINT CONNECTION. SECTION 15950 CONTROLS t� SHOP DRAWINGS: PROVIDE SHOP 9RAWINGS APPROVED BY LOCAL FIRE MARSHAL FOR THE ACCESSORIES: ROOF CURB WITH SUPPLY/RETURN PLENUM. MODULATING OUTDOOR ECONO- PRODUCTS L` FIRE SPRINKLER SYSTEM. MIZER PACKAGE WITH RELIEF DAMPER AND ENTHALPY CONTROL. COMBINATION SUPPLY RETURN SUPPLY GRILLE. ASSEMBLY WITH DUCT DROPS. ( CONTRACTOR TO PROVIDE A COMPLETE SYSTEM OF LOW VOLTAGE ELECTRIC CONTROLS COM- OCCUPANCY: AUTOMATIC FIRE SPRINKLER SYSTEM SHALL BE OF A STANDARD APPROVED TYPE P1_ETE WITH NECESSARY CONTROLS. WIRING, RELAYS AND DEVICES TL I•;9VIDE AN OPERABLE r 1 FOR OCCUPANY REQUIRFD BY CODE OR THE LOCAL FIRE MARSHAL, SO INSTALLED AS TO HEATER: AGA APPROVED HEAT EXCHANGER WITH ALL SAFETY CONTROLS REQUIRED BY CODE. SYSTEM. PROVIDE COMPLETE COVERAGE FOR ALL PORTIONS OF THE OCCUPIED PREMISFS. PROVIDE ELECTRIC IGNITION. 2-STAGE HEATING ON 7-1/2 TUN AND LARGER UNITS. DRY SYSTEM IN AREAS SUBJECT TO FREEZING. i THERMOSTATS (AC-UNITS); AUTOMATIC CHANGEOVER. ELECTRONIC HEATING/COOLING TYPE. UNIT HEATER DUAL SETPOINT. LOCKING COVER. SOLID STATE PROGRAMABLE NIGHT SETBACK. AUTOMATIC FIRE SPRINKLER INSTALLATION SHALL BE 1N ACCORDANCE WITH ALL N.F.P.A. (NOT AaPPLICASLE TO THE TI'3N'iD 3TOAE) ; HONEYWELL T7400A, OR PRO-STAT. REGULATIONS. GENERAL: NATURAL GAS-FIRED UNIT HEATER PIPED AND WIRED INTERNALLY FOR SINGLE POINT FIELD CONNECTIONS. HEAVY GAUGE STEEL CABINET, BAKED ENAMEL FINISH. SEE SECTION 15950 SYSTEM BALANCING PROVIDE BACKFLOW PREVENTER PER CODE. SCHEDULE FOR CAPACITY. GENERAL INSTALL HEADS IN UNIFORM PATTERN IN CEILINGS. CHROME PLATED SEMI-RECESSED HEADS FAN SECTION: PROPELLER FAN SECTION CAPABLE OF .25" E.S.P. IN ALL FINISHED CEILING AREAS. BRASS HEADS UNDER EXPOSED STRUCTUkE. MECHANICAL CONTRACTOR TO PROVIDE COMPLETE AIR BALANCING OF THE SYSTEM. HEATING SECTION: ALUMINIZED STEEL 4EAT EXCHANGER, WITH ELECTRIC IGNITION. I BALANCING TO BE DONE BY A FIRM SPECIALIZING •1N THIS WORK. , IRE SPRINKLER , IPING SHALL BE SIZED IN ACCORDANCE WITH NFPA STANDARDS PAMPHLET NO. 13 OR BE 11VDRAULICALLY DESIGNED IN ACCORDANCE WITH CHAPTER 7 'IF REFERENCED CONTROLS: 24 VOLT WITH ELECTRONIC IGNITION, THERMOSTAT. 1001. SAFETY CONTROLS. � TEST AND ADJUST ALL GRILLES TO WITHIN 10'7 OF DESIGN AIR QUANTITIES. STANDARD. �• PIP[NG%•AN0 ACCESSORIES: All. PIPE LOCATIONS SHALL BE GOVERNED 6MANUFACTURERS: REZNOR, HASTINGS, LENNOX, MODINE OR APPROVED.. JRAL, t MECHANICAL AND ELECTRICAL SYSTEMS. INSTALL PIPING CONCEALED WHEREVER I•USSIBLE. FLUE VCNr PIPE END OF MECHANICAL TRACINGS CAP ALL OPENINGS IMMEDIATELY AFTER INSTALLATION 10 PREVENT ENTRANCE OF FOREIGN MATTER. EXPOSED PIPING SHALL BE RUN ONLY PARALLEL AND/OR PERPENDICULAR TO SUR- FURNISH AND INSTALL METALBFSTOS TYPE "B" OR TYPE "PS" AS NOTED, OR APPROVED GAS 9 FACES OR STRUCTURAL MFM(;ERS. VENT. VENT PIPING MUST BC U.I-. LABELED AND BE RATED FOR I" CLEARANCE TO COM- , I BUSTIBLES. ROOF CAP TO MATCH FLUE TYPE AND BE APPROVED AND SUITABLE FOR APPLI- ALARM BELL: ELECTRIC ALARM BELL, FLOW AND PRESSURE SWITCHES, U.L. LABELED OF CATION. SEE DRAWINGS FOR SIZES. TYPE AND SIZES REQUIRED. COORDINATE WIRING WITH ELECTRICAL CONTRACTOR. PIPE AND FITTINGS TO CONFORM TO NFPA STANDARDS PAMPHLET NO. 13. A ELECTRICAL�CT COILS (0 _U: SECTIIa1'15350 STORM WATER LIFT STATION . DESIGN: SLIP-ON TYPE HEATERS OF CAPACITIES AND SIZES INDICATED ON DRAWINGS. z w ~ (NOT APPLICABLE TO THE Tiels< 4O :�T94E) �• HEATER SHALL BE SUITABLE FOR INSTALLATION IN LINED DUCT. Q ` CONSTRUCTION: PROVIDE A DUPLEX PUMPING SYSTEM. EACH PUMP SH4L BE OF THE SEALEI, , n SUBMERSIBLE TYPE. PUMP VOLUTE, MOTOR AND SEAL HOUSING ARE TO BE OF HIGH QUALITY COILS CONSTRUCTED DF 80% NICKEL, 20-1 CHROMIUM AND INSULAIFO BY FLOATING CERAMIC �" V IGRAY,CAST IRON ALL EXTERNAL MATING PARTS SHALL BE MACHINED AND O RING SEALED. BUSHINGS. � V ALL FASTENERS EXPOSED TO SEWAGE SHALL BE STAINLESS STEEL. IMPELLER IS TO RE TIRO- AUTOMATIC RESET DISC TYPE. PRIMARY OVERTEMPERATURE PROTECTION, REPLACEABLE LINK m U VANE, SEMI-OPEN, SO T14AT IMPELLER DIAMETER CAN BE TRIMMED AND STILL ZETA!"! TYPE THERMAL CUTOUT FOR EACH HEATER STAGE FOR SECONDARY PROTECTION, CONTROL FACTORY BALANCE. PUMPS SHALL HAVE A CARBON AND CERAMIC FACED MECHANICAL SHAFT CIRCUIT COMPLETE WITH THERMAL_ CUTOUTS AND DISCONNECTING BREAK MAGNETIC CONTACTOR, W SEAL. I BUILT-IN FUSES FOR EACH STAGE AS HEATER EXCEEDS 48 AMPS AND PRESSURE ACCEPTABLE MANUFACTURERS: HYDROPICS, AURORA, PACO OR APPROVED SUBSTITUTION. DIFFERENTIAL SWITCH, CONTROL CIRCUIT TRANSFORMER WITH A FUSED PRIMARY HEATERS c 1 SHALL BE UL LABELED AND ALLOW ZERO CLEARANCE TO COMBUSTIBLE SURFACES. a CAPACITY: SEE EQUIPMENT SCHEDULE ON DRAWINGS. r i PROVIDE THERMOSTAT FOR HAIL MOUNTING WITH LOCKING GUARD. PROVIDE A NEMA 3R RAINPROOF ENCLOSURE. WITH SEPARATE REMOVABLE INTERLOCK WITH AC-UNIT FAN OPERATION. LOCK-OUT DURING COMPRESSOR OPERATION. w INSIDI BASE PLATE TO MOUNT ALL COMPONENTS. THE OUTSIDE DOOR SHALL HAVE PROVISION FOR LOCKING. 111E CONTROL COMPONENTS SHALL 19CLUDE A CIRCUIT BREAKER FOR EACH MANUFACT�IRER: INDEECO, BRASCi1, WARREN TENNESSEE PLASTICS OR APPROVED. PUMP, MAGNETIC CONTACTOR FOR SINGLE PHASE PUMP, AN ALTERNATING RELAY TO ALTERNATE 1 I i.a 1 PUMPS ON EACH SUCCESSIVE CYCLE, TERMINAL STRIP FOR CONNECTING CONTROL WIRES, AND ii .... cr CONTROL TRANSFGE."FR WHERE REQUIRED. IL I S P LNdEI G(�IRQ1,5: PROVIDE SEALED FLOAT TYPE M:4CUP.Y SWITCHES TO CONTROL SUMP w LEVEL ANO ALARM SIGNAL. THE MERCURY TUBE SWITCHES SHALL_ BE SEALED IN A SOI 1D POLYURETHANE FLOAT, THE SUPPORT WIRES SHALL HAVE HEAVY NEOPRENE JACKET AND A I f WEIGHT SHALL BE ATTACHED TO CORD ABOVE THE FLOAT TO HOLD THE SWITCH IN PEACE. I 1 THE FLOAT SWITCHES SHALL HANG IN THE SUMP SUPPORTED ONLY BY THE CORD THAT IS HELD I ,t TO A PIMA 4 JUNCTION BOX OR WIRING CHANNEL. PROVIDE A METAL BRACKET MOUNTED TO �frrTJ Z2 Ig31'j ►� THE SIDE Oi THE CONCRETE SIMP SUITABLE FOR MOUNTING JUNCTION BOX Ok WIRING WALE r oo., NO CHANNEL IN PROPER LOCATION. THREE FLOAT SWITCHES SHALL BE USED TO CONTROL LEVEL; ONE FOR LEAD PUMP TURN-ON, ONE FOR PUMPS TURN-OFF, AND ONE FOR LAC PUMP TURN-01N. I A FOURTH SWITCH SHALL BE PROVIDED FOR ALARM CONTROL. MOUNT ALARM SWITCH 1.0 INDICATE LEAD PUMP MALFUNCTION. 1 AVJ•V Ca•ECKE PRDVIDE A HORN TYPE ALARM. T r;o ' ! INSTALLATION OF L IPlNT LOCATED lM S+ti1M1 INN TRIES TO K OOIM A i S 'TION OF Tw NM. 4�".fi; ••; '; Mile kmtoOnYIS� 1[t. lmv 34 } � I • 1 , tif.N.N",aM laNa"„T�y"T,J"� 1 ` ;1 4I y , • t at, �i''• I 'f v �.I. , .t l` .1 .v• ,'�, �' � ,•, i r .p• V u ! r i s� k :. I y., a k _ IPA +�. J .tip 1 s! a .1 L s �H •,�' r •a ..•. a ...Z arG. l4�`f�,'7:. .� .1 \ i:'3� . 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OE 62 92 LZ 92 SZ 02 EZ ZZ 17, OZ GI 91 LI SII 11 _ Of CI 91 11 A OI a I• ' Il- .'--..9I- IS b 1E Z ,ru�unluu�uulnn�unlnn�nulnn�r IIIII�IIII�tll1�1111(!III�IIUIIUI�NII�III�NII�Illllldll�Jillillll�llq�llllIIIII�!III�II'!�IIII�)III�I111(t111�1111(IIII�II1�iIII�INI(IIII�1111�1I11�11U�111111IlUtUIIIl1L1UUL11�11Ulllllillll)Illl�llllWl�Ull�llll(IIII�IW(IIH MAY 221' , 1990 , 4 3 2 2,6'-3- 2&'-l' 26'-3' 2V-2 (A t o"W&J- 11/411 (,-W TO EXIST- ��TL'b Vf�gif"r ' En11,16r- LO L Ar 16)N- I I I WN Hf..LT To EXIST ,C)I,,INE(�T TO EAI-7- ";7012-�A DgAlf4 PkAl A, DF-15. UTI L-1 T-j Dvq�5. Iiil ':PITF- JTILIT-( a"pmeeiiiiiiiiiiii DRAW N(--) D, .0 0 VA all z 2L- . . . . . . . . . . I z 2' 01 0:2clz KoLrrr_- JPT-u 10 CLCq F: i�cDW-n IJ UA-T I Otj Y 5rF-I'l t,H 1;-ii--T P-Z- c� ale, U. 0 S. 8 < T. J Z 04 Pi Ti-i Rot-je;q H qk06j:: AJ"4.jo CD NJ IINJ 5(_r 10 Z z -rO IT, PAOVI JC- 15;,H I rr-C)F=P, Ljc)e-,A AKJ;D iR6(Au LATcA W W 0 'r() PaDL4G.S PP-5-�5LAIIPY- PrAt>r- -rc) 4" WArs;r- J rr (-CIMN LU 0 dd. z 10 10 10 PI) pe) f 4J4-r, P 10 10 w H L4 P f0 I N I< v E vt ,, W P "HW,01W AND Z'�J uP 2 I UABPlPiKJ(� Lip TI-4ROLJ(��-I (,C�JNSCT' L L 1'c- A(- jw IT. PkoviDE 5wLr -Drr- CZ(,K Av-40 Ar-(-3IJL-A-X*k TO CC L,L I t"01 NJ 911 V, u 411 10 11 �/4 GLnI of ■ 'y ca +1, z r/A( LJ &T, L Ufll_ITe PL.AW t-'YP. rDATF Fe P., 11- ' 1'165 P,-j5(--r 4"(-J,it) (:iuT'f u?, GROUND FLOOR PLAN PLUMBING SCALE. "m No. ANO jZ0L4-1'E-: --rHP--.4)LJ(jH ATTI(,- I/Oil == P-011 V-0 1481 PW 0LJT6i(D9 i,. L. AND DRAWN CHECKED CONWEU-T -rO 4'15P, JT" mi" CONTACT: HOWARD HANDLEY SHM I NO 603) 659--6194 p • PROJECT NO;r.14#IAA OF all annows I I i)o 12 NOTE I F TH IS M ICROF I LWED 2 3 4 5 6 7 9 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT 15 DUE TO THE DUALITY OF THE ORIGINAI DRAWING, OE BZ 97 t? 927 S.2 b7 E2 U 12 02 61 RI LI 91 si t'I EI al II 01 6 9 L 9 9 tp IF Z I III I III I I I III I I I I I III IIIIIIIII III I loll II 11111111 -111 1111 11VIIII 111 1!11111!111111111111111111111111 if 11 dimlimIllullill 3OY4 MAY 1990 low No- 4 EQUIPMENT SCHEDULE SYMBOL DESCRIPTION NOT APpll ELECTRICAL 4 P-1 SUBMERSIBLE SUMP PUMP: 250 GPM Al 14 FT. HEAD.- - 2 HP @ 208V, 3O GAR srOR { P-2 1,750 RPM. HYDkOMATIC MODEL SK-200. I 8 0 PLUMBING FIXTURE CONNECTION SCHEDULE SYM FIXTURE CONNECTION SIZE MANUFACTURER/MODEL FITTINGS REMARKS (,ONN E(--f I" GTAS YO E M�-KU�NGY - - - - - � W V CW HW (ai�NEr-,,AT,)K ey Ofi-IEK5 ,3j- M>3H PRov DE KE-UULA-0P, +15� S+- L)T-0W I WC-1 WATER CLOSET 3 2 1/2 --- KOHLER K-3500-EB SPEEDWAY STOP AND SUPPLY � JL K I BENEKE #523-SS SEAT - WHITE. - - -- _ _- --- ---— -- --- —- I WC-2 WATER CLOSET 3 2 1 '2 --- KOHLER K-3528-EB SPEEDWAY STOP AND SUPPLY. BENEKE #523-SS SEAT - WHITE. U URINAL 2 2 - 3/4 --- KOHLER K-4990-R SLOAN ROYAL 195-3. - '' - uz � A� VU✓vN -� ____ A - WITH BEEHIVE STRAINER. I o L-1 LAVATORY 1-1/2 1-1/2 1/2 1/2 KOHLER K-2900 MOEN 4420 FAUCET. INSULATE H.W. Z - --- zT- -- __- -� SPEEDWAY STOPS AND AN WA STE SUPPLIES, 17 GAUGE PIPING BELOW T __ ____ CHROME P-TRAP. LAVATORY, S-1 SIN;, 2 1-1/2 1/2 1/2 ELKAY CR-2522 MOEN 7531 FAUCET. SPEEDWAY AND SUPPLIES.ST17SGAUGE I - CHROME P-TRAP. FDA FLOOR DRAIN 2 --- ZURN Z-415-8 PRIME. FD-2 FLOOR DRAIN 2 --- --- ZURN Z-415-E _ PRIME. LS-1 LAUNDRY SINK -2 1-1/2 1/2 1/2 FIAT L-1 24 x 24 PRICE-PRISTER 71-011 ' WITH WATTS M8 A. -- I V 7 " STATE: PV fi 1MS1 K Z 4 WH I WATER HEATER -- --- 3/4 3/4 ROUTE P & T j TO FO-2. W N N N AL HB 1 HOSE B1BB --- --- 3/4 --- WOODFORD MODEL 20 WITH VACUUM LL SERIES BREAKER. 8 u1 l____ _ V rn A Z W W J w OrO ci - --- - � � z d' TG RGOF a GUh1T11-4 A-r101,4 NST- _L �ACK� t_n`t1 I =L,INTRDI. 7'�ML`L MouufEp Q (� 5tisis P-I r� r,r>✓ I",1 4" vIC ao ' ��a__:w-A Pry o coMp arlc>; .vIT?1 QT r— U -�� r>�e 1_ conFs II _ .4pxt l %q Q " CSI - - - - - d VIC. T1✓� - =- - /�,c M ��r�.IIN� eCE > w o►Jrl pa,� uN1T. F�ovIp� SHL�rps:F - 4u9% GG r7-o �' X 6"-fNIGK 60we . ,. 2- T ry �- L, 1� �a IC � 2 4- �JA~✓ R C�+EGK GgRC lop 2- 0G 13/1RS � SIVE � 4 � �>_ Sro p r MhN HOLES G� � Lla u l_A Gg. �DEaC E� RE d X 4 F L.G 3 CIOR,E w �RGr'1 2 Psi '10 (o" I.JA'fER cvL uMN, - 4' i`LG X 5PV �✓ N1-9AL -cTANDARD MANNOL.0 I Y ALt-. C0YP 4'/ 1" X 4' TIE-E 40VC-R _ 3 ---- Ca TIIt -- - - N • � C % SA,-L, n�Ip _---• 3'jc4X 3 BULL I-ILAD TEE 4 OtaL . CNE.0 C L1,3HING 41 (2 � 4x ,THRU WALL IPTO lo XG B ''GRAVITY STORM 5 1(4 GLGDF'1=� 2�I VE4�T TO I3LDG1 DRAIN �. CIP MALL $ UP 'fHRU �I ; \ -4AT5 vALvE . ROOF � GNt�GK VALvC• Wi WA 4 3w,H&-flow 1\ NOTE s � I � - Box ow O P P051 TE I I SIDE OP SUMP 1 1 l uIDE MILS AND e. 1 FIRE SPRINKLER RISER III S9 Dl• r%A`.LIf` 6 F=LTI l-R- 3/4RoM vALV�s �- i I I ► 1Q 6L 131D k5 ALTt�R- I I WATt-- F-2 ✓FL NO SCALE - I,A4 PUMPfALAFM OH • Ca _� S IIJLET ill -- na LEAD hUMP OW f • �►� I,R GONG- I -3 5 F)O w u R 11�G► --t -- ,� Ir NOTAPpLIC - - - - - _ PUMPS OFF - -- -- - - - -- ------ -- - ABLE ro A INDICAES PLUHREADED CLEANOUT - -- rlGqR D ST.ORE _ — - 411 THEAP II 2L, I A V'fK A134vL b PEl.ow rLOA-f hw ITC M I ?P. ¢ GEII�INGT ;Q 2 GRA TEICK(28X28)CAST IRON /-- L i �� '] -D X B Dt% 1�L LP GU . PAD V✓/ s} 13A R5 if I Z' v.G. EA WAI, 10 GAUGE STEEL ALL DIP FITTING I --CAULK FITTING WELDED LM COATED STORM WATER LIFT STATION DETAIL ASPHALTUM COATED WATEPTIGHT INSIDE AND OUT TO CAULKING HU8 tJTS _ NOT APPLICABLE TO TIC =� , /� �" �►�? P-3 CATCH BASIN DETAIL ARu sr � QRE ZIL zX 2a F NO SCALE �'�" C-�5I'I PE 1.3PTI-IRQuGti �UU�AND -- GO njw aur TO A L LIN I T, PgOV DE I U T O F>= _ s AtJD G2'9(ALAL.6'T( -' TO Rt:-DuLe FFIUM 2 > I TO (e^' WAT`eg COL-U 1�N, - - — GENERAL NOTES PIPING AND SYMBOL LEGEND 1 FURNISH HDR INSTALL A FORA COMPLETE PLUMBING ROPER FUNCTIONING EM IN L DING .LL LABOR AND MATERIALS ��'�� WASTE ABOVE GRADE AS SHOWN li LATEST EDITION 0v U.P.C. WASTE BELOW CRADE 2 ALL WASTE LINES UNDER BUILDING SHALL OE INSTALLED GENERALLI AS SHOWN. PIPES ------SD--- STORM R AIN ABOVE GRADE L SHALL BE INSTALLED PLUMB. LEVEL, PROPER SLOPE AND SHALL BE ATTACHED TO THE -- BUILDING BY THE METHOD CONSIDERED STANDARD BY THE TRADES. �'�� •—� STORM D AIN BELOW GRADE 3 CONCRETE AND CONCRETE BLOCK S:IALL BE CODE APPROVEID SLEEVES AND PACKING ESCUTCHEON 01: PROPER SIZE. T','PE "L" COPPER UNDERGObUNO, TYPE "M" COPPER �'� COLD SIA ER BELOW GRADE - ABOVE GROUND ALL DOMESTIC WATER PIPING. - _ COLD WA ER ABOVE GRADE 4 THESE DRAWINGS ARE DIAGRAMATIC, ALL LOCATIONS ARE APPROXIMATE. VERIFY LOCATION, HOT WATER ABOVE GRADE GRADE AND EYISTANCE OF ALL UTILITIES WHETHER SHOWN, OR NOT. ONLY EXISTING UTILITIES TO WHICH CONNECTIONS WILL BE WIDE IN THIS CONTRACT HAVE BEEN SHOWT. — — -- — — — — — — — - VENT CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF ALL EXISTING UTILIT'ES ENCOUNIEREO, WHETHER SHOWN OR NOT, AND SHALL REPAIR ANY AND ALL UTILITI(S. I --- G NATURAL GAS B THE CONDIIICNS SHOWN ON THE PLANS ARE BASED ON IRE BEST INFORMATION A1'AIIABLE HB L RUI ARE SUBJECT TO VERIFICATIuN. CONTRACTOR SHALL VERIFY SIZES, LOCATIONS �--_- HOSE BIBB T- AND ELEVATIONS OF ALL EXISTING UTILITIES SHOWN ON THE PLANS THAT ARE TO BE CROSSED OR CONNECTED TO. CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING ANY DEFICIENCIES CAUSED BY FAILURE 10 PERFORM SUCH VERIFICATIONS AT NO EXPENSE c0 TO OWNER. VARIATIONS FROM THE PLANS SHALL BE BROUGHT TO THE ATTENTION OF p--- CLEANOUT DATE MEZZANINE FLOOR PLAN — PLUMBING EIRE SPRINKLER SYSTEM THE ARCHITECT IMMEDIATELY. EOj 22, ►1°u8 - fj CONNECT TO EXISTING UTILITIES IN ACCORDANCE WITH STANDARDS OF LOCAL AUTHORITIES. .� SCALE PROJ. N0. 1/81 (I�011 7 INSTALL ALL WATER MAIN PIPING W1111 A MINIMUM OF .Tfi" COVER. I/�' sl'-D 1ASI — ,^�� DRANK CHECKED CONTACT: HOWARD HANDLEY SHEET NO 00* 460-4204 2 PROJECT N01' IAA y R . ...„ TOM MIC - i I I 11111111111 NOTE: IF THIS MICROFILMED - I 2 _ 3 4 ' - 15 -- 6 - 7 e 9 I1O 11 12 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. ----' r OE 62 82 L7. 92 S2 02 F.2 22 12 02 61 BI LI 91 91 bl EI 21 11 01 6 I0 L I9 S b E T Z 13•i"' �� ,MIIINIInn�nnhnl�unhullNUINnIHNIl111I111111i11I1U111111I1U1IlU1IINII1111IIIIlIIIIIIIuIIIHIIIIIIIII!IIIIIIIIIIIIIIIIII111IIIIII111iIlllllllltllulltHIIIIIlI11l1IIIIlIIIIIIIIIIIIIIlI1111�UIlIIIIIIIIIIllll111 lI�W1IWWII11llI1I1WIlll1)Illllilll�lIIIIIIIIIIIIIIIIIWIIIII MAY 22 91990 , Y - ------- -_.._ ___--__---- ---__ r�--�� -- EME-IZCxE¢ICY G,r-WEI0ATOk AND Tkp�NSF"EIZ� PANEL I VOLTAGE PANEL FEUSH LJ N.l.D � cTo Et �GTRIC, DELL- - P SWITCH 5LJ1'PLILD dY D"Wr-F- LOCATION VA, IZV4LY. L_6 ATE INSTAt✓t,EG Imo'( (�GI1TRhCTGFc. I! I PA�JEL A 120/20$ 100 A PJATURA_ �s F_W4l F_, ISKK --- STOCK MAIN HHKR. 225 A ��! RAF AND FA .E P,IORTH , ;2o/Y4o ROOM SUi1FACE ® I A 400 A BOLT, 1 F-►-� E. CONNECT LohgFLETE. ( I G' .3 B 4 W _ _ .-__' 600 A T L _ _ A PHASE — PHASE A C S z E 1 R>= U REQ II ITEM/LOAD M P - N P ITEM/LOAD I -- ,, R p A B C A_ @ C p F TIME LLUGk= , '4 HOUR, 8 - '---- -n-VAIK FL-�B�QM ♦ Da'( WITH SPR.IKl4 Woutii� . IRC ITS FSK 9XTEEzJo112 11040 1 -- - 4 REs9 I:yE rG�NNG GNU SIEi1•ls cu EAU (o F'AI.IEL. IRAN E PANEI— ANE L P ,E I- lt7 �P�►��— _ 1 I --- - --- - - - 5ET5 OF fF 5OG�' 1 �'U• ARD. I N � �.-1— � -- ~-I `'�}GLI 4RD. '` n ii 35 �- --- W� -.. s_4" UNDERfyf�UNG PvG Cc�r1DLIITS• --65raa0 AIG MIN• KA, -L ° - ------ j Pk0VIDE 4-.800 MGM Cu• IN Er'c H I'S�EAKF_R , SEE - G 21,23. 5, -____- /( CONDUIT IF SEG�NDa.r�� Irl- --- --- -- -- - - l E�TRIG.aL SPEC IFIc _ DL4C,_r0 t-$ ARE NC r S�I�PLIE t> TION TYt IGA1- z 4' f PHASE A PHASE B . PHASE C TOTAL WATTS TOTAL AMPS hs i�IkELTt� LAY I_ITII-TTY d - - - -. ---- -� - 1 - -- LTOT -M 5Y LITIL_iT ( GvMP�+.r-tY. TEIcMIN,�TE -.. 10284 10112 1044 31038— &h.Z _ _ MPANY• PRUVIGE T-T�ENC.H1rJGt LEGEND _ REMARKS: AIJD EAGrcFiL� AS F�EL?�IIf�ED--7 :A l ��UA 1 Zc6A � 2t),'.3 A. � [r�,� �.t�F 600A +ctut L LIGHTS HLO HANQLE LOCK ON _ - _S P / P J S P P F A�E P fs338 f 2L A RECEPTACLES GFI GROUND FAULT oREc /r� t" E 4� S SHUNT TRIP INTERRUPTOR izoU Irl BU5 METEK SOc,1�ET PER PohIER �" r 1z EG0 U I k E M E N TS a ` ---- ----r--- ---- - - -g�I� r PANEI - - - VOLTAGE NEI �r �„ ,M E >t FVEoTt Z T FLUSH ❑ ML M.L.O.Ob�A GT 5 N1�Ack �DISTrz lI�T10 SAT p,ESE�r��P) 3/0 c u raRnyNd cortDL JcTo f� I.5 K►J B 120/206 LOCA ION f ROhlr3 TO i�lltl DrN4 STEEL STOCK IIppsI MAU+ BRKR. 2�5 A INC-oMINcSr SE2VIGE I%4cJ ELEcTIZILAL :FEcIFILnT'aNS, GOLD ROOM SURFACE Ill _A 400 A FKOM UTILITY - GRD !ND FtOD �.Nb C.O. I ``---(iURRE NT T1Z,�NSFGRMER PIPE . 3 O�W - 600 A TRA r�SFr R H��' , ABI IJET, i,-lEATHERPRUOF pq C -----_- __ A PHASE PHASE A - C vERIF ( LOCATIDN Iti1 FIELD I-- VER,F`( CABINET SIZE- �r v M P r_�. — — M P ITEM/LOAD I V41TH F`0I-LER rte• W `r R ITEM/LOAD P A , B� A_ B C ° _. F_ N 25 �� - - 4 N 2 ONE—LINE RISER DIAGRAM U. o \ 9 120/208V, 3 PHASE, 4 WIRE 8 :) U L-OFF10Ef� Ztt _— -.-_ 1: Q \ kr LOAD o- --- LOAn SUMMARY J 1 L-EXTERIOR I N OOn ----- I 1 Y o Q? � N 19 - -_ - I jJ 2�+ V�sTpGjc,�oor2_ INTERIOR LIGHTING, 74.9 KW O1 \ 0 - �' EXTERIOR LIGHTING 5.3 KW Z� 21 —_ R z RECEPTACLES AND MISC. 30.9 KW W W a L HVAC 142.0 KW 27 __ - WATER HEATER 5.5 KW `1' 0 1 111to,l�b _ 29 -- W O r / 1 _-_ --- _. 3 GENERATOR BLOCK HEATER 1.5 KW C �,0 G-S -_ -- ^ ' TOTAL CONNECTED LOADz Zoe 3 ,451 35 - - -AG -- -- d I = 2PO.1 KW @ 208Y/120 VOLTS, 30, 4W = 77g AMPS o _ - - - - Rif~ - -- INTERIOR LIGHTING = 74900 WATTS - 34100 SQ. FT. = ?..1 Z PHASt_ 4' PHASE 9552 A 828o HASE B 84*& C 2r•234 TTS T_T02 9 AMPS- WATTS/SQ. FT. _2 — — -- - Q V w Z C - -�-- - LEGEND REMARKS: a L -LIGHTS HLO HANDLE LOCK ON R RECEPTACLES GFI GROUND FAULT } S SHUNT TRIP _ _-IN1EHRUPTOH NOTES THIS SHEET Y - - - -- - -- - - -- --�--� -- - lO PROVIDE 4'x8'x3/4" AC PLYWOOD WITH TWO COATS GRAY ENAMEL PAINT. vi PANEL VOLTAGE PANEL b,. PANEL VOLTAGE PANEL FLUSH LJ M.L.O. Inl A FLUSH M.L O. L� p LOCATION E 120/208 LOCATION 100 A 0 DOWN TO SWITCH IN RESTROOM ON FIRST FLOOR. REFER TO SHEET E1. C 120/20$ STQC.K �I MAIN BRKR. 100 A _225 A PHARP'IAGY MAIN BRKR. Z?, A n ROOM SURFACE I� A 400 A 1 B 3 W SURFACE ❑ —A 400 A _ 3O CONNECTION FOR TIME CLOCK. COORDINATE DEVICE MOUNTING HEIGHT WITH 3 0 4-W 600 A -- _ _-_ _ _ 600 A EQUIPMENT SUPPLIER. C A PHASE PHASE A C C A PHASE PHASE A C I M P - �' F' ITEM/LOAD I I ITEM/LOAD M P - - - M P ITEM/LOAD I ® CONNECTION FOR CONVEYER CONTROL. COORDINATE WITH EQUIPMENT ITEM/LOAO P A B A B C p _ R R P A e I A B p R SUPPLIER PRIOR TO ROUGH IN. L` - - -- - 4 L- MRtZ. STbC.KRM• 1 22 L:- ^ _Flg- 4 5 CONNECTION FOR VENDING MACHINE, +48" ABOVE FINISHED FLOOR. 5 - -- -- - _ _ Doo Oo 1? oDc__ 5.. EjJ MINA L- _ L"5-�ll.Ea`-F�g O 1 -STgcK ROOM t ¢ IN L� _ - SyP►�M1 c 9 L.A 0 CON'J,_CTION FOR REFRIGERATOR, +48" ABOVE FINISHED FLOOR. 1 DO 2 R-L�AOIN DOCK �• 1t IG p0 Kapo -UNDERF�.OIpR C GT 1 - 11W R- LOADING 3K._ 7 CONNECTION FOR MICROWAVE OVEN. MOUNF RECEPTACLE +3 ABOVE COUNTER 1 A AC. ► 7 S ARE T O - L- s M - - - - --- BACKSPLASH. IF NO BACKSPLASH MOUNT RECEPTACLZ +3" ABOVE COUNTER- 1 R- TOCK ROOM _ I900 I 0 _- 1 - PITT! o0 000 R-_LINDERFL.QvR OL�G7 -----_- _ TOP. 17 `a PARE E 7 g- NO p - vp PARE _ 2( O 1 SPA - _ _ -__- 2G 21 PAS u -. - - -_ -- 8 CONNECTION FOR COFFEE MAKER. MOUNT RECEPTACLE +3" ABOVE COUNTER 21 2 - - -"`-' BACKSPLASH. IF NO BACKSPLASH, MOUNT RECEPTACLE +3" ABOVE COUNTER _ -.-_.. _ c:vOLfflt 2E 2 -�_ - - --- f TOP. bt�rc _HE�.TER -27 29 --{ - Good _ 9 STUB ALL COMPUTER CONDUITS INTO CEILING SPACE ABOVE THIS ROOM AND 29 �--- - 1 - - --Y. O LABEL CONDUIT: "COMPUTER." 32 -- -- - _.. ——� — — _4 - D IL.. 35 _ _ _ _ - _ --- - - - 3E ,0 Ei.ECTRICAL CONNECTION FOR MECHANI :AL EQUIPME' T. COO DINATE -- U 3�LA _ U P d CC'VNECTION WITH ME`:HANICAL CONTRACTO.-� PRIOR TO ROUGH-IN. - - d -- -- - -- - - 2$ 41 _-. - - -- 41 _- - -- _____-- _ _-- -.- _ - - - - 4�- INSTALL CONDUIT DOWN TO DETECTOR INr IRST FLOOR STOCKROOM. ') 7 - --- - - -- -- - I - '` PH,49E A PHASE B TOTAL WATTS UI AE AMPS I 1 T PHASE A PHASE B PHASE C TOTAL TOTAL_ AMPS II _ _ _ IOGeO 12200 ��1"Ido 32�eo - �I -_ l -- ---- -.--- ----- -- ----- -�e62"1- °l�-_ __-_--_. 1310110 CGS.b 12 PROVIDE AND INSTALL ELECTRIC WILL HEATER WITH BUILT-IN THER OSTAT, 2---- - SUBSTITUTION. Iq O WATT. CADET FX-242 SERIES OR ROVED �-- LEGEND REMARKS: LEGEND _ REMARKS: 208 VOLT, 1 PHASE, - APPROVED EF- I _ . -------.--- -- - -_ R RECEPTACLES GFI GRGDUND FAULT -- - ----____�_ --- - - - - IO L LIGHTS HLO HANDLE LOCK ON p _ LIGHTS ---- - - -- 120V• /ZZNP R RECEPTACLES GFI GROUND FAULT - _- 13 LOCATE DUPLEX ON ROOF NEAR MECHANICAL IQUIPMENT FOR MAINTENANCE. D /.I°''� 14 S SHUNT TRIP INTERRUPTOR 5 SHUNT TRIP INTERRUPTOR J - ---� --^--- _-- l4 SEE NOTE 22, SHEET E2, FOR BREAKER SIZE T ,, BE USED FOR EACH ZONE. ' -_- SEE ZONE MAP BELOW. 2 PANEL VOLTAGE PANEL -- - FLUSH M.L.O. `- -A - - - ` 120✓, ,/4n NP IO �-" '--` T- � PANEL VOLTAGE PANEL FLUSH ❑ M.L.O. IGS► - 12A/2o6 LDCP.TIDN 1p0AA t- F 120/20 ILUCATION 100 A F�'HP�RMAC`( MAIN BHKR. P25 A MEZZANINE �1 MAIN BRKR. 225 A r' SURFACE ❑ A 400 a _ sTOGK ROOM SURFACE LN A 400 A ---------- a 4 F-21?.4�,ZL, 3.QI W - X00 A --B 4 W 600 A C A PHASE PHASE A C C A PHASE PHASE A C A# .r., - 1t(D I M P — -- —'- M P ITEM/LOAD I I I TEM/TOAD M P -- r- M P ITEM/LOAD I F11 R ITEM/LOAD p A T-8 A 8 P C F_ R A B A _B 205 _-- - ;4� - _ - - - -_ - togv.,3� 32Mca LtO2rl_- 4 tQQp ___- c7e � R-g A LES 4 I I 5 6 �- 1 �� 1" M INE Ll _ff -- �_ �3 Pa$� — 1 I. _ _ -0- - i 1 --- - - 2 .ALL-I�E'°�u►L_ - E-- - z --+---- - - —ri 31- 4STOR I A - _. _-wA1 L NloulyT sPF.•,K ER 1 �fe—O�o - A--- 21 S_ --- �-�i- = - _ -- ZONE 2 I-1burlT AT ®t'. TY�ICo.- 23 A 3a 2 7 - Is 1 L+ F4L'1 'L-.. E - - O PENDLETON 1g. 21. of 1 ur` . 27 A RSG T 7 - ooe -Gt:P14 27 -- - 99 _ - - 0-2v.2G. - _ _ O PORTLAND -R STRoo 9_._ zA �t ---- L' _ M - i 29 IE.F -2-- --- _ 3 D Lg,Z_1�TE R- FIASLMK.�-_ 20 , �i+oo-] _ . . - "J IZ- _- ._ 3 1 - _ - LINCOLN � _ L� � 3' --- --- - -. 'S -- --- --- --- OSA EM O BAKER -- - - ---- - 9 35 A31, I -�_ --- --- - �- -- ��__ - -_------ � 35 -- -- --- - - - .. 1 CITY TELEPHONE rEIZM goARo - 41 - _.�_ _ - ` NEWPORT O ALBANY ZON " 1 TTEj -1 7, t$ 4.1 ---- -- - _ _ 4, 41 4, - _- - -- - - -- - _ - - - - - W PHASE A PHASE B PHASE C TOTAL WATTS TOTAL. AMPS PHASE A PHASE B PHASE C TOTAL WATTS TOTAL -AMPS o EUGENE O BEND ONTARIO ---- — - — - - - - -- - --- — _ 1Og23 9?_'T1 27bi8 78 - --- -- - lr5,rD73_ Gb,2iF°i_ Gb>a53 Ig21q�5 A - ----- -5��` ZONE 3 LEGENI'` - --- ----.- - REMARKS: -- — _ LFG_END_ - --- _ _- REMARKS: ----_ L LIGHTS HLO HANDLE LOCK ON L LIGHTS HLO HANDLE LOCK ON O BURNS R HECEPTACLES GFI GROUND FAULT R RECEPTACLES GFI GROUND FAULT COOS BAY O ROSEBURG `.,HUNT TRIP INTERRUPTOR S SHUNT TRIP INTERRUPTOR GRANTS O ml ffO D j PASS o O KLAMATH FALLS } _ DATE 1 MEZZANINE FLOOR PLAN - POWER AND SIGNAL 3. LIMATE ZONE MAP SCALE PROJ. N0. 178• - 1'-0' - vel . r-o 44e1�- no scA1.F: DRA1M1 CHECKED JTD "IM SHEET NO E4 o z181/�.A OF 1 R _ _.. 1 1 1 ( I I I I � I ! I I I I I I I ( I! I 1 I ► I I I I I i I I I I I I I III I I T III III I I I I 1 1 li'- _ .. ` ��- _ -� '� '1 I I t l r r!I r I III 1 rII r I IIr r 1 rIr I I rlr 1 I ,Ir I r Ir r , III 1 1 II, , ,IIII I , Ilr I I Ilr I r I+I I I r�r r I I I I I rII I I III I r rllt r ► rII r r III r r I r r rrr • NOTE: IF THIS NICROFILMED I 2 3 4 - _ - 15 6 7 8 9 10 -11 12 DRAWING IS LESS CLEAR THAN --_ THIS NOTICE, IT IS DUE TO 711E QUALITY OF L# ORIGINAL — DRAWING. OE 62 82 12 92 S2 42 C2 22 1? 02 61 91 LI 91 SI t.I EI 21 11 01 a I9.- IL. 1- 9 Is b IE 2 1"•"" �N1lu,duuluuluuluulNNluulnuluull,ululduuluubullludlUlhul(nulnullllll�1111111I11I11RFIIII111r111I1UIIIIIIIIIIIIIrHI11111ll1!InulrmllHllllllllll�llllI1111IIIIlI11UIUIlIIWIlIHW11IWwIw1�IlIUl1llWIIWIIl11liII1WllllllllllllllllllllUllll► MAY 92 , 1990 ,