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HomeMy WebLinkAbout11410 SW 68TH PARKWAY-5 (t 11 Iy 11• r i. i I 6' ADDPE'SS: � , � 1 SW C.9 If910 S)w Ggrl PA2kwAY is\records\microflm\targets\building.doc 1 , LEGIBILITY STRIP C�c 2 3 4 5 6 8 9 10 I 12 13 14 16 17 16 9 2 ?1 22 23 24 25 26 27 {„ E I ri. HON I f lOE 1t�,►.l�1G11�1�1t� 1 I �1 .�.1 1L1�a1.Ll�lll.>1> �1.�1.LI�I�I I �. �.� �1� ..1 l Oa 254 1�, .. " F:-JORESCENT 3.-T FI/TUBE 1 % 4 11/2 BRUSHED S.S. FE SIGN FACE 1/8' TI.4ICK 1 - REVIS,ONS: aY e / O � V Ilki 1/ 3/ 3/ ' 1/ • -- -- 5.5. BENT 1E '/4'x4'x4' 4 8 8 4 1 - W/ 3/4'0 5.5. BOLT S 'x4' 4�/.S. IE 3� 'x ? -- -- --TREVEAL DETAIL 2 4 • 5 FULL SIZE - - - 5.5. EMBED IE '/z'x6'x6' ' 5N-1 --` W/ (4) 1/2,4, x 5' S.S. _ HEADED STUDS CONNECTION DETAIL ( 3 r- 3/4' CHAMFERST:.yLESS STEEL SCALE 3' -0' ALL CORNERS j S G--. PANES, EA. SIDE r x 4w _ U STrK P FLUORESCENT I LIGHT FIXTURE a 1111. ca� Fj Rey �g SIGN #1 PLAN -__—_ CONFIRM 516N TEXT WITH OUNER — T_�- - C �a . PRIOR TO FABRICATION, DUE TO POTENTIAL CORRECTION OF 5FELLING B�" w SCALE; I' : I STATE LEG15!_ATURE. 6 j CURVED STAINLESS STEEL �. SIGN FNEI WITI-4 ATTACHED LETTERS MADE OF I/8' TO 3/16' ACRTLIC, 3/4' CHAMFER TYP.--- F'AINTEC CHARCOAL ATTACH WITH EFOX) FONT TO BE FUTURA BOOK 1 IF ti I -.- cn � b 2,019 FI--. (,.jON PJ _., I CHAMFER 9 ALL CORNERS -__ ------ 1 FORMED WITH MEDIUM DEN51T1 .. to �. (; til !BER BOARD - NO FL7'LLCOD I 5N-1 4_ 4 (__ ') i — _ T Em ' ..... f I 4 I i . : �`; Com, _'a - - -- 11 -01 O.0 SN-! VERT. EA. FACE ---- "5 a li O'c. 1 co - - — - CONCRETE wA� NORIZ EA. FACE cd _ ,4' RECE55E:✓ LE'TERS W �JJ r-Oti 'C BE ;:'T07 lRA BOOK - '~'F: �" Ah�p _A`-.. FIN15W GRADE - \ r W �SLOFES> �dS''� 0 C-6 O FIN1544 GRACE I : ►, =.. r a�,E --�� 6' j 5L OPE 5 NOTE FO''TING TO BE W I I I CA5? AROUND SIGN PANEL � � 05 0 12' O.C. d F� CONCRF" E • .�� WHILE SNORED IN P051 r'ON CC�'►FACTEC 51 AL FILL - !;AT! n i x l'-10 12' O.C. aT: 03;1�.�9� I I r -AI r 45 NOTED APPROVED. 1 0 ,V PROJECT: SUN #1 — ELEVATION - SIGN #�1 — ELEVATION — SIGN #M1 SECTION SN -1 5 - - --- - - 6 - - - 9CALE: I' _ !'-@' SCALE: 1' = 1'-O' �._._� IAF I'r I I I A LEGIBILITY STRIP11 - 19 21- .-I 22 23 24 25 26 2 , 2e 29 3'- F9 8 L 9 5 4 E NONI Su,OC O OZ 2r .%* D PROF - I N, SSS - 17,4 %P E Nq 0 28,E Fw W. [EXPIRES 12-31-99 REVISIONS: BY: ADDENDUM @I Z��FLAN CHECK '5/3/c-* e,\c,0N6TRijcT ION GENERAL NOTES Vf-'�N PROCRESS A 2�0 41 3RD FLOOR A. ALL DUCTWORK WITHIN RATED FLOOR/CEILING ASSEMBLIES OR CROSSING /A\ 71 6/2610A ......... .............. ...L................................_.._........ ............................ ....................... ...... ................................................ ..................................... .............. ...... ........................ RATED CORRIDORS SHALL BE MINIMUM 26 GAUGE SHEET METAL. ..........I.................. ............................. ............................................. (XA') 1 6-0-4 1CD-1 120 j MAII IR0()Vj 36X12 INTAKE LOUVER WITH ..;, NOTES THIS SHEET RID c� X i6pvla -1 BACKDRAFT DAMPER. MOUNT 0 01 r- CEILING RETIJRN GRILLNTH INSULATED RETURN BOOT. ABOVE CEILING. CRG-1 FT2X1 2 ICRG L -700 TYP-2 SEE DETAIL 4/M8.1 01 L- - - TYP 8"0 E ROUTE REFRIGERANT LINES UP SHAFT TO CU-1 ON ROOF. SIZE PIPE L-22_5 E8 0-4 �CD-1 f ACCORDING TO MANUFACTURER'S RECOMMENUATONS. 12XI 2 DN C4.............................. Xr, ! O3SEE DETAIL 5/M8.1 FOR FAN COIL MOUNTING. FSD 81754 SD-1 ION ......... ................ ................I............I.......... L100-4 ICD-1 6"0 04 MOUNT ON INSULATED BASE. ................................. 20X1 2 300 NOT USED 05 Ems'1-9 1 -0 8"o ... ...................711................. ................-.............. 10 0-4 CD-1 8"0 .............. ............... 06 DDC PANEL LOCATION. LOCATE DDC TERMINAL PER OWNER'S DIRECTION 290 TYP. 3 10"0 L 12"0 1 .............. ................. . ............... OWNER TO PROVIDE TELEPHONE LINE FOR COMPUTER MODEM. ................. a 0 -4 -1 i I - I- 14X12 .. . ......... ... .... 8 0-4 CD-1 x;= ROUTE 54X24 RETURN DUCT AS HIGH AS POSS;BLE BETWEEN TRUSSES. i 8 va 255 1060 4 X18 235 TYP 4 COORDINATE EXACT LOCATION \MTH STRUCTURAL. 110'0 SD .......... 0 , ................ .............. ............. A, 10'0 1 FPl-9 8"0 �S AIR lu -3 0-4 CD-1 QQ I VVI REMOVE EXIST'NG 380 TYP 2 10"0 12xl 2 DUCTWORKff CEF,�S 1O"0 FPl--2 VV1 4 .......................................... Q ............... 12"o F 1-- 6"0 14XI2 1014 8 0-4 �CD-1 VVl-1 14"o 54X24 12'0 L-110---�j TYP 2 VV1-3 16x14 12"0 D 8"0 8"0 v 16"0 ............................ ......... 8*0 )PEN 0FRII 26-0 U F, 10"0 S 0 X VV1-4 12"0 I ................ -14"0 11 i FSD 2 12 16xl4 6"0, -'-ISD F cp rl 2'-0-4 -1 10,10 8"0 1 0 so lox-, 3 TYP. 3 1 2"o 6 0 ♦ 225 12*0 Go lu 40 CEG A 10 ...... 290 J, : VV1-5� 16 0 CRG-1 F 12�-4 CD-1 �1 2"0 CEF VE-j 960 480 1 150 D-1 FSD 8 0 EG-1 :-D6 L 220 TYP 2 fioxio 16x14 0 r03 — 1� 200 8"0 El 2 CFP1-1 2 �0-4 _SD-1 W172 CD-2 00 6 0-4 CD- 16*0 F71 31 12'0 4 E;'o FSD I TYP 2 100 L 8"o CD- A W1 5O -1CQ 6 5 F1 0'0--4 -1 S 10 FSD 1-12"0 t -1)? 3 14'0 8"0 0 1 1 OX 0 1604 22x14 FSD 16% Up --14X12 ---10EG-2 6"0 6 0 n1 5pj F-7 ---�FC�-13 I 4x14 8 10"o \\ t 14"0 C RG-1 0 ...... 10"o 8 FP1"8 1- 600 ---- 10"0 12"0 10'0 3"o 5 4 4 % p 6 120 .,\ -, . . i S DN UP F S 0 CRG--1 12"0 _j 0 1 1 2641'�,, / 4 0 20x14 -16xl4 F 14x14 FPL:j:� -!-ZO-4 CD-1 10 0 CD-1 ��`ICD 300 TYP 2 440 1404- 14 2"o 1 O"o 8 0-4 SD-1 ;,-j "! -/--1 20"0 77v7 A 1 17?0-4 C 1 O"o 8"0 270 .................... Z. 22X12 �J7 2 0" /5 .......................... ................................... 12 0 CEG-1 "0 ............... ... 8"0-2 =40!03-cG 12"0 10"o 1 14"0 _�OCEG- L -,c I 10"o L 1130-J 8"0 FSD -2-,X'12 0-4 CD-1 "f -,D 10 0 100 C'Oh'. - .- A5 LU 6- --J�--4- — 1. 11 1': - F 6 100 TYP 2 FID 5 4,*< ...... VV1-7 4 CD-1 1 8"0 CEG-1 &D .. ........... ............. 10"r- L 8 L 200 FSD 8'0 12'0 -0 8*0 1. =20-4-jCD-I .............. 10 0 -10EG-1 t 2"0 16X14 MOUNT MIN. 8' A.F.F. m7l� I/T\1 4. F11 D-3 WITH SIRDSCREEN.: S Fr'-7 X, 0 8"0 F --'?'1 2 - FP 1�-7 A r I .................. 10Oo 0"o 6"0 10 0 14-0 L 0-0 10 200 TYP 2; LL V) X VV1--6 0 (D 14X14 4 1OX10— S 8"0 Nu, 3 20X12 12 0 FPI=A -EPlD4 ro 0-4 1 D-1 8"0 10'0 20X16 140 1 10"0 4 260 NN:? ,k T'Y? 6 SD-1 10"o 122X12 ....................................... ................... 10"o X16 .......... r 22X12 8 0-4 CD-1 . ........ -T7- ? 265 CF 1 10"0-4 ICD-I ............. 1010 ................. JTYP 16k14 LSI '4- 8 0 4—A 12 8'0- INTAKE LOUVER WITH BACKDRAFT DAMPER, 10 0A (D (S) F MOUNT ABOVE CLG. AND CENTER OVER WINDOW. L --T�SD-1 12X12 Uj 300 TYP 6 TYP 2\ -10"o 171-5 EP-1--Q i 0"o ............ ...... I I I'. I I - . 0- S 0"o 12IX12--f 0*0 1 0"o 170 0 12"0 .............. .......... .......... ............ .................... -I 0"o 8�-4 SQ-1 7 e!m 200 ��SD-1 8"0---4 SD-1 1 EO0 4r'lSD-1 10 0-4 SQ-1 L. 250 [�5 TYP 2 1. 270 TYP 2 270 T 4 < DATE LAST PLOITED: DATE: SCALE' 1/8"=I'-0" DRAWN: ANM APPROVED: SED PRO.'ECT: I I LA2 c5& SHEET NO: ',A ('K„ PROJECT NO.: 9 PARKk %) INTIR-rAff ENGINEER INC INC. Consulting Engineers S!,42 n We Rftd. ■M2 .1 wdinub.,o,pa 97M %1L.-6394 FILE: 389JM21 DATE: 07-01--98 TIME: 09:55 Stevit, Dacus 9" OF .....own" -womb LEGIBILITY STRIP CRT larl I TrI I I—I iOmm"i cm 2 .3 10 11 2 I1 3 4 17 110 20 21 22 23 24 25 28 27 28 2I9 30 ZI 11 HONI 1 109 tu- 0a ........ a I 0 PROP I, •- ;,,j 1 l�.r.3' t 1 ) 1�we.�� I •' �' t �•� � ��` gINF SJ' 17, .r ORE 28, G fw W. F�\ 12-31-99 NOTE_ S THIS SHEET REVISIONS: BY: HANG TERMINAL UNIT SENSOR WITHIN LEASABLE SPACE. VDDE'ND121 61 I PROVIDE 40 FEET OF CONTROL WIRE WITH SENSOR, I 1/18/94'ry PLAN 0-t.ECK I 2\ 10'0 STUB OUT FOR LEASABLE SPACE EXHAUST. CAP FOR 6 9/3/'96 FUTURE USE. QGOWFW–TION ^wtivti^��' SEE DETAIL 4/M8.1 FOR TYPICAL ACOUSTICAL RETURN IN PRDGRES9 8 0-q SD-1 8 004 TYP, 2 BOOT CONSTRUCTION. p 4 ;� FLOOR �� .. ::: • ... I:<:.., .;: � TJ. 4>iR4i/9� Ilj"`� I I 250 30X16 LINED TRANSFER DUCT ABOVE CEILING OF LEASABLE A f I II `l SPACE 233 AND BOARD ROOM 230. I} ? ( /...... t ) O5 FAN POWERED BOX WITH MANUFACTURER'S STANDARD 8"o � „ - 11 �.•, �""� SOUND ATTENUATOR. _ 1 r �! j `' -........... 8 0 MOUNT 1OX10 DUCT AND FIRE SMOKE DAMPER BELOW r I I, _ 54X24 RETURN DUCT. FIRE/ 6 I 12X10 !p 6„0 (� .. � �� THIS SECTION'S DUCT LEAKAGE NOT TO EXCEED 0.25% OF l........... 6 - -1 N i / . 0 ” RATED FLOW SE SPECIFICATION SECTION 1550 I' PARAGRAPH 3.09, v� r...rYrrmmmrmwrrrr,:.:. 14X12_.LAI .mnv,rrnmvmmn,rrrr.... „n�,U X .. O ROUTE 24 RETURN DUCT HIGH AS ...... ......... t 1....,.. �..7A:a•. .. .... .. -...-..�•.. ] �n,,, unn,„n,u:.",. ' f..1 (%G TRUSSES. COORDINATE EXACT OCATION WIOTFSISIBTLFE2UBTURALN ».. ». --22 8 8 0-4 SD-1 ! I I I k �. 1 1...............' 1 1 ��:::: +::c........._ L....:.....::~. �:,:�' 8 0-4 (,•.. 1 , 210 1 ,,,,•,,,,„,„ , J SD '1 i.�✓,' rc9 � RELOCATE SENSOR 0 DEMOLISHED EX=WALL w k CD-I i '........ .....:r:. I 2 NEW LOCATION. pq . ..........I.............................. / c- • '! 18 r. TYP. 2 ...... ;' }' �.. rr FP2- I II ( I 8"0 ` I ,.....,\ :... ........ ...1.. v * `G,...... 1 I 150 A X«". f3. I »»... I.............................:........... ¢j r .......e/ �I 200 ......... ................. 1 / 8 m' p V • B 0 - I ( 12X12 I ;: ,.. ♦ K`o`a % �^ / ` 3TAiR Ori I !' W2 I S f � , .... ... l' ................I 10x1 r y {{ j�.nr S •fP„ 2-1 l�w� 10 0 Ij} - 1 ,• __......... '; ` ,`\\a\\ gyp/ " � : , 1 zoo, CEG 8 0 4 r -54X24 ►, :: C • 200 T 1 P. 4\ i 610 0 Al T " ` D . • 14x12 . 14X12 . � _ � i-SD'� ��. ''�'��% '� `,•� ...... _ g"o �t ,.: I 16"0-_ `�, T � _Ga , , 0 , t0„0 _ FSD Ij CEF-3 6 0-4 CD-2 t���, ” 14X14 5 . 14"a 150 20"0 1 " 0- - 8 0=2 -CD FSD. FSD 0 20154 ' 2 % / 61304 / CD 1 _1 � I �+'_' � � , .' FSD \Z 10X10 C f2.� 22X22 CRG-2 ,n 8'0-4 SD-1 10"0 (FP2_Tr > ___/ 150 to"0 --- 8.0 W2-3 �: `✓/� '� ` 200 j ��'= 75 :. .` VV2 1 S 2 TI :! 12"0 r E"0/ FPZ-6 0 0- SD-1 ID v_ 8"q� - - _ ,, -• \ FP2-9 826 TYP 4 _L'1 �} \� 54 "T - �� .................. ........, .. ( - 8 m CEG : FO "m zea r �• 8 0-4 CD-1 i -- 12"0, a 6 -4 Gb-1 :.; S �'�. F 250 TYP 4 C<, " F'i� 00 2:'X1? _ 0 D- 14 �: ", 12"0 Sp O " 61 - TYP 12 12"0. 8.•m \' 0 A i :. 10"0 16"0 - W 10X10 /-1Q"0 C:G 10 0 CE -1 26"0 DN 6-0-4 CD--11) 36"o UP / -14X12 --• ... u. r �, 10"0 - _ {' 75 �t --- � 8 ¢-4 SD-1 300 �, 12 0 FSD 0 –4, 'I 15 2 _ „ • v/ "0 DN 12" t8 i� FD 6"0 6"0 0 0 ------- P? 22X22 CRG-1 / ., 1U"0 - 12"0 O -14X12 8 ... . . - f f '12"0-� / / FSD FSD / -�-� I 1 � C \, WICD FP 8-0 / vs � _ _ 10"0 250 TYP fF�g 10X10 �J 111..111 6" -, ,. - - F"m 14,14 —1O^0 --a al - " " _- 12 0 1 -a,a OO _ 8 1 u..� --10"sh -1 0x10 ► 8 m-4 SD--1 \ ; i 230 TYP 3 -1 ( . 10 6"m 10X10 8"m-4 SD-1 el ,' \..' � ..:., �• _ __ _ 8"q ..� L-170 _ � � ., 10 0•-4 CDP 1 1 V"0 TYP \ \� 2"i� 54X24L�FP -10 275 T ' 3$"07 - --- - _ 2 ' SD -/ t iQ� 10*0 s _�� s,m 8"a 8 0-2 CD-1 ,. 5 FP2-4 VV2-5 Ii -10"0j /i' .= -16"m 14"q O 150 % _ –1 W2-8 CD-1 6"0 CEG-1 6-0-4 CD-1 8"0 - w -\ TYP. 6 14X10 205 TYP 2 \ 7 100 10"0 —i5 W2-8Z 0-4 CD-1 _ �— i , \ _ 6 m-4 I 75 _. 1 i .. . _ ._. ... ... - _. ._. ...... .......... ..................�.................. _...._ � .... .... ._ I FSDD_ 5"0 --- -- 8"0 o"q VV2—z I o- TYP 2 ✓ .......:. cD-1 -8"0 28X17► TRANSFER DUCT IT 8"0 ,r 10X10 :,�-1 �� 114"0 ABOVE DOOR C �' y: < C/ . a r.../ \N2-6 -14X14"' 6"0 i I i.2"..01 6"o-4 CD-1 S 4 ,.. i 10XT0 "V / „ T..,j i I I I 8"0- 12X10 2 TYP 2 - I 10"0' . . . ._�" 7 —10.0 I ....... I". " 82254 STYP 12 4 14X14 i ,,tt b..Yttt"`•fttlff tl'].:itt}ItM"^tl ttM C g"0 _,- 12"0 I - " I! 1 - 8 0 EG-1 --. 23(10 c' __.-- If I 200 1 =- ---- ,..� "' EF2=�': { ' " - 180 Irl8"� b � C 1�71r 84 �....' i \ a I, } _4 1 0'0 I } .......... ' 14X14- 8 8 0-4 CD-1 8 0 44 CO-1 i t y " TYP 3 �,'....... ............ / »......... ............... _ _ ._ _ .......... ... 250 200 f 10"0 I OII t is j � car::i rr.r liI ' I� -14X14 ••` 0-2 SD-2 I 12X12.... ._.. I i iI �I a..,� II I ! I < i 8 0-4 CD-1 rn _ 2 135 TYP 6 1 1 C.c:"EN OFF1 E Ii �, : .,h 250 y d 1' Ili 12X12 12X12•••-, ,, ■ M TYP ; it - -, FP L...._ 10,10 �.....1,7,"tb �� I �. 10"oj-�J �. ' f! �. 3 8 m-4 CD-1 ;, 1 10 0 } -�YP 2 ..... .... .... ,:. F. . 11 10 0-4 SD-1 I FP2-6 SD-1___� Ls / ! 300 TYP 4 300 TYP 4 I I �-� DATE I f ; I PLOTTED:T DATE: 7/1,/9(o SCALE: 1/8"■I'-21N — -- i III DRAWN: 16N 1 APPROVED:� SED PROJECT: 118296 L., < i i i"I J I�j` i SHEET NO: PROJECT NO.: 98J89 1 SECOND FLOOR PLAN HVAC - lNTERFACf ENGINffRIN�INC. 1 1410 WA 6N"' Consull inq fngineers 1'I, 1 of 32 SCALE: 1/8"=V-0" —" - 0642 St We pad. M2 , 2 ^te.e Decca 15PJ)059-M OF ;'1■III■■■■■!■�-. y:c ,..n.vw.:,,.. . ...•,.....+.+.,-...............".... _...,...,....._......_,.....___.... .,....- ... n rm. -.,,« r. y,ti r.... . .. .. N -,�.::w..+l+pt•It�' [3N cm I I u u Il LEGIBILITY STRIP o 2 3 a. 5 6 e 9 IO II 12 13 la a 17 a 19 20 21 �a 25 2e 2� 2e 2g 30 om .l k' ZI I I QI L b HONI Yo, lLll.!a_I11.1 iiJ 11_ITLI�I L1LI!Ii!iI;, I; �II!,i ! I I ��I I i ' � I oz _�.,.-._........... ..n....nx.w+•v-xe...w r_....r. .,,«."•.- w,4.,!M•�';4.�r .. . _ - .. .. _ i .. .e r•.1 iii'n m9 t o• � y _ 7" OWN , 1 �I y ) B B.S C ) G.5 �E.l� F,l ��0 PROF II 17,4- 5 VRE 9R Av �Op 281%9 L� Fw W F 9- 2-31 -231 99 REVISIONS: BY: QADDENOLIM 01 l/18/96 0 QPLAIN (:NECK �GG�19TRiJG f ION _ NOTES THIS SHEET 6 '" ' � �0_4 SD-1 8 m-4 SD-1 1 m-4 SU-1 0-4 SU-1 A TJ. 6/26/96 Q2Np a 3RD INLOOR 100 110 I 235 TYP 2 T--250 I O SEE DETAIL 4/MB.1 FOR RETURN BOOT CONSTRUCTION. O2 ROUTE REFRIGERANT LINES DOWN SHAFT TO FC-1 ABOVE ®3RD FLOOR FE-V&f I it 1 1 COMPUTER ROOM 122 CEILING. SIZE ACCORDING TO �/ MANUFACTURER'S RECOMMENDATIONS. -E C; CE I O3 MOUNT VAV BOX SENSOR ON INSULATED BASE. �o pw 8"0 CONFE 3N 8"� 8"0� - 8 Q 4 CD-1 y(Bl O4 60X82 ROUE OPENING FOR RETURN AIR AND SUPPLY DUCT. 285 TYP 4 rP3-4 FP3-2 S3 �� S —� � � NOT USED 10X10 FP3 v w EP-3—3 r �'� O ROUTE 6'0 WATER HEATER FLUE UP TO AGA APPROVED 1/\y c,:)- ROOF CAP. MAINTAIN CODE REQUIRED DISTANCE FROM ALL $ --- — — —- --- --- i - -- - -_ L OUTSIDE AIR INTAKES. lV 10X10 FP3-3 tOX10 .I 1-0'0-----4'-ISD-1 �� 7 TWO 10X10 COMBUSTION AIR DUCTS FROM GRAVITY HOOD. $ II ONE 10X10 DUCT TERMINATED WITHIN TWELVE INCHES OF _ 8'm CEILING. OTHER 1OX10 DUCT DOWN TO WITHIN T,YELVE INCHES OF FINISHED FLUOR. COVER TERMINATIONS WIrH BIRDSCREEN. �I ' O8 ROUTE 54X24 RETURN DUCT AS HIGH AS POSSIFLE BETWEEN � �8"m \ 6"0 1 / �� TRUSSES. COORDINATE EXACT LOCATION WITH STRUCTURAL 12"0 ^\ ICE v ( a - 10"0 FP3-6 / r� O9 ROUTE SHEETMETAL DUCT DOWN SAME SIZE AS FAN OUTLET ' �"0 t— --- -- S F I OFEIGE AND TERMINATE IN SPACE AS HIGH AS POSSIBLE WITH w ILES ® -_-____- S ,/ / — ,.� BIRDSCREEN. OPERATE FAN UPON SIGNAL FROM FIRE ALARM LJ SYSTEM. " " 9 EF-3 8"0 8"� 6"0 10x12 '' 6 "1 20x14 ( 32D n FSD Q I i a 16X14 � 8 m-4 CD-1 8`0 FP3-1 140 12"0 12.0. NFERENCE W3-2 `} 14"0 , CEF-1 ✓ 14X1 .1 / 12"m 60 16"0 -�_ _ 54X214 OPEN OFFIC 200 / ' 12"m 8"0 i 318 ) 0 3 "o -o`m' 6 0-4 C -1 -, a � �, 'td ER LOB . ---- 1F m F$D �. 8 0-4 SD-2 ----- _ 2"m- ---------- =-- ------- \ 10X10 A , 01 ,0 m 240 TYP 8 1 10X10 CEG-2 \ - 8"m W L 10"0 8 CEG-t, ! I 200 X28 / 200 , ' 12"m 16X14 17_"m w0 R l 22D TYP . FS / CU-1 w /12 -4 C -1 HOT - I1 FSD 1UX1 10 -2 f �. 8"0 \ 250 ^ � .. 10"0 , 20"0 D 260 TYP 2 E <� \ 8"00-4 SD-1 10 0-4 CD-1 `� 6"m ,% FDS ��� 20X1 `�\ \ i� 235 TYP 3 285 TYP 4 /', ri_ • FP3-13 w0 W3- i 1 46 P �Q3 ` ,.< 8"0 ),1 12000 1 t ( _--— — ----- - — 14X12 / _T 36"0 N •_ - , �. 1 t �_ \ _ — _ - - - 6 14X10 % 16 m 22X -2 ------ _ _-- -- --- 8"m OS f 1,� j --8"m P �� « `� 22X22 — 10� Eti - __ AC-1 / -8 0 '20"m FSD 10"m DN .� FSD �. 2 " 10 m-4 CD-1 03 4e S - 101 , ` 325 TYP 4 1 22 CRG-1 W3-4 — 14"0 22,m -FSD '� -20"0 ON, CEF-2 ^10X10 12x10 \ 'I; 10X10 --- 1 2 TYP wA- 6"0-+ T FSD - - 121"0 "54X2 • FSO C� LF_ m-4 CD-1 8"0 -10X10 .� 14X12. 150 -^��M =' W3_6 �"''- �' 10X10. �', : : CD-1 '� - FP3-12 /Ill t0m-4 S,�-1 ` 6 0-4� -- 270 8 0-4 SD-1 ��_ __ - v 8"0 ' ��Cq FSO 6"0 —8"m 10"m- �T- 12"0 —10"m -- - 210 TYP 6 � 1 10 m 14X1(1 � ,r" ,'�. J 14"m IcTJ? ,-14X14 �-EN OFFICE - W3-5 / .� FP3-t2 c Ec*-1 6"sa-=J �` �� 11 W3-b -8"m 6"m —• 10"m f \ �' . - 16`0 —_� I 8"m 8"m 10"m- 10X10 I V I . RK c^ ' S MOVE - uj r _ _ AI3nVE SYSTEM it .-_-- er � 1 FURNITURE ON WALL. 46"0 UP 5 v�-a SD-1 10"0 36"0 ON 10" i0"0� 6"0-4 CD-1 12"0 �-8"m —10'm teo s m-a cD-1 20"o `.�„ I 16t2xu 10"0 100 TYP 2M� A \` � 10"0-4 CD-1 =___ _-' 8'.m�'_ .--• 14"0 \\� 8.,0 - 300 12_X10 I " 12 0-3 CD- 1 EF-4 9 w ---"--{__ �-- / 8 0 \ 8 0 CEG-1 -12"0 6 0 - Fr 3 11 405 _ -- - _ /- ---- -- 200 'W3-7 - — _ 12_ m-4 CD-1 10"t / 10X10 V ' / " r.} 330 TYP 6 �` • T -1 1 8"0 / \ ,o � 10"m L 'l A 4/ �- STAIR 03 I C�iG RE \ \ 1ax1s FILES 3� -- s 14"0 14`0 311 ,0" - - -- _- µ C' t rF 3130 1 s"m 10"0 -10"m _ e m-4 SD 1 0 J 8"0 12 m-4 CD-1 10"0 6 0 -- 165 TYP 2 1K 405 TYP 3 10X12 r 10"m 10"m =_- - - _--- -- 10 m 4 SD-1 --- — — „ —18x12 — �� I -48X14 ---- - -- -F-. I� FP3-9 --� FP3-8 -�`" �I I OPEN OFFICE ( FP3-10 " 8 0-4 SD-1 `� � 220 TYP 3 -.-- I3 ' �� � 312-1 / OFFI 16X10 —14X10 10X10 8"0 14"0 --10"0 . 1 EE37tom w 1_11_1 1 11 8 m-4 SD-1 11 2.35 I 8 0-4 SJ-1 ; 10 m-4 SD 1 245 TYP 4 295 TYP 4 1 I t K I DATE LAST I PLOTTED; I I I I I I DATE: 1/1/96 SCALE:-- i/8"21 -0 I DRAWN: ANM APPROVED: SED PROJECT: 118296 1 C a CCS H K N 1 SHEET N0:` - y �/ PROJECT NO.: 98389 1 THIRD FLOOR PLAN H •AC /� INIERfACE ENGINEERING /AC. e5/2 9C leb Rood. phCAt• M2.3 SCALE: 1�8"-1'-U" vll..H l orq""v171P {oa;a^s nasi - -- ,ste," encu, f`uq aye con OF . , FILE: 389JM23 DATE: 11-04-98 TIME: 09:24 -� -- - — ----T- - — N.. 1 I ,1111. 6 13 I O I k.n•�u Ommwi Chlii i'rllil III'��, I 5 8 It IIII IIII;1� ';' lel 1 I:_ 13 114 '••.`• I161,I Irl' ..d-•IL oto-19 217 21 22 23 24 25 26 27...,,E ' �III IIIA lili�ll�ll�l I i�ii� I LEGIBILITY STRIP o e 10 F I I OI MON I I IOL, l,1�1lI�11�11111L111�a1�11!111 11�1111t�J1111a11L��1i11J1Li, �11L�11 �.lIIX11 I�LLIJ II'1!;I 1I III�II I I1 1I II !LII�II I'.IIIII II I11_I II 1Ja:lll�.illJ.Li�1,i � L1Ltl.l�11�.111JLa1.L1.�1�L�1.1�tU11.1.�11J�1L1LWL�Jlal�l�l �l.liLf�.11 1111.11IJI oz .:10 1 1 11'1. loom. � - .. .. .. � .. ., 1 1. . ' . .... . .. .. .... . . „ .. ,•1,._ ..-•.. .. - - gr. ,.,...... ,.. .....wr>. r"...,.. .:. 11.r . ..... r a. ... ._ ,. . .. -: r r ... ;'. a� K C e4. 1a w$ . W I kNE 17,43 EG lad Fpj 28 199\GT R W. F � AND GRILLE SCHEDULE EXPIRES 12-31-991 D v RHINAL UNITS SCHEDULE DIFFUSER, REGISTER ;y FAN POWERS V.A. , TE - REVISIONS: BY: _ __ -- SYM TYNE FACE FRAME DAMPER FTl6ii_ MOOD W. - SCS - A DE GLIM �1 HEATWO PRIMARY MAX STAT. MAX. "W FEATNG 11�y ELECTRICAL FAN CFM PRES. LOSS AT CAPACITY SYM19m AFEA SF3iY® q N W,C DSP=l0' KW SlA(� V0.�PHA CFM FP CFM _ $ CD-1 CEILING DIFFUSER PERFORATED T-BAR NONE Wi I I E T I TUS PCS 24x24" I q;E QPLAP� GF4ECK - 5 9/3/96 FP1 -1 OFFICE 106 PERIM. 1110 500 0.40 35 7 3 1480 3 600 1/3 1100 Cp-2 CEILING DIFFUSER PERFORATED SURFACE NONE WH ITE T ITUS PCS C,ON9TR1lt:TIG+fd M PROCsRS83 FLCOR FP 1 -2 AUX. SERVICE 103 1060 32.0 0.40 35 5.5 2 480 3 525 1/3 845 �� , 91�/w CPG-1 CEILING RETURN PERFORATED T BAR NONE: WHITE T ITUS PAR 24x24" FgCE A Ta. bn1��s FPI - LUNCH ROOM 101 2250 480 0.40 35 7.5 3 480 3 525 1/3 1005 GRILLE t 24x24" FACE 3 FP1 -4 CONE. ROOM 131 420 gp u.40 30 2 1 277 1 220 1/15 310 CRG-2 CEILING RETURII PERFORATED SURFACE NONE W+ . .E TITUS PAR GRILLE ' FPI -5 PLANNING 133 d70 260I 0.40 30 4 2 4bO 3 320 1/15 610 CEG-1 CEILING EXHAUST PERFL,'�ATED T -BAR NONE WA ITE T ITUS PAR 24x24" FACE °a 0 o!z FPI -6 OFFICE 125-126 1280 380 0.4G 35 5 2 480 3 320 1 11r, 730 CEG-2 CEILING EXHAUST EGGCRATE SURFACE NONE Wi ITE T ITUS 50R FP1 -7 WORKROOM 124 260 60 0.40 35 2 1 277 1 200 1/15 260 GRILLE c+ A FPI -8 OFFICE 104 480 160 0.40 30 2 1 277 1 250 1/15 10 SD-1 ADJUSTABLE LINEAR 2-SLOT T -BAR NONE W1 ITE T ITUS ML- 9 WITH INS. PLENUM n SLOT DIFFUSER N FP1 -9 OFFICE 111 430 160 0.40 30 2 1 277 1 210 1/15 370 FP2-1 LEASE N. PERIM. 1100 330 0.40 35 6 2 480 3 350 1/15 680 SO-2 ADJUSTABLE LINEAR 2-SLOT SURFACE NONE W11TE TITUS ML-3 WITH INS. PLENUM �$ SLOT DIFFUSER 0 FP2-2 LEASE E. PERIM. 980 29C 0.40 35 5 2 480 3 2711 1/15 565 SR-1 S IDEWALL DOUBLE 1 -1 /4" OBD AH ITE T I TUS 30ORL SEE PLANS FOR S IZE � FP2-3 LEASE S. PERIM. 400 120 0.40 35 2 1 277 1 275 1/15 395 SUPPLY REGISTER DEFL. BORDER � FP2-4 BOARD ROOM 230 810 240 0.40 30 4 2 480 3 350 1/15 590 W/ SOUND ATTENUATOk U a NOTE: USE TITUS FRAME TYPE 6 FOR ALL CEILING DIFFUSERS WITH FIRE DAMPERS. FP2-5 OFFICE 228 PERIM. 1200 360 0.40 35 5 2 480 3 350 1/15 710 ~ � FP2-6 OFFICE 222-•226 1200 360 0.40 35 5 2 480 3 350 1/1 710 EOUIPMENT SCHEDULE FP2-7 OFFICE 218 625 190 0.40 35 2.5 1 277 1 275 1/15 465 FP2 -8 OFFICE 214-215 470 140 0.40 35 2 1 277 1 220 1/1. 3610 sym3 L DESCRPTM F3.ECTRICAL a FP2-9 CONTRACTORS 213 1060 315 0.40 35 3.5 2 480 3 275 1/15 590 AC-1 PACKAGED VAV ROOFTOP A/C UN IT WITH GAS HEAT: 46OV/30 SUPPLY: 23,200 CFM AT 1 .50 IN. E.S.P. EXHAUST: 18,560 CFM AT 1 .00 IN. E.S.P. :40 MCA U► FP2-10 TRAINING 211 1230 300 0 40 30 3 2 277 1 350 1/15 650 7,000 CFM M IN. OSA. 3� HP SUPPLY FAN MIN, COOLING: 845 MBH TOTAL, 679 MBH SENS. AT 80'F EDB, 65'F EAB. 95'F AMB. 7 5 HP EXHAUST FP3-1 OFFICE 318 PERIM. 1260 370 0.40 35 7 3 480 3 350 1/15 720 53'F LEAVING COIL TEMP. FAN MIN. HEATING: 500 MBH INPUT, 41C MBH OUTPUT; WITH ROOF CURB AND ECONOMIZER. FP3 -2 OFFICE 3,'2 210 60 0.40 35 1 1 277 1 175 1/15 235 MIN. 8.5 EER. APPROXIMATE OPERATING WEIGHT: 11 ,200 L.B. FP3-3 CONF. ROOM 323 470 120 P.40 30 2 1 277 1 220 1/15 340 AC-2 PACKAGED VAV ROOF FOP A/C UNIT WITH GAS HEAT: 460V/30 r FP3-4 OFFICE 324 250 60 0.40 55 1 1 277 1 175 1/15 235 SUPPLY: 23,000 CFM AT 1 .50 IN. E.S.P. EXHAUST: 18,400 CFM AT 1 .00 IN. E.S.P. 240 MCA p 6,900 CFM MIN. OSA. 30 HP SUPPLY FAN FP3-5 OFFICE 325 PERIM. 310 90 0.40 35 2 1 277 1 175 1/15 265 ;AIN. COOLING: 843 MBH TOTAL, 676 MBH SEN. AT 80'F EDB, 65'F EMB, 95'F AMB. 7.5 HP EXHAUST 53'F LEAVING COIL TEMP. FAN FP3-6 LOBBY 202 1920 570 0.40 35 11 3 I 480 3 675 1/3 1245 MIN. HEATING: 500 MBH INPUT; 410 MBH OUTPUT; WITH ROOF CURB AND ECONOMIZER. MIN. 8.5 EER. FP3-7 WORK AREA 315 660 200 0.40 35 3 2 277 1 275 1/15 475 APPROXIMATE OPERAT ING WE IGHT: 1 1 ,200 LB. FP3 8 OFFICE 313 PERIM. 1215 360 0.40 35 5 2 480 3 350 1/15 710 FC-1 HORIZONTAL MOUNTED FAN COIL UNIT: 208V/10 2,000 CFM AT 0.50 IN. E.S.P. 3/4 HP FP3-9 OFFICE 312 PERIM. 1180 350 0.40 35 5 2 480 3 150 1/15 700 MIN. COOLING: 58 MBH TOTAL, 41 MBH SEN. , 73F EDB, 6317 EM6, 55F LDB. COOLING CAPACITY TO MATCH CU-1 . FP3-10 OFFICE 309 270 60 0.40 35 1 1 277 1 220 1/15 280 APPROX(MATE OPERATING WEIGHT: 215 LB. FP3-11 CONF. ROOM 308 330 90 0.40 30 1 1 277 1 220 1/15 310 CU-1 OUTDOOR CONDENSING UNIT FOR FC-1: 208V/30 MINIMUM COOLING 58 MBH TOTAL, 41 MBH SENSIBLE AT 73F EDB, 95F OSA. 23 ►+ICA• FP3-12 OFFICE 306-307 450 130 0.40 35 2 1 277 1 220 1 pt 350 TO MATCH WITH COOLING COIL OF FC-1 . FP3- 13 OFFICE 305 PERIM. 705 210 0.40 35 3.5 2 480 3 275 1/15 495 CEF-1 CABINET EXHAUST FAN: 120V/10 1 I THRU 200 CFM AT 0.25 IN. E.S.P. WI1H INTERNAL MOTOR, SPRING ISOLATORS, ACOUSTICAL INSULATION AND 220 WATTS -1- CEF-7 BACKDRAFT DAMPERS. MAXIMUM 8.0 SONES. 1 y APPROXIMATE OPERATING WEIGHT: 40 LB. j `I 208V 30 , EF-1 CENTRIFUGAL ROOFTOP EXHAUST FAN, ALUMINUM HOUSING: / 3,350 CFM AT 0.75 IN. E.S.P. WITH CURB AND BACKDRAFT DAMPER. MAXIMUM 11 .0 SONES. 1 -1/2 HP ■ate APPROXIMATE OPERATING WEIGHT: 210 LB. ) EF-2 CENTRIFUGAL ROOFTOP EXHAUST FAN. ALUMINUM HOUSING: 120V/10 400 CFM AT 0.75 IN. E.S.P. WITH CURB AND BACKDRAFT DN,.vLk MAXIMUM 8.0 SONES 1/4 HP VARIABLE VOLUME BOX TERMINAL UNITS SCHEDULE APPROX IMATE OPERAT ING WE IGHT: 30 LB 1�OV/10 � PF&AARY MAX STAT. MAX W FEATNO HEATM B„EC'TpCAL EF-3 CENTRIFUGAL ROOFTOP EXHAUST FAN, ALUMINUM HOUSING: CFM PRES. LOSS AT CAPACITY 1400 CFM AT 0.125 IN. E.S.P. WITH CURB AND BACKDRAFT DAMPER. 4 HP SYII�OL AFEA SEfiVFDMAX- MN N WC ASP=V LO KW STAGE VOLT PFIASE RA S APPROXIMATE OPERATING WEIGHT: 200 L.B. �,.. _ _ _ _ EF-4 4 CENTR I FUGAL ROOFTOP EXHAUST FAN, ALUMINUM HOUSING: 120V/10 VV1 -1 OPEN OFFICE 106 1590 470 0.40 35 24 1 W 1400 CFM AT 0.125 IN. E.S.P. WITH CURB AND BACKDRAFT DAMPER, 14 HP VV1 -2 IN1ER IOR 136-143 720 300 0.40 35 - - - - 24 1 APPROXIMATE OPERATING WIGHT: 200 LB. VV1 -3 INSERT. MACH. 115 1210 520 0.40 35 - - - - 24 1 VV1 -4 STORAGE 118 400 iOO 0.40 35 - - - - 24 1 W1 -5 COMPUTER ROOM 122 975 290 0.40 35 - - -- 24 1 VV1 -6 OPEN OFFICE 127 1120 330 0.40 35 - - - - 24 1 0 W1 -7 OPEN OFFICE 127 1530 460 0.40 35 - - -- 24 1 C) W2-1 LEASE INTERIOR 1020 300 0.40 35 - - - - 24 1 W2-2 LEASE INTEP IOR 800 40 0.h0 35 - - -- 24 1 VV2-3 ELEV. 1-013BY 239 780 230 0.40 35 - - - - 24 1 W2--4 BOARD ROOM 230 410 160 0.40 30 - - - - 24 1 j W2-5 BOARD ROOM 230 410 160 0.40 30 - - - - 24 1 W2-6 CONF. ROOM 227 180 0 0.40 30 - - - - 24 1 ■ - - W2-7 OPEN OFFICE 225 1300 390 0.40 35 - - 24 1 1 1 ■ VV2-8 OPEN OI F ICE 219 1275 3An 0.40 35 - - - - 24 VV3-1 CONF. ROOM 319 140 0 0.40 30 - - - -- 24 1 Ftp.,.. 4, W3-2 OPEN OFFICE 325 1550 690 0.40 35 - - - - 24 1 f` f - - - - 24 1 VV3-3 ELEV. LOBBY 333 720 290 1.40 35 1, - - - - 24 1 ` W3-4 CONF. ROOM 316 150 0 0.40 30 W3 5 OPEN OFFICE 317 1140 450 0.40 35 - - - - 24 1 DATE LAST I/1/9(0 3-6 WORK AREA 315 1620 650 0 40 35 - - - 24 PLOTTED: 1 $' W DATE VV3-7 OPEN OFFICE 312 1980 800 0.40 15 24 1 I 1 - - -- 24 i SCALE: -�1/�3"a V-0u VV3-8 OPEN OFFICE 305 1820 720 0.40 35 I L _j DRAWN: ANM APPROVED: 5EID PROJECT: 118291'o SHEET NO: PROJECT NO.: 98385 INTERFACE FNGINFFRING /AC. Consul ling Engineers 6612 Re We Reed. M8 ,1 ■Itnukle,".n 97TH {:OJT A',9 m i 1 u 1N •.e -_._ OF I . •+•.+•w,.v. - w ue.+.a w4.,fllMi.M awn. cm.rx.rw'•}•wawrw' �tMTR'?.e..'Mv.._r .....:M,..w...w,!nnw+,n.+nrs..y..m-a..•.w..,..., ,:.. .., .-....."'^n'Ma,v..1.TITV.•aPwe�RwN°"-. LE61BILiTY STRIPO a s 0 11 12 4 16 a 19 zi 22 ?.3 2'4 2'6 2s 27 2132g 30 .-.... ipmm.i cm 01 �1 1 ,�:1J 1111�a L X111 tU.�.LLt ��1.�11 .�111111111.1111111 lI I LI L1.1111111111111 11 L 1111.1�I I ILLI1.11.1�� 11 ON . t az -. � T I Ii.LIhL���1�.I�U.L�La.11.1�.�.1.11�1,L1�1�.LLl�.1a1_i��. LLl.ll-U.I�.lal!l�l��.L11L1�1111..11.1�L1La,�.1J�LtL+L1.li.L111111, Oz a, '...... ...•mm�1+'"ASM!+Mnw�.tl•'wtwwtwnaw:rw.w�•+,•rnrttr.M+....:-..,...-mr::+'gsn-:ny.a.,.., w11� . .:. - . .. . ... . . . . ... c�raa_.5„rr.Mv-. ..rtx. .._�a'✓�saGt�'._.. ¢...-nLr;vs;7%. _ .F.^tw�u .-. .."MNNI�k. .., .., _ ,_ -.. . ,.. ... " '�'�'" s, 'I OPENING SCHEDULE ORCO O FLOOR (NEW OPENINGS AND REVISIONS t0 EXISTING OPEN,NGS) LL TYPES `gip s A � B B$ C C.J E.I F•1 MARK OPENING SIZE LABEL TYPE MAT. FINISH JAMB HEAD HARDWARE NOTES TYPICAL WALL 2025 (EXISTING) REMOVE PROx.READER/REUSE AT DOOR 2368 (�l PARTITION WALL 3 5/8' STUDS 1( c;� VALE�. FA � 1 W-4' _ 1218 36/84 - 1 WD. NAT. 21 21 1 PROVIDE RELITE 5%J' GWS. EA. SIDE FLR. TO CLG POPTLAND,OREGON 15'-0' ' 5'-b' 19'•8' 15'-?�' 231A (EXISTING) - -- ADD RELITE (20 MIN.) ` .—�_ � — EXTERIOR INSULATED FURRED WALL 3 5/8 STUDS a 1344 (EXISTING) ADD PROX. READER 4 RELITE (20 MIN.) 2 5/8' GWS. ONE 51DE W/. IN5UL. FLR TO StRUCT �fJ�nF O , 136A (EXISTING) _- _ -- -- REMOVE /REUSE AS DOOR 1444 ADD CONC. STAIR 11 LANDINGS- SHAFT WALL 3 5/8 STUDS 2(0 MUL 3 REVISIONS: Br Xr PROVIDE BARK CH PATH 1368 36/84 20 MIN. 1 WD. NAT. 21 21 3 PROVIDE PROX READER(FROM DOOR 2028) 4 RE-ITE (20 MIN.) UL. DES• U469. FLR TO STRICT. TO CONCRETE 51DIWALK _ -- — 136C 36n02 I ALUM. GLR AN. 13 la a 1 HR. PARTITION 3 5/8' STUDS 24 2ND 3RD FLR ---.- ADD EXTERIOR ST FRONT 1444 36/84 20 MIN_ 2 WD. NAT. 21 21 3 PROVIDE PROX.READER A RELITE �-J 5/8' GWS. TYPE 'x' EA SIDE UL. DES. U465. FLR TO 5TRUCT a TI. 6/26/98 DOOR / SIDELITE' 245A 36/84 - 2 WD. NAT. 21 21 1 REUSE DOOR 316A IM. ADD POOR, LITE 1 ADD (2) DOORS, U RELIT 5. ADD DOOR, RELIT / 246A 36/84 _ 2_ W�. NAT 21 11 I - 5 IHR INSULATED PARTITION -_ 3 5/8 STUDS 24 PARTITIONS 1 PARTITIONS ( I PARTITIONS 1468 36/84 - 2 WD.- NAT. 11 11 i _ -`— 5/8 ,GWB• TYPE X EA. SIDE U.L. DES. U465. FLR ' O STRUC I A W/ , SOUND BATTS '' 21 I 4 241A 36/84 --- 2 WD NAT• 21 21 1 1484 36/84 2 WD NAT. 21 11 I - -----T' b PLUMBING CHASE 3 5/8 STUDS - - -- 91M. f - - -- - ---- 5/8' GWB. ONE SIDE T D WALL 3 5/8' FURRING FURRE _ 5/6' GWS. ONE SIDE --- FLR 70 CLG. METAL I 3� 5 I 9 9 3 / n INSULATED PARTITION 3 5/8' STUD:-___ aN �? CANOPY A OFFICE 9 OFFICE OFFICE to IM j 0� XB L�l-DBL, 3 5/8' STUDS WITH 5/5' GWB. TYPE 'x' FLR TO 5TRUGT. i _ 4 245 e ,� F --Y n BELOW I 24'1 2 6 IB I6 �. EA. SIDE. UL DES. U80_ e I6 A4,1 _ a 9 G g 51M. k _ INSULATED PARTITION 3 5/8' STUDS �41 zc SIM. I a _ _ -- g a4vB l / XC 9 5/8' GWS. EA. SIDE W/. 3' SOUND BATTS Z ca FLR TO CLG. N - .� - - - INSULATED PARTITION 3 5/ STUDS I� C — --- 5 GWS, ONE 51DE FLR TO 5TRUCT. w 45, 2 LAYERS 5,8 GWB ONE SIDE W/, 3 SOUND BATTS 8� it I WORKSTATIONS„ ;; ✓ i (BY OTI ER5> X7 ��e. C>e LEGEND ' u COUN5EL TNG A \ H I 1 OFFICE cci ir- -7-. 43- 'OPEN EXISi�EN510N$ ALL CONSTRUCTION. ALL d 3 � TO FAGS OF STUD U.CN � 0 r IJP. DN. 0 STAIR a. 5. �" ♦�, XCx ~ y �� � s „ \�-• \ j f 5 NEW WALL CONSTRUCTION. ALL u I 235 AD COUNTER, �' �' ♦ ` •�" DIMENSIONS TO FACE OF aTUD U.ON. ' WORK51TA1'10NS-� (BY O HEF2S) 5 !2354 CABINETS, / ext,, \�. .s '\• of \ �� x 5 PARTITION m a' r. n: o' S ♦ EXISTING WALL TO BE REMOVED v ADD g60R < CONCR)=TE WALL CONSTRUCTION -=- ==il� _ s ,_=-=_ ___=`_� Xd �� g AR.tITIONS r' VEST. // ?" SEE STRUCTURAL =R- i , -,- '�-a- --- X136 9 2 � _.•, \� r'�1' ,�' .n \tib° �� ', 25 EXISTING DOOR M mom`" / i / / � . ' /"�✓ 3 5'-�' if RE 1SQOR NEW DOOR (SEE OPENING SCHEDULE ABOVE) CORP, >' I / \ I 'I L _• :• A DD PARTITIVE! y' / \ I /� I I ; OPEN OFFICE M 2:3 8'-a' �. D,d4A, LOBBY \' �N '��`�.� „ a �� 2 ,/ ® FIRE EIStJiR`5EE DWG. 12/A�.2 4 I h � -- -- - - - ---__ -- - - - -- - - I- - 11 h X I 34 �, ;� / � \ 23' � ,� / � 202 \ , „ N ADD DOOR tk 244 / � � u - � I COPY ♦� .. X324 ♦ 3 4 ♦ 5 � �fl ri I 4 5 n 'I ♦ � �V I � I �� I I .... . . _.' N FE. PUBLIC �� 18 45' S -- iZ6M0 -a34 ♦/�' 240 TELEP` Ems` �. / I " PARTITIONS - ' n 51M _ / I DF. I « Ai.2 RECEPgJON�� I co yEST� I 203 5 v 9 FE. I ♦d A - u , 4 \\ - E. LOBBY \ t g X2 - CORK ' / 3 � , I B c 4 24I ELECT. f'J,l ' 4 232 5 1 � 3 �� 238 -'•''a,� • a COUNSELING ��.I ��a I I I I CONTRI6,CTORS li r'e; 206 �\ 6, / / 4 b / \�_, y ."__� 9 ' 2t!3 I ' II , c � ,y ,yeti i 5 _ � \ 3^ � 9 OFFICE ,� g COUN5E TNG �: I J ii � � � \,` ' `\ TRAINING 1 O ' I 5 �P / 201 1 24 Dx, ` 22 CORP, /1MOMEN ti g 11 I J • E. �`. A13 4 3 1 ' ' 2 12 � I In ry. 15 b �• 231c I� 31 A 1 239 I i r�' �q a I 2 I� A 53 I E 9 \ 6\ 1 COO 5ELING �� I 2 _ 3 C •EE „y � 1'-rb I/'' 18'•0 144 � � In I 2154 9 --- - - — — - - - - - OFFICE 9 I FILE ROOM til ' 21 SICK RM. 9 ,3 I - w C - � 5 ,'�5 .�• 21m ;�I-- ( 212 1 � � -- 5 I 9 - - - -5 3/4' 15'-10 1/4' 4'-9' 1'-3 4' �Y^ 3'5 2 2 �. \ /• - _ T11�S �.-�re'-3 IR R iibb CORR ' RABLE 4 , � � � � � ,'231Ar \ WORKSTATIONS Q ADD DOOR 03 --- -— - -- - —- - - —- - A - --�- — - ' _. PARt�TION '2 — FE. — - BY OTHERS. - — --,I' m v SI,��vING 4 FE GLR ^` .rte ►n ,�flPER LE 5 g — - — - — - - - • - 5 - - N 3� \ 9 � > ! 2114 - - -. . . � '- - - 0] � •� _ BOARD R TIT OIN 01 COAT I F! I�- 4 S°JR. ! 21�c `r �•- f 230 24 g a 2 I REMOVE�A 7 r ;�, O (� 1. 9 /, i i CASEWORK STAIR °3 r4 4 2nA °I ) r I --_- - -- - - - Dz O FERENCE C OPEN OFFIC� 9 ' ADC 9 5 19LL / STORAGE 221 m WORK AREA/ SHELVING- 3 �� FILE5/PHOTO 225 0 SEE DU1G. 6/45.4 I� 221 -- - - - - -- - - - - - --�- - ICES / 10 b I OPEN OFFICE I �- ' ;RDD AND r A A CD % SHELF I a I 1 �?y / 2 9 92 I \ _ . 218A 9 MOVE 51X EXISTIN� �- I �•- 8 I g \ WORKSTATIONS TO ALLOW A iWORKETATiON5 (Bl 9 q 3• c FOR NEW WORKSTATIONS E OTHERS) - MO'/E 4'-II 1'-b - , I, Y S I / �y IR - 14''111 , EXISTING RKSTATI S Z V - -- - - - -- 1 - - - -- _ (� - � FE. --- - - - - - --- - - -- - -- - - - - -- - - - - - -- - --- 1_ - - - - - - - - --- - -_ ._ _ r 2 AI .- 4 r • CV I 5Z 3 3 co l a13 OPEN OFI E OFFICE OFFICE OFFICE922 9 OFFICE y ^,�� C ;n ♦ 228 (-226-) �,d 223 2 ADD DOOR, RELIT( 1 - ♦ 222 2�8 ) r'ARTITION (DOOR 1 RELITE !!� O 1 I 14'-6' 14'•6' _ 14'.9 I/2' — Ib•� Int' �' TO MATCH OFFICE 222) ' U C� - - - r ' coIt 15 3 � 5 116, 3.6 SIM. �'•� DATE EAST I PLOTTED- DATE CITY Of TIGAVID II � ApFeoved................... . ......;.,.....,...... ... f l SCALE:Cor SECOND FLOOR PLAN _ I i ' t ; 1 , , ' , ' ' ' ' For only they Approved.. l For only the work as descri o�56 DRAwN. 1 15'_O' ?5-2 9-10 15 -2 15 -ID 15 0 15 -0 15 -ID 15 -0 15 -0 15 .2 15' © PEpr,Alt No. ,IP3 --- - I SCALE 1/10 I'-m' ,' I 500 ll�ller to: ow.... .... APPROVED Joky Addru PROJECT: 118.9(0 A �B C O F G (\H J K L M N \ Ry- _ J CHEF 1 Nu � I l l lir`11 r,R A2 . 2 OF i M1. Tj LEGIBILITY STRIP C O 2 3 4 8 7 8 10 I I 12 113 14 15 I'7 18 19 20 21 22 23 24 25 26 27 20 29 30 Onm.,cm z t1 r l ull l�LLla1�I�11.IL.I i I1,1.1I�I� I t LJ1J J.�1�1 U lJ L.�1 111.1�11�� LLI�.I�l Ia,�11�1.1i �J 11.�L�.L LIQ III I BJ LLl ll l,�!lJ ll l�� l I 1 I 1 I 1 1 I I I 1 I i I I I I 1 1 I I I �L I 1!1 1 I 1 1 t I) I I � 1 I 1 1 I I 1 I I HD �' �i oz :-. ,.. .. r , ' -,. . . , a ,:. ...'., ,.', ..,.,. ....,;. .. -;. ,, _:..a M, ,...., ... .: • . . _ i - �a a; :t _ f..�---�v�-, � - .�---.✓' ,�-\/ ' �,�f��.^,.,/ .��-���'�,rte''✓ �� OPENING SCHEDULE FIRST / THIRD FLOORS (NEW OPENINGS AND REVISION!, TO EXISTING C0E' NGS) AL WALL TYPES A4 B B.8 G G.3 E.1 F.1 - TYPIC DIE k F** � MARK OPENING 31ZE LABEL TYPE M�T. FINISH JAMB HEAD HARDWARE NOTES I&A (EXISTING) IADD RELITE (20 MIND '-- I PARTITION WALL 3 5/8' STUDS I( 80.q' - FLR TO CLG. A�. 15'•0' 191-8' 5'-b' (EX!ETING) - ADD RELITE (20 MIK) 5/8' GWS. EA. SIDE PORTIRND,OREGON ' EXTERIOR INSULATED FURRED WALL 3 5/8' STUD5_ — - - -- --,{� — - -- 113A IEXI„TINGI ADD 'DOOR AJAR' CONTACT W/ TIE-IN TO °�EG,RTY SYSTEM 2 5/8' GWS. ONE SIDE W/. INSUL. FLR TO STRUCT �TC OF jI (EXISTING)1286 - —. ADD RELITE E l20 MINI - ' - -- - -- �I HR 5HAFT W,_L 3 5/8 5TUD5 26 I 31&A (EXISTINa) REMO/E / REU51E 45 BOOR 245A U.L.UDES. U469. FLR TO STRUGT A REVISIONS: Br 335A 36/84 - 2 - WD. NAT. 21 21 I --- - _----T 4 I NR PARTITION 3 5/8' STUDS_ 24 74, SND t 3RD FLR 5/8' GWB TYPE 'X' EA. SIDE U.L. DES. U465. FLR TO STRUCT 041-2 1M T I 6/16/98 SNSULATED PARTITION 3 5/8' 5TUD5 �'4; —~ I ) 5/83 SOUNTYPED BATT-EA, SIDE U.L. DES. 4465. FLR TO STRUCT Alt 21 4 _�\'�_i _�^� ,��-� � ���' ^ ^_� _-�\�-- ', � PLUMBING CNA5E 3 5/8' STUDS 51M. L-� 6 5/8' GWS. ONE 51DE �---- =- -- - --- - -- - XA FURRED WALL 3 5/8' FURRING — - -- - - — — -t--- -- - - --- - 2 5/8' GWB, ONE SIDE FLR TO CLG. U - INSULATED PARTITION 3 5/8' STUDS °o OFFICE OFFICE 3 e I 322 cp CONF3 RENCEy ��2 r e, �(� DBL 3 5/8' STUD- WITH 5/8' GWB. TYPE 'X' FLR TO STRUGT, 51M. 0� EA. SIDE. U.L. DES. U805. / 12 'Ga ' 9 9 IC 9INSULATED PARTITION 3 5/8' STUDS 4 r ' ALIGN EDGE OF DOOR �, ALIGN EDGE OF DOOR A W/FACE OF uW1 v Am - - --- - _I A4.I V FACE OF WALL 9 5/8' GW6. EA. SIDE W/. 3' SOUND BATTS FLR TO CLG. A�• r SIM. _ _ - a^; I0 I c e I ,q � --� / �r. INSULATED PARTITION 3 518' STUDS 11 � ► x.v �� XO l0 5/8' GWB. ONE 51DE FLR TO 5TRUGT. 5 1 LAYERS 5/8' GWS. ONE SIDE W. 3' SOUND BQTTS y -- / 45- xi 5 LEGEND W FILES , 325 ,b / , 5 EXISTING WALL CONSTRUCTION. ALL d N510N5 TO FACE OF STUD U.ON. � e STAIR 02 a 2 /` - ' .� -,� Q6 N \ / / \\ / 5 NEW WALL CON-TRLCTION. ALL I I I 320 I �` �' i ' DIMENSIONS TO FACE OF STUD U.ON. cr x I \ � - _— _— _ I_ — - _ _ _ _ —__ _ _-� _ _ _ i. e --- EXISTIN��ALL TO BE REMOVED E- �-� /\ CONCRETE WALL ;ON5TRUCTION r:r- X4 \m" ; SEE STRUCTURAL CONFERENCE COF�f �W�� 9 SIM. I Y 319 9 4-0, 7� '1 25 \ EXISTING DOOR L OPEN OFFICE F e l ' I I � \ �' 4 ' '� Is ! , ,'\ '� NEW DOOR (SEE OPENING 5CWEDULE ABOVE) T' 318 Q, I UPPER LOBBY �A421 7 ti.1a'-a' 1 •e ,� g E'er/ 301 / R E?tliZ I5W EE DWG, 21 Ali - � PRINTERS ' PHO�TO�/SFA ' ' ` ( / I I 3 ' p,, SHELF ND / b \ FE. /�'��� 4 ISTINCs WORl�iSTATIONS - I I 1 MEN 1 / 1 '\45' 14 rE,x REMAIN , \ 332 ^'� ' ` \ -y� _ i,,9 6 - -- - - -- - -- - - - -- - - - - - -- -- - �- - --- ;. .Y.:�• ,,�,,'.mn,. .. ��` \ �/" - - _ ^ _ / 1 DF. / 3 y ( I 3e, / Q,F'EN ICE' ii� I � — I -mP• / I p I LA E. LOBBY I !' 0 e ST ELECT. _z X2 m 3 I �.A \ _ � I 1 Rik/ 11 P 333 1 I s 334 330 i/ j ' ALIGN EDGE OF DOOR G NIS �c / r 4 (� T /STOf'� I I W/PACE OF LLWl L 5 316 _� - -- - --- - -- - - - 5.1 C _ ' 110 ru �: r 1p�S r / ' 306,; — \� �3e - - = I „y.;' �� 3 I 3014 I 1' OFFICE�+J O g 3 A I[' . ���� \ N I s;'1 �P / N r� OPEN OFFICE nXj I ,; I 4 / 5 \ 303 3E5 ' 1 I �) 1 �, 9 I „` .\ :'•� A , „ 11 \\ 331 ;, Ln ADD DOOR, RELITE t OFFICE 0 � �/ PARTITIONS (REUSE 335 r REMQ.V4oQw"3.-v-.- .,% ,,SEL ITE FROM CONF. 316) I REL 3f PARTIT1 15 ! (RE 6E RELITE AT L. .` I \\\ \ / Y� I e PRINTERS OTO/FAX A I I v I 301a �+♦ '+-+ ISE 335) \ \ / / I �� 4 I I I e 3 4 I - 9 II AND 5 OFFICE CCS FEv ELF Q� 51M. I . \\ / \ \ I .�' _ 1'•43 ' -2. I 91 I - - - - - - - - - - -I - - �� 21' 3 rz' 3'•0 g I— 9 an -03 a / 1 nG 1 °II A s ar>,.A ;.. ;w:.•A s- - - / II u rQ 5 II AA ° A M \ P it I W01�21C AREA/ I ( STAIR 03 k I C04FERENCE I WORKSTATS (Eal`OTNERS)- A I EXISTING WORKSTATIONS 1310 �- '/ . w REMOVE E�CISTING STATa(7NS TO REMAIN S I I F13E5 i I g tq 21 _ r _ -= 70 11 LL /I;IJ' OPEN OFF�IGE I b I - _ - - - 1 51M. �; a �II M A I ' � 313 ° I .a4,1 I I 2'-O 113/4' Cp OFFICE r 3' Irl' 0' 11'•2 1Q' I' 4' 309 3 12-0' - - - — - - --- r-- -02 OPEN OFFICE I r n• 13 � 5 �'; I I 3 � 4 V, co e 312 i 3. 3 A3 4 I I I I WALL TO CONCEAL FIRE 0 jr e / I OFFICE I I 2 I RISER DOOR ALIGN FEDGE O 314 I , E Cr-UALL _ VJ I co 3 I 3b DATE ' I A33 I i PLOTTED ST I i I I DATE I I I j I SCALE THIRD FLOOR PLAN DRAWN. 1 APPROVED: SCALE 1/8' 1'-0' 185'-4'' I ` --- PROJECT 11829(0 A 8 G O E F ( G ) J K L M ) N SHEET No I I.IIu�N n% I'1KhN,11 A203 Iv,'11 ti' OF LEGIBILITY STRIP Cmo a a a - e a _ o I I z 3 a Is a Is zo z zz za za zs 26 z ze a s 3-- 0 BI I I OI FI NON! 54107 .r 111JJ1 L 1Jhll�1i�11111).11�L�11. 1J.1�I�a1111,IG1�).�1.1L11�1.L,ilLII�.LLI),IIII�LtIL��iL11)III.IIILLI�I_I IIIILLIIL�.Ifllllil.bill{illil�ILLI-�!1iI�IILI�I,LLi,� LI,1L!IIII�I�IiI.�I��tlllllil���l,!ill!illlLf1;1hT,1111.11 I'll 0 Ma51tl4#►4k,�IdN11g1 .a .. r. ,•ac. +wr w•;:r» r., ,,.,.-,,.,....,..w.. w.. .,.rN-,.c ,.,:, _..-,.,..,..„ ..o-•„ .„ . F PALE A. RK l f PD"3,OREGON _ F OF pN • EQ. FO. EQ. EQ. EQ. EQ. DEQ. EQ. EQ�` _ I /-DUSTABLE SHELF (NEW) E_ Q. EQ. _EQ. _ FEV1SIr�N�- Br EQ. EQ, 4' PACKSPLASH ► 12xAS 9 I ADUSTABLE SHELF 0 RELITE PROVIDE GROMMETS AT - — 'TABLE- 4W. 13 CENTER OF EACH PANEL — 4' BACKSPLASN �� 8� �� - N�DDOOR - SEE Z TND +�3 LR i - PL4 9 0 0 - 5 EL✓ES PL4 ` G�BINET FACE TO BE PL3 5 36' DEEP COUNTERTOP W/ l—PL4 ADJUSTABLE SHELVES I�-IN SIZE AND PLACEMENT _ Ei STING BASE CABINETS -` OF RELITE TO MATCH _ .9 0 0 u . CA RELITE AT DOOR 230A OPEN OPEN '21 TC vE REMcD•✓EG - . A B EX15TING CABINETS A " Q RBI SUPPORT PANEL RBI— RBI TO REMG IN 1 OFFICE 247 RELITES COUNSELING 243 COPY 244 WORK AREA / FILES / PHOTO 221 STOR. 2170 SCALE I/4' I'-p' (AT EXISTING DOORS? 4 5 SCALE 1/4' = I -0' SCALE 1/4' = I'-p' 0:C4 Y SCALE 1/4' = 1'-p' SCALE I/4 = p SCALE I/4' = I'-p' � (OFFICE 245, 246, 248, AND 335 SIM.) W FINISHES DOOR HARD HARDWARE - -- -== --- 48x1 I/2' WOOD SCREW$ - ---- --- - - _ --- - ------_____. zcc / ANCHOR r O STRUCTURE , N I'r — SUSPEND A�$TIC BATTS ---- STRUCTURE PTI: MILLER ORANGE PEEL CW029W (TYP PANT AT LUALL5, UON.) HARDWARE G OU I: 11 3/4' HEAVY DUTY TUBING FROM StRUCTURE =o PT2: MILLER BLACK DECO Ar-144N (TYP. PAINT AT DOOR / RELITE TRIM) -� _ B51:19 4-1/2 x 4-112 652 C SEALANT w/ SPRING CLIP EA END PT3: I-I/2 PAIRS BUTTS I LATCH C10S x ATHENS 626 PROVIDE FOR I/2' MIN I I� 12'-0' OC EA WAY - IV-0- I LENGTH RBI. FLEXCO 'WALLFLOWER$ 11F,' 030 MERIDIAN BONE COLOR I STOP * 1 626 DEFLECTION - DO NOT I x.: (TYR, RUBBER BASE) I SET GASKE7ING SET GA5KETING -- ANCHOR INTO DE-LECTION / BUILDING STRUCTURE 2 x 4' x 3' MINERAL WOOL Ld CHANNEL. PACK VOID W/. E�- 012 WIRE AT 4'-0' OC INSl1L. BATTS PAGED IN a'c HARDWARE GROUP 3: SAFING INSULATION k \ PL4: NEVAMAR G7 PRESS MATRIX MR-5-5T, TEXTURED 1-1/2 PAIRS BUTTS 851219 4-1/2 x 4-1/2 652 3 1/2' MTL STUD BRACE AT TENT FORM ABOVE CEILING w� I LOCK 010P0 x ATHENS 626 \ 6'-0' OC - ANCHOR TO CENTERED OVER PARTITION "•0 3/4' NOTE. CABINETRI SHALL BE FINISHED WITH MELAMINE DECORATIVE LAMINATE. —5/8 GBX. AT RATED WALLS i' MELAMINE INTERIOR ALMOND PROVIDE o0 I ELECTRIC .STRIKE VON DUPRIN 6211 x 12VDC 626 PARTITION TOP ANG P•LAM OR PVC EDGES ON EDGES OF s ALMOND COLOR, SEE PLAN FOR LOCATION i STRUCTURE CABINET BODY TO MATCH EXTERIOR , I CLOSER 4040 SERIES 652 I , 1 '' FNISH. �o 1 STOP =8061 626 i INTERMEDIATE DUTY 'T' ACOUSTIC TILE CEILING eg I 5E7 GA5KETING 8918 SERIES HEAD AND JAMBS --- (ICBO APPROVED)GRID , I CARD KEY ACCESS BY OWNER INSTALLED BY CONTRACTOR _ 5'T STEM - PROVIDE M;GR �---- 32 MM AD,AI5TABLE SHELF SYSTEM PROVIDE F-LAM OR PVC EDGE TO s REPORT TO CITY BEFORE -`- j MATCH EXTERIOR FINISH. SEE CARNET HARDWARE GROUP I: INSTALLATION 9 ELEVATIONS FOR NU-+BER OF SHEL�E5 u R 1-1/2 PAIRS BUTTS B5121SNRP 4-112 x 4-1/2 652 E-v I LOCK D10PD x ATHENS 626 3' SOUND INSULATION ACOUSTICAL CLG TILE = ---� 3 5/8' METAL S'.GS ; ! REcIUIRED � l� AT 24' O.G. ELECTRIC STRIKE VON DUPRIN 6211 x 12VDC 626 'J' MOLDING BOTH SIDES NOTE: I CLOSER 4040 SERIES 6� ACOUSTIC INSULATION DTL. CABINET CONSTRUCTION TO BE 04TOM I STOP F8061 626 i �` 10 GRADE AS DEFIED BY AU SECTION 1 SET GASKETING 8918 SERIES HEAD AND JA,156 --- METAL STUDS, SEE PLAN -./`-- �. COUNTERTOPS TO BE PREMIU-I I CARD KEY AGCE55 BY OWNER INSTALLED E` CONTRACTOR FOR 51ZE METAL STUDS, SEE PLAN S� M`E I- GRADE AS DEFINED SY AU 400✓• FOR SIZE @ SAME 45 DWG. 10/41,1 ---- --- - BASE, SEE FINISH SCHEDULE x BASE SEE FINISH SCHEDULE °� 2'•0' 3/4' LAMINATE CLAD BACKSPL=•5H - TTPICAL AT SING LOCATIONS SEE CARPET CARPET 2 •6 -- - - -- — GROI•METS WAIL ELEVATIONS FOR LOCATIONS SHIM AS REQJIRE� ��-- -- P•LAM.ON ALL EXPOSED CCkNTER SURFACES. PROVIDE SILICCNE SEALANT AT ALL JOINTS j CONCRETE FLOOR � KL CONCRETE F-OOR — 32 MM ADJUSTABLE SHELF SYSTEM. 1 HR. WALL SECTION TYPICAL WALL SECTION PROVIDE EP-LAMXTERIOR F PVC EDGE TO MATCH EXTERIOR FN15H SCALE 3' = I'-0' SAME A$ DW. 24/Al. 16 SCALE 3' = I'-p' SAME AS DWG. IB%472 sP T FANEL BETOND ; co NOTE: COINTER CONSTRUCTION TO BE CUSTOM . GRADE 45 DEFINED 5f AW SECTION �.. —. 4008 COIN7ERTOP3 TO BE PREMIUM (� ----�---- -- %sRADE 45 DEFIED BT Hull 4000 1 Ir1'0 GALV. STEEL PIPE —_ �— —' — RR BEER BA5E ^, _1-ILINDRAIL -PAINTED �_ �-_ _ -- -- COUNTER m COUNSELING 243 OPEN SHELVING m O- 10 11 E SCALE !' _ I -sC' SCALE I' = 1'-0' -- —_ GONG,-FOUNDAT4ON- -_. WAL TEMPERED GLASS (TYP.) W ----- -- - -_ --- __. . __ - -- - - 3!4',T PROVIDE SLEEVE I TOOLED 12' 12' AT CONC. FOR CLEAR, TEMPERED GLASS AT - NON-9L-TP--- __----.�_ _ _ _. ._- PIPE RAILINGS. TYP. � < 0 ..TREAD EDCsB - _ DOOR 236C AND ADJACENT LITE KD. MULLION KD. DR1 WALL — _- MES , T.O.CONC � F ; - - - - - -- - ---- - — 2ND FLR -- ---- -_+— I I/2'� GALv. STEEL PIPE EXPANSION SLOPE 2% �� — — � � /� HANDRAIL, FAINTED JOINT - 1 � s. I I KD. DRYWALL FRAME V U . -- -- ��� - -- _ 4' CONC. J •4 s 12' O.C. _- _ _ - I - _ METyL STUDS * EA. WAY - - - L -- _ f 0 SIDEWALK � SLOPE 2� • - - I I f _ ____ _ ry= 6' CONC. WALL - PROVIDE FINISH - - - - - - - - BAR METAL STUDS I---- r ' • 4 AND REVEAL TO MATCH ADJACENT EQ EQ EXISTING FOUNDATION WALL 1 • SAND OR --- - 5%8' GWB EA. 5'OE - -- 5i8' GWB. EA. SIDE T GRAVEL FILL >v - - _ _ .i. o �V ELEVATION 4' 3/4' 3/4' 6' ~~ DOOR JAMB RELITE JAMBS � CONC. STAIRWAY BEYOND - `�—_— • 4 BAR 12 13 SEE DWG. 8/A5.4 • Im CONC. STAIR SECTION SCALE 3' = I'-0' SAME AS DWG. 21/A1.2 SCALE 3' _ ! -0' SAME AS DWG. 23/A1.2 - --- --- --- -- — V SCALE 3/4' I'-m' .__ . _... --------- __._- ------- 5%8' GWR. W U r- __ --- - 1 I/2'm GALv. STEEL PINE - '✓APOR BARRIER -- -- SLOPE �ONC. SLAB rr^^ i DOWN FROM DOOR14 T.O. GRADE HANDRAIL - PROVIDE SLEEVE 6' METAL 5TUD5 / -- ALUM DOOR DN I ADJACENT TO AT CONCRETE � xyl 1 -- 9 ------ -� STAIR _- �� -- R-I? INSULATION v - -- lL 5 4 I/2' CHAMFER, TYP. 1/2' GYP. $HEAT-NIG - ALUM THRESHOLDAIR � - — ;•" ` • BRICK SPACE _ �y 4 BAR " , I 12 v PATE LI ST W _ 6 SEALANT I PLOTTED X0!19/98 71 2'-9' 1'•0' 5'-3' 6' ( 1 4 - - CONC. SLAB DATE: PLAN 1 ALUMINUM WINDN SECTION ° --�- 6/19/98 I2' • • - . d SCALE VARIES E.) -j j- ALUMINUM DOOR JAMB DRAWN: -r� -- 4 APPROVED 0 ' 04 BAR, TOW Er-- THRESHOLD _-- A PROJECT 118296 II_I 4 BOTTOM COMPACTED FILL EXIT STAIRWAY / DOOR 236C _ 7 a� SHEET(45.4 NC�_� , SCALE 1/4' 1'-& CONC. STAIR SECTION DOOR JAMB THRESHOLD SLAB DETAIL 9 14 1 / 5 41,01 SCALE 3/4' I'-fd' SCALE 3' I'-O'' SdME 45 DIUG - SCALE I I/2' = I'-0' SAME A5 GWG. 21/41.01 .LEGIBILITY STRIP . 3 a 5 6 e 9 10 1 1 12 13 is 16 a g 21) 22 23 Ea ez 2e 0 6 e c g s r e z ,, D0 r .,. MldbkP.,Y�1r'v"x.NrMar.mrn.:r:e..y.rrw �,y�671R!M!F��^R6l�MhMN��"w+`-NrmNMMAF�+MMI�NM+ 4:�,'d!meyF'.'I•'"MA:!err+F -. 'ti Y1 � D ARS f. r 5 B� ((c�,, Fcb) F.1 `� YDALE A FARR C� 80I-4, �, •-3 1 _ T --.— • PORTLAND, GREG .15-@_ 19'-8' �51-b' 5-6_--�-___ 19'-8' � 15'-0' OF 00 + ` I REVISIONS: B'Y: 2ND t 3RD FLR. (;A) I I � I I I — O o0 ED 4 I— - . - _ O / x 8 • / / XC — _ — -- -- -• O ' 17• xr.> • F 0 • ii z u C6 - /OCJ - w oxr- 156 N d o \ _ - - - - ' _ / '� to / - XH NO WINDOW 5HADES'AT LOBBY WINDOWS L4 I 0 O O h 10 O WINDOI' aHADE- i TYPE 01 1 H ' FQ , , -2 1` �` • Q + 9 0' Q I —fit. - -- - — - - --- - -- - - -- V ►m / i ► - O X — 3 � •8 i ' I ' li � ^� 1 . ` 1 I f 11 in S`0 \ I l - Q \ /// ¢' 4 L _ + ? ®' SEE A43 C i co ui- - - - - - cr. 03 -- —- —- —- -03 / \ - - - --- - - - - - -- - - 2.8 _O ' \ •�. L L / WINDOW SHADE- \ • I0'-0' 1 - - - - -L_ / TYPE 2, TYP. AT BOARD ROOM a' ' IALIGN CENTERLINE FQ '°• ^� - , , I DIFFUSERS WITH CE TERLIN 1 OF WINDOW PANELS' TYP20 --- - -- - - - - - -- 2 I ►' , — — - - I II 70 0 I I I I - -- - - - - - - ALJ v T 77 I _ -. EXIT LIEN EW l' FIRE SPRINKLER HEAD LOCATION, TYP. I I I T I n FIRE SPRINKLER HEAD LOCATION - TO BE DATE LASTRELOCATED FROM EXISITNG LOCATION I CEILING HEIGHT ,8-8' APF. U PL0 7ED: I I I 2 LIGHT FIXTURES TO BE CENTERED INSIDE ?'X?' DATE: _ I I I SQUARES OF CEILING GRID, TTP. SCALE lib' I'-Q?' SECOND FLOOR I I I I 3 ON ALL FLOORS, U.ON DE - TYPE I AT ALL ROOMS _ REFLECTED CEILING PLAN T I I PRAWN: 1 15'-o 15'-0' 1 b'-o' 15'-?' I 15'-0' 1 4 THIS PLAN 6I40W6 CEILING GRID, CEILING HEIGHTS AND SPECIFIC DIMEN51CNAL LOCATIONS OF LIGHT APPROVED: SCALE lib' I' 185'-4'' FIXTURES, DIFFUSERS AND GRILLES, 45 REQUIRED PROJECT — QUANTITY TYPE, AND GENERAL L7CATIDN FOR 118::9 A B C D� 6F- F c H ) J K L M N LIGHT FIXTURES, DIFFUSERS AND GRILLES ARE �� � SHOIIN IN ELECTRICAL AND MECHANICAI. DRAWINGS. '�I+EET ��" 5. SPRINKLER HEADS TO BE ENTERED INSIDE 2'x2' v SQUARES OF CEILING GRID, TTP. I Id In�N Ilx" 6, FOR RECESSED LIGHT FIXTURES IN CEIL TNG At A6 . 2 FIRE-RATED ASSEMBLIES, SEE DU)3 5/Al2. nr LEGIBILITY STRIP , F 7 e g 10 11 12 13 Ill 1-7 16 20 21 22 a 27 28 29 3 I I I QI ej � I b � HpNI il�l0� ,-L,.LL,_�_�i.1,I11�.L1 IaILII! I,ILI-Ia.I-LLII�,Ia.1111i11�.11.I,l.IIILIILLLIIILIIII.LIIIIILIIILLI_IIIILI IILLLLI.L,I�,L�JI:I,II�al�,LILI,II.��I„I,.LLLLLIITJ JIIL��Ia.I.II;JIB.IIa.l.l.11lllll.l.l_LIaJL�III ,,1 .d c,. ARC QA 5.8 E-1 Rl 15'•0 -19'-8' S'•�i' S'-(�' 19'-8' 15'-0' JIPORTLMiD,OREM'" r'tol i l i I I 4F 0 0 REVISIONS: Y ' ( I T16/2/W LR lit I I1 O 10 —T O - - - !• 0 ' I I a z 1 lfd o o I 0..N F CV ' FU -- — 6 <h _ X7 ivo, �-,I OXE ' i O>T- _771 • it rx F- -- — I o s. „ SLOT DIFFU5ER5 TO � 'e/ ' RUN PARALLEL TO EXTERIOR WALL, T1'P. Al r!1 — ( - - J Ln Lf N A I __ 0 0 OL8 L_ L I I H I ' ii i co 11, 11 cli' ' • - 3 1 � � \ Q _J 4 0 r I u— II NI I I I III I 92 _ . L_ _ � c � ■ `V � I I I 00 I H I L C i 1 I U NOTE+ j ® EXIT LIGHT (NEWJ /'`_�V .� • FIRE SPRINKLER HEAD LOCATION, TYP. I I I FIRLSPRINKLER HEAD LOCATION - TO BE DALE LAST TED FROM EXISITNG LOCATION PLOTTED: I/I/96 I i I I. CEIL NG HNIG - 8-8' F. OlJ N DATE ' j I 2, LIGHT FIXTURES TO BE CENTERED INSIDE 1'X2' SCALE _ _ THIRD FLOOR I I I I I t I SQUARES OF CEILING GRID, TYP 1/8 - I' 0 REFLECTED CEILING PLAN I 3. THIS PLAN SHOWS CEILING GRID, CEILING HEIGHTS, DRAWN: 1 - 15'-0' 25'-2' 9'-I0' 15'-2' 15'-0' 15'•®' 1 0 AND SPECIFIC DIMENSIONAL LOCATIONS OF LIGHT 15 .0 15 -0 15 .0 _ 15'-2 15 .0 FIXTURES, DIFFUSERS AND GRILLES, AS REQUIRED. APPROVED —_ 18!5 -4 QUANTITY, 1YPE, AND GENERAL LOCATION5, RE FOR SCALE I/8' I'-(d' , -- ' ' 4 _ ' _— LIGHT FIXTURES, DIFFUSERS AND GRILLES ARE PROJECT II SHOUN IN ELECTRICAL AND MECHANICAL DRAWINGS. M N� 4. SPRINKLER HEADS TO BE CENTERED INSIDE 2'x2' SHEET NO SQUARES OF CEI!.ING GRID, T'rP. 5 FOR RECESSED LIGHT FIXTURES IN CEILING, AT FIRE-RATED ASSEMBLIES, SEE DWG. 5/All A603 OF LEGIBILITY STRIP e d a s e fa o 12 1-3 , �, - , .15 2'6 2'7 2e 29 30 i zl of 6 e � � e e HOW ouloz ' ��'.I i' 4 CITY OF TIGAFD ............................................................ Conditionally Approved ..........................................[ For only tela works esu ibed in: ---- Wall � t EFWIT NO. -� Prope _Reference Point l _Draw•g 2" �% See I@ttBF tO: FO1ltaV!! ...............................'...... ..........) ! 9� �, For Horizontal Control W,jil = Attach ............................................... <v v z r 4 ,pe 4, .� O Drawing "3" n� Bearing Of Property Line M W 1 _ --..�„w�'1+ -_ _""'_- __,�__--�_• 27.33 And%� ND6' 19'27 E' Job Address: �� -r �' °p Note 7h:s Dim-_rasion ? Meo9ur!d � „�.,�� ,� ._ / 13y: Perpendic ulor �- ✓+. ••+.. I -�, To East I , t . . �,.... - - "„r,�. `CY Property Linc t i...�.• <---� ~••„raw r. M'"""`----� -+� -- Notice To Architect Bear rap Of -hord _ __ ' I N 1 \ _ �. �� --_ Wall Moved 1.5C West w 8 8"W Of Origins Design Location -t- I 1 / .� .�._ — — "'• `���` To Accommodate Embeddment Length Requirements ` \ ��o� Of Reinforced Earth Geogrid I �.r ` \ � °'I -- See A de,^ C Section 6 . N .� \ Connect t Reto,ning WOO \ ••\ [d i i s ( Water Drainage Discharge Con;;,, ` •\. \ R 'J' Y • To Site Draino,3n System 1 � _ Bea in-. Of Drivewa•v •`• i PTypical h , n `•' •\ \ M Q 1 r (5 Ochs As cw N43'I�C3"w •\ \ \ s a • 's, wall 06 -----`" _.. 0 (Desi n fay Other s', ' •\ \ ' '� n _ CQ -"i �� ContrO nstr gwr per , ..\• ` .\ J y..r Wall 3e .. `, u') l " 17,/Cl �- 1 Section 4' •� '► Growing ,.4" CC _ Temporary Hench µ Set By Weddle And At Southeast Come •'i. \ 0) Of Metol Base Plot , 1 Of Light Pole � At Elevation 300.4' rr ''7 \• `�,-' �, x� \ � � �' --f Reference \ ` t�r C For Verticalcal Control -�--' "' �f Beorlr, Of (3) Driveways -- �'•-_.... —. \ "r.'' l... gg ' .'...,. `► N46.45'3" E Bearing y, ,i #-, � ••\ .• ' e Of Property Line ` .---- Wo+I 4 a L.� N84.27 S3.•E '.` I (Desl�;n8yu0thpp) •\ �� -_ See .,, avnero i Notes 1 _ �..J Q) • \ ontract Drawnq •` •, � �, ' rr; Drawing ,.2. Concrete MosonrYYUnits •\ section "17,/Cl 'I" � ` � � � fill iD A, Anchor Wo l I Tystems Bove 1 Ied D ar+oncf •'` \•. \ .� -/ B1 W ,,tth ( At E xpased Face N = 16' • New P E F S -------.__ •� r D, Dep?,,% 12 Headquarters Bulld,ng ``�,f� E , t�ompiv With LJPC Stankyard No 24-4 Type N- 1 •\ `..�. ^ 'rn I' in = 1000 Psi (Gross) And 3000 Ps . , Net '' : Maximum Woter Absorption To 7 Percent ester Gfogt ;cd Reinforcement • / n / � r Mr•a (.1 r ,tl "5 \• ` � , ^` -/ �.ry �``y :3P , Lop Geogr id ?0* W r, Mosonr Units t y C ' PUt1 Geogr ,c1 Tjur,t I'm mel o i r I y Pr ;or 0 0 To Placing Bockr II ,• .tMosont- !Jn , t rtnu.•,dat ,oh Sub r-acie \ \ ��,/ •�"' ! �,�.� A) b' M,h ,M , •r', : B2 -0 M;n ,mtin wide r TO l + vc'. y r•anular, Crushed Pock ` •,. �. 1 °"'� C ) Cor•mpoct To 95,, Or Mo- inr.tn Density Per A TM D-1,557 _ __ �' L.. ••ter � .,...� ►' I f♦ , v I e era ,n a f Tubing `~ Dimensions Shown On This Growing �+•. ..............- Note A` r1N�.ihCed N-0�nogp S*stems 'i'r'a ,n Guard' ( j For Dimensions onin n mental Retaining Walls 1 A ' D-ane�ter Polyethylene , se perf gra lege Tubing Pth nN Pe t4 ,n ,hq Wa I +s Ars To Nominal Surface Of Exposed Face Of Walls r*# Non-PgrFc)ratprrl TL,b•ng For D, sCE-,orge Condv, t 22 C? 19,7 .. At Wall Base Course L Lncost Plrrr. ,►�;nq Note - _.... Inside Mah;,, f .• , r s Nylon f' , Iter Sleeve Wall 5 ---�" This Engineer t i~rr.' M r, ,n«*+ 1 16' Per root S I ope -- ce Assumes No Responsibility Note inn Granular Bockf - I I Crawinq S" For The Q�fgn Wall A ose No On-S , to Ma ter i a + For s ac k i , + of Wall i6 Md Wall /7 Length Dimensions H' t 1e 1r�+orited ''1' 10 1 e • Granu+or C, usfsed Roe►• or ForThe 1Shb�ability �f 18�a-�M eon A Nominal Unit Spacing f Feet "n _ + Ctr+poct .sing Hand-Oper•ote►d Vibrators Of n 6• i Mum L , r is Behind These Wolh � � ;y; � It, ,1"'. "'1e ,r,l�r, f;�fhs , ty Pfr ASTM D- 1°5!,57 G 11 D> Da N. :<�r~agp rtc� a+ Or Displo:e MASC,r r•r L►n is � � Vh F fit p^Ca C.t ,h q 14ockf ill j 6) Co i y W t h Ali C r y r^V a t! Of A`iRro ocl '"pv • S v C t on oc,Vb P) i C P6 1,01 vo t ' on fi ir,, t No 4 QS,~' TeCa,. n�atao F E►'banknp�ts ,�••••�� + /'� �r p` a piy W A! 1 � , ajCw-N, And^ ofety Req., rementg P I r1 �� V i ��.11 r p, r f=1 `�. , . T. ,r,.r . Fr a( ngfl Aral ,►,�r ,hy� Y e ata l R (i i n i n g Walls As Reclu;, . y e ( y Retu ,r, flohks And : +opes „ C ) Th,ts Enw r v, ,+,es No Prspcons ,Ci l i ty _ _ Pcar• lompolar-) L '•..avol , clnr. Ahcl,,O,- Eeibiankr,fhtx .» 5' 0— Feet +` W r_ PA R K WA N Cm , ': I a+! „' �iisi iiiijii?'lill'IIII III!`ill! lilt ;Ili IIII Illi ifll fl�i fl!I ILII ILII till IIlI III! i!!!'IIII I ! �'";+ LEGIBILITY STRIP t O 1 1 1 7 I 19 20 2I1 2�21� 2�II;3I� 2lir4llll�if2l! 5Ilil�!I2!!�V6IIII�II2II 7illl�ll2!II'8 llll�ll2ll I 911i!�I!3li I 0IOmm:l cm � 3 • � I ! 01 MONO t log r } r I 48 UCt -7- 12 130 39 337 35 C �Q- 19 6r g 340338 336 334 W 0 I r �l j f(w•rq�+o� iantt�urs '---.. t � � � �v0 Yp ,1 I J 17 .318 31'� Z2Cti 32't 322 323 Retaining it Wall S12 ee,`^q Plan 3 t 53 334 14 Curb JM•�� `� 7 Similar 1y � �� 1 �---- ---- Elevation Contours >v I f ypicai h1 335 340 / I?etrlini3r� .i ✓ Wall }jf �` .. ^41 ti\ Plan 1 '• (- V) y -may Plan View -- Segmental Block Retaining Wall # 1 �� ` Plan View _ Segmental dock Retaining Wt31l 4 � �. 0 �.---- , . . . . . . . . .. . . . . . . 20—Fe et . . . . . 20 --Feet Ref: DrawIn1 " ,, 1" _ 20—Feet Ref: Drawing * 1" QD C . . . . . . . . . . . . . . . .. .. • . . . . . . , . . . . . . . . . . . . . . .. . . . . . .. • . . .... . .. . .• .. . ... •,,. . ...... . . ........ ... ..... . . . . .. . . . .. . . .. . . . . . .. . . . . . . . . ., . .. .. . .. . . . .. . . . .. . . . . . • . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . r ..•w, 4 37 6 67 1( iI At Ei � 322 0 e 'Q -1 4 50 z 20.00 At Elev 3.10 �. X 4 60 x 4 0.00 j At Elev 3180 I ` , 4.00 x 6.67 At E!ry 337 0 _J rr;� Mira rid 5r Geogrid Reinforcment `� Elevation Layout 4-•- Mira rid 5T" Geo rid Reinforcment Elevation Layout 9 U Ste I 4 `steps 4 cA 5 - Step Top 0f W(?II 7 Siir:,i;, ..�- -- Elevation 324 0 � � � � 1-- � C r To Follow SIO pe " +.,-• �: � + ,�� � ()f Earth Eich+nd Wall ` �.—•— L � • TLp J 1 �,rfh } r 8ehrnd Wall 0 �`►. : Elevation 339 5 `'"--�-- E lev a t,o n 316 C r. w �+ e.otian x3a 6 --"'-�' ! _� Step Bottom 01 Wali El } 1 Down To Elevation 334 1; Ret,arnrna / As Shown 1 *011 2 �,,�+ �.. - co 48 Elevation G---i� ,hail C t2 00 Elevation 4 V �"•� 1 B ! t� (T gym_ ._ Elevation View -- Segmental Block Retaining Wall # 1 D Elevation View Segmental Black Retaining Wail �4 v 1" -- 24--Feet Ref: Plan " A/2" ( 2 ) �- 1 1310 S 6811' 1" 24—Flet Ref: Flan C/Z" t� �� , PARKWAY Me 12432 r..,....,....- .....:.,,..�.. -... ..... _., __.. w...+.r...+..wr...-.--......... ..w..w, .,,k,�.;,,, a...•,;..r . '�'vw,mdN�AB' GQ�kRG14dMjiF't try.:,,. - ,,.. .�yew• , Crn II� ttllllll illt�Ib11M1111}tIIC�Il►1IlIII�IICr llli,�l1! IIfC`I11C (IiIIICCi IIII ICCs illi !{II 1111 ILII IIlI Illi ILII IIII II!I IIII I!Ih I> I I 444 1 I 1 I ( I{ '""'Rlf�llllf 111 ll{I{ III{l!Ilf IIIllllll 1111�n1f II11�1111 IIII�IIII�1111�11lI Illlillll�llll�I!I!!IIII�lII!CIIIIIlIIIIl Illlll IIII'li , LEGIBILITY STRIP `� p , 2 I gy m. � I I I O ► cm 0 1 1 12 13 14 1 Ia 17 18 19 20 21 22 2I3 24 25 � � � 26 2 7 28 28 30 Z I I of P ro► H O N I 02, 0 77 w1ia aj , 111]11111 I I ,w. : i I� F r .r � p 9Z0�, - d -- Property Line ` t� My -- �" See C A l ��j, �� F, E_ Drawi-ig ..,^ 6 F I 'psi , 24 325 ': 327 �Ft 329 i _330 331 .332 333 334 3'•`, 336 3 33F. 339 �`� � P� 1 , 0 �•1 h .�.y'' I �y t �. R .s 315 ;' .r..........1�......��..�. �.. .... . �►..�......�.....k...�..r... �...�........ � . I 0. •',..�+'• 316 317 318 ) 32:' 323 3�4 �:�. ��6 32�' '�, Wo l a in 3' 1 -C:. 31 � � ., q 01 lt;, • 5 333%%... ; -- / Plan / 1 \♦ 335` ` i �.4- Elevation Contours �•�(� Curb O � -- Typical 335 rJ �•;,� ►, O •� V, Plan View - Segmental Block RetainingWall 2 �, # , 1 " = 2Q-Teest Ref: drawing " I" • ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...... . . ... . ..... .... .. . .. . ... ... .. . . . .... . . . . . . . . . .. ... ................... ....... ...... .. .... . . ... ... ...... . ........... .. .. ... . ....... .... . .... . .............. . .... . . . .. . . . . . - aw . 5 25 x 46,6 4 SC 40.00 4 50 x 20.00 3 50 7 _ 7 a --_._ 26.6" 3 50 R A6 67 ---_ 3.50 x 33.33 3 50 x 26.67 3 50 x 33.33 -- _ At Elev 32 2 0 At Elev 324 0 At EI v , ~, 7 -�, ..... 7 �,. e 3�6 0 At Elev 3, 6 G \ A e 0 0 5 At Elev 334 S At Eley 336 5 � �' . t EI_v 3 i At Elev 33�. � � a• 6 c!5 40 037 _----- o ��``�._ F 25 K 46.6 1` �, 4.).n � 20.0 � �..� ' _r-�-__----- -----�` 2 5 G -�-� 4 50 O � 3.5G x a 0 00 --- ` At Elev 3:2 0 `` -��� �.� At Ctev 324 0 �... �� At Elev 3215 0 1 "�At Elev 323 0 At Ele: �;.3 n .. 4--At Cip, ;. _ -'�-- 5 :� ti; 3; .�.� `''�..,� .,. -� ��`� -------1-�— -s---�"--• "Miragrid 51'" Gsogrid Reinforcment Elevation Layout I o - At 318 0 r 11 -1190 ._ _., ___ _ , r---�. _� . 19 '•9_ _ _ 3081 1 C.1 � M .. :,•, �� „ - r---1' .,:6 75 344 4 Steps 5 Steps _._._-.__ 6 f+9 3 0.8 2.3 31 6 steps . --Qw.I e Step wo►I y3 _ _St...tps_ .. . �i `t p � �U q y ! I —— ;Iee g � +—• ' step,.! _ "_�' 5 ' i < Elevation .__ �___� ate` 5 T i •r.. -.... ,.w. wow 44 Rota C Wall A Ciiltii v Mosafm0 I � _ Line Of Top Elevatio 339 5 (n Of Earth / Behind Wall E Ifval,or 424 0 --� ..,.,,` , Line Of Top Elevatio , 334.5 -+— ) •C V)E► Of Pavement ` i In Front Of 'Wall r trtiat�cn !350 -- i f (Except At Each End ►•� t %op Of Earth {•/� - p I In Front Of Wall)5016 1 19 t 9 .._.� _._ 4 t 0 2S t j SE 7 56 I _24 E9 1 4.38 I g 47 94 10 25 1 7.02 Bottom _ t Ste - ?.. _ eta ps Step 4 Steps a Steps 1 S _ -_10 Steps lops Y1 Step 1• "�J ,\"� ti �' 227 3� / r - 1.. Elevation View -- Segmental Block Retaining Wali #2 3 y � tr. - 2.Q—Foot Ref. Pian "A/3" - 11.11() S\1 og", 1 Ctm - LEGIBILITY STRIP o O m of l,.ml I,li+I� ii�i !I!'�lii�l'II;(Iiil IIIc�ill�l Hii�Illi 1111�1111 ilil�1111 l f II�IIII�1►II.IIIIIi ICIllllI.lii!I il llllt`�l`l1l I 2illi�lllIl I3 ilillillIl i dIli►�i ""'`+'tllil)i 111111111II 7IIII�IIIIIi6IlilllllIl I 9IIIIIII20 II11�1121I!I►!+I22 11111II23 I!li 211411111112111111 Ii4lll11112►1111_I 5 �It. 1.I2��'�I,6IIIi2�l 17IIiI 1 I(28 �111�1'�lI�I2111 9lllilil3l� O �. NCO t Z If pt T 1_ ,. _ ._.! _ _ ,�. . _,..• .:l , II ,-, H0 rl1 914100A -J h II ) 1,1t.I.l1t1� III II ! I IfIIIII�ilil� iOF rr r+ V. { I 344 �� ,9 \dU - 343 `, 9c- 9�' > 344 „r Y o . Note -- `-ield Inlet w d O I . E ''4` `` . Maintain Cut Slope i rm Z M 0 a No Steeper Than 1 V':2H lei, 338.8 34 .- eD W co C� s:. ,. .. . 4 t .., �... s) ) C 3 t:y 'nthe _ �, r r'� 14 1.0 Minimum Vistanco To Elevation 340.0 ?39 '•. .__ 339 1 u + rr C\1 Similar "I, t " Curb 1 ( Curb — ""�77 r I 1/.�F, . 7 ` J 335 338 337 � / �'? 336 33� 335 33S ;" tT.•� `� r. �- J -- Elevation Contours �.. -- TVpiCOI , `'— Retaining / / Retaining --'` 0 foil Wall #4 Plan i' plan 3:) Tj _-A Plan View --- Se rnental BioC-1k Retaining Wall #3 C.) - ' I" = 20---Feef Ref: Drawing " 'I " . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . .. . .. . . . . . . . . . . . .. . . . . . .. ...................................... .. . . . . .............. . ........ ..... ....... . ..... .. . .... .. ..... .... ...... . . ... C) _ Q r C 400 � : 36 At Ele 337.0 CL - At Elegy 3t�, 15 __._. - -�"`' At E1eti. 337.0 "'�-------.....__ Q No Reintc,rzerrent Regt,trtd � "Niru rid 5TH Geogrld Reinforrement � Ch Elevation Layout (D C �� -A Similar / � C) ..... 7 i at EIe at�ICn el Behind Wall Elevntion 339.5 -__ _ � (J -- `+ t ' For Full Length Of Wall � � %� ` ' ("A lop — — — — - — — — — — - - - — — --- — ?- 0 litvotkon 334 S ---�- - ` Lint, 0f Top 0 Q) V) 1I Feta+���4 In F•k)nt Of Well See I Wall �!R Elevation Eltvotpon ` - rElevation 334 5 3-0.13F. �b -----'_ '� Q C Elevation View -- Segmental Block Retaining 'Nall # 3 ; L > t" -= 20—F*of Ref: Plan "A/4'0 �� o 1 14 I(► S 68�ff PARKWAY 1)(1 la of 32 Cm LEGIBILITY STRIP �;"ilrIi;lfl I 111iiillR I 11'I ILII I lift illi I Illi Ilii I(iil'Ilii I IIEI�111IlllllI�illlllfil 110, I Iz IlO m .lCmll�lill I Ill1i dIl li I tl I IIII„I l ilii1I 11,���,�I”III I IIII I Illi I IIII I Illi},'lii�llil}liiill►l!Illill(111"1�IIII �ILI:I;I I... lii`iilil I!III IlllI.lili ..ijI.I,:I II' - le 17 18 19 20 21 22 23 24 25 26 27 25 21? 10 haat of } H;;NI 9410L . •�. ,� �,�,�„!„(..�.►►.�. _ ���.� i � I� I ! l I � I I { i I I I I l i_L � a i l� � 4 - � I,>' �IPt�.���1..,i�•.I�,�„l�1.�rl�w.1.��.�,1. •�.�:1.:��1 a� .�J � ���1 � ���� I �z : .,,. t'. 'ry�'�ef�l'�'�..•► ryY;�wr:M�.v.n..u.wu•....YM.FM.'!+Y..r.rr.....wyn-M._.,....ay.... ..r.. .n M 'r .. 317 ......-..• .----� 316 -r � `� CD ` y �U �:. Limit Slope (u � O I y� 3 t 5 - Finindh Grade r— - -- - Wall L&j � h 1V 2H U-7 (r CID - I � r Retaininq See/-- A� f' Plan Cn Wall #9 __ Geo id Reinfpr_errient See Generri Notes -- For Number, Length, I - G And Elevation Location • c 1G -- See Qd I I u Elevation Wit _ 2 4 61 C%4 *O Note Thie Se;tion 313 Similar o To Section Except As (65 " C'� 6 1 I Shown Otherwise � ,i .` 1 31 1 � 312 :tch Basin 307 308 309 310 •� �` �,...,.. vti;th R m) at E P. 305 P p A Plan View -- Segmental Block Retaining Wall #5 Typical Section Of Retaining: Wall # 5 5 1" 0---F set Ref: Drawing "I" 5 3�ff," .. 1 '-- G" Ref: Plan "A/5" And L ltvv uflon A/5"'/5"' c7 . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. ..... . .... . . . ... .. ..... .. ..... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... ... .... .... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �C: 216 08 ; C At fir•. '� �, .� _.. kh At Elev 309 F g t1 Y f•. C`7 ... —� 'Mirarid 51' Ceo9ryd Reinforcement Elevation Layout 0 Q) �, M Provide 1 �" Joint r�� Between �nd Of Wall And BUildiny -- FII Joint �• With Resilient, _y... Non-Detenorottng /-� Material --- Line Of Top Of Earth Behind Wall --�-� 3s,. _ '•�, W . �„.. C � N '•1 -�Elevotlon 315 0 C •• � r J `►- U .e�► t^ E c ... Elevation 313 ;,, `� ` I l `"` Line f prop .,_I4 z I I ...+ In Front Ot WQII Step R'­ Of Wall L.L. (t. L(`t i c�P;A `' .. . Earth �`"' _ I as Shrwr '• .� 4 t ` U) B / C Elevation View -- Segmental Block Retaining Wall # 5 C � Q L' ;> r v...� t" -- 10-Feet Ref: Pion " A/5' 11J1t► `W68 PARKN Y :;cAf&iNNW illAM{M d; CMlii(i Ilii'lf(F i;ll 1111 lilt Ililgllll ILII lilt ;:;, !:,; ili',t+! I «r �r i ~ II 1111 III IIII Ilii Illi I.iI � � �IIII iill 1111 '"'�`� it I lIIIII111 Ilii lIII IIIIIiII' Ilil III! illi lill Ili!I111�+++�! li�i�ll�i':�i!�11�,' IIIiIIIIIllllllllll Ilillllll Illillll! IIIlllill �� .LEGIBILITY STRIP o 1 ,� I !I�I (;rnrn:I rrn 10 I I 12 13 14 I f I 223 24 2I5 26 2I7 �I �I�6 17 18 19 20 21 2 I 30 O) J HONI 8U1 Oe > � t Q I till , �z ! !(.� I,�,.1.� �,I.� ,�.1! I� 7- Property line 6'. sl �.._ Note 13 Nigh 8y IT Deep) � I If Permission -C 1 Note - - ,ap Not Shown Cannot Be Obtained 1 ( '.n Plans And Elevations _ 6'-3" From State Of Oregon 1 1 �' Existing :rode / �. 9\�U ' p Attach Cop To Top Course ~• `� `" Highway Department �. �' On Adjacent Prcpert,Y j g .1-3 d --� �r<ir( Slo es At 8 Percent (t j `�✓ ` e 7" • With Cap Seal adhe8�ve To Encroach y , �, I � Z � I Onto Interstate 5 :r ` ' 1 To R'LlJtniri vY,rj�l�!nd�<u+Qr �v 0 1 Right-Uf-Way 1 9 fY.. _ c_? O i �enterhrie -----~~--�"'''r t E� T ! 3F ! Term,note EXco�aiiC,n / Starting At Point -- � a Of [lro,n3 e pitch I At Property Line ' i F ,y J At To Of Wall c� �� a I i With f I,A�r, ThiCwness And Anchor End I ,;f Topsoil j 1 6 -3 i Of Geogr vertically 4'-6" - J�. O� l (By !Ahersl _1 At Property Line �_ - - •(s j As Shown J Note / 1=ncrooc 7cr,t These Maximum Ditnen 'ons ." Apply To All Wolls "Mirognd 5T" ! On This Project ( 1 ! Anchor Wall Systems Polyester Geogrid _ 1 �� Anchor piamond S'-�" '' Sol Reinforcement : { 4'-F;' E Bevelled Units �Y — Property Line i ___�_-- --- .b --- \�. -- See General Notes Typical ' __....__ �. _ •� .°-. imported Free-Dro n ng For vertical Elevation Granular nSee Generall Notes I i 0 Of Geoyrid Reinforcement • _- See � I ` ^ --a-G-«-- -- - •► I N ote 4 Elevation Face ,f E4covotion This Section -t ion _ Of Original I K 4 I -- Similar tC� To Sectia r Undisturbed Earth onExcept Aa 6 N Asph.04 Pavement - -,, 5,_�" -- Shown Otherwise And E■truaed Cu _.__ __�_.- __._-__ __ �.. .�_ -- Lowest Units P. s} l �_.. - — Of Wall #2 - - - At Eloovat,Cn �151.i ~ CU c Note - - I a L_ - - 4 pia 'Drain ,.uo,d" These Minimum Dimensions �..,. � U Croo _O•' M,., Apply To All Walis ,__._.•,.__.._... _..�...r,.______ ""''-^---�__. On This Proisct �` -- 6« Min Thick By wd Min Wide • Cormoocted Granuior Bose • • A Typical �ectionf Retaining Wall see General Nates ,,�- Typlccilectlr�nrf i�'etc�tning. Wall #2 � ' i G At Locations When-e Wall Height Exceeds 9 -6" For Additional Notes � At Locations Where Wall Height Is From I ---D Thr ,. �; � .r•� V n �Jbek`oC0 ........ ..6. . . . . .. ...3.�3/8" t R ,f: Plan r+AJe And Elevation nB/3" n . . . .n. .. . . . . . .1. . . .0. . . . . , . . . . . ,R.�. .da.:. . .F. .,.a. n. . . .s.A.. . .3. .t.. .A. .n. . . . . E. i.e. .v.e. .f.l.o.n, " B/3" ' B M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... .. . . . . . . ...................... . . . . . . . . . .. .. ...... . . . . . . . . . . . . . . .. .. . . .... . . . . . �.1 T1 r ►•.,a i I � I : 4-_ 7DNot r I s This Section ( 1 This SectionSim Similar A ' To Section r S•_ �' t Ta�tion 6 - Except Ila ..-_._ _ EA t As I eP Shown Otherwiq O Shorn Othorwiso 1 1 1 Typical Section Of Retoining WclI # 2 Typical Section Of Detaining VVaII #2 f t At Locations Where Wall Height Is From $ ' -- 6" Thru 9 ' - 6 D At Locations Where Wall Height is From 5' --- 6" Thru 6 ' ­ 6' - s 3/8` = 1 '---o" Ret: Plan "A/3•' And Elevation L " B/3" 6 g" � t ' -Q" Ref: Flan " Ar_ ,/3" And Elevation " ®/3" ►: r 3,/ PARKWAY NO Ih �►f ..::.�., gum+ ��,rdw i� :wm a;.,...„�..sw.w.4YW,'w'nxw�wa.N�Mr. .._..__..—._..•.•_...—��__-T_....__......._...w..-...._ .._......�....-....w.:.+�_+,... �,” '.i C!I I III! i 1 I I III! I '.... ,.,..,..«..mrow+i'WAMbriNdivis.:.. ... .-;,ra,: µM „•a..•,..-r= ..i... .r..,f.•rt,r.ti�..aa:,a.. �4,.i..:.��71W .MwSrdn�i.,,�.r,.Hv:..r:.YaY1:>:. _ LEGIBILIT1r STRIP 0 1 2 C (1'1 � I � 1 I I I� I�IIli(�lill�lidllllll�lliilfill�llll�lll��liitlllllllilililli� '' i�llil+111111111�II111I111111)1lill+i 1111111illlfl1111i!lilll'Illl Illlll!!!'!11l�llll IIIIlIIII II1111111 IIIIIIIII {IIIA•"'iI'IIIIIIIII lIIIIIHi ! 3 a � � � � 9 I l I l � � - � I I I I p, l"MI Cin O 13 1 4 16 1 7 I e 1 9 2C 21 22 2.3 24 25 28 27 28 9 2� 3 I 0 81' 1 OI 91 btj - � . . .w, , . . , . . .. • ,. . H711; t 0 1 ozW. � � ]JAI �.1 � II ,� � �._h„•IM.Y+mrr�114M'ryhl+'hM+�'.«^wfu+Mw�1!+,�+r.�.+.r w.M�-,-m+,^�.r.wr,MMNia,.�Y+.,,,ap.,ww:......m.r:.., ., . �' - ,,a 6,: ter--'— Existina Grade / � (� LBeginnrnt� A MinrrrFum f~ 7'-Q" Minimum ,.f Of ' -O Back Of Wall r ( 1 To Be Limited U\" 9 To A Maximum Slope _y� > O . Of 1V ,2H (�� z 7Q ►'� 0 c0- cp LJ co O COC Cn..� 1 E Geogrid Reinforcement Pr••tiprrty I_1ne E )ee General Notes I r a I I -` And Elevation t Location Sze g' /p 1r 'C Devotions & �----� I2 R 0 NoteNote -- h 1 This Section This Section C\) Cl1 Similar A -- Similar A To Section E , To Section Except As 6 Except Aa I Shown Otherwise Shown Otherwise O � 0 1 .,--�A� Typical Section Of Retaining Wal! # 2 ,fit Locations Where Wall Freight Is less Than �' ---6 ' �' C _ Typical Section of Retaining Walls #3 And 4 � .-- 7 A/8'' 1 ' --�7" Ref: Plan "A/3" And Elevoilun " B/3" �� � 3l g" w 1 ,--rp,� Ref: Pyne "A/47 dk "fes 1" And Eiev�t�ony " I �" li �` / / r — Existing Grade �7' 0" Minimum Behind Wal' I / Slopes At Lees r i Than 2 Percent ' r In Direction Perpendicular To Wall ' Lid W Er� 0 Geo id Reinfurcerrent _ 4) See General Notes f or Length 0 And Elevation Location _ _ _ ____ ------- �r Q � *t "C See -B. �/ ,;„ / -^y Cf j r �,•.1 ... Elevot,on �- -� 6 , No Geog rid Reinforcement Rajqui Sloped Too — I -- Se27 er q � -- r''--'' > Plon Note I -' Note -- This Section T, Thio Section Similar --- echoSimilar � C) " To Section � To Section Except As 6 ;., I Except As 7 Shown otherwise Shown otherwise n; h �. F F • n h Typical section Of Retaining Wail #� 1 Section r � Non —Reinforced Sec..tlon Of Retaininil: Wall # 3 • U > n -- 3/T = V --0" Ref: Flan " A/2" And Elevation - 91/2" ._... -• = 1 '---Q" Ref: Pian " A/4" And Elevotican " B/4" a (D I I.31t► ti14' (,fir„ __ I'A R h I'ti 17 0132 -•.,,,.�. -r.�.;.,�. .;:;a ,..�'er igi;,gM1t�"+ tlIgyWi►�t --. ; fit%{i�kiiFs::. ..-«. F .i t 11 i�l 1 t i l i t l t�l l l t !t l l I l l l l j{11�11 i( IIII!III! 111 l+1 Illlilll`llll'IIIiIIIII IlIIIIIII I IIIrI,j�Iyi�I.F,I Iltll{Ill I illlllrll I IIIIIIII{I Illllllil I II{IIII+ 1 IIlll IIIlI IIIII I till►IIII IIII IIII 1{II IIIII Iltllllll III�III�.11i 1111 i1 1 J;ItlII�IJill,III �i 1;„►. 1:lt;��l. ll.lLEGIBILITY STRIP Cl.�f-ll, �jkj,•,l,I,l,yj-,., ,�l.jj jI 141, k• o ( I Omn.I cm 0 10 1 1 12 13 14 r 1(3 17 IS 19 20 21 22 23 24 25 28 27 29 29 30 r r ZIt 1 1 01 ' b HONI sUIOZ 00 .. - •^../lf��.�""'.^hTfT,-'M.I'11'IIF""..M[,"R'Y'.gMMn'".iw.+M.n.w.1 PNm.M��.•,Fr.... . M D DALE Ar EARR a PORTLAND, OREGON ' EXIT DOOR I kEVISI0N5 Br _ ----- � PLAN CHECK L AREA OF WORK 1,856 _. > \•, I _, :: 1 L-- _.r- t_ t-' / , �ylr '� • 'fr'' � r X/ rr r ; 0. -TI O p _ a - — - -_ - E/ Q� le LUNCH ROOM p,C::RG ROOM OCG.:10 CCC.-260 CONF. " GOV. ( _ OGG -2 I I NOTE: _ BOARD ROD"' GCGUP4NCY BASED ON 1 50. FTJ PER50N 1 LIFE SAFETY PLAN - FIRST FLOOR 2 LIFE SAFETY PLAN - SECOND FLOOR - SCALE 11116' - I J LEGEND _ �40UR SHAFT CONSTRUCTION UL. DES 465 --- _- DOORS 1 ..F I, I HOUR CORRIDOR CONSTRUCTION UL. DES. 469 GONF. DOORS 20 MIN. W. 5MOKE GASKE- OCG.:24 r ; !/ ' +OUR FLOOR/CEILING A55EMBL'f UL, DES, D502 f � I . GU5. CEILING ) 1 G R =LOOR/CEILING ASSEMBLY UL. DES. G _-:R CEILING ) 1- In G 04 _-- \\ �• HOUR ROOF/CEILING 455EMBLY UL. DES. P2 \ GLS. CEILING ) 3 1 AREA OF RESCUE 45SISTANCE 0550. SEC' ! (2 - 30' X AV 6I=4'GES) �- I ' I =0R THROUGH PENETRATION FIRESTOPS OCC.:14 '°o I 5EE SPEC. SECTION 07211 FOR SAFING INSULATION O I ' = SEE SPEC SECTION 01 2001-71 r BUILDING CODE SUMMARY e o - �•��..E GCDE: t 19"4o OREGON STRUCTURAL SPECIALTY CODE O , OGG.=15 1% ui r Cad OFFICE AREA: g / ,, _ ....... BOARD ROOM: A-3 / CONSTCT/oN TYPE; m m o -- tYPE II - NR. (W/ AUTOMATIC Y S►�RINKLER SYSTEM A5 cd GG 13 rSUBSTITU- ON FOR CONSTRUCTION, PER 5ECT, 508) O I 11 AJ..Lc-wAE,�E AREA: ' I I BASIC A--OLUABLE AREA: 18,000 5,F. (TCB;-E 5-5) �-+-� ° MULTI-STCRY: 18,000 5.F (SECT. 5042 SUBTOT4..: 36,000 S.F. SEPARA-ON (3 OR 4 SIDES): 36,000 S.F. (SECT. 505.1) m ALLOU)A';_E GRO65 AREA: 12,000 S.F. PROJECT TEAM 31131/9� : OUNER OREGON PUBLIC EMFLO�ES RETIREMENT 51 STEM w 229.5643 F,fur 223 'e6e AC-__TUAL �4EA7!1/96 w •+Aar ms+.ene w ro sor o ramAro ales rw+ae carAc DA,o err (��t. '. FIRST FLCCR: 20,439 S.F. p f LIFE SAFETY PLAN - THIRD FLOOR Ot1NER5 RE�'RESENTATI E OREGON IllaRw' arm OF ADMINISTRATI rE sERvICES R 316 2665 Erf 249 3"- ?20 SECOND r-OOR: 20,340 S.F. •Act.•N DnlO, Ol R1R,!�'+! VY11 OAbO� R1weN u..RAc*AM hN e1 .., 3 — THIRD FLOOR: 19,441 S.F. CON5TR11CTION PROGRAM MANAGES' MIL STEAD AND A950CIATE5 mi b54-2)36 FAr 65A-265E — - ---- ---•-- ll o SCOL 1.16 0' nOff k C"" �eP0N PIIV*W ell NA QA"'WCO" VIM �,,.�,-.12,1.41" lww TOTAL GgO38 AREA: 60,22© 4 F. APPP.UVi l CON^•TRJCTICN MANAGER, DONALD M DRAKE CON5lZiC?ICN PI. 126.3951 FAX no-3019 GENERAL CONTRACTOR i+a Lr PPOJECr ARCHITECT / INTERIOR DE51GNER FLETCWER FARR AYOTTE "C F+. 222.1661 FAX N2-nAQUAe- H IGNT: 4 STORIES (TABLE 5-5) it r vA eon en w roe uc alae ++aw usr.c. rv-0 SHEET NO MEC14ANICAL -ELECTRICAL /PLUMBING INTERFACE ENGINEERING INC' m 659-6354 FAX 651-IM un!LAPP ea¢ +4AMRa� .7a , AW av` e►A.4Ya ,4G_ TuAL-_EIGHT: 3 STORIES Gl .1 cm LEGIBILITY STRIP U 2 3 4 5 6 7 80 10 11 12 13 114 is 1'7 19 119 2G 21 22 23 24 25 26 27 28 29 30 I Omm.1 pm ZI I I �) fi NpN1 yI a ��.11.11a!�1���1�11Ia��,�,1�1t1�1,� �,��,�.�,(,�-1,��,�J�.L�,li��.l�.1�1��111LIlLl�.hll�lll.,lil�lllllllLILLII,I .1�.1.1�_1���1.1.I�1a.1aJ�L1.l.lli.la.l.ll�.ll.llllL�l�.1.�i1.1.llh��,��a.(,�L�I�J�l�lil�I,Il1I,IILL!1�II�!;I1iI(IiI!I� I;!gOz g g�D Ake TYPICAL WALL TYPES _ `� PARTITION WALL 3 5/8' STUDS 16 5/$ GIUB. EA. SIDE FLR TO CLG. • POR Tl AND, OREGON 1 TO 37LA FM 'i0 0L215/8' EXTERIOR_ INSULATED FURRED WALL_ - 3 5/8' 5TUD5 L15/8' GWB. ONE SIDE U/. IN5UL. FLR TO STRUCT. '9OF 10� y 1 HR SHAFT WALL -- 3 5/8' 5TjD5 rJ ' I 3 - T 1 RFV,IONS �Y U.L. DES. UWb - FLR TORUC 5, T. { 10'0 10"e w2-1 IHR PARTITION 3_5,8' STUDS 24 (� _ _ ( ' O F?y a 5/8' CslI15. TYPE 'X' EA. SIDE U.L. DES. U465. FLR TO STRUCT. IM. 10"o 0 1 NR INSULATEp PARTITION 3 5/8' 5TUD5 24 '2"o Fi - ' 5/8' GWB TYPE 'X' EA. SIDE UL DES 0465.- FLR TO STRUCT. I. ` 14X12- -14X12 10"o-1W/ 3' SOUND BATTS Z ' 0 21 4 z' t 1 f, PLUMBING CHASE 3 5/8' 5TUD5 S o"m 9 - - -- - - - - eln I /8' GLE ONE SIDE — --- — -----� G \ 14x14 m FSD 4 i m __ -- _ - - ---_ ._ - FURRED WALL 3 5,d' FURRING M - 12"o i J - _ u�-��__--_ - 1 ' �- Li C� b -- - - 5/8 GWB. ONE SIDE FLR TO CLG. r- CD-1 1 '-5 a < A3.Z (�FP2� e.o� t50 ? w2-3 w `� ITAL- -__- - 3 1 -1 INSULATED PARTITION 3 5/8' STUDS - = 1 �� CANOPY Y -__-_- I /� L"1 DBL. 3 5/8' STUDS WITH 5,8' GWB TYPE x' FLR TO STRUCT �N --- - F ti vv -1 (� 2 G____-_—__? EA. SIDE. LL DES. UW5 1 FSE --� 1 �`;. ! INNILATED PARTITION 3 5/8' STUDS X24 1 z ~~ FLR TO CLG. ?2-m I 5/8' GWB. EA. SIDE W.. 3' SOUND BATTS '�' ' �1 I `8 0-4 CD-i ,Q -- - - ti 25o 1YP a 14"0 ;' r Q I` _ INSULATED PARTITION 3 5/8' STUDS_ 1 5/8' GWB ONE BIDE FLR TO STRUCT. C F r 1 `--�-'` /`/ � � I _ ------ --------- +- FE I --------------------- 2 1.4.Y-ERS 5/8' CsI1IB. ONE SIDE W/. 3' SOUND BATTB 3' 22x22 CRG-1 12"0 g e LEASEABLE AREA - - --- - - - _ - w 0. �6"o =E LEGEND It „ 4 „ I I - - ---- --- - ---- - - ---- �s� s-a - 12X10 7 8 0-4 sD-? ti, o I NEW WALL CONSTRUCTION. ALL x �; 230 Tw 3 -;.�� cH , DIMENSIONS TO FACE OF STUD U.ON. a J FP2-4 �--t o"o U AF g oe a.o� I STAIR '2 _� CONC2:TE WALL CONSTRUCTION ` aR 235 SEE S'RUCTURAL x x / TMK PARTIAL 5 235.6 NEW DOOR U• i HVAC z 5 FP2-a — `w2-5 2ND FLOOR I I 61 FIRE EXTINGUISHER, SEE DWG. 12/All 1 PARTIAL SECOND FLOOR PLAN-HVAC i1344 ' -°.1 RM-1 5 •' I 3 1 ; 5- --- -- -. -- - I • ----- ----_ - --- -- ---- ------__- -_ I t--- -• -- r----. ...- ---1 �.��. TFLEJ 2-8' 1'- 1-8' CLE I - DATA — ' /' 14DU TABLE 5NELF OPEN OFFICE LIM g 234 3 I 4' BACIGPLA5�1 NOTES THIS SHEET 1 3 1 ' , - __ ` - 14 / SHAF'3 r PL2 2 4DJUSTABLE 5HELVES CABINET FACE TO BE c-3 L MEN _ t 2 I _ -'� TENANT SPACE C� E. LOBBY 232 II 4 b •.j CORR Womf D 07 X1.3 AW. L 1 23i . 1 - '- - O )-FIRE S �INv L_R EA0 I YP 77— ;r,,' , OPERABLE C>j } ® PARTITION 92 E �` RAg 5 .4jp I GFT iXTu T a. .- BOARD ROOM PARTITI "1 s --- - 1 o ` COAT, i ° d w 230 a`` 9 24 5TORAGE • _ �"af, , ti's 229 © '� ROD AND 5 EL 3.13' — 1 PARTIAL SECOND_ -FLO�JR PLAN-PLUMBING RP-2 I, OPEN OF ° c/i cr - ° . I \ W M. DOOR HARDWARE 3 �,� �,� R 23AA `\ 4.5 X 4.5 652 STANLEY' 2ND FLOOR PARTIAL RC PLAN ----- --- _-� LOCK D-^�!-D A74-IEN9 (0?6 SCHLAG= Sr,,;,,`E 8:• _ .�- .. _•.: =_ECTRIG STRIKE x:2.1 ;?v:C DS-LC 630 VC\ ;>..=R r. E.a C1-05ER P4C41 C: DAT[ As' C , 689 L�'v �'LCrTE`7 SET GA5KE71NG SSE-D P>="KO DATE- T/I/gb GCCR 236A 5 �R c"U'_5 ca3 1-I� 4.5 X 4.5 652 STANLEi" '0 EA LG 'G D,JPD AT"ENS 626 SCNLAGE SCCOND FLOOR PARTIAL PLAN 0 EA CLCSER PA041 030 LCN a88-D i PEMKC unlEr r Q2�6 1 TI -1 _. ,..—.,.."•".- . ;. Bggp�w,�,. ,ts., :�uFfr-AilM,la4�v49'aiilNWR,�ApPfa�fi�®>A1�14�6'a2.i..:;.::, .1::.-:_'..-:..�r'' , CR' iliii;llUliiiiii'i'ijnilln'i ji•i'��I"i�l1i .. LEGIBILITY STRIP i I 12 13 14 1(j �> a 1g 20 c� z� LJ 24 zs ze 27 2e 29 30 pl g R q NONI • IOL .1�l.tJa.l.�l.�i�.��,t,l.dila.11.11l�.la1.11a1�1�1�!� 'I1�.1.LLLJ.1,Ltl.II,11.�.1L�J-�_I�.la�al�l1.fa•11h.�ihIJ111.11LIJ.II�.LIJ�,1,l1;111LIEU,��.II LI��Jaf�J.lJ,�l.ll.lJ..l~Ii.La�II�J.I�aJ,�.LL1.LlaLI��i1�..Itaa�11a�1t,I,�WaJ�.hl��t�a��,J.11ti.11.11�J.IlLI��dz I ------------- NOTES THIS SHEET )PANEL LOCATION VOLTAGE LUSH x M.L,O. BUS S,L2,F �1 PROVIDE FLOOR BOX. AMERICAN STEEL MULTI-CELL ACCESS FLOOR BOX, tJ J-BOX WITH 120 VOLT POWER FOR CONNECTION TO 'VV' BOX 24 VOLT CONTROL GB3 SERVICING 1201208 x 60 A _ FLOOR INSERT AFM-6, EXTENSION COLLAR AFM-6EX, DOUBLE DUPLEX TRANSFORMER. CONTROLS CONTRACTOR TO PROVIDE ALL TRANSFORMERS AND LOW SURFACE` 125 A OUTLET PANEL AFP-6Q, BLANK POWER PANEL AFP-66, BUNK VOLTAGE WIR,NG. 30, 4N "W-BRKR 200 A X DATA/COMMUNICATION PANEL AFD-68, PROVIDE TWO 1-INCH CONDUITS 400 A AND ONE 3/4-INCH CONDUIT FROM THE LOW-VOLTAGE SIDE OF THEtt SEMI-RECESSED REMOTE ELECTRICAL. METER PER PGE REQUIREMENTS. COORDINATE _ _ PANELS TO MAIN A/V JUNCTION BOX PROVIDE A DOUB-E-DUPLEX POWER LOCATION WITH OWNEF PRIOR TO ROUGH-IN c OUTLET AND TELEPHONE/DATA CONNECTIONS. _ A P PHASE PHASE A P C 12 ROUGH-IN LOCATION OF SECURITY CARD READER (TYP ) INSTALL J-PDX AND REVISIONS: BY I ITEM/LOAD M 0 M 0 ITEM/LOAD I O2 PROVIDE MAIN A/V JUNCTION BOX. 24"H X 24"W X 8"D JUNCTION BOX, CON TO ACCESSIBLE CEILING, COORDINATE WORK WITH SECURITY SYSTEM R P L A e c A B C P L R CIRCLE AW TYPE 1 WITH SCREW COVER, MOUN'' THE B;ITTOM OF THE CONTRACTOR. J ADD. 7/18/96 E IE JUNCTION BOX AT 28 INCH$ ABOVE FINISHED FLOOR NTH 4 INCHES I R OFF ICE 20 1 Soo 1400 20 1 R OFFICE 2 INSIDE THE WAL LAND 4 INCHES OUTSIDE THE WALL. PROVIDE A 13 ROUGH-IN LOCATION OF SECURITY DG'1R RELEASE (TYP.) INSTALL J-BOX AND 3 R OFFICE 20 1 500 6001 1201I IR KITCHEN 14 1 FOURPLEX POWER OUTLET UNDER THIS JUNCTION BOX WITH A DEDICATED CONDUIT TO ACCESSIBLE CEILING, COORUR"TE WORK WITH FECURITY SYSTEMADD. 7/22/96 5 R OFFICE 20 1 500 4001201 1 RKITCHErr 16 1 CIRCUIT WITH AN ISOLATED GROUND. PROVIDE ONE 3/4-INCH CONDIJiT INSTALLER. ZL 7 R OFFICE 20 1 500 500 1201-1 IR _ B ��� �..�-w .. vv.,-"-. �..�� ��_v�,�,.��,���„ THAT STUBS-OUT ABOVE THE CEILING OF THE ROOM FOR SPEAKER rABLE. GPLAN CK.9/3/96 I 9 R OFFICE 20 11 500 20 1 _ 10 PROVIDE INSIDE THE JUNCTION BOX 12 FEET OF CABLE THE BUILDING 14 FIRE ALARM SYSTEM REMOTE ANNUNCIATOR PANEL, FLUSH MOUNTED. f1 II R OFFICE 20 1 500 120 1 1 1 12 BROADBAND CABLE, TELEPHONE AND COMPUTER DATA, PROVIDE ONE 3/4 13 R oFFIcE- 20 1 Soo _- L0 14 J J J J J J J J J J INCH CONDUIT TO STUB-OUT ABOVE THE CEILING FOR HEARR:G-IMPAIRED 15 FIRE SPRINKLER RISER 2ND FLOOR TAMPER AND FLOW SNITCHES. 15 R COPIER a 20 1 400 _ 20 16 J 17 X 20 20 I 18 [' [� E / EMITTERS. PROVIDE TWO 1-INCH CONDUITS TO STUB-OUT ABOVE THE 16 'RAIN FIRE ALARM CONTROL PANEL 'FACP' r 20 I CEILING FOR FUTURE USE. _ 19 X 20 1 2U � � e I ( 21 X -- 20 I Y _ `0 I 22 J 17 SECURITY SYSTEM PANEL , BY OTHERS, INSTALL FOWER CONNECTION AS DIRECTED, x 20 I 20 24 6 6 J O3 PROVIDE JUNCTION BOX FOR PROJECTION SCREEN. PROVIDE ONE COORDINATE LOCATION AND WORK NTH OWNER AND SECURITY SYSTEM INSTALLER, 25 X 20 20 1 26 3/4-INCH CONDUIT FROM THE LOW-VOLTAGE SIDE OF THE PROJECT SCREEN 27 x - 20 i 20 28 32 CONTROL TO MAIN A/V JUNCTION 80x. 18 SECURITY SYSTEM CLOSED CIRCUIT TELEVISION CAMERA, BY OTHERS, INSTALL J- oho 31 x `D 30 FP2-2 BOX AND RACEWAY AS REQUIRED BY SECURITY SYSTEM INSTALLER. on_ 31 x _ - 20 20 I SPARE 32 ^^ PROVIDE CUSTOM A/V WALL PANEL 4 X 4 JUNCTION BOX WITH A dei 31x x 20 1 20 1 SPARE i DOUBLE-GANG MUD RING FLUSH MO'JNTED AT 18-INCH ABOVE FINISHED /I 9 INSTALL COMMUNICATION SYSTEM RACEWAY CONDUIT ABOVE HARD CEILING. FLOOR. PROVIDE TWO 3 N ( 31 0 1 20 1 SPARE 6 /4-INCH CONDUITS TO STUB-OUT ABOVE THE INSTALL BUSHINGS Al EACH END, ALINE WITH CABLE TRAY SYSTEM, PHASE A PHASE 0 PHASE C TOTAL INA 1iS TOTAL AAp$ r_ CEILING. PROVIDE A FOURPLEX POWER OUTLET NEXT TO THIS JUNC110N Vr. BOX. 20 UNDER COUNTER PANIC ALARM BUTTON, TYR, INSTALL 3/4"C TO NOTE FLAG 6. zm O UNDER-TABLE ALARM: PROVIDE ONE 3/4-INCH CON0u11 u, •4VLTI-CELL 21 LOCATION OF SECURITY SYSTEM MONITOR, INSTALL 4SO BOX WITH I-GANG MUD N LEGEND REMARKS 11 BOX IN CENTER OF ROOM TO FLAG 6 FUTURE AUDIO VIDEO E^, I LIGHTS HLO HANDLE LOCK ON 1J . IPMENT. RING, BLANK PLATE AND 1" CONDUIT STUB-UP TO CEILING SPACE. I N R RECEPTACLES GFI GROUND FAULT r_ �; OO J PROVIDE DUPLEX POWER OUTLET W THE FLOOR BOX USE AMEI TAN 5 SHUNT TRIP INTERRUPTERii STEEL MULTI-CELL ACCESS FLOOR BOX. w� 22 INSTALL A BLUE, ROTATING STROBE UGHT CONNECTED TO PANIC ALARM SYSTEM, �a COORDINATE LOCATION WITH ARCHITECT AND REQUIREMENTS WITH SECURITY iJ 32 O6 PROVIDE JUNCTION BOX FOR FUTURE AUDIO VIDEO EQUIPMENT. 4"H x SYSTEM INSTALLER. a ` 3/4"C. POWER ,? 6"W X 4"D JUNCTION BOX FLUSH-MOUNTED AT 36 INCHES ABOVE m FINISHED FLOOR WITH FOUR 1-INCH CONDUIT TO STUB-OUT ABOVE 23 OVERHEAD SCREEN CONTROL SWITCH. 10 -� -- ( 1 C TELE/DATA, CEILING 1N HAL!-WAY PROVIDE ADOUBLE-DUPLEX POWER OUTLET. (TYPICAL) 32 ,) yT .. u.� '' (�1 PROVIDE VIDEO DATA PROJECTOR ACCESS. THREE GANG JUNC'lON BOX 24 NOT USED LL c ;; F WITH THREE-GANG MUD RING FLUSH MOUNTED AS NOTED. PROVIDE TWO 25 COMMUNICATIONS SYSTEM MONO-POINT CABLE TRAY PATHWAY SYSTEM, L:FILING J '� „ 1-INCH CONDUIT AND ONE 3/4•-INCH CONDUIT TO FLAG 8: FLOOR BOX. HUNG ABOVE CEILING. PROVIDE ALL ASSOCIATED SUPPORT HARDWARE, CONNECTORS, wrx (Jill,' LJ PROVIDE A DUPLEX POWER OUTLET THAT IS A DEDICATED CIRCUIT WITH COUPLING, ETC. FOR A COMPLETE SYSTEM. PROVIDE GROUND JUMPERS AT JOINTS AS AN ISOLATED GROUND AND IS ON THE SAME PHASE OF POWER AS THE RECOMMENDED BY MANUFACTURE. OcS I 1 VV2-2 r r1 12 FLOOR BOX FOURPLEX OUTLET 26 WEATHER PROOF JUNCTION BOX FOR IRRIGATION CONTROLLER, COORDINATE SIZE ' O FP2-3 O .� S ,\ wk 8 FLOOR BOX: AMERICAN STEEL MULTI-CELL ACCESS FLOOR BOT: FLOOR ANO LOCATION WITH SPRINKLER CONTRACTOR. � DN TO �'�Q➢ 31 (,=, /�13 INSERT AFM-6, EXTENSION COLLAR AFM-6EX, DOUBLE'-DUPLEX OUTLET a I -J `✓� / - Q " 1ST FLR. r� J PANEL AFP-6Q, BLANK POWER PANEL AFP-68, BLANK 27 COORDINATE LOCATION WITH SECUkITY SYSTEM INSTALLER �*- �� J DATA/COMMUNICATION PANEL AFD-6B PROVIDE A DUPLEX POWER OUTLET ' I r����-rrrr��� rrrrT���-rrrr, rr ,�� r�rT��-rr r " rT�� rrrr�i��-rrrr 28 RIGID CONDUIT TO SURFACE MOUNTED DUPLEX OUTLETS. r1 r FuJJ _LLLLIJJJ_LLLIJJJ_LLLLJLL 11J _LI_LL1JJ_L 112 ,L1JJJ LL111JJ_LLL ��� t 14 Q AND TELEPHONE/DATA CONNECTIONS. �� 28?-8.' ���A ', F U9 CUSTOM VIDEO TELECONFERENCE WALL PANEL: 4 X 4 JUNCTION BOX 29 PROVIDE 2 DOUBLE GANG BOXES WITH 1 - 1-t/2" C TO ACCESSIBLE CEILING SPACE. 1 rI W2-1 (3) 25 <Y���' F WITH A DOUBLE-GANG MUD RING FLUSH MOUNTED AT 18 INCHES ABOVE PROVIDE DOUBLEAN 8-PORT F-r i 29 283-1.3.5. �� ,w� OD 13 FINISHED FLOOR. PROVIDE TWO 3/4-INCH CONDUIT TO STUB-CUT ABOVE 4 PAIR CABLES 0 T FACE PLATES WITH 13 CAT 5 JACKS AND t3 CAT 5 cyg M TC�(i3) LJ , 10 ('c�^ J FSD 262-31 THE CEILING. PROVIDE A FOURPLEX POWER OUTLET NEXT TO THIS y, /''`y I !\ j JUNCTION BOX. PROVIDE Two TELEPHONE CONNECTIONS Al THIS 3C PROVIDE 1 DOUBLE GANG BOX WITH 1 - I- C TO ACCESSIRI_c CEILING SPACE ;. L_J LOCATION. PROVIDE t DOUBLE GANG B-PORT FACE PLATE WITH 8 CAT 5 JACKS 8 CAT 5 ' 4 5• \ �i J 2Dt-24,26,28. ,y FSD "( * 6. (18 4-PAIR CABLES TO NEAREST HC. 3.E J t j - J '•'> 31 PROVIDE 1 DOUBLE GANG BOX WITH 3/4" C TO ACCESSIBLE CEILING SPACE �^ O PROVICE 1 SINGLE GANG 4-PORT FACE PLATE WITH 3 CAT JACKS AND 3 CAT 5 1, 283-7 9. �, J DED GEF-3 * 109 \ .. FP2-1 \ �`�' 1 27 6 CABLES TO NEAREST HC. 2' J TC fl C SD W TT FSD GFI 32 PROVIDE JUNCTION BOX IN THE WALL WITH 1" AND 3/4" CONDUIT STUD-UP, TO 9 11 VVI- _ FSD J � ' ���•..TTT yyp 11 CEILING SPACE FOR FUTURE DATA AND POWER WIRING. I :: \` 7 L) 34 � �,^} F ► 6-4"C 19 M 33 EXTEND EXISTING 2-1/2" CONDUIT STUB-OUT INTENDED TO FEED PANEL 283-11.13 m J. `� /' \ 2B2_g 283 AND PROVIDE 4 N 4 CU THEN FOR PANEL 2B2 TERMINATE IN NEW PANEL 283. 30 ri 33 NEW PANEL 283 ` 5• (8) r, i 17 5 34 PROVIDE 1-1/2" CONDUIT STUB-OUT TO CEILING SPACE FOR xTC� �; 282-2,4, 0 ' \ FUTURE POWER WIRING ACCESS TO THE NEW PANEL 283. FSD • rI N 2. CO 5. 11. r, j SFS 10 J J B3-46 rr1 J 6 FI / J �' FSD,4 24. s '1 282-27,29,31. �t 10, 2 J 24. ' �1 I O 28-'282282- 82_7 5. 5. J Pb 281-16,18,20 4. FSD"- '2B1� r r 5 P 26. CLG.24. 281-12,14. It LJ 4 J 'T.B.� Q (-J • J J ,481' `f1 S J cr 02 27. 27 U 4. FSD 'LCP2'�0 � 34.. 282-1,3,5. �. 9. F I J J*' `�, 3 FP2-10 2 ' 2B3-2. W2-4 J FSD CFF-4 • 26. e J ' S X81-8,10.. 2-9 29. - 6 �� r----,r FP 3 ,_-- 283-15. < > FSD FSD `.�, �� L - j J 1_JI__J % 10 ti(J ($ 4.. 5 1 ✓;'` 2Bt-24,26. 4 2\ \ FS 2B2-11,13,15. ��p �O 3.0 2B2-2.' 4 J , Y 'N; 'I I 2'1 TT' IG 7 v 29. \VV2-5 \ �GFI 1 LL.1 4 F c Q�e i -282-33 281-2,4, 20. 4 `- Op FP2-8 i r (4 26. �� 281-37,35. -J \�~ r� IG \�17. 282- 7,19. r, I O z :a 26. V 0(� J •\ 17. V v ; V 282-20. ., y 1-31,33,35. rr�^/�29. S 2B2-21.23,25. (� © 9 � (TYP.) S VJ23. 3 C E8.3 � FSD L_f° Q I'-r CWP W2 6 Q \ r �� 31. 33. S O Q D �t 19. L� 33- 8 105 as 10 33 W 2 25 �� 2B1-1,3,5. 5 r- J W CL *s__0T YP. 5' O I \ 25. 281-32 (- ) J �� 31, 2B1-7,9,11 5, �i 3 J r, 2i SCR EN 19 •' Nty 2 D 9. 2B1-19,21,23. �J U .Z �> �� FP2-7 �y d 281-27,29 r-- , 281-13,15,17. r; 2 3J U. 64 +60 LJ 1 9. 1 FP2-6 �; ' >� dT1 J cr t �1 1t. � 282-18. AWP O rr J 0 CCTV MONITOR 21 26 O 281-25. �- 11. LL (DO 8J 9. L� z Ouj U 1 DATE LAST GENERAL NOTES PLOTTED: DATE: 07-01_c1E: 1. ALL NEUTRAL CONDUCTORS SHAL1_ BE #10 CU.(U.O.N.) SCALE: SECOND FLOOR PLAN POWER AND SIGNAL 2. COORDINATE FURNITURE AND EQUIPMENT CONNECTION LOCATIONS DRAWN: DD>- oa.- PRlnp TO ROUGH-IN. BCALE 1/8' � r-0� i+ I APPROVED: �w 3. COORDINATE DEVICE LOCATIONS IN PRINTER/FAX/WORK ROOM IE WITH OWNER PRIOR TO ROUGH-IN. PROJECT: 4. FACH TEL/DATA JACK AND EACH FURNITURE SYSTEM CUBICAL WORKSTATION SHALL BE SERVED WITH TWO TEL/DATA CABEI_S. SHEET N0: SEE ARC;IITECTURAL FURNITURE PLANS FOR LOCATION AND QUANTITY OF WORKSTATIONS INSTALL TWO ADDITIONAL DATA CABELS AT LOCATIONS WITH PRINTER TAP DESIGNATION ,r. 5. 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W.NORTH a' RNw10 wi, cnl)PLING w wrt t� cH�i�GE1�6EL Iiiiceel�tc cHNor� cHw1ra� IR' _ O- --- - - --- PARh ll'A}' T' r IF pr,r, k pfNt; � �• -� _ _ _ _ _ _ _ tGAR OREGON nrxEs utAtlE 1 FIT TEE Va HEAT D4000GHtNIT PORTLAND F REC::(i N �...v- . T ( AMP, A Grll _r_ _. -_ ___ _ _- _�__.._ _ _�_ �__s.- AREAS PR01EC1TD BY A _ ._.._ - _ t . . INC. 5�t'1�I/'�•li'1 F1� 1 ti f n A.1. FC rl . Ar'@ RING __ _ _�____ _ _•�__._. -_ _ _ __ __ _.._. _ - - IN ERIC M�, NO , ,L _ _____ ------N___ ____.___.._ WET PIPs SPPM4kLEQ iA�'' R9N 176.3x91 �..�._,_-_.___. SY's1FM ANG IN ENCIb• _ ' __ _ _ _ _ fDY39 N.F. MARX 'TR�'6T (:EILfNC FLA JGE, RIN+, - - - PORTLAIV , OREGON 97220 3% BEAM EPACKET. PC w iNG - StIItES FOR Cot� PIPs - I - 0r.Uw • Ala one 1OB 51 SU -------4-- .. YPEs cX 1. Hoot/ _� ��__ .-__ _ __r_-___---_ .___�..___ _ ._ _ __ __ r..___ ._.._.___ __ ____�. _ __Y _... __ _..____ YALWS CONTPOIAXI, J(k3 SITE PHOMf 1RU1 EFVf. 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Iq I I 12 13 14 le 17 le 19 20 21 2. 23 24 25 26 27 2e 29 30 omm.l tm ZI 11 OI �1 q 4 H t/1 o IOt ,�LJtla)t!t1111LI GITI�I 1 tUJ 11[l�l.tlila la1!1.I.11 l�L11�11LJ�I�a.�ll.11.l���.l[Jll[JL1�11J.1 I�tt 111I1�J lt1�UlIIl1 t1J1t�l,��illl llll►ll►J�U 1L�t LILuII�aa(�. ���.I.�.��a.a.l.�l.,I I li 1.1.1 I Oz ;1 .. _., "' -Mha,�dr.w,.w«,.:...,H�wn�:q".r+ .,',. .,,,." _+n"7'nr'A 'MMM.'A✓!�R'<k�„+t+F'Mr." .,"-!�•',....:, ., . .-"��- �,:rwraw�aMwrH....a«ri+.N:.tn-wr+.talk«iird�.r.+rr.-"'-"dw,+.>;mmJw•rwn-...K..,,..::..,".,,, -�u .:.: -IM411MI+1'IN' CdtMkil+tu4f14rxMrP., .M . � � . 1M�p Ww- -- h iI'a r rF3.9K •� LOCATION OF SECURIT( SY.,TEM MONITOR, INSTALL aS G EjGX WITH 1- GANG MUD ' 4 1RING, BLANK PLATE: AND t" CONDUIT STUP.—UP TO CEILING SPACE: J 3 COMPUTER ROOM PRE--ACTT&,' FIRE SPRINKLER SYSTEM CONTROL PANEL, I CCORUINATF_ LOCATION AND REQUIREMENTS WITH SPRINKLER CONTRACTOR. E► r 11 '5- CC`MPUTER ROOM PRE--ACTION FIRE SPRINKLER SYSTEM AIR COMP. PRESSURE SWITCH, TAMPER AND FLOW SWITCH. COORDINATE LOCATION AND WORK WITH rSJ SPRINKLER CONTRACTOR. 16BUILCING MAIN FIRE SPRINKLER RISER WITH FLOW AND TAMPER SWITCHES AT EACH �g� ' FLOOR. COORDINATE LOCATION .AND WC RK WITH c;. n,PJKLER CONTRACTOR. ) + I ; II y iS • I v : ' I l 2 4�F7— ZONE WIRIMG TO FIRE ALARM PANEL ` • I 3.9K 3.9K EOLR EG'-k Ir w\ . `�, - -+�, ..r..-- 7 I 3.9K CITY OF EOLR Approvt, , TIGAJ G COr1t11ti0r1,jjjy Approve*/ = For only the r 7 I v► s - _ _— __ .___ - S y, Letter 41 ' A ' 41e Sw I /2n j! ,15 ;�-� -7�y 7 I Lt' SJ- IN • • I r .�t POH TLAND, ORE,ON (50,5)281 -.',889 APF ' (�` ' ry t fi 84' tr n F� fi I • ,1 v .•.., . b y j s - ti K.J. nFFi� �� J I n `�� �,>� �' - -;�• U• r ��• yw. �: �:.,q h:. ..>r �• � � -;. I .;r_ H 1 l_v I�`1 G Ill �•� ISI i' � � � r rc]wih9 ---- cm 'i' I I,, Irl ��l,ii!�Ili'� III'Ilill�l!�Iill !li!'illllf II III III I Iili IIII IIILIIIII IIII IIII IIII IIII IIII I '..`,I I I ,`" ..::,. _..,� : :., .� . ,:, . : . I � I I l l l l i l l l l l l l l l l l; 'i!I IIII IIII IIII IIII I I l l l i l l III; I I I L I I I I I IIII V I I I ""' `� �'�•� �^ �� -� -�•••' --• -..��•• .LEGIBILITY STRIP o I 2 3 � � � � � � pmm.I rm 10 I I 12 13 14 18 17 18 19 20 21 22 23 24 28 28 27 26 219 3'0 I t e 1 I I I O1 $ b HOPI Yoe �a 01 1 1 1 Ill I 4' t , x X r i 14 FIkE ALARM SYSTEM REM07 ANNUNCIATCR PANEL, FLUSH MOUNTED. FIRE= SPRINKLER RISER 2ND FLOOR TAMPER AND FLOW SAITC,HES, (1r MAIN FIRE:: ALARM r6l;TROL PANEL 'FACP' 1 r I` � I Fy IN. � . 1IT fj I i • j , ' / - r •, � \,`, tel. , .. � � r J r os r� s �\ ' .• ECLR '�\ `, / 1 t t_ � v SFJ , Y ' . 1 r ,�1 ��% •- � ,..• '•- i.J .. it . - � ,"�....__. r-.,—_ J� , _, � •- , CCCs f�CC'' rr t- A , - -� A, f.`.1.,�-') JGRV!CLtJ �i�.•l�r��_�r'.A TI C� i'CH` A'; , OREGON (503)287 3889 w _ •l)gtH '-.G '9, Appr iverl fRev 4 . '9; I I•IIUS�1 nRii, � . , - - F,.�`"".P.`..,. ri�-"�"iC�.' k3l"i. �ii'ir J VAKK A1' Ni 25 ul i' - Li raWIr;g 9 l , f2 ) q. 1 1 "f' �' . LEGIBILITY STRIP o t 2 3 4 5f� �i 2 13 I cm I I lomm.lcm 10 II 1 4 18 17 18 19 20 21 22 23 24 25 28 27 28 219 30 t' k 01 .��.1,�1 � Lt I�,J� (1�1�1�LI„11.1. ► .1.,1!�I,I,L�����1, 1.1.1.11.11111111�Illlllllt�►I li)III�IIIIIIIIIIIIIIIIIII�IIII �� IHONI IG�IOT Ill117IIIIIIII1IIII�IIIIIIIIllII1111111111111l;h!III1IIIII! II1I ! Ioz 1! 000 ,. „. '. MI"W.:.r .. ... F.,ufhFhti'..r.N"�i•FJ Y•.,c•LYM1t in- - .�, �.. ...,.W"W .. M. �.., T., ..N N., YM.+n i .d•s .v.' ..N. s•' -. �.' r:. � I !{nr•}}�MMi. 9 s MHIM ra'r V. -.. 64 Y ., .. .. ;r.. - .. .. i �. 1�"` . . H'EPA'Ei .: R ^M'" i ,N'rnk! :.s. ,4W4t'. ,, '.1i. w• vY .. ,.«:r.., Y .. ... .... . - .: : I. i' I• �f s >ti pr? u1 4• 4t j, I Ab i 1 a t • y , T, ZONE WIRW6' TO ' H, s �' FIRE ALARM PAA(EL TO CACP * I , • 1 I . 41 II - I , r 1 - I I • i ak 11 1 I I•t in SW 68111 .> _�• I! k K N•n 1' 1 � :t t � it � F. � +t 2 $ I w I III IIII lil!\ LEGIBILITY STRIP 7 1 2 3 4 5 g 7 e 0 10 1i 12 13 1'4 le II7 116 19 210 21 22 23 24 25 26 27 26 29 30 l 1 Z I 1 1 01 HOW i 109 ` Q 4 ._IIIIIII I _1IIIJ1111i1.11,IllItl 1IIIIIIllII11iII17,11111111��11IlI „1� 1 ,1 �l ll � � hll �Jl.�I�.J�1 111 , 11(IJiI;III���(! III)I(!Ii!II�I, O& -,. .,.. ,.._ '.� - ,,. �.. -.R!Il���u}sA!M,trWII�yM4tiMMNeLrms,.l.wunMm^glrKi'i�W'rt la.a,x{..aP° *Mwp••,+0r!! tlp�t,•n-!?nu,lw.a,^q>��M1Mwn a-' ...,,.. . +„'�'Nrhm�Yis\r�:.mntMnd'�iri,'swi+a,r�h�re �Jw raw•r;.�Ma.+. -, ..w,.,. �.4.., . i Il��d I: I 4 I�1 h f it"I E•,J FAN FAN F C I i f_ 1 : 11 ROOF TOP HVAC UNIT DUCT ! , f. MOUNTED SMOKE DETECTORS (TMP) 3.9K_ kdLR QTY SYM ;?E:SCRIF'TION I FART NUMBER j JP OF SHAFT 29 H0,q";;/STR0BE UNIT' T GOS24--15!5WR 1 .DIY 1 AC--1 ) / - IN _..__._..__.._ MOUNT TO I 1/'t' FOUR SQUARE BOX MA1/2' EXTENSION RING ZONE 21 - jiS� _U �xf )d - 4-` 5 SWR 75 TONS /{ 75 I S`R B E. UNIT IGXS - i - _.. ZONE 10MOUNT TO 4 SO BOX YMTH SINGLE GANG MUD RING -- I r -..- ------{� MANUAL PULL STATIONS �` • ___..__ _ ... - ' ! ROS: ".f MIN! HORN UNIT 1 � I FOUR SQUARE BOX WITN SINGLE GANG MUD RING FACP C;RCUIT 1 I - ♦ _ — , a 19 �� ROC V IMIN; HORN STROBE UNIT GX--90S r—� — - - i5 SPRINKLER FLOW SWITCH '. FOUR SQUARE Box WITH SINGLE GANG MUD RING I SONE ,e AC-2 1 �F, MAY.jAL FULL STATION SPRINKLER TAMPER SWITCH 1 09 _- ' , MOUNTT" SINGLE GANG BOX OR MUD RING FIRE DOOR HCLO--OPEN DEICES -8--3' T -. _.._.___ __ FSD 75 TOr4S �� �" ^ , I Fs. 83 i {S� IONI.-'" . OS DETECTOR ISBS--1101 FIRE SMOKE DAMPERS k',;� I -� MOUNT TO FIJ QUARE BOX 1 , - DEEP 120V THIRD FLUOR —_.1" _ / _._._. 1� E _ —__ I � II •. I — ��� t RECALL DETECTc1R I�44i I ; :y I MOUNT TD FOUR SQUARE BOX t 1/2' DEEP ZONE»_� I HEAT DETECTOR FI C�• _ s1— SMOKE DEFECTORS I r L L _ TC) F ACE' .._� _ _. ... _------ FACP' _.Z9l�F 1�_ --- __. __ F� c ! - �� ---�� MOUNT TO FWR SQUARE BOX 1 1/2• DEEP TO 'TTB' {-' MANUAL PULL STATIONS AU L ARY ZONE is I r� HORN CIRCUIT or ! ! � 24 VOC FIRE. ALARM -"""{S� P l-A� I i DRY FORM "C" RELAY CONTACT ;ARB--C i CONTROL ��� MOUNTS TO 4 SQUARE BOX 1/5- DEEP COMP, RM di^t is PANEL -�! SMAC CIRCUIT 1 PANEL 2D1 ----�-t - ROOM 236 ZONE 14 - ___.. -- -- -____ — -- _. - _. ' l F•EEGER ��� I T� SPRINKLER F'l_UW SWITCH ( ', ._% l.i I `.J 1 l � Lf r. , _ a � i ` J F L ] A ".;P '1 } r -. c - _ `� . IM CI I IC DOOR HOLDER � by � I HER SYSTEMTRANSFORMERF _'� -__ .- _.� 5PRINKLER TAMPER SNITCH -- -..___ . -- _-- ___----._.. .. (MOUNT TO SINGLE GANG MUD RING ON FOUR SQUARE BGX + J -; BY CONTACTOR ELECTRIICAL ! 1111-FACP cS ORMER TONE T3 TS - I i _---_ I 02 � DUCE P�iGI TEL) SMOKE Dr_ OR A; (;� �+P TO 120`! BLDG. SPRINKLER EXTERIOR BELL - _� �II�_24VAC TRANSFORMER - SOURCE I ZONE 12 --" M c F� SPR , .r.__�R WAFER FLOW SWITCH BY C'THrRS `IESTIBU'LE I POWER I FOR DOOR HOLDERS �1 FIRE DOOR HOLD-OPEN DEVICE.. r i . - -- -En] BACKFLOW VAULT TAMPERS 0 ' I ANNUNCIATOR � -r ,_�._.. ._�.___ .L Y �2 V ' _ r r R --Z__.�FS' ; FSD_, F'RE SMOKE DAMPERS ��� SPR i;'r SFr TAMPER SWITCH yY I�TI r . CRS 1 I I , I'- SNAC - /.6-♦ WRING FOR ANNUN�'IATOR FACEROULA-IN SIZE 17'w x b-H X JD I 1 6 1 HORN FXPANDER i FACE PLATE IS tA'w X d'H x .jD. _. !- I 5E P C` T `I c FLOOR.I 1 I ! (OND FLOOR MOUNT HORN A,JD .STROBES 80" FROM BE FI` rI VUF�. _ -. - I _ i ,ZGV c --- __._ _. __ i 729(1 FIRE c�NTRc�� �_ -; MOUNT F'ULl_ STATIOPJS 4F" TO TOP OF BOX FROM FLOOR. � I i R 1 I -- -.. ._ f - -- ------- - T....___F.' FSD T CONTROLLER —� FIRE SMOKE DAMPERS ----- ELEVATOR SIGNAL CIRCUIT 1n' -, � � I .:IGNAL CIRCUI I ►SIRING TO BE #14--2 !,IINIMUM, NC EXCEP TION. i f a^JaLOG DETECTION tivIRING TU HE #16 -? TWISTED, `'•JO SHIELD. _ .-ROOM 139 I L--ZONE n � T.. I I _--....__..�.� _ _ . ... ! I 14' HIGH X 14- MADE 1 YI I.r_.-.._._ ,T--.LEAST . rC 1 ZONE 10 --cs� I - - :. _ _._. THRE �FTT �c THE DETECTION , RCI MAIf1TAl>ti H\ �� Ate . I i EEVMACHINeRouts I t F� _ , DI�T.tiIJCE FR,;t41 AN`r C.OMMUI� ICH 10 CR )ATA -_----__--_----._--- LOBBY `r"►`I R i t J G THAT NEAR THE I 8E NEAR FIRE ALARM W!R;NC,, -HE ZONE 9 _ MANUAL PULL STATIONS DIGITAL. DIALER DETECT;Ui'1 (,IRC�'vITI EiV1ITr �} "NOISE" c � c ` TATS NOISE WHICH MA'.' I zoNE i WITH OTHER TYPFS CF )ATH OR COMMUNICATION SY STE" , �} - �(F -4 SIGNAL DEVICES SNAC CIRCUIT L, L 1 r ! i` I I ZONE e � EMT i � �'S TE M r T- I SPR,NKLER FLOW „MI CH - B C BEFORE C� SMOKE DETECTORS � i SRN _ AD`'.'A;�Ct_�) `�Ef1��'IC'F`� (;C)R ,I<'� , �1C' F � G� /a S EP C SY T ST P. I SPRINKLER TAMPER SWITCH START-.up, TI` 11 'r I CONE 6 15 Hr,H .. .2 WIDE 'r v 1 ! i EACH HOR_OR AND .. TROHE L'C'HT r N FIRE DOOR HOLD-OPEN DEVICES CHF CK b F THE PROPER' ENG—UF- -L JE RESIN r)k I ' MAKE W' CONDUIT ENTRY IN THE BACK READ;NCt BACK AT THE CONTRG- PAS EL CONF!fRMIN'II FIRST FLOOR OR 'HE BOTTOM GF THESE ENCLOS,JRES i _. _. -. _ -. ._ _ _-_ tP•H _ w1cE X 4 DEEP t _ C �HOR T S ON TF�F CiRCI'(T THF RE --,E N _ 1 i _{� SOLE'vCICJ RELEASE (SEE NOTE 1) - .1 EACH +L� C,IRCU! SMOKE DETECTOR AND JUNCTION BOX COMPUTER - s — - - ---�� SPRINKLER FLOW SWITCH M ANIJA' _._`.. `r TATION ZONES HAS BEEN CHECKED I I ROOM 122 ;fJFIG ZONE•�_______.- _. _... __. N%� I'.= �__ URATIONJS & DIMEN;IONS FOR THE DOPER END--OF—LINE RESISTOR READING ! -LTs� ;.;PhINKLER TAMPER SWITCH E3A('K :� ' ;-iE CONTROL PANEL, CON FIR"�1!�JG THFRF I 24f1E ? __._..__. P� SPRINKLER PRESSURE SWITCH ARE NO '`?T`a CN THE CIRCUIT. I ___ { ----- INITIATION DEICES, CROSS ZONE A I -� EACH '1(1'I•• ;. OF EACH CIRCUIT, LISTED AHOV'w, HAS I I Z•"JNE 2 -- - + c ZONE 1 p r r I -4s-� .�� INITIATION DEVICES, CROSS ZONE 8 �_.J BEEN C. 'KED Tr,) EAR , GFitOL; Ar��� C GAJ, IR�.1E_I) I COMPUTER ROOM: PRE-ACTION SPRINKLER SYS. TO BE f �: FROM ALL GROUN", - ,",UL rS. 110 'v'.AC Hr.S BEEN TERMIt'-DATE, J THE FIRE i FIRE- _SMOKE;_ UAMeERS ISE )�N-E OF OPERATION ��OT�.�1 :-- - ____.__ �' CONTROL. ;-,V. JE EE �'�S 1"JELL A THEE EARTH 1. ACTIVATION OF ANY INITIATION DEVICE FROM SMOKE DE TECfUR SPRINKLER CCN TRACTOR TO PROVIDE ONE OF GROUND THAT IS REQUIRED BY NEC. OR HEAT DETECTION SHOULD CAUSE: THE THE FIRST, SECOND AND 1 THE FOLLOWING SOLENOID RELEASING VALVES: I i THIRD F'.-0(,R FIRE SMOKE DAMPERS TO CLO'�E:. ALSO PROVIDE ASCO T8210A107 SIGNAL TO SHUT-DOWN AC UNITS 1 AND 2. ASCO R821CA107 ASCO 8210AI07 ACTIVATICrJ OF AN ALARM, DUCT DETECTOR AT THE AC UNITS RESULT THE CLOSING OF SMOKE DAMPERS IN THE HVAC SHAFTS MS-6 I � AND THE SHUT-DOWN OF THE AC UNI rS. j �.. _ ( :.�i� 1 IC�1 r�Iou TOA I I 4 SQUARE: BC'X �,CM I ,_ i AND/OR T��,G 0� BLE: ALPHNUMERIC DISPLAY MOUNT N T TO A I _.._.__ MENU RESET SILENCE ACKNI.DOf < EMT EVENT , ,.-CM A 2 I i C'O a Z 4- 15 5 GANG 8 0 X;' ' G X S-- 4--15 �7 5 \ 4 S Q IJ A R ET H(",' . RED KI-1.1--- jl C�a� I EXTENSION RIt.G Ir ' AND/UR WO C C_ - - Imr i HCkPJ TRU I. GANG BOX, ALARM O� 1 2 3 5 �, REM( v E J1 1 EXTENSION RING 1 , 1 I �� I I -T- B r , : I , K BE - I Ji �, I l ` I ! _ JUMPE_R FOR STROBE _,_ _ _ I , SUPERVISORY O Y 4 5 6� I I �) �}i 1 I TEMPORAL �. i .J ITROUBLE O A i 8 ' 9 �_.. 1 I I { _� +24 i 7 _ _-_- ._ _�! a SOUND I sw• I o - } SILENCE v L —24 ' B � 1 1 ;• `.;C;/�r ILL.. i 1 1 _____..__.._.... _ L.__._.. .._,..__-__.._... _ __._.. ._, _ ._-_ _ i FLUSH UNIT BACK BOX 1'"W X S"H X 3"Q -- _ I , SURFACE MOUNT UNIT 18"W X 6"H X 3"D y [� _ C,,, I f C A R\ L, � �' � ..r- _ _ C l.'��L��A TI . �. I F�I� o I F t,��� N �.� N C r�� f\J ► F� � 0 i��; - _ � Ir t C� L� f� � 1 �� • ' I B E_ �_ I J ! R 0 B E- �V"i i f .1 N G, Pr,ft'1_AND, OrtEGr►; t503)2R7 .3Br19 -._ ____._ .� I I•t I l►tiH' hA"' P.E.R.S. (�)F F : I'AItKN'A1' I'Li '7rl i.' ' 1 1 - 9 { ! t Drawing '','1F�c r� . . .._...._..,. �-_ .-....._.. __...:.... ................:,.-..,...».r....,.,...._..._.. ..*.w..n.waw+wr.n+:mnmm.mYrmr.wri.r........._._—•....,.,,_....—.,. LE cm yllllllll!Illl i1Ij111lill r 11101) illllllll Ilii!Illi r „'r�.I.111I11 IIII IIII�IIII (IIII IIII IIII Iill!IIII 11(1 1: _ LEGIBILITY STRIP 0 2 3 4 8 l� 9 (ICI Ell 112 113 Ila II8 ! 17 I II8 ! 10 20 ( 21 22 23 24 25 28 27 28 29 30 / IOmm■( cm ZI II OI q 6 � b HDNI o IOZ 1.G ��1ia_I�1�I�1111L�1�►,iG �► .1..� 1II�L. SIL)IIIIii_IIILLIIIIILIII�IIIIIIIIi�I�II�IIIIIIIIIiIIiI�IIII�IIIIIIIILiIIlIIIII��ILIIIIIIIII!11.1IIII�ILIIIIIfIiI!IIILIII�IIIIIIIfIIIiILIII�I !111ILILi.LLIL.II,:IJ.lil..1.lltl_I�ILIIIhLIrIIIII�ILI,IIIIIiIIIII °� r , 7T F117V-1 .: is t ,:..+-.i(FI ,J,i`.•.'.ft.... Y, I A(n? I a 2 • _ I ALARM SIG'y:L $P':RY PROG I a l•- J h• (v) • •• •• L: TRcLIi+LE LE:,RADE 3R FAULT PRL`G 2 - FIRE NS T WW MORN I EARN 2 AUX CTRL r- n 7 _ NRML OFF NM mL ,FF NRML -Iry rt r' .. L i w - ' RESETK T MP LATEST SILE!10E ACKNC'�L£LGE svt•. _ - r ALATRZIURLE ALARM TROUT" _ RM - _ NR ML -XF NR < 1, AL POVEA ALARM TRClU1LE ALARM aFF VRML -DOFF U W _. . - j:... 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O OFC n ., Ll MiU1L J F RML �-'J OFF v 5 •'c, 1 ✓ _ - -- T1K)X11LE ALARM TRIMAK E ` MRM L OFF MRlL C�OFF 1 r _ At_ARM TROUDLE ALARM TROU)lE , _ _ i 3 'DOFF .. , NRML 1 � -NRML DOFF VRML OFFS _ NEUTRAL EARTH '50,,iL N II •..-. _ _ _.._.__.. ._.___._.—.- ; _ -- - - _- - ML' 1 - OFF r RELAY I I AITII aN �L RELAY 2 ----T RELA7 2 ON ♦ r Ci 21:L+C :!+PVT 8 AUTO - f RELAY 3O RELAY 3 r---�L,. _ .' __ r• __ ,_�. ® 4 24VDC INPUT, RELAY ♦ L AUTO ON L - D T I T`- O �.-_' C' RELAY 1 h-- 24VDC INPUT Mf -T- r I -LEGIBILITY STRIP 2 3 4 3 8 8 9 10 1 1 12 13 14 ig 17 1g 19 20 21 22 23 24 25 26 27 28 29 3C Z I I I OI I 9 Z MON, " i j oz Toa a4. i t ! . 1.;.. ,..:.... Mh� ,'�rtll'Y'IMv'fmwnnb-.HNdi6:4'Nl+ren,.u,µi.iw,�e.{Iv.M'�"R'4'VriIrtyJM•yWq'�t�.vMi59A'd`rNYa�'.�nl timA+ +q+d woN�A,n:-o-. s... ,.... Fxy , .1 L `. EXPIRES 12-31 t 1Ill1Ad10Nle /11: �M� '� t ' cowTt�°raw GENERAL NOTES �sa �tnv�.00w t t f LN u 6Abr A• ALL DUCTWORK WITHIN RATED FLOOR/CEILING ASSEMBLIES OR CROSSING i_.._........._. _______ ____-_.___._..__.-___. .-..._____.__.._.'_ , ' RATED CORRIDORS SMALL 8E MINIMUM 26 GAUGE SHEET METAL ! _ f -- .. -------- , ._._-..___ .___..._ �=ac:e.-----•o., :• __.:-c:: =:xx---i _—._,-•-__.:_.tee= —..... ._- -. --' -.—. _ ...._. _ _._.____.. ..... .._ X:-a NOTES THIS SHEET E it 1A�il.� JdX12 INT LOU "11H WITH AI k. fi:E. 3SX12 RAFT OAMPERr T '� I �/ X�, 1 1 i I . f o CEILING RETURN GRILLE WITH INSULATED RETURN BOOT. O _ _ _ AR01'E CEILIAq, i SEE DETAIL 4/M6.1 iTyp ! 600 I I 2 ROUTE REFRIGERANT LINES UP SHAFT TO CU-1 ON ROOF. SIZE PIPE _ ' O ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. 12X12 DN SEE DETAIL /1Ad 1 FOR FAN COIL MOUNTING i O3 T MOUNT ON INSULATED BASE. 800 NOT USED f 10•o d•• / 6•0 S I I -- i f �-'1 'i�! - O DOC PANEL LOCATION. LOCATE DOC TERMINAL PER OWNER'S DIRECTION. Will 1200 /.= OWNER TO PROVIDE TELEPHONE LINE FOR COMPUTER MOOEM. V`""^'� ! q .._ .____ i _ _. • — _ -- --�II�l- _ -._.-.__.._.. -, _ (7 ROUTE 54X24 RETURN DUCT AS HIGH AS POSSIBLE BET*M TRUSSES. + i + FPt-2 !!, X` - COORDINATE EXACT LOCATION WITH STRUCTURAL • 11 0 i lb"i FP1-9 X3, ( :t j �,� c' R !� VA-,3 10'0 A REMOVE D05MG `!`?V9_ 2 ~`•;� 12x12 ! �- DUCTWOIiK ��' '•. ` r• r. 1 _ - f i 1000 .r F •- - .i-- ���..---..���� - �• VNO)-4 Goo o _ 1 14x12 ,i CRR .1�7�4 12.0 I 1 1481- 1200 tp� t0 6•o L'i by15 t HEI VES ! 46X16 —IN 1600 t :S // -d o E ibP d'r / 10"0 F--- ---- _ ;?N N tFF"ILL 0'r _ ���- 12601 } 16x14 • �•� 1200 \ yet-5 1 r G-1 1 M4 -1 _ I dL + -6 1 • - - _ - 60 - - - -- - - _ - -- -- - - -- - - o �,a•,% 16x14 ,- t _ FPt-1 ! 1 ,�� �� S I 1 4 —1 3 - ,r s • 11' 140 \:' 14X1 -: - 4 / i 16x14 22X14 • j -►7�` - FC-1 3 14x14 B 6•r '. I! .+ ( - /1 N' -- -♦; 10'0 12'0 . ?i FP1�8 s 4y ! d0• 1 1r.' _. . T •- i s _ -+j' ION UP L! R.A?1' 36 T 2Oxt 41-141-04--; " 14914 .• �� -? _ . A�<EA \ \ /. 1400 tr0 14x14 20x14 1000! ., 2 10•/ Z m 2060 10'0 IWO B'r i, ® 1200 1 •-4 -icl) !� — \ ` , / 12.1 `/ o � 14'0 12'0 1000 22X12 t + � F5D _ r 4 6'r -< - - - , t}V�" • VVI-7 \ _ J _ — _ IL 1 • �- Will ( 12 r ,. 16Xf4 MOUNt MIN, e' A F. - - y' -`WITH BIRD�CREEN. EPL-Z \\ -:O � .. -- ,i d • 1000 12 r I ,r 10 0 _ o Q 14X14 -- c \, ! 10X10 ! 6'0 21.0 r - - _ � FPI-4 logo 20X16 ! 200 \ 1 r , TYP 6 p!• N��ING R,r 1001 �' 1006 .i _.� t 10'0 - _ _:. _ _ _ 22X12 _._._..- Z _. c: l '� or 6 _.._... _ I !!(1�i a ►; ;; 22X12 / I, _ FP1 5 FP1-6 tt I 131 tiTV 4 t •� I "'• -.. I ._.,. r X14^ _ • id : co i 6Y `'� ci 12.0 C _ _ �-� 36X12 INTAKE LOUVER WITH BACKORAFT DAMPER, PEET3AI 10'0 X12 S t *i - MOUNT ABOVE CLG AND CENTER 0U WINDOW 600 f T1rP EL'13 12 j FP-S a `♦ 10'1 10'0 1 2 TO' ,j ?0 • -10'0 • I r • 1 Z'i 10 01 i am ! __-- - _ _ L i 4 jib C,w oP TIG 1'. Purrmo- _... C�'�ali A Ayov ......... esu'�in: QATL For on'Y 1^8 wo�K 1 '1/16 Seg ,, Follow. ,1 9CJILE 1/8"�1�•D■ PEAMiT NO Lll� AM; Aid"g49 AW PROJWT NO.: 9111M � M2*1 PARk11.11 `` { 1, GOf 'N ,tib: • _ .Mw r41w " OIA1�t X01 M Ia WIN � f.,•..s._.•-. ...e...w.s,aMfw..r,..*. . I:Iw.w1.,. .. d ............. _... • moi;. �,1 ✓ —:1._• •fru'nrw..r+....r, •..re....._....... ...,:, .............. LEGIBILITY STRIP _T 2 3 a B 8 8 8 '0 12 +3 a . 8 +8 9 20 21 22 23 ?_a 25 26 27 2e 29 3� Z'I ' � Ci r � oz 10 I • d4diOz !i will ,.., .Y9M '. ."AiQ,!+ !..tllFe kklMlgnnMp.'{OM�Iwy, ±'Al14MKlnryEA: qf!M'4*n.wM'•bMMu•x:raanM!' »1e:•M.ro"ey?t..,e^�70.AApNMryI, .•.y:,,.,, : � � Cpl nF t : .. •., «. _., •, �NMfrIMwM'wraern+ygro,+ntRr• -.. -...+n.. .:. n ,., :. ,... .. -. ...: _. _ ... .. ...,. .., .., ...,.. .. .. : � rY ktrTNMbh pllTf•e.ltropprq::� _ .. I i.+reP vwn. _.. . r. x . w+•'a ,.: ... .. -. , ., ..r..,: _..... ., .: .. •:. .. ,.. _. n :. .: . .u•-.w:: .,.• ...M u:.Mw.nrM,+,:. +.l:e w:.r.W:rw -:w .«:w, p. -.,r+n � �W}P'' NM'M.:/!M1�YNw .. , W.Mi':M.MW91N�'/dkSMN MP'M•I:YWW1 004+0 A P. �.. .. . ,..:r •:.:• :•.. .• • n, :w, 4•MMN:. w MMiXil' +wR�..ht n:tehu4,.r4 «!!FM: S.NI rr,r..,,,,w:. '1 --* ------------------ 15 1 1 , 17, • j �,ORE +,-4r w. P NOTES THIS SHEET L-xPlgEs T 2-31-9� i REVISIONS: BY: ! I HANG TERMINAL UNIT SENSOR WITHIN LEASABLE SPACE. I ADDEND M 01 I PROVIDE 40 FEET OF CONTROL WIRE WITH SENSOR 1/18/96 O 10"e STUB OUT FOR LEASABLE SPACE EXHAUST. CAP FOR b- PLAN G4IEC.7C w I FUTURE USE. L,�� .ONbTRX:1 � O �� SEE DETAIL 4/M8.1 FOR TYPICAL ACOUSTICAL RETURN —\'IN PROGREt6 4 -8 04 -, BOOT CONSTRUCTION. I//�m 4 ?4w PLp� TYP. 2 � ._•' i I 0-4 -1 `� Ti. 6/MM 3 CEILING OF LEASABLE SPACE 233 AND BOARD ROOM 2 _.._.`.. .. .... ...__.. �.,_... I,..., 1 40 . 1 LINED TRANSFER DUCT ABOVE I 1 , OFAN POWERED BOX WITH MANUFACTURER'S STANDARD SOUND ATTENUATOR. ....... ...... MOUNT 10X10 DUCT AND FIRE/SMOKE DAMPER BELOW Tll_cick�170 54X24 RETURN DUCT. R 12X10c o 6.0 ^.; .•r I i / C7) THIS SECTION'S DUCT LEAKAGE NOT TO EXCEED 0.25% OF 1' _1 RATED FLOW. SEE SPEORCATION SECTION 15500, } FP2-2 S —1 �, I� PARAGRAPH 3.09. cep 14 12ltDrmmlwMvmAr,tt,:'r.rt q x .� �......._..._� . /- _ - ROUTE 5a 2a RETURN DUCT A SPOSSIBLE BETWEEN F8 so- ... .. ................_. :•.:. _ TRUSSES. C00RD�NATE EXACT LOCATION NTHSTRU . ....210 0-4 _ 14;X12 _ j 2 O RELOCATE SENSOR FROM DEMOLISHED EXISTING WALL TO «r NEW LOCATION ,ed1 FP2-2 B-* I A ► : --- i _.. - e-4 G -1 / ..._,.. - _-� 't. _... ._._... ! C: ` 8150 ..... _._..m_ 8,0 i I _. r 8 e-4 S -1 1 ii :: _:y -_ }I Il 10"e �84- 200 I, li i 8'0 v e M I' S"IR 1►1 w2-2 $ !r" n�a /�� /,. h_ s �.:1 - - • ` 10X10 `• �� / \ ........... _--.._...._ ....__.---•--.---- } i10- r� A/ �l` aL.._._......_.. ...�.. .. - / -- — - -- — 0-4 0-1 xt} �� 54X24 i 1 - - 200 I : 4 -• r::,-._.. .,1,f / � �o r 1o"0 'e 12 6 FS0 i+f off 1012-1.FZ 1 S�10(Z-2 .. fig" ..�: oxl o ; .. �� � %• ' - FSE/ .. / - s ..... t / CEF-3 6 A-4 t'` F34! . T 14(14 14"0 �1 150 244 0 \ �- � /; X0 6e 4 CD 1 -- - - F 0- \� TYP 2 2X22 CRC-2 ', ' • 30 FSC 10" FP24018.� 10.0 i `�, 200 1--- - SD-t n W _3 754 12'eEP3- s ._ S \ 2 0 P2-9 �— 265 TYP 4 r..-- _._ .. _. ; -. _.a - _ - - _..., _ D • r \ � Y 4 WOO 1e TYP 1 7 8"e 12"e I i1 \ 20r*C1P' 12 r FSD ^.. 2 12'e 8-e 0'e 16"e _ : ^v961' �, 10X10 "/ U1O'0 14X12 --+ I ` L.T �.e 2E'a aM\ – - • Y r7 �J? �1 � a0re PN H CEF_{, 0 '"'P 15 TYP 2 f \ 12. ' \ l�r 6 n ` 60 <� FP2-8 , - ,..� 12"e _ 14 xt 2 g - F1270 FP2, 3 4� .. \ ; u - 8 0-4 CD-1 -10X10 �.. I 250 TYP EPZ=$ 8'0 0 O .�1 6'e �`� 6 0- -1 14x14 -10'e - 10'0 10"° �1OXI0 _ 20"e a 6"e 10'e 6*e 10x10 u 8 rd-a SD- t e / 7 10 A-4 C -1 10'• \ �` �.\ .1 2-j 54X24 [� -t0 7 T 3 --------- - - ---+ 8'e 1 70 ., . __ __..... 1 r 1............._.._..-......_..._........_. ... :vz - z .. s� FP2 2.1t:1-1 , 10� /4 6'm FP2-4 ' \ '" * FP2-10 16"e t 4"e 8"e_ 8"a VV2 8 0 - - 8 -2 C 1 V 5 ,Q, 150 _ _ _: VV2-8 0-4 Ll I 8.0 jr�14X10 TYR.2 -1 6-0 C ,i1 _. TYP. 8 t 10 e `� — 75 IF_ ...___........._......._...._...__ __... _.. 3 f _._._....._......__-_..._..... _..____ . _._........_ _... . 10�e — 6"e -� \< ` c =6t 4 CD 1 s so TYP 2 i -8"e 29X14 TRANSFER DUCT DOOR! OXio 3�! � C:,I I$ I i � Q I � � 1410— ABOVE oR; - - `IA — s • ' r I�, < / '.• � O i •_ C ,...- 2-8� 14X38 6'0 3 12-0--" "�y tOxTO V S ! I "e wC< r•3 T 8'e 12xt0 6.0\ ., 2 T I q i 10 • �. �.., 114X14 _ t=-18'0 - f 12.0 i-- -12)(10 _ _ _ e 4 SD 1 225 TYP 8 e -1 e- _ l 200 F s EP2 �! I Aso Ej 8,0 2-5 14X14 w_._....._. , �, ' •,Y EP2 5 0 4 \ _. .._.. 8 ..... _ _. 0 4 L 1 gTf i , I .-\ � k«r4••.. 1 1 r ..__.. .yf........ 4..lnY•!'MYM• T. � 1 - + 14x14 : • __..i0A 12x12.... i.. - - I - Cn 1 TYP 8 . . 8 e-4 t . j i .. Ch OFF I I` '' _. .. 2 TYP 2 I _ FP2-7 12X12 '2X12 i _ ( O40 I 10 r' I 10 e 3 4-4 -1 � 1 I 10 _ 1 i ........._.. ..,___..... .........__.._._._.................. _...». .._,._ —:,—�- w 4 FP2 8 1 0-4 -1 j 300 TYP 4 I I i I DATE LAST 1/1196 PLOTTED: I I I I I DATE: 1/1196 SCALE: 1/8'1.1' DRAWN: � i I _ APPROVED: �D 1 i I I 1 PROJECT: ,18296 N I SHEET NO: ♦ ' ~y iNTFRFACFLow fAGJmeetNFFR lAC AC 98389 1 SECOND FLOOh LAN - HVAC �G Tfifnrs202 t'tl SCALE: 1/8"_,'-0' Ste" o..•. �Il.~ww OF LEGT9ILITY STRIP cm 2 3 4 B e 7 8 9 10 i I 12 13 la le 17 is 19 20 21 22 23 24 25 1 11 01 Q y 4` � 11 L11�1�lahl l�l�lthl�l� 1r�J..�.a �111�1�1>1�11a�.lJ.ll�la�ra.�i.Jilal��Ll-IJ..lll.IatjjWal.�lll1"1tj11" JjI.1.is�j1ihitbj,LtI11� 11111111.�1.�1t�L1�1��.U1�1 � ' . r: - ,, ... i. xu H�W�Iy.WXM VR•yWFjf.,k'^4 7YU„Ytlg1:'Y yYd!Mk^p'o6Yr 1 .M-. ,.' -:,, -.:i., r .'i:' r:..., r::- .,'.e,., i:... ...: Tirvalw. -u•F .n—rf r.n -Y R 1 e"'" .:a _t, „r,..,::.y 'a+.r,r.,:1. .;nl:... -r,rt•'m....ere. •+:..:,m<nMK.?.mem � MA” WHtlMW!k!M!NI(dM. }MhMIWIW a. I .,.,...,..., ....... .... .:..,,.. ,: .. :..,.. ,,,..,,. .v.: i•<s.,n «,:raw. r.,... . .,.::...n,., .rn,,;.-; ?rznu nrwmke ,..x ;y.. ..^�*M§�.f+°Y .arN MNk!l.M.` :.., •r.- :rF w"+en!',r N.+amxr: ,w4'N'".+1lWA��.::gww� �:M�;�.�'WN!Wpm' .- r / _0 PRop, '�-T.' �. ` � ',,� ' ♦- I ,i �•, '�' tet'', � E,�GINfFASJ` O { i #17,4 ORE '�opf 29, w f�, EXPIRFS 12-31-99 REVISIONS: BY: ADDENDUM 01 1/18/'96 Q PLAN CHECK A b � 10_ -i 8 1 -1 1°'P10Cvft66 - NOTES THIS SHEET 0„� , 3w PLOOpt ' t } t + • �... .\ O1 4/M SEE DETAIL 8.1 FOR RETURN BOOT CONSTRUCTION. a.0 ROUTE REFRIGERANT LINES DOWN SHAFT TO FC-1 ABOVE 8 COMPUTER ROOM 122 CEILING. SIZE ACCORDING TO'4 MANUFACTURER'S RECOMMENDATIONS. --� I _ (, _ + O3 MOUNT VAV BOX SENSOR ON INSULATED BASE. °rho 8.0 _0 -1 S T4-2LFP3-4 1 265 TYP 4 O4 6OX82 ROOF OPENING FOR RETURN AIR AND SUPPLY OUC1. FP3-2 10X10 ' S FP3-5 OS NOT USED ►, ::.--w..:... O -- / R�u WATER HEATS _... I ...__ � .__ FP3-3 � ., © TE 6`• W R FLUE UP TO AGA APPROVED �$ 9rz ROOF SIDE AIR INTAKES. CODE REJUIRED DISTANCE FROM ALL ROOF CAP MAINTAIN 10X1 o f P3"3 _ 10X10 10 �-4 .' . Ta SO-1 ^ 0 T++O Iwo COMBUSTION AIR DUCTS FROM GRAVITY HOOD. 8`4 O/+E 1CXt0 DUCT TERMINATED WITHIN TWELVE INCHES OF I CEILING OTHER 10X10 DUCT DOWN TO "THIN TWELVE INCHES �t / OF FIN SHED FLOOR, COVER TERMINATONS WITH BIRDSCREEN. I o j I - O ROUTE 54X24 RETURN DUCT AS HIGH AS POSSIBLE BE`r*EEN 84 .6*4 TRUSSES. COORDINATE EXACT LOCATION WITH STRUCTURAL 12`0 - 10'• 8.0 S FP3-6 i - ROUTE SHEET, 'ETAL DULT DOWN SAME SIZE AS FAN OUTLET AND TERMINATE 'N SPACE AS HIGH AS POSSIBLE WITH S �% BIRDSCREEN. OPERA iE FAN UPON SIGNAL FROM FIRE ALARM i SYSTEM. .-.. 10.4 � -,...,,_ I 6`s { 1 �3-5 _ / 6.4 9 EF-­3 - i 4 B•4 8.0 6`4 `10X12 • O e /' , •• / ` ` A 10 RELOCATE EXISTING SENSOR FROM WALL TO LOCATION SHOWN. 1 20X.14,Q // /r 11 RELOCATE EXISTING DIFFUSER TO LOCATION SHOWN ON �' PLANS AND BALANCE TO AIRFLOW SHOWN. � O I 1 W3-i i FSD 8 4 I _. rw4 _ �i d �. 8.0_ FP3-t 1'10 T � t 2`o t 2"0 4X' 12.4 ��' N CEF-i i 10`• VV3-2 14'4 _ •,. , I :--••-tel I� `�\ � ��. / ' 12'4 6`4 16'4 '� %~ 54X24` 20`4 ��� 1 10 4 1 0 / 12"0 6 4 4X14 /'.\ 1OX10= / % 10'4 •.IL 8 4 4 TYP 8 - -- 4 G-1 /.1 200 / \\ �r,` / 1 x10 _ - 8`0 16X14 12'0 10.4 6.4 / %��/ 12.4 �-Ri FS CU-1 1, i h4 _1 DST 14` f FSD 10X1 1 •- y 8`0 /20„ 2 TYP 2 c 10'4 B-4 - �F-2 �-•- I 0 4 - /�G. �. � SD-1 8 0 /' . S � 20X10 1 235 TYP 3 FP3-13 8.4- op > 1 7 t) W3-3 f t . ... _._._... ._ .. ... 14X12 . _ J 6.4 i 11` , - i I 14X10 • ' j^ X 8'e `'J�-�O 8'i II 10'0=E\ -z __ t � S =� 1 ON ' / \� FSb 22X22 --- `'J O AC-iro AC-2 \ 10-0-4 CD-1 W3-4 i/ A - Z'.. - 10x10 �- 1OXIO TYP 4 20`4 0 � 6` �:T %% ,\� _ Cid-2 12X10 1 22x22 C�-1 12 2 K, 6 0-4 CD-1 FP3-12 / 10 0-4 SD-1 ;_..8'* _ 14X12. / ,. '.. W3- 0 STCQ. 60 270 - v r ti r i y- QW3-e '1`rcr..r. . \ �, i. 1 , / 8 4 �r J 60 8`4 1 O`4 1 / 8 • 4 SD 1 -� i 0.0 14X1 •FSU j, ,.- 2"0 1 TYP 6 r 10"o `l `, � 11 / M\ 1d A -14X14 - _ _-. - �■ ._., 10.0 y y �\ 8. - -T>y0 w3-8 8.4 6.4 0 -«► 8 %- \, n $ fIAOVE W3r� \� ` 10`4 10 m .-.- _.� -_�_ \ABOVE SYSTEM �! / - -- x10 -� / FURNITURE - --- -- - ----------- 46'0 _ _.. 10• \ \.�t'S1Cl r � . . ........ .._ ._. _. •' - .----_ . ..._ - r._._....._.... 10`4 N 10`4 4-4 C -I -12`0 _ �! 0 / U / Ow 36'0 D y 1 S 1 CO-1 20.0--1 8'0 10"0 „h 1 12X12 FP3-7 �\ 10.0 z - 11 10 4-4 CO-1 8•v 12xb, 14.0 8"4 _._ . ...__.- 6 0 0 �ro -1 - 12 _ p3_W 3 9 10X10 - --- i 0-4 -1 j r 10-0 3,30 TYP 6 I Ott. EF 18X16 14.4 - ' ' P / 14.4 10"0 i -. �` \ / ✓rte.: _ I I 9"a 8'0 0- - ► 3'� 16`4 1 O"o 1 n', 8 e-4 SD-1 TMP 3/ 10.0 `-__._'. i 6"0I i OX t 2 165 TYP 2 Q 10*0 10.4 �� i Q .�FP�Z O3 VN3-7 70 10 ••♦ I II -16 X 14 ,, �.,....s.,._ n4.�.-:._.:!•->J FP3-8 FP3-ell TYP 3-10 I i { I -16X10 14X10 10X10 8`4 • 14.4 -124 i �.. 1 Boo - 10,0�OS FP3 9 0_4 -1 4 4 I 9 TYP 4 DATE LAST - i PLOTTED: 1 DATE: 1/1/96 i I SCALE: lib"•I'-Olt r I DRAWN: ANM APPROVED: SE PROJECT: 11829(2 i\B ' I � \� } F,� \� i 4 �3 SHEET NO: PROJECT NO.. 98389 1 THIRD FLOOR PLAN - HVAC -Nr ��comllinjelr�l�c A. bNows SCALE: 1/8'-V-0" 1�•-0.61. :1. �4�w M2m3 stv" OWN me-m OF LEGIBILITY STRIP 1 7 I I Oi B ►lilal�,1,���1»>I�t�.►1�1�.�. tlt�tl.�,i�l�u�l,�r►.w�u11�'�;it e s � ' ,tl�,U��.l1�Gllt�1,�I.i.�L.1:11,1�t1�. , i -RIF, _ ,.�..a ' "'.M Or .. -. �k {WW4,1Wr, wk+WdM�' %%hlY�'?%MMMMI"hM"+iFMtA N'Mxr.INNWi +vM1t 1 , , , '}..,�^'.- •.M...:...r.• , .,rr,'i•�aioF w.f'WY"RIAi.'MYIRf,. np:.uninl .,.., s`lr a , .ry,q - .:n..v.r., .N..Mµby,Y..L.,.L ,Irvl.. r N ..a,,+n •,:.1�. ' ,�.., '� r: :µ. ir '•r ..r 1 i a 1 �0 PRUoF kG 1 Ne", -- 17,4 R E s FAN POWERED V.A.V TERMINAL UNITS SCHEDULE pIFF 28 W. F� USER, REGISTER AND GRILLE SCHEDULE ,EXPIRES 12-31-99 cm MAX PAT. WCL 1iC' IfAT�q np B.6CTF�JIL FM WATM PIS LOM p�T cm%a" M1 TYPE FACE F iA11E DAlpel Rm N003 m F'B,I,r RLVWNS: BY: fY��OI AFE1 Ni N w�C d�=tD� M Wr#M MOLT RIME CFM Fp CAII 11E4"O Q ADDS M FPI -11 OFFICE 106 F'ER211. 1110 S00 CD-1 CEILING DIFFUSER PERFORATED T-BAR NONE W1ITE TITUS PCS 24. 4• FACE 0.40 3S 7 3 480 3 600 1/3 1100 FP Q PLAN 0-ECK I-2 AUX. SERVICE 103 1060 320 CO-2 CEILING DIFFUSER PERFORATED SURFACE NpJ[ WH ITE T ITUS PCS `3/3/U 0•� ' 3S 5,5 Z 480 3 525 1/3 845 � 1 -3 LUNCH ROOM 101 2250 48p 0•40 35 7.5 3 480 3 525 1/3 1005 CRC-1 CEILING RETURN PERFORATED T-BAR NONE VW ITE TITUS PAR 24x4' FACE QCOMNb QUO a !AD PLOGIe 0.40 30 _ 1 -�4 CONE, ROOM 131 420 90 GRILL.E 2 1 277 1 220 1/15 310 CRIS-2 CEILING RETURN PERFORATED SURFACE NONE VW ITE TITUS PAR 24x4" FACE T'P1 -5 PLANNING 133 870 260 •„.440 30 4GRILLE 2 480 3 320 1/15 610 FPI -6 OFFICE 125-126 1280 380 0.40 35 5 2 CEG-1 CEILING EXHAUST PERFORATED f-BAR NONE WHITE TITUS PAR 24,2'4' FACE 480 3 320 1/1 730 FPI -7 WORKROOM t 24 260 BO 0.40 35 2 1 277 1 200 1/15 260 &V n CEG-2 CEILING EXHAUST EGGCRATE SURFACE NONE AH ITE TITUS 50R �.. A FP 1 -8 OFFICE 104 480 160 0.40 30 GRILLE 2 1 277 1 250 1/15 410 FPI -9 OFFICE 111 430 160 0.40 ,30 SO- 1 ADJUSTABLE LINE 2 -SLOT T-BPR NONE WH ITE TITUS ML -' 9 W rN INS. PLENUM �2 � 2 1 277 1 210 1/15 370 SLOT DIFFUSER FP2-i LEASE N. PERIM. 1100 330 040 35 6 2 480 3 350 1/15 680 SO-2 ADJUST.ABLE L (NEAR 2 -SLOT SURFACE NONE AH ITE TITUS ML -31) W.-H INS. PLENUM FP2-2 LEASE E. PER IM. 980 290 0.40 ;S5 5 2 480 3 275 1/15 565 SLOT D I FFUSER FP2-3 LEASE S. PER IM. 400 120 0.40 35 2 1 277 1 275 1/15 395 SR- I S IDEWALL DOUBLE 1 1 4" �$ / Of3D wHIrE TITUS 3008 SEE PLANS FOR SIZE SUPPLY REGISTER DEFL . BORDER FP2-4 BOARD ROOM 230 810 ;40 0.40 30 4 2 480 3 350 1/15 590 w/ SOUND ATTENUATOR FP2-5 OFFICE 228 PER IM. 1200 360 0.40 35 5 2 480 3 350 1/15 710 NOTE: USE TITUS FRAME TYPE 6 FOR ALL CEILING DIFFUSERS WITH FIRE DAMPERS U I a FP2-6 OFFICE 222-226 1200 360 0.40 35 5 2 480 3 350 1/1 710 FP2-7 OFFICE 218 625 190 0.40 35 2.5 1 277 1 275 1/15 465 EQUIPMENT SCHEDULE FP2-8 OFFICE 214-215 470 140 0.40 35 2 1 277 1 120 1/1 360 8YMBIOl D�PTM �CTMAL. FP2-9 CONTRACTORS 213 1060 315 0.40 35 3.5 2 480 3 275 1/15 590 AC-1 PACKAGED VAV ROOFTOP A/C UNIT WITH GAS HEAT: 4-60V/30 ' 2-1 TRAINING 211 1230 30Q 0.40 30 3 2 277 1 350 1/15 650 SUPPLY: 23,200 CFM AT 1 .50 IN. E.S.P. EXHAUST: 18,560 CFM AT 1 00 IN. E S P. 7,000 CFM MIN. OSA. 240 MCA FP3-1 OFFICE 318 PJtIM. 1260 370 0.40 35 7 3 480 3 350 1/15 720 MIN. COOLING: 845 MBH TOT30 HP SUPPLY FAN yyy AL, 679 MBH SEMS AT BO'F EDB, 65'F EM6, 95'F :01,8. 7.5 NP EXHAUST FP3-2 OFFICE 322537 LEAVING COIL TEMP. FAN 2"i0 60 0.40 35 1 1 277 1 17, 1/15 235 MIN. HEATING: 500 MBH INPUT, 410 MBH OUTPUT; WITH ROOF CURB AND ECONOMIZER. FP3-3 CONE. R0011 323 470 120 MIN. 8.5 EER. 0.40 30 2 1 277 1 220 1/15 340 APPROXIMATE OPERATING WEIGHT: 11 ,200 LB. FP3-4 OFFICE 324 250 60 0.40 35 1 1 277 1 175 1/15 235 AC-2 PACKAGED VAV ROOFTOP A/C UNIT WITH GAS HEAT. 460V/31 3-5 OFFICE 323 PER IM. 310 90 SIMPLY: 23,000 CFM AT 1 .50 IN E.S P EXHAUST: 18,400 CFM AT 1 .00 IN. E.S.P 240 MCA O.4C 35 2 1 277 1 175 1/15 265 6,900 CFM MIN. OSA. IN. COOLING: 843 MBH TOTAL, 676 MBH SEN AT 80'F EDB, 6`'< v*3, 95-F AMB. . SUPPLY FAN FP3-6 LOBBY 202 1920 570 0.40 35 11 3 480 3 675 1/3 1245 7.5 HP EXHAUST 53'F LEAVING COIL TEMP FPS-7 MARK AREA 315 660 200 MIN. HEATING: 500 MBH INPUT; 410 MBH OUTPUT; WITH ROOF' CURB AND ECONOMIZER. FAM 0.40 35 3 2 277 1 275 1/15 475 MIN. 8.5 EER. FP3-8 OFFICE 313 PERIM. 1215 3600.40 35 5 2 480 3 350 1/15 710 APPROXIMATE OPERATING WEIGHT: 11 ,200 LB. FP3-9 OFFICE 312 PER IM, 1180 3,50 FC-1 HORIZONTAL MOUNTED FAN COIL UNIT. 208V/I• 0.40 35 5 2 480 3 350 1/15 700 2,000 CFM AT 0.50 IN. E.S.P. 3/4 HP FP3-1 OFFICE 309 270 60 MIN. COOL ING: 58 ABH TOTAL, 41 MBH SEN. , 73F EDB, 63F EIAH, 55F LDB. 0.40 35 1 1 277 1 220 1/15 280 COOL.ING CAP AC ITY TO MATCH CU-1 . FP 3-11 CON F. ROOM 308 330 900•40 30 1 1 277 1 220 1/15 310 APPROX I MA T E OPERATING WE I GH T. 215 LB FP3-1 OFFICE 306-307 450 1300.40 35 2 1 277 I 220 1/1 350 CU-1 GUTDOOR CONDENS ING UN I T FOR FC-1: 208V/30 MINIMUM COOLING 58 ABH TOTAL. 41 MBH SENSIBLE AT 73F EDB, 95F OSA. TO HATCH WITH COOLING COIL OF FC-1 . 23 MCA -1 OFFICE 305 PER IM. 705 210 0.40 35 3.5 2 480 3 275 1/15 485 CEF-1 CAB INET EXHAUST FAN: 120V/10 Twj 200 CFM AT 0.25 IN. E.S.P. WITH INTERNAL MOTOR, SPRING ISOLATORS, ACOUSTICAL INSULATION AND 220 WATTS CEF-7 BACKDRAFT DAMPERS. MAXIMUM 8.0 SONES. APPROXIMATE OPERATING WEIGHT: 40 LB. EF-1 CENTRIFUGAL ROOFTOP EXHAUST FAN, ALUMINUM HOUSING: 208V/34 10 3,350 CFM AT 0.75 1N. E.S.P. WITH CURB ANO BACKDRAFT CAMPER. MAXIMUI4 11 .0 SONES, 1 -1/2 HP APPPDXIMATE OPERATING WEIGHT: 210 LB. HOUSING: 120V/10 VARIABLE VOLUME BOX TERMINAL UNITS SCHEDULE EF-2 CENRIFUGAL ROOFTOP EXHAUST FAM, ALUMINUM 400 CFM AT 0.75 IN, E.S.° WITH CURB AND BACKDRAFT DAMPER. MAXIMUM 8.0 SONES. t/4 HP m FfiA WY MAX CTAT. MAX -W APPROX IMATE OPERAT ING WEIGHT: 30 LB. � PFM LOM AT FId1TN0 C*A= TNO e-ECTRi k�1�a. AREA >>®i'11® MAX w N WAC ,��c(Q KW STAGE VOLT FIII EF•-3 CENTRIFUGAL ROOFTOP EXHAUST FAN, ALUMINUM HOUSING: 120V;I4 � FS 10I 1400 CFM AT 0. 125 1 N. E.S.P. WITH CURB AND BACKDRAFT DAMP ER. 1/4 HP APPROXIMATE OPERATING HEIGHT: 200 LB. W 1 -1 OPEN OFFICE 106 1590 470 0.AO 35 -- -- 24 1 W 1 - 2 INTER Ip2 136-143 720 300 0.4J 35 EF-4 CENTRIFUGAL ROOFTOP EXHALST F , ALUMINUM HAUS ING: 120V/1I -_ FM, t 1400 CFM AT 0.125 IN. E.S.P. WITH CURB AND BACKDRAFT DAMPER. 1/4 HF APPROYIW TE OPERATING WEIGHT: 200 LB. w VVI -3 INSERT. MACH. 115 1210 520 0.40 35 - - -- 24 1 VVI -4 STORAGE 118 400 1 DO 0.40 35 _ _ -- 24 1 VVI -5 COMPUTER ROOM 122 975 290 0.40 35 _ _ __ 24 1 W1 -6 OPEN OFFICE 127 1120 330 0.40 3S <i - - -- 24 1 W1 -7 OPEN OFFICE 127 1530 460 0.40 35 - - -- 24 1 /'�'� W2-1 LEASE INTER IOR 1020 300 0.40 35 24 1 � ) W2-2 LEASE INTERIOR SW 240 0.40 35 -- - - 24 1 W2-3 ELEV. LOBBY 239 780 230 0.40 35 -- -- 24 1 W2-4 BOARD ROOM 230 410 160 0.40 30 -_ _ _ 24 1 W2-5 BOARD ROOM 230 410 160 0.40 30 - - -- 24 1 W2-6 CONF. ROOM 227 180 0 0.40 30 -- - -- 24 1 • W2-7 OPEN OFFICE 225 1300 390 0.40 35 - - - - 24 1 W2-8 OPEN OFFICE 219 1275 380 0.40 35 - - - - 24 1 W3-1 CONF. ROOM 319 140 f 0.40 30 - - - - 24 1 W3-2 OPEN OFFICE 325 1550 690 0.40 35 - - - - 24 1 • W3-3 ELEV. LOBBY 333 720 290 0.40 35 - - -- 24 1 W3-4 CONF. ROOM 316 150 0 0.40 30 -- - - 24 1 W3-5 C'PEN OFFICE 317 1140 450 0.40 35 - - - - 24 1 I W3-6 MARK AREA 315 1620 650 0.40 35 - - -- 24 1 I W3-7 OPEN OFFICE 312 1980DATE iAST IA/c-% 800 0.40 35 - - •-- 24 1 PLOTTED: W3-6 OPEN OFFICE 305 1820 720 0.40 35 -- -- 24 1 DATE. D: SCALE: �n a SCALE: 1�B11 y I i 011 DR AWN: A PPROVED'•- �Lf1 PROJECT: I I�S29b t� SHEET NO: PROJECT NO 98389 Nr[R)r*T [WINf[Ru1C 1NC M881 �Cplrillill�[�I�(tIl Dwm 4L W-M OF NIf!Wn rl LF ..31LITY STRIP - 2 2a 3 e g +,I.u1,.a,4�,1�1�J.�l. 1.11�i:1lil.i��lla' �•I.�1,�ljl,�d.� +I I�,�I I+aJ+• I.�,ISI,�ta�t1�.I� J�,►1�ttl�l�,l:,l -: .. ._ .. - .. ' .._-a,.a::.:.:mew'.n�.,r. •�r.m�'"'"�FR°1R'"F°"R^[7F"A M!+bA'7➢rskt��tiY.'+Tw•.rWM��S'A!t�w:�. :ap. .rWWt.tanM„r.^Ma+M.wJw,*wV.w,.. .,. _ ., . .... ... 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(n to (n 0i o a a CL 0- 0 o W °° c(n Q r C Q O 0 r N N � (Q d m L9 U a Ql LQr) a N 0 o O O N ++ d >_ ° r' OOi OOi Oi 9 M f2 c2 ° a a a O o 0 U c Q) € c y t0 c. ru Q N `'- Q� C H c M Q G w LL U N _O rQj O O� f 000 U U U a U 't w w w w u Y (0 U) CL N O L m � N � 3 N C fU � U V a a p a) q z d c N v rn13, rn r rn w rn m rn �i �i �i rn v d o O mm O m m o 0 0 0 0 0 �m < < z z < z z CL o o v w Sn JI Q 1 o a a a a a � m o < < Ofa W o 0 0 o V n rn rn m rn rn rn °vi a O co 0 8 io- Oa e� L u) tO O O O O O O N O) 0 C) V O O O U 10 S C d ON W U) L) c � o c a 0 A (� a c�c00 U_ U LL U Q N U c) a: N c) N U _ Cl) `� Q d U W LL U U N O c-) o rn o 0 0 T >_ U U U U U U U Q w w w w w U w a) � o § ( 0\ ( / $ 'w§ \ °) { §\» � z0 Ik- \ � �( /f)/f§\ 0 )) (-) \} @2ee2e , w w 2 \ \ m $ m m CL \ \ \ \ \ \ 7 >1r e = e \ C %L i o $ _ )\ � _ C) 6 m § § 2 CD § m ƒ ƒ ƒ � � £ @ rt W P & � 0 y k / m �0 \ 2 in \ O § ) m ( m 3 $ .� ® > � v 4 � t 0 7 IS ) 7 b k = _\ « \ \ 'Fu \ \ \ q ° \ \ \ » \ G 8 m / 8 k § \ \ -i \ \ « w w w w w w U1 Y N ` O N C 0 d 0 C C O N n 'O O U C E O U Nw EC, w. a c c V1 Cl) N 67 N N rn )0 p iD N cC9 �:n .� Zr�o 'i� 4 00 Qui Qui OOi 0)i 0) OD rn o) � r LL N N NN N N 7 N O O ° a a a a a3 0 a a O (D U T O V) (n (n Q Q Q 9 Z7 TJ d O O O > T- _ Z Z LO M M O d cn rn U) V) (n w H a V) cn CA) (nz U) I D 0- d 0 Q p 00 � m y W 0 cn N m L b C µ O V)H r U1 a rn rn � rn rn a, �- `' t?i a5 a a m NN N N O O � ° a a a a5 ai o r O o N rn N Urni O O o orn Q O) rn m r- O O m 0 0 1 - N U > a) W a _ U N F C C N C C w >CL o in n m rn U U O o u_ �_ Q a �- U > _ N N 3 U fcl) ° Q d U Z J W LL LL1 U c`y O 0 o "N rn O Orn )00 C) o r- r- � r- � 00 U U U U U U U CJ U Q w w w w w w w w w d 0 z N J Ql a) IC O 0 O m Z Z Z O m m m 7 > O y ITTN T a u N cn » W L Q tom• a T m O � (n 0 Cb c p O�O � OOi OOi Qui N b- a o V) Q1 N Y r •' 0 Y V 0 o a` J ' E r m c m U LL c y LL Q < W M N O Q U c+� N - r- Ln O Q cn N rn 2 N E 0 7) C a 0 0 C N - _ (D OO Z Z a 0 to d rn rn rn m CL o N N (n :3 i `n m 0 0 0 0 w O Z O = 7 m co c0 v'w 'o m =J M CD O n Mn � o a a s w T m N C O (n CI FJ- CD FJ- y� 9 r T!. C 6 c~ N a ❑, co (D (D (D f9 M O O) 0) 0) a O m LO (D (n f0 O CV N N 4� ❑ t� oo m a3 0 0 0 0 N A U �a c _ 0 c y € V CL C O a) m a a wc a) c < u U N (� w c 3 N M _ ❑ a U) LL U N v (n o 0 N Y O OD N Q Q U v 3 3 It X. S V) (n V) U) 12/23/1999 Information Summary for Case #: SLR96-00001 9:'12:15 AM Activity Hold Updated Acti,,!;y Description Date 1 Date 2 Date 3 Disp. Level By Updated SLRA007 Application received MR 0-#124/1996 c-RP,250 Conditions completed 11/20/1998 C PLL 11/20/1998 Case People Listing Rolo Type Name I Add,ass Company Name Hold Primary APL PUBLIC EMPLOYEES RETIREMENT y P,O BOX 73 ATTEN:DAVID BAILE PORTLAND OR 972,17 C" n_ F- cn c� W _.J CITY OF TIGARD FWAI DING INSPECTION DIVISION � STT 24 Hour Inspection Line: i75 „Business Line. 639-4171 - � UP Date Regi asted AM PM LD L �� _ Location `. ��: �-� S ��. Suite _. EC Contact Person PLM Contractor —_— _ Ph SWR I�lf>IG 1� nt/Owner ELC iuiing Wall - ELR Footing -- Foundation Access: FPS Ftg Drain Crawl Drain Inspection Notes: .� SGN Slab SIT Post,� Beam Ext Sheath/Shear Int Sheath/Shear Framing -- — --- Insulation -- Drywall Nailing Firewall — — Fire Sprinkler Fire Alarm -- Susp'd Ceiling --- _ -__-_-._---__---_---- Roof ----- --__._. in A^ PART FAIL ----,---_- PLUMBING --------^.--- Post& Beam Under Slab Top Out -- - ------- - Water Service Sanitary Sewer --- Rain Drains Final -- ---- PAS ART FAIL (lMECHANICAL _..— os Rough In Gays Line - ----- -- --------- -- _ --- - --------... --- ke Dampers PAP„ FAIL _ ELECTRICAL - - cervlce Rough In --- — - ---------_---- -- - ----- UG/Slab _�- Low Voltage — ----- ----------- -- ---_----- 2 Fire Alarm N Final �------ - .--__-- PASS PART FAIL SITE -' Backfill/Grading -- — — ------------�-- --------- Sanitary Sewer 1 LL? Storm Drain [ J Reinspection fee of$ _— required befor6 rict inspection. Pay at City Hall, 13125 SW Hall Blvd J Catch Basin Please call for reinspection RE Fire Supply Line [ J p --_._ _ ____ [ )Unable to inspect-no access ADA Approach/SidewalkN9 Other Late 0C _ Inspector _ Ext Final PASS PART FAIL DO NOT REMOVE this inspection record from the job site. CITY OF TIGARD BUILDING INSPECTION DIVISION MST 24-Hour Inspection Line: 639-4175 Business Line: 639-4171 BUP Date Requested AM —PM _--_ BLD _ Location � Suite MEC Contact Person Ph PLM _— Contractor r� Ph SWR _ BUILDING enAht/Owner / e7 S ELC Retaining Wall ELR _ Foo+ng Access: -- FPS F-Mation - a tg Drain �'�` -�-� SGN Crawl Drain Inspection Notes: Slab — — SIT Post&Beam —� Ext Sheath/Shear Int Sheath/Shear Framing Insulation Drywall Nailing Firewall Fire Sprinkler ------��-------_�_----.--._.� _ --- Fire Alarm Susp'd Ceilin Roof Misc: ---------- - -- PART FAIL — - ------ -- BING Post&Beam - — Under Slab Top Out ___ - ------- --- - - Water Service Sanitary Sewer -�- Rain Drains Final PASS PART FAIL_ -------------------- MECHANICAL Post&Beam - - ----- ------- - - ---- - ---- Rough In Gas Line -- Smoke Dampers Final -- - ---- ---- - --- ---- — PASS PART FAIL ELECTRICAL ------------ Service Rough In UG/Slab CL Low Voltage Fire Alarm - -- - -- -- --- -- - - -- Final ►- PASS PART FAIL — - - SITE Backfill/Grading LL Sanitary Sewer Storm Drain ( ]Reinspection fee of$ - required before nexi inspection. Pay at City Hall, 13125 SW Hatl Blvd Catch Basin [ ]Please call for reinspection RE _ _ - _- [ j Unable to inspect-no access Fire Supply Line ADA Approach/Sidewalk Date InspectorExt ) Other Final PASS PART FAIL DO NOT REMOVE this inspection record from the job site. CITY OF TiGARD BUILDING INSPECTION DIVISION MsT 24-Hour Inspection Line: 639-4175 Business Line: 639-4171 BLIPDate Requested�� U7 `,�L—AM > _PM BLD Locatior E �' f mac' 1 ,� c' _ Suite _ MEC Contact Person _ ,��V J _ Ph ,1�.'� J��`/ �C PLM Contractor Ph SWR BUILDING _ Tenant/Owner ELC '7K C�XD Retaining Wall ELR Footing Foundation ACCess: FPS Ftg Drain Crawl Drain Inspection Notes: SGN Slab SIT Post& Beam - Fxt Sheath/Shear Int Sheath/Shear Framing Insulation - Drywall Nailing _ Firewall Fire Sprinkler _-----__.__�_ Fire Alarm ---- --_�_ Susp'd Ceiling Roof Misc: Final — �----- ------------- PASS PART FAIL PLUMBING ti Post& Beam - - -----..__.-- Under Slab Top Out -- Water Service Sanitary Sewer Rain Drains Final ---—-- PASS PART FAIL MECHANICAL Post&Beam ---- ---- Rough In Gas Line Smoke Dampers Final -- PASS PART FAIL LECTRICAU— - Service T Rough In a. UG/Slab �- Low Voltage _ ►- Fire Alarm Lr. m PART FAIL _ J CC Backfill/Grading - Sanitary Sewer Storm Drain ( J Reinspection fee of$ required before next inspection. Pay at City Hell, 13125 SW Hall Blvd Catch Basin ( J Please call for inspection RE: Unable to inspect no access Fire Supply Line - ( 1 p ADA Approach/Sidewalk Date ee lei _ Inspector __-� �/-•� Ext Final PASS PART FAIL J 00 NOT REMOVE this inspection record trom the job site. CITY OF TIGARD BUILDING INSPECTION DIVISION MST 24-Hour inspect;:.0 Line: 639-4175 Business Line: 639-4171 BUP Date Requested AM_ PM BLD _ Location_ �_ ,1 �� �,�C�L C� Suite Contact Person Ph PLM _ Contractor 7 Ph :!t ZZ -f / SWR BUILDING enant/Owner �� � `r ELC _� C Retaining Wail -_ ELR Footing Access: FoundationFPS Ftg Drain SGN Crawl Drain Inspection Notes: --- Slab r Zl�l L � SIT Post& Beam Ext Sheath/Shear -S� 1 Z_ Ce ' / (`y ~ , Int Sheath/Shear Framing Insulation Drywall Nailing Firewall Fire Sprinkler Fire Alarm Susp'd Ceiling Roof Final / y, PASS PART_ FAIL - PLU04BING Post& Beam ----------------- �.. ----__----------- Under Slab Top Out -------------—--...__ — Water Service Sanitary Sewer Rain Drains Final PASS PART FAIL _ MECHANICAL Post& Beam ------- - -- - Rough In Gas Line - ---- - Smoke Dampers Final - FAIT_ --- Service Rough In UG/Slab —-- -- — v; Low Voltage garm PART FAIL cc Elackfill/Grading Sanitary Sewer Storm Drain ( j Reinspection fee of$ required before next inspection. Pay at City Hall, 13125 SW Hall Blvd Catch Basin j Please call for r nspection RE:^ _ I Unable to inspect-no access Fire Supply Line ADA Approach/Sidewalk Date 1i e, _ Inspector Ext Other — Final PASS PART FAIL D� NOT REMOVE this Inspection record from t'je job site. CITY OF TIGARD MECHANICAL. DEVELOPMENT SERVICES r'rf2MTT 13125 SW Hall Blvd., Tigard,OR 9223(503)639-4171 P'E RM T T ' . . . . . . . : MEC99--0005 DATES T S SUED: 01/06/'39 PARCEL. ; t 61: DA- 4�r01 1 "ITE ADDRESS. „ . : 1 1410 SW 68TH PEtWY :,I.JBD I V 15 I01\1. . . . : PIURS SITE ZONING: 11UE t1E._.0CK. . . . . . . . .. . .. L.OT. . . . . . . . . „ . . . . JUPISDICTION: TTG CLASS OF WORE!. . :f1LT FLOOR FURN. . . . : 0 Emr., (-':OOL.FRS: 0 TYF''E OF I.JSF. . . . :COM UNIT HE=ATL-`..R"). . : 0 VENT FANS. . . : 0 OCCUPANCY GRP,. . :B VENTS W/0 AP'P'I_: 0 VENT SYSTEMS: 0 STORIES. . . . . . . . : 0 BOIE_ERS/COMPRE:SSORS HOODS. . . . . . . : 0 FUEL TYPh^_....__.._.._._._._._..._...._.._-- 0 3 HP. . . , : 0 DOMES. TNC:T_I\I: 0 3-15 HF'. . . . . O COMML.. I NC I N: 0 110X IhIF'UT: 0 BTU 15-30 11P'. . . . : 0 REP'ATR UNTTS: 0 FIRE DAMF'E'RS?. . : 30-5171 W. . . . : WOODSTOVES. . r 0 GAS PRE'SSIARE. . . : 50+- 1--1P'. . . . . 0 CLO DRYER;. . : 0 NO. OF SIN T TS- -- --- _- AIR HANDI._T NG UN I TS OTHER UN I T5). : 3 FURN ( 100K BTU. 0 (- 1.0000 cf r: 0 G()S 0UT1_.ET S„ : 0 FURN )-100K BTLJ: 0 > 10000 c f m : 0 Remarks : Moving VAV boxes and grills. Ovine,r: __..___.____.._____._.___.____---. _._._.__________. __.____....._.____....-- FEES - __. __.._.._.._._.._......_ -'IJ AI..IC EMPLOYEES RETIREME=NT type amount by date rer_pt .11410 SW 68TH P'ARKWFiY F'RMT 1$ 25. 00 DLH 01.106199 99-311964 T T GARD OR 97223 P'1-.CK 6. i7'5 DLH 01 ,106/99 99-311964 SP'CT It 1. 25 DI..H Ot/06/99 99-311.964 (''hone #: Contractor-. TEMP--CONTROL ME`�'HANICAL +800 N CHANNEL. AVE ----•--.____-_______._._-- PO BOX 11065 ='. 50 TOTAL PORTLAND OR 97211 r1h o n e #: 285--9051 Reg #. . : 000049 REQUI RFWD INS1"FCT I ONS This permit is issued subject to the regulations contained in the Mer_hanical Insp __- Tigard Municipal Code, State of Ore. Specialty Codes and all other Di..rct Inspection applicable laws. All work will be done in accordance with Final Insp;.�ct i.on approved plans. This permit will expire if work is not started within 180 days of issuance, or if work is suspended for wore _ _ _ _._- _ __ ___-_•____ _________ than 180 days. ATTENTION: Oregon law requires you to follow rules adopted by the Oregon Utility Notification Center, Those rules are set fG-th in OAR 952-001-0010 through OAA 952-001-0090. You may obtain copies of these rules or direct questions to OUNC by calling (5N3)246-9187. J j a_��e C' I ( By : Fer mittee Signat;,.n e : l +++++++++++ }++++i + 1I. +++++ h+++++++++++++++++•++++++++++++++++++++++++++++++++....+ Call 639-4175 by 7:00 p. m. for inspections needed the nexb br.rsiness day +•-++i•++++++++++++•(-4..............4++++++++++++++++++++++++++•4'++++++.+++++++++++.. CITY OF TIGARD Mechanical Permit Application Plan Check#_/-9Recd By G 13125 SW HALL BLVD. Commercial and Residential C�7`� Date Recd 4 TIGARD, OR 97223 �— Date to P.E. i� A (503) 639-4171, x304 Date to DST i G Print or Type Permit# t� Incomplete or illegible applications will not be accepted Called Name of Development/Proiect Description -- V r ^ Table 1A Mechanical Code Qty price Amt Job Street Address Suite# A) Permit Fee _ ! 10.00 ^ �l'1 u 1) Furnace to 100,000 BTU Address 'I'� L {� y including ducts&vents _ 6.00 Bldg# CRY/state Zip 2) Furnace 100,000 BTU+ including ducts&vents 7.50 Name(or name of business) 3) Floor Furnace Owner r;,(` �,C , including vent 6.00 Mailing Addi ass 4) Suspender'heater,wall heater / a or floor mounted heater 6.00 _ 5) Vent not included in appliance permit CRy/Stale Zip Phone 3.00 i t',i`, '� CHECK ALL 'Boiler Heat Air Name(or name of business) THAT API,LY or Pump Cond Qty Price Amt Comp •• A kyvl,C- 6)<3HP;absorb unit to Occupant Mailing Address 100K BTU 6.00 7)3-15 HP;absorb unit Gty/Stale Zip Phone 100k to 500k BTU 11.00 8) 15-30 HP,absorb Contractor unit.5-1 mil BTU 1500 e I/ 9)30-50 HP, absorb G (� _ unit 1-1.75 rnil BTU 22.50 _ Prior to permit t dd,N 10)>50HP;absorb j issuance,a copy ,v >1.75 mil BTU 37.50 of all licenses p 11)Air handling unit to 10,000 CFM v are required if - _4_50 expired in COT e o t tuhrd t.ic# . i 12)Air handling unit 10,000 CFM+ database ).50 Architect Name rt� 13)Non-portable evaporate cooler TT us u r T 1tk.Ku h+4(`S1 rf _ 4.50 or Mailing Addres. 14)Vent fan connected to a single duct I `x, 1 15)Ventilation systern not included in - 3.00 Engineer Chy/state ZIP Phuna 9 ') appliance permit _ 4.50 t TPT(HtiiU I 16)Hood served by mechanical exhaust Describe work to be done: 4.50 17)Domestic incinerators New O Repair O Replace with like kind:-Yes O No O 7.50 Residential O Commercial 0 18)Commercial or industrial type incinerator 30.00 Additional information or description of work: 19)Repair units `~ r(Vt FI0A__P116 1.11 0� [l V A L.. 20)Wood stove 4.50 21)Clothes dryer,etc 4 50 4.50 Type of fuel: oil O na'ural gas O LPG O electric O 22)Othcr units 4,50 I hereby acknowledge`hat I have read this application,that the information 23)Gas piping one to four outlets given is corre^t,that I am the owner or authorized agent of 2.00 the owner that plans submitted are in compliance wi!h Oregon State laws 24)More than 4-per outlet(each) .50 S gna wn re of OprlAgent _ Minimum Permit Fie S25.00 SIIBTOTAL - - — -_ - — 5%SURCHARGE Contact Person Name Phone PLAN REVIEW 25"6 OF SUBTOTAL t 1j (/ Required for ALL commercirl permits only11 TOTAL 'State Contractor Boilt-Certification required "Residential 1JC requires site plan showing placement cf uni! I Vnechperm doc rev 07/20/98 OVER-THE-COUNTER (OTC) PERMIT PLAN REVIEW COMMERCIAL MECHANICAL PERMIT CHECK LIST Description of Project: /il oi,'AI,a Class of Work: ;Ar l Floor Furnace: Evap Coolers: _ Type of Use: Carm Unit Heaters: Vent Fans: Occupancy Grp: �_ Vents w/o Appl: Vent Systems: _ Stories: ^_ Boilers/Comprsrs: Hoods: Fuel Types - 0 - 3 HP. Repair Units- / 3 - 15 HP. Wood Stoves:_ _ Max Input: —_ Btu: Air Handling Units CIO Dryer. Fire Dampers._ < = 10000 cfm:___ Oth Units: Gas Pressure: H / M / L > 10000 cfm:_ Gas Outlets: _ No. Of Units,: Furn < 100k Btu: Furn >=100k Btu: NOTES: C COMMERCIAL INSPECTION ACTIONSS� FEE MENU $ ��r"� Permit Fee Gas Line Inspection $ (�Z> Plan Review Mechanical Inspection $ Z's 5% State Surcharge Cocling Unit Inspection $ Additional Permit Fee Shaft Inspection $ Additional Plan Review Fee Hood Inspection $ Inspection Fee Fire Suppr Inspection $ Miscellaneous Fee Duct Inspection Fire Alarm Inspection Fire Damper Inspection REMARKS: _ Miscellaneous Inspection Fire Alarm Inspection Final Inspection i-- ;; FOR OFFICE USE ONLY: c� TYPE OF USE OPTIONS(COM=commercial.CMS=commercial manufactured structure) c� CLASS OF WORK OPTIONS FOR ALL PERMITS(NEW= new;ADD=addition;ALT=afteration;RCS=accessory: LL, FND=foundation:OTH=other,DEM=demolition;REP=repair, FPS=flre protection system. NOTE=USE OTH FOR FENCES, RETAINING WALL.,DETACHED DECKS SIGNS, AWNINGS. CANOPIES) i Aovrcntr doc tdst) R/9, I CITY OF TIGARD BUILDING INSPECTION DIVISION MST 24-Hour Inspection Line: 639-4175 Business Line: 639,4171 BUP -- Date Requested AM pM BLD '_ocatior. 1 r v 7�^ Y Suite MEC Contact Person — _ Ph PLM Contractor Ph _ SWR BUILDING nanA/Owner toL ELC Retaining Wall ELR _ Footing Ac( FPS Foundation — Ftg Drain NOT REQUESTED ��'t 5 SGN Slab Crawl Drain Ins FOUND DURING I.ESEARCH •.�i> SIT INSPECTION(S) IN FILE Post R Beam NO C Ext Sheath/Shear _ L Int Sheath/Shear Framing _ Insulation r�]ny--%,'5i Drywall Nailing C V '5 Firewall Fire Sprinkler _ Fire Alarm Susp'd Ceiling —_ _ — Roof --- C �. ,. O .S� e7l �/�� ✓q / 16) -� Misc: — ' Final PART FAIL eV Z V U j,0 95!Z- PASS Post& Beam - Under Slab Top Out - ------ - - Water Service Sanitaiy Sewer Rain Drains Final � — PASS PART FAIL MECHANICAL Post& Beam --- --- - ----- Rouah In Gas Line — --- - - - — -� F,noke Dampers sinal - - - PASS PART FAIL ELECTRICAL --��_ -- ��--- - --- -- -- e Service _--._- ----_--- — -- Rcugh In UG/Slab _ Low Voltage F- Fire Alarm _-_-- _ ---- -- — Final Y PASS PART FAIL -- SITE Backfill/Grading Sanitary Sewer Storm Drain I ] Reinspection fee of$ _-_required before next Unspection. Flay at City Hall, 13125 SW Hall Blvd Catch Basin Unable to Fire Supply Line ( ! J Please call for reinspection RE inspect-no access -_ __ [ J ADA Approach/Sidewalk Data InspectorExt Other Final PASS PART FAIL DO NOT REMOVE this inspection record from the job site. CITY OF TIGARD BUILDING i'N"JPECTION DIVISION MST 24-Hour inspection Line: 639-4175 Business Line: 639-4171 -- BUP Date Requested 1` AM PM BLD Location_ ��(� J�� ) Y�, P/—� Suite MEC — Contact Person _ Ph L/ PLM — Contractor Sr� G E_LE� �'�c: Ph SWI --- BUILDING Tenant/Owner EL1W Retaining Wall ELR Footing Access: Foundation _ _ Cv�} FPS -- Ftg Drain 'T C� d SGN Srawl Drain Inspection Notes: _ Z( � _ �5 Ok Slab _ SIT Post& Beam Ext Sheath/Shear /y C""U- or r Z G l Int Sheath/Shear Framing Insu ation Drywall Nailing \o,��►i_ _ ('� _ G _ te a_, - � �; _ Firewall Fire Sprinkler _ Fire Alarm Susp'd Ceiling - - -- Roof Misc:_ ---- -- --- Final - PASS PART FP,L -- -- - - -- PLUMBING Post& Beam — Under Slab Top Out - Water Service Sanitary Sewer _ �- Rain Drains Final --- -�---- - -PASS PART FAILMECHANICAL Fa-1 Fa-1& Beam - ----- - - -- --- - Rough In Gas Line -- ----- -- -- — - -- ---- - Smoke Dampers Final ----- -� PASS PART FAIL EL CTrZIC _— –_T ---- - Service _ — Rough In UG/Slab --- -- ---- ------ -- --- — Low Voltage Fire Alarm Final PASS PART FAIL SITE Backfill/Gradir� -T--T-^- - Sanitary Sew;r Storm Drain [ j Reinspection fee of$ _required before next inspnclion. Pay at City Hall, 13125 SW Hall Blvd Catch Basin [ j Please call for reinspection RE [ J Unable to inspect-no access Fire Supply Line - - -- --- ADA Approach/Sidewalk Date Insherrtar Ext Other Final PASS PART FAIL DO NOT REMOVE this inspection record from the job site. I' Augusi 1 998 CITY OF TIC' OREGON Carlson Testing P.O. Box 23814 Tigard, OR 97281 PERMIT NO: 98-0034 OWNER: P.E.R.S. c PROJECT ADDRESS: 11410 SW 68th Parkway PROJECT DESCRIPTION: P.E.R.S. " TYPES OF SPECIAL INSPECTION: Soils special inspections The owner has notified us that he/she will reta;n your services to perform Special Inspections in accordance with the provisions of the State Building Code, permit documents, and special inspection requirements. The owner or the owner's agent must also confirm with you that they have authorized you to do the special inspection work. Aa the regulatory agency, the City requires that you do the following: 1. Submit copies of all inspection reports promptly to the Building Division, architect, engineer, and the contractor. 2. Maintain one copy of each field report at the job site. 3. Submit a final report at the completion of each category of v;:;rk that you inspect. (See U.B.C. 3318 for soils special inspection final report requirements). If you fail to comply with the above requirements, there may be cause for the City to revoke your authority as special inspector for this,job. Should you have any questions, please call the Building Division at(503)639-4171. Sincerely, 'E'Nt/ etAPoskin, CBO Senior Plans Examiner Enclosure i b4zltnmplilrl nMdy dnl 13125 SW Hall Blvd., Tigard, OR 97223 (50•'i)639 ;1171 TDD(503)684-2772 -- P,8718-98 03:07PM FROM UNIFIED SEWERAGE TO 96847297 P002/003 08/17/98 16:16 12603 684 7297 CITY OF TIGARD Q002/003 COY OF 11GARD A Program for Inspection Set vices and/or Material Testing Date:August 14,1998 City of Tigard: Plea Ck.No.8-18C Bup No. ' Sit No.98.0034 Project Tide:Extevation/FW Address: 16580 sw 85th Architect of Record: Address: Phone: Str scturel Englnrtr of Record. HDR Engineee'fng,Ina. Address: Suite 500,10300 SW(;mnbutg,Portland,OR.97223 Pkorut: (503)168 3700 Gem-Teehnlcal Eng+necr of Rye ord: Ai Above Addr* : Phone: lrerid,r0h,t ft Lwbq eq *mwdoa jor the toft"ey dwsm tv prevlde Ltrpsaaft ri Wca ardor StX f Testing Agency: Cxc"� �j��' Pit. 041y 4(o az M- 6CM addrtss 50 ► 1��2� 7LZ O Goo-Tochnle W Agency: Q rVZ�-3 �o J j-jE Pb. ���' Fax- y -02 5 address_"5'f 10 rike �•22-L-3 The o, eertilles tlut the above noted Agency Ess been employed to conduct the �11P speed Iia r o ens rogturad herein Phone Nm Date a: Pttdiu� C_bn�arry netrr� T w renewing iA a fiat of irpmisl inspection=&or setvicas required by the 1996 Oregtm Struct-,ml Speoitilty Code uA Tigard's Municip7d Code 14.06.410 through 14.0 040. vided y tic Testing b � Tho sgectsl tnat+ect;+ons Rand./or r�etiag eecricel requiref)far this 1+rgieCt LO l+a ptv t; w ALency,Suucturd Engiertr or 0e�'1rotbWc218npp'"T 6f P.erard Art n follows' -J N SpocLd kupr Aon for the Testing AO@Mry shell he qutlifled, to the e1kti8f8coon of the atAwing OfficK for inrperacstt of cite pirticarler type of coustruodon or aperstion O3-I8-98 03:07PM FROM UNIFIED SEWERAGE TO 96847297 P003/003 08/17/98 16;18 0503 684 T29T CITY OF TIGARD ®003/003 Special anuling,excavation and O ing . �No 1 ero�ie°d•ey 1. Boattres wgxcaut to alter t6epar tbat 33-1/3 V. 06SC,Sectlon 1806A 9L Codlrm butldia8 fbot np are preparly sa bba 6m detormdws t opt b. Z. Gradlad 0930,Swdun 3309 * RVdw tTduV [Una gun 5,000 ea yt but conaidard Imusual] x gwmmnrr f 6r a1 w""d 8rvd1nr q74' b vwiog two-nrlt 5,000 cu,yda.] submit 1. (lee-Ueobnioat eedlnaen report and, 2- a copnoaia=Roology spat 3. an apbuilt Q1dL13 Plan and. 4. a final napmt prgmcd by tbt W4 ane--urd, I` S. the snW reoort mcouedThe poloMiEL — 3. Fills 0S6C,Section 3313 a. 1'ropamdan of 8rotaui far fill nn alapaa O=Wmg 110 5(t0y.) laolodOt boaphttl8 and proper termination of the toe Of W elope b. Aocepraam of fin rwknalr- .�. Compectioo of tin arttetial to rrt4rimm W%of r a,man dtndty- cx r Ln J .r no F-. C7 LL� _ J 13125 SW]{511 Blvd,Tigard,Oft.97223 iS031639. 172 PAX(503)61114-7197 Y OF TIGARD BUILDING INSPECTION DIVISION ► U o -[iour Inspection Line: 639-4175 Business Line: 639-4171 MST Date Requested U _AM_ PM BUP _ BLD _ Location- L�21 3 �-�% �n f- p/�— Suite __ MEC — Contact Person Ph l Cn PLM — — Contractor S�s�Ei /cL /rte — Ph - _ SWR BUILDING Tenant/Owner Retaining Wail ELR _ Footing Access: Foundation FPS i Ftg Drain SGN Crawl Drain Inspection Notes: — — — i Slab �- --- SIT Post& Beam Ext Sheath/Shear Int Sheath/Shear Framing Insulation / Drywall Nailingy�,a,_�• - l.( //� _�� _ f9-+ti 6 L-3)9,z_— Firewall r �� Fire Sprinkler Fins Alarm Susp'd Ceiling Roof Final — PASS PART FAIL ------ - — _ __ PLUMBING Post& Beam - --- —_ — Under Slab Top Out Water Service Sanitary Sewer ------ ^�--- .___` Rain Drains Final — —--- _—_ -- - — ---- -- PASS PART FAIL MECHANICAL Post& Beam - -- --- -- --- - — Rough In Gas Line - — -- ---.—_ _ --- Smoke Dampers Final -- --- - — SS PART FAIL ELF'CTRICAL - - --- - -- -- — 7r ce Rough In - --- - —` -- UG/Slab -- - ----- -- _ _ -- Low Voltage Fiie Alarm Fi l lQ1ASS/ PART FAIL Backfill/Grading -- — --- - Sanitary Sewer Storm Drain [ ] Reinspection fee of$ - required before next inspection. Pay at City Hall, 13125 SW Hall Blvd Gatch Bann Fire Supply Line [ ' Please call for reit spection RE —� _ [ ]Unable to inspect-ro access ADA Approach/Sidewalk / Other Bate �( O 9 Inspector— _ --Ext -- Final PASS PART FAIL DO NOT REMOVE this inspection record from the job site. UN CITY OF TIGARD ELECTRICAL pERMI7 DEVELOPMENT SERVICES PERMIT #: ELC98-0656 13125 SW Hall Blvd., Tigard,OR 97223(503)639.4171 DATE ISSUED: 10/30/98 PARCEL: 1S136DA-00101 SITE ADDRESS. . . : 1141O SW 68TH PKWY SUBDIVISION. . . . :PERS SITE ZONING:MUE BLOCK. . . . . . . LOT. . . . . . . . . . . . . . JURISDICTION: TIG Project Description : Electrical TI --------------------------------------------------------------------------------------- --RESIDENTIAL UIVIT--- - ---TEMP SRVC/FEEDERS----- -_-_-MISCELLANEOUS---- -- 1000 SF OR L_ESS. . . • : 0 0 - 200 amp. . . . . . . : 0 PUMP/IRRIGATION. . . . : 0 EACH ADD' I_ 5O0SF. . . : 0 201 - 400 amp. . . . . . . : 0 SIGN/OUT LINE LTG. . : 0 l_IM'"CED ENERGY. . . . . : 0 401 - 600 amp. . . . . . . : 0 SIGNAL/PANEL. . . . . . . : 0 MnNF. HM/ SVC/FDR. . : 0 6O1+amps--1000 volts. : 0 MINOR LABEL ( 10) . . . : 0 ----SERVICE/FEEDER---- ----BRANCH CIRCUITS----- ---ADD' L INSPECTIONS--- 0 - 200 amp. . . . . . : 0 W/SERVICE OP FEEDER: 0 PER INSPECTION. . . . . : ' 201 - 400 amp. . . . . . : 0 Ist W/O SRVC OR FDR. : 1 PFR HOUR. . . . . . . . . . . : 0 401. ._ 600 amp. . . . . . : 0 EA ADD' L BRNCH CIRC: 15 IN PLANT. . . . . . . . . . . : 0 601 -- 1.000 amp. . . . . : 0 _________________FLAN REVIEW SECT I DN---------- -- --- 1000+- amp/volt. . . . . : 0 )=4 RES UNITS. . . . . . . . : ) 600 VOLT NOMINAL. . : Reconnect only. . . . . : 0 SVG/FDR ) = 225 AMPS. . : CLASS AREA/SPEC OCC. : Owner: _._----_---_..-___--_-._-__---_-.---___-_-_--__-----__.----- FEES PUBLIC: EMPLOYEES RETIREMENT type amount by date recpt DAVID BAILEY PRMT $ 110. 00 B 10/30/98 98-310450 PO BOX 73 SPCT $ 5. 50 P 10/30/98 98-31045O PORTLn- ND OR 97._07 Phone #: Contractor: CHRISTENSON ELECTRIC INC $ 115. 50 TOTAL I11 SW COLUMBIA STE 480 -------- REQUIRED INSPECTIONS PORTLAND OR 97201 Ceiling Cover E1er_t' l Service Phnne #: 241-481 ' Wall Cover Elect' l Final R t y '. . . 0004513 This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of Oregon Specialty Codes and all other applicable laws. All work will be done in accordance with approved plans. This permit will expire if work is not started within 180 days of issuance, or if work is suspended for more than 180 d.ys. ATTENTION: Oregon law requires you to follow the rules adopted by the Oregon Utility Notification Center, Those rules are set forth in OAR 952-901-0010 through OAR 952-001-1987. You say obtain a copy of these rules or direct questions to OUNC by calling 15831246-1987. r,ermittee Signature : �G1�1(�a r Issi_ied By : IU r �. ---------------------------OWNER INSTALLRTION ONLY---------------.____________.__ The installation is being made on property 1 own which is not intenbtad fnr sale, lease, or rent OWNER' S S i GNATURE sDATE: ca ----------------------------CONTRACTOR INSTALLATION ONLY-.—___._____......__.._.___...__..__.._.._____...__ LLl -' S 1 GNATURE OF SUPR. ELEC' N« 1\, 1 DATE: LICENSE NO: ++++++++++++++++++++++++++++++++i•-F•+++++++++++.+•++++++++++f•+++++++++++++++-F++++++ Call 639-4175 by 7:00 p. m. for an inspection needed the next business day ++--++++++++++++++++.++++++++++4++++++++++++++++++4.+++-1-++++++++++++++++++++++++++ CITY OF TIGARD Electrical Permit Application Plan Check 13126 SW HALL BLVD. Recd By � TIGARD OR 97223 Datr Recd Date to P.E. Phone (503,639-4171, x304 Date to DST Inspection (503) 639-4175 Pri-t or Type Permii Fax(503) 684-7297 Incomplete or Illegible will not be accepted Called - DRAKE 2 FLOOR 1. Job Address: iSEL--"-- 4. Complete Fee Schedule Below: Name of Development PERS Number of Inspections;ger permit allowed Name(or name of business) PERS - Service included: Items Cost Sum Address 11410 SW 68TH PARKWAY _ 4a. Residential-per unit TIGARD OR 97223 A 1000 sq.It.or less $110.00 _ 4 City/State/Zip Each additional 500 sq.It.or Commercial ® Residential portion thereof $25.00 I Limited Energy $25.00 QUESTIONS?CONTACT JON WIMBER Each Manuf'd Home or Modular Dwelling Service or Feeder $68.00 2a. Contractor Contractor installation only: (Attach copy of all current licenses) 4b.Ser.Ices or Feeders Electrical Contractor_ CHRISTENSON ELECTRIC. INC. Installation,alteration,or relocation 200 Address III SW C0!,UKRIAz Ss or less $60.00 UITE 480 201 amps to 400 amps $80.00 City PORTLAND _Slate OR Zip 91203-'M6 401 amps to 600 amps $120.00 2 Phone No._. 503-241-4812601 amps to 1000 amps $180.00 2 - - _ Over 1000 amps or volts $340.00 Job No. 61-00757 Reconnect only $50.00 Elec.Cont. Lice. No. 26-34C Exp.Date 10/1/99 __ - - OR State CCB Reg. No. AM .--Exp.Date.-5/1/99 4c.Temporary Services or Feeders COT Business Tax or Metro No. 985246 Exp.Date 12 1,98 Installation,alteration,or relocation Ir 200 amps or less $50.00 Signature of Supr, Elec'r1 _� .� fy o� _ 201 401 amps to 600 ams to 400 ps $soo�oo 10�1/p} I Over 600 amps to 1000 volts, License No. "Ititla :.4685 _-__Exp.Date see"b"above. Phone No. 503-241-4812 - --- - 4d.Branch Circuits New,alteration or extension per panel 2b. For owner installations: a)The fee for branch circuits with purchase of service or Print Owner's Name_ feeder fee. AddressEach branch circuit $5.00 - 1'The fee for branch circuits City State Zip without purchase of Phone No. service or feeder fee, 35. First branch circuit 1 $35.00 The installation is being made on property f own which is not Farh additional branch circuit $5.00 5 intended for sale,lease or rent. 4e.Mlscelieneous (Service or feeder not Included) Owner's Signature Each pump or irrigation circle $40.00 Each sign or outline lighting $40.00 2 3. Plan Review section (if required):' Signal circult(s)or a limited energy panel,alteration or extension $40.00 2 - Please check appropriate item and enter tee in section 51B. Minor Labels(10) $100-00 4 or more residential units in one structure 4f.Each ndiltional Inspection over Service and feeder 225 amps or more the allowable in any of the above System over 600 volts nominal Per inspection $35.00 Classified area or structure containing special occupancy Per hour $55.00 _ as described In N.E.C.Chapter 5 In Plant $55.00 "Submit 2 sets of plans with application where any of the above apply. 5. gees: 1 10, Not required for temporary construction services. 5e,Enter total of above fees $ u r 5416 Surcharge(.05 X total Peas) $ Subtotal $ _ 1 IS-5 f l 5b.Enter 25%of lint,5.;uL PERMITS BECOME VOID IF WORK OR CONSTRUCTION AUTHORIZED IS Plan Review it reguire (Sec.3) $ NOT COMMENCED WITHIN 190 DAYS,OR IF CONSTRUCTION OR WORK Subtotal $ -1 mss-.5fl IS SUSPENDED OR ABANDONED FOR A PERIOD OF 190 DAYS AT ANY TIME AFTER WORK IS COMMENCED. Trust Account q_ Total balance Due t 7 7) ,r,141;,FLCctr,APP nn,M1W, CITY OF TIGARD DEVELOPMENT SERVICES 131-1TLDING PERMIT 13125 SW Hali Blvd., Tigard,OR 97223(503)639-4171 PERMIT #. . . . . . . : SUP198-01-156 DATE ISSUED: 11/16/98 PARCEL: 1S)13GDA-0L7.i1.01 SITE ADDRESS. . . : 11410 SW 68TH PKWY SUBDIVISION. . . . : PIERS SITE ZOI\IING.-MUE- BLOCF. . . . . . . . . . .. LOT. . . . . . . . . . . . . JURISDICTION:TIG -----------------------------------------------I--------------------------------------------- REISSUE: FLOOR AREAS--__-__.._._----_ EXTERIOR WALL CONSTRUCTION— CLASS OF WORV,. :AL.T FIRST. . . . : 5400 sf N: S: E: W: TYPE OF USE. . . :COM SECOND. . . : lZi sf PROTECT TYPE OF CONST. :2-11-413 0 sf N: 9: P- W: OCCUPANCY GRP. :B 540171 sf ROOF CONST: FIRE RET": OCCUT-',ANCY LOAD: 54 BASEMENT. . 0 sf AREA SEP. RATED: STOR. : 0 HT: 0 ft GARAGE. . . : 0 sf OCCU SEP. RATED: BSMT') : MEZZ" : REOD SETBACKS._.---------- REDU I RED-------------------- FLOOR LOAD. . . . : 0 psf LEFI : 0 ft RICHT: 0 ft FIR SPIKL:Y SMOK DET. . - DWELLING 13NITS: 0 FRNT: o ft REAR: ef ft: FIR ALRM: HNDICP ACC:Y BEDRMS: 0 BATHS: Izi IMP, SURFACE: 0 PRO CORR.Y PARKING: 0 VAI-..UE. $ : 54000 Rem,_ir1<,: . Tenant improvements on 2nd and 3rd floor. OWner: FEES FlUBLIC EMPLOYEES RETIREMENT type amoi.tnt by date recpt DAVID BAILEY PILCK $ 191. 75 r)RA 07/0EV98 '38-307062 PO BOX 73 FIRE $ 118. 00 DRA 07/02/98 98-31717062 V1,0 R T LnNj) OR 97207 P'RM1 4; 295. 1710 DEB 11/16/98 98--310817 Phone #. 229-3643 5 P C*T $ 14. 75 DEB I 1/16/98 98-31081.7 DRAI/NE/DUNN (SEE 109192) 437 N COLUMBIA BLVD PORTLAND MOBILE: t502-0987 OR 97217 Phone #: 978-0800 $ 619. 50 TOT-)[ Reg #. . : 000840 ACTIONS or- I NSPECT I ONG--..-- This permit is issued subject to the regulations contained in the Framing Insp Tigard Municipal Code, State of Ore. Specialty Code, and all other Gyp Board Insp ------- applicable laws. All work will be done in accordance with approved plans. This permit will expire if work is not started within 180 days of issuance, or if work is suspended for tore than 180 days. ATTENTION: Oregon law requires you to follow the rides adopted by the Oregon Utility Notification Center. Those rules arp set forth in OAR 952-.001-0010 through OAR 992-00101987. You many obtain a copy of these rules or direct questions to OUNC by calling (503)246-1987. W Permittee Signatl.ti-p - I ssi-ted By ( ++.....4.++......4...................................4-++++4-+ 4-++++++++++++++ +++ Call 639-4175 by 7:00 p. m. for an insper-tinn needed the next bi-isiness day +++++++.+++++++++++.+++++++++++-++++++++-++++-+++++++i ++,+++-++++++++++++++++++++++++ INS CITY OFJIGARD Commercial Building Permit Application Recd By` ' n 13,125 S1;+i HALL BLVD. Tenant Improvement Date Rec'd Date to P.E. TIGp RD, OR 97223Dato to DST " s p' (503) 639-4171 Permit 4 of 0.75G Print or Type Related SWR ax Incomplete or illegible applications will not be accepted Name of Deve'opment/Project Existing Building 1�7New Building ❑ Job pr--I�Z5 0G /GE Address Street Address Suite Building Data eidg a Clty/state Zip Existing Use of Building or Property: Name Proposed Use of Building or Property: Property Lf/ze& tl u,3 c '5*nc ESS 4-6 r , MlJvI— Owner Mailing Address S,iite // /o S Ui g Pte/ i - No. Of Stories: City/State Zip Phone "]1"*'110 en— Sq. Ft. Of Project: Occupant Name S -00 s f= Occupancy Class(es) Name 21 Contractor ',Af,�-- Type(s)of Construction r Prior to permit Mailing Addrecs Suite ��_-_OMIGi issuance,a copy Will this project have a Fire Suppression System? of all licenses i 7 N-Gatvwr)�/A- LVLT __ Yes , No are required it City/State zip Phone 7R Americans with�Otsab�ilities Act ADA expired in C.O.T. (ADA) database MT6ANi iq 68- q-7517 e f n(17 Valuation X 25% = $ o-f-' Participation Oregon Const.Cont.Board Lic.* Exp.Date Complete Accessibility F rm —J o �, 3 Protect $ Name Valuation � 4-, Architect JCI.e,T - qR 0 r F Plans Required: See Matfor number of sets to submit Mailing Address Suite on back 1 C) 5w 32P A-V 2-o c — City/State Zip Phone Z07- I hereby acknowledge that I have read this application,that the information O� L3-1 ,C' (U, given is correct,that I am the owner or authorized agent of:he owner,and 7 that plans submitted are in compliance with Oregon State Laws. Engineer Name Signature of Owner/Awt Date Mailing Addross Suite Contact P,eerrsConlN/ /r j Phoni / i City/slate Zip Phone _ C 2— t/L rvAyk C-- at L 9 77-..z- 3 FOR OFFICE USE ONLY _ Indicate type of work: NewO, Addition O Demolition O Map/TLX Land Use: Accessory Structure O Foundation Only O Alter tioR�Y `�i Repair O Other O Notes: -� Description of work: TIF: -- N/> J i Vola: Site Work Permit Application must precede or accompany Building C Permit Application / f OMNEWTI DOC jDST) 5/98 `r '���'j • J COMMERCIAL PLAN SUBMITTAL REQUIREMENT MATRIX Subtrade Plan Review is dependent upon submittal of BOTH plans AND a COMPLETED subtrade application. For an electrical submittal, the application must contain the signature of the supervising electrician before plan review will be conducted. DISTRIBUTION TO PLANS OUT TO DST EXAMINERS _ (Note a.) _ TYPE OF SUBMITTAL _ TOTAL CPE J PPE EPE CPEPPE -EPE SITE _ 1 _ _ 1 -- -- 3 0,0'u) -- -- B (New or Add) 1 1 -- 3 Q,o,w) -- -- F (New or Add or Alt.) 3 3 -- -- 3 (j,o,f) M (New or Add. or Alt) 1 1 -- -- 20,o) -- B & M (New or Add) 1 1 -- -- 3 (j,o,w) P (New, Add. or Alt) 2 -- 2 -- -- 2(j o) B & M & P (New or Add.) 2 1 1 -- 30,o,w) 20,o) -- E (New, Add, or Alt) 2 -- -- 2 -- -- 20,o) B & M & P & E (New, Add) 3 1 1 1 3 (j,o,w) 20,o) 20,o) B or B & M (Alt) 1 1 - 20,o) r. B & M & P (Alt) _ 3 1 2 20,o) 20,o) B & M & P & E (Alt, 3 1 1 1 20.o) 2 (l,o) 20,o) NOTES- KEY: a. Before returning to DST, Plans examiner gets appropriate j = Job B = BUP r mber of revised plans from applicant, stamps and o = Office M - MEC completes, updates and adds actions. f = 'r:re P = PLM Ll USA E = ELC b. Shaded areas designate ALT submittals only. w = Wash. County F = FPS c. FPS is a new permit category set aside for fire sprinklers and fire alarms. d. Effective August 15, 1997, Tualatin Valley Fire and Rescue no longer requires a set of approved plans to be forwarded to their office. Exception, continue to forward a copy of approved fire sprinkler and fire alarm plans with calculations. I niatnx Doc CITY MJF TIGARD DEVELOPMENT SERVICES MF ma 13125 SW Hall Blvd, Tigard,OR 97223(503)639-4171 ELECTRICAL PERMIT RESTRICTED ENERGY PERMIT #: ELR98-0335 DATE ISSUED: 12/28/98 PARCEL: IS136DA-00101 SITE ADDRESS. . . : 1. 14tO SW 6BTH PKWY SUBDIVISION. . . . :PERS 5TTE ZONING:MUE BLOCK. . . . . . . . . . . LOT. . . . . . . . . . . . JURTSDICTN: TIG Project Description : PERS Job #50-00342 ---------------------------------------------------------------------------------------A. RESIDENTIAL-- -__.____.__ B. COMMERC I AUDIO & STEREO. . . : AUDIO & STEREO. . ; INTERCOM & PAGING. . : BURGLAR ALARM. . . . : BOILER. . . . . . . . . . : LANDSCAPE/IRRIGAT. . : GARAGE OPENER. . . . : CLnCF.. . . . . . . . . . . : MEDICAL. . . . . . . . . . . . . HVAC. . . . . . . . . . . . . .* DATA/TELE COMM. . :X NURSE CALLS. . . . . . . . . VACUUM SYSTEM. . . . : FIRE ALARM. . . . . . : OUTDOOR LAND3C LITE: OTHER: HVAC. . . . . . . . . . . . : PROTECTIVE SIGNAL. . : INSTRUMENTATION. : OTHER. . : TOTAL # OF SYSTEMS. I Owner: FEES ---------------- - PUBLIC EMPLOYEES RETIREMENT type amount by date reept BOARD PRM I $ 40. 00 .JSD 12128/98 98-311 75-) 100 SW MARKET ST STE 700 5PCT $ 2. 00 JSD 12/28/98 98--311759 PORTLAND OR 97107 Flhone #: 229-5643 Contractor: CHRISTENSON EI-ECTRIC INC $ 42. 00 TOTAL iii sw COLUMBIA STE 480 REQUIRED INSPECTIONS PORTLAND OR 97201 Ceiling Cover Low Voltagp In Phone #: 241-4812 Wall Cover Elect' l Final Reg #. . : OLA0458 This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of Ore. Specialty Crides and all other applicable laws. All work will be done in accordance with approved plans. This permit will expire if uark is not started within 180 days of issuance, or if work is suspended for more than 180 days. PTlENTION: Oregon law requires you to follow rule adopted by the Oregon Utility Notification Center. Those rules are,sp-t forth in UAR 952-001-9010 through DAR 952-001-0080. You say obtaip copies of these rules or direct questionsrb OUNC at (503) 46-1987. N) jW I s s i-t e d by Permittee Sigriatl..�re. L-------------OWNER INSTALLATION The installation is being made on property I own which is not intended for, sale, lease, or, rent. OWNER' S SIGNATURE: DATE: INSTAI-1-ATTON STGNATHRE OF SUPR. ELECIN: DATE: LICENSE NO: ......4­1.......4........ ...... +4-++++4-4+4............f-++++4•...........4-+4.......... Call 639-4175 by 7:00 P. M. for, an itispection needed the next business day ........... ..........4-++++.++++4........I.............................I............4-4+ .ITY OJ 'r4GARD RESTRICTED ENERGY ELECTRICAL APPLICATION Recd b�--/_/ 13125 SW HALL BLVD Date Rec'd:` ���� TiGARD OR 97223 PRINT OR TYPE 7 ' i V- 503-639-4171 X304 Permit#: F- 503-684-7297 INCOMPLETE OR ILLEGIBLE APPLICATIONS Cust.Call'd: 50-00342 r JOB# WILL NOT BE ACCEPTED Name of Development Project TYPE OF WORK INVOLVED -RESIDENTIAL ONLY PERS Restricted Energy Fee.............. 06 (FOR ALL SYSTEMS) JOS Street AddressSte# ADDRESS 11410 Sid 68TH PARKWAY Check Type of Work Involved: City/State Zip Phone# ❑ Audio and Stereo Systems TIGARD 1 97223 Name ❑ Burglar Alarm PUBLIC EMPLOYEES RETIREMENT SYSTEM ❑ OWNER Mailing Address Garage Duor Opener- OWNER Zip Phone# ❑ Heating,Ventilation and Air Conditioning System' Name ❑ Vacuum Systems- CHRISTENSON ELECTRIC, INC. ❑ Other CONTRACTOR Mailing Address 111 SW COTXMF1f4..RI1TTF Ro TYPE OF WORK INVOLVED-COMMERCIAL ONLY (Prior to issuance a City/StateZip Phone# Fee for each system.............................................. $40.00 copy of all licenses PORTLAND OR 97201 241-481 (SEE OAR 918-260-260) are required if OregonGontr.Brd Lia# Exp Date expired in C.O.T. 458 5/1/99 Check Type of Work Involved: data base). Electrical2Eont4�ic,# /'�af�9 ❑ Audio and Stereo Systems C.O.T.or Metro Lic.# Exp.Date ❑ 5246 12/31/99 Boiler Controls Owner's Name ❑ Clock Systems OWNER- Mailing Address APPLICANT Data Telecommunication Installation City/State Zip Phone# ❑ Fire Alarm Installation This permit is issued under CAE 918-320-370.This applicant agrees to make only restricted energy installations(100 volt amps or less)under this ❑ HVAC permit and to do the following: ❑ Instrumentation 1. Only use electrical licensed persons to do installations where required. Certain residential and other transactions ire exempt from licensing. ❑ Intercom and Paging Systems These have asterisks('). All others need licensing; E] Landscape Irrigation Control` 2. Call for inspections when installation under this permit are ready for inspection at 503-839.4175; ❑ Medical 3. Purchase separate permits for all installations that are not ready for an ❑ Nurse Calls Inspection when the inspector is out to inspect under this permit; 4. Assume responsibility for assuring that all corrections required by the ❑ Outdoor Landscape Lighting' inspector are done,and; ❑ �- Protective Signaling �— 5. Assume responsibility for calling for a final Inspection when all of the cn corrections are completed. F1 Other Permits are non-transferable and non-refundable and expire if work is not started within 180 days of Issuance or if work Is suspended for 180 days. Number of System,. ca The person signing for this permit must be the applicant or a person No licenses are required Licenses are required for all other installations 1' authorized to bind the applicant. ENTER FEES : 4o. Signature 12/23/98 2468S 2 — 5%SURCHARGE(.05 X TOTAL ABOVE) $ Authority if other than Applicant 7� TOTAL f 42. i ldstslresele doc 7/97 / - CITY OF- T'IGARD MECHANICAL PERMIT DEVELOPMENT SERVICES PERMIT #. . . . . . . : MEC96-0262 13125 SW Hall Blvd., Tigard,OR 97223(503)639-4171 DATE I GSUED: 1 1 16/98 PARr'EL 1S136DA-00101. SITE ADDRESS. . . : 1141.0 SW 68TH PKWY �,`)URD I V I RI ON. . . . . PERS SITE 70NING: MUE BLOCK. . . . . . . . . . . I OT. . . . . . . . . . . . . JURISDICTION: 1IG CL ASS OF WORK. . :nl T FI_.00R FURN. . . . : 0 EVAP COOLERS: 0 TYPE OF USE. . . . :COM UNIT HEATERS. . : 0 VENT FANS. . . : 0 OCCUPANCY GRP. . -B VENTS W/O APDL: 0 VENT SYSTEMS: 0 5TOR I ES. . . . . . . . : 0 BOILERS/COMPRESSORS HOODS. . . . . . . : 0 FUEL. TYPES------------------ 0-3 1-1 P. . . . : 0 DOMES. INCIN- 0 3-45 HP. . . . . 0 COMML. INCIN: 0 IyIAX INPUT: 0 STU 15-30 IAP. . . . -. 0 REPAIR UNITS: 0 FIRE DAMPERS?. . : 30-50 HP. . . . . 17.1 WOODSTOVES. . - 0 GAS PRESSURE. . . : 50.4- HP. .. . . : 171 CILO DRYERS. . : 0 1\10. CIF UNITS—----- AIR HANDLING UN T TS OTHER UNITS. :20 TURN ( 100K BTU- 0 1.0000 c,fin : 0 cpAs OUTLETS.: 0 F::URN ) =100K BTU- 0 > 10000 (:,fin : 0 Remarks : Mechanical for tenant isroveients on 2nd and 3rd floor. Owner: FEES PUBLIC EMPLOYEES RETIREMENT type amoi-int by date -e -pt DAVID BAILEY PRMT $ 1.00. 00 ,JED 07/29/98 98--307810 143 BOX 73 PLCK $ E_'5. 00 J S D 07/29/98 9B-30'7810 PORTLAND OR 97207 5PICT $ 5. 00 .JSD 07/29/98 98---307810 Phone #: Contractor-: DRAI.,'E/DUNN (SEE 109192) 437 N COLUMBIA BLVD PORTLAND 1.30. 00 TOI()! mnsILE: 502-0987 OR 97217 Phone #: 978--171800 Reg it. . : 00084.0 ------- REQUIRED INSPECTIONS ThiF pervit is issued subject to the regulations contained in the Mechanical Insp Tigard Municipal Cede, State of Ore. Soecialty Codes and all other Di-ict Inspection applicable laws. All work will be done in accordance with Final. Inspection approved plans. This ppreit will expire ;f work is not started -------- within 180 days of issuance, or if work is susppn!ed for sore than 180 days. ATTENTION: Oregon law requires you to follow rules adopted by the Oregon Utility Notification Center. Those rules are get forth in GAP 952-9101-0010 through DAR 952-001-0080. You say obtain copies of these rules or direct questions to OLK by calling ......... (5031246-9187. I S S 1_1 e FA 6AIk,)J�4_ Permittee 7- +++++4,+++++4-++++4......44-4-++++4.......4...4....4......4..........4 ++-+4-4 4......4-4-+++++ Call 639--4175 by 7:00 p. m. for inspecti.ons needed the next bl.isiness day +++++++++-++++4-++++++++f++++1......4...........4...........4......++4.........4-+,++++ Plan Check# �� CITY OF TIGARD Mechanical Permit Application Reed By-��.: 1312!5 SW HALL BLVD. Commercial and Residential ,' Date Recd .r' TIGARD, OR 97223 Date to P.E. Q (503) 639-4171, x304 Date to DST ' Print or Type Permit�1 d_ $��(,;z Called H1,17-1171 Incomplete or illegible applications will not be accepted Name of Development/Project Description ii5 C/-- Table 1A Mechanical Code ___4QN PRICE AMT I Job Street Address suitep A) Permit Fee -0- 0 10.00 .Address 5042 6 QJ*-7*r Bldgp City/State zip 1.) Fumace to 100,000 BTU 6.00 fl On. including duds&vents Name to,name of business) 2.) Fumace 100,000 BTU+ � -7-50--- Owner 50Owner Q (fgN P4�L1G �`urPt oES including duds&vents Mailing Address .t-( _ lnrAv r 5 y c r-j!N t"7 3) Floor Fumace 6.00 /L- U SW 8 a ± plyW including vent ty/sta a zip Phone 4.) Suspended heater,wall heater 6.00 9?d b Ofl- or floor moun:.jd heater Nairn(or name of business) 5.) Vent.not included in appliance permit 3.00 Occupant Mailing Address 6.) Boiler or comp,heat pump,air Gond. 6.00 s�' I1rS to 3 HP;absorb unit to 100K BUT_ Gt�NI'.t citylslate zip Phone 7.) Boiler or comp,heat pump,air Gond. 11.00 3-15 HP;absorb unit tj 500K BTU" Contractor Name 8.) Boiler or comp,heat pump,air Gond. 15.00 I a2 CON SSG(_ r"c 071/ 15-30 HP;absorb unif.5-1 mil BTU" Prior to permit Mailing Address 9.) Boiler or comp,heat pump,air Gond. 22.50 issuance,a copy 7j N. C-aL✓/rJ/3/�}-B��p • 30-50 HP;absorb unit 1-1.75mil BTU" of all licenses City/State Zip Phone 10.) Boiler or comp,heat pump,air Gond. 37.50 are required if •NO AZ2 "'2 '77?-/ 47 7 F.QBE >50 HP;absorb unit 1.75 mil BTU" expired in COT Oregon Const.Cont.Board Uc.# Expo le 11.) Air handling unit to 10,000 CFM 4.50 database 4-6 45- 6 2 7, --Architect Name _F2 0 12.) Air handling unit 7.50 '7 7-?�`- 10,000 cTM+ or Matling Address 13.) Non-portable evaporate cooler 4.50 le F? SZ-0o Engineer Cty/slate zip Phone 9 14.) Vent fan connected to a single duct 3.U0 97 z 2 z�-lbs l Oescnbe work`New O Addition O Alteration Repair O 15.) Ventilation system not included 4.50 to o be done Residential O Non-residential in appliance permit Additional Description of work: 16) Hood served ty mechanical exhaust 4.50 hW 4A1T !MP/trl v�l4•e-�1r7`� A-17SEG�1 17.) Domestic incinerators 7.50 Existing use of 18) Commercial or industrial 30.00 building or property pe incinerator 19.) Repair units 4,50 Proposed use of n 20.) Wood stove J � 4 50 budding or property /J /-�j C� t.-Y 21 ) Clothes etc 4.50 Type of fuel-oil O natural gas�LPG O electric O 22.) Other units 4.50 1- r L I hereby acknowledge that I have read this application,that the information 23.) Gas piping one to four outlets 2.00 F given is carred,that I am the owner or authorized agent of the owner,that plans submitted are in compliance with Oregon State laws 24) More than 4-per outlet(each) 50 r� CQ _ CQ Signature of Owner/Agent Date -SUBTOTAL LL; J ' y 7i G 5%SURCHARGE ntact Person Name I U no ( PLAN REVIEW 25%OF SUBTOTAL Required for all commercial permits onlY / G �'�� TOTAL *Minimum permit fee is$25+5%surcharge -Residential A/C requires site plan showing placement of unit. I:Vnechprmt.doc rev 4/15/98 r CITY OF TIGARD BUILDING INSPECTION DIVISION 24-Hour Inspection Line: 639-4175 Business Phone: 6394171 Date Requested,:r cc''''11 / oI7 A.M. P.M. MST: Location: I''t IO JW 0 BUR Tenant: Suite: p Bldg: ((MEC: Contractor: Phone: - - IM: Owner: _ Phone: ELC: ELR'. SIT: BUILDING BLDG(con't) PLUMBING MECHANICAL ELECTRICAL SITE Site Post/Beam Post/Beam Post/Beam Cover/Service Sewer/Storm Footing Roof UndFI/Slab Rough-In Ceiling Water Line Slab Framing Top Out Gas Line Rough-In i1G Sprinkler Foundation Insulation Sewer Hood/Duct Reconnect Vault Bsmt Damp Drywall Storm Furnace Temp Service MISC. Masonry Ceilip.g Pain Drain A/C UG ' Shear/Sheath Fire Spklr/Alm Crawl/Found Dr Heat Pump I PK�iI� 2 /SNS Approved Approved Approved ved Approved Appr/Sdwlk Not Approved Not Approved Not Approved roved Not Approved FINAL FINAL FINAL FINAL FINAL ,74 0 Call for reinspection 0 Reinspection les of required before next inspection O Unable to inspect Inspector. , Date: 2� 7 Page of / CITY OF TIGARD BUILDING INSPECTION DIVISION 24-Hour Inspection Line: 639-4175 Business Phone: 6394171 Date Requested: ` A.M. P.M. MST: Location: l 1 U 1;;; � u!� BUR Tenant: Suite. Bldg: MEC: Contractor: Phone: Z —aU��, �c�) PLM: Owner: Phone: _ ELC: Ij 0 'a ELR: SIT: BUILDING BLDG(con't) PLUMBING MECHANICAL ELECTRICAL SITE Site Post/Beam Post/Beam Post/Beam Cover/Service Sewer/Storm Footing Roof UndFI/Slab Rough-In Ceiling Water Line Slab Framing Top Out Gas Line Rough-In UG Sprinkler Foundation Insulation Sewer flood/Duct Reconnect Vault Bsmt Damp Drywall Storm Furnace Temp Service MISC. Masonry Ceiling Rain Thain A/C UG Slab Shear/Sheath Fire Spklr/Alm Crawl/Found Dr Heat Pump Low Volt Approved Approved Approved Approved Approved Appr/Sdwik Not Approved Not Approved Not Approved Not Approved Not Approved FINAL FINAL FINAL FINAL FINAL --7 0 Cali for reinspectron D Reinspection fee of required before next inspection O Unable to inspect Inspector: Date: ---. Page of Milstead & Assoc., Inc. April 7, 1997 RE. PERS line item credit Site permit Dear Gary: F I am in receipt of your latest Fax defining sub-line items Service an uilding of line item "electrical" of the architectural cost break down for the PERS site work. Allow me to document my understanding of this entire episode. I became aware of the request for an adjustment to the valuation of Site permit # 96-0028 when .till Aldrich requested my knowledge of the project. Subsequently atter she and other personnel spent considerable time she agreed to and prepared a credit to be applied to fees for a sign permit application for the PERS development. Next came your request for a credit on the line item "electrical" contending that the $32,200 was part of the electrical installation for the structure. When Jill carne to me again asking for my input, 1 asked that I continue the discussion with you, and then placed a phone call to you. During our first conversation you mentioned a architectural cost analysis sheet that you believed was included in the initial site permit application, a copy of which you had recently faxed to Jill Aldrich supporting your request for a credit of permit fees for the site sign having a value of$5,000. Believing that 1 had never had the advantage of such a cost analysis during the plan review and fee calculating, 1 researched the file and discovered no file copy, or a request for same in my plan review letter, indicating 1 accepted your initial submitted valuation. Having just completed review of the material you faxed on 4/4/97 and the telephone conversation we just had, 1 feel I can stop this letter, and reiterate the conclusion to our latest phone call. [9:18 AM, 04/07/97] Electrical fees are not generated on the cost of installation, (valuation) but derived from a fees schedule for service feeders, branch circuits and mise., much as a mechanical permit. In conclusion ,it was my understanding the above paragraph concludes any further pursuit for a credit of the site permit valuation. ��-- Sincerely, , r ) James Funk �' Construction Inspection&Related Tests Carlson Testing, Inc. Geotechnical Consulting P.O. Box 23814 Tigard, Oregon 97281 Special Inspection Phone(503)684-3460 FAX (503) 684-0954 FINAL SUMPlAR'Y REPORT April 3, 1.997 #96-6030 PERMIT NUMBER- 96-0441 City of Tigard 13125 SW Mall Blvd. Tigard, OR 97223 Re: Tigard PERS Building 11410 SW 68th Parkway Tigard, Oregon Gentlemen: This is to certify that the items listed below are in accordance with Section 1701 . 3 of the Uniform Building Code. We have performed .random/periodic special. inspection. at the contractor's request of the following items per our inspection reports only: Reinforced Concrete Structural Steel - Shop & Field All inspections and tests were performed and reported according to the requirements of UBC Section 1701 . 3 and, to the best of our knowledge, the work was in conformance with the approved plans and specifications, approved change orders and applicable workmanship provisions of the Uniform Building Code and Standards, as well as the structural engineer 's 3esign changes and approvals . Our reports pertain to :he material tested/inspected only. Information contained herein is not to be reproduced, except in full, without prior authorization from this office. If there are any further questions regarding this matter, please do not hesitate to contact this office. Respectfully submitted, CARLSON TESTING,, IN . Douglas W. Leach President mbh cc: Milstead & Assic.iates Drake Construction Company VLMK Fletcher Farr Ayotte Associates PIPING 3UPURS—W 7 c- rlYi!! VA674 MANtA^I- 1 PT� m A f. NC DSL.UGS 81 1S1 rHCI IAN ACCE3 UA PAClL1 ry Ih atr4( 4•GRttATr Pix T93TING IF NO,EXPLAIN VAlVE3r��... C177L7 CAf/ EA q CIRCLX T C MA,7s �vf• �•, "r' Q�L.' StiOIVOIC�1{ AILJYIM C 71/fT1<VApp�.l►lrS[ MIOP01A7>�u��e� NO VIESIEC. HYDR03TATIC. llv%bo aide mtw pramm In exce a of 150 ON 110.2 ban)for two haws. 011fwwrda0 dry-Ripa veltw dmoom shill be hilt open drrhq tats W prdvant dama AN abere�aJeld oboing�s0e inmdl be>r-c r '. . T I F� IIY� flow Uta racuind rats until vmm is ciesr a indln7te'by tuts cWiactfoe of tonin Irinto mal in buriao boat at cvdw suds as 0[SCAIPTION hVOnrra r+ blow-aft flush at flows not lm Um 400 GPM(1514 LJminl for 4-inch ince,SW GPM 12271 Uminl fJr S:nen pion, 730 GPM 12839 LIrMn)for B•:ntn pion.1000 GPM(3=1 Umin) for 84nd1 oice.1500 GPM(3678 LJminl for 10:nch pips and 2A00 GPM(7310 Umin)for 124nch pnoe. Whm:UMIY cannot o.educe sdcu)atad Hann ram.obtain mwum rn amiabla. PNEUMATIC; Esabifsh 40 psi 12.7 ban)air cresarIv and nmature drop wnKn rml not•rand 1:'A psi 10.1 ban) in 24 hours. Tast prnssun tamM s at msrme!mats Jarand air a• awv and mean"airpnssan drop wnteh 0*1 not mooed 1•h ps (0.1 ban)in 24 hours. ALL PIPING HYDROSTATICALLY I E3 D AT _2 d_ PSI FCR L uRS- If IVG.STATL MASON DRY PIPING PNEUMATICAI-LY TX3TCD ❑YES [DNO CGUIW4Kr T OPERATES PROPEALY -- C]YES 0 NO ` DRAIN ALACWO OF c.Ari LacATxD NEAR WATER SLswl_Y TEST PIPES ApiOUAL PRES%jap.WITH VALVE W TEST PPE OPEN W I C, T'EST3 TEST STATIC PREMRB: PSI _ r31 Underground rtrta' and Iniad in mrimc>;oro r,to symirrmars flushed bet.. wrinectica tnarde to sprinWer piping. CDPassf V%RIFIBC BY Y OF THE U FORM NO. e `:YES ❑No cTHEA Expl-AIN art-LiSHED BY INSTALLLA OF UNDEA- GROU'140IP4INKLEA PIPING [JYW3• CNO T!<3T� NUMeE�USED LOCATIONS I NUMBEA R VAC' GA4XETS WcL-DED PIPING C:Yes Cl NO - - IP YES... DU YOU CSATIP'Y AS TH[SPIIIINKL.YA C:NTAACTOa THAT WEL.MING PRCCSCURLS CCMPLY �r WtTt•+i i+E A ZQWU KMZN"OF AT LdA7T Awl 010.9.LS/RL AA-3 cr YSS C NC I]C YOU CSATIFY THAT THE WEL-DIIvG WAS PEAPORMED BY WEL A;43 CUAWPIED IN WL'LDING CCMPUANCS WITH THE AEOUI RL%4CNT3 OF AT LSAT'Awl 010.9.L.SVEL AA-1 YES C Nt CO YOU CEPTIFY THl1T WIEL-DING WAS CARAI&C OIIT IN C:3mPuANCS10VITH A OCCUAIE TSS QUAUTY CONTROL PROC=URE TO INSURE THAT ALL DISCS AAE RETRIEVED,THAT OPENINGS IN PIPING AAE SMOOTH,THAT SLAG ANO OT-mEA WELDING RESIDUE ARE R[1NOVED.AMC THAT THE INTERNAL CIAMETEA3 OF �YI S (Z Nt PIPING ARE NOT PENETItIATZE) HY13AAUUC NAMEPLATE PROVIDEDI IP NO,EXPLAIN DATA NAMKPI..AT! D Y1<3 C,NQ OATS LIFT IN SEAVICE W---H ALL CONTAOL VALVES CPfNs i9E?AAA14" - NAME Of 5104I1NKLTR =14TRACTOR �L TESTS WITNESSED WITNESSED 8'Y OATS !' ;NATURES ROA EA (SIGN EDI (:z FOR AINKL.=A CNTAAC'TOR (SIGNED) TITh CATE aOCITIONAL EXPI_AMATICN AMC NOTES iJA BACX �'. � _.,r:. �:I•"��'i:� �J': �'7-S••-{- � ', - ._ .,Tri _.. . .'1-� .. •• ,'.� ' _. .... . .. .. -vim'-.•. U wnw wloitofw3rk.Lw@c w aiad 11rw Etta muk b#do aonammIs rewsmottsdva ami v4emmd by an awrtdt rapraaa,mjw. Ap ddwo shall b•conwAnd Wd lyoIl left b mt b.k cattVmMe:ynsat mW FOWIV lolls r4 job. A ardfkeaa ahaU b r fWW cut and>rIv by bath reae+vinodwan. 'Capin shall be pp am for morw4k q a mr4rltlaa,ovrnen and contra =r,. It is undwTt=W thr tlwrtara vvia ltockv I tfgna*a*in no vw pr*odkxl arty dams avina eon r wr for fa ky rnaotrlal.Pa�+r vrkmwtshlp. or failure m aornvtlr rvhYl appravYlq artllorfty'a rwauksn>rrrts or klwl oraflr►.xuoa. ro, PAORCA TrveB J175- � W� PROPtLRTY AOCRtL33 ACC a'Y APPROVING AUTHCRITY(M NAME! .. r .. AOOALSS _ PLAPI:i •. INSTALLATION C7NFOR111,43 TO ACZ!Pr= PLANS EflU1PMt{NT V3lD 4 APPROVED X77 IF NO,C)L--.AIN OXVIATIC14S HAS PSRSGN IN C.11HAAG11 OP RIR11 kOUSPOWENT each INSTAL 'IFF -4 AS TC L ,IC of=fWrI CL.VAI.V9S ANO CAA[ANO MAINTWAINICI OP THIS NC.V Cr.LJJF» ';iT ❑.fes IF F.o,EXPL111N INSTRUCTIONS MAV I<C•PILS OF APOr1OPAlATt I1437RUCTICN3 ANO C AA<ANO MAINT3NANC2 C?4AAT'3 YES ANO NFVA 1.1A S!!N LXJrr ON PRt{MISKS IF NO,CCPLAIN LCCATION 3UPP4-jls BL-Gas. OP SYSTEM YEAR OF OPIIPICaTElMPERATUF MAKE MODEL MaNtIPACT•UR 3121 CUANTITY RATING TO M ATI � L SPRINKLARS q i Y PIPs=14FOAUS TO f.0 H STANOAAO YEs PIPS ANO FITTINGS CONFORM TO Al C 10-& ITANOAAO ❑yin PITTINGS IF No.CXPtr31N ALARM OE.1Ir_g MNIIWLJWTIWE MCPERA 7ETHFWXX3'1TEST PIP, ALARM TYPt{ MAN,! MOORL M•v, 3lC. V ALV! OR PLOvII INDICATOR I -- pRY VALVE MAKE MOOEL SERIAL NO. MAKE MODEL 3ERIAL NC. WATEA ALA TIME To T'vilP WATER AIR TRIP POINT REACHED OPERATED y T'HRU TEST PIPE PRESSURE PRESSURE AIR PRESSURE Tw LrrLLrT PROPERLY ~ ORY 11011112VIN- SEC. PSI PSI Psi MIN. 311C. YES NE .~.I OPERATING -+ TEST Without � wlcn• -� O.Q.D. 1- IF Na;fXPL,%IN a3A (1-413)ENGINEEAING PgINTED IN USA - ..II111 nr�e,f vn Q al►.+►Gn►MI I ma lk.cn►Iriw+► c rwrl wnuurvu r_�ri v.. 71 • wPwf OOfr►pI�aLO�wOfll� alb tas4 a1lail'ba atada by.tlN COtQ>f"Ld1 raprasntstiva and vitt+sslyd by an OMnar/Np . .� tlafaaes slllsll ba mrracald and tystarrrl ah fa awlriort baEora aonstaator'tparsorlrlai flrtes(1y IaaMs tfla Jab. , . _... _ , A oartlflasa shall be filled out and*mW by barb nOraintndvh..C 0a"I be Pnprsd for approving a rdtm4 Ws,owrwra and=ntmmr. It Is undwnood tha owrtars npewanudvo t slyhatun in no rwy OmWdhm arty dawn sprnst wntrs=w for faWty ntatal•{al.Pour woriurynshio. or falurs m eomOv wMl woovip md%wWs rsmirwnw o or load ord(nan m PROP ERT•Y r4AMIE ' GP[RTY AODaIFS6 ,.. . /�f o PPB_% c.J19N TIG 14,w g, •� l s� _PBS-AGT ACC37TIM I!Y APPROVING AUTMORITY(M NAME! .. AOOOEM _ PLANS r ._ IN STALI.ATION CONFORMS IiFQ ACCSPTLD PLANS NQUIPMtNT USCO I.S APAROV9C c3lyES ON IF NC,C(PLAIN 09VIArIC141 ffr'�ES ❑N AA- NAS PtaSON IN CMAAGd OF Ffll[CoUIPhrtIVT GCVO INSTRUCTED AS TO LOCATICN OF CONTROL VALVtS ANO CAR[AND MAINTIMANC3 OF THIS J-4CW[ MtN GUIPT 'G•f Q N IF NO,[XPLAIN INSTRUCTIONS MAVU COPT93 OF AP001001'QIATtt INSTRUCTIONS A140 CARE ANO MAINTLNANCE CMARTS YES N ANO NFPA 12A DEIN LIFT ON PRRMISf3 IF N0,exPLA1N LOCATION SUPPLIES $Laos. OP SYSTlM MAK! �IMODEL YEAR OP ORIPICI OUANT"TY TlIMPEAATUR MANUPIICtLIRI SI RATING AQ/10A if A klli'— Lr „ I J_ SMINKLlAS ►IK CONFCaM3 TO AI A j 4 STANOAAO _ 0 YES N PIPE AND Frrrr4GS CONFCaM TD A/.,4r_Aa• STANOAaO YES N FrmNQS IF NO,CXPLAIN — — ALARM DEVICE MAXIINUM Til1E TD OPERATE T1,ROUGH TESTPIPE ALARM Tye MAKI MOOtI MIN, SIC. VALVE OR PLOW INDICATOR RY VALVE 0-0.0. MAKE mcalm SERIAL NO, MAKE MODEL. SERIAL NC. d R' n TIME TV TRIP WATER AIR TRIP POINT �- T14AU TEST PIPE PRESSURE •�fOL PTIESSURE AIR PROSURE RS MET OPERATED I'LET PROPER LY DRY PIPE MIIN. SEC. PSI PSI PSI MIN. Sic, vas NC —I OPERATING TEST Without O.O.D. w With O.O.D. IF NO;lrYPI:nIN LfA(1M)ENGIN[ERING PRINTED IN WA (OVER • .,:�..- ��PNEUa4AtIG: 1_JtL.cl.:nw �r .�ULIC� ... .. _ .4 PIPING St4Y" ..T O ��' to �. tii0 - YE9 NO 0492 VA4.109 � ' 1 OL A OtLUQt I3 TM[Rt AN ACC2S&IpuL 4LJTY IN[AC?1 C1ncurT Ron TXTnPOG IF,Me.OtPLAIN . P1ItCT1 A0N =- ❑yerr Q MO .pep—tA-p� 'rte. VALVES yW1de AtI�1A�MA� gwimWACHQnWrr - hAXXd l4 IAAiCE "'r• ' ''Md0E1. ALK nPvt^TE -Y" I NU YES NO MIN, S[C. MYDROSTATIC: Myetroaodo ma*0 bcmade et not Ierg rhes 200 psi(13A bassi for slwn hours or 50 SW(3.4 bon,abode trade psetewe In�of 160 pas 110.2 beM for two hours. 01 tfareertiai dry•¢lpa Imam G no- alsall be aft Opal during tent w prevent damp. Ap�pbbM Iw Am scm u stlppped. �� f flow tfse reetalnd rs+er untl)hunter It clwr as Irsdle�ted by no o911ectlol i of fbniQn Inrgrfal 1n burlap baps R ottdetSitsCff a• OESCAIPTION by renal blow-offs. F aab cc flows not las than 400 GPM(1514 Claws)for 4•irt,-h ewe.600 GPM(2271 L1min) for!f•imn p1m. 780 GPM 1:28:19 Unsln)fa 84nen piele.1000 GPM(3786 Llmin) for 84"pipe.1800�•PM 15CM L/minl for w4ach pipe and 2000 GPM(7870 L rrWni for 112-Inch pp1IOe. When sumly affat produce Moulav I flmw nnoa.ob:tin mtwtknam aveilebie. . PN[UMA_T1S; r ','W 40pm (2J ban)air prewAv and Merron drop v.hids 0a11 not mcew 1-4 ps 10.1 ben) in 24 hours. Test preanl-i tensa st n0rsnal vvrtrrleecl and w ortnum aid MS@ u v sir orem-drop whrch shall not excew 1-g pu 10.1 bani in 24 hours. ALL PIPING HN'LIROSTATICALLY TV3TVM AT jO O ht FOR 2-- RS. IP'NO,STATE RNASCIW any PIPING PN[UMATICALLY T[3TCO ❑YES [J NO [QUIPM[NT OMNATES P110PKAl.Y ❑YE3 d NO ` QR4jN R[AOYw101r GAG[LOr.ATxC NL'AA NATER SUPPLY TLST PIPs R=CAAL.PgESSURE WITH VALV[W TE5T PIPE OPEN':'It.E TESTS T'ES'T STATIC PRESSURE: • " . -' • -.PSI . PSI Underground m-ns and eed in coanecdcra to:froom risers fltcshad before wirinimc on made to sprinider piping. V9RIFT&0 BY=FY OF TH[L FORM NO.950 ❑YES NO OTHtR EXPLAIN PLUS)-+r BY INSTA"AA CUNO[R- (3006140 SPRINKLKA PIPING YX-S. No a.Am Tl<sT74 NUMe11T U590 LOCAT10143 NUMGCA RVAC-4, GASKET 3 Wal-mcc PIPING ❑YES NO IF YES... OO YOU CIA—.11r`/AS TH[SPgINKL.EA CONTRACTOR THAT WtLAING PnZICSCURES COINPL.Y WIT?+THE R[uU:A[MWTS OF AT LiAST AWS 010.9.LIVtL AA-3 C-eTES ❑NC 1730 YOU CiATIFY THAT I'm t W[LOING WAS PRAFORMRO BY WtL.D[RS QUALIFIER IN --1,�,' WELDING COMPUANCL WITH TI-49 AEQUI ARIMENT3 OF AT LEAST AWS 010.9.LEVEL AA-3 Lam.ca ❑NC 00 YOU C[RTIFY THAT WCLJ311442 WAS CAARIOM OUT IN=tAPUANCS WITH A OOCUMCNTED QUALITY CONTROL.►ROCSDUR[TO INS6n[THAT ALL DISCS AA[ RtTPII[VtOI TMAT OPINING3 IN PIPING AAE SMOOTM,THAT&LAG ANO OTHa:A WCL.21I1114 ACSIOU[Alt[`ACUCYCO,AMC THAT THft.INT[ANAL.GIAUCTURS OF M�IES 0 NC r PIPING AA[NOT P"fTKAT1tD' MYO�TAUC I�AAIe.PLATIt PROV10[D IF NO,OCPLAIN NAMRPLAT11 1 O Yid G NQ OATZ Li1rT'N 51AVIC[WITH ALL CONTROL VALVIt.3 OPWt NlZ1NARKS _ L �— NAM[OF SPRINKULR CONTRACTOR � t1 TESTS WII:0091P 61Y SIGNATURES FO P ArYOWN[ N i UATE L2R�klir ��S 3/s' i7 FO INKLFA CJ TRAL' an (SIGNED) T1TUC GATE fit: >OOITIONAL EXPt.ANATION ANO NOTES f- tn G] L LSA eACX FT VLMK Consulting Engineers (af m 3933 SW KELLY AVENUE,PORTLAND,OREGON 97201-4393 (503)222-44531 FAX (503)248-9263 PRINCIPALS ALFRED H.VAN DOMELEN,P.E. JAMES E.KNAU,,P.E. ASSOCIATES GARYJ.LEWIS,P.E. GREG BLEFGEN,P.E. HAVLIN G.KEMP P.E. JOHN BROOKS May 12, 1997 FINAL SUMMARY REPORT City of Tigard Tigard, Oregon Attention: Building Official RE: PERS Headquarters Building S.W. 68'" Parkway Tigard, Oregon Gentlemen: This to certify that in accordance with Section 1701 of the State Building Code our office has performed structural observations for the following items related to the project and as outlined in our field reports: 1. Structura! load resisting elements. 2. Braced frame configurations and connections. All observa',ions were reported according to the requirements of Section of 1701 and, to the best of our knowledge, the work was in conformance with the approved plans and specifications. Inspection of concrete, concrete reinforcing, steel welding, and drilled epoxy anchor installations were performed by Carlson Testing. If you have any questions regarding the matter, please do no hesitate to contact our office. a S' ely, CX James E. Knauf, P.E. cc. Jeff Welch, FFA m 0 w % r° iC F � y M MEMBER C:\0DOCS\PERS\Perscmpl.Doc 05/20/1997 13:51 5032402274 WORLD SECURITY PAGE 01 5/20/97 WORLD SECURITY PAGE 1 DETAILED ACCOUNT ACTIVITY PRINTOUT(222) INST 0 TO 999999 ACCTS 02 509 10 L12 509 05/?^ 17 THROUGH 05/20/97 CS ACCT: L12 509 PF., 05/20/97 12:00:01 COMMENT: KIM:ON THE FAX PUT ATTM:TOM PLESCHER 05/20/97 11:59:31 COMMENT: KIM:HIS FAX NUMBER IS 503-684-7297-- 05/20/97 11:58:55 CUM4FMT: KIM:JMY W/SASCO ELECTRIC HE NEEDS A FAX OF THE 05/20/97 11:56:55 COMMENT: HISTORY- 05/20/97 11:55:55 KIM 4102 CALL FROM LUSTOMER 03ito/9r 11:44:34 RE E112 FIRE RtST4*C ZONE a 05/20/9" 11:43:45 2 115 FIRE ALARM *T ZONE 2 05/20/97 11:40:41 RZ 2115 FIRE RESTORE "T ZONE 2 05/20/97 11:39:24 2 115 FIRE ALARM "T ZONE 2 05/20/97 11:34:22 R3 211S FIRE RESTORE fT ZONE 3 05/20/97 11;33:27 3 851 FIRE TROL1eLE •T ZONE 3 05/20/97 11:33:19 R3 2115 FIRE RE',TORE •T ZONE 3 nF/26/07 11•17.2c a RCI clrc Ian mic +T ZONE 3 05/20/97 11:16:30 R2 2115 FIRE RESTORE "T ZONE 2 05/20/97 11:11:46 2 115 FIRE ALARM •T ZONE 2 05/20/97 11:08:57 COMMENT: KSN:JODY LAPOINT FIRE MARSHALL 05/20/97 11:08:57 YSH 4102 CALL FROM CUSTOMER END OF REPORT N i L \ f— v, � F- J G7 LLJ ..J VA rCIT4F TIGARD OREGON SITE ADDRESS: 11410 SW 68th Parkway PARCM NO.: 1Si 36DA 00101 PERMIT NO.: BUP96-0441 New, three-story, B Occupancy Office Building - PERS Temporary Certificate of Occupancy granted until June 30, 1997. 1 r Building Inspector Building Official G N G] 41 I+ 13125 SW Hall Blvd., Tigard, OR 97223 (503)639-4171 TDD (503)684-2772 - — ! CITY OF TIGARD BUILDING INSPECTION DIVISION 24-Hour Inspection Linc: 6394175 Business Phone: 6394171 Date Requested: 5'�OI ` A.M. P.M. MST: l.oca ion: 114 l 0 S BUP: q 7- 0 117 Tenant: (7 Suite: Bldg: MEC: t1, Contractor: S.AS Cc's Phony. /(' a/' PLM:Owner: q 01I- Phone: ELC: CI J-7 0 C1_ v�c, _ — — ELR:— -- _ _ _ SIT: BUILDING BLDG(con't) LU_ MBING ECHANICAP ELECTRICAL SITE site PostA3cam rn5U tumv Post/T3earn Covcr/Set ice Sewer/Storm Footing Roof I Iudl l/Slah Rough-In ('ailing Water Line Slab Framing Top Out Gas Line Rough-In UG Sprinkler Foundation Insulation Sewer Ilood/Duct Reconnect Vault Rsmt Dump Drywall , Storm Furnace 'Temp Service misc. Masonry Ceiling Rain Drain A/C I1(i Slab Shear/Sheath Fire Spklr Itn Crawl/Found Ir I lea ' Low Volt Approved A Approved Approved Appr/Sdwak Not Approved :CAlvroved roved Not Approved Not Approved FINAL, FINAL FINAL FINAL FINAL O Call for reins C)Reinspection fee of S._ ( U11" befbre next ins tion 0 Unable to inspect ins)ector. - --___--- Date: ____�7 _ Page _of CITY OF TIGARD BUILDING INSPECTION DIVISION 24-Hour Inspection Line: 6394175 Business Phone: 6394171 Date Requested: /Z� ��7 _ A.M. y/ P.M. MST: Location: Bi1P: /G Tenant: p, Suite: Bldg: WC: Contractor: C1 1.G7.1c�C R: t_. ��/�" I Cl«��Phone: ID 17� CI S?& PLM: _ Owner: Phone: ELC:_ I,1 F IA-)14 c- Lt-C w 7-Es7— E� 7-P l P TEST- C F PF=ff-,4C Y/ IJ ELR:_ -I!j4C-- f-LCw 1-FST— FC'A' F3C(JLL)lA1<r- SIT: _ BUILDING BLDG(can't; PLUMBING MECHANICAL ELECTRICAL SiTE Site Post/13eam Post/13cam Post/13eam Cover/Service Suwer/Stonn Footing Roof i3rdF1/Sl,jb Rough-In Ceiling Water Line Slab Framing 'fop Out Gas i.ine Rough-In UG Sprinkler Foundation Insulation Sewer I1axUDuct Reconnect Vault F3smt Damp Drywall54605 Storni Furnace Temp Service MISC. Masonry Cei ' y Rain Dra;n A/C IK;Slab Sbe !sheath CT-`tre Spklr/Alm Crawl/hound Dr Ilent Pump Low Volt Approved Approved Approved Approved Appr/Sdwlk N d Not Approve Not Approved Not Approved Not Approved INAL FINAL. FINAL FINAL FINAL O Cell for rein. t 0 Reinspection fee of S required before next inspection D Unable to inspect Inspector:, L _ Date: fJ _� Page of _ I CITY OF TIGARD BUILDING INSPECTION DIViiSION 24-Hour Inspection Line: 6394175 Business Phone: 6394171 Date Requested: I A.M. P.M. MST: I,ocation: TT— BUp: (} Tenant: kwte' Bldg:�y MEC:_ Contractor: Phone: _74, 2 7 5 `t PLM: Omer: Phone: 'T ELC: ELR: SCI': LDING-, CBLDG(co 4) PLUMBING�-� IC L ELECTRICAL -- Pos eamea/rT am Post/Berun Cover/Service � Storm Footing Roof Undl-1/Slab Rough-In Ceiling Water bine Slab Framing Top,Out Gas line Rough-In UG Sprinkler foundation Insulation Sewer Hood/Duct Reconnect Vault IiSmt Damp Drywall Storm Furnace 'Temp Service MISC. Masonry Ceiling Rain Thain A/C UG Slab Shcar/Sheath Fire Spklr/Alm Crawi/Fowid Dt heat Plum I,oW Volt Approved Approved Approved Approved oven, , nppUSdwlk Not Approved Not Not Approved Not Approved ed FINAL NA INAL� FINAL FINAL_' r- Corr ce.+-rs,- cc- 0 Call for n O Reinspection fee of S required berote next inspection O Unable to inspect Inspector: Date: 2 Page_ of CITY OF TIGARD BUILDING INSPECTION DIVISION 24-Hour Inspection Line: 6394175 B-tsincss Phone-.6394171 P.M. MST: �I Z=d Ae Date Requested: _ � __. Location: BUR Tenant: 0 Suite:_ Bldg: MEC: Contractor: _ Phone: pp /� PLM: Owner: Phone: ^b� /C,'c��ELC:_ —._ EL11:97-0040 _ SIT: BUILDING BLDG(can't) PLUMBING MECHANICAL ELECTRICAV SITE Site Post/Betun Post/Bearn Post/Beam � " Sewer/Storm Footing Roof UndFl/Slab Rough-In Ceiling Water Line Slab Framing Top Out Ga,Line Rough-In UG Sprinkler Foundation Insulation Sewer IloallDuct Reconnect Vault Bsmt Damp Drywall Stonn Furnace Temp Service MISC. Masonry Ceiling Rain Drain A/C UG Slab Shcar/Shea!h Fire Spklr/Alm Crawl/Found r Feat Punip Lo Approved Approved Approved Approved Approved Appr/Sdwtk Not Approved Not Approved Not Approved e, Not Approved FINAL FINAL FINAL FINAL FINAL a R J co LD O Call for reinspection O Reins do ti of S_ required K.-fore next inspection n l Mable to i spect Inspector: ��. -'LO =– Date _ _� Pape of CITY OF TIGARD BUILDING INSPECTION DIVISION 24-Hour Inspection Line: 6394175 Business Phone: 6394171 Date Requested: )---) C, /? 7 A.M. _ P.M. MSI': location:�l ( �� s 'f y1 u/ _ BUP: Tenant: Suite:_ Bldg: MEC:_ Contractor:—���'�//Yl �_,G O Y��! ��0� _Phone: _�-�OU (e 7- S-37 PLM: Owner: _^Phone: x S5 ELC:p Sm _ BUILDING BLDG(con't) PLUMBING MECHANICAL CELEC�TRICAL SITE Site Post/Beam Pos(lBeam Post/Beatn Cove,' �r� Sewer/Stone Footing Roof UndFl/Slab Rough-In Ceiling Water Line :.!ab Framing Top Out Gas Line Rough-In UG Sprinkler Founon:;nn insulation Sewer llood/Duct Reconnect Vault Bsnit Damp Dryw-'! Storni Furnace Temp Service MISC. Masonry Cei'.ing Rain Thain A/C U(i_SW Shear/Sheath Fi e Spklr/Alm Crawl/Found Dr I lent Pump l;ow Vo t 0-hoe Approved Approved Approved Approved Approved Appr/Sdwlk Not Approved Not Approved Not Approved N91 Approved Not Approved FINAL FINAL FINAL FINA FINAL, " O Call for reinspection 0 Reinspection t'ee of required before next inspection O Unable to inspect y3GJ-' �� Inspector. .�',..��.�+. bate:�_- _ Page of CITY OF TIGAIRD BUILDING INSPECTION DIVISION 24-Hour Inspection Line: 6394175 Business Phone: 6394171 Date Regw:sted: -J ' _ A.M. P.M. ✓ MST: I.ocation: l C) ��C)T I L l� ( BUR Tcnant: P6-P,--`-� _ (J Suite:p Bldg: MEC: `_ Contractor: a.�ll.1 � Phone: � / - 51_; �-JL� PLM:-1 7-CIT-. Owner: Phone: ELC: ELR: SCC: _ BUILDING BLDG(con't) LUMBING MECHANICAL ELECTRICAL SITE Site Post/Beam cam Post/Beam Cover/Service Sewer/Stone rioting Roof UndFI/Slab Rough-In Ceiling Water bine Slab Framing 'Cop Out Gas Line Rough-Ip. UG Sprinkler Foundation Insulation Sewer IIood/I)uct Reconnect Vault lisml Damp Drywall Storm Furnace Temp Service MISC. Masonry Ceiling Rain Drain A/C 11G Slab Shcar/Sheath Fire Spklr/Alm CrawLToemd Ir I feat Pump Low Volt Approved Approved Approved Approved Approved Appr/Sdwlk Not Approved _.hLQ A=1 ovcd Not Approved Not Approved Not Approved FINAL. FINAL FINAL FINAL FINAL. �r.tspection I7 Reinspection fee of S _ required before next inspection l3 Unable to inspect _ e.� his-mctor ___ - Unite / 4 Page of 11HY 12 ',,:4-1 11105RM VLMK ENGINEERS VLMK Consulting Engineer% 3933 SW KELLY AVENUE,PORTLAND,OREGON 97201.4393 (503)222.4453/FAX (503)248.9203 PRINCIPALS ALFRED H.VAN DOMELEN•PF y JAMES E.KNAUF,P.E. ASSOCIATES GARY J.LEWIS,P E. GREG BLCFGEN,P.E, ") HAVLIN G.KEMP P.E. JOHN BROOKS May 12, 1997 FINAL SUMMARY REPORT City of Tigard Tigard, Oregon Attention: Buildinp Official RE: PERS Headquarters Building S.W. 68"'Parkway Tigard, Oregon Gentlemen: This to certify that in accordance with Section 1701 of the State Buildu,c (-nde our office has performed structural observations for the following items related to the project and as outlined in our field reports: 1. Structural load resisting elements. 2, Braced frame configurations and connections. All observations were reported according to the requirements of Section of 1701 and, to the best of our knowledge, the work was in conformance with the approved plans and specifications. Inspection of concrete, concrete reinforcing, steel welding, and drilled epoxy anchor installations were performed by Carlson Testing. If you have any questions regarding the matter, please do no hesitate to contact our uftice. S' elv. J ames E. Knauf. P.E. cc. Jeff Welch, FFA a C E' Y � MEMBER C.\ODOGS\PERS\PercmPLDoc M&AM I LSTEAD & ASSOCIATES, Inc. CONSTRUCTION PROGRAM MANAGERS Three Town Center 10121 S.E. Sunnyside Road Suite 335 Clackamas, Oregon 97015 503/654-2336 FAX: 503/654-2698 May 5, 1997 Mr. David Scott, Building Official City of Tigard City Hall 13125 SW Hall Blvd Tigard, OR 97223 RE: PERS Headquarters Building Monument Sign #I Building Permit No. BUP97-0155 dated April 15, 1997 Dear David: Enclosed are three copies of the Architects Sign Drawing (SN-1) for the subject project. These drawings were revised to add the street address number below for the sign text. This revision also added approximately I foot to the height of the sign. This revision was made after the original sign review and sign building permit was issued. The revision resulted partially from discussions with the Fire Marshall's office regarding street numbering identification for this new building. These copies are forwarded for your records. Sincerely, Peter F. Daniels Enclosure CITY OFT11GARD . . DEVELOPMENT SERWICES BUILDING PERMIT 13125 SW Hall Blvd.,Tigard,OR 97223 (503)639.4171 PERMIT #. . . . . . . : BUP97-0208 DATE ISSUED: 04/29/97 PARCEL: 15136DA-00101 SITE ADDRESS. . . : 1. 1410 SW 68TH PKWY SUBDIVISION. . . . : PERS SITE ZONING:MUF_ BLOCK. . . . . . . . . . . LOT. . . . . . . . . . . . . . JURISDICTION:TIG REISSUE: _ - M FLOORAREAS------------- EXTERIOR, WALL CONSTRUCTION- CLASS OF WORK. :ALT FIRST. . . . : 0 s f N: S: E: W: TYPE' OF USE. . . :COM SECOND. . . : 0 s f PROTECT OPENINGS?---------- TYPF PENINGS?---------- TYPE OF CONST. :2N . . . . 1856 sr N: S: E: W: OCCUPANCY GRP. -B TOTAL ---- - : 1.856 s f ROOF CONST: FIRE RET? : OCCUPANCY LOAD: 0 LASE MENT. : 0 s f AREA SEP. RATED: STOR. : 0 HT: 0 ft GARAGE. . . : 0 sf OCCU SEF'. RATED; BSIHT? : MEZ Z? : REDD SETBACKS-------- REQUI RED----.--.--- F L.00R LOAD. — -. 0 ps f LEFT: 0 ft RGHT: 0 ft FIR E,PIiL:Y SMOK DET. . : DWELLING UNITS: 0 FRNT: 0 ft REAR: 0 ft FIR ALRM:Y HNDICP ACC:Y BEDRMS: 0 BATHS: 0 IMP SURFACE: 0 PRO CORR. PARKING: 0 VAL UE. f : 0 Remarks : Finish shell space fov use by PERS. Owners -_________---________._._.__.____.__----_----.-------- ----- FF_.E5 PURI/IC', EMPLOYEES RETIREMENT type amoi_int by date recpt DQ D BAILEY PR11T $ 1.28. 50 JMH 04/28/97 97-293844 PO PDX 73 PICK $ 83. 53 JMH 04/2,8/97 97-293844 PnRTLAND OR 97207 FIREf 51. 40 JMH 04/28/97 97-;?93844 pllone #: 229-5643 5PCT t 6. 43 JMH 04/2=:8/97 9'7--293844 C'nntr•actor: DRAKF/DUIVN-A .JOINT VENTURE 437 N COL.UMB 1 A BLVD _0ORTLAND MOBILE- 502--0987 OR 97217 -'--------- ------------------------- P17 o n e #. 978-0300 $ 269. 86 TOTAL Reg #. . : 000840 RE:C?U I RED INSPECTIONS -----~--_- This permit is issued subject to the regulations contained in the Framing Insp Tigard Municipal Code, State of Ore. Specialty Codes and all other 7t1c! —_ ►�� �_ .___—_�___. __._-.. applicable laws. All work will be done 0 accordance with approved plans. This permit will expire if work is not started within 188 days of issuance, or if work is suspended for more than 180 days. �- E'e r m i t t e e Signatures � fig ��1.— J n L_S.�L� Call for inspection - 639-4175 i M CQ ial Buildial _ 9 Permit A RLQII C:y of Tlgard 131:3 SW HAWN 8ML T19waL OR 97223 003)$39-4171 _ absite Address: ' i}�!�� � Qf CE USE ONLY , Qnant• �. �/ Suite # ,Plan Valuation: M � 4 • Map �. %caner: ? f 10 q ddress: �p 'ontractor. " W ddress: N J T Type of constr. telephone: �� ' TSI Occupancy Class:, /• ;ontractor's License Sprinkler? a No (attach copy of curre t Oreg& license) ff Sq. Ft. Of Project: •� ontact name b telephone: D'17 Qa Q b Engineer: Story (1st, 2nd, etc.):__ rchiteci � d� • I •� . Q Proposed Use: %ddress: Previous use: Note: Plumbing & mechanical plans must Telephone: be submitted at time of building permit application. 1 j _ rB DESCRIPTION: — CJ i ( plica Signature b Telep one Number) Received by: Date Received: CCMT1 -,CC (OST) 10j56 PERMITS Account Description Amount Amt Pd. Balance Due Building Permit (BUILD) Plumbing Permit (PLUMB) Mechanical Permit (MECH) ,% ., / State Yax (TAX) (p y Bldg. Plumb. Mech. 3 Plan Check (PLANCK) Bldg. Plumb. Mech. Sever Connection (SWUSA) Sorer Inspection (SWINSP) Parks Dev Charge (PKSDC) Residential TIF (TIF-R) Mass Transit TIF (TIF-MT) Commercial TIF (TIF-0) Industrial T1F (TIF-J) Institutional TIF (T1F4S) Office TIF (TIF-0) Water Quality (WQUAL) Water Quanity (WQUANT) Fire Life Safety (FLS) "— Erosion Cntrl Permit (ERPRMT) J Erosion Planck/USA (ERPLAN) tlJ Erosion PlancWCOT (EROSN) --�_ TOTALS: �:cc nm.00c ccsrl rcr i OVER-THE-COUNTER (OTC) PLAN REVIEW COMMERCIAL ( STRUCTURAL) BUILDING PERMIT CHECKLIST DESCRIPTION OF PROJECT. 6th iva/ 11;/ i*..�-t�P: A-SEOs+r?�- ` � ,L�..ne.►o.. L�e+ty+,� t.y u In� ,p.q„ Q,�( . CLASS OF WORK: _�O M- i FLOOR AREAS: �' i EXTERIOR WALL CONSTRUCTION I I TYPE OF USE: i FIRST SQ. FT. i N: S: E: W: TYPE OF CONSTR: ��� Ohl/ SECOND N SQ. FT. i PROTECT OPENINGS?: I I OCCUPANCY GRP:_ __ i 'THIRD SQ. FT. N: _ S: E: W: I I OCCUPANCY LOAD: f + _ TOTAL SQ. FT. ROOF CONSTR: FIRE RET: I I SIOR:_ HT: FT _ BSMNT: SQ. FT. i AREA SEP. RATED: BSMNT? MEZZ?a i GARAGE: SQ. FT. i OCCU.SEP.RATED: FIRE (��.� FIRE SMOKE HANDICAP SPRINKLER: `1C`a ALARM- ` !F' DETECTOR: —_ ACCESS: COMMERCIAL INSPECTION ACTIONS FOOT/FOUND INSULAI ION SUSPENDED CEILING SMOKE DETECTOR INSPECTION INSPECTION CEILING INSPECTION POST/BEAM SHEAR WALL SPRINKLER APPROACH/SIDEWALK INSPECTION INSPECTION ROUGH-IN INSPECTION MASONRY FIREWALL SPRINKLER MISCELLANEOUS INSPECTION INSPECTION FINAL INSPECTION v; FRAMING GYP BOARD FIRE ALARM FINAL f— iNSPECTION INSPECTION INSPECTION INSPECTION J cc b TYPE OF USE OPTIONS (COM = commercial: CMS = commercial manufactured structure) CLASS OF WORK OPTIONS FOR ALL PERMITS (NEW=new; Add = addition; ALT = afteration; ACS = accessory; FND =foundaboo: OTR = other; DEM = demolition; REP = repair, FPS = fire protection system, NOTE: USE OTR FOR FENCES, RETAINING WALLS, DETACHED DECKS, SIGNS, AWNINGS, CANOPIES) i:�ovrcntO doc (DST) 4/97 1 CITY OF TIGARD DEVELOPMENT SERVICES BUILDING PERMIT PERMIT #. . . . . . . .. BUP96-0442 Arl!!2� 13125 SW Hall Blvd., Tigard,OR 97223 (503)639-4171 DATE ISSUED: 01/21/97 PARCEL: IS136DA-00I01 SITE ADDRESS. . . .- 11410 SW 68TH PKWY SUBDIVISION. . . . I PERE SITE ZONING:C—P BLOCK. . . . . . . . . . . LOT. . . . . . . . . . . . . -----------------------------------------I--------------------------------------------- REISSUE: FLOOR AREAS-------------- --- EXTERIOR WALL CONSTRUCTION— CLASS OF WORK. :FPS FIRST. . . . : 0 s N: S: E: W: TYPE OF USE. . . :COM SECOND. . . : 0 s PROTECT OPENINGS?---------- TYPE OF CONST. :2-1HR " " : 0 Sf N: S: E: W: OCCUPANCY GRP. :B TOTAL.-----"--: 0 s ROOF CONST.- FIRE PET? : OCCUPANCY LOAD: 0 BASEMENT. : 0 sf AREA SEP. RATED: STOP. : 0 HT: 0 ft GARAGE— : IZI s f OCCU SEP. RATED-. BSMT?-. MEZZ?.- REDD SETBACKS-------- REQUIRED-------------------- FL-OOR LOAD. . . . : 0 psf LEFT: 0 ft RGHT: 0 ft FIR SPKL.:Y SMOK DET. . : DWELLING UNITS: 0 FRNT: 0 ft REAR: 0 ft FIR ALRM: HNDICP ACC: 131-DRMS: 0 BATHS: 0 IMP, SURFACE: 0 PRO CORR: PARKING: 0 VALUE. $ : 89968 Remarks : Fire suppression system for a three story, 60, 220 sq. ft. office building Owner: FEES ---------------- OREGON PUBLIC EMPLOYEES RET SN' type amount by date recpt 200 SW MARKET ST #700 PRMT $ 01/13/97 FIRE $ O. OCA 93ot 01/13/97 PORTL()ND OR 9720*7--0073 5PICT $ 0. 00 G,(,q 01/13/97 Phone #: 229--56,43 PRMT $ 1403. 00 B 01/21/97 97-289145 FIRE $ I.6l. ;'-`0 B 01/21/97 97-289145 Contractor: $ 20. 15 B 01/21/97 97-289145 GUn-RDIAN SPRINKLER INC P, 0 BOX 30265 PORTLAND OR 9723D Phone #: t 584. 135 TOTAL Reg #. . t 780E34 REQUIRED INSPECTIONS -------- This permit is issued subject to the regulations contained in the Sprinkler Rough— Tigard Muniripal Cede, State of Ore. Specialty Codes and all other Misr. Inspection appli—t!. iaws. All work will be done in accordance with ipproved plans. This permit will expire if work is not started within IN days of issuance, or if work is suspended for more CL than IN days. Permittee Sigikature : , Issued By : C� I I for inspection 67jj-4175 11/13/97 13:10 '0503 884 7297 CITY OF TIGARD Q002/002 Fire Protection Pern:itApplication ��� Plan Check 3 CITY OF TIGARD or Residential \t`�'' Reed ev ) Data Recd 13125 SW HALL BLVD, Print or Type Date to P.E. i-r_:`7 TIGARD, OR 97223 (503) 639.4171 Ext 304 Incomplete or illegible applications will not be ted Date;o D�"� Perm I* r. Called Ae VArUA-rli`nxl Name of Development/Prolect A���: L ; UI? j Job Type of System (Complete A or B as applicable) Address Audresti 7N 7vx,vvY A.) Sprinkler Wet ;2� Ory Name ))/^// Standpipes A Mb,ing Address Hazard Group Owner n, ,,i,r tt)fl�,,ye , ; r 7Eo Additional Ll fit' City/State "p Phone L4 Information Density 1 Q t��i�.7!t!/�1J �7Zp •cr 7 v!�•�7 Design Area, Name jpe, �r/1VL57k occupant Mallin Address ! N K.Factor C p 04e.) �� ' City/State Zip Phone Sprinkler Project Valuation $ �!r COT Business Tax or Marro# Exp, >� B.) Fire Alarm (prl Contractor Name Submittal Shell Include Battery Calculations YES L (Spm Aler or1' Individual Campvnent YES[1 Alarm Company) Malling Address, Cut Sheets zeua�ea eopf,caM c /Sloss zip Phone Fire Alarm Project Valuation $ �mrriowslcen6a State Canst.Cont.Board Lic,M Exp Date Project Valuation Subtotal (A or 8) $ wormaion for 7 e,) n 4- / % 9 7 COT databasel. COT Elusiness ax or Metro 0 Exp,Date Permit fee based on valuation $ - t 1` 1 1 ( 1775-- sae chart on back) f ) 5% Surcharge t i— name 7��1��k ,r/ItV -1 'o l ,15- billi.�+ Architect Ar.iling Address ' FLS Plan Review 40a/o of Permit $t 11 �, _ ,.I1. t r r / 7/04 ; /C,r - _ City/State ^ip Phone TOTAL ) $�i,�_ 1,r1 $) De.acnbe work A.)Newt. Addition O Alteration O Repair O PLANS MUST BE SUBMITTED,approved and a permit issued prior toinstillLon to be done Three sets of piano and site pian land vicinity rnap)required which shows locffiinn of B.) Basement O HoodNent O Spray Booth O nearest hyorent Complete O Partial O Exitway O I hereon acknowledge that I nave read thio appllcaoon,trier ne inrorr,auon g nen is - Complete that I am the owner or authorized agent of the owner,and that plans submLned re in cbmpllendle with Oreg State Lowe. Additionel Description of Work. / Ttfi( gnature of, or/A n Date J f A.)In Fxisting Building ❑ New Building Contact Person a Phone Building ' Data B•) Cnmmerual� Residential FOR OFFICE_USE ONLY; Plat# MaprTL#: � No of stories ,7, Sq- Ft. Notes -- ' Occupancy Class Typeof Construction / I,\FIRESUPR.DOC (DST) 8/98 •I 'c Flo / 07- 9C) n wood J 7 .1 J „ _ r CITY' OF TIGARD BUT[-DING PERMIT DEVELOPMENT SERVICES PF dM I T it.. � � . . . . * PLIP97-0117 13125 SW Hall Blvd.,Tigard,OR 97223 (503)639.4171 ')AFF ISSUED: 04/11/97 PPt?CF1_- IS136DA-001,01 SITE ADDRESS. . , : 11410 FW 68TH PKWY SUBDIVISION- -- PERS FITE 70NTNG.-1AUF RI_OCK. . . . . . . . . . I.-OT. . . . . . .. . . . . . . . JURISDIC1TON:TTG - ---------------------------------------------------------- PETSSUE- FL-OOR EXTERIOR WAL.I.- CONSTRUCTION- OF WORK. :FPS F T RST. 0 -,f N: c: E: W: TYPE OF USE. . . :COM SECOND. . . 0 s PROTECT OPENINGSI­­­­ TYPE OF CONST. :2-1HIR F,(A�”?2 0 . . . 0 S f N- S.- E: W: OCCUPANCY GIRP. -P TOTAL------- 0 s ROOF CONST: FIREQ RFT?: nCC(..IPONCY SA9FMFNT. : 0 s AREA SEP. RATED: STnp. : o HT: 0 ft GARAGE. . . : 17, sf ncm.j SEP. RATED: RqMT'l.- ME77? : P'�OD SETBACKS---- RE041 I Ft-OOR LOAD. . . - 0 psf I-EFT: 0 ft RGHT- 0 ft FIR SPKI...:Y 9MOV. DET. . : DWELL-ING (INTTS- 0 FRNT: 0 ft REAR: 0 ft FIR AL..PM:Y HNDICP ACC: BEDRMS: r f)THS: 0 IMP c3l.JRFACF- 0 PRO CnPR: PARK I NG- 0 VAI_UF. $ - x800 RpmArks : FIW ALARM SYSTEM (%T RIP%-4?2 FOR SPRTWLERS). lflwnar: FEFr, _---._---.-.----- PEP S type aMOIAnt by date rerpt 11410 SW 68TH AVE FIRE $ P9. 80 r,,RT 03/10F./97 97-2917SO TIGARD OR 9722? PRMT $ 1.28. 50 ORA 04/11 /97 97-293183 FT RF $ 51 , 60 ORA 04/1t /97 97-293163 Phone #: 9FICT $ 6. 4 3, ORA 04/1. 1-/97 97-293183 Cont rart at— -----____-_._---._,--------__ SASCCI 7370 SW DURHAM PT) TIGARD OR 97224 --------------------------I------------- Phnnp #: $ 216. 13 TOTAL Pog #,, .. - IOR174 ------- REQUIRED TNSPECTTONS -- This permit is issued subject to the regulations contained in the Fire Alarm Insp ------- Tinard M,inicipal Code, State of Ore. Specialty Codes and all other apolicablp lass. All work will be done in aecordapre with approved plans. This permit will expire if work is not started within IP* days of issuance, or if work is suspended for more than W days. Call for inspection 639-41795 c� ire Protection Permit Application plan Check e .YY OFT fRD l Commercial or Residential Recd By .ltd y-/ �r Sir 'GARD OR 97223 / Print or Type Date to P E."TTT�— 503) 639-4171 Ext 304 \ncomp to or illegible applications will not be accepted Cate to OST '7 Called Name of Dove lopm,9nVProject Type of System (Complete A or B as applicable) ,lob PERS meaAl"ylew; _ Dry ❑Address Address nA.) Sprinkler Wet ❑ lrd:1141O Sri Standpipes ame ?U�,,( t:Vv�II) ��Iro St. Cf�yy \ �y r n az G up/ 9 Owner Mali "Add ras— Additional ' GryrState Zip ign Are Phone Infoe sib Des rmat �1 Nana /1 / 1 K.Factor Occupant Mallt Addfeals �� U, 15 Sprinkler Project Valuation $ G City/State 1p Phons tJr l I f I C COT Business Tax or Metro w Exp.Onto B„) Fire Alarm Submittal Shall Include Battery Calculations YES Curr!ractor Name SACwCo Individual Component YES p (Sprinkler or Mailing Address Cut Sheets Alarm '13'To 6-h1 • DHV%M4kVA Rcl- Fire Alarm Project Valuation $ ,tis �U o, Company) City/State Zip Phone � �� � G> � D Poolcwiid °11124 &,L4•d 100 -- Attach Copy Slate Const.Cont.Board Lic.# Exp. at Project Valuation Subtotal (A or B) $ of 31-t6"72.0 _ Id 1 qZ Permit fee based on valuation $ Current COT Business Tax o Exp. Date -7 1 w (�o Licenses y'1(p$ ' _C.�• 3 1 °I� (see chart on back) Name 11 3f 17 5% Surcharge $ I ( � it _ Mawng Address t_ it FLS Plan Review 40% of Subtotal $ Architect i e, >_ �� � v C tyiState Zip Phone TOTAL $ Describe work A.)New O Addition U Alteration O Repair O PIANS MUST BE and s1TTE0,approved and a pereq sued h s tlo moon of Three sets of dans and SAe Dian(and vianrty map)required whrrh shows bcanon of :o be done: nearest hvarint B.) Basement O Hood/Vent O Spray Booth O i hereby aucnowtedge mut I have read-.his appi"oon”mut the information given is Complete C Partial O Exrtway O correct.mut I am the owner or authorized agent of the owner,and that plans submitted are in comaxiance wrlh Oregon State laws. 4ddrtional Description of Wont: Signature ql Owner/Agent Data � e -6- 91 A.)in Existing Building C:, New Building C✓ Contact Person Name Phone � r"y—v vv Building 4-x; 4C Data g•) Commercial Residential FOR OFFICE USE ONLY: Plat# %1(rfl L MaprrL#: No of stones: �,rn /,f / /G Sq. Ft: Z ? Notes Cccupancy Class Type of Construction itsVtresupr.doc ` CITY CF T1GA R Q TOTAL PLAN STATE cc BUILDING vAL!�ATtCN PERMIT FLS REVIEW TAX PERfl H- :F PRCJE%:7. F==S (4(31'0) (65%) 5% FEES 1-1,_CO 25.00 10.00 16.25 . 1.25 52.50 1,50'-1,500 :5.50 10.57 17.23 1.33 55.66 1,501-1,7CO 29.00 11.20 18.20 1.40 x3,8(:5 1.701-1,°�CJ 29.50 11.90 19.18 1,48 (31,96 1,901-t,' 0 31.CQ 12.-,t0 20.15 1,55 05.10 co 32.50 13.00 21.13 1.63 63.25 2.001-3,.00 28.50 15.40 25.03 1.93 8(x.86 3,C01-3,CCO X4.50 17.80 28.93 2.23 23.4G 4,C01-S,CCO 50.50 20.20 32.83 2.53 1015,06 5,001-6,000 56.:O 2280 36.73 2.23 118.56 6,001-7,000 62.50 25.00 40.53 3.13 131.26 7,C01-8,CC0 68.50 27.40 4-1.53 3.43 143.86; 8,001-9,0c0 74.50 29.80 48.43 3.73 156.46 9,001-10,CC0 80.so 1220 52.33 4.03 169.QG 10,CC1.11,CC0 86.50 34.50 56.23 4.33 181,66, 11,CC1-12,CCO 92.50 37.CO 60.13 4.63 194.26 12,C01-13,CCO S8._O 39.40 64.03 4.93 2C6.66 13,C01-14,CCO 104.!0 41.50 67.93 5?3 2-9.46 14.CO1-15,0 '0 110.=0 4410 71.83 5.53 232.06 15 110'.=•J 46.50 75.73 5.93 241_./ 11 15.CC1-17,^CC 1"?.5.3 '9..0 79.53 0.13 251._5 17,CC1-18,CCO 125.53 51.;0 83.53 6.43 269.M 13,001-19,000 134._O 53.30 87.43 6.73 282.443) S.001-20,CCO 1Ac.30 55..0 91.33 7.03 295.C6 =0,001-_1,C.'CO 1=6-.57 53.50 SS.23 7.33 307.66" 152._0 51..0 SS.13 7.:3 327.5 _ .01-_3 .000 153.: : 53.-0 103.03 7.53 '132.86 _ ,.01-==. :0 154.5) 55.30 1Ca"".S3 8..3 345.46 _4..C1-_ .. C 3. 110.43 8.53 358.CF t71r _._0 0.CO 113./.. 8. 5 ;67..^ .50 .C1 ..CO 1 i_._ 71.'0 113.5? 9.=3 376.96 _7,:C1-,3.-'C3 :2 '._0 73..0 11..50 9.27 38tZ.4U _9,'.01-_0,"x^, 1°°. 7 S.-0 12'?53 0.43 5?.5.26 CO'-3C.cco ;53.:3 77.=0 125.AS 9.:3 R()5.3Q 3u,0C1-31,0x0 197.50 79.00 129.38 _.a8 414.75 01-32.,"CO 0.50 131.50 1G.'0 424.20 X01-;'. 205. °2..J 1-Z.!. 3 10.53 433.5, J 33.001-_ ',C_0 211.00 7.15 . �.5, AA3.10 1=0.03 10.73 452...=6 CJSASCO 7370 . ,Durham Road Portland, OR 97114-?307 503-621-0190 (Phone) 503-639-49•+5 (Fax) April 3, 1997 Robert Poskin. CBO Plan Examiner City of Tigard 1312S SW Hall Blvd Tigard, OR 97223 Re: SE Job #60845 P.E.R.S. Headquarters Building 1 1410 SW 68`h Parkway Tigard, OR 97223 Gentlemen: We have attached four (4) sets of fire alarm re-submittals including floor plans for your review. Please return one (1) set with your approval and/or comments. Thank you, Per your letter of March 18, our response to the two items: 1 . The six (6) additional pull stations have been added to the floor plans. 2.. Confirming our phone conversation regarding the cost of the fire alarm installation, the fire alarm is part of our $543,000 electrical contract for this project. There is no separate breakout price for the fire alarm system. You indicated that a value of $0.72 per square-foot (or, $43,200 total for this 60,000 square-foot building) is used to determine the system valuation; however, this seems very high. Our estimate would indicate $8,900 for the equipment and $8,900 for installation labor and a total installed system price of $17,800. For your information, we attached R. S. Means square-foot information that shows a value of $0.37 per square-foot for fire alarm systems in a low-rise office building. For our 60,000 square-foot building, this would total $22,200. This is a similar price to our breakout pricing and substantially less than the $0.72 per square-foot price that you propose. Bruce Cooper Project Manager RECFi�/f=D AFI; 117 COMMI, MINT Electrical Contractors and Consultants to the Construction Industry AULMIUM CITY OF TIGARD March 18, 1997 OREGON Sasco 7370 SW Durham Road Tigard, OR 97224 RE: PERS Headquarters Building Plan Review 11410 SW 68th Pkwy PC#: 3-14c BUP#: 97-0117 Submittal documents for the above referenced project have been reviewed for conformance with the applicable 1996 Oregon Specialty Codes and Mher applicable codes and standards. The following comments are noted: 1.¢' Provide a mnnual pull station in the following locations [UFC, Section 1007.3.3.11: k. a. Area 123 (Stair#3) -b. °. Area 235(Stair#2) C. Area 220(Stair#3) d. Area 320(Stair#2) e. Area 301 (Upper Lobby) f. Area 310 (Stair#3) 2. Provido a copy of a signed bid document showing the valuation of the project. Please submit four copies of revised submittal documents and a letter indicating your response to the above comments for review. Please call me at (503) 639-4171 V you have any questions. Sincerely, Rob rt Posk;n, CBO PLANS EXAMINER IN-M"eweJ Cil 111 J 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639-4171 TDD (503) 684-2772. SASCO 7310 5W Durham Read Portland, OR 97224 7307 503-624-0100 (Phone) 503.639-494.5 (Fa,.) April 3, 1997 PERS Bldg Tigard, OR Resubmittal Fire Alarm System Including Floor Plans And Calcs We have reviewed this submitta' and confirm that it complies with the plans and ecifications. Bruce Cooper,Pro)ect Manager Electrical Contractors and Consultants to the Construction Indur try 1 I �y 7200 SERIES FIRE CONTROL MULTIPROCESSOR-BASED OUP'l INSTRUMENTS ANALOG;/FCINETCR/IIARD-WIRE FIRE ALARM CONTROL FM DESCRIPTION The Fire Control Instruments 7200 Series Ana- log/FCINET(�/Hardwire Fire Alarm Control is multiproc- essor-based and designed for commefcial, industrial, ■7zaarrn�_ proprietary, central station and institutional fire alarm ap- plications. The 7200 Series may be configured as an Ana- 1 log/Addressablc,point identified system where individual I identification of initiating devices and control points are I required, nventional hard-wired, zone•idendfied sys- tem, or ce,.,' nation of both. It meets the requirements of I N'FPA Standard 72, and is suitable for releasin° device service. i The 7200 Series is field programmable to perf)rm an unusually wide variety of functions.Inherently power lim- ited, it can accommodate 15 units of one type with a I maximurn total combination of 30 units. Units are avail- able in a wide range of configurations(Class A or Class B) for initiating device, signaling line, or notification appli- ance circuits. Designed around multiprocessors that provide and con- trol all system functions, the 7200 Series has a powerful software structure that affords true "distributed process- ing"of all system components.The system can accommo- date module placement at either a central location,or at up to fifteen (15)remote locations via the FCINET®commu- nications to provide multiplex system features. The 7200 Series control has been tested for extraordinary • FCLNET®(FCI Communication Network) environmental conditions with 6,000 volt transient immu_ Control/Remote Signaling Line Circuits nity circuits. (SLC) • Inherently Power Limited per UL 864 OPERATING SYSTEM • Suitable for Releasing Device Service • —wo Field Programmable]Modes: OPTIONAL FEATURES • r'ront Panel/Auto-configuration • 80-Character Alpha-numeric Display. • Computer • Monitors Sensitivity of A nalog Smoke • Programming Diagnostic Center Sensors 0 Non-volatile Data Storage • Drift Compensation Overcomes Effects • Distributed Processing of Aging or Environment on Sensor • RS-232 Serial Output Sensitivity • Walk Test Feature • "Dirty"and "Very Dirty"Trouble indications Class A,Sh le D or Class$.Style B • Initiating Zone Circuits • Da}"/Hite Sensor Sensitivity Setting • Class A,Style Z or Class B,Style Y • Analog Smoke Sensor Test from Panel Individually Programmable.,Notification • 500 Event History Log Appliance Circuits • Class A,Style 6/7 or Class B.Style 4 0 ADAC®Degrade Operation . Signaling Line Circuits • Alarm Verification • Selectable Anatol;Sensor Alarm Verification • Drill Test Feature • Individuall' Programmable Control Dual Rate Charger Accommodates Sealed and Power Relays Lead-acid or Nickel-cadmium Batteries 269 GROVE ST. NEWTON, MA 02166-2295 USA TEL: (617)965-2010 TELEX:94-8212 FAX: (617)965-0659 4 a The operating system resides in an EPROM (Eras- able Programmable Read Only Memory). The sys- tem's functional program, which is defined by the user,is stored in an EEPROM(Electrically Erasable And Programmable Read Only Memory), and may be programmed by either front panel switches or via a uniquely"User Friendly"computer program. Both ■raoo'-r+nr� forms of storage are noa volatile. Internal memory for the system is provided by RAM(Random Access Memory). SYSTEM CONTROL UNIT The main System Control Unit(SCU) serves as a ' basic information and control center for standard operator functions. A self-contained Programming Diagnostic Center with a two-digit,7-segment LED digital display pro- vides system operation, programming and internal trouble shooting features. An RS-232 port provides supervised output to a remote printer or video termi- nal. The power supply contains a dual rate charger capable of maintaining sealed lead-acid or vented — -- nickel-cadmium batteries of up to 34 amp/hr capac- ity. ADAC®DUAL DEGRADE OPERATION .he 7200 Series control features ADAC®degrade The Alarm Verification feature is programmable for all operation. In the event of main processor failure,the smoke sensors, analog or conventional. This allows • DEGRADE"LED will light.In the event an alarm smoke sensors that are installed in environments prone to is received,each subordinate processor is capable of nuisance or unwanted alarms to operate as follows:In the operating a general alarm program. event the sensor alarms, a distinctive alarm verification In the event of multiple or all processor failure,the message will be displayed for 25 seconds.The circuit or ADAC®mode will operate the system in a general device will then automatically reset.The system will then alarm configuration. remain in the verification mode for a period of approxi- ALARM VERIFICATION mately 85 seconds. If the sensor or anv other sensor on the same circuit alarms within this period,a system alarm will occur. If no alarm occurs within this period, the system will return to normal condition. (� WALK TEST The Walk Test feature is performed on a signaling line circuit,or zone basis and enables testing of the system by a single individual. During this test,the act of placing a ,• device in alarm will cause four pulses on the notification appliance circuits,operation of a supervisory switch will �•,= ���''-0 cause three pulses,while removal or disconnection of an a - initiating device will cause two pulses on the notification R appliance circuits. The events will be recorded on a printer,if one is installed. SELECTIVE ALARM SOUNDING —'. The notification appliance circuits on both the SCU and DSU units can be individually programmed to activate on alarm, trouble, or supervisory signal from a specific ad- -� � .: 'ressable module/sensor, hardwired zone or zones, and sound non-code,march time or fixed code signals.Cross- = zoning and"Ring by Zone"operation are ree lily accom- OPTIONAL UNITS -ANALOG The optional Keyboard Display Unit(KDU) offers an 80-character alphanumeric display and 12-key keypad to enhance and simplify the system operation by the user.The Zone Daughter board(EZD)which gives Style D(Class"A") • KDIJ is also available for remote use. capability and LED annunciator output to the EZU, and an The Analog Loop Unit(ALU)provides two(2)signaling Eight Zone Annunciator board(EZA)which gives LED annun- line circuits,wired Class A or B,Style 6/7 or Style 4.Each ciator output to the EZU unit. circuit can address 197 points(99 analog sensors or mod- Alarm verification is available in the QZU and EZU units via ules;98 monitor and/or control points. software programming. DRIFT COMPENSATION OPTIONAL AUXILIARY UNITS The 7200 Series continuously monitors the sensitivity of Additional optional units include a Quad Relay Unit(QRU) all installed analog smoke sensors to measure.,ny change and High Current Reay Unit(HRM,each containing four(4) in their sensitivity due to the environment.The drift com- individually programmable relays, each relay equipped with pensation software overcomes effects of aging or environ- "OFF-AUTO-ON" user switch and status LED. The relays in ment on sensor sensitivity giving a dependable alarm these units can also be individually programmed to energize threshold. "Dirty" and "Very Dirty" indicators are acti- either on alarm, trouble, or supervisory output from specific vated when a sensor drifts beyond acceptable limits.Sen- , .dresses/zones. sots can automatically change sensitivity with time of day A Dual Signal Unit(DSU)is available with a self-contained to be"matched"to their real-life environment.Drift com- auxiliary power supply and,two individually programmable pensation.also meets the sensitivity test requirements of notification appliance circuits. NFPA 72. A Zone Coder Unit(ZCM provides Positive,Non-interfering and Successive (PNIS) coding output and offers a choice of SMOKE SENSOR TEST optional relay operation upon completion of various rounds of Each analog smoke sensor is automatically tesLed by the the first code. system software a minimum of three(3)times per rlay.The The Remote Annunciator Unit(RAM offers thirty two(32) test is a recognized functional test of the ion sensor cham- supervised LED or incandescent lamp annunciator points and ber and photocell of the pltotoelectronic sensor and meets provision for remote switches. This unit mounts inside the the testing requirements of NFPA 72.This test will give a remote annunciator. "Test failed"indication and identify the individual sensor The Panel Bats Adapter,(PBA)provides transient protection if it fails the test. for any remotely located units.Only one adapter is required per OPTIONAL UNITS-HARDWIRED 7200 Series system. . Optional hardwired units include a Quad Zone Unit (QZU),with four(4)Style D(Class"A")or Style B(Class APPROVALS "B") initiating zone circuits, an Eight Zone Unit (EZU), UL 51869 with eight Style B (Class"B")initiating zone circuits,an UL Canada CS834 Vol l E FM OW6A5.AY i C.S.F.M. 7165-0694:174 g ht NYC MEA 62-93-E Remote Keyboard Display Unit(KDU) a E- OPERATING CHARACTERISTICS Operating temperature 320- 120°F (00-49°C) --j Relative humidity 85%(non-condensing) DIMENSIONS CAB/B 28"High,21" Wide,4"Deep CAB/C 38"High,21" Wide,4"Deep CAB/D 38"High,30" Wide,6"Deep j f!I FIRE CONTROL INSTRUMENTS, Inc. ORDERING INFORMATION Part Number Model Description Beige Red Beige Red 1100-0984 1100-0985 SFTR/B SFIRBR Serni-Flush Trim Ring,(CABB) 1100-1085 1100-1086 SFTR/C SFTR/CR Sctni-Flush Trim Ring,(CA.B/C) 1100-1109 1100-1110 SFTR/D SFTR/DR Semi-Flush Trim Ring,(CAB/D) 1100-0295 1100-0296 RHBS RHRS Remote KDU housing,surface mount 1100-0297 1100-0298 RIIBF RHRF Remote KDU housing,flush mount ORDERING AND TECHNICAL INFORMATION Part Number Model Supe. Alarm Description Current Current 1120-0468 PSU .012 A. .018 A. Power Supply Unit 1120-0466 ACU AC Line Voltage Input Unit 1120-0495 XFMR Transformer Assembly 1120-0469 SCU .050 A. .260 A. System Control Unit 1120-0470 QZU .027 A. .062 A. Quad Zone Unit • 1120-0474 EZU .045 A. .086 A. Eight Zone unit 1120-0475 EZD .002 A. .009 A. Eight Zone Daughter board,(for Class A wiring) 1120-0511 EZA .002 A. .009 A. Eight Zone Annunciator board 1120-0503 ALU .020 A. .032 A. Analog Loop Unit 1120-0541 DIU .017 A. .072 A. Distributed Intelligent Unit 1120-0512 KDU .050 A. .057 A. Keyboard Display Unit 1120-0471 QRU .004 A. .023 A. Quad Relay Unit 1120-0477 HRU .004 A. .034 A. High-current Relay Unit 1120-0476 DSU 025 A. .075 A. Dual Sional Unit with two(2)notification appliance circuits and auxiliary power supply. (Order XITIR transformer separately) 1120-0499 ZCU .001 A. .037 A. Zone Coder Unit 1120-0479 RA .018 A. .007 A.* .075 A.** Remote Annunciator Unit 1120-xxx RAU-FV .015A. .040 A# Fire Vac®III/7200 Series Interface Unit 1120-0518 PBA -- Panel Bus Adapter per LED —' ** per incandescent lam i #add .002 A./ckt. CD w J specifications are provided lot informabon only and Ara believed to be accurate However,no responsibility is assumed by Fire Control Instruments,Inc for Ihdir use specifications subtetl to change without notice. 269 GROVE ST. NEWTON, NIA 02166-2295 USA TEI : (617)965-2010 TELEX:94-8212 FAX: (617)965-0659 TM 7200 SERIES U� w FIRE CONTROL QZU-EZU-EZD-EZA INSTRUMENTS QUAD/EIGHT ZONE UNITS EIGHT ZONE DAUGHTER/ ANNUNCIATOR BOARDSIs FM �Et I tea iii QZU �/ EZU r i3 i C EZD EZA ,'.ESCRIPTION The Quad Zone Unit(QZU)provides the 7200 Series Fire Alarm Control Panel with four(4)Class A,Style D • or Class B. Style B conventional hard-wired zone initiating circuits. Each circuit is field programmable for waterflow detection/supervisory monitoring on a common multi-level detection circuit.Each circuit also provides verification capability for two-wire smoke detectors. The Eight Zone Unit(EZU)is similar to the Quad Zor,,Unit(QZU),except it provides eight(8)Class B,Style B conventional zone initiating circuits.Class A,Style D wiring return connections are made to the optional Eight Zone Daughter Board (EZD) which contains end of line devices and is mounted between the backboard and its associated EZU. The QZU initiating circuits each contain a red"ALARM"LED and a yellow"TROUBLE"LED,along with a supervised, power limited LED annunciator output for each zone. The EZU likewise contains "ALARM" and "TROUBLE"LED's,while supervised power limited annunciator output from the EZU circuits is available via an associated Eight Zone Daughter board(EZD),or Eight Zone Annunciator board(EZA).The EZA does not contain Class A circuitry. Each initiating circuit also incorporates a zone "DISCONNECT' user switch, for individual initiating circuit control and programming functions. The QZU and EZU will accommodate FCI SBS,301,CPD,and PSD series two-wire smoke detectors.See the 7200 Series Installation/Operating Manual P/N 9000-0176 for a list of FCI approved, compatible, UL Listed two-wire smoke detectors and the quantities that can be accommodated per circuit. Pluggabie terminal blocks are provided with each unit for the connection of field wiring. These blocks will _ accommodate wire sizes up to 12 AWG. The QZU and EZU each occupy a frill-unit size space in the cabinet,and mount in any available module position below the SCU System Control Unit. vl TECHNICAL AND ORDERING INFORMAT;ON Part No. Model Supervisory Alarm Descripfial Current Current LD 1120-0470 QZU .027 amp, .062 amp. Quad Zone Unit J 1120-0474 EZU .045 amp. .086 amp. Eigh:Zone Jnit • 1120-0475 EZD .002 amp. .009 amp. Eight Zone Daughter Board 1120-0511 EZA .002 amp. .009 amp. Eight Zone Annunciator Board 9peciflcabons are provided for Information only and are bailevee to be accurate.However,no re,--isiblllty is aasuned by f.a Cont mi Instruments,Inc.for C%elr use $peefficatinns subbed to change withoul notice 269 GROVE ST. NEWTON,MA 02166-2295 USA TEL:(617)965-2010 TELEX:94-8212 FAX: (617)965-065^ 9020-0293/05-95 BULLETIN B-301/08-93 TM MODEL B-31 ra FIRE CONTROL RECHARGEABLE BATTERY INSTRUMENTS 12 VOLT-31 AH DESCRIPTION The model B-31 battery is a scaled lead calcium, maintenance-free battery with a. fully gelled �^ electrolyte in a polypropylene case. This battery will not leak or spill even if left upside down for extended periods of time. — CHARGING VOLTAGE Float 13.5- 13.8 VDC Cycle 14,4- 14.8 VDC TECHNICAL SPECIFICATIONS Nominal voltage 12 volts Nominal capacity 31 AH(1.55 amps. @ 20 hr.rate) Terminal type "L"blade with clearance hole to accept V4"bolt. Operating Temp.Range Discharge -76°F to +140°F (-60°C to +60°C) Charge -40 F to +122°F FEATURES (-20°C to +50°C) • Long life Dimensions (±.20) 7.75"L,5.18"W,7.30"H • Completely sealed Weight 24 lbs • Charge and discharge in any position ORDERING INFORMATION • Low self discharge Wart Number Model • Maintenance free 100-2610A B-31 Discharge Curve (Long Duration) 13 last llst Lj 10 y 10.54 4.94 2.84 1.554 a 9 18.5A rL, 8 3/A > 7 80A F- 8 1404 I `~ 5 w 4 t t co 0 - LL, 10 20 4060 2 4 8 810 20 40 802 4 8 810 20 -' SECONDS MINUTES HOURS 0 specificatlons are provkted for information only end ere believed to be accurate.However,no responslblllly Is as.umed by Rre Control Instruments,Inc.ibr their use. Spe.1Hcatlona subject to change without nonce. 269 GROVE ST. NEWTON,MP USA 02166-2295 TEL:((!-1)965-2010 TELEX:94-8212 FAX:(617)965-0659 9020-0025 1M s FIRE CONTROL COMMERCIAL INSTRUMENTS FIRE ALARMS Model 5104 Fire Control Communicator FEATURES • UL 864 Listed for NFPA 71 • Can be Used Stand Alone or as a Slave Communicator • Four Fully Supervised Inputs • Downloadable for Remote Programming.Control and Monitori.lg • Fuseless Overi-lad Protection with Automatic ` Reset Circuitry and Fault Indicators • Dual Phone Line Interface • Automatic 24 Hour Test ®Reports in SIA and Most Major Communications Format; 5104 DESCRIPTION The Silent Knight Model 5104 is an 4-zone fire control The Model 5104 conducts an automatic self-test every 24 communicator It is designed specifically to offer digital fire hours—at a time you select—and sends a report to the central reporting over ordinary telephone lines rather than costly station. It uses the industry standard SIA reporting format as leased lines. well as other mayor formats to transmit to most central station receivers. The Model 5104 is approved for use in applications required to meet UL 864 and NFPA 71 requirements. These requirements The communicator will signal activation and restoration and include the monitoring of local evacuation controls. The 5104 trouble conditions on any of the four inputs. There is one Style will monitor dry contact alarm and trouble outputs and transmit D (Class A) input, and three Style A (Class 13) inputs. If an a separate code for each. application requires a different input configuration,the individual input styles may be changed by using a Model 7181 Fire Zone The Model 5104 can be used stand alone to monitor sprinkler Converter Module. The 7181 also allows use of two-wire type systems for waterflow, supervisory, and gate valve tamper smoke detectors, instead of the normal four-wire contact type, conditions It can also be used stand alone for eutomatic fire for automatic fire detection applications. I detection system for structures that are not required to have a fire alarm system but want property protection (to call the fire A single. programmable output is provided for alarm or dialer department after hours). failed conditions. This output cannot be used for evacuation purposeF J The Mcdel 5104 is fully supervised Its m croprcces:;orconstantly rograms to monitor AC,standby battery,zone inputs,and Fuseless electronics provide built-in overload protection with fephone line connections. If a fault condition is detected, automatic reset that eliminates the cause of most field it sounds a Iccal trouble audible and reports the condition to the service calls. ventral staticn If one of the telephone lines faults,for more than 45 seconds. it will automatically switch to the other to report the failure. • FIRE CONTROL INSTRUMENTS IONIZATION ISMOKEDETECTOR FM DESCRIPTION The SBS-1101 dual-charreberionizationsmoke de- tector is specifically designed to meet the perform- 4, once requirement:, of fire deteedon/alarm systems. This detector uses a state-of-the-art unipolar sensing chamber. The detector is designed to provide open arca detection and is compatible with FCI fire alarm control panels.The detector operation and sensitivity can be tested in place. The detector has an LED which flashes every ten seconds indicating that power is being applied to the detector. The LED lights steadily when the detector is in alarm.A remote LED annunciator is available as FEATURES an optional ,ccessory. . Unique Dual Unipolar Sensor Provides The S jS-1101 detector includes a tamper-resis- exceptional StabWty tant feature that,when used,prevents removal of the . Built-in Tamer-resistant Feature detector without the use of a tool. P Sensitivity testing is performed by inserting a tool • Built-in Test Switch into the recessed test switch opening. . Built-in Visual Alarm Indicator Field teetering of detector sensitivity may be per- . Remote LED Option formed with the aid of a voltmeter and test kit Part No. 119-9010N. • Compatible with FCI Control Panels • Field metering of Detector Sensiti-ity • Removable Insect Screen and Cover for APPROVALS Field Cleaning • Sealed against Dirt,Insects,and Back U.L.(STD 268) S911 Pressure C.S.FM. 7271-0694:145 . Insect-resistant Screening FM 0Q7A3.AY (.020"/.508nrm Openings) NYC BS&A 1539-88-SA • Convenient Terminal Strip Wiring TECHNICAL SPECIFICATIONS Nominal sensitivity 1.5%/ft.obscuration Operating voltage 8.5-35 VDC(24 VDC nominal) Standby current 100 uA maximum Operating temperature 320 tt, 120°F, (00 to 49°C) Operating humidity 10%n to 93.0 relative humidity r Air velocity 1,200 feet per minute max. 1 Altitude 10,000 feet Constuction Off-white f ame-retardant plastic Diameter 5.5 inches(14 cm) ~ height 3.12 inches(8.0 cm) Weight 0.7 lb. (3 10 gm) m c.� ORDERING INFORMATION Part Number- Model Description 110-3105) SBS-1101 Ionization Detector 269 GROVE ST. NEWTON,MA 02166-22.95 USA TEL:(617)965-2010 TELEX:94-8212 FAX: (617)965-0659 9020-0245/12-95 GENTEX SERIES Photoelectric Open Area _ 1 Smoke Detector 4-Wire Detectors For Low-Current J. 24 VDC Fire Alarm Systems 6240 Series Standard Features • 2 Year Warranty from Date of Purchase Applications • Nominal 2.5% Sensitivity • Functional Test Switch--Patented Three Position Test The Gentex 6240 Series of low-current photoelectric • 5-to-1 Signal-to-Noise Ratio detectors is specifically designed for commercial, • Pulsing LED Sensing Chamber industrial, and institutional applications including hotels, • Shrink Wrapped to Prevent Contamination motels. dormitories, and other multi-family dwellings. During Installation 6240 Series detectors feature a unique circuit designed • Fully Insect Protected•Solid-State LED Condition to dramatically reduce current consumption in standby Indicator 4d alarm. Engineered to provide outstanding perfor- • Ouick-Disconnect Wiring Harness lance wherever reliable fire protection is required, the • Mounting Hardware Adapts to All Standard 62.40 Series offers an extensive range of detectors Junction Boxes which are compatible with UL Listed 4-wire 24 VDC • 1 00P Standby Current Drain control panels from leading manufacturers. • Protective High Air Velocitv Gasket The Gentex 6240 Series provides an exclusive • Maintenance Washing Program patented three position test feature that simulates a .850,10 and 3.21116 actual smoke condition in full compli- ance with current NFPA 72 and UL 268 Standards. Standard on all models is a Form A contact for connection to the system initiating circuit and an auxiliary Foim C dry contact for remote annunciation. 1 Options include: UL 268 `" • 135'F Local Thermal (T) • 1351F Isolated Thermal (H) Americans with Disabilities Act(ADA) • Reverse/Local 90db Piezo (P) BFP • Self Restoring Smoke Detector(Y) BS+A/MEA#928-84-SA Ali designed to meet your Specific Application CSi-M Listing#7257-569:108 MSFM Listing#1929 V) Requirements. NFPA 72 Available Models 1 UL 268/UL 1638 MODEL VOLTAGE OPTIONS NUMER Integral isolated reverse/ self- 135 F 135 lOca190df3 restoring thermal thermal piezo t 90de piezo li I 24VOC 52a�i 24VDC 824r,P 24VDC 62•IOPH i 24VOC 624OPY 24VDC • F321rOn-IY I 24VDC • r �v UL FIRE CONTROL NOMS SERIES N-CODED,MANUAL INSTRUMENTS IFIRE ALARM STATIONS FM Model MS-2, MS-21-1 The MS-2 manual fire alarm stations are double action devices.These stations requires that the outer door be lifted to expose the actuation door which is then pulled forward to operate the alarm toggle switch. The actuation door is now locked in the readily observable"alam,"position. To reset the station, a key ( common to FCI controls panels) must be inserted and curried 1/4 orrn clockwise, _s . opening the station. Closing the station resets the switch MS-2*� M: automatically. _J An optional br-akglass rod is available for positive indi- cation of station operation. PUIA Model MS-2P (Presignal) Operation of the Model MS-21'presignal station is simi- lar to that of the MS-2,with the addition of a key-operated FIRE switch mounted on the lower door.This switch may be used ALARM for"general alarm"signaling. PULL Model MS-2L, MS-2LP (Institutional) MS-6 Ms-ws Operation of the Model MS-2L institutional station re- -1 FEATURES quires that a special key be used to release the actuation door before it can be operated.This lock may be keyed as . Single and Double Action Versions required by the particular application. The MS-2LP fea- tures an additional key-operated switch mounted on the • Tumbler Lock for Test and Reset Keyed lower door. alike with FCI Controls Model MS-2-D (Multiple Contact) • Positive Indication of Operation over The MS-2-D features a DPST switch for multiple signal- 180 Viewing Angle ing via wire lead connections. a Surface or Semi-flush Mounting (MS-2, Model MS-6 (Single Action) MS-6) The MS-6 station is a single action device,requiring only • Shock and Vibration Resistant the pulling of the action door to release the compressed • NEMA 3 Weatherproof Version button switch.It is available either with terminals(MS-6T) (MS-WS) or wire leads(MS-6). The station resets in the same manner as the MS-2. The • Institutional Version (MS-2L) reset key is common to FCI control panels. • Institutional Presignal Version Model MS-WS (Weatherproof) (MS-2LP) The surface mounted cast aluminum MS-WS station has * Presignal Version (MS-2P) a protective hood over the actuation door which offers Optional "FIRE SUPPRESSION genuine NEMA 3 weatherproof construction. The pull P door is held in place by a breakglass rod and extends below SYSTEM RELEASE" Markings ►— the body of the station so it can be pulled outward to operate (MS-21-11) even if ice coated.The reset key is common to FCI control • Optional bPS'T Switch (MS-2-D) m panels. The surface mount backbox is threaded for 1/2-inch __J' conduit fittings both on top and bottom. • t Specifications are provided for Information only and are believed to be accurate.However,no responbibllity Is assumed by Firs control Instruments.Inc.for their wa. specifications subject to change without notice. 269 GROVE ST. NEWTON,MA 02166-2:.95 USA TTL: (617)965-2010 TELEX:94-8212 FAX:(617)965-0659 9020-0358/05-96 C00 FIRE CONTROL 600 SERIES FIXED TEMPERATURE INSTRUMENTS AND RATE OF RISE ► HEAP DETECTORS DESCRIPTION The 600 series heat detectors provide reliable dual- action detection in an attractive low-profile package that protrudes only 1 3/8" from the ceiling surface. Smooth, pleasing contours and an all white finish , blend in with mast Lciling designs. The rate of rise /,•"" feature detects fires that grow rapidly in intensity by ' quickly res gond;ng when the rate of temperature rise exceeds 15 F9°C ( )per minute. 'ITtc fixed temperature clement operates rode- pendently of the rate of rise feature and uses a fusible alloy. W;ien activated, the external heat collector drops away to provid-quick visual confirmation that the element has oreratrd. A patented revers;.ble rnounting plate is supplied with each detector 1n one position it attaches to a 3 1/4 or 4-inch octagon box or 3 plaster ring. In the other position,i,can be used for open wiring without junction boxes.The different models are marked with unique paint schemes on the heat collector. The detector is 4 9/16" diameter by 1 3/8" high FEATURES flush mounted,and 1 9/16" high surface mounted. • • Attractive Low Silhouette Design APPROVALS • Easy to Install U.L.(Std 521) File 52332 • Dual action - uses Two, Independent F M. App-oved Detection Methods C.S.F.Ai• 7270-006I:005 NYC BS&A 6-87-SA • 2-circuit Models Available APPLICATION INFORMATION Model Description Max.spacing allowed Marking Code 601,621 Comb. FT+ROR, 135°F(57°C) 50 x 50 ft(UL) 30 x 30 ft(FNI) None 602,622 Comb. FT+ROR,200°F(93°C) 50 x 50 ft(UL) 30 x 30 ft(FM) Gray ring 603,623 Fixed temp.only, 135°F(57°C) 25 x 25 ft(UL) 20 x 20 ft(FM) Gray spot 604,624 Fixed temp.only, 200°F(93°C) 1.5 x 15 ft(UL) 15 x 15 ft(FM) Gray spot&ring ORDERING INFORMATION AND SPECIFICATIONS Part No. Model Description Contact 7`t'pe 1 15-11120 60 L Comb. 135° FT+ROR SPST 1 15-11220 621 Comb. 135° FT+ROR DPST 115-1412C 602 Comb. 200° FT+ROR SPST 115-1422C 622 Comb. 200" FT+ROR DPST 115-1114C FT 135'only SPST 115-1124C 623 FT 1350 only DPST 115-1414C 604 FT 2000 only SPST • 115-1424C 624 FT 200°only DPST All contacts rated 1.0 ampere @ 6-28 VDC Specifications are provided for Information only and are believed to be accurate.However,no resoonslbility is assumed by Fire Control Instruments.Inc for their use Specifications subject to change without notice. 269 GROVE ST. NEWTON, MA 02166-2295 USA TEL: (617)965-2010 TELEX: 94-8212 FAX: (617)965-0659 9020-0036/12-95 DUCT SMOKE DETECTOR HARRINGTON ` RW-024 SERIES ,4NkHarrington Signal Co. 2519 4th Avenue, P.O. Box 590, Moline, Illinois 61265-0590 Phone: (309) 762-0731, Fax: 309-762-8215 PRODUCT" DESCRIPTION The RW Series duct smoke detectors provide early detection of smoke and products of combustion present in air moving through an HVAC duct. These devices are designed for prevention of smoke recirculation in areas by the air handling systems. Fans, blowers, and complete systems may be shut down in the event of smoke detection. The 24 volt models will operate on 24 volts A.C. or 24 volts D.C. The device may utilize a photoelectric or ionization detector head. Each of the devices contains (2) form "C" alarm contacts and (1) Dorm "C" trouble contact. V isual indicators, pilot and alarm,are mounted on the housing front for status indication. A Nlaae In V.S.A. manual test/reset switch is provided on the front of the detector. 0-1UNDERWRITERS' LABORATORIES Air sampling is acromplished by two tubes LISTED PATENT PENDING which protrude into the duct. An exhaust tube of one standard length (7.5") is provided with the detector housing. Intake sampling tubes, which must be ordered separately, are supplied in three standard lengths. Duct mounting is accomplished by the use of a template and 4 sheet metal screws, which are provided. k"P J-116 C-1-11.Lid Mr Prndu II L C-m Itah.LJ %a Pruduclr L L'anuaq.Ltd Ad PIUJ4t It A Cnnvah Lid Art Prddup-i Can vah,Ltd \a PICJ.111 A t'ralrolc,Lid W r J-116 CnnuoN.I IJ • Less Labor Intensive • Rugged Steel Backbox With Plastic Cover • Visual Indication (LED) on 300 angle • Installation Without Cover Removal • New UL 268A Listing • Built-In Power Supply • Field Sensitivity Adjustable • Installation Template Included • Factory Set Tuhe Alignment • Large Terminal Connection Screws is 24 V.A.C. or 24 V.D.C. 9peration • Power Supervisory Relay Included • Two Independent Form "Crt Alarm Contacts Standard • Interchangeable "Plug-In" Photoelectric or Ionization Heads • Compatibly With Building Automation and Fire Alarm Systems • Dust Filtering Included in Detector Head • No Additional Screens or Filters to Clean • Only Three Standard Tube engths Required PRINTED IN USA REV., ,•tee FIRE CON]90L INSTRUMENTS *ew UL 1971, Constant Flash Rate, Low Current SERIES ❑ GX-90 ❑ GXS 0 GX-90S 'i _ =L d Remote Audible Signal ;emote Visual Signal with Remote Audible/Visual Universal Moulting Plate Signal Meets Code Requirements for Supervised Systems The GX Series are high quality remote faceplates permit attractive flush The GXS Series and GX90S Series, at signaling devices that offer both audible mounting. 12 and 24VDC have minimaleak alarms, visual aiarms, or a combination c.1The GX Series with the 15175 , 30/75 operating current and only a momentary both. and 110-1cd models meet or exceed the start-up cUrrent,while the 1 Hz flash rate e GX Ser'es are available in Fire requirements of e.28.3 of Cie ADA. All appliances have a minimal peak operating IRRed or Cff-'f/hite faceplates with a models are listed for both filtered and current normally less than a 17 percent d grain finish. These plastic unfiltered power. increase frcm nominal operating current and minimal star.•uo current. AVAILABLE MODELS Notes: Comoined Rated combined Rated All 24 VCC mccels operate from 21.30 VOC current Current Light Draw I Draw 0 Max I Peak •20+10 'o Nominal Intensity Nominal Operating Flash db® All 12 VDC:ncc!ls operate from 10.16 VOC Model x Voltage In Candela Voltage Voltage Rate/Min. 10 ft 24 VOC moCe!s gave the followingstart-upCurrent =X90.2 12 voc — 12mA I 12mA 90 GX90•4 2;vOC — 1WI 18ma 90 1 0 24VDC15cd 1IJmA 1 flash per sec • 15JUd 130mA (wall) GXS•2.15.1 i2'70C 115 i 113mA I 113rrA 60 — • 151i5C: 1JOMA (Ceiling) GXS•2.15i75 '2 VOC 1151UL 1971) I 209MA I 240rMA I 80 ( — 30/75c.1120mA 175 IUL 16381 110cd 1J8mA 1 flash per sec QAS--t 2='70C 15 i 69mA 5o — 24 VOC mcCe!s.nave the following peak GXS-4.l5175•W 2.1 15(UL 1971) I 105MA 87MA 60 — , . 175 1 U 16381 operating Cir,.. 4 cJVOC; 15cd 84mA 1 flash per sec =X5.4.30775-r7 24 vOC 30(UL 197 1) 112MA 114r„A 60 — 15/7.-c., 110mA (wall) 175 UL 16381 I I I 15i7.-cc 125mA (ceiling) GXS-4-15175-C 24 VOC 151UL 1971) 120MA 100MA � 60 — 30/75c: 160mA (wall) I15(UL 16381 I 1 I 110cd 2»0MA 1 flash per sec GXS-4.110.1 24 70C 1110 1 220m1 1 179rnA I 60 Gxs-120.177 120 VAC 1177 1 400mA I — 60 GX90S-2.15-t 12 /CC 115 115mA 96MA 6o 90 GX90S•2.15,75 12 /QC 15 IUL 1971) 219MA 228mA 60 90 �_� 175(UL 16381 I I ---- rxgOS•4.15.1 2-Vac ,is i 93mA 87mA i 60 90 Approvals GX305.4 15,75 r7 24'/CC 115(UL 19711 120rrA 105ma I 60 90 • ADA 75 1UL 1638) I • BFP GA20S-4.35,7:-,1 24'/Cr !301UL 1971) 157mA 132mA 60 g0 • BS•ANIEI=_?_•gi•� 175 UL 16381 I I I G'^^ 15.75 : CS 15 iUL 1971) 1JSmA I 11er.. —�0 90 CS�i�1'I SC:rq135.569.113 75 WL 1631 1 L vnr;7120.569 11J Z_ iCC 11U I 235mA I9'r. 60 90 • UL 464.UL IVI.UL 1639 WHEN PLACING AN ORDER:add the folloviing to the end of the mcd'z! number - umrbe • ULC For strop? cr._ ^iyi jAl(Orders) t 1 '4'I” - '!'/all m:_ and (�p1/'-Red faceplate 'P" = Plain fn,; .. ,nqi =Off-White faceplate C' = Colling me. 15.75 models only) M1,r1 IInOM,1q M•1 p0YC1•IIOr'00•,• • T•.Iwl a n tsl.e ar 0 -- FIRE CONTROL INSTRUMENT'S • Multi-Tone w/High and Low Tone Selection SERIES With Code 3 Temporal Pattern 4" Electronic Horn GOT or GOS Series Applications 4"multi-tone electronic horn and horn/ changeable from the 800Hz alarm signal strobe that meets code require...cnts for to any other tones by removing selected supervised fire afai,nsystems forthehear- jumper plugs. Changing from low sound GOS GOT ing impairec ana ADA, and other audible output to high sound output does not signaling code requirements to include prevent reverting back to original tone at Apprdvals code 3 temporal pattern, a later date. All units are shipped from the The GOT:GOS series are qualityelec• factory in high output and in the steady !tunic signaling appliances that offer you- alarm mode. both Cepencaole evacuation, trouble or The GOT/GOS series are designed to ? L distinc::ve signais and visual a!arms ura be used for both new construction or combination of t)oth by simple terminal retrofit projects by easily mounting to 4" wiring. The GOS series can also be wired electrical boxes or 2 gang old work boxes - Americans with Disabilities Act to have independent operation of both (see back for ce:ails). (ADA 4.25.3) horn anrc strobes. (See wiring diagrams). All GOT/GOS acpliances are UL 464/ - SF? (Pending) City of Chicago This can be sirroiy done by removing two 1971 listed for use with fire protective • EISA/MEA "412.91-E (Pending) jumper plugs located on cir�ult board, systems and are warranted for 2 years • CSFM '135-569:11S (Pending) (S,-e irs;allaticr, marual for details.) from the date of pure^ase. - NFPA 72 0 GOT GOS series are easily field - UL 464, UL 1971, UL 1638 Standard Features • Selec:aclefrecuencyout out. • Textured finis` high im„ac: plastic • 15r7�--cardelastrobeoption(GOS24-15/ • Lew current ccnsurnpticn. fact:ciate. 72). sleets.ADA,'.29.3 requirements. • W!ce voltage range. - Wide variey of mrunrrg opn.'cns for new • 30ir5 ca-ceia strobe option on GOS24- • Sc. ter-irals, secarate iricut wiring construc:icn and retrofitapcllca;ions when 30r77:. ,stea:;new NF?A requirements opticn,'crzctflhcmardsircbE-(122Caug_r). trim plate is 'usea. fcrsirgle':isualand AOA 4.28.3require- MuLlole :c:-,es to select from: - Supplied with ceau t plugs to ac:ornm ments. 80C H: SIC"v whoop date a varier/ of invailations. - All 1,Ccs -cde!; exceed requirements •24CC Hiz • ECO/1000 H:alternating • Xenon Strote maintains c-.rstart flash of 4.25.a.'w,e ADA. •Chtrne • Sr,r$r rate (1 per sec.) re^,artless cf Input%olt- - UL listed fcr fire crotective Low t8 v `!ign do se!ectable. ace. ser4ice.s:7-a for hearing impaired. T emccral pa::ern or continuous tone at • Fiush or serni-flush mounting without the 800 and 2400 Hz need of a trim ;late. available Models j Stratie Rated Slraoe Rated ; Current Curr!nt ! light Effective Z Nominal a Ma:imurn ; Madel Operating Flash I Intensity In Operating Operating Num Def Voltage RateuMin I Candela Voltage Voltage i dS ID10 FI. _=!/!rle Se!9ev!!se 1C: 1 I l I 2'•3o 60 1 15 73--- 9r,: ag i i032�-15;i(Nah 2! 30 60 115(UL!9, "MAI q5 I i 75(UL 16391 Y. .!c?"nyl 2'•30 6u 15(UL 19711 '2:m� 1o5rrA g5 1 75(UL 1638) , 2' 30 60 75 IUL 16331 g5 .. _ .. •?no'_!a udrs hTr!1 S,an•UO:urn} 1_,• 71 !:ail :?•a',..r.c I 1 7°:ancea units lave a start uc current r! r 19r^= 15,-,5:anC!13 onds nave a stan•,o currvit 26,75:1nCv,pmts Aa'" a Staf:•W_current 1t :3nava umu na':e a van•uu:un!nt it 1-a,na;i ' ttas•n afal:urate r.acp hprn and strap!C4/rents:ogvr er yC,I p,_AC NG AN OADEA:ado th lowing to the?ltd of the rnoc? ^umc?• -9m Series 43T AC Vibrating Bells Wheelock's alarm bells offer low power consumption with high sound output AC indoor or outdoor vibrating models avail- able in 4", 6" and 10"shell sizes. Standard mounting options are provided for conven;ent installation. Features 6-inch 10-inch • Approvals Include: Underwriters Laborato- Bell Dell ries (UL), Factory Mutual (FM), California State Fire Marshal (CSFM), New York (MEA) and Chicago(BFP)on all models. c • 4", 6" and 10" shell sizes in 115 or 24-volt AC models. 'y: '' �• • Mounting options for semi-flush, surface, con- cealed on cealed conduit, and outdoor installation. Pf ,.'�` • Integral RFI suppression minimizes induced noise on alarm lines. • Polarized for AC supervision of alarm lines. ec S ifications and Ordering Information • Screw terminals permit easy in-out field wiring of p g 412 to 1,18 AWG wire. Model Order Shell Input Input dBA @ Mounting" Number Code Size Volta a Current 10 feet Options 43T-G4-24-R 3781 4' 24 VAC 0.410 85 43T-G4-115-R 0688 4' 115 VAC 0.085 85 D,R 43T-G6-24-R 1627 6' 24 VAC 0.410 86 J,K 43T-G6.115-R 1631 6' 115 VAC 0.085 86 R,S 43T-1310-24-R 1647 10' 24 VAC 0.410 88 43T-G10-115-R 1651 10' 115 VAC 0.085 88 NOTES Consult Customer Snrvice for Availability 1. Typical dBA at 10 feet is measured in an anechoic chamber. 2. All models are provided with in-out st.Nw terminals. 3. Each bell mechanism is adjusted to operate only with the shell provided Do not mix shells and mechanisms dur- ing installation. Refer to Data Sheet+57000 for mounting options or catalog page 34. SEE PAGE 4 FOR GENERAL AND TECHNICAL NOTES. Series MB Motor Bells Wheelock's Series MB motor bells provide a better engineered motor bell for fire and life safety alarm systems. A number of improvements have been built into the Wheelock Series MB bells line, including higher CIBA, low current draw, built-in trimplate for semi-flush mounting, low frequency aluminum shells, and low FIR noise. The motor for Series MB bells is a durable, high torque, permanent magnet motor selected for its high performance and long life. Features • Approvals Include: Underwriters Laboratories UL, Factory Mutual (FM), California State Fire Marshal (CSFM), New York (MEA)and Chicago(BFP)on all models. • High sound output with low current draw. • Lew frequency aluminum shells for better audibility through walls, doors, and other structures. • Both 6"and 13"shell sizes in 12 or 24 VDC models. • Integral RFI suppression to minimize induced noise on the alarm lines. • Mounting options for surface, semi-flush, out- specifications and Ordering Information door, and concealed conduit installation. • Built-in trimplate makes semi-flush mounting Model Order Shell Input Input d8A @ MDunt(n " simpler and less expensive. Number Cade Size Voltage current 10 Ft . Options • Screw terminals permit fast in-out field wiring of VOC #12 to k18 AWG wire. MB:G6- 3942: ;€;'6>:ii :ai12 -0.- I-- Polarized for DC supervision of alarm lines. MB-G6-24-R 3941 6' 24 0.030 D,E,J • Operate on filtered or unfiltered DC. - MB-G10.12 R ;`3944'. °".1D� 2. `.0.060 92 K,R,S m For combined audible (bell) and visual signaling, M13-1310-241----- 3943 10' 24 0.030 convenient retrofit plate assemblies are available NOTES LLr with 15, 15/75, 30, 75 and 110 candela strobes 1. Built-in trim plate eliminates need for SFP plate. -� (Refer to Series LSP/LSPM/MSP/ISP/HSP/ 2. Typical d9Aatloft.ismeasured inananechoicchamber, HSP W Strobes ler specifications and technical 3. All 12 VDC motle!s are LIL rated for 9 0 to 15.6 VOC and au 24 VDC models lot 18.0 to 31.0 VDC. All DC models p can be used with filtered and unfiltered(full wave rectified)voltage. information). .. Refer to Data Sheet•S7000 for mounting options or catalog page 34 SEE PAGE 4 FOR GENERAL AND TECHNICAL NOTES. W�e0ej 0 c 19 i • °1� FIRE CONTROL SNAC PPLEMERY INSTRUMENTS SUA PPL ANCECIRCUIT PAN L"N FM DESCRIPTION The Supplementary Notification Appliance Cir- cuit Panel(SNAC)provides two(2)Class A,5.yle Z or Class B, Style Y notification appliance circuits, each with a cArncity of 3 amperes, These circuits may be independently or group activated by connection to existing su;)ervised or unsupervised Class A or Class B notification appli- ance circuits with operating voltages ranging from R VDC to 32 VDC.Either non-coded operation,coded operation,or a combination of both is possible. The SNAC operates from either 120 or 240 VAC input and contains its r✓wn batter;charger,enabling it to be located remotely from the main fire alarm control panel. The charger is capable of riaintaining a set of 7 A/H batteries. It is supervised for ground fault,overcurrent,open circuits and low battery. Ground fault• battery and circuit trouble condi- tions in the SNAC automatically open the main panel notification appliance circuit used to activate the FEATURES SNAC,Thus trouble signals are automatically trans- • Switching Technology Power Supply mitted to the main panel.The ground fault detection • UL Listed for use with any FCI or circuit may be disabled via a programmable jumper. The unit cuntnins a set of dry, Trouble actuated other IJ.T Listed Fire Alarm Control Form "C"contacts, rated I amp. @ 24 VDC(resis- • FM Ap -eyed tive).Transfer of these contacts for AC power failure • Versatile Operation is delayed for a period of ten(10)hours. a High Current Output A power limited non-resettable auxiliary power output of 0.;75 amp. is available for use when the • Compact Construction SNAC is connected to a panel used in Protected • Simple installation Premises Service (24 hr. standby). The current is 0 Integral Ground Fault Detection reduced to .050 amp. when used with panels that • signal to a municipal fire service(60 hour standby). Class A(Style Z) Class c(Style Y) Notification Appliance Circuits • 0.175 Amp.External Power Output • Self-Contained Trouble Contacts with Delayed AC Failure Activation TECHNICAL AND ORDERING INFORMATION .. Operating power 120 VAC,3 amp.,240 VAC,2 amp.,50/60 Hz, Nnon-power limited. (Jumper selectable) Standby button circuit 24 VDC(nominal)7 ampere/hours,max. Super yisory current ,060 amp. _J Alarm current ,120 amp m Alarm output 6.0 amp. max. from all circuits combined, wi Dimensions 14"H x 14" W x 3 1/2"D. —I Operating temperature 32°to 120°F(00 to 49°C) itelative humidity 85% t • Part Number 1100-0331 Optional Door Lock 1120-0585 $paCifieabons ata provided for informat+an only and are behaved to he accurate Ho,vovor,nr responsibAtty Is assumed by Fire Control Instntmems,Inc far their use 3pacificsdons subject-.o change without nonce 269 GROVE ST. NEWTON, MA 02:66-2295 USA TEL:(617)965-2010 TELEX:94-8212 FAX:(617)965-0659 9120-0360/12-95 TM YL FIRE CONTROL MOS, M16 SERIES INSTRUMENTS MINI-ANNUNCIATORS,BACK-LIT DESCRIPTION I' The Fire Control Instruments Mini-Annun- ciators provide remote annunciation in a compact, versatile,and distinctive design. The Mini-Annunciators are manufactured in eight or sixteen zone versions,witl either LED or incandescent lamp indicators, These units are available in a wide range of options,The M08 and Moe M16 series are UL Listed in surface or flush mount configurations for either interior or optional weatherproof applications. The cabinet is 16- gauge steel with a black textured epoxy finish.Red finish is available as an option. 13 The annunciator is supplied with a lettering kit which enables application of custom zone designa- M16 tions to the 1/8-inch Lexan nameplate. Factory lettering is also available as an option. FEATURES Other optional accessories include Remote • UL Listed 'Double Indicator with Reset Keyswitch and dual lamp con • Supervised indicators for use with FCI figurations for unsupervised 24 VDC p operation. control panel outputs • 8 or 16-zone capacity ORDERING INFORMATION • Backlit operation ?art No. Model Description • Remote Trouble Indicator (optional) 138-92311 M08 8-zou.- r >rrr annunciator • Remote Reset Keyswitch (optional) 138-92511 M08R LED v.jib RTI&Reset Switch • 1,lush mounting (optional) 138-94311 M08W 8-zone LED annunciator, • Weatherproof mounting (optional) weatherproof is (tugged design 138-92411 M08-Inc 8-zone incandescent annunc. 138-92611 M08R/Inc 8-zouc incandescent annunc. SPECIFICATIONS with RTI& Reset Switch Operating voltage 24 VDC 138-94411 MOS-W/Inc 8-zone incandescent, (Lamp style) (common positive) weatherproof 138-4231 M16 ) 16-zone LED annunc. Alarm current 138-42511 16 R 16-zone LED w/RTI 8c Reset Inc,"Irlesrent lamp 065 amp./zone 138-44311 M16-W 16-zone LED,weatherproof LED .012 amp./zone 138-42411 M16-Inc 16-zone incandescent Legend size Hannunciator,24V Eight Zone 2 lines of 10 characters 138-42611 M16-R/Inc 16-zone incandescent, per zone(18 point letters) i w/RTI& Reset Switch Sixteen Zone 2 lines of 12 characters 138-44411 M16-W/Inc 16-zone incandescent, per zone '14 point letters) W weatherproof Dimensions a 138-40001 M Box Surface backbox Surface mount 8.5"W 6.37"14 3.37"D 138-42001 M-Flange r-::.: ,flush trim flange ' ox Flush mount ]0.3'1"W,8.25"H,3.12"b . 138-43001 M-WP/Box Weatherproof backb Weatherproof 9,12"W,6.87"H,3.25"D Specifications are provided for information only and are believed to be accurate.However,no responsibUlly Is assumed by Firs Control Instruments,Ine.lot their Specifications subject to change wghoul notice. use. 269 GROVE S7: NEWTON, MA. USA 02166-2295 TEL: (617)965-2010 TELEX:94-8212 FAX:(617)965-0659 9020-0326/05-94 Power Supply/Battery Charger UL ; (°jl►',_.. ` I a AS/PS5-BF3-12:.ljL CSFNI —A-S/PS5-r'=5-24-UL ,2 VDC, UL and CSFbtListed y�,' �{ s Aim.s. 4 .� t,• - 72, MEA Accepted AS,F.SIIfSf A fur " `�Y ~ '•�, The PS5-BFS-12•UL and -24-L.:. are UL listed 4 Amp Power Supply/Charger,complete with an internal stepdown transformer, louvered cabinet and key lockable door, Optional maintenance free batteries may be housed within the cabinet(20Ah @ 12V or 8Ah @ 24V). The unit is capable of charging up to 38Ah batteries. (38Ah batteries housed in a separate enclosure.) Dimensions Cabinet Size: 11"H x 15"W x 4"D (27.94cm H x 38.1 em W x 10.I6cm D) Cabinet Weight: 18 lbs. (8.16 kg) less Batteries Cabinet Material: 18 Gauge Steel Battery Space: 4.87H x 15"W x 4"D(12.34cm H x 38.1 cm W x 10.16cm D) Specifications Input Characteristics Fault Detection • AC Input Conditions Reported 120VAC q!- 10%, 60Hz., Single Phase Low Bartery • Input Current-2.5 Amp Maximum Loss of AC Output Characteristics Blown Battery Fuse • Voltage 12 or 24 VDC Regulated @ 4 Amps Max. Blown AC Fuse • Ripple(RMS) Reporting Method .005VAC @ .500 Amp load Current Limited Output Voltage .350VAC @ 4.00 Amp load 30 mA Nominal • Overcurrent Protection-Electronically Limited Temperature Characteristics • Reverse Polarity Protection - Fu,: Operating Temperature Range • Thermal Protection-Electronically Limited 00 to 50'C • Battery Chemistry•Lead Acid/Gell Cell Humidity,85%@ 85°F Visual Indicators • AC Presence-Green LED • Fault -Yellow LED Features —�- • UL Listed, UL1481,Guide UTRZ • CSFM Listed#7315.1214:100 NY MEA Accepted#MEA 3-92-E n.: Fault Status Key Lockable Cabinet • Thermal and Reve(se Polarity Protected "- Lifetime Warranty(PC Board Only) J Typical Uses • Fire 1 • Access Control • CCTV Systems • Proprietary Telephone Systems M M!E• 3 93.Ec_ 52-104 IA h,,,. As,A nlonI nnccncn r'AV. I1-7n110rA0.7 97101 1/24/97 David Bell 2 FCI SYSTEM BATTERY CAI-CULATIONS Sasco Electric - - - - PERS Office Bldgr- Job 97901 UNIT CURRENT TOTAL CURRENT QTY PART# DESCRIPTION SUPV ALARM SUPV ALARM 1 PSU_ POWER SUPPLY UNIT_ 00.01000 00.01500 00.010 00.015 1 SCU SYSTEM CONTROL UNIT 00.05600 00.26700 00.056 00_.267 ALU AN 2 LOOP MODULE 00.02000 00.11000 KDU REMOTE KEYED DISPLAY 00.05000 00.05700 2 EZU EIGHT ZONE UNIT 00.04500 00.05700 00.0_90 00.114 2 EZA EIGHT ZONE ANNUNCIATOR BIRD 00.00200 00.00600 00.004 00.012 EZD EIGHT ZONE DAUGHTER BIRD 00.00200 00.00600 QZU QUAD ZONE UNIT 00.02700 00.06100 DSU DUAL SIGNAL ZONE UNIT 00.02300 00.06800 1 HRU HEAVY DUTY RELAY UNIT 00.00400 00.02800 00-004-1-00.028 RAU 32 ZONE ANN DRIVER MODULE 00.00700 00.00700 DDM-60 60 ZONE ANN DRIVER PANEL SNAC SIGNAL NOTIFICATION AUX CTROL 00.06000 00.12000 AU-367-M1 20 WATT AMP SINGLE ZONE 00.00600 01.20000 AU-367-M2 40 WATT AMP SINGLE ZONE 00.00600 02.60000 A+,U-367-M1-DMR' 20 WATT AMP W/VOICE MESSAGE 00.20600 01.45000 • AL1-367-M2-DMR_ 40 WATT AMP W/VOICE MESSAGE 00.20600 02.85000 , FCID-A2/R ANALOG PANEL 2-LPS 00.31500 00.47000 FC10-AZR ANALOG PANEL 4-LPS 00.32500 0048000 1 KDM-40R/RDE REMOTE FCID ANN/RDE 00.05000 00.20000 FC-72.1 FIRE PANEL W/1 ZONE 00.06300 00.37000 FC-72-21) FIRE PANEL W/2 ZONES 00.07500 00.05000 ZDM ZONE DETECTION MODULE 00.00600 00.16300 ZDM-O DUAL ZONE DETECTION MODULE 00.01800 00.29800 CLP-4 4 ZONE FIRE CONTROL CLA CLP-4 ANNUNCIATOR 5104 FOUR ZONE DIALER ASD-I/ADB-F ANALOG ION W/BASE _ 00.00020 00.00500 ASD-P/ADB-F ANALOG PHOTO W/BASE 00.00020 00.00500 ATD/ADB-F _ ANALOG HEAT W/BASE 00.00020 00.00500 MS-6/AMM-2 ADD PULL STATION 00.00100 00.01300 DH500/ASD-I/ST ANALOG DUCT SMOKE 00.00190 00.00370 RW-024/AMM-2 ADD DUCT SMOKE 00.00200 1 00.00500 AOM AUXILIARY OUTPUT MODULE 00.00100 00.00100 cn AMM-2 MONITORING MODULE 00.00100 00.01300 M550X ISOLATION MODULE 00.00020 00.00020 -� 3011/3018 ION W/2-WIRE BASE 00.00012 00.00_020 ;'c 301 P/3018 PHOTO W/2-WIRE BASE 00.00012 00.00020 LLJ 3018-4 _ 4-WIRE BASE W/RELAY 00.00012 00.00020 -' 45 SBS-1101 ION UNIT WIRE TO HEAD t 00.00007 00.00010 00.0.03 _00.005 SBS-1200 PHOT UNIT WIRE TO HEAD 00.00007 00.00010 6 6240 4-WIRE SMOKE W/AUX CONTACTS 00.00010 00.05500 00.001 00.330 Page 1 97101 1/24/97 2 David Bell ® 601 HEAT DETECTOR 135 602 HEAT DETECTOR 200 MS-6 MANUAL PULL STATION '- 2 AS-024P DUCT SMOKE DETECTOR 00.00200 00.00500 00.004 00.010 MT-12/24_R HORN 00.02000 MT-24-LSM-VFR HORN/STROBE 15/75CD_ 00.14500 _ 3 GOS-24-1575-WR_ HORN/STROBE 15/75CD _ _ 00.14500 ! 00.435 9 GXS-4-1575-WR STROBE LIGHT 15/75CD y 00.093_00 00.837 GX90S-4-1575-WR MIN-HORN STROBE 15CD _ X0.12700 GX90 4 _ _ MINI-HORN _ 00.02000 MB-G6-24-R BELL WITH W.P.BOX 00.03000 FM-998-24 MAGNETIC DOOR HOLDER _ 00ff .C6800 RZA-M08 _ 8 ZONE ANNUNCIATOR 00.01200 1_ RZA-N116 _ 16 ZONE ANNUNCIATOR _ 00.01200 I 00.012 CURRENT TOTALS IN AMPS 00.172 02.065 24hrw/5min Ring (E60'24)+(F60'0.084) 004.2954 PER SPECIFICATIONS 48hr w/5min Ring (E60'48)+(F60'0.084) _ _008.4174 60hr w/5min Ring (E60'60)+( *0.085) 010.4805 72hr w/15min Ring (E61'72)+(F61'0.25) -- —�—� - --- -— -- • BATTERIES BEING PROVIDED ARE 7 AMP HOUR @ 12VDC a C2 1- N F- J G] r. C.7 W J • Page 2 97101 a 1/24/97 David Bell 2 FCI SYSTEM BATTERY CALCULATIONS asco Electric PERS Office Bldg ` --- JOb 9?1 r71-A UNIT CURRENT ITOTAL CURRENT QTY I PART# DESCRIPTION SUPV ALARM I SUPV JALARM PSU POWER SUPPLY UNIT 00.01000 X0.01500 - SCU_ SYSTEM CONTROL UNIT 00.05600 00.26700 ALU ANALOG 2 LOOP MODULE 00.02000 00.11000 KDU REMOTE KEYED DISFLAY 00.05000 00.05700 EZU EIGHT ZONE UNIT 00.04500 00.05700 EZA EIGHT ZONE ANNUNCIATOR BRD 00,00200 00.00600 EZD - EIGHT ZONE DAUGHTER BRD 00.00200 00.00600 QZU QUAD ZONE UNIT _ 00.02700 00.06100 DSU DUAL SIGNAL ZONE UNIT 00.02300 00.06800 HRU HEAVY DUTY RELAY UNIT 00.00400 1 00.02800 - RAU 32 ZONE ANN DRIVER MODULE00.00700 00.00700 DDM-60 160 ZONE ANN DRIVER PANEL 1 SNAC SIGNAL NOTIFICATION AUX CTROL 00.06000 00.12000 I 00.060 00.120 AU-367-M1 120 WATT AMP SINGLE ZONE 00.00600 01.20000 AU-367-M2 40 WATT AMP SINGLE ZONE 00.00600 02.60000 AU-367-M1-DMR 20 WATT AMP W/VOICE MESSAGE 00.20600 01.45000 j CAU-367-M2-DMR 40 WATT AMP WNOICE MESSAGE 00.20600 02.85000 iFCID-A2/R ANALOG PANEL 2-LPS 00.31500 00.47000 IFCID-A4/R ANALOG PANEL4-LPS 00.32500 00.48000 KDM40R/RDE REMOTE FCID ANN/RDE _ 00.05000 00.20000 _ FC-72-1 FIRE PANEL W/1 ZONE 00.06300 00.37000 IFC-72-21) FIRE PANEL W/2 ZONES 00.07500 00.05000 _ JZDM ZONE DETECTION MODULE 00.00600 00.16300 _1ZDM-D _ DUAL ZONE DETECTION MODULE 00.01800 00.29800 _ JCLP-4 4 ZONE FIRE CONTROL_ CLA CLP4 ANNUNCIATOR 5104 FOUR ZONE DIALER ASD-I/ADB-F ANALOG ION W/BASE - - 0 . )0020 00.00500 ASD-P/ADB-F ANALOG PHOTO W/BASE 00.00020_ 00.00500 ___ ATD/ADB-F ANALOG HEAT W/BASE 00.00020 00.0050-OT- MS-6/AMM-2 ADD PULL STATION 00.00100 00.01300 DH500/ASD-I/,T ANALOG DUCT SMOKE 00.00190 00.00870 yR I RW-024/AMM-2 ADD DUCT SMOKE 00.00:00 00.00500 N AOM _ AUXILIARY OUTPUT MODULE 00.00100 00.00100 AMM-2 MONITORING MODULE 00.00100 00.01300 .. M55OX_ ISOLATION MODULE _ 00.00020 00.000 0 a? 3011/301 B ION W/2-WIRE BASE 00.00012 00.00020 LLl 301 P/301 B PHOTO W/2.WIP=BASE 00.00012 00.000_20 -� 1301 B-4 4-WIRE BASE W/RELAY 00.00012 00.00020 JSBS_1101 ION UNIT WIRE TO HEAD t 00.00007 00.00010 __ SB$-1200 PHOT UNIT WIRE TO HEAD 00.00007 00.00010 6240 4-WIRE SMOKE W/AUX CONTACTS 00.00010 00.05500 Page 1 97101 a 1/24/97 David Bell 2 601 _ HEAT DETECTOR 135 602 HEAT DETECTOR 200 603 HEAT DETECTOR 135 FIXED MS-6 MANUAL PULL STATION AS-024P _ DUCT SMOKE DETECTOR 00.00200 00.00500 MT-12/24-R HORN 00.02000 MT-24-LSM-VFR HORN/STROBE 15/75CD 00.14500 15 GOS-24-1575-WR HORN/STROBE 15l75CD 00.14500 02.175 16 GXS-4-1575-WR STROBE LIGHT 15l75CD 00.09300 01.488 GX90S4-1575-WR MIN-HORN STROBE 15CD 00.12700 GX904 MINI-HORN 00.02000 MB-G6-24-R _ BELL WITH W.P.BOX 00.03000 FM-998-24 MAGNETIC DOOR HOLDER 00.06800 RZA-MOB 8 ZONE ANNUNCIATOR 00.01200 RZA-M16 _ 16 ZONE ANNUNCIATOR 00.01200 CURRENT TOTALS INAMPS 00.060 03.783 24hr w/5m1n Ring (E60'24)+(F60'0.084) PER SPECIFICATIONS48hr w/5min Ring (E60'48)+(F60"0.084)60hrw/5min Ring (E60'60)+(F60'0.085) 1 72hr w/15min Ring (E61'72)+(F61`0.25) • _ BATTERIES BEING PROVIDED ARE 7 AMP HOUR Q 12VDC J f] L W J Page 2 CITY OF TIGARD EL_.F..CTRICAI_. F'ERWCT DEVELOPMENT SERVICES PERMIT #: ELC97- 0231 13125 SW Hall Blvd., Tigard,OR 97223 (503)639-4171 DATE ISSUED: 04/22/97 i PARCEL_.: 1 S 1.36DA-001.01. �i1 TF... ADDRESS. . . : 11410 SW 68TH PKWY SUED 1 V I S I ON. . . . :PIERS S l'Ti 70N I NG:MUE f:LOCK. . . . . . . . . . . LOT. . . . . . . . . . .. . . . JURISDICTION: TIG f='ro.j er-t Descr i pt i.on : Installing ten service or feeder to x'00 asps and 12 branch circuits _--_RESIDENTIAL.. UI\IIT----- ----TEMP ERVC/FEEDERS----- 1000 SF OR L_ESS. . . . 0 0 — .='00 amp. . . . . . . ; Q) PL.1MP/I RR I GAT T ON. . . . : 0 EACH ADD' L 500SF. . . : 0 201 - 4O0 amp. . . . . . . . 0 SIGN/OUT LINE L-TG. . : 0 1..I MT TED ENERGY. . . . . : 0 401 — 600 amp. . . . . . . : 0 S I:GNAI_./PANEI._. . . . . . . 0 11ANF. HMS' SYC./FDR. . : 0 f.,01 +,imps•-1001 volts. : 0 IhINOR L.ABEL.. ( 10) . . , : 0 ----SERV 1 LE/FFEDER_-.-..--- —_..-p RANCH C T RC(.I T l'-S—_ --- ----A1)D' L I NSPECT I ONS---.- 0 — '209.1. ,.imp. . , . . . : 1. W 5FRVTCE OR FEEDER: 1.2 E'ER INSPECTION. . . . . ; 0 24211 — 40� amp. . . . . . : 0 1st W/O SRVC OR FDR. : 0 PIER HOUR. . . . . . . . . . . : V. 401 - GOO amp. . . . . . . 0 EA ADD' )- BRNCH CIRC: 0 TN PL..ANT. . . . . . . . . . . . 0 601 — 1000 amp. . . . . : V1 ___.___._._._____---PLAN RF V T FW SECT 1@00+ amp/volt. . . . . : 0 ) =4 RES UNITS. . . . . . . . : ) EO0 VOLT NOMINAL. . : Reconnert only. . . . . : 0 SVC/FDR ) 225 AMPS;. . : CLASS AREA/SPEC OCC. : Owner: ------ ------------------------------------------------- FEES I"'L.w T.0 EMF't_.OYEES RETIREMENT type amoltnt by date recpt DAVID NAIL.-EY PRMT 4 110. 00 JMH 04/22/97 97---x=.9364W DO BOX 73 SPCT $ 5. 50 ..TMH 04/2;-.:./97 97—E.935aa r,nPTLAND OR 97207 Phone #: Cnrit tactor,: SASCO FL..ECTR T C $ 11.S. 50 TnTAI.._ 7..-,70 SW DURHAM RD REDO I RED T NSP,FCT T niVS - -- -- r'nRTI.-AND OF 9722'4 Ceiling Cover Under• grot.rnd Cove Phone #; 503-968-6884 Wall. Cover Fl.ect' 1. Service r)og #. , ; ! 08174 This per:it is issued subject to the regulations contained in the Tigard Municipal Code, State of Ore. Specialty Codes and all other Ierm teer- cl i_rre aoolicable 1aws. All work will be done in accordance with ,� ioproved plans. This oerait will expire if work is not started within 180 days of issuance, or if work is suspended for yore than 180 days. s s _red 8y.._____._._.______ I NSTAI.-LAT I ON ONLY---- _.__._.--------------------._ 1-he instal. 1alion is being made on property I. own which in not intended for - Ile. lease. or rent. '-1!.INF9, 1 q S T GNATI.IRF: DATE: .__--___—__---------__CONTRACTOR INSTALI-ATInN ;T GNATURF OF r,LIPR. F1_EC' N; - -_ _.. DATE- I T CENSE Nn: Call for for inspection -- 639-4175 Community Development ELECTRICAL PERMIT APPLICATION 13125 SW Hall Blvd. Tigard, OR 97223 Permit # �e 7'Q��� Date Issued Phone (503) 639-4171 -"- CITY OF TIGARD FAX (503) 684-7297 TDD No. (503) 684-2772 Inspection (503) 639-4175 1. Job Address: a4. Complete Fee Schedule Below: Name of Deveto ment L IZS ��(�4' P Humber of Inspections per perm all Address_ LJ(L) ly O u t t 1 k t Service included: Items Cost(ea) sum City/State/Zip_ I I qLV 14 11 LJ 4a. Residential -per unit 1000 sq. R or less $110.00 4 Name (or name of business) Each adddonal500 sq f,.or �— ` portion thereof $25.00 Commercial ❑ Residential ❑ Limited Energy $25.00 Each Manurd 4cme or ModuLy Dwelling Ser,rce or Feeder ;:,7.00 2 2a. Contractor installation only: 4b. Services or Feeders Electrical C'ontrac'tor C10, �rl& Inslanation.anernon,or relocaton 2C0 anps or less (60.00 2 AddressL 5 wr 1�6t/�l•r i4 _ _�• 201 amp.to 400.mp: sfw.00 2 Cityj t for V, �Stateyf` _ ZjP-'(-7Zlq 401 amps to 600 amps —' $12000 2 601 amps to 1000 amps $180.00 2 Phone No. -,o - Lj q c,I C%L Over 1000 amps or voes —� suo 00 2 ,lot? NO. _ Reconneclonly $St100 contractor's license NO._ '7- � i 4c. Temporary Services or Feeders Contractor's Board "-,L-g. rho. Installaton,alteration,or relocation Signature of Supr. U-2.:'n_ 200 amps or less �, C 2 201 amps to 400 amps $50 p0 2 License No. 3V Ph'bne NO. Gey' --I A(' 401 amps to 600 emps $75,00 2 Over 600 amps to loon vorts $100.00 2b. For owner installations: see-b•above. 4d. Branch CImutts Pnnt Owner's Name New,alienation or estenslon per pane Address _ ■)The fee for bran.h mons rich phue or service or feeder fse" 2 City _ State Zip_ ___ urcE■chwanchcruln i $500 60. 4t, Phone NO. b)The fee for branch clrcuds wftrlan The installation is being made on property I own which is r7urch8se or avvlce cc Renin/ee. 2 335 not intended for sale, lease or ren( First branch cirwn 00 2Each additional branch cvmri $!`0 —" Owner's Signature _ 4e. Miscellaneous (Service or feeder not included) 2 I pump or tngedbn cof40 de .00 2 3. Ian Review section (il req sired): Each Each sign or 0-Ane:iphlinq s4o 00 Signal cscud(s)or a Waned enwW --- 2 Please check appropriate item and enter fee in section 5B. panel,anennion or extension tap 00 4 or more residential units in one structure Mawr Labels(10) 310000 Service and feeder 225 amps or more System over 600 volts nominal 4f. Each addltlonal Iruper on over Classified area or structure containing special occupancy the allowable in any of the above as dess ibed in N.E C. Chapter 5 per inspeo'on M 00 Per hour i55.00 Submit 2 sets of plans with application where any of the above i'Plant 115500 apply. Not required for temporary construction services. 5. Fees: J NOTICE Sa. Enter total of above fees $ 5% Surcharge (.05 X total fees) S PERMI"rs BECOME VOID IF WORK OR CONSTRLICT10N Subtotal S ii 5.5C AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF 5b. Enter 25% of line A for CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR Plan Review if required (Sec 3) S A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS Sul fota/ $ COMMENCEDTrust Account !! Balance Due $ CITY OF TIGARD DEVELOPMENT SERVICES 13125 SW Hall Blvd.,Tigard,OR 97223 (503)639.4171 I 7n! AT'r. 7>: 1`.IDjoj5TFFNA INT£°COM1aAGINC, SvSxE"!S .y � ,,ITr:`{ r{�!�! r~,rr TPJ! ✓ +74.1{)"r � I:�� !T 9R rr..,P.}T. .. n, rid Q�<�le U►r� �. ��w� CITY OF TIGARD RESTRICTED ENERGY ELECTRICAL APPLICATION Recd by: Y, _ 13125 SW HALL BLVD Date Rec'd. - TIGARD OR 97223 PRINT OR TYPE G V- 503-639-4171 X304 Permit#: G Lr` r —0�� F - 503-684-7297 INCOMPLETE OR ILLEGIBLE APPLICATIONS Cust.Call'd: WILL NOT BE ACCEPTED Name of Development Project TYPE OF WORK INVOLVED - RESIDENTIAL _ c - Restricted Energy Fee........................................ $40.00 P. (FOR ALL SYSTEMS) ,JOB Street Address • / //^ � Ste# ` Check Type of Work Involved: ADDRESS 1 ,1410 S VV &99 �tt i Cit /S ate Zip Phone# ❑ Audio and Stereo Systems Nillfm6_ ❑ Burglar Alarm ❑ Garage Door Opener' OWNER Mailing Address City/State 'ip Phone# ❑ Heating,Ventilation and Air Conditioning System' ---- ❑ Name Vacuum Systems' Q'-.SIG,� F-1Other CONTRACTOR r vr,g;�dd �� _TYPE OF WORK INVOLVED -COMMERCIAL _ (Prior to issuance astege /� 1 _ e for each system.............................................. $40.00 copy of all licenses L-�J �— C qEE OAR 918-260-260) are required if 6MWrtGo7W.Br r,1# i Exp. Date expired in C O.T. rte-- (;heck Type of Work Involved: data base). rical C Exp.Date Audio and Stereo Systems C.O.T or Metro Lic.# F-xp. Date ❑ Boiler Controls Owner's Name ❑ Clock Systems OWNER- Meiling Address APPLICANT ❑ Data Telecommunication Installation City/State lip Phone# ❑ Fire i arm Installation This permit is issued under OAE 918-320-370.This applicant agrees to ❑ make only restricted energy installations(100 volt amps or less)under this HVAC permit and to do the following: ❑ Instrumentation 1 Only use .c,rical licensed persons to do instailations where required. Certain residential and.,cher transactions are exempt from licensing. Intercom and Paging Systems These have asterisks(') All others need licensing; ❑ Landscape Irrgation Control' 2 Call for inspections when installation under this permit are ready for inspection at 503-639-4175; ❑ Medical 3. Purchase separate permits for all installations that are not rearly for an ❑ Nurse Calls inspection when the inspector is out to inspect under this permit, 4 Assume responsibility for assuring that all corrections required by the ❑ Outdoor Landscape Lighting' inspector are done,and; ❑ Flotective Signaling 5 Assume responsibility for calling for a final inspection when all of the corrections are completed ❑ Other I Permits are non-transferable and non-refundable and expire if work is not started within 180 days of issuance or if work is suspended for 180 days _Number of Systems The person signing for this permit must be the applicant or a person No licenses are required Licenses are required for all other installations authorized to bind thee�applicznt T�� Signature ENTER FEES C� 51'',SURCHARGE(.05 X TOTAL ABOVE) $_ Auority if other than Applicant TOTAL th : i Vesele doc 12196 CITY OF TIGARD DEVELOPMENT SERVICES 13125 SW Hall Blvd.,Tigard,OR 97223 (503)639.4171 J J CITY OF T)IGARD RESTRICTED ENERGY ELECTRICAL APPLICATION Recd by. 1315 SW HALL BLVD Date Recd: TIGARD OR 97223 PRINT OP TYPE V- 503-639-4171 X304 Permit#: ( -/tC/�-0*0_ F - 503-684-7297 INCOMPLETE OR ILLEGIBLE APPLICATIONS Cust.Call'd: _ WILL NOT BE ACCEPTED Name of De elopment ProJect c, E� c� a-,t�7 TYPE OF WORK INVOLVED -RESIDENTIAL Restricted Energy Fee........................................ $40.00 (FOR ALL SYSTEMS) JOB Street Address Ste# Check Type of Vwork Involved: ADDRESS o",'t, r� . -,d / , City/State Zip Phone# ❑ Audio and Stereo Systems Name ❑ Burglar Alarm OWNER Mailing Address ❑ Garage Door Opener' City/Stale Zip Phone# ❑ Heating,Ventilation and A;r Conditioning System' Name ❑ Vacuum Systems" ❑ Other CONTRACTOR Mailing Address ,;; , , - I'� ,,� t TYPE OF WORK INVOLVED-COMMERCIAL (Prior to issuance a City/State Zip /h$rXe, Fee for each system............................................ $40.00 copy of all licenses cr %` I �� z t r / l ); (SEE OAR 918-260-260) are required if Oregon Contr.Brd Lic # Exp.Date expired in C.O T ',, Check Type of Work Involved data base) Electrical Contr.Lic.# Exp [late � -, ('/. E ❑ Audio and Stereo Systems C O T or Metro Lic.# Exp. Date ❑ Boiler Controls Owner's Name Clock Systems OWNER - Mailino Address APPLICANT Data Telecommunication Installation City/State Zip Phone# ❑ File Alarm Installation This permit is issued under OAE 918-320-370 This applicant agrees to make only restricted enemy installations(100 volt amps or less)under this ❑ HVAC permit and to do the following Instrumentation 1 Only use electrical licensed persons to do installations whAre required. Certain residential and other transactions are exempt from licensing, ❑ Intercom and Paging Systems These have asterisks(') All others need licensing, E:] Landscape Irrigation Control" 2 Call for inspections when installation under this permit are ready for inspection at 503-639.4175; ❑ Medical 3 Purchase separate perrnitz;for all installations that are not ready for an ❑ Nurse Calls inspection when the inspector is oul to inspect under this permit, a Assume responsibility for assuring that all corrections required by the ❑ Outdoor Landscape Lighting' inspector are done, and; Protective Signaling 5 Assume responsibility for calling for a final inspection when all of the corrections are completed ❑ Other —r Permits are non-transferable and non-refundable and expire if work is not ca started within 180 days of issuance or if work is suspended for 180 days _Number of Systems r. LL) The person signing for this permit must be the applicant or a person No licenses are required Licenses are iequrred for all other installations authorized to bind the applicant / FEES i Signature ENTER FEES u 5%SURCHARGE(.05 X TOTAL ABOVE) E Authority if other than Applicant TOTAL i vesele doc 12/96 — CITY OF TIGARD f-'l_L.1MB1'NC PERMIT DEVELOPMENT SERVICES PERMIT #. . . . . . . .. F,L_M97-01.35 13125 SW Half Blvd., Tigard,OR 97223 (503)639.4171 DATE ISSUED: 04/214/97 F'ARCEI.._: 1.9136-DA-001.01, t.)ITE ADDRESS. . . : 1141.0 SW 60TH P'KW'Y `,LIBDIVISION. . . . : PERS SITE ZONING: MUE BLOCK. . . . . . . . . . . LOT. . . . . . . . . . . . . . JURISDICTION: TIO CA-ASS OF WORK. . :ALT GARBAGE DISPOSAL-S. : 0 MOBILE HOME SPACES. : 0 TYF,F OF USE. . . . :COM WASHING MACH. . . . . . : 0 BACKFLOW F'REVNTRS. . : 0 OCCUPANCY GRP. . :B FLOOR DRAINS. . . . . . . 0 ; HAPS. . . . . . . . . . . . . . . 0 :;TORTES. . . . . . . . . 0 WATER HEATERS. . . . . . 0 COTCH BASINS. . . . . . . . 0 LAUNDRY TRAYS. . . . . : 0 SF RAIN DRAINS. . . . . : 0 MINKS. . . . . . . . . I I JRTNAI.-.S. . . . . . . .. . . . . 0 GREASE TRAPS. . . . . ,. . G� I_..AVATORTES. . . . .. 0 OTHE=R FIXTURES. . . . : 0 TUB/SHLIWFRS. . . : 0 SFWFR I. TNF (ft ) . . . : 0 WATER CLOSETS. : izi WATF_.:F. LINE (ft ) . . . : 0 DISHWASHERS. . - 0 RAIN DRAIN (ft ) . . . : 0 Remark.; : Inst a 1. 1irig une sink Owner: ____._._____.__.__-_____.__.____._____._--------._.._______ --_-__.- FEES PI_IBLIC EMPLOYEES RETIRMENT SYS type amoi.rnt by dateref-pt F'O BOX 73 PRMT It 2:5. 00 DRP. 04/24,197 97-293689 1"OP"TL_tPND OR 97207 5F'C;-r $ 1. 25 DRA 04/24/97 97--29.7689 1=1horie #: rFMP-CONTROI.- MECHANICAL_ 481710 N CHANNFI.- PORTLAND OR 9722,.7 �'h o n e #: t35- 9E�5 i. $ ='6. 25 TOTAL_. Reg #. . : 00004'? --_--- - REQUTRED TN PFCTTON5 -- ---- This permit is issued subject to the regulations contained in the Tap-alit In-,p Tigard Mr-nicipal Code, State of Ore. Specialty Codes and all other F i.na 1 T n s pert i.on applicable laws. All work will. be done in accordance with approved plans. This permit will expire if work is not started within 180 days of issuance, or if work is suspended for more than 180 days. 11-t'mi .._ . ._....__-_---- -i-oed y . Call for i nypert i nrr - 61 3-41.75 I AL CITY OF TIGARD Plumbing Application Rec'dByQ-U_7- 3125 SW HALL BLVD. Commercial and Residential Date Recd 7 Date to P E. i IGARi), OR 97223Date to DST 503) 639-4171 Permit rLM �'•7� Print or Type Related SWR 4 Incorr. -ir illegible applications will not be accepted Caned_ -zt Name of DevelopmenUProlect -"` FIXTURES (Individual) QTY PRICE AMT Job Sink �^ 4.00 i Lavatory 9.00 I Address Stree Address +� Suite — —{ /l /0 5w 6 S Pllcw 4 Tub or Tub/Shower Comb 900 Bldg# City/State Zip Shower Only _ 9.00 7"1(;A W j2 Water Closet 9,00 Name /dGe�!_/G jFMPoY. R.ET1)12t- EWT Dishwater 9.00 Owner Mailing Address Suite Garbage Disposal 900 —J Ar NQk 7 3 Washing Marhme —' 9.00 I City/St,te Zip Phone Floor Drain 2" --1 _,0)eT q7 W-7 ZZq-$cS4 9.00 - - 3 9.00 Name Spm 4• 9.00 --, f t Occupant Madiny Address Suite Water Heater 9.00 p Laundry Room Tray 9.00 I City/State Zip PhoneUrinal 9.00 ll Name — Other Fixtures(Specify) 9.00 9.00 Contractor Matling Address ,9.00 (I-Soo y cHANN�� -- — - s.00 Cay/State Zip Phone — -- ,000- _ 1172/ / .255-9135'/ 9.00 Oiegon Const Cunt. Board Lic ax Exp. Date _ 9.00 Attach Copy of 0 Q 9 ¢f ! I i �I % — 9.00 Current Plumbing Lic.# Exp.Dale Sewer-1st 100" 30.00 Licenses _ , lZ Sewer-each additional 100' 25.00 OT ausiness Ta or Metro x F�rp.Date Water Service-S st 100' 30.00 Name Water Service-each additional 200' 25.00 Architect Storm&Rain Drain- ist 100' 30.00 or Mailing Address Suite Storm 9 Rain Drain-each additional 100' 25,10 Mobile Home Space 2500 Engineer City/State+—� Zip Phone Commercial Back Flow Prevention Device or Anti- 25 00 _ Pollution Device escnbe work New O Addition O Alteration O Repair O Residential Backflow Prevention Device' 1500 be done Residential O Non-residential O Any Trap or Waste Not Connected to a Fixture 900 Idditional description of work Catct.Basin 900 ,40d oNr—_ 51,,vk dN 2.%n rc,Q Insp. of Existing Plumbing 40.00 per/hr Specialty Requested Inspections 40.00 ctehr p a Hiding or property _ — Rain Drain.single family dwelling 300 <isting use of 0 H posed use of Grease Traps 9.00 ding or property_ .- QUANTITY TOTAL 'u you capping moving or replacing any fixtures? Yes C-j No C Isometric or user diagram is requrrW if Quan(ty Tnt*r is >9 — �' f yes ser back of form) _ 'SUBTOTAL Z k r .D iereby acknowledge that I have read this application.tha t the information ` ven is correct,that I am the owner or authorized agent r the owner.and 5%SURCHARGE / Hat plans submitted are in compliance with O:agon State Laws — gn uro of owner/Agent pate PLAN REVIEW/25%OF SUBTOTAL yy� Required only d 6sure qry !oiai is>9 /. �GCQ.l-uz-- lam'--3-97 TOTAL ,ntact Person Name Phone �)�� 'Minimum permit fee is S25+5%surcharge,except Residential Backflow V 2-85—n&5 1 Prevention Device,which is S15+5%surcharge --— i,\dsts\plmapp.doc p ,g R EAF COMPLETE AS APPROMATE TO PROJECZ: , Fixtures to be capped, moved or replaced Qty Sink _ Lavatory Tub or Tub/Shower Combination Shower Only — Water Closet Dishwasher Garbage Disposal Washing Machine Floor Drain 2 ._ /Vater Heater _ LaUndry Room Tray Urin;3l _ Other Fixtures I Specify) �^ COMMENTS REGARDING ABOVE: Cad J' CITY O F T I G A R D MECHANICAL DEVELOPMENT SERVICES PERMIT 13"25 SW Hall Blvd., Tigard,OR 97223 {5031639.4171 PERMIT #. . . . . . . : MEC97-0108 DATE:- ISSUED: 04/29/57 PARCEL,.: IS13rSDA.-00101 SITE ADDRESS. . . : 1. 1410 SW 68TH PKWY SUBDIVISION. . . . : PERS SITE ZONING: MUE BLOCK. . . . . . . . . . . 1-01.. . . . . . . . . . . . . JUHISDICTION: TIG ------------------------------------------------___-------------------------------------- CLASS OF WORK. . :ALT FLOOR FURN. . . . . 0 EVAP COOLERS: 0 TYPE OF USE. . . . :COM UN IT HEATERS. . : 0 VENT FANS. . . : 0 OCCUPANCY GRP. . :B VENTS W/O APPL- 0 VENT SYSTEMS% 1 STORIES. . . . . . . . : 0 BOILERS/COMPRESSORS HOODS. . . . . . . : 0 FUFL 0-3 HP. . . .. : 0 DOMES. INCIN: 0 3-15 HP. . . . : 0 COMML. INCIN: 0 MAX INPUT: 0 BTU 15-30 HP. . . . : 0 REPAIR UNITS: 0 FIRE DAMPERS?- - 30-50 HP. . . . . 0 WOODSTOVES. . : 0 GAS PRESSURE. . : 50+ HP. . . . : 0 CLO DRYERS. . : 0 NO. OF UNITS------------ AIR HANDLING UNITS OTHER UNITS. : 0 FURN ( 100K BTU: 0 10000 cfm: 0 GAS OUTLETS. : 0 TURN ) =100K BTU: 0 > 1 W cfm : 0 Remav,l-(-, : Vent system (conference room modification) Owner,: ---------------------------------------------------------- FEES PUBLIC EMPLOYEES RETIREMFNT type amount by date t-ecpt DAVID BAILEY PRMT $ 25. 00 JMH 04/i?9/97 97-293872 PO BOX 73 5PCT $ 1. 25 J*H 04/29/97 97-293872 PORTLAND OR 97207 PLCK $ 6. 25 ,.TMH 04/29/97 97-29387J, Phone #: (contractor: TEMP—CONTROL MECHANICAL. 4800 N CHANNEL AVE PO BOX 11065 PORTLAND OR WE'll ----------- ----------------------------- Phnne #: iF.'85--9851 32. 50 TOTAL Rpq #. . - 000049 REQUIRED INSPF'urIONS ------- This oervit is issued subject to the regulations contained in the Final Inspection Tigard Municipal Code, State of Ore. Specialty Codes and all other applicable laws. All cork will be done in accordance with approved plans. This permit will expire if work is not started within 188 days of issuance, or if work is suspended for more than 180 days. Permittee Signati.n-e: V Issued By Call for, inspection 639-4175 E'. 2 : I TY OF _06ARD Mechanical Permit Application clan c:newc N Mi5 SW HALL BLVD. CLInrnerciai and Residential CIaIaKrc � i IGARD, OR 97223 Jute to N R _ (503) 535•-4171, x304 11410 to OST Print (-)I-Type P a f m I I Y lrtcompleto or il)ailiblo applications will flat be accepted G•,YM 010e'r•Ww,wnVR u�w /• lJeSCnpUOfr -- �-_-�� 5 w tib T 1, P lawe rw,ta IA MrrJwnlGtl Coats MY PkK;u AMT Job I Aucriu rlu• A) Ppmu!Fes Q p 10.00 - - to 6IylS1.Nr lip B) S•q,plemental btm>rt - `f 16 A Ve 0 3.00 r+amo la,>A,nr W uur•wu1 .-.._.. .._'- 1 J Pomata r,;00.000 t)Til uw•w, I�Lt1�fLIC kY11Lbt{. eriW.r It w.UU,.svutlla 0.00 _ 2.) Purr,,;e 100.000 Rl ll+ C, 090k. 7 j 7.50 _ Inr,. .tucts K vc_ncs Cislw. tlZia I pl.`llL j 3.) Fc.UffIacb _r2 1•- r�y rrct vent_ _ Naito 1w nen•cit W."wui._ ..r t3uaprndeli heater wail healerr-- �.. 6,00 _"... it Fluor muunleu huslcr _ ll,.t:uli,u,1 av,q•r�.Meaa 5.) Vent not incl.ul ._ 300 duplWla:e Isla _ ---_•--•- �ayrPt•• �^-..__. ._1....�I� 8) Woof or onmp,heat Pump,err cone 6 00 lu 3J�HF aurulp unit to 100K BTU -�-�— Nynr 7) UoiWj ul cutup.Ilool parrlp,air cand -- 1" YYI)ta c,nN'r h�O t.• _ s IS IIN:rLIlwu wit to WOK UTU I I(N; CuntractGr Ui linj,uo,e>s -- r o --- 4 bud /V C: ll is JVA,L L. 6.) 6-W or :au& noun pwrlp,rlr cur W. 15.00 _ _IS:1tlhN;apsorUunll.s-1 nulWlll .4ltaV1 ropy of r+Ywb -1"ljr-. .Frwna ..."' §) aaw(oror t9rnp,neat ownp,air cand 22.50 t:unant t)wnaur 0112 I I ze S-Qay♦_' 30-60 NP:absom unit 11 !b 11111 U I U Oregon Coriei`h to t)ouo L .K �e 10 j-E Z41'or comp,tit Purnp,all cund 37.50 `� ' "'q `f r -_-�_ .....___W ._ w HP;abauro luta 1.I31aW LITU trtlT n.aa Sar a t .. __ .,--_ 11) Ar harWtin.�unit to 460 - •--' 10.000 CFM Arr,hlhwt— nemr 12.j All bundling wtp "3 56 - 1 14 4 or \la w+y Wu w► _ 13)Non Wrtabb A SO evaptuale 1 nnler tngUtuur C uu —�4i--�Ua1r 1/) Vent tan cannrare 3 00 basu,bll ww+c 11u.y t 1 AJJ1Uuu l) Altnrullnn A Repair th 15) Vanul.11iun system not ' q 50 1,,b•dr,1•r kra.ruleul t7 ricin raedtol,pdl r?..�. `_.r-4 _ urclullud 111 rt:pU.ncu panrul �,WRrunul Uasulphuu or work .� 16) HOW sulmi by mechanical a_xhalju -- L�t•.t L. l e t1 0 K k t i l }=t !r S t � -- - .._.__�-_.. _... .- .. .._�_._-..._.__... t71 Dwllreliuu+a+lurrluta 1..11,hny u:u ul Itl) ewirnamail or 11-di wNypu �30 r uwUoly w yrul u11y_ _..._ ouJnerator 15) spaf�r llnrts_-_ 1'wp.,.uJ u.0 ut 21)) WOC•tllpu♦ 450 uwWoy u1 y144wh' _.._. 21) Clottlrt aryar.etc. -�� 4.50 7yl;r of foul-ud n n dural ya I hG�7 elt�111( 4 ��� 6&T,in u�x 4.50 _ I hulu0V aLJmu'�k:uyr Wal I have teal!Itis apPilea n.Inst Ina - - 171 GJu ulpnry w,u lu low w11uta :.Up L lnfwtnuuwl,jrvell 1tl cunt:ct.that I dill U,C UWIWt 111 aulhnntta dj)a.4 or - - - _—.- llro ub/,C1 that 41dur aUl,11nUUJ e,c U .:a,rrM;lUmlc r.d11 Clreilon Slob ?41 Mule than 4 t,ur pulkl (oath) SO s- la+a J SU�••ab1•C of 11U/IrtrlAr�clltI�lY suu rUTAI. •SUDIOTAL: 25.r u _ -! Conla4t srs,ul N+•utr phony --l5ii STTf�Fa-OC�t 31� ._____ _ / ))1 n Arm z5: Com-�iJl3TUTAI I. 'L�i 6j5 To Al. MIN BALANCE TO BALANCE TO T + + 410 CFM 370 CFM 10"0_ 100 W2-1 — - - _- - a FP2_1_— - 0 0 err 12 m-�, 14X12 14X12 10'0 0 c 80 w z y o cn r, i (J rn J �. 10"0 1 Q U-)FSD m T- to 0 Ln 14X14 _fes. , J¢ w a cc 12"0 - 1 m 5 a Q 8 0-2 CD-1 Q LJ6 p 10"0--- i (E2 8"0 150 1 VV2-3 - PE I _ _ 2 e"m-� VYL7.1 CU-_ _ - FSE 8 0-4 CD-1 14"0 250 TYP 4 �r-10"0 / l 22X22 CRG-1 W --- 12"0 U a �6"0ZZ cz- C`0z 4 6*0 a.• pc`� e5�c v 12X10 7 1 PP�'c�Jc c t1 \\y PP`K a5 aLA.ti Q �� F77AF AF N q\\ qiv- &`-v� FK2: _ TYP 3 (S� 8"0 o rb ,t l �--'— 0att� Ppa i „ A/� Fp2-4100TYP 2n PARTIAL 7 •)o .J= - . _ - —_ -- � , ' HVAC j �y• - _ W2-5 2ND FLOOR 5 FP2-4 — M ' LOOR PL�,'J-WAC 1 PARTIAL SECOND RM A-1 1 /�„ 1 0- CITY OF TIGARD DEVELOPMENT SERVICES ELECTRICAL PERMIT 13125 SW Hall Blvd., Tigard, OR 97223 (503)639.4171 RESTRTCTED ENERGY PERMIT #: ELR97-004.0 DATE ISSUED: 021/06/97 PARCEL- 1.S136DA-00101. 5,1 T E ADDRESS. .. . : L 1410 SW E.8 T 1-1 P 1.1%WY SUBD I V I G T ON. . . . PERS SITE 7 ON I NG:MUE nLOCF1.. . . . . I. . . .. . LOT. ., Pi-oject Descr-iption : instl hvac I A. RES I DENT I AL-------- D. COMM RC I At - - AUDIO & STEREO. . . . AUDIO & STEREO. . : INTERCOM & PAGING. . : BURGI-AR ALARM. . . . . BOTLER. . , ., . . . . - . - LANDSCAPE/I RR I GAT. . : GARAGE OPENER. . . . . CLOCK. . . . .. . . . . . . . MEDICAL. . . . . . . . . . . . : HVA(.. . . . . . . .. . . . . . : X rwrn./TELE COMM. . . NURI-)F CAI-I-q,, . . , . . . .. - VACUUM SYSTEM. . . . : FIRE ALARM. . . . . . OUTDOOR LANDSC LITE: OTHER HVAC. . . . . . . . . . . . PROTECTIVE SIGNAL. INSTRUMENTATION. : OTHER. . : 'TO I AL. # (IF SYSTEMS: 0 Owner-: FEES PUBLIC EMPLOYEES RETIREMENT type amoi-tnt by date r^ecpt !)AVID BAILEY ID R ri T $ W„ 00 TP'T 021/06/97 I'".10 BOX 73 5PCT $ 2. 00 TAT 02/06/97 97-290028 PORTLAND OR 97207 `.hone #., 229-5643 Contractor,. VECA-FAIPI-30NVS ELECTRIC OF ORE f 42. 00 TOTAL C-'5599 SW 95TIl "UITE Al REDO IRED TNSPECTIONS WTLSONVITLE OR 97070 Ceiling rover- E. Fact' I !-3ev,-v ire I-1hone #-. 503-685-9025 Wall Covet^ Elect' l Final ;>eo #. . . 00117147 This pervit is issued subject to the regulations contained in the Tigard Municipal Code, State of Ore. Specialty Codes and all other P e r-m 1 S ii g n a t U t applicable laws, All worP will be done in accordance with �ppraved plans. This pervit will expire if work is not started within 180 days of issuance, or if work is suspended for ear@ fhan 180 days. Is;sZted By INSTALLATION ONLY 'he installation is being made on property I own which is not intended fat, 'ale, lease, ov- )-ent. 1WNER19 SIGNATURE: DATE ---------- TNISTALLATION ONLY----.......... c',TGNOTURF OF SUPIR. ELECIN: DATE: i ,ICENSE NO: Call for, inspection -- 639-4175 02 '05, 97 11:04 $503 684 7297 CITY OF TIGARD Q UO2 '0U2 CITY OF TIGARD RESTRICTED ENERGY ELECTRICAL APPLICATION Recd by: 13125 SW HALL BLVD Date Rec'd: TIGARD OR 97223 PRINT OR TYPE V-503-639-4171 X304 Permit#: C 1✓F'� - F - 503-694-7291 INCOMPLETE OR ILLEGIBLE APPLICATIONS Cust.Call'd: WILL NOT BE ACCEPTED Name of�velopment Project TYPE OF WORK INVOLVED-RESIDENTIAL J Restricted Energy Fee.......... ......................... 540.00 (FOR AL1.SYSTEMS) JOB Street AadraGs Ste# I 1� Check Type of Wrrk ir-wolved: ADDRESS i� �4 o;_, L a :) r _. City/State Zip phone A ❑ Audio and Stereo Systems Nam s �pb 0 ❑ Burglar Alarm >��)y w2z;h J e r V i ' S _- ❑ Garage Door Opener' OWNER Mailing Address r L` - Heatirg,VentEatlon and Air Cond'rtloninq System' yjty/State Zip Phone 0 —. _ 4 • f—``� t Vacuum Symems• N� .P ❑ Other CONTRACTOR Mailing Address Q lY A TYPE OF WORK INVOLVED-COMMERCIAL (Print to issuance a citvi tate tip Phone# Fee for each system............................................_ $40.00 copy of all licenses p v (t, O r 1.j (SFE OAR 91(1.260-2601 are required 4 Oregon Conti.Ord LrC,N Exp.Dote expired in C.O.T. r L 4 j < heck Type of Work Involved' data base). Electrical Conir.Llc.01 r Exo.Date ❑ / Audio and Stereo Systems C d.r or Metro Llt.k Exp.Date (. I ❑ eviler Camtrols Owner'?Name (� Clock Systems OWNER- Mailing Address Data Telecommunication Installation APPLICANT El cityrStatp Zip Fiiorte M ❑ Fire Alarm Installation t ms permll le issued under DAE 318.320.370.This applicant agrees to make only restricted energy Installations(100 volt amps or less)under than HVAC permit and to do the following ❑ Instrumentation 1 Only use eievical licensed pemons to do installations where raquired. r;prarn rpsidantial and other Irmnsamlomi are exempt from licertsino, ❑ intercom and Paging Systems These have astensks(•). All others need licensing; ❑ Landccape Imgabon Control* 2. Call for inspeouris when Installation under this permit are ready for inspection nt 503-639-4175; F Medknl 3 Purchase separate permits for all installations that are not ready for an ❑ Nurse 0119 inspection when the Inspector is out to inspect under this Permit, 4 Assume responsiorilty for assuring that ail corrections required by the ❑ Outdoor Landscape Lighting' Inspector are done.and; ❑ Protective Signaling S. Assume responsibility for calling for a rrnal Inspect on when all of the correauns are completed 011ier Permits are non-transferable and non-refundable and explra If work is not started within 180 days of issuancoi or if work is suspended fvr 180 days. _ Number of Systems The person signing for this permit st he the anplrr-ani or a person ' No ucsnses era reawrAd. Ll er ses am inquired for alt other msuwanrnt ] authorited to bind the applicant. rk / fEEgc / 1 ENTER FEES s _ t ' Signlltu _ 5%SURCHARGE(.05 X-OTAL ABOVE) s` �-• LTOTAL 3 L4 hp� Authority if other than Applicant rLvaale dee t van /� CITY ® F' TIGARD DEVELOPMENT SERVICES ELECTRICAL PERMIT 13125 SHall Blvd., Tigard,OR 97223 (503)639-4171 IN RESTRICTED ENERGY PERMIT #: ELR97-0040 DATE ISSUED: 02/17/97 PARCEL: SITE ADDPESS, 11.41.0 SW 613TH PKWY SUBDIVISION. . . . PERS SITE ZONING:MUE BLOCK. . . . . . . . . . L01.. . . . . . . . . . Descr-iption. PERS building RES I DENTT AL-------------- D. COMM ERC T AUDIO & STEREO_ . : AUDIO & STEREO. . : INTERCOM & PAGTNG. . t 13UPr-'LAR n- LArM. . . . : POTLEP.. . . . . . . . . . .. I-PiNDSCOPE/IRRIGAT. . GARAGE OPENER. . . .. CLOCK.. . . . . . . . . . . : MEDICAL. . . . . . , . . . . . HVAC. . . . . . . . . .. . _ -. DnTA/TELE COMM. . : X NURSE CAI L.S. . . . . . . . . mcuum sys,rm . _ FIRE ALARM. . . . . . : OUTDOOR LANDSC LITE: OTHER- HvAr, . . . . . . . _ ­ . rp.nTECT T.Vr__ 91( NA!_.. INSTRUMENTATION. : OTHER. . -. TOT0I_. # OF SYSTEMS: I FEES X type amount by date )-ecpt I' PMT $ 40. 00 ,TSD itNII/I'3/97 97--290,'7,8f, 5PCT 2. 00 JSD 02,/13/97 97-290386 Pflone it: Contr,artor. I—t9f.'O ELFrTRTC 11; 42. 00 TOTnL :70 SW DURHAM RD REQUIRED TNSV,1.=cTTONS 'RTI_nND OR 9722/1 Cv, i 1. i Tirj Cover, Ele0-1 1 Final :one ff: 503-968-6884 Wall Covet- it. 1.013 t 7 4 /2 persit is issued subject to the regulations contained in the ,ird Municipal Code, State of Ore. Specialty CodFs and all other f7l(3' jil j t E!E! 6 0t- -,. � ratable laws, All work will be donH in accordance with -47proved plans. This pervit will expire if wore is not started I.iir 130 days of issuance, or if worl, is suspended for sore 168 days. I s s i.t e C1 .-OWN1711 TN9Tni__LnTioN ONt_'i The installation is being made on property I own which is not intended for, lease, 01, rent. ,,TR' 9 S I GN ATURE- DATF. --CONIT PACTO R INSTALIA")TInINI ONI.-Y ------- SIGNATURE OF SUPR. ELECIN: DATE: I.-ICENS)r," NO-, Call for- inspection - 639-4175 CITY OF TIGARD RESTRICTED ENERGY ELECTRICAL APPLICATION Recd b'.- 13125 SW HALL BLVD e /t/ Date Recd: 477c TIGARD OR 97223 �,�t t � ��' PRINT OR TYPE V- 503-639-4171 X304 Permit#: 9 F- 503-684-7297 INCOMPLETE OR ILLEGIBLE APPLICATIONS Cust.Call'd:__jaJ,!e' WILL NOT BE ACCEPTED Name of Development Project TYPE OF WORK INVOLVED -RESIDENTIAL Restricted Energy Fee........................................ $40.00 (FOR ALL SYSTEMS) JOB Street Address Ste# ADDRESS � Lho sf,4��p SWCheck.Type of Work Involved City/tel t�ncd ZIp7� Phone E] Audio and Stored Systems Name 9 ❑ Burglar Alarm z rZS ❑ OWNER Mailing Address Garage Door Opener" City/State Zip Phone# ❑ Heating,Ventilation and Air Conditioning System' Name - --- ❑ Vacuum Systems' JP�e-o .Del TG S 54c-,r 1< C_ Ot`er -- CONTRACTOR Mailing Address 72, /6 -S v TYPE OF WORK INVOLVED -COMMERCIAL (Prior to Issuance a Cit x/Stat} Zrp "),. Phone# Fee for each system............................................. $40.00 copy of all licenses f"rf'�lard ;, _L (SEE OAR 918-260 260) are required If Oregon Contr.Brd Lic.# Exp. a;e Check T of Work Involved expired in C.O.T. Q 7 f 7 yP data base). Electrical Contr.Lie.# Exp Date -7—(,-7 ("I q 7 ❑ Audio and Stereo Systems C.O.T.or Metro Lie.# Exp. at 7 7--5`7 � � ;r = � ❑ Boiler Controls Owner's Name r1 LJ Clock Systems OWNER - Mailing Address �---� APPLICANT l VJ Data Telecommunication Installation CitylStete Zip Phone# ❑ Fire Alarm Installation (I This permit is issued under OAE 918-320-370 This applicant agrees to ! make only restricted energy installations(100 volt snips or less)under this ❑ HVAC permit and to do the following: ❑ Instrumentation 1 Only use electrical licensed persons to do installations where required. Certain residential and other transactions are exempt from licensing. ❑ Intercom and Paging Systems These have asterisks(') All others need licensing; ❑ 2. Call for Inspections when installation under this permit are ready for Landscape Irrigation Control* Inspection at 603-639-4176; ❑ Medical 3 Purchase separate permits for all installatiorc that are not ready for an ❑ Nurse Calls inspection when the inspector is out to inspect ender this permit, 1 4 Assume responsibility for assuring that all corrections required by the ❑ Outdoor Landscape Lighting' r1- inspector are done,and; Vn ❑ Protective Signaling 5 Assume responsibility for calling for a final inspectrr,,i when all of the corrections are completed. ❑ Other ca Permits are non-transferable and non-refundable and expire if work is not started within 180 days of Issuance or if work Is suspended for 180 days. �Nurrber of Systems rl: —' The person signing for this permit must be the applicant or a person No license3 are required. Licenses are required for all other Installations authorized to bind the applicant. FEES: 1, ���� Signature ENTER FEES : 5%SURCHARGE(.05 X TOTAL ABOVE) _ Aui;iority if other than Applicant TOTAL _ I insole doc 1?"/Qe CITY OF TIGARD PLUMBING PERMIT DEVELOPMENT SERVICES PERMIT #. . . . . . . : PLM97-01 4,'--' 13125 S W Hall Blvd.,Ti.qarc,OR 97223 (503)639.4171 DATE ISSUED: 04/30/97 PARCEL: 15136DA-0-0101 51 TE ADDRESS. 11410 SW 68TH PKWY ZONING. 1y1UF SUBDIVISION. . . . : PERS SITE JURISDICTION: TTG BLOCK. . . . . . . . . . : 1...OT. . . . . . . . . . . . . ------------------------ Cl-ASS OF WORK. . :ALT GARBAGE DISPOSOLS- 0 MOBILE HOME SPACES. : 0 TYPE OF USE. . . . .COM WASHING MACH. . . - 0 BACKFLOW PREVNTRS. . : 0 0 OCC1..1PANCY GRP. - :B FLOOR DRAINS,, 0 TRAPS. . . . . . . » . . . . . . : WATER HEATERS. 0 CATCH BASINS. . . . . . . : 0 ;TORTES. . . . . . . . : 0 LAUNDRY TRAYS. - - - - : 0 SF RAIN DRAINS. . . . . : 0 FIXTURES-----'-----'-'-- SINKS. . . . . . . . . : I URI NAI-S. . . . . . . . . . . : 0 GREASE TRAPS. . LAVATORIES. . . . : 0 OTHER FIXTURES. . . . : 0 TUB/SHOWERS. . . . 0 SEWER LINE (ft ) . . . : 0 WATER CLOSETS. : 1Z.1 WATER LINE (ft: ) . . . : 0 DISHWASHERS. . . . : 0 RAIN DRAIN (ft) . . . : 0 Remarks : ADDING ONE (DBL BOWL) SIN!-, IN CONFERENCE ROOM SWR97-0129 FINAL FOR THIS PFRMI1- FEES --------------- Owner: --------------- recpt PUBLIC EMPLOYEES RETIREMENT type amai.Ant by tate DAVID BAILEY P R MT $ P5. 00 JMH Q4/30/97 97-2193,845 PO BOX 73 5PCT $ 1.. 4'.5 JMH LA4/3Q/97 97-293845 PORTLAND OR 97207 Phone #: Cont raetot or------.._-----______ --------------- MECHANICAL 4800 N CHANNEL 1-,ORTLAND OR 972J7 $ 26. 25 TOTAL Phone #- -85-9891 Req #. . - 000000 RFG!UTRFD INSPECTIONS This permit is issued subject to the regulations contained in the Rei-igh-in Insp Tigard Municipal Code. State of Ore. Specialty Codes and all other PLM/Underflaot- applicable laws. All wcrk will be done in accordance with Tnp-ol-kt Insp approved plans. This permit will expire if work is not started Final Inspect ion within 180 days of issuance, or if work is suspended for sort than 188 days. 171prinittee Signatilre: Is SI-lerl By . a Call for inspection 639-4175 :,ITY OF TIGARD Plumbing Application Recd By �v '.3125 SO. HALL BLVD. Commercial and Residential Date Recd_ IGARD, OR 97223 Date to P E. Date to DST 503) 639-4171 Permits Print or Type Related SWR s Std," -01 � Incomplete or illegible applications will not be accepter; Called Name of Development/Project FIXTURES (individual) QTY PRICE AMT Sink %;. /Y'r 9.00 Job a ip�%__ Lavatory 9.00 Address scree Address Suite _ 5W 6944 PkW T,ib or TublShower Comb. 9.00 Bldg x City/State Zip Shower Only 9.00 T/G A W-V Water Closet 9.00 Name ra,b?UC E/npoy. t?ETjAC-n7ENT Dishwater 9.00 OlNner Mailing AddressSuite Garbage Disposal 9.00 ifok '7 3 Wa,;hmg Machine 9.00 city/state Zip Phone Floor Drain 2" 9.00 Pe -r ?"7 z67 Z 2,?-%-f - - 3' 9.00 Narne5A 6 4- 9.00 -y m i Occupant Mailing Address i-' Suite Water Heater 9.00 Laundry Room Tray 9.00 City/State Zip Phone Unnal 9.00 Nam?e - Other Fixtures(Specify) 9.00 /�m�(r�/v7"IgO Z. 9.00 Contractor Mailing Address Suite 9.00 ¢800 V C NAN/Ur L 9.00 C tylState Zip Phone OlitT AY72! / 285-985'1 9.00 Oregon Const.Cont. Board Lica Exp,Cate 9'00 Attach Copy of D d 4 9 ¢.¢ 9.00 Current Plumbing Lic.# V Exp.Dale Sewer-1st 100" 30.00 Licenses p-- � �l J- _ Sewer-each additional 100' 25.00 COT Business Ta or Metro X Exp.Date -• Water Service-1st 100' 30.00 L Name. Water Service-each additional 200' 25.00 Storm R Rain Drain-1st 100' 30.00 Architect _ Or Mailing Address Suite Storm&Rain Drain-each additional 100' 25.00 Mobile Home Space 25.00 Engineer City/State Zip Phone Commercial Back Flow Prevention Device or Anti- 25.00 Pollution Device _ _escribe work New O Addition O Alteration I9t• Repair O Residential Backflow Prevention Device' 15.00 'o be dune: Residential O Non-residential, Any Trap or Waste Not Connected to a Fixture 900 Additional description of work Catch Basin 9.00 add ONS 511Ue G/u 2-N-V r-0Q Insp.of Existing Plumbing 40.00 per/hr <isting use of Specially Requested Inspections 40.00 per/hr n gilding or property I( f Rain Dram.single family dwelling 30.00 ;posed use of Grease Traps 9.00 ilding or properry QUANTITY TOTAL you capping. moving or replacing any fixtures? Yes p No Q Isometric or user diagram is required d Quanity Total is >9 f rimes ee back of form) 'SUBTOTAL nem by ucknowledgc that I h.1ve read this application that the mfomiation tUi ;even is -c,rrrart.that I am the owner or authorized agent of the owner.and 5%SURCHARGE -' hal plan,submitted are in compliance vith Oregon State Laws _ Tgna ore of OwneriAgent Date PLAN REVIEW/251,16 OF SUBTOTAL C Required on d fixture .total o>9 $1 "3-97 TOTAL A� ►n1 -nOct Person Name Phone / 'Minimum permit fen is S25+5 G_ surcharge,except Residential Backflow Iq rN S'9 U5 Prevention Device.which is S 15 5%surcharge - - isldststplmapp.doc 8/96 � �C� Accumulative SewK Taliv This SWR#: Cep ( 3--`f Tenant Name: This PLM#: Addres's'— Fixturos Fixtures New New Value Previous# Previous Uedits Capped l#a total Fixture d off value added R added tota Value Cappevalue values Count off#f count Bap_ustrViForn 4 Bath-Tub/Shower 4 Jacuz/Whpl 4 Car Wash-Each Stall S - I - Drive Through i S Cusaidor/Water Aspirator t Dishwasher • Commer 4 Domest 2 Drinking Fountain Eve Wash l Floor_I'rrain/sink 2 inch 2 - 3 inch 5 4 inch S Car Wash Drain S Garbage Disposal 16 Dom Ito 3/4 HP) I' Comm (too 5 HP) 32 Ind lover 5 HP$ 48 I I, Ice Machine/Refrigerator Drains t C;i Sao(Gas Station) 6 p Recreational vehicle Dum Station 16 Shower- Gang(Per Head) l -Stall 3 Fink- Bar/Lavatory 2 L Bradley 5 Commercial _ _ - Service 3 S,-immmq Pool Filter f Washer. Clothes 8 r Water Extractor 8 Water Closet. Toilet G Urinal __ S TOTALS / 77. Totai fixture value'zZ i( divided by 16 = / 37S EDU NO C,44AP-� FCC- HISTORY 7 7F.I. Ma EDU# SWR# �PL.M#�IZL�)EDU# 5WR# ��' = — PLM# -Ci�� EDU# 7 SWR# M# EDU# SWR# rPLMO EDU# SWR# M# EDU# SWR# PLM# EDU# SV.R# PLM# EDL:# SWR# oa,nu+ne,w.u.. CITY OF TIGARD TEMP''ORARY CERTIFICATE DEVELOPMENT SERVICESof OCCUPANCY P'EiRM I T #. . . . . . . BUF'96 -0441 0 , k '1125SWHall Blvd., Tigard,OR97223 (503)639-4171 DATE 3SUED: 06/03/97 PARCEL: 19136DA-00101 SITE ADDRESS. . . : 11410 SW 68TH F'KWY SUBDIVISION. . . . :P'ERS SITE ZONING: MUE BLOCK. . . . . . . . . . . LOT. . . . . . . . . . . . . . JURISDICTION: TIG CLASS IF WORK. :NEW TYPE OF USE. . . :COM OCCUPANCY GRP'. :B OCCUPANCY LOAD: 848 TENANT NAME. . . -PIERS Remarks : TEMPORARY OCCUPANCY FOR _ DAYS FROM DATE OF ISSUANCE. Three star^y, F,0, 2.'=O sq. ft. office building Owner-: ---------------•---------•------------ P:UBLIC EMP'L.OYEES RETIREMENT DAVID BAILEY P'0 BOX 73 PORTLAND OR 97207 Phone #: Contractor,: _____.--•-.-__________-----------______-- DRAKE_/DUNN—A JOINT VENTURE 437 N COLUMBIA BLVD PORTLAND MOBILE: 50: -0987 OR 97217 Phone #: 978-0800 Reg #. . : 000840 It: is understood by the the owner/tenant that the issuance of this Temporary Occupancy P'er ! it by the Cite of Tigard for, the use and/or•� occupancy of the stri_kctuv-e located at the site address listed above (hereinafter does not grant or convey to the owner or tenant any property right or, other- -est pr-operty interest in the use and/or occ�_lpancy of the str�_�ct�.�re for any pur^pose. It is fi_trther understood that this Temporary Occupancy Permit hall only be valid for the number of days from date of issuance listed above and that the tenf.nt will. no longer, be author-ized to nccI_kpy the str1_Icture after- the specified period, unless and until all the conditions of approval imposed under the City' s Notice of Decision for the project' s land Use case (s) issued by the City' s CommUnity Development Department have been completely fulfilled, complied with to the City' s satisfaction. Issued By BUI 'ING INS 'ECTOR Owner/Tenant Author-iz.ed Signatut-e B ILDI1� ) CIAL PIOST IN CONSPICUOUS PLACE fa CITY OF TIGARD DEVELOPMENT SERVICES BLITL_DTNG PERMIT PERMIT #. . . . . . . BLIP97-0 105 ` 13126 SW Nall Blvd., Tigard,OR 97223 (503)619.4171 LATE I SSUFD: 04/15/97 PARCEL- 1 S 1..36DA-00:1.01 SITE: ADDRESS. . . : 1141.0 SW 66TH PKWY SUBDT.VISION. . . . : PERS SITE ZOki ING:MUE BI_..00N., . . . . . . . . . . LOT. . . . . . . . . . . . . . TURISDICTI0N:TTG ------------------------------- REISSUE: FLOOR R FAS—__—_--____ EXTERIOR WALL C:ON STRUCTION-- CI._AS S OF WORK. _0T R FIRST. . . . : 0 s f N: S: E: kl: TYPE" OF USE. . . :COM SECOND. . . : 0 S PROTECT OPENINGS?------------- TYPE OF CONST. :2N . . . . 171 f N: Si: F: W OCCUPANCY (3RP. :1.12 TOTAL..--------: +T s f RC10F CONST: FIRE RET ) - nCCUPANC...Y LOAD: +,'r BASEMENT. : 0 s f ARTA SEP. RATED: STOR. : 0 HT: +71 ft GARAGE. . . : f 0(-Cl.i SEF-'. RATED: B MT?: MEZZ?: REDD SETBACKS--.. .__. . __. RE(:L)TRED--- FLOOR LOAD. . . . : 0 ps f [-EF T r 0 ft RGHT: 0 f-t (R SPKL: SMOK DET. . : DWEI_(_ING UNITS: 0 FRNT, 0 ft REAR: 0 ft FIR AL.RIh: HNDICP ACC: BEDRMS: 0 BATHS: 0 TMP SURFACF: 0 PRO CORR% PARK*. NG: 0 VAI_UE. $: 0 Remarks : Building perait for installation of a permanent 32 sq ft freestanding sign. 0tgner,: _____.----__._._._----- --____...__----.____.___.________._.._-.._______--.- -- ---• FEES PUBLIC EMPLOYEES RETIREMENTtype Ano+-tnt by date rpcpt P. O BOX 732 ATTEN: DAVTD BAILEY PRMT $ :38. 00 DRA 04/04/9'7 97--292765 PORTLAND OR 97207 P1-(,K 4 214. 70 DRA 04/04/97 97-292785 FIRE $ —5. 00 DRA 04/04/97 97-292785 Phone #: `jP( T $ 1 . 90 DRA 04/04/97 97--O'9789 DRAKE/DUMN, A JOINT VENTURE 437 NORM COLUMB'A BLVD PORTI-AND MCIFITL_E: '-)*0E--09E `1 V CommerGi_al Building Permit Application C:tf of T;93M 131:5 SW Nall Slvd. T1gam.OR 97223 (501)439-4':71 .:obsite Address:_ W OFFICE USE ONLY p,�,,_ 1 7an3nt.: p �( 1/ �'ro5ruite # Planck/Rec. 9. , ��� Qp ^ Valuation: IV(/v Permit l!Z Jwner: ' Map &TL Q�d�oN M ' Approvals Required Addre A�cs: � "I[JQ ' Planning 0 Engineering '' o. ` `elephone: _ Other Contractor: � )pµ CQ . ddre:ls: � � CVA hp _ 1 �11v� Type of constr: '�►aCR�'(�i elephone; ' 91 d¢Op Occupancy Class: ontractor's License # IflAV�.� Sprinkler? Yes Nov (attach copy of current Oregon license) ,ontact name 3 telephone: T*y lit 400 Sq. Ft. Of Project: Story (1st, 2nd, etc.): chitect 8 Engineer: 1iA1U' �Q �.�i. Proposed Use: -address: 10 019 Previous use: (�� I Note: Plumbing 8 mechanical plans must ,ieohone: J� '�1'�' _ be submitted at time of building permit application. '08 DESCRIPTION: J ;,7 nt Signature & Telephone Number) .ceived b ' Date Received: f c� .Z,%l7I.CCC XS'.1 'G38 �ER%IITY Account Description Amount Amt Pd. Balance Due 1 Building Permit (BUILD) G� ✓1 �O D, 1 Plumbing Permit (PLUMB) ,j Mechanical Permit (MECH) \'State Tax (TAX) , ,� 1 ^' 3 Idg. C ^Plumb. J M^ch. h Plan Check (PLANCK) ( 2 y ' 70 Bldg. / � Plumb. ' Mech. Sewer Connection (SWUSA) _ Sewer Inspection (SWINSP) Parks Dev Charge (PKSDC) M Residantial TIF (TIF-R) Mass Transit TIF (TIF-SMT) v Commercial TIF (TIF-C) Industrial TIF (TIF-1) _ Institutional TIF (TIF-IS) ` Cffice TIF (TIF-0) oofJ Water Cuality (WQUAL) _ s� Water Quanity (WQUANT) v Fire Life Safety (FLS) ~ Erosion Cntri Permit (ERPRMT) Erosion PlanckJUSA (ERPLAN) w� _a Erosion Planck]COT (EROSN) — TOTALS: I'.CCM7i CCC CS–i 1C156 OVER-THE-COUNTER (O'rC) PERMIT PLAN REVIEW COMMERCIAL ( STRUCTURAL) BUILDING PERMIT CHECKLIST APPLICANT: p tLD DATE: c -01 7 SITE :ADDRESS: I I � l�' ��J c�� ��- DEVELOPMENT NANIE: VALUE: CLASS OF WORK: FLOOR AREAS: i EXTERIOR WALL CONSTRUCTION TYPE OF USE: (!e 10 FIRST SO FT. N: S. E: W: TYPE OF CONSTR: "i SECOND SQ. FT. PROTECT OPENINGS?: OCCUPANCY GRP: tj i THIRD SQ. FT. i N: S. E. W: OCCUPANCY LOAD: i i TOTAL SO. FT. ! ROOF CONSTR: FIRE RET:__ STOR:— HT: FT — BASEMENT: �— SQ. F r. AREA SEP. RATED: BSMT?: MEZZ? GARAGE SQ. FT. OCCU.SEP.RATED: FIRE SPRINKLER- SMOKE DET.: FIRE ALARM: HANDICAP. ACC.: NrTES uC-A 11P�✓„ OFFICE USE ONLY TYPE OF USE OPTIONS (COM=commercial; CMS = commercial manufactured structure) CLASS OF WORK OPTIONS FOR ALL PERMITS (NEW= new; Add = addition; ALT= alteration; ACS = accessory; FND =foundation; OTR = other, DEM = demolition; REP = repair, FPS = fire protection system, NOTE. ;JSE OTR FOR FENCES, RETAINING WALLS, DETACHED DECKS, SIGNS, AWNINGS, CANOPIES) I ovrcntr2 doc (DST) 12196 COMMERCIAL INSPECTION ACTIONS FEE MENU y w FooUFounci Inspection Permit Fee Fs _ Post/Beam Inspection (C)Plan F;ev.Structure $ Masonry Inspection Framing Inspection (C) Pian Rev. Fire Insulation Inspection (C) 5% State Surchrg $ Shear Wall Inspection Fir.wall Inspection Add'I Permit Fee $ Gyp Board InspecOon Add'I Plan Rev Strctr $ Suspended Ceiling Inspection Add'I Plan RFv. Fire $ Sprinkler Rough-In Add'I 5% State Srchg $ Sprirkler Final Miscellaneous Fee $ Fire Alarm inspection Smoke Detector Inspec,ion USA Erosion Permit $ _ Approach/Sidewalk Inspection Erosion Plan Ck-USA $ _ Miscellaneous Inspection Final Inspection Erosion Plan Ck-COT $ c n_ F- ul J C.7 . 1 I Wvrcntr2 doc IDS 0 12/96 i�� SECTION 14246 ELEVATOR CARS PART 1 - GENERAL 1.01 RETATED WORK A. Requirements: Provide Elevator Cars in accordance with Contract Documents. B. Related Sections: Following apply to work under this Section. 1. Section 14205 - Elevators General 2. Section 14240 - Hydraulic Elevators 3. Section 14251 - Hoistway Entrances PART 2 - PRODUCTS 2.01 MANUFACTURERS A. Award elevator car work to elevator manufacturer. Dover Elevators "Seville 30" is specified to establish design criteria. 2.02 MATERIALS A. Particleboard: Willamette Industries Duraflake FR. Flame spread 25 or .less when tested in accordance with ASTM E84; UL listed. B. Plastic Laminate 1. General: FS L-P-508, Style D, Type I Class 1; 0.050 inch (1.3 mm) thick mat finish; standard color to be selected. 2. Backing Sheet: FS L-P-508, Style ND, Type IV; 0.020 inch (0.5 mm) thick. 2.03 FABRICATION A. General: Make finished work smooth and free from warps, buckles, squeaks, and rattles; joints lightproof. No visible fastenings unless otherwise indicated. B. Car Bow: 14 gauge (2 mm) material. Fabricate shell panels in one piece from floor to canopy; assemble with continuous rubber gasket between panels. n C. Canopy 12 gauge (2.7 mm) steel sheet; white. Provide light tight ~ baffle. — D. Car Doors: Flush type hollow metal, sound deadened, horizontal sliding; provide 2 gibs per panel. Fabrication and cladding to be minimum 16 gauge (1. 5 mm) material. Make provisions to prevent rattling. J P.E.R.S. Headquarters Bldg. 14246-1 Elevator Cars July 1, 1996 E. Lighting: Type indicated; provide with Lutron N-1500-H dimmer. Wheie fluorescent lighting is provided arrange for ready replacement of lamps and ballasts. F. Sills 1. General: Extruded nickel-silver. Provide same design as hoistway entrance sills. Align sill with face of front return. G. Sound Deadenin-e : Spray to back of cab walls; 1/8 inch (4 mm) minimum thickness. H. Ventilation: Rheustatic controlled squirrel cage exhaust blower mounted on canopy; provide exhaust blower plenum. Morrison Model AA. I. Trim: Laminate and mechanically fasten to panels as indicated. J. Removable Panels 1. General: Design with minimum joints for expansion, contraction, and installation considerations; include proviFlions for J-type pad hooks. Finish faces and edges as indicated. 2. Construction a. General: Three-ply construction with fire-rated particleboard cores per NBS PC 51 as applicable; bond with heat resistant adhesive; 3/4 inch (20 mm) thick. Fabricate panels in single units, as directed. Factory seal etiges and back after fabrication. b. Plastic Laminate Facing: Apply face, backing, and edges per manufacturer's recommendations. C. Fire Hazard rlassifications 1) General: Class II flame spread 26-75 per ASTM E84. 2) Identification: Deliver panels appropriately labeled with specified fire hazard classification. K. Ceiling: Fabricate as indicated. Provide hinged portion with concealed latch at side for access to emergency exit. L. Handrails: 2 inch (50 mm) diameter stainless steel No. 4 finish; extend to 1/2 inch (12 mm) of wall at 30 inches (760 mm) above car floor. 2.04 ELEVATOR NO. 1 and 2; PASSENGER A. Car Body: Walls; 14 (2 mm) gauge steel sheet, design to accept removable panels. Clear height under canopy; 7 feet - 4 inches (225 mm) . B. Car Doors: Brushed aluminum. P.E.R.S. Headquarters Bldg. 1424.5-2 Elevator Cars July 1, 1996 C. Front Returns: Swing type as indicated; 14 gauge (2 mm) ecainless steel, with operating buttons mounted integrally. Latzh access holes or exposed mechanism not permitted. D. Transom: Fixed type; same material and fin? sh as front retucne. E. _erpet: Elevator car manufacturer's standar .9. 2.05 ACCESSORIES A. Emergency Lighting: Provide system utilizing normal car fixtures or Locate separate fixtures out of public view. B. Pads and Hooks: Provide two sets of pads to cover walls and front returns, with cut-outs for operating buttons; include permanently attached plastic coated J-type hooks. PART 3 - EXE:CUTION 3.01 INSTALLATION A. Specified under Section 14205 - Elevators ( eneral. EIQD OF SECTTJN P.E.R.S. 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CL. an. - - _-- J – J mmmMIM mmmmmmmmmm "3m 34 (7 00U00.00oo (Djo (D0 (9O0 r � r � e- r- �- r •- r r r r r : ; r )- W as a as amasaaamaaaa - — L mmIrommcommmmmmmmmm ( (� (� C� C� (0C� C7o� C� C� C� C7c� cgo N L r r I r i • D .0 rx z a a a. o. a. a. aaaaaaan. aaa w — - - - - — - a mmmmmmmmmmmmmmmmm o9 (7 C7 O C7 C7 C7 O C7 09 O 09 0 09 O 09 0 Jr � � c., rrr�� rrrrrrCC O co co U • -- N mC1mmC� rommmmmmmmF- F- m Q Z <r0: 0! O: aa0: 0! 0! <ra0! 0_ a000! -j a C r r 0 U O F- F- F- Z F- F- CL - E- F- zaaaoaaaaaaaUUUF- F- G � UU � UL)UUUUUU » > UUU i a� O Cr O � a WWW w W aww Q Z U V Z Z U Q a N t a LL LL LL�LL W W W LLL N W�U 'A W } O 00 � V'OWmwUmlw O � Zam K zzU- LLi ? ziu. L) mzO t wwZQOLL LL aaOF-�F- LL0ILIO.IRo ¢ F- Jow L OoU (f;co000,0ac� 0cnWui - rao�rno � NcVMv � con. 00rnorNM � � NNNNNNNNNNr) MMM Z M M M M M M M M M t') f''1 M M M M M ii M Opening Schedule Mark _Opening Label Door _ Frame Hardwr. __— Notes Size Type Mat. Finish Jamb Head Group 101A 36/94 - 1 Alum. CIr.An. 16 26 11 Verify Size i 02A 36/84 - 3 Wd. Nat. 21 21 1 _ 103A 36/842 Wd. Nat. 21 21 1 104A 36/84-- - _ 3 Wd. Nat. — 21 21 1 _ 105A 36/84- - 2 Wd. Nat. 21 21 2 Light Seal 108A 36/84 20 Min. 2 jWd. Nat. 21 21 3 108B 36/84 20 Min. 2 Wd. Nat. 21 21 3 108C 42/84 _ 20 Min. 2 HM_ P. 20 20 17 _ 109A 36/84 1 Hr. 3 Wd. P. 21 21 4 _ 110A 36/84 - 2 Wd. Nat. 21 21 1 111 A 36/84 3 Wd. Nat. 21 21 1 _ 112A 36/86 3 HM P. _ 19 18 4 Exterior _ 113A Pr36/86 - 3 HM P. 19 18 5 Exterior 114A 36/84 - 2 HM P. — 21 21 1 - - 115A 42/84 3 HM P. 19 19 16 118A 36/84 - 2 Wd. P. 21 21 6 118B 42/84 3 HM P. 20 20 18 _ 118C 42/84 3 HM P. 20 20 167' 119A S- 119A 36/84 3 Wd. P. 20 20 1 120A 36/84 2 Wd. P. 20 20 1 122A Pr36/84 - 2 Wd. P. 21 21 7 122B 36%84 2 Wd. P. 21 21 4 T —' 123A 36/84 1 Hr. 3 Wd. P. 21 21 4 124A 36/84 _ 2 Wd. P. 21 21 6 125A 36/84 2 Wd. Nat 21 21 1 126A 36/84 2 Wd. IIINat. 21 21 1 1 _ 128A 36/84 20 Min. 2 Wd. Nat. 20 20 3 128B 36/84 20 Min. 2 Wd. Nat. 21 21 3 128C 36/84 20 Min. 2 Wd. Not. 21 21 3 129A 36/84 2 Wd. Nat. 21 21 1 131A 36/84 3 Wd. Nat. 21 21 1 131B 36/84 - 3 Wd. Nat. 21 21 1 132A 36/84 - 3 Wd. Nat, 21 21 1 133A 36/84 _ 3 Wd. Nat _ 21 21 1 134A 36/84__ 20 Min. 2 Wd. P. 21 21 T 8 _ 135A 36/84 20 Min. 2 Wd. P. 21_ 21 8- _ 136A Pr48/95 20 Min. 2 Wd. P. 27 1 21 9 Total_Door See A7.3 136B Pr36/84 20 Min. 2 Wd. Nat. 21 21 10 137A 36/84 20 Min. 3 Wd. P. 21 21 8 139A 36/84 2 Wd. P. 21 21 6 140A 36/84 2 Wd. P. 21 21 6 141A 36/84 - 2 Wd. P. 21 21 6 142A 36/84 20 Min. 3 Wd. P. 21 21 8 CZ 143A �' 36/84 _ 20 Min. 2 Wd. P. 21 21 6 _ , 144A 36/84 - 2 Wd. P. 21_ 21 -_4 -' 201A I Pr36/104 - 1 Alum CIr.An 16 26 _11 Verify Sita - .2018 Pr3G/104 - 1 Alum CIr.An 16 26 — 11 Verify Size Opening Schedule P E. R. S. Headquarters Bldg. Page 1 July 1, 1996 Opening Schedule 202A 36/84 20MIn 2 Wd. Nat. 21,22 21 3 2028 36/84 20 Min. 2 Wd. Nat. 21,22 21 3 203A 36/84 20 Min. 2 Wd. Nat. 21 21 12 204A 36/84_ 2 Wd. Nat. 21 21 3 205A 36/84 - 2 Wd. Nat. 21 21 13 _ 206; 36/84 - 2 Wd. Nat. 21 21 13 207A 36/04 - 2 Wd. Nat. 21 21 13 208A 36/84 2 Wd. Nat. 21 21 13 210A 36/84 - 2 Wd. Nat. 21 21 14 212A 36/84 2 Wd. Nat. 21 21 3 213A 36/84_ 2 Wd. Not. 21 21 1 _ 214A 36/84 2 Wd. Not. 21 21 3 215A 36/84_ 2 Wd. Not. 21 21 1 _ 216A 36/84 1 Hr. 3 Wd. Nat. 21 21 3 I 216E Verify Mtl. P. 21 21 Gate 216C 36/84 1 Hr. 3 Wd. Not. 21 21 5 �� 216D 36/102 1 Alum. Cir.An. 13 14 4 Exterior 217A 36/84 2 Wd. P. 21 21 1 21° 36/84 2 Wd. Not. 21,22 21 1 221 A 36/84 2 Wd. Not. 21 21 1 222A 36/84 - 2 Wd. Nat. 21 21 1 _ 223A 36/84 - 2 Wd. Nat. 21 21 1 224A 36/84 2 Wd. Not. 21 21 1 225A 36/84 - 3 Wd. Not. 1 21 21 1 226A 36/84 _2 Wd. Nat. 21 21 1 _ 227A 36/84 2 Wd. Nat. 21 21 1 228A 36/84 2 Wd. Nat. 21 21 3 229A 36/84 2 Wd. Plat. 21 21 1 230A 36/64 Fact. 9 Folding Partition 2308 Verity Fact. 23 28 a Folding Partition,A7.3 230C 30/84 Fact. 9 Folding Partition 2300 Verify Fact. 23 28 9 Folding Partition,A7.3 230E Verify Fact. 22 28 9 Folding Partition,A7.3 _ 231A 36/84 20 Min. 2 Wd. Nat. 21 21 3 231 B 36/84 20 Min. 2 Wd. Nat. 21 21 15 231C 36/64 20 Min. 2 Wd. Nat. _ 21 21_ 15 _ 232A 36/84 20 Min. 2 Wd. Nat. 21 21 15 234A 36/84 20 Min. 2 Wd. Nat. 21 21 3 235A 36/84 1 Hr. 3 Wd. P. 21 21 8 _ 237A 36/84 20 Min. 2 Wd. P. 21 21 6 238A 36184 20 Min. 2 Wd. P. 21 21 6 239A 36/84 20 Min. 3 Wd. P. 21 218 4 20A 36/84 20 Min. 3 jWd. P. 21 21 8 242A 36/84 2 Wd. P. 21 21 '1 301A 36/84 20 Min, 2 Wd. Nat 21 21 3 3018 36/84 20 Min 2 Wd. Not 21 21 3 _ 302A 36/84 2 Wd. Nat, 21 21 1 304A 36/84 2 Wd. Nat. 21 21 1 306A 36/84 2 Wd. Nat. 21 211 307A 36/84 _ 2 Wd. Nat. 21 21 1 _ 308A 36/84 2 Wd. Nat. 21 21 1 �� y 309A 36/84 - 2 Wd. Nat. 21 21 1 Opening Schedule P. E. R. S. Headquarters Bldg. Page 2 July 1, 1996 • Opening Schedule 310A 36184 1 Hr. 3 Wd. Nat. 21 21 3 314A 36/84 - 2 Wd Nat. 21 1 21 1 _ 316A 36/84 - 2 Wd. Nat. 21 21 1 319A 36/84 2 Wd. Nat. _ 21 21 1 320A .36/84 1 Hr. 3 Wd. Nat. 21 21 3 322A 36/84 - j 2 Wd. Nat. 21 21 1 323A .36%84 - 2 Wd. Nat. 21 21 1 324A 36/84 - 2 Wd. hat 21 21 1 326A 36/84 - _ 2 Wd. Nat. 21 21 1_ 328A 36/84 20 Min, 2 Wd. P. 21 21 6 329A 36/84 2 Wd. P. 21 21 6 330A 36184 20 Min. 2 Wd. P 21 21 6 331A 36/84 1 Wd. P 2121 �8 332A 36/84 2 Wd. P. 21 21 8 333A Pr48/95 20 Min. 2 Wd. P. 26 21 11 ITotal Door,A7.3 334A 36/84 2 Wd. P. 4 21 21 1 1. For door frame details see A7.1 and A7.2 except as noted. r Door Type A Door Type B Door Type C Opening Schedule I P. E. R. S. Headquarters Bldg. Page 3 July 1, 1996 Hardware Type 3 1 Pair Butte BB1279 4-1/2 x 4-1/2 652 1/2 Pair Electric Butts BB1279xE1S 4-1/2 x 4-1/2 652 1 Electric Lock D80 PDEU x Athens 626 1. Closer 4040 Series 552 1 Stop F8061 626 1 Set Gasketing 897B Series Head and Jambs --- 1 Card Key Access By Owner. Installed by Contractor Hardware Type 4 1 Pair Butts BB1279NRP 4-1/2 x 4-1/2 652 1/2 Pair Electric Butts BB1279xElS 1-1/2 x 4-1/2 652 1 Electric Lock D80 PDEU x Athens 626 1. Closer 4040 Series 601) 1 Stop F8061 b26 1 Set Gasketing 897B Series Head and Jambe --- 1 Card Key Access By Owner. Installed by Contractor i;c_Hware T,,pe 5 1-1/2 Pairs Butts BB1279 4-1/2 x 4-1/2 652 1 Lock D53PD x Athens 626 2 Flush Bolts 458-1/2 626 1 Dust Proof Strike 488 r. 487 626 1 Closer 4040 Series 600 1 Set Gasketing 897E Series Head and Jambs --- Hardware Type 6 1-1/2 Pairs Butts BB1279 4-1/2 x 4-1/2 65:' 1 Lock DBOPD x Athens 626 1 Stop F8061 626 1 Set Gasketing 8978 Series Head and Jambs --- Hardware Type 7 3 Pairs Butts BB1279 4-1/2 x 4-1/2 652 1 Latch DIOS x Athens 626 2 Flush bolts 458-1/2 626 1 Dust Proof Strike 488 x 487 626 1 Set Gask-ting 897B Series Head and Jambs --- Hardware Type 8 1-1/2 Pairs Butts BB1279 4-1/2 x 4-1/2 652 1 Latch D10S x Athens 626 1 Closer 4040 Series 600 1 Stop F8061 626 1 Set Gasketing 8978 Series Head and Jambe --- R Hardware Type 9 H- �' Hardware by door manufacturer F=: C. P.E.R.S. Headquarters Bldg. 08700-9 Hardware July 1, 1996 Hardware Type 10 1-1/2 Pairs Butts BB1279 4-1/2 x 4-1/2 652 2 Exit Devices 3347L-F-BE 626 2 Dust Proof Strikes 488 x 487 626 2 Closers 4040 Series 652 2 Stops F8061 626 1 Set Gasketing 8978 Series Head and Jambe --- Hardware Type 1.1 1 Cylinder 23-013 626 2 Cylinders 23-013 required at Door 333A 626 Balance of hardware by door manufacturer Hardware Type 12 1-1/2 Pairs Butts BB1279 4-1/2 x 4-1/2 6E2 3. Lock D50PD x Athens 626 1 Closer 4040 Series 652 3 Set Gasketing 897B Series Head and Jambe --- Hardware Type 13 1-1/2 Pairs Butts BB1279 4-1/2 x 4-1/2 652 1 Latch D10S x Athens 626 1 Closer 4040 Series 652 3. Stop F8061 626 1 Set Gasketing 8978 Series Head and Jamba --- Hardware Type 14 1-1/2 Pairs Butts BB1279 4-1/2 x 4-1/2 652 1 Latch D40S x Athens 626 1 Stop F8061 626 1 Set Gasketing 897B series Head and Jambs --- Hardware Type 15 1-1/2 Pairs Butts BB1279 4-1/2 x 4-1/2 652 1 Lock D50PD x Athen4 626 1 Closer 4040 Series 652 1 Stop F806.1 626 1 Set Gasketing 897B Series Head and Jambs --- Hardware Type 16 i-1/2 Pairs Butts BB1279 5 x 4-1/2 652 1 Latch D10S x Athens 626 1 Stop F8061 626 1 Set Gasketinq 8978 Series Head and Jambe --- Hardware Type 17 a H a 1 Pair Butts BB1279 5 x 4-1j2 652 1/2 Pair Electric Butts B81279xE1S 5 x 4-1/2 652 > 1 Electric Lock D80 PDEU x Athens 626 1 . Closer 4040 Series 652 i Stop F8061 626 1 Set Gasketing 897B Series Head and Jambs --- I Card Key Access By Owner. Installed by Contractor LL) J P.E.R.S. Headquarters Bldg. 08700-10 Hardware July 1, 1996 SECTION 16721 FIRE ALARM SYSTEM PART 1 - GENERAL 1.01 SUMMARY A. Section includes: 1. Fire Alarm System Operation. 2. Fire Alarm Equipment. 3. Fire Alarm Wiring. B. Furnish and install an integrated, proprietary, monitoring and control system for a complete Fire Alarm System as described herein. The system includes processing units, local data panels and peripheral alarm devices and outputs for specified control functions. C. System includes, but not be limited to, all controls, power supplies, signal initiating and sounding devices, modules, batteries, relays, conduit, annunciators, remote site signal transmitters, wiring and all other equipment necessary for a complete and operating system. D. Contact governing authorities prior to bid and provide all required fire alarm devices and components as directed by governing codes as interpreted by governing authorities even if devices are not indicated on Drawings. E. Provide all devices shown on the Drawings in addition to all code- required devices. F. Related Work: 1. Section 16010, Basic Electrical RequirFments. 2. Section 16110, Raceways. 3. Section 16120, Wires, Cables and Connectors. 4. Section 15950, Controls. 1.02 SYSTEM DESCRIPTION A. Requirements of Regulatory Agencies: 1. Installation subject to inspection and approval of federal, state and local authorities. 2. Provide equipment listed by NFPA 71, 72A, B, C, D, and UL 864 and 1076 requirements and is UL listed and FM approved by the Oregon State Fire Marshal. B. Reference Standards: 1. NFPA 72. 2. NEC. 3. UBC - 1991. 4. Underwriters' Laboratory listed. 5. NFPA 90A. 6. NFPA 101 - 1994 Edition. 7. UL UOJZ Listing. P.E.R.S. Headquarters Bldg. 16721-1 Fire Alarm System 07/01/96 1 .t,3 SUBMITTALS A. Sutriit Shop Drawings and product data in accordance with Sect on 16010. B. Indicate system componenta, size of components and location. C. Submit manufacturer's installation instructions. D. Submit manufacturer's descriptive literature, operating instructions and maintenance and repair data. E. Submit complete device and wiring diagrams on architectural sheets at original drawing scai.es with indication of device type and physical location, battery calculations, and component description to the local fire authorities having jurisdiction, for approval, prior to construction. F. Submit, prior to final acceptance, a letter confirming that all inspections have been completed and the system is installed and functioning in accordance with the Specifications. Include manufacturer representative's certification of installation. PART 2 - PRODUCTS 2.01 MANUFACTURERS A. Furnish all equipment specified in this Section by one manufacturer, Simplex Model 4005 or equal from the following manufacturers: pyrotr.onics, Notifier, FCI, Edwards. 2.02 FUNCTIONS A. System Supervision: Provide electrically supervised Class A system, with supervised alarm initiating and alarm signalling circuits. Occurrence Of single ground or open condition in initiating or signaling circuit places circuit in "trouble" mode. Component or power supply failure places system in "trouble" mode. Occurrence of single ground or open condition on alarm initiating circuit or on signalling circuit does not disable that circuit or control panel from tranFimitting "alarm". B. Alarm Sequence of Operation: Activation of manual or automatic indicating device causes sys,_em to enter alarm, which includes the following operations: 1. Sound and display local fire alarm 3ign3li-nq devices. 2. Transmit signal to remote station equipment, i.e. local fire department or Owner's selected vendor. Provide necessary connections and transmission equipment. 3. Indicate location of alarm zone on fire alarm control and annunciator panels. o. 4. Transmit signal., by zone, to building smoke removal system. 5. Transmit signal to building mechanical. systems to initiate ►- shutdown of fans and damper operations. J 6. Transmit signal to release door hold open devices. .J P.E.?.S. Headquarters Bldg. 16721-2 Fire Alarm St<ctem 07/0) /96 7. Transmit signals to i,�-,Ilding elevator control panel to initiate elevn�.or recall. C. Alarm Reset: Key-accessible reset function resets alarm System out of alarm if alarm initiating circuits have cleared. D. Trouble Sequence of Operation: System trouble, including grounding or open circuit of supervised circuit, or power ar system failure, or fire sprinkler tamper activation causes system to enter "trouble" mode including the following operations: 1. Visual and audible trouble alarm by zone at control panel. 2. Visual and audible trouble alarm at annunciator panels. 3. Provide manual "acknowledge" function at control panel to silence audible trouble alarm, visual alarm remains displayed until initiating trouble is cleared. 4. Transmit "trouble" signal to remote station equipment. E. Lamp Test: Manual "lamp test" function causes alarm and trouble indi_cati.on at each zone at fire alarm control panel. Provide "lamp test" function at each annunciator panel. F. Drill Sequence of Operation: 1. Manual Drill Function Alarm Mode Operation: a. Sound and display local fire alarm signalling devices. b. Indicate location of alarm zone on fire alarm control panel and on remote annunciators. C. Notify remote station monitoring. 2. Provide keyed drill and reset switch at a location as directed by the Architect. c. Zoninq: Provide zoning as shown an the Drawings and required by codes, minimum 16 zones and capability to expand to 36 zones. Provide a minimum of two spare zones. Where the Drawings show no zoning schedule, follow schedule concept as listed below: 1. Each building floor is an independent zone. 2. Buildings not defined by multiple floors and wings is zoned by fire separations and HVAC control zones. 3. Each fire sprinkler flow switch is an independent zone. 4. Each duct detector is an independent zone. 5. Elevator shaft detectors is an independent zone. 6. Mechanical/Electrical Room is an independent zone. 2.03 MATERIALS A. Control Panel: 1. Provide the control panel dead front, modular, complete with power supply, in this Specification, standby battery trickle charger, ground fault supervision, and full facility to add four additional modules. Incorporate each system function in the control panel module mounted in a NEMA-1 enclosure assembly and interconnected by plug-in power and supervisory jacks. cc P.E.R.S. Headquarters Bldg. 16721-3 Fire Alarm System 0.7/01/96 2. Each circuit includes individual supervisory and alarm function and is be so arranged that a fault conditioi, in any circuit will not affect the proper operation of any other circuits. Zone functions are modular, plug-in devices, with no more than 2 circuits per module. There is one supervised zone circuit for each annunciation point. 3. Provide supplementary relay modules for control of all external devices (elevator recall, door release, etc. and remote `em status indication) and for providing alarm Big- external equipment requiring fire alarm signals. Prc .,vision for interfacing to the building control sysl 4. Provae the system microprocessor based and of modular design. The control panel contains, but not be limited to: a. Initiation circuits. b. Alarm indicating appliance circuits. C. Supervised Annunciator Circuits. d. Local energy, shunt master box, or reverse polcrity remote station connection. e. Form C alarm contacts (2 amp) . f. Form C trouble contacts (2 amp) . g. Earth ground fault. sipervision circuit. h. Combination MOV/gas iischarge transient suppression circuit per signal cir,:uit. i. Automatic battery charger. j. Manual disconnect switch per zone. k. Battery meters voltmeter and ammeter. 1. Brownout Supervision of AC power. M. All other components as rGAuired by local codes and product descriptions or functions shown on the Drawings and/or described in these Specifications. B. Power Supp1Y: Provide power supply, w.'.r-hin control panel, adequate to serve control panel modules, remote detectors, remote annunciators, door holders, smoke dampers, relays, alarm signaling devices, and other connected devices. C. Remote Site Signal Transmitter (Auto Dialerl: Electrically supervised, capable of transmitting alarm and trouble signals over telephone lines to remote station receiver. Signal transmitter interfaces fully with receiver station of local fire department or owners selected vendor. Verify requirements &_,d provide call sequence and message as directed by the owner. Sescoa 5100, Silent Knight 5104, or approved. D. Auxiliary Relays: Provide sufficient SPDT auxiliary relay contacts for each detection zone to provide accessary functions as described, required by codes for equipment shown on the Electrical, Mechanical and Architectura_ Drawings. E. Auxiliary Switches: Provide auxiliary equipment control switches, 7_ trouble acknowledge switches, drill and silence switches with 2 labeled status indicating lights for each switch. r•- 7-- 117 J P.E.R.S. Headquarters Bldg. 16721-4 Fire Ala,-m System 07,1n1 /c6 2.04 INITIATING DEVICES A. Manual Stations: Semi-flush polycArbonate double or single action as directed, with auxiliary contacts, color as elected by the architect. Stations do not allow clos+.-,re without keyed reset. Glass break only where specifically noted. Glass break stations allow testing without breaking glass, provide spare glass. Similar to Notifier LGN/LRG Series. B. Fixed Temperature Heat Detectors: Rated 135 or 190F as noted on the Drawings or required by space use. Provide off white low profile detectors with auxiliary contacts. Contacts rated for three amperes a, 120 volts AC and one ampere at 24 volts DC resistive. C. Rate of Rise Heat Detectors: Off white detector responding to 15 degree temperature rise per minute and to 130 or 190 degree fixed temperature as noted on the Drawings or required by space use. Auxiliary contacts rated for three amperes at 120 volts AC. D. Photoelectric Detectors: Rate-compensating fixed sensitivity with self compensating circuitry and auxiliary relay contacts. Provide integral self restoring thermal element rated a•. 135F. Visual indication of detector actuation. Led source multiple cell. 360 degree smoke entry, functioncl test switch, 2 and 4 wire operation, 900 square foot coverage, insect screen, vandal resistant locking feature. E. Ionization Detector: Dual chamber 360 degree smoke entry, visual latching operation indicator, insect screen, field adjustable sensitivity, test switch, tamper resistant, solid state voltage regulation, integral 135 degree rate compensating thermal element, auxiliary relay contacts. F. Duct Mounted Smoke Detectors: Ionization or photoelectric as directed, auxiliary relay contacts rated at 5 amperes each at 120 volts AC. "Normal/reset/test" switch, duct sampling tubes extending width of duct, visual indication of detector actuation, two or four wire operation, direct housing mount (remote mount were direct mount is not possible) . Detector powered from control panel, power on indicator light. Detector rated for air velocity and temperature of duct. Verify quantities, locations, and requirements with Mechanical Drawings prior to bidding. G. Remot-- Switches: Provide remote control and test switches for system or equipment testing or control accompanied by english language labeled indicator lamps. H. Water Flow Switches: Match pipe size, adjustable time delay mechanism bet­ en paddle and alarm contacts. Verify requirements, locations, ar : quantities with sprinkler design. Water flow switches are provided by Mechanical, wired by Electrical, unless specifically noted otherwise. I. Tamper Switches: Sprinkler valve supervisory swatches, verify 11 requirements, locations, and quantities with sprinkler design prior 2 to bidding. Tamper switches are provided by Mechanical, wired by i— Electrical, unless specifically noted otherwise on Drawings. Un J. Detector Bases: Non addressable bases 2 or 4 wire as required by ., system or as directed. Compatible with twist lock smoke of 'heat detection devices. CIO c� LLI P.E.R.S. Headquarters Bldg. 16721-5 Fire Alarm System 07/01/96 2.05 ANNUNCIATORS A. Standard remote Annunciator: LED current 14.mited flush or su,:face mount as directed, zone capacity as req.iirec by zone schedule. Red alarm and yellow trouble light, lamp test switch, alarm and trouble buzzer, buzzer silenced LED actuated by buzzer silence switch, English language identification on annunciator by zone name, i.e. "Second Floor Smoke Detectors", not "Zone 1". Drill alarm key activation and reset switch. Minimum size 12 inch by 12 inch with UV stabilized lexan or equal face plate, back box, and signal mr,dules. Self-contained suitable for wet location where located exterior. 2.06 BATTERIES AND CHARGING SYSTEM A. Loss of normal and emergency power automatically cause the system to transfer to battery power. Indicate battery power operation by a yellow lamp and audible annunciation at the control panel, with sequential pulse signal. Upon return of the system power, unit recharges batteries to full capacity and maintain battery on float charge. B. Provide storage batteries of sufficient capacity to operate the fire alarm system under normal supervinory condition for 24 hours and operate alarm signals for 15 minutes at any time during the 24 hour period. Provide trickle charge adequate capacity to maintain the battery fully charged with automatic rate cherge. Provide batteries, sealed gel cell type. Place batteries in a separate, locking cabinet manufactured for the purpose. Do not install cabinets or equipment below the battery cabinet. Do not locate cabinets in ceiling space. 2.07 DOOR HOLDERS AND RECALL A. Magnetic door holders, automatic door closer with integral smoke detector, rr,11-down fire doors and elevator recall. Verify requirements id quantities prior to bidding. 1. All magnetic door holding devices, provide and install automatic door closer and roll-down type fire doors by door hardware supplier. Division 16 provides all power and control conduit, wiring, boxes and terminations to power all devices and interface all devices to fire alarm system. 2. Hold door open until signaled by relay module in the fire alarm control panel. When actuated, the device will release door to close. All doors release automatically on power failure. 3. Provide fire alarm system wiring to all door closers and connect smoke detector to the respective alarm initiating zone. 4. Provide elevator recail, smoke detection with auxiliary contactp and connection to elevator equipment and fire alarm control panel where required on the Drawings or by the authorities. �. Provide smoke damper/hatch and control,/monitoring. Provide all required detectors, relays, wiring, etc. Verify requirements, locations and quantities with Mechanical prior to bidding. P.E.R.S. Headquarters Bldg. 16721-6 Fire Alarm System 07/01/96 2.08 INDICATING DEVICES A. Strobes and Horne: Provide quantities and locate to provide minimum sound level of 15 dBA above building ambient in all areas. Rate strobes and horns between minimum, 81 dBA and maximum 100 dBP.. at 10 feet in an anechoic chamber on an A-weighted scale. Provide all interior horns and strobes with ADA approved strobe. At exterior locations provide minimum 8 inch diameter strobe. Strobe and horn locations shown on the Drawings am to be provided in addition to those required to meet minimum code requirements. Evaluate building architectural and acoustical characteristics and provide, in addition to devices shown, all required devices to satisfy all local and state/federal minimum audibility requirements. Provide device layout on full scale Architectural Drawings showing code approved horn/strobe layout during the submittal phase. Provide tests in the presence of the local fire authority and the architect, to prove strobe/horn quantities and locations meet minimum requirements. Provide and install additional strobes/horns required as a result of these tests without additional costs. B. Flasher Strobes: White diffusers, red letters, ADA and UL 1971 approved, flush frame, flash rate per local codes. Synchronize strobes as required by ADA to prevent seizure reactions. PART 3 - EXECUTION 3.01 INSTALLATION A. Obtain approval of eystem design from fire authority prior to installation. Do not begin installation without approval from the authority having jurisdiction. e. Fire alarm conductor terminations in control panel and annunciator panels on terminal strips with separate point for each conductor number. All such stri?s identified as shown in wiring diagram atteched to inside of dcor of control panel. Connect wiring neativ to terminal strips. Connect clip with nylon cable straps or lace with just cord. Set up termination of cabling so that sections of the system may be isolated or shorted out for servicing. C. From fire alarm control panel, make connection to motor control centers and related equipment as required for fan system control. 3.02 WIRING A. In accordance with manufacturer's instructions and as required by authorities, provide all wiring, conduit and outlet boxes required for the erection of a complete system as described herein, as shown on the Drawings, and as required by governing authorities. B. Provide all. wiring to meet the requirements of all national, state and local electrical codes. Provide color coded wiring as recommended and specified by the manufacturer, minimum size number 14. All wires tagged at all junction points and be tested free from grounds or crossed between conductors. over all junction boxes labeled and exact position and label noted on the Record Drawings. C. Provide all final connections between equipment and the wiring system approved by a representative of the manufacturer. P.E.R.S. Headquarters Bldg. 16721-7 Fire Alarm System 07/01/96 3.03 SYSTEM VERIFICATION A. Upon completion of the installation, subject the system to operational tests and when all necessary corrections have been accomplished, advise the Architect who will schedule a final inspection test with the owner. Ensure the connections to the fire alarm system have been in service for at lege= 10 days prior ti the final inspection. Furnish all instruments, labor and materials required for the tests and a qualified technician to conduct the tests. Correct any deficiencies found at no cost and system retested as necessary, prior to final acceptance. Tests include the following: 1. An operation of ear_h signal initiating device (all smoke detectors, heat detectors, pull stations, doors, process and facilities control sequences) . 2. An operation of each indicating device (alarm horn and alarm lamp) . 3. Operation of all features of the System under normal operation. 4. operation of all supervisory features of the system. 5. Operation of all features of the systems on standby power with primary power off. 6. Documentation by download of control panel memory. B. Upon completion of the installation of fire alarm equipment, provide to the Architect a signed, written statement substantially in the form as follows: "The undersigned having been engaged as the Electrical Contractor on the facility confirms that the fire alarm equipment was installed in accordance with the Drawings, Specifications, wiring diagrams, instructions, directions provided by the manufacturer, and requirements of the governing authorities". 3.04 EQUIPMENT DEM014STRATION AND PERSONNEL TRAINING A. At the direction of the Architect the equipment supplier of the system will provide factory trained representative to demonstrate the operation of the fire alarm system equipment and to instruct the Owner in its operation. Provide names and date of instruction prior to final acceptance. 3.05 OPERATION AND MAINTENANCE MANUALS A. Provide three sets of manuals to the Architect prior to final acceptance. Provide manuals containing professional developed Record Drawings, battery type and battery calculations, spare parts list, operating procedures, trouble shooting guide, program printout, data file on disk and a one year warranty agreement including parts and labor. warranty period begins upon the date of final acceptance. END OF SECTION P.E.R.S. Headquarters Bldg. 167:211-8 Fire Alarm System 07/01/96 6. Documentation by download of control panel memory. B. !Pon completion of the instal ation of fire alarm eau.oment provide to the Architecta signed, written statement substantially in the form as follows: "The undersigned having been engaged as the Electrical Contractor on the facility confirms that the fire alarm equipment was installed in accordance with the Drawings, Specifications, wiring diagrams, instructions, directions provided by the manufacturer, and requirements of the governing authorities". 3.04 EOUiPMENT DEMONSTRATION AND PERSONNEL TRAINING A. At the direction of the Architect the equipment supplier of the systen will provide factory trained representative to demonstrate the operation of the fire alarm system equipment and to instruct the Owner in its operation. Provide names and date of instruction prior to final acceptance. 3.05 OPERATION AND MAINTENANCE MANUALS A.. Provide three sets of manuals to the Architect prior to final acceptance. Provide manuals containing profesnional developed Record Drawings, battery type and battery calculations, spare parts list, operating procedures, trouble Shooting guide, program P , file on disk and a one year warranty agreement includin; parts and labor. Warranty period begins upon the date of final acceptance. END OF SECTION r- J ca v LL1 P.E.R.S. Headquarters Bldg. 16721-4 Fire Alarm System 07/01/96 SECTION 15300 FIRE PROTECTION IPART 1 - GEMERAL 1.01 WORK INCLUDED A. Provide the following: 1. Wet-pipe sprinkler system. 2. Dry-pipe sprinkler system in areas subject to freezing. 3. Pre-action sprinkler system. 4. Private fire service main, including connection to existing utility, and piping to the inlet connection inside the building. Provide required valves, backflow preventer, vaults, and appurtenances. B. Provide tamper, flow, and pressure switches. Coordinate location fff and type of tamper, flow, and pressure switches with the Fire Alarm System. C. Provide all costs for electrical connecti.uns and wiring as required for a complete and operable system. Includes, but is not limited to air compressors, sump pumps, fire pumps, jockey pumps, pump controllers, etc. Coordinate with Electrical and Fire Alarm Systems. D. Refer to Mechanical and Plur i,ing and Civil sheets for additional I information relating to the Tire Sprinkler System. 1.02 QUALITY ASSURANCE A. Qualifications: Company specializing in sprinkler systems of similar type and scope with three years experience. B. Regulatory Requirements: 1. Codes: Provide system per the requirements of the following, except as specifically modified herein. Apply edition as enforced by AHJ unless otherwise stated. Comply with State amendments. a. Uniform Building Code as adopted by the Authority Having Jurisdiction. b. Uniform Fire Code as adopted by the Authority Having Jurisdiction. C. Uniform Bui.ldiag Code and UBC No. 38-1, Installation of Sprinkler Systen.s. d. NFPA 13, (1991 Edition) Standard for the Installation of Sprin'..Ler Systems. e. Uniform Fire Code and UFC, Appendix III-C, "Testing Automatic Sprinkler and Standpipe SystemF,". f. NFPA 24, Standard for the Installation_of Private Fire Ser�,ice Mains and Their Appurtenances. P.E.R.S. Heaequar.ters Bldq. 15300-1 Fire Protection 07/01/96 r g. Listed Components: Provide components UL listed and FM approved, except as modified herein. 2. Definitions: a. Code: Where this Specification refers to "Code", it shall indicate any or all of the above listed Codes as applicable to that reference. b. AHJ: Authority Having Jurisdiction indicates all reviewing authorities, including the local Fire Marshal, the Owner's Insurance Underwriters, Owner's Representative, and any other reviewing entity whose approval. is required to obtain systems acceptance. 1.03 SUBMITTALS A. Submit the following for review. Include in Operations & Maintenance Manual. 1. Hydraulic calculat•Lons, detailed pipe layout, hangers and supports, components and accessories to the Engineer . Shop Drawings, product data, and hydraulic calculations to the Fire Marshal and the Owner's insurance underwriter, for approval prior to submittal to Engineer, provide proof of approval to Engineer, with all submittals. 2. Project Record Documents indicating record conditions (one paper sepia, two prints) . 3. 'fest Regort,,: Underground and above around piping hydrostatic test, water supply flow test, Code-required acceptance tests. Manufacturer's operation and maintenance data. Include written maintenance data on components of system, servicing requirements, and Record Drawings. 1.04 DELIVERY, HANDLING AND STORAGE A. Provide temporary inlet and outlet caps. Maintain caps in place until installation. 1.05 EXTRA STOCK A. Provide extra sprinkler heads per Code, provide suitable wrenches for each head type, and metal storage cahLnet in location designated. 1.06 SYSTEM DESCRIPTION A. General: 1. Provide coverage 'or the entire building. P.E.R.S. Headquarters Bldg. 15300-2 Eire Protection 07/01/96 2. Design Parameters : a. Building Area: Preaction System Extended Computer Area. The extended computer area consists Of the following: Room Name 119 Computers 120 Printer Room/Paper Stg. 121 Production 122 Computer Room Occupancy Classification: Light. Density: 0.10 GPM per square foot over a 1950 square foot hydraulically most remote design area per NFPA 13. Area per Sprinkler: 225 square feet maximum. Inside Hose Allowance: 0 GPM. Outside Hose Allowance: 100 GPM. b. Building Area: Rest of Building. Occupancy Classification: Light. Density: 0.10 GPM per square foot over a 1500 square foot hydraulically most remote design area per NFPA 13. Area per Sprinkler: 225 square feet maximum. .nside Hose Allowance: 0 GPM. Outside Hose Allowance: 100 GPM. ?. Sprinkler system design shall include a 10 percent cushion between system demand point and available water supplies. 1.07 FLOW TEST A. Flow: 1138 GPM at a residual pressure of 64 PSIG. Static Pressure: 82 PSIG. Location: 6940 SWS Baylor Street. Date: 5/91. Information Provided By: Tualatin Valley Fire and Rescue, Joe Martin, 503-526-2505. 1.08 GUARANTEE. A. The Contractor shall guarantee all systems against defective equipment, materials and workmanship for a period of one year after Owner's acceptance. PART 2 - PRODUCTS 2.01 PIPE AND FITTINGS A. General: Provide per AHJ requirements, and as a minimum per below. B. Materials: Domestic Manufacture. Q 1. Buried Piping: Ductile iron Class 52, AWWA 01.51 with flanged cr or mechanical joint fittings; or PVC, SDR-18, AWWA C-900. :n 2. Above Ground Inside Building Piping: a. Pipe size 2 inch diameter and smaller: ASTM A53, ASTM A135, or ASTM A795; minimum CRR of 1.00 per UL listing or Factory Mutual approved. Threaded, mechanical 4 couplings, or welded fittings. P.E.R.S. Headquarters Bldg. 15300-� Fire Protection 07/01/96 b. Pipe Size 2-1/2 inch diameter and larger: ASTM A53, ASTM A135, or ASTM A795; wall thickness greater than Schedule 5 (Schedule 5 not approved) . Threaded, mechanical couplings, flanged, cr welded fittings. C. Mechanical Couplings: FM approved; Victaulic, Gruvelock, or equal. d. All dry pipe system piping shall be galvanized inside and out. 2.02 SPECIALTIES A. General: 1. Fire Department Connection: Free standing type; ductile iron; brass finish; thread size to suit fire department hardware; two way threaded dust cap and chain of same material and finish, 3/4 inch automatic drip connected to drain; marked "Sprinkler Fire Department Connection. " 2. Waterflow Detector: Vane-type with SPDT switches and adjustable time delay (0 to 75 seconds) . Grinnell VSR-F; Viking VSR-F; Potter VSR-SF, or equal. 3. Tamper Switches: Provide to mount on applicable valve (OS&Y gate, butterfly, or PIV) , with SPDT switch(es) to match requirements of fire alarm system. 4. Backflow Prevention Device: a. Two check valves in series with OS&Y gate valves at each end. Provide detector if required by local utility. Entire assembly must be UL listed or FM approved for fire protection service as a unit for fire protection service. Manufacturer: Wilkins, Hersey, Viking or equal. b. Ctility Vault: Precast concrete under5.-ound sized to e-nclosE the backflow prevention device and the fire department connection check valve, with adequate clearance around these items to allow maintenance. Provide a drain sump in tFt vault bottom, suitable for i.nsertion of a sump pump. PLivide sump pump or gravity drain and drain piping to appr�•red discharge locations required by Local Code officials. Provide all costs for electrical connections and wiring as required for a complete and operable system. Provide all electrical penetrations watertight. Provide all piping penetrations by rubber links which seal watertight by tightening compression bolts, or equivalent watertight premanufactured pipe penetration system. Provide extensions as required for proper depth, and round - access manway access with cover, and ladder. Coordinate with Civil and Electrical Drawings. 5. Low Pressure Alarm switch- Coordinate electrical requirements with fire alarm system. Grinnell PS40-1, Viking A-1. rr- 6. Automatic Ball Drip Valve: Grinnell F789, or equal. �J P.E.R.S. Headquarters Bldg. 15300-4 Fire Protection 07/01/95 7. Sectional Control Test/Drain Unit: ASTM A53 pipe, with inspector's test valve, sectional drain valve, sectional ;solation valve with tamper switch, restriction union with corros+on resistant orifice equal to sprinkler orifice, sight flow connection, and waterflow detector. Grinnell F360/361/362, or equal. 8. Inspector's Test Connection: G/J Sure-Test. 9. Pressure Switch: Coordinate electrical requirements with fire alarm system. Potter PS10, Viking A-1, Reliable J54. 2.03 SPRINKLER HEADS A. General 1. Finished Areas: Glass-bulb, quick response, recessed pendent with chrome plated finish, with white painted escutcheon. 2. Non-Finished. Areas: Glass-bulb, quick response, with brass finish. 3. Dr ?endant: Recessed, solder or glass bulb, quick response, chrcme finish with chrome escutcheon. 2.04 PRE-ACTION SYSTEM A. Provide a complete and operable double interlocked pre-action sprinkler system for extended computer room. Room Name 119 Computers 120 Printer Room/Paper Stg. 121 Production 122 Computer Room B. Pre-Action Valves: Provide a deluge type valve for each room with wet. trim, actuated by electrical solenoid valve. Deluge valve shall be differential type, manually res9t, with all required trim and appurtenances. Rated working pressure of at least 175 PSIG. Reliable Model A or B; Central Model A; or equal. C. Actuating SvsteProvide a complete and coordinated electrical fire alarm and actuation system for each pre-action valve consisting of smoke detectors, manual emergency stations, electric releasing control panel, actuation solenoid valve, fire alarm bells and all required wiring, conduit and appurtenances. Manufacturer: Reliable "Supertrol", FCI, Simplex, or equal. 1. Provide control panel and overall system with Class A wiring, battery backup with minimum 90 hour power supply and automatic charging circuit, power supply, switch module, motherboard, all electric cards necessary for required functions, electrically supervised circuits and components, and short circuit and ground fault indication. Input Power: 120V, 1 ►- phase, 60 Hz Manufacturer: Reliable Model 4800, or equal. R 2. Smoke Detectors: Ionization type. Spacing and installation �- per Code and manufacturer's instructions. At least two F detectors shall be installed in each room of the exter_ded -� computer room for crossing zoning. 3. Manual Emergency Stations: Reliable BRG-1 or equal. 1� J P.E.R.S. Headquarters Bldg. 15300-5 Fire Protection 07/01/96 4. Alarm Bells: Reliable KMS, or equal. Provide 6 inch bells for "trouble" and 8 inch bells for "early warning" alarm. 5. Solenoid Valve: Reliable LV2LBx25 or equal. 6. Coordinate actuation with other systems to not duplicate sensors. 7. Fire detectors in the extended computer room shall be cross zoned. Upon actuation of the first- fire detector an alarm shall sound and the computer room fire alarm panel will indicate the first zone is in alarm. 8. Provide two sets of dry contacts for first alarm. a. One set of dry contacts will be output to building alarm system. Connection by others. b. Second set of dry contacts will be output to Information System for fire alarm notice on information system. Connection by others. 9. Upon actuation of the second zone of fire detection in the extended computer room, an alarm shall sound and the computer room fire alarm panel will indicate the second zone is in alarm. 10. Provide one set of dry contacts for second zone in alarm. a. This set of dry contacts will be output for electrical power shutdown for the extended computer room. Connection by others. 2.05 VALVES A. General: 1. OS&Y Gate: a. 2-1/2 Int-hes and Larger: Nibco F-607-0, or equal. b. 2 Inches and _Smaller: Nibco T-104, or eq. al. 2. NRS Gate: Non-rising stem with post indicator. Nibco M/F-609 with NIP1A or equal for yard use or Nibco NIP2 or equal for wall use. 3. Swing Check: Iron body, rubber and bronze faced checks. Nibco F-908-W/B, or equal. 4. Wafer Check: Iron body, rubber seat, spring actuated. Nibco W-900-W, or equal. a 5. Butterfly Valves: Ductile iron body, Nibco WD3510-4 or equal. 2.06 SYSTEM ALARM VALVES Ln ?' A. Wet Pipe Alarm Check Vale: Provide with all trim as recommended by .-. the manufacture~ `ter var.able pressure service including retarding —'� chamber, pressuze gauges, main drain, integral alarm test. Reliable Model E, or equal. Ln l.i l J P.E.R.S. Headquarters Bldg. 15300-6 Fire Protection 07/01/96 B. Dry Pipe Valve: Differential type. Provide with all trim as recommended by the manufacturer for variable pressure service, including air maintenance device, electric low pressure alarm switch, priming valves and test, main drain, and pressure gauges. Provide accelerator when system volume exceeds 500 gallons. Provide air compressor, sized per sprinkler dry pipe valve manuficturer's recommendations to fill system and to maintain system pressure as required per Code. Manufacturer: Reliable Model D Dry Pipe Valve. or. equal. PART 3 - EXECUTION 3.01 INSTALLATION A. Coordinate the work of this Section with other trades. Provide adequate space for installation. B. General• 1. Provide post indicator on buried shatuff valves. Locate near vault. 2. Provide listed backflow assembly at sprinkler system water source connection. Coordinate with .local utility, conform to their installation requirements. i 3. Fire Department Connection: Locate with sufficient clearance from walls, obstructions, or adjacent siamese connectors to allow full swing of fire department wrench handle. Locate at backflow preventer vault. 4. Install pipe runs to minimize obstruction to other work. Coordinate with HVAC and cable tray plans. 5. Install piping in concealed spaces above finished ceilings. 6. Center heads in the middle of suspended ceiling tile. 7. Apply strippable tape or paper cover to ensure sprinklers do not receive field paint finish. Remove upon completion of painting. B. Provide seismic restraints per Code. As a minimum, provide a 4-way earthquake bracing at the riser and at each change of direction of the main, and 2-way bracing at 40 feet on center along the main. 9. Risers: Provide two inches of clearance all around the fire main through the foundation wall and floor. Pack annular space with mineral wool and silicone sealant. Provide bell and spigot rodded pipe assemblies for the connection between the underground fire main, and the riser, including the last horizontal connection, and all vertical connections to the first connection on the riser. coat rods for corrosion resistance, or use stainless steel. 10. Flush entire piping system of foreign matter. 11. Route water supply flow test connections to a location which can accept the flow under wide-open flow and pressure for a sufficient time to assure a proper test, and which will not cause damage, including to landscaping. P.E.R.S. Headquarters Bldq. 15300-7 Fire Protection 07/01/96 12. Coordinate location and electrical requirements of air compressor with General and Electrical Contractors. 13. Provide dry pendant sprinkler heads on pendant drops from dry piping. 14. Provide sprinkler control valve for each floor of building. 3.02 PRE-ACTION SYSTEMS A. General: 1. Provide emergency manual stations adjacent to each exit from each space. Coordinate final location with Architect. 2. Provide at least one alarm bell, and other trouble bell in each space. Provid3 more than one bell per space if necessary for complete audible coverage. Coordinate with AHJ. Provide plastic tri-color engraved signs below each bell to indicate its alarm function. Label the bells either "SPRINKLER CIRCUIT TROUBLE" or "SPRINKLER EARLY WARNING." 3. Provide manual air vents at all high spots in piping, and drains in all low spats in piping to facilitate the complete drainage of piping downstream of the pre-action valve. 4. Test the entire system in accordance with a written Acceptance Test Procedure (ATP) to demonstrate and certify proper system operation. The ATP shall be prepared by the Contractor and submitted to the Engineer for approval. two weeks or more prior to the performance of the test. As a minimum, the ATP shall provide a detailed method of testing the following to demonstrate to the Owner that the system functions as intended by the design: a. All alarm and control functions. b. All trouble and supervisory functions. C. Transfer to emergency power. d. Test each component (heat detector, bell, etc. ) separately for operation and supervisory circuit. The Contractor's AfP shall indicate the number and location of each component to record pass/fail for each device, with an accompanying space plan drawing locating each component. 3.03 SYSTEM TESTS A. Test entire system per Code and AHJ. Provide, arrange, and pay for all testing required by Code or AHJ in order to obtain complete and final acceptance. Tests shall be witnessed by AHJ and Engineer. Notify AHJ and Engineer two weeks prior to test. 3.04 FIELD SERVICES a — A. Instruct the Owner in the operation of the sprin i-r. system, including main valve position (open or closed) recognition, system drainage, system testing, dry pipe valve reset and the relation to -, the fire alarm system. J END OF SECTION P.E.R.S. Headquarters Bldg. 15300-8 Fire Protection 07/01/96 thick(loose). All lifts should be compacted with a medium-weight(48-in.-diameter drum), smooth, steel- wheeled, vibratory roller until well keyed. Generally, a minimum of four passes with the roller are required to achieve compaction. All backfill placed in utility trench excavations within the limits of the buildings and paved areas should consist of sand, sand and gravel, or crushed rock with a maximum size of up to 1 In in., and with not more than 5% passing the No. 200 sieve (washed analysis). In our opinion, the granular backfill should be placed in 9-in.-thick lifts (loose) and compacted using vibratory plate compactors or tamping units to at least 95%of the maximum dry density as determined by ASTM D 698. Thicker lifts may be used if trench backfill is compacted with hoe-mounted vibratory plate compactors. The appropriate lift thicknesses should be evaluated on the basis of field density tests at the time of construction. Flooding or jetting the backfilled trenches with water to achieve the recommended compaction should not be permitted. Slope Protection We recommend that buildings and parking areas be provided with a minimum 5-ft and 3-ft setback, respectively, from the toe or crest of finished slopes. In our opinion, the fine-grained soils exposed on the new cut and fill slopes would be susceptible to surface erosion as a result of the frequent, high-intensity rainfall and runoff common to this area during the wet winter season. A drainage ditch should be provided at the toe of all cut slopes. We also recommend that newly exposed slopes, including ;surface drainage ditches, be protected against surface erosion. Methods of controlling surface erosion include seeding and mulching or applying a protective blanket of granular material over the newly exposed soil. Foundation Support Foundation support for the building can be provided by conventional wall- and column-type spread footings. Footings should be established in firm, undisturbed soil or compacted structural fill at a minimum depth of 18 in. below the lowest adjacent finished grade. The width of footings should not be less than 18 in. for wall footings or 2.4 in. for isolated column footings. During wet weather, a 3-in.-thick layer of -/4-ill -mi lis crushed rock should be placed in the bottom of footing excavations to miuinrize disturbance of the foundation soils. Footings established in accordance with these criteria can be designed on the basis of an vllowable soil bearing pressure of 2,500 psf. This value applies to the total of dead load Plus frequently and/Dr perm,.~cntly applied live loads and can be increased by one-third for the total of all loads, dead, live, ani,wind or seismic. In our opinion, same settlemer t due to the consolidation of underlying soils as a result of the load imposed by new fills sho,►Id be eypected Although we an'.icipate that the majority of this settlement will occur during the placement of the new fills, these fills should be placed as early as possible during the earthwork schedule to allow for settlement to occur prior to final grading and foundation construction. We estimate that the total settlement of an isolated spread footings supporting a column load of 350 kips and designed in accordance with the recommendations presented above will be about 1 in. Differential settlements between adjacent fiuriings sh,,utd be less than half the total settlement. Past experience -6- indicates that these settlements will occur relatively rapidly, with the majority of the settlement occurring during building construction. In our opinion, total settlement can be reduced by about 30% for the above-referenced loading condition by overexcavating 2 0 beneath the footing and replacing with granular structural fill compacted to a minimum of 95% of the maximum dry density as determined by ASTM D 698. A typical detail for overexcavation of footings is shown on Figure 5. Floor SuppoilXnderslab Drainage The preliminary grading plans indicate that the partially embedded structure will have a bottom level slab- on-grade floor established at elevation 306.67 fl, requiring a cut about 12 ft high near the southwest corner of the building and a fill about 10 fl thick at the northeast corner of the building. We anticipate that the groundwater level may rise to near the ground surface during the wet season. To reduce hydrostatic pressure and the risk of groundwater entering through the embedded walls and floor slabs, the building should be provided with a subdrainage system, where the walls and floor slab will be constructed at or below exiting site grades. In our opinion, ar underslab piping system will not be necessary where the floor slab is constructed above existing grades. Ilowever, the subdrainage syst:�m should extend approximately 20 ft beyond the transition from the embedded portion of tile. floor slab to where the slab is placed on structural fill. i The essential elements of the recommended subdrainage system are shown on Figure 6. The figure shows peripheral subdrains to drain embedded walls and an interior granular drainage blanket beneath the concrete floor slab which is drained by a system of subslab drainage pipes. The clean granular material should be installed in one lifl and compactea with four passes with a medium-weight (48-in.-diameter drum), smooth, steel-wheeled vibratory roller. All groundwater collected should be drained by gravity into the storm sewer system. In those areas where the finish floor elevation will be above existing site grades, we recommend that a minimum of 8 in. of free-draining, clean granular material be placed beneath all concrete stabs. The free- driining, clean granular material should minimize the potential for capillary rise of water beneath the concrete slabs. The drainage material should consist of Sia- to ria-in. crushed rock with not more than 2% passing the No. 200 sieve (washed analysis). This material should be installed in a single lifl and compacted until well keyed using a minimum of four passes with a mediums- to heavy-weight vibratory roller to provide uniform support for the floor slab. In moisture-sensitive areas, such as those to be carpeted or where moisture-sensitive material may be stored, it may be prudent to install a suitable vapor-retarding membrane beneath slab-on-grade floors as shown on Figure 6. To facilitate compaction of the clean granular material and limit contamination from construction activities prior to placing the concrete slab, it may be desirable to -eplace the 2 in. of clews sand material with zia-in.-minus crushed rock with less than 5% passing the No. 260 sieve (washed analysis). however, the vapor-retarding membrane should be installed in accordance with the -7- e manufacturer's recommendations, which may require the use of sand to limit the risk of damage from the angular 3i44n.-minus crushed rock. Lateral Earth Pressures Design lateral earth pressures depend on the drainage condition provided behind the wall and the type of construction, i.e.,the ability of the wall to yield. We recommend that positive drainage be provided behind embedded walls. The two possible conditions regarding construction are a wall which is laterally supported at its base and top and therefore is unabic to yield and a conventional cantilevered retaining wall which yields by tilting about its base. Yielding and non-yielding walls with a horizontal backfill which are fully drained can be designed on the basis of a hydrostatic pressure based on an equivalent fluid having a unit weight of 35 and 45 pcf, respectively. The fully drained criteria assume the walls will be backfilled with clean granular material conforming to the requirements of free-draining structural fill material as shown on Figure 6. Placement of this material should provide a minimum 2-ft-wide drainage blanket from top to bottom against the walls, together with a collector drain to the storm drain. The vertical drainage blanket should be placed in lifts not to exceed 9 in. (loose)and compacted to about 93% of the maximum dry density(ASTM D 698). Overcompaction of the drainage layer and backfill should be avoided Heavy compactors and large pieces of construction equipment should not operate within 5 ft of any embedded wall to avoid the buildup of excessive lateral pressures. Compaction close to the walls should be accomplished using hand-operated vibratory plate compactors. Additional horizontal pressures due to surcharge loads, such as adjacent building foundations, landscaping, or parked vehicles, may be estimated using the guidelines on Figure 7. Due to potential construction loads behind the retaining walls, we recommend adding a minimum surcharge load of 100 vsf to the design lateral earth pressure for yielding and non-yielding retaining walls. Horizontal forces acting on the walls can be resisted partially or completely by frictional forces developed between the base of spread footings and the underlying soils. The total shearing resistance between the footing and the soil should be taken as the nonnal force, i.e., the sum of all vertical forces (dead load plus real live load), times the coefficient of friction between the soil and the base of the footing. We recommend a coefficient of friction of 0.35 for mass concrete placed directly onto the silt subgrade or structural fiT If additional lateral resistance is required, passive soil resistance from embedded footings may be evaluated on the basis of an equivalent fluid having a unit weight of 250 pcf. This design passive soil resistance would only be effective if the backfill for the footing is placed and compacted as recommended in this report for granular structural fill J (y Pavement Design The following design recommendations assume that the pavement subgrade consist of the on-site silt or silt fill compacted as recommended for structural fill, or fin», undisturbed silt in cut sections. Based on -8- M SlERIES Functions ANS(A156.2 Series 4000 Grade I Non-Keyed Locks Locks SCHIAGE ANSI rSCHLIAGE FNSI D10S F75 Passage Latch 50D F82 Entrance/Office Lock Both knobs/levers always unlocked. Z' Push button lacking. Push-button locks ®� outside lever until ed with key or by rotating insidonly.�) X' s, Rhodes, and - ! I � Sparta designD12D F89 Exit LockUnlocked by lever inside only.Outside lever D53PD F82 Entrance Loc always fixed.Athens, Rhodes,and Sparta i— Turn/push-button locking: pushing and Odesigns only. Z ♦ � � turning button locks outside knob/lever requiring use of key until button is manually unlocked. Push-button locki : pushing D25D Exit Lock button locks outside knob/Iver until Blank plate outside. Inside knob/lever always unlocked by key or by turning,inside unlocked. (Specif},door thickness, I1/e' or knob/lever. ,t' I- - - --J 1'/4„') _. D60PD F88 Vestibule Lock D30D F77 Patio Lock Unlocked by key from outside when -- I Push-button locking.Turning inside knob ��1�� outside knob/lever is locked by key in or closing door releases button, preventing inside knob/lever. Inside knob/lever is ® lock-out. - always unlocked. r D40S 176 Bath/Be-dmom Privacy lock D66PD F91 Store Lock Push-button locking.Can be opened from Key in either knob/lever locks or unlocks "Doll outside with small screwdriver,Turning «ahs both knobs/levers. t' inside knob/lever cr closing door releases button. t' ♦ — D70PD F84 Classroom Lock D44S Hospital Privacy Lock —` Outside knob/lever locked and unlocked by - -- - l Push-button locking. Unlocked from � key. Inside knob/lever always unlocked. «coo I outside by turning emergency turn-button. r turning inside knob/lever or closing door releases button. Z' D72PD F80 Communicating Lock Key in either knob locks or unlocks each D170 Single Dummy Trim �«a�� knob independently. —� )um my trim for one side of door. Used for R door pull or as matching inactive trim. r — _ - F- Ln J r-a C1� C.7 41 J 6 U V 1 4' ... i .`s "WW'A"n VON DUPRIN" SERIES 6000 ELECTRIC, STRIKES Yi',��nunniu I vow cuarrnr i i. i �• F � �i�1 �+ C iC� NINdr'V Nr• � t�'t4' �aj N n A r � ��Hiaa.n rnn r( "1 e VON DUPRIN Part of worldwide Ingersoll-Fund - 4 uM1!w I 1 I�1 6211 Electric Strike 6211-electric strike for use with mortise locks without deadbolt or cylindrical N ®uafaly locks on single door, hollow metal frame applications. Fits modified ANSI 115.2 1 + ,utout. Designed to replace Von Duprin 3140 or Folger Adam 712. Voltage-12 VDC, 12 VAC, 24 VDC or 24 VAC Finishes-US3, US4, US10, US10B, US32 or US32D Features: Options: e All Stainless Steel Construction a Fail Safe e Accepts 3/4" Throw Latchbolt a Dual Monitor Switches e Six Finishes a Entry Buzzer e Non-handed e Fail Secure To Order, Specify: e Horizontally Adjustable 1. Model number e Plug connectors 2. FS (fail safe, when required) 3. DS (dual switch, when required) { Specifications: 4. Voltage 12 VDC or 24 VDC 5. S012 or S024 (required when fi' N„n Resistance in Ohms 109.rel 70"F 21 72 using AC) >- '! 6. Finish Watt-seated(a 7o°F 7.5 6 7. Entry buzzer, FSE only (when Amps-seated (4,70T G .33 required) Amps-inrush(4,70T .6 .33 1'Yv 107 in.l Z-f11am1 VW -. F MM, "umr,” 107 mm I�I .. CYN/ncra 42 4"/v N1 mr lT T 1 W mmum 3'i CYN/nes +.� 1B(86mm I UL listed Burglary 1 "" x'hi w Minimum mm) Resistant CVXY and rn. 157 mm1 mum 111 mm I 1 CY/r/"p Electric Strike for fire o I doors or frames OXAY Pocket Depth: "As (17 mm) tv• �J v; f7T�i11+ (fall secure only). p7 mml 111 mmI ANSI E59321 Compatibility Chart: When using locks not shown below and compatibility is a concern, contact Von Duprin, Inc., for application assistance. Von Duprin 7500 - Adams Rite 4510,4710 — a. Baldwin 8000 '/s"-1/+" V) ® Best 24H,30H Series Corbin 9000 Series '/2"-Y4" ca Falcon M2300/2500/26001 Yzr-3/+" 3300/3500/3600 LL+ a Precision Mortise — Russwin Mortise 1/2"- Sargent 770(P 8100, 900 '/z"-3/+" Schlage L9000, K30/40/50/60 3'dr-3 Yale 7030, 7130, 8600, 8700 '/s"-3/+" Note:Signalling may not function when using vs*throw bolt. Deadlocking cannot 11 be guaranteed with cylindrical locks. oil, EXI �} Vo1.7 •y v 7r �i M ti I. -, 4 S r� '"""".^.+^•-..a., mwrs+wwna��wa...:.,.,n,+�+wr�w.ti, .. � ..y - - -`��� '""'.',,,,a„�,-•,-•---.�.,. sir����C� „.w n� k w VON DUPRIN �r . . f i Fire Exit concealed Vertical Rod Device *This product is furnished with r , exclusive sound dampening features. t �ar 3347-F and 3547-F fire exit Strike concealed vertical rod devices for Device is furnished standard with 1 use on 8' x 8' double metal doors, 338 and 385A strikes. For strike UL listed for A, B, C, D or E fire dimensions refer to page 12. labeled installations. Fits door stiles as narrow as 31/2". Device options Electric lat„h retraction, page 14. Features: Request to exit switch, page 15. e Nonhanded Signal switch, page 15. * Field sizeable DUmm'/ push bar, page 17. * 5/e” throw, latch bolt e Latch bolt deadlocking To order, specify: e Seven popular finishes � 1. Product description from opposite Dimensions: page' i —�--- 2. Size 4' (for door sizes 3'1" to 4'). Touchbar height tox;. Size 3' (for door sizes 2'6" to 3') r finished floor _ 39�'/,e" are shipped standard. P Tcuchbar projection- 3. Door height if other than 6'8" thru neutral 3"/+fi' 8'0" depressed 3'/+a' 4. Door thickness if other than 13/4". Center case 7+/i'x 2�,e"x 13',a" 5. Finish, see chart 2, page 13. 6. Harding, LHR or RHR. Pequired Device length 3' 2'6"to 3' on "SS "L" or "TP BE" �unction, door size only. See chart 9, page 13. Long 4' 3'1"to 4' door size Vertical rods 3a'round tubing 10 NL-Push button Exit only -Keylocks TL-Key locks Standard Trims Operates with lever thumbtum key only #06 lever standard TP-Key locks push button u .' '' 3347NL=TP-F'-' 3347[0-F 33470 F' ' 33477E-F'- Product�0es q i 3547NL-TP-F" 3547EO-F 3547L-FUA 3547TL-F- Trim Desl;HOnn 337NL-TP — 376'r x 337DT Base Size 15/a"x 715/32' — 11IA6'x 71/2"x?/a" 1 1/16"x 7'/2"x'/a' Grip Size 45/,a"x BYz" — 4'/2" 412" Pro;,;ction 23/4 — 2%" 113/1 a' ANSI Function 05-06 01 - 08-09 - 11-12 Cylinder Type Rim — 11/4"Mortise 11/4"Mo Sex bolts are furnished standard. Two#425 'Function determined at installation(both NL 'If no cylinder is required, sp ify ,c"bl nk for end case mounting.When exit only(EO)is and TF cams are furnished). escutcheon,trim always opble;exa le rlsed,two#325 are furnished for mounting 'The 372L and 376-Tare shipped L or TL.An 3347TL-F-BE. center case. NL cylinder plate is furnished if the NL function 'Matching dummy trim is available,order is required(operates only when key is used). 372L-DT. F- cf J C.] C7 IBJ J Opening Schedule Mark Opening Label Door Frame Hardwr. r Notes Size Type Mat. Finish Jamb Head Group 101A 36/94 - 1 Alum. Clr.An. 16 26 11 Verify Size 102A 36/84 - __ 3 Wd. Nat. 21 21 1 103A 36/84_ - 2 Wd. Nat. 21 j 21 _1 104A 3_6/84 3 Wd. Nat._ 21 21 1 105A 36/84 - 2 Wd. Nat. 21 21 2 Light Seal 108A 36/84 20 Min. 2 Wd. Nat. 21 21 3 _ 1088 36/84 20 Min. 2 V11d. Nat. 21 21 3 1 U8C 42/84 20 Min. 2 HM P. 20 20 17 109A 36/84 1 Hr. 3 Wd. P. _ 21 21 4 110A 36/84 - 2—'%Nd. Nat. _ 21 21 1 -- 111A 36/84 �- - -�3 Wd. Nat.— 21 21 - 112A 36/86 3 HM P. 19 18 4 Exterior 113A Pr36/86 - _ 3HM_ P. 19 18 5 Exterior 114A 36/84 - 2HM457- 21 21 1 _ 115A 42/&4 - 3 HM P. 19 19 16 118A _36/84 - 2 Wd. P. _ 21 21 6 1188 42/84 - 3 HM P. 20 20 18 118C 4_2/84 3 IHM P. 20 _20 18 119A 36/84 - 3 Wd. P. 20 20 1 _ —^ 120A 36/84 - 2 Wd. P. 20 20 1 122A Pr36/f.'4 - _ 2 Wd. P. 21 21 7 122B 36/84_ - 2 Wd. P. 21 _21 4 123A 36/84 1 Hr. 3 Wd. P. 21 21 4 124A 36/84 - _ 2 Wd. P. 21 21 6 _ _ 125A 3_6/84 2 Wd. Nat. 21 21 1 126A 36/84 - 2 Wd. Nat. 21 21 1 '28A 36/84 20 Min. 2 Wd. Nat. 20 20 3 i 5� 128B 34/84 I 20 Min. 2 Wd. Nat. 21 21 3 128C 36/84_ 20 Min. 2 Wd. Nat. _ 21 21 3 _ 129h 36/84__ 2 Wd. Nat. 21 21 1 _ 131A 36/84 - 3 Wd. Nat. 21 21 1 1316 36/84_ - 3 Wd. Nat. 21 21 1 132A 36/84_ 3 Wd. Nat. 21 21 1 133A 36/84_ - 3 Wd. Nat 21 21 1 _ 134A 36/84_ 20 Min. 2_ Wd. P. _21 21 - 135A 36/84 20 Min. 2 Wd. 1 . 21 21 8 136A Pr48/95 20 Min. 2 Wd. P. 27 21 9 Total Door_See A7.3 1368 Pr36/84 20 Min. 2 Wd. Nat. 21 21 10 �- 137A 36/84 20 Min. 3 Wd. P. 21 21 _ 8 139A 36/84_ - 2 Wd. P, y 21 _ 21 6_� 140A 36/84 - 2 Wd. P. 21 21 6 141A 36/84_ - 2 Wd. P. 21 21 6 J 142A 36/84 _20 Min. 3 Wd.-+P. 21 21 8 H Ca 143A 36/84 20 Min. 2 Wd. I P. 21 21 6- — -- LOLL) 144A 36/84 - 2 Wd. P. 21 21 4 201A Pr36/104 11 Alum Clr.An 16 26 111 Verify Size 201B Pr36/104 — I 1 (Alum 101r.An 1 16 26---1 erify Size �f LAN CHBC.K (ZEdlyIoN5 9/3/,36 Opening Schedule P. E. R. S. Headquarters Bldg. Page 1 July 1, 1996 Opening Schedule 202A 36/84 120Min 1 2 'Wd. Nat. 21,22 21 3 2028 36/84_ 20 Min. 2 Wd Nat. 21,22 21 3 203A 36/84 20 Min. 2 'Y'n. Nat. 21 21 12 _ 204A 36/84 - _2 Wd. Nat. 21 21 3 205A 36/84 - 2 Wd. Nat. _ 21 21 13 206AI36!84_ _ 2 Wd. Nat. 21 21 13 207A 36/84 2 Wd. Nat. 21 21 13� 208A 36/84 - _ 2 Wd. Nat. 21 21 13 210A 36/84 - 2 Wd. Nat. 21 21 14 212A 36/84 - 2 Wd. Nat. 21 21 _3 213A 36/84 - _ 2 Wd. Nat. 21 21 1 214A 36/84 - 2 Wd. Nat. 21 21 3 215A 36!84 - 2 Wd. Nat. 21 21 _ 1 2 1 6 A 36/84 1 Hr. 3 jWd. Nat. 21 21 3 2'65 Ve - _ Mtl. P. 21 21 - Gate 216C 3q/84 1 Hr. 3 Wd. flat. 21 21 15 _ 2i6D 30/102 - 1 Alum. Cir.An. 13 14 4 Exterior _ 217A 36/84 - 2 Wd P. 21 21 1 _ 218A 36/84 - 2 Wd. Nat. 21,22 21 1 221A 36/84_ - 2 Wd. Nat. _ 21 21 1 222A 36/84 - 2 Wd. Nat. 21 21 1 _ 223A 36/84 -- - 2 Wd. Nat. 21 21 1 -� 224A 36/84 2 Wd. Nat. 21 21 1 225A 36/84 3 Wd. Nat. 21 21 1 _ 226A 36/84 - 2 Wd. Nat. 21 21 1 227A 36/84 _^_T- 2 Wd. Nat. 21 21 1 228A 36/84 2 Wd. Nat. 21 21 3 229A 36/84 - 2 Wd. Nat. -- 21 21 1 230A 36/84 _ Fact 9 Folding Partition v 230B Verify - Fact. 23 _28 9 Folding Partition,A7.3 230C 36/84_ - Fact. 9Folding Partition 230_D Verify - Fact. 23 28 9` Folding Partition,A7.3 230E Verify Fact. 22 28 _ 9 Folding Partition,A7.3 231A 36/84 20 Min. 2 Wd. Nat. 21 21 3 2318 36/84__ 20 4in. 2 Wd. Nat._ _21 21 15 _ 231C 36/8420 Min. 2 Wd. Nat. 21 21 15 232A 36/84 - _ 20 Min. 2 Wd. Nat. 21 21 15 i — 234A 36/84 20 Min. 2 Wd. Nat. 21 21 3 235A 36/84 1 Hr. 3 Wd. _ P. _21 21 8 237A 36/84 20 Min. 2 Wd. N. _ 21 21 6 238A 36/84 20 Min. _2 Wd. P. 21 21 6 -- 239A 36/84 20 Min. 3 Wd. P. 21 21 8 240A 36/84 20 Min. 3 Wd. P. 21 21 8 242A 36/84 - 2 Wd. P. _ 21 21 1 301 A 36/84 20 Min. 2 Wd. Nat 21 21 3 301 B 36/84 20 Min 2 Wd. Nat _ 21 _21 3 _ ^_ 302A 36/84 - 2 Wd. Nat. 21 21 1 r� 304A 36/84_ - 2 Wd. Nat. 21 21 1 LD 306A 36/84 - _ _ 2 Wd. Nat. 21 21 1 _ LL) 307A 36/84 - 2 Wd. Nat. 21 21^ 1 308A 36/84 - 2 Wd. �_21 309A 36/84 2 Wd. Nat. T 21 21 1 FL.AN 61 t K R6vl416NS 9/319ro Opening Schedule P. E. R. S. Headquarters Bldg. Page 2 July 1, 1996 ti Opening Schedule 131 OA 36/84 1 Hr. 3 1 Wd. INat. 21 21 3 314A36/84 - -T-2 Wd. at. 21 21 _1 31,A 36/84 - L 2 Wd. Nat. 2.1 21 1 319A 36/84 - 2 Wd. Nat. 21 21 1 _ 320A 36/84 1 Hr. 3Wd. Nat. 21 21 3 322A 36/84 - 2 Wd. at. —{ 21 I 21 1 1 323A 136/84 - 2 Wd. Nat. _ 21 21 1 324A 36/84 - 1 2 Wd. Nat. 21 21 1 326A 36/84 - _2 Wd. Nat. 21 21 1 328A 36/84 20 Min. 2 Wd. P. 21 1 21 16 ,M_ 329A 36/84 2 Wd. P. 21 1 21 0 330A 36/84 20 Min. 2 Wd. P. 21 21 _6_ 331A 36/84 - 2 Wd. P. 21 21 8 332A 36/84 _ - 2 _ Wd. P. 21 21 8 V')1 _ 333A Pr4 _ 20 Min. 2 Wd. P. 26 _21 11 Notal Dpor,A7.3 .. X396 Pr 42/96' 20 Mini' 2 Wd• R 21 21 9 Total p�or;A7.3 334A 36/ - 2 I d. P. 21 21 r 1 1. For door frame details see A7.I and A7.2 except as noted. l� Door Type A. Door Type B Door Type C AP',A N C HeGK Rr-VISIoN� 9/3/96 Opening Schedule P. E. R. S. Headquarters Bldg. Page 3 July 1,19°6 ti FFA DATE: ,Tune 5, 1996 FROM: Ph,l Rude SUBJECT: P.E.R.S. Office Building Meeting at Tigard City Hall PRESENT: Jim Funk, City of Tigard Gene Birchill, Washington County Fire District 1 Pete Daniels, Milstead Associates ' Phil Rude, Fletcher Farr Ayotte P . The following items were discussed: 1. A general review of the building was made. It is a 60,000 SF 3-story building of Type 2-hour construction. Sprinklers are being provided to waive certain requirements of the building code. 2. Corridors, shaft and stair doors are one-hour. Doors in corridors are to be 20-minute tight-fitting doors. 3. Due to the configuration of the floor plan, swinging doors in front of the elevators at the second and third floors can be deleted. 4. The board room exiting needs to be revised. The following options exist: a) Extend corridor to �^nnect board room via corridor to either of two main stairwells; b) provide stair from the board room on the exterior down to grade; c) provide internal stair from board room to first level, connecting into 1-hour exit corridor. 5. Corridor construction to be one-hour. The simplest way for this building is to create a tunnel with a one-hour ceiling, built identical to the one-hour wall construction. Penetrations would need to fire dampered or rated. If it's desired to maintain a T-bar R ceiling appearance, the lid of the tunnel can be raised, with hiing ceiling below. 6 Provide hoistway ventilation. None is shown at this time. Suggest considertion of mechanical "gooseneck" type vent through the flat slab. Interface please review. J G] C7 W J FLETCHFit9FARR*AYOTTE#PC ARCHITECTURE "LANNING INTERIORS 708�W THIRD SUITF 100 PORFLANn.OREGON 07204 TFLFPHONE 503.222 tool FAX 222 1701 P.E.R.S. Office Building June 5, 1996 7. The future lease space does not meet the code in terms of "half of the diagonal." The stair needs to be reversed so that the door to the stair is further to the east or an entry put in on-grade at the second floor. 8. The storage room by the Director's office needs to be relocated so that the entrance is not from the horizontal stair exit. 9. A Knox Box needs to be provided adjacent to the front door. This box will contain keys to the building, elevator override keys and shaft hoistway access key. 10. An application for the Knox Box is available at the Beaverton City Hall, 3rd Floor. 11. Annunciator panel should be provided in the vestibule. 12. Details of the fire penetrations need to be included in the documents. We should also include Life Safety plans on a single sheet. 13. The City indicated that the electrical code may require that the computer room be a one-hour enclosure. Interface, please review this requirement. 14. We need to provide one-hour shaft bottoms hung below the second floor. These need to be detailed and incorporated in the drawings. Penetrations need to receive fire dampers. 15. If folding partitions are provided in the board room, a door through the folding partitions will be required. When the two smaller rooms are used as a single room, a second exit will be required. Distribution: Pete Daniels Jim Knauf Andy Frichtl Issam Elsah,li Ph*l Law Ivan McCormick Dale Farr Mike Steffen Raul Fonda Carmen Bensink JAI 18296AIE\ITAR05 - --.�.� � ._...�-....-��._..-. ��.w..-_-....._.. -....>. .:_....'v.........,...,,: .. .. w.. `.0 -'moi: 1 b c_ ,.vcc=p •i�ci c R c " na rv? bto E is ao i�ic o�� cm i fRoec nv °lY.e =sw ] m o m ; rr n u o • •o °w c - Z !o �!� _ �� _c o� �m c o o . E a c c•:a -Es u' Y c . ` . s r. c_ a a v. R 3 �'c b -cc < Y G O c 'C 0.O [ -•]a O O ry ~ J' A� P1 3 • O L w D`pa O'r Da O C •E. p -�■ G! :. 1°� ew t9cn^ > ,.) • >; �� : a °� cu■: c. _ �) n^�E. 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(503) 654-2336 CONSTRUCTION PROGRAM MANAGERS fax. (503) 654-2698 10121 S.E. SUNTNYSIDE ROAD, Suite 335 CLACKAMAS, OREGON 97015 Transmittal Form SENT VIA- 11 mail C1 messenger Vti"fflx 11 hand carry FOR YOUR: vErinfo rj Cti., eo"review El ro. L 64- FROM: DATE: -1--0 RE: ATTACHMXFN REMARKS: 7::;.; 1�h- 00 copy to: AUG-07-1996 10:47 MILSTEAD & ASSOC INC: P.02 SECTION 01061 CONTRACTOR DESIGN REQUIREMENTS 1.01 RET.ATED WORK A. gpj2UJy, vn": Provide contractor design components in accordance with Contract Documents. 1.02 DESCRIPTION A. Certain components of Project's construction are normally or customarilly Contractor Design. contractor is responsible to coordinate and assume or assign to subcont►ar.t,,�rfi :nd/or suppliers complete responsibility for design, calcul&,ions, submittals, permits if recp.iired, fabrication, delivary andl installation of Contractor Design components. B. Contractor is responsible, with no exceptions, for submittal of Contractor Design components documents to City of Tigard for review, so review will not adversely affect Project's construction schedule. Cortractor Design components are defined as complete systems provided for intended use_ The Applicant is responsible to coordinate and submit all materia] required by the City. The Applicant shall meet with City to identify Design/Build components and how they are to be submitted and processed. C. Architect's review of Contractor Design submittals is for 4eneral conformance with design intent. Architect not responsible for coordination of Contractor Desigt, components with Contract Documents or review of materials submitted as result of Contractor Design components. Review does not lessen nor shift burden of responsibility from Contractor or assigned subcontractor/ supplier to Owner or Architect. D. owner not responsible to pay for delays, additional products, hours of work or overtime, restocking or rework required du-3 to failure to coordinate work with other trades or to provide components in timely manner tc,_mee_._t Proje t schedule. �- rr- Tigard Apse Comply with current City of Tigard equ' a meets at time of submi sion. F. Contractor Design CQRD411C=a: The following are Contractor Design components which MAI be subject to these requirements. Contractor to verify City requirements. Earthwork Section 02200 Segmental Block Retaining Wall Section 02276 Metal Stairs Section OSS10 Metal Joist Section 05200 Window Wall Section D85-J2 Storefront section 08400 Acoustical Ceilings Section 05",10 Suspended Drywall Ceiling Section 09250 Fire Protection Sprinkler System Section 15330 :18296 01061 - 1 Contractor Design Requirements July 1, 1996 AUG-0 -1'�9C 10:47 MILSTEAD & ASSOC INC F.U' G. Additional requirements may be specified in rompective Specification sections. 1.02 DEFINITIONS A. Ann 1c nt: Person applying for building permit and person coordinating Ccntractor Desirn systems with basic building and with each other. Includes coordination of required submittals. B, Architect: Architect registered in State of (Oregon) and engaged by Owner to provide contract documents including computations and specifications required by (City of Tigard) Building official for principal project systems. Includes Architect's staff, consultants and consultant's staffs. C. cnnt��.,.LziLa * Firm engaged by owner to construct Project. includes employees, subcontractors, suppliers and their employees. D. Cpntractor Design Engine Professional Engineer registered in State of Oregon and engaged by Contractor, subcontractor or supplier to provide drawings, computations and specifications rewired by Building Official for designated Contractor Design specialty system, in accordance with criteria set forth in Contract Documents. E. 5&&1: Certif=cation that drawings, computations and specifications were designed and prepared under direct supervision of Architect or. Engineer whose name appears thereon. F. Review-Stamp: Certification that Architect has reviewed drawings, computations and specifications bearing seal of Contractor Design Engineer, verifying conformance with information given and design concept. set forth in Drawings and Specifications. G. Apnroval_ StaM ! Certification that Building official has reviewed submittal and finds it acceptable with respect to applicable code compliance. 1.03 SUBMITTALS A. c. nor 1: Submit the following in accordance with Section 01300 - Submittal', urilesq otherwise indicated. S. Show complete criteria, design assumptions, details, calculations, instructions for fabrications, assembly, installation and interface with other trades. C. Include Contractor Design Engineer's stamp with calculations for that portion of work. Submittals without required calculations or Contractor Design Engineer 's stamp and which have not been reviewed by Contractor will not be reviewed by Arihitect. _l .04 CITY OF _ A. city of Tigard has Het pnliciee regarding Contractor Design components of building projects. Contractor to verify city requirements prior to submitting bid. Contractor to meet the requirements �f State of Oregon Structural Specialty Code, Section 106.3.4-2 . 1I82gF 01051 - 7 Contractor Design Requirements July 1, 1996 AUG-07-1995 10:48 MILSTEAD & ASSOC INC P.04 B. Contractor Design components are thr)se which will be subject to lateral or vertical loads and are not designed by Architect. These components require designing by Contractor design Engineer who received subcontract or purchase order for that component of Project. C. City of Tigard requirements to a)iow examination of Drawings and Specifications for these components are: 1. Three sets of deign drawings and specifications clearly and legibly showing members, dimensions, connections, materials and indicating how component is attached to main structure. a. Design and prepare these drawing stamped by Engineer licensed in State of Oregon. b. Drawings require signature indicating acceptanecof General Design Conformance by Architect before being submitted to the City. C. Shop drawings or erection drawing not acceptable for above requirements. 2. Submit one set of calculations including criteria, design assumptions, substantiating computations and additional data sufficient to show correctness of drawings and compliance with structural revisions of the State of Oregon Structural Specialty Code. a. Prepare calculations stamped by Contractor DesignATed Engineer who prepared drawings. b. calculations require signing by Architect iniicating acc:aptance of design concepts, loading criteria and compatibility of designs. D. Before work is allowed to proceed the following must oc•_urt I. Submit complete legible documents (which must be legible under mirrofilrning) . 2. Documents must be examined and approved by the City of Tigard Building Department. F. If documents are not completed prior to issuance of building permit, they must be completed and submitted for approval prior to fabrication. F. Contractor required to complete and submit Contractor Design Suinary Sheet (form supplied by City of Tioad) listing Contractor's Design subcontractors / suppliers and registered engineer's name, address and telephone number prior to issuance of components approval. 1.05 MCIFIC REOUIREHF.,1T5 A. Some Contractor Design components are shown in Contract Documents for design and content. 13. Clearly define load reactions at interface between Contractor Desiqn components and structural frame. 116296 010fi - .? Contractor Design•Requirements July 1, 1996 RUG-07-1996 10:49 MILSTEAD & ASSOC INC P.O r • C. Contractor is responsible to furnish and install all supplementary structural materials and/or fasteners required to transfer loads from a design,•build component to the builing structure. The building structure as originally designed consists only o!; these members shown on the bid or building permit set of drawings. END OF SECTION 118296 01061 - A Contractor Dmaign Requirements July 1, 1996 FFA July 12, 1996 Jim Funk City of Tigard 13125 SW Hall Blvd. Tigard, OR 97223 Subject: PERS Site PC #5092c SLT 96-0028 Dear Jim: In response to your letter of July 2, 1996, we offer the following: r�l 1J, Enginee-;Pg for retaining walls will be provided by the retaining wall supplier. Our Specifications require them to provide calculations to support the design by an engineer licensed in Oregon. Special inspection form has been returned by Milstead and Associates. �,. Cubic yards excavation = 10,975. Cubic yards fill = 7,721. Hope this answers your questions. If not, please call. Sincerely, FLE CHER FARR A`L'OTTE PC V7 Philip A. Rude, AIA Distribution: Pete Daniels J Mike Stpf,en JAI 182961COR\PAR I8.W PD FLETCHERqPFA1kR9AYOTTE*PC ARCHITECTURE PLANNING INTERIORS 708 S W.THIRD,SUITE 200 PORTLAND.OREGON 97204 TELEPHONE 503.222 1661 FAX 222 1701 August 2-C 1996 F.F.A. Architects �'TY O� 1��7 ® 708 SW Third#200 Portland, OR 97204 OREGON RE: PERS Building Building Plan Review 11410 SW 68th Parkway PC#: 7-34c B P#: 96-0441 Submittal documents for the above referenced project have been reviewed for conformance with the applicable 1996 Oregon Specialty Codes and other applicable codes and standards. The following comments ars noted: ACCESSIBIUTY. I 1�. Provide accessible means of egress from each floor level in the same number as required for exits[OSSC, Section 1107.11. A. Provide an area of rescue at: 1. 1 st floor south wing. 2. 3rd floor. An area of rescue shall be located, designed, and equipped in accordance with OSSC, Section 1107.2. Revised plans shall include all specifications and design. 2' On any floor where public phones are provided, at least one shall be accessible [OSSC, Section 1108.4.21. A. Accessible phones shall be provided in accordance with Section 1109.13. Revised plans sKi�, include the specifications and design. The maneuvering clearance at Door 216 appears inadequate. G A. Doors accessible for persons with disabilities shall have an 18" wide maneuvering space adja„ent to the latch side of the door[Section 1109.9.3,Table 11 E1. FIRE AND LIFE SAFETY: 4;4X* t'* :„tT=' F, :tM », (00 The separation of exits for the first floor, south wing, is less than one-half of the diagonal distance,-�f the wing. Provide separation in accordance with OSSC, Section 1003.3. cn > Correct the schedule "typical wall types" #5 to include 5/8" GWB, Type X, all applicable sheets. J All cabinets recessed into fire-rated wall assembliez, such as for portable fire extinguishers, shall be fire-blocked at top and bottom and have an additional layer of 5/8" -� GWB, Type X between the back of the cabinet and the opposing GWB. Provide a detail in the revised plans. 13125 SW Mall Blvd., Tigard, OR 972-- (.503) 639-4171 TDD (503) 684-2772 I PERS Building Building Plan Review PC#: 7-34c BUP#: 96-0441 Page #2 Provide a key box (knox) mounted to the exterior wall 10'above finish grade and adjacent to the ,'ght side of the main entry door. The box shall contain keys to gain necessary access as required by the Fire Chief(UFC 902.4). If you have any questions regarding this matter, please contact the Fire Marshal at 526-2502. Provide a glazing schedule and window types. A. Glazing, in fixed or operable panels, adjacent to a door where the nearest exposed edge of the glazing is within a 24"arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60" above the walking surface,shall be tempered[2405.4(6)]. Handrail Detail 7/A3.2 incorrectly illustrates the bottom termination. The handrail shall continue to slope for a distance of the width of one tread from the bottom riser [OS;.C, Section 1109.8.61. r� �`. Correct "legend"category, Sheet G1.1., UBC. Des. 6.4.1, Table 43-c to Des. 6.4.1, Table 7-c. The'type-4 fire-resistive construction shall continue past Type-7 construction. See typical corridor 108 of Men's Restroom 137 ano Women's 142. Revised plans shall illustrate correct design. Provide cut sheets on locking devices: A. D50PO (Hardware Group 15). B. Electric lock D80(Hardware Group 3). nn C. DCU-33471-F-BE (Hardware Group 10). NQI. Provide a hardware group for Door 136A. //I . Why are cvlinder locks specified for hold-open doors 333A? Llla'1 ,1 Specify hold-dov:n clips on all 2 x 4 acoustical ceiling panels installed in the fire-rated corridors on the first and second floors[OSSC, Section 710.21. Identify and specify one-hour fire-resistive protection for all horizontal structural beams within the floor/ceiling assemblies that support a floor and roof or more than one floor (See 1/A3.4) [OSSC, Section 704.7.61. Each steel column enclosed within a fire-rated assembly(corridor/stairway walls) shall be individually protected[OSSC, Section 704.1 j. '115. The landing steel support penetrating the one-hour fire-rated stairway enclosure shall be protected (see Detail 16/A'i.3). A. Provide Detail 25/A13 referenced in Detail 16/A7.3. Fire door entrances used in elevator hoistways shall have a labeled and listed one-hour fire door assembly[NFPA 80, Chapter 81. A. Elevator doors opening into a fire-rated corridor shall be protected by a tight-fitting smoke-and draft-control assembly. i PERS Building Building Plan Review PC#: 7.34c BUP#: 96-0441 Page #3 Each recessed light fixture in the ceiling or fire-rated corridors, lobby, and stairway encicsures shall be protected in accordance with the U.L. assembly. Provide a I' ;I of the method of protection within the plans. 18. Make the following corrections to electrics:pages for exit signage: A. Provide an exit sign,at the lunch room side of Door 136B. B. Remove the exit sign at Door 118C and 1186. The occupants in Froom 22 shall not exit through more than one adjoining room[OSSC, Section 1003.5j. C. Provide an exit sign on the Leaseable Area side of Door 234A. D. Provide an exit sign on the Board Foom side of Door 228A. E. Provide an exit sign on the east side of Door 230A. F. Provide a directional exit sign at the confluence of and lines H and 3 and C.25 and 7. EL'EVATOR. 1. A permit issued by the State of Oregon, Building Codes Division, is required for installation and operation of at,elevator. Provide evidence of application for permits. 2. The elevator pit sump shall discharge to other than the plumbing system [ASMC A17.1]. Correct Detail 4/S.2 and show sump pump and termination. All elevators provided shall be accessible and all operational controls and visual aids shall be in accordance with OSSC, Section 1108.3 and Figures 21 and 23 [ORS 447-2471. Provide details within the plans. (See Project Manual, Section 14205-: 11). ' CTRUCTURAC Ilt,� Detail 5/A5.1 specified in Detail 3/A4.1 should be 5/A4.1. Please correct. 1 Provide a design for the ventilation system required in area of rescue. 2. Provide a gas piping plan showing size, run, elevation, meter location, and gas pressure. ' 3. The plans and schedule of equipment shall specify outside air volumes. A. The heat/ventilation system shall provide outside air per occupant in all portions of the building[UFC Section 1202.2.1 and TaLie 12-P]. 1. Provide outside air specifications on the revised plans. 4. Air moving systems (combination of units) supplying air in excess of 2000 CFM to enclosed spaces shall be equipped with an automatic shut-off. The smoke detectors shall be supervised when a fire detection or alarm system is provided [OSSC, Section ,�, 608]. i . PERS Building Building Plan Review PC#: 7-34c BUP#: 96-0441 Page #4 5. Ceiling fire dampers are required at all register penetrations of the fire-rated assemblies. A. Provide fire dampers on each slotted diffuser in the lobby. B. Explain wall-type fire dampers in corridor having ceiling diffusers. C. Explain fire dampers in areas of non-fire rating. 6. Explain EF-1, EF-2, and gravity hoods penetrating the corridor ceiling on the third floor, all .shout protection for fire-rated assemblies. FIRE,SPRINKLrih 1. Submit a fire sprinkler installation permit application with riot less than three(3)sets of plans and specifications. 2. The automatic sprinkler system shall be supervised by an approved monitor'^g service [Uniform Fire Code (UFC)904.3]. Connect all required tamper switches and flow monitoring switches to the annunciator panel. Provide two dedicated phone lines for the annunciator panel(NFPA 72-4-2..3.2.1.6]. 3. The sprinkler system riser where it passes through a concrete slab floor shall be provided with a clearance of 2'around the piping[NFPA 13, Section 3-10.3.4]. Please submit four copies of revised submittal documents and a letter indicating your response to the above comments for review. Please call me at (503) 639-4171 if you have any questions. Sinc ly, Jim Funk PLANS EXAMINER 1 AC ITY W I D ETC 7-34C A.DOC n_ v; J Cil L IJ' J July 2, 1996 CITY OF TIGARD Fletcher-Farr-Ayotte '708 SW 'Third #200 OREGON Portland, OR 97204 RE: PERS Site Site Plan Review 11410 SW 68th '~ PC#: 5092c SIT#: 96-0028 Submittal documents for the above referenced project have been reviewed for confcrm�,,z3 with the applicable 1996 Oregon Specialty Codes and other applicable codes and standards. The following comments are noted: 1. Provide the engineering for determining retaining wall design requirements. 2. Complete the enclosed Special Inspection form and return to this office prior to our issuance of the building permit Copies of all special inspection reports shall be filed with this office continually during construction. A final signed report must be on file before occupancy will be permitted [OSSC, Section 1701.31. 3. Provide the total cubic yardage of excavation. 4. Provide the total cubic yardage of fill. The subrn,ttal documents are approved and will he processed further upon receipt of this information. Please (;ail me at (503) 639-4171 if you have any questions. Sincerely, (/Jim Funk t-LANS EXAMINEH Enclosure i\dtywiJe\pc5-92..doc `1 ,5 SW Hall Blvd., Tigard, OR 97223 (503) 639 4171 TDD (503) 684-2772 d. Ian Review# CITY OF TIGARD ate OREGON Soils Special Inspections his form shall be signed by the Owner, Engineer or Architect of Record and returned to the Building Division prior to •suance of the permit. Please note that a separate structural special inspection form may be required. Project Address: 1 r//p l w �, }� Protect Name: Pr j rl fC' Architect of Record (Firm): Phone: Engineer of Record (Firm): Phone: Soils Engineer: FIr1n: Phone: Lot: Subdivision: -he following special inspections shall be performed according to the State Building Code and City of Tiigard's Municipal :ode Chapter 14.06.010 - 14.06.040: ® Engineered Grading (>5,000 cubic yards) - U.B.C. 7W ❑ Regular Grading - U.B.C,-?eT4 305, -- I Compaction Reports (per ASTM standards listed in U.B.C. 7AW) 3r e- -­Testing Agency:. Phone: ❑ Other he owner hereby agrees to employ the above soils engineer tor the above-noted special inspections. ignature of Owner Tint Name Phone No. J c� rm Date rl) J Jzzi Arr, 125 SW Hal' Rlvd., Tigcrd, OR 97223 (503) 639-4171 rDD (503) 684-2772 -- — I F F A, \r J September 5, 1996 Jim Funk City of Tigard �( 13125 SSV Hall Blvd. r1j RFt � �►'. 'J �\ k Tigard, OR Subject: PERS Headquarters Building BUP # 96-0441 PC# 7-34C G0%01411Y �EVEl01'1t►ENj Dear Jim: Following is our response to the exit signage and Mechanical items listed in your letter of August 26, 1996. Each item includes your comment in italics followed b-,our response. Outstanding items under the Elevator and Fire Sprinkler subheadings of your letter will be handled in forthcoming submittals. FIRE AND LIFE SAFETY 18. Make the follosving corrections to electrical pages for exit signage: A. Provide an exit sign at the hinch room side of Door 136B. B. Remove the exit sign at boor 118C and 118B. The occupants in(Zoom 22 shall not exit through more than one adjoining room COSSC, Section 1003.51. C. Provide an exit sign on the Leasahle Area side of Door 23 IA. D. Provide an exit sign on the Board Room side of Door 228A. E. Provhk an exit sign on the east side of Door 230A. E Provide a directional exit sign at the confluence of grid lines H and 3 and C.25 and 7. a NFFA: 18. Exit signs will be revised accordingly. See Electrical Drawings. Please note That we have also added exit signs at Doors 202A, 20211, 301A, and 3018. A ~ directional exit sign has been added sit the south wall of Open Office 127 to clarify the exiting out of Door 1288. CD w J FLETCHERvFARR900iTE*PC ARCHITECTURE PLANNING INTERIORS 708 S.W.THIRD.SUITE 200 POP*,LAND.OREGON 97204 TELEPHONE 503.122.1661 FAX 222.1701 Jim Funk September 5, 1996 Page 2 ELEVATOR. 1. A permit isstied by the State of Oregon, Building Codes Division, is required far installation aitd operalion of an elevator. Provide evidence of application for permits. FFA: 1. Agree. Will be provided as soon as available. 2. The elevator pit sump shall discharge to other than the plumbing•system[A SMC A17.1]. Correct Detail 4/S.2 and show sump pump and termination. FFA: 2. The elevator uses au app-oved hio-degradable white oil-based lubricant which may be discharged as detaiied. 3. All elevators provided shall be accessible and all operational controls and visual aids shall be in accordance with OSSC, Section 1108.3 and Figures 21 and 23 [012S 447- 2471. Provide details within the plans. [See Project Manual, Section 15205-2.11]. FFA: 3. Agree. Will he provided as soon as availabl?. MECHANICAL 1. Provide a design for the ventilation system required in area of rescue. FFA: 1. Agree. See Sheets M2.1, M2.2, and ?12.3. 2. Provide a gas piping plan showing size, run, elevation, meter location, and gas presstire. FFA: 2. Complete gas system information is show on Sheets P2.1 near grid 2/M and P2..3. 3. The plans and schedule of equipment shall st7ecify outside air vohimes. A. The heat/ventilation system shall provide outside air per occupant in all portions of the building[UBC Section 1202.2.1 and Table 12-P1. Jim Funk September 5, 1996 Page 3 1. Provide outside air specifications on the revised plans. FFA: 3. Outside air quantities are specified in Equipment Schedule on M8.2 under AC-1 and AC-2 description. 4. Air moving systems(combination of units)supplying air in excess of 2000 CFM to enclosed spaces shall be equipped with an automatic shut-off. The smoke detectors shall be supervised when afire detection or alarm system is provided[OSSC, Section 608]. FFA: 4. Duct smoke detectors are supervised by the fire alarm system, as described in Specification Section 15950.3.06.G.1. 5. Ceiling fire dampers are required at all register penetrations of the fire-rated assemblies. A. Provide fire dampers on each slotted diffuser in the lobby. B. Explain wall-type fire dampers in col-idor having ceiling diffusers. C. Explain fire dampers in areas of non-fire rating. FFA: 5. A. Wall type fire-smoke damper will protect the wall-to-structure assembly. B. Wall type fire-smoke dampers protect the wall-to-structure assembly. C. Mechanical plans have been revised so that no fire dampers are in non-rated areas. See Sheets M2.1. M2.2, and M2.3. 6. Explain F,1.01, EF02, and goavity hoods penetrating the corridor ceiling on the third floor, all i+,ithout protection for fire-rated assemblies. FFA: 6. EF-1 and EF-2 only penetrates the roof. The gravity hood has been deleted. FIRE SPRINKLER 1. Submit a ire sprinkler installation permit application with not less than three (3) sets of plans and specifications. FFA: 1. Will be applied for by sprinkler contractor. Jim Funk September 5, 1996 Page 4 2. The automatic sprinkler system shall be supervised by an approved r-onitoring service [Lniform Fire Code (UFC) 904.3]. Connect all required tamper switches and flow monitoring switches to the annunciator panel. Provide two dedicated phone lines for the annunciator panel[NEPA 72-4-2.3.3.1.6]. FFA: 2. Agree. 3. The sprinkler system, '. er where it passes through a concrete slab floor shall he provided with a clearance of 2"around the piping UNFPA 13, Section 3-10.3.41 FFA: 3. Agree. Please see the attached documents for further clarification of the responses indicated above. We are providing one set of slip sheets for your plan review documents. TI-Iree full sets of documents, containing all revisions per this plan check, are also attached. Sincerely, FL TCHER FARR AYOTTE P.C. . i 11111111) .A. Rude, AM Attachments: Revised Dra•.ongs M2.1,M2.2, M2.3,M2.4,M8.2,E2.1,E2.2,E2.3,E3.1,E3.2,& E3.3 Three full sets of revised Drawings Distribution: David Bailey Pete Daniels JM 19296TORTAR23.W rn FFA September 3, 1996 Jim Funk City of Tigard 13125 SW Hall Blvd. Tigard, OR Subject: PERS Headquarters Building BUP # 96-0441 PC# 7-34C Dear Jim: Following is our response to your letter of August 26, 1996. Each item includes your comment in italics followed by our response. Items under the Elevator, Mechanical, and Fire Sprinkler subheadings have been excluded from this response. Exit signage and the electrical drawings have also been t;xcluded. These will be addressed in a forthcoming letter. ACCESSIBILITY GI,: Provide accessible meads of egress from each floor level in the same number a.v required for exity[OSSC, Section 1107.1]. A. Provide an area of rescue at 1. 1st floor south wing. 2. 3rd floor. An area of rescue shall be located, designed, and equipped in accordance with OSSC, Section 1107.2. Revised plans.vhall include all s1)ecifrcations and design. FFA: 1. Areas of rescue assistnuce are the landings in the stair euclostires. These are identified in the plans on Sheets GLI and A4.1. We have included provisions for an owner supplied handset, which will appear in the Electrical Drawings re"uhntitt:ll. 2. on at►y floor where public phottes are pruvided, at least one shall be accessible [O.SSC, Section 1108.4.21. FL[ICHER9Ff.RRvAYOTTEVPC ARCHITECTURE PLANNING INTERIORS 708 5 W THIRD.SUITE 200 PORTLAND,OREGON 97204 TELEPHONE 303.222 1661 FAX 222.1701 Jim Funk September 3, 1996 Page 2 A. Accessible phones shall be provided in accordance with Section 1109.13. Revised plans shall include the specifications and de.siint. FFA: 2. Sec Drawing AR30 for public telephone located in the second floor lobby. This drawing is now referenced on Drawing I/A4.2. The Owner has been advised they must provide an ADA compliant public telephone. V3. The maneuvering clearance at Door 216 appears inadequate. A. Doors accessible for persons with disabilities shall have an 18"wide maneuvering space adjacent to the latch side of the door[Section 1109.9.3, Table HF-I. FFA: 3. The arca at Door 2160 has been revised to assure 18" minimun► clearance nt the latch side of the door. See Sheet A2.2. FIRE AND LIFE SAFETY The separation of exits for the first floor, south wing, is less than on-half of the diagonal distance of the wing. Provide separation in accordance with OSSC, Section 1003.3. FFA: 1. Open Office 127 has been revised to increase the distance between exits. See Sheet A2.1. Correct the schedule "typical wall types" #S to include 5/8"GWB, Type X, all applicable sheets. FFA: 2. This correction appears on the wall type schedule on Sheets A2.1. A2.2, and A2.3 per Addendum 44. i All cabinets recessed into fire-rated wall assemblies, such as for portable fire extinguishers, shall be fire-blocked at top and bottom and have an additional layer of S/8"GWB, Type X between the back of the cabinet and the opposing GWB. Provide a detail in the revised plans. FFA: 3. Agree. See Detail 12/A7.2 on original submittal dr,►w inKs. This detail is now referenced in the legend on Sheets A2.1, A2.2, and A2.3. Jim Funk September 3, 1996 Page 3 Provide a key box(knox) mounted to the exterior wall 10'above f nish grade and adjacent to the right side of the main entry door. The box shall contain keys to gain necessary access as required by the Fire Chief[UFC 902.4]. If you have any questions regarding this matter,please contact the Fire Marshal at 526-2502. FFA: 4. Agree. See.Drawing 9/A3.7, as well as 11/A3.3 which was issued in Addendum 02.. Provide a glazing schedule and window types. A. Glazing, infixed or operable panels, adjacent to a door where the nearest exposed edge of the glazing is within a 24"arc of either vertical edge of the door in a closed position andwhere the bottom exposed edge of the glazing is less than 60"above the walking surface, shah'be tempered[2406.4(6)]. FFA: 5, Wired glass and tempered glass have been identified on the exterior and interior elevations. See Sheets A3.1,A3.7, A5.1, A5.2, :unci A5.3. 6. Handrail Detail 71A3.2 incorrectly illustrates the bottom termination. The handrail shall continue to slope for a distance of the width of one tread from the bottom riser[OSSC, Section 1109.8.6]. y� 1 FFA: 6. Agree. See Drawing 7/A3.2. 9: Correct "legend"category, Sheet GL 1, UBC. Des, 6.4.1, Table 43-c to Des. 5.4.1, Table 7-c. FFA: 7. The one hour floor/ceiling assembly with gypsum board ceiling has been revised to UL Design No. D502. See Sheet G 1.1. This assembly design accommodates the use o1'recessed light fixtures, i%here required. See also note below in item 17. 8. The Type-4 fire-resistive construction shall continue past Type-7 construction. See typical corridor 108 of Men's Restroom 137 and Women's 142. Revised plans shall illustrate correct design. FFA: 8. Agree. See Drai%kig I/;kR56. This detail has been referenced on Drawing 2/A4.l. Jim Funk September 3, 1996 Page 4 ,9.- Provide cut sheets o;u io,.king devices: A. D50PD (Hardware Group 15). B. Electric lock D80 (Hardware Group 3). C. DCU-33471,-F-BE(Hardwurc Group 10). FFA: 9. 9A. See attached. 913. Deleted - Electric strikes are being provided, Von Duprin 6211 12VDC. See attached. 9C. See attached. 1W. Provide a hardware group for Door 136A. FFA: 10. Hardware is supplied by door manufacturer. See Section 08700 of Specification. I),/ Why are cylinder locks specified for hold-open doors 333A FFA: 11. This door is locked at night to prevent access to the tenant space. See also note above in item 10. fm{ M l il. Specify hold-down clips on all 2 x 4 acoustical ceiling panels installed in the fire-rated corridors on the first and second floors[OSSC, Section 710.2]. FFA: 12. Agree. S fication Section 09510 has been revised accordingly(see Item 09:'10.3.02.x). Idento,and specify one-hour fire-resistive protection for all horizontal structural beams n within the floor%ceiling assemblies that support a floor and roof or more than one floor f Y (See I1A3.4) f O,SSC, Section 704.7.0']. z FFA: 13. We do not believe this is required. 14. Each steel column enclosed within afire-rated assembly(corridorlstairway walls) shall Q1 be individually protected[OSSC, Section 704.1]. Tk,�_ 14. We do not believe this is required. Jim Funk September 3, 1996 Page 5 15. The landing steel support penetrating the one-hoar fire-rated staitivay enclosure shall he protected lsee Detail 16A7]. A. Provide Detail 25/A13 referenced in Detail 16/A7.3. FFA: 15. We do not believe this is required as the wall penetration is less than 4 square inches. The detail reference in Drawing 16/A7.3 has been revised from 25/A13 to 8/A7.3. 16. Fire door entrances used in elevator hoistways shall have a labeled and listed one-hour fire door assembly[NFPA 80, Chapter 8]. A. Elevator doors opening into afire-rated corridor shall be protected by a tight-fitting smoke-and draft-control assembly. FFA: Per our discussion, the third floor lobby will be enclosed with a pair of"Total Doors." See Specification Section 8700. Exception 1 OSSC 1005.10 applies to second floor lobby as this is the street level. A: F_ach recessed light fixture in the ceiling or_fire-rated corridors, lobby, and slairway enclosures shall be protected tri accordanre %vith the U.L. assembly. Provide a detail of the method of protection within the plan.;. FFA: 17. See Detail 5/A7.2. This detail has been referenced in the legend on Sheets A6.1, A6.2, and A6.3. The UL assembly number has been provided on the detail. 18. Make the following corrections to electrical pages for exit signage: A. Provide an exit sign at the hutch room side of Door 1368. B. Remove the exit sign a!Door 1180 and 1188. The occupants in Room 22 shall not exit through more then►one adjoining room[OSSC, Section 1003.51. R C. Provide an exit sign on the heasahle Area side of Door 234A. D. Provide an exit sign on the Board Room side of Door 228A. F F,. Provide an exit sign on the east side of Door 230A. F. Provide a directional exit sign at the confluence of grid lines H and 3 and C.25 and - 7. -' FFA: 18. Exit signs will be revised accordingly. See Electric:11 Drawings resubmittal. Jim Funk September 3, 1996 Page 6 STRUCTURAL DeJail S,IA5.1 .�f,7ecified i»delail 3.!A4.1 .should he 5/A4.1. Please correct. FFA: 1. Agree. These drawings have been corrected. See Sheet A4.1, Please see th-.- attached documents for further clarification of the responses indicated above We are providing one set of slip sheets for your plan review documents. Three additional frill sets will be provided under separate cover. Sincerely, FLETCI -R FARR AYOTTE P.C. r/ Philip A. Rude, AIA Attachments: Hardware Cut Sheets Revised Specification Section 09510 Revised Opening Schedule Revised Drawings G 1.1,A2.1,A2.2,A2.3,A3. I,A3.2,A3.7,A4.1,A4.2,A5.1, A5.2,A5.3,A6.1,A6.2,A6.3,A7,2,A7.3 Miscellaneous Details Sheet Distribution: David Bailey, PERS Pete Daniels, Milstead and Associates R v JAI 182961 ORTAR2OMPU H .J r-. G7 U' �1 J CITY OF TIGARD August 21, 1996 ©RECON VLMK Consulting Engineers 3933 SW Kelly Portland, OR 97201-4393 RE: PERS Building (Engineering Plan Review Only) Building Plan Review \S. 11410 SW 68th Parkway PC#: 7-34c BUP#: 96-0441 Submittal documents for the above referenced project have been reviewed for conformance with the applicable 1996 Oregon Specialty Codes and other applicable codes and standards. The following comments are noted: Y Complete the attached special inspection form. 2. Somr, storage is s..,ern on floor plan. Should 125 psi storage LL be used? 3. C?'culat;ori Sheet 10: should B-12 get 100 psf LL at assembly room? 4. Coordinates for cerner of rigidity shown on Sheet 51 calculations are not computed. Show computation. S. Sheet 52 calculations: x(cm), y(cm), x(cr), and y(cr) are given dimensions of 85, 85, 75.6, and 78.6. It is unclear how these were derived. Also, it is not clear that e(y) and o(x) include the sum of the actual and accidental (5%) eccentricity required by Section 1628.6 (second paragraph). 6. Calculation Sheet 81 calls for 10" concrete wall at BF-2, the plans show 8". Does this change the frame output? 7. Calculation Sheat 153: footing at Grid 3 is 12'-6"square for a maximum load of 360 kips. Calculations show 368 kips acting at this grid. 8. Calculation Sheets 175 and 177; it is unclear where 193, 90, 388, and 454 kip reactions come from. Please derive. 9. Calculation Sheet 180: it is unclear where 146 and 433 kip reactions come from. Please derive. 10. Calculations Sheet 185: 40 kip resisting force assumes hull weight of adjacent 15-0" x 15'-0"panel? How will all of the weight resist when they intersect -a1 pilaster only? 11. Calculation Sheet 188: same comment as Item 10 above. In addition, one side of frame does not have a full 15'-0" x 15-0'panel adjacent. 12. Design braced frame connections to show compliance with Section 2211.E 3 1. No calculations for connections were provided. 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639-4171 TDD (503) 684-2772 PERS Building(Engineering Plan Review Only) Building Plan Review PC#: 7-34c BUP#: 96-0441 Page#2 13. Provide calculations to show transfer of load into braced frames from the roof and floors, including drag struts shown. 14, Is "D" from the braced frame output a measure of drift? If so, Sections 1631.24 and 1628.8 are satisfied. If not, please show compliance. 15. Are braced frame columns checked for Section 2211.5.1? 16. Are bracing members checkec for Section 221.8.2.3? 17. Provide analysis/design for exturior stud walls out-of-plane and for gravity. 18. Do column calculations include P-delta effects per 1628.9 End deformation compatibility per 1631.2.4? 19. Provide design for continuous footings. 20. Provide calculations for interior shear walls in- and out-of-plane at BF-1, BF-2, and BF-3 and for exterior shear wa!Is at BF-4 and BF-5. 21. Provide calculations for pilasters in shear walls and other details at braced frame column or bracing members' con ections into the shear walls for both vertical and horizontal components (include reinforcing, anchor bolts,TS embedment, etc.). 22. Provide calculations for the other pilasters. 23. Footing at Grid<6.1 should be called "I" per Sheet 171 calculations. 24. Detail 10/S2: 6 - #9 vert called for, #8 are shown. Also, #3 at 12" seems to conflict with #3 ties at 8"and 16"as detail shows them to be the same bar. 25. Detail 15/S2: calls for tie spacing. 26. Detail 3152.1: calls for steel in wall. 27. Column schedule: calculations call for W10 x 33 at F. Schedule calls for TS 8 x D x 3/8. 28. Speciml Inspection nrte: add City of Tigard Building Division to distribution list. 29. 2nd floor frarr,i^r• need to use 100 psi exit load at corridor areas (Grids K3 - N3 region and 8.816.1 - B.8/9 region). 30 Sheet S-3 reference 14/S7 at Grid b --wrong reference? 31. Provide design for beams around stair openings. 32. Provide design for W12 x 26 at grids XD and XE and W14 x 22 at grids X4.5 - X7 on Sheet �.. jj 33. 18" LH not shown in calculations. 34. 32 LH 900/300 with 4 '-0" span not shown in calculations. PERS Building(Engineering Plan Review Only) Building Plan Review PC#: 7-34c BUP#: 96-0441 Page #3 35. Provide calculations from joist company prior to erection. 36. G-5 and G-6 should have an axial ! )ad (Sheet S-3, S-4). 37. Provide "drag" design at connections between joists and/or beams with axial loads called (Sheet S-3, S-4, and S-5)or which tie into frames. See Item 13. 38. Provide design for W14 x 22, W6 x 15, C6 x 8.2, W12 x 26 at Grids X5 and X6 region (Sheet S-4). 39. Should joist at Grids C and 3 have axial load (Sheet S-5)? 40. Provide design for roof member in Grid B1 - B2.6 region. 41. Call thickness of concrete walls at 3/S6, 4/S6, and 5/S6. 42. 2/S6: how many#7 bars continuous at bottom? 43. 4/S6: calculations call for AS = 10.3 square inches at cantilever. (5) #7 provided gives AS = 9 square inches. 44. 14/S7: specify angle. 45. 18/S7: weld angle to TS. 46. 7/S8: complete empty detail bubble. 47. 18/S8: calls for weld of L3 x 3 x 1/4 to column. 4F,. Specify veneer anchorage per code (ties used and spacing). Please submit three copies of revised submittal documents and a letter indicating your response to the above comments for review. Please call me at (503) 639-4171 if you have any questions. Sincerely, / David Scott, P.E. BUILDING OFFICIAL,," �.. Enrlosure `- 14 itywM9\pc7.34c do V) J 11 J Eile Edit Options Window Help 1 Exit Ncw r Open To Do QBE EEE I�...�.1� !y I ® CI ^.c Edit Pro'cet Group Add Clonc Paretl A<tivlt 'r'co Ic Focc Vnluotion Conditions Casc Notno Sensitive Land 1111 _ ❑ X Name: PUBLIC EMPLOYEES RETIREMENT Updated: 11-20-98 PLL Address: 11410 SW 68TH PKWY Jur: TIG Description: Master# SDR96-00010 project. IPERS OFFICE Project Location proposal to develop a 60,062 square foot office building. Sensitive Lands Revietiv to develop areas with steep slopes. Flood Plain: IVo Wetlands: No Dates Steep Slopes: lyes _ Received4x311996 Drainage Wnys: Nr Target: Resolution Number: Issued: ��— i-oning: C-P F_ _ Expired: Finaled: r— Printing Case Summary Report for SLA96-00501v_ ;Start ,d PER-KJ-PLAN i GroupWise-Mailbox I j Microsoft Word Copyright is!1997•1999 T!demerk Computer Systems Inc 12/230999 All Rights Reserves. File f dit Qptions Window jielp MOO: Exit Now Open '0 0" RRF El tEE Clo:o Edit Pro oct Group Add Clone Portal Activit Poo Io Foe: Valuotion Conditlona cats Note r ' . 1111 WWW 7�d Name: PUBLIC EMPLOYEES RETIREMENT Updated: 11,2090 PLL Addre..:s: 11410 SW 6FJTH PKWY Jur: Tit_; Description: Mr4ster# SDR96-00010 Project: PERS OFFICE Location proposal to develop a 60,082 square foot office building. Sensitive Lands Review to develop areas with Steep slopes. Project Location: 11308 SW 68th Parkwa?r. The site is located at the northeast comb, of SW 68th Parkway and S1A1 Haines Street. Printing Case Summaryry Repart for SLR96.00001 Start I 4LPEv';A1T`PLAN f GroupWise-Mailbox 'fwlicrosoftWord J CL Ln ti J ti Co CD W J Car ydght or 1997-1999 Tidemark Computer Systems Inc 1283/1999 All Rights Reserved. niLlN/LMK Conmulting Engineers 3933 SW KELLY AVENUE, PORTLAND, OREGON 97201-4393 (503)222-4453/FAX (503)248-9263 PRINCIPALS ALFRED H.VAN DOMELEN.P.E. JAMES E.KNAIIF,P.E. May 20, 1996 ASSOCIATES GARY J.I EWIS,PE. GREG BLEFGEN,P.E. HAVLING.KEMP.P.E. JOHN BROOKS PERS OFFICE BUILDING STRUCTURAL DESIGN SYNOPSIS Structural System The structural framing system will consist of steel and concrete with brick veneer exterior wall supported by steel lintels and steel studs. Open web steel joists and girders are used for econotr_y at both roof and floor where repetition of dimension and loading allow. Steel rolled shapes are used for special cases and for columns. Roof structure is 20 Ga. Type B metal deck with rigid insolation, concrete slabs will be provided at mechanical units to reduce vibrw ion and sound transmission. Floor structure is reinforced concrete on 20 Ga. f ype W metal deck, total thickness to be 5 1/2". The concrete slab is extra heavy to provide additional mass for vibration control. Lateral loads (wind and earthquake) will be resisted by a combination of concrete shear walls at lower level and steel braced frames above. The lower level floor will be a concrete slab on grade. Foundation will be conventional spread footings designed in accordance to Geotechnical Report prepared by Geotechnical Resources, Inc. u_ R 1- N F- J G] C.7 W J r � «C E^ MEMBER TLILKVLMK Consulting Engineers, 3933 SW KELLY AVENUE, PORTLAND, OREGON 97201-4393 (503)222-4453/FAX (503)248-9263 PRINCIPALS ALFRED H.VAN DOMELEN,P.E. August 28, 1996 JAMES E.KNAUF,P.E. Mr. Mike Steffen ASSOCIATES Fletcher Farr Ayotte, PC GARY J.LEWIS,P.E. 708 S.W. Third Avenue, Suite 200 GREG ELEFGEN,P.E. Portland, Oregon 97204 HAVLIN u.KEMP,P.E. JOHN BROOKS RE: Revisions to Structural Drawings Dear Mike: As a result of the City of Tigard Structural Plan Review, the following corre,:tions should be made to the drawings: IJ 1. Detail 4/S-6: Add (2) #7 x 12'-0" bars to bottom reinforcing for the brace frame footing. The revised detail should show (7) #7 x 12'-0"" at the bottom of the footing. J 2. Plan I/S-6: Axial loads should be shown for joists along grid lines C and 3 at bays on both sides of brace frame #1. Axial loads to be shown the same as on sheets S-3 and S-4 (10k axial, 20k axial, and 40k axial where indicated). v 3. Detail 5/S-7 - "Beam Connectior Schedule": Add Note 5). Where plan indicates a 1 (Ref. Second Floor Framing Notes). Provide filet weld (indicated by schedule) full perimeter of shear plate to both column and beam. 4. Second Floor Framing Notes: Add Note 8). At grids C-10, H-3, and M-3 for joist or girder connection to column, provide 3/4" x 6" tall x 10" long knife plate from top r' chord to column. Use 3/8" fillet each side to column and 1/4" fillet each side to joist or girder. Note: Knife plates only required along grid in line with brace frames. J 5. Roof Framing Notes: Add Note 6). At grids C-10., H-3, and M-3 for joist to joist or girder to girder connection, provide 3/4" x 6" tall x 20" long knife plate from top chord to top chord. Use 1/4" fillet each side full length to joists or girders. Note: Knife plates only required along grid in line with brace frames. If you have any questions, please call. a Sincerely. ego S icrcr m Ln CGS: J MEMBER VLMK Consulting Engineers ! CEL.LY AVENUE, PORTLAND, OREGON 97201-4393 (503)X21-4453/FAX (503)248-9263 August 28, 1996 PRINCIPALS ALFRED H.VAN OOMELEN,P.E. JAMES E.KNALIF,PF Mr. David Scott, P.E. ASSOCIATES City of Tigard GARY J.LEWIS,P.E. 13125 SW Hall Blvd. GREG BLEFGEN,P.E. Tigard, Oregon 97223 HAVLING.I,EMPP.E. JOHN BROOKS RE: The PERS Building (Engineering Plan Review) Response to Structural Plan Check 11410 SW 68th Parkway Tigard, Oregon PC#: 7-34C BUP#: 96-0441 Dear Mr. Scott: The following is in response to your Structural Plan Review dated August 21, 1996. `J 1. Complete the attached special inspection form. The Special Inspection Form has been completed by Milstead & Associates. J2. Some storage is shown on floor plan. Should 125 psf storage LL be used? Storage areas are relatively inconsequential and are incidental to office area and would have little effect on framing sizes chosen. J3. Calculation Sheet 10: should B-12 get 100 psf'LL at assembly room? Technically you're probably right. The area is an assembly room, howe-er the beam size chosen has a capacity almost 100% higher than required. 4. Coordinates.for center of rigidity shown on Sheet 51 calculations are not computed Show computation. The computation for the center of rigidity shown on sheet SI is for the 3rd, 2nd, and 1st levels. It is derived by the formulas: n: t-- x(cr) = (Sum Ry)(Y)/Sum Ry) y(cr) = (Sum Rx)(y)/(Sum Rx) J The values x(cr) = 84,5 andcr) = 82.9 have been tabulated by the spread sheets (see i� sheets 53, 54, and 56). J ; C E � r, C��. MEMBER -Page 2- RE: The PERS Building (Engineering Plan Review) Response to Structural Plan Check 11,10 SW 68th Parkway Tigard, Oregon PC#: 7-34C BUP#: 96-0441 ,J 5. Sheet 42 calculations: x(cm), y(cm).x(cr), and y(cr) are given dimensions of 8 , 85, 75.6, and 78.6. It is unclear how these were derived. Also, it is not clear that e(') and e(x) include the .sum of the actual and accidental (5%) eccentricity required by Section 1628.6 (second paragraph). o The values x(cm), and y(cm), for the mechanicdi ioof slab were arrived at graphically off of the roof plan. Attached are supplemental calculations (sheets S.l and S.2) to support the graphical center of mass values used on calculation sheet 52. o The values x(cr) = 75.6 and y(cr) = 78.6 for elements resisting the rigid mechanical roof slab were derived in the same manner as were the center of rigidities addressed in Item #4 above. Four walls were assumed to resist this load as shown on sheet 52. o The terms e(x) and e(y) include the sum of both the actual and accidental (5%) eccentricities. The formulas used are: e(x) = x(cm) - x(cr) + 0.05 (x, bldg, length - ft) e(y) = y(cm) - y(cr) + 0.05 (y, bldg. length - R) The values shown have been tabulated by the spread sheet. (See sheets 52, 53, 54, and 56.) J 6. Calculation Sheet 81 calls for 10" concrete wall at BF-2, the plans show 8". Does this change the frame output? The difference in thickness would have negligible affect on frame output. �1 7. Calculation Sheet 153: footing at Grid 3 is 12'-6"square for a maximum load of 360 kips. Calculations show 368 kips acting at this grid Considering the accuracy and assumptions made in accumulating loads, this small difference is acceptable. 1 8. Calculation Sheets 175 and 177; it is unclear where 193, 90, 388, and 454 kip reactions come from. Please derive. These are varied combinations of worst case loading. For example, the minus 90 and plus 454 kip reactions are full lateral load plus 85% of the dead load. �_1 -Page 3- RE: The PERS Building (Engineering Plan Review) Response to Structural Plan Check 11410 SW 68th Parkway Tigard, Oregon PCM 7-34C BUP#: 96••0441 9. Calculation Sheet 180.• it is unclear where 146 and 433 kip reactions come from. Please derive. See item 8. I J10. Calculations Sheet 185: 40 kip resisting force assumes full weight of adjacent 15'•0" x 15'-0"panel? How will all of the wright resist when they intersect at pilaster only? 15'-0" x 15'-0" panel is considered stiff enough to cantilever the full 15'-0" for dead load resistance. 11. Calculation Sheet 188: same comment as Item 10 above. In addition, one side of '5 frame does not have a full 15'-0"x 15'-0"panel adjacent. See Item 10. 'J 12. Design braced frame connections to show compliance with Section 2211.8.3.1. No calculations for connections were provid.:d Attached is calculation sheet 12.1 showing design calculations for brace frame connections. 13. Provide calculations to show transfer of load into braced•frames.from the rogf and 'loons, including drag structs shown. Attached are calculation sheets 13.1 and 13.2 showing connection calculations for transfer of drag strut loads where required from the roof and floors into braced frames. J 14. Is "D".from the braced frame output a measure of drift? If so, Sections 1631.24 and a 1628.8 are .satisfied If not, please shown compliance. CY Ln Braced frame drift/deflection print-out sheets were omitted from calculation package. Sheets 14.1 - 14.6 are enclosed. J CO j 15. Are braced frame columns checked fro Section 2211.5.1? Columns comply with this code section. See unity printout at each frames computer run. 1 -Page 4- RE: The PERS Building (Engineering Plan Review) Response to Structural Plan Check 11410 SW 68th Parkway Tigard, Oregon PC#: 7-34C BUP#: 96-0441 16. Are bracing members checked,for Section 221,8.2.3? Bracing members are in compliance with this code section. 17. Provide analysis/design for exterior stud walls out-of=plane and for gravity. Calculations are enclosed. J18. Do column calculations include P-delta effects per 1628.9 and deformation r mpatibility pe- 1631.2.4? Columns are in compliance with these code sections. J19. Provide design for continuous.footings. We're not sure what design is required, but we are enclosing a calculation for cantilevered footing. 20. Provide calculations for interior shear walls in- and out-of plane at BF-1, BF•2, and ou Ok BF-3 and.for exterior shear walls at BF-4 and BF-S. Ot1I'-off' � Worse case shear wall calculations are shown on page 181. Out-cf-plane calculations 7 arc shown on sheet 200. v•ew 21. Provide calf ulations for pilasters in shear walls and other details at braced frame column or bracing members' connections into the shear walls.for both vertical and horizontal com on nts (include reinforcing, anchor bolts, TS embedment, etc.). �� �VQ���� �� Since this is a Pretty generai statement, we are not sure exactly what calculations are c��, • �t`�� being asked for. If there is a particular element you are concerned with, please let us know and we can provide at►y necessary calculations. Calculation for embed is p attached. Sa,m1Q acSli���a� rtl�� CW J2. Provide calculations for the other pilasters. Again, we're not sure what calculations are being asked for but we have included a summation of design loads and pilaster capacities. -Page 5- RE: The PERS Building (Engineering Plan Review) Response to Structural Plan Check 11410 SW 68th Parkway Tigard, Oregon PC#: 7-34C BUP#: 96-0441 23. Fooling at Grid <6.1 should be called "I"per Sheet 171 calculations. Foot;ng type 10 is correct callout at this location. Column type "I" is the correct column callout for this location. 24. Detail 10/52: 6 - 1.`9 vert called.for, #8 are shown. Also, #3 at 12"seems to conflict with #3 ties at 8" and 16"as detail shows them to be the same bar. Eight #9 verticals is correct and has been noted on shop drawings. Two #3 at 12 is in addition to #3 ties. 25. Detail 15IS2: calls for tie spacing. J Ties are at same spacing as other pilasters, that is 6 at 8" top and bottom and filled at 16". J26. Detail 3/52.1: calls for steel in wall. Reinforcing in this wall is #4's at 12" each face and has been shown on shop drawings correctly. 27. Column .schedule: calculations call for W10 x 33 at F. Schedule calls for TS 8 x 8 x 318. Column was changed from TS 8 x 8 x 318 after initia' calculations were done. Copy of revised talcs is enclosed. r 28. Special Inspection note: add City of Tigard B01ding Division to distribution list. r Special Inspection reports will be sent to the City of Tigard. 129. 2nd_floor framing: need to use 100 psf exit load at corridor areas (Grids K3 - jV3 region and B19/6.I - B.819 region,). CD Framing provided in these areas is capable of supporting the required 100 psf exit load. -Page 6- RV: The PERS i3uilding (Engineering Plan Review) Response to Structural Plan Check 11410 SW 68th Parkway Tigard, Oregon PCN: 7-34C BUP#: 96-0441 30. Sheet S-3 reference 14157 at Grid b--ivr•ong reference? This detail reference should be 4/S7. ` 31. Provide design.frr beams around stair openings. J Stairs are bidder design. A calculation showing framing capacities is enclosed for your reference. 32. Provide design,ror W12 x 26 at grids XD and XL cmc' 0114 x 22 at grids X4.5 - X7 on Sheet 3. The intent of this question is unclear. We have included a calculation showing the capacity of framing indicated. 33. 18" LH not shoirn in calculations. Calculations will be provided by joist manufacturer. 34. 32 LH 900/300 with 43'-0"span not shown in calculations. Calculations will be provided by joist manufacturer. 35. Prov. %e calculations from joist company prior to erection. Calculations will be provided by joist manufacturer. a 36. G-5 and G-6 should have an axial load (Sheet S-3, S-4). d c Axial loads are indicated in girder load diagram on Sheet S-3. �- 37, Provide "drug" design at connections between joists and/or beams with axial loads y called (Sheet S-3, S-4, and S-5) or which tie into frames. See Item 13. W A s Calculation is enclosed. -Page 7- RE: The PERS Building (Engineering Plan Review) Response to Structural Plan Check 11410 SW 68th Parkway Tigard; Oregon PC#: 7-34C BUP#: 96-0441 38. Provide design for W14 x 22, W6 x 15, C6 x 8.2, W12 x 26 at Grids X5 and X6 region (Sheet S-4). Again, the intent of this question is unclear. A calculation showing capacities of each framing member is enclosed. '`-' 39. Should joist at Grids C and 3 have axial load (Sheet S-5)? This is correct. .foist is asking for drag strut and should be designed for an axial load. -J 40. Provide design fir rogf member in Grid B1 - B2.8 region. Again, the intent of this question is unclear. We have enclosed a calculation showing the capacity of the framing. 41. Call thickness of concrete wall at 31,56, 4/S6, and 5/S6. Concrete wall at 3/S6 is 8" thick. The wall at 4/S6 and 5/S6 is a typical basement wall which is 10" thick. 42. 2156: how many #7 bars continuous at bottom? There are (10) #7 bars continuous at bottom. 1 43. 41,56: calculations call for As = 10.3 square inches at cantilever. (5) #7 provided gives As=9 square inches. This is correct. (5) #7 bars indicated should be increased to (7) #7 bars. 44. 14/,57: specify angle. This is a typical lintel angle 5 x 5 x 3/8. J 45. 18/S7: weld angle to TS. This should be a typical lintel angle weld as indicated on detail 18/S8. A 3 inch long, 3/16 inch weld spaced at 12 inches on center. -Page 8- RE: The PERS Building (Engineering Plan Review) Response to Structural Plan Check 11410 SW 68th Parkway Tigard, Oregon PC#: 7-34C BUP#: 96-0441 46. 7/S8: complete empty detail bubble. Empty detail bubble should be 1/S8. 47. 181S& calls.for weld of L3 x 3 x 1/4 to column. Connection of angles to column is shown on detail 8/S7. - 18. Specify veneer anchorage per code (ties used and spacing). M-� Veneer anchorage is specify d in Section 4200.)f the specifications. Please call if you have further questions or need more information. Sincerely,�A v` aures E. Knauf, P.E. Enclosures JEK:kmc z z n J NOV-14-96 THU 09:46 AM FLETCHER FARR AYOTTE P11 FAY, Nf, 15032221701 P. 01 FFA , / I FAXTRANSMITTAL l r From: Jeff Welch Date: 11/14/96 Project Name: 'I--�PERS Headquarters) No. of P Iges: Project Number: 11-82-96 Firm: Fax Number: Attention: Ctiy of Tigard- Community 684-7197 Jim Funk IJ-velopn.ent Dept. Message: Attached are two drawings that describe the area we are considering adding a railing along the top of the concrete retaining wall. There is grade change of approximately 9 feet at this area. My search of the Code does not find a requirement for a"guardrail" at this type of area (Section 509 specifies where guardrails are required). We are trying to determine what type of rail would be acceptable at this area as we are trying to minimize the visual impact due to its location along the primary entry drive to the facility. Please take a look at this and call me to discuss options Thank ;::a for your efforts. 1,71 alXA 11 J J'.I10296%FAX%FX-TIORD.WPD FAXEDAT!_AW'M AY FLETCHER FARR AYOTTE PC ARCHITECTURE:PLANNING INTERIORS 708 S W THIRD,SUITE 100 PORTLAND.ORFGO'J 97204 TELEPHONE 503 222.1661 F%X 222.1701 NOV-14-96 THU 09.47 AM FLETCHER FARR AYOTTE PC FAX NO. 15032221701 P. 02 �— N 2m'-0' .�,� i�oi�g�=� .all-.�1.k�r---__ .►,^� � �/ 1 8' GONG, R I 5EE DUri. w a� e\ 5 ONGRETE LAB 7 W/. NIGKENE EDGE L PLAN1 I LAND, - PLANTING BED - 5EE LANDSGAPE DWG5. � 6 ci- n in GAST-IN-PLACE 3 -- PR lm'-O'W X 6'-4'E CURB 32 METAL GATES - J w VERIFY OPENING Ali J "RASH ENCLOSURE PLAN SCALE 1/4' = 1'-0' REV. TO DW5. I/A3.2 NOV-14-96 THU 09:47 AM FLETCHER FARR AYOTTE PC FAX NO. 15032221701 P. 03 r CAST-IN-PL GE CURB 'e, ul e r 306 70 TRA51-1 315 316 `>tL 318 14'-69. ` (o RETAIN RETAIN 319, c,+ 0 CD 5ERVIGIE LOADING w W w o o ZONE 1 NO. f1, C) \ NEW ASPHALTIC GONG. PAb'EMENT - PROVIDE \ 'TRUCK AREA' PAVEMENT 5EGTION AT 5NADED AREA \ -- 3 BOLLARDS - SEE 1 SITE PLAN SCALE 1' - 20'-0' REV. rO DWG. I/AI.I I/GLI FA SNFFT NO F'.E.R.5 NEADOUAfRTER5 � ADD. I Ali 5U I LD INCA 1/18/96 er JOB NO. FIETCHER FARR AYCITTE PC 11410 SW (o8TN PARKWAY MS IN S.W.CTUQf PO POR O ,OR1IINTERIORS T IG A RD, OREGON 1182 96 IN SMI S f 2 2 1691 O 22 !1201 r�-�f�L� I'-2 0'-0' iElfP110NC S0.! 221-1661 TO 221-t101 CITY OF TIGARD OREGON June 24, 1996 Public Employees Retirement System ,`T"I'N: David Bailey PO Box 73 Portland OR 97207 Sent via facsimile: 229-5643 Please be advised the following address has been assiigned to your project located at the northeast corner of SW 68th Parkway and SW Mines: 11410 SW 68th Parkway 'I'he previous address, 1 1308 SW 68th Parkway, has been in use for quite some time by tile neighbor to the north of your parcel. We apologize for any inconvenience this might have caused you, we are glad we caught this prior to the issuance of any building p-,rrnits. Please use the above mentioned address when you apply for building permits. If y;nu have any questions, please feel free to contact me at 639-4171 Ext. 349. Sincerely, James S. Duckett Development Services Technician c: Kit Church, Engineering SI'f96-0028 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639-4171 TDD (503) 684-2772 CITY OF TIGARD Facsimile Cover Sheet OREGON To: 711-1 , Company: (~�C f< S Phone: -- - �4- Fax: c c 3- 7 From: Jim Duckett, Development Services Technician Company: City of Tigard Phone: (503) 639-4171 Ext. 349 Fax: (503) 684-7297 r� Date. Pages including thi! sage: I" COMMENTS: 13125 SW Hall Blvd„ Tigard, OR 97223 (503) 639-4171 TDD (503) 684-2772 X06/24/96 15: 15 $503 684 7297 CITY OF TIGARD (0001 ACTIVITY MANAGEMENT REPORT TX ACTY# MODE CONNECTION TEL CONNECTION ID START TIME USAGE T. PACES1 RESULT *5PP7 TX G3 5032211171 06/24 08:08 00'30 1 OK *5899 TX G3 206 753 8165 OLY CITY HALL 06/24 08: 12 00'54 2 OK *5902 TX G3 503 620 2086 NICOLI ENG. .Inc. 06/24 08:31 05'47 11 OK *5905 TX G3 10707123 06/24 08:57 00'34 1 OK *5906 TX G3 503 697 4766 06/24 09:11 01'49 3 OK *5908 TX G3 503 226 1670 CIDA 06/24 09:56 01'26 3 OK *5910 TX G3 6848840 06/24 10:03 01'16 2 OK *5914 TX G3 503 225 0224 00/24 10:41 00,31 1 OK *5917 TX G3 5037318259 ODOT - REGION 1 06/24 10:56 00'29 1 OK *5918 TX G3 503 797 1794 06/24 11:03 00,32 1 OK *5921 TX G3 50328: 2723 06/24 11:14 00'41 1 OK *5922 TX G3 2738169 06/24 11:16 00'32 1 OK y:51123 TX G3 503 945 5090 DMV 06/,-4 11:18 00'52 2 OK ,:5428 TX G3 503 284 5015 06/24 11:25 (10'26 1 OK *5926 TX G3 503 620 2086 NICOLI ENG. . Inc. 06/24 11 :27 00'33 1 Ox *5929 TX G3 503 275 5617 Credit Records 06, 24 11:31 01 ,15 2 OK *5930 TX G3 503 692 0967 OKI SEMICONDUCTR 06/24 11:33 01 '33 2 Oh *5934 TX G3 1 503 681 2882 06/'24 11:42 01'57 3 OK *5933 TX 6812282 06/24 11:44 00,00 0 %G () STOP *5938 TX G3 503 242 1477 06/24 13:01 03'02 2 OK *5939 TX 6973237 06/24 13:26 00'00 0 NG () STOP *5941 TX G3 5032211171 06/24 13:43 01 ' 21 3 ()K *5946 TX G3 503 657 3237 06/24 14: 37 03'35 7 OK *5944 TX G3 503 657 3237 06/24 14:43 03' 11 5 OK *5948 TX G3 2310930 06/24 14:59 01 '45 3 0 K 5951 TX G3 503 223 2869 OREGON PERS 06/24 15: 13 01 ,00 2 OK ACTIVITY MANAGEMENT REPORT RX ACTYJ* MODE CONNECTION TEL CONNECTION ID START TIME USAGE T. PAGES RESULT *5893 AUTO RX G3 503 630 6302 06/23 12:00 01 '07 2 OK *5894 AUTO RX G3 503 275 5617 Credit Records 06/24 07: 14 02' 16 3 OK *5896 AUTO RX G3 503 624 5018 06/24 07:35 02'30 5 OK *5907 AUTO RX G3 503 452 8043 06/24 09:48 00'42 1 OK :1:5912 AUTO RX G3 2924862 06/24 10:25 01 '25 2 OK *5915 A(TTO RX G3 503 639 1656 TIGARD CHAMBER 06/24 10:49 00'34 1 OK *59I9 AUTO RX G;1 206 728 1179 06/24 11:00 00'3 2 1 Ox *5920 AUTO RX G3 06/24 11:08 01 '36 2 OK *5925 AUTO RX G3 5032244830 06/24 11:19 00'47 1 OK *5927 AUTO RX G3 08,'24 11:22 00'37 1 OK *5937 AtTTO RX G3 503 823 7765 06/24 12:58 02'01 3 OK *5943 AUTO RX G3 503 640 6286 06/24 14:21 02' 10 .1 ()K 1:5947 AUTO RX G3 503 646 6286 06/24 14:52 0'2' 12 3 ()h *5949 AUTO RX G3 5034941778 PAVILION TIME SH 06/24 15:09 01 '07 1 HK 1 Lf 6 f �K yn July 11, 1996 (� f UBLIC lr`' 1 5 1995 EMPLOYES RETIREMENT V �. SYSTEM Bill Monahan, City Manager City of Tigard 13125 SW Hall Blvd. Tigard, OR 97223 Dear Bill: Thank you for taking the time to meet with us on July 9. As you will certainly understand,we are anxious to start our building project. Hopefully, Kim was able to meet with Brian on the 9th of July and provide the data he needs to make his determinations. It's unfortunate that this had not occurred at an earlier date. As Brian indicated, fairness to all of your applicants is necessary. We can relate to that in many areas of our services. We are frequently asked to help make up for delays--caused in many cases by others but also by us. When possible, we will do what we can to expedite a given situation. Anything you and Brian can do to help us get underway obviously will be appreciated. We'll do our part in complying with your needs to get us through the process. If there is anything Brian and others need and don't have, I'd appreciate hearing about it. Thanks again for your help. Sincerely, WA-b_� Fred McDonnal John A.Kitzhaher Executive Director Governor 0 Headquarters 200 SW Market Suite 700, Portland Mailing Address: VO Box 73 Portland,OR 97207-0073 (503) 224-6451 TTY (503)229-5824 Voice DATE: PLANS CHECK NO.: PROJECT TITLE: COUNTYWIDE Tr-9-Is . rrFI(f b-)\ Lb((\J , TRAFFIC IMPACT FFE /APPLLIICANT�;` F r 'ez'S fN'r+rQr Vl{ I S+FM WORKSHEET MAILING ADDRESS (FOR NON SWGI.E zroo sup �FAMELY USES) CIT)�{IPiPHONE: 77-xYko YV� nV, RATE PER TAX MAP NO.: LAND USE CATEGORY TRIP I` i 5bDA - D SITUS NO.ADDRESS: RESIDENTIAL $169.00 11 LA I `�I -, le`bt-� PVW BUSINESS AND COMMERCIAL $42.00 OFFICE $155.00 INDUSTRIAL $162.00 iNSTITUTIONAL $70.00 PAYMENT METHOD: CASH/CHECK CREDIT INSTITUTIONAL ONLY: BANCROFT(PROMISSORY NOTE) LAND USE CATEGORY DESCRIPTION OF WEEKDAY AVG.TRIP WEEKEND AVG,TRIP DEFER' 'FO OCCUPANCY USE RATE RATE V BAS IS: JIY � � Q1�t(Gl �'Yfe ° A. (A CALCULATIONS: P�c)JECT I t:ir'GENERATION j FEE FOR ACCOUNTING PURPOSES ONLY ADDITIONAL NOTES. ROAD AMT TRANSIT AMT PREPARED BY 4/24M g 10onmmVWT"%VMPACT Co 'o�m M10 CC WASHINGTON COUNTY MEMJRANDUM CITY OF TIGARD, OREGON DATE: July 23, 1996 Tr: Jill Aldrich, Development Services FROM: Brian Rager, Development Review Engineer RE: SDR 96-0010,PERS Exemption from TIF I reviewed the copy of the memo written by Dan Olsen to John Rosenberger regarding exemptions given to state and federal facilities. I also checked the TIF Ordinance specifically and found Section 3.17.040 (13)(8)to readjust as the memo says, tha,the TIF will not apply to "construction, remodeling or expansion of federal or state facilities otherwise exempt from taxation by counties". Therefore, sinc; PERS is a division of the State, I agree that they should be exempt from the TIF tax. If you lave any questions about this, please let me know. i:',eng\brianr\0723pers.ja PAGE I JUL--19-1996 13•2J MILSTEAD & ASSOC INC P.01/02 A _& ASSOCIATES_ Inc tel. (503)6542336 CONSTRUCTION PROGRAM MANAGERS fax. (503)6542698 a 10121 S.E. SUNNYSIDE ROAD, Suite 335 i CLACKAMAS, OREGov 97015 Transmittal Form SENT VIA: ❑ mail ❑ messenger t/ fax ❑ Iwand carry FOR YOUR: into ❑ action ❑ review ❑ f TO: 7 i .. FROM: DATE: i ATTACHMENTS- REMARKS: i � •yam. - ,� yore mu copy to- mac, __. JUL-19-1996 17:27 MILSTEAD & ASSOC INC P.02i02 �Tr C rtl Fax N RECE11" t�-S -H-1 R G I U ff- -U-0 U N T Y AUG 1995 Inter-DepzRmea[ Cormpendence LAND UM b:i�....._._ Dateat 7/31/95 To �ohz: r. Rcss..b°_^gsr, n;-s:tor DepartMent of Land Use i Transportation Fro® a Dan R. OI. Chief Ass' County Counsel Subject = DEQ Leased Facility -- TIF obligation You have asked whether a facility leased by the State is exempt from TIF. Hy understanding is that a private party is constructing an emissions testing facility to DLQ specifications. It will he leased by DEQ, rather than ewned by the State. I have not seen the lease, but the DEQ has characterized it as a long-texza Commitment. WCC 3.17.040 B. a. exempts from TIF, 'Construction, remodeling, or expansion of federal or state facilities otherwise exempt tram taxation by counties." This language vas added to racognize an earlier opinion of this office that the County does nct ,have the power to tax the state unless the State consents. This shamed from the Banks-vernonia linear park, a facility actually owned by the States_ Due to time conntrain.ts, z have not revisited the research that led to the earlier conclusion, but believe that the same result applies. This facility is being built at the direction of the State. Any TIF will be paid by the State, not the private property owner. Thus, as a practical matte= , a contrary reading vouYd tax the State. The exemption is not on I its face limited to "State-owned" property. A similar situation arlsea ii the S,ate ;.eases pre-exist_n; s;.ace. ti remodel3 it, and effectuates a change of occupancy. To assess r TIF ,because the landlord is norlinally on the building persit, i.n f act imposes a tax on the State. Two .`.mportam caveats apply. NCC sec. 3 -17. 040 3. provides ;? that i,nmodelinq of structures is exempt from the tar, except "to the extent it generates additional average weekday trips . , N A good argument can be made that this exemption 3s limited to '-rips for vhich TIP vas paid. Zn ether words:, ACTfVE CASE: Grp Smry Edit Prcl Name Actn Cond Log-note Fee Doc Tag Misc Xit List related cases in project group # 8942 OaELECTRICAL PERM ITaaaaaa.aaaaaaaaaa aaaaaaaaaaaaaaaaaaadd aaaaaaaaaaaaaaaaad6AG ° :ELC96-0509 : PROJECT: E.R„ ,� �/ STATUS : I : UPD: 07/31/96 : :CJS : ° ° PERMITTEE : P.E.R. S . - �,C�1 PRIM. . :ELC96-0509 : ° � o ° SITE ADDRESS : 11308 S,J 68TH PKWY uaDESCRIPTION',OF PROJECT (1) aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa.aaaaaaaaaaaaaa� • Temporary installing two 200 amp services or Feeders and ° ° one to 400 amps . ° uaaaaaaaaaaaaaa.aaaaaaaaaaaaaaaa'aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaada� ° ***RESIDENTIAL UNIT**** *** EMP SRVC/FEEDERS**** * *** *MISCELLANEOUS***** ° ° 1000 SF OR LESS . . . . : 0 : 0 - 200 amp. . . . . . . : 2 : PUMP/IRRIGATION. . . . : 0 : ° ° EACH ADD' L 500SF. . . 0 : 201 400 amp. . . . . . . . 1 : SIGN/OUT LINE LTG. . . 0 : ° o LIMITED ENERGY. . . . : 0 : 401 600 amp. . . . . . . : 0 : SIGNAL/PANEL. . . . . . . : 0 : ° a ° MANF. HM/ FDR/SVC. : 0 : 601+amps-1000 volts . : 0 : MINOR LABEL (10) . . . : 0 : ° ° ****SERVICE/FEEDER*** ****]BRANCH CIRCUITS***** ***ADD' L INSPECTIONS*** ` ° 0 - 200 amp. . . . . : J : W/SERVICE OR FEEDER: 0 : PER INSPECTION. . . . . : 0 : ° 201 - 400 amp . . . . . : 0 : 1st W/O SRVC OR FDR. . : O : PER HOUR. . . . . . . . . . . : 0 : ° ° 401 - 600 amp . . . . . : 0 : EA ADD' L BRNCH CIRC: 0 : IN PLANT. . . . . . . . . . . : 0 : ° ° 601 - 1000 imp. . . . : 0 : NOTES (3) ----------- - - ---- - ---- ------ - - - -- --- - ---- ° ° 1000+ amp/volt . . . . . 0 : ° ° Reconnect only. . . . : 0 : ° aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaai 1l Y. 1 ~ / J J - ^ J / Y August 26, 1996 CITY OF TIGARD OREGON Carlson Testing P.O.Box 23814 Tigard,OR 97281 PERMIT NO: 96-0441 OWNER: P.E.R.S. PROJECT ADDRESS: 11410 SW 68th Parkway PROJECT DESCRIPTION: P.E.R.S. TYPES OF SPECIAL INSPECTION: Structural special inspections. Dear Mr. Leach The owner has notified us that he,she will retain your services to perform Special Inspections in accordance with the provisions of the State Building Code,permit documents,and special inspection requirements. The owner or the owner's agent must also confirm with you that they have authorized you to do the special inspection work. As the regulatory agency,the City requires that you do the following: 1. Submit copies of all inspection reports promptly to the Building Division, architect, engineer, and the contractor. 2. Maintain one copy of each field report at the job site. 3. Submit a final report at the completion of each category of work that you inspect. (See U.B.C.3318 for soils special inspection final report requirements). If you fail to comply with the above requirements,there may be cause for the City to revoke your authority as special inspector for this job. Should you have any questions,please call the Building Division at(503)639-4171. Sincerely, N Jim Funk Building Division Enclosure c� LD blsvnrtpl�tsvaMy dd U1 _J 13125 SW Hall Blvd., Tlgard, OR 97223 (503) 639-4171 TDD (503) 684-2772 Uregon PUBLIC EMPLOYES RETIREMENT August 29, 1996 SYSTEM David Scott a> S Building 0 ficial City of Tigard 13125 SW Hall Blvd. Tigard, OR 97223 Dear Mr. Scott: According to Tigard Municipal Code Chapter 3.16, Parks System Development Charge, the Public Emplo-cs Retirement System (PERS) must advise you of the number of people that will be occupying the building which is to be built at 11410 SW 68th Parkway in Tigard. -- PERS will have 165 empl,)yes in the building. There is a portion of the building which will not be occupied by PERS initially. PERS will lease this space which will accommodate 35 people. Total occupancy of the building will be 200 people. If you have any questions, please feel free to call the sit 229-5824. Sincerely. �4- David Bailey _ Deputy Director t Oregon Public Employes Retirement System John A.Kitzhaber i7 Govemnr J j i] l J Headquarters 200 SW Market Suite 700, Portland Mailing Address: PO Box 73 Portland,OR 97207-0073 (503) 229-6451 TTY (503) 229-5824 Voice ',U I C Ut t_1C'� ENGINEERING PERMIT DATE ISSUED: 08/01/96 By--- ------ - - PERMIT # . . . . . . . : ENG96-0042 PRIM. PERMIT # • : SDR96-0010 PARCEL: ]_S136DA-OU101 SITE ADDRESS . . . : 11410 SW 63TH PKWY ZONING:C-P SUBDIVISION. . . . : BLOCK. . . . . . . . . . . LOT. . . . . . . . . . . . . -- ---- --- -- - - - ---- - ------ - ----- --_---- ------------ - PERMIT TYPE . . : SOP PUBLIC IMPRV QUANT. (LIN FT) VALUE AGREEMENT DATE- / / GRAD/EROS -***- $ ASSURANCE EXPIRATION- - -- S'T'REET " $ PERFORMANCE: / / SAN SEW " $ MAINTENANCE: / / STM SEW $ PATHWAYS " $ ALL OTHER -***- $ TOTAL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ Remarks : STREET OPENING, TO INSTALL CONCRETE SIDEWALK (ALONG S .W. RAINES STREET FRONTAGE) , A WATER SERVICE (IN S .W. 68TH PARKWAY) AND STORM DRAINAGE FACILITIES (SOUTH OF AND ADJACENT TO RAINES STREET) . Permittee : --- ----- ------ FEES ------ ------ --- - DONALD M. DRAKE COMPANY type amount by elate recpt 1740 N.W. FLANDERS STREET OPEN $ 324 . 80 JMH 08/01/96 96-282414 PORTLAND OR 97209 Phone # : 226-3991 Engineer: VLMK CONSULTING ENGINEERS 3933 S .W. KELLY AVENUE $ 324 . 80 TOTAL PORTLAND OR 97201-4393 Phone # : 222-4553 ---- - -- REQUIRED INSPECTIONS ---_ _ _ ._ _ Permitte t Signature : - - -STORM SEWER- - ------STREET----- - t -- M.H. & C.B . CRB LINE & GRADE l PIPE LN & GRD SUBGRADE BCKFLL & CMPCT BASE ROCK AIR & TV TEST LEVEL COURSE City of Tigard, Oregon WEARING CJURSE 13125 S .W. Hall Blvd. ---SAN. SEWER- - - TRAFF & PED CONT P .O. Box 23397 M.H. & C.O. MONUMENTATION Tigard, Oregon 97223 PIPE LN & GRD STREETLIGHTING Phone # : 639-4171 BCKFLL & CMPCT WALK/APRON/RAMP AIR & TV TEST FOR INSPECTION, CONTACT: -- - -GRADING--- -- Letha Thomas #639-4171 (office) --REPR' S/AD,T, S-- CONTOURS 4780-2647 (mobile) DRAINAGE - - --PATHWAYS- --- EROSION CNTj' . CITY QEF TIGARD DEVELOPMENT SERVICES ELECTRICAL PERMIT 13125 SW Hall Blva., Tiqard,OR 97223 (503)639-4171 PERMIT #; ELC96-0564 DATE ISSUED: 10/21/96 PARCEL: 1SI36DA-00101 SITE ADDRESS. . . : 11410 SW 68TH PKWY SUBDIVISION. . . . : PERS SITE ZONING:C--P BLOCK. . . . . . . . . . . LOT. . . . . . . . . . . . . . F'roject Description : Installing 9 service or feeders to 200 amps, 8 to 400 amps, 6 to 600 amps, I over 1000 amps, and 411 branch circuits. ---RESIDENTIAL. UNIT----- ----.TEMP SRVC/FEEDERS---- ------MISCELLANEOUS------ 1.000 SF OR LESS. . . . : 0 0 200 amp. . . . . . . : 0 PUMP/IRRIGATION. . . . : 0 EACH ADDIL 300SF. . . : 0 201 400 amp. . . . . . . : 0 SIGN/OUT LINE LTG. . -. 0 LIMITED ENERGY. . . . . : 0 401 600 amp. . . . . . . : 0 SIGNAL/PANEL. . . . . . . .. in 11ANF. HM/ SVC/FDR. . : 0 601+amps-1000 volts. : 0 MINOR LABEL ( 10) . . . : 0 -----SERVICE/FEEDER--------- -----BRANCH CIRCUITS------ ----ADD' L INSPECTIONS–­ V1 200 amp. . . . . . : 9 W/SERVICE OR FEEDER:411 PER INSPECTION. . . . . : 0 -7:01 4,00 amp. . . . . . : 8 1st W/O SRVC OR FDR. : 0 PER HOUR. . . . . . . . . . . : 0 401 600 amp. . . . . . : b. EA ADDIL BRNCH CIRC: 0 IN PLANT. . . . . . . . . . . : 0 GO 1 1000 imp. . . . . : 0 REVIEW SECTION–_._____.________.._.. 1.000+ amp/volt. . . . . : 1 ) =4 RES UNITS. . . . . . . . : ) 600 VOLT NOMINAL— : `teconnect only. . . . . : izi SVC/FDR > = 225 AMPS— : CLASS AREA/SPFC OCC. : Flwvier: FEES ------------------ !--IERS type amoi.int Ny date reept 114) 0 SW 68TH AVE PRMT $ 4475. 00 SMH 10/21/96 96-285437 PLCK $ 1118. 75 JMH 10/21/96 96--285437 TIGARD OR 97223 5PCT $ 223. 75 JMH 10/21/96 96-285437 "'hone #-. :)ASr.'O ELECTRIL $ 5817. 50 'TOTAL 73YO SW DURHAM RD REQUIRED INSPECTIONS ------- PORTLAND OR 97?24 Ceiling Cover Elect' l Set-vice Phone #: 503-768-6884 Wall. Cover Elect' l Final Reg C . , 108174 This permit is issued subject to the regulations contained in the 09 Tigard Municipal Code, State of Ore. Specialty Codes and all other Permittee Signati-tre applicable laws. All work will be done in accordance with approved plans. This permit will expire if work is not started within 188 days of issuance, or if work is suspended for more than IN days. Ily,sired B T OWNER INSALLATTON un The installation is being made on property I own which is not intended for Sale, lease, or rent. OWNER' S SIGNATURE: DATE: INSTALLATION LLJ SIGNATURE OF SUPR. ELECIN: DATE: ILI TCENS17 NO: Call for inspection 839 4175 1-19-1995 0:50At:1 FROI 1 P. 1 14 Community Development ELECTRICAL PERMIT APPLICATION 13125 SW Hall Blvd. Tigard, OR 97223 Permit # Date Issued Phone (503) 639-4171 CITY 4F 11dARD FAX (503) 664-7297 TDD No. (503) 684-2772 Inspection (503) 639175 ). Job Address: 4. Complete Fee Schedule Below: Nar,te of Development Mies N.m+bw of Inspections per permil allowed Address 111410 SvJ (vS'"" 6t• Service included. Items Cost(ea) Sum City/State/Zip_T"'C1c%vd OR aa. Residential -per unit 1000 Sq R. or less SitO.ti Name (or name of business) Earn additimar Soo sq A or pw.on there« sz5.00 Commercial ❑ Residential ❑ limited F"Mr Faeh Mann.:Nrnns or Mwuuw D.-Won na or Feeder 3W.00 2 2a. Contractor installation only: 4b. Servlcas or Feeders InstaW.m.ancr~.or reidcttion Electrical Contractor 4SA4,co 1=Iec+yi c. 2ao ampa or tats �1 (60.0.1 -T 20,00 2 Address 7'&10 S" O,Avvlck- tom` 20+arras to suc amps -�_ SM.00 2 City POV4 IciNQ State of, Zip -I-nzq 40+arms 10 Goo arms — $120.00 -710.00 2 Phone No. (':Y") 111415 •Gleed Ov00 amps to tmo.mes &W. 2 Over,0amps or roes �_ iz60.W oo �`��C�� 2 Job N0. (coosgG _ _ Awco,nma,h SW'oo 2 contractors license NO. 3`f-rn' _ 6c. Temporary Servie*S or Feaders Contractor's Board Rag. No. 1 O 1`I insufutbn,arremon,or abrJ++,en Signature of Izupr. Eiz;'n Zoo amps or less Z 201 amps to AM wffVs tso.00 2 License No. 3211 Phone No. I -)Bore•8,400 60+am :to foo amp $75.00 2 Over 600 amps to Iwo you VOID 00 2b. For owner installations: see'o'above. 4d. Araneh Clrcuits Print Owner's Name New aeer„mn or everman per pane Address a)The fee for brwxn Baa ader Cl;y State Zip __ purt:nssaofsaMeeorfeedarha. Phone No, Eech fuarim ctud .411 $5.00 2 055 Co _ _ D)The fee for Or-KI+C+wCa a�Iv 2 The installation is being made on property I own which is pvrcf+eseoraefvIcoorfbtlarfra 2 not intended for sale. least± Or rent Fest Gane+crwe Moo Ear+sddhknal rrarirlr drat � u.t>0 - Owner's Signature, � _ 4e. Mlscallaneous (Serv+ae or feeder not included) 2 3. Plan Review section (if►-equ;-ed); read)promo or"stim ride s6o.00 2 eadr sign of MAIM."M" signer cirais(2)nr a weed ener" 2 Please eneck appropriate Item and ant rr fee in ser,ion SB. papa efternon(r&"ens*n seo•oo d or more residential units in one s!n•ctureMMr-orlatrals(10) 21ou.00 Service and feeder 225 amps or mo e I System over 600 voles nominal 4f. Each additJonal Irupecdon over Classified area or strucTure contai,iing sperlal occ aancy the allowable in any of the above �.— k nspoMon M5 00 as described in N.F.C.CChapter 5 Pwhour _ W.00 In Otant Woo Submlt 2 soft of plans with application where any of the above artily. Not required for temporary constructJon servlcss. 5. Fees: NOTICE Sa Enter total of above fees = 4yT5 00 5%Surcharge (05 X tots! fees) $ 223. -75 PERMITS BECOME VOID IF WORK OR CONSTRUCTION Subtotal S At.ITHORIIFD IS NOT COMMENCED WITHIN 10 DAYS. OR IF 5h. Enter 25% of tine A for CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR Plan Review d required (Se.-1) S IIz�•�9 A PERIOD OF 130 DAYS AT ANY TIME AFTER WORK IS Subtotal S COMMENCED ❑ Trust Amount M ( r5 � n w S / ` t ea!ance Due v .yah SITE WORK CITY OF TIGARD lit PERMIT #. . . .PERMIT. . . : SIT96-0028 COMMUNITY DEVELOPMENT DEPARTMENT DATE ISSUED: 08/02/96 13125 SW Hall Blvd.Tigard,Oregon 97223*8199 (503)839-4171 PARCEL: IS136DA-00101 3I TE ADDRESS. . . : 11410 SW 60TIA PKWY , UBDIVISICIN. . . . : ZONING: C-P 3 LALOCIi. . . . . . . . . . : LOT. . . . . . . . . . . . . ------------------------------------------------------ TYPE OF WORK: COM PAVING?. . . . a . . . . : Y REGO. NO. : EXCV VOLUME: 101975 cy GRADING?. . . . . . . . : Y VALUE. . . $: 878309 I-ILL VOLUME: '7721 cy LANDSCAPING?. . . . : Y ENG FILL?. . . . . . : Y SITE PREF'?. . . . . . : Y SOILS RPT REQD?.- Y STORM DRAINS?. . . : y IMPERV SURFACE: 82817 sf 1: emarks: Site & grading permit for a 60, 082 sqi-tare -root office bi.tilding. Owner: -------------------------------- FEES --------------- 1-"IUBLIC EMPLOYEES RETIREMENT type Amoi..tnt by date recpt DAVID BAILEY SWM $ 3137. 00 JSD 08/02/96 96--282437 1--',0 BOX 73 PRMT $ 2380. 50 JSD 08/02/96 96-282437 PORTLAND OR 97207 5PCT $ 119. 03 JSD 08/02/96 96-282437 Phone #.- 229-.5643 EROS $ 140. 00 JSD 08/02/96 96-282437 F--'RPC $ 45. 50 JSD 08/02/96 96-282437 (,'ontractor- $ 45. 50 JSD 08/02/96 96-282437 DONALD M DRAKE CO PILCK $ 1547. 33 FIN 05/22/96 96-279749 1740 NW FLANDERS ST 0ORTLAND OR 97209 --___._______.____.______._._________----- i 'hone #: 620--0868 $ 7414. 86 TOTAL ;deg #. . : 084045 ------- REQUIRED INSPECTIONS This permit is issued subject to the regulations contained in the Erosion Control I igard Municipal Code, State of ()re. Specialty Codes and all other Excavintion Insp applicable laws. All work will be done in accordance with Fill InSpelt ion approved plans. This pereit will expire if work is not started Grading Insp within 180 days of issuance, or if stark is suspended for more Strm Drain Insp than 180 days. Sprinkler sLtpply Fire system test X Reinforced concr Engineered gradi Permittee Signati-tre" Final Inspection t_t e d Leo Call for inspection 639-4115 � ( � ' ' �I Tom./.�.�o�.►� Commercial Building Permit Application_._-__ 'City of Tigard 13125 SW Hall Blvd. Tigard, OR 97223 (503) 639-4171 w, Jobsite Address: AR k-wAY Office Use Only TenantOXE6 I Py MLI C. Suite �n�y�c>y� 4 R .T>e�mf✓►`Sys7�r�t� g71c Planck/Rec # 5 91 C ;Z--r 7`/ Valuation: 00 Permit # Owner: ,:�12 4 FLi ��5 t-14 M 2LLPZEE f"I �T y)fa'1p �_ �_ Ma & TL # � 3(v � (L Address: /7 1212 "V' W. AlAftkFT- 4T Approvals Required S U 1'-TS 70 0 P,P-F5 c X —]3 --� �-r�R5 �+F4�J� 3 Planning - -- Phone: i7l04?2 Engineering DAVIT) PJA,LF_Yt DF-PuT f Other Contractor: 1�a_yALL� _r� A_l NY Address: Q LA k J T)L �E-T Type of const: �� Lne: Occupancy class: $ A -�j A-r PLo.-Rp 1 D � �'L1(.i ���! "- Rwt,.i 0AJ1.y Sprinklered7 es No Contractor's License # 4 o Ar, (attach copy occurrent Oregon license) Sq ft. of project: 2 U sn . Contact name & phone: La �atl.-r Ni prLy)4.r a. Story (1st, 2nd, etc.) Proposed use: b.FJ=lGE_ (tip A MILSTEAU & '� . M&` , ASSOCIATES, Inc. Previous use: CONSTRUCTION PROGRAM MANAGERS d ree Town Center Note: Plumbing & mechanical plans 0121 S E Sunnyside Road must be submitted at time of bulte 335 building permit applicatiin. ackamas. Oregon 97015 TIMOTHY WM.DEEKS 5031854.2336 ``}Af1 r, �T V-Y nf=F7v IR ?-AdIL01A_L/1 0AA A .4 xv P t• jl Prniect Manager FAX 5031854.2898 7P I e ,/-1 L , t'f7= i�per,. LAPJQ!Q5! —,- o,ns. _ Er, e0A-1 "#'t'vL'7�' /,k/QJF xEo / os�7- *Q A, icarit Signature Phoneurr,ier AL nJ�° Received by* Date Received: ✓,1t� _'�.����- ((It L( VVfA_,_ 0� Permit 0 Account Descriptlor; Amount Amt. Pd. Bal. Due j (�+bU . Bldg. Permit (BUILD) V, Plumb. Permit (PLUMB) Mech. Permit (MECH) State Tax (TAX) / ! Bldg: v Plumb: 878/ Oa�t- -7� ow Mech.- Plan ech:Plan Check (PLANCK) Bldg: Plumb: Mech: Sewer Connection (SWUSA) Sewer Inspection (SWINSP) Parks Dev Charge (PKSDC) Residential TIF (TIF-R) Mass Transit TIF (TIF-MT) _ Commercial TIF (TIF-C) Industrial TIF (TIF-1) Institutional TIF (TIF-IS) Office TIF (TIF-0) V_ Water Quality (WQUAL) Water Quantity (WQUANT) Fire Life Safety (FLS) Erosion Cntrl Permit (ERPRMT) Erosion Planck/USA (ERPLAN) Erosion Planck/COT (EROSN) / r- TOTALS: 7 ' g� �' S '7. PEElul i T CITY OF TIGARD DATE IISSUED: . . . '"SUED: . . ; MECr COMMUNITY DEVELOPMENT DEPARTMENT 13125 SW Hall Blvd.Tigard,Oregon 97223.81g9 (503)639-4171 ,} PARCEL. 10,t"736DA121121101 _'W 3UPDIVISION. . . . : ZONING: C_-.p, 'LO('R. , . . . . . . . . . LOT. . . . . . . . . . . . . . I_.n S w F WORK. . -NEW FLOOR TURN. . . . : 0 EVAP COOLERS: 0 'YPE OF UCC. . . . :CUM UNIT HEATERS. . : 0 VEP'T FANS. . . : 0 'rCCUAAINCY CRIB. . :D VENTS W/O rPr-'L_: +2N VICNT SYSTEM.-,: 0 TORIES. . . . . . . . . DOILERS/COMPRCcaORS HOODO. . . . . . . . 0 !.1C1_ TYPE.S__..__..__.,_._....__-._----- 0-•3 HP. . . . : 2 DOMES. INCTN. 0 /CAS/ / / 5-15 1IP. . . . : 0 COMML. INCIN: Il `'IAX INPUT: 0 ITU 15 2,1Z IIr. . . . : 1 REPAIR UNITS: 0 ' I RE DAMPERS?. . : Y 30 s0 HP. . . . : 0 WOODSTOVES. . ; 0 -aAS PRESSURE. . . : N 50i. HP. . . . : 0 CLO Df:YL Pr). . . 0 '0. OF UNITr.. __ AIR 1•IANDLING' UNITS OTHER UNITS. :27 -URN ( 1.001', BTU.20 (= 10000 r_fm ;;I Cane OUTLETr. : 1 URN =100K E{TU: i 10000 cfm : 0 'car+.-ar^ksc Ttit-oe stC+-y, r•+2+, "'0 sq. ft . ofFice bl.+ilciing FEES ..____....._.___._..__.._. UI!LIC EMPL OYC'E S' RE.TI REMENT type amo,..:nt by date r-ec:pt DAVID BAILEY PRMT $ 573. + 0 JMI-I 10/01/96 96--28457�r S Box 7 1 -;' 1. 1.4.3. JM11 10/4''+1 /1)& ret, ..L 1-3/1557; JRTLAND OR 1 r/.* S 07 PCT f 28. 65 JMH 10/01/9E, 96­2841579 3 n t r"Ac t o r": "-f_MP--CO!\1TROL MECHANICAL 300 N 2I-10NNEL AVE QTL AND OR 97,211 t6. '35-7351 744. 90 TOTAL, g if. tr _._....__-. RFOUIRED INSPECTIONS -his permit is issued subject to the regulations contained in the Bias Line Insp _-igarl Municipal Cade, State of Ore. Specialty Codes and all other Hec-flarnical Insp pplicable laws. All work will be done in accordance with 11cot i ng Unt: Ine.I pproved plans. "his permit will expire if work ,s net started Cooling Unt I n s p 'thin 188 days of issuance, it if work is suspended for tore Shn-Ft Inspection 181 days. r i r••e Damper- I rr s(=' r'11••e rlar-m Irl aI F..nal Inspecti:?r• _..._.... Call for, inspection 63?--417` ot�t i ash .�!/� •'� _ (� --'j h City of Tigard MECHANICAL PERMIT Planck/Rec. # 13125 SW Hall Blvd APPLICATION - Permit # Tigard, OR 97223 639-4171 ?'krl- (5J%'1j) � 0escnption— "'"{��. Table 3A Mechanical Code QTY PRICE AMT Job �l '(('� � t�W Ai 1) Permit Fee -0- -0- 10.00 Address �.• .. p — ��� '' ! 2) Supplemental Permit 300 P-1110 -t il? N ,. I) Incl. ducts G vents ' 5.00 Po 11 AA�� Furnace (,`�i f3T� � Owner 2tnr �a0 ��l -l��� "I'" 2) incl. ducts 3 vents 7 50 c .. a Floor Furnance 3) incl vent 6.00 Suspended eater, wa heater �L) 4) or floor mounted heater 600 '""tl •'• ---- en-, not incl. in Occupant 5) appliance permit 300 Repair of heating, rerng 6) cooling, absorption unit 6 00 Boiler or comp, heat pump, air Gond —` -eVKP CCL O I 7) to 3 HP, absorp unit to 100K BTU i 6 0011 y Boiler or comp, eat pump, air Gond Vl Q f�t�r 13) 3-15 HP; absorp unit to 500K BTU 11 00 l:OnfraCtOr ur, w ,o1 er or comp, heat pump, air cond. -r- 9) 15.30 HP, absorp unit 5 1 mil BTU 15010 I ', au ep.InY"n a. My M. n -- ''" Boiler or romp, heat pump, air cond. " I (,3pl; -z K5 ( 10) 30-50 HP; absorp In,i 1.1 75 and BTU 22.50 hereby ac now a ge that I have read this application, that the — oi T Ter oomp, hat pump, air cond. information given is correct, that I am the owner or authorized 11) > 50 HP: absorp unit 1 75 mil BTU 3750 agent of the owner, that plans submitted are in compliance with r handling snit to State laws, that I am registered with the Construction Contractor> 12) 10.000 AFM 4,1,0 Board, that the number aiven is correct. (If exempt from Stale Air handling unit registration, please give reason below) 13) 10,000 CTM + 7 50 on portab e 14) evaporate cooler 4 50 Vent fan connected 15) to a single duct 300 Ventilation system not 16) included in appliance permit 4.50 .QltalYla I'M+n w ayenll ..,. Hood served by 1 1 mechanical exhaust 4 50 Describe work new addition al eration Commercidl or industrial to be done residential Q non-residential 'Si type incinerator -000 Existing use of Other i e, woo stove vlater budding or property /, L.�,,l., 19) heater, solar clothes dryers etc 450 2 D Proposed use of y,,, 20) Gas piping one to four outlet j 2 00 building or property O{" L� {y✓l�'(-tGlt Type of fuel •oil Q natural gas O LPG Q electric Q 211 fvtcre than 4-per outlet (each) 2 C0 N01IC. Minimum Fee S25 00 SUBTOTAL j 7 PERMITS BECOME VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR 5% SURCHARGE 6� IF CONSTRUCTION OR WORK IS SUSPENDED OR ly ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME PLAN REVIEW 25°, OF SUBTOTAL AFTER +%CRK IS COMMENCED TOTAL t f ,oecial Ccndibons Date issued by 4%CG1MDSTVFAr-HPMT PLUMPING PC:RPl.IT RERM�T #. . . . . . . . P L M 1)6 02,22, CITY OF T IGARD DATEA' ISSUED: 10/01/96 'COMMUNITY DEVELOPMENT DEPARTMENT 13125 SIN Hall Blvd.Tigard,Oregon 97223*8199 (503)839.4171 r,A R ILI 1 PDDRESS. : 114 10 ,5)14 C-8 T1 ZONING: C--P "BDI V I S1 ON. . . . : OCK. . . . . . . . . . .. 1_0 .. . . . . . . . . . . . . . . OF W07K. , ;NCW OnRUAGE DIOPOGALS. : 1 MOr�TLE HOME 7PACE' 'FIE OF USC,- COM WASHING MPCH. . . . . . 3 121 BACKFLOW PIREVNTRS. . TRAPS. . . . 121 .CLIPPNCY GRP. . .D rLOOR DRAINO. . . . . . : CATCH BASINS. . . 0 OR I r q. . . . . . . . .. 0 WATER HEATERS. . . . . : 3F RAIN DRAIN`). . . . . .. 0 X TU RCS- - LAUNDRY TRAYS. . . . . : 0 URIt\h')1_S. . . . . . . . . . . 61 GREASE TRAPS. . . . . . . . 0 nl"G R I E'. OTI!r- Z I B/C11HOWERS. . . . . 4. SEWER LINE (ft ) . . . 100 :1TEP ULngETS. . - 18 WilTEP LINE (ft ) - - 1.01;1 [SHWASHERE. . . . 31 0 RAIN DRAIN (ft ) . - , : 300 60, 2'2121 Sq. -Ft. of Fice bUilL1in(] FEES EMPLOYEE74 RETIREMENT t y 1:)E' nmol-tnt by date I-e(:Pt ID BAILEY PRMT '72141 0111 JMH 10/01/96 9 6 28-'157 C BOX 73 j PLCII I I T. "MI J r2i I/1 S 062311578 �rrrLAND OR 0707 5,P C T t 36. 70 JMH jo/01/06 96204`-77'' MECHANICAL. 10 N CHANNEL `:)RTLAND OR 97217 17iotie #: ""35­013751 t 0n4. .!-!10 TOTAL ('U it. . , 0 0 4 9 44 REOUIREI? IN'SPECTIONS "'-is permit is issued subject to the regulations ccntained it the Sewer­ Tr)spection �gard Municipal Code, State of Ore. Specialty Codes and all other W.Ater, Litie I n s p plicable laws, All w0 will be done in accordance with Tuts--c,._kt lricf) --,proved plans. This pal-Bit will expire if work is not sta-ted E11toy,m ni,.Ain Iris[) thin 180 days of issuance, or if work is suspended for sere Rain Di-Exin ItIsP ,',an 1H days. Mi ,-;c. Inspe�c-..ticln at l.k Call for iricpection 639 41 '77, City of Tigard P'_UMBING PERMIT AIKICATION Planck/Rec. # 13125 SSV Hall Blvd. Permit # -022)3 I) Tigard, OR 9T'�23 (503) 639-4171 ,AiNiMuM $25.00 PERMIT FEE + ST. SURCHARGE Nam..r D.vMnpm.m - - New Singie Family Residences Only a-Alj�i a Fns kPi f:s1`ij(7 �r G>1 nae... 0 1 BATH HOUSE$140.00 0 2 BATH HOUSE$195.00 Job n .�.1� t')P,-n{ � 't-(/ a 3 BATH HOUSE$225.00 Address cny(bne - vv Fee includes all plumbing fixtures in the dwelling and the first 100 feet Ie„ ` i( /1 of water service, sanitary sewer and storm sewer. See fees below. Name(.,mama of BU.Wlaaa) FIXTUP.ES CITY PRICE AMT Sink 9.00 M.-an°Aaeaaa Ph°m. Lavatory ' " 9.00 Owner �fwTub or Tub/Shower Comb. 9.00 cayrsu(. Lo Shower Only 9.00 Water Closet 9.00 Nam.1«name.I"in...I Dishwasher 9.00 .--f 1 . (Ill))�. 1 �71 Garbage Disposal 9.00 Occupant M.inp Ad&... -- Pham. Washing Machine 9.00 Floor Drain 179.00 �? cWvis,.,• Water Heater -- _ --- -- 9.00 - Laundry Room Tray -� -_ ( 9.00 Nem. Urinal 9.00 _ y r ` Other Fixtures (Specify) 9.00 M..,,°nee... ----- •----- ---- -r�,... //i•/.l, Cc#f) G- 9.00 ' `7 Contractor t 9.00 C cmvsu,. -..- ---„ C u I' 9.00 Sewer 1st 100' 30.00 -3 Z� Stae R.°bm.D.Nm i•'NI Sewer-ea. Addlt. 100' 25.00 Water Service 1st 100' 30.00 [� 1 hereby acknowledge that I have read this application, '.hat the Water Service ea. Addit. Z00' 25.00 information given is correct, that I am the owner or authorized agent of -----� the owner, that plans submitted are in compliance with State laws, that Storm &Rain Drain 1st 100' 30.00 I am registered with the Construction Contractor's Board, that the Storm &Rain Drain Addit, 100' 7 2:3.00 ( � iiumber given is correct. (If exemot from State registration, please give reason below.) Mobile Home Space 2500 Bar L, Flow Prevention J t t e r jam! Device or Anti-Pollution Device / 9.00 �> ,...,,.,«.w.,,n a^ Any Trap or Waste Not ` Connected to a Fixture 9.00 Describe work new vJ addition O alteration U repair t) C'a IIsin S",;,7p w» 9.00 < <� O--L2-- to be done resi lential v non-rosidential C-) Inap. of Exist. Plumbing 40.04/hr Specially Requested Inspections 40.01'/hr Existing use of I��,� � ' , Rain Drain, single famJy dwelling 30.00 building or prope ty _ -- Residential backflow prevention devices 1500 2 Proposed use of 5 ,. _3 2 N building or property '(_� xcept residential bar.h ow > revention devices) J NOTICE wo,imum � Fee $23.00 SUBTOTAL /I _ li c� PERMITS BECOME VOID IF WORE.OR CONSTRUCTION LLI AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF 5°/.SURCHARGE CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS 71 e_D COMMENCED PLAN REVIEW 25% OF SUBTOTAL l- TOTAL 5�1 Special Conditions - 1, Date issued __by SEWER C'0NN1-=CjN P E Rlyl I T PER . . . . . . CI1Y CSF Y I GARD DATEMIT IS�',# . UED: 1711)/23/96 COMMUNITY DEVELOPMENT DEPARTMENT PARCEL: IS136DA-00101 13125 SW Hall Blvd. Tigard, on 97223-8199J503)839.4171 SITZ 4TD RE ' J. In11. ., , SUBDIVISION. . . . . ZONING. BLOCK. . . . . . . . . . . LOT. . . . . ., . . . . . . . . TENANT NAME. . . . . tPERS OFFICE USA NO. . . . . . . . . . : FIXTURE UNITS. . . : 2,'-j5 C-ASS OF WORK. . . :NEW DWELLING UNITS- - 14 TYPE OF USE. . . . . :COM NO. OF BUILDINGS: 0 IN7,TALL TYPE. . . . :BLJSWP. IMPERY SURFACE: f Remar,ks : T' r-ee story, 60, 220 sq. ft. office b�-t i I d i ng OWT,et-- FEES PUBLIC EMPLOYEES RETIREMENT type amr�.Int by date V-ecpt DAVID P-AI!-r.Y PRMT $ 30800. 00 B 09/25/96 96-284382 PO BOX 73 INSP $ 4`E. 00 D 09/25/96 96--284382 PORTLAND OR 'j7207 Phone #. Conti--actor-: CONTRACTOR NOT ON I- ILE PI-)one #: 30845. 1210 TOTAL Reg REQUIRED INSPECTIONS This Applicant agrees tc coeply with all the ;-ales and regulatio-is Bawer, Insipectiori of the Unified Sewage Agency. The persit expires 180 days frog the date issued. The total amount paid will be ft-feited if the pervit tdpirps. The Agency does not guarantee th, accuracy of the side sewer laterals. If the sewer is not located at the seasurement given, the installer shall prospect 3 feet in all directions frog the distanct given. If rct so located, the installer shall purchase T a "Tap and Side Sewer" Perait and the Age will install a lateral, r m i t t(a e J i natl-tv-e : 44 I .ted By Call for- i Ti t>pe,-t ion 63t)-417F, Commercial Building Permit Application City of Tigard 13125 SW Hall Blvd. Tigard, OR 97223 (503) 639-4171 I / Jobsite A'dddims: Tenant: C C��> `�� Suits# —�----- Office Use Only Valuation: Plai.ck/Rec # Permit# Owner: Map & TL# Address: Approvals Required Planning Phone: Engineering Other , _ Contractor: - Address: Type of const: Phone: Occupancy class: _ contractor's License ------ Sprinklered? Yes No # _ (attach copy of current Oregon license) Sq. ft. of project: Contact name & phone: _ Story (1st, 2nd, etc.) Architect/Engineer: use: Previous — Previous use: Address: — Note: Plumbing & mechanical plans ---- must be submitted at time of Phone: building permit application. JOB DESCRIPTION: LD — -- — — - 117 -- J Applicant Signature & Phone number Received by: _ Date Received: Permit# Account Description Amount Amt. Pd. Bal. Due Bldg. Permit (BUILD) _ Plumb. Permit (PLUMB) _ Mech. Permit (MECH) State Tax (TAX) _ Bldg: Plumb: Rech: Plan Check (PLANCK) Bldg: Plumb: Meth: 70 -O�Y()3 Sewer Connection (SWUSA) ,(too _ Sewer Inspection (SWINSP) Parks Dev Charge (PKSDC) Residential TIF (TIF-R) Mass Transit TIF (TIF-MT) Commercial TIF (TIF-C) Industrial TIF (TIF-I) _ Institutional nF (TIF-IS) Office TIF (TIF-O) _ Water Quality (WQUAL) a Water Quantity (WQUANT) a Fire Life Safety (FLS) Y Erosion Cntrl Permit (ERPRMT) J r Erosion Planck!IIFA (ERPLAN) L1 J Erosion Planck/COT (E-ROSN) TOTALS: Tenant,Name: Accumulative Sewer Tally _ Address: ' 1-j\1) `�� --' This SWR :- -�-L -�� '"�� _ This PLM#: Fixture Value Previous Previous Credits Capped Fixtures Fixtures New total New # Value Capped off value added# added #s total Count off#s count value values Baptistry/Font 4 Bath-Tub/Shower ^4 Jacuzzi/Whirlpool 4 Car Wash- Each Stall 6 - Drive Through 16 Cos idor/Water Aspirator 1 Dishwasher-Commercial 4 Domestic 2 Drinking Fountain 1 Eve Wash 1 Floor Drain/sink-21nch 2 `2 3 inch 5 4 inch 6 Car Wash Drn 6 Garbage Disposal 16 Domestic to 3/4 HP Commercial to 5 HP 32 _ Industrial over 5 HP 48 Ice Machi e/Refrfgera±or Drains 1 Oil Se (Gas Station) 6 Rec. Vehicle Dump Station 16 _ Shower-Gan Per Head) 1 _ - Stall 2 -- Sink- Bar/Lavatory 2 Bradley 5 _ Commercial 3 1 G; I c Service 3 SwimjE Pool Filter _ 1 Washer-Clothes _ _ 6 Water Extractor _ 6 Water Closet- Toilet 61----- _ /` I Urinal _ 6 a , f- I 'TOTALS zv Total fixture values: divideu by 16= L.I D(L EDU ' I 'DU'S 41-v w HISTORY LO PLM# _ EDU# SWR# PLM# EDU# SWR# PLM# EDU# SWR# PLM# EDIJ# SWR# PLM# EDU# SWF;# _ PLM# EDU# _SWR# PLM# EDU# SWR# PL-M# EDU# SWR# . .� i'.d�L.annrl�swrtaly ilnr r- - September 25, 1996 P u S LI C EM PL (-) YES RETIRUM ENT SYSTEM City of Tiga -d Bonnie Mulhearn Development Services Technician 13125 SW Hall Boulevard Tigard, Oregon 97223-8144 Dear Ms. Mulhearn: Enclosed is a check for $30,845.00 as payment for the Sewer Systems Development Fee for the new PERS building at 11410 SW 68th Parkway in Tigard. If there are any problems regarding this or you have any questions, please call me at 229-5643. Sincerely, David Bailey, Deputy Director M � Jahn A.Kitzhnbcr to Governor :r f— c� w J I It adquarters 200 SW Market Suite 700, Portland Mailing Address: PO Sox 73 Portland,OR 97207-0073 (503)229-6451 TTY (503)229-5824 Voice: CITY OF TIGARD ELECTRICAL PERMIT - REaTRItE'ff=D F.:NF_Rt.1Y COMMUNITY DEVELOPMENT DEPARTMENT E-,ERMIT #: ELR96--0,290 13125 SW Hall Blvd.Tigard,Oregon 97223.8190 (503)639-4171 DATE ISSUED: 09/`"4/9a H'G IRC:E:L. : 2F)J O I RE{--01 SITE ADDRESS. . .. : 11.410 SW 68TH F='K1�lY CROW PARK 217 ZONING:C--G . . . . . . . . . : LOT. . . . . : 1 iect Description : DATA TELE COMUI\!1 LAT, IONS—LAN--I SYSTEM +IERCIAL. BUILDIN --------------------------------------------------------------------------------- 1. AUDIO & aT'EREO. . . 3 AUDIO & STEREO— ! INTERCOM & PAGING. . : GUR(3LAP ALARM. . . . : 1]OII._ER. . . . . . . . . . . LANDSCAPE/IRRIGAT. . GARAGE_ OPENER. . . . . CLOCK. . . . . . . . . . . . MEDICAL.. . . . . . . . . . , . .. HVAC. . . . . . . . . . . . . : DA fA/TE_LE COMM. - ; X NURSE CALLS. . . . . . . . : VACUUM SYSTEM. . . . : FIRE ALARM. . . . . . : OUTDOOR LANDSC LITE: OTHER. : : HVAC.'. . . . . . . . . . . . : PRO-iCC:TIVE SIGNAL. . INS-f E2UMEN TAT I ON. : OTHER. . : . TOTAL # OF SYSTEMS. ner•: -------------------------------------------------- FEES FEE, _..__...__....__._._.__....._ ...__. KE OPFICE" type amaotnt by date recpt !.590 SW GARDEN PLACE. PRMT 1 40. 00 .JMH 09/24/96 9&-•. 5433",,' 5PCT s 2. 00 ,JMH Ir9/.::4/ 16 96-264337 �"17JRD OR 972.2'3 in 1#: r`.:CO ELECTRIC h 42. 00 TOrAI_ 1 SW DUFHAM RD REQUIRED INSPECTIONS -----•._--.-- mILAND OR 97;24. Ceiling Cover Ulect ' l 1=in:-r.:l lone #: Wal I f nVer __.. . 108171P is permit is issued subject to the regulations contained in the yard Municipal Code, State of Ore. Specialty Codes and all other u. licable laws. All work will he done in accordance with _roved plans. This permit will expire if work is not started 11r 180 day of issuance, or if work is suspended for sore , Ar 180 days. 1 _ __._ .__.._.._.... ._.._._...._.._..._....___._._._.._....._.C'JWhILI� INSTAL.LAT [ le installation is being made on propertu I awn which is not intended for 'Ie' lease, or rent . 'NE:R' S SIGNATURE: _ . .. DATE::: ._-CONTRACTOR INSTALLATION R CWNA PURE OF SUPR. E.l_FC;' N s _..... _._ _...___ DATE: J Call Coy^ inspection - 639-•4175 J �!0(3B -0 1 Ctpvu.p 2-(!c1 Community Development RESTRICTED ENERGY ELECTRICAL APPLICATION 13125 SW Hall Blvd. --D� Tigard,OR 97223 PERMIT# �Lgti�lU '�V��CJ Phone(503)639-4171 FAX(503)684-7297 DATE ISSUED V I I f TDD No. (503)684-2772 / /� CITY OF TIOARD Inspection (503)639-4175 ISSUED BY _u� j&,4,6�i/n_& PLEASE COMPLETE ALL SECTIONS 1. LOCATION OF INSTALLATION (C)(_iD SM f T-F►5 S iizl QaM)• TYPE OF WOP.K 1159c) 6(J 6 A R DQ-tJ P(.-� AddressRESIDENTIAL—Restricted Energy Fee. . . . . . . . . 140.(M T1 ►"n iQ tI, tR 172-7, (FOR ALL SYSTEMS) City State Zip Chmk Igoe of Work Involved: PERMITS ARE NON-TRANS1 ERABLE AND NON-REFUNDABLE A14D EXPIRE IF WORK ❑ Audio and Stereo Systems IS NOT STARTED WITHIN 18G DAYS OF ISSUANCE OR IF WORK IS SUSPENDED FOR 1B DAYS. ❑ Burglar Alarm 2. CONTRACTOR APPLICATION ❑ Garage Door OF,ener* ❑ Heating,Ventilation and Air Conditioning System* Contractomr . C) 10rt t p�y�tt Type � (`�`�__ ❑ Vacuum Systems* Address I 37 U W W� . ❑ Other— — Wk"t I O 7�3- Date �f' ��o COMMERCIAL—Fee for each system . . . . . . . . . $40.00 (SEE OAR 918-260-260) Property Owner -� ��r — Check TXae of Work Invol,ju ; Contractor's Board Reg. No. t�0 �� ❑ Audio and Stereo Systems �[}�� El Boiler Controls Phone# t0 0—�'C=—�-�c� 'tom( ❑ Clock Systems 3. OWNER APPLICATION �( Data Telecommunication Installations ❑ Fire Alarm installation ❑ HVAC Print Owner's Name Phone No ❑ Instrumentation Address ❑ Intercom and Paging Systems ❑ Landscape Irrigation Control* City State Zip r❑� Medical This permit Is issued under OAR 918.320170.This applicant agrees to make only L.J Nurse Calls restricted energy Installations(100 volt amps or less)under thi.Permit and to(to the ❑ Outdoor Landscape Lighting* following: ❑ 1. Only use electrical licensed persons to do installations where required.(Certain 'rotective Signaling residential and other transactions are exempt from licensing.These have ❑ Other asterisks(•).All others need licensing). 2. (all for an inspection when all of the installations under this permit are ready !or inspection at 503-639.4175 ❑ Number of Systems 3. Purchase separate permits for all instillations that are not ready for insp.ction when the inspector Is out to Inspect under this permit. •No licenses are required. Licenses are required for all other Installations. 4. Assume responsibility for assuring that all corrections required by the Inspector are done,and - 5. Assume responsibility for calling for a final insper.tinn when all of the S. FEFS corrections are completed. the persrn signing for this permit must be the applicant .,r a person a. Enter Fees $ authorized to hind the applicant. � � h. 5% Surcharge(.05 total above) $ Signature `�' TOTAL $ Authority if other than applicant ENERGAP ELECTRICAL PERMIT OT� Y OF TIGARD PERMIT #: ELC96-051219 DATE ISSUED: 0'7/31/96 COMMUNITY DEVELOPMENT DEPARTMENT 13125 SW Hall Blvd.Tigard,Ore on 97223*8199 (503)639-4171 g- PARCEL: IS136DA-VIO100 -V SITE ADDRESS. . . :r—k- 681-H I-KW'y ZONING:C--P SUBDIVISION. . . . : BLOCK. . . . . . . . . . : 1-01.. . . . . . . . . . . . . ­00 amp service- or feedey-s and Project Descr-iption . T'emporar'y installing -two one to 400 amps. _-RESIDENTIAL UNIT------- u __TEMP SRVC/FEEDERS------- C_ PUMP/IRRIGATION. . . . 0 l000 SF7 OR LESS. . . . : 0 0 - ­00 amp. . . . . . . :: 2 0 EACH 4iDDIL 500SF. . . : 0 '101 -- 400 amp. . . . . . . : 1 SIGN/OUT LINE LTG. . LIMITED ENERGY. . . . . : 0 'vol - 600 amp. . . . . . . : 0 SIGNAL/PANEL.......: 0 MANF. HM/ SVC/FDR. . : 0 601+amps-1000 volts. : 0 MINOR LABEL ( 10) . . . : 0 --.-----SERV ICE/FEEDER------ ----.BRANCH CIRCUITS—---- ----ADD' L INSPECTIONS——- 0 - 200 amp. . . . . . : 0 W/SERVICE OR FEEDER: 0 PER INSPECTION. . . . . : 0 201 - 400 amo. . . . . . : 0 1st W/O SRVC OR FDR. : 0 PER HOUR. . . . . . . . : 0 401 600 amp. . . . . . : 0 EA ADDIL BRNCH CIRC: 0 IN PLPNT. . . . . . . . . . It" 601 1000 amp. . . . . : 0 -------PLAN REVIEW SECTION------------- 1000+ amp/volt. . . . . : 0 ) =4 FRES UNITS. . . . . . . . : > 600 VOLT NOMINAL. . : Reconnect only. . . . . . 0 SVC/FDR > 225 AMPS. . : CLASS AREA/SPEC OCC. : FEES E . R. S. type --A in o i-t n t by date t,ecpt 11..:, 18 SW 68TH PKWY PRINT $ 175. 00 CJS 07/1s1/96 96-28237b 5PCT $ 8. 75 CJS 07/31/96 96-282376 TIGARD OR 97223 Phone #: Cont r-act or: - _.____.___._____._._ ._____________._. ____ OMNI V- OMNI ELECTRIC (.ONTr?(-)CTORS INC $ IB3. 75 TOTAL po BOX 1788 REQUIRED INSPECTIONS LAKE OGWE(3O OR 97035 Wa 11. Cover Elect' l Final PI70TIe 0 : 503-635-4306 Elect' I Set-vice Req #. . : 41769 This permit is issued subject to the regelatiors contained in the Tigard Municipal Code, State of Ore. Specialty Codes and all other t-Jev-n. itlee Signat l.tt'e applicable laws. All work will be done in accordance with I app,Dyedplans. This permit will expire if work is not !tarted 5J" kiitnin 180 days of issuance, or if work is suspended for more than 188 days. IssLied By INSTALLATION ONLY-- ----- r[ie installation is being made on Pt-OPev-tY I own whicti -is not intended foir- t-,ale, lease, ul- r'ent. DATE: )WNERIS SIGNAT UHE: CONTRACTOR INSTALLATION ONLY--------------_-__-_-._--_--__._... I TTE Df c I 3116NAJURE OF SUPR. ELECIN- NO: Call for inspection - 639-4175 .,l FROM OMNI ELECTRIC PHONE NO. ' 503 635 1391 Jul. 31 1996 11:59AM P1 Community Development ELECTRICAL PERMIT APPLICATION 13125 SW Hall Blvd. Tigard, OR 97223 Planck/Rec. # �7C 3IQ Permit # _ _ FLC96-05C'9 Phone (503) 639-4171 Date Issued ' CITY OF TIGORD FAX (503) 684-7297 Issued by c Na L� TDD No. (503) 684-2772 Inspection (503) 639-4175 1. Job Address: JOB NO. 71(r � 4. Complete Fee Schedule Below: Name of Development ��5 . Number of inspections per permit allowed Address 1 SW OR�N f"M41.,1 Service included: Items Cosl(tae) Sum City/State/Zip-_.� f 4a. Residential-per unit d 1000 sq it or IeG. =110 00 Name kor name of business) Pn S Each addrnonal 500 sq.11 er t c�`` pnrtien lhereol C.60a I Commarclal Residential❑ Urnitad Enarw --- $2500 Each Alanul'd Homa or Modrder 2 Dwelling Sow,oe or Feeder sm 00 2a. Contractor installation only: db,services or Feeders Imetalletion alteration,or retecaation Z Hpctrieal ontractor_ ,hint E(-K l... �re ?130 nmp%or lees s�o,00 z Address1 _(�1 8 201 arn�to aoa on ot, SAO 00 401 nmP.In 600 amps $12000 2 City j340 Z. zip-y74 W1 amrwtolnon amr+ ttAnno u 2 Phone `�` � Aver 1000 amps d volts __ $040 90 No. Z Contractor's License No. 2(Q�5 - Aecennadonly Sib r Contractor's Board Reg. N _ 4c. Temporary services or Feeders Irr,103tlen.aherehnn,or reIxalron }� Signature of Su r. E12C'n 200 amps or lass z- 550 00 _1P ()o CID 2 - 201 nmpe to 400 amps $7500 License No.1 Phon . o, 401 amPe 1n 60o acorn $100 on _ ear trap ampsIn tom vnh6 2b. For owner installations: `�.b•ative 4 4d. Branch Circuits / Print Owner's Nrame_ Nm.,alteration or extension par panel N ' Address _ f a)The lea for brarch arpnts with -- pwchasw of satiice or Irrdor Olaf- 2 St'e]t@�`..._ Zip Eact,hrarrh circuit Phone No. _ b(The it,:Inc brarch Crt[UdE mthout The installation is bednq made on property I own whi0 is purrhaan of so#.ra lir►e.dor lien. 2 Frsi branch arcus 00 2 not intended for sale, IQi1Se or rent. Each ndd4ronal branch arcus $500 Owner's SignaturA 4e. Miscellaneous (Sarvicia or fnpdAr not included) 2 3. Plan Review section (it required). Each n'vmo of irr'gation arrie ileo 00 mm 2 Each sign or rnalimr lighting $40 n0 _ Signal rvruil(s)or a limltod oneNy 2 Please check appropriate item and enter Ise in section 5B. panel ahoralion or edensron v_ fidU 00 A or more rasidontial unlit In one strurllllw uioor Labels(10) 1610000 Service and lur.der 225 amps or more wslr�m over Soli molts nominal 4L Each additional inepentlon over Classitivd area or volts stTun n3 nal taininq special occupancy the allowable in any of the Above Pyr As dwscribc l m N Eh P �.r hour .0 ChA tpr 5 .ur on $95 00 _ $5,,00 In risco $5500 _ Submit 2 sets of plans witty application where any of the above r apply. Not required for temporary construction Aesviees. I �j, Fees' So. Enter total of Above IRAs NOTICE 5%Surcharge(05 x royal food CIERMIls BECOME VOID IF WORK OR CONSTRUCTION Subtotal S f AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS,OR IF Sb, Enter is,:'.of linor A A for (Sec-,31 S CONSTRUCTION OR WORK IS SUSPENDEC OR AEANDONED FOR Plan Rr�virw If roquiroA PERIOD OF 180 DAYS AT ANY TL 4E AFTER WORK IS Sub►oral COMMENCED ® Trust Account N s g 3.7 5> I Balance Due $ —0— 6*31 i96 11:31 $503 639 1656 TIGARD CHAMBER --- CITY OF TIGARD Vi 001 . --�--�--'- r I � I r/5 i 0 r�� " INS BUILDING PERMIT I' ER #. . . . . . .. CITY OF TIGARD DATEMIT ISSUED: . 09/11/96BUP96-0441 COMMUNITY DEVELOPMENT DEPARTMENT 13125 SW Hall Blvd.Tigard,Oregon 97223*8199 (503)639-4171 PARCEL: IS136DA-00101 S I TE i-DDRESS. . . : 1 141-1 IZI :JW (:?b I H P+\W SUBDIVISION. . . . : ZONING:C-P BLOCK. . . . . . . . . . . LOT. . . . . . . . . . . . . REISSUE: FLOOR ARE1"1S---------- EXTERIOR WALL CONSTRUCTION 1"t P496 OF WORK. .-NEW FIRST- -- 20439 s f Ns S: E; W: I Yl-.,E OF USE. . . :COM SECOND. . . : 20340 sf PROTECT OPENINGS , -- --- TYPE OF CONST. :2-1HR THIRD 19441 r.--.f N: S.- E: W: OCCUPANCY GRP. :B TOTAL------ 600.20-' i: f ROOF CONST: FIRE RET? : OCCUPANCY LOAD: 846 BASEMENT. : 0 5f AREA SEP. RATED: STOR. : 0 HT: 43 ft GARAGE. . . lb s OCCU SEP. RATEL- BSMT? .- Me'Z Z?. REOD REQUI FLOOR LOAD. . . . : 0 . psf LEFT: 0 ft RGH`T -. 0 ft FIR SPKL:Y SMOK DET. . :N DWELLING UNITS: 0 FRNT: 0 ft REAR: 0 ft FIR ALRM:N HNDICP ACC:Y BEDRMS: 0 BATHS: 0 IMP SURFACE: 82817 PRO ::ORO.-Y PIARKINGt 0 VALUE. $: 3288855 Remarks: Three story, 60, 220 sq. ft. office building Oviner: REES PUBLIC EMPLOYEES RETIREMENT type amount by date recpt DAVID BAILEY PRMT 8405. 50 JD 07/05/96 96-,1,813'x_ P0 BOX 73 PLCK $ 5463. 56 JD 07/05/96 96-281352" PORTLAND OR 97207 FIRE $ :x'362. ;:'0 JD 07/05/96 96--20 13' Phone #c 229-5643 5PCT $ 420. 28 JD 07/05/96 96-E813'D_* EROS $ 808. 012) 8 09/11/96 96-283829 Contractor. 262'. 60 B 09/11 I96 96--&'83829 DONALD M DRAKE CO ERPC-' $ 261'.. 60 B 09/ 1 .1./96 96 B 3 8.'-. 0 174NW FLANDERS ST PARK $ 9800. 00 B 09/11/96 96--.2,83829 1DORTLAND OR 91209 ------- Phone #: 620-0866 $ 28784. 76 TOTAL Reg #. . : 084045 -------- REQUIRED INSPECTIONS This permit is issued subject to the regulations contained in the Foot/Found Insp Stri.ict!tral weldi Tigard Municipal Code, State of Ore. Specialty Codes and all other Strltc Steel Insp High strength bo applicable laws. All work will be lonk in accordance with Masonry Insp Sprinkler Unders ioaroved plans. This permit will expire if work is not started Framing Insp Final Inspection ,4ithin 188 days of issuance, o-, if work is suspended for more Insolation Insp than IN flays. Shear Wall Insp Firewall Insp (3,/p Board Insp Gyp Doat-d Insp I-,ermittee siuAlat'_Ie : SUSP Ceilng InSp Reinforced concr Iss'.1ed By: Bolts in concret CIP11 For inspection - 639--4175 �, 7UL-Ei i996 11-:50 M I LSTEAD PIC IC / / .�J ��-�/j P.02 commercial Building Permit Application City of Tigard ` 1 1 ' 73125 SW Nall Blvd. � a9� tu.`� -� �ol ®K 5•�� 96� l Tigard, OR 97223 „. 4 4 (503) 639-4171 i . L I Jobsit9 Address: Tenant: Suite# .Offlce�lise anfy A1.2 i't � aluatlon. _ >` a 3 •K cno _ s 5' Permit ' jt ` . } ,. �c Owner; 1CV I�tap&T > IDI ;3iAX M" .I Address: 5 C -lam AAprovals Reauiruct C °1- (? I'k Planning Phone r��i► 43 Engineering, Other� V�1Gl i 1/r°l� ��y ` � 7-0 R, IZ �10Contractor: Address: Type of const:, k ~� Occupancy class: IL ._1r� Ptione: ^� Sprinklered? es No Contractor's License # �4.0 (a a h p u cu Oro o c S . ft. of project- Contact rojectContact name 6 phone: �MA LO UOM Story (1st 2nd, etc.) _ Proposed use: <ALAN Arch itacUFnginee r: � � a,,�Y o�yan-� 11 Address Previous use ` dote: Plumbing 8 rnechenicsl plans must be submitted at firne of building permit application. Phone. W_ate 1 %I '�-�� �, � JOB DESCRIPTION: �Signctureg. Applicant Phone number y� 1 Received by: D0 ReftIved: r '