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, I I I I I I I I I I � I I , ( I I I I I I I I I I I I I I 1 I 1 I I I I I I I I � 1 I I � 5 I I I I I i I A8�2 I I I rw 1 I I LA 41S I I 1 1 , , 1 l I I 1 _ I I I I I I I I I I I I I I I I I I I I I I I — I I 1 I I I I I I I I I I II I 00000I I I I I V� ; I I A8.8 1 I I I r 1 ; r BOTTOM OF BRICK 1 i --- FORMED ALUM. PANEL FA5CIA A14D SOFFIT WITH FIN15H TO MATCH CURTAIN MALL �-- 6" MTL. 5TUD5 TO UNDER51 DE OF 5TRUCTIJRE BOTTOM OF F;XTURE .+r�I �-- PE"r�DAF��'r FI;�c'TLrr2E co m ITRACK LIGHT Q , . 5USPENDE,D 6YP. 5D. CEILINGS 2 1 w � A J Z V m &YP. BD. BEYOND z COFFEE I LOBBY 0 l wr 115531 CERAMIC: TILE FLOORINGS _! z cr a O I COFFEE B,Af�Z, CASEWORK C 5EE SHEE"T r-52.4 4 F52.5 1 SLAB 19N GRADE AT BLOCK OUT. I 1 4.- a 4.- 4 4 I , §. 3 V1 � r2�R R EV15E - OVERHANO ATCOFFEEBAR-NORTH A3.6 SCALE: 3/4" _ 11,-0" Ir i .. �, �: 'v�R�+t�a^ ..,, NOTICE: IF THE PRINT OR TYPE ON ANY �T` ' li ' 1 > ' 1 ' ' 1 ' ' 1 ' ' 1 ' � � > > � � ► � � III 11T i � 1 1II r��r r�r i-fir � � 1 � � 1 � � I � 1 I � 1 ' 1I1 ip .1l1 � 1l1 ' i � � � 1 l � l 111 111 1 � l l � l i � f l � l ili i � 1 1J1 111 � 1J1 1 � 1 1 � 1 1 � 1 � 1 � 1 l � I I I I I T 1 1 1 1 1 � i 1 -1 1 1 I I 1 1 IMAGE IS NOT AS CLEAR .AS THIS NOTICE, 1 2 3 4 _6 __ �_ _ _ _ 81 _ q ___� J�- 11 12 �G Dtc, IT IS DUE TO THE QUALITY OF THE No 36 �='_:°�' ,.t� l _�___, _.__ --�e_.v _._. ___..��_s .____ ._____-. _�______ �e._�__ .,.....___ _- _.- __�_"_-_.�.. _ _ -� � __ _ _ _ .�ORIGINAL DG�CUMENT 168 Z L Z 9 Z Z fi Z E Z Z T 7 U Z 6 i 8 [ L T 9 T 5 T fi T F I Z T t T T 6 8 L; I � �II I ! I IIq3 III{fli� IJIT I IIII �II� .II �IIIIIIfll1 Ill 11 III . 1111 ii . . IIIi II. f rlilll111 �11111111 ILII Iill 1111 l I ilfl Till IIII ilii I11� IIIA IIII 1111 III 11Jill 11111111 ilillilll 1111Jill 11111 �i11 ,II1 Illi ll.l�llll Ilii fill lll ll>llll 1 11�.�_ �ILI1��11�►�iil COFFEE BAR CONNECTIO-N S -- ITS � ROUGH-IN SIZE - INCHES M DESCRIPTION NOTES W V CW HW P2 SINK FAUCET 2 11/2 1/2 1/2 ROUGH-IN AND CONNECT (FIXTURE PROVIDED BY OTHERS.) P3 SINK FAUCET 2 11/2 1/2 1/2 ROUGH-IN AND CONNECT (FIXTURE PROVIDED BY OTHERS.) ROUGH-IN AND CONNECT (FIXTURE (:DP5ESPRESSO MACHINE - - 1/2 - PROVIDED BY OTHERS.) PROVIDE INDIRECT WASTE TO FLOOR SINK. ROUGH-IN AND CONNECT (FIXTURE P8 ICE MACHINE - -- 1/2 _ PROVIDED BY OTHERS.) CONNECT WATER FILTER UPSTREAM OF i0E MACHINE. PROVIDE__!N-DIRECT WASTE TO FLOOR SINK. DOCOFFEE MACHINE - -- 1/2 - ROUGHI-INAND CONNECT (FIXTURE PROVIDED BY OTHERS.) ROUGH-IN AND CONNECT (FIXTURE P12 DISHWASHER - - - 1/2 PROVIDED BY OTHERS.) PROVIDE INDIRECT WASTE TO FLOOR SINK, 1 PLUMBINGEQUIPMENT SCHEDULE of!!N e=!* e=!% — EWH--5 ELECTRIC, WATER HEATER 208 V, 3 PH, 40 GALLON STORAGE CAPACITY 25 AMPS, 3KW/3KW 1 31 GPH REHEAT AT 80'F RISE SIMULTANEOUS BASED ON: A.Q. SMITH DEL-40 DUAL ELEMENT OPERATION DET-3 DOMESTIC_ WATER EXPANSION TANK (EWH-5) 0.43 GALLONS ACCEPTANCE VOLUME 1 2. 1 GALLONS TANK VOLUME - BASED ON: AMTROL ST- 12C P" c. sa-M. m waluy >�«i+ h.e. r.x eas.ur.Msao ARCHRECTURE PLANNING INTERIORS New Tigard Library REF. DWG Date 621 SW Morrison SInN,Sura 200 M0.2 11/25/2003 Poitiand,Onpon 97205 T:.W3.222.1917 F:M294.0272 Tigard, Oregon Revisions Drawing No SRG PARTNERSHIP ! NC � Job No. 2216 COFFEE PAR RPm023 NOTICE: IF THE PRINT OR TYPE ON ANYL71 r ililili iii iii iii til ► i I l I I I I ( I11111111 ( l ( ( I_ e ' i r r ii T jF_j_l r� T..��7i � Ii 1Ii i + i i i , � < ' iii i i i i i r r -rIi i } � � I � ili.. .rp r-1 ► --111 � jIll 111 iIi tlrl111111i1 � 1111I �IMAGE IS NOT AS CLEAR AS THIS NOTI � 1 I GE, 1 3 4 _ __ -_- _-- -- __- 51__ _._� _ 7 -- _ S _-- _-- -- 9 _-- 10 -- -- 11 � 1 Z 6 x�) Li IT IS DUE TO THE QUALITY OF THE - -- - — - - - - - - No.38SW J ORIGINAL DOCUMENT R 6Z 8Z L7. 9Z Z zz iZ OZ sT g1W L1 91 91 fii ET ZT �. d4 Aid 1111111111111111 .11 I I I I I I I I I I 11 1 1 1 1 1 11111 l 1�1 l l� 1(C ll_I 1 1 1 I. I I ll I1 � �� � + r E z � yl'"' illlllllllllliflI /1111111 /III1111IIII�IIIIIilllll /IIIIIII /IIIIIIIII I Illi illi lU_ 1 llll�Lill llil,lll� Lill. l.11l Ll . � 11J 11111111 /' 0 . 9 1 P 1 O P3 —EW—H--_5 1 ,a P8 P12 �,a �—� l E._3 3 FS— �—�— ___ Q rfllllli IIlN , IIII = _ LEV 51-q X P2 as — 7 3 2.— IIIII IIIII IIIA(:��Han. 2 (:P 5 1 -13 � 3/43/4aa 112x, C ,-3aa 3 I•S— 1 2 3/4 ALL I I I - IU I NOTES: �1 MOUNT WATER HEATER SIMILIAR TO DETAIL 3/M6.3. BOTTOM OF SHELF TO Bk MOUNTED AT 6'-6a' A.F.F. COFFEE 13AR PARTIAL PLAN — PLUMBING �4. TOM E: v4 _ 1*-If -- ON II.t. AV Awn" ►«qur4 Or+wr 60A�N JMl Pet CodolUnl tatlntn tree. •u MAMMON i ARCHRECTURE PLANNING INTERIORS Ne�"V Tigard REF. DWG Date azi VV Mo►rieon Str..t,SLING zoo aLibrary eoi.'•nd,Oregon 97203 M4.1 11I25/2003 T:303.&4.1917 F:sw.M,ozn Tigard, Oregon � Revisions Drawing No SRG PARTNERSHIP INC go Job No. 2216 / 3 \ COFFEE BAS RP=025 NOTICE: IF THE PRINT OR TYPE ON ANY r�►� ► Ir ililili ililill � III111 il � � lll i � i � l -I .[.��T� �.I.r.�_�r7 _I]-r[IF. TII � I , 1i1 1 1p 1] f 111 Ili 111 _11.f. III `fj- P IIIiI � III rAli iii il �I I I '�f� 1 r [`8 I M AGE IS NOT AS CLEAR ASTHIS NOTICE Y 2 � _ - 7 �__ �_ _ 9 - 10 � 11 12 � _____� _ ___ __ I I , GG IT IS DUE TO THE QUALITY OF THE --�-- ----�--- - - ----- - � J No.36 ORIGINAL DOCUMENT -- — -- -- --- _ E 6Z SZ LZ 87 5Z 1; Z EZ Z TZ OZ 6i gi LT 191 5I � T ET ZT TT i 6 S 8 Q S Z 1D1411w ! I 1 T. IL11 111161111 IIII 1111 �IlI 1111 .ILII (111 ILLI Llll ILII 1_�_�1. 111 1111 ll 111 1LI IIII 11.11 IIII 111! III► III) IIIc 1111 Illi lllllllll 1111 Ilil loll IIII IIII sill 111111111111 llil 111. .Ull i!!_l Llll 1111 LII1,I 11 1�.1.1�11!� 111.1. 1!ll ''i •.. • .�xxv.wxnuw aunsaawV.tr�Ir�+�a�v• .w.�mrx�nw wia�...r.EtYfl...��ZAY►YJY�1IC1lM1:�./... �I ISI i I� II WIlll�t I 5 I t�IJn ti11 II 11 I I;; Il q r r4 u C a FR OFFICE COPY VULCRAFT GROUP BRIGHAM CITY DIVISION 67 27P JOB NAME: Tigard Library ��0 OREQ VULCRAFT FILE #: S80-03-0561 PROJECT LOCATION: Tigard, OR 4UNETC CUSTOMER: Sei Northwest EkPIRATIOO URTF DATE: 10/21/03 REVISION NO.: PRk-P.4RCQk3Y. [)A 1'1--W 1ll, 4' O !. LIST JOB DESIGN CALCULATIONS FOR FINAL USE These calculations have been prepared in accordance with the loadings specified on fabrication lists submitted to Vulcraft by cur customer LIST N0. DATA LIST NO. DATE 1 9/5/03CONFORMS f0 DESIG(4 CONCEPT 9/4/03 Ms TO DESIGN CONCEPT WITH ....VISIONS AS SHOWN NON CONFORMING REVISE & RESUBMIT ArrR(1V�.lY T4Ars I5 SHOP D', S T7 ACWT� 'WING HAS BEEN REVIEWER FOR GEN[RAL CONFORMANCE INCI 1y( UN-• ITH DESIGN CGACf.Pi UNEP AND DUES IVOt REIIf.VE )HE FAORICAT'iR.' SPE c1FtCA�Aoc� ST11i1CTUjk A .' NOOR OF RFSPONSIBILITY FJR CONFURh1AVE WITH UESIGN DRAWINGS il't)1T'•CEj REPO" R}f�U�193 'y�� tv0 SPECIFICArIONS ALL OF WHICH HAVL PRIORI[Y OVER THIS tISC '�iMMNn_ SOP DRAWING R .. ST _._. trate k ff _ r. NSULTING ENGINFFrtS . .................. .. CI-Ty 0j: �•h: �' 1{OPFMAN('ONSTRUCTIONCOMPANY V•�"... �+ I hie Ilamm ultl hsw born naked/, YOFmilon ' r ecncraI caurotmaaoe (l1�9d........... rithmntrertdorumrhtr,Conrractor'errvirrdoes not aii APPS described 1n:� rlic r thr Vend,*tiulti•nnti urtnr of rc►pu onctitlo'h Y pr only the"N' r� f�O�r-- �: p �1�,[](�'] nubility for �FkmiT NQ- �wV 'I':!i if submiC1113ttal. ct,iedudiaa tt to:Follow... ....... .. ... l r t::;,a,bmuuL see lea el Alt .......... . ---- `" Job P.0ress: 13y PO BOX 637 BRIGHAM CITY, UTAH 84302 PHONE 435 734 9433 FAX 435 723 5423 %VWW,NUCOR.COM _. Al LL Ll W F,�1 :I H I I Iuj Q _: ( —ILL in ti uj �3 o Wit J_ N mp!";J_ i f! 05 - iElf! ifi�IiiIIit E viii: f •• Ll- — -- iJ mco -02 - �e 4y g W OC/3 4 c� r' I z s U ; ! - I /c`•'. ill - -- r . R ■ .�� i 1 o Cb n o 0 o 0 0 0 o •r r O r ti nci to O �- Z LU �_ c c c cc c t: Q to 0 0 � conti u n n n - N n W C1400 CLQ}' _ 0 0 V n W L L L LL w' D r tri � c� = d a a- rn w t© P- :c Ix N Q. 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XX V. � xx ] 133 QR 8 x x x 3 " 7( X O x (71 x x {JNN x N £' bo rh �( X Kx 3 r ^ w , 399 � � � 99 1119 � g xC � 5 b to f b r .- � xxXxxxx . a ►. x x x xxxx 0Cr0O0 a = xx � 93 '-*j99 .`1 X399 V U LC R_A_F_ T - ENGINEERING DEPARTMEN" Sheet of A Division of Nucor Co Date Corporation I3RIGHAM CITY,UTAH 84302 Project -- —— _— Job No.. a ` I � IT f4 J U -J O w --- — a - :+ -A vrt E5FIN 3 lV u� Z 3 � Aj- 3 Jp .;�A,r� �P1` ali= J � ) WI- � 7 .Lr ►�('` SSG J1t 112.7Aw - - 0. 3 111 � . - Z VI J I 1 - _ a) 2- I u - a. Iu 4�� J - ►�+ 1 illi W U- � p A V+ < VULCRAFT - ENCINFFP!I! r,-pAmT'."C�: T Dims�n nt Nuro�C �p....wn — BRIGHAM CITY,UTAH 84302 Project s N u -- - - Z J rn{� J Lu _ 1 .Luum " c —•tc, •N GL � O Ll I � kJ r ' cc Q) F -- O W 11J V S AC Q o yl If o o I. � t v ■ pp in oC OI 1 W� W Z � � ► Q I w �!I Al aG U QIL o 4. p - IiL - �' o 0 to x F.. in I ENGINEERING DEPARTMENT VULCRAFT � Oats_ Nucor ccroo.nwe BRIGHAM CITY,UTAH H4302 U l.�S sXTs N —__- TCX BASE LENC;H _- I. 6' 1 0' 1 0' I'- 0' _ MAX '� �— ',�' 2• _ _ _. GAPpaD ' TCx webs TYP\ Zr I�. � w �DIAMETE . tame aGm• SAYE AS - !A'S \N I END WEB TCX BASE LENGTH� 1,- 0. 1,- 0' I'- 0' 6' 1'- 0' '- 0' "'_-- -- - MAX MAX MAX _. . ri E::::: ?. TYP -T7 I '7 Try _._ _SASE.. LENGTH 6 1 0' !'- 0" I 0� I'- 0' I'- Q' l'- 0' U' MAX - � - '1__-_r.•__ Tom__-Mme..-�CT�_ TTS__ �-� NOTE: FILLERS MAY BE PLACED DIAGONAL hS SHOWN :smR('LOH SAL ••• WELD MAY BE PLACED a OUTSIDE,S!'T{FACE A - pill) .r.1(71�_ 1'dW-Y1hl'-.'-t�rte. 1 TIGARD LIBRARY TiGARD, OR Sep 5, 2003 580-03-0561 L'IST I T1 32LH400 BL=-. 56 ' 04" TCBC Fy(50) WEB Fy(50) --------------- - ------------------------------------------- --- - ----- - - --- -- - - - - - ** LONG SPAN JOIST DESIGN REQUIREMENTS v1 .01 SJI SPECS VULCRAFT ENG DEPT** - - -------------- ---- -------------------- ---------------------- -- -- --- - - --- -- - - - LOAD CONDITION 1 --- TOTAL LIVE A.DLOAD TC AXIAL TC BEND BC BEND TOTAL LIVE LOAD LOAD (KIPS) LD (K.fPS) LD(KIPS) LD (KIPS) LD DEFL LD DEFL 400 200 . 250 3 . 0000 .2500 .2500 L/240 LOAD CONDITION 2 - --- Uplift Load Only UPLIFT LOAD = 85 . PLF STRESS INCREASE ALLOWED-- L EXTN L END P L VAR D TC 2- 0 0/0 2- 2 OIf 0 9 5- 4 0/0 2- 2 0/0 2- 0 Oro BC 8 3/4 3- 0 0/0 1- 2 0/0 1- 2 0/0 3- 0 0/0 8 3/4 'TOP CHD: L 3 X 3 X.227 LEFT CENT �R RIG7T BOT CHD: L2-1/2X2-1 /2X.250 BcLyy 14- 0 0/0 DEPTH 32 0/0 32 0 0 32 0 0 TC MEMBERS WITH FILLEkS-- 11 10 9 8 7 6 5 4 3 2 1 CL 1 2 3 4 5 6 7 8 9 10 11 X X X X X X - -WEB SYSTEM--- FILLET WELD ---WE$ SYSTEM--- FILLET WELD NO. Q SITE LEN x SIZE NO. Q SIZE LEN x SIZE 2. 1 15/16 ROUND 3 . 6x .222 V6 1 L1-1/4X1-1/4X. 111 2 . Ox . 111 2D 1 L1-1/4X1-1/4X. 111 2 . Ox . 111 12R 1 L1-1/2X1-1/2X. 115 2 . 9x . 115 3 1 L 2 X 2 X.213 4 . 1x . 188 11R 1 L1•-1/2X1-1/2X. 138 2 . Ox . 138 4 1 L 2 X 2 X. 163 5 . 6x . 163 V7 1 L1-1/4X1-3./4X. 111 2 . Ox . 111 V?. 1 L1-1/4X1-1/4X. 1.1.1 2 . Ox . 111. lOR 1 L1-1/2X1-1/2X. 115 2 . 9x . 115 5 1 L 2 X 2 X. ].87 4 . 3x . 187 9R 1 L1-1/2X1-1/2X. 170 2 .2x . 170 6 1 L1-1/2X1-1/2X. 138 5. 1x . 138 V8 1 L1-1/4X1-1/4X. 111 2 . Ox . 111 V3 1 L1-1/4X1-1/4X. 1.11 2 . Ox . 111 8R 1 L1.-1/2X1-1/2X. 115 4 .2x . 115 7 1 L 2 X 2 X. 137 4. . 3x . 137 7R 1 L 2 X 2 X. 137 4 . 3x . 137 8 1 L1 -1/2X1-1/2X. '115 4 . 2x . 115 V9 1 L1-1/4X1-1/4X. 111 2 . Ox . 111 V4 1 L1-1/4X1-1/4X. 111 2 . Ox . 11.1 6R 1 L1-1/2X1-1/2X. 138 5 . 1x . 138 9 1 L1-1/2X1-1/2X. 170 2 .2x . 170 5R 1 L 2 X 2 X. 187 4 . 3x . 187 10 1 L1-1/2X1-1/2X. 115 2 . 9x . 11.5 V10 1 L1-1/4X1-1/4X. 111 2 . Ox . 111. V5 1 L1-1/4X1-1/9.X. 111 2 . Ox . 11.1 4R 1 L 2 X 2 X. 163 5. 6x . 163 11 1 L1-1/2X1-1/2X. 138 2 . Ox . 138 3R 1 L 2 X 2 X.213 4 . 1x . 188 12 1 L1-1/2X1-1/2X , 115 2 . 9x . 115 2DR 1 LI-1/4X1-1 4X. 111 2 . Ox . 111 2R 1 15/16 ROUND 3 . 6x .222 TIGARD LIBRARY TIGARD, OR Sep 5 , 2003 SBO-03-0561 L ST l T2 32LH400 BL= 54 ' 02. 1/4 " TCBC Fy(50) WE13 Fy(50) - - -- -- - - --- --- - - - - - - - - - - --- - -- - -.. - - - -- - - ------- - ------ -- - - - - - - -- - -- - --- - - - - - - - - ** LONG SPAN JOIST DESIGN REQUIREMENTS v1 . 01 SJI SPECS VJLCRAFT ENG DEPT** - -- - -- - - - - ----- ----- -- - -- - - --- - - - -- - - -- -- - --- --- -- ---- --- -- - ---- --- - ----- - - ---- -- . LOAD CONDITION 1 --- TOTAL LIVE ADLOAD TC AY, AL TC BEND BC BEND TOTAL LIVE LOAD LOAD (KIPS) LD (KIPS) LD (KIPS) LD (KIPS) LD DEFL LD DEFL 400 200 . 250 3 . 0000 . 2500 . 2500 L/240 LOAD CONDITION 2 - --- Uplift Load Only UPLIFT LOAD = 81� . PLF STRESS INCREASE, ALLOWED- - L EXTN I, END PAN L VAR D�M INTERIOR PANEL R VAR D�M R END PAN R EXTN TC 2-- 0 0/0 3 - 9 1. 8 8@ 5- 4 0`0 3 - 9 1/8 2 - 0 0/0 BC 8 3/4 3- 6 0/0 2-- 3 1/8 2- 3 1/8 3- 6 0/0 8 3/4 TO]' CHD: L2-1/2X.2--1/2X. 250 LEFT CENT 'R RIG7T BO" CHD: L2- 1/2):2-1/2X.230 BcLyy 14 -- 0 0/0 DEPTH 32 0/0 32 0�0 32 0 0 TC MEMBERS WITH FILLS S- - 10 9 8 7 6 5 4 3 2 1 CL 1 2 3 4 5 6 7 8 9 10 X X X X - --WEB SYSTEM-- -- FILLET WELD - - -WEB SYSTEM- - - FILLET WELD NO. Q SIZE LEN x SIZE NO. Q SIZE LEN x SIZE 2. 1 15/166 ROUND 3 . 8x . 222 11R 1 L1-1/2X1-1/2X. 115 2 . 3x . 115 2D 1 L1-1/4X1--1/.1X. 111 2 . Ox . 11"1 V6 1. L1 -1/4X1-1/4X. 111 2 . Ox . 111 3 2 L1-1/2X1-1/2X,. 115 7 . 5x . 115 lOR 1 Ll-1/2X1-1/2X. 115 2 . 9x . 115 4 1 1j1-1/2X1 -1/:?X. 170 4 . 7x . 170 9R 1 L1-1/2X1--1./2X. 138 2 . Ox . 138 V2 1. L,1-1/4X1-1/4X. 111 2 . 0),: . 111 V7 1 L1-1/4X1-1/4X. 111 2 . Ox . 1.11 5 1 L 2 X 2 X. 163 4 . 3x . 163 8R 1 L1-1/2X1-1./2X. 115 3 . 3x . 1.15 6 1 L1-1/2X1-1./:'X. 138 4 . 3x . 138 '7R 1 L 2 X 2 X. 137 3 . 5x . 137 V3 1 L1-1./4X1-1/4X. 111 2 . Ox . 111 118 1 L1-1/4X1-1/4X. 111 2 . Ox . 111 7 1 L 2 X 2 X. 137 3 . 5x . 137 6R 1 L1-1/2X1 -1/2X. 138 4 . 3x . 138 8 1 L1-1/2X1-1/2X. 115 3 . 3x . 115 5R 1 I, 2 X 2 X. 163 4 . 3x . 163 V4 1 L1 -1/4X1-1/4X. 111 2 . Ox . 11.1 V9 1 L1-1/4X1-1/4X. 111 2 . Ox . 111 9 1 LI- 1/2X1-1/X. 138 2 . Ox . 138 4R 1 L1-1/2X1-1/2X. 170 4 . 7x . 170 3R10 1 Ll 1/2X1-1/2X. 115 2 . 9x . 115 R 2 LI -1/2X1 -1/2X. 11.5 7 . 5x . 115 V5 1 Ll-.;. !4X1-1/4X. 111 2 . Ox . 111 2DR 1 L1-1/4X1-1 4X. 111. 2 . Ox . 111 11 1 L1-i/ 2X1-1/2X. 115 2. . 3x . 115 2R 15/16 ROUN4 3 . 8x .222 i TIGARD LIBRARY TIGARD, OR Sep 5, 2003 S80-03-0561 LIST 1 {{ T3 32LH400 BL= 52 ' 00-1/4" TCBC Fy(50) WEB Fy(50) 1 --------------------------- ------------------------------- -------------------- ** LONG SPAN JOIST DESIGN F'EQUIREMENTS v1 .01 SJI SPECS VULCRAFT ENG DEPT** ---------------------- ----- ---------------------------------------------------- LOAD CONDITION 1 ---- TOTAL LIVE ADLOAD TC AXIAL TC BEND BC BEND TOTAL LIVE LOAD LOAD (KI250 LD(0000) LD(2500) LD(2500 ) LD DEFL LDL/240 D/D4EOFL 400 LOAD CONDITION 2 ---- U}alift Lead Only UPLIFT LOAD = 85 . PLF STRESS INCREASE ALLOWED- L EXTN L END PPHN L VAR DIM INTERIOR P.ai L R VAR D�M R END PAN R EXTN ]BC 8 3/4 3- 0 0/0 1- 8 1/8 8 @ 5- 4 0 0 1- 8 1/8 3- 0 0/0 8 3/4 BOT CHD: T,7-1%2X2-12X.212 BcLyy 14- 0 0/0 DEPTH 32E0T0 32N0 0 3210 0 TC MEMBERS WITH FILLS S- - 10 9 8 7 6 5 4 3 2 1 CL 1 2 3 4 5 6 7 8 9 10 X X X X ---WEB SYSTEM--- FILLET WELD ---WEB SYSTEM--- FILLET WELD NO. Q SIZE LEN x SIZE NO. Q SIZE LEN x SIZE 2 1 1516 ROUN 3 . 3x .222 11R 1 L1-1/2X1-1/2X. 115 2 .2x . 115 2D 1 L1-1/4X1- .4X. 111 2 . Ox . 111 V6 1 L1-1/4X1-1/4X. 111 2 . Ox . 111 3 2 L1-1/2X1-1/2X. 115 6 . 5x . 115 1OR 1 L1-1/2X1-1/2X. 115 2 . 9x . 115 4 1 L1-1/2X1-1/2X. 170 4 .7x . 170 9R 1 L1-1/2X1 -1/2X. 138 2 . Ox . 138 V2 1 L1-1/4X1-1/4X. 13.1 2 . Ox . 111 V7 1 L1-1/4X1-1/4X. 111 2 . Ox . 111 5 1 / 2 X 2 X. 163 4 .3x . 163 8R 1 L1-1/2X1-1/2X. 115 3 . 3x . 115 6 1 L1-1/2X1-1%2X. 138 4 .3x . 138 7R 1 / 2 X 2 X. 137 3 . 5x . 137 V3 1 L1-1/4X1-1/4X. 111 2 .Ox . 111 V8 1 L1-1/4X1-1/4X. 111 2 . Ox . 111 7 1 / 2 X 2 X. 137 3 . 5x . 137 6R 1 L1-1/2X1-1/2X. 138 4 . 3x . 138 8 1. L1-1/2X1-1/2X. 11.5 3 . 3x . 115 5R 1 L 2 X 2 X. 163 4 .3x 163 V4 1 L1-1/4X1-1/4X. ).3.1 2 . Ox . 111 V9 1 L1-1/4X1-1/4X. 111 2 . Ox . 111 9 1 L1-1/2X1-1/7X. 138 2 . Ox . 138 4R 1. LI-1/2X1-1/?.X. 170 4 . 7x . 170 10 1 L1-1/2X1-1/2X. 3.15 2 . 9x . 115 3R 2 L1-1/2X1-1/2X. 115 6 . 5x . 115 V5 1 L1-1/4X1-1/4X. 111 2 . Ox . 111 2DR 1 L1-1/4X1-1/4X. 111 2 . Ox . 111 11 1 L1-1/2X1-1/2X. 115 2 .2x . 115 2R 1 15/16 ROUND 3 .3x .222 TIGARD LIBRARY TIGARD, OR Sep Vii, 2003 SPO-03-0561 LIST 1 T4 32LH400 BL= 49 ' 10-1/2" TCBC Fy(50) WEB Fy (50) - - - - - - - - - -- -- - - - -- - - - - -- - ------- --- - - - -- - -- - - - - - - - - - ----- --- -- - -- -- - - - - - - - -- - - - - ** LONG SPAN JOIST DESIGN REQUIREN'.ENTS v1 . 01 SJI SPECS VULCRAFT ENG DEPT** - - - - -- -- - -- - -- -- - - - - - - --- -- - ---- - - - ------ -- - - - -- - - - -- --- -- --- - -- - - - -- --- - - - --- -- --- -- - --- LOAD CONDITION 1 - -- - TOTAL LIVE ADLOAD TC AXIAL TC BEND BC BEND TOTAL LIVE LOAD LOAD (KIPS) LD (KIPS) LD (KIPS1 LD (KIPS) LD DEFL LD DE.'FL 400 200 .250 3 . 0000 . 2500 . 2500 L/240 LOAD CONDITION 2 - - -- Uplift Load Only UPLIFT LOAD = 85 . PLF STRESS INCREASE ALLOWED-- L EXTN L END PPHN L VAR D�M IN'TERIOR PANEL R VAR DIM .R END PAN R EXTN TC 2- 0 0 0 1-- 7 1/4 8@ `5- 4 0/0 1- 7 1-/4 2- 0 0/0 BC 7 0/0 2 -10 0/0 0 - 9 1/4 0- 9 1/4 2-1� 0/0 7 0/0 TOP CHD: L2-1/2X2 -1/2X.212 LEFT CENT 'R Rljl-l'I' BOT CHD: L 2 X 2 X.250 Br_Lyy 14- 0 0/0 DEPTH 32 0/0 32 0�0 32. 0/0 TC MEMBERS WITH FILLERS- - 10 ILLERS- -10 9 8 7 6 5 4 3 2 1 CTS 1 2 3 4 5 6 7 8 9 10 X X X X - - -WEB SYSTEM-- - - FILLET WELL) - - -WEB SYSTEM- -- FILLET WELD NO. Q SI E LEN x SIZE NO. Q SIZE LEN x SIZE 2 1 1516 ROUND 3 . Ox . 222 11R 1 L1-1/2X1-1/2X. 115 2 . 1x . 115 2D 1 L1-1/4X1-1./4X. 111 2 . Ox . 111 V6 1 L1 -1/4X1 -1//4X. 1.11 2 . Ox . 111 3 1 L 2. X 2 X. 187 3 .4x . 187 IOR 1 L1-1/2X1-1/2.X. 115 2 . 9x . 115 4 1 L 2 X 2 X. 163 4 . 9x . 1G3 9R 1 L1-1/2.X1-1/2X. 138 2 . Ox . 138 V2 1 L1-1/4X1-1/4X. 111 2 . Ox . 111 V7 1 L1-1/4X1-1/4X. 111. 2 . Ox . 111 5 1 L 2 X 2 X. 163 4 . 3x . 1.63 8R 1 L1 -1/2X1-1/2.X. 115 3 . 3x . 115 6 1 Ll-1/2X1-1/2X. 138 4 . 3x . 138 7R. 1 L 2 X 2 X. 137 3 . 5x . 137 V'3 1 L1-1/4X1-1/4X. 111 2 . Ox . 111 V8 1 L1-1/4X1-1/4X. 111 2 . Ox . 111 7 1 L 2 X 2 X. 137 3 . 5x. . 137 6R 1 I.,1-1/2X1.-1./2.X. 138 4 . 3x . 138 8 1 L1.--1/2X1-1/2X. 115 3 . 3x . 115 5R 1 L '2 X ''. X. 163 4 . 3x . 163 V4 1 L1-1/4X1-1/4X. 111 2 . Ox . 111 V9 I L1-1/4X1-1/4X. 11"1 2 . Ox . 111. 9 i L1-1/2X1 -1/2X. 138 2 . Ox . 1.38 4R 1 L 2 X 2 X. 163 4 . 9x . 163 10 1 L1-1/2X1-1/2X. 115 2 . 9x . 115 3R I L 2 X 2 X. 187 3 . 4x . 187 V5 1 L1-1/4X1-1/4X. 111 2 . Ox . 111 2DR 1 Ll-1/4X1-1/4X. 11-1 2 . Ox . 111 11 1 I.,1-1/2X1-1/2X. 115 2 . 1x . 115 2R 1 15/16 ROUND 3 . 0)r . 222 TIGARD LIBRARY TIGARD, OR Sep 5, 2003 S80-03-0561 LIST 1 T5----"--32LH400 BL= 47 ' 08-1/2" TCBC Fy(50) WEB Fy(50) ---------- --------------- - ----------- - --- ------•--------------------•- ** LONG SPAN JOIST DESIGN REQUIREMENTS v1 . 01 SJI SPECS VULCRAFT ENG DEPT** ------- --- ------------------------------ -------------------------------- -- LOAD CONDITION 1 -- -- -""" LOADL LOAD ((KKIPS) LD(KIPS) LD(KIPS) LD(KIPS) LDODEFL LDIDEFL 400 200 .250 3 . 0000 .2500 .2500 L/240 LOAD CONDITION 2 - - - Uplift Load Only UPLIFT LOAD = 85. FLF STRESS INCREASE ALLOWED- - TC L EXTN L2END P', L3VAR D;M INTERIOR 4 0g0 R3VAR Dj4 R2EN0 0� R EXTN BC 7 0/0 3- 0 0/0 2- 2 1/4 2- 2 1/4 3- 0 0/0 7 0/0 BOT CHD: L2 2/2X2-2/X.232 BcIjyy 14- 0 0/0 DEPTH 32EOTf0 32N0 0 3210 0 --WEE' SYSTEM--- FILLET WELD ---WEB SYSTEM--- FILLET WELD NO. Q SIZE LEN x SIZE NO. Q SIZE LEN x SIZE 2 1 15/16 ROUND 3 . Ox .222 V5 1 L1--1/4X1-1/4X. 111 ?. . Ox . 111 2D 1 L•1-1./4X1-1/4X. 111 2 . Ox . 111 1OR 1 L1-1 2X1-1/2X. 1.15 2 . 9x . 115 3 2 L'1-1/2X1-1/2X. 115 6 .4x . 115 9R 1L1-1, 2X1-1/2X. 1.15 2 . lx . 115 4 1 L1-1/2X1-1/2X. 170 4 . lx . 170 V6 1 L1-1/4X1-1/4X. 111 2 . Ox . 111 V2 1 Ll-1/4X1-1/4X. 111 2 . Ox . 111 8R 1 Irl-1/2X1-1/2X. 115 2 . 9x . 115 5 1 L 2 X 2 X. 137 4 . 3x . 137 7R 1 L1-1/2X1-1/2X. 170 2 .2x . 170 6 1 L1-1/2X1-1/2X. 115 4 .2x . 115 V7 1 L1-1/4X1-1!4X. 111 2 . Ox . 111 73 1 Ll-1%2X1-1%2X. 170 2 .2x . 14X. 111 2 . Ox 70 5R 1 1 6R 1 L1 2/2X1 2/~X. 137 4 . 3x . 137 8 1 L1 -1/2X1-1/2X. 115 2 . 9x . 115 V8 1 L1-1/4X1-1/4X. 111 2 . Ox . 111 V4 1 L1-1/4X1-1/4X. 111 2 . Ox . 111 4R 1 Ll.--1/2X1 -1/2X. 170 4 . lx . 170 9 1 L1-1/2X1-1/'v 115 2 . lx . 115 3R 2 11 -1/2X1-1/2X. 115 6 .4x . 115 10 1 L1-1/2X1-1/�,,,. 1.i5 2 . 9x . 115 2DR 1 L1- 1/4X1-1/4X. 111 2 . Ox . 111 2R 1 15/16 ROUND 3 . Ox .222 TIGARD LIBRARY TIGARD, OR Sep 4, 2003 S80-03-0561 LIST 2 . T6 32LH400 BL= 45 ' 06-1/2" TC:BC F (50) WEB F (50) Y Y ** LONG SPAN JOIS' DESIGN REQUIREMENTS vl . ,'11 SJI �' _ ____ -PEGS VULCRAFT ENG DEPT* LOAD OAD CONDITION 1 - ---TOTAL LIVE DLOAD TC AL TC BEND C BEND TTAL LVE LOADLOAD A(KIPS) LD(KIPS) LD(KIPS) LD(KIPS) LDODEFI, LL'IDEFL 400 200 .250 3 . 0000 .2500 .2500 7,/240 LOAD CONDITION 2 - - -- Uplift Load Only UPLIFT LOAD = 85 . PLF P'T'RESS INCREASE ALLOWED-- T` L EXTN L21.,NOD PIW LVAR D� E4 00 2 M INTERIOR � RV,AR DZM REND OPA,N R EXTN BC 7 0/0 3- 0 0// 2 1 1 2 O / /0 1- 1 1/4 1- /4 3- 0 0/0 7 0/0 rjT CHD: I 2 X 2 X.200 BcLyy 14- 0 0/0 DEPTH 32E0�0 32N0 0 3210 0 ','C MEMBERS WITH FILLERS-- 9 A 7 K , 4 3 2 1 CL 1 2 3 4 5 6 7 8 9 X X X X X X --WEB SYSTEM-- - FILLET WELD ---WEB SYSTEM--- FILLET WELD NO. Q SI E LEN x SIZE N0. Q 51ZE LEN x SIZE 2 1 1516 ROUND 2 . 9x .222 V5 1 L1 -1/4X1-1/4X. 111 2 . Ox . 111 2D 1 'L1-1/4X1-1/4X. 111 2 . Ox . 111 1OR 1 L1-1./2X1-1/2X. 115 2 . 9x . 115 3 1 L 2 X 2 X. 163 3 . 7x . 163 9R 1 L1- 1/2X1-1/2X. 115 2 . Ox . 115 4 1 L 2 X 2 X. 163 4 . 3x . 163 V6 1 L1--1/4X1-1/4X. 111 2 . Ox . 111 V2 1 L1-1/4X1-1/4X. 111. 2 . Ox . 111 8R 1 L1 -1/2X1-1/2X. 115 2 . 9x . 115 5 1 L 2 X 2 X. 137 4 . 3x . 137 7R 1 L 2 X 2 X. 137 2 . 8x . 137 6 1L1-1/2X1-1/2X. 138 3 . 5x . 138 V7 1 L1-1/4X1-1/4X. 111 2 . Ox . 111 V3 1 L1-1/4X1-1/4X. 111 2 . Ox . 111 6R 1 L1-1/2X1-1/2X. 138 3 . 5x . 138 7 J L 2 X 2 X. 137 2 . 8x . 137 5R 1 L 2 X 2 X. 137 4 . 3x . 137 8 1 L1-1/2X1-1/2X. J.15 2 . 9x . 1.15 V6 1 L1.-1/4X1-1/4X. i11- 2 . Ox . 111 V4 1 L1-1/4X1-1/4',X. 1"11 2 . Ox . 111 4R 1 -L 2 X 2 X. 163 4 .3x . 163 9 1 L1-1/2X1-1/2X. 115 2 . Ox . 115 3R 1 Ij 2 X 2 X. 163 3 . 7x . 163 10 1 L1-1/2X1-1/2X. 115 2 . 9x . 115 2DR 1 L1-1/4X1-1[4X. 111 2 . Ox . 111 2R 1 15. RUUN 2 . 9x .222 I TIGARD LIBRARY TIGARD, OR Sep 4 , 2003 580-03-0561 LIST 2 T7 32TjH400 BL= 43 ' 04-3/4" TCBC Fy(50) WEB Fy (50) - - - - -- - -- - - - - - - - - - - - - - - - - --- - - -- - - -- - -- -- - - - - - - -- - - - -- -- - - - - - -- - - - - - ---- - -- - - - ** LONG SPAN JOIST DESIGN REQUIREMENTS v1 . 01 SJI SPECS VULCRAFT ENG DEPT** - -- -- - - - - - - -- LOAD CONDITION 1 - - - TOTAL LIVE AD'.,OAD TC AXIAL, TC BEND BC BEND TOTAL LIVE LOAD LOAD (KIPS) LD (KIPS) LD (KIPS) LD (KIPS) LD LEFL LD DEFL 400 200 .250 3 . 0000 .2500 .2500 L/240 LOAD CONDITION 2 -- - - Uplift Load Only UPLIFT LOAD = 85 . PLF STRESS INCREASE AT-LOWED- - LEX1'N L2END 0 Or L3- 8 DTM INTERIOR PANEL 4 0/0 R3- 8 D�8 R3- 0 OPEN R7EXTN 0/0 BC 7 0/0 3- 2 0/ /�0 TOP CHD: L 2 X 2 X.232 LEFT CENTER RIG T BOT CHD: L 2 X 2 X. 187 BcLyy 14- 0 0/0 DEPTH 32 0/0 32 0/0 32 0 0 TC MEMBERS WITH FTT.T,ERS- - 8 7 6 5 4 3 X X CLX X 3 4 5 6 7 8 - -WEB SYSTEM- - - PILLET WELD - --WEB SYSTEM- - - FILLET WELD NO. Q SIZE LEN x SIZE NO. Q SIZE LEN x SIZE 2 1 IQ16 ROUND 2 . 9x .222 9R 1 L1-1/2X1-1./2X. 115 2 . Ox . 115 2D 1 L1-1/4X1-1/4X. 111 2 . Ox . 111 V5 1 L1-1/4X1 .1/4X. 111 2 . Ox . 111 3 2 L1-1/2X1- 1/2X . 115 6 . 1x . 115 8R 1 L1--1/2X1-1/2X . 115 2 . 9x . 115 4 1 L1- -1/2X1-1/2X. 170 3 .4x . 170 7R 1 L1 -1./2X1-1/2X. 138 2 . Ox . 138 V2. 1 L1-1/4X1 -1/4X. 111 2 . Ox . 111 V6 1 L1-1/4X1-1./4X. 111 2 . Ox . 111 5 1 L 2 X 2 X. 137 3 . 6x . 137 6R 1 L1-1/2X1-1/2X. 115 3 . 3x . 115 6 1 L1-1/2X1-.1/2X. 11b 3 . 3x . 115 5R 1 L 2 X 2 X. 137 3 . 6x . 137 V3 1 Ll-1/4X1- 1/4X. 111 2 . Ox 11.1 V7 1 L1-1/4X.1-1/4X. 111 2 . Ox . 111 7 1 L1-1/2X1-1/2X. 138 2 . Ox . 1.38 4R 1 L1-1/2X1-1/ZX. 1l0 3 .4x 170 8 1 L1-1/2X1-1/2X.. 115 2 . 9x . 115 3R 2 11-1/2X1-1/2X. 115 6 . 1x . 115 V4 1 L1-1/4X1--1/4X. 111 2 . Ox . 111 2DR 1 L1-1/4X1-1/4X. 111 2 . Ox . 111 9 1 L1-1/2X1-1/2X. 115 2 . Ox . 115 2R 1 15/16 ROUND 2 . 9x 22?. TIGARD LIBRARY Fri Sep 5 11 :47 : 31 2003 S80-03-0561 LIST 1 T1 -- - - - - -- - -- ------- ----------- --------------- --------------------------- ---------- ** LONG SPAN JOIST DESIGN REQUIREMENTS v1 . 01 SJI SPECS VULCRAFT ENG DEPT** - - - - ---- --- ----- ---- -------------------- -------- ---------------- ------------- -- - JOIST TYPE BASE LENGTH 32LH400 56 ' 04" -- - ------ - -- ----- ---- **BASIC DIMENSIONS** PARALLEL CHORDS UNDERSLUNG - - ----------- --- ---- DEPTH: 32 0/0 MODIFIED WARREN CONFIGURATION -- SPECIAL DIMENSIONS DEFINED -- LEFT END PANEL -- - RIGHT END PANEL -- END DI VAR DI INTERIOR PANELS VAR DI END DI70 BC 3- 0 0/0 1- 2 0/0 9 AT 5- 4 0/0 1- 2 0/0 3- 0 0/0 BC LATERALLY SUPPORTED AT 14- 0 0/0 ON CENTER MAXIMUM. - ----- - -- -- - - -- ---------------------------------------- - - ---- - **DESIGN CRITERIA** LOAD CONDITION 1 FOR PRIMARY DESIGN ---- - ----- ------------------ ---------------------- ------ ----------- TOTAL LIVE TCAXIAL TC BEND BC BEND LOAD LOAD ADLOAD LOAD LOAD LOAD TOTAL LIVE (P400 (P200 (250 . 3.0000 (x2500 (x2500 LD DEF'L LD/240FL - - - - ----- -------- --- ------- - -- ------- - - -- **DESIGN CRITERIA** LOAD CONDITION 2 - - -- - - ---- -- - ------- ---------- ----------- ---- - - Uplift Load Only UPLIFT LOAD = 85 . PLF STRESS INCREASE ALLOWED-- -- - ------ --- ---- --- --- **CHORD DESCRIPTION** - ---- -- -------- ------ MAX COMB FILLERS SEC DESCRIPTION RATIO LC MEM DEV I REQ I REQ TC 42 L 3 X 3 X.227 . 9881 1B 12 1158 . 9 627 . N AC 39 L2-]./2X2-1/2X.250 . 9392 1B 29 **DEFLECTION** - - - ----- -- --- - - - - -TOTAL LOAD- --- -- --LIVE LOAD------ LC ALLOW ACTUAL GOV ALLOW ACTUAL GOV 1 3 . 02 2 . 80 1 . 50 2 . 64 - - --- ---- -- - ---- -------- **RESULTANT WEB DESIGN** STEEL FY = 50 KSI (-) C'OMPRESSION, (+)TENSION - ----------------------- MIN VERT SHEAR = 2800 . L END REACTION = -11200 . LC = 1 R END REACTION = -11200 . LC = 1 REQ DEV WELD REQ DEV MEM SEC DE CRIPTIUN KL/R LC AXL LD AXL LD SIZE LEN LEN SLOT 2 115 15/16 ROUND 169 . 5 1 + 16736 + 20"09 .222x 3 . 6 6 . 8 2D S 8 Ll-1/4X1-1/4X. 111 99 . 6 1 - 1505 - -409 . 11lx 2 . 0 3 .6 3 S 29 L 2 X 2 X. 213 102 .4 1 - 113.34 - 11402 . i88x 4 . 1 4 . 8 4 S 25 L 2 X 2 X. 163 1.11 . 8 1 + 13515 18763 . 163x 5 . 6 5 . 9 V2 S 8 L1-1/4X1- 1/4X. 111 92 . 7 1 - 1671 4311 . 111x 2 . 0 3 . 8 5 S 27 L 2 X 2 X. 187 84 . 1 1 - 11918 - 12960 . 187x 4 . 3 5 . 9 6 S 17 I.,1-1/2X1-1/2X. 138 149 . 5 1 + 10362 + 11P43 . 138x 5 . 1 5 . 1 V3 S 8 L1-1/4X1-1/4X. 111 92 . 7 1 - 1650 - 43 : 1 . 11lx 2 . 0 3 . 8 7 S 22 I� 2 X 2 X. 131 83 . 5 1 - 8795 - 9000 . 137x 4 .3 5 . 9 8 S 14 /2X1-1/2X. 115 148 . 8 1 + 7231 + 9953 . 115x 4 .2 5 . 1 V4 S 8 L1-1/4X1-1/4X. 1] 1 92 . 7 1 - 1648 - 4311 . 111x 2 . 0 3 . 8 9 S 20 L1-1/2X1-1/2X. 170 112 . 7 1 - 566E, - 5666 . 170x 2 .2 5 . 1 10 S 14 L1-1/2X1-1./2X. 115 148 . 8 1 + 415=. + 9953 . 115x 2 . 9 5 . 1 1/5 S 8 L1-1/4X1-1/4X. 111 92 . 7 1 - 1648 - 4311 . 111x 2 . 0 3 . 8 ] 1 S 17 L1-1/2X1-1/2X. 138 112 . 1 1 - 4153 - 4692 . 133x 2 . 0 5 . 1 12 14 L1-1/2X1-1/2X. 115 148 . 8 1 + 4153 + 9953 . 115x 2 . 9 5 . 1 N16 S 8 L1-1/4X1-1/4X. 111 92 . 7 1 - 1648 - 4311 . 11lx 2 . 0 3 . 8 TIGARD LIBRARY Fri Sep 5 . 11 :47 : 31 2003 S80-03 - 0561 LIST 1 T1 32LH400 56 ' 04" Page 2 - --- - - - - - - - -- - - - - - --- - - ---- - - -- - -- - - - - - - - - -- - - - -- - - - - - - - - --- --- - - - - - - .. --- -- --- - - -- **RESULTANT WEB DESIGN** STEEL., FY = 50 K.SI (- ) COMPRESSION, (+) TENSION - - - - - - - -- - - - - - --- - --- - - -- MIN VERT SHEAR = 2800 . L END REACTION = -11200 . LC = 1 R END REACTION = - 11200 . LC = 1 REQ DEV WELD REQ DEV MEM Q SEC DESCRIPTION KL/R LC AXL LD AXL LD SIZE LEN LEN SLOT 12R S 14 L1 -1/2.X.1-1/2X. 115 148 . 8 1 + 4153 + 9953 . 115x 2 . 9 5 . 1 lip S 17 L1-1/2X1-1/2X. 138 112 . 1 1 4153 4692 . 138x 2 . 0 5 . 1 V7 S 8 L1-1/4X.1-1/4X. 1.11 92 . 7 1 - 16^8 - 4311 . 11lx 2. . 0 3 . 8 IOR S 14 L1-1/2X1-1/2X. 115 148 . 8 1 + 4153 + 9953 . 115x 2 . 9 5 . 1 9R S 20 L1-1/2X1-1/2X. 170 112 . 7 1 - 5666 - 5666 . 170x. 2 .2 5 . 1 V8 S 8 L1-1/4X1-1/4X. 111 92 . 7 1 - 1648 - 4311 . 11l.x 2 . 0 3 . 8 8R S 14 L1-1/2X1-1/2.X. 115 148 . 8 1 + 72.31 + 9953 . 115x 4 .2 5 . 1 7R S 2.2 L 2 X 2 X. 137 83 . 5 1 8795 - 9000 . 137x 4 . 3 5 . 9 V9 S 8 L1-1/4X1-1/4X. 111 92 . 7 1 - 1650 - 4311 . 11lx 2 . 0 3 . 8 6R S 17 L1-1/2X1- 1/2X. 138 149 . 5 1 + 1L1362 + 11849 . 138x 5 . 1 5 . 1 5R S 27 L 2 X 2 X . 187 84 . 1 L - 11918 - 12960 . 187x 4 . 3 5 . 9 V10 S 8 L1--1/4X1-1./4X. 111 92 7 !. - 1671 - 4:ill . 11lx 2 . 0 3 . 8 4R S 25 L 2 X 2 X. 163 111 . 8 ]. + 13515 + 18'763 . 163x 5 . 6 5 . 9 3R S 29 L 2 X 2 X. 2.13 102 . 4 1 - 11334 11402 . 188x 4 . 1 4 . 8 2DR S 8 L1-1./4X1-1/4X. 111 99 . 6 1 - 1505 3909 . 1.11x 2 . 0 3 . 6 2R S 115 15/16 ROUND 169 . 5 1 + 16736 + 20709 . 222x 3 . 6 6 . 8 **RESULTANT CHORD rjBF1GN** STEEL, FY = 50 KSI -- - - - - - - - - - ------- -- -- - - - - GOV AXIAL LD PP MOMENT MP MOMENT PP MP FILR TC LC (LBS) (FT-LBS) (FT-LES) RATIO RATIO K KL/R REQD 1 19 -12570 . -197 . 7 196 . 9 . 2349 . 2283 1 . 00 37 . 1 2 1B 12232 . -2.62 . 2 154 . 6 . 2550 .2.230 1 . 00 43 . 8 3 1B -26831 . -303 . 9 244 . 6 .4565 .4668 . 75 40 . 4 4 1B -26831 . -303 . 9 228 . 8 . 4E65 .4642 . 75 40 . 4 5 1B --42847 . -294 . 2 233 . 5 . 6565 . 7205 . 75 40 .4 6 1B -42847 . -294 . 2 232 3 . 6565 . 72.03 . 75 40 .4 7 1B -54281 . -293 . 5 232 . 6 . 8017 . 9029 . 75 40 . 4 8 1.B -54281 . -2.93 . 5 232 . 5 . 801.7 . 9028 . 75 40 . 4 9 1B -61132 . -293 . 5 232 . 6 . 8888 . 9541 . 75 26 . 9 x 10 13 -61132 . -293 . 5 232 . 6 . 8888 . 9541 . 75 26 . 9 x it 1B .63400 . -2.93 . 5 232 . 5 . 9176 . 9881 . 75 26 . 9 x 12 1B -63400 . -293 . 5 232 . 6 . 9176 . 9881 . 75 26 . 9 x 13 1B 51132 . -293 . 5 232 . 6 . 8888 . 9541 . 75 26 . 9 x 14 1B -61132 . -293 . 5 232 . 6 . 8888 . 9541 . 75 26 . 9 x 1.5 1B -54281 . -293 . 5 232 . 5 . 8017 . 9028 . 75 40 . 4 16 1B -542.81 . -293 . 5 232 . 6 . 801.7 . 9029 . 75 40 .4 17 1B -42846 . -294 .2. 232 . 3 . 6565 . 7203 . 75 40 .4 18 1B -42846 . --294 . 2 233 . 5 . 6565 . 7205 . 75 40 .4 19 1B -26830 . -303 . 9 228 . 8 .4565 .4642 . 75 40 . 4 :20 '.3 -26830 . -303 . 9 244 . 6 .4565 . 4668 . 75 40 . 4 21 1B -12.231 . -262 . 2 154 . 6 . 2550 . 2230 1 . 00 43 . 8 22 1E3 -125613 . -197 . 7 196 . 9 . 2348 . 2283 1 . 00 37 . 1 GOV AXIAL LD PP MOMENT MP MOMENT PP MP FILR BC LC (LBS) (FT-LBS) (FT-LBS) RP TIo RATIO K KL/R REQD 23 24 1B 17083 . -124 . 0 202 . 5 . 3027 . 2811 1 . n0 93 . 6 25 1B 354C8 . -124 . 0 224 . 3 . 5599 . 5427 1 . 00 130 . 2 26 1.B 491- 6 . -114 . 2 227 . 6 . 7476 . 7361 1 . 00 130 . 2. 27 1B 582'19 . -112 . 9 228 . 1 . 8752 . 8645 1 . 00 130 . 2 28 1B 62833 . -11.2 . 5 228 . 1 . 9392 . 9285 1 . 00 130 . 2 29 1.2 62838 . - 112 . 9 228 . 1 . 9392 . 9285 1. . 00 1.30 . 2 30 1B 58279 . -112 . 0 2.28 . 1 . 8752 . 8645 1 . 00 130 . 2 31 1B 49136 . -114 . 2 22.7 . 6 . 7476 . 7361 1 . 00 130 . 2 32 1B 35408 . -124 . 0 22.4 . 3 . 5599 . 5427 1. . 00 130 . 2 33 1B 17083 . -124 . 0 202 . 5 . 3027 .281.1 1 . 00 93 . 6 34 TIGARD LIBRARY Fri Sep 5 11 :47 : 31 2003 SBO-03-0561 LIST 1 T1 32LH400 561 0411 Page 3 *BRIDGING REQUIREMENTS** - - -- - - - - - --- - --- --- - -- - -- - -- - -- -- - - WORKING WORKING LEN DEVELOPED NO. OF TC RYY BC RYY LENGTH / (TC RYY) SPACING ROWS 'TYPE 1 . 628 1 .440 56 . 000 412 . 710 18 . 778 2 H UPLIFT BRIDGING NO. OF SPECIFIED SPACING RCWS CLEAR SPAN BC RYY L/RYY BC LYY 14 . 000 6 50 . 333 1 .440 109. 670 14 . 000 LC BRIDGING SPACING FOR UPLIFT GOVERNS - - --- - - -- - - - - ----- - - - - - --- BRIDGING SELF' WEIGHT = 51 . 3 LBS/FT > 19 . 6 LBS/FT TRUSS SELF WEIGHT. BRIDGING/ERECTION STABILITY LAYOUT: H EX --- - - - - - - ----- - ---- -- ----- -- NOTE: 2D DIST'ANCE LEFT END PANEL NOTE: 2D DISTANCE RGHT END PANEL TIGARD LIBRARY Fri Sep 5 11 :47 : 31 2001 580-03-0c,61 LIST 1 Tl 32LH400 56 ' 04 " Page 2 - - - -- - -- - _ _ _ _ _ _ _ _ ___ ___ - - - -- - - - - --- ------ - - -- - - - **RESULTANT WEB DESIGN** STEEL FY = 50 KSI (-) COMPRESSION, (+) TENSION - - - - --- - - - - -- - ----- - ------ MIN VERT SHEAR = 2800 . L END REACTION = -11200 . LC = 1 R END REACTION = -11.200 . LC = 1 REQ DEV WELD REQ DEV MEM SEC DESCRIPTION KL/R. LC AXL LD AXL LD SIZE LEN LEN SLOT 12R 14 Ij1.--1/2Xl-1/2X. 115 148 . 8 1 + 4153 + 9953 . 115x 2 . 9 5 . 1 11R S 17 L1-1/2X1-1/2X. 138 112 . 1 1 - 4153 - 4692 . 138x 2 . 0 5 . 1 V7 S 8 Ll- l/4X].-1/4X. 111 92 . 7 1 - 1648 - 4311 . 111x_ 2 . 0 3 . 8 IOR S 14 L1-1/2X1-1/2X . 115 148 . 8 1 + 4153 + 9953 . 115x 2 . 9 5 . 1 9R S 20 L1-1/2X1-1/2X. 1'70 112 . 7 1 - 5666 - 5666 . 170x 2 .2 5 . 1 V8 S 8 L1-1/4X1 -1/4X. 1- 1 92 . 7 1 - 1648 - 4311 . 111x 2 . 0 3 . 8 8R S 14 Ijl-1/2X1-1/2X. 115 148 . 8 1 + 7231 + 9953 . 115x 4 .2 5 . 1 7R S 22 L 2 X 2 X. 137 83 . 5 1 - 8795 - 9000 . 137x 4 . 3 5 . 9 V9 S 8 L1 -1/4X1-1/4X. 111 92 . 7 1 - 1650 - 4311 . 111x 2 . 0 3 . 8 6R S 17 L1-1/2X1-1/2X. 138 1.49 . 5 1 + 10362 + 11849 . 138x 5 . 1 5 . 1 5R S 27 L 2 X 2 X. 18'' 84 . 1 1 - 11918 - 12960 . 187x 4 . 3 5 . 9 V10 S 8 L1-1/4X1-1/4X. 111 92. . 7 1 - 1671 - 4311 . 11lx 2 . 0 3 . 8 4R. S 25 L, 2 X 2 X. 163 111 . 8 1 + 1.3515 + 3-8763 . 163x 5. 6 5 . 9 3R S 29 L 2. X 2 X. 213 102 .4 1 - 11334 - 1.1402 . 188x 4 . 1 4 . 8 2DR S 8 L1-1/4X1-1/4X. 111 99 . 6 1 - 1505 - 3909 lll.x 2 . 0 3 . 6 2R S 115 15/.16 ROUND 169 . 5 .1 + 16736 + 20709 .222x 3 . 6 6 . 8 - - - --- - - - - -- --- ------ ---- - - - - **RE3UIjTANT CHORD DESIGN** STEEL FY = 50 KSI TC GOV AXIAL LD PP MOMENT MP MOMENT PP MP FILR LC (LBS) (FT-LBS) (FT--LBS) RATIO RATIO K KL/R REQD 1 1B -12570 . -197 . 7 196 . 9 . 2349 .2283 1 . OG 37 . 1 2 19 -12237. . -262 . 2 154 . 6 . 2550 . 2230 1 . 00 43 . 8 3 1B -26831 . -303 . 4 244 . 6 .4565 .4669 . -75 40 .4 4 1B -26831 . -303 . 9 228 . 8 . 4565 . 4642 . 75 40 .4 5 1B -42847 . -294 .2 233 . 5 . 6565 . 7205 . 75 40 .4 6 1B -42847 . 294 . 2 232 . 3 . 6565 . 7203 . 75 40 . 4 7 1B - 54281 . -293 . 5 232 . 6 . 8017 . 9029 . 75 40 . 4 8 1.9 -1: 4281 . -293 . 5 232 . 5 . 8017 . 9028 . 75 40 .4 9 ID -61132. . -293 . 5 232 . 6 . 8888 . 9541 . 75 26 . 9 X 10 1.B -61132 . -293 . 5 232 . 6 . 8888 . 9541 . 75 26 . 9 x 11 1B -63400 . -293 . 5 232 . 6 . 9176 . 9881 . 75 26 . 9 x 12 1B -63400 . 293 . 5 232 . 6 . 9176 . 9881 . 75 26 . 9 x 13 1B -61132 . -293 . 5 2.32 . 6 . 8888 . 9541 . 75 26 . 9 { 14 1B -61132 . -293 . 5 232 . 6 . 8888 . 9541 . 75 26 . 9 :{ 15 1D -54281 . -293 . 5 232 . 5 . 8017 . 9028 . 75 40 . 4 16 IB 54281 . -293 . 5 232 . 6 . 8017 . 9029 . 75 40 .4 17 1B -42846 . -294 . 2 232 . 3 . 6565 . 7203 . 75 40 . 4 18 113 -42846 . --294 .2 233 . 5 . 6565 . 7205 . 75 40 .4 19 1B -26830 . -203 . 9 228 . 8 .4565 . 4642 . 75 40 . 4 20 1B -26830 . -303 . 9 2.44 . 6 .4565 .4658 . 75 40 . 4 21 1B -12231 . -262 . 2 154 . 6 . 2550 . 2230 1 . 00 43 . 8 22 1B - 12569 . -197 . 7 196 . 9 . 2348 . 21283 1 . 00 37 . 1 GC. , AXIAL LD PP MOMENT MP MOMENT PP MP FILR BC LC ALBS) (FT-LBS) (FT-LBS) RATIO RATIO K: KL/R REQD 23 24 1B 17083 . -124 . 0 202 . 5 . 3027 . 2811 1 .00 93 . 6 25 1.B 3E408 . -124 . 0 ?24 . 3 . 5599 . 5427 1 .00 130 . 2 26 1B 49136 . -114 . 2 22`1 . 6 . 7476 . 7361 1 . 00 130 . 2 2.7 1B 58279 . -112 . 9 228 . 1 . 8752 . 8645 1 . 00 130. 2 28 1B 6283e . -112 . 9 228 . 1 . 9392 . 9285 1 . 00 130 . 2 29 1B 62838 . -112 . 9 228 . 1 . 939:. . 9285 1 .00 130 . 2 30 1B 58279. -112 . 9 228 . 1 . 8752 . 8645 I. - CO 130 . 2 31 1B 49136 . -114 . 2. 227 . 6 . 7476 . 7361 1 . C ) 130 . 2 32 1B 33408 . -124 . 0 224 . 3 . 5599 . 5427 ]. . CO 130 . 2 39 1B 1708.3 . -124 . 0 202 . 5 . 3J7.7 .2811. 1 . Cn 93 . 6 TIGARD LIBRARY Fri Sep 5 .11 :47 : 31 2003 S80-03-0561 LIST 1 T2 --------------------------- ----- - - --- - - ---- - - ------ -- - - - - ----------- -- ----------- ** LONG SPAN JOIST DESIGN REQUIREMENTS v1 . 01 SJI SPECS VULCRAFT ENG DEPT** ------------- ---------- -- -- --- ------- --- ------------------- --------------- -- JOIST TYPE BASE LENGTH 32LH400 54 ' 02--1 4" - ------------------- **BASIC DIMENSIONS** PARALLEL CHORDS UNDERSLUNG -------------------- DEPTH: 32 0/0 MODIFIED WARREN CONFIGURATION -- SPECIAL DIMENSIONS DEFINED -- -- LEFT END PANEL -- -- RIGHT END PANEL -- TC 2NDODIM 3AR9DIM INBTEARI05-PANE SS 3AR9D178 2NDODII70 BC 3- 6 0/0 2- 3 1/8 2- 3 1i8 3- 6 0///0 BC LATERALLY SUPPORTED AT 14- 0 0/0 ON CENTER MAXIMUM. - - - ---------------------------------- -- -- ------------------ -- **DESIGN CRITERIA** LOAD CONDITION 1 FOR. PRIMARY DESIGN --- - -------- -------------- ------ --- -- -- - - - ------- ---------- ------- TOTAL LIVE TCAXIAL TC BEND BC BEND LOAD LOAD ADLOAD LOAD LOAD LOAD TOTAL LIVE (P400 (P200 (250 . 3.0000 (•2500 (•2500 LD DEFL LD/24FL0 ---- ---------------- ----- - ----------------- **DESIGN CRITERIA** LOAD CONDITION 2 ---- --- ----- ------------------- - ---------------- Uplif't Load Only UPLIFT LOAD = 85 . PLF STRESS INCREASE ALLOWED-- ------- ---------- **CHORD DESCRIPTION** -- --- --- -- -- ---------- MAX COMB FILLERS SEC DESCRIPTION RATIO LC MEM DEV T REQ I REQ TC 39 L2-1/'2X2-1/2X.250 . 9682 1B 8 1068 . 6 557 . Y BC 38 L2-1/2X2-1/2X.230 . 9499 1B 26 N ------- ------- **DEFLECTION** -- --TOTAL LOAD---- - - - -DIVE LOAD-- - -- LC ALLOW ACTUAL GOV ALLOW ACTUAL GOV 1 2 . 81 2 . 69 1 .40 2 . 60 ------- -------------- - -- **RESULTANT WEB DESIGN** STEEL FY = 50 KSI ( - ) COMPRESSION, (+) TENSION - ------------- ----------- MIN VERT SHEAR = 2693 . L END REACTION = -10771 . LC = 1 R END REACTION = -10771 . LC = 1 REQ DEV WELD REQ DEV MEM Q SEC DESCRIPTION KL/R LC AXL LD AXL LD SIZE LEN LEN SLOT 2 S 115 15/16 ROUND 189. 7 1 + 17899 + 20709 .222x 3 . 8 6 . 0 2D S 8 L1-1/4X1-1/4X. 111 108 . 0 1 2100 - 3397 . 11lx 2 . 0 3 . 9 3 D 14 L1-1/2X1-1/2X. 115 68 . 9 1 - 12741 -� 13302 . 115x 7 . 5 9 . 9 4 S 20 I,1 -1/2X1-1/2X. 170 150 . 5 1 + 11789 + 14433 . 170x 4 . 7 5 . 1 V2 S 8 L1-1/4X1-1/4X. 111 93 . 0 1 - 1521 - 4290 . 11lx 2 . 0 3 . 8 5 S 25 L 2 X 2 X. 163 84 . 0 1 - 10375 - 11036 . 163x 4 . 3 5 . 9 6 S 17 Ll-1/2X1-1/2X. 138 149. 8 1 + 8773 + 1.1849 . 130x 4 . 3 5 . 1 V3 S 8 L1-1/'4X1-1`/4X. 111 93 . 0 1 - 1616 - 4290 . 111x2 . 0 3 . 3 7 S 22 L 2 X 2 X. 137 83 . 7 1 - 7221 - 8986 . 137x 3 . 5 5 . 9 8 S 14 L1-1/2X1-1/2X. 115 149. 1 1 + 5657 + 9953 . 115x 3 .3 5 . 1 4 . 111x 2 . 0 9 S 187 L1-1%2X1 -].%2X. 136 112 .3 1 - 4095 - 4674 8 .138x 2 . 0 5 . 1 10 S 14 L1 -1/2X1- 1/2X. 115 149. 1 1 + 3988 + 9953 . 115x 2 . 9 5 . 1 V5 S 8 L1-1/4X1-1/4X. 111 93 . 0 1 - 1623 - 4290 . 11lx 2 . 0 3 . 8 11 S 14 L1-1/2X1-1/2X. 7.15 111 . 8 1 - 3588 - 3988 . 115x- 2 . 3 5 . 1 1V6 S 18 L1-1%4X1-1 X. 111 193 .0 1 - 1623 - 4290 . 111x 2 . 0 3 . 8 TIGARD LIBRARY Fri Sep 5 11 :47 : 31. 2003 S80-03-0561 LIST 1 T2 32LH400 54 ' 02-1/4" Page 2 ---------------------------------------- -- - -------------- -------------------- - **RESULTANT WEB DESIGN** STEEL FY = 50 KSI (-) COMPRESSION, (+) TENSION - ----------------------- MIN VERT SHEAR = 2693 . L END REACTION = -10771 . LC = 1 R END REACTION = -10771 . LC = 1 REQ DEV WELD REQQ DEV MEM SEC DESCRIPTION KL/R LC AXL LD AXL LD SIZE LEIS LEN SLOT 1OR 14 L1-1/2X1-12X . 115 149. 1 1 + 3988 + 9953 . 115x 2 . 9 5 . 1 9R S 17 L1-1/2X1-1/2X. 138 112 .3 1 - 4095 - 4674 . 138x 2 . 0 5 . 1 V7 S 8 L1-1/4X1-1/4X. 1.11 93 . 0 1 - 1623 - 4290 . 11lx 2 . 0 3 . 8 8R G 14 L1-1/2X1-1/2X. 115 149 . 1 1 + 5656 + 9953 . 115x 3 . 3 5 . 1 "R S 22 L 2 X 2 X. 137 83 . 7 1 - 7221 - 8986 . 137x 3 . 5 5 . 9 V8 S 8 L1-1/4X1-1/4X. 111 93 . 0 1 - 1616 - 4290 . Illx 2 . 0 3 . 8 6R S 17 L1-1/2X1-1/2X. 138 149. 8 1 + 8773 + 11849 . 138x 4 . 3 5 . 1 5R S 25 L 2 X 2 X. 163 84 . 0 1 - 10374 - 11086 . 163x 4 .3 5 . 9 V9 S 8 L1-1/4X1-1/4X. 111 93 . 0 1 - 1521 - 4290 . Illx 2 . 0 3 . 8 4R S 20 L1-1/2X1-1/2X. 170 150 . 5 1 + 11789 + 14433 . 170x 4 . 7 5 . 1 3R D 14 L1-1/2X1-1/2X. 115 68 . 9 1 - 12741 - 13302 . 115x 7 . 5 9 . 9 2DR S 8 L1-1/4X1-1 4X. 111 108 . 0 1 - 2100 - 3397 lllx 2 . 0 3 . 9 2R S 115 15/16 ROUND 189.7 1 + 17899 + 20709 .222x 3 . 8 6. 0 -- ---- --- ------------- ------- **RESULTAIIT CHORD DESIGN** STEEL FY = 50 KSI ------- -- -------- - -- ---- -- GOV AXIAL LD PP MOMENT MP MOMENT PP MP FILR TC LC (LBS) (FT-LBS) (FT-LBS) RATIO RATIO K KL/R REQD 1 1B -14424 . -493 . 0 128 . 9 .4525 .2684 1 . 00 44 . 8 2 1B -13640 . -494 . 3 456 . 1 .4421 .4,'.87 1 . 00 91 . 8 3 1B -30549. -494 . 3 181 . 7 . 6794 . 5634 .75 48 . 8 4 1B -30549 . -305 . 8 250 . 0 . 5838 . 5781 .75 48 . 8 5 1B -44248 . -305 . 8 229 . 1 . 7761 . 8099 . 75 48 . 8 6 1B --442.48 . -294 .4 233 . 7 . 7703 . 8111 . 75 48 . 8 7 1B -53362 . -294 .4 232 .2 . 8982 . 9682 . 75 48 . 8 8 1B -53363 . -293 .6 232 . 6 . 8978 . 9682 . 75 48 . 8 9 1B -57906 . -293 . 6 232 . 5 . 9616 . 9615 . 75 32 . 6 x 10 1B -57906 . -293 . 5 232 . 6 P616 . 9615 . 75 32 . 6 x 11 1B -57906 . -2.93 . 5 232 . 6 . 9616 . 9615 . 75 32 . 6 x 12 1B -57906 . -293 . 6 232 . 5 . 9616 . 9615 . 75 32 . 6 x 1.3 1B -53362 . -293 . 6 232 . 6 . 8978 . 9682 . 75 48 . 8 14 1B -53362 . -294 .4 232 . 2 . 8982 . 9681 .75 48 . 8 15 1B -44248 . -294 .4 233 . 7 . 7703 . 8111 . 75 48 . 8 16 19 -44248 . -305 . 8 228 . 1 . 7761 . 8099 . 75 48 . 8 17 1B -30549 . -305 . 8 250 . 0 . 5838 . 5781 . 75 48 . 8 18 1B -30549 . -494 .3 181 . 7 .6794 . 5634 . 75 48 . 8 19 1B -13640 . -494 . 3 456 . 1 .4421 .4487 1 . 00 91 . 8 20 1B -14424 . -493 . 0 128. 9 .4525 .2684 1 . 00 44 . 8 GOV AXIAL LD PP MOMENT MP MOMENT PP MP FILR B1 LC (LAS) (FT-LBS) (FT-LBS) RATIO RATIO K KL/R REQD 22 13 22078 . -122 . 3 254 .2 . 4023 . 3FO5 1 . O0 120 . 1 23 11 37984 . -122 . 3 229 . 1 . 6440 . 6267 1 . 00 130 . 0 24 11 49377 . -113 . 5 228 . 0 . 8122 . 7996 1 . 00 130. 0 25 1B 56205 . -112 . 9 228 . 1 . 9156 . 9033 1 . 00 130 . 0 26 1B 58464 . -112. . 9 228 . i . 9499 . 9377 1 .00 130 . 0 27 1B 562.05 . -112 . 9 228 . 1 . 9156 . 9033 1 . 00 130 . 0 28 1B 49377 . -113 . 5 228 . 0 . 8122 . 7996 1 . 00 130 . 0 29 1B 37984 . -122 . 3 229 . 1 . 6440 .6267 1. 00 130 . 0 30 1B 22078 . -122 .3 254 .2 .4023 .3905 1.00 120 . 1 31 I TIGARD LIBRARY Fri Sep 5 , 11 : 17 : 31 2003 SBO-03-0561 LIST 1 T2 32LH,100 54 ' 02-1/4" Page 3 - - - ----- ----- - - - - --- --- --- - ---- ---- ---- ------ - - - - - **BRIDGING REQUIREMENTS** - - - - - - ---- - - -- - - -- - - WORKING WORKING LEN DEVELOPED NO. OF TC RYY BC RYY LENGTH / (TC RYY) SPACING ROWS TYPE 1 .440 1 .435 53 . 854 448 . 799 18 . 063 2. H UPLIFT BRIDGING NO. OF SPECIFIED SPACING ROWS CLEAR SPAN BC RYY L/RYY BC LYY 14 . 000 6 47 . 188 1 . 435 110 . 024 14 . 000 BC BRIDGING SPACING FOR UPLIFT GOVERNS BRIDGING SELF WEIGHT = 42 . 5 LBS/FT > 17 . 9 LBS/FT TRUSS SELF WEIGHT. BRIDGING/ERFC'PTON STABILITY LAYOUT: H EX NOTE: 2D DISTANCE LEFT END PANEL NOTE: 2D DISTANCE RGHT END PANEL TIGARD LIBRARY Fri Sep 5 11 : 47 : 31 2003 S80-03-0561 LIST 1 T3 ----------- --- - -- ------- - - -- - -- -- ---- - ------- --- --------- ------------------------ ** LONG SPAN JOIST DESIGN REQUIREMENTS v1 . 01 SJy SPECS VULCRAFT ENG DEPT** - - ----- --- ----------- - ------- ----------------- -- - - - - - JOIST TYPE BASE LENGTH 32LH400 52 ' 00-1/4" - ------------------- **BASIC DIMENSIONS** PARALLEL CHORDS UNDERSLUNG ------------- ------ --- DEPTH: 32 0/0 MODIFIED WARREN CONFIGURATION -- SPECIAL, DIMENSIONS DEFINED - - -- LEFT END PANEL - - -- RIGHT END PANEL - - END DI VAR DI INTERIOR PANEIS 'JAR DI END DIM TC 2- 0 070 2- 8 1.8 8 AT 5- 4 OjO 2- 8 1 8 2 - 0 0/0 BC 3- 0 0/0 1- 8 1/8 8 1/8 3- 0 0/0 BC LATERALLY SUPPORTED AT 14- 0 0/0 ON CENTER K: XIMUM. ------- ------------------ ------------------------------------ - - **DESIGN CRITERIA** LOAD CONDITION 1 FOR PRIMARY DESIGN -- -- - ------------- ----------- ---- -------- -------- --------------- - - TOTAL LIVE TCAXIAL TC BEND BC BEND LOAD LOAD ADLOAD IJAD LOAD LOAD TOTAL LIVE (P400 (P200 (250 . 3.0000 ( .2500 (•2500 LD DEFL LD/D40FL ---------- ------------------------------- ---- **DESIGN CRITERIA** LOAD CONDITION 2 -- -- - ------------•------------------------------ Uplift Load Only UPLIFT LOAD = 85 . PLF STRESS INCREASE ALLOWED-- **CHORD DESCRIPTION** ---------------------- - MAX COMB FILLERS SEC DESCRIPTION RATIO LC MEM DEV I REQ I REQ TC 38 L2-1/2X2-1/2X.23C) . 0 16 989. 1 493 . N BC 36 L- 2-1/2X2-1/2X.21! 955 B 2 -------------- **DEFLECTION** - -- - --------- - ----TOTAL LOAD- --- --- -LIVE LOAD--- -- LC ALLOW ACTUAL GOV ALLOW ACTUAL GOV 1 2 . 57 2 . 58 1 . 28 2 . 55 ------------ ---------- ---- **RESULTANT WEB DESIGN** STEEL FY = 50 KSI (- ) COMPRESSION, (+) TENSION -------------------- ---- MIN VERT SHEAR = 2584 . L END REACTION = -10337 . LC = 1 R END REACTION = -10337 . LC = 1 REQ DEV WELD REQ DEV MEM Q SEC DESCRIPTION KL/R LC AXL LD AXL LD SIZE LEN LEN SLOT 2 S 115 15/16 ROUND 172 .2 1 + 15452 + 20709 .222x 3 . 3 5 .4 3D D 14 L1-1%2X1-1/2X. 115 1601 .07 1 - 11161 - 14046 . 115x 6 . 5 9 .6 4 S 20 L1-1/2X1-1/2X. 170 150 . 6 1 + 11902 + 14433 . 170x 4 . 7 5 . 1 V2 S 8 L1-1/4X1- 1/4X. 111 93 . 1 1. •- 1595 -- 4287 . 11lx 2 . 0 3 . 8 5 S 25 L 2 X 2 X. 163 84 . 0 1 - 10347 - 11084 . 163x 4 . 3 5 . 9 6 S 17 L1-1/2X1-1/2X. 138 149. 8 1 + 8783 + 11849 . 138x 4 .3 5 . 1 V3 S 8 L1-1/4X1-1/4X. 111 93 . 1 1 - 1600 - 4287 . 111x 2 . 0 3 . 8 7 S 22 L 2 X 2 X. 137 83 . 7 1 - 7221 - 8984 . 137x 3 . 5 5. 9 8 S 14 L1-1/2X1-112X. 115 149.2 1 + 5659 + 9953 . 115x 3 . 3 5 . 1 94 S 17 Ll-..1%2X 1-1%2X. 138 112 .4 1 - 4096 - 4672 . 138x 2 . 0 5 .81 10 S 1.4 L].-1/2X1-1/2X. 115 149.2 1 + 3831 + 9953 01 - 4287 . 115x 2 . 9 5 . 1 11 S 14 L1-1%2X1-1%2X. 115 111 . 9 1 - 3831 - 3959 . 115x 2 .2 5 . 1 1V6 S 18 L1-1%4X1-14X . 111 193 . 1 1 1600 - 4287 . 11.ix 2 . 0 3 . 8 TIGARD LIBRARY Fri Seo 5 11 :47 : 31 2003 580-03-0561 LIST 1 T3 32LH400 52 ' 00-1/4 " Page 2 ---- --- - --- -- -- - - --- - ----- -- - - - - --- - - --- - ---- --- ----- --- ---- - - - -- - - --- -- - -- --- -- **RESULTANT WEB DESIGN** STEEL FY = 50 KSI ( - ) C.OMPRESSION ( +) TENSION ------ - --- --- -- - - ---- -- - --- - MIN VERT SHEAR = 2584 . L, END REACTION = -10337 . LC = 1 R END REACTION = -10337 . LC = 1 REQ BEV WELD REQ DEV MEM Q SEC DESCRIPTIOtj KL/R LC AXL LD AXL LD SIZE LEN LEN SLOT 1OR S 14 L1-1/2X1-1/2X. 115 149 . 2 1 3831 + 9953 . 115x 2 . 9 5 . 1 9R S 17 L1-1/2X1-1/2X. 138 112 .4 l - 4096 - 4672 . 138x 2 . 0 ' . 1 V7 S 8 Ll-1/4X1-1/4X. 111 93 . 1 1. 1.600 - 4287 . 111.x 2 . 0 3 . 8 SR S 14 L1-1/2X1-1/2X. 115 149 .2 1 + X659 + 9953 . 115x 3 . 3 5 . 1 7R S 22 L 2. X 2 X. 137 83 . 7 1 - 7221 - 8984 . 137x 3 . 5 5 . 9 V8 S 8 L1-1/4X1-1/4X. 111 93 . 1 1 - 1600 - 4287 . 111x- 2 . 0 3 . 8 6R S 17 L1-1/2X1 -1/2X. 138 14q . 8 1 +- 8783 1 11849 . 138x 4 . 3 5 . 1 5R S 25 L 2. X 2 X. 1.63 84 . 0 1 - 10347 - 11084 . 163x 4 . 3 5 . 9 V9 S 8 Ll-1/4X1-1/4X. 111 93 . 1 1 - 1595 - 4287 lllx 2 . 0 3 . 8 4R S 20 L1-1/2X1-1/2X. 170 150 . 6 1 + 11902 + 14433 . 170x 4 . 7 5 . 1 3R D 14 L1-1/2X1- 1/2X. 11F� 61 . 7 1. - 11161 - 14046 . 115x 6 . 5 9 . 6 2DR S 8 Ll-1/4X1-1/4X. 111 100 . 0 1 - 1609 - 3886 lllx 2 . 0 3 . 5 2.R S 115 15/16 ROUNb 172 . 2 1 + 15451 + 20709 . 222x 3 . 3 5 .4 **RESULTANT CHORD DESIGN** STEEL Fri = 50 KSI - ---- -- - - - - -- --- -- - -- - - - - - - GOV AXIAL LD PP MOMENT MP MOMENT PP MP FILR TC LC (LBS) (FT-LBS) (FT-LBS) RATIO RATT.O K KL/R REQD 1 1B -11636 . -2"71 . 5 177 . 5 . 3253 . 2509 1. . 00 i4 . 7 2 1B -11.243 . - 303 . 3 243 . 6 . 3369 . 2907 1 . 00 65 . 2 3 1B -25989 . - 303 . 5 2.28 . 9 . 5609 . 5363 . 75 48 . 7 4 1B .25989 . -294 .2 233 . 5 . 5558 . 5374 . 75 48 . 7 5 1B -39677 . -294 .2 232 . 3 . 7637 . 7935 . 75 48 . 7 6 1B -39677 . -293 . 5 232 . 6 . 7634 . 7936 . 75 48 . 7 7 1B -48794 . -293 . 5 232 . 5 . 9019 . 9644 . 75 48 . 7 8 1B -48794 . -293 . 5 232 . 6 . 9019 . 9644 . 75 48 . 7 9 1B -53338 . -293 . 5 232 . 6 . 9709 . 9650 .75 32 . 5 x 1.0 1B -53338 . -293 . 5 232 . 6 . 9709 . 9650 . 75 32 . 5 x 11 1B -53339 . -293 . 5 232 . 6 . 9709 . 9650 . 75 32 . 5 x 12 1B -53338 . -293 . 5 232 . 6 . 9709 . 9650 . 75 32 . 5 x 13 1B -48794 . -293 . 5 232 . 6 . 9019 . 9644 . 75 48 . 7 14 1B -48794 . -293 . 5 232 . 5 . 9019 . 9644 . 75 48 . 7 i5 1B -39677 . -293 . 5 232 . 6 . 7634 . 7936 . 75 48 . 7 1.6 1B -39677 . -294 .2 232 . 3 . 7637 . 7935 . 75 48 . 7 17 1B -25989 . -294 . 2 233 . 5 . 558 . 5374 . 75 48 . 7 18 1B -25989 . -303 . 5 228 . 9 . 5609 . 53F3 . 75 48 . 7 1-9 3B - 11243 . -303 . 5 243 . 6 . 3369 . 2907 1 . 00 65 . 2 20 1B --11636 . -2.71 . 5 177 . 5 . 3253 . 2.509 1 . 00 44 . 7 GOV AXIAL I-D LSP MOMENT MP MOMENT PP MP r ILR Bi LC' (LBS) (i"T'-LBS) (FT-LBS) RATIO RATIO K KL/R REQD 2 22 1B '17435 . -11'/ . 0 22.6 . 8 . 3553 . 3386 1 . 00 105 . 6 23 1B 33405 . -117 . 0 226 . 7 .01'75 . 6008 1 . 00 129 . 7 24 iB 44801 . -113 . 7 227 . 8 8028 . 7883 1 . 00 129. 7 25 1B 51638 . -112 . 9 228 . 1 : 144 . 9005 1 . 00 129 . 7 26 1B 53896 . -112 . 9 228 . 1 „ 9515 . 9376 1. . 00 129 . 7 27 1B 51638 . -112 . 9 228 . 1 . 9144 . 9005 1 . 00 129 . 7 2.8 1B 44807 . -113 . 7 2.27 . 8 . 8028 . 7883 1 . 00 129 . 7 29 1B 33405 . -117 . 0 226 . 7 . 6175 . 6008 1 . 00 129 . 7 30 1B 17435 . -117 . 0 226 . 8 . 3553 . 3386 1 . 00 105 . 6 31 TIGARD LIBRAR)' Fri Sep 5 11 :47 : 31 2003 S80-03-0561 LIST 1 T3 32LH400 52 ' 00-1/4 " Page 3 - - -- - - - -- -- - - - --- - - --- - --- -- - - -- - -- - - - - - -• -- - - - - -- - -- - - - - - -- --- - - - - --- - - - - - - - --- **BRIDGING RFQU-LREMENTt,** - --- - - - -- -- -- - --- - - - -- --- - WORKING --- - - - - - - --- - - - -- ---- - WORKING WORKIN3 LEN DEVELOPED NO. OF TC RYY BC RYY LENGTH / (TC RYY) SPACING ROWS TYPE 1 .435 1 . 431 51 . 688 432 . 133 17 . 340 2 H UPLIFT BRIDGING NO. OF SPECIFIED SPACING ROWS CLEAR :SPAN BC RYY L/RYY Ec LYY 14 . 000 E 46 . 021 1 .431 110 . 343 14 . 000 BC BRIDGING SPACING FOR UPLIFT GOVERNS - --- - ------ -- ----- - -- - - --- BRIDGING SELF WEIGHT = 44 .4 LBS/FT > 16 . 8 LBS/FT TRUSS SELF WEIGHT. BRIDGING/EREC:TION STABILI'T'Y LAYOUT: H EX NOTE: 2D DISTANCE LEFT END PANEL NOTE: 2D DISTANCE RGHT END PANEL TIGARD LIBRARY Fri Sep 5 11 :47 : 31 2003 S80-03-0561 LIST 1 T4 -- ----------- ------------ ---------------------------- - -- -- - -------------- - ---- ** LONG SPAN JOIST DESIGN REQUIREMEN'T'S v1 . 01 SJI SPECS VULCRAFT ENG DEPT** ----- -- -------------- ---- ---- ----- ------------------- -- - - ------------------ --- JOIST TYPE BAST; LEN TH 32LH400 49 ' 10-1 211 - -------------- ------ **BASIC DIMENSIONS** PARALLEL CHORDS UNDERSLUNG ---------------- ------ DEPTH: 32 0/0 MODIFIED WARREN CONFIGURATION -- SPECIAL DIMENSIONS DEFINED --- -- LEFT END PANEL -- -- RIGHT END PANEL -- END TC 2- 0 070 lAR7D174 INTERIORA -PP4,NEOI�O iAR7D174 ONDOD0ly0 BC 2-10 0/0 0- 9 1/4 / 0- 9 1/4 2-10 0///0 BC LATERALLY SUPPORTED AT 14- 0 0/0 ON CENTER MAXIMUM. - -------------------------------------------------------------- **DESIGN CRITERIA** LOAD CONDITION 1 FOR PRIMARY DESIGN ---- - ----- - ------ -------- ------------------- --------- -------------- TOTAL LIVE TCAXIAL TC BEND BC BEND LOAD LOAD ADLOAD LOAD LOAD LOAD TOTAL LIVE (P400 (P200 (250) 3.0000 (•2500 (•2500 LD DEFL LL/D40L - ------------ - ------------------------------ **DESIGN CRITERIA** LOAD CONDITION 2 --- - --------------- --------------------------- - Uplift Load Only UPLIFT LOAD = 85 . PLF STRESS INCREASE ALLOWED-- **CHORD DESCRIPTION** --------------------- MAX COMB FILLERS SEC DESCRIPTION RATIO LC MEM DEV I REQ I REQ TC 36 L2-1/2X2-1/2X.212 . 9856 1B 9 920 . 9 434 . Y BC 32 L 2 X 2 X.250 . 9696 1B 26 N - ------------- **DEFLECTION** ------- ------ - ----TOTAL LOAD- --- ----LIVE LOAD- - - - - LC ALLOW ACTUAL GOV ALLOW ACTUAL GOV 1 2 . 33 2 .48 1 . 16 2 . 50 - ----------- -- ---- ------ **RESULTANT WEB DESIGN** STEEL FY = 50 KSI (-) COMPRESSION, (+) TENSION MIN VERT SHEAR = 2477 . L END REACTION = -9908 . LC = 1 R END REACTION = -9908 . LC LC = 1 DV MEM Q SEC DESCRIPTION KL/R LC AXLQLD AXL`�LD SIZE WELD EEI� LEEN SLOT 2 S 115 15/16 ROUND 169 . 5 1 + 14229 + 20709 . 222x 3 . 0 5 . 3 2D S 8 L1-1/4X1-1/4X. 111 98 . 3 1 - 1258 - 3988 . 11lx 2 . 0 3 . 2 3 S 27 L 2 X 2 X. 187 97 . 7 1 - 9538 - 10859 . 187x 3 .4 4 . 3 4 S 25 L 2 X 2 X. 163 112 .2 1 + 11937 + 18763 . 163x 4 . 9 5 . 3 V2 S 8 L1--1/4X1-1/4X. 111 93 .4 1 - 1618 - 4267 . 11lx 2 . 0 3 . 1 5 S 25 L 2 X 2 X. 163 84 . 2 1 - 1.0318 - 11065 . 163x 4 . 3 5 . 3 6 S 17 L1-1/2X1-1/2X. 138 150 . 1 1 + 8774 + 11849 . 138x 4 .3 4 . 6 V3 S 8 L1. 1/4X1-1/4X. 111 93 .4 1 - 1581 4267 . 11lx 2 . 0 3 . 1 7 S 22 L 2 X 2 X. 137 83 . 8 1 - 7210 - 8971 . 137x 3 . 5 5 .3 8 S 14 Ll-1/2X1-1/2X. 115 149 .4 1 + 5651 + 9953 . 115x 3 . 3 4 . 6 V4 S 0 L1-1/4X1-1/4X. 111 93 .4 1 - 1578 - 4267 . 11lx 2 . 0 3 . 1 10 S 14 L1-1%2X1- 1%2X. 115 149 . 4 1 + 3668 + 9953 . 115x 2 . 9 4 . 6 V5 S 8 L1-1/4X1-1/4X. 111 93 .4 1 - 1578 - 4267 . 11lx 2 . 0 3 . 1 11 S 11R S 14 L1-1/2X1-1%2X. _,15 1115 2 . 1 1 - 3668 - 3944 . 115x 2 . 1 4 . 6 V6 S F LJ.-1/4X1-1/4X. 111 93 .4 1 - 1578 - 4267 . 11lx 21 . 0 3 . 1 1 A INSTALL- A TIO N a'I �` Z CD � '° .AND LAYOUT -- � - � -1 DETAIL • �---23 1/2 � 39 1/4 24 1/2 i N � 11 h M] {- --� NO TES.- 1. ES:1. FOR WIRING INTO JUNCTION BOX. B ii 2. ONLY AVAILABLE IN 203V-240V/1PH/60HZ. Q 3. DRAIN HOSE END HAS 1 1/8" lG BY 1 1/8" FRONT RIGHT SIDE m JEEP FLEXIBLE RUBBER CUFF. GS74 AUTOMATIC UNDERCOUNrER DISHWASHING MACHINE Fly: 57D/cs1+ /NSTALLA TION CONNECTIONSIL9- 6245 Skate Rd. Tel. 215-624-4800 L TIS DESCRIPTION f SIZE jI NSINGER PA 1191135in2996 FAX' 215-624—b966 A HOT WATER TO FINAL RINSE & AUTO FILL - 710' / 140' F 314 FIPS x 3 112' LG. FLEXIBLE HOSE SCALE: J14 _ 1 '-o" DWG. N0. REV. _ B ELECT. SERVICE (1.5 HP t 5 KW = 30 FLA) NOTES 1 & 2. 10-3L x 8 FT LG. SJ CAP'_E PRAWN: EMM 1.5.00 G514 B IC DRAIN CONNECTION � 3 4" x 4' LG. FLEXIBLE HOSE NOTE 3 APPROVED: E6A 1.5.00 NOTICE: IF THE PRINT OR TYPE ON ANY ��� � � � � � i ISI iii iii iii ISI ISI TSI ISI I� TjFjl I r1-r iir r�i -r� r ili r11 iii r� � � � i iJi � � i I 1I ISI ISI ill fll ISI ill ISI III ISI I (I 111 �Tr( f� f( T� 1 � 1 � 1 ' I � I ISI I � I � I � I �� 111 I 12 I � f3 �iT 411 1f1 IMAGE IS NOT AS CLEAR AS THIS NOTICE, � � _ rj� I 6� I __rf I $ __ �_� I _ 10C_ � 11 j2 D-,e, � �GC� yIT IS DUE TO THE QUALITY OF THE No.�eJ ORIGINAL DOCUMENT �pE 8Z 8TZ �7, 812 Z 1Z-6TI�---L� Bi 9I 6T ET Zi Lt T 6 F11ill llllt�l��l lel IIIIINIII TIGARD LIBRARY Fri Sep 5 11 :47 : 31 2003 S80-03-0561 LIST 1 T4 32LH400 49 ' 10--1/2" Page 2 - -- - - - -- - -- --- - - - -- - -- - - -- - --- ----- - - - ------ - - - -- - --- ------- - - -- - - - - - -- - - - - -- - - **RESULTANT WEB DESIGN** STEEL FY = 50 KSI (- ) COMPRESSION, (+) TENSION - - -- - - -- - - - -- - - - - - MIN VERT SHEAR = 2477 . L END REACTION = -9908 . LC = I R END REACTION = -9908 . I.0 = 1 F'.EQ DEV WELD REQ DEV MEM Q SEC DESCRIPTIO KL/R LC AXL LD AXL LD SIZE LEN LEN SLOT 1OR S 14 L1-1./2X1-1.2X. 115 149 . 4 1. + 3668 + 9953 . 115x 2 . 9 4 . 6 9R S 17 Ll-1/2X1-1/2X. 138 112 . 6 1 -- 4090 4654 . 138x 2 . 0 4 . 6 V'7 S 8 L1.-1/4X1-1/4X. 111 93 .4 1. - 1578 - 4267 lllx 2 . 0 3 . 1 8R S 14 L1--1/2X1- 1/2X. 115 149 . 4 1 + 5651. + 9953 . 115x 3 . 3 4 . 6 7R S 22 L 2 X 2 X. 137 83 . 8 1 - 7210 - 8971 . 13'7x 3 . 5 5 . 3 V8 S 8 Ll-1/4X1-1/4X. 111 93 .4 1 - 1581 - 4267 . 111.x 2 . 0 3 . 1 6R S 17 Ll-1/"2X1-1/2X. 138 150 . 1 1 + 8774 + 11849 . 138x 4 . 3 4 . 6 5P S 25 L 2 X 2 X. 163 84 . 2 1 - 10�1F - 11065 . 163x 4 . 3 5 . 3 V9 S 8 L1-1/4X1-1/4X. 111 93 . 4 1 - IC18 - 4267 lIlx 2 . 0 3 . 1 4R S 25 L 2 X 2 X. 163 112 .2 1 + 11936 + 18763 . 163x 4 . 9 5 . .3 3R S 27 L 2 X 2 X. 187 97 . 7 1 - 9538 - 10859 . 187x 3 . 4 4 . 3 2DR S 8 L1-1/4X1-1/4X. 111. 98 . 3 1 - 1258 - 3988 . 111x 2 . 0 3 . 2 2R S 115 15/16 ROUND 169 . 5 1. + 14229 + 20709 . 222x 3 . 0 5 . 3 - --- - - - - -- - - - --- - - - - -- - - - - - **RESUL'lANT CHORD DESIGN** STEEL FY = 50 KSI - - --- -- ---- -- -- -- - - - ------ - - GOV AXIAL LD PP MOMENT NIP MOMENT PP MP FILR TC LC (LBS) (FT-LBS) (FT-LBS) RATIO RATIO K KL/R REQD I 1B -10330 . -159 .4 210 . 6 . 2636 . 2593 1 . 00 44 . 6 2. 1B -10098 . -240 .4 63 . 7 . 3076 . 2127 1 . 00 39 . 0 3 1B -21575 . -312 . 5 253 . 8 . 5385 . 5084 . 75 49 . 6 4 1B -21575 . -312 . 5 225 . 7 . 5385 . 5013 . 75 48 . 6 5 1B -35216 . -294 . 8 234 . 3 . 7521. . 7867 . 75 48 . 6 6 1B -35216 . -294 . 8 232 . 1 . 7521 . 7861 . 75 48 . 6 7 1B -44305 . -293 . 6 232 . 7 . 9006 . 9750 . 75 48 . 6 8 1B . 44305 . -293 . 6 2.32 . 5 . 9006 . 9750 . 75 48 . 6 9 lE -48836 . -293 . 5 232 . 6 . 9749 . 9856 . 75 32 .4 x 10 113 .48836 . -293 . 5 232 . 5 . 9749 . 9856 . 75 32 .4 x 11 1B -48836 . -293 . 5 232 . 5 . 9749 . 9856 . 75 32 .4 x 12 1.B -48836 . -293 . 5 232 . 6 . 9749 . 9856 . 75 32 .4 x 1.3 lB -44305 . -293 . 6 232 . 5 . 9006 . 9750 . 75 48 . 6 14 1B -44305 . -293 . 6 232 . 7 . 906 . 9750 . 75 48 . 6 15 IB -35216 . -294 . 8 232 . 1 . 7521 . 7861 . 75 48 . 6 16 1B 35216 . -294 . 8 234 . 3 . 7521 . 7867 . 75 48 . 6 17 1B -21575 . -312 . 5 225 . 7 . 538.5 . 5013 . 75 48 . 6 18 1B -21575 . 312 . 5 253 . 8 . 5385 . 5084 . 75 48 . 6 19 1B -10098 . -240 . 4 6:3 . 7 . 3076 . 2127 1 . 00 39 . 0 20 1B -10329 . -159 .4 210 .6 .2636 . 2593 1 . 00 44 . 6 GOV AXIAL LD FID f4OMENT MP MOMENT PP MF FILR Bi LC (LBS) (rT-LESS) (FT-LBS) RATIO RATIO K KL/R REQD 7.2 113 13009 . -130 . 1 1.83 . 5 . 3367 . 2937 1 . 00 105 . 5 23 19 28960 . -130 . 1 222 . 4 . 6203 . 5906 1 . 00 163 . 6 24 1B 40.330 . -114 . 7 227 . 5 .8099 . 7944 1 . 00 163 . 6 25 1B 47140 . -112 . 9 228 . 1 . 9295 . 9157 1 . 00 1.63 . 6 26 IB 49392 . -112 . 9 228 . 1 . 9696 . 9557 1 . 00 163 . 6 27 1B 47140 . -112 . 9 228 . 1 . 9295 . 9157 1 . 00 163 . 6 28 1B 40330 . -11.4 . 7 227 . 5 . 8099 . 7944 1 . 00 163 . 6 29 19 28960 . -130 . 1 222 4 .6203 . 5906 1 . 00 163 . 6 30 1.B 13008 . -130 . 1 1.83 . 5 .3367 .2937 1 . 00 105 . 5 31 TIGARD LIBRARY Fri Sep 5 11 :47 : 31 2003 580-03-0561 LIST 1 T4 32LH400 49 ' 10-1/2" Page 3 - - -- -- -- - - - - -- - --- - ----- - - -- -- ------ - - -- - -- - - - - ---- - - -- -- ---- - - - -- - -- -- - -- - - -- - - - **BRIDGING -- - - -- -- ------ - -- - - - **BRIDGING REQUIREMENTS** WORKING WORKING LEN DEVELOPED NO. OF TC RYY BC RYY LENGTH / (TC RYY) SPACING ROWS TYPE 1 .431 1 .2.50 49. 542 415 . 392 16 . 625 2 FI UPLIFT BRIDGING 140. OF SPECIFIED SPACING ROWS CLEAR SPAN BC RYY L/RYY BC LYY 14 . 000 6 44 . 208 1 . 250 126 . 336 14 . 000 BC BRIDGING SPACING FOR UPLIFT GOVERNS -- - -- - ----- ------ ------- - - BRIDGING SELF WEIGHT = 48 . 9 LBS/FT > 15 . 9 LBS/FT TRUSS SELF WEIGHT. BRIDG?NG/r,RECTION STABILITY LAYOUT: H EX - - - - -- -- - ---- - - -- -- -- --- - NOTE : 2.D DISTANCE LEFT END PANEL NOTE: 2.D DISTANCE RGHT END PANEL I C TIGARD LIBRARY Fri Sep 5 11 :47 :31 2003 S80-03-0561 LIST 1 T5 - - --- --------- ----- ------- ------ -------- ---- - ------ ---- ------ -------- - ----- -- --- ** LONG SPAN JOIST DESIGN REQUIREMENTS v1 . 01 SJI SPECS VULCRAFT ENG DEPT** -- ---------------- ---- -- --------- ---------- ------ - ------ --------------------- --- JOIST TYPE BASE LENGTH 32LH400 47 ' 08-1/2" - **BASIC DIMENSIONS** PARALLEL CHORDS UNDERSLU.7G -- ---- ------------- - DEPTH: 32 0/0 MCDIFIED WARREN CONFIGURATION -- SPECIAL DIMENSIONS DEFINED -- -- LEFT END PANEL -- - RIGHT END PANEL N-}- END TC 2- 0DI VAR 070 3- 2D1�4 INTERIOR 3- 2S VAR D1/4 2NDOD0/0 BC 3- 0 0/0 2- 2 1/4 2- 2 1/4 3- 0 0/0 &_ LATERALLY SUPPORTED AT 14- 0 0/0 ON CENTER MAXIMUM. ---------------------- ------------- --------------------------- **DESIGN CRITERIA** LOAD CONDITION 1 FOR PRIMARY DESIGN ---- ---------------- ------ ----------------------- ------------- - - -- TOTAL LIVE TCAXIAL TC BEND BC BEND LOAD LOAD 1-\DLOAD LOAD LOAD LOAD TOTAL LIVE (P400 (P200 (250) 30000 ( .2500 ( . 2500 LD DEFL LD/D40L ---- --------- -- --- -- - - -- --- ------ --------- - **DESIGN CRITERIA** LOAD CONDITION 2 ---- - ----- --- -------------- ---------- ---------- Uplift Load Only UPLIFT LOAD = 85 . PLF STRESS INCREASE ALLOWED— ----- ----- ---- - --- - -- **CHORD DESCRIPTION** --- - --------- -------- MAX COMB FILLERS SEC: DESCRIPTION RATIO LC MEM DEV I REQ 1 REQ TC 36 L2-1/2X2-1/2X.212 . 9941 1B 10 887 . 9 380 . N BC 31 L 2 X 2 X.232 . 9495 1B 24 N -- ---- -- ------- **DEFLECTION** - -- - -TOTAL LOAD---- - - LIVE LOAD-- - -- 1LaC ALLOW ACTUAI. GOV ALLOW ACTUAL GOV 1 2 . 05 2 . 37 1 . 02 2 .44 - -- - ---------- - ---------- - **R.ESULTANT WEB DESIGN** STEEL FY = 50 KSI (-) COMPRESSION, (+)TENSION ------ --- --------------- MIN VERT SHEAR = 2369. L END REACTION = -9475. LC = 1 R END REACTION = -9475 . LC = 1 REQ DEV WELD REQ DEV MEM Q SEC DESCRIPTION KL/R LC AXL LD AXL LD SIZE LEN LEN SLOT 2 S 1.15 15/16 ROUND 175 . 0 1 + 14193 + 20709 .222x 3 . 0 5 .4 D D 14 L1-1% 3 2X1-1%2X. 115 168 . 1 1 - 10988 - 13387 . 115x 6 .4 7 .8 4 S 20 L1-1/2X1--1/2X. 170 150. 9 1 + 10285 + 14433 . 170x 4 . 1 4 . 6 V2 S 8 L1-1/4X1-1/4X. 111 93 . 5 1 - 1512 - 42fa . 11lx 5 S 22 L 2 X 2 X. 137 83 . 8 1 - 8789 - 8970 . 137x 4 . 3 5 . 3 6 S 1.4 L1-1/2X1-1/2X. 115 149.4 1 + 7211 + 9953 . 115x 4 .2 4 .6 3 S 20 I,l-1%2X1-1%2X. 17 7 0 113 . 1 1 - 5654 - 5654 . 170x 2 .2 4 „ 6 8 S 14L1-1/2X1-1/2X. 115 149 . 4 1 + 4092 + 9953 . 115x 2 . 9 4 .. 6 V4 S 8 L1-1/4X1-1/4X. 111 93 . 5 1 - 1557 - 4266 lllx 9 S 14 L1-1/2X1-1/' X. 115 112 . 1 1 - 3511 - 3944 . 115x 2 . 1 4 . 6 10 S 14 L1-1/2X1-1/2X. 115 149.4 1. + 3511 + 9953 15x 2 . 9 4 . 6 V5 S 8 L1-1/,1X1-1/1X. 111 93 . 5 1 - 1557 - 4266 . 111x 2 . 0 3 . 1 1OR S 14 L1-1/2X1-1/1X. 115 149.4 1 + 3511 + 9953 . 115x 2 . 9 4 .6 9R S 14 L1-1/2X1-1/2X. 115 112 . 1 1 - 3511 - 3944 . 115x 2 . 1 4 .6 V6 S 8 L1-1/4X1-1/4X. 111 93 . 5 1 - 1557 - 4266 . 11lx 2 . 0 3 . 1 TIGARI) LIBRARY Fri Sep 5 11 :47 : 31 2003 S80-03-0561 LIST 1 T5 32LF1400 47 ' 08-1/2" Page 2 - - - - - - - - --- -- - -- -- - - -- - - - - - - - - -- - - - -- - - -- - -- - -- -- -- -- -- - - - -- - -- - - - - - - - - - - • -- - - --- - **RESULTANT WEB DESIGN** STEEL FY = 50 KSI (- ) COMPRESSION, ( + ) TENSION MIN VERT SHEAR = 2369 . L END REACT'I ON = -9475 . LC = 1 R END REACTION = -9475 . LC = 1 REQ DEV WELD REQ DEV MEM Q SECDESC iPTION KL/R LC AXL LD AXL LD SIZE LEN LEN SLOT 8R S 14 L1-1/2X1- 1/2X . 115 149 . 4 1 + 4092 + 9953 . 115x 2 . 9 4 . 6 7R S 20 L1-1/2X1-1/2X. 170 113 . 1 1 - 5654 - 5654 . 170x 2 . 2 4 . 6 V7 S 8 L1-1/4X1-1/4X. 1.11 93 . 5 1 - 1554 - 4266 lllx 2 . 0 3 . 1 6R S 14 Ll-1/2X1-1/2X. 11.5 149. 4 1 + 721.0 + 9953 . 115x 4 .2 4 . 6 5R S 22 L 2 X 2 x:. 137 83 . 8 1 - 8789 - 8970 . 137x 4 . 3 5 . 3 V8 S 8 L1-1/4X1-1/4X.. 1.11 93 . 5 1 - 1512 - 4266 lllx 2 . 0 3 . 1 4R S 20 L1-1/2X1-1/2X. 170 150 . 9 1 + 102.85 + 1443.3 . 170x 4 . 1 4 . 6 3R D 14 L1 -1/2.X1-1/2X. 1.15 68 . 1 1 - 10988 - 13387 . 115x 6 .4 7 . 8 2DR S 8 L1-1/4X1-1 4X . 111 100 . 3 1 - 1727 - 3865 . 11lx 2 . 0 3 . 2 2R S 115 15/16 ROUND 175 . 0 1 + 14193 + 20709 .222x 3 . 0 5 . 4 - - -- - -- -- -- - - ------- - - - - -- -- **RESULTANT CHORD DESIGN** STEEL FY = 50 KSI - - - - - - - - - - -- ---- - - - - - - - AXIAL MENT TC LC (LBS) P (F'T--LBS) M(FT MOMENT LBS) RATIO RATIO K KL/R REQD 1 1B -10727 . 365 . 1 154 . 5 . 3915 . 2.53 ' i . 00 44 . r. 2 1B 1.0277 . ..382 . 0 339 . 6 . 3940 . 3504 1 . 00 77 . 5 3 1B -24774 . -382 . 0 2C8 . 2 . 6321 . 5633 . 75 48 . 6 4 1.B -24774 . -298 . 9 7.40 . 1 . 5831 . 5713 . 75 48 . 6 5 1B -36159 . -298 . 9 230 . 6 . 7700 . 8053 . 75 48 . 6 6 1.B -36159 . -293 . 9 233 . 1 . 7670 . 8059 . 75 48 . 6 7 1B -42975 . -2.93 . 9 232 .4 . 8789 . 9473 . 75 48 . 6 8 1B -42975 . -293 . 5 232 . 6 . 8787 . 9474 . 75 48 . 6 9 1B -45227 . -293 . 5 232 . 5 . 9157 . 9941 . 75 48 . 6 10 1B -45227 . -293 . 5 232 . 5 . 9157 . 9941 . 75 48 . 6 11 IB -4297.5 . -293 . 5 232 . 6 . 8787 . 9474 . 75 48 . 6 12 1B -42975 . -293 . 9 232 .4 . 8789 . 9473 . 75 48 . 6 13 1B -361.60 . -293 . 9 233 . 1 . 7670 . 8059 . 75 48 . 6 14 1B -361.60 . -298 . 9 230 . 6 . 7700 . 8053 . 75 48 . 6 15 1B -24774 . - 98 . 9 240 . 1 . 5831 . 5713 . 75 48 . 6 1-6 1B -24774 . -382 . 0 208 .2. . 6321 . 5633 . 75 48 . 6 17 if -10277 . -382 . 0 339. 6 . 3940 . 3504 1 . 00 77 . 5 18 1B -10727 . -365 . 1 1.54 . 5 . 3915 . 2537 1 . 00 44 . 6 1Bc 9 MOMET PP MP FILR LCV '(LBS) D P(FT-LBS)MENTM(c'r-LBS) RATIO RATIO K Kim/R REQD 20 1B J7411 . -119 . 6 250 . 8 . 4356 .4218 1 . 00 148 . 7 2.1 1B 31043 . - 119 . 6 228 . 8 . 6955 . 6739 1 . 00 16' . 4 22. 1B 40138 . 113 .4 227 . 9 . 8634 . 8469 1 . 00 163 . 4 23 1B 44672 . --112. . 9 2.28 . 1 . 9495 . 9334 1 . 00 163 . 4 24 1B 44672 . -1.1.2 . 9 228 . 1 . 9495 . 9334 1 . 00 163 .4 25 1B 40138 . -113 . 4 227 . 9 . 8635 . 8469 1 . 00 163 . 4 2.6 1B 31044 . -119 . 6 228 . 8 . 6955 . 6739 1. . 00 16-1 . 4 27 1B 1741.1 . -119 . 6 250 . 8 . 4356 . 42.18 1 . 00 148 . 7 28 - - - -- -- -- -- - - - - - -- - - - - - - **BRIDGING REQUIREMENTS* - - - -- - -- - --- - - - ---- ---- -- - -- WORKING WORKING LEN DEVELOPED NO. OF TC RYY BC RYY LENGTH / (TC RYY) SPACING ROWS TYPE 1 .431 1 . 2.46 47 . 375 397 . 225 15 . 903 2 H UPLIFT BRIDGING NO. OF SPECIFIED SPACING ROWS CLEAR SPAN BC RYY L/RYY BC LYY 14 . 000 5 41 . 708 1 . 246 126 . 789 14 . 000 BC BRIDGING SPACING FOR UPLIFT GOVERNS -- - -- - - ------ -- - -- - -- -- - - BRIDGING SELF WEIGHT = 57 . 1 LRS/FT > 15 . 2 LBS/FT TRUSS SELF WFI:GHT. BRIDGING/ERECTION STABILITY LAYOUT: H EX NOTE: 2D DISTANCE LEFT END PANEL NOTE: 2D DISTANCE RGHT END PANEL TIGARD LIBRARY Thu Sep 4 08 :32 :06 2003 S80-03-0561 LIST 2 T6 -- ---------------------- ----- ------- ------------- - -- --- - - ---------------------- ** LONG SPAN JOIST DESIGN REQUIREMENTS v1 .01 SJI SPECS VULCRAFT ENG DEPT** -- ----------------------- -------- -------------- - --- ---- - - - ---- ------------------ JOIST - ----------------------- ---- -------------- - --- ---- - - - ---- ------------------ JOIST TYPE BASE LENGTH 32LH400 45 ' 05-1/2" --- ----------------- **BASIC DIMENSIONS** PARALLEL CHORDS UNDERSLUNG ----------------- --- DEPTH: 32 0/0 MODIFIED WARREN CONFIGURATION - - SPECIAL DIMENSIONS DEFINED -- -- LEFT END PANEL -- -- RIGHT END PANEL -- END DI VAR DIN) INTERIOR PANELS VAR DII� END DII� 4 0 BC 3- 0 0/0 1- 1 1/4 7 AT 5- 4 0 0 1- 1 1//4 3- 0 0//0 BC LATERALLY SUPPORTED AT 14- 0 0/0 ON CENTER MAXIMUM. -------------------- ---------------------------------------- -- **DESIGN CRITERIA** LOAD CONDITION 1 FOR PRIMARY DESIGN ---- --------------- ----- -- --------------------------------------- -- TOTAL, LIVE TCAXIAL TC BEND BC BEND LOAD LOAD ADLOAD LOAD LOAD LOAD TOTAL LIVE (P400 (P200 (2B50} 3.0000 (•2500 (•2500 LD DEF'L LD/D4F0L - ----------------------- -------- ------------ **DESIGN CRITERIA** LOAD CONDITION 2 ---- --------------------- ---------- ---- -------- Uplift Load Only UPLIFT LOAD = 85 . PLV STRESS INCREASE ALLOWED-- - -------------------- **CHORD DESCRIPTION** - ------- ------- - ------ MAY COMB FILLERS SEC DESCRIPTION RATIO LC MEM DEV I R.FQ I REQ TC 32 L 2 X 2 X.250 . 9683 1B 9 799 .4 330 . Y BC 28 L 2 X 2 X. 200 1 . 0008 1B 24 N -------------- **DEFLECTION** -------------- ----TOTAL LOAD---- ----LIVE LOAD---- - LC ALLOW ACTUAL GOV ALLOW ACTUAL GOV 1 1 . 87 2 .26 . 93 2 . 40 --------------------- ----- **RESULTANT WEB DESIGN** STEEL FY = 50 KSI (-) COMPRESSION, (+) TENS.ION - ----------- -------- ---- MIN VERT SHEAR = 2260 . L END REACTION = -9042 . LC = 1 R END REACTION = -9042 . LC = 1. REQ DEV WELD REpp DEV MEM SEC DE CRIPTIOI:1 KL/R LC AXL LD AXL LD SIZE LEIS LEN SLCT 2 115 1516 ROUND 177 . 8 1 + 13402 + 20709 .222x 2 . 9 4 . 1 2D S 8 L1-1/4X1-1 ,' iX. 111 100 .7 1 - 1373 - 3844 . 111x 2. . 0 3 . 0 3 S 25 L 2 X x:. 163 101 . 9 1 - 8872 - 8872 . 163x 3 . 7 4 .2 4 S 25 L 2 X 2 X. 163 112 .5 1 + 10349 + 18763 . 163x 4 . 3 4 . 8 V2 S 8 L1-1/4X1-1/4X. 111 93 .8 1 - 1562 - 4245 . 111x 2 . 0 3 . 1 5 S 22 L 2 X 2 X. 137 84 . 0 1 - 8755 - 8957 . 137x 4 . 3 4 . 8 6 S 17 LI-1/2X1-1/2X. 138 150 .4 1 + 7206 + 11849 . 138x 3 . 5 4 . 0 V3 S 8 L1-1/4X1-1/4X. 111 93 .8 1 - 153B - 4245 . 111x 2 . 0 3 . 1 7 S 22 L 2 X 2 X. 137 84 . 0 1 - 5645 - 8957 . 137x 2 . 8 4 . 8 8 S 14 L1-1/2X1-1/2X. 115 149. 7 1 4- 4087 + 9953 . 115x 2 . 9 4 . 0 4 S 14 L1-1%2X1-1%2X. 115 112 .4X. 11 3 9 1 - 3348 - 3928 . 115x 2 . 0 4 . 0 10 S 14 L1-1/2X1-1/2X. 115 149 . 7 1 + 3348 + 9953 . 115x 2 . 9 4 . 0 V5 S 8 L1-1/4X1-1/4X. 111 93 . 8 1 - 1536 - 4245 . 111x 2 . 0 3 . 1 1OR S 14 L1-1/2X1-1/2X. 115 149 . 7 1 + 3348 + 9953 . 115x 2 . 9 4 . 0 V6 S 18 L1-I/4X1-1%4X. 111 193 .9 1 - 15387 - 4245 . 111x 2 .0 43 . 1 . 0 TIGARD LIBRARY Thu Sep 4 08 : 32 : 06 2003 580-03-0561 LIST 2 T6 32LH400 45 ' 06-1/2" Page 2 ------------------ ---------------------------- --------------- ----------- ------ **RESULTANT WEB DESIGN** STEEL FY = 50 KSI (-) COMPRESSION, (+) TENSION ------------------------ MIN VERT SHEAR = 2260 . L END REACTION = -9042 . LC = 1 R END REACTION = -9042 . LC = 1 REQ DEV WELD REQ DEV MEM Q SEC DESCRIPTION KL/R LC AXL LD AXL LD SIZE LEN LEN SLOT 8R S 14 L1-1/2X1-1/2X. 115 149.7 1 + 4087 + 9953 . 115x 2 . 9 4 . 0 7R S 22 L 2 X 2 X. 137 84 . 0 1 - 5645 - 8957 . 137x 2 .8 4 . 8 V7 S 8 L1-1/4X1-1/4X. 111 93 . 8 1 - 1538 - 4245 . 11lx 2 . 0 3 . 1 6R S 17 Ll-1/2X1-1/2X. 138 150 .4 1 + 7206 + 11849 . 138x 3 . 5 4 . 0 5R S 22 L 2 X 2 X. 137 84 .0 1 - 8755 - 8957 . 137x 4 .3 4 . 8 V8 S 8 L1-1/4X1-1/4X. 111 93 . 8 1 - 1562 - 4245 lllx 2 . 0 3 . 1 4R S 25 L 2 X 2 X. 163 112 . 5 1 + 10350 + 18763 . 163x 4 .3 4 . 8 3R S 25 L 2 X 2 X. 163 101 . 9 1 - 8872 - 8872 . 163x 3 . 7 4 .2 2DR S 8 L1-1/4X1-1/4X. 111 100 .7 1 - 1373 - 3844 . 11lx 2 . 0 3 .0 2R S 115 15/16 ROUND 177 .8 1 + 13402 + 20709 .222x 2 . 9 4 . 1 -------------------------- **RESULTANT CHORD DESIGN** STEEL FY = 50 KSI ---- --- -------- ------ GOV AXIAL LD PP MOMENT MP MOMENT PP MP FILR TC LC (LBS) (FT-LBS) (FT-LBS) RATIO RATIO K KL/R REQD 1 1B -10020 . -190 . 1 198 . 9 . 3322 .2989 1 . 00 56 .2 2 1B -9692 . -258 .6 144 .1 . 3818 .2867 1 . 00 64 . 6 3 1B -20710 . -305 .2 246 . 1 . 6155 . 5815 . 75 61 .4 4 1B -20710 . -305 .2 " 18 .3 .6155 . 5750 . 75 61 .4 5 1B -32051 . -294 . 3 -3 . 7 . 8083 . 8501 .75 61 .4 6 1B -32051 . -294 .3 232 . 3 . 8083 . 8496 . 75 61 .4 7 1B -38845 . -293 . 5 232 .6 . 9284 . 8982 . 75 40 . 9 x 8 1B -38845 . -293 . 5 232 . 5 . 9284 . 8982 .75 40 . 9 x 9 1B -41089 . -293 .5 232 . 6 . 9683 . 9458 . 75 40 . 9 x 10 1B -41089 . -293 . 5 232 .6 . 9683 . 9458 . 75 40 . 9 x 11 1B -38845 . -293 . 5 232 . 5 . 9284 . 8982 . 75 40 . 9 x 12 1B -38845 . -293 . 5 232 .6 . 9284 . 8982 . 75 40 . 9 x 13 1B -32050 . -294 . 3 232 . 3 . 6083 . 8496 . 75 61 . 4 14 1B -32051 . -294 . 3 233 .7 . 8083 . 8501 .75 61 .4 15 1B -20710 . -305 .2 228 .3 . 6155 . 5750 . 75 61 .4 16 1B -20710 . -305 .2 246 . 1 . 6155 . 5815 . 75 61 . 4 17 1B -9692 . -258 . 6 144 . 1 .3818 .2867 1 .00 64 . 6 18 1B -10020 . -190. 1 198 . 9 . 3322 .2989 1 . 00 56.2 V MP BC LC (LBS) PP(FT-LBS) MP(FT-LBS) PATIO RATIO K KL/R REQD 19 20 1B 13310 . -125 . 0 199 . 5 .4157 . 3714 1 . 00 115 . 1 21 1B 26945 . -125 . 0 224 . 0 . 7147 . 6802 1 . 00 162 . 8 22 113 36016 . -114 . 3 227 .6 . 9031 . 8805 1 . 00 162 . 8 23 1B 40536 . -112 . 9 228 . 1 1 . 0008 . 9798 1 .00 162 . 8 24 1B 40536 . -112 . 9 27.8 . 1 1 . 0008 . 9798 1 . 00 162 . 8 25 1B 36016 . -114 . 3 227. 6 . 9031 . 8805 1 . 00 162 . 8 26 1B 26945 . -125 . 0 224 . 0 . 7147 . 6802 1 . 00 162 .8 27 1B 13311 . -125 . 0 199.5 .4157 . 3714 1 . 00 115. 1 28 ------------------------- **BRIDGING REQUIREMENTS** - ------ --------- --------- WORKING WORKING LEN DEVELOPED NO. OF TC RYY BC RYY LENGTH / (TC RYY) SPACING ROWS TYPE 1 .250 1 .238 45.208 434 . 000 15. 181 2 H UPLIFT BRIDGING NO. OF SPECIFIED SF ''.CING ROWS CLEAR SPAN BC RYY L/RYY BC LYY 14 .000 5 39. 542 1 .238 127 . 598 14 . 000 BC BRIDGING SPACING FOR UPLIFT GOVERNS -------------- ----------- BRIDGING SELF WEIGHT = 47 . 5 LBS/FT > 14 . 1 LBS/FT TRUSS :SELF WEIGHT. BRIDGING/ERECTION STABILITY LAYOUT: H EX - - NOTE: 2D DISTANCE LEFT END PANEL NOTE: 2D DISTANCE RGHT END PANEL TIGARD LIBRARY Thu Sep 4 08 : 32 : 06 2003 S80-03-0561 LIST 2 T7 -- - -- ------- - ------ ------ - ----- --------- --------------- ---------- ---- - - ----- --- ** LONG SPAN JOIST DESIGN REQUIREMENTS v1 . 01 SJI SPECS VULCRAFT ENG DEPT** - - - - - - ----- -- ---- --- ----- -; --- -- ---- ---------- ---------------------------- ------ JOIST TYPE BASE LENGTH 32,LH400 43 04-3 411 - - - - --- -------------- **BASIC DIMENSIONS** PARALLEL CHORDS UNDERSLUNG -- - - ----------------- DEPTH: 32 0/0 MODIFIED WARREN CONFIGURATION -- SPECIAL DIMENSIONS DEFINED - - -- LEFT END PANEL - - -- RIGHT END PANEL -- END DIM VAR TC 2- 0 0/0 3- 8D3�8 INTERIOR 3- 8VARD378 2NDOD0�0 BC 3- 2 0/0 2- 6 3/8 2- 6 3/8 3- 2 0/0 BC LATERALLY SUPPORTED AT 14- 0 0/0 ON CENTER MAXIMUM. --- - --- ------------ ------- - - --- -- ------- ---------------- - --- -- **DESIGN CRITERIA** LOAD CONDITION 1 FOR PRIMARY DESIGN ---- - - - - --- --------- -------------------- ---------- --- ------- ----- -- TOTAL LIVE TCAXIAL TC BEND PC BEND LOAD LOAD ADLOAD LOAD LOAD LOAD TOTAL LIVE (P400 (P200 (250) 3.0000 (•2500 (•2500 LD DEFL LD/D40L - - - - - ------ --- -- - ------ - --- ---- -------- ---- **DESIGN CRITERIA** LOAD CONDITION 2. -- ------------------------- -------- ---------- Uplift Load Load Only UPLIFT LOAD = 85 . PLF STRESS INCREASE ALLOWED-- - -------------------- **CHORD DESCRIPTION** - - ----------- -- - ----- MAX COMB FILLERS SEC DESCRIPTION RATIO LC MEM DEVI REQ I REQ TC 31 L 2 X 2 X.232 . 9563 1B 10 748 . 5 235. Y BC 27 L 2 X 2 X. 187 . 9917 1B 21 N - - ----------- - **DEFLECTION** - ---- - - ---- -- - --- -'TOTAL LOAD---- - ---LIVE LOAD-- --- LC ALLOW ACTUAL GOV ALLOW ACTUAL GOV 1 1 .66 2 . 15 . 83 2 . 35 - --------------- -------- **RESULTANT WEB DESIGN** STEEL FY = 50 KSI (-) COMPRESSION, (+) TENSION ------------- - ---------- MIN VERT SHEAR = 2153 . L END REACTION = -8612 . LC = 1 R END REACTION = -8612 . LC = 1 REQ DEV WELD REQ DEV MEM Q SEC DE$CRIPTI'?N KL/R LC AXL LD AXL LD SIZE LEN LEN SLOT 2 S 115 15/16 ROUND 183 . 6 1 + 13376 + 20709 .222x 2 . 9 4 .2 2D S 8 L1-1/4X1-1/4X. 111 103 . 1 1 - 1890 - 3700 . 11lx 2 . 0 3 . 1 3 D 14 L1-1/2X1-1 /2X. 115 72 . 9 1 - 10361 - 12861 . 115x 6 . 1 8 . 0 4 S 20 LI-1/2X1-1, _'X. 170 151 .2 1 + 8659 + 14433 . 170x 3 .4 4 . 0 V2 S 8 L1-1/4X1-1/4X. 111 93 . 9 1 - 1423 - 4243 . 11lx 2 . 0 3 . 1 5 S 22 L 2 X 2 X. 137 84 . 0 1 - 7237 - 8955 . 137x 3 .6 4 . 8 6 S 14 L1-1/2X1-1/2X. 115 149.8 1 + 5641 + 9953 . 115x 3 . 3 4 . 0 V.3 S 8 L1-1/4X1-1/4X. 111 93 . 9 1 - 1511 - 4243 . 11lx 2 . 0 3 . 1 7 S 17 L1-1/2X1-1/2X. 138 112 .8 1 - 4091 - 4634 . 138x 2 . 0 4 . 0 8 S 14 L1-1/2X1-1/2X. 115 149 .8 1 + 3192 + 9953 . 115x 2 . 9 4 . 0 V4 S 8 L1-1/4X1-1./4X. 111 93 . 9 1 - 1517 - 4243 . 111x 2 . 0 3 . 1 9 S 14 L1-1/2X1-1/2X. 115 112 . 3 1 - 31.92 - 3927 . 115x 2 . 0 4 . 0 9R S 14 L1-1/2X1-1/2X. 115 112 . 3 1 - 3192 - 3927 . 115x 2 . 0 4 . 0 V5 S 8 L1-1/4X1-1/4X. 111 93 . 9 1 - 1517 - 4243 . 111x 2 . 0 3 . 1 8R S 14 L1-1/2X1-1/2X. 115 149. 8 1 + 3192 + 9953 . 115x 2 . 9 4 . 0 7R S 17 L'1-1/2X1-1/2X. 138 112 . 8 1 - 4091 - 4634 . 138x 2 . 0 4 . 0 V6 S 8 L1-1/4X1••1/4X. 111 93 . 9 1 - 1511 - 4243 . 111x 2 . 0 3 . 1 TIGARD LIBRARY :'hu Sep 4 08 : 32 : 06 2003 580-03-0561 LIST 2 T7 32LH400 43 ' 04-3/4" Page 2 -- - -- - - - - - - - - - - - - - - - - - - -- - - - - - - - ---- -- - - - - - - - - - --- --- -- --- - - - --- ---- - - ------ ----- **RESULTANT WEB DESIGN** STEEL FY = 50 KSI ( -) COMPRESSION, (+)TENSION -- -- -- - - -- --- - - - -- -- - - - - MIN VERT SHEAR = 21.53 . L. END REACTION = --8612 . LC = 1 R FND REACTION = -8612 . LC = 1 uQ DEV WELD REQ DEV MEM Q SEC DESCIPTIOi KL/R LC AXL LD AXL LD SIZE LEN LEN SLOT 6R S 14 L1 172X1-1/2X . 115 149 . 8 1 + 5641 + 9953 . 115x 3 . 3 4 . 0 5R S 22 L 2 X 2 X. 137 84 . 0 1 - 7237 - 8955 . 137x 3 . 6 4 . 8 V7 S 8 L1 -1/4X1- 1/4X. 111 93 . 9 1 1423 - 4243 llIx 2 . 0 3 . 1 4R S 20 L1-I/2X1--1/2X. 170 151 . 2 1 + 8659 + 14433 . 170x 3 .4 4 . 0 3R D 14 L1- 1/2X1-1/2X. 115 '72 . 9 1 - 10361 - 12861 . 115x 6 . 1 8 . 0 2DR S 8 Ll-1/4X1-1/4X. 111 103 . 1 1 - 1890 - 3700 . 111x 2 . 0 3 . 1 ?.R S 1-5 15/16 ROUND 183 . 6 1 + 13377 + 20709 . 222x 2 . 9 4 .2 - --- -- --- -- --- -- - - -- **RESULTANT CHORD DESIGN** STEEL FY" = 50 KSI - ---- - - - -- - - - -- ----- - - - - - - GOV AXIAL LD PP MOMENT MP MOMENT PP MP FILR TC LC (LBS) (FT-LBS) (FT-LBS) RATIO RATIO K KL/R READ 1 1B -10381 . -477 . 9 131 . 5 . 6119 . 3031 1 . 00 56 . 2 2 1B -9786 . -480 . 9 442 . 9 . 6032 . 6630 1 . 00 1.13 . 3 3 1B -23169 . -480 . 9 184 . 6 . 8584 . 6614 . 75 61 . 3 4 IB -23169 . -304 . 9 248 . 8 . 7059 . 6865 . 75 67. . 3 5 1B -32261 . - 04 . 9 228 . 4 . 8792. . 9135 . 75 61 . 3 6 11.3 -32261 . -294 . 3 233 . 7 . 8700 . 9156 . 75 61 . 3 7 1B -36785 . -294 . 3 232 . 3 . 9E63 . 9153 . 75 40 . 8 x 8 1B -36785 . -293 . 6 232 . 6 . 9551 . 9155 . 75 40 . 8 x 9 1B -36785 . --293 . 6 232 . 6 . 9557 . 9155 . 75 40 . 8 x 10 1B -36785 . -294 . 3 232 . 3 . 956:1 . 9153 . 75 40 . 8 x 11 1B -32261 . -294 . 3 233 . 7 . 8700 . 9156 . 75 61 . 3 12 1B -32261 . -304 . 9 228 .4 . 8792 . 9135 . 75 61 . 3 13 1B -23169 . -304 . 9 248 . 8 . 7059 . 6865 . 75 61 . 3 14 1B -23169 . -480 . 9 184 . 6 . 8584 . 6614 . 75 61 . 3 15 1-B -9786 . -480 . 9 442 . 9 . 60-.12 . 6630 1 . 00 113 . 3 16 1B -10381 . -477 . 9 131 . 5 . 61.1-9 . 3031 1 . 00 56 .2 GOV AXIAL LD PP MOMENT MP MOMENT PP MP FILR BC LC (LBS) (FT-LBS) (FT-LBS) RATIO RATIO K KL/R REQD 17 18 1B 17000 . -132 . 4 266 . 7 . 5268 . 5090 1 . 00 158 . 4 19 1B 28298 , -•132 .4 230 . 2 . 81)08 . 7578 1 . 00 162 . 5 20 1B 35093 . -114 . 1 228 . 0 . 9.105 . 9158 1 . 00 162 . 5 21 1B 37338 . -112 . 9 228 . 1 . 9917 . 9683 1 . 90 162 . 5 22 IB 35094 . -114 . 1 228 . 0 °405 . 9158 .1 . 00 162 . 5 23 1B 28298 . -132 . 4 230 . 2 +008 . 7578 1 . 00 162 . 5 24 1B 1.7000 . -132 . 4 266 . 7 . 5368 . 5091 1 . 00 158 .4 25 ------ - - --- - - -- --- **BRIDGING REQUIREMENTS** - -- - -- - - - -- --- - - - -- - - - - -- - WORKING WORKING LEN DEVELOPED NO. OF T'_ RYY BC RYY LENGTH / (TC RYY) SPACING ROWS TYPE 1 . 246 1. . 234 43 . 063 414 . 883 14 . 465 2 H UPLIFT BRIDGING NO. OF SPECIFIED SPACING ROWS CLEAR SPAN BC RYY L/RYY DC LYY 14 . 000 5 37 . 062 1 .234 127 . 927 14 . 000 BC BRIDGING SPACING FOR UPLIFT GOVERNS BRIDGING SELF WEIGHT = 52 . 3 LBS/FT > 13 . 2 LBS/FT TRUSS SELF WEIGHT. BRIDGING/ERECTION STABILITY LAYOUT: H EX --- - - - - - - -- - -- - - - NOTE: 2D DISTANCE LEFT END PANEL NOTE: 2D DISTANCE RGHT END PANEL IF, December 3, 2003 CITY OF TI '`,ARD► Dirk Koopman OREGON I loffman Construction Company 805 SW Broadway, #2100 Portland, OR 97205 Ri-.: NFW TIGARD LIBRARY [wilding Permit: BUP2003-00211 Construction Type: V-1HR Tenant Name: Tiagrd Library Occupancy Type: A2.1/B Address: 13500 SW Hall Boulevard Occupant Load: 429/613 Area: 48,430 Sq Ft Stories: 2 Sprinkled: NA Alarms: A2.1 req'd The plan review was performed under the State of Oregon Structural Specialty Code (OSSC) 1998 edition. The submitted plans for the Exterior Metal Stud Walls ars_ approved for installation and inspection in accordance with the 161lowing. Special Inspection: Special inspection is required for Site Welding. The special inspection agency of'record shall furnish inspection reports to the Engineer of Record, KPFF, the General Contractor, Hoffman Construction and the City of Tigard, Building Division, attention Hap Watkins. All discrepancies shall be brought to the immediate attention of the general contractor for correction. The special inspector shall submit a final signed report stating whether the work requiring special inspection was, to the best of the inspector's knowledge, in conformance with the approved plans and specifications and the applicable workmanship provisions of the code. 1701.3 OSSC Approved Plans: 1 set of approved plans, bearing the City of Tigard approval stamp, shall be maintained on the jobsite. The plans shall be available to the Building Division inspectors throughout all phases of construction. 106.4.2 OSSC When submitting revised drawings or additional information, please attach a copy of the enclosed City of Tigard, Letter ofTransmittal. The letter oftransmittal assists the City of Tigard in tracking and processing the documents. Respectfully, Brian Blalock, Senior Plans Examiner 13125 SW Nall Blvd., Tigard, OR 97223 (503)63O-4171 TDD(503)684-2772 1 b/G1/GIOI�J 1'(:Sb UKMHNL-t I.UN I KHI.11Nl° NU.11 f W1914d We maintain only the highest standards in the materials,production techniques and quality control measdres used In murufacture our fasteners,assuring consistent,optimum quality in every fastener. MIA FA4q, ' BIC;(.' Pin Piga The special black cooing improves pin penetration into ITW Ramset/ked Head powder actuated fasteners are difficult base material(i.e.hard roncretel.We offer this specifically fabricated to meet the exacting requirements black coat ng on all of our fasteners manufactured for of toughness and durability hat enable them to penetrate the attachment of drywall track and channel to concrete dense concrete and structural quality steel. and steel. 13 1; 3X1 71'i7 x.13 ?Ill Designed for use in concrete and strudurol steel applications.Avoiloble in 100-or 1000-Pack PART SHANK LENGTH AUTO 043/ 1 .300 Head Diameter Drive Pins NUMBER In. mm 721 FAST 060 SA27A D45A COBRA M7A 150:KBC /2 <nv" 12.7� AI _ I 50630 '5088C 1 ;_25,41 �' � Sr,ark 9iamer•• a5 Y? J'A 5 Designed for use in concrete and structural steel applications, 100 Pin Pack PART SHANK LENGTH AUTO I 045/ .300 Head Diameter Drive Pins NUMBER In.(mm) 721 1 :AST 060 SA270 045A COBRA M70 i50JK' 1/2 Knunri (12.7) 1 1 I s I -� 1566' 09.1) I 1 + J 1508' 1 1254) r 1 I — • 1510' 1.114 31.81 I a I I 1512 1 1-1/2 38.11 c13 1-3/4 4451 I 1514 1 2 15152.3/8 (60.31 • I 1 ' I 1516 -1/2 524 3 ( 6.2) I 'A130 a R311te it+;00 Pick ;h.nk cierre:er+.145 My a JoIns Washer increases bearing surface against the material to be fastened. 100 Pin Pock PART SHANK LENGTH AUTO 045/ .300 Head Diameter Drive Pins NUMBER In. IMM) 721 FAST 060 SA270 045A COBRA M70 with 1/8" Washer 15065D J. 3/4 {'9.11 i I a a I 15085 1 1 OSO 1.114 31.81 151 1-1/2 (38.1 .1, L 151450 I 2 50.81 4 1 15165 C 1 2-1/2 l i 524SOP' 1 3 176.2) 11 'Square misner!ndlcales 3'c;n nu teen ins,1lea Shank eiamenr= 1e5 c ,. uu r�r<ruri ir�rvur= _ury i r �u i iriu y w� t�eaCJ l Nu. 11Y WAR-7 i PERFORMANCE,F ITW RamsetlRed Head, Low Velocity Fasteners Allowable Wicirking Values (Lbs) in A36 Shcel INSTALLFO IN STEEL PART SHANK STEEL THICKNESS I�n,fmm) NUMBER DIAMETER TYPE OF 3/16 14.76)`-r'—iia 16.3s gra �331� Irl i 1t.,1--T- six Icy 7i �I I SERIES In.(mm) SHANK TENSION SHEAR TENSION SHEAR TENSION SHEAR TENSION SHEAR TENSION SHEAR \� Lbs. (kNl Lbs. 01 lbs.NN) Lhs. Ol Lbs- (kN) Lbs. kNl Lbs. (0) Lbs.(kN1 ILbs. (kN1 Lbs. (kN 1500, 1600 d 1900 1 „�...� Senes Straight 0.145 i3,7; Smooth 130 (0.57) 665 (2.93) 27C (1.19)1700 (3.08) 370(1 55)� 840 ('174) Shank Fasteners '12•Plywaod (3.7) S o 75 (0.33) 2Q0 (0.88) 110 ;Q. 1 50(1.10) 218(0.97)1 276 (L23) - -»✓f- - \`- 2X Doug Fir _ 90 (0.40) 235 {1.03) 16C (OJOIi 255 (t12)I - •- _ _ . .. _ _ _ i 9100 Series 0.205 (5.2)1 Knurled •- •• 1480 (2.1 (5,89)1550(6,89)1550(2.x2),1.950 - LADD Ceiling System)0.152 (3,9)1 Smooth 137 (0.30)1 - - -_ 1 - - LS?Seres 10150 (3.8)1 Smooth 170 (0.70)1 645 (2.87) 220 (0.98)1 510(2.71)1295(1.31); 110 13.16)1340(1.51)1754 (2.96)1294(1.31) 699(2.93) Note 1: Values shown reflect a 10:a 1 safety factor'or lensian and 5 to 1 for shear, Note 2:Values shown are'or fastenings that have the entire pointed end of the fastener driven through the steel slate. Note 3: Job-site testing may be required to catermine actual j00-site values. Nate 4: Cyclic,fatigue or shock loses and other design aritarla may requite a different salify factor. Ncte 5: Fastener 9/19•(14.3rnrj minimum(Reference?12•(12,7mm)steel.SP series Shear Data 754 Itis(2.36 kN) Note 5: Fastener penetration is 1N2';15.1mm)minimum(Reference ala•(19.1r,•m)steel SP seas Trcion wta 294 lbs M 31 kV) Note 7: F-stoner penetration s 112•(12.7mm)minimum(Reference 3/4'(19.1mm)steel,So series Stear;ata 559 lbs(2.93 kN). i 1 1 i I 3l3 I AM' /:� r�.�.r....i• Letter of Wi Hoffman Construction Co. of Oregon g Transmittal Date: 13 Aug 03 Client: City of Tigard From: Dirk Koopman Project Name: Tigard Library Projoct Project No.: 2130002 Location: 13500 SW Hall Blvd.,Tigard,OR 97223 HCColOwner/A&E' DISTRIBUTION T=Transmittal Only X=Entire Package MTom Stein -harlie Bahlman-(SOJ) El Margaret Berries (C.O.T.) NJ Eric H.1.Hoffman- 1/2 size Bruce Barton-(SRG) _ Gus Duenas-(C.O.T.) x Dan Van Brabant• 1/2 size KPFF-(John Ma er) 1 Ga uamr�ella- C.O.T x Dirk Koopman-1/:?size � PAE• (Dennis Bohn) u �•.--��( �� _ PAE-(Nick Collins) Routf_n� _ Kurahashi-(Brett Arvidson) Post-Fri _ GreenworksV(Brian Wethington) Mx Pile-r0 SUBCONTRACTOR/VENDORS F O F O F O mApex Environ._!Brad Kelsay) Hoffman Structures-(.left Goertzenx REFA-(Tam eenschoter) (2) mm Artek-(Craig Robinson) _ m Jacobsen&Co. � Robert Lloyd S.M.-(Art Bennett) W Bell Hardware-(Dave Rogers) m JL Jersey-(Mark Gerber) M S.E.I. Northwest-(Tracy Miller) _ m Bovero Tile&Ma.rble-(Greg) m- McKinstry Co.-(Jeff Menor) W Snyder Roofing-(Scott King) F7m Bromley-(Fred Bromley) F-iT-�---i( Ming Surveyors-(Ron Zalins_kh L_1_J Streimer Sheet Metal-(Tanya Zele_n) f�_--1r�x—J� Carlson Testing-(Doug Leach) _ L..l_ I Mtn.Glassy(Tim Sullivan) � W.A. Bottling-(Libby Metz) _ L� EC Electric-(Richard Grabill) m National Door-(Art Nichols) F_J_� West Coast Drafters-(Neil Brown) W Farwest Steel-(Kevin) m NW Masonry Res.-(Rick McAdams) I Williameen&Bleid-(Dave Martin) m Geocon-(Wesley Spang) m Otis Elevator-(Scott Dicker) ITI (� Graham Steel-(Bred Ruis) Ex Performance Contr. -(Craig Perla) FTI FTIHansel Stainless (Jim Hansel i m Pioneer Waterproofing F7 Highridge Corp.-(Rocky) _ F7R2M2-(Mark Sorenson) C� QTY DATE DESCRIPTION 1 8/13/2003 CCD$1006-Misc.Steel Desi Components Please Note. If you believe the attached document(s)results in an increase or decrease in your contract amount you are ro,;uir:d to notify Eric H.I.Hoffman at HCCO in writing within 5_woWnQd_r{s of the date of this transmittal. Within 15_workln days of the date of this transmittal you must submit a detailed cosi breakdown. Your do(:un,entation may be submitted by mall to the Hoffman main office or by fax at(503)221.8934. Silence on;his matter will result in a .'no-cost"modification to your contract. x Pr..reed at No Apparent Cost Impact _ No Exceptions Noted _For Review and Comments _Pn--a& Proceed Immediately with Work _ Make Corrections Noted �_For Your Use/Information Price Prior to Proceeding with',bork Revise and Resubmit For You Action Comments: Signed: iiirkl Poopma- n, PTe4;itn�gineer Job: (503)620-8294, Fax: (503)620-8331 I CONST 7,UCTION CHANGE DIRECTIVE CCD 06 ,r CCD NO: 06 INITIATION DATE: 13 August 2003 w �� TO: Hoffman Construc0on Co. of Oregon OWNER: City of Tigard 805 SW Broadway, Suite 2100 13125 SW Hall Boulevard Portland, OR 97205 Tigard, OR ,0223 PROJECT: City of Tigard New Library PROJECT Shiels Obletz Johnsen, Inc. 13500 SW Hall BOUlevard MANAGER: 115 NW First Ave., Suite 200 Tigard, OR 97223 Portland, OR 97209 AGREEMENT DATED: 22 November 2002 ARCHITECT:SRG Partnership, Inc. 621 SW Morrison Street, Suite 2.00 Portland, OR 97205 CONTRACTOR IS HEREBY DIRECTED TO MAKE ;HE FOLLOWING CHANGE(S) IN THE CONTRACT: 06.01 Add miscellaneous steel framing i,i accordance with the attached SRG Partnership, Inc./kpff Consulting Engineers Drawing3 S7.2 and S7.3 and structural calculations........... ........... $ TBD ATTACHMENTS: SRG Partnership, Inc./kpff Consulting Engineers Drawing S7.2, dated 7/25/03 (1 sheet) SRG Partnership, Inc./kpff Consulting Engineers Drawing S7.3, dated 7/25/03 (1 sheet) SRG Partnership, Inc./kpff Consulting engineers Structura! Calculations, dated 7/21/03 (4 pages) PROPOSED ADJUSTMENTS 1. The proposed basis of adjustment to the Guaranteed Contract Cost is: [] Lump Sum GMP (inr,rease) (decrease) of $`_ and correspond!: q (increase) (decrease) in the Contractor's fee of 2.95% times the increase/decrease in the GMP equal to $ _ Unit Price of$_` per _ as provided in Subparagraph 8.C.6.) of the City of Tigard Construction Manager/General Contractor (CM/GC) Agreement. ® as follows: Subsequent rnutUal acceptance of a lump sum properly itemized and supported by sufficient data tr. allow evaluation. 2. The Contract Time is proposed to (be-a6LI ted) (rernain unchanged). The proposed adjustment, if any, is (an if i,lrease of_ days) (a decrease of_ _days). When signed by the Owner and Alchlte(J and receiv5d by the Contractor, this aocument becomes effertive immediately as a Construction C;.79,-- Directive hangeDirective (CCDI, and the Contractor sham proceed with the :hange(s) descnbel above. signature by the Contractor below indicates the Contractor's agreement with the proposed adiustmants in the Guaranteed Contract Cost andlor Contract Time set forth in this Construction Change Directive. APPROVE4FOR ISSU E: APPROVED: Shiels Obletz Joh sen, Inc. Date SRG Partnership, Inc. Date APPROVED: APPROVED: —it y o�Y andaD to Hoffman Construction pany of Oregon Date COPIES TO: Gus Duenas k Dirk Koopman Bruce Barton H File TPL 804.4 Page 1 of 1 11/!r]%!_VJVJJ 1VJ:VJJ I'11j.000 l/VJVJJ C a ns u Iti ry Ery r�Fr July 21, 2003 Mr. Skip Stanaway SRG Pertnershlp 6f�'1 A Morrison, Suite 200 1 Portland, OR 97205 NE: Tigard Library Misrellaneous Steel Framing Dear Skip: Aittached please find c.lculafions, sheets 1 through 4, dated July 21, 2003, which verify the structural adequacy of the steel flaming at brick veneer lintels and roof ladders, as shown on drawings S7.2 and 57.",, dated July 21, 2003. Design is based on the requirements of the 1998 Oregon Structural Specialty Code, based on the 1997 Uniform Building Code. If you have any quPstion!�or need further information, please call me. Sincerely, Adam Nawrot P i � � Attachments q�l�• � j054 / lAwlxW2322 01-caip7-21-03,04 III S,W, WO Averba, SQ,te 2500 Palttend OP 97204.3M 15031 227-3257 Fax (503) 227.7990 i Seattle iecnma Portland Sen Francisco On land Los Angeles Irvine Son Oleps /Ao/nhr St, LoYlf 11/1C/GI�eIJ ll'1:bJ NIJ.NNS l�dbb FrolaCf �N Shewho 147"� �•�/3/9/tY� �� 0y � ! Data ����?,Consullino Engineers Locafla� _. �( Jo:w- GIerM S�L� ! RevOed bnd.Oftpom erne ZDL,Q 2 .01 '/'„ 110.'S;'u' / ICo�' c�Te�1 l Cbc,CFL l �Ur I 1*5 To I I �°i l.�S�r` 7�'SE �5 .L r<-a tc�✓ L i!SeT�, _ Goo "�S„\ - ��, z-, I�- J 4j�z�<a WT = �1U /'S� ILS Sc/r*,�!4 �/F 1rC+� �/'�h✓ ��77.J aral S?'L14 S le t 1s I � 11. lU�GUYJJ lU•ICJ.:1 NO.889 900? yr Sheol No. CJ Projeat /f 14;e rd vt ./Ihr:r' sy LocoHon Dorer.;J ' w. Consulting Engineers CAenf Job No. ►onlorw,ol.pon 1744. S.c l Dora 2tJ Y3�ZA� C,�Z.It GAN! G+�e.2•.b T5 Snld ` C/f�ZfC �L`'L� /a S:t..r•� �tn2.; 6"n 1,,1 I = w = S /Z�r l Cf Q�A 8Tat ' wr� 4G 2 o , 'e, Z x Z . y" AsSaar _ M� 3•Z - -7G7 W//r x(:17 S�,•) ' �G� = 2 k S 1 O r- TW t- '� / Z.� Jcst p, 0.707 (Z7 �, %G �Q Sno rl*7rntrz Z� =p.OGS' Wap if 5�qfr j�gc P L lS VCW: eVA-,rr % 1, S� CM3LIc Ne�oEIG W�� r 14 20 M/» -S1` pK �"�Ir •"'! Ir l Gee. �t�u1S t ,� P �rsti o Yo aeric a�nf~e: J I` S° /c," wol.e x ! 'e "�r�c, � 3 c I era �I C� J","s F 1• � (.ces•') �2) SIU SpSr Sr.�+s ��,r=Zltxg3 �"DPvle►4:,���IRtl• St<)M��y�'I.ILt 11/1�/CVJeJJ .0n;eIJ �u.uuu vuuu �ro�e t / //QjJ✓) l//3/>/�I`� 6v +ee1 Na —� � 2 Consulting Engineers — Days lobllo Chem Rw"d It+nala.anpon r� !� Dme GCI L .Zr Dr P> � J11 5 o-L-r•+-o.1 ���.A-�l r4•r ��r A J6(- & 6Cn /1a:4 ,-,e p2 E 4, C5// ,5, TPA r t �.. vc �.'n�as D,`� I CK -3G rG�l Y. �Z 10:c3 NO.646 0007 u�i�iT-21C? 04'13PM F?OM_ 1-951 ? 003/003 F-512 Snhmm-Al Sheec TRADEREADY SPAZZERT" 5400 %sono BRIDGING/SPACERBAR I I TRADEREADY SPAZZERT"54110 Bridging/Spacer Bars . Pros-In-Place boo's locks suds into a rigid gridwwrk- Cun of w6vc alternative to bridging clips or wcUn- • Corttmecdoz not dependynt cn st=r,.h of screw tiamad,. t+ Excellent mu;tance to mjd rotation and dibplacemenc. II .redact Description Thb TRADERLADY SPAZZER"'5400 Bridgin.g/Spzur bar i his been dcveloped'for USC in steel stud walls ,liar reoum3 bridgiq� such as Fxtntiof Cumin Wall Fr=r;.Load Bastin;; Walls and high interior partitions con•uucted of heavy gauge scuds. TRADEREADY SPAZZER'"' 5400 is a ,galvauLrtd ,t eawge ba:that is 50' long and Fre-aorehed.to rigidly hold scuds on R", 16" oT 24" teepee;, Thcsc 91ot, have been pre, irtigineered to hold smdi in place unlizinc a ne�v.S,DL4D3 in badging. Until now all badZing in steel suds hzs beet accomplisbed with mechanical attachments, ei:hcr sorcws and clips, of welding. TRtlsp�REA>�1� Pa77F,R1``454(10 ucc °&beat" to bodge steel studs into a rigid, accunTelu laid out, g idwork rha;has exceUe-ml resistanx to stud rotation and minor.tv-3 bending undet nmvcrse and axial )oads. Product Bnefits 'Eliminates rnensming time associated with positioning long 1--fig-hs of cold rolled channel or stud crnurs. -Eliminates t me tequired to place and screw attach hndging clips to the stud and the cold rol)rd channel. *E)imiaates the incansistmt rvmlts of the mRsman- setuitivc task of-elding. "Eliatinatrs aroblerns +t_siociated wieb leaving wcldin; auipmt'at an site " power supply, maintenrnce, supplic:% rheft and h,t 6fu fumes. li't,in-9,-he bridging(codon and the lay out finvion into one:in 1e 1:,10��4A. Prvdoct Data TRADERP.ADY SPAZZEW"5400 BridP}ng/Space_Bars are !-14" by 1-1/4- by 50" long. tight-=gle shtpcd bars, pr*notched for 12', 16"and 24" ccntri,fabricated from galvanized heel sheet complying with ASTM A1003 Grade ` B, %vitb a miuim= base.met d (uncosted)hickneye of 0.0539 incaes(16 GA.). i Comphanee with Standards. (Alan Specifieadons for do Design of Cold Formad Site! Structural ` =bets. (ASTM) Standard C-95 S. Standard Spenfieadon for Load Hearin; (7r3nsvarse and .Axial)Sfml Studs,Runners (Tract turd -'racing.or Bndgia6 for, Screvr kFp11ration of Gypsum 1 Boud and Motal Flaster 8,s (ASTM) Staadard C. 1007. f Sc ndatd Specifiritioe fa'Installation of Load Besting ITran5ver5e sed Axial)Steel Stads znd Related A:czssoris. v mopci PLRFORMANCL CON IRACTING INC, A4+5 Southwest Hunziker Road, Tigard, OR 97223 _ • ' ' Telephone: 503-684-5533 Fax: 503-684-3627 SUBMITTAL. DATE: OCTOBER 15, 2003 PROJECT: TIGARD LIBRARY 13500 SW HALL BLVD. TIGARD, OR 97223 CONTRACTOR: HOFFMAN CONSTRUCTION COMPANY OF OREGON l ARCHITECT: SRG PARTNERSHIP INC. SPECIFICATION SECTION 05400 - COLD-FORMED METAL FRAMING EXTERIOR FRAMING SHOP DRAWINGS & STRUCTURAL CALCULATIONS HOFFMAN CONS I RUCTION COMPANY This TranrmiUal has becn61 cd far xenrtal caaformance with coeusct ducumrats.Contrnr:or's tcekw does eat relieve the YrndonSutwontractot of rr0prrmihllity for + aumpiiaccr a ith all requirements of rh watnccdctty,,�laeludlas m IentVVe�rDeal and accuracy of this submittol D s7Tf1C Aftubmittal t WORLD-CLASS CONSTRUCTION'"' n ire urau New Tigard Library Exterior/Metal Studs Structural Calculations KPFF Project No. 20. 295 October, 2003 Submitted to., Performance Contracting, Inc. 8015 SW Hunziker Road Tigard Oregon 97223 Submitted bY. - kPFF Consulting Engineers I I I SW Fifth A venue, Suite 2500 Portland, Oregon 97204-3628 Consulting Engineers October 10, 2003 Mr. Craig Perla Performance Contracting Inc. 8015 SW Hunziker Rd. Tigard,Oregon 97223 RE: The New Tigard Library Exterior Metal Studs Dear Craig: Attached please find calculation sheets 1 through 47, dated October, 1, 2003, which verify the structural adequacy of the New Tigard Library Exterior Metal Studs, as shown on drawings PCI 1.0 and PCI 2.0 dated September 12, 2003. KPFF's analysis was based on tlie 1997 Uniform Building Code as amended by the State of Oregon. !f you have any questions or require further information, please call me. Sincerely, R'CT John T. Mayer, P.E. Ea P 8 �L 1 N ter f'r, ^� Li 05411 JTWjjkd MFG Attachments 2032951caic letter-10 10-03 doc 111 S W F:llh Avenue. Stme 1500 Portland. OA 97204-3616 (503) ?27 3251 Fax (503) 2777960 9681fle Porfltod fan Frtneitee Let Atgettt Irtitt San Diego Phoenix Mclean A/Li 9 r Lateral Force on Components: UBC Section 1632 C,:= 0.36 seismic zone factor, Table 16-Q Znne 3 Iv 1.0 importance factor, Table 16-K at,:= 1.9 component amplification factor, Table 16-0 RP:= 3.0 component response modification factor, Table 16-0 (may require reduction to 1.5 for shallow anchors) f hx := 9.5 ft component attachment e'evation with respect to grade i 1. i '7 I r 7-I L) M h,:= 28• ft structure roof elevation with respect to grade 1•pmax:= 4.0• C,- 1p Fpmax = 1.44 �,, 1P) r 11x1 J7 pall (CpI 1 + 3 hr Il Fpah = 0.24 RP L JJ Fpmin:= 0.7 C,• 1p Fpnnn- 0.25 FP:= FPalt if Fpmax > Fpalt > Fpmin Fp - 0.25 x VV p, +�e "i'"�A (7 uJp d➢u1t I.ZG Fpmin if Fpalt < Fpmin Fpmax otherwise Lj CSC 6 a IS / -it r :y, i7471 Aik r 1 , A) A p G � y � I i 3�1 F� =>,ua+ 6-4 c. Project TlG r4/1 p ,qy i.VM`• t.A^dh r�G BY AA/ Sheet pl . Lor_otbn Dote '.r ..� Consulting Engineers —-- /] — Client ( C ( RevlhedPWkv1d.Oregon lob No. E I r...vr � J."it v AF�-E tlb.J 2 FA rs l-2 i -/ Z/# r ; I r, h ....: , b7 1t -�ti< /(. X91 �� /f �.�e,x s r� ��• K '•�2, '� 'L K. ^ /LA�7 �7� �►16rJ; ('° `j 9` x �/ 7t,U R' N '64.L + �;crr l 4- ,c ''/ -�a r „ 4 er r lL, . C"vrf•,,, !� � ./j1uS ,r � T.D. /'�A✓.!/'c" (��?, f•� � .CG,'C� ,�' ,>,r.'e/ /fat•,�.',.+r `- TG:�` J/L yVatt u P76#Av,•„ CdA^ e. �. "A CASL. 1` r Sarwr� Sera n..,t L Tyr So p0oA-r �G' 4ur1b•, ) /j' ��ST vA j ��� QIG �= .�. N c,,r i Jnr. ' Day/1 C. �►+llA► - P �t' t �: qG / r � 1✓; /'3..:. 145 . •�� ��l A .00�.rw L ("� Jnr 'J Title: IGA•+ut.�M9r�LG, Job# :�0724q- Dsgnr: ldV Date: 10:34AM, 29 SEP 03 Description Scope: F2er. 560100 - ------------._------- ---- Page 1 User KW-060870.ver 5.6.1.15-0U-2002 Single Span Beam Analysis (11983.2002 ENLRCALC EncNneenng Software Description I-.General Information r�r Center Span 1.16 ft Moment of Inertia 1,000.000 in4 Left Cantilever 3.00 fl Elastic Modulus 29,000 ksi —Right Cantilever 1.00 ft Beam End Fixity Pin-Pin Uniform Loads On Cerrter Span... On Left Cantilever... On Right Cantilever... #1 0.016 k/ft # 1 0.016 k/ft #1 0.016 k/ft 4 Point Loads Magnitude 0.053 k k k k k Location 2.160 it ft ft ft ft Query Values Center Location 0.000 ft Left Cant 0.000 it Right Cant 1.160 ft Moment -0.07 k-ft 0.00 k-tt -0.06 k-ft Shear 0.07. k 0.00 k 0.00 k DeBection 0.00000 in 0.00000 in 0.00000 in Summary - N Moments... Shears... Reactions... Max+@ Center 0.00 k-ft at 0.00 ft @ Leit 0.05 k @ Left 0.07 k Max-@ Center -0.07 k-ft at 0.00 ft @ Right 0.07 k @ Right 0.07 k Maximum 0.07 k @ Left Cant -0.07 k-ft @ Right Cant -0.06 k-ft Deflections... @ Center 0.000 in at 0.57 ft Maximum = 0.07 k-ft @ Left Cant. 0.000 in at -3.00 ft @ Right Cant 0.000 in at 2.16 ft Title:)�bf»c` �ia�rM ���►t,),ti Job# o34Q- Dsgnr: .2i) Date: 10:34AM, 29 SEP 03 Descriptloa Scope: Rev. 560100 User:KW-060870.Vei 56.1.25-Ocb2002 Single Span Beam Analysis Page 2 (c)1983.2002 ENERCALC Engineering Sol"re Description `Sketch 8 Diagram jj d.007k �7��I04j; u 0.01UT 0.W�►i 1/i I f i 1 i i i 111 i 0.01eun -------- ------ - o.a{i �rj a.ofeent Rnnrlinn MftffloMf Location fN1 M ,{ f.f!0 10 Location (10 Location M Title : •fig° <'%+4� �i/�a„�ti Jotl#«7 Z9,- Dsgnr: ;fn/ Date: 10:41AM, 29 SEP 03 7escrip:lon Scupc -- Page J1 CU9er'KW-060971Aer561.25-0x.62002 Single Span Beam Analysis (c)19e' 3wweERCALC Englneedn sWlware Description General Information Center Span 1.16 ft Moo,ant of Inertia 2.900 in4 _Left Cantilever 3.00 ft Elastic Modulus 29,C00 ksi Right Cartilever 1.00 ft Beam End Fixity Pin-Pin Li Point loads _ „�.���� Magnitude 0.070 k k k k k Location 2 160 it H ft ft ft �Trapezoidal Loads--- - --- -------- - ---- - -- _-_----...--�_� Ma£nitude @ Left 0.060 k/ft 0.0 24 k/'.t kilt k/ft Mapnitude @ Right 0.024 1W.1 0.021 k/tt k/ft k/ft Dist.To Left Side -3.00'1 ft ft ft ft Dist.To Right Side f 2.160 ft ft ft [query Values Center Location 0.000 ft Left Cant 0.000 ft Right Cant 1.160 ft Moment -0.22 k-ft 0.00 k-ft -0.08 k-ft Shear 0.13 k 0.00 k 0 10 k Deflection 0.00000 in 0.00000 in 0.00000 in - ---- Summaly Moments... Shears... Reactions... Max+@ Crenter 0.00 k-fl at 0.00 ft @ Left 0.13 k (6t7. Left 0.26 k Max-@ Center -0.22 k-ft at 0.00 ft @ Right 0.10 k (q-;Right -0.01 k Maximum 0.13 k Left Cant -0.22 k-1: @ Right Cant -0.08 k-ft Deflectlons... L Censer 0.001 in at 0.54 ft Maximum = 0.22 k-ft @ Lett Cant. -0.017 in at -3.00 ft @ Right Cant -0.002 1n at 2.16 ft Title Mtn Job 9 ,?,a 5?wf<- Dsgnr: #IV Date: 10:41 AM, 29SEP 03 Description /fir7 Scope 0100 Page 2 User.KW-OW870,Ver 5.6 1.25-Oc0002 Single Span Beam Analysis (cill)(13.2002 ENERCALC Engineering Software Description ff Sketch & Diagram 0 C4F+=4 I=TM OVUM Randinco Mnvinprvtc Location (III r=- L-ication rtt) Location (ft) Sheet No. Project '774 6D (// /•'/Iry 4-,*,e.,MO,Ai 4 ey fatfnn Consulting Engineers Client Job No. Fbrtkrd.Orxpon IL � __-- -' � � Date .=q•� PST rr W t 33�l 1�� t r' I z Tnnk ' "-- S-7 K y- 8 �'•7 T-r :. rl. ,.� z (z�l = �0 .2 ,�� � t7>• - . (:�y S - L(5v1(3, � ) /ot,c,•,, I Q(L ---�) 3 9'i" 2 AV i , Shoot No. By .114 AAA . Lucatlon Date , � S Consulting Eagim,rs --- — - ----- Client ��/ Revised Job No. t --_-�_--------- -------- ----- dote t r 1 in ILL k/r i 4p 0 /41 I i r t I I r i i i I �4 ------ ftleet IVAIr (A[ I, By sbeotNo. cotbn Dote lConsulting 7Engineelrsunt (�. Rs Job No. a., . o, Dote Zo -st/�Iv-�.�-sa+�/ pF C��" /`7a+'rM►t (�) bio s,�r bb� _ ITT n Iz 1o Pro)ed Sheer No Consultlnp Enptneers Locanon Date It)r(7►�p? 1 cow �(i t Revhed Job No. nxno,d.Oogm Da29 { re STuo t rr G? t l ►y'-z ILGfb w * I-1 Rt ?q 0 „ r�,�.� : d,z 31�,`,. ,� � t�iL) , ;�,►� �., /?„�,,� - ,s � � k ``fit � , a�? ,��;� gGT., ���' �GT I,t r x '`Jz ' 241s /Z es» y5 a k r6�s' /po a` /f7G d£ `l/ 'rr it '��d = !.?/t� 571'0 G ", �4 T 1q» '/ L�, - D./dG Ae c� .4 art T-ti j,.r O►� Ven Ti S LIZ ALW-.jAd t OIL k Title:.�c,�+.r, (_ C ! A6 Job N 2v3 24 Dsgnr: f Date: 11:53AM, 29 SEP 03 Description Sur / Scope Rev. 560100 — -- — ------ ----------- ----------- ----- .�_--- UserKW-060670.Ver 5.6.1,25.Or-t-2002 SISan Beam Analysis Page 1 [ (c)1963.2002 ENERCALC Engineering Sutlwere Single Span Y Description General Information y Center Span 14.16 ft Moment of Inertia 2.900 in4 Left Cantilever 2.8b It Elastic Modulus 29,000 ksi `Right Cantilever ft Beam End Fixity Pin-Pin Point Loads Magnitude 0.056 k k k k k Location -2.850 it fl ft ft ft - . -- _---- - --- — -------- _ ---— ----— --— --- - Trat:ezoidal Loads Magnitude @ Left 0.015 k/ft k/ft k/ft k/ft Magnitude @ Right 0.012 V1 k/tt k/ft k/ft Hist. To Left Siue -2.850 ft ft ft ft Dist, To Right Side 14.160 it it it ft Query Values - ---- _----- -� ■ Center Location 0.000 ft Left Cant 0.000 it Right Cant 14.160 ft Moment -0.22 Ot 0.00 k-ft 0.00 k-ft Shear 0.11 k 0.00 k 0.00 k Deflection 0.00000 in 0.00000 in 0.00000 in Summary ---------- �■tt�r Moments... Shears... Reactions... Max +@ Center 0.23 k-ft at 8.14 ft @ Loft 0.11 k C Left 0.21 k Max-L Centel -0.22 k-ft at 0.00 ft @ Right 0.09 k @ Right 0.08 k @ Left Cant -0.22 k-ft Maximum 0.11 k @ Right Cant 0.00 k-ft Deflect'ons... @ Center -0.087 in at 7.62 ft Maximum = 0.23 k-ft @ Left Cant. 0.020 in at -2.85 ft --v @ Right Cant 0.000 In at 0.00 ft Tale: G�rLG i i 1.At . Jbb# 7 0,1 4G Dsgnr: t w Date: 11:53AM, 29 SEP 03 Description Scope $+fT Rev. 560100 User Kw-060670,Ver 561.25.Ocf.2002 Single Span Beam Analysis Page (c)1963-2002 ENEPCALC Engineering Soflwere Description Sketch & Uiagram Y 6aeeu. . _.�.,.. .- 444 — Rnnrlin,i Mnmontc Location fftl 14 left Locetiof fttl c R ---------__---- Location fftl Title: I IC,Mrp LIC. L"..4IJ . Jot# Dsgnr: Da:e: 12 10PM, 29 SEP 03 Description Scope: <F11 user KW 01, 70,Ver 5. 11.25-OC1-2002 Single Span Beam Analysis Page 1 (cf,VI 3,2002 ENERCALC Engineering Software Description General Information — Center Spa rl 14.16 It Moment of Inertia 2.900 in4 Left Cantilever 2.85 it Elastic Modulus 29,000 ksi ^Right Cantilever ft Beam End Fixity Pin-Pin �Point Loads -------------� -----� ---� Magnitude 0.020 k k k k k Location -2.850 it It ft ft ft Trapezoidal Loads -------- --___-� Magnitude @ Left 0.017 k/ft k/ft k/ft k/ft Magnitude @ Right 0 013 k/ft kltt k/ft k/ft Dist. To Left Side -2.650 it ft ft It Dist.To Right Side 14.160 ft It ft It Query Values --— ._—_---- ------- ---N Center Location 0.000 ft Left Cant 0,000 ft Right Cant 14.)130 ft Moment -0.13 k-ft 0.00 k-ft 0.00 k-ft Shear 0.12 k 0.00 k 0.00 k Deflection 0.00000 in 0.00000 in 0.00000 in umfnary - --- ------ .. w�sae�w Moments... Shears... Reactions... Max+@ Center 0.31 k-ft at 7.56 ft @ Left 0.12 k @ Left 0.18 k Max-@ Center 0.13 k-ft at 0.00 ft @ Right 0.09 k @ Right 0.09 k Co?Left Cant -U.13 k-ft Maximum 0.12 k Ca?Right Cant 0.00 k-ft Deflections... @ Center -0.126 In at 7.28 It Maximum 0.31 le,t @ Left Cant. 0.062 In at -2.85 It @ Right Cant 0.000 In a! 0.00 It Title: 11/^*yzo Ltd, C�+.Aa . Job# 10329` Dsgnr: Date: 12:10PM, 29 SEP 03 Description 7- Scope i. Rev: 560100---------___._. _.-_._ _.�----------- -- - - -- User:KW 060870.V;,r5.6.1,25.Oct-2002 Single Span Beam Analysis Page 2 (c)1903.200 SWRCALC Engineering Software Description jSketch &Diagram — - ------i_�...-----------:-_—_--. __� 83) I"I, oo 50d o2. 88d 00iT'4-TITT1r_V�51o° ° 0e ie 0 1. 31 4 0 c-~ Flonrliynn Mnmonle Locndon 11t1 1I 8,10 1 4.1 ee ---- 0.0@ - -- - - - 0.06 0.04 - + - Y 0.02 — 0.0 0.02 .0.09 .__ -....._ ... b7 .37 ..Oil 7@ 40 1 .T0 1.00 1 .e0 1 .3t 1 .0 Roam Chovr Location fftl 0.0 _ _ — L •0.02 - -- - ---- -0.04 - -'- --- •0.08 .008 - .e7 .37 .O@ .7@ 40 .W 14 go 16.80 T .31 1 .0 noflortinn Location (tt) ProN FPa"kmd.Orvwn et & ATLQ LI#J �L� M 3%W No. Location Dote p/Q, C? .� lLConsulting EngineersClem ,.� Ra�bed JobNo. j Date 2v3Z�'1 1� 1�•1L lifl�.� 1613 1LJ&Dto 3'•D 40 Yq Iz I i �1� I I � N i •( / 2r-3" )e 2 �dn3 �Je 2/Oki/,? , � o�,r = XZ R 2� � ., = pu• h. �� ll� iy,e SIAL t ✓o 17 dorl'.•I 4e l 3z I I � Tifie TlG x/14 .4 _✓4� J o b# Dsgnr: Date: 3 13PM, 29 SEP 03 pescrip:ion : 7 Scope Page I User:KW-080E70,Ver 56.1,25-0 - d-2002 Single Span Bearn Analysis (c)1983.2002 ENERCALC Engineering SMrware Description General Information Center Span 12.00 ft Moment of Ineftia 2.900 in4 _Left Cantilever 3.00 ft Elastic Modulus 29,000 ksi Right Cantilever 4.00 ft Beam End Fixity Pin-Pin Point Loads ��---------- --- --- --_ -- --- —__--}„ Magnitude 0.057 k k k k k J Location 16.000 ft ft ft ft ft Trapezoids! Loads m----------T-- ---,-- -uT-f_._--_-.-- Magnitude @ Left 0,016 k/ft k/ft k/ft k/ft Magnitude @ Right 0,012 k/fr klit k/ft k/ft Dist.To Left Side -3.000 ft ft ft ft Dist.To Right Side 16.000 ft ft ft ft I-Query Values Center Location 0.000 ft Left Cant 0.000 ft Right Cant 12.000 ft Moment -0.07 k-ft 0.00 k-ft -0.33 k-ft Shear 0.07 k 0.00 k -0.10 k Deflection 0.00000 in 0.00000 in 0.00000 in _.-.._— Summary Moments... Shears... Reactions... Max+@ Center 0.07 k-ft at 4.42 ft Q Left OW k @ Left 0.11 k Max-@ Center -0.33 k-fl at 12.00 it @ might 0.11 k P Right 0.21 k MF,xirnum 0.11 k @ Left Cant -0.07 k-fl �?Right Cant -0 33 k-ft Deflections... 0,Csnter -0.008 in at 4 04 ft Maximum = 0.33 k-ft to Left Cant. 0.002 in at -3.00 ft ®Right Cant -0.068 in at 16.00 ft Title:[14M14 L� �!. . Job# 20329 S Dagnr: Date: 3:13PM, 29 SEP 03 Description Scope: CO %Oioo— User KW 0601379,Ver 5.6 1.25-Oct-2002Page 2 (c)1963-2002 ENEPGALC Engineering Wtwerc Single Span Beam Analysis Description Sketch 8 Diagram ori rrirn�zZ ri��r �rrrr�z 0.012kM Randinn Mnmanot Location (4t1 12f Location (ftl v Location (ft) ia�,z Title: r-r r3 ��LA4 ,lob# - t gsgnr: Date: 3:19PM, 29 SEP 03 Descriptio, �// / �"1- Scope ._—. —_ _ -------- — ------ ------_._-- -Page 1 j CUser W-OM70,ver 5G.1,25.00-2002 Single Span Seam Analysis L (c)1983-200^EhERCALC Engineering Sdhwre Description General Inforn,.ation Centur Span 12.00 ft Moment of Inerti, :.900 in4 _Left Cantilever 3.00 ft Elastic Moe-lus 29,000 ksi Right Cantilever 4.00 It Beam End Pi�il, Pin-Fin Point Loads _ -------- ----- --- — - Magnitude 0.018 Is k k k f t ft ft ft Location 16.000 ft Trapezoidal Loads J Kitt Magnitude(0 Left 0.063 k/ft 0.024 k/ft k/tt k/ft Magnit-de®Right 0.024 k/ft 0.015 Kitt Wtt Dist.To Left Side -3.000 It ft ft ft Dist.To Right Side ft 16.000 ft ft ft QLlery Values Center Location 11.000 ft Left Cant -3.000 ft Right Cant 16.000 It Moment -0.09 k•ft 0.00 k-ft -0.00 k-ft Shear -0.10 k 0.00 k 0.02 k Deflection -0.00624 In 0.001513 In 0.00102 In Summary IN Reactions... Moments... Shears... Max+ Center 0.16 k-ft at 5.94 It (¢Left 0.13 k a Left 0.28 k Max-®Center -0.22 k-ft at 0.00 ft C Right 0.11 k a Right 0.20 k Maximum 0.13 k a Left Cant -0.22 k-tt C Right Cant -0.20 k-ft Deflections... a Centex -0.036 In at 5.98 ft Maximum 0.22 k-ft ®Left Cant. 0.002 In at -3.00 ft ®Right Cant 0.001 in at 18.00 ft t Title: -7GnrL4 Lf/S, Job -G �1G Dsgnr: Date: 3:19PM, 29 SEP 03 1 Description Scope Rev5eo,00 .�_ _ --------- -------_._-----------------___—_------- , User.KW-060870,Ver 5.6;•25-0c1.2002 Page (c)19 .2002ENERCALCEngineetingSoftware Single Span Beam Analysis 93 Description Sketch&Diagram t01ek '. •0.04 ,i— ---- — .0.0o -0.13 --- -- — -- 0. 0.01"A .0.22 — 8Y 1 A Ranrlinrr Mnnvpnta Location (ft) 12e - o.0 •0.03 - -e.00 •0.10 - •0.13 IF 87 ..77 .e7 1S8 le 1 .39 11.29 4.19 IiF 10 16.0 RD-Am Chpar Location (ft) 0.00 0.0 •0 Do -0.01 6 -0.02 — •0.02 -0-O.L32 .0 :8:41 ?87 .77e7 .LSWS �Z4.301 .10 1 .10 .0 noflartinn Location (ft) / I k Mt A /3 . �� sneer No. 1 o IlJf► d 3 Consulting Engineers loccffim Date-- Job No. COW Ac./ RevMed •� Date fou 'rt.l L, jAh (Cn I(.P,� �'SOJ��'� I . 2GM.► G�pc� ,'wb tj QGt� 3 u jpw 2 rs t 17q* Z4 (e 6, ='vzI (kms `Rinof r 146 0 1-N d rM I 12 QS t (t G d '•. 4y N p' >��'Z�Z7 k w � ��'�5► n�c v?'4rAi 4f(� TrG A►�� _ 4. p`3 01,^,rlll �zy �I I r7� i I i N i i I I I a a Y' a a .ySf 926k I � a 4 .a I I `f YI I ,1 .a a � � a I a I Y •ori � ' :Y; of I laW„LC 1. RxuM Ila LC Member Data X-Axis Shape! Material Phys End Releases End Offsets Inactive Member Label I Joint J Joint K Joint Rotate Section Set Memb I-End J-End I-End J-End Code Length idc rees Set 70M x�. xvc x�z xyz nom_ (ice �(w M1 N1 N4 T -- 6 - SECT STL Steel Design/NDS Parameters Member Section Length Lb y-y Lb z-z L 3omp Cm y-y Cb Sway Label Set le2 tell (e bend K y-y K z-z CH Cm z-z B y z R - ------ _- ft) -- (It) (ft)_ Iftl - L-- M1 SEC1 1 19 Materials (General) Material Label Young's Mor'ulus Shear Modulus Poisson's Thermal Coef. Weight Density Yield Stress ksi (ksi) Ratio er 10^5 F�_-- 1k/ft^31-- --_ ._ NO-._ _ STL 29000 f 11154 3 65 T - _ -- — 49 j -- 50 Sections _ Section Database Material Area SA(yy) SA(zz) I y-y I z-z J(Torsion) T/C __Label _ Shape Label _ (in)^2 in^4) � I�n"4) _ (in^4 On! SEC1 — I 5.5Cs1.625X057 STL 529-] 1.2 1.2 .175 I 6 I .000573 J Merr,')er Direct Distributed Loads, Category : None, BLC 1 : Member Label Uirectum Start Magnitude End Magnitude Start Location End Location ;kJft, F) - _A0ft,F)__ (ft or%) (ft or%)�— M 1 .__ �__..n I 012 _ j - -- :016 +1.__—_ 0 0 Member Point Loads, Cateqory : None, BLC 1 Memhar l rebel I Joint J Joint Direction Magnitude Location _ k,k- or% M1 _N1 T N4 - X_ —� .926 6.85 — (.-- - M1 -- - . _ _�N 1 _ N4 . - .967�_L_ 1 M Load Combinations Nuns Description Env WS PIDSRSS CD BLC 6Factor BLC Factor BLC Factor - BLC Factor i I _ - _ r---1-y�6�—� 1 1 I Z_ I Reactions, By Combination - r L,C Joint Label X Force Y Force Z Force X Moment Y Momen! Z Moment __ (k) k k _ (k-ft) k-ft k-ft 1 N1 .411 0 0 0 0 1 N2 i-1.45 0 ----- — 0 . _ _ . 0 1 N3 -' -.516 0 1 0 0 NC J 1 0 H 1 Totals. -1.559 0 0 COG ft : NC NC NC Member Deflections, By Combination , LC Member Label Section x-Translatlon y-Translation z-Translation x-Rotation (n)Lly Ratio (n)Uz Ratio .. _ in (in) in radia 1 0 0 0 _ 0`7— NG ` _ NC �f _ 2 0 �023 Q. Q ® 16,r 3 0 -.159 0 0 1003.054 NC — 77 '� _ 4 D - ---- _ 0 - .136 _0 0 NC NC Member Section Forces, By Combination _ ( LC Member Label Section Axial Shear y-y Shear z-z Torque Moment y-y Moment z-z r- -r- (k) — kjk (k-Ftl L k)-E (k-ft)— , }— M1 t_?1 0 -.411 0 0 0 0 _:_ ' 0_ .._ 983 —0 0 6 0 1.wi___� RISA. ;'.0 V(!tsjor-: e,.5h �[d:\RISA3d\untitlerl.r3dj Page 1 Member Section Forces, By Combination, (continued) LC Member Label Section Axial Shear y-y Shear z-z Torque Moment y-y Moment z-z (k) (k-ft) k-f tL _ L .Q_ _ k-j 3 0 0 1 0 T-__j__0 -7-1.066 4 0 -.443 00 n,72-6, 5 0 0 0 RISA-3D Version .5b jd)RISA3d\untitIed.r3aj Page 2 �St S•^�r L �+4`T �� Alember Direct Distributed Loads Category : None, BLC 1 : Member Label Direction Start Magnitude End Magnitude Star!Location End Location (k!t,FL -__ (k/ft,F) _-- --- ft or%).___ —eft or%�— ``�. M 1 -— XX __024 ,- L I-- - M1 . X _ 21.3_ X24 — :_ _— 16___� Member Point Loads, Category : None, BLC 1 . Member Label I Joint J Joint Direction Magnitude Location _ _ k k-fteft or% _. M1 N1 _ N4 �� X439 6.85 M1 N, Na _ �.. 7 ._ : 3.t 6. Load Combinations Num Description Env WS PD SRSS CD BLC Factor BLC Factor BLC Factor _BLC Factor, Reactions, By Combination LC Joint Label X Force Y Force Z Force X Moment Y Moment L Moment --- k kl —Lk-ftl� L— - -- f tL- Ell0 N 1 .205 0 _ 0 0 0 _0 -NZ -.798 0 0 0 0� 1 N3 -.446 0 0 0 _ NC 1 Totals: -1.039 0 0 1 COG ft : NC NC NC Member Deflections, BV Combination LC Member Label Section x-Translation y-Translation z-Translation x-Rotation (n)Uy Ratio (n)Uz Ratio (in) _.-(InL-� ,�n1� _ _ radians 1 M1_ 1 0 0 0 0 NC NC 2 _ D -.012 _ fJ b521.49 � IANC 3 0 -.084 0 0 2004.961 NC -- — 4 0 — -.038 .0 0 27(16432 N C. 5 0 - .059 _ 0 _ _0 NG _ NC v Member Section Forces, Bir Combination LC Member Label Section Axial Shear y-y Shear z-z Torque Moment y-y Moment z-z k (k) (k) (k-ft) (k-ft) _—Ak-ft)- 1 M1-^_ 1 0 -.205 0 0 0 _._ 0 2 0 .524 0 0 0 •584 3 0 0 0 0 0 -.595 4 0 _ -.275 U 0 a -:291 5 0 0 0 0 0 0 RISA-31D Version, 4.5b f[) \RISA3d\tigard library stucl rad) __ �^ Page 3 Project l i�I�✓/4 4 1,S. �� By (/ Sheet No. ✓ L . Location i Dote /a �fj�AQP Consulting Engineers / Job Client V f' ReAmd Dore 2�31A $tet L'.1Lp 3 ` �ts�tr,4 FKA Mi 6.r n = 2��f kJSaL t psi �1 � r IOP61 10 �PSt _ ZSvAd In_/02g T C Il// vt A L o A n ��Kp AT' (,�Qyrl4tl" S-rl'a — 'SS IS7t.(p +ti ST-1 rcC'u A 1 + VOIL �c,, u LA r- Mks �K `Ll If) �1 16 '3 51 a✓% V: .253 �� ,��/ w �mr Jn7 = 7Z3A, vJOUn CA AAt Or,/ ; W7$ (1.?3)(I yt�t!j��� � 1.13r ' 14 OA: StiffiClip'S' LB pass pandriefWall'Slab By. StiffClip'D LB series connects exterior wall studs to the building's ucture through a unique design incorporating the use of stiffened legs of a 90°angle to increase bending strength. StiffClip LB resists horizontal and vertical loads. The allowable design load table shown below is based on the use of StlffClip LB as it is ! , attached to various steel stud depths,material thicknesses and yield strengths. Design loads consider loads on the dip and#12 screw fas- , teners to the stud web. Pre-drilled guide holes in each leg allow for r greater installation efficiency. 111111111111171 Steel: ASTM A653/A653M, SS Grade 50(340),Class 1, 50ksi (340MPa)minimum yield strength,65ksi(450MPa)minimum tensile strength, G-90 (?275)hot-dipped galvanized coaling. Material thick- ness: 68mil (14ga, .0713"design thickness). The attachment of Stiff Clip to the structure may be made with either a _ PAF or weld and is dependent upon base material properties and the design configuration. Mama Note: ♦ For PAF's, fasten within'/,"from the angle heel centerline of the ♦ Various lengths allow for construction tolerance 1'/z"leg. ♦ Guide holes for attact men!to structure and stud ♦ Guide holes for attachment to structure are .164"in diameter, ♦ Replaces expensive bracing and are standard for LB362. LB600,and LB800 ♦ Structurally load tested her• — — � �4n '�rr �� •Strengtheninla ribs are present 1 In 3 518",6",anal 8"sizes. • r�S+ ! b jr, t�.ilf r Secure LB to pour slop with engi- Connect clip to stud with screws neered attachment provided. Attach from thinnest SUNmaterial to thickest. � 5" %• 11101031111:1 OV-1111111ii!j Stud depth Stiff Clip LB is available for various stud depths. To specify, multiply \ stud depth by 100. Example: 6" stud depth Designate: StiffClip L8600. Stud Fy - -- Thickness (yield) F1 V2 F3 ,F3 Mils ga) Stud (kips) (kips) kips 33 (2'j) 30 0.191 0.754 0.754 4; 18' 33 0.248 1.122 1.122 F1 54 16 33 0.312 1.181 1.503 54 16 50 0.450 1,11`111 1.503 6814 50 0.567 1.181 1.503 97 12 50 0.809 1.181 1.503 118 S10 50 0.988 1 1.181 1.503 F2 ♦ Allowable loads have riot been increased for wind, Loads listed reflect force In a single direction. When wiismfc,or other factors. multiple loads react on the connection,it is the responsi- • Loads are based on the use of four#12 screws. bility of the designer to check the Interaction of forres. Raleigh,NO: Phania(919) 1 845-1028 'Bakersfield,CA: PhoO(6611) 11 Fax(661)8P41,4344 a ,/ Prolect b M!13 L 1 C L r-• 81FrOwSheer No. IConsulting Engineers Location Dote j0 AI t?3 Client �� ( Revised Job No. �._nont2.orrraon _. Date 29� R F t,J y e+ A°V C#R r`1-f F � G►-r! RE 1 5--J5--J r` �j F n C ,�INra Iew+ MMc : �. t/ kCjrL = /7 etet 1 4r 7- : 417e## /LF r r UU 110L, 7x t7rw so <nrA1. D� z ...1' .53k r CL. i r: t, ;Y i E=.nes gpu141or LC 1, Member Data X-Axis Shape/ Material Phys End Releases Er.,Offsets Inactive Member Label I Joint J Joint K Joint Rotate Section Set Memb I-End J-End I-r nd J-End Code Length degrees Set TOM xyg ng x n�_Z_ �' in ft _ M1 N1 ,'13=_ SEC1 STL Y �_ 17 Steel Design /NDS Parameters Member Section Length Lb y-y Lb z-z L comp Cm y-y Cb Sway Label Set let �lle�tle_bend K y-y K z-z CH Cm z-z B y z R ft M1� T SECS 17 1ft I 1 1. 1 1. 1 -T_ 0.-� Materials (General) _ Material Label Young's Modulus Shear Modulus Poisson's Thermal Coef. Weight Density Yield Stress ksl (ks1 �Ratio per 10^5 FZ k/f A3 j~ STL _ 29000�T 11154 � .65 �� .49 _ 50 Sections Section Database Material Arse SA(yy) SA(zz) I y-y I z-z J(Torsion) TIC Label I?,ha a Label in"2 (in^4) 0n"4 Onl L-SFC1--- 5.5C; STL 1529 1.2 1.2 .175 6 .000573 Member Direct DistKbated Loads, Category : None, BLC 1 : N 2 X 2-1 Member Label Direction Start Magnitude End Magnitude Start Location End Location (k/ft.r) _ _ (ft or%Z ft or% .015 --_L -0 1 0 Member Point Loads, Category : None, BLC 1 : Member Label I Joint J Joint Direction Magnitude Location �k-ft) _Lft or% M1 ��- N1 -� N3_ -_�-X 53_- �- 95 Load Combinations Num _ _Description Env WS PD SRSS CD BLC Factor BLC Factor BLC Factor BLG Factor_ ReactionA, By Combination LC Joint Label X Force Y Force Z Force X Moment Y Moment Z Moment k) (k) -Ck1 (k-ft) _ —S � ) -- - 1 Ni - 67 �- 0 - 0 10 NC 0 1 N2 [ 8.1 0 1.00 _-- . G y 0 a 1 N3 1 .469` 0 0 _ 0 0 _ `0 _ Jl 1 Totals: 1 -.76 0 0 1 COG ft : 1 NC NC NC Member Deflections, By Combination LC Member Label Section x-Translation y-Translation z-fransiation x-Rotation (n)Ly Redo (n)L/z Ratio in (in) (in) radians I M1 _ 1 0 0 _ 0 0 NG NC -1 2 0 .0 0 -- NC-- 3 0 -.15 0 0 1361.667 NC 4 0 � 3 0 0 _ t�C -- - ------ 5 0 0 0 0 - ----NC --NC -- Member Section Forces, By Combination _ LC Member Label Section Axial Shear y-y Shear z-z Torque Moment y-y Moment z-z (k) _—Ike— Lkl k-ft _kJ—__-- 1 M1 1 0 .167 0 0 0 0 11 3 _ 0 .059 0 L 0 1 0 RISA-31D Version 4.5b rd 1RISA3d\untilled.r3d] Page 1 Member Section Forces, By Combinati—, (continued! Jr LC Member Label Section Axial Shear y-y Shear z-z Torque Moment y-y Moment a-7 (k) (J (k-ft (k-ft _ (k-ft) 0 --- 0 .00 i �-�------------ 5 U 469 ----U _ 0 U RISA-3U Version 4.51, [d:1RISA3d\untitled.r3dj Page 2 e- Member Direct Distributed Loads, Category : None BLC 1 ' Member Label Direction Strait Magnitude End MagniL.de Start Location End Location (k/ft,F) or OAL_,_ ft or%ol_ --- M1 —-�1- X �-_. _`.013 � _ .017_ Z.__— 0 _ � 0 Member Point Loads Category • None, BLC 1 Member Label I,�oint J Joint Direction Magnitude Location _jft or% 9.5_] Load Combinations _ Num_ _ Descrption — Env 'NS PD SRSS CD BI-r_, factor BLC --Factor BLC _ Factor BLC Factor �- ---- - �_- -- _Reactions By Combination _ — LC Joint Label X Force Y Force Z Force X Moment Y Nlomen' Z Moment - _Lk) T (k) ---�L__ -eft k-ft (kkft)--6 00 00 —{962 0 0 — 0 0 _ 0 417 0 0 0 0 — 0 1 T Tot Is' -.705 0 0 1 Ic;0�� ft : I NC NC I NC Member Deflections, B jCombina}ion LC Member Label Sertion x-Translation y-Translation z-Translation x-Rotation (n)Lly Ratio (n)Uz Ratio lir)_ —_ (in) jin� radians 0 0 0NC NC �-- Q IID i ;69�i C 3 0 -.135 0 0 1509.16 NC 4 0 5 --0- - - - 0 — 0 _ -- --- ---NC . - --NC-- Member Section Forces, By Combination LC Member Label Section Axial Shear y-y Shear z-z Torque Moment y-y Moment z-z (1 -- �1 _—_L)--- -- k ft ____(k-ft) _ - (k-ff 0 16 0 0 0— 0 ._ 2 —0 �102 0 0 __-0 _ 3 0 _041 0 0 0 _ -.8 3 4 0 475 0 0 f 5 0 i .!41J7 0 — 0 0—_ 0 — RISA-3D Version 4 Sh Id 1RISAMuWitleds3di Ir VertiCliP@)8LB. E3ypass Slab ♦ Positive, mechanical attachment ♦ Eliminates shims and scabs ♦ Only mill-certified,50ksi steel is used ♦ Aligns wail studs quickly and easily by accounting for ♦ Step Bushings pre-installed for accurate placement construction tolerances(see page 49 for standard lengths) ♦ Rated screws provided ♦ Eliminates bridging or strapping within 12"of connection ♦ Load transferred from stud web ♦ Attaches to structure with PAF or welds ♦ Elimination of Friction-held assemblies ♦ Meets all building code criteria ♦ Adaptable for multiple configurations 10"or 12" VertiClip SLB is classified by multiplying stud depth by 100 Fxample 6"stud =VertiClip SI-13600. VertiClip SLB600 and SLB800 have 3 slots for greater efficiency 4• with construction tolerances and do not require a screw or step bushing unless specified. The Ve•a'iClip SLB 600-10,600-17., 800-10, and 800-12 are former custom connections which have been included 3s standard prod- V acts to provide our customers with greater cost benefit! i -- i r Step Bushings may be moved from the first(Inner)to the second (middle)slot of the SL.R 600 or 800 to accommodate greater build- •Use of strengthening ribs varies hdh oath,Gip. ing tolerances. h�'�.' I .. • J "I'W rvJ Studd F2 wl2 F2 wl3 VartlClip Thickness) Fy (yield) screws screws Series Mils a) Stud (kips) SLB 330) 33 0 376 0.564 43A18 33 0.560 0.840 54_(16) _33 0.792 1.188 54.(16) 50 1.138 1.707 68 14 50 1.610 1.856 ' 1 97 12 50 1.802 1.856 —. ♦ Allowable loads have not been increased for wind,seis- mic,or other factors "' ♦ Two X12 screws are provided with each VertiClip SLB. If I-t�ds Justify use of a third screw,TSN will provide 3 slots and 3 screws with each clip r .: nI i s . •. .5 077 3 VertiClip"il) : : • . • �f 3 ,iClipQ,SLB connects exterior(,urtainwall studs, bypass- ing the buildingstructure,while allowingfor vertical deflec tion of the structure up to 2"(1"up and I"down). VertiChp's unique desigr provides both an anti-friction and , ,'t._ �• � �.. anti-seizure connection between the clip and the stud web surface thereby preventing a transfer of vertical forces into I • �``"" curtainwall framing,which is not engineered to support ' axial loads. VertiClip SLB eliminates flange-loaded, fric- + lion-fit clips, which do not address web-crippling. Allowable " F loads are based on use of two#12 screws for attachment to stud(provided by TSN). ASTM A653/A653M, SS grade 50(340), Class 1, 50ksi (340 MPa)minimum yield strength, 65ksi(450 MPa)minimum ten- sile strength, G-90 (2275)hot-dipped galvanizb I coating. 1.5» 6"&8"clips-oniain 3 slots and 2 Material thickness = 68mil (14 gauge, 0.0713"de--in thick- '� Step Bushlogs,placed at the inner uses) • &outer slots. Use of all 3 slots:s dependant on load requirements (page 14). e The attachment of VertiClip to the primary structure may be e made with a PAF or weld and is dependent upon the base material(steel or concrete)and the design configuration. • 0 I , Ote: • Fasten within 1W from the angle heel(centerline of the 11W leg)to minimize eccentric load transfer. 0 • Guide hales in the 11W'leg measure .164"in diameter \ 5" • DE flection requirements greater than'/."up or down or a available. Stud depth\ VertiClip SLB series is designed to support horizontal loads and should nr)t be used in axial-lobd-bearing wall construction. •Use of strengthening ribs varies with each clip. Each VertiClip SLB contains stiffened ribs In the angle heel. VertiClip SLB362& SLB400 do not contain stiffened ribs in the leg attaching to stud. VertiClip SLB 600 and SLB800 do contain stiffened ribs in both • angle legs. - fI , P A.F. ; �.. VtL': f Angle «: ; Attachment - to Steel - VertiClip SLB f e VertiClip angle agairst structural Attach SLB to structure with required fas- Fastan SLB to stud with provided screws ,.,,ur stop. teners. through Step Bushings. s •4 r r r� if 31 . -- - - - - ���- ,y� Sheet No. Project 1 �L(. r"-f� � Location--- --- Dore Me Consulting cnglneers ---- Job No. Client L. RwAwd Pod"-,d.099m Date 3;..j = IC ,01 Zw�F (110 ti J Nb Cam r Ar I M ,.- u� !1 NT ,Jt 2Zrf' L� _ Zq,a 15pj1 �''�/,i � Cad I AV role �,�♦ f�C'+0„t . IL l t'A, g, , C',c r BY „f Sheet No. Consulting Engineers �ocatbn f Dose /0/O►:'v?� Clon L( aswa No. � �. natww.o�wor� Date AL&.Wu ly { etc- � �^rT —00 PO 10 0 PL — ?8" ME .,Jg fir/) �1G p �'�`�--�— rr►w," Ito# a� ELM!� C Ow XF-A-/✓G f^ 1 s 1 /4S Sur"C tit T.1 Aen /C-wt+r s Title: T� Gr l t.✓Er Job# LLQ+;29 C Dsgnr: Dale: 10:43AM, 1 OCT 03 Description Scope: T .17 Rev: %0100 - ----- ------ -.--._.--------....------. .-..__---__-_____-_-- UsH:Kw-060670•Ver 5,6.1.25-Oct-2002 Page Sear �2am Analysis Page 1 01883-2002 ENERCALC Engineering SofMare rev Description j General Information Center Span 4.00 fl Moment of Inertia 2.900 in4 Left Cantilever 2.85 ft Elastic Modulus 29,000 ksi Right Cantilever ft Beam End Fixity Pin-Pin niform Loads On Center Span... On Left Cantilever... On Right Cantilever... #1 0.019 k/ft #1 0.019 k/fl #1 k/ft Point Loads —__--- Magnitude 0.066 k k k k k Location -2.850 ft ft ft ft ft Query Values Center Location 0.000 ft Left Cant 0.000 ft Right Cant 0.000 ft Moment -0.27 k-ft 0.00 k-ft 0.00 k-ft Shear 0.10 k 0.00 k 0.00 k Deflection 0.00000 In 0.00000 in 0.00000 in ummary Moments... Shears... Reactions... Max+@ Center 0.00"t at 4.00 ft a Left 0.12 k @ Left 0.22 k Max-@ Center -0.27 k-ft at 0.00 it @ Right 0.03 k @ Right -0.03 k @ Left Cant -0.27 k_ft Maximum 0.12 k @ Right Cant 0.00 k-ft Deflections... @ Center 0.004 in at 1.59 ft Maximum = 0.27 k-ft @ Left Cant. -0.031 in at -2.85 ft @ Right Cant 0.000 In of 0.00 ft Title: I[G , 1- h [ Job# �2qr Dsgnr: Date: 10:43AM, 1 OCT 03 Description Scope: 3 Rer. 550100 _�-__` .-�'� _ User:Kw.060870.Ver5.61.25-opt-2002 Single Sparc Beam Analysis Page (c)1983-2002 ENERCALC Engineenng Software Description Sketch &Diagram om -0.03 -0.08 -C.01,.-• -C.00 - i -0.11 - Kom T � � -015 o.Y��C�i�tMT��'1I�1--1�1T�1T71 T11111-if?i�i 71-�T1101.0�o.ata-vin=f f i f l f t{1 11{{l� OOriNR -U0i.2� . 1 e7 .3 9 70 .1e-- 8 RandInn Mnrnanle Location rRl r- - D.Da _ 0.04 ,: 0.0 .0.0 2 .0.06 -0,07 •0.10 ----- -- .e7 - 30 .� .73 .42 .10 R.70 .<e .1e .B Raam Qhoar Location (ft) -0.00'0.0 I - - •0.02 - - -0.0I - -- •0.01 - - •O.D3 .e7 .3e :t 03 .73 .12 .10 4.70 .48 8.18 1 .e noflorfinn Location (ft) 1 Title: I tk, j r �r C�LA-0 . Job# ,40-3r'gC Dsgnr: Date: 10:59AM, 1 OCT 03 Description Scope: ;N'r, ' Rev. 560100 a---- —� -- UserKW.060870.Ver 5.6.1.25.0ct•2002 Single Span Beam Analysis Page 1� (c)1983.2002 ENERCALC Engineenng So6were Description General Information -- Conte,Span 4.00 ft Moment of Inertia 2.900 in4 Left Cantilever 2.85 ft Elastic Modulus 29,000 ksi Right Cantilever ft Beam End Fixity Pin-Pin Point Loads Magnitude 0.016 k k k k k Location -2 850 ft ft ft ft ft Trapezoidal loads Magnitude @ Left 0.015 k/ft k/ft k/ft k/ft Magnitude @ Right 0.013 k/ft xltt k/ft Wit Dist.To Left Side -2.850 ft ft ft ft Dist.To Right Side 4.000 ft ft ft ft Query Values Center Location 0.000 ft Left Cant 0.000 it Right Cant 0.000 ft Moment 0.11 k,ft 0.00 k-ft 0.00 k-ft Shear 0.05 k. 0.00 k 0.00 k Deflection 0.00000 in 0.00000 in 0.00000 in Summary --- Moments... Shears... Reactions.. Max+@ Center 0.00 k-ft at 3.97 R @ Left 0.06 k @ Left 0.11 k Max-@ Center -0.11 k-ft at 0 00 ft @ Right J.00 k @ P!Jnt 0.00 k @ Left Cant -0.11 k-ft Maximum 0.06 k @ Right Cant 0.00 k-ft Deflections... @ Center 0.001 t,- at 1.47 ft W-Amum = 0.11 k-ft @ Left Cant. -0.01 t in at -2.85 ft @ Right Cant 0.000 In at 0.00 ft Title : TIG �'�� . L L f1 A Job# Ld3 d-"C Dsgnr: Date: 10:59AM, 1 OCT 03 Description: 'I Scope 7- Rev Rev. 560100 User:KW-W070,Ver5.61.25.0ct-2002 i Single Span Beam Analysis Page 2 I (c)1983.2002 ENERCALC Enoineenng SoM+ere Description Sketch&Diagram o�oo -u.03 -0.00 — .0.007 ,5 -0.12 .0.16kA :0.to 1 -A27 _ — .0.27 .3OS 2.73 12 .10 .70 18 6.,ffl e 8 Ronelinn Mnmantc Location (ft) - 10R_..._ 8 06 - - - - -- o.04 0.04 — 0.02 -0.0 - -0.07 — — - 7 -D.0 — .0.112 .07 .36 .05 .73 .42 .10 70 .1a RPAmp Ctinar Location (ft) -00.000 — r .0.01 G -0.01 -•— .0.02 !� -0.02 - _ — 002 -o.o e7 .392.05 2,713 6 1.10 70 5.48 P3.18 .e noflortinn Location (ft) �� • Sheet Na I 1 > Project , L I�' r ''I C./'fJ7d 9v J) / . location _ Date f a ,/ , I �Consulting Engineers — Job No. C Pent ��� / Revbed f Pornaw.or.gn — — --- __ Dote �J7 E --------------- •.—ter _ �Jd E S-ill �l J / l,: uiHO Dt[ 7V r r + I �,�„ L /fir I R ---:--- f r t 5 -Y �v nl a,,l 4 AN G C Ole- i � I T k �.V� r Title: G `i �3 ��rq1�. Job# Dsgnr: Date: 11:39AM, 1 OCT 03 Deseriptlomi Scope: NT 47 Rev: 560100 neer.Kw-060e70,ve.s.6.1,25-ocl•2r.�2 � Single Span Beam, Analysis Page 1 (c)19e3-2002 ENERCALC Engineering Software Description [General Information Center Span 12.00 ft Moment of Inertia 2.900 In4 Left Cantilever ft Elastic Modulus 29,000 ksi Right Cantilever 4.00 It Beam End Fixity Pin-Pin l Trapezoidal Loads Magnitude®Left 0.024 k/ft k/ft k/ft k/ft Magnitude Right 0.012 k/ft k/tt I Ift k/ft Dist.To Left Side It ft ft ft Dist.To Right Side 16.000 ft ft ft rt?uery Values Center Location O.Ono ft Left Cant 0.000 ft Right Cant 12.000 ft Moment 0.00 k-ft 0.00 k-ft -0.10 k-ft Shear 0.12 k 0.00 k -0.12 k Deflection 0.00000 in 0.00000 In 0.00000 in F�� Summary - - --_ - ------- -1 �trs.t�l Moments... Shears... Reactions... Max+@ Center 0.30 k-ft at `i 33 ft @ Left 0.12 k @ Left 0.12 k Max_@ Center -0.10 k-ft at 12.00 ft @ Right 0.12 k @ Right 0.17 k @ weft Cant 0.00 k-ft Maximum 0.12 k @ Right Cant -0.10 k-ft Deflecticntl... @ Center -0 089 in at 5.78 ft Maximum = 0.30 k-ft @ Left Canf 0.000 in at 0.00 ft @ Right Cant 0.071 in at 16.00 ft Sketch & Diagram om 0^1 _- D o2 _.. 0 D4 D.as - - ] •0 fill e��{Tl�i i LTi i iT�T#Ti i i i iT�ITi� e.aftwl 0.1)9 1 - - .73 3.42 1.10 .70 11.48 e.10 f.9 --� Flonrlinn Mnmonte L0L*Ion (111 ` I 0.05 f0.0412N ����----1� 0.07 002 0.01 0.D 1 1 9 •0.01 �04 .002 =: :8e7 .3C 05 73 Z . .9 na"m ghoar Location rR) UP -0.00 •0.00 .0.00 - - •0.01 •0.01 •0.01 •0.01 ar J.3a M 73 42 .10 .70 .40 81e 49 floflorflnn Location rttl Prolect TI Lt ps r �LBY Swat No. . Location Date t 0/0I Q _ 1 �Consulting Engineers LJ J-'b No. C119nt RevMed Portland.crown S Dote INS tum U_i A Lo L048Y lAsT (!A L lC. I (2Ltic erl f.h r L 6'JLY' i�,r-ax t -38 x•�� �f`%) ' Lis �:, �, lot A. i (0 a 1 •'1rr ,- I �� r ?7 7/L y 066 9) V7 57t*o vac r -*-�, .. `� PC,.1,r. A6t1M11q �M7 /IiN 1G�4 Ft ,4,,GI 4- _ ---- -------- �.�_ —.�-- IheetNo. Prgect 774 4 Lr 6 _C C By / Locatlon pate ^- --- t,0 �b l_0.Zj I Consulting Engineers - — -- Client ��. Revised Job No _-a -- -----_--_ r IL ps� , zt,a f% I. fit-T C --t r 1 fi i 0--! 1210 \��It( t-tl L ("'ax! I 0 "1z) ooh I l ("k-l(.64 b ' . Sfua C9�- �j'Tu M., I i L A i I JEasnIL �— tx.1 (JI No Z % 018M/tt i 0Ly 1 I.' r: t_ i I k f r I I I I ot3 tneen ALr 1 - RQeutte Ip LC�. Member Data X-Axis Shape/ Material Phys End Releases End Offsets Inactive Member Label I Joint J Joint K Joint Rotate Section Set Memb I-End J-F-nd I-End J-End Code Length _ degrees Set TOM _xyz xyzxY�x�z_�_OR)_— in) n) M1 �- N1 _ N4 — SEC1 STL-�Y]—� `� I 1 28.7 _ Steel Design/NDS Parameters Member Section Length Lb y-y Lb z-z L_comp Cm y-y Cb Sway Label Set let lul la-bend K y-y K z-z CH Cm z-z B y z R (ft) (ftL- u_ n 28.75 � __ � �_ 1 _ 1. 1. �_5��--�0• Materials (General) Material Label Young's Modulus Shear Modulus Poisson's Thermal Coef. We;ght Density Yield Stress ksi _ _ �ksiL _Ratio __(per 10^5 F) _ ` k/n( ^3) —, ksi ---STS.--- 1-- 29000 -—�--11164 --- � _..1�_--R5----1 49 -- 50 -- _ Se_-tions Section Database Material Area SA(yy) SA(zz) I y-y I z-z J(Torsion) T/C Label_ Shape _ _ _ _Label 'Inr2 in^4 in^4 L_ in^41 0 [ SEC1 j 5.5CS1.825XO57STL_ L .529 1.2 1.2 _.175 _ 2.323 . 000573 Member Direct DistributedLoads, Cate-gory : None, BLC 1 Mernher Label Direclicn Start Magnitude End Magnitude Start Location End Location 28.75 -- Reactions 13. Combination LC Joint Label X Force Y Force Z Force X Moment Y Moment Z Moment L — 1k) ---(k) 1 - ----N'-l'--T- --.074 U _ 0 0 NC 0 EE1 N3 -.113 0 9 0 0 __ U 1 Totals: 1 -.417 0 0 1 COG fi : NC I NC NC Member Deflections By Combination LC Member Label Section x-Translation y-Translation z-Translation x-Rotation (n)Uy Ratio (ni Uz Ratio ---- — in -- radians - - —� i [ - M1 1 T 0 0 0 0 NC NC ----- -— 2 _ ._0 .088_— 0 _ 0 __ 3317. NC; 3 0 .001 _ 0 0 _— NC NC ------- 4 ----9— —025 0 �- 0 _ KID NC --- — -- -- .0;--- -- — 5 0 _ __016 _ 0 0 NC .-� NC Member Section Forces, By Combination LC Member Laud Section Axial Sheer y-y Shear z-z Torque Moment y-y Moment z-z kl —___(►)_ ` (kL. �Lk hL lk�n1 _._ _(k-�t) 1M1 - 1 ' 0 .074 0 0 0 — 0 2 0 -.022 - 0 0 0 3 0 107 0 0_� 0 .275 4 - 0— — 0 — —0 0 0 1 -- ---- 5 0 -- —0— 0 —— _0_ 0� 0 RISA-3n Version 4.5b [d.1R!SA3dluntitled.i3d, 1 Member Direct Dz-tributed Loads. Category : None. BLC 1 Member Label Direction Start Magnitude End Magnitude Start Location and Location (k/ft,F) k/ft F) _ (ft or° (ft or%) _M1 -- - X .024 7. 5 Reactions, By Combination LC Joint Label X Force Y Force Z Force X Moment Y Moment Z Moment k-ft (k-ft) (WIL 1" N1 - -.081 0 0 0 N 1 0 1 N2 J_ 285 -- ----0 -- —_ �! Q. 1 V^ N3 -.231 0 _ 0 1 Totals: -.597 0 0 I COG (ft): NC I NC N Member Deflections, By Combination LC Member Lsbel Section x-Translation y-Translation z-Translation x-Rotation (n)Uy Ratio (n)Lf_Ratio (in) int fes" radians _- 1 M1 1 0 G 0 0 NC NCT 3 0 001 0 0 NC _� _NC - -- _ 5 - 0 .003 I_ _0 i NC NC Member Section Forces, By Combination LC Member Label Section Axis[ Shear y-y Shear z-z Torque Moment y-y Moment z-z - M1 ._-..._._ 1 0 081--- - ---0---- 0- 0 0 2 0 x.023 _ _ _0 0 �.3271 3 0 _135 0� � 0 04 0 .13 0 -0- - 0 0 ---0 6 - -0- - 0RISA-3D Version 4.5b Id \RISA3d\untitled rad] �- _ - �-,jye 2 CITYOF TIGARD CERTIFICATE OF OCCUPANCY DEVELOPMENT SERVICES PERMIT#: BUP2003-00211 13125 SW Hall blvd., Tigard, OR 97223 (503) 639-4171 DATE ISSUED: 08/14/2003 PARCEL: 2S 102DD-00100 ZONING: R-12 JURISDICTION: 'FIG SITE ADDRESS: 13500 SW HALL BLVD SUBDIVISION: EDGEWOOD BLOCK: LOT:001 CLASS OF WORK: NEW TYPE OF USE: COM TYPE OF CONSTR: 5-1 HR OCCUPANCY GRP: A2.1 j OCCUPANCY LOAD: 1,082 TENANT NAME: REMARKS: New 48.430 sq ft. library. Owner: CITY OF TIGARD 13125 SW HALL BLVD TIGARD, OR 97223 Phone: 503-639-4171 Contractor: 503-221-885 7 HOFFMAN CONSTRUCTION CO OF OREGON 805 Sw BROADWAY #2100 PORTLAND, OR 97205 Phone: 503-221-8857 Reg #: LIC 152410 This Certificate issued 07 0!2004 grants occupancy of the above referenced building or portion thereof and confirms that the building has been inspected for coirnpliance with the State of Oregon Specialty Cedes for the group, occupancy, nd uunde 'ch 'h referenced permit was issued j Bl _ INSPECT BUILD G OF CIAL POST IN CONSPICUOUS PLACE CITY OF TIGARD 24-Hour BUILDING Inspection !.503)639-4175 INSPECTION DIVISION Business Line: (503)639-4171 MST BUP Received __ _ Date Requested Z-� "��' __ AM_ PM_ _ BUP Location Suite MEC Contact Person `�>> —_ —___— Ph J 9'0— PLMContractor Ph Ph SWR BUILDING Tenant/Owner _ _ __ ELC Footing — ELC Foundation Access: Ftg Drain ELR OW-f 0 Crawl Drain _ Slab Inspection Notes: SIT — ---.— —.--- Post& Beam -_-_-- -_- _-----.----.___—___ Shear Anchors -- Ext Sheath/Shear Int Sheath/Shear Framing —_— - ---- - --- --- — ------ -- Insulation Drywall Nailing ---- - - - ---- -- - --------------_ Firewall Fire Sprinkler -- -- ----- --- Fire Alarm Susp'd Ceiling -- -�— — - -- - -- Roof Other: --- Final PASS PART FAIL . PLUMBING Post&Beam Under Slab ---- --------- — Rough-In Water Service ---- Sanitary Sewer Rain Drains — Catch Basin/Manhole Storm Drain --- - —' Shower Pan Other: -- --- - - - Final PASS PART FAIL MECHANICAL Post& Beam Rough-In ------ Gas Line Smoke Dampers - -----�. --- — Final PASS PART FAIL Service Rough-In UG/Slab o Fire Aatm PART FAIL Reinspection fee of$___ required before next inspection. Pay at City Hall, 13125 SW Hall Blvd. SITE �_� Please call for reinspection RE: Unable to inspect-no access Fire Supply Line ADAInspector ttxt Approach/Sidewalk Other: Final DO NOT REMOVE this Inspection record from the job site. PASS PART FAIL I OFFICE COPY t 2 13 �19ECEIVED MAY 2 7 2003 CITY OF TIGARD SUILDING DIVISION GEOTECHNICAL INVESTIGATION CITY OF TIGARD LIBRARY TIGARD, OREGON J O R I I FIi PREPARED FOR r CITY OF TIGARD I i MAY 2002 /x,540 ...5 W No t- L- GEOCON NORTHWEST, INC. GEOTECHNICAL CONSULTANTS - Project No. P1150-05-01 May 10, 2000 City of Tigard 13125 SW Hall Boulevard Tigard, Oregon 97223 Attention: Ms. Vannite Nguyen Subject: CITY OF TIGARD LIBRARY TIGARD, OREGON GEOTECHNICAL INVESTIGATION Dear Ms. Nguyen: In accordance with our proposal number P02-05-45, dated April 18, 2002, and your authorization, we have performed a geotechnical investigation for the proposed City of Tigard Library in Tigard, Oregon. The accompanying report presents the findings of the geotechnical investigation and conclusions and recommendations regarding the geotechnica( aspects of the proposed development. Based on the results of this investigation, it is our opinion that the library site can be ceveloped as proposed, provided the recommendations of this report are followed. The primary geotechnical issue associated with the project is the high moisture content of near surface soils. If you have questions regarding this report, or if we may be of further service, please contact the undersigned at your convenience. Sincerely, GEOCON NORTHWEST, INCORPORATED Heather Devine, P.E. Wes leypang, Ph.�DP E. Gpotechrlical Engineer '_ President \Y, O PRFFss �5 �(JINFC /v HLD:AWS 2L 18281 OREGON \ kFFy SPS r_ 8380 SW Nimbus Avenue • Beaverton, OrdB na Ad9GiL–i--s 3--}-E�26;'889 ■ Fax (:;03) 626-8611 GEOTECHNICAL INVESTIGATION 1. PURPOSE AND SCOPE This report presents the results of the geotechnical investigation for the proposed City of Tigard Library in Tigard, Oregon. The site is located east of SW Hall Boulevard at the intersection of SW O'Mare Street, as shown in Figure 1, Site Vicinity Map. The purpose of the geotechnical investiga'ion was to evaluate subsurface soil and geologic conditions at the sifie and, based on the conditions encountered, provide conclusions and recommendations pertaining to the geotechnical aspects of the proposed library construction. The scope of the investigation consisted of a site reconnaissance, review of published geological literature, and a field investigation. The field investigation consisted of two exploratory borings to depths of 51.5 feet below the ground surface (bgs), four dilatometer (DMT) soundings to depths of approximateiy 30 to 50 feet bgs, and a seismic cone penetration (CPT) sounding, advanced to approximately 50 feet below the ground surface. A detailed discussion of the field investigation is presented in Section 4 of this report. Exploratory logs are presented in Appendices A and B. Laboratory tests were performed on selected soil samples obtained during the investigation to evaluate pertinent physical properties. Appendix C presents a summary of the laboratory test results. The results of laboratory moisture content tests are presented on the boring logs, located ;-i Appendix A. The recommendations presented herein are based on an analysis of the data obtained during the investigation, laboratory test results and our experience with similar soil and geologic conditions within the project vicinity. This report has beer prepared for the exclusive use of the City of Tigard and their agents, for specific application to this project, in accordance with yene -1Iv accepted geotechnical engineering practice. This report may not contain sufficient inforrnaL on for purposes of other parties or other uses. 2. SITE AND PROJEC I DESCRIPTION The proposed library site is approximately 14.7 acres and is located within T2S, R1W, Sections 1 and 2, in Washington County, Oregon, in the City of Tigard, on the east side of the intersection of SW Hall Boulevard and SW O'Mara Street. The approximate location is shown in Figure 1, Site Vicinity Map. The site is currently used as a pasture. Fanno Creek flows adjacent to the east and.. oorth portions of the project site. Two structures are located at the northwest portion of the site and three structures occupy the southwest portion. F'.150-05-01 i May 10, 2002 The proposed project consists of an on-grade two-story, 47,000 r..yjare foot library with associated access roads, parking, pedestrian walkways, and landscaping. No basements or underground structures are planned. Based on the observed topography of the site, it is expected that site grading will consist of moderate cuts and fills. 3. REGIONAL GEOLOGY AND SEISMIC HAZARDS 3.1. Regional Geology Based on the State of Oregon Department of Geology and Mineral Industries' (DOGAMI) Open File Report 0-90-2, the site is mapped within an area of Pleistocene age fine-grained facies to a depth of approximately 60 feet bgs. These Pleistocene age deposits are characterized by brown to buff, unconsolidated beds and lenses of coarse-grained sand to silt. The fine-grained facies are slack water fluvial and/or lacustrine deposits resultinca from repeated temporary inundation of the Willamette Valley by Late-Pleistocene glacial outburst floods. These glacial floods originated in the Missoula Valley of Montana, passed th-ough eastern Washington, and followed the Columbia River downstream. When these large floods entered the Portland Basin they flowed up the Willamette River and its tribut;3ries, flooding most of the Willamette and Tualatin Valleys up to an approximate elevation o,F 350 feet MSL. rhe last of these glacial floods, also thought to be one of the largest, occurred about 12,400 years ago, establishing the minimum age of the silt deposit. Below the surface deposit is a Pliocene age sandstone and conglomerate of inundated beds and lenses of well sorted sand and gravel, typically referred to as the Troutdale Formation. The Troutdale Formation occurs primarily in the valleys of the Willamette, Clackamas arid Sand,/ Rivers, as well as along many of their tributaries. Older bedrock units are mapped at a depth of approximately 450 feet beluw the ground surface. 3.2. Geologic Hazards 3.2.1 Landslide Hazard Due to the relatively flat topography of the building site, landslide hazard is considered negligible. 3.2.2 Crustal Faults Based on the literature review, there are no identified faults mapped within the boundaries of the site or within adjacent properties. Evidence was not encountered P1150 05-01 - 2 May 10, 2001 r during the field investigation to suggest the presence of faults within the property. The potential for fault displacement and associated ground subsidence at the site is ronsidEred remote. 32.3 Soil Liquefaction Potential Liquefaction can cause aerial and differential settlement, lateral spreading, and sudden loss of soil shear strength. Soils prone to liquefaction are typically loose, saturated sands and, to a lesser degree, silt. Liquefaction susceptible sous typically consist of geologically young alluvial deposits and man-made fills. Recent studies (Andrews, 2000) indicate th�J soils with 10% or more grainsize less than 0.002mm and a liquid limit greater than or equal to 32 are not susceptible to liquefaction. Laboratory test results of samples collected below the groundwater table show the soils at this site to be non- plastic with approximately 10% to 11% grainsize less than 0.002. Since both criteria are not satisfied, further analysis of liquefaction susceptibility is required. Liquefaction analysis consists of computing the cyclic shear stresses induced in the soil by seismic shaking and calculating the cyclic shear strength (resistance) of the soil that is available to resist the seismic loading. Comparison of the soil shear strength to the induced seismic shear stress determines the susceptibility of the underlying soil to liquefaction or shear strength loss. The results of our analyses for the library site indicate that isolated soil lenses near a depth of 20 feet below the ground surface, comprising a total thickness of approximately one foot, may be marginally susceptible to liquefaction under a design Magnitude 6 earthquake. However, should liquefaction of these soil lenses occur, it is estimated that dynamic settlement would be less than one inch. The remaining soil profile has negligible potential for liquefaction. 3.24 Lateral Spread Lateral spreading is a liquefaction related seismic hazard thrit may adversely impact some sites. Areas subject to lateral spreading we underlain by liquefiable sediments and are sloping sites or flat sites adjacent to an open face. Due to the proximity of the stream bank associated with Fanno Creek to the project site, an analysis was conducted based on liquefaction of the lenses discussed above. This analysis is dependent upon the average grain size and the percentage of fine- grained material of the soils susceptible to liquefaction, as well as geometric relationships of slope heights and distances. Our analysis indicates that no significant lat?rai spread deformation will occur within the library building pad under a design Magnitude 6 earthquake. P1150-05-01 May 10, 2002 3.2.5 Ground Shaking Characteristics The United States Geological Survey "National Seismic Hazard Mapping Project" (1996), a probabilistic study reviewed for this site, incorporates the seismic characteristics of faults and seismic zones, including fault location and geometry, slip rate, and magnitude, to develop estimat,3s of ground or bedrock shaking for different return periods (or probability of exceedance at different time periods). -arge uncertainties exist in the probabilistic analyses due to the lack of significant historical seismicity and the uncertainty associated with seismic source characterization. The "National Seismic Hazard Mapping Project" estimated peak bedrock horizontal accelerations of 0,19g, 0.27g, and 0.39g for return periods of approximately 500, 1,000, and 2,500 years, respectively. 4. SUBSURFACE EXPLORATION AND CONDITIONS 4.1. Site Exploration The subsurface soil conditions at the City of Tigard Library site were determined based or the literature review, field exploration and laboratory testing. The field exploration was completed on April 23, 2002 and consisted of two exploratory borings, four dilatometer soundings and one seismic cone penetration sounding. The borings and soundings were completed in the approximate locations shown in Figure 2, Site Plan 4.1.1. Borings Two borings, located within the proposed building footprint, were advanced to depths cf approximately 51.5 feet bys. The borings were completed with a Mobile 8-53 drill rig Equipped with mud rot y capabilities. A member of Geocon Northwest's geotechnical engineering staff logged the subsurface conditions encountered within each boring. Standard penetration tests (SPT) were performed at regular intervals by driving a 2-inch outside diameter split spoon sampler 18 inches into the bottom of the boring, in general accordance with ASTM D 1586. The number of blows to drive the sampler the last 12 of the 18 inches are reported on the boring logs ;ocated in Appendix A W ti-e end of this report. Disturbed bag samples were obtained from the SPT testing and returned to the soils laboratory for evaluation. Service providers subcontracted by Geocon Northwest completed the drilling. P1150.05-01 a May 10, 2002 Exploration logs describing the subsurface conditions encountered within the borings are presentee' in Appendix A at the end of this report. 4.1.2. Cone Penetration Test -The cone penetration test is an in situ tasting technique that provides an effective method of delineating subsurface stratigraphy in areas of clays, silts, sands and fine gravel. The testing equipment consists of a 35.6-mm diameter cone equipped with a load cell, friction sleeve, strain gages, parous stone, and geophone. As the cone is hydraulically pushed at a rate of 2 cm/sec, an electronic data acquisition system records the tip resistance, sleeve friction, and pore pressure at 0.1-meter intervals. This technique provides a nearly continuous profile of the subsurface conditions encountereu. Additionally, at selected depths, the advancement of the cone can be suspended and pore water dissipation rates can be measured. Shear waves can be generated at the ground surface and the trave! time for the wave to reach the geophone located within the cone recorded. Data from the CPT is :Ased for both shallow and deep foundation design, and liquefaction analyses. The ratio of the sleeve friction to the tip resistance (the f,-'-t'on ratio) provides soil classification information. At W!s site a CPT sounding was advanced to a depth of approximately 50 feet below the ground surface. The cone tip resistance and sleeve friction readings were recorded every four inches along the length of each sounding. A shear wage was generated at the ground surface at one-meter intervals within the upper thirty feet of the sounding and at two-meter intervals from 30 to 50 feet. The travel time for each shear wave to reach the cone tip was recorded A shear wave velocity profile was developed for the site and is provided, with logs of ;:one tip resistance, in Appendix H. 4.13. Dila-LorncJ. ,t The dilatometer tryst provides a rational, cost-effective method to determine engineering parameters for the design of earthworks and structural foundations. It is particularly useful in gilts and sands that can be difiicu!t to sample or test by other methods. The DMT is performed in situ by pushing a blade-shaped instrument into the soil. 1-he blade is equipped with an expandable membrane on one side that is pressurized until the membrane moves horizontally into the surrounding soil. Readings of the pressure required to move the membrane to a point that is flush with the blade (A -- pressure) and to a point 1.1 mm into the surrounding soil (B — F1150-05-01 May '0, 2002 pressure) are rec)rded. Th� pressure is subsequently released and, in permeable soils below the groundwater table, a pressure reading is recorded as the membrane returns to the flush position (C - pressure). In addition, the thrust required to advance the blade to the desired test depth is recorded. The test sequence is performed at 0.2-meter intervals to obtain a comprehensive soil profile. A material index (lo), a horizontal stress index (Ko) and a dilatometer modulus (ED) are obtained directly from the dilatometer data. Marchetti (1980) developed a soil classification system based on the material index. According to this system, soils with ID values less than 0.35 are classified as clay. Soils classified as sand have an to value greater than 3.3. Material index values between 0.35 - 2 3 indicate silty clay to silty say id soils. In general, the soils at the Tigard Library fall within the 0.35 to 3.3 range of silty clay to silty sand soils Empirical relationships between the horizontal stress index and the coefficient of lateral earth pressure (K„) have been developed by Lunne et al. (1990) for clays and by Schmertmann (1:?83) for uncemcoted sands. While Lunne's method makes use of dilatometer data exclusively, Schmertmann utilizes both DMT and cone penetration data to estimate Ko. Since the DMT is strained controlled, the measured difference between the 8- pressure and A-pressure readinjs (corrected for membrane stiffness) and cavity expansion theory, can be used to directly measure the soil stiffness. Assuming a Poisson's ratio, the dila:o.meter moduius is correlated to shear modulus, Young's modulus and constrained modulus. The dilatometer soundings completed at this site were advanced to depths ranging from approximately 30 feet below the ground surface to approximately 50 feet below the ground surface. A member of Geocon Northwest's engineering staff recorded the thrust and pressure readings every eight in-hes along the length of the soundings Logs of the dilatorneter r:endings per�., coed at this site are provided in Appendix B at the end of this report. 4.2. Subsurface Conditions The subsurface explorations were widely spaced across the site and it is possible that some local variat?ons and possible unanticipated subsurface conditions exist. Based on the conditions observed during the reconnaissance and field exploration, the subsurface conditions, in general, consisted of the following: P1150-05-01 6 May 10, 2002 y TOPSOIL — Approximately six to eight inches of organic topsoil was encountered in the boring and sounding locations. SANDY SILT TO SILTY SAND— In general, a medium stiff to stiff, fine-grained sandy silt with occasional layers of silty fine-grained sand was encountered below the topsoil layer. This deposit extended to a depth of approximately 25 feet below the ground surface. SILT TO SILTY CLAY — Below the sandy silt, a deposit of stiff to very stiff silt to silty clay was encountered. SAND — Borings were terminated in a deposit of dense silty sand with varying percentages of fine gravel. The dense sand deposit was encountered at a depth of approximately 44 to 46 feet below the ground surface. GROUNDWATER —Groundwater was measured at a depth of approximately nine feet below the ground surface in Boring B-1. Subsurface conditions encountered during the field investigation appear to be consistent with geologic conditions mapped within the region. 5. LABORATORY TESTING Laboratory testing was performed on selected soil samples to evaluate moisture content, compaction characteristics, California Bearing Ratio, and grain size distribution. Visual -nil classification was performed both in the field and laboratory, in general accordance with the Unified Soil Classified System. Moisture content determinations (ASTM D2216) were perfo.-med on soil samples to aid in classifying the soil. Compaction characteristics and the Califo nia Bearing Ratio for near surface samples were evaluated in substantial accordance with ASTM D15F7 and ASTM D1883, respectively. Grain size .analyses were performed on selected samples using procedures ASTM D1140 and ASTM D4.22. Moisiure cr;,c^fs are indicated on the boring logs, which are located in Appendix A of this report. Other laboratory test results for this project are summarized in Appendix C. 6. CONCLUSIONS -,,ND RECOMMENDATIONS 6.1. General 6.1.1. It is aur opinion that the proposed project is geotechnically feasible, provided the recommendations of this report are followed. It is recommended that the protect P1150-05-01 l- May 10, 2002 budget include costs for wet weather construction, regardless of the time of year construction is scheduled to occur. Extra costs associated with wet weather construction may include overexcavation of soft soils, geotextile separator fabric, crushed rock backfill, and use of crushed rock for structural fills. 6.1.2. Moisture conte,its of near-surface soils were wet of optimum at the time of the invE,-Ligation. Recommendations for both dry- and wet-weather construction in moisture-sensitive soils are provided, however, dry weather constriction at thio; site is recommended, If construction occurs during wet weather, substantial increases in earthwork costs should be anticipated. Topsoil stripping and removal of existing underground improvements will be required prior to construction. 6.2. Site Preparation 6.2.1. Prior to beginning construction, the Areas of the site to receive fill, footings or pavement should be stripped of vegetation, topsoil, non-engineered fill, previous subsurface improvements, debris, and otherwise unsuitable material, down to firm native soil. Stripping depths of up to 6 to 8 inches should be anticipated. Excavations made to remove previous subsurface improvements should be backfilled with structural fill per Section 6.4 of this report. E;.2.2. Recommendations for both dry weather and wet weather site preparation are p ovided in the following sections. However, due to the moisture sensitive near- suif ace soils, it is recommended that the site; be prepared during dry weather. 6.2.3. Dry Weather Site Preparation Subgrades in pavement and structural areas that have been disturbed during stripping or cutting operations should be scarified to a depth of at least eight inches. The scarified soil should be moisture conditioned as necessary to achieve the proper moisture content, then compacted to at least 92% of the maximum dry density as determined by ASTM D-1557. Minimum compaction for the eight inches immediately underlying pavement sections should be 95110. Even during dry weather it is possible that some areas of the subgrade wall become soft or may "pump," particularly in poorly drained areas Soft or writ areas that cannot be effectively dried and compacted should be prepared in accordance with Section 6.2.4. 1`115C-05-01 _�� -8-- --� May 10 2002 6.2.4. Wet Weather Site Preparation During wet weather, or when adequate moisture control is not possible, it may be necessary to install a granular working blanket to support construction equipment and provide a firm base on which to place subsequent fills and pavements. Commonly, the working blanket consists of a bank run gravel or pit run quarry rock (six to eight inch maximum size with no more than 5% by weight passing the US Sieve No. 200). A member of Geocon Northwest's engineering staff should be contacted to evaluate the suitability of the material before installation. The working blanket should be installed on a stripped subgrade in a single lift with trucks end-dumping off an advancing pad of granular fill. It should be possible to strip most of the site with careful operation of track-mounted equipment. However, during prolonged wet weather, or in particularly wet locations, operation of this type of equipment may cause excessive subgrade disturbance. In some areas final stripping and/or cutting may require the use of a smooth-bucket trackhoe, or similar equipment, working from an advancing pad of granular fill. After installation, the working blanket should be compacted by a minimum of four complete passes with a moderately heavy static steel drum or grid roller. It is recommended that Geocon Northwest be retained to observe granular working Llan!•.at installation and compaction. The working blanket must provide a firrn base for subsequent fill installation and compaction. Past experience indicates that about '18 inches of working pad is normally required. This assumes that the material is placed on a relatively undisturbed subgrade prepared ire accordance with the preceding recommendations. Areas used as haul routes for heavy construction equipment may require a work pad thickness of two feet or more. In particularly soft areas, a heavy-grade, non-woven, non-degradable filter fabric; installed on the subgrade may reduce the thickness of working blanket required. Construction practices can affect the amount of work pad necessary. By using tracked equipment and special haul roads, the work pad area can be minimized. The routing of durrrp trucks and rubber tired equipment across the site can require extensive areas and thicknesses of work pad. Normally, the design, installation and maintenance of a work pad are the responsibility of the contractor. P1150-05-01 -`)- May 10, 2002 Lime or cement treatment may be a suitable alternative wet-weather site preparation technique for the subgrade conditions encountered at this site. Successful lime or cement treatment is dependent upon moisture content of the subgrade soils, weather conditions at the time of treatment, and adequate mixing of the soil and lime or cement. Cement or lime treatment design is typically the responsibility of the contractor, 6.3. Prc of Rolling Regardless or which method of subgrade preparation is used (i.e. wet weather or dry weather), it is recommended that, prior to structural fill, on-grade slab, or pavement construction, the subgrade or granular working blanket be proof-rolled with a fully-loaded 10- to 12-yard dump truck. Areas of the subgrade that pump, weave or appear soft or muddy should be scarified, dried and compacted, or overex,avated and backfilled with structural granular fill per Section 6.4. If a significant length of time passes between site preparation: and cornmencement of construction operations, or if significant traffic has been routed over these areas, the subgrade should be similarly proof-rolled before fill, slab-on- grade, or pavement construction begins. It is recommended that a member of our eotechnical engineering staff observe the proof-roil operation. 6.4. Fills It is anticipated that the proposed development will consist primarily of on-grade improvements. The following sections are presented in the event that minor fills a;'e required. 6.4.1 Structural fills should be constructed on a subgrade that has been prepared in accordance with the recommendations in Section 6.2 of this report. Structural fills should be installed in horizontal lifts riot exceeding about eight inches in thickness, and should be compacted to at least 929/n of the maximum dry density for the native silt soils, and 95% for imported granular material. Compaction should be referenced to ASTM D-1557 (Modified Proctor). The compaction criteria may be reduced to 85% in landscape, planter or other non-structural areas. 6,42 Dry Weather Fill Construction During dry weather when moisture control is possible, structural fills may consist of native material, free of topsoil, debris and organic matter, which can be compacted to the preceding specifications. However, if excess moisture causes t!ie fill to pump or weave, those areas should be scarified and allowed to dry, and then be May 10, 2002 recornpacted, or removed and replaced with compacted granular fill as discussed in Section 6.4.3. of this report. The native, non-organic sandy silt would generally be acceptable for structural fills during dry weather if properly moisture conditioned. Near-surface moisture contents at the time of the field investigation ranged from approximately 25.0% to 36.3%. Lab tests indicate that the Optimum moisture content for the near-surface sandy silt soil is approximately 15.5% at P, maximum dry density Y approximately 113.5 pcf. 6.4.3 Wet Weather Fill Construction During wet-weather grading operations, Geocon Northwest, Inc. recommends that fills consist of well-graded granular soils (sand or sand and gravel) that do not contair, more than 5% material by weight passing the No. 200 sieve. In addition, it is usually desirable to limit this material to a maxiML,m six inches in diametEr for f-;ture ease in the installation of utilities. Imported granular fill should be compacted to at least 95% of the maximum dry density as determined by ASTM D 1557. 6.5. Surface and Subsurface Drainage 6.5.1. During site contouring, positive surface drainage should be maintained away from foundation and pavernent areas. Additional drainage or dewatering provisions may be necessary if soft spots, springs, or seeps are encountered in subgrades. Where possible, surface runoff should he routed independently to a storm water collection system. 6.5.2. Drainage systems should be sloped to drain by gravity to a storm sewer or other positive cutlet 6.5.3 Drainage Lind dewatering systems are typically designed and constructed by the contractor. Failure to install nacessary subsurface drainage provisions may result ?n premature foundation or pavement failure. 6.6. Foundations 6.6.1. Spread and perimeter foundation support for proposed structures may be obtained from the near-surface, firm, non-organic silt soil or from structural fill installed in P1150-05 01 ---_ -Y -_ !I - —� -- May 10, 2002 accordance with our recommendations. Should footing subgrade elevations coincide with naturally occurring soft layers, over-excavation to firm soils may be required. The over-excavation should be backfilled with crushed rock in accordance with Section 6.4.3. 6.6.2. Spread and perimeter footings should be at least 12 inches wide and should extend at least 18 inches below the lowest adjacent pad grade. Based on estimated maximum column loads of approximately 200 kips, foundations that are supported on fig m native soils or engineered fill may be designed for an allowable soil bearing pressure of 3,000 pounds per square foot (psf). 6.6.3. Gravel or lean concrete may need to be placed in the bottom of the footing excavation to reduce soil disturbance during foundation forming and construction. 6.6.4. The allowable bearing pressure given above may be increased by one-third for short term transient loading, such as wind or seismic forces. 6.6.5. r ateral loads may be resisted by sliding friction and passive pressures. A base friction of 40% of the vertical load may be used against sliding. '�,n equivalent fluid weight of 350 pcf may be used to evaluate passive resistance to lateral loads. 6.6.6. Foundation settlements for the loading conditions expected for this project are estimated to be less than one inch, with not more than one-half inch occurring as differential settlement. 6.6.7. Perched groundwater may be -n countered at variable and unexpected locations and depths. Geocon Northwest rec.( inmends that foundation drains be installed at or below the elevation of perimeter footings to intercept potential subsurface water that may rnigrate under the building pad. 6.7. Concrete dabs-on-Grade 6.7.1 Subgrades in floor slab areas should be prepared in accordance with Se';tion 6.2 of this report. Floor slab areas should be proof-rolled with a fully loaded 10- to 12- yard dump truck to detect areas that purnp, weave, or appear soft or muddy. When detected these areas should be overexcavated and stabilized with compacted granular fill. P1150-OS-01 ----. . ------ ___.__�_ -. 12 _____-.�_---___-• ---- May 10, 2002 6.7.2. A minimum six-inch thick layer of compacted %-inch minus material should be installed over the prepared subgrade to provide a capillary barrier E nuj to minimize subgrade disturbance during construction. The crushed rock or gravel material should be poorly-graded, angular and contain no more than 5% by weight passing the No. 200 Sieve. 6.7.3. A modulus of subgrade reaction of 100 pci is recommended for design. 6.7.4. The fine-grained near-surface soils at the site have high natural moisture contents and low permeability. These characteristics indicate that high ground moisture may develop under floor slabs during the life of the project. The differe .ce in moisture ;.ontent and temperature between the air in the subgrade soil and the air in the finished building may create a water vapor pressure differential between the two environments. This pressure differential can force migration of moisture through the slab. This migration of moisture can result in the loosening of flooring materials attached with mastic, the warping of wood flooring, stained concrete, and in extreme cases, mildewing of carpets and building contents. To retard the migration of moisture through the floor slab, Geocon Northwest recommends installing a 10-mit polyethylene vapor retarding membrane below the concrete slab. Installation of the membrane should be in conformance with product manufacturer's specifications. A minimum 6-inch under-slab section of crushed rock, as recommended in Section 6.7.2, should be placed as a capillary break above the subgrade and below the vapor retarder. Any moisture that has accumulated on the vapor retarding membrane should be removed prior to the concrete pour. Concrete with a minimum compressive strength of 4000 psi and a watericement ratio of less than 0.48 is recommended. In the absence of freezing temperatur es, wet curing of the concrete stab is recommended. 6.8. Retaining Walls and Lateral Loads 6.8 1. The tables presented in the following sections summarize the recommendations for design of retaining structures. These values represent estimates of the long-tern pressures that will develop in an active or at-rest state of stress 1 hese values do not include an allowance for hydrostatic pressures and assume that retaining structures will be provided with a dra;nage system in accordance with Subsequent sections of this report. The design parameters in the following secticns are for conventional retaining walls and do not include a factor of safety. They also do not include lowing from traffic or other surcharges. P1150-05-01 13 - May 10, 2002 6.8.2. Restrained walls are those that are prevented from rotating more than 0.001 FI (where H equals the height of the retaining wall portion of the wall in feet) at the top of the wall. Most basement walls and walls that are rigidly connected to buildings or that make sharp bends fall into this category. Restrained walls should be designed for pressures derived frorn the criteria provided in -Fable 1. Table 1: Restrained Wall Design Criteria 13ackfili Slope Equivalent Fluid Weight H:V Ib/ft' —_.Level 60 3H:1V 80 ---�-- 2H:1V � - -105 �-- - 6.8.3. Non-restrained walls are not restrained at the top and are free to rotate about the base. Most cantilever retaining walls fall into this category. Non-restrained walls should be designed for pressures derived frorn thQ criteria provided in Fable 2. Table 2: Non-Restrained Wall Design Criteria Backfill Slope - Equivalent Fluid — Weight H:V Ib/ft' Level 40 3H.1V 50 2HAV 65 May 10, 2002 6.8.4. Retaining wall backfill should consist of free-draining granular material. To minimize pressures on retaining walls, the Use of open-graded crushed rock backfill with less than 5% by weight passing the No. 200 Sieve is recommended. Retaining wall backfill should be compacted to 90% of ASTM D1557. Backfill, within approximateiy five feet of retaining structures, should be compacted with lightweight hand operated equipment. Use of other material and/or over- compaction of the backfill could increase wall pressurjs. 6.8.5. If backfill is in direct contact with the wall, pressures against the back of the wall can be assumed to act at a downward inclination of 20 degrees from the horizontal. If fr',,+ir)n 's prevented by drainage membranes or water proofing membranes, the ! ;uld be assumed to act horizontally. 6.8.6. Foundations or mayor loads should not be placed in a zone that extends back from the base of a retaining wall at a 1H:1V slope, 6.8.7. Retaining walls should be provided with drainage in order' to alleviate lateral hydrostatic pressures that may accumulate behind the wall. Retaining wall drains should be positioned near the base of the retaining wall and should be protected by a filter fabric to prevent internal soil erosinn and potential clogging. 6.8.8. The recommendations presented above are generally applicable to the design of rigid concrete or masonry retaining walls having a maximum height of 10 feet. In the event that walls higher than 10 feet or other types of walls are planned, Geocon Northwest should be consulted for additional recommendations. 6.9. UBC Design Criteria For buildings designed in accordance with the current Uniform Building Code (UBC) a soil characteristic called "Soil Profile Type" is used to account for the effect of the underlying soil conditions on bedrock motion. Based on the Seisrnic Rehabilitation Guidelines published by the Federal Emergency Management Agency (FEMA), where reliable shear wave ,elocity data are available for a site, such data should be used to classify the site. The soil shear wave velocity determined from the seismic cone penetrometer test was used to develop the average soil shear wave velocity within the upper 100 feet of the site. The shear wave velocity profile of the upper 50 feet, measures; at the site, is shown in the shear wave velocity profile provided in Appendix A. The average shear wave velocity from 50 to 100 feet was extrapolated from. the shear wave velocity recorded dt the site at 50 feet below the ground surface and on shear wave data provided in Open File Report 0-95-7 published by the State of Oregon Department of Geology and Mineral Industries. Based on this information, the calculated average soil shear wave velocity within the upper 100 feet, determined in accordance with the procedures outlined in UBC Section 1636 "Site Categorization Procedure", was approximately 825 feet per second. An average shear wave velocity between 600 feet per second and 1200 feet per second places the site within Soil Profile Type Sc,. It is recommended that a seismic zone factor of 0.3 for UBC Zone 3 be used for structural seismic analysis of the proposed building. Seismic design coefficients of Ca equal to 0.36 and C, equal to 0.54 are recommended based on Soil Profile Type So. 6.10. Excavation Characteristics 6.10.1. Cased on the subsurface explorations, difficult excavation characteristics are not anticipated. 6.10.2. Excavations deeper than four feet, or those that encounter groundwater, should be sloped or shored in conformance with OSHA regulations. Shoring systems are typically contractor designed, 6.10.3. Groundwater was encountered at approximately nine feet below the ground surface during the field investigation. Perched groundwater at shallower depths may occur in variable i,ications within the fine grained materials observed near the surface. Excavation dewatering may be necessary if substantial flow of groundwater is encountered. Dewatering systems are typically designed and installed by the contractor. 6.11. Pavement Design 6.11.1. Near surface soil samples were evaluated to determine pavement design parameters. A CBR of ;1 at 95% compaction and a resilient modulus of 4.500 were used for pavement d 3sign. 6 11.2. Alterr ate pavement designs for both asphalt and portland cernent concrete (pcc) are presented in Taales 3 and 4. Pavement designs have been prepared in accordance with accepted AASHTO design methods. A range of pavement designs for various traffic conditions is provided in the tables. The designs assume that the top eight inches of pavement subgrade will be compacted to 95% ASTM D-1557. Specifications for pavement and base course should conform to current Oregon State Department of Transportation specifications. Additionally, the base P115U-05-01 1(, May 10, 2001' rock should contain no more than 5% by weight passing a No. 200 Sieve, and the asphaltic concrete should be compacted to a minimum of 91% of ASTN/l D2.041. Table 3: Asphalt Concrete Pavement Design Approx. Approx. Asphalt Crushed Rock Number of Number of 18 Concrete Base Thickness Trucks per Day Kip Design Axle Thickness (inches) each w�� _Load 1000 inches] -auto Perking --- 10 _ 2.5 5 22 -_ 3.0 --1Q- -- 4-4 — 3.0 - 66 3.5 UL,_ ? _-�_ -- -----50 -— 220. — 4.0 ----- �- ----540__-- _ _._44U 4�-� .------12-- - - ----150 Table 4: Portland Cement Concrete Pavement Design Approx. Approx. P.C.C. Crushed Rock Number of Number of 111 Thickness Base Thickness Trucks per DayKip Design Axle (inches) (inches) each wa Load 1000 --�5 --- —_-_-110 Q.0 100 __-440 8.0 6 15Q -6 Pavement sections were designed using AASHTO design methods, with an assumed reliability level (R) of 90%. Terminal serviceability of 2.0 for asphaltic concrete, and 2.5 for portland cement concrete were assumed. The '18 kip design axle loads are estimated from the number of trucks per day using State of Oregon typical axle distributions for truck traffic and AASHTO load equivalency factors, and assuming a 20 year design life. The concrete designs were based on a modulus of P1150 05-01 17 May 10, 2002 rupture equal to 550 psi, and a compressive strength of 4000 psi. The concrete sections assume plain jointed or jointed reinforced sections with no load transfer devices at the shoulder. 6.11.3. If possible, construction traffic should be limited to unpaved and untreated roadways, or specially constructed haul roads. If this is riot possible, the pavement design should include an allowance for construction traffic. 7. FUTURE GEOTECHNICAL SERVICES The analyses, conclusions and recommendations contained in this report are based on s;te conditions as they presently exist, and on the assumption that the subsurface investigation locations are representative of the subsurface conditions throughout the site. it is the nature of geotechnical work for soil conditions to vary from the conditions encountered during a normally acceptable geotechnical investigation. While sorne variations may appear slight, their impact on the performance of structures and other improvements can be significant. Therefore, it is recommended that Geocon Northwest be retained to observe portions of this project relating to geotechnical engineering, including site preparation, grading, compaction, foundation construction and other soils related aspects of construction. This will allow correlation of observations and findings to actual soil conditions encountered during construction and evaluation of construction conformance to the recommendations put forth in this report A copy of the plans and specification,, should be forwarded to Geocon Northwest so that they may be evaluated for specific conceptual, design, or construction details that may affect the validity of the recommendations of this report. The review of the plans and specifications will also provide the opportunity for Geocon Northwest to evaluate whether the recommendations of this report have been appropriately interpreted. S. LIMITATIONS Unanticipated soil conditions are commonly encountered during construction and cannot always be determined by a normally acceptable subsurface exploration program. The recommendations of this report pertain only to the site investigated and are based upon the assumption that the soil conditions do not deviate from those disclosed in the investigation. If variations or undesirable conditions are encountered during construction, or if the P1150-05-01 N- May 10, 2)02 proposed construction will differ from that anticipated herein, Geocon Northwest should be notified so that supplemental recommendations can be given. This report is issued with the understanding that the owner, or his agents, will ensure that the information and recornmendations contained herein are brought to the attention of the architect and engineer for the project and incorporated into the plans and specifications. The findings of this report are valid as of the present date. However, changes in the wriditions of a property can occur with the passage of time, whether they be due to natural processes or the works of man on this or adjacent properties. In addition, changes in applicable or appropriate standards may occur, whether they result from legislation or the broadening of knowledge. Accordingl, , the findings of this report may be invalidated wholly or partially by changes outside our control. Therefore, this report is subject to review should such changes occur. If you have any questions regarding this report, or if you desire further information, please contact the undersigned at (503) 626-9889. i GEOCON NORTHWEST, INC. : Heather Devine, P.E. Wesley Spang, Ph.D., P.E. Geotechnical Engineer President -- -F'1150-05 01 19_ May 10, 200 CITY OF TIGAR D 24-Hour BUILDING Inspection Line: (503)639-4175 MST INSPECTION DIVISION Bu finess Line: (503)639-4171 BUP --- - ------ Received ___ Date Requested l AM -_ PM BUIP Location , 3 �D U f --�-Q-- Suite_ _ MEC Contact Person _ ___ �/- a-�.� Ph(—) 212 's'� — PLN, Contractor. Ph( :__) -- _ SWR BUILDING Tanant/Owner _ __._. EI_C Footing _ C ELC Foundation Access: Fig Drain ELR Crawl Drain — _ -- Slab Inspection Notes: SIT __- Post A Beare Shear Anchors -- --- - -- --- Ext Sheath/Shear Int Sheath/Shear Framing -- Insulation ` Drywall wailing - -- Firewall Fire Sprinkler -- --- - - -- Fire Alarm Susp'd Ceiling ----- ~ — Roof Other: - -- ---- Fin91 -------- PASS PART FAIL PLUMBING_ Post&Beam Under Slab — Rough-In Water Service - -- ----- Sanitary Sewer Rain Drains — — - — Crltch Basin/Manhcie Storm Drain — Shower Pan Other: — Final — PASS PART FAIL -- —"--�— "-- -"-+ MECHANICAL- Post&Beam Rough-In Gas Line Smoke Dampers --- Final PASS PART_FAIL - - — - - — ELECTRICAL ServiceRough-In UG/Slab "� '� - - - -- -------_ Uta/Slab Low Voltage Fire Alarm al PART FAIL Reinspection fee of _required before next inspection. Pay at City Hall, 1312 SW Hall Hivd _ SITF. [] Please call for reinspection RE:-_ - ❑ unable r,rnlpu ct no access Fire Supply Line ADA Approach/Sidewalk Inspectatr xt Other: _ Final DO NOT REMOVE this Inspection re,;ord from the 16h site. PA169 PART FAIL. OFFICE COPY try ` Ih N your 6#11,088 FIRE PROTECTION EQUIPMENT SUBMITTALS Tigard Library 1350 SW Hall Bl`rd Tigard OR 97223 PREPARED ESPECIALLY FOR: HOFFMAN CONSTRUCTION CGAIVANY 1300 SW 6TH AVE PORTLAND OR 97207 PREPARED BY: CMCKINSTRY COMPANY 5400 NE COLUMBIA BLVD PORTLAND OR 97218 City of Tigard Approved Plans By Psi ._ Date • • ' 1 1 • • - • • wi Cta u l i C" Series 717 An a#'p 9001 certified company TM FireLock Check Valves PRODUCT DESCRIPTION `_caries 717 FireLockTm with upstream and down- for services up to 250 PSI check valve is a CAD- stream drains and a (1725 kPa).Sizes 4 -8"/ developed design that is welded-in nickel seat 110- 219,1 mm (except hydrodynamically efficient, design.All sizes of Series 165,1 mm size) are VdS A totally rubber encapsu- 717 can be installed in the approved. UL ULC lated disc on 4 - 12" (114,3- vertical or horizontal post- Grooved ends allow fast, ID So e Victsullr: 323,9 mm)sizes provides tion to provide leak-free easyinstallation withjust pu for detal is.Ot superior corrosion resis- sealing under conditions as Sizes 2'h•3" ontance,This single disc low as five feet of head. two aloeVicta couplings or design incorporates a Each valve is factory tested to valve may SI mounted spring assisted feature for to 500 PSI (3440 kPa).The to flanged (ANSI either) non-slamming operation. 21/2 and 3" (73,0 and Vic equipment S using either to For systems requiring a 88,9 mm)sizes are 11L/ULC Victaultc St le 741 U U CVic-Flange or Style 744 L L Riser Check option refer to Listed and 4" (114,3 mm) FireLock flan a ads tars on FM sec'ion 10.09. sizes and larger are UL/ULC Dither end. g p seevictsutic Listed and FM Approved puhllcetlon 10.01 The 4" (114,3 mm)and for details Blass 4-12" larger sizes are provided DIMENSIONS A R 14- _ A P _ C P c / p C l�� - p E 1 •- - D E `1 7 I J A—� 8 K aI N-- —►1 1 I z t J 1 U 1h"NPT Upstream Drain ©) C (2)1h NPT Downstream Drain Ct)4ri"NPT Upstream Dram ♦ O 2"NPT(Drain Optional) (2)W NPT Downstream Dram Typical 2%•3"� Typical 4.8" Typical 10-12" nioe 1n BILE Dimensions-Inchesl, ilunrr,, Appiox. Nominal -- 1i Ea. Inches E to E t-bs. Ar.tna l n,.1. A B C U E J K P R ku 21h 3.88 4 26 3 57 - - 76,1 mm 3 88 4,2.6 3 57 - - - - 3.6 3 4,25 506 4 17 - - - - - 4,5 4 1 963 600 3.88 2 75 3.50 Z 00 4 50 3 50 3 35 20 0 5 1 10.50 680 4 50 - 4 17 2.15 5 88 4.08 396 27.0 1393 mm 1 1050 680 4.50 - 4 r 7 2.15 588 4.08 398 27.0 61 11.50 so( 5.00 - 450 2.38 667 4 73 3,89 380 165,1 mm 11.50 8.00 5 00 - 4 50 238 6;67 4.73 3.89 38,0 8 1 14 n0 9.88 606 505 5.65 2 15 8.85 5 65 5 75 64.0 ( 10 17.00 12 OC 7.09 596 6 69 2 15 10,92 6 73 100 0 12 1950 14.00 8.06 69 1 7 64 2.51 12.81 7 73 - 140 0 1 VdS Appruved Viclaulic"World Headquarler5•P.0,Box 31,Easton,PA 18044 0031 •4901 Kesslersville Rd,Easton,PA 18040. 1.800-PICK VIC•FAX:610/250-8817•www,victaulic.corn um 0—1 411`11 0 Reals;ered trademark o1 Victsuac 0 C Ipyra)ttt 1996 VIrleUNC I1eNld In U.S.A. mWaN11111111111111111111i YON FLOW CHARACTERISTICS SERIES 717 N011 Placement of chock valves 6.0 too close to sources of unstnhlo flow will shorten the,life of the.valve and 5.0 FLOW OF WATER potentially may damage the system 4.0 AT 601116(16 C)To extend valve life,valves should THROUGH VALVE be installed a reasonable distanr-e J,0 downstream from pumps. elbows, - oxpandets,reducors or other similar doe� �• w�• vices Sound piping pracldces 2.0 -- Ulctate a minimum of five(bl times the pipe diameter for general use N h Distances between three (3) and (Lrive(5)diameters are allowable pro vided the flow velocity is loss than I 10 eight(8)feet per second(i 4 mps) 0. 0.9 - Distances less than three(3)Blame 0 0.8 tors are not recommended and will p 0.1 _ violate the Viclaulc p"uduct wrionn I W 0.6 `y --J 0 0.5 ip 'n 0.4 - — — — in W 0.300— r1 _- 0.2 00 0.1 10 20 30 40 60 60 100 200 300 400 800 1,000 2,000 4,000 6,000 10,000 20,000 600 3,000 8,000 FLOW RATE-G.P.M. MATERIAL SPECIFICATIONS Body:Uucule Iron conforming accordance with ANSI/NSF 45-15,and ASTM A-536,grade to ASTM A-395,grade 65-45-15, 61 for cold+66°F(+30°C)and 65-45-12,fully encapsulated in and ASTM A-536,grade 65-45 hot+180T(+82°C)potable Grade"E'elastomer. 12.2'4-3"(73,0-88,9 mm)sizes water service.NOT RECOM- Shaft:21A 3" (73,0-88,9 mm) PPS coated.4- 12"(114,3- MENDED FOR PETROLEUM 'Type 416 stainless steel.4- 12" 323,9 mm)sizes painted black SERVICES. (114,3-323,9 mm)Type 316 enamel. 'Services listed are General Ser. stainless steel. Body Seat:21h-3"(73,0- vice Recommendations only.It Spring:All sizes Type 302/304 88,9 mm)sizes PPS coated. should be noted that there are stainless steel. 4 12"(114,3-323,9 mm)inte- services for which these gaskets Shaft Plug:2th 3"(73,0- grally welded on nickel alloy. are not recommended,Refer- 88,9 mm)only;SAE Hex Socket Disc Seal or Coating: ence should always b-made to Type conforming to ASTM U Grade"E'EPDM the latest VictaullC Gasket A 576,cadmium plated to mlli- EPDM(Green color code). Selection Guide for specific gas- tary specifications QQ-P-416A, "temperature range-30°F'to ket service recc mmendations class 3 type 2.4- 12"(114,3- +230°F(-34°C to+110°C). and for a listing of services 323,9 mm)only;c.e.rbon steel Recommended for cold and which are not recommended. zinc plated to ASTM 8.633. hot water service within the Discs:21h- 'i"(73,0-98,9 mm) Pipe Plug: 4 i 2"(114,3- speclfied bnze conForming to 323,9 mm)only;carbon steel temperature range Aluminum bl plus a variety of dilute acids. ASTN1 B 148.4- 12"(1143- zinc plated to ASTM B-633. oil-free air and malty cheml- 323,9 mm)ductile iron conform cal services.UL classified in ing to ASTM A-395,grade 65- This product shall be nlanUfnClUlan by Victxulic Cumpno;r All products shall be Installed In arcordunce with anent Vlctau.ic installauorvasscmbly Instructions Victaulir jmives the light to chant}+predUCI spncl8c8110ns.u.aigns and standard nqu,prrron;without notice and without incurring oblrgaltons 10.08 - 2 IPS . • 1 018 111: E PROTECTION VALVES /Cictaulic" FIR Series 705W FireLockTm Butterfly Valve With Weatherproof Actuator For 300 PSI Service PRODUCT DESCRIPTION The Series 705W butterfly and FM Approved for 300 PSI able with a 1/4" NPT supply value features a weatherproof (2065 kPa)service.Flow per side tap designed to allow actuator housing approved for formance exceeds UL Specifl- direct water supply connec- indoor or outdoor use.It has a cation 1091 and FM Approval tion to Victaulic FlreLock actu- ductile iron body and disc with Standard 1112. at2d fire protection valve See irEPDM disc coating.The body Weatherproof Actuator separate drawings below.This is coated with a heat fusedSupervisory switches I'or Is an optional feature and must polyphenylene sulfide blend to valves are available 21i2- 12" be clear)y noted on all orders. meet FM requirements and ('13,0 323,9 mm)pre wired Contact Victaulic for addi- 21b•6"sizes the new coating requirements (P� tional Information on tapped for the 5th edition of UL-1091. valves. ULC UL FM For Ore protection services, Supply-side Tap Request Vlclauilc Series 705W valve Is UL Listed Series 705W valves are avail- 8-12"Sizes publication 10.01 for detail. -�K�- DIMENSIONS c o 7 6 Dia. _. . B V.•NAT l D ,O y bupplY Tap'. ii �I # I _f NI - h-E - F -*1 ..ti 4 M 0. 4- H A A- Sorles 705W Series 705W with Tap SIZE - Dimensions-Incheslnd ,m nm •tvit, _ _ Aprx. Wgt.Ea. Nominal In. E to E Hgl. A B C D E F t3 H J K L O M N P Lbs.lku 2ba 3 77 9 HD 1 NU 3 9? 2 BB 6,97 5 45 702 0.97 2.31 4.50 1 44 0,60 103 9.1 lt,.l Iran 3 17 9.80 1 HO 3.92 2B8 697 5.45 7.02 0.97 2.31 4,50 1.50 0.60 1.03 91 3 !1 10.48 2,14 4.22 OOH 3.50 7.61 5.45 7 33 0 97 2.31 4 50 1.75 0.00' 0.80 9 8 4 4 63 11.89 2 71 5.09 0.07 6.01 905 5 45 B 59 0 97 1 79 4 50 2 60 0.73 1.22 15.3 1 49.1[Jim 5 BB 12.82 3 12 5.61 043 6.01 9.9B 5.45 8.59 0.97 3.92 4 50 - - - 200 fi 5 88 12.82 3'12 5.61 0.43 6 01 9 98 5,45 8 59 0 91 .192 4 50 - - - 20.0 165,1 mm 5 B8 13 74 3.61 6 06 1.00 7.20 10 92 5,45 9 35 0.97 3.96 4.50 3 25 1 25 '1.50 250 6 588 13 74 3.61 6.06 1.00 7.20 1092 5 45 9.05 0.97 3 96 4.50 3.32 1 25 1 50 25.0 8 5.33 1692 488 7.94 1.27 1r 20 14.06 8.28 13.30 205 2.66 6,00 510 0,18 0.91 52.0 10 1 6 40 19 14 5 84 8 69 1.72 12 20 15 7 7 10.09 16.19 2.05 3.20 9,00 - - - B0.0 12 1 650 21 54 7 04 1000 266 14 25 1828 1009 17 22 2.05 3.25 9,00 - - - 102.0 on cetaorbne I Contact Victaulic Company of Canadn for ULC Listings 1 to prevent uttallon of valves,It is rocomnemdad that Safes 705W be Installed with Victauil Style 07 Zero-Flex'.Style 005 Firel.ock "or Style HP-70 Rigid Couplings If Vlctaulic pexlWe couple gs are used addllinnal support may be inquired 2 valve mutt not tic Installed with disc in full open Position Disc Inst be partly closed so that no pan Is pnuttuding hoyond end of valve booty 3 viclaulir.gio wud end burHoliy valves are petmitled for use with grooved end pipe lips)only Not permitted for use with Plan end OPS)a grooved end cast ductile Iron pipe 4 Swiss 705W valves are designed for ambicnl weather conditions as opposed to submersible service VICTAULICe IS AN ISO 9001 CERTIFIED COMPAI.Y Virt011h(-C.nmpany of Ammlr.a Vtr.taulir Cnntpanv of r•an;tria \i t:nrht 111-pt Vlrlatilk Aninricn I-alino Victaulic Asla Pacific Phune:t•800-PICKNIC(1-800.742-5842) Phone 416.675-5575 Phone:32.9.381.1500 Phone 010.559 3300 Phone 65.231-3035 Fax 610250.8817 Fax 416.675 5565 Fax 32.9.380.4438 Fax:610.559-36C1 Fax:65.235-0515 e-mall:OckvicOviclaulic.rom e-mail viccanadeyviclauhc.com e-mail:viceurolltvlclaullc.be e-mail:vicaltmvictatdic corn e-mail vicar:vvictauhc com Printed M U S A �G MATERIAL SPECIFICATIONS Body:Ductile iron conforming Disc Coating: 61 for cold+86°F(+30°C)and Bracket:Carbon steel,painted / to A5TM A-395,grade 65-45-15, 0 Grade••E'EI?DM hot+180°F(+82°C)potable Actuator: and ASTM A-536,grade 65-45- EPDM(Green color code), water service.NOT RFCOM- 2+/2-6" (73,0 168,3 nun): 12,coated with pnlyphenylene Temperature range-30°F to MENDED FOR PETROLEUM Bronze traveling nut on a steel sulfide blend. +230°F(-34°C to+110SC). SERVICES. lead screw,In a steel housing. Disc:Ductile Iron conforming to Recommended for cold and Stem Bearings:Teflon impreg- ❑ g- 12" (219,1 -323,9 mm): ASTM A-395,grade 65-45 15, hot water service within the nated fiberglass with stainless Steel worm and cast Iron quad and ASTM A-536,grade 65-45- specified temperature range steel backing. rant gear,In a cast Iron housing. 12,EPDM coating plus a variety of dilute acids, Stem Bearing Nuts:Carbon oil-free air and many chemi- steel,nickel plated cal services.UL classified in Ta Plug:Carbon steel,plated. accordance with ANSI/NSF P g' PERFORMANCE The chart expresses the Cv Values Formulas for Cv Values: frictional resistance of I , values for flow of water at Where: Victaulic Series 705W in +60°F(+16°C)with a fully open 2 Q=Flow(GPM) equivalent feet/meters of valve are shown in the table y DP=Pressure Drop(PSI) straight Alpe. below, C,X Q = 1 C„=Flaw Coefficient SIZE SIZE For additional details contact Nom. Equiv. Nord. Equly. VlctaullC In. FeaU In. Feed . ,, _ of nr,tu.• of SIZE SIZI° SIZE Pipe run, Pipe Nominal Inches Cv Nominal Inches C„ Nominal Inches CV 2'h (Full Open) i, 165,1 t E1 (Full Open) (Full Open) w.0 111W 325 139,7 mm 1150 9 _ 3400 76.1 t ' 6 EI 5 — - 10 3 5 8 11 76,1 mm 325 1150 3482 165,1 mm 1850 4if--- 12 8300 4 12 10 17 - -- 6 1850 - 139,7 12 12 14 _ 600 �J 5 12 1 mllllmatrrs SWITCH AND WIRING Supervisory Switch flexibility to operate two ,urUL LISTED Actuator Repair rTro"sox. 'L'/s• 12" (73,0-323,E'nnu) electrical devices at sep a In the unlikely event of an actua• sizes:Series 705W PW-Two. rate locations such as an ems' . for failure,complete actuation Indicating light and an ti-- ,. �(1 replacement is required, single pule,rhwble throw,pre audible alarm In the area 1 ALL REPLACEMENT PARTS wired switches. at the valve installation. hCCOMNar o"nEcroas Switches are rated l0A @ 125 orr— —-� MUST BE OBTAINED FROM C 60 Hr.and 0.25A @ 250 Switch N 1 Sl • THE MANUFACTURER TO 250 VA VDC. C 60 l 125 VDC Switch 82 S2 """E""" ASSURE PROPER OPERATION (Normally Closed:(2)Blue OF THE VA.VE. S1{ Normally Open: (2)Brown ;% ��(- "M• �"�` Supervisory Switch t Common:(2)Yellow Wiring If Nomla11 Closed: A.Pec wired Switches Blue with",tripe (1)Switches Supervise Opon S21 Normally Open: 71 Valve Brown with Stripe ;!��„ (2)One switch has two k 13 Common: NOTE: connecting to common terminals M1V wires per terminal. Yellow with Stripe (Yellow S1 and yellow with Orange.Stripe Permits complete supervl (3)A ground lead,M I4M'11N Is S2)and Normally Clowd lerminals(Blue 51 and Blue,with orange Striper 5','),In q indl• sion of leads(see die- provided(green) catty light and alarm stays on until valva Is grams below).Second fully opened.then Indicalur light and 8181111 f� switch has one N 18MTW go O°� Cap off unused oke e 9.&ow,,and Brown wire per terminal.This wit,Chant Stripe double circuit provides 1 his product shell be mawfactured by victouiic company All produces shall be inswied in accordance w n current vicmulic instaltationlassembly Instr•,,ctions vktsulk reserves the right to change product specifications,designs and standard equipment volt Ad notice and without incurring obligations 10.18- 2 DynamThreade Fult' Lime Sch-40 Replacement Dyna-Thread offers the life expectancy of Sch40 with superior hydraulics and greater value. Dyna-Thread sprinkler pipe represents an engineering advancement for the sprinkler pipe industry. It combines the safety and longevity of traditional Sch-40 pipe with quality and superior hydraulic advantages. Coffiparison to Sc.hedule 40 • Dyna-Thread's inside diam,nx is up With its increased strength and lighter • More w+I1 thickness at the thread to 3.6%larger than Sch-40 giving it weight,Dyna-Thread reduces (CRR=1.00)gives Dyna-Thread superior hydraulics.And, when used install;dion fatigue rine: is ideal for better life expectancy than lightwall in combination with Dyna-Flow pipe, retro-fit applications. threadable pipe joints. down sizing often occurs. Corrosion Resistance Ratio(CRR) is a • Unlike lightwall threadable pipe, • Dyna-Thread is fully listed and UL(Underwriters Laboratory)terns for Dyna-Thread has no thread gauge approved by UL,ULC,and FM for the estimated life expectancy of a pipe warning. fire sprinkler applications. joint.This is based on the calculated • Dyna-Thread is approved for • 'The life expectancy of Dyna-Thread wall thickness at the base of the first standard hanger spacing (15 ft. exposed thread assumed to be the and Sch-4(I are equal based on the O.C.),can be used as earthquake weakest point of the pipe length. Dyna- calculated wall thicknesses per UL. Thread and Scof th have the same sway bracing, and is safe to use as • The consistent quality of steel used to calculated wall thicknesses at this point drops. make Dyna-Thread facilitates smooth and are both assigned the same CRR of • Dyna-Thread is safer to weld on. threading and lower maintenance 1.00. costs. • Dyna-Thread is more widely accepted than lightwall threadable • The exterior of Dyna-Thread is The internal surface of all black Allied where Sch-40 is specified. protected by a clean,durable mill Tube &Conduit Fire Sprinkler pipe coating for extende.l shelf life and products up to 4.5000" in diameter is easy paint application. coated with our new Antibacterial Formula, "ABF". In scientific laboratory test.ABS proved to have superior resistance to microbial colonization of pipe walls, thereby delaying or possibly Super 40/Dyna-Thread pipe is UL �5j ��� preventing the onset of manufactured to meet: ASTM A-135, Microbiolo rcall influenced corrosion Grade A and is in compliance with Listed Approved Listed g y NFPA.-13.All sizes of Super 40/Dyna- (MIC)when the First Sprinkler System is first installed. Thread are rated at 300 psi working pressure. Super 40/Dyna-Thread is UL and ULC Listed for wet,dry deluge and Specifications pre-action sprinkler systems and FM NPS Nocinal 1.0. WI. Wt.(H20 Filled) Pcs/ WULIfl(21') WVUfl(24') WfAltt(26' Approved for use i; .vet systems. Super M frm In mm Lbs/R,Kglm L',s'Q,Aolm Lilt Lbs,Kp bs. Np Lbs, Kg 40/Dyna-Thread can be"hot-dip" 1" 1.080 1.330 1.75 70 1955 223 21 4 galvanized to meet FM requirement for 25 27.4 2.0 2.60 70 887 1013 105 dry systems. Super 40.LDyna-Thread is 1'/4" 1.408 1.870 2.54 51 2002 2288 2384 approved for all threaded couplings and 32 35.8 2.8 3.78 51 908 1038 108, Welded outlets and is suitable for all 1'/:" 1.639 2.290 3.22 44 2115 2418 251 roll-grooved, and plain-end fittings. 40 41.6 3.4 4.?9 44 _959 _1097 1140 (See listing information). 2" 2.104 3.050 4.57 30 1921 2196 228 50 53.4 4.5 6.60 alt 871 996 103 016100 S. Lathrop - Harvey, IL 60426 Customer Service. Ift•Gp/Flow Control r aIIIL']o 11350 Norcom Rd. • Philadelphia, PA 19154 (800) 882-5543 TUBE 6 CONDUIT 2525 N. 27 th Ave. • Phoenix,AZ 05009 Fax 708-339-1806 S3 - 3 na-Flow® High Strength Steel Pipe The original high-strength lightwall sprinkler pipe with hydraulics superior to Schedule-10. Dyna-Flow pllle is the"original"high- Specifications strength lightwall sprinkler pipe. Dyna- Flow has outstanding hydraulic NP8 Nominal I.D. Wt. Wt.(1120 Filled) Pcs/ WVLift(21') WVL!ft(24') WULIft(25') capabilities and is recognized as the In;min In;mm Lbs/Ft;Kam Lbs/Ft;Kg/m Lift Lbs;Kg Lbs;Kg Lbs. Kq most popular alternative to Schedule-10 1" 1.191 0.830 1.31 91 1,586 1,812 1.888 pipe. Ligthtweight,easy to cut and easy 25 30.3 1.2 1.95 91 719 822 856 to handle for installation. Dyna-Flow is a 1'h" 1.536 1.059 1.87 61 1,356 1,550 1,615 valuable addition to any fire protection 32 39.0 1.6 2.78 61 615 703 733 system, 1IN, 1.728 1.667 2.71 61 2,135 2,440 2,542 40Superior Hydraulics f 43.9 2.5 4.03 61 968 1107 1153 2" 2.203 2.104 3.79 37 1,634 1,868 1.946 With an inside diameter of up to 11% 50 56.0 3.1 5.64 37 741 847 883 larger than Schedule-40 and up to 7% 21h" 2.703 2.564 5.10 30 1,615 1,846 1,923 larger than Schedule..10, Dyna-Flow 65 68.7 3.8 7.59 30 733 837 872 pipe hydraulics are exceptional, Larger 3" 3.314 3.387 7.18 19 1,351 1,544 1,608 1.D.s enable Dyna-Flow,and re:ated _80 84.2 5.0 10.69 19 613 700 729 components,to be down-sized within the 4" 4.310 4.473 10.86 19 1,784 2,039 2,124 system, thus increasing the potential for 90 109.5 6.7 16.16 19 809 925 963 job cost savings. For complete Hazen- -- Williams charts,refer to"Dyna-Flow ilvdruilic lDntn Tahle,;." Coatings & Fabrication pecifications A Approvals Additional Benefits Dyna-Flow products are coated with Dyna-Flow/Super Flo pipe is rnanufac- Lightweight and easy to install, an environmentally approved and tured to meet ASTM A-795 Type l:, resulting in more efficient use of your specially formulated modified-acrylic or Grade A and is in compliance with fieight and labor dollars. water-based coating.This durable coating NFPA-13 and NFPA-14. All sizes of FM Provides stability needed comply is paintable.The black coating acts as Dyna Flow/Super Flo are UL Listed, Approved and ULC Listed. with standard hanger spacing an excellent primer and is resistant to (15 ft U.C.)per NF PA. weathering and U.V,degradation from outdoor storage. U� FM DLC Available in Standard lengths for your Metallurgical properties provide excellent Listed ApNioved Listed convenience,or can be ordered in custom lengths upon approval. fabrication characteristics for end prep Dyne Flow/Super Flo is UL/L1LC Listed finishes,welding and roll grooving. for use with roll grooved,plain-end • Fast cutting and welding, as well as There is no special process or equipment couplings, itad welded joints for wet,dry, easy roll grooving and end preparation. needed for fabrication and installation. preaction arn.i de!uge systems. It is Fy1 • Available in Factory roll grooved fore The internal surface of all black Allied Approved for roll grooved, plain-end,and for quicker shop turnaround. Tube& Conduit Fire Sprinkler pipe welded joints for wet systems. Refer to products up o 4.5000"in diameter is appropriate documentation for up-to-date • Clean,durable mill coating provides coated with our new Antibacterial listing anti approval information. Dyna- longer"shelf'life"and acts as an Formula,"ABF". In scientific laboretory Flow/Super Flo is now available"hot- excellent primer for custom paint test, ABS proved to have superior dill"galvanized and has been specifically applications. resistance to microbial colonization of „hhroved by FM for dry systems uses. pipe walls,thereby delaying or possibly preventing the onset of Microbiologically Influenced corrosion(MIC)when the First Sprinkler System is first installed. r'\ . 16100 S. Lathrop • Harvey, IL 60426 Customer Service: ty�^pl Flow Control `-J �III�� 11350 Norcom Rd. • Philadelphia, 'A 19154 (800) 882-5543 TUBE A CONDUIT 2525 N. 27 th Ave. • Phoenix,AZ 85009 Fax 708-339-1806 S2 - 3 iPS CAABON STEEL PIPE FIRE"PTECTION PRODUCTS P iCtaU�lC Style 720 TestMaster TM 11 Alarm Test Module (PRODUCT DESCRIPTION u� u�C FM Seo vlctaullr. pudicahon 10 01 to,details Patent Ponding rt i Style 720 Style 720 Style 720 Grooved Ends Threaded Ends with Pressure Relief Valve The Victaulic'TestMas- TestMaster II is available The Victaulic Style 720 terlm 11 Alarm Test Module with either NPT, BSPT TestMaster 11 Alarm Test incorporates the test func- female threaded ends or Module with NPT or BSPT tion and rapid drain func- with grooved ends, The female threaded ends Is tion for wet sprinkler integral 4/x" orifice is factory available with a pressure systems into a single unit. fitted. 17/az" size available relief valve set at i 75 psi The unique two valves-in- optionally. Style 720 Test- (1206 kPa).It can also be one globe design provides a Master 11 can be installed supplied with the tapped test part with integral either facing left or right. gauge port,upon request. orifice and a drain port The Style 720 TestMaster 11 NOTE:The Style 720 with within the same unit.The can be supplied with a preR5ure relief valve and Testh laster II is constructed pressure gauge port tap- Style 720 with pressure of ccrrosion resistant ping.This requirement relief valve and gauge port bronze with dual polycar- must be specified at the are UL Listed and FM bonate sight glasses and time of order. Approved only. has a working pressure of 300 psi (2065 kPa). VICTAULIC®IS AN ISO 9001 CERTIFIED COMPANY Victaulic Company of America victaulit cemquuW r31 Canadn Victaulic Furnpr Victaulic:America t mina Victaulic Asia Paellie� Phone.j.800d31CK-VIC(1800-742-5842) Phone.905 884-7444 Phone:32.9.381-1500 Phone 610.559 3300 Phone 65.623E 3035 Fax:610-250-881? Fax 905 884 9771 Fax 32 9.380-4438 tax 610.559-3608 Fax,65-623".0535 e mall pickvicOvictaulic.com a-mall:vtccmadacawlctaulic com e•mali viceut09evict8ultc be e-mail vical4i'vict8u1Ic.com e-mail vicapovictaulic.com 29x9 Rev D 1103 0 Registered ttadernarA of 0claulic V Copyrgnx 2003 Vkteulk. Printed In L 5 A DIMENSIONS n .1Kw I _•r .x I :yu_rxunnn_iiir 'Tir; �--F---o II .B9Y2113+11Gh-'� n 'u: U OpX110M iW"'J-f'"� jTIII .. I.t A1511 •-1 D D p r, C C >2 �� t J t C� 9 J a J _-F_.J i A -fl F--t 4A . Style 720 Stifle 720 I �! A-- 1-*-H--►I Grooved Ends ThreaJed Ends Style 720 with Pressure Relief Valva Dimensions Pipe Size Inches/nllnun it 1. -I Actual Approx. NominalOutside Weight Diameter Diameter Each Inchesl1im Inchesh-, A B C D E F G H I J Lbs.l� STYLE 720 GROOVED ENDS 1 i/4 1.660 3 15 290 5.4 7 643 268 .3.25 - 350 6-7 � 11h 1.900 3 65 3.06 5.47 6.51 268 3 75 - - 4.20 8.9 2 2.375 365 306 5 47 6.51 1 2 6B 3.75 - - - 4.20 93 STYLE 720 THREADED ENDS 1315 300 238 547 6.43 2.68 325 = - = 300 73 "I-e- 1 660 3.00 2 38 5 47 6.43 2.68 3.25 3.00 70 11h' 1 900 363 2 38 5.47 6.51 2.68 3.75 - - 350 105 2' Z 375 3 63 2 38 5.47 6 51 2.68 3 75 - - - 3.5U 10.0 STYLE 720 WITH PRESSURE RELIEF VALVE 1 1.315 300 2 38 547 6.43 2.68 3.25 390 495 400E35 83 11/4 1.660 300 2.38 5 47 6 43 2 6B 3.25 390 4,95 4.00 8,0 11h 1 900 363 2 3B 5.47 6 51 268 3.75 409 4.95 4 00 11 5 2 375 3 G3 2 38 5 47 6,51 2fib 3.75 409 4 95 400 11,13 eN.1vailable In C.nada fid MATERIAL. SPECIFICATIONS Body:Bronze Open/Shut Label: Aluminum Pres:ure Relic f Valve Internals:Brat ze•and copper Valve Seats:EPDM Option: alloy,except spring Is 316 Stain Options.TestMaster 11 can be Relief Valve,1/2"Pressure 11-;"Sl eel specially ordered with the body Relief Valve.'Natts Regulator Valve Bonnet:Bronze tapped 1/4"NPT for a pressure Model FP.'3L 175 psi Sight Glasses:Polycarbonate gauge connection. Fittings:Bronze elbows and 0 rings:Nlirile Orifice Sizes:Standurd th" hose adapters. Gland Nut:t 1,;,I,et allay Optional: Dain Hose:Reinforced plastic. Indicator Pin/Plate:Carbon l] steel,zinc plated Handwheel:Malleable Iron this product shall be manufactured by Vktaulic Company All products to he Installed in accuraance with current VMtaulic mstetleliwassombly Instructions Vlctaulic towws the right to cnange product specifications,designs antistandard equipinent without notice and wllheut incurring obligations 10,22 - 2 • i Cta u l i c Style 005 , An rl�o 9001 certified company Vice pus FireLock' , Gc,sket System Rigid Coupling with Vic-Plus:- Gasket System PRODUCT DESCRIPTION FireLockIm Style 005 rigid Sprinkler Systems. Angle- ONLY on fire protection coupling has a unique,pat- pad design permits assem- systems. ented angle-pad design bly by removing one nut/ Vic-Plus Gasket System: which allows the housings bolt and swinging the • to offset while clamping the housing over the gasket. Victaulic 'now offers a gas- grooves. By permitting the This reduces components ket system which requires housings to slide on the to handle during assembly; no field 1T brication. The angled bolt pads,rigidity is speeds and eases installa- Vic-Plus System!patent obtained. tion on pipe grooved to pending)is dry, clean,and Victatrlic specifications. non-toxic. It reduces Patented The FireLock couplings p assembly time substantially provide rigidity for valve Style 005 FireLock cou- and eliminates the mess t"r connections,fire mains and plings v4 ', the Vic- and chance of long straight runs. Support PIusTM11 Gasket System over-lubrication. and hanging requirements are designed and rec- r cot respond to NFPA 13 ommended for use 1 I Q q CVDd� 4 LPC ena VdS Approved notes on page 2 1002 to DIMENSIONS a1ZE Max. Max Allow.T Dimenslons Nominal Work. End Pipe End ®BOWNut Inches/mi Aprx. Incites Press.§ Load Sep.t No.•Size - Wpt.Ea, Y-- - 7 „n PSI'/1': Lbs.•h In./- _ incheslmn. X Y t Lbs.lk� �.T 11/4 350 755 0,05 2 x ? 2.75 4.50 1.88 . 1. X 1112 350 990 0.05 3.00 4.75 1.88 1 P 1 r 2-sb X 2 u� 2 350 1550 0.07 3.50 5.25 1.88 1.0 1 2-34 X 2''A l i,u, Rated for wet and dry sprinkler 21n 350 2270 0.07 4.00 5.75 1.88 1 9 aystems at 350 PSI(2413 kPa)for 11 , 2-'b X 21h 1; 11/4-4"(42,4-114,3 mm)sizes -T- 350 2475 0.07 4.13 5.75 1.88 1.9 and 300 PSI(2088 kPa)for 91/4 76,1 mm , ,, 2- X 2'h 1-h .1, B'(108,0.219,1 min)sizes, 3 350 3365 0.07 4.63 6.13 1.88 2.1 Schedule 10 toll gruoved or , 2-%X 2'h „ 1.1) Schedule 40 cut or toll grooved 4 350 5565 0.16 2 3k X 2'h 5.75 7.25 2.13 3 1 steel pipe.Style 005 is rigid and does not accommodate expan- 108,0 mm 300 4255 0.1G 2 'W x 2'h 5.63 7.25 2 13 3.1 sion,contraction or angular °" ... deflection 1 , 5 300 729 l 2•0 0.16 ,hX24'i 6.88 9.00 2.13 4.5 , � 300 6495 0.16 6.53 9.00 2.13 4.5 133,0 mm 2-1h X 2-V41 300 7125 0,166.88 9"., 2.13 4.8 139,7 mm 2-'/.X 2% 6 300 10340 0.16 B.00 10.00 2.13 5.0 2-'h X 2V4 159,0 mm 100 9200 0.16 2-54 X 41h 7.63 10.00 2.13 1 5.5 1,1 l �. 300 9955 0.16 8.15 10.00 2.13 5, 165,1 mm 2-'h X 2Y, , B 300 17525 0.192 9S X 4,/i 10.50 13 13 ?_.63 11.3 neter to notes nn page 2 Viclauk*World Headquarlers•P O Box 31,Easton,PA 18044-0031 •4901 Kesslersville Rd,Easton,PA 18040.1-800-PICK VIC•FAX.610/'150-8817•WWW.viclaulic.com 1630 Rev E *00 0 Registeree treeernn'k of fttaulic 0 CopplgM 1999 vicl•wic P-inted in U S A MATERIAL SPECIFICATIONS Housing:Ducule iron conform- Inc,and Approved by Factory Dolts/Nuts:Heat treated car- ing to ASTM A-395,grade 65- Mutual Research for wet and b 1n steel,zinc electroplated to I 45.15,and ASTM A-536,grade dry(oil free air)sprinkler ser- ASTM B-633;Track head bolt 65.45-12 vices up to the rated working conforming to ASTM A-183 Housing Coating:Orange pressure using the Grade"F" minimum tensile 110,000 PSI en trnul Type A Viu-Plus Gasket 1,758340 kPa);Flanged hex nut J Optional:Hot dipped galva- System,requiring no field conforming to ASTM A-563, nized lubrication. Grade A. Gasket: For dry services,Victauhc t Standard gasket and FlushSeal gasket U Grade"E"EPDM•Type A continues to recommend the approved tot dry pipe Systems to-40°F Via-Plus Gasket System T use of Grado"E"Type A omm Supplemental lubricant is rac- y mended for services installed at or (Violet color code).FireLock FluahSeale Vic-Plus Gasket continuously operating below DIF products have been Listed by System.Contact Victaulic for (-1e°C). Victaullc continues to recom• Underwriters Laboratories details, mend the use of FlushSeal gaskets lot dry services. The information provided below is based on the latest listing and approval data at the time of publication. Listings/Approvals are subject to change and/or additions by the approvals agencies.Contact Victaulic far performance on other pipe and the latest listings and approvals. 10 02-2A Rated Working Pressure Rated Working Pressure Pipe Size Pipe Size Schedule Inches UL ULC FM Schedule Inches UL ULC FM 5 11/4.3 175 175 175 4 300 300 3G'1 EZ 10.40 11A-4 350 350 35011 6 175 175 175 5.8 300 300 300 SF 11/4.4 300 300 300 f BLT 1114-2 300 300 300 Super 40 11/4-2 300 300 300 Ill DF 11/4.4 300 300 300 TL 11/4.2 300 300 300 B 175 175 175 WLS 11/4-2 300 300 1 300 DT 11/4-2 300 300 300 XL/XL•ll 11/4.3 300 300 1 300 EL 11A-2 1300 300 j NOTES: 5 refers to Listed/Approved EL refers to Listed/Approved Super 40/XL refers to Listed/ Schedule 5 steel sprinkler pipe. Eddylite steel sprinkler pipe Approved Super 40 or Super XL 10 refers to Liated/Approved manufactured by Bull Moose Tube steel sprinkler pipe manufactured Schedule 10 steel sprinkler pipe. Co. by Allied Tube and Conduit EZ refers to Listed/Approved Corporation. 40 refers to Listed/Approved st e l sprinkler EZ-Flow steel sprinkler pipq WLS refers to Listed/Approved Schedule 40 steel sprinkler pipe. manufactured by Northwest Pipe steel sprinkler pipe manufactured BLT refers to Listed/Approved &Cash;g Co. by Wheatland Tube Company. steel sprinkler pipe manufactured SF refers to Listed/Approved XL/XL-11 refers to Linted/Approved by American Tube Company. Super-Flo steel sprinkler pipe XL or XL-Il steel sprinkler pipe DF refers to Listed/Approved manufactured by Allied Tube and manufactured by Allied Tube and Dyne-Flow steel sprinkler pipe Conduit Corporation. Conduit Corporation. manufactured by American Tube SL refers to Listed/Approved steel Companysprinkler pipe manufactured by DTrefers to Listed/Approved Dyna Western Tube and Conduit Thread stqel sprinkler pipe Corporation. manufactured by American Tube Company. NOTES Working Pressure and End Load are total,from all Internal and external loads,based ci standard weight(ANSI)steel pipe,standard toll or out gronvad in accor- dance with Victaulic specifications Contact Victaulic for performance on other pipe. WARNING.FOR ONE TIME FIELD TEST ONLY,the Maxlmurn Joint Working Pressure may be Increased to 11A limes the figures shown 1 For field Installation only FlreLock Style 005 couplings are essentially rigid and do flat accommodate expanslorticonlraction. g Number of bolls required equals number of housing Segments. Metric thread size bolts are available(color codel gold)for all coupling atzee upon:Squad Contact Victaullc for clMalls. 1 §Slyle 005 couplings are VdS and LPC Approved to 12 Bar(175 PSI). WARNING Piping systems must always be depressurized and drained before attempting disassembly and removal of any Victaullc piping products. This producl$hall be marmfaclured by Vicleulic Company.All prMucts shall be installed in accordance with current Victaulic malallation/arsembly Instructions Vlctaultc reserves the right to change product specifications,design,end standmd equipment without notice and without incurring obligations 1090 - 2 10.03 ----- -- --- FLOW DATA Resistance ( _ Fitting She _ Equivalent FeeVmeters of Straight Pipe _ _ Straight Tee Actual No 002 Nominal Outside 45°Elbow Diameter Diameter 90"Elbow No.003 Branch Run lnchedmm Incheslmm No.001 - 3.5 ;1.5� 1 H 8.5 I SU 60.3 1'1 11 10.8 4.3 2% 2.875 4.3 U,7 3.3 1,3 65 73,0 1.3 11.0 4.5 D,7 4 3.600 4.5 1,4 7G,1 nun 1.4 0,7 3. 76,t 1 0 5.0 i 1 3.500 510 2.6 0,6 4.0 1.5 _ 0U 66.9 6 8 3.4 16.0 z 4 4.500 1.0 4.9 .1 too 114.3 2.1 1 2 21.0 8.5 --- 5 5.563 8.5 1.1 6,4 2.6 125 141.3 2.6 25,0 10.0 - 6 6.625 10.0 5,, 7,6 3,0 150 166,3 310 33.0 13.0 8 8.625 14 0 5.5 t0.1 4,0 200 219,t 1 the flow data listed Is based upon the pressure drop of Schedule 40 pipe MATERIAL SPECIFICATIONS Fitting:Ductile iron conforming to ASTM A 536,grade 65-45-'2 Fitting Coating:Orange enamel optional: Hot dipped galvanized i This product Shoji by ma the ctghed by Victsuilc change producrospeclfAlatponsudesig seetnd Stlandard equ Amoed in rt without with rneliceent l and iwithoutl incurringtoblbigetlons.cUons. Vlcteulic FireLcock" Fittings 2 ry AUTOMATIC FIRE PROTECTION SPRINKLERS. aaUCTS 1 Sprinkler Cabinets PRODUCT DESCRIPTION This is a requirement of in the accompanying table. SA2.000-0000 NFPA and most Authori- When the sprinkler system ties Having Jurisdiction, includes more than one Refer to the applicable type of temperature rating NFPA standard governing sprinkler,the stock of spare your specific installation for sprinklers must include a further details. proportional sampling of Six or twelve sprinkler each type and temperature ys: " capacity cabinets are avail- rating:however,a mini- able,This also provides for mum of 3 each is recom SA4-Doo-0600 SAl-000.0000 storage of the appropriate mended. wrench which is required Sprinklers Min.Number of for the installation and In Building Spare Sprinklers 6A3.000.0000 removal of sprinklers, Under 300 B. Victaulic Automatic Sprin- sprinkler systems will aid in NFPA 25 requires the total 300 to 1000 12 kler Cabinets provide for the prompt replacement of number of spare sprinklers Over 1000 24 storage of a supply of sprin- operated or damaged sprin- to be stored on the pre- "A minimum of three sprinklers of each klers. Maintaining a supply klers and returning a fire mises of art automatic type and temperature rating are required of spare sprinklers on the protection system to ser- sprinkler system meet the for tesidenlial Are sprinkler systems in one.and two-family dwelongs and mobile premises of automatic vice as soon as possible. minimum quantities shown homes. TECHNICAL SPECIFICATIONS Models: Cabinets are available In six or The cover is mounted to the box, ❑ 12 sprinklers twelve sprinkler capacities with at the top,with two 0.036"thick O 6 sprinklers dimensions and shelf variations steel butt type hinges.A coat of O 3 aprirklers as shown on page 2.The cabs- red enamel paint is applied (NFPA/3D,Residential) nets are of welded construction Inside and out,and a label indi- 6!arge sprinklers fabricated from low carbon steel eating that the,cabinet is for Material:Heavy gauge steel, sheet.The box and shelves are Spare sprinklers is bonded to the red enamel. fabricated from 0.030"thick cover. material and the cover is fabri- cated from 0.042"thirk material. r--� VICTAULIV IS AN ISO 9001 CERTIFIED COMPANY Vf ice»rrli( C nmrrpr.y of AmpticA Vlrtnolic Company of Cenads Victatdic Europe V1c1toulir America Latins Victaulic Asie Pacific: Praire 1-0f10 PICK V.0(1 PA 141 5641) Phone 416 675.5575 Phone:31.9-361.1500 Phone 610.559-33% Phone 65 135 3035 fAx 6I 250 8811 in 416.615.5565 1-x 32-918D.4430 Fox.610 1.59-3608 Fox 65-235-0535 I e mail p¢.kvrcralVrclau0c Com a mait.necanadp4Plrinauhc com a mall Viceurutwltlr,Ak.be e-mail VicalVirldaulw con) P-mail VicapimViclauk tom ?W1 IUv.a 11e7 •itegisWod Trademark al Vlclauac 0 CapyO},rx 7002 Viclauk NNW in U S S-A-;nBulldingRiser 'i y, r OQ Building Fluor Building perimeter wall o 0 _3—Flow U� Ames Company Introduces the In-Building Riser manufactured of Series 300 stairless s steel. Using Twenty-First Century technology, Ames has succeeded in the manufacture of a durable and easy to install underground transition fitting to bring municipal water supply into a building. In-Building Riser is ideally suited for fire protection systems. ■ Specification ■ Features/Benefits The In-Building Riser shall t e composed of a single extended • Cost savings 90 degree fitting of fabricated 304 stainless steel tubing,maxi- mum working pressure of 175psi.The fitting shall have a • Corrosion resistant stemless steel construction, grooved-and connection on the outlet(building)side and a type 304SST CIPS coupler on the underground(Inlet)side. • Ease of installation and lightweight allow one person to position and handle the riser ■ Operating Description • Minimal site preparation;joint restraint one-piece- The In-Building Riser is used to connect the main fire supply construction reduces time and labor:no missing parts, to the building overhead fire system.The fitting passes under no leaks;easily identifiable for approvals the foundation without joints and extends up through the floor.Provided with installation tabs,the unit has a CIPS(Cast • UUFM approved Iron Pipe Size)coupler for easy connection to the under- • Sizes:available in 4"- 10"with various lengths to meet ground supply(AWWA C900 PVC)and(Ductile Iron Pipe)an all local requirements industry standard grooved-end connection(AWWA 0606)on th3 building side for easy connection to the overhead fire • Designed to meet NFPA 24 Section 8-3.2 sprinkler iyslem. • AWWA C900 InIeVDIP • AWWA C606 Outlet 111[41-V]E�Muej twill" A Division of I,Vatts Industries A M E 5 875 National Drive•Suite#107•Sacrementa,CA 95834•Phone:916.9280123•Fax:916-928-9333 FIRE&WATERWORKS'" www.amesfirewater.com November 3, 2003 `�� � � f TIGAR® E C Company OREGON PO Box 10286 Portland, OR 97296 \ ' RE: NEW T'IGARD LIBRARY, FIRE ALAIUM SYSTEM Building Permit: BUI'2003-00583 Construction Type: V - 1 HR Tenant Name: Tigard Library Occupancy T.--pe: A2.1 Address: 13500 SW Hall Boulevard Cccupant Load: NA The plan review was performed under the Statr of Oregon Structural Specialty Code (OSSC) 1998 edition;and the Tualatin Valley Fire &Rescue Ordinance 99-01 (TVFR99-01) 1999 edition. The submitted plans are approved subject to the following. General mquirements s 1. A. key box shali be installed within 20 feet of the main entrance. The bottom of the key box shall be not less than 8 feet nor more than 10 feet above the walking surface unless approved by the Fire Chief. 902.4.2 TVFR99-01 An existing key box at the main building entrance is acceptable. 2. Upon completion of the installation, a satisfactory test of the entire system shall be made in the presence of the Fire Chief. All functions of the system or alteration shall be tested. 1007.3.4.1 TVFR99-01 3. The permittee shall provide written certification to the Fire Chief that the system has been installed in accordance with the approved �ilans and specifications. A copy of the completed form shall be maintained on the premises and made available to the Fire Chief. 1007.3.4.2 TVFR99-01. 4. Connections to the light and power service shall ',e on a dedicated branch circuit. The circuit and connections shall be mechanically protected. The circuit disconnecting means shall be accessible only to authorized personnel and shall be clearly and permanently marked FIRE ALARM CIRCUIT CONTROL. Standard 10-2, Section 1-5.2.8.2, TVFR99-01 5. Manual Fire Alarm activation devices shall be mounted in the following reach ranges: • Forward Reach - 15 inches to 48 inches above the floor. 1109.2.3.5 OSSC • Side Reach—9 inches to 54 inches above the floor. 1109.2.3.6 OSSC 13125 SW Hall Blvd., ?lgrrrt OR 97223(503)639-4171 TDD(503)684-2772 V isuals(Section. 1109.14 OSSC) i. Visual signal appliances Shall be provided in the building in each of the following areas: • Restr(:)oms and any other general use area(e.g., meeting rooms) • Halfway,; • Lobbies • Common use arcas. 2. Visual alarms shall be located not less than 80 inches,,uid net more than 96 inches above the floor leve!. When a low ceiling exists, the visual alarm shall be mounted at least 6 -nches below the ceiling. 3. Visual alarms shall have a minimum can&1a rating of 75 candelas. 4. No place in a room shall be more than 50 feet from a visual signal. 5. No place in a common corridors or ballways shall be more than 50 feet from a visual signal. 6. in large room-exceeding 100 feet across and withcut ohstn►ctions 6 feet or more above the floor, devices may be placed around the.perimeter spaced at a maximum of 100 feet apart. Approved Plans: 1 F.;c of approved plans, bearing the City of Tigard approval stamp, shall be maintained on the jobsite. The plans shall be available to the Building Division inspect:,rs throughow all phases of construction. 106.4.2 OSSC Premises Identification: Approved numbers or addresses shall be provided for all new buildings in such a position as to be plainly visible and !egible from the street or road fronting the property. When submitting revised drawings or additional inform.-tion, please attach a copy of the enclosed City of Tigard, Letter of Transmittal. The. letter of transmittal assists the City of Tigard in tracking and processing thr, documents. Respccttiil /( Brian ock, Senior Plans Exarniner February192004 , (OREGON of TIGARD McKinstry Company .:100 NE Columbia Boulevard Portland, OR 97218 RI : TIGARD LIBRARY, FIRE SPRINKLER SYSTEM Project Information Building Permit: BUP2003-00607 Construction Type: V-1HR Tenant Name: Tigard Library Occupancy Type: B/A2.1 Address: 13500 SW Hall Boulevard Occupant Load: NA Area: 48,400 SQ FT Stories: 2 Hazard: Light The plan review was performed under the State of Oregon Structural Specialty Code (OSSC) 1998 edition; and the Tualatin Valley Fire & Rescue Ordinance 99-01 (TVFR99-01) 1999 edition. The submitted plans are approved subject to the following. 1. A key box shall be installed within 20 feet of the riser room entrance. The bottom of the key box shall be not less than 8 feet nor more than 10 feet above the walking surface unless approved by the Fire Chief. 902.4.2 TVFR99-01 Contact TVF&R for keybox at 503-612-7010 2. A supply of spare sprinklers of each type (never less than 6) shall be maintained on the premises so that any sprinklers that have operated or been damaged in any way can be promptly replaced. These sprinklers shall correspond to the types and temperature ratings of the sprinklers in the property. Standard 9-1, section 2-2.7.1 OSSC 3. A special sprinkler wrench shall be provided and kept in the cabinet along with the spare sprinklers to be used in the removal and installation of sprinklers. Standard 9-1. section 2-2.7.2 OSSC 4. A minimum of 18 inches shall be maintained between top of storage ar;d ceiling sprinkler deflectors. The distance shall be increased to 36 inches for large drop sprinkler heads. Standard 9-1, section 4-4.1.6 and 4-4.3.2 OSSC 13125 SW Hall Blvd., Tigard, OR 97223(503)639AI71 TDD (.503)684-2772 - 5. Sidewall sprinkler deflectors shall be located not more than 6 inches or less than 4 inches from walls and ceilings. Standard 9-1, section 4-4.2.3.3 OSSC h. Clearances shall be provided around all piping extending through walls, floors, platforms and foundations. Minimum clearance for pipe sizes 1 inch through 3 '/z inchesrhall be not less than 1 inch. Minimum chmrance for pipes 4 inches and larger shall be 2 inches. Standard 9-1, section 4-5.4.3.4 7. Monitoring, Section 904.3.1 OSSC All valves controlling the water supply for automatic sprinkler systems and all water flow monitoring devices shall be electrically monitored. 8. An approved audible sprinkler flow alarm shall be provided on the exterior of the building in an approved location. An approved audible sprinkler flow alarm to alert the occupants shall be provided in the interior of the building in a normally occupied location. 904.3.2 OSSC Approved Plans: 1 set of approved plans, bearing the City of Tigard approval stamp, shall be maintained on the jobsite. The plans shall be available to the Building Division inspectors throughout all phases of constriction. 106.4.2 OSSC When submitting revised drawings or additional information,please attach a copy of the enclosed City of Tigard, Letter of Transmittal. The letter of transmittal assists the City of Tigard in tracking and processing the documents. Respectful rian ock, Senior Plans Examiner try to 0!Your Building February 13, 200,! City of Tigard 13125 SW Hall Blvd. Tigard,OR 97223 Attention: Mr. Brian Blalock/Plans Examiner Re: Tigard Library/Tigard,Oregon Dear Brian: McKinstty Co. is pleased to present you with the following information and continents pursuant to the attached City of Tigard letter for the abovc referenced project. Item No. 1: ➢ McKinstry Company did not provide any underground material beyond 5 .0"from the building. Information the 5'-0"stub outs has been provided to you in attached equipment submittal and on attached site plans. Any questions on material and installation items for the fire service underground and fire department connection beyond 5'-0"outside the building should be directed to the General Contractor, Hoffman Construction and the permit record holder John L.Jersey and Sons. Item No.2: Q )o Plans indicating locations of sway bracing is attached. Item No : Calculations of sway bracing is attached. ItemNp,.4: Y Cut sheets for all equipment is attached in equipment submittals. !Lew-N- Riser Diagram-,are provided on attached plans. It ►e n Nt1.6: Y Cut sheets for piping material is attached in equipment submittals. If you have any questions or need additional information please feel free to give me a call(503.331,0234) Best regards, McKinslry Co. Jeff Me nor Fire Pratection Manager 5400 NE Columbla Boulevard-Portland,OR 97218-(503)331-0234 Oregon CCB#409al i , i October 28,2003 McKinstry Company 5400 NE Columbia Boulevard Portland,OR 97218 RE: TIGARD LIBRARY, FIRE SPRINKLER SYSTEM Protect Information Building Permit: BUP2003-00607 Construction Type: V-1 I IR Tenant Name: Tigard Library Occupancy Type: B/A2.1 Address: 13500 SW Mall Boulevard Occupant Load: NA Area: 48,400 SQ FT Stories: 2 Hazard: Ordinary, Group II The plan review was performed under the State of Oregon Structural Specialty Code (OSSC) 1998 edition;and the Tualatin Valley Fire & Rescue Ordinance 99-01 (TVFR99-01) 1999 edition. The following information is required prior to issuance; I. Clarify equipment used in vault and the joint restraint to be used lbr the underslab and underground piping. This equipment was listed as a deferred submittal and has not been submitted to date. See the attached copy of the approval letter dated July 3, 2003 2. Revise plans to indicate locations of sway bracing. t 3. Provide calculations of loads for sizing and provide details for sway bracing. 4. Provide cut sheets for all valves, tamper/monitoring devices and equipment, including all sprinkler heads. One sprinkler cut sheet was submitted. 5. Provide riser diagram. l &l L 001 C.X7EA10R) 6. Clancy all sprinkler pipe material type. Submit cut sheets with listing. When submitting revised drawings or additional information, please attach a copy of the enclosed City of Tigard, Letter of Transmittal. The let cr of transtn.ittal assists the City of Tigard in tracking and processing the documents. Respect fu Ily, Brian Malock, Senior Mans Examiner CITY 4F TIGARD 24-Hour BUILDING Inspection Line. ;503)639-4175 MST INSPECTION DIVISION Business Line: (503) 639-4171 BLIP Received __-Date Reques d y __ AM__T_ PM— BLIP Location S6i Suite — MEC Contact Person Ph( ) -7 7 7 pLM Contractor_ Ph(_ _) _ SWR BUILDINGS - Tenant/Owner ELC -7g Footing ELC Foundation Access: Ftg Drain ELA Crawl Drain _ Slab Inspection Notes; / SIT Post&Beam Shear Anchors Ext Sheath/Shear Int Sheath/Shear Framing InsulationDrywall Nailing -- - ------------------ Firewall Fire Sprinkler - -- - - --------- Fire Alarm Susp'd Ceiling - - - — --- — - -- - - Roof Other. -- ---- Final PASS PART FAIL PLUMBING -_ - - Post&Beam Undor Slab - Rough-In Water Service -- ------- -- Sanitary Sewer Rain Drains ------ ---- - — Catch Basin/Manhole Storm Drain — -— - — --- - Shower Pan Other: -- Final — PASS PART FAIL — -- ---- -- - - - _.-. ._._.- MECHANICAL Post&Beam Rough-In Gas Line Srnoko Dampers — — —- - --- - - Final _PASS -PART FAIL - -- CTRIC �5ervaee Rough-!n - Low Voltage -- -- -- - ---- -- --- - Fire_Alarm n Reinspection fee of$ required before next inspection Pay at City Hall, 13125 SW Hall Blvd PART FAIL SITE PieAse call for reinspection RE Unable to inspect- no access Fire Supply LineADA Approach/Sidewalk [late ��� � Inspector l r-�'�e64, aE�-�_-_ Ext - Other- Final therFinal OO HOT REMOVE this Inspertl-on record from the job site. PASS PART FAIL FILE COPY July 3, 2003 SRG Partnership, Inc. C,�Y �� Y�GIA � 621 SW Morrison, suite 200 Portland, OR 97202 OREGON Re: City of Tigard Library — Site Review / 13500 SW Hall Blvd. SIT2003-00016 The City of Tigard Building Division has performed a plan review for the site at the above referenced project. This review was performed under the provisions of the State of Oregon Structural Specialty Code (OSSC), 1998 edition and the Uniform Fire Code as amended by Tualatin Valley Fire & Resrue (UFC). The plans are approved subject to the following conditions. DEFERRED SUBMITTALS • Ttre underground fire line joint connections and the valves for the NFPA 24 type system have been designated as deferred submittals. The deferred submittal fee is a minimum_ of$200.00 based on the valuation of the underground fire line system. EXCAVATION • Site grading, excavation and fill will be monitored and inspected by Carlson Testing, Inc. and observation will be performed by Geocon Incorporated. This firm shall inspect the excavation for bie foundation systern and any fill placed therein to ensure the soil bearing capacity is adequate for the footing design as indicted in the geotechnical investigation dated May 10, 2003 Any discrepancies or special conditions shall be Drought to the immediate atte.ition of the contractor for correction. All inspect;on records shall be forwarded to the attention of Hap Watkins, Supervisinq Inspector at 13125 SW Hall Blvd., Tigard, OR 97223. EROSION • Erosion control measures shoo; be in place prior to excavation or grading FIRE_ The private fire service main shall be at least 30 inches below grade. 13125 SW Hall Bled., Tigard, OR 97223(503)639-4171 TDD (503)684-2772 --- - — -------- --___ • The private fire service main shall be flushed thoroughly before connection to the system riser in order to remove foreign materials that might have entered the main during the course the installation. The flow rate shall not be less than the water demand rate of the system. • All piping shall be inspected prior to backfill ACCESSIBILITY • Accessible v alkways and routes shall not exceed a running slope of 1 unit verkal in 2J units horizontal (5% slope). Cross slopes shall not exceed 1 unit vertical in 50 units horizontal (2% slope). A copy of the approved plans shall be on the job site at all times and avai}able to the City of Tigard inspectors for inspection purposes. OSSC Section 106 4.2. If you have any questions o oncerns, please contact me at (503) 718-2448. Sincere , ZI Bla k Senior ans Examiner C' Hap Watkins, Supervising Inspector Jim Hendryx, Director of Community Development File May 30, 2003 COREGON TIGMDBruce Barton SRG Partnership, Inc. 621 SW Morrison, Suite 200 \ / Portland, OR 97205 \ RE: TIGARD LIBRARY, SITE WORK Proiect Information Site Permit: Si t'2003-00016 Construction Type: V - 1 HR Tenant Name: Tigard Library Occupancy Type: B/A3 Address: 13500 SW I fall Boulevard Occupant Load: NA Area: 48,430 Sq Ft Stories: 2 The plan review was performed under the State of Oregon Structural Specialty Code (OSSC) l')98 edition; and the Tualatin Valley Fire & Rescue Ordinance 99-01 (TVFR99-01) 1999 edition. The submitted plans have been reviewed and the following information is required prior to the issuance of the SITE PERMIT. GENERAL 1. Provide the valuation for the site work portion ofthe project. Subtract the valuation of the site plumbing work from the valuation for the applicable amount . AC'CESSIBILI'TY 2. Clarify the accessible route to the public as required by section 1103.1 OSSC. 3. Six accessible parking spaces and three access aisles are shown on sheet CIA Provide a curb cut type ramp at all access aisles to provide access to the library. Currently plans indicate only one ramp. 4. Accessible parking sign shown in detail 1/C7 is required to he 84 inches to the bottom of the sign. Revise the detail. FIRE SERVICE 5. Complete and return the enclosed " ;1RE FLOW and HYDRANT WORKSHEET". 6. Clarify depth below grade for the fire service lines. 13125 SW Hall Blvd., Tigard, OR 97223(503)639A 171 TDD(503)684-2772 --- 7. Provide cut sheets and installation instrL.tion for mechanical joint connections to be used for the fire service lines. 8. Provide cut sheets for valves to be used for the fire service. All valves shall be listed for use in a fire service application. 9. Sheet C1.0 indicates an FDC in close proximity to Hall boulevard SP o the Fire Service Vault. The FDC will subsequently pressuri;e the downstream hyd.ant. Section 903.4.2.3 TVFR99-01 excludes the hydrant from the total required hydrants. The hydrant is required per section 903.4.2.1 TVNR99-01. Provide an alternate FDC piping system. • Plep,e provide an item by item rtsponse. American with Disabilities Act(ADA): It shall be the responsibility of the Architect, Engineer, Designer, Contractor, Owner and Lessee to research the applicability o�the ADA requirements for the structure. The City of Tigard reviews the plans and inspects the structure only for compliance with Chapter 11 ol'the OSSC which may not include all of the requirements of the ADA. When submitting revised drawings or additional information, please attach a copy of the enclosed Pity of Tigard, Letter of Transmittal. The letter of transmittal assists the City of "Tigard in tracking and pros sing the documents. Respectf 00 rianc Senior Plans 1,xaminer I ARCHITECTURC- PLANNING INTERIORS 621 SY. Morrison Street,Suite 200 Port(anf' Oregon 97205 T:503.222.1917 F:503.294.0272 www.srgpe tnership.com SRG PARTNERSHIP I NC ,lune 23, 2003 Brian Blalock, Senior Plans Examiner Building Department City of Tigard 13125 SW Hall Blvd. Tigard, Oregon 97223 Subject: Tigard Library, Site Work Reference: Plan Revia-,Comments 5/30/03 SIT2003-00016 Brian: Th,following is our item by item response to the Site Work Plan Review Comments dated 5/30/03. 1. "Valuation for the site work portion of the work, minus the valuation of the site plumbinq work." $430,000.00, which includes the following: mass excavation and grading, site concrete, site asphalt paving, and all landscaping. 2. "Clarify the accessible route to the public way as required by section 1103.1 OSSC." Starting from this Lobby 109,utilizing the south exit doors, the accessible route to the public way is M via the concrete pnlio to concrete sidewalk that runs west to future Hall Blvd. public sidewalk andIK future public transportation stop to he located just south of the Library's concrete sidewalk. See Landscape plans L1.01 and 1.1.02. i. "S;x accessible parking spaces and thice access aisles are shown on sheet C 1.0. Provide a curb cut type ramp at all access aisles to provide access to the library." 'rhere are a total of 105 parking spaces provided for the library. Per Chapter I t 1104.1/447.233 we are providing(5)five accessible parking spaces and three access aisles as shown on::heel CLO, L1.0I and 1.1.02. We will provide access to the sidewalk from each access aisle by lowering the sidewalk in front } of all 5 accessible parking spaces including the access aisles. Please see attached revision drawings RL 02 and RL-03. which indicates the lowered sidrwAO W I r ao-l�r3 c- I I� �.�✓.s Brian Blalock `J b June 19,2003 we Page 2 of 3 4. "Accessible parking sign shown in detail 1/C7 is required to be 84"to the bottom of the sign. Revise the detail." 71ir flow f Detail to be revised indicating t�ottom of the sign to be 84 inches above adjacent grade/;urface. 5."_Complete and return the enclosed Fire Flow anJ Hydrant Worksheet." DSee attached Fire Flow and Hydrant Worksheet provided by Kurahashi and Associates,civil engineers for the project. fA.ANd 6. "Clarify depth below grade for the fire service lines.' �s Depth of cover ou the Fire Service outside of the building is(3)three feet minimum. 7. "Provide cut sheets and installation instructions for mechanical joint connections to be used for the fire service• lines." Cut sheets and installation instructions will be provided via the Gencral Coni;a,-tcr!Holfinan Construc(ion)once they have selected a plumbing/site subcontractor. Shop drawings are required by our construction documents and they will be issued to City of Tigard for review and comments ,cam S h i concerning the tiro service. lines. D •C �Q(� v� � 1—;-yL CLs4c— 8. "Provide cut sheets for valves to be used for the fire service. All valves Jiall be listed for use in a fire service application." Cut sheets and installation instructions will be provided via the General Contractor(Hoffman Construction)once they have selected a plurr,bip.g/site subcontractor. Shop drawings are required by our construction documents and they will be issued to City of Tigard for review and comments concerning the valves used for the fire service. D CCG--(LQC'- D F&'C 9. "Sheet CLO indicates a FDC in close proximity to Hall Bculevard next to the Fire Service Vault. The FDC will subsequently pressurize the downstream hydrant. Section 903.4.2.3 TVFR99-01 excludes(tie hydrant from the total required hydrants. The hydrin: is required per section 903.4.2.1 TVFR99-01. Provide an D . alternate FOC piping system." A separate 2-in,-,h FDC pipe was added to sheet C1.0. See attael,ed Addendum No. 2,drawing C1.0.see Note no 10. Brian Bldoc:k `9 lune 19,2001 Page 3 of 3 Sincerely, Bruce C. Barton, AIA Project Architect SRG Partnership Inc. 1 rr-nclosure(s): RL-02—Partial Site Plan RL-03—Key Notes Fire Flow and Hydrant Worksheet Addendum No. 2 Letter of Transmittal cc: SOJ City of Tigard File .. i , 'Iil .. a „i n ..I .. .I. mil, t.. II.i ,i .,i.. .,•ih, 1 08'08!2003 FRI 09:49 FAX 503 844 9731 Kurahasht & A660C. , Inc:. 10002 003 1 Fire Marshal's Division Offices _ �J North-4755 SVU Griffith Dr Beaverton OR 97076, (503) 6- 9 52 246 Tualatin Valley South-7401 SW Wash Ct., Tualatin, OR 97062, (503)612-7010 Fire & Rescue East-624 7th St, Oregon City, OR 97045, (503)657 1365 Fire Flow and Hydrant Wcrksheet r his worksheet is required to be submitted to and approved by the Authority Having Jurisdiction(AHJ) before any permits for new building construction, building expansion or fire hydrants will be issued by any building department within the')VF&R District. See the instructions for assistance completing this form or call one of the abode numbers Preoafer Information Prep;-re►Name: Brett Arvidson � I Phone: 503-644-6842 Fax: 503 944 9731 Architect I fr.glneer of Record: SRG/Kurahashi Phone: 503-644-6842 1 Fax; 503-644-6842 K General Building Information Project Name: New Tigard Library Project Address; 13500 SW Hall Blvd, City:I ,hard County:FWashington Zip:,97223 Construction Type(s): T e IV Heavy Timbei or Typo V One hour Total Bldg Area. 28,000 sqR Total Firy Area: r—28,000 sgft lBldq `=ire Finw C 3012 talions Per Minute D 3c r)be rlre Area:111 more than one fire area.Include an 8 112,11 or 17 a 17 drawing Indlcatlnq the venous pre areas) _y Building considered one fire area. Type of Occupancy or Use of Building: i pulb Library 06 06 2603 FRI 09:49 FAX 503 644 9731 Kurshashi. & Assoc , Inc. 003 003 A, Single Occupancy Hazard (If using Item A,DO NOT use Item B; Al [wilding Fire Flow 3012 GPM A2 Occupancy Factor —� A3 Required Fire Flow 3012 GPM �. Multiple Occupancy Hazard(If using Item Et, DQ NOT use Item A) 81 Determine percent of each occupancy hazard In the fire area. Ught Hazaru _ 28000 SF 28,000 SF 100 �o �+ °- Ordinary Hazard Grp 1 0 SF ?8,000 SF JEU 0 OrdinarYHazard Grp 2 _ 0 SF 28,0_00 SF 0 % Extra Hazard 0-ER 1 0 SF 28,000 SF 0 % rP)tra Hazard urp 2' 0 SF 28.000 SF p Total Must equal 100% 100 % J B2 Calculate Fire Flow Light Hazard 1.0 100 % 3012 JP 372�GP7M7 Ordinn Hazard Gr 1 1 2 0 % 3012 Ordlna Hazard Gr�2 1.3 0 % 3012 0 GPMExtra Hazard G 1 1.A 0 % 3012 0 GPM Extra Hazard G 2 i 5 0 , 3012 GPM 0 GPM B3 Required Fire Flow 3012 GPM Calculate the Minimum Number of Fire Hydrants Required Required Fire I low 3012 GPM 1 1,500 = F-2 No of ItOrents Required(Min of 2) D, Reduction of Fire Flow-Reductlons are based on the following: D1 - Reduced by ;'51/, for A Full Fire Alarm (multiply by it)) D2- RP(Jur ed by 50",,. for Automatic Sprinklers (multiply by 50) D3 - Reduced by /5 for Central Station Supervised Automatic Sprinklers (multiply by 25) E. Required Fire Flow in Non•1prinklered or_3prinklered Buildinga F1. dire clow 3012 GPM x 0.25 1500 GPM Max 3000 Min 1500 qpm) CITYOF TIGARD SITE WORK PERMIT DEVELOPMENT SERVICES PERMIT # : SIT2003-00016 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639-4171 :`ATE ISSUED : 7/7/03 SITE ADDRESS: 13500 SW '1ALL BLVD PARCEL : 2S102DD-00100 SUBDIVISION: EDGEWOOD ZONING : R-12 BLOCK: LOT: 001 JURISDICTION : TIG CLASS OF WORK: NEW PAVING ?: Y RESO. NO: TYPE OF USE: COM GRADING ?: Y VALUE: 430,000.00 EXCV VOLUME: 2,374 cy LANDSCAPING?: Y FILL VOLUME: 12,727 cy SITE PREP ?: Y ENG FII-L?: Y STORM DRAINS?: SOILS RPT READ?: Y IMPERV SURFACE: 84,894 sf Remarks: Site work for new library. Owner: ----- — --- - --FEES CITY OF TIGARD Description Date Amount 13125 SW HALT_ BLVD TIGARD, OR 97223 11:K11RMT] Erosion Cntl 7/7/03 $160.00 1 I.IZPLN] Ersn Plck-USA 7/7/03 $5200 Phone: 503-639-4171 1 FIROSN] Ersn Pick-007 7/7/03 $52.00 1FI.S1 FLS Pln 16, 7/7/03 $808.92 Contractor: _ _ l BUILD] Print Fee-Valu 7/7/03 $2,022.30 HOFFMAN CONSTRUCTION CO OF OREGON I li(JPPLNj Pin Ck-Valu 7/7/03 $1,314.50 805 SW BFZOADWAY#2100 1 I AX] 8%St'rax-Valu 7/7/03 $161.78 PORTLAND. OR 97205 Total $4,571.50 Phone: 503-221-8857 Reg #: LIC 152410 Required Inspections Excavation Fill Grading Paving Insp Sprinkler supply lines Fire system test This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of OR. 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 days. ATTENTION: Oregon law requires you to follow rules adapted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-001-0010 throw bAR 952-001-0100. You obtain copies of these rules or direct questions to OUNC by calling (503)246- 99. [�f 1 I ued By: - OCC`- WL�.�'��. -�'•C_f Permittee Signature: Call (503) 639-4175 by 7:00 P.M. for an inspection needed the next business day 135-0 0 I3LY0 Site Work Building Permie t'on ' OFFICE -- pt — Received Building Datc/B -5A?/-0J Permit No-s/raoo3-oon�� City of Tigard Planning Approve Other y g MAY2003 Date/By: Permit No.: 13125 SW Hall Blve+, Plan Review Other Tigard,Oregon 97223 GI-iTY OF TIGARI -Date/By: -i Permit No.: Post-Review land Use Phone: 503-639-4171 F>Gb�:II�QI�t "-. 900 Date/By: Case No. Internet: www.ci.tigard.or.us n contact Juris.: Sec Page 2 for 24-hour Inspection Request: 503-639-4175 Name/Method: Supplemental Information TYPE OFWORK REQUIRED DATA: — Fvl New construction I LJ Demolition I &2 FAMILY DWELLING Addition/alteration/re lacement other: _ CATEGORY OF CON UCTION Note: Permit lees*arc based on the total value of the work perfo Indicate �] 1 &2-Family dwelling Commercial/Industrial the value(rounded to the ncarest dollar)of all equipment,mateRals.labor, overhead and profit for the work indicated on this applietttion. Accessory Buildi�_ ❑ Multi-Family Master Builder _]Other: Valuation............................................ .......... S JOB SITE IN FORMA If ION and LOCATION No.of bedrooms: Job site address: / SGb 1 L BWO' T Q Atd- ' Total number of floors.d ... _ New welling area ).............................. Suite#: — lld ./A t.#: --- Garage/carpo ea(sq. ft.)............................ _ Project Name: W 774W,, waWy Covered ch area(sq.ft.)............................. Cross street/Directions to job site: Dc ea(sq.ft.)............................................ Other structure area(sq.ft.)............................ REQUIRED DATA: Subdivision: ___ Lot#: COMMERCIAL-USE CHECKLIST - — — Tax rcel #: Note: Permit fees'are based on the total value-f the work performed. Indicate DESCRIPTION OF WORK the value(rounded to the nearest dollar)of all equipment,materials,labor, overhead and profit for the work indicated on this application. 430 4tF U9,�,�,ty , � �y 'r �[3 AE,� Valuation......................................................... S _ f�VVlftlt�rV7Pf_ �rvS(tiT /A�. sib/e sp Existing building area(sq.ft.)......................... — _.- -1----L--- New buildingareas ft. MON - A/O& Ott/„ ' 1Af0 A/ ( q. .. ............................. --- - - Number of stories.............. ............................. ROPER'TY OWNER TENANT Type of construction....................................... _ Name: iVyPf '!jW yd% PM41* Occupancy group(s); Existing: — Address: /,9/25- rte/ *_ lg4✓' New: 7/ City/State/Zip: e %TN_3 Pllone: S4 7/�-?�yD Fax: 503- G D 52 NOTICE: All contractors and subcontractors arc required to be APPLICANT CONTACT PERSON licensed with the Oregon Construction Contractors Board under — provisions of ORS 701 and may be required to be licensed in the Business Name: ��P� LNe, jurisdiction where work is being perforated. If the applicant is exempt Contact Name: from licensing,the following reason applies: Address: J21 sW IWWJ.WlCity/State/Zip: Oie 205- -- - —- - -- —--- - phone: Sd3-222-/1/7 TFax: *3.29 -027Z^ --_— E-mail: �pti/�St�'bO �f///� CI9I'� BUILDING PERMIT FEES" Please refer to fee schedule. CONTRACTOR -- -- ----------- ------ — --- Business Name: -'�PY��_�40Qw Fees due upon ahlrlir:noon.............................. $ Address: ('0-r-W &V Cit /State/Zi 9 fkmount received........................................... �L6iell�hvb OR 97205 c Phone: 503-W-Ull Fax: PY- fy7/ ?3� � Date received:_ Authorized Si nature: Date: Notice: This permU applicaUnn egrfres 1f a permit Is not obtained within g —__-.--- __—.— ---- ._ IAO days after It has been accepted as complete. 'Fee nrethodolog% %o b\ 711-(ounic Rullding Industry Sen ice Hoard. (Please print name) I\Dsts\Permit forms\HldgPemntApp.doc 01/03 N s AvA;►�/�a�N�'r o� SITE WORK PERMIT CHECK LIST Commercial, Multi-Family (R-1 occupancy) and Residential: Please complete all items below, unless otherwise noted. ------------ Excavation Volume: cu. ds. Grading Volume: Soils re ort ree uired for >5,000 cu. rids_) /, 230 cu. yds._ Fill Volume: (Fill exceeding 12" in depth shall be compacted to 90% of _R—et _— - _ _4727 72T Cu. yds. Retaining structure? (Check one) U Rock U CMU W Concrete U Other *Total new impervious area Including all buildings, sidewalks, and paving: sq. ft. Site Utilities Plumbing Work: Complete the Plumbing Permit Application for site utilities plumbing work. Plans Required: See"Site Work Permit Application - Plan Submittal Requirements" attached. The following must accompany this application: Site Plan with Vicinity Map showing *Parking (including ADA) and ADA_compliance _ _ Lighting Plan ___ — Grading Pian and details - *Landsca ing Plan Erosion Control Plan and details _ Soils Repol+A f�eguired� _ Retaining Structures —� 1 *Does not apply to 1 and 2-family dwellings. # of Plans TYPE OF SUBMITTAL Required at (Includes New, Additions or Xterations) Submittal _ Cuinnlerciai - --�- 4 Multi-Family R-1 Occupancy 4 One- & Two-Family Dwelling I 4 NOTE: Flan review is dependent upon submittal of a completed application and plans. After plan review approval, the Plans Examiner will contact the applicant to request additional sets of plans for distribution purposes (for Contractor, City of Tigard, Washington County, and Tualatin Valley Fire & Rescue). L•\dsts\forr s\SIT-cheddist.doc 01129/03 Fre Systems West Inc. J — 4:87220o TIGARD LIBRArZY 1 e 1 1 1 � 1 FIRE ALARM DEVICE . 1 DATA SHEETS F/. ..QI�F�ARn..............(7'f I Approved. /J 1 Conditionally Approved....................................( ) Prepar' d For: F or only the work es descr9bed In 3 See letter to: Follow........ . .. .......................... ( ): ECAttach ........................................(J�) .lob Address:(�SOe « __. -� dww_ sAu 2121 NW THURMAN ST 4"A"Date: PORTLAND, OR. 97296 OFFICE COPY FIRE DETECTION •�:•�� "Al AND ALARM SYSTEM G;*4 W4 ks a� LWWW.— OREWA ECL MFIRE5W1 p55L�ti Cecember 13,2001 DN-3783•A-105 NOTIFIER®R AFP-200 Analog Fire Panel Section: Intelligent Fire Alarm Control Panels WMERAL r— California The AFP-200 is a compact, cost-effective, intelligent fire u I r ,� State Fire V lr ( Marshal alani control with a capacity of 198 individually identified and controlled points and an extensive list of powerful fea- C 7165-0028:164 lures. The AFP-200 provides capabilities that exceed most LISTED CS118 large intelligent systems, at a cost comparable to conven- S635 (AFP-200C, tional control panels. AFP-200ii FEATURES MEA U.S. Coast Guard M • 198 intelligent devico capacity(99 analog detectors and 99 104.93-E Vol.VI 161.002/23/1 Approved monitor/control modules). Style 4,6, or 7. (notforreleasing) • Overall 301 point capability(198 intelligent points, 4 pro- - gramrnable NAC circuits, 99 programmable relays). • Network ready(reference NOTI•FIRE,NET'"and N IM- a - r 232 data sheets for more information)' • Intelligent features: 94/60004 (E1) ✓ Manual sensitivity adjustment. ..�. ✓ Day/Night automatic sensitivity adju;lr lent. ✓ Drift Con>nOnsation (U.S. Patent Pending) meets UL requiremer.s as a calibrated test instrument. ✓ Auto detector test (meets NFPA 72). ✓ Maintenance alert (two separate algorithms) t- ✓ Pre-alarm (AWACS'"' U.S. Patent Pending). 1•, '%. M1 be Activate focal sounder base on pre-alarm. .;�'?z;�� • fi :1s►:. ✓ LF.0 blink control for sleeping areas. ✓ Automatic device type check. >r' s • Releasing features: ✓ Four independent hazards. ✓ Sophisticated cross zone (three options) ✓ Delay tinier and Discharge timers (adjustable). The AFP-200 ✓ Abort(four options). • FZM-1 two-wire detector Interface provides cornr,atibilfly • Optional DACT,with AC fail delay. with many non-NOTIFIERdetectorsforretrofitapplications • LCD-80 remote display/cuntrol (consult factory for latest compatibility listings). • ACS annunciators (EIA-485), including LDM custom. • Dual-rate charger for up to 90 hours of standby power. • Printer interface (80-column and 40-column printers). • Two-Stage option for notification circuits (Canada). • 5.0 A usable regdated output power,plus 6.0 A expander • Tornado Warnina activates different notification circuit code. (maximu n 8.0 A to pan131 circuits). • Non-alarm points for lower priority functions. • 80-character LCD displ-ey, backlit. • Remote Silence/Reset/Evacuate via monitor modules. • Real time clock, with European format option. • Automatic time control functions, with holiday exceptions. • History file with 650-r vent capacity in nonvolatile memorv. • Rapid poll algorithm for manual stations. Responds in<2 Includes non-erasatle shadow history. seconds. • Waterflow or supervisory selection per point. • Operates with untwisted, unshielded wire(up to 1,000 ft) • Alarm Verification selection per point with tally. 304.8 m)for retrofit applications(U.S.Patent 5,210,523). • Walk Test reports two devices se!to same address. • UL Listed for Fire Signaling per Standard 864&NFPA 72. • Positive Alarm Sequence (PAS) Presignal per NFPA 72. • UL Listed for Burglary a;,plications per Standard 1076. • Silence inhibit and Auto Silence timer options. • UL Listed for Releasing Se vice. Complies with NFPA 12, • March time/temporal/California code for bell c'rcuits. 12A. 12B, 13, 15, 16, 2001 S!andards when installed in • Field-programmable on panel or on PC,with user-defined accordance with appropriate NFPA standard. passworos, plus Autoprogram feature. FM approved for Agent Release and Preaction/Deluge. • 11L Listed modem interface allows remote/off-site systel MEA and CSFM approved; however, not approved for integration. releasing by MEA. • Approved for marine af:plications by U.S.Coast Guard and NOTI-FIRE•NET""is a trademark of JOTIFIER, 1994. Lloyd's Register of shipping. This document Is not intended to d cUSetcur for iWe cannot purposes We try to keep our IS09001 product information up-to-date and accurate We cannot cover all specific applications or ani c pate all requirements All speciJcations are subject to change without notice MW For more information,contact NOTIFIER. Phone:(203)484-7161 FAX:(203)4847118 UFA - rJ NOTIFIER" 12 Clinionvilie goad,Norttdord.Connecticut 06472 BYiIFfFAINO S MANUFACT11AtNC ra�a�L ON 3783•12 13:01 -- Page 1 o' SYSTEM BLOCK DIAGRAM SLC Intelligent loop -------- ----- Z FSI-751 FSP-7E: 4F5 DEVICES = o NOTI•FIRE•NET" Ion Photo . Optional Network Interlace Thermal -------- NBG-12LX FMM-1 FCM-1 vie the NAM-232 Fixed � I IDC IAC EIA-495 99 software ,ones AFP-200 .— ■ ■ t�I�- CHIgH t���H7 I - RS-232 i iF� F�17 L_ t[lfC� tt�lt�i r�aL11 4 Notification or ACM-BR ACM/AEM-1GAT Release Circuits RnIav r— Control LED Annunciator _ ph CRT-2 0 u •t phone R1M5 LDM 32 r lines Custom Graphics —► —� PRN Series Printer UDACT 3781duQ wmf EIA-232 interface for CFC, EIA-485 loop for printer, or PC computer. LCD or LED Four standard annunciators. 't Notification or Releasing circuits. Full Alpha -� SLC loop, keyboard for Up to 198 devices menu-driven on a single pair programming. of wires. yu: 5 ampere regulated Slot for power supply. optional module. Voltmeter/ o Option. pti12 AH batteries; 18 AH with BB-17. 80-character backlit Option.. Up to 90 hours standby power. LCD display. Page 2 of 4 -- DN-3"83-12/13/01 AWACSTM Advance Warning Addressable Combustion Ser►sing (U.S. Patent Pending) SMOKE OBSCURATION % per foot 3% - J ALERT ACTION ALARM Warning at panel Shut off power Evacuate building of possible fire to equipment monitored and call fire department by this detector LALERT: A,M SMOKEIPHOTO) PREALM SMOKE(PHOT01 ALARM: 5MOKE(PhOT01 OR 3 EQUIP RACK 5 FLOOR 3 EQUIP RACK 5 FLOOR 3 EQUIP RACK 5 t C 0.22% 1 40% ACTION. 051% 1 40% FIRE DEPT CALLED 2�0 8 P 12125193 D66 11:36 P 11125193 D66 11:59 P 12125193 D66 1% - ; w41% � �• TIME — -------[j ALERT and ACTION levels ar. completely adjustable in the field to suit the cleanliness and :,lability of the environment. ALARM levels are field adjustable to one of three levels within the UL permitted range. A:.'.ION levels latch and may be used to perform control functions. ALERT levels self-restore and may be used to activate a local sounder base before general ALARM evacuation. FIELD PROGRAMMING - 3 WAYS AUTOPROGRAM 1 PLEASE WAIT 1. AUTO-PROGRAM The AFP-200 identifies all devices that are connect- ed, determines the type of device, and loads default values (general alarm) into nonvolatile memory. This is completed in ;ess than 30 seconds. 2 0=CLR 1 =AUTO 2 = POINT 2. ON-LINE EDIT 3 = PASSU•';! n = MESSAGE While still providing fire protection, the AFP-200 pro. 5 =ZONES 6 = SPL ZOIJES gram may be completely edited from the front key 7 = SYS 8 - CHECK pad. Menu trees permit easy change of ar- param- 37BU200Ip0 eter wi,hout referral tc the programming manual. Re- call, increment and edit function speeds entry of al ."' ":,, r' 10 phanumeric labels.New program check routine catch a es common errors. •�+�" 3. OFF-LINE PC: VeriFire-200 (Includes! with VeliiFirs-CD) The complete AFP-200 program may be created in an off-line PC-compatible computer with a Windowsig- . based utility, then leaded intc the AFP-20C EIA-232 a• - --- _...; port. The program may also be oft-loaded to ,i PC at any time. High-speed data transfer com 3letes upload 0i ~' r or download in less than one minute. The PC pro- gram may also be used to access rernote AI P-200 7f. systems over dial-up phone lines,providing detail sta. tus information and history file search/sort. 3. DN 3783• 12113+01 — Page 3 014 AG!:KCY LISTING!; AND APPROVALS FCM-1 Control modu;�. See pap 1 for listing agencies and file numbers. These listings FRM-1 Relay module. and approvals apply to the basic AFP-200 control pansl. In XPS-M Transponder,monitor,five addressable Class B some cases,certain modules may not be listed by certain ap- circuits. proval agencies,or listing may be in process. Consult factory XP5-C Transponder,control/relay,five addressable Class for latest listing states. B circuits. SPECIFICATIONS Iso-X Isolator module. • Primary input power, 120 VAC,50/60 Hz,3.0 Amps. COMPATIBLE DEVICES, EIA-232 Poet • Total Internal 24 VDC Power•5.0 A(tot;I shared power). (see data sheets) ✓ High-ripple regulated power: 1.5 A(suitable for EIA-485 PRN Series: 80-column printer, devices,except ACM-8R);1.0 A maximum stLndby. VS4095/S2: Printer,40 column,24 volts. Mounted in external ✓ Non-resettable power: 500 mA. backbox(order from Keltron, Inc.). ✓ Four-wire smoke detector power: 500 mA. CRT-2: Video ai�ola terminal. ✓ Four built-in notification circuits: y •14AC Circuit 1: 2.25 A. NAM-232: Netw:jrk Interface Module to NOTI•FIRE•NET— •NAC Circuits 2-4: 2.25 A(shared total). wire or fiber models. NOTE: with optional APS-6R Power Supply NACcircuits 38 COMPATIBLE DEVICES, RS-48S Port 4 are expanded to 3.0 A(8.0 A total power). (see data sheets) • Battery charger range: 7 AH- 18 AH • Charge high rate: 29.1 V. Float rate: 27.0 V. ACS Series: Remote Serial Annunc atcr/Control systems. • Relay contact rating: 2.0 A @ 30 VOC. LCD-80: Remote LCD display. • Cabinet dimensions: 16.125"(40.9575 cm)high x 14.5"(36.83 LDM Series: Remote custom graphic driver modules cm)wide x 5.5"(13.97 cm)deep. AGM-8R: Remote relay module.Eight Form-C relays. SYSTEM CAPACITY NIB-96: Network Interlace Board, RPT-485: Series Repeater,isolator and/or fiber-optic modem. • Total programmable input/output paints: 301 • Intelligent detectors: 99 mUDACT: Universal Digital Conwnicator. • Addressable monitor/control modules:99 PRODUCT LINE INFORMATION • Programmable NAC circuits in panel: 4 AFP-200: AFP-200 system. Incudes main PC board with • Programmable software zones: 99 display and keypad, backbox and door(gray), hardware and • Programmable remote relay/annunciator points:99 instruction manual. 120 VAC. • LCD-80 annur-iators per system: 4 AFP-200E: Same as AFP-200,but 230 VAC. • ACS annunciators per system: 10 AFP-20OH: Same as AFP-200,but with red backbox and door. CONTROLS AND INDICATORS AFP-20ORE: Same as AFP-2008,but 230 VAC. AFP-20OC: Same as AFP-200,but ULC approved version. 6 LED Indicators: AC Power;Fire Alarm;Pre-Alarm;Supervi- AFP-20ORC: Same as Al-P•200R,but ULC-approved version. sory/Security;Alarm Silenced;System Trouble. DR..AFP200': Replacement dour,gray. 21 Membrar, Switch Controls: Acknowledge/Step;'�ilpnce; DR-AFPIOOR': Replacement door,red. Evacuate; E/stem Reset; 12-key Alpha pad; 4 cursor keys; Enter. 'Add an"E"to end of part number for 230 VAC labeling. LCD Display: 80 characters(4 x 20)with long-0e LED back- SBB4X: AFP-200 backbox(no door),gray,for replacement only. light. SBB-4XR: AFP 200 backbox(no door),red,for replacement only. CAB-AM: Heavy-duty outc, enclosure. Required for marine COMPATIBLE INTELLIGENT DEVICES agern.yapproved applications. FSI-751 Ion detecic. 4XTM. Plug-in Transmitter Module. Provide:i municipal box FSP-751 Photo detector. and remote station connection. FSP-751T Photo detector with fixed thermal element RTM-8: Plug-in Relay Transmitter Module. Provides eight FST-751 Thermal detector,fixed. Form 0 e ays,plus tra.ismitter, FST-7518 Thermal detector,fixed and rate-of-rise. 4.•MM: AinmeterNoltmeter. red')4XG: Gray Trim Ring for semi-flush mounting(TR ,:!cR for FSH-751 HARSHTM photo detector(requires special base), FSD-751P Duct detector,with housing. DP-AFP200: Full-length dead-front panel(required for Cant. FSD-751 RP Duct detector,with housing and relay. than applications). INTELLIGENT DETECTOR BASES PS-12.70: Battery, 12 volt,7.0 AH, (two required). B710LPBP Standard flanged base,package of ten. PS-12120: Battery, 12 volt, 12 0 AH, (two required). B501BP Sta.,dard flangeless base,package of ten. PS-12180: Battery, volt, 18.0 A (two required). APS-6R: 6.0 A expansion supply(requires BB-l;). NOTE: Remove "BP"suffix for single-pack bases. BB-1'7: Battery box, required for PS-12180, or if APS-6R is B710HD Base for FSH-751 (HARSHT1")only. used. B224RB Relay base. CHG-120: 120 AH battery charger(see separate data sheet); 822481 Isolator base. 25-55 4H utilized by AFP.200. 85018H Sounder base. 411 Series: Digital Alarm Communicator/Transmitter. 8501 BHT Sounder base with temporal sounder. VeriFlre-CD: Programming kit for PC. Includes a CD with a variety of VeriFireTM programs(including VeriFlre-200),cable, COMPATIBLE ADDRESSABLE DEVICES N8G-12LX Addressable pull station,vie!ble LED. and instructions. RCM-AFP200SP: Spanish language kit. Includes software IC, Fr-M-11 Monitor mrdule. manual,ani labels. FMM-10'1 Monitor module,miniature. FDM-1 Monitor module,dual,two independent Claims B ARCHITECTURAL/ circuits. ENGINEERING SPECIFICATIONS FZM-1 Monitor module,two-wire smoke detectors. Specifications are availably on CD-ROM with NOTIFIFR's Page 4 of 4 — DN-3783.12/13/01 5perl•Fire'"software. Contact NOTIFIER for details. January 18,2002 DN-3196•D-120 �J N OT t F f E W LCD-80 and LCD-80TM Liquid Crystal Displays Section:Annunciator Control Systems GENERAL The LCU-80 iq an 80-character,backlit LCD display annunciator r California State Fire forlhe NOTIFIER AIA202n,AFP1010,NFS-640,AFC-600,AFP- U L� Marshal 400,AFP-300,AFP-200,System 5000,and System 500 fire alarm 7120-0020:156 control panels. Up to 32 LCD-80s may be connected onto the two-wire EIA-485 port, The LCD 80 has two basic modes of LISTEDCS100 MEA �C /� EA operation,"Terminal"and"ACS"mode. S635 1 V A The LCD-80TM shares all the featur,3s of the LCD-80,but only F 290.91-E (LCD-80) utilizes"Terminal"mode,where it mimics the panel display, 289.91-E (LCD-80) COMMON FEATURES Approved 104-93-E7-0 04 9Vol. III (LCD-BOTH) (LCD-80,exceof NFS-640) 31177-(11 E(NFS-640) • 80-character 1_iquid Crystal Display(20 characters X 4 lines), backlighted. • Control switches for System Acknowledge,Signaf Silence and sy5lem Reset. 'f,pAiree rvu �,vni�ae uw • Time and date display field. • Enable Key switch and phone jack options. • Can be remotely located up to 6,000 it (1828.6 m)from the L control panel. • Localis p' zo sounder wlthalarm/trouble resound. � r • Flus!-„surface/panel mount option. l •� • Optional RPT-465 rep 3lef increases the distance and num- ber of LCD-80s in a sysiem(see 13PT--48.5 data sheet). • Optional transmission over fiber optics (see RPT-485 data sheet). srA-ua G....1 ■ ■ r. AGS MODE - I naoroR ■ 1_■�,�' When operated in"ACS"mode,the LCD-80 provirt,s a remote L ua 651 or iota)digital display and printer interface for thre System 5000 aiaeu ■ ��"R and System 500. For the AM2020,AFP1010,NFS-640,AFC 600,AFP-400,AFP-300,aiidAFP-200,the LCO-80 provides a [:a reNCE_1 vectore, . lciation capability. Individual devices/zones can he installer-L lined to only display and print at specific locations I REEE1' (EXAMPLE:A maintenance office receives only r.on-alarm point �•� activations. These inputs could be sump pump on,high water, �r�s jc'"r• �--ate• backup AH Ll on,low temperature in freezer,etc.), - - - • Alarm/truuble coon!. LCD-80TAf LCD-80 w/th ABF-1B • Custom"normal"message. • European option: first alarm/last alarm/ala,m count. • Fielri-programmable messages from CRT or PC-compatible TERMINAL MODE computer(PK-LCD-80 ProgramminG Kit required). In"Terminal"mode,the LCD-80 mimics the AM2020,AFP1010, • EIA-485 interface* up!u 32 pE!r sys em. NFS•640,AFC-600,AFP-400,AFP-300 and AFP-200 displays. • Printer output port: R33-232, r,Ornpatible with PRN Series Up to 32 LCD-80s can annunciate and provide remote reset, printers. acknowledge,and silence of the control panel from remote loca- • Field-programmable messages in nonvolatile memory in two tions. The DIA-1010 and DIA-2020(Display Interface)include a options: 128 points,40 character labels: or 256 points, 2C Terminal mode driver port for LCD-80s in Terminal mode. The character lobes. Terminal mode port is standard on the NFS•640,AFC-600,AFP- - Internal nonvclatlle clock for time and date in ACS mode. 400,AFP-300,and AFP-200 main PC/CPU boards. • AM2020,AFP1010,NFS-640,AFC-600,AFP-400,and AFP- • Displays device type identifiers. 300'Wrtored"pdntercapability • Device ar,d zone custom alpha labels. Can be mounted in a System 5000 cabinet module position. • Tirtte/dale and Device address. • May operate in addition to CRT. • No programming necessary. LCD-80 displays time,date,and custom messages received fromAM2020,AFP1010,NFS-640, FC-600,AFP-400,AFP-300,or AFP-200. This document is nut intended to be used for installatiovrrr all specipurposes. We try to keer wr prod- uct information up-to-date and accurate. We cannot cc" fic application! a antici- I�O 900 pate all requirements All specifications are subl•+ct to change without notice. For more Information,contact NOTIFIER. Phone:(203)484.7161 FAX (203)404.711u 1 ..... 'J ROTI FI lege 12 Clintonville"load,Northfnrd,Connecticut 06472 F391111EMPO !MARURMJRl 1 Made In the U.5 A 7N 319P"01'18102 _ Page 1 01 2 The LCD-80 in ACS Mode - LCD-80 is 8.25"(20.96 cm)high,4.375"(11.11 cm)wide,and 1.75"(4.45 cm)deep. EIA-232.4 wires • Up to 32 LCD-80s may be used on one EIA- 50 ft.115.24 m)max. 485 circuit. NOTE: Must have sufficient regulated 24 volt �J Iv- �',:% =' •� ower. Certain NOTIFIER systems may have lim- its to the amount of LCD-80s with ACKISTEP,Sig- t_©� P nal Silence,a,-7d Reset switches. - I.CD-80 mounts with any CHS-4 chassis slot. PRN Printer • The LCD-80 may display all System 5000 cir- cuits. Alternately,it may display up to 192 AIM- -_-._ 200 points and two rows of modules. System 5000 with m panel-mounted LDC-80 6,000 ft.(1826.8 m)maximum total wire length EIA-485 EIA-485 EIAA85 (2 wires) (2 was) (2 wires) 24 VDC 24 VDC 24 VDC (2 wires) --- (2 wires) (2 wires) TO f r7 TO E71 TO C C1 PRN LCD-80 PRN LCD-80 PRN LCD 80 0 PRINTER PRINTER PRINTER r—.I System 5000,System 500,AM2020, _ p AFP1010,NFS-640,AFC-600, AFr3-300/400,AFP-200,or NCA C The LCD-80 or LCD-80TM in Terminal Mode S 6,000 ft.(1828.8 m)maximum wire length ABF-1 Da—The ABF-1 DB is r, rormim l li between each LCD-80 a semi-flush-mount baekbox for EIA 4E5 the NOTIFIER LCD-80 Series (:wirerjAnnunciator. The ABF-1 DB mounts one LCD-BU(TM) It in- ' ==i 24 VDC 72 I-1 C-1 C eludes an attractive smoked T (2 wires)_ y L_iL7 C=1 L_i glass door with NOTIFIER L '7 keylock LCD-80(TM, LCD-80(TM) LCD-80(TM) Dimensions,BOX only: 9.938"(25.24 cm)high, E',A-232 AM2020, Terminal Mode EIA-485 return(2 wires) 4.625"(11.75 cm)wide, Printer Port 1_� AFP1010. 2.5"(6.35 cm)deep. NFS-640, - Up to 32 LCD-80(TM)s may be used in a continuous Dimensions,DOOR only: AFC-600, Each loop(verify sufficient I VDC available). ....�.��.__ AFP-3001400, Each may have ACK/STEP,SIGNAL SILENCE,and 10.713"(27.21 cm)high, or AFP 200 SYSTEM RESET s-Nitches. 6"(15.24 cm)wide, PRN Printer - Displays all analog,addressable points 0.75"(1.9 cm)deep. • No programming required for LCD-80(TM)s. RELATED OPTIONS PK-LCD-80(order VERIFIRE-CD) Off-Line Programming Kit ABF-1B: Annunciator Flush Box,9.938"(25.24 cm)high,4.625' for LCD-80 Allows PC programming messages when LCD-80 (11.75 cm)wide,and 2.5"(6.35 cm)deep. Omer AKS-1 B key is used in the ACS mode. switch and ARI-1 B phone jack if desired. Can also be mounted CCM-1: Converter Module. Required for terminal mode opera- in ABF-2B or ABF-48 annunciator backboxes. tion on olderAM2020s orAFP1010s that do not include the DIA- ABS-1 TB: Deep Surface Backbox(mounts one LCD-80/-80TM). 2.020 or DIA-1010 Display Interfaces. Also required forAM2020 AKS-1B: Key Switch(black)to enable/disable controls when and AFF 1010 systems which require a CRT with keyboard.Uses mounted in ABF or ABS-1 TB. one ICA-41_chassis slot or two CHS-4 chassis slo's. See ACSSenes(DN 524)orONYX'"'ACS Series(D,V-6862)data APJ-1 B: Annunciator Phone Jack,black. Mounts to ABF flush sheets to,,additional information on items below, box orABS 1T8. ABF-1D9 Semi-flush box with alternative smoked-glass door, PRN Series, 80-Column Serial Printer(see PRN data sheet). any keylock. RPT-485W: EIA-485 Wire Repeater. Increases wire distance ADP-4: Annunciator Dress Plate.gray. Allows panel mounting between LCD-80s in ACS mode(see RPT-485 data sheet), Of up to Ijur LCD-80(TM)modules in a CAB-3 Series cabinet. RPT485F. EIA-485 Fiber-Optics Repeat,ir. Increases distance ADPAB. Annunciator Dress Plate,black. Allows panel mountinq and converts EIA-485 wire to fiber-optics in ACS mode(see RPT- of PTof up to four LCD-80(TM)modules in a CAB-4 Series cabinet. 485 data sheet). Page 2 of 2 — DN 3198.01/18102 July 31,2002 ON-6927-F-30 ® FCPS-24S6 and FOPS-2458 JNOTIFIER 6-Alinp and 8-Amp 24-Volt Remote Power Supplies Section:Power Supplies GENERAL The FCPS-24S6(6-amp) and FCPS-24SB (8-amp) are com- pact,cost-effective remote powersupplies with battery charger. The FCPS•24S6/-24SB may be connected to any 12-or 24- volt Fire Alarm Control Panel (FACP) or may be used as a stand-alone supply. Primary applications Include Notification LISTED Appliance(bell)Circuit(NAC)expansion(to support ADA re- 5635 quirements and NAC synchronization) or auxiliary power to support 24-volt system accessories. The FCPS-24S61-2468 provides regulated and filtered 24 VDC power to four notifi- cation appliance circuits configured as either four Class B(Style Y) or Class A (Style Z, with ZNAC-4 option module). Alter- "°"'"`""�'"'°'"""""• nately,the four outputs may be configured as all non-resettable, s 5 all resettable, or two non-resettable and two resellable. The FCPS-24S6/-24SB also contains a battery charger capable of charging up to 18 Au batteries. FEATURES <� • UL-Listed NAC synchronization using System Sensor, Wheelock,or Gentex appliances. • Cascadable for up to tan power supplies with strobe liming maintained. t� s • Operates as a"sync follower"or as a"sync generator"(de �t , • ♦ siX fault). See nate on page 2. • Contains t%vo fully-isolated input/control circuits—triggered from FACP NAC (NAC expander mode) or jurnpered per- ='`• '<°°r°" manently"ON"(stand-alone mode). • Four Class B(Style Y)or four Class A(Style Z,with ZNAC-4 module)NACs £. • 6-amp(FCPS-2456)or 8-amp(FCPS-24S8)full load output, g With 3 amps maximum/circuit,in NAC expander mode(UL 864), F • 4-amp(FCPS-24SB)or 6-amp(FCPS-2458)continuous out- pu!in stand-alone mode(UL 1481). • Compatible with coded Inputs; signals passed through. • Battery charger may be disabled via DIP switch for applica- • Optional power-supervision relay(A77.716B), tions requiring larger batteries. • In stand-alone mode,output power circuits s1 he config- • Fixed,clamp-type terminal blocks accommodate up to 12 ured as: resettable (reset line from FACP ray id), non- AWG (3 25 mm')wire. resettable,or a mlx of two and two. STANDARDS and CODES • Fully regulated and rllered power output—optimal for pow- ering four-wire smoke detec'wrs, annunciators, and other The FCPS-24561-24S8 complies with the following standards system peripherals requiring regulated/filtered power. NFPA 72 National Fire Alarm Code. • Power-limiting technology meE is UL power-limiting require- UL 864 Standard for Controt Units for Fire Alarm Systems ments. (NAC expander mode). • Form-C normally-closed trouble relay. UL 1481 Power Supplies for Fire Alarm Systems (stand- • Fully supervised power supply, battery,and NACs, alone mod..). • Selectable earth fault detection. SPECIFICATIONS • AC trouble report selectable for Immediate or 8-hour delay. Primary(AC)power: • Works with virtually any UL 864 fire alarm control which uli- F;pS 2456/•2458: t20 VAC,60 Hz,3.2 A maximum. Ilzes an industry-standard reverse-polarity notification cir- cuit(including unfiltered and unregulated bell power). Wire size:minimum f114 AWG(2.0 mm')with 600V insulation. • Requires Input trigger voltage of 9.0—32 VDC. Control Input circuit: • Self-contained in compact,locking cabinet—1S"(381 mm) Trigger input voltage: 9 to 32 VAC. high x 14.5"(368.3 mm)wide x 2.75"(69.85 mm)deep. Trigger current: 2.0 mA(16—32 V).Per input: 1.0 mA(9— • Includes Integral battery charger capable of charging up to 18 16 V). AH batteries.Cabinet capable of housing 7.0 AH batteries. Trouble contact rating: 5 amps at 24 VDC NOTIFIERV is an opsiaunn of Ilonr'yWell This document is not intended to be used for installation purposes Wo try to keep our '�O 9001 product information up-to-date and accurate We cannot cover all specific applications or anticipate all requirements. All specifications are subject to change without notice For more Information,contact NOTIFIER, Phone (203)484.7161 FAX (203)484.7118 • QPdOT11=1lRa 12 Clinlonvdle Road,Northford,Connecticut 064721 9tiINFE11N16MANUFACTORINO DN-6927•07/31/02 — Page 1 of Auxtl!ary power output: specific application bower 500 mA SYNC FOLLOWER/GENERATOR NOTE maxrr,im In some installations,it is necessary to synchronize the flash Output :ircults: timing of all strobes in the system for ADA compliance.Strobes • +24 VDC filtered, regulated, accomplish this by monitoring very short timing pulses on the • 3.0 amps maximum for any one circuit. NAC power which are created by the FACP.When installed at • Total continuous current:`or all outputs(stand-alone mode): the end of a NAC wire run, the FCPS-24S6/-24S8 can track for I-CPS-2456:4.0 amps maximum; for FCPS-24S8:6.0 (i.e.,"follow")the strobe synchronization timing pulses on the amps maximum. existing NAC wire run.This maintains the overall system flash • Total short-term current for ail outputs(NAC expander mode): timing of the additional strobes attached to the FCPS. for FCPS-2436:6 0 amps maximum; for FCPS-24S8:8.0 When the FCPS-24S6/-24S8 is configured(via DIP switch set- amps rnaximurn, tings)as a`sync follower,"the FCPS's NAC outputs track the Secondary power(battery) charging circuit: strobe synchronization pulses present at the FCPS's sync in- Supports fead-acid batteries only. put terminal. The pulses originate from 3n upstream FACP or other power ipply. Float-charge voltage:27.6 VDC. When the FCPS-2456/-2458 is configured(via DIP switch set- Maximum charge current: 1.5 amps tings)as a"sync generator,"the FCPS's sync input terminals • Maximum battery capacity: 18 AH. are not used. Rather,the FCPS is the originator of the strobe APPLICATIONS synchronization pulses on the FCPS's NAC outputs. In"sync generator" mode, the sync type (System Sensor, Wheelock, Example 1: Expand notification appliance power an addi- or Gentex)is selectable via DIP switch settings. tional 6 0 amps(FCPS-24S6)or 8.0 amps(FCPS-24S8).Use LIP to four Class B(Style Y)outputs or four Class A(Style Z) PRODUCT LINE INFORMATION outputs (using ZNAC-4). For example, the FACP notification FCPS-24SG 6 0 amp,120 VAC remote charger power sup- appliance circuits will activate the FCPS when reverse-polar- ply. Includes main printed circuit board, transformers, enclo- ity activation occurs. Trouble conditions on the FCPS are sure(15"(381 mm]high x 14.5"(368.3 mm)wide x 2.75"(69.85 sensed by the FACP through the notification appliance circuit. mm)deep), and installation instructions. Example 2: Use the FCPS to expand auxiliary regulated FCPS-24SB:8.0 amp,120 VAC remote charger power sup- 24-volt system power up to 4.0 amps (FCPS-24S6)or up to ply. Includes main printed circuit board, t-ansformars, encio- 6.0 amps (FCPS-2458) Both resettable and non-resettable sure(15"1381 mm)high x 14.5"1368.3 mm]wide.x 2.75"(69.85 power options are available. Resettable outputs are created mm] deep), and installation instructions. by connecting the resettable output from the FACP to one or ZNAC-4: Class A (Style Z) NAC option module. both or the FCPS inputs. Example 3: Use addressable control modules to activate A77-7166: 12!24 VDC end-of-line relay for monitoring four- the FCPS instead of activating it through the FACP notification wire smoke detector power, appliance circuits.This typically allows for mounting the FCPS PS-1270 Battery, 12 volt, 7.0 AH (two required, see PS at greater distances" away from the FACP while expanding Series data shoet DN-1109). system richitecture in various applications. For example, an addressable contro! module is used to acti- vate the FCPS,and an addressable monitor module is used to sense FCPS trouble conditions. Local auxiliary power output from the FCPS provides power to the addressable cjntrel mod- [be OTE.All NAC outputs can ule, converted to We Z wtffi'A.idressable FACP&are capable Style Y NAC or NAC-4 option module. FCP$ of locating control and monitor Door Holder Trouble modules at di,lances of up to Power Style Y NAC Style Y NAC Style Y NAC Contact 10,000/clot(3048 mofers) Output N4 Output 03 Output#2 Output 01 Output AGENCY LISTINGS AND APPROVALS See the first page of this data 24 VDC sheet for listing agencies and file Specific numbers.These listings and ap- Application provals apply to the FCPS-2456 Power and thy FCPS-24S8. In some A\C cases,certain modules or appli- NAC Control cations may not be listed by cer• Power Input 42 fain approval agencies,or listing INPUT/OUTPUT (fmrn FACP) FUNCTIONS may be aprocess. Consult far Are progrnmmoblo by NAC Control tory for latest listing slatua. SW1 DIP switch settings Input 01 (from FACP) II FCPS Sync Input I� 11111b�l*11 ( SIMPLIFIED Battery Charger BLOCK DIAGRAM Page 2 of 3 — DN-6927•07/31/07 a V N N U C C g (3 a tE� a �mq E c D cg s 4 � g Ms U mCN 6 em a t1 11 44 00U f ` I a, O h O n ♦ e9 N N ` 0 N N �Zi I c E5 55 I � Q O ♦v (n � 4 UJ � - M,F ZZ 4CL = e� 000 cc a ZS GMe, `LF V 00 00 lit, I sem=+ B;!� 0941 a a ae a c aon .- een�ae.�M g 0 a DN-6927-OMI/02 — Page of I July 7,2000 ON-1109•E-200 NOT 1 F 1 E W PS Series Batteries FIRE SY-STEMS Section: Power Supplies GENERAL Power-Sonic F'S Series batteries provide secondary power for the whole series of NOTIFIER fire alarm control panels. FEATURES • Provide secondary power for control panels. LISTED • Gelled electrolyte. • Sealed and maintenance-free. MH14328 (S) • Overcharge protected. • Extended shelf life. • Easy handling with leakproof construction. • Ruggedly constructed, high-impact case (ABS, polystyrene, cr pilypropylene oepending on model). • Long service life • Compact design. CAPACITY Battery capacity,expressed in ampere-hours(AH),is the p. juct of a discharge current and the length of time that the current is dis- charged, Batteries are rated according to their performance during 20 hours of discharge at a constant current The rated capacity of a battery is determined by subjecting it to a constant discharge current for 20 hours at 68'F (20•C). After 20 hours the voltage across the terminals is measured.The discharge current which cal_-ses a reading of 1.72 volts per cell (5.16 V on a 6 V battery and 10.32 V on a 12 V battery)is called the rated current. AIS. SEALED RE .HARGEA BLE This current multiplied by 20 is the rated capacity of the battery. r It 111 r E 111 APPLICATIONS P20 6-IMPE s 10:N FIC Model RS-695 6 Voil C 5 AH Use the PS Series batteries to provide backup power for control panels. Select batteries based on current requirements for your °"" s°"i` c° e° •t °" system and the capacity of its charger. These batte;les can be used over a temperature range of-76'F to +140°F (-60°C to +60°0). CONSTRUCTION The sealed construction of the Power-Sonic battery allcws trouble- free, safe operation in any position. There is no need to add elec- trolyte, as gases generated during overcharge are recombined in a unique"Oxygen Cycle." The battery is sealed,leakproof,and main- tenance-free. The case is of high-impact materials with high renis- tang to chemicals and flammability. The PS-695 Battery INSTALLATION All panels have space reserved for batteries. See the appropriate panel installation manual for battery size restrictions. Typical inter- connection diagrams are shown in the literature accompanying each control panel. This document is not intended to be used for Installation purposes We try to keep our product intormabon up-to-date and accurate. we cannot cover all specific applications or O 90 anticipate all requirements All specifications are subject to change without notice For more information,cr ntact NOTIFIER. Phone (103)484-7161 FAX:(203)484-7118 1 J M OTI F1 E R' One Fire-Lite Place,Northford.Connecticut 06472 @YCINFfttM1li i MANIFACTIRINC DN-1 109•07107;00 — Page 1 el:1 HEIGHT 1 BELOW ..................."....,............. .......... TQP VIEW 3.70 t 0.08 inches (94 t 2 mm) O HEIGHT 2 BELOW 3.86 t 0.08 inches - (96 t 2 rnm) rn SEALED RECHARGEABLE_ BATTERY BB-17: Optional Battery Backbox A& 14-1/2"W x 8-1/4" H x 4-3/4" D SIDE 2 (mm: 368.3 W x 209.55 H x 120.65 D) MODEL PS-1270 VIEW For remote mounting of two 12-volt PS-12180 batteries. 12 VOLT 7.0 AMP HOUR 5 94 t 0.04 inches - (151 t 1 mrrl) 2.56 t 0.04 inches -- -�I (65 t 1 mm) I I09d-I III BB-55: Optional Battery Backbox , See CHG-120 data sheet for details. ENGINEERING SPECIFICATIONS 6040On55-4 The fire control panel shall be equipped with secondary power provided by gelled-electrolyte batteries. The batteries shall be maintenance-free and shall be capable of powering the system in a manner and for a length of time determined by the governing regulations and the authority havir g jurisdiction. Nominal Discharge DIMENSIONS Capacity Current Height over Nominal @ @ Width Depth Height terminal Weight Voltage 20 hr.rate 20 hr, rate MODEL V A.H. mA in. mm. In. mm. in. mm. in. mm. lbs. kg. PS-695 6 9.5 475 4.26 108 2.75 70 5.54 141 5.54 141 4.9 2.2 PS-1250 12 5.0 250 3.54 90 2.76 70 4.02 102 4.21 107 4.1 1.9 PS-1270 12 7.0 .325 5.94 151 2.56 65 370 94 3.66 98 5.7 2.6 PS-12120 12 12 600 5.94 151 3.06 96 3.70 94 3.86 98 8.8 4.0 PS-12180~ 12 18 875 7.13 181 2.99 76 6.57 167 6.57 167 12.8 5.8 PS-122.50 12 25 1300 6.89 175 6.54 16fi 4.92 125 4.92 125 18.7 8.5 PS-12550 12 55 3000 10.25 260 6.90 168 8.20 208 945 240 39.7 18.0 PS-121000 12 100 5000 12.00 305 6.60 168 8.20 208 9.4ti 240 65.7 29.8 I10MI ID, Characteristic Discharge Curves120°i6 Effect(of Temperature on Capacity 6.9 13 ^ - 100% _ _. •0.5 C 60 12 •0.1 C ID �0 80% -0.25C d 5 00,13 C 10 - _ ' 0 t75C a sc L' 60% _ •1 C r2sc •2C m 4 5 s 40°/6 - - - - i r 4 G 8 20% 0 1 2 3 5 JC102C 20 30 C 60 2 3 5 10 20 30 0% r+ nunutes ------ hours-----� -20' -10' 0' 10' 20' 30' 40' 50' 60' Discharge Time @ 20'C(68'F) 1'09°rfz 4 Temperature(Degrees C.) Page 2 of 3 - DN-1109•07/07/00 PS-131000 RECHARGEABLE BATTERY: APPLICATIONS AND CHARGING CYCLE APPLICATIONS: Limit initial current to 20A. Charge until battery voltage(under charge)reaches 14.40 to 14.70 volts at 68°F (20°C). Hold at 14.40 to 14.70 volts until current drops to approximately 1000 mA. P.attery is fully charged under these conditions, and charger should either be disconnected or switched to "Boat'voltage. "FLOAT" OR "STAND-BY" SERVICE: Hold battery across constant voltage source or 13.50 to 13.80 volts continu- ously. When held at this voltage,the battery will seek its own current level and maintain itself in a fully charged position. NOTE: Due tr the self-discharge characteristics of this type of battery, it is imperative that the battery be charged after six to nine rn mths of storage, otherwise permanent loss of capacity might result from sulfation. 100% Charging is NOT 90% _ _ _ �_ J necessary unless —� 100° of capacity - / is required. m 80% e 5°C Charging before 70% _ ____ (41 F) use is necessary N to help recover 60% full capacity. x --- o Charge may ry 50/o -. �- --- . _-- _ —_. _ _� fail to restore M 40°C 30°C 20°C I full capacity. -_ 0 4°F) (86T) — (68°F) I DO NOT 40"/0 -- - I let batteries reach this state S 0% 0 2 4 6 8 10 12 14 16 18 20 Standing Period (Months) —► PS-121000 14.0V I --- -1----1---1----i-F__ -r-- Shelf-Life Ambient Temperature 20°C (68°F) and Storage 13.0 V a) 121 a� —rt---- �a 10A 5.OA 10 0 V 2OA- -- - ~ 50A C 0 V - -- - — - PS-121000 � Final —. 100A vintage i Discharge 8.0 V ---- - 200A - -- Characteristics -- -- - -- 1.2 2.4 6 12 24 36 481 2 4 6 8 10 20 40 MINUTES ----- -- -------- HOURS Discharge Time DN-1109-07/07100 — Page 3 of 3 De:cembei 15, 2000 DN-6714•H-200 N OT I F1 Ir RFSI-751 and FSP-751/751T FIRE SYSTEMSLow-Profile Intelligent Plug-in Smoke Detectors with FlashScanO Section: Intelligent/Addressable Devices GENERAL California The NOl IFIER FSP-751 (photo)and FSI-751 (ion)are ana- State Fire u �•r log, addressable, low-profile (height measures only 1.66"/ Marshal „ / 42..164 mm)smoke detectors designed for the a ,fire line of 72..72-0028:206 intelligent systems from NOTIFIER. The FSP-75';T photo CS308 l L) (FSP-751/-751 T) model includes a built-in thermal(heat)detection device. If LISTED 7271-0028:201 either condition (smoke or heat) is detected,the device will S1115 (FSI-751) alarm. MARYLAND <>MMEA The addressability of the FSP-751 and FSI-751 enables the State Mire Marshal control panel to provide firefighters with a pinpoint descrip. 2020 (FSI-751) 277-99 E tion of where the fire is located. The FSP-751 and FSI-751 2013 (FSP-751/-751T) Appr•ived FSP51 T only) are also analog devices. The crirtfol panel is capable of not only knowing the detector's loco,ion but exactly how much smoke is in the chamber of the detector. The detector may be set for different sensitivity settings appropriate to the en- vironment of its loc2tion. Analog devices continually send obscuration values to the con- trol panel. These values may be gathered so as to allow the control panel to determine if a detector has accumulated an excessive amount of dirt or dust. A"maintenance" required1 indication allows the installer to clean the smoke detector be- fore an unwanted false alarm occurs. The FSI-751 Intelligent Ionization Sensor incorporates a unique single-source chamber design to respond quickly and dependably to a broad range of fires. � The FSP-751 Intelligent Photoelectric Sensor's unique opti- FSP-751T with 871OLP base cal sensing chamber is designed with superior signal to noise ratio.The optical chamber is engineered to sense the pres- ence of smoke produced by a wide range of rombustion sources. , — • ,t4 n;' �t. FlashSran@(patent pending)is a new communication pro tocol developed by NOTIFIER Engineering that greatlyen- =i. d � w hances the speed of communication between analog intef -�1 lli- gent devices and certain NOTIFIER systems. Intelligent de- I' vices communicate in a grouped fashion. if one of the de .— h vices within the group has new information,the panel's CPU FSP-751 with RMK400 recessed mounting kit stops the group poll and concentrates on single points. The net effect is response speed greater than five times that of earlier designs. Visible bicolor LEDs blink green every time the detector is addressed,and illuminate steady red on alarm. Flashscan is a registered trademark a1 NOTIFIER. Walk test with address display(an address of 121 will blink FEATURES the detector LED 12-(pause)-1) (F'ashSCan@) systems • Sleek,low-profile design(height only 1.66•'/42.164 mm). only). • Built-in functional test switch activated by external mag- Common base for both photo and ion detectors. net. • Addressable-analog communication. Optional relay, isolator,or sounder bases. • Stable communication technique with noise immunity. Listed to UL 268. • Low standby current. • Rotary 01 to 159 address switches(01 to 99 on tradit anal SPECIFICATIONS systems) Size: 1.66"(42.16 mm)high x 4.1"(104.14 mm)diameter. • Optional remote, single-gang LED accessory(RA400Z) Shipping weight: 3.6 oz. (104 g) • Dual LED design provides 360°viewing angle. Operating temperature: 0•C(0 49'C(32•F to 120•F). This document is not intended to be used for installation purposes. We try to keep our product information up-to-date and accurate We cannot cover all specific applications or ' o 00 anticipate all requirements All specifications are subject to change without notice r°or mo,e information,contact NOTIFIER. Phone.(203)484.7161 FAX (203)484-i;18 173 r� N OTI FI E R• 12 Clintonville Road,Northford,Connecticut 06472 EN9II6111Ni 6 MANUFAcrull 6 DN-6714•12115100 — Pagc ' of 4 UL listed velocity range: ION: 0- 1500 fpm(0- 7.62 m/ PRODUCT LINE INFORMATION sec). PHOTO: 0-4000 fern(0-20.32 m/sec). Model Description Relative humidity: 10%-93%noncondensing• .--SI-751 Low-profile intelligent ionization sensor. Must ELECTRICAL SPECIFICATIONS: be mounted to one of the bases listed below. Voltage range: 15-J2 volts DC peak. FSP-751 Low-profile intelligent photoelectronic sensor. Standby current-ION: 200 pA @ 24 VDC(without com- Must be mounted to one of the bases listed br- munication); 300 pA @ 24 VDC(one communication every low. 5 seconds with LED enabled). FSP-751T Same as FSP-751 but includes a built-in 135°F Standby current- PHOTO: 250 pA @ 24 VDC (without (57°C)fixed-temperature thermal device. communication); 360 pA @ 24 VDC (one communication BASES: every 5 seconds with LED enabled). 871OLPBP Standard U.S. low profile base,pkg.of 10. LED current(max.) 6.5 mA 24 VDC("ON"). B501 BP Standard European flan p gc. ss base, pkg.of 10. Air velocity ratings: FSP-751 8 FSP-751T.• to 4,000 ft./min. B501BFI Sounder base, includes B501 base above. (1219.2 m/min). FSI-751: to 1,500 ft./min.(457.2 m/min.). B501SHT Same as B501BH,but includes temporal sounder. BASES AVAILABLE: B224RB Intelligent relay base. B71OLP: 6.1"(154.94 mrn)diameter. 822481 Intelligent isolator base. Isolates SLC from loop B501: 4.1"(104.14 mm)diameter. shorts B501BH or B501BHT: Sounder base assembly. Includes ACCESSORIES: B501 base. SDG-773 Smoke Detector Gua-d. This guard is mechani- B2.24RB Relay Base: Screw terminals:up to 14 AWG(2.0 cally compatible with both FSI-751 and FSP-751 MM2). Relay type: Form-C. Rating: 2 0 A @ 30 VDC detectors. It is UL-compatibility listed with the resistive; 0.3 A Cru 110 VDC inductive; 1.0 A @ 30 VDC in- FSP-751(file UL S5515). It is NOT UL-compat- ductive. Dimensions: 6 2"(157.48 mm)x 1.2"(30.48 mm). ibility listed with the FSI-751. B524B1 Isolator Base: Dimensions: 6.2" (157.48 mm)x F110 Retrofit replacement flange for BX-501 base. 1.2" (30 48 mm). Maximum: 25 devices between isolator Converts BX-501 base for use with FlashScan bases. detectors. Duct applications: FSP-751 and FSP-751T are Listed for RA4007• Remote LED annunciator. 3 - 32 VDC. Fits use in air ducts. See Duct Application Guide A05-1004 for U.S. single-gang electrical box. details on pendant-mount applications. NOTE: These prod- SMK ,JO Surface mounting kit provides for entry of s11r- ucts are NOT Listed for use inside a duct smoke defector face wiring conduit. For use with 8501 base housing. only. INSTALLATION RMK400 Recessed mounting kit. For use with B5C1 base The FSP-751 and FSI-751 plug-in detectors use a separate only. base to simplify installation, ser.ice, and maintenance. A SMB600 Surface mounting kit for use with B710LP. special tool allows maintenance personnel to plug in and re- M02-04-01 Test magnet move detectors without using a ladder. M02-09-00 Test magnet with telescope stick. Mount base on a box which is at least 1.5"(38.1 mm)deep. XR-2 Detector removal tool. Allows installation and/ Suitable mounting base boxes include: or removal of FlashScan Series detector head • 4" (101.6 mm)square box. from base in high ceiling installations. • 3-112"(88.9 mm)or 4"(101.6 mm)octagonal box. XP-4 Extension pole for XR-2. Comes in three five- Single-gang box (except relay or isolator bFse). foot sections. • With B501BH base, use a 4"(101.6 mm)square box. 'Supported by©71OLP • With B224RB or B224BI base, use a 3-1/2" (88.9 'nm) and 13501 bases only. octagonal box, or a 4" (101.6 mm) octagonal or square box. y �. SMOKE GUARD Cover 16 gauge perforated steel (3/16" 14.7625 mm) dia. t I perforations on 114"(6.35 mm)staggered centers). 51%open. '1 11 �•� ! r' . ' SDG-773 is 3"(76.2 mm)deep by 7"(177.8 mm)wide. OPTIONAL in111iipll Frame: 3/4"x 3/4"(19.05 x 19.05 mm)angle, 14 gauge solid SDG-773 Smoke Guard It steel. 0 905 Cml.................... .......'-"'............................ 0 905 cm1 All guards are supplied with the following: ''- 7"(17.78 cm) i 314- 1) Guards fasten to mounting frame with No. 10/24 x 3/8" (9.525 mm) long Allen-head screws (10124 spanner-head screws and fool option at extra cost). �e o,wain 2) Standard finish: "Cool Tan"baked enamel. :l^ MODFL NO. MOUNTING DIAGRAM (7.62 cm); SDG-773 SDG-773 Smoke Guard 4+67Mym.wr 1 Page 2 of 4 - DN-6714•12/15100 DETECTORS, EXPLODED VIEW —`- "- SENSOR COVER _ \ SENSOR rte--' - COVER COVER J !D _- REMOVAL_TABS r----� - _ COVER SENSOR REMOVAL TABS SCREEN - - SENSOR SCREEN SENSING CHAMBI LI LJ iJ� LI tJ I_J I COVERER SENSING SENSOR CONTACTS CHAMBER SENSING t--- SENSING —'— -� r CHAMBER - CHAMBER B1 UexD1 wml 6I144.P1 wml ,L FSP-751 and FSP-751T Photo A. FSI-751 Ion TEST MAGNET POSITIVNING LED 2 d - L__J a U p2 O PAINTED ' SURFACE '--�' SURFACE\ i Q f LED STATUS ~ TESf TES _"� INDICATORS ` - LED 1 4AGNE0 .MAGNE� MAGNF-T MAGNET TEST MARKER TEST MARKER M N T PAINTED SURFACE SURFACE -- - — PAINTED 61 ImQ 1 wml SURFACE w FSP-751 and FSP-751'T Photo A. FSI-751 Ion DN-6','14-12115/00 — Pagc i of 4 WIRING DIAGRAMS REMOTE ANNUNCIATOR ------------ + — 1 1 i 1 1 1 Listed i Compatible i CONTROL 3 V2 3 2 PANEL � 1 1 1 1 � 1 1 , ----- ----------------•------------------ --- - ----- - ________ OPTIONAL _ -----•------ Ai& FSP-751 and FSP-751 T Photo REMOTE_ ANNUNCIATOR OCAUTIQNf 00 NOT LORA wire under terminals 1 or 2. Break wire run to provide supervision of connections. I I I I ( Control 3 2 3 3 I Panel I iE _ - _- _ •- J +- — - - - - - - - - - - - - - - - - - - - - - - - - ---TYLE_F/7OPTIONAL WIRING AAL FSI-751 Ion Page 4 ol4 — LIN-671,1- 12;15/00 October 9, 201'1 DN-6716•H-210 ®R FST-751 Series NOTIFIER Intelligent Thermal (Heat) Detectors with Flash5can® Section: Intelligent/Addressable Devices GENERAL California The FST-751 Series intelligent thermal detector is used State Fire U ) Marshal <M> with the intelligent NOTIFIER Fire Alarm Systems to mea- sure theimol levels caused by a fire arid report the analog 7270-0028:196 level of the thermal measurernent to the control panel. LiSTED Approved The use of analog information provides significant ben- MARYLAND efits to the end usor, installer, and service personnel in S747 State Fire Marshal /� ways which are riot possible with a conventional type sys- PermMEA it 2011 1 E/�•'�/� tem. Since this detector is addressable, it helps firefighters 278 99-E to more quickly locate a fire in its early stages. �J __ . FlashScanrn.) (U S. Patent 5,539,389) is a new communi- cation protocol develop 3d by NOTIFIER Engineering that CS630 greatly ennances the speed of communication betwEgn analog intelligent devices. Intelligent devices commun' cate in a grou,)-2 fashion. If one of the devices within the group has nt, , infi, oration, the panel's CPU stops the group poll am concentrates on single points. The net \\� effect is respc ise speed greater tha T five times that of earlier designs. �r FEATURES • Sleek, low-profile, stylish design. • State-of-the-art thermistor technology for fast response. • Rate-of-rise model (FST-751 R), 15"F (8.3°C)per minute. • Factory preset at 135•F (58"C) 94-5V plastic flammability rating. • Addressable by device. Remote LED output connection to optional RA40OZ remote • Direct 01 — 159 entry of address (01 — 99 on traditional LED annunciator. systems). Optional sounder, relay, and isolator bases. • Twn-wire loop connection. Optional recessed (RMK4J^) or surface (SMK400) base • Visible LEDs "blink"every time the unit is addressed. mounting kits. • 360`-field viewing angle of the visual alarm indicators(Two APPLICATIONS bicolor LEDs). LEDs blink green in Normal condition and turn on steady red in Alarm. Use thermal detectors for protection of property. • Integral communications and built-in device-type iden- For further information tali NOTIFIER for manual 156-407- tification. 00,Applications Manual for System Smoke Detectors,which • Remote test feature from the panel. provides detailed information on detector spacing,placement, • Built-in functional test switch activated by external mag- zoning, wiring, and special applications. net. CONSTRUCTION • Walk test with address display(an address of 121 will blink These detectors are constructed of EayblendS in an off-white the detector LED 12-(pause)-1), color. • Low standby current. The FST Serieslu • Fisted to UL 521. p g-in intelligent thermal detector is de- signed to commercial standards and offers an attractive ap- • Built-in tamper-resistant feature. pearance Designed for direct-surface or electrical-box mounting. INSTALLATION • Sealed against back pressure. • Plugs into separate base for ease of installation and main- The FST Series plug-in intelligent thermal detector uses a tenance separate base to simplify installation, service, and mainte- • Separate base allows interchange of photoelectric,ioniza- nance. lion and thermal sensors, installation instructions are shipped with each detector. • SEMS screws for wiring of the separate Lase. Mount base (all base types) on box which is at least 1.5" (38.1 mm)deep. Suitable b, .es include: FlashScan(F)is a registered trademark of NOTIFIER. 8ayblend4tb is a registered trademark of Bayer Corporation. This ct inform ti not intended to be used for installation cover We try to keep our IS09001product inlormation up-lo-dale end accurate. We cannot cover a9 specific app)rations or anticipate all requirements All soacifications are subject to change without notice. For more'nformation.contact NOTIFIER. Phone:(203)484-7161 rAX:(203)484-7118 � • Q)N OTI FI E R• 12 Clintonville Road, Northford.Conn;cticut 06472 fifRlNff11NA ft MANAfALT1111IN0 ON-6716• 10/09/01 — Page 1 of 2 • 4" (101.6 mm) square box. Rate-of-rise option: 15"F (8.3"C) per minute. • 3-112" (88.9 mm) or 4" (101.13 mm) octagonal box. Detector spacing: UL approved for 5u ft. (15.24 m) cen- • Single-gang box (except relay or isolal�_,r base). ter to center. FM approved for 25 x 25 ft. (7.62 x 7.62 m) • With B501BH or B501BHT base, use a 4" (101.6 mm) spacing. :.quare box B224RB relay base: Screw terminals: up to 14 AWG(2.00 • With B224RB or B224B1 base, use a 3-1/2"(88.9 mm)or mm'). Relay typc: Form-C. Ratings: 2 A C 30 VDC resis- 4" (101.6 mm) octagonal box, or a 4" (101.6 mm) square tive:0.3 A @ 110 VDC inductive: 1.0 A @ 30 VDC inductive. box. Dimensions: 6.2." (157.48 mm) diamef-r x 1.2" (30.48 NOTES: 1)Because of the inherent supervision provided by the mm) high. See Note 2 (left column). SLC loop,and-of-fine resistors are not required. Wring 7-taps" B224B1 Isolator base: Dimensions: 6.2" (157.48 mm) or branches are permitted for Style 4(Class"B)wiring. 2)When diameter x 1.2" (30.48 mm) high. Maximum; 25 devices using relay or sounder bases, consult data sheet DN-2243 between isolator bases. See Note 2 (left column). (ISO-X) for device limitations between isolator modules and iso- lator bases. PRODUCT LINE INFORMATION OPERATION Model Description Each FST Series uses one of 199 possible ad Jresses FST-751 Intelligent thermal sensor. (99 on traditional systems)on a control panel SLC loop. It FST-751R Intelligent thermal sensor with rate-of-rise fea- responds to regular polls from the control panel and it ture. reports its type and status, including the analog level of its BASES: heat-sensing elements. If it receives a test command from the panel (or a local magnet ;est), it stimulates its B71OLPBP Standard U.S. style ;ow-profile base, package elec!ronics and reports an alarm analog level. It blinks its of ten (10). LEDs when polled and turns the LEDs on when com- 8501BP Standard European flangeless base, pack- marded by the panel (detector blink is optional). The FST age of ten (10). Series offers features and performance that represent the g501BH Sounder base, includ.s B501 base above, latest in thermal detector technology. 24 VDC, 85 dBA internal horn. SPECIFICATIONS B501BHT Same as B501BH but with temporal pattern Size: Diameter installed in B710LP 6.1" (154.94 mm); sounder. Diameter installedin 8501: 4.1 (104.14 mm). Height: 1 66" B224RB Intelligent relay base. (42.16 mm). Weight: 5 oz. (150 gm). 822481 Intelligent isolator base. isolates SLC from loop Operating temperature: -A'F to 100"F (-20"C to 38"C). shorts. Operating humidity range: 10%to 930,16 relative humidity, ACCESSORIES: noncondf:rising Oper^,dng voltage/current range: 15-26 V(Peak DC), 5 RA400Z• Remote LED annunciator. 3 - 32 VDC. Fits mA current for visible LEDs latched on. U.S. single-gang electrical box Detector standby current: 300 pA @ 24 VDC (one com- SMK400 Surface mounting kit provides for entry of sur- munication every 5 seconds with LED blink enabled). For face wiring conduit. Fcr use with B501 base bases B224RB or B224B1: < 700 pA @ 24 VDC (includes only defector) RMK400 Recessed mounting kit. For use with 8501 Sensor: electronic, dual thermistors. base only. Fixed temperature setpoint: 135"F (57•C) M02-04-00 Test magnet. 'Supported by 8501 and B71OLP base only WIRING DIAGRAM ARCMIT/CTURAL& ENGINEERING REMO7E ANNUNCIATOR SPECIFKATIONS r Specifications are available on these and all NOTIFIER + I�—\— products. Please contact NOTIFIER. + - - ---- I f I , _ I Control 3 3 3 Panel _ I } _ _ _ _ _ _ _ ST%4Z¢l7_OPZIQNAi,WIRINr Page 2 of 2 — CN-6716•10/09/01 rr� October 2,2001 DN-6724•H-230 ® FCM and FRM Series �J NOTIFIER Control and Relay Modules with FlashScan@ Section: Intelligent/Addressable Devices GENERAL - California FCM-1 Control Module — The FCM-1 Addressable U� State Fire Control Module provides NOTIFIER intelligent control pan- �. Y Marshal els a circuit for Notification Appliances(horns,strobes,speak- i'' 7300-0028:202 ers, etc.) or to monitor a telephone circuit. Addressability LISTED CS669 allows the FCM to L' activated, either manually or through panel programming, on a select(zone or area of coverage) 3705 M basis. MARYLAND FRM-1 Relay Module—The FRI`0-1 Addressable Re- MEA State Fire Marshal lay Module provides the system with a dry-contact output for 457-99-E Permit#2020 Approved activating a variety of auxiliary devices,such as fans,damp- ers, control equipment, etc. Addressability allows the dry :ontact to be activated, either manually or through panel EL programming, on a select basis. FlashScan®(U.S. Patent 5,539,389)is a new communi- cation protocol developed by NOTIFIER Engineering that greatly enhances the speed of communication between ana- — --- log intelligent devices. Intelligent devices communicate in a {� _ grouped fashion. If one of the devices within the group has 9 " Q n new information, the panel CPU stops the group poll and 5678910 concentrates on single points. The net effect is response ® 8 3( 12 1 speed greater than five times that of other designs - - 2 13 ® 7 TENS 0 1514 2 FEATURES 6 5678 g Built-in type identification automatically identifies these ® 4((/N�1 8 3 devices to the control panel 21 4 • Internal circuitry and relay powered directly by two-wire SLC at Es loop. The FCM module requires power(for horns,strobes, LOOP ADDRESS etc.), audio(for speakers),or a telephone riser(for hand- rl O sets). Internal relay feature available on FlashScanw-t)sys- tems only. v `/ • Integral LED"blinks"green each time a communication is received from the control panel and turns on in steady red FCM-1 Module when activated. (See wiring diagram Fig. 5 for FRM-1) • LED blink may be deselected globally(affects all devices) CONSTRUCTION • High noise irriniunity(EMF/RFI). The face plate is made of off-white Nory1@. • The FCM may be used to switch 24-volt NAC power, au- Controls include two rotary switches for direct-dial entry of dio (up to 70.7 Valls)or telephone. address (01-159) Wide viewing angle of LED. The FCM is configured for a single Class B (Style Y) or • SEMS screws with clamping plates for wiring ease. Class A(Style Z)Notification Appliance Circuit. • Direct-dial entry of address 01–159 for FlashScan®,01 -- The FRM provides two Form-C dry contacts that switch 99 on traditional systems. together. • Speaker, audible/visual, and telephone applications may OPERATION be. wired for Class B or A(Style Y or Z). Each FCM or FRM uses one of 159 possible module ad- APPLICATIONS dresses on a SLC loop. It responds to regular polls from the The FCM is used to switch 211 VDC audible/visual power, control panel and reports its type and status, including the high-ievel audio (speakers), or control telephone devicesopen/normal/short status of its Notification Appliance Circjit The FRM may be programmed to operate dry contacts for (NAC). The LED blinks with each poll received. On com- door holders, Air Handling Unit shutdown etc., and to reset Flaf•hScan®is a registered trademark of NOTIFIER. four-wire smoke detector power. l,!cryl®is a registered trademark of GE Plastics, a subsidiary of General Electric Company. This document is not intended to beu3ed for installation purposes. We try keep our I�O ��0� product Information up-tuifate and accurate, We cannel cover all specific applications or anticipate all requirements All specifications are aubject to change without nnlice. For more information,contact NOTIFIER, Phone (203)484-7161 FAX (203)484.7118 C"1 M 0T11"1 E R• 12 Clintonville Road,Northford,Connecticut 06479 fNC114�EtIftC 6 MAHUfAL11111tR DN-6724• 10/02/01 — Page 1 of 4 mand, it activates its internal relay. The FCM supervises RELAY CONTACT RATINGS Class B (Style Y)or Class A(Style Z) notification or control circuits. for both FCM and FAM models Upon code command from the panel, the FCM will discon- Load Description Application Matdmum Current nect the supervision and connect the external power supply Voltage Rating in the proper polarity across the load device. The discon- Resistive Non-Coded 30 VDC 3.0 A nection of the supervision provides a positive indication to Resistive Coded 30 VDC 2.0 A the panel that the control relay actually tumed ON The ex- ternal power supply is always relay isolated from the com- Resistive Non-Coded 110 VDC 0.9 A munication loop so that a trouble condition on the external Resistive_ Non-Coded 125 VAC 0.9 A power supply will never interfere with the rest of the system. Inductive (UR= 5 ms) Coded 30 VDC 0.5 A Rotary switches set a unique address for each module. The Inductive (UR 2 ms) Coded 30 VDC 1.0 A address may be set before or after mounting. The built-in — TYPE CODE (not settable) will Identify the module to the 1 Inductive (PF =0.35) 1 Non-Coded 1125 VAC 0.5 A control panel,so as to differentiate between a module and aPRODUCT LINE INFORMATION _4�st. sensor address. FCM-1 Intelligent Addressable Control Module. SPECIFICATIONS for FCM FCM-1 Intelligent Addressable Relay Module. Normal operating voltage: 15 to 32 VDC. A2143-20 Capacitor,required for Class A(Style Z)opera- Maximum current draw: 5.1 mA (LED on). tion of speakers. Average operating current: 390 pA (LED flashing). SM8500 Optional Surface-Mount Backbox. External supply voltage (between Terminals T3 and T4): C8500 Control Module Barrier – required by UL for maximurn 80 volts (RMS or DC). separating power-limited and non-power limited Drain on external supply: 2 mA maximum (using internal wiring in the same Junction box as FCM-1. EOL relay) EOL resistance: 47K ohms. Temperature range: 32"F to 120"F (0"C to 49"C). Humidity range- 10% to 93% non-condensing. Dimensions: 4.5"(114.3 mm)high x 4"(101.6 mm)wide x 1.25"(31.75 mm)deep. Mounts to a 4" (101.6 mm)square x 2 125' (53.975 mm)deep box,. SPECIFICATIONS for FRM e� Normal operating voltage: 15 to 32 VDC. Maximum current draw: 5.1 mA (LED on). Average operating current: 270 pA (LED flashing). \ EOL resistance: not used. Temperature range: 32"F to 120'F (0"C to 49"C). Humidity range: 10% to 93% non-condensing. Dimensions: 4.5"(114.3 mm)high x 4" (101.6 mm)wide x e 1.25'(31.75 mm)deep Mounts to a 4" (101.6 mm)square x 2.125' (53.975 mm)deep box. 0 CB500—_♦ MOUNTINGS' DIAGRAMS • i Note C8500 Module Barrier, 0� q � which creates isolated quadrant. • • ISOLATED \\ m 0� QUADRANT Page 2 of 4 — DN-6724•10/02101 ---- —- ----- ----- - -- 1 The Face Plate - WIRING DIAGRAMS The following wiring diagrams are provided: 1) FCM-1: Typicai notification appliance circuit configuration, NFPA Style Y. 2) FCM-1: Typical fault-tolerant notification appliance circuit con- figuration, NFPA Style Z. ' 3) FCM-1: Typical wiring for speaker supervision and switching, -- NFPA Style Y. 4) FCM-1: Typical fault-tolerant wiring for speaker supervision and switching, NFPA Style Z. t.,WTION 5) FRM-1: Relay module wiring diagram. DE•ENERG17E UNIT PRIOR TO SERVICING Fig. 1 FCM-1: Typical notification appliance circuit configuration, NFPA Style Y. • Connect modules to Listed compatible NOTIFIER control panels only. • All wiring shown is supervised and power limited Communication Line 32 VDC max. • Module polarities are shown in alarm. ��_� Refer to panel documentation for TO Next �,-� type of cable required. Device J""" (_) 4 FROM Panel CONTROL +)J Devor ice MODULE 24 VDC Circuit J 47K EOL DO NOT LOOP wire % Resistor 19 0 - on terminals 3&4. ELR-47K 6 � 1 - - Break wire to provide _ + supervision of connections. — /[ s 4 (� 24 V Loo OME! POWE DC R a__r_�ooaEso V O O SUPPLY (+) +) — II---- Power Supply: Isolated,regulated, UL listed power-limited FOL Relay TO NEXF control module or EOL Relay. Shown ONE RELAY REQUIRED for each circuit. per NFPA 70. energized Some control panels have the RELAY BUILT IN L i*ted for fire protection 24 VDC coil —_4 and do not require external wiring. with battery backup. g A77-7168 Refer to the NOTIFIER manual. >r Fig. 2 FCM-1: Typical fault-tolerant notification appliance circuit configuration, NFPA Style Z. • Connect modules to Listed compatible NOTIFIER control panels only. • All wiring shown is supervised and power limited. Communication Line 32 VDC max. • Module polarities are shown in alarm. _) Refer to panel documentation for TO Next (+) type of cable required. (_) FROM Panel e Devic (+), or Previous EOL Resistor CONTROL Device Is internal at �' MODULE 24 VDC Circuit terminals 6&9 f DO NOT LOOP wire 9 O 0 - � on terminals 3$ (_ Break wire to provide • 6 (a1 supervision of connections. (-� H - - 7 TEws 2 _ (_) -- 6 e 3 (+ 24 VDC 5 DwEs 4 POWER 00► ADDRE99 n O 0 fir, SUPPLY (+) (1) v—�-----Q- Power Suoply: i Isolater.,regulated, UL listed power-limited EOL Relay TO NEXT control module or EOL Relay. shown ONE RELAY REQUIR-YD for each circuit per NFPA 70. Listed for fire protection energized • Some control panels have the RELAY BUILT IN • 24 VDC coil —, and do riot require external wiring. -- with battery backup. A77-716B Refer to the NOTIFIER manual. DN-6724• 10/021D1 — Page 3 of 4 Fig. 3 FCM-1: Typical wiring for speaker supervision and switching, NFPA Style Y. • Connect modules to Listed compatible Refer to panel documentation NOTIFIER control panels only. TO Nextmunication Line for type of cable required. • All wiring shown is supervised. Device 4-11) 32.VDC max. (_ FROM Panel • Wires must be supervised per NFPA. CONTROL orPDev/eevious • Module polarities are shown in alarm. MODULE C`. Audio Circuit --� V DO NOT LOOP wire / on terminals 3 8 4. 47K EOL 19 0 / i/ Resistor 9 � 1 - Break wire to ensure ELRstor (-) (-) - E,,, 2 - (+ supervision of connections. 7 l 60 3 + AUDIO AMPLIFIER 70.7 VRMs max. O O O Use only models AA-30, AA-100,or AA-120. Amplifier must provide TO Next wiring supervision per NFPA. Speaker Switching Circuit: NFPA STYLE W Ccntrol Module SUPERr7SION Speakers must be listed for fire protection Last module must return Refer to the Relay Contact Rating table for maximum load wires for supervision — 5724-3.,,,r Fig. 4 FCM-1: Typical fault-tolerant wiring for.peaker supervision and switching, NFPA Style Z. • Connect modules to Listed compatible NOTIFIER control panels only. • All wiring shown is supervised. Refer to panel documentation • Wires must be supervised per NFPA. lCommunication Line to type of cable required. TO NextOG 3;:VDC max. _ • Module polarities are shown in alarm. Device \ FROM Panel(+) or Previous CONTROL Device EOL Resistor i internal at terminals 8f,9. MODULE C� Bypass Cr pacitors .2143.20, 100 of, v Audio Circuit 16 V,non-polarized,<10 pA leakage, -- DO N07'LOOP wire — = g © 0;- on terminals 3 8 4. 6 1 Break wire to ensure (+) supervision of connections. 7 26 4 i+ AUDIO AMPLIFIER J9QP drsa^RIESS 70.7 VRMs Max. Use oily models AA-30, AA-100,or AA-120. _CT_ Amplifier must provide TO Next [_�nng supervision per NFPA_ Speaker Switching Circuit: NFPA STYLE X Control Module SUPERVISION Speakers must be listed for fire piotertion. Lest module must return Refer to the Relay Contact Rating table fur maximum load. wires for supervision. — e774w,,4 wm, NOTES regarding AUDIO AMPLIFIER in Figures 3 & 4 above. 1) Audio circuit wiring must be twisted-pair as a minimum. See NOTIFIER!nsiallation manual for detailed information. 1) When a 70.7 V audio amplifier is used,terminals 1 and 2 are power-limited,while terminals 3 through 9 are non-powerlimited. In this case,the CB500 barrier is required Otherwise,all terminal wiring is power-limited The C8500 includes a label indicating which terminals are non-power-limited. This label MUST BE PLACED adjacent to the nameplate label,which is on the module housing. TO Next r r r r 4 FROM Pan el(4) or PreviousDevice -� Device RELAY �D— I Communication Line MODULE _ i 32 VDC maximum. —_U �> �7 Refer to panel documentation J " for type of cable required. RELAY COMMON 2 � 9—� 0 -7 NORMALLY CLOSED 2 e� 1 ' Fig. 5 NORMALLY OPEN 2 Q 7-� 2 0 — RELAY COMMON 1 6— 3 ,111 FRM-1: Relay module NORMALLY CLOSED 1 5 4 NORMALLY OPEN 1 wiring diagram. • Connect module to Listed LOOP AWREss compatible NOTIFIER control D panels only. Module does NOT supervise controlled circuits. Page 4 of 4 - ON-6724•10/02/01 March 23,2001 ON-6726 •H-240 N EIG-12LX (�J NOTIFIER Addressable Manual Pull Station with F(ashScan® Section'. IntelligenUAddressable Devices GENERAL PATENTED, U.S. PATENT NO. D428,351 The NOTIFIER NBG-12LX is a state-of-the-art, dual-ac- OTHER U.S. PATENTS PENDING tion (i.e., requires two motions to activate the station) pull station that includes an addressable interface for any �; California NOTIFIER intelligent control panel. Because the NBG- \ State Fire J:;, 12l_X is addressable, the control psr,dl can display the L' �, US Marshal exact location of the activated manual station. This leads 7150-0028:199 fire personnel quickly to the location of the alarm. LISTED FEATURES 5692 • Maintenance personnel can open station without causing F an alarm condition. • Built-in bicolor LED,which is visible through the handle of Approved the station,flashes in normal operation and latches steady red when in alarm. • Handle latches in down position and the word "ACTI- VATED"appears to clearly indicate the station has been t operated. • Captive screw terminals wire-ready for easy connection to SLC loop (ar:cepts up to 12 AWG/3.25 mm'wire). • Semi-flush, muunts to a standard single-gang (2.125" [5.3975 cm]minimum depth), double-gang, or 4" (10.16 cm) square electrical box. • Smooth dual-action design. • Within ADA 5 Ib. pull force. * A • Highly visible. • Attractive shape and textured finish. • Key reset. • Includes Braille text on station handle. • Optional trim ring (BG-TR) • Meets UL 38, Standard for Manually Actuated Signaling ; Boxes. • Up to 99 NBG-12LX stations per loop on classic protocol systems. ) • Up to 159 NBG-12LX stations per loop on FlashScanU • protocol systems. • Dual-color I-ED blinks green to indicate normal on FlashScanliD systems. CONSTRUCTION The NBG-12LX Shell, door, and handle are molded of durable LEXAN® Addressable Manual Pull Station (of polycarbonate equivalent)with a textured finish. OPERATION Pushing in, then pulling down on the handle causes it to Each manual station, on command from the control panel, latch in the down/activated position. Once latched, the sends data to the panel representing the state of the manual word"ACTIVATED"(in bright yellow)appears at the top of switch. Two rotary decimal switches allow address set- the handle, while a portion of the handle protrudes from tings (1.159 on FlashScanO systems, 1-99 on CLIP sys- the bottom of the station. To reset the station, sl nply tems). unlock the station with the key and pull the door open. FlashScan®is a registered trademark of NOTIFIER. LEXANS This action resets the handle, closing the door automati- is a registered trademark of GE Plastics a subsidiary of General Cally resets the switch. Electric Company This document is not Intended to be used for installation purposes We try to keep our I�0 ��0� product information up-lo-dale and accurate, We cannot cover all specific applications or anticipate all requirements All specifications are subject to change without notice. For more information,contact NOTIFIER. Phone(203)464.7161 FAX (203)484.7118 (N UTI FI E IZ• 12 Clintonville Road,Northfurd,Connecticut 06472 MINIM%6 MANVACTIRINC DN-6726•03123/01 — Page 1 of 2 PRODUCT LINE INFORMATION ELECTRICAL SPECIFICATIONS Model Description Normal operating voltage: 24 VDC, NBG-12LX Dual-action addressable pull station. Maximum SL.0 loop voltage: 28.0 VDC. Includes key locking feature. Maximum SLC loop current: 375 pA, S13-10 Surface backbOX. ,ARCHITECTURAL/ BG-TR Optional trim ring. ENGINEERING SPECIFICATIONS INSTALLATION Manual Fire Alarm Stations shall be non-coded, with a The NBG•12LX will mount semi-flush into a single-gang, key-operated reset lock in order that they may be tested, double-gang, or standard 4" (10.16 cm) square electrical and so designed that after actual Emergency Operation, outlet box, or will surface mount to the Model SB-10 sur- they cannot be restored to normal except by use of a key. face backbox. If the NBG-121-X is being semi-flush An operated station shall automatically condition itself so mounted,then the optional trim ring(BG-TR)may be used. as to be visually detected as activated. Manual stations The BG-TR is usually needed for serni-flush mounting with shall be constructed of red-colored LEXANe (or polycar- 4" (10.16 cm) or double-gang boxes (not with single-yang bonate equivalent) with clearly visible operating instruc- boxes). tions provided on the cover. The word FIRE shalt appear on the front of the stations in white letters, 1.00 inches (25.4 mm)or larger. Stations shall be suitable for surface _ mounting on matching backbox SB-10;or semi-flush mount- ing on a standard single-gang, double-gang, or 4" (10.16 cm)square electrical box, and shall be installed within the �o C-) o limits defined by the Americans with Disabilities Act(ADA) or per national/local requirements. Manual Stations shall li .1 2 3 .4 be Underwriters Laboratories listed. Manual stations shall connect with two wires to one of the control panel SLC loops. The manual station shall, on 1 1 I Terminal command from the control panel, send data to the panel Connections representing the state of the manual switch. Manual sta- 1 SLC (—) tions shall provide address setting by use of rotary decimal switches. 2 SLC (+) Thp loop poll I_F_D shall be clearly visible through the front of the station. The LED shall flash while in the normal CD J'� -� condition, and stay steadily illuminated when in alarm. 0 � 0 Detail of BREAKAWAY TAB' Back of station without door. 14 t5 0 t i, 0 t tz la n 4 � 10 9 0J--, 7 O �Ma Me^..t'>! LED Won JjUq �_. RY DECIMAL SWIHES OTARTC 'Remove tab to select addresses i above 99 (FlashScanO system- only). 1 Jit y Ac?V r – ui — C(- _J Cover open to show easy access to miniature monitor module, rotary switch, and UL lsbel. "age 2 of 2 -- DN-6726•03/23/01 September 12,2001 ON-6720•H-220 [::NOTIFIER FM , FZM, and FD►M Series SR NIt Monitor Modules with FlashScan® Section, Intelligent/Addressable Devices GENERAL --- California 1 / State Fire Four different monitor modules are available for NOTIFIER in UL ULC I ? w; Marshal telligent controls to suit a variety of applications. Monitor \ 7300-0028:202 modules are used to supervise a circuit of dry-contact input CS669 •- devices, such as conventional heat detectors and pull sta- LISTED tions, or monitor and power a circuit of two-wire smoke de- 5635 MARYLAND tectors (FZM-1). State Fire Marshal MEA FMMA — is a standard-sized module(typically mounts to M Permit# 2020 143-01-E (FOM-1) a 4"[101.6 mm)squa a box) that supervises eithar a Class ( P FOM-1)(except 457-99-E (FMM 1, A (Style D) or Class B (Style B) circuit of dry-contact input Approved FMM-101, FZM-1) devices. FMM-101 — is a miniature monitor module (a mere 1.3" (33.02 mm) H x 2.75" (69.85 mm)W x 0.5" 1,12 70 min) D) used to supervise a Class B (Style B) circuit. Its compactJ12 0 design allows the FMM-101 to often be mounted in a single- O gang box behind the device it's monitoring. FZMA — is a standard-sized module used to monitor andsupervise compatible two-wire, 24 volt, smoke detectors on6 t°y100 �^� a Class A(Style D)or Class B (Style B) circuit. 4�" 1 r FMMFDM"1 —is a standard-sized dual monitor module used to ,N.1° 151e� 2 ® andmonitor and supervise two independent two-wire initiating ,5 6 9 3 FZM-1 device circuits(IDCs)at two separate,consecutive addresse (�in intelligent,two-wire systems. �` 4 NES° FlashScarl®(U.S Patent 5,539.389)is a new communi noDRr.55 cation protocol developed by NOTIFIER Engineering that —� greatly enhances the speed of communication between ana- log intelligent devices Intelligent devices communicate in a grouped fashion. If one of the devices within the group has new information, the panel CPU stops the group poll and concentrates on single points. The net effect is response _ J speed greater than live times that of other designs. FlashScaO)is a registered tradernark of NOTIFIER. 9 5°®91° 0 FMM-1 MONITOR MODULE detail of FDM-1 8 �1t, 1 • Built-in type identification automatically identifies this de —note 'ones" ® 7 TENS o 151' 2 vice as a monitor module to the control panel, addresses are °° 3 s • Powered directly by two wire SLC loop. No additional U 2, 4, 6, 8 only 6 4� power required. 5 2 4 • High noise(EMFIRFI)immunity. oNEs° - • SEMS screws with clamping plates for ease of wiring. LOOP ACDRFSS • Direct-dial entry of address 01 _ 159 (01 - 99 on tradi- tional systems). • I-ED flashes green CIL ring norms I operr,ticn (this is a pro- FMM 1 Applications— Use monitor a zone of four- grammable option) and latches cm steady red to indicate wire smoke detectors, manual fire alarm pull stations, alarm. watetilow devices,or other normally-open dry-contact alarm The FMM-1 Monitor Module is intEnded for use in intelli- activation devices May also be used to monitor normally- gent,two-wire systems,where the individual add,ess of each open supervisory devices with special supervisory Indica- gent, is selected using the built-in rotary s,,vitches. It pro- tion at the control panel Monitored circuit may be wired as vides either a two-wire or four-wire fault-tolerant Initialing an NFPA Style 8 (Class 8) or Style D (Class Al Initiating Device Circuit(IDC)for normally-open-contact fire alarm and Device Circuit. A 47K ohm End-of-Line Resistor(provided) supervisory device:;. The module has a panel-controlled LED terminates the Style B circuit. No resistor is required for SLI indicator. The Fi.1M-1 can be used to replace MMX-1 mod- 2,500 rvisioI762the Style (20 Din ircuit M imurr, IDC loop length it ules in existing systems This document is riot intended to be used for installation purposes. We try to keep our o �0�� product information up-to-date and accurate. We cannot cover all specific applications or anticipate all requirements. All specifications are subject to change without notice For more information,contact NOTIFIER. Phone (203)484.7161 FAX (203)4847110 EIYOIN[E91Ni 6 MANOFAClTl11f� (1 J1 IM OTI PI E ritit 12 Clintonville Road,Northford,Connecticut 06472 DN-6720• 09/12)01 — Page 1 of 6 FMM4 Operation--- Each FMM-1 uses one of 159 avail- and the status (open/normal/shurt) of its Initiating Device able module addresses on an SLC loop. It responds to regu- Circuit (IDC). lar polls from the control panel and reports its typo and the FMM-101 Specifications status(open/normal/short)of its Initiating Device Circuit(IDC). A flashing LED indicates that the module is in communica- Nominal operating voltage: 15 to 32 VDC, tion with the control panel. The LED latches steady on alarm Maximum operating current: 375 VA. (subject to current limitations on the loop). EOL resistance: 47K ohms. FMM-1 Specifications Temperature range: 32"F to 120'F (G°C to 49•C). Nominal operating voltage: 15 to 32 VD:' Humidity range: 1096 to 93% noncondensing. Maximum current draw: 5.1 mA(LED on). Dimensions: 1.3"(33.02 mm)nigh x 2.75"(69.85 mm)wide Maximum operating current: 375 pA (LED flashing). x 0.5" (12.70 mm)deep. FOL resistance: 47K ohms. Wire length: 6" (152.4 mm) minimum. Temperature range- 32•F to 120•F (o"C to 49°c). FZM-1 INTERFACE MODULE Humidity range: 1.0% to 93% noncondensing. • Supports compatible two-wire smoke detectors. Dimensions: 4.5' (114.3 mm)high x 4" (101.6 min)wide x Supervises IDC wiring and connection of external power 1.25"(31.75 mm'.deep. Mounts to a 4"(101.6 mm)square source. x 2.125" (53.975 mm)deep box. High noise(EMF/RFI)immunity. FMM-101 MINI MONITOR MODULE SEMS screws with clarnp'ng plates for ease of wiring • Built-in type identiiicalion automatically identifies this de. Direct-dial entry of address (01-159). vice as a monitor module to the AFC-600. LED flashes during normal operation (this is a program- Powered directly by two-wire FACP. No additional power mable option). required. LED latches steady to indicate alarm on command from • High noise(EMFIRFI)immunity, control panel. • Tinned, stripped leads for ease of wiring. The FZM-1 Interlace Module is intended for use in intelli- gent, addressable syatems, where the individual address of • Direct-dial entry of address (01-1�9). each module is sele.-ted using built-in rotary switches. This ---------- ---- module allows intelligent panels to interface and monitor two- 1415 0 1 ADDRES 0 1 wire conventional smoke detectors. It transmits the status 13 2 2 (normal,open,or alarm)of one full zone of conventional de- 12 3 - 3 tectors back to the control panel. All two-wire detectors be- 1l 4 10 51 U 4 Ing monitorer+must be JL compatible with the module. The 5 FZM-1 has a panel-controlled LED indicator and can be used 9 e 7 6 _ 9 B 7 9 TENS ONES to replace MMX-2 modules in existing systems. — FZM-1 Applications --- Use the.. FZM-1 to monitor a `-- ----� — - zone of two-wire smoke detectors. The monitored circuit may be wired as an NFPA Style B (Class B)or Style D (Class A) 3 Initiating Device Circuit. A 3.9 K ohm End-of-Line Resistor O u; q Y (provided)terminates the end of the Style B or D(class B or O �j I A)circuit(maximum IDC loop resistance is 25 ohms). Install + cq ELR across terminals 8 and 9 for Sty!e D application. FZM-1 Operation— Each FZM-1 uses one of 159 avail- able module addresses on an SLC loop. It responds to regu- lar polls from the control panel and reports its type and the L� status(open/normal/short)of its Initiating Device Circuit(IDC). A flashing LED indicates that the module is in communica- The FMM-101 Mini Monitor Module .an be installed in a tion with the control panel. The LED latches steady on alarm single-gang junction directly behind the monitored unit. Its (subject to current limitations on the loop). small size and light weight allow it to be installed without rigid FZM-1 Specifications mounting. The FMM-101 is intended for use in intelligent, two-wire systems where the individual address of each mod- Nominal operating voltage: 15 to 32 VDC. ule is selected using rotary switches It provides a two-wire Maximum current draw: 5.1 mA (LED on). initiating device circuit for normally-open-contact fire alarn' Maximum operating current: 255 uA (LED flashing), and security devices. The FMM-101 can be used to replace MMX-101 module in existing systems. EOL resistance: 3.9K ohms. FMM-101 Applications— Use to monitor a single de- External supply %oltage (between Terminals T3 and T4): vice or a zone of four-wire smoke detectors, manual fire DC voltage: 18 1.)28 volts power limited. Ripple voltage: alarm pull stations,waterflow devices,or other normally-open 0.1 Vohs maximum. Current: 90 mA per module maximum. dry-contact devices. May GIso be used to monitor normally- Temperature range: 32•F to 120"F (0"C to 49•C). open supervisory devices with special supervisory indication Humidity range: 10%to 93% noncondensinn. at the control panel. Monitored circuit/device is wired as an Dimensions: 4.5" (114.3 mm)high x 4" (101.6 mm)wide x NEPA Style B(Class B) Initial;1g Device Circuit. K ohm 1 25"(31.75 mm)dsep. Mounts to a 4"(101.6 mm) square End-of-Line Resistor (prov',ded) terminates the cirr cuiuit. x 2,125" (53.975 min)deep box. FMM-101 Operation — Each FMM-101 uses one of 159 available module addresses on an SLC loop. It responds to regular polls from thcontrol panel and reports its ty�, e Page_2 of 6 -- nN-6720-0911 2101 EDM-1 DUAL MONITOR MODULE INSTALLATION The FDM-1 Dual Monitor Module is intended for use in in- FMM-1,FDM-1, and FZM-1 modules mount directly to a stan- telligent,two-wire systems. It provides two independent two- dard 4"(101 6 mm)square,2.125"(53.975 mm)deep, electri- wire initiating device circuits(IDCs)at two separate,consecu- cal bo- They may also be mounted to the SMB500 surface- tive addresses. It is capable of monitoring normally open mount box. Mounting hardware and installation instructions are contact fire alarm and supervisory devices;or either normally provided with each module. All wiring must conform to appl open or normally closed security devices. The module has a cable local codes, ordinai ices, and regulations. These mod' single panel-controlled LED. NOTE: The FDM-1 provides ule^ are intended for power-limited wiring only. two Class B (Style Y) IDC circuits ONLY. Class A (Style Z) The FMM-101 module is intended to be wired and mounted IDC circuits are NOT supported in any application. without rigid connections inside a standard electrical box. All FDM-1 Specifications wiring must conform to applicable local codes, ordinances, Normal operating voltage range: 15 to 32 VDC. and regulations. Maximum current draw: 5.7 mA.(LED on). PRODUCT LINE INFORMATION Maximum operating current: 750 pA (LED flashing). Model Description UOL resistance: 47K ohms. FMM-1 Monitor module. Maxirnum IDC wiring resistance: 1,500 ohms. FMM-101 Monitor module, miniature. Temperature range: 32" to 120"F(0" to 49°C). FZM-1 Monitor module, two-wire detectors Humidity range: 10% to 93% (non-condensing). FrM-1 Monitor module, dual, two independent Class Dimensions: 4 5"(114.3 mm)high x 4" (101.6 mm)wide x B circuits. 2.125' (53.975 Rini)deep SMB500 Optional surface-mount backbox. FDM-1 Automatic Addressing -- The FUM-1 auto- ARCHITECTS'/ENGINEERS' matically assigns itself to two addressable points, starting SPECIFICATIONS with the original address. For example,if the FDM-1 is set to address "56", then it will automatically assign itself to ad- Specifications of these and all NOTIFIER products are avail- dresses "56" and "57". NOTE: "ones"addresses on the able from NOTIFIER. FDM-1 are 0, 2, 4, 6, or 9 only. Terminals 6 and 7 use the first address,and terminals 8 and 9 use the second address. r` Coq UT/ON Avoid duplicating addresses on the system. �I CAUTION DE-ENERGIZE UNIT PRIOR TO SERVICING Face Plate forFMM-1, FZM-1, and FDM-1 C v, MOUNTING DIAGRAMS /or standard-sized pnoda/es r m m -00, 0, m DN-6720• 09/12/01 -- Page 3 of 6 WIRING DIAGRAMS The following wiring diagrams are included: 1) FDM-1, typical dual two-wire Style B initiating device circuit configuration. 2) FMM-101, typical two-wire Style B initiating device circuit configuration. 3) 17MM-1, typical two-wire initiating circuit configuration. NFPA Style B. 4) FMM-1, typical four-wire fault-tolerant initiating circuit configuration, NFPA Style D. 5) FMM-1, typical two-wire initiating circuit configuration for security systems (with alarm versus short capability). 6) FZM-1, interface two-wire conventional detectors, NFPA Style B. 7) FZM-1, interface two-wire conventional detectors, t4FPA Style D. 8) FRM-1, relay control module used to d sconnect a power supply. WIRING DIAGRAM: FDM-1 Fig. 1 FDM-1: Typical dual Avo-wire Style B initiating device circuit configuration. Two Initiating Device Circuits ,qqwl (L &H) TO Next each power-limited to Device f +� � -� (-� FROM Panel 230 uA max @ 12 VDC max `W (+) or Previous MONITOR A Device 47K EOL MODULE Resistor H Communication Line ELR-47K 9 0 0, - 32 VDC maximum __� Twisted-pair is 8 1 - (+ recommenc.led. 7 IFNs 2 B 47K EOL `l 1 6 C) 3 ..L 5 �/ 4 � �, •All wiring shown is supervised Resistor L ELR-47K T I D ONES AObpE55 and power limited. O �� Connect modules to listed compatible T NOTIFIER control panels only. •ANY NUMBER of LIL Listed contact closure devices may be used. 6822-rl w„i • DO NOT MIX fire alarm initiating, supervisory, or security devices on the same circuit. • Install ccntact closure devices per manufacturer's installation instructions. N —�'1------ TO -- �► NEXT H --" l DEVICE UL LISTED 3L4CK ► RED - Corsipatible (-> H FMM-101 6789 Control 5 "10 56788 a \11 4 Panel 3 ��) X12 3, 2 may'13 2\ 10 1514 10 +�H _ VIOLET► tOJYELLOW WIRING DIAGRAM: FMMAOI -- 47K EOI. INCLUDED Fly. 2 FM17-101: Typical two-wire ;tyle B initiating device circuit configuration. Pepe 4 of 6 — DN-6720.09112101 WIRING DIAGRAMS The following wiring diagrams are i-rcluded: 1) FDM-1, typical dual two-wire Style B initiating device circuit configuration. 2) FMM-101, typical two-wire Style B Initiating device circuit configuration. 3) FMM-1, typical two-wire initiating circuit configuration, NFPA Style B. 4) FMM-1, typical four-wire fault-tolerant initiating circuit configuration, NFPA Style D. 5) FMM-1, typical two-wire initiating circuit configuraiion for security systems (with alarm versus short capability). 6) FZM-1, interface two-wire conventional detectors, NFPA Style B. 7) FZM-1, interface two-wire conventional detectors, NFPA Style D. 8) FRM•1, reiay contrrl module used to disconnect a power supply. Fig. 1 FDM-1: Typical dual two-wire Style B initiating device circuit configuration. Two Initiating Device Circuits 141111", (I &H) TO Next each power-limited to pevice .4 +) OGJO H FROM Panel 230 pA max. @ 12 VDC max. MONI'i OR (+) or Previous 4 Device 47K EOL MODULE �1 Resistor Communication Line ELR-47K9 O 0 / 32 VDC maxim im / Twisted-pair is recommended. --- 7 7ENe 2- 47K -47K EOL — 6 3,_ Resistor 15 4 i •All wiring shown is supervised ELR 47K L I �"� o00 oNES �oonFes and power limited. l O n • Connect modules to listed compatible NOTIFIER control panels only. •ANY NUMBER of UL Listed contact closure devices may be used. 6822m.n� f • DO NOT MIX fire alarm initiating, supervisory, or security devices on the same circuit. • Install contact closure devices per manufacturer's installation instructions. F To ► NEXT (—) Q -- - - DEVICE UL LISTED BLACK ►+_ RED —_ Compatible (-) (') FMM-101 Panel Control 45 6���11 456 7 09 r — -- 21 t 13 2�` 1 0 154 VIOLET► 4 YELLOW WIRING DIAGRAM: FMM-101 . T47KOL INCLUDED Fig. 2 FMM-101: Typical Iwo-wire Style B initiating device circuit configuration. Pape 4 of 6 — DN-6720•09/12/01 x i WIRING DIAGRAMS 1 • Connect modules to listed compatible NOTIFIER contrr-1 panels only. • All wiring shown is supervised and power limited. • Install contact closure devices per manufactur^rs' installation instruction,. • Any number of UL-listed contact closure devices may be used. • DO NOT MIX fire alarm initiating,supervisory, or security devices on the same circuit. ♦ Fig. 3 FMM-1: Typical two-wire initiating device circuit configuration, NFPA Style B. TO Next - FROM Panel Device f (+) or Previous MONITOR —� Device Initiating Device Circuit(IDC) MODULE NEPA StylR 13,power limited: _ Communication Line 230 NA max.@ 12 VDC max. 9 0 0 _, 32 VDC maximum. B 1 —_—� Twisted pair is 47K FOL. TENS 2 - -- (+) recommended. Resistor I o ( 3 ELR-47K J 5 `"' 41- Communication Loss LOOP ONEH ADDRESS / (optional connection for panels which this —0-r rC—�� FUTUR�pFrEATURE feature) 1177bwi17 wm� l_J 'V Fig. 4 FMM-1: Typical four-wire fault-tolerant Initiating circuit configuration, NFPA Style D. TO Next 4 (+) Device -_-• ( FROM Panel (+) or Previous MONITOR Dev`ce MODULE Communication Line 9 0 0-- / 32 VDC maximum I - Twisted-pair is 9 EOL Resistor /' 7 TENS 2 --.�+) recommended. is internal at r� 6 a 3 j terminals ti 8 9IL 5 a - �"'-'-- Communication Loss OP—oN— ADDRESS (optional connection for panels D which support this O FUTURE FEATURE ret 6770wi.7 wm1 V Fig. 5 FMM-1: Typical two-wire initiating circuit configuration for security systems (with alarm versus short capability). TO Next 4-�-+)— (-) FROM Panel Initiating Device Circuit(IDC) Device (+) or Previous NFPA Style B,power limited: '{MONITOR Device 230 uA max @ 12 VDC max MODULE C� i Communication Line 14K Series Resistor 0 0_ 7_f32 VDC maximum. Twisted-pair is 8 Q 1 i, recommended. 47K EOL T,z 7 rr.+% 2 Resistor S 6 f0 3 ELR-47K S N q 4 -• — Communication Loss P °EADDaES3 (optional connection for panels O O ^ which support this feature ) (� FUTURE FEATURE 072D.114 V nW Dr.-6720- _'42 n• l • Connect modules to listed compatible control panels only. 'WIRING • Terminal wiring must be power limited. • DO NOT MIX fire alarm initiating, supervisory,or security devices on the same circuit. • DO NOT LOOP wire under terminals. Break wire run ki.-ovide supervision,of connections. THIS PAGE: • Detectors must be UL listed compatible with module. • Install Jetectors per manufacturers' installation instructions. — • Power to the interface module must be externally switched to reset the de,ectors. An FRM-i rel:y control module can be used to switch power from a standard power supply; see Fig. 7 below. 7 Fig. 6 FZM-1: Interface two-wire corEventionhi defectors, NFPA Style S. TO Next (—) FROM Panel D.-vice (+) (+�� or Previous INTERFACE Device r� MODULE ��Communication Line 32 VDC maximum Twisted-pair is 9 © 0 recorrin ended. 3.9K EOL F« 7 TrNs 2 + (_) Listed Battery BacNup 63 + - 4 switched DC Resistor 5 � 4 i-Z-1 power supply. (included) f NEA — 2.143-10 � �4on AooPEss A + + J O A_- Optional Branch Circuit TO Next Interface Module _ i e��a 3Y.�-ZT ♦ Module supervises supply voltage and detector to,)p 'V Fig. 7 FZM-1: Interfac6 two-wire conventional detectors, P-JFPA Style D. ( FROM Panel TO Next �CXXaC� or Previous Device .*(+)) (+) Device INTERFACE 1_ — _ MODULE 32Communication maximum.Line 32 VDC maximum. — Twisted-pair is ^p 0._ recommeoded. 3 9K EOL Resistor - B (0 1 ---�� (included)required — 7 ", s 2 (—) _� Listed Battery Backup at terminals 0 t;,9 "6 e3 — SST switched DC A2143-10 — 5 ONES 4 v power supply. LOOP ACORESS 1 • Optional Branch Circuit QJ `Jf �� TO Next Interface Module ,w , jT Module supervises supply voltage and detector loop V Fig, S FRM•.1: Relay control module used to cl sconnect a power supply. �) (-_, FROM Panel TO Next (+) Cys - - rw\t (+) or Previous Device 4- RELAY Device — — — -- — — —i CONTROLDC P CL SUPE ( ) �r =DULF oLisle-'for Fire (-) Omunication Line Prote.rtion wit, 9 o DC maximum. Battery Backup fin„ + 6 � (' + �-� `wisted-pair is - -' recommended. (-) 4--- — - 6 'I 3 i (+) 4 LOOP AODR.ESSr Page 6 of 6 - DU 6720•0902J01 r_ October 19, 1998 w Wheelock UN-6601 • J-134 N ©T 1 F 1 E int® NS/NS4 Series Horn Strobes FIRE SYSTEMS and NH Series Horns Section: Audio/Visual Devices GENERAL Wheelock's new devices, the NSIN34 Series Horn Strobes �� F and the NH Series Horns,fn•iture low current design with re- duced inrush. The horn devicr s provide a selectable continu- ous horn tone or a temporal pi ttern(Code 3)tone when con- E 5946 CS 243 (Nf•i) OD7A•..AY stant voltage from a Fire Alarm Control Panel (FA P)is ap- CS 356 (NS/NS4: plied. Each tone has two d8 settings to choose from. All 15 cd, 75 cd, 8 110 cd) models(horn only or horn with strobe) may be synchronized California w� //��� /� when used in conjunction with SM or DSM Sync Modules State Fire gy'EA Additionally,the horn may be silenced while maintaining strobe .` y�, Marshal activation of the NS/NS4 Series horn-strobe devices. All of 7125-0785:142 151-92-E these features are achievable with either the patented two- wire NS Series or with the four-wire NS4 Series models. The NS/NS4 Series horn-strobe devices and the NH horn devices are designed for maximum performance,reliability,and cost-effectiveness while meeting or exceerfinr- the latest re- quirernents of NFPA 72(National Fire Alarm ide),ANSI 117.1 N$/NS4 i w ::� (American National Standard for Accessible and Usable Build- !, '' --r I Horn ings and Facilities),and UL Standar'' 1971 (Standard for Sig- Strobe Devices for the Hearing Impaired),and UL 464(Audible Signal Appliances). NS/NS4 audible strobe devices, when properly specified and installed in accordance with NFPA/ANSI standards,can provide the Equivalent Facilitation allowed under ADA Accessibility Guidelines (ADAAG General Section 2.2) by meeting or exceeding the illumination which results !ram the ADA-sped ied strobe intensity of 75 candela at 50 feet (1E 24 m). This is an illumination of 0.030 lumens per square foot. When used with the Wheelock SM or USM Series Sync Mod- ules,the continuous horn tone produces a synchronized tem- poral (Code 3)tone. This ensures a distinct temporal (Code 3)pattern when two or more horns are within hearing distance. If not s,,-.z;ronized,the temporal sound could overlap and not n be -stinctive. Additionally, if strobes on the same circwi are NH Horn ,.• — _. �� synchronized,this provides the ability to comply with ADA rer.- ommendations concerning photosensitive epilepsy and to meet '.^�`"_"rls. �'• NFPA requirements when installing two or more visual devices within the field of view. All of this, plus the ability w� f ty to silence the �N .. horn, is ac.ni aed by using only two wires(i 1S/NH). > •� FE,ATURi$ • ADA/NF PA/ANSlcompliant. Meets OSHA 29 Part 1910.165. ' • Low current draw and reduced inrush. • Wall-mount onl•r. Available with 15, 15/75, 30, 75, and 110 cindela strobe • Twin selectable tones and dB levels: intensities. Continuous tone:anechoic,90 or 95 dB;reverberant,82 or 15/75 candela wall-mounted strobes are listed at 15 candela 88 dB @ 24 VDC. under UI-Standard 1971 and meet 75 candela intensity on Temporal Code 3 tone:anechoic,90 or95dB,reverberant, axis for ADA guidelines with low current draw. 75 or 82 dB @ 24 VDC. Two varsions available: two-wire to, both horn and strobe; • Patent pending Universal Mounting Plate for single-gang, fam-wire model double-yang, 4" (10.16 cm) square, or 100 mm European Nan-sync and sync in one model(synchronization requires a backbox.as,or Wheelock's SHBB shallow surface backbox. SM or p,94 Sync Module). • No addit,anal trim plates required. Matching horn in 12/24 volts(selectable). I his document is not intended to be used e. installation purposes. pe try to keep our ISO 9001 product tnlormalion up-to-date and accurate. We cannot cover all specific applications or anticipate all requirements All specifications are subject to change without notice. For mor, mfonnation,contact NOTIFTR, ?hone (203)484.7161 FAX.(203)484-7118 �1 �J M OTI F1 E W 12 Clintonville Road Northford, Connecticut '16472 MCIVIII1119 A MAMIACT1AllC DN-6601 •10119/96 — Page 1 of 4 GENERAL NOTES NH Series horns are listed under LIL 464 for audible signal • Strobes are designed to flash at i flash per second minimum appliances. from 20 to 31 VDC(for 24 VDC mode=ls),or 10.5 to 15.6 VDC E! ARAffNr_,1 (for 17 VDC models). Note that NFPP 72(1996)specifies a PLEASE REAL)THESE SPECIFICATIONS AND ASSOCIATED flash rate of 1 to 2`!ashes per second,arid ADA guidelines "-STALLATION INSTRUCTIONS CAREFULLY BEFORE USING, specify a flash rale of 1 to 3 flashes per second. SPECIFYING, OR APPLYING THIS PRODUCT. FAILURE TO • All candela ratings represent minimum effective strobe inten- COMPLY WITH ANY OF THE FOLLOWING INSTRUCTIONS, sity based on UL 1971. CAUTIONS,AND WARNINGS COULD RE=SULT IN IMPROPER • NS/NS4 Horn Strobe products are listed under UL 1971 for APPLICATION,INSTALLATION AND/OR 0 PERATION OF THESE indoor use with a temperature range of 32•F to 120"F(0'C to PRODUCTS IN AN EMERGENCY SITUATION,WHICH COULD 49•C)and maximum humidity of 85%. RESULT IN PROPERTY DAMAGE,AND SERIOUS INJURY OR DEATH TO YOU AND/OR OTHERS. INFORMATION MODEL NUMBER INPUT STROBE MOUNTING MODEL NUMBER INPUT STROBE MOUNTING VOLTAGE CANDELA OPTIONS' _ _VOLTAGE CANDELA OPTIONS' NS-2415W-FR 24 VDC 15 B,D.F,G.X NS4.2415W-FR 24 VDC 15 B,D,F,G.X NS-241575W-FR 24 VDC 15175 B,D,F,G.X NS4-241575W-FR 2,VDC 15175 B,D,F,G.X NS-2430W-FR 24 VDC 30 E,D,_FG.X NS4-2430W-FR 24 VDC 30 _ B.D,F,G,X NS-2475W-FR_ 24 VDC 75 8,D,F.G.X NS4-2475W-FR 24 VDC 75 D D.F,G.X NS-2411OW-FR 24 VDC 110 B.D,F,G,X NS4-24110W-FR 24 VDC 110 B,D,F.G.X NS-121575W-FR 12 VDC 15!75 B,D.F.G.X NS4-121575W-FR 12 VDC 15175 B,D,F,G,X _ NH-12/24-R 12/24 VDC _ B,D,F,G.X SYNC MODULES" INPUT VOLTAGE AVERAGE CURRENT MOUNTING OPTIONS' SM-121 4-R 12 VDC/24 VDC 0.014(12 VDC)10,025(24 VDC) E,N DSM-12/24-R 12 VDC 124 VDC 0 020(17 VDC) 0,038(24 VDC) W NOTES: 1) ALI. MODELS are wall-mount and offered in red only. L) SUFFIXES USED ABOVE: W = Wall Mounting; F = Fire IEttering;R at end=Red;4 =4-wire. EXAMPLES: NS-2415W-FR(2-wire-Wall mounting-Fire lettering,Red), NS4-2415W-FR(4- wire--Wall mounting-Eire lettering,Red). 3) SYNCHRONIZED TEMPORAL(Code 3)TONF achi9ved when the"continuous horn lone" is selected and connected to the SM or DSM Sync Modules. Refer to installation i ons for the NS Series (Wheelock #P83518), NS4 Series (Wheelock#P83601), and NH (Wheelock#P83600). ' For descriptions of MOUNTING OPTIONS, refer to NOTIFIER data sheet DN-6111,a-,ved from Wheelock#S7000. SM Sync Modules are rated for 3.0 amperes at 12 or 24 VDC; L)SM Dual Con!rol Modules are rated for 3.0 amperes per circuit. The maximum number of interconnected DSM modules is twenty(20). Refer to installation instructions for SM(Wheelock #P83123)and USM (Wheelock#P83177). NS/NS4/NH Series: average current* -24-volt models NS SERIES VOLTAGE NS-2415W NS-241575W NS-2430W NS-2475W _NS-24110W AVERAGE CURRENT' 20 0 VDC 0.071 A 0.089 A 0.100 A 0 173 A 0.210 A with Low dBA Setting(90 dBA) 24 0 VDC _ 0'!65 A 0 080 A 0.087 A 0 145,r. 0 174:A 31 0 VDC 0.059 A 0.068 A 0 077 A 0.118 A 0.141 A AVERAGE CURRENT' 20.0 VDC 0.078 A - 0 094 A 9.108 A 0.177 P. 0.219 A with High dBA Setting(95 dBA) 24 0 VDC 0.072 A 0 086 A 0.097 A 0.155 A 0 185 A 31.0 VDC 0.070 A 0.081 A 0.088 A 0 129 A 0 153 A NS41NH SERIES: VOLTAGE NS4-2415'N NS4.241575W NS4.2430W NS42475W NS4-14110W AVERAGE CURRENT' 20 0 VDC _ 0.064 A 0 080 A 0 095 A 0.157 A 0.199 A STROBE ONLY INPUT 240 VDC 0.054 A 0 068 A 0 081 A 0 133 A 0.161 A 31 0 VDC 0 047 A 0 056 A 0 066 A 0 108 A 0 131 A AVERAGE CURRENT' 10 0 VDC 0.016 A 0.016 A 0.016 A 0016 A 0.016 11 Audible Only NS41NH Input 24 0 VDC 0 021 A 0.021 A 0 021 A 0.021 A 0.021 A with Low dBA Setting(90 dBA) 31.0 VDC 0.026 A c.026 A o 026 A 0.026 A 0 026 A AVERAGE CJRRENT' 20.0 VDC 0.920 A 0 020 A 0.0_20 A 0 020 A 0.020 A Audible Only NS41NH Input 24.0 VUC 0.027 A_ 0 027 A 0.?27 A 0 027 A 0 027 A with High dBA Setting(95 dBA) 31.0 VDC 0,034 A 0.034 A 0.)34 A 0.034 A 0 034 A NS-121575W average current* NS4-121575W average current' VOLTAGE AVG. CURRF.NT' AVG. CURREPff;rJLTAGE AUDIBLE ONLY AUDIBLE ONLY (12-vcll Low dBA Setting High d6A Setting STROBE ONLY NS41NH INPUT NS41NH INPUT model) (90 dBA) (95 dBA) 12-vclt INPUT with LOW dBA with NIGH;iBP, 10 5 VDC 0 197 0 149 model) _ Settings(90 dBA) Settings(95 dBA) 120 VDC 0.171 0 175 10.5 VDC _ 0 189 A 0 011 A 0.016A 15 6 VDC 0,143 0 147 12.0 VDC 0 162 A 0 014 A_ 0 018 A 1�6 VDC 0 ,0 A 0.017 A 0 023 A 'Average currerI per actual Wheelock Production Testing @ 10.5, 12, 15.6,20,24,and 31 VDC. For rated average and peak current across the UL lislod voltage range ,,�r both filtered and unfiltered VR s, see installation instructions (Wheelock #P83518) Page 2 of 4 - DN-6001 - 10119/98 FEATURES QUICK REFERENCE MODEL NUMBER - MDUNT NON-SYNC CS V4 CANDELA 24 VDC 12 VDC 2-WRE 4-WRE NS-2415W-FR X X X 15 X x NS.241575W-FR X X X 151`75 X X NS-2430W-FR X _ X X30 X x NS-2475W-FR X X X 75 X x NS-2411OW-FR X X - X _ 110 X X NS-121575W-FR _ X X X 15/75 X X NS4.241FW-FR X X X 15 X x NS4-241575W-FR X X X 15175 X x NS4-2430W-FR X X _X 30 X X NS4-2475W FR X X_ X 75 X x NS4.242110W rR - X X X 110 X x NS4-121575V/-FR _ X X X 15/75 X _ X LIvan also cei X X X — I X X �X oan also ceiiirg-mount) 1 WIRING DIAGRAMS NS devices synchronized with SM Module single(Class "El" (Style Y) circuit - NS dev,;e non-synchronized. qW WITH audible silence feature. From r FACP SM PRECEDING r + -- + } To NEXT I STROBE —le + STROBE DEVICE DEVICE NAC CIRCUIT _ STROBE or FACP or E OLR EOLR' + _ NS *NSNS SIGNAL - OUT + AUDIBLE NS and NH devices synchronized with AUDIBLE 'EETE VALUE NAC CIRCUIT DETERMINED DSM Module dual Class "A" (Style Z) `S < EOLR' NBY FACP ACCIR circuit with NO audible silence feature. r _ __ _ AUDIBLE NACIRCUIT(SI. DSM 0 SYNC+ NS and NH device:) synchronized _ �B SYNC- with multiple DSM .Modules. FACP • + OUT 1 + IN 1 NS NS NH INTERCONNECTING WIRING SHOWN, MINUS 1 MAXIMUM OF TWENTY(20) DSM MODULES. + AUDIBLE AUDIBLE AUDIBLE NAC DSM #1 NAC FACP CIRCUIT. N5 NS NH CIRCUIT OUT ! STROBE A B SYNC+ NAC AUDIBLE CIRCUIT B SYNC- -- –B MINUS 2 AUDIBLE NAC DSM #2 r --- + IN 2 I ---i 1 NS 1 NS AUDIBLE NAC + OUT 2�MNSNSNHCIRCUIT-w S CIRCUIT RETURN i STROBE S SYNC+ NOTES: CIRCUIT SYNC • NS/NS41NH must be set on contiruous horn tone to AUDIBLE I DSM #3 achieve synchronized temporal(Code 3)tone. Refer to NAC _ r installation instructions(Wheelock#P83511,'). CIRCUIT v NS NS �H • For details on u3ing SM or DSM Sync Modules, refer to Wheelock data sheet' "30.00,or 11'heelock installation STROBE 6 SYNC+ instructions#P83123 1,ar SM)or#P83177(for DSM). , AC CIRCUIT �9 SYNC- ON-660' • 10/19/96 — Page 3 of 4 CONTACT WHEELOCK FOR"INSTALLATION INSTRUCTIONS"(Wheelock#P83518)AND"GENERAL WARNlN�! INFORMATION"SHEET(Wheelock#P82380)ON THESE PRODUCTS.THESE MATERIALS UNDERGO PERIODIC CHANGES. IT IS IMPORTANT THAT YOU HAVE CURRENT INFORMATION ON THESE PRODUCTS. THESE MATERI- ALS CONTAIN IMPORTANT INFORMATION THAT SHOULD BE READ PRIOR TO SPECIFYING OR INSTALLING THESE PROD- UCTS, INCLUDING: • TOTAL CURRENT REQUIRED BY ALL DEVICES CONNECTED TO SYSTEM PRIMARY AND SECONDARY POWER SOURCES. • FUSF RATINGS ON NAC CIRCUITS TO HANDLE PEAK CURRENTS FROM ALL DEVICES ON THOSE CIRCUITS. • COMPOSITE FLASH RATE FROM MULTIPLE STROBES WITHIN A PERSON'S FIELD OF VIEW. • VOLTAGE APPLIED: THE VOLTAGE APPLIED TO THESE PRODUCTS MUST BE WITHIN THEIR RATED INPUT VOLT- AGE RANGE. • INSTALtAT10N OF 110 CANDELA.STROBE PRODUCTS IN SLEEPING AREAS. • INSTALLATION IN OFFICE AREAS AND OTHER SPECIFICATION AND INSTALLATION ISSUES. • Note: USE NS/NS4/NH ONLY ON CIRCUITS WITH CONTINUOUSLY APPLIED OPERATING VOLTAGE. DO 140T USE NS/NS41NH SERIES ON CODED OR INTERRUPTED NAC CIRCUITS IN WHICH THE APPLIED VOLTAGE IS CYCLED ON AND OFF,AS THE STROBE MAY NOT FLASH. • CONDUCTOR SPECIFIr;AT10NS: CONDUCTOR SIZE (AWG), LENGTH AND AMPACITY SHOULD BE TAKEN INTO CONSILL:RATION PRIOR TO DESIGN AND INSTALLATION OF THESE PRODUCTS, PARTICULARLY IN RETROFIT INSTALLATIONS. FAILURE TO COMPLY WITH THE INSTALLATION INSTRUCTIONS OR GENERAL INFORMATION SHEETS COULD RESULT IN IMPROPER INSTALLATION,APPLICATION,AND/OR OPERATION OF THESE PRODUCTS IN AN EMF.RGENCY SITUATION,WHICH COULD RESULT IN PROPERTY DAMAGE AND SERIOUS INJURY OR DEATH TO YOU AND/OR OTHERS. Wheelock products must be used within their published specifications and must be PROPERLY specified,applied,installed,operated. maintained,and operationally tested in accordance with their installation instructions at the time of installation and at least twice a year or more often and in accordance with local, state, and federal codes, regulations, and laws. Specification, application, installation, operation,maintenance,and testing must be performed by qualified personnel for proper operation in accordance with all of the latest National Fire Protection Association (NFPA), Underwriters' Laboratories (UL), National Electrical Code (NEC), Occupational Safety and Health Administration (OSHA), local, state, county, province, district, federal, and other applicable building and fire standards, guidelines,regulations,laws,and codes including,but not limited to,all appendices and amendments and the requirements of the local authority having jurisdiction (AHJ)_ ARCHITECTS' St ENGINEERS' SPECIFICATIONS • Tnq notification appliances shall be Wheelock NS/NS4 Series Horn Strobe and NH Series Horn devices; and companion SM and DSM Sync Modules,or approved Pqui.alents. NS/NS4 Series de�tices shall be listed under UL Standard 1971 (Emergency Devices for the Hearing Impaired for Indoor Fire Protec,:cn Service). NH Series Horn and SM and DSM Sync Modules shall be UL listed under Standard 464(Fire Protective Signaling). NS/NS4/NH and SM/DSM devices shall be certified to meet FCC Part 15, Class B. • The devices shall be designed for two-or tour-wire operation and shall provide either a continuous hornMtrobe signal or temporal (Code 3)tone when constantly applied voltage from a Notification Appliance Circuit(NACs)of the Fire Alarm Control Panel(FACP)or synchronized temporal (Code 3)horn and synchronized strobe when used in conjunction with the SM or DSM Sync Modules. • The NS Series shall be designed so that the audible signal may be silenced while maintaining strobe activation(when used with the SM or DSM Sync Modules), The SM and DSM Sync Modules shall incorporate two inputs from Notification Appliance Circuits(NACs) for power connection from the Fire Alarm Control Panel(FACP);one for the strobe(NAC)circuit and one for the au.ible(NAC)circuit. A single two-or four wire output shvII control both the audible and visual appliances. Upon activation of the audible silence function of the FACF, the audible signal shall be silenced while maintaining strobe activation. • Sound output at 10'oet(3.048 m)shall be field-selectable for 92 or 97 dBA anechoic for both continuous or temporal(Code 3)tone. The NS/NS4 Series shall provide listed strobe Intensities of 15, 15/75. 30, 7.5, and 110 candela, with a flash rate of one flash per seco•id minimum across the listed voltage range. The strobe shall incorporate a Xenon®flashtube enclosed in a rugged LF_XANO lens. The Sync Mcdule shall be designed and available In two versions: the SM-12/24, for control of a single Class B NAC circuit;and a dual-output version,the DSM-12/24,for control of either a single Class A or two Class B NAC circuits. The DSM dual-circuit version shall provir+c, me additional capability of "daisy-chaining," i.e., the ability to interconnect multiple DSM's for synchronous horn and strobe operation on multiple NAC circuits DSM-12/24 coverage interconnection capability shall bo for a maximum of 20 modules(40 Class"B"NAC circuits or 20 Class'A"NAC circuits). Rated average current requirement for the SM-12/24 shall be 0.014 amperes @ 12 VDC and 0.025 amperes @ 24 VDC;the DSM-12/24 shall be 0.020 amperes @ 12 VD(:.and 0.038 amperes @ 24 VDC. The SM Sync Module shall be capable of handling a three-ampere load at 12 or 24 VDC. The DSM Sync Modules shall be capable of handling a load of three amperes per circuit in the Class"B'mode,and three amperes per module in the Class"A"movie at 12 or 24 VDC. • SM or DSM Sync Modules and NSINS4 Horn Strobes shall be designed as a system for continuous activation of the strobes should the Sync Module contacts fail in the passive state(i.e.,contacts remain closed) In this default mode,the strobes shall revert to a non- s,,nchronized default flash rate. • 1`�._INS4/NH devices shall be designed for operation at 12 or 24 VDC,over their re3pective listed voltage ranges of 10.5 to 15.6 VDC; r,vl 201 to 31.0 VDC. The units shall be dasigned for operation on filtered DC,or unfiltered VRN,s Rated average current for NS/NS4 Series devices shall depend -lpon voltage and strobe Intensity;the NS Series current shall be as low as 1.053 amperes for 24 VDC versions and 0.133 amperes for 1: VDC versions (both with volume set at high-dB output). Rated average current far Series NH (volume set at high-dF3 output)shall bu 0.021 amperes for 24 VDC versions and 0.014 amperes for 12 VDC versions. • All versions shall be polarized for DC supervision and shall incorporate screw terminals for in/out field wiring of size#18 AWG(0.75 mm')to#12 AWG (3 2.5 mrn'). • NS/NS./NH shall incorporate a unique Universal Mounting Plate which shall allow mounting to single-gang,double-gang,4"(10.16 cm)square, 100 mm European backboxes or Wheelock s SHBG surface backbox. No additional trip,plate shall be required for flush mounting. • Uimensions for NS/NS4/NH appliances shall be 4.75"(120.650 mm)square by 1.22"(30.988 mm)deep. Due to continuous development of products offered by NOTIFIER, specifications and product availability are subject to c.'tange without notice in accordance with NOTIFIFR sti-ndard terms and conditions. Page 4 of 4 --- DN-6601 • 0119198 August 6, 1998 DN-5765-J-120 NOT 1 F 1 E R® Wheelock RS Series Strobes and FIRE SYSTEMS RSS Series Non-Sync/Sync Strobes Section: AudioNisual Devices GENERAL — California Wheelock s new RS Strobes and RSS Series Non-Sync/ u I I�r K , \State Fire Sync Strobes offer low current draw and reduced inrush a V Vxr, I Marshal while maintaining their outstanding performance, reliabil- 7125-0785.133 ity, and cost-effectiveness. They meet or exceed the S5391 CS 356 7125-0735:141 latest requirements of NFPA 72(National Fire Alarm Coden� CS 243 MEA 1996). ANSI 117.1 (National Standard for Accessible and I EA Usable Buildings and Facilities) and UL Standard 1971 151-92-E (Signaling Devices for the Hearing Impaired). RS/RSS Vol.XIX, XX 007A4AY Strobe appliances, when properly specified and installed in accordance with NFPA/ANSI standards, can provide the Equivalent Facilitation allowed under ADA Accessibil- ity Guidelines (ADAAG General Section 2.2) by meeting or exceeding the illumination which results from the ADA's strobe intensity guidelines of 75 candela at 50 feet (1;..24 m). This is an illumination of 0.030 lumens per square s foot. ' T Wheelock's RS Series Strobes are available with 15 and A I 15/75 candela intensities for wall-mounting only and non- sync applications RS/RSS Cover Wheelock's RSS Series Strobes include non-sync and l_... sync futictions in one appliance. The SM or DSM Sync Modula must be used to achieve synchronization of the WM3T strobe. Synchronized strobes can eliminate possible re- strictions. on the number of strobes in field of view. Wheelock's synchronized strobes oHnr an easy way to comply With ADA recommendations concerning photosen- sitive epilepsy. The strobe options for the PSS Series are , 15, 15/75, 30, 75, and 110 candela intensities for wall _ mounting; and 15, 30, 75, and 100 candela intensities for 4� ceiling-mount applications. r At; strobes use a Xenon flashtube enclosed in a rugged LEXAN® lens to provide maximum reliability for effective visual signaling. r Wi,.;elock's RSIRSS Series Strobes employ an integral ; Strobe Mounting Plate(patent penrli, ;.)that makes it easy mount to a variety of backboxes. The sitobes can be mounted to single-gang, double-gang, 4" (10.16 cm) r square, 100 mm European,or the SHIM surface backbox. If the(lush backbox has side or top space between it and � I the finished wall, the new NATP(Notification Appliance Plate W Trim Plato) may be used. It provides an additional 0.65" (16.51 mm) of trim for the appliance. An attractive cover plate is provided for a clean, finished appearance on all retrofit models. cd and a,e designed for surface mounting indoors or out- WM3T — Since the inception of UL 19i'l, strobes doors. "Not to be used as an Indoor visual evacuation cannot be listed for outdoor use. Wheelock o fers WM3T signal or,or the hearing impaired." Only 88 milliamps, strobes for outdoor installations requiring weatherproof 21 - 31 VDC. appliances and private mode operation where UL 1971 LEXAN®is a registered trademark of GE Plastic- a subsidiary strobes are not required. They are UL 1638 listed at 117 of General Electric Company. This document is not intended to be used for installation purposes. We try keep our I O �O® product information up-to-date erd accurate. We cannot cover all specific epplilicallona or anticipate all requirements. All specifications eie subject to change without notice For more information,contact NOTIFIER. phone(203)484.7161 FAX.(203)484.7118 &;-TJ- Ili) �] Ili)1NZ OTI FI E la' 11 Clintonville Road,Northford,Connecticut 06472 fNCINFfItINR ti MANpF#L1 RINC DN-5765•08'06.98 -� Page 1 of 4 COMMON FEATURES 15/75 candela,low-current-draw,wall-mounting strobes are ADA/NFPA/ANSI compliant.Meets OSHA 29,Part 1910.165. listed at 15 candela under UL 1971 and meet 75 candela • intensity on-axis for ADA guidelines. • Low current. Ceiling-mounting RSS available in 15,30,75,and 100 can- Strobe mounting plata (patent pending) for single-gang, dela intensities. double-gang, 4" (10.16 cm)square, or 100 mm European backboxes Wheelock's SHBG shallow backbox is used GENERAL NOTES for surface mounting. Strobes are designed to flash at 1 flash per second mini- Low current draw with temperature compensation to rcJ ce mum from 20 to 31 VDC for 24 VDC models;or 10.5 to 15 6 power consumption and wiring costs. VDC for 12 VDC models. Note that NFPA-72(1996)speci- e Polarized 12 and 24 VDC models with wide listed voltage fies a flash rate of 1 to 2 flashes per second and ADA guide- ranges using filtered DC or unfiltered VRMS input voltage. lines specify a flash rate of 1 to 3 flar.hes per second. • Fast installation with In/Out screw terminals using#12 AWG All candela ratings represent minimum effective strobe in- (3.2' mm')to#18 AWG (0.75 mm')wires. tensity based on UL 1971. RS :.cries Features: RS/RSS Series strobe products are listed under UL 1971 for indoor usp with a temperature range of 32•F to 120•F • 24 volt models only. (0"C to 49"C). • Wall-mounting models only. • The WM3T strobe is listed undo!UL 1638 for outdoor use • Available in 15 and 15/75 candela intensities only. with a temperature range of-31 F to 150'F(-35"C to 66"C), • Non-Sync application only. maximum humidity of 95%. RSS Series Features: A WARNINGl7 Both non-sync and synchronized furiction in one appliance. PLEASE RFAD THESE SPECIFICATIONS AND INSTALLATION To achieve synchronization,a SM or DSM Sync Module must INSTRUCTIONS CAREFULLY BEFORE USING, SPECIFYING OR APPLYING THIS PRODUCT. FAILURE TO COK.FLY WITH be used. ANY OF THE FOLLOWING INSTRUCTIONS, CAUTIONS AND • Reduced inrush. WARNINGS COULD RESULf IN IMPROPER APPLICATION, • 12-or 24-volt models. INSTALLATION AND/OR OPERATION OF THESE PRODUCTS • Wall-mounting RSS available in 15, 15/75,30,75,and 110 IN AN EMERGENCY SITUATION, WHICH COULD RESULT IN candela intensities. PROPERTY DAMAGE,AND SERIOUS INJURY OR DEATH TO YOU AND/OR OTHERS. ORDERING INFORMATION Model Number' Input Voltage Strobe Average Cu•rent"(Amps)@: Mounting Options"' Candela 20 VDC 24 VDC 31 VDC RS-2415VI-FR 24 VDC 15 0.060 0.050 0,043 B,D,E,F,G,H,J,N,0,R,X RS-241575W-FR 24 VDC 15f75 0.076 0.065 0,052 B.D.E.F.G.H,J,N.0,R.X RSS-2415✓tr-FR 24VDC 15 0 060 0 050 0.043 B.D,E,F,G.H.J,N O,R.X RSS-241575W-FR 24 VDC 15/75 0.076 u 065 0.052 B.D,E.F,G,H,J,N.0,R.X WALL-MOUNT RSS-2430,?V-FR 24 VDC 30 0.095 0.081 0.066 B,D,E.F,G.H,J,N.0,R,X STROBES Series RSIRSS RSS-2475%V-FR 24 VDC 75 0 157 0.133 0,108 B,C.E.F,G,H,J.N,0,R,X RSS-24110V�I-FR _ 24 VDC_ '.10 0 199 0 161 _0.131 B D E,F,G.H,J.N.0,R,X __ 10.5 VDC 12 VDC 15.6 VDC RSS-1215VTFF 12V 15 0.148 0 ,I ,126 0 102 B.D,E,F.G.H, ,N,0,R,X RSS-1215 5W-FR 112V 1575 0.189 0.161 0 130 B,D,E,F.G.H,J.N. 0,R.X 20 VDC 24 VDC 31 VDC RSS-2415C-FW 24 VDC 15 0 078 0.067 0.055 B.D.E,F.G.H,J,N.X CEILING-MOUNT RSS-24300-FW 24 VDC 30 0.120 0.102 0.085 B,U,E,F,G.hl,J.N.X STROBES Seri;RSS RSS-24750-FW 24 VOC 75 0 247 0.204 0.157 B,D.E.F,G.H,J,N,X RSS-2410OC-FW 24 VDC 100 0 285 1 0.238 O'90 B,D,E.F,G,H,J,N,X 111 cd STROBE WM3T-24 VFR 24 VDC 117 — 0.088 "I doarJOutdoor NOTE: WM3T-24-VFR--UL 1638 only Refer o Wheelock installation instructions#P82037 SYT'C MODULES-- SM-12/24-R12 VD _ C/24 VDC — 0.014(12)10.025(24) E,N USM-12/24-R 12 VDC t 24 VDC — OL20(12)/0.038(24) W _ NOTE.;: 1) SUFFIXES USEf,ABOVE: W=Wall mounting;C=Ceiling mounting; F= Fire li!!tering, R at end =Red; W at end= White. EXAMPLES. RS-2415!-FR(Nall mounting-Fre lettering, Bed); RSS-2415C•FW(gelling mounting-Eire lettering,White). 2) SPECIAL PLATE: NATP Trim Plate provides 0.65'(16.51 mm)additional trim for the appliance. Available in red only. Series R5 and RSS wall-mount models are offered In red only. SeHies RSS coiling-mount models a:e offered in white only. Average current per actual Wheelock Production testing @ 10.5, 12, 15.6,20, 24 and 31 VDC. For rated average and peak current across the UL listed voltage range for both filtered DC and full-wave-rectified (FWR), see the installation instructions (.'Vheelock#P83500 for wall-mount and#P83501 for ceiling-mount). "• For descriptions of MOUNTING OPTIONS,refer to NOTIFIER data sheet DN-6111,derived from Wheelock#S7000. ••" SM Sync Modules are rated for 3.0 amperes at 12124 VDC; DSM Sync Modules are rated for 3.0 amperes per circuit. The maximum number of Interconnec•ed DSM modules is twenty(20). Refer to inste!Idtion instructions for SM(Wheelock.#P83123) and DSM (Wheelock#F8317'). Page 2 of 4 — DN-5765•08106'98 FEATURES QUICK REFERENCE MODEL NUMBER WALL CEILING NONSYNC SYNCS W STROBE yq VDC 12 VDC COLOR COLOR MOUNT MOUNT SM or DSM CANDELA RED WHITE RS-2415W-FR X X 15 X X RS-241575W-t',' X X 15175 X X RSS-2415W-FR X X X 15 X X — RSS-241575W-Fr?- X_ X X 15!75 X X RSS-2430W-FR X X X 30 X X RSS-2475W-FP X X X 75 Y X RSS-2411OW-FR X X X 110 X X RSS-1215W-FP, _ X X X _ 15 X X RSS-121575W-FR X X X 15175 X X RSS-24150-FW X X X 15 X X RSS-2430C-FW X_ X X 30 X �x RSS-2475C-FW K X _x 75 X X IRSS-2410OC-FW X _X X 100 X y, WIRING DIAGRAMS RSS devices Synchronized with SM Module single Class "B" (S'Vle Y) circuit S RSS device non-synchronized. 41W IMTHaudlble silents tpature. From FACP _ SM PRECEDING {__ )To NEX7- -- = STROBE DEVICE DEVICE STROBE or FACPSIGNAL CIRCUIT orEOLR - �-`STROBE EOLR' �3 + OUT � + r RSS RSS RSS - OUT ti AUDIBLERSS devices synchronized with DSM Module AUDIBLE 'EOLR VALUE dual class "A" (Style Z) circuit with SIGNAL CIRCUIT EDLR' DETERMINED B'+FACP NO audible silence feature. AUDIBLE NAC CIRCUIT(S). DSM ------- --- SYNC+ RSS devices synchronized a SYNC- N Ith multiple D;;M Modules. �r FVACP d'- 1 -8 + IN I RSS RSS�'l RSS INTEP.CONNECTING WIRING. SHOWN. MINUS 1 I MAXIMUM OF TWENTY (20) DSM MODULES. L_ AUDI3'.E DSM #1 AUD + AUDIBLE __ __ NAC; NAC FACP FACP CIRCMT —_ RSS RSS RSS CIRCUIT OUT STROBE'S elSYNC+ NAC N SYNC- CJ -AUDIBLE CIRCUIT — -� MINUS 1 AUDIBLE RSS + our z NAC DSM #2 RSS RSS AUDIBLE NAC + IN 2 CIRCUIT� j RSS RSS CIRCUIT RFTURN STROH SYNC+ CIR CIRCUIT 0 SYNC- AUDIBLE For details on using SM or DSM Sync Modules, NAC DSM #3 refer to Wheelock data sheet#53000, CIRCUIT vRSS RSS RSS or Wheelock installation rrstructions __ #P83123(for SM) or#P.93177TR 3177(for DSM). SOBE 4m SYNC+ NAC B SYNC- CIRCUIT ON-5785.08106198 — Pere 3 of 4 OWARNING CONTACT WHEELOCK FOR CURRENT"INS TALLATION INSTRUCTIONS"(Wheelock#P83500 for wall-mount and#P83501 for celling-mount)AND"GENERAL INFORMATION"SHEET(Wheelock#P11ne )'ON THESE PRODUCTS. THESE MATERI- ALS UNDERGO PERIODIC CHANGES. IT IS IMPORTANT THAT YOU HAVE CURRENT INFORMATION ON THESE PRODUCTS. THESE MATERIALS CONTAIN IMPORTANT INFORMATION THAT SHOULD BE READ PRIOR TO SPECIFYING OR INSTALLING THESE PRODUCTS, INCLUDING: • TOTAL CURRENT REQUIRED BY ALL DEVICES CONNECTED TO SYSTEM SECONDARY POWER SOURCES. • FUSE RATINGS ON NOTIFICATION APPLIANCE CIRCUITS TO HANDLE PEAK,CURRENTS FROM ALL DEVICES ON THOSE CIRCUITS. • COMPOSITE FLASH RATE FROM MULTIPLE STROBES WITHIN A PERSON'S FIELD OF VIEW. • VOLTAGE APPLIED: THE VOLTAGE APPLIED TO THESE PRODUCTS MUST BE WITHIN THEIR RATED INPUT VOLTAGE RANGE. • INSTALLATION OF 110/100 CANDELA STROBE PRODUCTS IN SLEEPING AREAS. • INSTALLATION IN UFFICE AREAS AND OTHER SPECIFICATION AND INSTALLATION ISSUES. • Note: USE STROBES ONLY ON CIRCUITS WITH CONTINUOUSLY APPLIED OPERATIhIG VOLTAGE. DO NOT USE STROBE ON CODED OR INTERRL PTED CIRCUITS IN WHICH THE APPLIED VOLTAGE IS CYCLED ON AND OFF, AS THE STROBE MAY NOT FLASH. • CONDUCTOR SPECIFICATIONS: CONDUCTOR SIZE(AWG),LENGTH AND CAPACITY SHOULD BE TAKEN INTO CONSIDERATION PRIOR i O^ESIGN AND INSTALLATION OF THESE PRODUCTS,P'ARTICULARL'Y IN RETROFIT INSTALLATIONS. FAILURE TO COMPLY WITH THE INSTALLATION INSTRUCTIONS OR GENERAL INFORMATION SHEETS COULD RESULT IN IMPROPER INSTALLATION,APPLICATION,AND/OR OPERATION UFTHESE PRODUCTS IN AN EMERGENCY SITUATION, WHICH :OULD RESULT IN PROPERTY DAMAGE AND SERIOUS INJURY OR DEATH TO YOU AND/OR OTHERS. Wheelock products must be used within their published specifications and must be PRuPERLY specified,applied,installed,operated, maintained and operationally tested In accordance with their installation instructions at the time of installation and at least twice a year or more often and in accordance with local, state and federal codes, regulations and laws. Specification, application, insta!ialion, operation,maintenance and testing must be performed by qualified personnel for proper operation in accordance with all of the latest National Fire Protection Assoriatlon (NEPA), Underwriters' Laboratories (UL), Nallo•at Electrical Code (NEC), Occupational Safety and Health Administration (OSHA), local, state, rounty, province, district, federal, ani other applicable building and fire standards, guidelines, regulations, laws, ind codes including, but not limited to, all appendices and amendments and the requirements of the local authority having jurisui--lion (AHJ). ARCHITECTS` AND ENGINEERS' SPECIFICATIONS The visual notification appliances shall be Wheelock RS or RSS S.ries Strobe Appliances, or approved equivalents. RS/RSS Series shall meet ai,d be listed under UL Standard 1971 (Emergency Devices for the Hearing Impaired for indoor fire protection service). The strobes shall be listed for indoor use only. All strobes shall be certified to meet FCC Part 15 Class B. The strobe appliances shall prod-ice a flash rate of one (1)flash per second minimum over the listed voltage rang of 20 to 31 VDC for 24-volt models, and 10.5 to 15.6 VDC for 12-volt models. All inputs shall be polarized for compatibility with standard reverse-polarity supr rvision of circuit wiring by a Fire Alarm Control Panel (FACP). All visua; appliance shall incorporate a Xenon flashtube enclosed in a rugged LEXANP lens. The RS and RSS Series Strobes shall be of low-current design and the RSS sh311 hF 'e reduced inrush. The strobe intensity shall be rated per UL 1971 for 15, 15/75, 30, 75, and 110 candela for wall-mourt; and 15, 30, 75, and 100 candela for ceiling-mount applications for the RSS Series; and 15 and 15/75 candela wa!i-mount for RS Series public.-mode installations. The 15/75 candela strobe shall bo specified when 15 candela UL 19%1 listing with 75 candela intensity on-axis is required (e.g., 4DA compliance). RSS Series appliances shal! incorporate circuitry for synchronized strobe flash and shall be designed for compatibility with Wheelock SM and 'DSM Series Sync Modules. The strobes shall not drift out of sy,,chronization at any time during operation. If the svnc module fails to operate (i.e., contacts remain closed), the strobes shall revert to a non-synchronized 'lash rate. The visual appliances shall be designed for indoor surface or(lust; mounting. RS and RSS Series models shall employ a patent pending Strobe Mounting Plate that shall allow mounting to single-gang, double-gang, 4" (10.16 cm) square, 100 mm European-type backboxes, or the SI;BB Surface Backbox. If required, an NATP (Notification Aop4ance Trim Plate)shall be provided An attaching cover plate shall be provided to give the appliance an attractive appearance. The aesthetic appearance shall not have any mourting holes or screw heads visible when the installation is completed. For outdoor installations,the strobe appliance shall be the Wheelock WM3T. The WM3'f shall meet and be listed under UL 1638(Private Morle Emergency and Utility Signaling). "NOT TO BE USED AS AN INDOOR VISUAL EVACUATION SIGNAL OR FOR TI-,E HEARING IMPAIRED." The WM3T shall be mounted to a weather-resistant backbox, either the Wheelock WRB box or approved Equivalent, when mounted outdoors. The WM3T strnbes shall produce a flash gate of one(1)flash per sec end minimum over the listed voltage range of 20 to 31 VDC for 24-vole models. The strobe intensity shall be rated at 1 I i candela. Due to continuous dive/opment of products offered by NOTIFIER, specifications and product availability are subject to change without notice in acco-dance with NOTIFIER standard terms and conditions. Page 4 of 4 — ON-5765•)8/06/98 FILE COPY August 5, 2003 CITY OF TIGARD Bruce Barton OREGON SRG Partnership 621 SW Morrison. Suite 200 / Pordand. OR 97205 RF?: NEW I'IGARD 1,I11RARY Project Information Building Permit: 13UP2003-0021 1 Construction Type: V-i HR 'tenant Name: Tigard 1 ibrary Occupancy Type: A2.1/B Address: 13500 SW Hall Boulevard Occupant Load: 429/613 Area: 48,430 Sq Ft Stories: 2 Sprinkled: In-lieu of 1 HR Construction Alarms: A2.1 req'd The plan review was performed under the State ol`Oregon Structural Specialty Code(OSSC) 1998 edition; and the Tualatin Valley Fire & Rescue Ordinance 99-01 (TVFR99-01) 1999 edition. The submitted plans are approved subject to the IbIlowing conditions. • Deferred submittals such as Fire Alarm, Fire Sprinkler, Truss Joist Shop Drawings, etc, will be charged a deferred submittal fee based un the valuation of the portion of the work being deterred. The minirnum fee shall be $200.00. Deferred items; 1. Fire Alarms 2. Fire Spn.tklers 3. Mechanical System 4. Structural items listed on sheet S0.) • Exit doors shall be provided with panic hardware.]007.2.5 OSSC • Exit s'.&ns shall he illunnina ed at all times and :,hall be provided with a second source of power that will provide 1 1/2 hours of illumination in case of primary power loss. 1003.2.8.5 OSSC I I • The means of egress shall bf. provided with illumination of not less than i loo! candle at the floor level anytime the building is occupied. The means of egress illumination shall be provided with a second source of power in case of primary power loss,. 1003.2.9.2 OSSC • Provide 2-A rated fire extinguisher located so that no usable space has ., distance greater than '75 feet to the extinguisher. Standard 10-1. Chapter 3 TVFRW+ -01. 1312b SW Hall Blvd., Tigard, OR 97223(503)6,39-4171 TDD(503)684-2772 -- -- Special Inspection: Special inspection is required fir item,.► listed on sheet SO.]. The special inspection agency ofrecord, shall ti►rnish inspection reports to the Engineer o1'Record, KPFF, the General Contractor, Hoffman Construction and the City of Tigard, Building Division, attention Hap Watkins. All discrepancies shall he brought to the immediate attention ofthe general contractor liar correction. The spe-Jal inspector shall submit a linal signed report stating whether the work requiring special inspection was, to the best ofthe inspector's knowledge. in conlbrmance with the approved plans and specifications and the applicable workmanship provisions ofthe code. 1701.3 OSSC Amsrican with Disabilities Act (ADA): It shat! be the responsibility ofthe Architect, F,ngine:r, Designer. Contractor, owner and Lessee to research the applicability ofthe ADA requirements for the sty acture. The City of Tigard reviews the plans and inspects the structure only 16r cc,,mpliancc with 'hapter I 1 ofthe OSSC which may not include all ofthe requirements ofthe ADA. Live Loads Posted: The live loads tier which each floor has been designed shall be conspicuously posted by the owner in that part of each tory in which they apply, ►.ising durable metal signs, and it shall he unlawful to remove or deface such notices. The occupant ofthe building shall be responsible fir keeping the actual load below the allowable limits. 1607.3.5 OSSC Approved Pians: I scA of approved plans, bearing the City of Tigard approval stamp, shall he maintained on the jobsite. The plans shall be available to the Building Division inspectors throughout all phases of construction. 106.4.2 OSSC Certificate of Occupancy: No building or structure shall be used or occupied until the Building Official has issued a certificate ofoccupancy 109.1 OSSC Premises Identification: Approved numbers or addresses shall he provided for all new buildings in such a position as to be plainly visible and legible from the street or road tronting he property. V.'hen submitting ►wised drawings or additional inf6rmalion, please attach a copy ofthe enclosed City ofTigard, Letter of'Transmittal. The letter of transmittal assists the City of I igard in tracking and processing the documents. ZRespect/ ,` ti_ ►or flans Examiner 1 1)0!U1$iZQUJ t•kl UV:4V h11A DUJ 044 el,,. AWAOLLlb@111 a none. _ FILE COPY Fire Marshal's Division Offices �tls North- 4755 SW Griffith Dr., Beaverton, OR 97076, (503) 526-2.459 T urItAin Va."ey South-7401 SW Wash Ct., Tualatin, OR 97062, (503)612-7,11-,0 Fire & Rescue East-624 7th St., Oregon City, OR 97045, (503) 657-136.5 Fire Flow and Hydrant Worksheet [his worksheet is raquired to be submitted to and approved by the Authority Having Jurisdicbon(AHJ) befcre any permits for new building construction, building expansion or fire hydrants will�e issued by any building department within the NF&R District See the instructions for assistance coropleting this form or call one of the above numbers. Preparer Information Preparer Name: Br@tt Arvl�sOn v Phone: 503_644 6842 Fax: 503 844 9731 Architvct I Engineer of Record: SP,GlK.urahashi �l Phone: 503.644-6642�-� Fax; 503-644-6E42 FGeneral Building Information Project Name: New Tigard Library Project Address; 13500 SW Hall Blvd. City:�Tinard County; Wa6hln toy n_ _ _� Zlp: 97223 Conetructle+n Type(s); [T—yie IV Heavy Timber or Type V One-hour Tntal Bldg Area: 28,000 sqR Total Fire Area: _ 28,000 bgft Bldg Fire Fluw: 3012]Gallons Per Minute Describe Fire Ares:(if more Mar,one fire atev,Include an a 112 x 11 or 11 i 17 d;ewinp IndicaUng tho various line areas) Bulldinq considered one fire area. Type of Occupancy or Use of Building: Pulbic Library 1 3VUJFIQ UH 4H hAA SUJ b44 N J1 1�UI'&II&6[11 do ASSOC-- lliC. QJUUl;003 k Single Occupancy Hazard (It using Item A, DO NOT use Item B) Al Ruilding Fire Flow 3012 GPM A2 Occupancy Factor lrrl A3 Required Fire Flow 3-0 1-21 GPAA is B. Multiple Occupancy Haazard lif using Item B, DO NOT use Item A) 81 Determine percent of each occupancy hazard In the fire area. Llaht Hazard , 28000 SF 28,000 SF 1.00 % Ordinaryazard Grp 1 0 SF 28,000 SF p % ry OrdinaHazard GT 2 _ 0 SF _28,000 SF 0 % Extra Hazard Grp_ 0 SF 28,000 SF_ 0 % Extra Hazard Grp 2 YO ;F 28,000 SF 0 `% Total Must equal 100% 100 °/C, B2 Calculate Fire Flow Light Hazard 77!! 00 % 3012 GPM 3012 GPM Ordinar,Hazard Gr 1 _ 0 % 3012 GPM 0 GPM_ Ordinary Hazard Gr�2_ 1.3 0 % M 3012 GPM 0 GPM Extra Hazard G 1 1,4 _ _0 % 3012 GPM 0 GPM Extra Hazard Grp 2 1.5^ 0 % 3012 GPM 0 GFM 133 Required Fire Flow 3012 GPT7 r., Calculate the Minimum Numbcrof Fire Hydrants Required Required Fire Flow 3012 GPM/ 1500 = E 2 �No. of Hydrants Required(Min of 2) D, Reduction of Fire Flow-Reductions are based on the following: D1 - Reduced by 25%for A Full Fire Alarm (multiply by.75) D2- Reduced by 50% for Automatic Sprinklers(multiply by.50) D3- Reduced by 75%for Central Station Supervised Automatic Sprinklers(multiply by .25) E. Reguirnd Fire Flow in Non-sprinklered or Sprinklered Suildinas F1. Fire Flow 3012 GPM x r 0.�� _ 1500 GPM(Max-3000-Min. tS09 m FILE NVY July 25, 2003 CITY OF TIGARD ;"V\� Bruc,:Barton OREGON SRG Partnership 621 SW Morrison, Suite 200 .� Portland,OR 97205 RE:NEW TIGARD L►BRARY Project Information Building Permit: BUP2003-00211 Construction Type: V-I I IR Tenant Name: Tiagrd Library Occupancy Type: A2.1/B Address: 13500 SW Hall Boulevard Occupant Load: 429/613 Area: 48,430 Sq Ft Stories: 2 Sprinkled: In-lieu of 1 hr construction Alarms: A2.1 req'd The plan review was performed under the State of Oregon Structural Specialty Code(OSSC) 1998 edition;the State of Oregon Mechanical Specialty Code(OMSC)2002 edition, and the Tualatin Valley Fire& Rescue Ordinance 99-01 (TVFR99-01) 1999 edition. 'rhe revised plans have been reviewed and the following information is required prior to the issuance of a Building Permit. 1. Sheets F2.1 & F2.2 indicate items in the rated corridor 125 such as book carts, copy machines, vending machines,mail and lockers. A rated corridor shall remain unobstructed per section 1004.3.4 OSSC.Relocate the items to another location outside of the corridor. Your response to the above comment from the June 5 plan review letter indicating that the code required corridor clear width will be maintained is not accepted. The Building Official has determined that having the equipment in the corridor creates a work room. Section 1004.3.4.4 OSSC states that corridors shall not be interrupted by intervening rooms. Further research into c.zde handbooks and commentaries clarifies the ir+ent of the code is not to send occupants through areas that could create disorientation in an emergency situation. We have also discussed the issue with Building Officials in Tri-county jurisdictions and believe our interpretation to be reasonable. You may appeal our interpretation to a local Board of Appeals or io the State of Oregon, Building Codes Division. If you want to pursue an appeal .et me know and we will issue the permit pending the rc;ults of the appeal. FYI The plan review comment from June 5 mentioned Sheet F2.2, but neglected to identify corridor 214.The ookcarts at the top of the stairs should be removed from the corridor. Respectf Neni 'fans Examiner 13125 SW Iloll Blvd., Tigard, OR 97223(503)639-4171 TDD(503)684-2772 -- --- — - FILE SPY SRG P A Il T N E R S hf I l.) ,uly 15,2003 Brian Blalock,Senior Plans Examiner Building Department City of Tigard 13125 SW Hall Blvd. Tigard,Oregon 97223 Subject: New Tigard Library Reference: Plan Review Comments 6/05/03 BUP2003-00211 Brian: rhe following is our item by itei..response to the Building Plan Revif:w Comments dated 6/05/03. GENERAL See attached TVF?Fire Flow and Hydrant Worksheet. See attached Building Survey Report.V' See attached Oregon Department of Energy Forms and worksheets stowing compliance,--" with Chapter 13 of the OSSC FIRE—and—LIFE SAFETY 1. "Erress gate from north courtyard should have panic hardware and be sized to accommodate the occupant load served." See attached adder3a no. 2 dated 6/12/03 including specifications for north courtyard fence/gate. 2."East currdor 125 exit doors E0.5 and E06 open to the book drop vehicle turnaround and will require the occupant to negotiate a curb. The exit is required to provide accessible access to the pubK way." oV See attached addenda no. 2 dated 6/12/03,refer to dr �ngatoG� L1.04. 0 currants leaving east end of the building that exit out Door E06 can now turn south end wa1TC a o concrete sidewalk to raised asphalt crosswalk or negotiate curb cut on southeast side of parking. Occupant leaving the east end of the building that exit out Doer E05 have a choice of using the raised asphalt crosswalk or the curb cut down to parking lot level. HEGEIvEL) JUL 14 2003 :,ITY OF TIGARD MR—DING DIVISION Brian Blalock July 15,2007 Page 2 of 4 3. "Sheets F2.1 and F2.2 indicate items in the rated corridor 125 such as book carts,copy machines, vending machines, mail and lockers. A rated corridor shall remain unobstructed per section 1004.3.4 OSSC. Relocate the items to another location outside of the corridor. Occupant loading at the west end of corridor 125 is 74 occupants x .2= 15"min.corridor exit i width required. "Minimum exit width required for corridors shall not be less than 44 inches. The required width of corridors shall be unobstructed." Required width of corridor 125 is a 1 ,�.f minimum of 44 inches. The provided width of corridor 125 that is unobstructed(clear p�ct,C dimension between mail and ven ling machine)is 48".The provided width of corridor 129 that 1 unobstructed(clear dimension between lockers and processing table)is 54". The provided width of corridor 126 that is unobs,ructed(clear dimension between wall and computer station table)is 54". See attached Revision drawing 1;k-09 4. "Bo:h Exits from the ecmmuniiy room travel through intervening rooms. Per section 1004.2.2, 1 of the ex,ts shall be through a rated corridor. The West wall of Pantry 102 shall be constructed as a rated corridor, See attached Revision Drawing RA-10 indicating the change to one-hots construction to the west wall of Pantry 102 and chane i;.g door 10""'to an 20-min. assembly. 5. "Details not provided for fire resistive construction throughout as required by the type of construction, V-IHR. Provide all details for I hour,fire-resistive construction unless the designer is planning to use sprinklers in lieu of fire resistive construction as permitted by section 508()SSC." The Construction type is determined to be Type V-I hour. The use of fire sprinklers will be used 1� in lieu of the I-hour rating. I hour Occupancy separation assembly is Feing used between the two different occupancies, see A0.1. See attached Revision drawing RA-11 with additional information to Building Code Summary. 6. "Provide construction details for the Occupancy Separation required at Boiler Room 128. The ceiling and the h stairs will be difficult to build and maintain the occupancy separation." V See attached Revision drawings RA-12,RA-13,RA-14 and RA-15 for construction details at Boiler Room 128. 7."The D(,or and Frame schedule is not co aplete. Proti ide a completed schedule including hardy,are groups." See attached Door and Frame Schedule,revision dated 6/12/03. See attached Addenda No, 2,dated 6/12/03. 8. "-Irovide Riser heights :or Stait to on detail 4/A7.2." See attached Revision- Jrawing RA-16 and RA-17. Brian Blalock July 15,2003 i` Page 3 of 4 9. "Handrail extension at the bottom of Stair#2, Detail 2/A7.1 does not indicate tread plus 12 inches. The extension appears to be adequ4te. A note as shown on 2/A7.2 would be beneficial." See attached revision drawing RA-17. 10, "Provide construction details for stairs." Stair#2 is bidder designed. Shop drawings will be distributed to City oP Tigard for review and D 6 ((�J for Stair#2. Detail 9/A7,2 can be used for design conceit for Stair#2. 11. "Chapter 29.Table 29-A,requires a lav?-tory for every water closet. Rooms 105, 137,and 229 are lacking in the required lavatories." A2.1 Occupancies: (Community Room)=2,980 sq. ft./ 15 square feet= 199 199/2=99. Using Appendix Chapter 29,Table A-29-A, Group A Assembly places: it indicates that r 14 water closets are required for female occupants in Room 105 and the corresponding Lavatories required are(1)one. We are providing two(2)lavatories for female occupants of Room 105, one more than required. Group B Occupancies: Women's 137 and 229. Using Appendix Chapter 29,Table A-29-A,Group B Ofrices or public buildings: it indich-s that(I;One Lavatory is required per(2)Two water closets We are providing(4) Four water closets and(3)Three Lavatories per restroom,(1)One more than required by Table A-29-A. STRUCTURAL See attached Structural Calculations See attached Revision drawings RA-18 for architectural detail at ceiling armature structural connection. Sincerely, Bruce C. Barton, AIA Project Archi'ect SRG PartnerFhip Inc. Brian Blalock July 15.2003 Iff W Page 4 of 4 Enclosure(s): Letter of Transmittal TVFR Fire Flow and Hydrant Worksheet Building Sur;ey Report Oregon Department of Energy Forms and Worksheets Addenda No. 2 w/%z size drawings (23sheets) Revision Drawings; RA-09 through RA-18 Structural Calculations cc: SOJ City of Tigard File COPYFILE8 134 _ < DI TECH. J II 5ERVICE5 II o _ II Wly _ VIII MEN gl_811 III _7 E17, G V" MAIL _ 55 5 I 51� LIN. FT. d? CORRIDOR VEND [LAMAIRFEGn — COMPACT © EL 5TOR GE i Th I I-—I—-I 1—4- MACH. diff�� L_L44 5Fl 9W-L I -- - W-411 ��2 OCG. I I REQUIREv I— I I CORRIDOR WIDTH a / BOILER ROOM t i EOV EXIT APTHa G��.i�I�C�i�� X25, 126�12q ARCHITECTURE PLANNING INTERIORS New Tigard Library Datee,2003 921 SW Morrison Street,SuIU 200 Portland,Oregon 97205 ,TI erdOregon 1 !01.222.1917 f'503.191.0212 9 9 R visions Drawing No SRC PARTNERSHIP INC 18 Job No. 22113 �� RA-09 21180 5F/ -1 \ c c 2 EX T5 R,EQUfRLD (a� `� 2 EXIT5 I .E ✓u �" c C MEETING c c c c ROOM a `� c c a c� aU a � c c cc (3, c � aha arc aa � lac c as LEGEND c c �2�n�a22a�2iw2a2a���Ra■ I HOUR FIRr RAIL-0 OCCUPANCY SEPARATION Zla A2.1 OCG. STAR M 5415F/ 300 - 2 OCC. 1 0 — NTRY a _ �- �� TIBULE OOR 102 d FRAME--- TO BE 20-MIN. 144 +00 CONSTRUCTION � o � Ifs STING VESTtULLE 150 <A 1AI-E 1/8' _ 1,_0„ ----- -_ ARCNITECfURE PLANNING INTERIORS New 'Tigard and Libra Date 021 0w Momison 5~,Dulls 200 29 June,2003 Pvtland,Onpon 97200 I Sal 2221911 r 502290272 Tigard, Oregon Revi9 ons f)tawing No SRG PARTNERSHIP INC 11; .)(41 No 2216 (�, RA-10 BU i LD i NG C.,aDE SUMMARY REQUIREMENT5 BY OCCUPANCY OCCUPANCY GROUP A-2.1 B CONSTRUCTION TYPE V-IHR \/-IHR 3PEGIALTY CODE (1990) SLIDE (IgqX) HEiGHT (Table 5-6) X (IgqX) ALLOWABLE HEIGHT 2 5 )DE (IgqX) ACTUAL HEIGHT 1 2 FLOOR AP.EA BA51C ALL60ABLE AREA (sf) 10,500 14,000 required MULTI-STORY INCREASE 21,000 20,000 SPRINKLER INCREASE NOT USED NOT U5ED ON SEPARATION ON 4 SIDES 1005 10096 TOTALS ALLOWABLE FLOOR AREA (sf) 42,000 56,000 LAYi MIXED OGGUPANCILC ' CALCULATION ON b ACTUAL FLOOR AREA (sf) 3,400 45,030 10 -1 RATIO (ACTUAL/ALLOWABLE) 0.001 0.004 TOT i77BED 0.8,55 20 - ----- _ Iq_ 040 FIRE SPSUBSTITUTIOCONSTRUCTI BUILDING G©DE SUMMARY 621 SW ECrURFiso PUNNING INTERIORS New Tigard Library 26 June,2003 !71!W Morrison ShMt,SuM#700 Portland,Orogor 91705 1 SO).7771917 F 5072940777 Tigard, Oregon Rev,Orma 17IwmrlI No 99 n RA-11 1S RG PARTNERSHIP IN( f► ,Job No 2216 OFFICE SOFFIT BEYOND \ I 5 �\ I STAIR A9.10 i 1 1 t% 1` \ WRAPPED COLUMN --- BEYOND PER UL DETAIL NO. X516 BOILER 7 ' CONCRETE -- ----BOOH — -; FILLED METAL PAN STAIR, 1 BIDDER A-14 \ DESIGN 3 -lam HANr'RAIL d STAIR ONE-HOUR WALL I BEYOND CON5TRUCTION <�1T'. BD WALL. ----� --{-----'� 0 NGY RATION - E301LER ROOM 12V' Z)TAIR 2 ARCHITECTURE PUNNING INTEMOR9 New Tigard Library Dat26 eune,Zone 921 9W MortUon 9trw1.9ulty 21b Penland,Onpen 97201 Tigard,Oregon T 5077221911 F 10779)11772 9ROVI;HH15 Drawm(t1 No SRG PARTNERSHIP INC Job No 2216 Z/ RA-12 I NALL TYPE I �r I I HR. GYP BD. — I � GONSTRU<,TI ON OVER 5TIAR LANDING I d - SUPPORT PER UL DESIGN NO, N501 I __ I I iy WRAPPED COLUMN—� I ---- -- BEYOND I I I STAIR SUPPORT — I I BIDDER DESIGN I I - 31'1" CONCRETE OVER I I 2" METAL PAN ?TAIR I I LANDING PER UI_ DESIGN NO. D102 ! I I I (�- COLUMN AND -- -I---- ! LANDING SIDE I I SUPPORT CHANNEL I I I I I ��S TLT 2ETNL @ LANPING SUPPORT A-11 1/2" = 1'-0" ARCHITECTURE PUNNING INTERIORS New Tigard Library �.. pate er SW Momson Stn.I,S,,Iu 200 26 June,2003 Por"and,O,"an 97201 T 5072221917 F S03M0277 Tigard,Oregon Revisions Drawing No SC2G PARTNERSHIP INC WWi„IIN;, 2216 RA-13 L_ � MTL STAIR LANDING -- -- EUPPORT5 ABOVE � I I I � LINE OF GYP ENGL05URE- AE30VE I I I I I I 10" 50. TUBE 5TL COL. 3 LAYER5 4/e" GYPSUM BOARD PER UL DE516N NO. )C516 - MTL. GORNER BEAD5 all - -- -- LINE 0'" GYP I_NGLOSURE - --- ----- ABOVE PLAN PETAIL @ GQLUMN 1 �7 A-14 SCALE: 1 1/2" = 1'-0" ARCNIM TURF P"NNIAO INTUVORS New Tigard Libra Da'A e:+sw Mormon SV«I,swe,200 9 Library 26 June,2003 Po'":"l Creon 97205 T 5002771911 1 5072940777 Tigard, Oregon Revisions Drawing No lign• RA-14 SRC PARTNERSHIP' INC' fl►. .lob No 2216 n l � 1 n �-�------------�a---=�' MoD GnNG. I-ILLED METAL -- 5TAIR LANDING AND SUPPORT' BEYOND 21 " C,-H MTL STUDS \ 24" O.G. I" GYPSUM 5HAl`T LINER PANEL %,, GYPSUM BD --- 5TAIR STRIN6ER - ---� UL DESIGN NO. U4t5 - _-- SEGTION DETAIL BEL0YN aTAIR STRINGER. -1y 5GALE 1 1/,2" = 1'-O" ARCl/ITECIIIRI PLANNING INTERIOW New Tigard Library V1 9W Mortl.un sh.1 sull.M 26 June,2003 Partl.nd,Onpnn 97205 f 50]722191'F 5052910272 Tigard,Oregon Revisilnls f7rtwinq Nc SRG PARTNERSHIP INC 102. 1-,r,N1, 2216 n RA-15 ( I I i � O I tV I — � J ,I tII I I COPV F-IOOR ---- HARDWOOD BASE TO - — STAIR 5TL. STAIR 5TRIN6P"R i IN WALL CAVITY `r I � � _ __ _LANDING II 1 1 � \ (V 1n l PER PLA,, LANAIN6-! ,�_ TYR -�- - � ---- _ ma •o r FIRST FLOOR i- 1 P. I TIONp�Al� SEGTI�N JTAIR R15ER5 _.!6 SCALE: ? 1/2" _ 1,-0„ REV15IV4 TO SHEET A7.2 �- ARCHITECTURE PUNNING INTERIORS D31A New Tigard library 26 June,200 821 SW Monition Sn� tl,Salta 200 PortlsM.Omrn 97205 T SU7.221Ili?i.503244n777 ` Tigard,Oregon R9V191on9 hewing N,t SRG PARTNERSHIP INC fW Int,No 2216 Q RA-16 4 A7.1 IQ � CORRIDOR 12'- V-6" CLR H015TWAY 4'-IOl'�" -- VERIFY 5TA 1'-0" aa �—LADDER7A - A 24" x 24" SUMP PiT ELEV. 5 v 3 A7.1 ---- /� LINE OF 5TAIR5 ABOVE ELEV. ---- — a MACH. � ,)HANORAIL EXTENSION I�MEN51ON5 SGAL-E! 11411 = 1'-O" ARCHITECTURE NANNING INTFRIORs New Tigard Library DatJune,��03 571 sW Morrison shod.sulb 700 26 Rorl nd,Oregon 57705 Tigard,JCe OIl T 5011 77f 1917 E Ml M 0777 9 g Revisions Drawing No RA L-SRG PARTNERSHIP INC Job No 2216 -17 UNI5TRU"i ANGULAR — FITTING F1546 )'2" HEL71 KBIT N EMBED, TYP. TO DECK !_ 14'-2" 4 x 4 xY4" 5TL— AN6LE •, 0 0 r NO. 2 CLEVIS N Ya2" N PIN TYP. %" x I" HEX HEAD --- GAP SCREW TYP. II II UN15TRUT PIOOOT --- II II STIFFENER TYP. I> II II II II (p ROD, TYP. ' II II CRADLE CLIP TYP. II (6) LOCATIONS I Il UN I STRUT ANGLLAR -- I F:77ING PIIS6 TYP. II II ° II II II II f it II / Fi OOO TYP ---- —-- I I I I II I; II II V x I" HEX HEAD CAP 56REW TYP. CEILING —_---- -- ---- ---- ---- --- SE�E RGP FOR ELEV. — SLEEVE NUT TACK WELD TO ROD AFTER INSTALLATION TYP. - + g�3 AFF - -- --j-�--- + 4_7 j_ �8 / A9.6 U `� �EGTIc�N - GEILING ARMATURE 5TRUGT. GONN. 1}2A-18 SCALE 1 1'2" = 1'-O' \ REV151ON TO SHEET A1.5 ARCHITECIURE PLANNING INTF.RI14118 New Tigard Library Date 921 ew Y°r.l.°n str..t.snug 2t10 17 June,2003 Portland,Onpon 97205 T 5012721217 r 5012940272 Tigard,Oregon Rewy m-, Drawinu Ni, kcn /C\SRG PARTNERSHIP INC fL4 ,1:,hNn 2216 RA-1 8 ELLE COPS' June 5, 2003 Timothy Evans SRG Partnership 621 SW Morrison, Suite 200 Portland, OR 97205 RF;: NFW 'TIGARD LIBRARY Project_Intbrmation Building Permit: BI1P2003-0021 1 Construction Type: V-111R "Tenant Name: Tiagrd library Occupancy 'type: A2.1/B Address: i S00 SW Hall Boulevard Occupant '..oad: 429/613 ArL r: 48,430 Sq Ft Stories: 2 Sprinkled: NA Alarms: A2.1 req"d The plan review was performed under the State of Oregon Structural Specialty Code(OSSC) 1998 edition,the State of Oregon Mechanical Specialty Code (OMSC) 2002 edition, and the Tualatin Valley Fire& Rescue Ordinance 99-01 (TVFR99-01) 1999 edition. 'the submi0ed plans have been reviewed and the following information is required prior to the issuance of a Building Permit. GENERAL, • A Mechanical Permit Application was not submitted, therefore the Mechanical system has not been reviewed, lfa review is desired at this point, submit a Mechanical Permit Application. • A Bailer ^^rmit will be required from the State of Oregon, Building Code, Division. Contact number 503-373-1219. • An F,levator Permit will be required from the State of Oregon, 1 161ding COLICS Division. Contact number 503-378-3866 • ( omplete and return the e,iclosed Tualatin Valley Fire & Rescue "FIRE. FLOW and IIVDR,ANT WORKSHEET" and the "13111LDING SURVEY REPORT". • Provide Oregon Department of Energy forms and worksheets for compliance with Chapter 13 ofthe OSSC • INDICATE DEFERRED SUBMITTALS ON THII COVER SIIF ET. WA STRUCTURAL I. The W16 r. 36 on gridline D.2 at the community roam. Clarify the support for the ends ofthe beam and how it connects to the masonry. Footings ifs supported by columns. 2. Deep beam masonry lintels appear on detail 2/A3.4 and detail 1/A3.5. Provide calculations and construction &tails for deep beams including reinforcing and stirrups fur horizontal shear. 3. Clarify support ofthe masonry above the opening in the Northeast corner ofthe Community Room Detail I I/S7.1 does not provide any details for lintels. The details should include masonry and veneer support. 4. The structural design and calculations submitted for the project only provide the desit•n fo•the st-uctural frame and foundation. Provide calculations and details for the :-ernainder of the project. Designs fbr details like 18/A8.5 have complex loads that need to be supported by calculations including weld lengths. The items needing details and ;Structural design arc-, • Metal stud curtain walls, including metal stud headers supporting veneer and the attachment ofthe curtain walls to the structural frame. Slip connections dc not provide vertical support. • Masonry veneer lintels and the attachment to the metal studs. • Canopies at lobby 109 entrances(North & South). • Window walls and their attachments to the structure including angle iron used fbr support. • %ertical and seismic Ibr the support ofthe Armature. Sheet A9.6 5. Review the plans for details that have been referenced that do not exist. For example 5/A8.8 as referenced on sheet A2.1 & A3.4, doesn't exist. Another example, 5/A3.5 as referenced on sheet A2.1 Also some babble notes still have an x or 0. Fxample is at Grid 1? intersecting grid I on sheet A2.I. Revise details to refF-r to appropriate and actual details. When submitting revised drawings or additional infbrmation, please attach a copy ofthe enclosed Cit}, of Tigard, better of Trangmittai. The letter oftransmittal assists the City of Tigard in tracking and processing the documents. Respectfully, Brian Blalock. ' Senior flans Examiner FIRE-and LIFE-SAFETY I. The gate providing egress from the North Courtyard should have panic hardware and shall be sized to accommodate the occupant load served. Exit width calculations will require 2-3' gates. 2. The lust corridor 125 exit doors FOB & FO6 open to the book drop vehicle turnaround and will require the occupant to negotiate a curb. The exit is required to provide accessible access to the public way. 3. Sheets F2.1 & F2.2 indicate items in the rated corridor 125 such as book carts, copy machines, vending machines, mail and lockers. A rated corridor shall remain unobstructed per section 1004.3.4 OSSC. Relocate the items to another location outside ol'thc corridor. 4. :doth exits from the community room travel through intervening rooms. Per section 10111.2.2 l of the exits shall be through a rated corridor. The West wall ol'Pantry 102 shall bL constructed as a rated corridor. 5. Details have not been provided for fire resistive construction throughout as required by the type of construction, V-1 HR, chosen by the designer. Provide all details for 1 hour, (i.e-resistive construction unless the designer is planning to use sprinklers in lieu of fire resistive construction as permitted by section 508 OSSC. If the designer is planning to use section 508 it should be indicated on plan sheet A0.1 under the code summary. 6. Provide construction details ibr the Occupancy Separation required at Boiler room 128. The ceiling and the stairs will he difficult to build and maintain the occupancy separation. 7. The door and frame schedule is not complete and the same schedule was printed twice. Provide a completed schedule including hardware groups and the remaining, doors after door 143 that do not appear on the schedule. 8. Provide riser heights fior Stair #I on detail 4/A7.2. 9. I landrail extension at the 1xwttom of Stair #2, detail 2/A7.1 does not indicate tread plus 1:' inches. The extension appears to be adequate. A note as shown on 2/A7.2 would he heneficial. 10. Provide construction details for stairs. 11. Chapter 29, Table 29-A, requires a lavatory fir every water closet. Rooms 105, 137, & 229 are lacking in the required lavatories. F� FILE COPY Consulting Engineer RECEIVED May 19, 2003 MAY 1 'r 1003 CITY OF TIGARD BUILDING DIVISION Mr. Skip Stanaway SRG Partnership 621 SW Morrison Suite 200 Portland, OR 97205 RE: The New Tigard Library Dear Skip: Attached please find calculations, sheets L1 through A108, dated May 19, 2003, which verify the structural adequacy of the New Tigard Library, as shown on drawings S0.1 through S7.1, dated May 19, 2003. Design is based on the requirements of the 1998 Oregon Structural Specialty Code, based on the 1997 Uniform Building Code. If you have any questions or need further information, please call me. Sincerely, John T. Mayer, P.E. JTMljkd 2023221ca1c letter-05-19 03 dor ExPT14.17 1 3l- D 11 S W Filth Avenue, Suite 1500 Portland OR 97204-3618 (503) 217-3151 Far (503) 227-7980 leellle ottlllRl son Frentitto Lee Angel#e Orrin* g00 01010 oke/All McLeae UTY OF TIGARD BUILDING PERMIT PERMIT #: BUP2.003-00607 DEVELOPMENT SERVICES DATE ISSUED: 2/23/04 13125 SW Hall Blvd., Tiqard, OR 97223 (503) 639-4171 PARCEL: 2S102DD-00100 SITE ADDRESS: 13500 SW HALL BLVD SUBDIVISION: EDGEWOOD ZONING: R-12 BLOCK: LOT: 001 JURISDICTION: TIG REISSUE: FLOOR AREAS EXTERIOR WALL CONSTRUCTION CLASS OF WORK: FPS FIRST: sf N: S: E: W: TYPE OF USE: COM SECOND. sf PROJECT OPENINGS? TYPE OF CONST: 5-1 HR sf N: S: E: W: OCCUPANCY GRP: A2.1 TOTAL AREA: 0 sf ROOF CONST: FIRE RET? OCCUPANCY LOAD: BASEMENT: sf AREA SEP. RATED: STOR: HT: ft GARAGE: sf OCCU SEP. RATED: BSMT?: MEZZ?: READ SETBACKS REQUIRED _ FLOOR LOAD: psf LEFT: ft RGHT: ft FIR SPKL: Y SMOK DET: DWELLING UNITS: FRNT: ft REAR: ft FIR ALRM : HNDICP ACC: BEDRMS: BATHS: IMP SURFACE: PRO CORR: PARKING: VALUE: $ 54,071.00 Remarks: Fire protection. Owner: Contractor: CITY OF TIGARD MCKINSTRY COMPANY 13125 SW HA,I-L PI-VD 5400 NE COLUMBIA BLVD TIGARD, OR 97223 PORTLAND, OR 97218 Phone: 503-639-4171 Phone: 331-0234 Reg #: MET 0o0g0p011179 FEES LIC REQUIRED INSPECTIONS Description Date Amount Sprinkler inspection [IiU[LDJ Ptrnut fee 10/8/03 $498.15 Sprinkler inspection Sprinkler inspection TAX] 8"'o State lax 10/8/03 $,39.85 Sprinkler inspection [FLS] FLS 1'ln Rv 10/8/03 $199.26 Sprinkler inspection [BUILD] Investigation Ft 2/23/04 $498.15 Sprinkler Rough-In Total $1,235.41 Sprinkler Rough-In Sprinkler Ffinal Phis permit is issued subject to the regulations contained in the Tigard Municipal Cade, State of OR. Specialty Codes and all other applicable law. All work will be done in accordance with approved plans. This permit will expire if work is riot started within 180 days of issuance, or if work is suspended for more than 180 days. ATTENTION. Oregon law requires you to follow the rules adopted by the Oregon Utility Notification Center. Those rules dre set forth in OAR 952-001-0010 through OAR 952-001-0100. You may obtain a copy of these rules or direct questions to OUNC by calling (503) 246-6699 or 1-800-332-2344. Issued by: 1. I kc I �r CCF "-.f Pe nL It tee Signature /� C�► t.. �� �c -- --- -- Call 639-4175 by 7 p.m for an inspection the next business day SW NAI.-L vW/t�abti j p r.J�G ice ' - P 0 C 2 -! -0 S Bwlding Permit Application City of Tigard D '-'e � Permit no.: no.: Expire date:City of Tigard Address: 13125 SW Hall Blvd,Tigard,OR 97223 — Phone: (503) 639-4171 Date issued: By: Receipt no.: Fax: (503) 598-1960 Case file no.: Payment type: Land use approval: _ _ 1&2 family:simple Complex: TYPE 0i' PERNIfi- ❑ 1 &2 family dwelling or accessory Commercialhadustrial ❑ Multi-family xNew construction ❑Demolition 0 Addition/alteration/replacement ❑Tenant impnrvorncnt e(Lire sprinkler/alarnc ❑Other: _ 1 Job address: s7'cc�) ^L, - Bldg.no.: Suite no.: _ Lot: Block: Subdivision: —.-- Tax map/tax lot/account no.: Project name: I6 U c _ ------ Description and location of work on premises/special conditions: Tile ,-3P(1' j.l 7�-'c-A- l5(9 t L-}>IM1—Z� S t-C�" Civ T--,e r=-- , -- —�_ Name: Cot o IE, . Mailing address: -, V5 SW HaL-1 64_vf31 &2 family dwelling: City: I i nNID JState:c�L ZIP: 7ZZ?5 Valuation of work........................................ $ �� -- Phone: (,� -q 17 Fax: E-mail: No.of bedrooms/baths................................. ✓ Owner's representative,: _ Total number of floors................................. i one: Fax: E New dwelling area(sq.ft.) -mail: T .......................... Garage/carport area(sq. ft.1. ....................... —! _ Name: _�I- (J 4�L roc4- Cove•.ed porch arta(sq.ft.) ......................... _ Mailing address: 5t40Q NC (el.L)M (A lJQ _ Deck area(sq.ft.) ........................................ Cit 7 Z I Other structure area(sq. ft.)......................... City: �(l"f St6l E-mail: (-omrrrercial/indu9trial/multi-family: . Phone: . q�3 Fax:3'S I,t',�101e E : Y' Valuation of work........................................ $ O-7 i Business name: tIL�rrsy � � Existing bldg.area(sq. ft.) .......................... Address: '' oL) E ersu'M _Fx�JIa New bldg.arca(sq. ft.) ................................ — 1 y� City: t7 Stater zip: 1-/7"1 Nun K of stories.... ................................... Z Phone: ' d2� Fax:331, E-mail:.)Mr t- M N Typeodf construction.................................... cup�ncy gror,c(s): Existing: CCB no.: -LZ-_' yo�i6� — New: A'Z- 1 City/metrolic.no.: _ �C 1 _ r) ; 77- Notice:All contractors and subcontractors are required to be licensed with the Oregon Construction Contractors Board under Name: provisions of ORS 701 and may be required to be licensed in the Address: v —�— jurisdiction where work is being performed. If the applicant is City: State: exempt from licensing,the following reason applies: Contact person: — Phone: I E-mail: -- — Name: 1contact portion: _ Fees due upon application ........................... S Address: Date received: City: ��State: ZIP: Amount received ......... ... $ Phone: rF^x: E-mail: Please refer to fee schedule. I hereby certify I have read and examined this application and the Na all junsdktloni accept credit cent,please cull jurisdiction for rem.-mforrrtetion attached checklist.All provisions of laws and ordinances governing this ❑visa ❑MasterCard work will be Complied with,whether specified herein or not. t'redit card ntlmher f Aplle6 Authorized sigrtature:_ _ _ Date: _. _ Nemr of cardholder net shown rm credit card Print name: $ -- Cudholder signature - TAmount Notice:This permit applical ion expires if a permit is not obtained within 180 days atter it has been accepted as complete. 4404613(tsoorcOM) —7, D �. Fire Protection Permit Check List _A. New ❑ Addition ❑ Alteration ❑ Repair__ B.) Modification to s nnkler heads_ ons Describe work to 1. 1-10 heads� N plan er view ref uired be done: 2. 11 Y heads: Plan review required. Number of sprinkler heads:,`�x'G Additional description of work: Nc ej r-i,tt s /k)eLvX�1 i (, rN c,�x�tfZo .n nI2yi,,,. 43t.�,u p��61 U S -v ClL'T SIDE IM of System (Complete A, B or C as applicable __ A.) Sprinkler Wet V. Dr Standpipes Additional Hazard Group L��,H ��Acry Information Density Design Area _ K. Factor Sv inkier Project Valuation: $ ago Type I - Hood Fire Suppression System_ — Hood Pro ect Valuation $ �;.)_Fire Alarm Submittal shall Battery^Calculations Yes ❑ _ Include: Individual Component Yes �❑-�— � ` — __ Cut Sheets__ Fire Alarm Project Valuation: _ T — I Project Valuation Subtotal A, B 8 C): $ — Permlt fee based on valuation (see charts $ 8% State Surcharge: $ —FLS Plan Review 40% of Permit: $ -- ---- TOTAL: ----- Plan review requires a completed application and 3 sets of plans at subrnittal. Plan review fees are required at submittal. "New" firF- protection systems require that plans bear the original seal of an Oregon licensed fire suppression engineer, or NICET level "3" technicians. I:\dsts\forms\FPSchecklist.d%x: 11/21101 CITY OF TIGARD 24-Hour BUILDING Inspection Line: (503)639-4175 MST _ INSPECTION DIVISION Business Line: (503)639-4171 -- BUP _ _ 2 -62 Received L2 • Date Req ested_1 `- / AM.__ _PM. BUP Location ___ /I -Suite MEC Contact Person Ph(-11 V 2 �� 3 f C�d� PLM Contractor— ___ —_ Ph( ) SWR — BUILDING Tenant/Owner ____— ELC � Footing Foundation Access: Access: Fig Drain ELR _.__.. Crawl Drain Slab Inspection Notes: SIT Post& Beam Shear Anchors -- Ext Sheath/Shear Int Sheath/Shear _ --- Framing --- Insulation Drywall Nailing ------.- - { _ ----- --- - Firewall \ , Fire Sprinkler ._..._____.-._._._ Fire Alarm Susp'd Ceiling - ---- Roof Other: --__ - Final -------..__ _ _PASS PART FAIL --------._T _�-_-- - --------- _ .�. PLUMBING Post& Beam Under Slab --- ------ ---- ---- --- --- — - Rough-In Water Service ---- -------- -.______..__--_ _ Sanitary Sewer Rain Drains __ - - ---------- ------ ---- - - - - --- Catch basin/Manhole Storni Drain - - ----- - --------- ----._._-- ----- -- Shower Pan Other: --- F anal PASS PART FAIL — MECHANICAL__ Post& Beam - Rough-In ----- Gas Line Smoke Dampers -- ---------- -- --- -- --- Final ;SASS PART_ FALL - _- .- ------ ------ _-- --------- - ---- - ELECTRICAL Service Rough-In UG/Slab Low Voltage -- --- - -- - - - ---- .-._- -1�1--- _ larm 1 Reinspection fee of$ required before next inspection. Pay a+City Hall, 13125 SW Hall Blvd. .. PART FAIL _—. -_ Please call for reinspection RE:_ - -_ ___.-._ _�(� Unable to inspect -no access Fire Supply Line - l < 1!� ADA Date L ._ '� Ins a ., Jaz-'-•'f-Ext Appros-h/Sidewalk -- P r - -t Other: Final DO NOT REMOVE this Inspection record from the job site. PASS PART FAIL CITY OF T'IGARD ELECTRICAL PERMIT PERMIT#: ELC200400017 DEVELOPMENT SERVICES PATE ISSUED: 1/15/04 13125 SN Hall Blvd.,Tiqard, OR :7223 (503) +,39-4171 PARCEL: 2S102OD-00100 SI fE ADDRESS: SW NO ADDRESS 1 1,_'� -'C- `a Li,' ��A � �— SUBDIVISION: EDGEWOOD TONING: R-12 BLOCK: LOT : 001 JURISDICTION: TIG Project Description: JOB NO 938 Underground Power Supply(goes into "':.chic vault in Iront of tra tsformer per PGE) RESIDENTIAL UNIT TEMP SR`✓C/FEEDERS MISCELLANEOUS 1000 SF OR LESS: 0 - 200 amp: PUMP/IRRIGATION: EACH ADD'L 500SF: 201 - 400 amp: SIGN/OUT LINE LTG: LIMITED ENERGY: 401 - 600 amp: SIGNAL/PANEL: MANF HM/SVC/FDR: 601+amps-1000 volts: MINOR LABEL (10): SERVICEIFF.EDER BRANCH CIRCUITS ADD'L INSPECTIONS 0 200 amp: 1 W/SERVICE OR FEEDER: PER INSPECTION. 201 - 400 amp: 1st W/O SRVC OR FDR• PER HOUR: 401 - 600 amp: EA ADD'L BRNCH CIRC: IN PLANT: 601 - 1000 amp: _ _ _ PLAN REVIEW SECTION 1000+ amp/volt: >=4 RES IJNI1 S: ^ >600 VOLT NOMINAL: — Reconnect on-�_ SVC/FDR—225 AMPS: _ CLASS AREA/SPEC OCC: Owner: Contractor: CITY OF 11GARD LIBRARY EMPIRE ELECTRIC COMPANY 13500 SW HALL BLVD 2014 SE 9TH AVE TIGARD,OR 97223 PORTLAND,OR 97214 Phone: Phone: 503-777-31G8 Reg #: LIC 14 7 7127 -- — ELF 3-521C FEES _ _ SLIP 31925 Description Date Amount Required Inspections I I.PKM'I-j ELC I'crnut —1 1; ud bGG)885 — -- — —� 11.\)R""State Surchart-c I I� n.t Elect'I Service Elecl'I Final Total $72,20 This Permit is issued subject to the regulations contained in the Tigard Municipal Code,State of OR Specialty Codes and all other appl cable laws. All work will be done in accordance with approved plans. This permit willexpire if work is not started within 180 days cd issuance,or H work is suspended for more than 180 days. ATTENTION OiNon law requires you to follow rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-001 0010 Through OAR 952-001-0100. You may ohtain copies of these rules or direct questions to OUNC at(503)246-6699 or 1-800-332-2344. Issued By: Permit Signatu—: , OWNER INSTALLATION ONLY _ _- 1lir� installation is being made on property I own which is not intended for sale, lease, or rent. OWNER'S SIGNATURE: _ --_ DATE:_ CONTRACTOR INSTALLATION ONLY SIGNATURE. OF SUPR. ELEC'N: —_ DATE:—.._ _ I-IC:ENSE NO: ------_--- – ---- - ----- -- Call 639-4175 by 7:00pm for an inspection the next business day 1 -15-204. 9: 15AM FROM EMPIRE ELECTRIC CO 1 503 777 4152 P_ U1'14"2001 lP :)"L F•'AX 50351141960 Cl•1'Y OF TNARD 10JI)I):! Electrical Permit Apyl>icatton M__1 I City of Tigard Received Dudnj: I j 125 SW!W1 Blvd„Tigard,OR 97223 Pler,ernPenni: e I+ •/ Phone: 503.639.4171 Fax 503 598 1960 pscc gy Other Prmm,. Inspection Line. 303.639.4175 ja,r netdy.'By' lunr p Sze►a;si i,:- tnlemet: WWW ci tigard or us Nal.Gcd/MctLod _ S!nIcmental Inform�tiun PLAN REVIEW - - - --- Nc�s consrnlaion [3 Addihorvalteradon/replaccu:'.Tlt Picase check all that apply: ❑UemohOon [a ether: [35envee over 723 strip&,cmrnn'l [)Hazardous Iocahon 98etviee over 320 amps-rating ❑8uildng over 10.000 sq.f;.. 00dCOORy OP.CONSTRUCTION' of I-and 2-f3mily dwttlinp 4 or rrv)rc nta'residential 0 1•and 2-family dwelling M Comiurcialrindustrial ,Accclsury building Usystttm ovar 600 volts norninal units in one s,ucturs ❑Muln-farnll _Q Othcr. C38uilding over three stories OFceden.Iuu at.•Ps or more .. ❑Master builder �.____ QAa:upant load Duet 99 peeons QManufactured struch,ra Or ! - �.'IISp'a IIVFgNlvl ra4,>y y►t ,'�r,�Ai�t�lyp�,i I' ❑Elpessni8htmg plan RV"fit ❑Htalth-orc facility ❑Others - lob no. 938 13� r'' Hall 21_y J00 .2�. - Subtrtft 7�seta orplans with any of the about Clty/StaWZrp: Tigard, OR The aWve are not applicable to temporary consnuchnn serviLe. Suiteibttig/apt.no Pro)txtname --� I,"i,ai�i � ! i'E66*,!S.04 VLF; .. -- - Cross strw/dlrecttons to job site. S,,f t1f1 17 H_I vt q ' IVav raaidtntipl angle o►ttwlti-finely dwelling unit. --_.--- — -.. R Q.MsiLli_. includes anachtvl�nr:Ef.-� 1,000 sq ft or less 145 f S _ 4 Subdivision Lot no. Ida add'I 500 sqft or portion 33 do 1 Tai r.p/parcel no -- - - -- - Limited energy.res',dar tial -- 75.00 2 .tanned anergy,non-rc,ldcntiel 73.00 2 DESCRagr ][614 191; WORK Fiaelr rhtnuhcturad or mtxfular --- _ _dwt{lin .service and/or Fredet 90 90 1 l)nderground Power Supply fur Cable ConrleGt�)rl5erviresorteadaninstaflatioa.aitertllon,aaWorralneation 100 amps or less 80.3D1 ! 2.U1 an s to 400 an s IgG Its - a'Ii"fPll�K'CFER Q TEHAIVT - -- --- -- -- - 401 amps to 600 arms 160.60 2- Nam : 601 asps to+•nu_n ernes 710 60 1 Address. - ---� --'—- - --- t)va�IT00n amps or vufts 454.65 - t Reconnect unly _ 1 46 Its 1 City/5tatdZrn Tamporary sttr+lttn or Mden Inatallatlan,altcratioa,sad or rrloatbn Phone. r1 200 amps m less GG.es ,4 }j Ow uer ioauilatlaa:This _tnstalteuon is beio8 node on innperty that 1 own which is not 201 anrps to 400 ar,gta 100.30 2 intended for sole,leme,rent,or exchangr,according to ORS 447,449,670,and 701 401 amps to 600 amps _ 11)75 F--� Owner signature _ _ Date Branch circuth-new,altaratlon•or aahnalan,per panel A Fee for branch ciscuits with t�-- srrncc or teedtr tee,each ti.63 2 ! Dusrneac name: i=inpi re Electric Go. branch circuit _ 1 ' J - B Fee!or branch circuits Contact name 8]ake Landon wirhoarservice or fordo fee. 46.65 ? ' -- - �'-- -- qct Wanch tawit Addraat: 2014 SF '�3:1]..AaL�.r ---------- Each ad 1 brat,rh circuit - 6 65 City/Sate/ZIP. Portland, OR 97214 mlxc,llanaous(LcrviceorUradarmuttnttuded —r_ crce Phone 153.10 7- A I2 Iip or outline 53.40 2 E-mail. Signal circuir;s)or htrrited- - cnct6y panel,alteration.or e,ctensivr,.Descrttro Page 2 2 Dusinerits niii:36:11 Empire Electric f�n. L_L_L F.aca additioual Nu w over it lawabla In any orthc abvvr Address 20-14 5.E 9th ve. ---- ; rr a,epection 62 so C1triState/LIP: Portland, OR 97214 lea.esti hon rer how(I lir nutq 67 50 Phone:1503 ) _777-3108 rut(503) 777-4152 tl indusmal plant prr ht�u• � _ 1 � 13.75 1 �RICAL'tP1B,p"T, 1atC8,•� �Itt6b CCD Lic Elecuual Lie. 521 Q Supry (�. Jl1O I Subtotal 1� 51 supt•r Eleetriclrm signttYro.requued: /� �' - -Plan f"lrW(23y ofpennit rw) ` State sumharte IRS;,of pe"nit fee) Ptintnanw. David Manwi ller _ late: 1/14/04 — ----- - +----- TOTAI PF.RMI"I'FEE Authorized si,iatrur Ttr..y:.rmP•pptkadw e.p,rm J a yarmlt It rant abLiard.ddo 11U -- d-"aRrr It bee been accepted a,constileit Print nacre — Date' Fre mnhudolcty W bl Tri Counb Puild.na endue ry Sentry 6-nrti ir_ _..___— -- _ ••NWnbrr or taapKnne.n.r prnrdt■lIq re ,V1udalralHttlWPl l:.►nm.Ulyp Jet iLbt YOJItIitINPLCOrNM'Eti Letter of Hoffman Construction Co. of Oregon Transmittal Date: 11 Sep 03 Client: City of Tigard From: Dirk Koopman Project Name Tigard Library Project Project No 2130 Location 13500 SW Hall Blvd., Tigard, OR 97223 HCCo/Owner/A&E DISTRIBUTION T=Transmittal Only X = Entire Package Torn StE!n 7j Charlie Bahlman - (scm Margaret Barnes- (C.O.T.) Eric H.I. Hoffman - 1/2 size 1-1 Bruce Barton -(SRG) Gus Duenas (C.O T) -Dan Van Brabant 1/2 size I� KPFF - (John Mayer) U Gary Lam Dirk Koopman - 1/2 size PAE (Dennis Bohn) 214 _rrF;_1 P`Mv E] F-] PAE- (Nick Collins) Routing Lrl CJ Kurahashi_(Brett A vidson) �x Post FO LJ Greenworks-(Brian Wethington) (]x File-FO SUBCONTRACTOR/VENDORS F O F O F O r Apex Environ - (Brad Kelsay) Highridge Corp.- (Rocky) W R2M2- (Mark Sorenson) Artek (Craig Robinson) LEl Hoffman Structures - (Jerf Goertzen)= REFA- (Tom Bensrhoter) Bell Hardware- (Dave Rogers) Jacobsen &Co. Robert Lloyd S M -(Art Bennett) r Bovero Tile& Marble-/ rer, g) JL Y -(Jersey Mark Gerber) S E I Northwest- (Tracy Miller) l� l� Bromley - (Fred Bromley) McKinstry Co. - (Jeff Menor) Snyder Roofing- (Scott King) mCarlson resting - (Doug Leach) L"L_1 Ming Surveyors- (Ron Zalinski) Stre!mer Sheet Met,31 - (Tanya Zelen) Dupont Flooring Mtn ViaFs- (Tim Sullivan) W A Fotting- (Libby MeV-) x x EC Electric- (Riche Grabill) National Door- (Art Nichols) West Coast Dralers- (Neil Brown) Farwest Steel - (Kevin) NW Masonry Res. - (Rick McAdams= `dVilliamsen& Bleid - (Dave Martin) Geocon- (Wesley Spang) CL7 Otis Elc rator- (Scott Dicker) r� Graham Steel- (Brad Ruis) Performance Contr - (Craig Perla) mHanset Stainless-)Jim Hanset) Pioneer Waterproofing (Korey) CITY DATE _ DESCRIPTION 1 9/11/2003 CCU #009- Electrical Drawing Sheet Revi%ions Please Note If you believe the attached document(s)results in an increase or decrease in your contract amount you are required to notify Eric H.I Hoffman at HCCO in writing within 5 working days of the date of this transmittal. Within 15 working days of the date of this transmittal you must submit a detailed cost breakdown. Your documentation may be submitted by mail to the Hoffman main office or by fax at(503)221.8934 Silence on this matter will result in a "no-cost"modification to your contract. _Proceed at No Apparent Cost Impact No Exceptions Noted __For Review and Comments x Price& Proceed Immediately with Work _ Make Corrections Noted x For Your Use/ li-ILimation Price Prior to Proceeding with Work _ Revise and Resubmit _ For You Action RF PrP Cornments l �V A � F -RQVY.D - DCS 11 70M7 � CITYOF I�f 2,3/0 �iofNG'011,l o& It : � wyligned Dir Koopman. Pr jest Engineer 0 620-5 94, Fax: 503)620-8331 VILL Job-(5 31 f I CONSTRUCTION CHANGE DIRECTIVE CCD 09 CCD NO: 09 INITIATION DATE: 11 September 2003 TO: Hoffman Construction Co. of Oregon OWNER: City of Tigard 805 SW Broadway, Suite 2100 13125 SW Hall Eoulevard Portlanri. OR 97205 Tigard, OR 97223 PROJECT- City of Tigard New Library PROJECT Shiels Obletz Johnsen, Inc. 13500 SW Hall Boulevard MANAGER: 115 NW First Ave.. Suite 200 Tigard, OR 97223 Portland, OR 97209 AGREEMENT DATED: 22 November 2002 ARCHITECT: SRG Partnership, Inc. 621 SW Morrison Street, Suite 200 r Portland, OR 97205 I--�CcL'121 c.a r.... �k'a.-.•�u C� ��'tEE._T E 1/151�1-�S _ CONTRACTOR IS HERFBY DIRECTED TO MAKE THE FOLLOWING CHANGE(S) IN THE CONTRACT: 09.01 Add luminaire types, extended dayiighting control, extended underfloor duct system and miscellaneous power and signal revisions in accordance with the attached PAE Consulting Engineers, Inc. Leiter re Lighting and Power Revisions. and SRG Partne-ship/PAE Consulting Engineers revised drawing Sheets E0.2, E2.1, E2.2, E3.1, E3.2, E4.1 and t-7.2.. . _ . $ T8D ATTACHMcNTS: PAE Consulting Engineers, Inc. Letter re Lighting and Power Revisions, dated 9/3/03 (2 pages) SRG Partnership/PAE Consulting Engineers revised drawing Sheet E0.2, dated 9/3/03 (1 sheet) SRG Partnership/PAE Consulting Engineers revised drawing Sheet E2.1, dated 9/3/03 (1 sheet) SRG Partnership/PAE Consulting Engineers revised drawing Sheet E2.2, dated 9/3/03 (1 sheet) SRG Partnership/PAE Consulting Engineers revised drawing Sheet E3.1, dated 9/3/03 (1 sheet) SRG Partnership/PAE Consulting Engineers revised drawing Sheet E3.2, dated 9/3/03 (1 sheet) SRG Partnership/PAE Consu engineers revised drawing Sheet E4.1. dated 9/3/03 (1 sheet) SRG Partnership/PAE Consulting engineers revised drawing Sheet E7.2, dated 9/3/03 (1 sheet) PROPOSED ADJUSTMENTS 1 The proposed basis of adjustment to the Guararteed Contract Cost is: ❑ Lump Sum GMP (increase) (decrease) of $ and corresponding (increase) (decrease) in the Contractor's fee of 2.95% times the increase/decrease in the GMP equal to$ ❑ Uni+ Price of$ per_ ❑ as provided to Subparagraph f C 6.) of the Gity of Tigard Construction Manager/General Contractor (CM/GC) Agreement. Q as follows. Subsequent mutual acceptance of a lump sum properly itemized and supported by sufficient data to allow evaluation 2 The Contract Time is proposed to (be adjusted) (remain unchanged) The proposer/ adjustment, if any, is (an increase of days) la decrease of days). .1 )en signed by the Owner and Architect and received by the Contractor, this document becomes effective immediately as a Construction Change Directive tCCD) and the Contractor shall proceed with the changes) described above Signature by the Contractor below indicates the Contactors agreement with the proposed adjustments m the Guaranteed Contract Cost and/or Contract Time set forth in this Construction Change Directive APPROVE-D OR ISSUANBE: APPROVEr1: Sh els Obletz Johnsen Inc Bate SRG Partnership, Inc. Date Page 1 of 2 APPROVED: Q APPPROVED: Cty Tfarclitom Date Hoffman Construction of Oregon Date COPIES TO: Gus Duenas Dirk Koopman Bruce Barton File TPL 8n4 a Page 2 of 2 Dirk Koopman From: Bruce Barton [bbarton@srgpartnership.com) Sent: Friday, September 12, 2003 10:54 AM To: Dirk Koopman (E-mail) Subject: Confirming email LBruce , ing email that the middle flush AN floor box in community room was to be relocated 3'•-0" to east of wood floor/carpet transition. I I moved it in your marked up E3. 1 drawings that located the floor but we did not catch it on the CCD electrical changes. Margaret the error and wants to ensure that A/V floor box is not in the wood e will issue 8x11 to SOJ as supp. inst. i 808 S.W.3rd Avenue,Suite 300 Mechanical e Portland,Oregon Electrical 97204-2426 Energy Management PAE Consulting Engineers Inc. 503/226.2921 Fax 503,26-2930 Lighting Design ACEC September 3. 2003 ,SRt; PA RTN'F RSHIP, 1,NC. _ Mr. Bruce Barton FP 0 3 2003 SRG Partnership Inc. 621 SW Morrison, Suite 200 Portland, OR 97205 Reference: Tigard Library Subject: Lighting and Power Revisions Dear Bruce, The following electrical revisions is forwarded for your review and implementation into the subject project. Reason for change: Added luminaire types, added daylighting control, added underfloor duct system and miscellaneous power and signal revisions per owners request. DRAWINGS Electrical F.0.2 Luminaire Schedule - Electrical 1. Adder; lumianire types F06, F12D and F12E indicated in clouded areas of drawing. E2.1 First Floor Pian - Lighting I. Added daylighting control revised luminaire types indicated in clouded areas of drawing. E2.2 Second Floor Plan — Lighting I. Added daylighting control revised luminaire types indicated in clouded areas of drawing. E3.1 First Floor Plan- Power I. Added underfloor duct and associated activations indicated in clouded areas of drawing. 2. Add note reference 011 to projector screen or west wall of Community Room 100 indicated in clouded areas of drawing. E3.2 Second Floor Plan — Power I. Add electrical provisions for motorized projector screen on north wall in Houghton Reading Room 236. Connect to circuit PIBB, 37. E4.1 First Floor Plan _.Signal 1 Added underfloor duct and associated activations indicated in clouded ureas of drawing 1 Add tele;dant outlet at Volunteer Check-In in Corridor 126 in clouded areas of draw inv. Mr. Bruce Barton September 3, 2003 Page 2 E7.2 One Line Diagram—Signal 1. Added one inch conduit from Cable TV Cabinet in Community Room storage and extend to roof for future satellite dish. Provide weatherhead as required. Verify exact location of roof penetration. Please call if you have any questions or require additional information. Sincerely, X/ W/*� --- Dennis NI. Bolin DMB/drnb 7692/CR CITY OF T Iu /�H RD — ELECTRICAL PERMIT T PERMIT#: ELC2003-00450 DEVELOPMENT SERVICES DATE ISSUED: 7!24/03 13125 SW Hall Blvd..Tiqard. OR 97223 (503) 639-4171 PARCEL: 2S1020D 00200 SITE ADDRESS: 13500 SW HALL BLVD SUBDIVISION: EDGEWOUD ZONING: R-12_ BLOCK: LOT : 001 JURISDICTION: TIC, Project Description: JOB NO. 70842 320 amp temporary service RESIDENTIAL UNIT _ TEMP SRVC/FEEDERS _ MISCELLANEOUS 1000 SF OR LESS: 0 - 200 amp: 2 PUMP/IRRIGATION: EACH ADD'L 500SF: 201 - 400 amp: 1 SIGN/OUT LINE LTG: LIMITED ENERGY: 401 - 600 amp: SIGNAL/PANEL: MANF HMI SVC/FDR: 601+amps - 1000 volts: MINOR LABEL (10): SERVICE/FEEDER BRANCH CIRCUITS ADD'L INSPECTIONS 0 - 200 amp: 0 W/SERVICE OR FEEDER: PER INSPECTION: 201 - 400 amp: 0 1st W/O SRVC OR FDR: PER HOUR: 401 - 600 amp: EA ADD'L BRNCH CIRC: IN PLANT: 601 - 1000 amp- __ _ PLAN REVIEW SECTION_ 1000+ ampivolt: - >=4 RES UNITS: —>600 VOLT NOMINAL: —I Reconnect only: SVC/FDR>=225 AMPS: _ CLASS AREA/SPEC OCC: __ J Owner: Contractor: CITY OF 11GARD ELECTRIr CONSTPLICTION CO 13125 SW HALL BLVD PO BOX 1i—J6 TIGARD,OR 97223 PORTLAND,OR 97296 Phone: Phone: F-295-301 Reg #: 014-3511 1149737 - -- Slip 31.86S _ FEES ELE 2t;-45(' Description Date Amount Required Inspections 1Fi1.YRM q uu I'r not 724/03 $267.45 --- — IT'AX)8%State 1 0\ 7/24/03 $21 40 Elecfl Service _ Elecri Final Total $288.85 This Permit Is Issued subject to the regulations contained in the Tigard Municipal Code,State of OR.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 It work is suspended for more than 180 days. ATTENTION: Oregon law requires you to follow rules adopied by the Oregon Utility Notification Center. Those rules are set forth In OAR 952-001-0010 through OAR 952-001-0100. You may obtain copies of these rules or direct questions to OUNC at(503)246-6699 or 1-800-332-2344. Issued By: _ (.--vN� �1�_r _ _ Permit Signature:_ -'61 _ OWNER INSTALLATION ONLY _ The installation is being made on property I own which is not intended for sale, lease, or rent. OWNER'S SIGNATURE: _ —_ DATE:_ CONTRACTOR INSTALLATION ONLY SIGNATURE OF SUPR. ELEC'N: _ DATE:_ LICENSE NO: --- _ ------ - ----- - -- - Call 639-4175 by 7:00pm for an inspection the next business day 07/24/2003 07:34 5032205347 LYNN ERICK:30N WAGE 02 Electrical Permit Application Datereceived: Permit no. oo p City of Tigard Project/appl.no.: Expire date WVhQ Cil of Tigard Address: 13125 SW Hail g# '>pl Date issued: i3y; Receipt no.: Phone: (503) 639-4171 _ Fax: (503) 598-1960 Cue file no.. Payment type: Land use approval 0 1 &2 family dwelling or accessory 0 CominercWhirduntrial O Multi-family O Tenant improvement 0 New construction O Addition/alteration/replacement ©Odleu� D Partial JOB M-f-E INFAMIAT 16N Job address: fj n 00 — HlcJg. no.^ Suite uu.. Tax map/tax lot/account no.: Lor_ 131ock: Subdivision Project name: pw r/ _ Descri�1u1i and location of work on(,remise,; Estimated date of cum ti letion/inspecn: p p� T -` ftcK11113 AMR Job no: 0�_ Fee Max BUelnees name: E�� r De9crl tort — t?ty. (ra.) Total rtu.Imp 0 t New residential-singk or multi-fandly per U Address: thvellingtutl.lncladrs attached Ramat City: State:orI ZIP: sarvieeinclttded: Phone: _S 1_ Fax q S 1&11 1 E-mail: 1000 sq.ft.or less CCB no.: 3 T1 Elec,bus.I le.no: Each additionr15001q.ft.or portion thereof — Unilted ener ,residential 2 City/m ro c. no.: Limited energy,non-residential 2 Each manufactured home or modular dwelUng Signtif6re of supervislnelosttrieiut(inquIrad) Date Service andlorfeeder 2 Sup,eleei,name(print): License no: Services or feederss-•Installation, rltentlon or relocation: l 00 amps or less 2 c 201 em a to 400 In! Name(print)�C� U�r 'Z — _...._--- ---- — 2 Mailing address 401 om s to 600 amps 2 --— -- 601 amps to 100(1 amps 2 City: _ Slate: Z1P: Over 1000 am s or volts Phone: Fax: _E-mail: Reconnectonl 2Iizk Owner installation:The installation is being made.on property I own TrmpontyaenIcesorfredrn- , which is not intended for sa',e,lease,rent,or exchnngc accoming to InslAIIAtlon,alteration,orrcloration: c61 ,� ORS 447,455,479,670,701. 2l)D amps cu lana e, �!v` 2 0� 201 Amps to 400 amps l �e r •O Owner's signature: Darr:: not to 6W amps - — �� 2— Nrane-clrculu-ne",alteration, Name: nr extenslon per panel: A Fre lot branch circuits with purchase of Cif Address: 4ervice or feeder fox,each branch circuit _ z state: Pre for branrh circuits without purchase Phone- of service or feeder fee.first branch circuit 2 -Mach additionsl bench circuit101[ION I Biwa 61J1gJ=11MI r Misc.(Bernice or feeder Ant included) O Service river 275 amps-eomroereial 0 Health-care facility Each pump or imitation circle 2 *Service(ver 320imps-rating of1&2 0Hasatdouslocation Each sign or outline htn8 _�� 1 famllydwdlings 3 Bulldinp over" "'x'2square feet four or Signal cirtuit(s)or a limited energy panty, 0 System over 600 volts nnmmal more tesldemis,mita in one structure sitentton,or extension• Building over three stories 40 a Feeders, 0 amps or mote •Descri uonJ—`� ��~ _..�__ O occupant lord over 99 persons O Manufactured structures or RV park Fich rdditlonel Inspection over the allowable In any of the above- ❑F•gress/Ilghtin�plan U t-Ither Per inspection Submit_•_,-,sets of plans with any or the above. Inveui Orlon fee — Tbe above are not applicable to temporary eond"Wilion service. Other7 LIS_ - Not tirisdkm ac l Jutiortpt credit cede, eare pletll JurisdlcU,xt fat n-wre InformeGort Notice:This permit application Permit fee.....................$ 0 Vtsa U MuterCard expires If a permit is not nbtained Plan review(at ` %) S t7redD card number within 180 days after it his been State surcharge(8%)....$ accepted as complete. TOTAL. - an�leolC~ar�iol uJ.awnoncreditoard^� ••,...•.••••..•••.••••. s �j X5:7 C ho t si tare Amount ` �15 Owcoml ,'UL OS 2003 11 :27 Art FIR JOHN L JEFSEC SON 287 0546 TO IT P.0? 0 CITY OF TIGARD 13125 S-W. HALL BLVD. TIGARD, OR 9723 IMPORTANT PERMIT NOTICE JOHN L JERSEY 8, SON INC ���� 7015 NE 42ND AVE �� PORTLAND, OR 972111•-1190 Plumbing Signature Form C)F �tGARI> �►�Y �,pIV1�1pN Perm!t ft PI_M2103-00223 311Its) mgtp IRsuad' 71'!03 Parcel: 25102DD-00100 Site Address 13500 SW HALL BLVD Subdivision EDGEWOOD Block I ot: 001 Jurindiction R-12 Zoning: TIG Remarks Site ability plumbing for new library. Other work includes: 1000' of footing drain, (1) rnanti)ie, ind (9) rain drain connectors. Yo,ir company has beer, indicated as the plumbing contractor fw tyle permit 1ndi+;ated above !n order far Tr ;.i!unil my permit to be valid. please have the appropriate indiv,dual tlUrn your company Sian below and return th,;, Plumbing %gr+ature Form pr1o,to the ,,t in of the work to the addi ess ,-jb--ve ATTN- Rudrjing Division No plumbing inspections will be authorized until this cornpleterl lonri is received OWN1:R. P1 U1,1BIN(2, C()NTRA(,TC�p; CITY OF TIGARD JOHN L Jt"RSEY & SON INC 13125 SW HALL BLVD 7015 NE 42NV AVE TIGARD, OR 97223 PORTLAND. DR 97218-1196 I'llpfl6 ;S03-639.4171 503.18 AMA PL%! 2b.488r113 I r(- 3r,%Ss !k'] INK SIGNATURE IS REQUIREC ON THIS FORM X' -- Slcanature of A1.Ithorized Plumber Have ani atiestions, p,oase call 503.71F.2431. *� TOTAL OAaE .)I ; CITY OF TIGARD ELECTRICAL PERMIT DEVELOPMENT SERVICES DATE ISSUED: 7/9/03PERMIT#: 7/9/03 3-00419 13125 SW Hall Blvd., Tiqard, OR 97223 (503) 639-4171 !ARCEL: 2S102DD-00100 SITE ADDRESS: 13500 SW HALL BLVD SUBDIVISION: EDGEWOOD ZONING: R 12 BLOCK: LOT : 001 JURISDICTION: TIG Project Description: JOB NO. 70842 Temporary power service for office site trailer fRESIDENTIAL UNIT TEMP SRVC/FEEDERS MISCELLANEOUS 1000 SF OR LESS: 0 200 amp: PUMP/IRRIGATION: EACH ADD'L 500SF: 201 400 amp: SICN/OUT LINE LTG: LIMITED ENERGY: 401 - 600 amp: SIGNAL/PANEL: MANF HM/SVC/FDR: 601+amps -1000 volts: MINOR LABEL (10): SERVICE/FEEDER BRANCH CIRCUITS ADD'I.INSPECTIONS 0 - 200 amp: W/SERVICE OR FEEDER: 9 PER INSPECTION: 201 - 400 amp: 1 1st W/O SRVC OR FDR: PE'? HOUR: 401 - 600 amp: EA ADD'L BRNCH CIRC: IN PLANT: 601 - 1000 amp: PLAN REVIEW SECTION_ 1000+ amplvolt >=4 RES UNITS: > 600 VOLT NOMINAL: Reconnect only: — SVC/FDR>= 225 AMPS: GLASS AREA/SPEC OCC: Owner: Contractor: CITY OF TIGARD E C COMPANY 13125 SW HALL BLVD PO BOX 10286 TIGARD,OR 97223 PORTLAND,OR 97296 Phone: 503-639-4171 Phone: 503-552-5503 Reg #: ELE 26-45C -- --- LIC 49737 FEES SUP 4040.,: Description Date Amount _ Required Inspections I 1,1111M I] LIJ 11einnr 729.0; $160.15 I FAX18%State Tax 7/9/03 $12.81 Elect'I Service _ Elect'I Final Total $172.96 'his Permit is issued subject to the regulations oontained in the Tigard Municipal Code,State of OR.Specialty Codes and all other applicable laws All ork 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. ATTENTION: Oregon law requires you to follow rules adopted by the Oregon Utility Notification Center Those rules are set forth in OAR 952-001-0010 through OAR 952-001-0100. You may obtain copies of these rules or direct questions to OUNC at(503)246.6699 or 1-800.332-2344. Issued By: ,�yyL; Permit Signature: _,el}1 7� OWNER INSTALLATION ONLY r _ The installation is being made on property I own which is not intended for sale, lease, or rent. OWNER'S SIGNATURE: _ DATE: —^ — CONTRACTOR INSTALLATION ONLY S1;NATURE OF SUPR. ELEC'N: _ — _—_—� DATE: LICENSE NO: Call 639-4175 by 7:00prn for an inspection the next business day 07/09/2103 09:31 5032205347 LYNN ERICKSON PAGE 02 Electrical Permit Application _ Datereceived; Perrnitno.j�& .-cr, City of Tigard Project/appl,no: Lxpiredate: Cir,„lTiaard Address: 13125 SW Hall Blvd,Tigard,OR 97221 Date issued: By: Reeeiptno.: Phone: (503) 639.4171 Pax: (503)598-1960 Case file no.: Payment type; Land use approval: 7'jo-Nw ly dwelling o, accessory ❑Commercial/industrial 0 Multi-family O Tenant improvement ruction 0 Addition/alteration./replacerrteut O Other _ O Partial Job address: GO S Ekl!!"X_vd Bldg.no. Suite no.: Tax ntah/tax Iot/account no.: Lot. Block: Subdivision; �'t��►.�_.__. —��- -- Project name. e,, �.g r o,r Descnption and location of work on premises 3 a 6 A-0 ergvy u."'.a _ Estimated date of com Ictiordinspection: q, G 1 1 '111 Jub no: Fen Max Business name �,,, ,y �` ikscripllon 9ty, ea) Total no.fns Nen rrsideatul single nr multi•Grnilr per Address: pal lboy 1,1;L d..e!Urrgrmlcfnciudre■ldctrrlgarage, City: p\k j, State: f Z1P ON Service.inrludod: Phone o..S 3'- Pax: l-7 i 12 &ma3i: 1000 s .rt or lens a C BICC,bus,IIC.no: Each additional 500 e .ft.or rtion thereof _ no q Limited energy,mmidential 2 ity tRr tic.no.( (JD U��"1 Limitedener ,non residential 2 `�'-- Each manufacturedhorncnrmodular dwrlling 51 uta of supervising electrician jre nine 1 _ Dat Service and/or fceAer 2 Sup,elect.name(pdntl T License no: Services or feeders installation, alteration or relocation: 200 amps or leu 201 ams to 400 a s Name7ad t i D my _ —'4 �-' —�.1 7 401 amps to 600 strips 2 Maili — 601 amps to 1600 amps 2 City: _ - $WtC: Z1p: over 1000 amps or vola 2 Phone: !~ax: B-mail: Reconneclonly y t Owner installation:The InsWladon is being made on property 1 own emprary.aviresorrreaen- which is not Intended for sale,lease,rent,or exchange according to Iniaalladoty■iteration,orrelocatlon: 479,670,701. 200 amps at less _ 0 2 0115 447,455, 201 amps m 400 ampv�-- i 2 Owner's si nature: _ Date: 401 to 600 amps —� 2 Branch cirrults-nen,alterallon, Name: or e%lm lon per panel: C A. Fee for branch circuits vntlt purchase of d Address: service or feeder fee,each branch circuit 2 City: Male: Zip: B. fee for branch circuits without putchue -- of service or feeder fee,first branch circuit. 2 F'lloll" Fair 1; mail: - - - Each additional branch circuit: MMMist.(Service or(ee ernotlncladed): Q Serviceove:22`tunps :ornrnrrcial D Health•carefseility Each um oP rirrigsnoncircle 1 0 Service over 120 amps rating of I d 2 0 Haiardous location Each sign or outline lighting familydwellings O Building over 10,000 square feet four or Signal circuit(:)or a limited enerjv panel, O System over 600 volts nominal more residential units in one structure alteration,or extension* — 2 •Building over three stories 0 Feeders,400 amps or mote *Description._ CI Occupant load over 99 persona 0 Manufsetured structures or RV part: FAch additional inspection over the allona6k In any of the above: 7 EgtgURghtingplan U Ober: _ .rin�ection ,-_ I L_ 7:__ Submit_--meta of plass Teith any of the above. Investigation fee Jiro above are not applicable to temporary consirsadlon service. Other Nut■11 luridietloas accept credit ends,pleam call jurirdlotlnn far mea Inforn atloe. Notice:This pennit application Permit fee..... .. . . ........$ 1G 0 LI Visa O MasterCard expires if a permit is not obtained Plan review(at _- %) S . Credit card number — within 180 days goer It has been State surcharge(8%) .... $ a •B 1 accepted lis complete TOTAL arDe Or C■f T p r wn On c l e■r�— __ S Card of /pture r Atnmmt 4404615(60WO%O HLE COPY December 3, 2003 Dirk Koopman Ilofiinan Construction Company 805 SW Broadway, # 2100 Portland, OR 97205 RF.: NEW T1GARD LIBRARY Building Permit: BIJP2003-0021 1 Construction Type: V-1 HR Tenant Name: Tiagrd Library ()ccupancy Type: A2.I/B e ress: 13500 SW Itall Boulevard Occupant Load: 429/613 Area: l 48,430 Sy 1't Stories: 2 Sprinkled: NA Alarms: A2.1 read Th-.- plan review was performed under the State of Oregon Structural Specialty Code (OSSC) 1998 edition. The submitted plans l6r the Exterior Metal Stud Walls are approved for installation and inspection in accordance with the following. Special lnspectign: :'I)cciai inspection is required for Site Welding. The special inspection agency of'record shall furnish inspection reports to the Engineer ofRecord, KPFF, the General Contractor. Hoffman Construction and the City of"Tigard, Building Division. attention Hap Watkins. All discrepancies shall be brought to the immediate attention ol'thc general contractor for correction. The special inspector shat! subinit a final signed report stating whether the work requiring special inspection was, to the best of the inspector's knowledge, in coil16rmance with the approved plans and specifications and the applicable workmanship provisions of the code. 1701.3 OSSC Approved Plans: 1 set of approved plans, bearing the City of Tigard approval stamp, shall be maintained on the jobsite. The plans shall be available to the Building Division inspectors throughout all phascs of construction. 106.4.2 OSSC When submitting revised drawink,s or additional information, please attach a copy of the enclosed City of Tigard, Letter of Transmittal. The letter ol'transmittal assists the City of Tigard in trackinL, and processing the documents. Respectfully. Brian Blalock. Senior Plans Fxaminer 11/18/2003 10:03 N0.888 0002 41 CUPY �CrSulflt'� �.9gif?BIS November 13,2003 Mr. Dirk Koopman Hoffman Construction Company 805 SW Broadway Suite 2100 Portland,OR 97205 RE: Tigard Library Response to City of Tigard Checksheet Dear Dirk: This letter is in response to the City's plan review comments dated November 5, 2003. Please find our responses with reference to calculation sheets or drawinq,, and/or explanation of design intent where appropriate. Item 1 For details of metal stud connection to the structure, please reference attached shop drawings by Performance Contracting, Inc, dated October 14, 2003, based on the KPFF calculations previously submitted. (5U5AA,naL-O 4 I. Item 2 Support of masonry veneer was designed and detailed in a def,rred submittal for Miscellaneous Metals, which included KPFF drawings S7.2 and 57.3 and KPFF calculations dated July 21, 2003, submitted to SRG Partnership on July 28, 2003. Additionally, attached with this letter is calculation page 16A as addendum to the exterior cladding calculations showing combined gravity (includinvericer) and lateral analysis at the critical stud connection. C� D+� c4, �No SNEF_r i(laA� Item 3 Response to this item is to be provided by contractor. If there are any additional question'_ or further information is needed, please contact me. Sincerely, rte+.,��: ..�•',r.� Adam Nawrot NA/sa tfrt,fY *�• Attachments _ - 2032957mpcnwho1hrwi411303.dac Y�:1Lt'1.7:F. l I V E U rfi S N Fi1rn Avenue. Suite 2500 Portrend, OR 97204.362E (503) Z21-323+ fox (503) 117.7960 1103 •I 20 deoftle Parfloed ban rraaetoeo loo Anloreo brine son Areso Phoenix Mclean NOV�JY +7 U J 01Y OF TIGARi) WILDING DIVISION 11/18/2003 10:34 PERFORMANCE CONTRACTING 4 5036208331 NO.523 P001 J,JC,P PERFORMA NC CONTRACTING INC 8015 Southwest Iiunziker Roed, Tigard, OR 97223 Noffm• ' ' • Telephone: 503-684-5533 Fox: 503-684-3627 November 18, 2003 Hofim n Construction Company @ New Tigard Library 13500 SW Hall Blvd Tigard, OR 97223 Fax: 503-620-83-11 Attn: Dirk Koopman Project: New Tigard Library Subject: 11-05-03 City of Tigard Exterior metal Stud Wall Deferred Drawing Approval Request Letter Dirk, Per item number three on the referenced and attached letter from the City of Tigard, the ,vuluation of our Exterior Stud Wall System as it relates to our scope of work is as follows: Exterior Metal Stud WalLs $120,000.00 Exterior Gypsum Sheathing $ 21,000.00 Please let me know if any further information is needed. Thank you. PERFORMANCE CONTRACTING, INC. CrgPeTla Gr Project Manager 57 3,S00 s w r 4c,(0 November 5, 2003 Dirk Koopman i loflinan Construction Company 805 SW Broadway, # 2100 Portland, OR 97205 i:E: NEW TIGARD LIBRARY Proiect Information Building Permit: BUP2003-0021 I Construction Type: V--1 I IR 'I chant Name- Tiagrd Library ()ccupancy 'Type: A2.1 B Address: 13500 SW Ball Boulevard Occupant Load: 429/613 Arra: 48,430 Sq 1't Stories: 2 Sprinkled: NA Alarms: A2.1 req'd I'hc plan review was performed under the State of Oregon Structural Specialty Code (OSSC) 1998 edition. The submitted plans tier the Exterior Metal Stud Walls have been reviewed and the fi►llowing inIbrmation is required prior to the approval ofthe deterred drawings. I. Revisc drawings to indicate any modifications tier the attachment of the metal stud framing system to the structure. Provide calculations and construction details tier the nodi I ical ions. 2. The submitted calculations have addressed wind and seismic loading only. The vertical support of the masonry veneer was deterred, and does not appear in the calculations. Provide calculations and construction details tier the vertical loading of the walls. 1'his should include lintels and their attachment to metal studs. 3. Clarify valuation tier the Exterior Metal Stud Wall system. When submitting revised drawings or additional information, please attach a copy ofthe enclosed City of Tigard, Letter of Transmittal. The letter of transmittal assists the City of Tigard in tracking ar,1 processing the documents. Respe-t Cully, Brian Blalock, Senior flans I'xuminrr 10/2.1/2003 17:35 PERFORMANCE CONTRACTING 4 503620x=3331 NO.117 0002 1 We mainlain unly the highest standards in the materials,production techniques and quality control measures used In manufacture our fasteners, ussuring consistent,optimum quality in every fastener. ADVANTAGES V oxk Plo Pins The special blacJ tooting improves pin penetration into ITN Ramjet/Red Head powder actuated fasteners are difficult base material(i.e.hard(oncrete).We offer/his speafi(ally fabricated to meet the exacting equirements black coating on all of our fasteners manufactured for of toughness and durability that enable them In aenetraie the attachment of drywall track and channel to concrete dense concrete and strUdural quolily steel. and;feel. ,g�.lufx Tfi t "":,5 Imirned for use in concrete and iruourul steei applications.Available in 100•or 1000 Pock PART SHANK LENGTH /AUTO 0451 ' ' .300 Head Diametar Drive Pins NUMBER in i.-irnl 121 FAST 050 SA279 045A CDBHA h17U 1c03K8C '12.11 5/4 ( 'S068C '� '��_',...�` scar{iiamer• es _, �� Desionpd for ;e n concrete and structural steel applications. i 00 Pin Px^ PART SHANK LENGTH 1UT0 U45i .300 Head Diameter Drive Pins NUPAREH In. inrimil 121 AST 060 SA2 U 345A CUBRA 'A 79 �03K• '12 o nr,J 12./) 1 .._. - — 1 6• 314 19,11 I a a - 1508' t 12$.4) a _ 1510' 1.114 (31.8) a a 12 I '•112 _ i38.t} .� �. 11513 I 1-314 ed,5) 1 � -- 4 2 50,31 .a . 1515 /8 60.31 + Aleo 3VAII !e •.1000 Pack ;rinx can a er+ 145 'Nasher mcre^ses bearing surface against the material to be fastened. 100 Pin?ack ?ART SHP.NK LENGTH AUTO 0451 .300 Head Diameter Drive Pins I NUMb;R In. Imtnl 721 FAST 360 SA270 045A COBRA YIIU Nith 113" Washer 1 50 --2.14 (1.9" I 15aas0 1 _ 125,41 A _ - ; 151050 4 (31.81 1512SD 1 1-112 18,1) 1 1450 1 2 50.8) t 'S16SOC _ _I 2-t/2 x63.0 1j 1 R 4SCP• 1 3 76.21 ; a - ( Scuarr;woener-naic2in a•c:r iai.etn insw,oci I� 5*3nt ciameter= 145 � 3 ti'l'21/2003 17.35 PERFORMANCE CONTRACTING 4 50362019331 NO,117 pp183 ,PERFORMANCE mr-mr. lfr�� Allowoble Working Vc/ues (L. s) in A,3b Steel INSTALLED IN STEEL PART SHANK _ STEEL THICKNFSS In. (mm) SERIFNUMBER DIAMETER tYPE OF_ 3176(4 16) 114 16.05 � :U8(�.�"31A_ 12 SERIES In.(tnm) SHANK TENSION SHEAR TENSION 3riFAR ,JTENSION j SHEAR TENSION 3HEAR TENSION SNEAK Lh;. (kN) Lbs. 01 Lbs.(kN) Lbs. (kN) ' Lbs- kN) lbs, kNl Lbs. kNl Lbs.IkNl !Lbs.NN) Lbs. kN XI 1500. 1600,t 1900 I i ••.._� Series Straight 0,146 (3.7; Smootfi t30 (0.57) 665 (2.931 270 (1.19) 700(3.011)I370(1.65)I 840 (3,74) � Shank Fasteners , - 1/2'Ptywaod (3.7) Smoo 75 (0.33)I 200 (0.68) 110 !n, f 50 (1.10) 218(0.97) 276 (1.23) ?X Coug`'r 90 (0.40) 235 (1.03) 160 i-- 255 (t 12)I — •• — 9100 Serres 0,205 (5.2)1 Knurled •- — — 480 (2 11) ' 565 (6.89) 550(2.42)'1 950 19.58) — — -• •- _ I LADO Ceiling Sy eml 0.152 (3,9)1 Smooth 137 (0.60)1 — — .- S?Series 0.150 (3.3)1 Smooth 170 (0.76)1 645 (2.67) 221,1 (0.98) 6t0 (2271) 225(1.31), 710 (3.16) 340(1.51)'754(2.96) 294(1.31) 859(2.93) Note 1 Values shom reflect a 10:c 1 Safety factor'or tension and 5 to t for shear. Note 2: Values shown are'or fastenings that have the entire minted er l of the fastener driven through the stsel olats. Note 3: Job-site test rig may to required to eaternine actual I0o.srta values. Ncte 4; Cyclic.fatigue or shock loads and other desigh criteria may require 3 different satery factor. 'fcte 5: ;astener c•netratidn 19/16'114 3mm)mirlmum(Reference'i2'(12Jm n)steel.SP series Shear Data 754 its(2.38 0). Nete 4: ;sstener per etration's 19rr'1';15.1mm)Tin..num(Reference 314'(19.'mm;steel.SP series Tersron cats 294 fbs N 31 tiN) Vc1 Fastener pent'ratian s tit'(12.7mm)nin°mvm(aeference 314'(19.1mm)steel,SP series Sear data 549 lbs(2.93'ft. I 3)3 CONSTRUCTION CHANGE DIRECTIVE CCD 06 I CCD NO: 06 INITIATION DATE: 13 August 2003 TO: Hoffman Construction Co. of Oregon OWNER: City of Tigard 805 SW Broadway, Suite 2100 13125 SW Hall Boulevard Portland, OR 97205 Tigard, OR 972213 PROJECT: City of Tigard New Library PROJECT Shiels Obletz Johnsen, Inc. 13500 SW Hall Boulevard MANAGER: 115 NW First Ave., Suite 200 Tigard, OR 97223 Portland, OR 97209 AGREEMENT DATED: 22 November 2002 ARCHITECT:SRG Partnership, Inc. 621 SW Morrison Street, Suite 200 /v1 ISL es (C,►J Portland, OR 977.05 CONTRACTOR IS HEFEBY DIRECTED TO MAKE THE FOLLOWING CHANGE(S) IN THE CONTRACT: 06.01 Add miscellaneous steel framing in accordance with the attached SRG Partnership, Inc./kpff Consulting Engineers Drawings S7.2 and S7.3 and structural calculations....................... S rgD ATTACHMENTS: SRG Partnership, Int-Apff Consulting Engineers Drawing S7.2, dated 7/25/03 (1 sheet) SRG Partnership, Inc./kriff Consulting Engineers Drawing S7.3, dated 7/25iO3 (1 sheet) SRG Pannership Inc./kpff Consulting Engineers Structural Calculations, dated 7/21/03 (4 pages) PROPOSED ADJUSTMENTS 1 The proposed basis of adjustment to theGuaranteed Contract Cost is: ❑ Lump Sum GMP (increase) (decrease) of $ and corresponding (increase) (decrease) in the Contractor's fee of 2.95% times the increase/decrease in the GMP equal to $ ❑ Unit Price of$ per ❑ as provided in Subparagraph 8.C.6.) of the City of Tigard Construction Manager/General Contractor (CM/GC) Agreement. © as follows: '3ubsequent mutual acceptance of a lump sum properly itemized and supported by sufficient dzta to a low evaluation. 2 The Contract Time is proposed to (tie-added) (remain unchanged). The proposed adjustment, if any, is (an increase of days) (a decrease of (jays). When signed by the Owner and Architect and received by the Contractor, this document becomes eMcctive immediately as a Construction Change Ovective(CCD), and the Contractor shall proceed with the change(s) described above. Signature by the Contractor below indicates the Contractors agreement with the proposed adjustments in the Guaranteed Contract Cost and/or Contract i ime set forth in this Construction Change Directive. APPROV FOR ISSUA E: APPROVED. Shiels Ohlet2 Ji 4sen, Inc. Date SRG Partnership, Inc. Date APPROVED: APPROVED: City 0'TJ` T anda0 to Hoffman Construction T*6mf)any of Oregon Date COPIES TO: Gus Duenas © Dirk Koopman Bruce Barton File TPL 804.4 Page I of I ELECTRICAL - CITY OF TIGARD RESTRICTED ENERPERMITGY DEVELOPMENT SERVICES PERMIT#: ELR2004-00006 13125 SW Hall Blvd., Tiqard, OR 97223 (503) 639-4171 DATE ISSUED: 1/21/04 SITE ADDRESS: 13500 SW HALL BLVD PARCEL: 2S102DD-00100 SUBDIVISION: EDGEWOOD ZONING: R-12 BLOCK: LOT: 001 JURISDICTION: TIG Proiect Des:ription: Restricted energy for data telecommunications system. A.RESIDENTIAL B._COMMERCIAL _ AUDIO & STEREO: AUDIO & STEREO: INTERCOM & PAGING: BURGLAR ALARM: BOILER: LANDSCAPE/IRRIGAT: GARAGE OPENER: CLUCK: MEDICAL: HVAC: DATA/TELE COMM: X NURSE CALLS: VACUUM SYSTEM: FIRE ALARM: OUTDOOR LANDSC LITE: OTHER: HVAC: PROTECTIVE SIGNAL: INSTRUMENTATION: OTHER: TOTAL#OF SYSTEMS: 1 Owr er: Contractor: CIT" OF TIGARD ELECTRICAL CONSTRUCTION CO 13125 SW HALL_ BLVD PO BOX 10286 TIGARD, OR 97223 PORTLAND, OR 97296 Phone: 503-639-4171 Phone: F-295-301 Reg #: 1,2C4-351049737 SUP 3286S 171.17 26-45C FEES Required Inspections _Description _ D4te Amount _ Low Voltage Inspection �I LI'Itti1l I I I.k I'emut 1/21,04 — $75.00 Elect'I Final (TAXI 4"4,State Surchvi 1/21/04 $6.00 Total $81.00 This Permit is issued subiect to the regulations contained in the Tigard Municipal Code, State of OR. Specialty Codes a,ld all other applicable laws. All work will be done in accordance with approved plans. This permit will expire if work is not staoel-within 18f}ciays of issuance, or if work is suspended for more 0-ian 180 days. ATTENTION: Oregon law requires you to follow rules adapted by the - egon Utility Notification Center. Those rules are set forth in OAR 952-001-0010 throuc Issued by Permittee Signature ,&,` .A A-4�7-�" OWNER INSTALLATION ONLY 1lie installation is being made on property I own which is iiot intended for sale, lease, or rent. OWNER'S SIGNATURE: DATE. �.._.� CONTRACTOR INSTALLATION ONLY SIGNATURE OF SUPR. ELEC'N DATE: LICENSE N O: -- — ---�--- --- —--�—--- Call 639-4175 by 7:00 P.M. for an inspection needed the next business day 01/20/2004 23:56 5032205347 PAGE 01 Electrical Permit Application Rier;e ved F-icctncal i Do Permit No City of Tigard Planning pproval Sign ~- 13125 SW Hall Blvd. Dates : Permit No. Plan Review Other "---- ----�— - Tigard,Oregon 97223 Dste/B : Permit No.. Phone; 503-639.4171 Fax: 503-598-1960 Post-Review Land Internet: www,ci.tigard,onus Ds"y: Case No: _ 24-hour Inspection Request; 503-639-4175 Contact inti See Page:for tn Nae/Method: I I ^---�� Supplemental Information. TYPE OF WORK PLAN REVIEW lease check all that apply eW construction I Dertlolition Service over 225 amps- Health-care facility - Addition/alteration/r lacentent Other: commnrclol Hazardous location CATEGORY OF CONSTRUCTION 0 service over 320 amps-rating of ❑Building ovtr 10,000 square fact. I&2 family dwellings four or morn residential units in I & 2-family dwelling ommercial/Industrial System over 600 volts nominal one structure Accessm BuildingMulti-Ffltntl Building over three stories 0 Fenders,400 amps or afore Occupant load over"persons [l Manufactured structures or RV pork Master Builder (_)they: ElFgress/lightmg plan O Other: JOB SITE INFORMATION_ and LOCATION Submit_sets of plans with any of the Thabove- e above are not milcable to temporary constructlen service. Job site address: t�I S o u SLI) \-1 \1 Suite#: FEE*SCIJEAULE Bld ,/A t.#: Number of Ins ectloos per ertnit all Pt'o act Name; i 1 f t Description Fee(so.) rota) Cross Street/Directlotls to Job site: Now retidential-single or multi-family per dnclllog unit,Includes attached garage. Service Included: 1000 sq,ftor less 145.15 4 Each additional 500 sq.Ft or portion thereof 40 I Subdivision; _ Lot#; limited energy,resldentntl 75.00 2 Limited enerV non residential 75.00 11 tN 2 Tax ma / 9rcel#' Each manufacruted home or modular dwelling DESCRIPTION OF WORK service nnd/or feeder 10.90 2 (1 Services or ftederf•installation, NS f ai\ V Ui<< JAM It, alteration or relocation: C ca 5N 20".:u, s or less-.�- --- -- .3 2 T-- 201 amps to 400 amps ,�� 106.8 2 401 am to 6W anlp9160-60Z PROJ'ERTY OWNER TENANT 601 ams to IOM amps—_ - 240. 2 C' Over 1000 am or volts 454.65 2 Name: t T O r- 2 R 127'a Reconnect only 965 2 Address: t Temporary services or("does•Installation, •7 alteration,or relocation: Cit /State/ZI i `C� 01 3 200 amps or less 66.15 1 PbOne; �- Fax: 201 am s'o 400 ams _-- --- 100.30 2 APPLICANT CONTACT PERSON 401 600 ams 133.)5 2 Branch rircuitr new,alteration,or Name: extension per panel: Address: i\,Fee for branch circum with purchase of 6,65 2 _ _service or feeder fee-,-each branch circuit Cl /State/Zl : R Fee for branch circuits without ptuehase of 1 service or feeder fee,first branch circuit 4L85 Phone: Fax' Each additional trench circuit_ 6.65 1 E-mail: - Mise(Service or feeder not included): _ CONTRACTOR Each or img<non:ircle _ 53.40 2 Each sign or outline 1ghtins 5340 1 1 2 Job No: -1 G SS 5% si`nsl circui0s)or a limiteo energy panel, L alteration or extension Pa 2 2 Business Name: C C© n ns - pescription- Address; P o po� .1 4 -� Each additional lnepection over the allowable in■n•of the above: _ Cit /State/ZI t' 1 OR q1 G Per inspection per hour(min I how62.50 Phone: 4;1() ,S I'1 Fax; :)�-s .10�1 M lnvestt tion fee_ I .... t CCB Lic.#, A"J1 L' _ ; C� amer: _ Electrical Pet•mlt`Feee• _ Supervising electric - subtotal s n s.N si ature re aired: Plan Review(25%of Permit Fee 3_ Pratt Namei State Surchar a 5Ba of Permit Fee S C �gr _ tt: --_—. --— ...• _ TOTAL PERMIT FEE $ $\• _ Authorized toilet' This permit application expires if it permit is not obtained-Rhin Signatures _ ^�•____��—_,_ Date_ 180 days after It his been accepted as complete. "Fee metbodoloQy set by Tr'I-County nuilding Indus•ry Servlet Board. --- (Please print name) --� is\DslsWermrt Fomv\FIcPerndtApp,doc 01/03 CITY O F T°I G A R D MECHANICAL PERMIT DEVELOPMENT SERVICES PERMIT#: MEC2003-(;24,� 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639-4171 DATE ISSUED: 12/11/03 PARCEL: 2S 102DD-00100 SITE ADDRESS: 13500 SW HALL BLVD SUBDIVISION: EDGEWOOD ZONING: R-12 BLOCK: LOT: 001 JURISDICTION: TIG GLASS OF WORK: NEW FLOOR FURN: EVAP COOLERS: "TYPE OF USE: COM UNIT HEATERS: 2 VENT FANS: 7 OCCUPANCY GRP: A2.1 VENTS W/O APPL: VENT SYSTEMS: STORIES: _ BOILERS/COMPRESSORS HOODS: FUEL TYPES 0 - 3 HP: — DOMES. INCIN: I_PG 3 - 15 HP: COMML. INCIN: MAX INPUT: BTU 15 - 30 HP: REPAIR UNITS: FIRE DAMPERS?: Y 30 - 50 HP: WOODSTOVES: GAS PRESSURE: 50 + HP: CLO DRYERS: FURN < 100K BTU: AIR HANDLING UNITS _ OTHER UNITS: 5 FURN >=100K BTU. <= 10000 cfm: 41 GAS OUTLETS: 4 > 10000 cfm: 3 Remarks: Mechanical Lwin I'M nc\k lihrar\. Almilon: $582.000.00 Owner: _ FEES CI1 Y OF I IGARD Description Date Amount 13125 SW HALL BLVD — TIGARD, OR 97223 1MF'C'lII I)CI'nllr I rc 12/11/03 $583.95 IMFCI'LN] 1'hn Itc\ 12/11/03 $145.99 ['TAX] 8°/0 S(,NC tiurclnur 12/11/03 $46.72 Phone: 503-639-4171 --- - Total $776.66 Contractor: ---y — — W.A. BOTTING CO. PO BOA: 1200 WOODINVILLE, WA 98072 REQUIRED INSPECTIONS Phone: Gas Line Insp Dict Inspection Gas Line Insp S.D. Shut-down inspection Reg#: LIC, 67134 Mechanical Insp Final Inspection Mechanical Insp Mechanical Insp Heating Unt Insp Heating Unt Insp Cooling Unt Insp Cooling Unt Insp Duct Inspection Duct Inspection Duct Inspection This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of Orr' Specialty Codes and all other applicable laws. All work will be done in accordance with approved plans. This permit will expire if work is riot started within 180 days of issuance, or if work is suspended for more than 180 days. ATTENTION: Oregon law requires you to follow rules adopted in the Oregon Utility Notification Center. Those rules are set forth in OAR 952-001-00 Issued By: ,'✓ /i I �f(yE j Permittee Signature: v.f Call (503) 639-4175 by 7:00 P.M. for inspections needed the ne/t business day CS-00 sw MU- 01-VP u4a y1 i'011 OFFICE USE Mechanical Permit Application Received r o MechanicalN LYJI !� Date/By: d 1 O Permit No.:I`�f o' �v1�' 7'1 Planning Approval Building City of Tigard RECEIVE. Date/B Permit No.: 13125 SW Hall Blvd. Plan Review Other 2,_- "Tigard,Oregon 97223 e�(; ;j Datc/o : -t{'0 ,� Permit No.: /J&& Phone: 503-639-4171 Fax: 503-$cj 9 0 2 Pust-Review 12_ R.�' Land Use Date/By: Case No.: Internet: www.ci.tigard.or•us T TI Contact 1.11 1 See Pate 2 for (� 24-hour Inspection Request: 503 � � nIVISION Namc/Method: _r6 Supplemental Information. U) TYPE OF WORK COMMERCIAL FEE*SCHEDULE-USE CHECKLIST l_ New Construction _ Demolition Mechanical permit fees*arc based on the total value of the work Addition/alteration/re placement ❑Other: performed. Indicate the value(rounded to the nearest dollar)of all CATEGORY OF CONSTRUCTION mechanical materials,equipment,labor,overhead and profit. Q I & 2-Family dwellin Commercial/Industrial value: S tom;R 1_,b00 See Page 2 for Fee Schrdule Accesso $uildin Multi-Family _ RESIDENTIAL F.QUtPMENT/SYSTEMS FEE*SCHEDULE -----�'—— Description I Qty Fee�a. Total Master Builder Other: _ Heating/Co lin JOB SITE INFORMATION_and LOCATION Fumace-add-on air conditioning** 14.00 Job site address: 1BOW SW 14a1.1- 4.14C .__ Gas heat pump 14.00 _ Suite#: Bldg./Apt.#: Duct work 14.00 Pro'ect Name: TI 1J Mt„ if dronic hot water system 14.00 - ----- Residential boiler _ Cross street/Directions to job site: for radiator or h dronic system) 14.00 �tTK N AI�- 5vl'1�1 L F Unit heaters(fuel,not electric) y 1 TV in wall,in-duct,suspended,etc. 14.00 Flue/vent for any of above 10.00 Subdi%1Sion: Lot MOD Repair units _ 12.15 �G.lCfwwov--- Other Fuel Apollatica Tax map/ arcel#: 2 S 1626 VP 00100 Water heater , : 10.00 DESCRIPTION OF WORK Gas fireplace 10.00 Flue vent(water heater/ as Oce lace) 10.00 - —��--�--- Log lighter as 10.00 --- ---- -- -- Wood/Pellet stove 10.00 Wood fireplace/insert 10.00 _ Chimney/finer/flue/vent 10.00 PROPERTY OWNER TFNANT _ Other: _ 10.00 Name: GI T K TIdARD _ ,` Environmental Exhaust do Ventilation Address: 131 W y Q Range hood/other kitchen equipment 10.00 ' -- ---t -�'�--- - Clothes dryer exhaust — 10.00 city/State/Zip: "1'i eARb bm q_=3 Single duct exhaust Phone: o'341)- 1 Fax: (bathrooms,toilet compartments, APPLICANT_ CONTACT PERSON utility rooms) 6.80 Name: Wh_ _ 1 �. — Attic/crawl space fans _ 10.00 Address: Other: _ 10.00 —__-- --_-- Fuel Pining Cit /State/Zip: **($5.40 for first 4,$1.00 eachadditional) Phone: ^_ Fax: _! Furnace,etc. .. Gas heat pump •' E-mail: Wall/sus ended/unit heater '• CONTRACTOR Watcr heater !u 1- Business -Business Name: W,�, Jkl-TIM_ _�•_ m_ — ,� Address: �.__ — _ _- - RaRange B1B —� •• Cit /State/Zi V_ PdArkew __. Clothes dryer(gas) _ •• Phone: (e5�-�,t�p Fax: Si�ricW Other: _ _ •• _CCB Lie. #: _ G 1'64 L Total: Mechanical Permit Fees* Authorized ! / Subtotal: $ S t? Signature:! _ Date: IS JMinimum Permit Fee$72.50 5 lim"f Plan Review Fee(25%of Permit Fee) $ /N S. State Surcharge(8%of Permit Fee) S 6 ?2 (Please print name) --- — TOTAL PERMIT FEF. S 7 7 C . Notice: This pci ndt application expires If a permit is not obtained within *Fee methodology set by Tri-County building Industry Service hoard. 180 days atter It has been acceptets as complete. "Site plan required for exterior A/C units. i\I)sts'•Permit Fomns\Mccl'crmuApp dix 01/0; Mechanical Permit Ap2lication - City of Tigard Page 2 - Supplemental Information Commercial Fee Schedule: Total Valuation: Permit Fee: $1.001o$5,000,00 Minimurn fee$72.50 _ $5,001.00 to$10,000.00 $72.50 for the first$5,000.00 and$1.52 for each additional$100.00 or fraction thereof,to and including$10,000.00. $10,001.00 to$25,000.00 $148.50 for the first$10,000.00 and $1.54 for each additional$100.00 or fraction thereof,to and including $25,000.00. $25,001.00 to$50,000.00 $379.50 for the first$25,000.00 and $1.45 for each additional$100.00 or fraction thereof,to and including _ $501000.00; ' $50,001.00 and up $742.00 for the first$50,000.00 and $1.20 for each additional$100.00 or hvN(,+ fractionth,:rcof. Assumed Valuations Per Appliance: v'�••i •i.�Aii W. ' 30, Value 'total Description: Qty (La) Amount •�►��`1td,V � •�1 ����•• Fumace to 100,(100 BTU,including 955 ducts&vents Furnace>100,000 BTU including ducts 1,170 &vents •tom Floor furnace includin vent 955 1 a l Suspended heater,wall heater or flour 955 • mounted heater G YN 1'!n Ori t�Q� 1-) J Vent not included in appliance permit 445 11501 .0-m; .a Repair units 805 <3 hp;absorb.unit, 955 to 100k RTU 3-15 hp;absorb unit, 1,700 101 It to 500k BTU 15-30 lip;absorb.unit,501k to I mil. 2,310 BTU - 30-50 hp;absorb,unit, 3,400 1-1.75 mil.BTU fY��/► >50 hp;absorb.unit, 5,725 v�11�� i' :V) >1.75 mil.BTU a$ JJA" IN;?. tZ^1� Air handling unit to 10,000 cfm 'r 1 656 2 i6 ' a • Air handling unit>IO,OpOcfm _ 1,170 3 S �� Nd QXAQ Non- ortable eva rate cooler 65F Vent fan connected to a single dart f 446 3 12? v Vent system not included in appliance 656 .. Hood served tymechanical exhaust _ 656 Domestic incinerator 1,170 Commercial or industrial incinerator 4,590 Other unit,includin.,g wood stoves, s 6j6 O inserts,etc.--f Irt.PIX-1 + T Gas Pi 11W.4 1.4 outlets 7 s:• _ 360 7 Each additfonal outlet 63 TOTAL COMMERCIAL $ tilt t•' �'� •l�.i� 3 0 7 E • ""-P" VALUATION: *31 .*dpi •� • �, ; • .�,,�► ,, ; i\Dsu\Permit Forms\MecPermitAppPg2.doc 01103 FILE COPY FILE COPY December 4, 2003 Libby Metz W.A. BOTTING CO. 16067 SF.,98`h Avenue Clackamas, OR 97015 RE: MSCI IANICAL EQUII'M I-.NT (u! TI(1ARD LIBRARY Project Information Mechanical Permit: MEC2003-00495 Construction Type: V-IHR Tenant Name: Tigard Library Occupancy Type: A2.1/B Address: 13500 SW hall Boulevard Occupant Load: 429/316 Area: 48,430 Sq Ft Stories: 2 The plan review was performed under the State of nregon Mechanical Specialty Code (OMSC) 2002 edition;and the Tualatin Valley Dire & Rescue Ordinance 99-01 (TVFR99- 01) 1999 edition. The submitted plans are approved subject to the following. • The support of the ductwork shall be ongineered as required by the project manual. 'f he engineering design and calculations are considered a deferred submittal and shall be submitted and approved prior to covering any ductwork with permanent construction. • A Boiler Permit is required fir the pro.ifxt. Contact the Building Codes @ 503-378- 4133 Ibr the permitting process. GENERAL REQUIREMENTS 1. Fquipment and appliances regulated by this ccdc requiring electrical connections shall have a positive means ofdisconne(:t in accordance with the Electrical Code. 301.7 OMSC 2. Appliances serving different areas el a building ether than where they are installed shall be permanently marked in an approved manner that uniquely identifies the appliance and the area it serves. 304.10 OMSC 3. Appliances shall be accessible liar inspection, service, repair or replacement without removal of permanent construction. 306.1 OMSC 4. Manufacturer's installation instructions shall he available on the jobsite at the time of inspection. 304.1 GMSC 5. Condensate from cooling coils or evaporators shall be collected and discharged to an approved plumbing fixture or disposal area. 307.1 OMSC 6. Smoke detectors shall he installed in return air systems with a design capacity greater than 2000 ctin. Upon activation, the smoke detector shall shut down the air distribution system. Smoke detectors shall be connected to a fire alarm system and shall activate an audihic and visible alarm at a constantly attended lo-ation. 606.2, 006.4 & 606.4.1 OMSC 7. Suspended-type unit heaters shall be supported by non-combustible elements that arc designed and constructed to accommodate the weight and dynamic loads 920.2 OMSC Approved Mims: 1 set ol'approved plans, bearing the City of Tigard approval stamp, shall be maintained on the jobsite. The plans shall be available to the Building Division inspectors throughout all phases of construction. 106.4.2 OSSC Premiseq identification: Approved numhers or addresses shall be provided l6r all new buildings in such a position as to be plainly visible and legible from the street or road fronting the property. When submitting, revised drawings or additional infi►rmation, please attach a copy of the enclosed City of Tigard, Letter of Transmittal. 'The letter ol'transmittal assists the City ol* Tigard in tracking and processing the documents. Respectfully, Brian Blalock. Senior flans Examiner F ��. � � r? Y September 26, 2003 Libby Metz W.A. BOTTING CO. 16067 SE 98`h Avenue Clackamas, OR 97015 RF.: MECHANICAL EQUIPMENT @ TIGARD LIBRARY Mechanical Permit: MEC2003-00495 Construction Type: V-l HR Tenant Name: Tigard Library Occupancy Type: A2.1/B Address: 13500 SW I lall Boulevard Occupant Load: 429/316 Area: 48,430 Sq Pt Stories: 2 The plan review was performed under the State of Oregon Mechanical Specialty Code (OMSQ 2002 edition; and the Tualatin Valley Fire & Rescue Ordinance 99-01 (TVFR99- 01) 1999 edition. The following int'ormation is required prior to the issuance of a Mechanical Permit. L 1. Revise drawings to comply with RFI 4 041. `Response not accepted. Revise full size plan sheets to reflect the changes RFI #041. 2 Clarify the maximum system design pressure. Response not provided. Clarify the maximum system design pressure. Provide details for the attachments of the AHU's to resist lateral loading. Permanent equipment supported by the structure, 400 lbs and over, shall have their attachments Odesigned in accordance with formulas in section 1632 of the Oregon Structural Specialty Code. Response not provided. Clarify the attachment ofthe rooftop units to the roof structure. Provide construction details identifying the connection method with supporting engineered calculations as identified in section 1632 OSSC 4. Provide manufacture's equipment rut sheets fir Al It Is, Cabinet I Init I leatets and Pin lube Radiators. Response accepted. FYI Only one set ol'plans were turned in with the original submittal. Provide , complete sets ofdrawings including supporting documents. FYI Third review of submittal will be done at an Dourly rate. FILE Li ' Wheo submitting revised drawings, provide Z copies-of cut sheets and revised plans and attach a copy of the enclosed City of Tigard, Letter of Transmittal. The letter of,ransmittal assists the City of"Tigard in tracking and processing the documents. Respectfully. Brian Blalock, Senior Plans Examiner I I FILL Copy August 29, 2003 Libby Metz VI.A. BOTTING CO. 16067 SE 98" Avenue Clackamas, OR 97015 Rl-: MECHANICAL EQUIPMENT @ TIGARD LIBRARY Mechanical Permit: MEC2003-00495 Construction Type: V--1 HR "tenant Name: Tigard Library Occupancy Type: A2.1/13 /Address: 13500 SW Hall Boulevard Occupant Load: 429/316 Area: 48,410 Sq Ft Stories: 2 The plan review was performed under the State of Oregon Mechanical Specialty Code (GMSC) 2002 edition; .nd the Tualatin Valley Fire& Rescue Ordinance 99-01 (TVFR99- 01) 1999 edition. The following information is required prior to the issuance of a Mechanical Permit. 1. Revise drawings to comply with Rl'i M 041. 2. Clar'fty the maximum system design pressure. 3. Provide details for the attachments of the AHU's to resist lateral loading. Permanent equipment supported by the structure, 400 lbs and oNer, shall have their attachments designed in accordance with formulas in section 1632 of the Oregon Structural Specialty Code. 4. Provide manufacture's equipment cut sheets lbr A111.1s. Cabinet l Inil Healers ,:nd Fin Tube Radiators. FYI A Boiler permit is required from the State of Oregon Building Codes Division is required for the installation of the boilers. When submitting revised drawings, provide 2 copies of cu; sheets and revised plans and attach a copy of the enclosed City of Tigard. Letter of Transmittal. The letter of transmittal assists the City of Tigard in tract ing and processing the documents. F.CspectI'll Lly, Brian Blalock. Senior flans Examiner ELECTRICAL - CITY OF TIGARD RE TRIC;EDPEN ENERGY DEVELOPMENTDEVELOIPMENT SERVICES PERMIT#: ELR2003-0035(: 13123 SW Hall Blvd.. Tiqard, OR 97223 (503) 639-4171 DATE ISSUED: 11/20!03 SITE ADDRESS: '13500 SW HALL BLVD PARCEL: 2S102DD-00100 SUBDIVISION: EDGEWOOD ZONING: R-12 BLOCK: LOT: 001 JURISDIC-i ION: TIG Proiect Description: Lim'ted energy for HVAC controls. Job Nc. 1171 A. RESIDENTIAL-— B.COMMERCIAL _ AUDIO R STEREO: AUDIO & STEREO: INTERCOM & PAGING: BURGLAR ALARM: BOILER: LANDSCAPEIIRRIGAT: GARAGE OPENER. CLOCK: MEDICAL: HVAC: DATA/TELE COMM: NURSE CALLS: VACUUM SYSTEM: FIRE ALARM: OUTDOOR L-ANDSC LITE: OTHER: HVAC: X PROTECTIVE SIGNAL: INSTRUMENTATION: OTHER: TOTAL# OF SYSTEMS: i Owner: Contractor: -- CITY OF TIGARD DIRECT DIGITAL CONTROLS INC 13125 SW HALL BLVD 6212 SW ASH ST TIGARD, OR 97223 DAYTON, OR 97114-9718 Phone: 503-639-4171 Phone: 503-864-4940 Reg #: E,LE 36-105CR1,, LIC 150141 FEES Required Inspections Description Date Amount Low Voltage Inspection 1I:1,1'I i-I I:LIt I'cnnll 11/20/03 $75.00 Elect'I Final 1 TA X 18'!h,State Surcharl 11/20/03 $6.00 Total $81.00 ThisPermitPermit is issued subject to the regulations contained in the Tigard Municipal Code, State of OR. 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 days. ATTENTION: Oregon law requires yo 0'iollow rules adopted by the Oregon Utility Notification Center. Those rules are sat forth in OAR 952-001-0010 throuc I ued by - ,�f�'( Permittee Signature t� OWNER INSTAI.LATION ONLY The installation is being made on property I own which is not intended for sale, lease, or rent. OWNER'S SIGNATURE: DATE: CONTRACTOR INSTALLATION ONLY SIGNATURE OF SUPR. ELFC'N DATE: !.ICENSE NO: Call 639-4175 by 7:00 P.M. for an inspection needed the next business day Electrical Permit Application -- — --- Received Date/B : ao O J _ Permit No.: Cityof F I yard Planning App oval Sign �+ Date/By: Permit No.: 13125 SW IIall Blvd. Plan Review Other Tigard,Oregon 97223 Date/By: Permit No.: Phone: 503-639-4171 Fax: 503-598-1960 Post-Review Land Use Internet: www.ci.tigard.or.us Date/By: Case No. _ 24-hour Inspection Request: 503-639-4175 Contact Juns.. See Page 2 for Name/D4ethod: Supplemental Information. TYPE OR WORK PLAN REVIEW(Pl:ase ch:ck ali that applyZ New construction Demolition Service over 225 amps- Il:alth-care facility Lj ❑ Addition/alteration/replacement Other: commercial Hazardous location ❑Service over 320 amps-rating of ❑Brtilding over 10.000 square feet, CATEGORY OF CONSTRUCTION I &2 famil•,dwellings four or more residential units to F-1 l &2-Family dwelling Commercial/Industrial ❑Sys'~m over 6a)volts nominal on,.*structure Accessory BuildingMulti-Family ❑Buildiny over three stories ❑Feeders,400 amps or more _ ry i _ ❑Occupant load over 99 personsManufactured structures or RV park Master Builder Other' C3Egress lightirR plan ❑U Other: JOB SITE INFORMATION an _LOCATION Submit_.sets of plans with any of the above. Job site address: 13,560 -5 W _- The above are not applicable to temporary construction service. �� __ FIE_•_'SCHEDULE Suite#: — Blld ./A t.#: _ _ Number of Ins ectlonsper permit allowed Project Name: A,,n / /rd r r ;,Z' Descriptionn _ --- --- qty Fee(ea.l Tutu New residentlal-single or multi-family per 11, Cross street/Directions to fob site: dwelling unit.Includes attached garage. Service included: IWO sq.ft.or less 145.15 4 Each additional 5W sq.ft.or mttion thereof 33.40 1 Subdivision: 06rUl,e d 1.ot# !s : Limitedencr, I. ide 75.00 2 Limited ever �sidential 73.00 2 Tax map/parcel#: Each manufe. ome or modular dwelling DESCRIPTION OF WORK + service and or reeder _ 90.90 2 Services or feeders-Installation, L j)j4 ' vColl r't s alteration or relocation: 2W amps or less _ 80.30 2 201 ams to 4M amps — 106.85 1 2 401 amps to 600 amps _ 160.60 2 PROPERTY OWNER TENANT 601 ams to IWO amps 240.60 2 Name: Over IOW amps or volts 454.65 2 r w' `' Reconnect only t6,85 2 Address: /31,2 a Temnprary services or feeders-installation, City/State/Zi /c + Or. 7 alteration, relocation/ less 200 amps or le66.85 1 �t,j r 201 amps to 4(N)amps _ 100.30 2 Phone: �j/ � 7i Fax: _ - -- 11 APPLICANT ��CONTACf PERSON 'till w 600 rc s 13J.75 2 — Branch circuits-new,9lter4tion,or Name: extension per panel: Address: — A.1-ce for branch circuits with purchase of service or feeder fee,each branch circuit_ 6.65 2 City/State/Zip, B Fee for branch circuits without purchase:of service or feeder fee.First branch circuit 46.85 _ I Phone: _ _ FBX: Each additional branch circuit 6.65 2 E-mail: — Misc(Service or feeder not included)'. CONTRACTOR — — Each pump or irrigation circle _ 53.40 —_ 2 Each sin or outline hghting 53.40 2 Job No: 71 Signal circuit(s)or a limnt J energy panel, c z7 Business Name: ' ,/ alteration,or extension _--� � Pae 2 75' 2 _ t�Ccr YC 1 K C Description Address: �.)_2f/r S" ; City/State/Zip: n JY. // Each additional inspection over the allowable in any of the above: _ / Per insnectionper hour min I hour) Phone: Y11- Yom/a I Fax:3776 -V.1 To imestigrtion ice — -- CCB Lic. #: SC/ Lic. #: Y4 p Other Ehxcrlcal Permit Rtletl• — Supervising electricians / 01/1' °`I __ Subtotal E sii►nature re utred: G'2' A __ Plan Review 25%of Permit Fee) a -- Print Named Av u� L{c. #: Do 7 — State Surcharge(8%of Pennit Fre' $ �'— Ax L. TOTAL PERMIT FEE 5 �' Aut:rorized /— � Norlce: This permit application expires if a permit Is not obU sed within / Signuture G' �— __ Date: >l�'�� ISO d3%s after it has been accepted as complete. / •Fee nuthodolop set hs fri-County Building Industry Service Board. —i (Please print name) —Y— -- i kDsa`Permit Fomu\ElcPemtttApp.doc 0103 Electrical Permit Application - City of Tigard Page 2 - Supplemental Information LIMITED ENERGY PERMIT FEES: RESIDENTIAL WORK ONLY: Feefor all systems............................................................ $75.00 Check Type of Work Involved: RAudio and Stereo Systems* Burglar Alenn Garage Dour Opener* Beating,Ventilation and Air 1-onditiontng System* Vacuum S!1stems* either -------.- COMMERCIAL. WORK ONLY: _ Fee for each syst-em.......................................................... $75.00 1SFF OAR 918-260[601 Check Type of Work lnvolved: Audio and Steren Systems Boiler('ontrols Clock Systems Data Telec.immumcation Installation Fire Alarm Installation Hb AC Instrumentation Intercom and Paging Systems Landscape Irrigation Control* El Medical Nurse Calls Outdoor Landscape Lighting* Protective Signaling Other Number of Systems * No licenses are required. Licenses are required for all other installations t,d)sts`Petmit Forms.LlcPermttAppPg2.doc 01/03 l / CITY OF TIGARD BUILDING PERMIT PERMIT #: 13UP2003-00583 DEVELOPMENT SERVICES DATE ISSUED: 11/5/03 13125 SW Hall Blvd., Tiqard, OR 97223 (503) 639-4171 SITE ADDRESS: 13500 5W HALL BLVD PARCEL: 25102DD 00101) SUBDIVISION: EDGEWOOD ZONING: R-12 BLOCK: LOT: 001 JURISDICTION: TIG REISSUE: FLOOR AREAS _ EN EXTERIOR WALL CONSTRUCTION CLASS OF WORK: FPS FIRST: sf N_ S: E: W: TYPE OF USE: COM SECOND: sf _ PROJECT OPENINGS? _ TYPE OF CONST: 5.1 HR sf N: S: E: W: OCCUPANCY GRP: A2 1 TOTAL AREA: 0 sf ROOF CONST: FIRE RET? OCCUPANCY LOAD: BASEMENT: sf AREA SEP. RATED: STOR: 7 HT: ft C;ARAGE: 5f OCCU SEP. RATED: BSMT?: MEZZ?: _R_'EQD SETBACKS _R�Q_UIRED _ FLOOR LOAD: psf LEFT. �ft RGHT _ ft FIR SPKL_ SMOK DET: DWELLING UNITS: FRNT: ft REAR: ft FIR ALRM : HNDICP ACC: BEDRMS: BATHS: IMP :SURFACE: PRO CORR: PARKING: VALUE: $ 15,750.00 Remarks: Fire alarm system for new library Owner: Contractor: CITY OF TIGARD EC COMPANY 13125-W HALL BLVD PO BOX 10286 TIGARD, OR 97223 PORTLAND,OR 97296 Phone: 503-639-4171 Phone: 503-224-3511 Reg #: LIC 49737 FEES REQUIRED INSPECTIONS _ Description Date Amount Fire Alarm Insp 13l ill.D) Permit lee 9/23/03 $196.90 Final Inspection FAX) 8%.State"fax 9/23/03 $15.75 �fl.S) FLS Pin Rv 9/23/03 $78.76 Total $291.41 _A This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of OR. Specialty Codes and all other applicable law. All work will be done in accordance with approved plans. This permit will expire if work is not started within 180 day: of issuance, or if work is suspended for more than 180 days. ATTENTION: Oregon law requires you to follow the rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-001-0010 through OAR 952-001-0100. You may obtain a copy of these rules or direct questions to OUNC by calling (503)246-6699 or 1-800-332-2344. Issued By: ' LCt a t _c— nn ittee Slg Si nature: Call 639-4175 by 7 p.m. for an inspection the next business day '�s () .2.1 Sl�:t 1 1 :27 LILY . 5H�1i 113V 4fD A � 7�oFi� ? Y X1001 Fire Mo etio I `system Buildin �'ermit A @tion sive , Building {,� Planning Approval ()then 'City of Tigard Dow : Pmm7I No.: —L'Y'L Y 3 V12 13125sw Hall l3tva. P1enRevte 1 ��, T I other S- s p �_: Permit No Tigard,Oregon 97223 Part-Ilevtew Land Use Phone: 503-639-4171 fax' X03 598-1960 Dat __ L� luternet: "vw-cLtigard,or.us cm act - lune.: Seep age 2 Su lernentalInformation V 2a-hot:r lr.spection Request 503-6_;9.41'75 NrmcMethod: Si�_--- __ mohr o --1 co lCtln utter'—nen _� l ak Addition,/alteratiorJre laceri, Other k pet�mrx-1 :ndicatc Note Permit fees'ate bayed on tint total value of the worr the%slue(rounded Io the nearest dollar)of all equipment,materia s,)abor, CA2-Fatri;y dwcllin� Cor.lrrleMaIlridustrlia, ;Ivetttatc!and profit fcr the work tr•dlceted on th s appl tadunss 13uildln� Mulri-Fami y_- R._.............ter Ell do Other: bathe.WNo.ofbedrocrns:Total number of floors Job site address: V� New dvi l arra(sq.ft) Butte _ Bld ./ t.�: ..••---__ #: _ _.._., --� OaraONcarport area(sq ft. ... ... ................ -- --- C ecw porch area(.. ...)....... Cross street/ eations to job site: Deckk area(sq. ft.I. — Other sttvcrure area(ap tt.l.,• ... ............... Subdivision: �•� _�l:of tM: - "' — W TatX n1B t 8!c Cl# Nota Permit tee@•are based Lin ll a total valet of the work perturMIC. Indil 1)) E9'Xt --Oil gy 2WI .Il -"„""'*� rhe,Cue(rounded w the nearest dollar)of all equipmrnl,tnate•Itls,Icbor. t' +.-- -- =- - ovrrhead and rro81 for the work a dieated on rids appliestrcn A\w� Valuation F ............... ................... ._ ....,.., . $----1-----Existing building area(sq.ft,), .. 3 New building a ea(sq.fL) ..... ..................... yo - Ntunbtx ot'stotties.. . . .,........ ...... _ w - - I Type of construction................... 1Q_ G' � hill-. _.__ gccuparcy grvup(s): r fisting Name' — ---- --- New: Address: — -- _ _._- -------- —. - - - Cit istatrJZi : -. y— --p-- -- NO ME: All contectors acrd subenntra001's are required to be Pho_ne Fax: licensed with the Oregon C.on.itruction Conrractorl Board under ._'.�- -- provisions of ORS?41 and nu)be tequitrd to be licensed in the Business Name: � jurisdiction where work is being perfomed If the applicant is exempt Contact Name: ftom lice(:ing,the following reason applies: Address Phony E-mail: .;, Rusinet;s Name: E C (_,p� --- �__- --_ I Fess due upon applicarinn S--- -- Address: it b o --. -- -- - Amount received... S PIlore:5 u] Z) 1 l l I FWL: o i tti S tr l� LL ate CCB Lie. 0'. AuthOrlZeA _ -- - ( t -� tlee NnThis nn ap penlol!cetiotrilltrilltrillIt a prrmir is ii-e.ntained wttJlh• glfltatUte' fy_;� �_ pate' / tae ear..rter it hrs @nen ratepinl a+rnmpiele. •rer methadologr let try Tit-(henry BuNdina Irduslrr Srr.ic<YaarJ. (Please print name) i. Ds4`PerrutFctmu\niop?e ndtaop.da• 01,'01 nA 2.1 11 :27 FAN 10:,719' 19i1u M OF TTi,"RT, uu; FILE Copy . Fire Protection Permit Check List Doscrib work to be don q) • rN(.;w I B.) MooificratiQn to xrinklor hr&ad:i cinly; CI AcOirin U 1-10 heads: Nr.1 plan revioov required, J Alteratior, 1 ?{ 11F3arls. Plan revie%�t rtquired. j RepaH l\un-iber of sprinkler �ditional description of work, Tv e of 5 stere (Complete A, 8, C or D as a 5cable - d-Y '-J - ---- - ! Adeitionol _stand 1 os Information: ; Hazard Group Density Desicin Area K. Factor Sprinkler Pro act Valuation:_ $ -____..__J Hood Project Valuation$ z # Suba-ittal shall B3 !q_Ng Calculations Yes t - — inclUde: Individual Cornponent Yes Cu Sheets j _ Fire Alarm Projoct Valuation_ $ - Al •. ,_, ' �_ Squrare F oatH;fe __' F'c:rmit Fee 0 to 2,000 _ _ $1 N'.50 _ 2,001 to 3,600' 232.50 3,801 to 7,200 - 7,2-1 and greater A_ $381.50 - $ rinkler Pro ect Square Footage: _ �c ft• �- Project Valuation Subtotal, A- Q _- -_— Peniiit fee hnsed on vaiva�'oo (Soo attached chart � _�IAl AN _ F'Ferfee based an square foutage 'DD) see fees above: $ rnitState_Surcharge 8'� of Nerrnit Fee: $ _. FLS Flan Review 40% of Permit Fes' $ TOTAL:_ 11 Flan review recuirPs a comoleted applicvt;,)n and 3 sets of plans at submittal. Plan review teos are required at submittal. "Now"fire pret ction �,yst+:m;a squire that plans bee the original seal of all Orecol, licensr:d fire suppresslcn engineer, or MCF-7 levr'! '3" tertinicians. ,d�na�rne�FP�u .ck�l,�c ,. 02r-yap CITY OF TIGARD 24-Hour BUILDING Inspection Line: (503 175 MST INSPECTION DIVISION Business Line: (50 -4171 --- BUIP ! --- RPceived Date Requeste — _ AM e___-_. PM— BUP I-ocation ------ Suite—__ MEC ----------_-_ Cnmtact Person — �-' Ph( - _) U�� PLM _. ---- Contractor Contractor=_? Ph(_-__—) SWR ---__—_ ---- .-- BUILDING Tenant/Owner -��—_ ELC Fooling ELC Foundation Ftg Dram Access: 619- (.L/L- ELR --- ---- ----- Crawl Drain (� Slab inspection Notes: SIT Post&Beam _ Shear Anchors - - - - Ext Sheath/Shear .Q Int 5heathi3hear - — Framing —_ Insulation -- - Drywall Nailing Firewall - .,grin - ---— Sirs aim �✓u k 1 i� 0 Susp'd Ceiling - --- - — --- --- Roof ��-- Oche . —_ ----- --- Fit 1 PASS AT FAIL PLUMBI ---- -- _ —_--- Post$ Beam Under Slab f'•,ough-In �T— Water Service ------- Sanitary Sewer Hain Drains -- — Catch Basin i Manhole — 11A/V I a" Storm Drain - 1 Shower Pan Cther. —f- PASL PAR",.—FAIL — MECHk JCAL Post& Beam Rough-In -- — Gas Line Smoke Dampers Final i f PASS PART FAIL —-- — — ELECTRICAL Service -- Hough-In - UG/Slab Low Vol!age Fire Alarm Final ❑ Reinspection fee of$_ _--required before next inspection. Pay at City Hall, 13125 SW Hall Blvd. PASS PART FAIL SITE _ F] Please call for rVinspetion RE:- - ___-__ Unable to inspect --no access --- ----- Etre Supply Line ��� Q ADA � r � JI C_.. Approach/Sidew;�4 Darts -_ —_ ._ � Inspector V _ Ext other:_ __ Final DO NOT REMOVE this histpection record from the job site. PASS PART FAIL RD ELECTRICAL PERMIT CITY OF TIGARD PERMIT#: ELC2003-00467 DEVELOPMENT SERVICES DATE ISSUED: 8/19103 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639.4171 PARCEL: 2S102DD-00100 SITE ADDRESS: 13500 SW HALL BI_VO ZONING: R-12 SUBDIVISION: FDGLWOOD BLOCK: LOT : 001 JURISDICTION: TIG Project Description: Llectrici l work associated with construction of new library. Limited energy is for fire alarm system. _ Job No 70842 RESIDENTIAL UNIT TEMP SRVC/FEEDERS _ MISCELLANEOUS 1000 SF OR LESS: 0 200 amp: PUMP/IRRIGATION: EACH ADD'L 500SF: 2.01 - 400 arnp: SIGN/OUT LINE LTG: LIMITED ENERGY: 401 - 600 amp: SIGNAL/PANEL. 1 MANF HM/SVC/FDR: 601+amps - 1000 volts: MINOR LABEL (10): SERVICE/FEEDER BRANCH CIRCUITS _ ADD'L INSPECTIONS 0 200 amp: �10 W/SERVICE OR FEEDER: 254 PER INSPECTION: 201 - 400 amp. 4 1st W/O SRVC OR FDR: PER HOUR: 401 - 600 amp: 1 EA ADD'L BRNCH CIRC: IN PLANT: 601 - 1000 amp: 2 _ PLAN REVIEW SECTION 1000+ arnplvolt: >=4 RES UNITS: >600 VOLT NOMINAL: Reconnect only: SVC/FDR>=225 AMPS: CLASS AREA/SPEC OCC: Owner: Contractor: CITY OF TIGARD ELECTRICAL CONSTRUCTION CO 13125 SW HALL BLVD PO BOX 10286 TIGARD,OR 97223 POP.TI-AND,OR 97296 Phone: 503-639-4171 Phone: F-295-301 Reg #: 224-3511 049737 slip 3286S _ FEES _� ELF 26-45C Description _ Date Amount Required Inspections [ELPRM'I'j ELC Permit $2,920.60 Ceiling Cover [ELPLCKj ELC Pln Rev 7/31r( l $730.15 [TAXI 811/o State Tax 7/30,03 $233.65 Wall Cover Low Voltage Inspection (additional fees not listed here) Elect'I Service 836.28 Rough-in ct — Total $4, Elect'lFinal chis Permit is issued subject to the regulations contained in the Tigard Municipal Code,State of OR 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,ur If work is suspended for more than 180 days, ATTENTION: Oregon law requires you to follow rulas adopted by the OregoTestioto Center. Those rules are set for+;t in OAR 952-bbl-60M UAR 952-001-0100. You may obtain copies of these rules or dir� NC at(503L6-61,11 or 1-800-,331-2344. /Issued ray: / !� l _ Permit Signature: l� i OWNER INSTALLATION ONLY The installation is being made on property I own which is not i itended for sale, lease, or rent. OWNER'S SIGNATURE: _� __--- DATE: i CONTRACTOR INSTALLATION ONLY SIGNATURE OF SUPR. ELEC'N: ��.� r :.�– 1` _ DATE: i_ICENSE NO: Call 639.4175 by 7:00pm for an inspection the next business day CF USE ONLY -Electrical Permit Apl>I p •cation Ranged 1 �9 0 filectrical hermit No.: Planning City of Tigard Date/By:y:Approval Sign ate/ Permit No.: 11125 SW Hall Blvd. Plan Review other Tigard,Oregon 97223 µ Date/By: PennitNo.: tbL 0,W6-t6oZ•1/ Post-Review ►and use Phone: 503-639-4171 Fax: 503-598-1960 Dat�'B Case No.: _ Internet: www•ei.tigard.or.us Contact Jar use See Page 2 for N-hour itrspection Request: 503-639-4175 Name/Method: —_`/ICS• Su iemcnfat intormatton. TYPE OF WORK _ PLAN REVIEW Please check all that ew construction _Demolition y rvioe over 225 amps- Health-care facility comm:rcia) ❑Hazardous location Addition/alteration/replacementUther: ❑Service:over 320 amps-rating of [3 Building over 10,000 square feet, _ CATEGORY OF CONSTRUCTION 1&1 fl.mily dwellings four on lore residential units in 1 & l-Family dwellin► Otnmel tial/Industrial -_ ❑System over 60f1 volts nominal one structure ❑Building over three stories f ❑feeders,400 amps or more Accessory Building Multi-Farrifly Q occupwit load over 99 persons 11]Manufactured structures or RV park Master Builder _ OtY.,er: ❑i?gress/lighting plan ❑Other:-- Submit _ JOB SITE INFORMATION and LOCATION Submit�sets of plana with any of the --- The above are not appivshle to temporary construction scrvice._ Job site add_rens: 13 U o $W FEE*SCHEDULE _ Suite#:_ Bld ./A t,#: _ Number of ins ections er crmit allowed Dpscr•iption Qly Fee(ra.) ToUI Project Name: t g p�� L t b r 4 rNew residential-%ingle or multi-fandly per Cross street/Directions to job site: dwelling unk.includes anached garage. Sersice included: 1009 sq.fl.or less 145.15 4 Each additional 500 sq.R.or portion thereof 33.40 1 Limited ener y,residential 75.00 2 Subdivision: ' 1.Ot#: Limited energy,,non residential 75.00 2 T'aX map/parcel#: Each mam-factured home or modular dwelling DESCRIPTION OF WORK service andior leader 90.90 2 Services or feeders-Installation, a J Pow tr QV,_ PJ e✓ alteration or relocation: p 80.30 �n� eG 2 200 am s or less \°-'ti'r n,y 201 amps to 400 amps--- _ _ It 106.85e 2 401 amps to 600 snips —^ r 160.60 140• a 2 ROPERTY OWNER TENANT 601 amps to f000 am s ___ 200.60 l'ao 1 Over 1000 amp!or volts 454.65 - 2 Name: tf42�y O� � 11'�R� _ Reconnectonl 66.85 2 Address: /$/ Temporary services or feeders-installation,dterallott,or relocation: r ity/Stke/z) ' :)0 amps or less 66.85 1 - _ 2111 amps to 400 amps -_ �^_� 100.30 -^.._ 2 Photic: Fax: 401 to 600 ams 133.75 2 ADPL -ANT CONTACT PERSON Branch circuits-new,alteration,or � Name: extension per panel: A Fee for branch circuits with purchase of 6.65 2 Address: _ _ _ service or feeder tee,each branch circuit City/State/zip: B.Fee for branch circuits without purchase of -- service or feeder fee,first branch circuit 46.85 2 Phone: —1 I aX: i�__ Each addittma{branch circuit h.65 2 E-nail: Misc.(Service or feeder not included): Fach um or irti ation circle 53.40 2 CONTRACTOR Each sin or outline lighting 53.40 _ 2 Job No: -1 O b`1 _— _ signal circuits)or a limited energy panel, --- alteration,or extension �. Pae 2 �5 2 Business Name: E C C r rr p�� __ Description: 1-,14t ,1 , A ,*2& Address: 1P U (!,U K t U a g t � — j �---- _Each additional inspection over the allowAhle In an of tile above:-- City/State/Zip: bove:_`Cit /State/Zi : P \ V4 O'R • 1 °I Pct inspectionneer hour(min. I hour) Phone:-503 ;),;10 S 7�� FaX: Sv7 2'►S 12 Investi etion fee: Other: CCB Lic.#: W-Cl Li • 4 C _ Electrical Permit Fees* Supervising electricia 5i store required: _ Plan Rcvicw 25%of Permit Fee $ (D — State Surcharge(8%of Permit Fcc S �' Print Name �, (� i� TOTAL PERM1IIT F_EE 5 $ a1 Authorized Notice: This pert.It application expires ire permit I of obtell,�•I within Signature: --T -_—�_ Date:-- 180 days after It hes L-en accepted as complete. 'Fee methodology set by Tri-County Building Industry Service Board. _ (Please print nattx) ----- r �� P t II 1 9 0 r i:\Dsts\PcrmitFortr.s\ElcPermitAijp.doc 01/03 Elertrical Permit Application - City of Tigard Pale 2 - Supplemental Information LIMITED ENERGY PERMIT FEES: RESIDENTIAL WORK ONLY: Fee for all systems............................................................ $75.00 Check Type of Work involved: u Audio and Stereo Systems* El Ilarglar Alarm ( oarage boor Opener* L J Heating,Ventilation and Air Conditioning System* RVacuum Systems* 177 ()tiler --,-.--- _COMMERCIAL WORK ONLY: _ Fee Fir each system........................................................ $75.00 (Stip OAR t)IK-260-260) (heck Type of Work Involved: E j Audio and Stereo Systems n Boiler Controls Clock Systems Data Telecommunication Installation RICHARD GRABILL Dire Alarm Installation PRO it CI MMVAaER [] IIVAC 4-4 ewcf-��( Instrumentation OR GC60 49737 Intercom and Paging Systems Direct Lino(503)220-5382 Corporate(503)224-3511 •Fax (503)295-3012•Mobile(5031 679.9180 a Irrigation Control* 2121 N W 'rh�an,97210•PO Bax 10286•Fortland Oregon 9729E Landscq P R e-mail: ncha O e-c-co.corn http Mr vw e-c-company 00m IJ Medical E] Nurse Calls Outdoor Landscape Lighting* Protective Signaling F-1 Other Numher of Systems " Vo licenses are required. I.icenses are rcquircc, for all other installations i\Dsts\Pern,i,rorms0cPenrtitAppPg2.doc 01103 ,09 1:09AM -RC*P.2 LAVDSChPE 5035G44S3 T-191 P 002/302 F-112 I'M YS F1:15Ja?T3r7d> !YipJ�� IG?i� P� Itii� F�:fiTx `1M5��� '.t�1. Cn '�' It p g1jpo Ggnen;JlWmc:amp%iy � T MEMORANDUM o r ' 07,21/03 T0,, CONTACT. EC Electrical Const.Co.-Richar;I Graybill r/t PHONE. 503-220-6382 CUSTOMER NAME: New Tigard LibrsrY AUCRESS. 11500 SW Hall31v_a j rd OR X1224 M+ FROM: PGE ENGR• Ken Caute,reZ IR y 503 �7C-1412 u S;1aJEC' 3-PHI SE SECONDARY LI" -1-NM F T t�.URR�PJT[rSh1S.: _ _ _. ;I II TRMER BATA ;tiFMP lmtn dance(°5,;. — _ $ NaDIZ P:ErAPCRK I p TITAIISFORMER VF. 750 KVA 7 No ` r Sv-cundary VOLTAVE(L to !.1: 480 V vE► 7 n i VAULT—> 1i�11JL or Pr,;(, Pole) SECONDARY i 11 "h 3econdary Wile Lf?NJI:,i N: D f�t WIRE SIZE Number of SECONDARY RUNS: 1 Rjn)s)ai. :150 ox Secorldriry'.1YR R J.:v,iac ')hmr4",0C3, I r, Socrrndary WIRE Raa:aanccr A. �.C33G Ohni�;C;?7 I ra. r�• l i VAUL.Tor Pai_2L PANEL SECONDAP.Y I r SHc Dm i Service Wire LENGTH. _ 111 Fee, V41RE SIZE i Number u° ^:nnce RUNS, 3 Run(S)ct: a5t)r3X }r I aervlce WRE Resistance R J60(; Ch-, s 1000' I i ' L__SeNce WIPI Reactance X:_ - - 1330 Ghrrs,100G' FAULT CURRENT: 20,146C Amps (rx 9H0117 CIFICU'T CIJRkEh;T) — ;h' �,~.,•tr _„I� ; i I } ;or INTERRUPT:t.G ILRRENr) Based on 3 panel site of: eCQ gimps f' 1 n Fciict'fhis'P s:'Cid M' anri hbor;�t'Print.3=Phase 61,0:. +' 'r .,1ca�• ve n "anannn k:,nd7Rn E40 pl^1I0M"DmpW 17i8T CCZMAuc . •h PH NaMUM 1 � r_ . { M » f,..:''.[.,).!, �)•�.. 1+,.,.,. CITY ®F T I G A R D - BUI'_DING PERMIT PERMIT #: BUP2003 00514 DEVELOPMENT SERVICES DATE ISSUED: 8/27103 13125 SW Hall Blvd.. Tigard, OR 97223 (503) 639-4171 PARCEL: 2S102C)D-00200 SITE ADDRESS: SW NO-ADDRESS" ! 35"0o Su/ k&L /3(-110 SUBDIVISION: FDGEWOOD ZONING: R-12 BLOCK: LOT: 001 JURISDICTION: TIC REISSUE: FLOOR AREAS _ EXTERIOR WALL CONSTRUCTION CLASS OF WORK: FPS FIRST: sf N:� S: E: W: TYPE OF USE: COM SECOND: sf PROJECT OPENINGS? _ TYPE OF CONST: sf N: S: E: W: OCCUPANCY GRP: TOTAL AREA: 0 sf ROOF CONST: FIRE RET? OCCUPANCY LOAD: BASEMENT: sf AREA bEP. RATED: STOR: HT: ft GARAGE: sf OCCU SEP. RATED: BSMT?: MEZZ7: _ _REQD SETBACKS _ REQUIRED _ FLOOR LOAD: psf LEFT: ft RGHT: ft FIR SPKL: SMJK DET: DWELLING UNITS: FRNT: ft REAR: ft FIR ALRM : HNDICP ACC: BEDRMS: BATHS: IMP SURFACE: PRO CORR: PARKING: VALUE: $ 1,200.00 Remarks: Underground fire service for 5 feet out stub Owner: Contractor: MCKINSTRY COMPANY 5400 NE COLUMBIA BLVD PORTLAND, OR 97218 Phone: Phone: 331-0234 Reg #: OET 00p00001179 FEES _ LIC REAdib INSPECTIONS — Description Date Amount Misc. Inspection 1 f3U1LD) Penull I cr 8/27/03 $62.50 AN S 8'%a Slalc I an 8/27/03 $5.00 Total $67.50 This permit is issued subject to the regulations contained in the Tigard Municipal Code, State o JR. Specialty Codes and all other applical)le law. 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. ATTENTION: Oregon law requires you to follow the rules adopted by the Oregon Utility Notification Center. Those rules are set forth ir; OAR 952-001-0010 through OAR 952-001-0100. You may obtain a copy of these rules or direct questions to DUNG by calling (503) 246-6699 or 1-800-332-2344. Issued By: r e PP rm it tee / Signature: Call 639-4175 by 7 p.m. for an inspection the next business day Pre Proteefinn System Buildin hermit AP licatiorr ' ' ' rMCFATSF _•_ � Received Building Date/By: g %7 G> Permit No.. co - ` Planning Approval VOther City of'Tigard Date/By. Permit No.: 13125 SW Hall Blvd. Plan Rcvicw — Other Tigard,Oregon 97223 Date/By: Permit No.: - Phone: 503-6394171 Fax: 503-598-1960 Post-Review Land Use Date/By: Case No. _ Internet: www.ci.tigard.or.us Contact Juris.: See Page 2 for 24-hour inspection Request: 503-639-4175 Name/Method Supplemental information TYPE OF WORK _ REQUIRED DATA: New construction Demolition I&2 FAMILY DWELLING Addition/alteration/re lacemenJLJ Other: — —`— -- CATEGORY OF CONSTRUCTION _ Note: Permit fees*are based on the total value of the work performed. Indicate I &.2-Family dwelling J commercial/Industrial the value(rounded to the nearest dollar)of all s pmenb rnaterials,labor, — uvenccr,i and profit for the work indicated on this application. Accessory Building__ Multi-Family ElMaster Builder Other: 7aluation......................................................... $-_-- JOB SITE INFORMATION and LOCATION a.of bedrooms: No.of baths:-- _ aths: _ Job site address: t Y 0 Sup At A_ F3 c.-urd Total number of floors..................................... !• New dwelling area(sq. ft.).............................. - Suite#: Bld ./A t.#: Garage/carport area(sq.ft.)............... ............ Project Name: CITY o F 'TI caAJWCovered porch arca(sq.ft.)............................. Cross street/Directions to job site: — Deck area(sq.ft.)............................................ Other structure area(sq.ft.)............................ REQUIRED DATA: COMMERCIAL-USE CHECKLIST Subdivision: Lot#: _ { ` Tax ma / argel#: Note: Pcrmit fees*arc based on the total value of the work performed. Indicate DESCRIPTION OF WORK the value(rounded to the nearest dollar)of all equipment,materials,labor, �. overhead and profit for the work indicated on this application. Valuation.......................... $ - Existing building area(sq.ft. New building area(sq.ft.)............................... Number of stories............................................ PROPERTY OWNER ___ TENANT-- Type of construction....................................... _ Nanlc: Occupancy group(s): Existing: _ --- -- --------- Ncw: -- --- Address: Cit /Stat%_: __ Phone:___ Fax: NOTICE: All contractors and subcontractors are required to be APPLICANT �— CONTACT PERSON— licensed with the Oregon Construction Contractors Board under _ provisions of ORS 701 and may be required to be licensed in the Business Name:' dt i `1 r� .rV -fCt�w�PR,�Yjurisdiction where work is being performed. If the applicant is exempt Contact Name: Et=l /V O)OK from licensing,the following reason applies: Address: 5goo NE CoLumfrA "D � ---- city/state/zip: Qo1 Dr one: - _ - -- — --- -- Pho5U ,v'L?�1 - FaX: Sd3 33 I, �'IO BUILDING PERMIT FEES* E-mail:art{n•A c Ce -,c r:rNSTI-�� '"`^ Please refer to fee schedule. CONTRACTOR ----- - - Business Name: 1�l(.r.�` lt-t( (or+�FA•�Y __- I Fees due upon application............................ $ Address: Amount received....... City/State/Zi ►"t r\� ;` o �. . $ Phone: Fax: Date received:- CC C. : z•L3-a�l.��)_M -K-1 +- 37�f Co L------ - - -- AutI rizcd 7-TNotice: This permit rppileation expires it a permit Ii 11M ublulned Signature: ---- Dat,-06-7 Igo U� Igo days after it has been accepted as complete. *Fee methodology set by Tri-County Ruildinl;Industry mien Nuard. (Please print name) is\Dsts\Permit Forms\hldgPermitApp.doc 01/03 r Fire Protection Pormit Check List A. ❑ New _❑Addition ❑ Alteration ❑ Repair B.) Modification to sprinkler heads only: Describe work to 1. 1-10 heads: No plan review required. be done: 2. 11+ heads: Plan review required. Number of sprinkler heads:_._. Additional description of work: Type of System Complete A, B or C as applicable A.) Sprinkler Wet ❑ _ Dr ❑ �__ Standpipes Additional Hazard Group___ — Information -.Density _ Desi n Area K. Factor_ Sprinkler Project Valuation: 1 $ B. T e I - Hood Fire SuppresslonSstem Hood Project Vaivation $ C. Fire Alarm_ Submittal shallyBaftery Calculations Yes ❑ _ Include: dual Component Yes �] heets _ Fire Alarm Project Valuation: $ _ _Protract Valuation Subtotal A B & C):- $_ Permit fee based on valuation (see chart : $ _ 8% State SUEOA a: $ _ FLS Plan Review 40% of Permit: $ ` -- TOTAL: $ Plan review requires a completed application and 3 sets of plans at submittal. Plan review fees are required at submittal. "New" fire protection sy5t,?ms require that plans bear the original seal of an Oregon licensed fire suppression engineer, or NICET level "3" technicians,. i�dsi s\forms`FPSchecklist doc 11/2101 t i AUr i <.� .t09: 55 L� PM bR I Li�E�I� ! FIFE PROT. 593 751 5022 ' 9 CD L-ccats Flamed" I i c 4 C1 , � 47 I U N I � I li i I � A � McKinstry Company X 5400 NE Calumbia Blvd, I 7(34RD OREGONA Portland, Onigon 97218 �I Iwc. TITLE: Pave FM out psuu SCALE; VA's I'-V DRAWN ©1: &„Otis j Rhona (503) 731-0134 res, (503) 2111-Ii DATE: W012 r! 148 40: wnouuwx ......... NO: 1 CP 1 -- -� CITY OF TIGARD 24-Hour BUILDING: Inspection Line: (503)639-4175 INSPECTION DIVISION Business Line: (503)639-4171 MST Received ---- Date Date Requested AM- � PeMl BLIP ------ -- Location -_ �% ? - _ Suite MEC -- _—_--- - --. .--- Contact Person _ __— Ph ( ) PLM Contractor _- _ -- _ Ph (__ _—) _ _- .. SWR _—__ -- --- _-- BUILDING Tenant/Owner � ELC Footing ELC Foundatiun Access: Ftg Drain ELR __... Crawl Drain _ Slab Inspection Notes: SIT Post& Beam Shear Anchors - -- - --_ E.tt Sheath/Shear Sheath/Shear ming - - - -- alation Drywall Nailing Firewall Fire Sprinkler Fire Alarm Susp'd Ceiling -- Roof Other: Final _PASS PART FAIL --PLU'M_SIN(i — ---- — - - - Post&Beam Under Slab --- Rough-In Water Service - Sanitary Sewer Rain Drains ---- Catch Basin/Manhole Storm Drain -- Shower Pan Other: — ---� -- Final PASS PART FAIL - — __._.-.------__-- -- MECHA IYIICAL_ _-- Post& Beam Rough-In - -- ----- Gas Line Smoke Dampers -- - --- Final PASS PART FAIL - -- - ELECTRICAL Service > Rough-In UG/Slab Low Voltage Fire Alarm Fi L_J Reinspection fee of$ roquired before ne<t inspection. Pay at City Hall, 13125 SW Hall Blvd. hSIPAS� PART FAIL F] Please call for reinsoeetion RE: Q Unable to inspect - no access Fire Supply Line ADA Date n Ext .Approach/Sidewalk II / _--- , Other: Final DO NOT REMOVE this Inspection record from the Job site. PASS PART FAIL CITY OF TIGARD BUILDING PERMIT DEVELOPMENT SERVICES DATEES UIED: 8/14 0 03 00211 13125 SW Hall Blvd.. Tiqard, OR 97223 (503) 639-4171 PARCEL: 2S102DD-00100 SITE ADDRESS: 13500 SW HALL- BLVD SUBDIVISION: F_DGEWOOD ZONING: R-12 r_ BLOCK: LOT. 001 JURISDICTION: TIG REISSUE: FLOOR AREAS _EXTE_RIOR WALL CONSTRUCTION CLASS OF WORK: NEW FIRST- _ sf N: 1 HR S: 1 HR E: 1 HR W 1 HR TYPE OF USE: COM SECOND: sf _ PROJECT OPENINGS? TYPE OF CONST: 5-11 iR 48,430 sf N: N S: N E: N W: N OCCUPANCY GRP: A2.1 TOTAL AREA: 48,430 sf ROOF CONST: FIRE RET? OCCUPANCY LOAD: 1,082 BASEMENT: sf AREA SEP. RATED: STOR: 2 HT: 37 ft GARAGE: sf OCCU SEP. RATED: 1 H BSMT?: MEZ-Z?: REQD SETBACKS _ REQUIRED _ FLOOR LOAD: psf LEFT: ?0 ft RGHT 20 ft FiR SPKL: Y SMOK DET: DWFLLING UNITS: FRNT: 20 ft REAR: 20 ft FIR ALRM : Y HNDICP ACC:Y BEDRMS: BATHS: IMP SURFACE: PRO CORR: Y PARKING: VALUE: $ 4,092,335.00 Remarks: New 48,430 sq.ft. library. Owner: Contractor: CITY OF TIGARD HOFFMAN CONSTRUCTION CO OF OREGON 13125 SW HALL BLVD 805 SW BROADWAY #2.100 TIGARD, OR 97223 PORTLAND, OR 97205 Phone: 503-639-4171 Phone: 503-221-8857 Reg #: LIC 152410 FEES REQUIRED INSPECTIONS Description Date Amount Erosion Control Insp 846-8 Masonry Insp �'f'll ISj I'll"-Instil 6/11/03 $155,124.00 Mechanical Permit Require Masonry Insp I"1'IF-wl TIF Mass Tr f/11/03 $34,470.00 Electrical Permit Required Framing Insp [BUILD] Permit Fee 8/12103 $12,659.56 Sprinkler Permit Required Framing Insp [ l Fire Alarm Permit Requirec Framing Insp TAX) 8%)Statc Tax 8/12/03 $1,012.70 Plumbing Permit Required Framing Insp (additional fees not listed here) Foot/Found Insp Framing Insp Struc Steel Insp Framing Insp Total 218,458.85 Reinf Steel Insp Roof naiing Insp �--- _ - - - I Slab Insp Insulation Ins This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of OR. Specialty Codes and all other applicable law. 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. ATTENTION: Oregon law requires you to follow the rules adopted by the Oregon Utility Notification Center. Those r -:,as aIL'set forth in OAR 952-001-0010 through OAR 952-001-0100. You may obtain a copy of these rules or rairect questiocq to OUNC by calling (503)246-6699 or 1-800-332-2344. r Issued By: Permittee Signature: Call 639-4175 by 7 p.m. for an inspection the next business day 13 s'oo S w NA1.j Vj-v.D "eW &#VMq Building PeeAr,JA�altiQ `\ r City of Tigard �pR ? �p�s Date received:y�(� Permit Address: 13125 SW Hall Blvd,Tigard,OR 97223 Project/appl.no.: Expire dare: City ofTigard "\ Phone: (503) 639-4171 CITY ur I WARD Date issued: By Receipt no.: Fax: (503) 598-1960 BUILDING DIVISION Case file no.: Payment type: `ltfttd use approval: ,�[,,-^�_�f��,�n1 1&2 femily: Simple Complex: ❑ I &2 family dwelling or accessory Commercial/industrial 0 Multi-family New construction ❑Demolition ❑Addition/alteration/replacement ❑Tenant improvement ❑Fire sprinklerhtlnrm A Other: Job address: '(aQ •�Gc_) f tLZ L bldg. no.: Suite no.: v Lor. Block: � Subdivision: --_ Tax-map/tax lot/account no,:,�sj�,� �•' Project name: G 2 — — Description and location of work on premises/special conditions: _4 \ MEN it 10114 SI Name: (FloPplail 1,%ep(lc Capacity,solar,etc.) Mailing address �� fr _ I &2 family dwelling: City: � IState: ZIPL__271L Valuation of work ......................................... $ Phone: 3- 3 - Fux: E-mail: — No.of bedrooms/haths.................................. _ Owner's representative: 5,e41YAW,#1VQK Total number of floors .................................. Phone: 3- -2 Fax:g mail: C/., New dwelling area(sq.ft.) Garage/carport area(sq.ft.) .......................... Name: i Covered porch area(sq.ft.) ...................... –� Mailing address: ] r/, • 90 Deck area(sq.ft.).......................................... — – City: AO-V ,d State:dd 711): 97Z Other structure area(sq.ft.) .......................... --- Phone: . I. / rFax:3a -f,* E-mail �+�' �p���al/IndustriallmulfhfttmNy: Z 3 Va uutiot of work ......................................... S� Business name: p 7j/C-;f0�V Existing bldg.area(sq.ft.)............................ Number of stories Address: OSSI�� 210 0 New bldg.area(sj.ft.).................................. 1D City: 1k— State:� ZIP: ,j .......................................... - Phone: ..��// Fax ? E-mail• Type of construction ..................................... 5:� O Occupancy group(s): Existing: CCB t:�.: New: City/metro lic.no,: Notice:All contractors and subcontractors are required to he licensed with the Oregon Construction Contractors Board under Name: f�T provisions of OILS 701 and may be required to he licensed in the Address: — jurisdiction where work is being performed.If the applicant is C i,y: Stute: ZIP: exempt from licensing,the following reason applies: Contact person: Plan no.: — –-- Phone: Name: Contact person: Fees due upon application.............................$ Address: _ Date received: City:_. State: ZIP: Amount received $ Phone. Fux: E-mail: Please refer to fee schedule. hereby certify TTiave read and examirie"t,.t application and the Nt4 all Jurl%dica,nv accept emdli cards.plea w call juNvdlc[hm,rte more information attached checklist.All provisions of laws and ordinances governing this n Vise u Mastercard week will he comr1led with,whether specified herein or not, Credit card nun,tw•r-— / / F.xp+res Authorized signature: Date: Name or cardholder as ON twn on credit card '-Print Print name: _ caidholder slynature _ Amount Notice: I'his Orm'rt emtliwtiun expires_if a permit is noLnl:tri+t�ortttt6"i lays afiar it has been accepted as complete. 4404+11 t6MCOMt HLE COPY ARCHITECTURE PLANNING INTERIORS 627 SW Morrison Street,Suite 200 Portland,Oregon 97205 T:503.222.1917 F:503.294.0272 www,srgpartnership.com SRG PARTNERSHIP I N C 90 T R A N S M I T T A L PROJECT NAME: — ^^ DATE: SRG PROJECT NO.: THE NEW TIGARD LIBRARY 4/29/03 2716 CITY OF T :ARD TO _ : — PHONE NO.- SENT VIA. Brian Blalock,Senior Plans Examiner 503-639-4171 City of Tigard,OR �/P /���P%- 13125 SW Hall Blvd Tigard,OR 97_223 VT Y: DA I E. DESCRIPTION: 2 sets —_ 4/28/03 -- 90% CD Dra�ings/Iuilding Permit Filin$ 2 copies t/ 4/28/03 _ 90% CDfrd!l C-171taou&I/Building permit Filing_ _ 1 original __= -- Building Permit.Application Brian- Per Gary Lampela's instruction,these documents are for a building permit on the project. The final drawings are anticipated in approximately two weeks. I am not sure whether the City establishes valuation for permit applications by the UBC Table 1-A or by the estimated construction cost;since the project has not yet been bid we do not have final construction cost numbers. Please let me know how this is to be calculated and I will provide the correct valuation. Per discussion with Gary Lampela,he was to investigate how the City will pay the application fees. FROM: CC: Tim Evans,AIA Senior Associate CITY OF TIGARD Journal Entry Form JE# 142 G/L# 12 JE DGte: 6/11/03 Description: Record TIF Payment for New Library Construction See Attached Month Ending: 6/30/03 _ Reviewed By: Entered By: alb Date Entered: 6/11/03 Debit(+) Additional Ln# _Account# Credit - Amount Information Tm# 1 300-6100-750030 + 189 594.00 TIF Pymt New Libra 1 2 300-0000-101000 - 189 594.00 TIF P mt New_Libra 2 4 210-0000-101000_ + 189_.594.00 TIF P-ymt New Library 3 5 210-0000-448006 - 189 594.00 TIF P mt New Libra 4 6 7 8 _ 9 _ 10 _ 11 _ — + 379,188.00 12 - 379188.00 13 - 0.00 14 _ 15 17 18 19 20 21 22 23 _ — 24 — 25 hFINTInsaeiol O eredonMEXCELUOURNALSYJ2-03 F 2003-06i1e]12JE#142 2b 27 .- 27 -- 28 29 30 room asV9I1 30 IUD TLFT 60 CO2 YVJ WtT 0009/90/ - ., Berry-71F for the Libre_.,.. p.Page 1 From: Greg Berry 0 6-1 1 --0 3 P O Z -5'1 R C V D To: Tom Imdieke Subject: TIF for the Library A letter, worksheet, and payment option form area being forwarded to you. Please arrange for payment of the library ill= in the amount of$189,594 before the July 1, '03 increase- 7 no(A ncrease.7no(A aHv9IJ. do [JI:) 101 RCA Cn9 CvJ CS tT C009/90/90 - SRG P�RTNEIr:.SFIIP•�C' June `, 2003 Gin OF TIGARD OREGON Bruce Barton SRG Partnership, Inc. 621 SW Morrison, Suite 200 _- Portland, OR 97205 TRAFFIC IMPACT FEE FOR TIGARD LIBRARY — 13500 SW HALL BLVD. Enclosed with this letter you will find a calculation sheet showing the computation that has been performed to determine the amount of the Traffic Impact Fee (T-IF) to be paid for the project noted above. The amount of the, TIF- is $189,594. You have three payment options available to you. The first is to pay the 71F at the time you are issued a building perrnit. The second is to arrange for payment over time by signing a promissory note (if you wish to exercise this second option please contact me for additional details). The third ootion is to defer payment until occupancy. Please note with thq this'd option, that Traffic Impact Fees are subject to an annual increase of up to 61% if not paid car financed prior to July 19►of each year You may appeal the discretionary decisions made in determining the appropriate category and the amount of the fee based on that category. A u0 tice of appeal must be received fav the City Recorder no later than 5;00 p.m. on June 19, 2003 and must be accompanied by the $1,170.00 appeal fee required by Washington County Although filed with the City Recorder, an appeal would be heard by the Washington County Hearings Officer. Also emclosad with this letter, you will find a "Countywide Traffir. Impact Fee Payment Option Form". Please choose a payment option, obtain the necessary signatures, and return to me as soon as possible. We must receive this fa.m before permits can be issued. If you have any questions, please contact me at 503-639.4171. erree Gaynor xecutive Assistant Enclosures (2) C* Margaret Barnes, GOT Gus Duenas, COT TIF FHe Building file 13125 SW Hall Blvd., 1 igard, OR 97223(503)639-41-71 Cooln UMV9I1 do U13 TLtT 6C9 COS %E3 Cs:rl 0007,/90/00 DATE•r S CHFCK NO. CA Q PROJECT T"I-E: COUNTYWIDE _ 1'i ti:-C4 TRAFFIC IMPACT FEE PPIICANT: WORKSHEET (FOR NOWSINGLE FAMILY USES) ,� rn o r r '�r� Sl�[�� a U o___ c`TYrzIPrPNcmE: Q 7aa S TAXMAP NO. 8(f1=5/N�ADDRBSS: LAND USE CATEGORY RATE PER TRIP _O[7 RESIDENTIAL $239.00 BUSINESS AND COMMERCIAL It, 60.00 OFFICE w 220.00 INDUSTRIAL $230.00 INSTu-n6NAI_ --__�- $ 99.00 PAYMENT ME'rF'.OD: CASH/CHECK u� CREDIT AM t0FT(PROMISSORY NOTE) _ SNSTITUflOKAL.ONLY: DEFEK TO OCCUPANCY I LAND U§G CATEGORY D SC IP NN OF USE KDAY AV(3. WEEKEND AVG.TRIP TE l • .s9u rl�rT_ rn•PN►rE�fs.so BASIS' �f � � { F � 43 n 0 Li br�trq Credil ')l' p G iurn /pr d FiMot. - un cry hoU5� �/o -trlPaJ. GAI_GUTATiONS: Ir -�C'x5r X y +y►p r�k �5 +-eekrnd fir; rAfe X� 7 tr�P PROJECT TNP GENERATION. /Oairs - Iq�s D� +r�p5 --- - FEEG� -5*�y' — oo �- 2 -------FOR ArCOUNTINO PURPOSES ONLle ADDITIONAL,NCfTEa' ROM s s X13 PREP R BY• i:%d9isUATW WkSht.doc 07117M t�inl aHv9ll 3G ;U13 TLf i OC9 COS YVA C2:t'T COOZ/90/90 CITYOF TIGARD _ PLUMF31NU PERK IT DEVELOPMENT SERVICES PERMIT#: PLM2003-00224 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639-4171 DATE ISSUED: 8l1' •13 .tTE ADDRESS: 13500 SW HALL BLVD PARCEL: 2S102DD-00100 SUBDIVISION: EDGEWOOD ZONING: R-12 BLOCK: LOT: 001 JURISDICTION: TIG CLASS OF WORK: NEW GARBAGE DISPOSALS: MOBILE HOME SPACES: TYPE OF USE: COM WASHING MACH: BACKFLOW PREVNTRS: OCCUPANCY GRP: A2,1 FLOOR DRAINS: 13 TRAPS: STORIES: 2 WATER 14EATERS: 4 CATCH BASINS: FIXTURES LAUNDRY TRAYS: SF RAIN DRAINS: SINKS: 6 URINALS: 5 GREASE TRAPS: LAVATORIES: 19 OlitER FIXTURES: 20 TUB/SHOWERS: 1 SEWER LINE: ft WATER CLOSETS: 20 WATER LINE: ft DISHWASHERS: RAIN DRAIN: ft Remarks: Plumbing fi:.:Jres for new l0rary. Other fixtures are(3)drinking fountains, (2) sumps, (5) hose bibs, (8) roof drains and (2)pressure reducers. Owner: _ FEES —' Description Date Amount CITY OF TIGARD — --- 13125 SW HALL BLVD II'LUMB] Permit Fee 8/12/03 $1,460.80 TIGARD, OR 97223 1 PLMPLN] Plan Review 8/12/03 $365.20 11'AY18 State Tax 8/12/03 $116.87 Phone : 503-639-4171 Total $1,942.87 Contractor: WA BOTTING CO 16067 SE 98TH AVE CLACKAMAS, OR 97015 REQUIRED INSPECTIONS Phone : 503-656-2000 Sewer Inspection Water Line Insp Reg#: LIC 67134 Water Service Insp PLM 37-448PR Top-out Insp Storm Drain Insp Storm Drain Insp Storm Dram Insp Rain Drain Insp RP/Backflow Preventer Final Inspection This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of OR. 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 days. ATTENTION: Oregon law requires you to follow rules adopted by the Oregon � 1 , ISSUed B Y Permittee Signahire: t Call (503) 639-4175 by 7:00 P.M. for an Inspection needed the next bus ness day OV Plumbing Permit ApplicationOFFICE USF ONLY City oi' 'f igard r-—t L% Date received ,, Address: 13125 SW Ball Blvd,AA rd OR RZ2,23 Sewer permit no.: Building permit no.: CtryofTiKmd phone: (.503) 639-41, /i� �) 1 [IJ(f S Project/appl.no.: Expire date: � Fax: (503) 598.1960 Date issued: By: Receipt no.: CITY OF 71GARG Case file no.: Payment type: Land use approval: III w!11 Nr rttytq10N _ •. =&W42 ly dwelling or accessory Commercial/industrial U Multi-family U Tenant i►Tprovement uction J Addition/alteration/replacement J Feud service 1 Other: gal 1 (for special inforivation list,checitliki) iob address: (m 5101 A. gVDescription Qty, Hee(ea.) Total Bldg. no.: Suite no,: Nei, I-and 2-tamily dwcifings only: �. Tax map/ta>,!ot/account no.: (includes 101)It.lor each utility connection) -�— I ot: Rlock SFR(1)bath Subdivision: SFR(2)bath Project name; 'J'! jPLW 1,IMA SFR(3)bath City/county: �>< ZIP;�a�a71� _ Each additi'mal bath/kitchen �.. �Description and location of work on remises: Siteutillties: ���Dtt�JGT NRL _ 1{ i Catch basin/area drain Est.date ofcompletiol.lnspeLtiun: Urywells/leach line/trench drain ! 14c, CONTRAVrOR Foaling {rain(no. lin.tl.) R Mamtfactured home utilities Busin�nuine: , tIt�w _ _�_� ___ Manholes Address: " Saft WC. _ Rain drain connector City: State: Zip: _ Sanitary sewer(no. lin.fl.) _ Phone:46b ppp Fax; E-mail:J• ► Storm sewer(no. lin.ft) CC 13 no.: Plumb.bus.reg.no: ,3 g pt Water service no.lin.fl. City/metro lic.no,: 110,97e1/ Fixture or item: Contractor's representative signature Absorption valve ��n _ Back flow preventer C Print n.ui" Dale: _BackwqjqLvaIve Basin. av u Nainc (�nf 44100 Clothes was cr yddress:IX500 �N/ }�q�.L ���p Dishwasher �- Drinking fauntain(s) t �t, 6AItp _ State: QK aP: �� �L _ Ejectors/sump I'Iwne: a 1 -rnrtil Expansion tank Fixture/sewer cap Namt:(print): C1011OF ` Floor drains/floor sinks/hub —6-ng s: Garbo a dis osal �Ittiling address: �� 1.V Hose bibb t tY: TI State: CR Z - Ice maker Phon 4 Fax: �E-mail: Interceptor/ tease trap Owner installation/res4lential maintenance only: The actual installation Prhncr(s) will be made by me o1 the maintenance and repair made by my regular of drain(commcrcia_IL_ employee on the property f own as per ORS Chapter 447. in ),basin(s),lays(s) Owner's si nature Date: I u�h _ wwe�/ hewer pan Nruuc: nor rtnal Address: W-- u ----- Water closet Water heat M City: F ICTUAtz Z.IP: Phone:Z` Fax: E-mai): 'Total l ?p Not ell prn.wlirtiun�accept creditdcreditcxNw,plow.+.calf junadmh°u for more infiMtntntun,fee............... umation. Notice: This permit application 1 ' U visa U MmlerC'ard Plan review(at ' %) S • �O expires if a permit is not obtained Credit cart nuniho IState surcharge(ff�') S t within 180 days after It has been Name uficardhulder it,xhnuu un c,alit ceid _ - ac'c'epted as complete. TOTAL........................ -(.at�ii�¢t dgnntuic _ ---7Cmtwnl "04616 Ih00 CW mss_. FOR OFFICE USIrONLY Received Plumbing tpJ — Date/By: .J 7 Q j Permit No/ Pa d2 MV 2 7 1003 Planning Approval Sewer City of Tigard Date/By: Permit No.: 13125 SW Hall Blvd. CITY GF TIGARD Plan Review Other Tigard,Oregon 97223 BUILDING DIVISION Post-Da' y' _— PemtitNo.: se Phone: 503-639-4171 Fax: 503-598-1960 Datcf y: Land o.: Date/B•y__ _._ Case No.: Internet: www.ci.tigard.or.us Contact Ju ' .: See Page 2 for 24-hour Inspection Request 503-639-4175 .r, Name/tvlcthod: M // Suppleincutal Information. TYPE OF WORK FEE*SCHEDULE(for speclat Information use checklist) Ncw constructionDemolition Descriptio:, rntni Addition/alteration/re lacentcnt, Other: New 1-&2-family dwellings —_L� (includes 100 ft for each unlit conncctIon _ CATEGORY OF CONS UCTION FR I bath _ Y 249.20T— 1 & 2-_Farnil dwellin Commercial/Industrial S 2 bad, 350.00 — Accesso Buildin Multi-Family sFR ?l bath __ 399.00 ❑Master Builder ❑Other: Each additional bath/kitchen _ 45.00 _ JOB SITE INFORMATION an LOCATION _ Firesprinkler-sq.it.: Pave 2 Job site address:/3500 Stat a ff"40Ti ,OQ ZZ3 Site Utilities Suite#: IIld6./Apt.#: — Catch basin/area drain` � _ 16.60 Dr cll/leach line/trench drain 10.60 _ Project Name: 444 73IN UORRR_� Footing drain no. linear ft — Page 2 Cross rtrccbtiirections to job site: Manufactured home utilities N 110.00 Manholes --V W. I6.00 /G. t7 Rain drain connector Q L\:,\i 16.60 d •10 Sanitary sewer no.linear ft. — Pae 2 Storm sewer no.linear ft. — Pae 2 Subdivision: ---- — -- -- Water service(no_linear R.) Pac,c 2 Tax map/parcel#: Fixture o ltciu::' _ DESCRIPTICA OF NyORK Absorption valve _ 16.60— d / .I4/GL6WAlf tfv1 'QQ> /C_ Backflow preventer —�- - Page 2 _ " Y L_� Backwater valve _ _ — 16.60 _ --L'-- _Clothes washer _ — — 16.60 Dishwasher — 16.60 0 t 3&VK Si7/t►WMM tW g*AV 01 —� — Drinking fountain IG.tiO 4-PROPERTY OWNER I LJ TENANTEjcctors/sum�_—�_ _ 2 16.60 33 Name: _yMtf 74W :03 010015 _ - Expansion tank 16.60 AddrCSS: /3/ZS Ott 84✓DFixture/sewer ca _= 16.60 City/State/Zi 17,f 'CGj 4A 77223 Floor drain/floor sink/Iwb_ 16.60 26 —_ Garbage arbo c alis osal _ 16.60 _ Phone: X0 "I/x-297o I Fax: 07- 1024-07!U- Hose bib 16.60 APPLICANT I El CONTACT PERSON _ icc maker_ - 16.60 Name: 5>4490li T.COIP�Ae *w0c MAI _ Interce tor/ rease trate _�— 16.60 _ Address: 62/S/tl/'1129,00hr✓, *47 2y0 1 Medical gas-value $ — f,16. 2 - -1 Primer i6•GO Cit /State/Zip: /W p4 7/•�� Roof drain(commercial) _ �v �IG.GO ��/ • 0 Phone: lr'09- Z?M-1917 Fax: X03- 27r-t►z72 Sink/basin/lavatory 11' 1G.fi0 E-mail�B T/1/Q siPy��,� �'Af�iG!�"I Tub/shower/shower pan / _ I6.60 /0• (e0 CONTRACTOR �^ Urinal 16.60 0 !,pWS`7eVe710/ Water closet 16.60 Business Narlle: 33 � � -._— - - --- Water heater 16.60 _Address: 40f w oow' 1J T_yao ._--_-- other: t uv 6C: a r-c t rK-,City/State/Zi _�7tNr✓0 dR 2c+r _22 _.Y other Phone: 03_44/-f8// Fax: 3-, � — Plumhln�Permit Fees+ • _ Subtotal S CCB L1c. #: _ _ Plumb. Lic,#: — Minimum Permit Fee$72.50 S Authorized Residenti:, Backflo v Minimum Fee$36.25 _ Signature: _ Date___ _ _ Plan Review 25%of Permit Fee) $ _ State Surchar a 80i'�of Permit Fee $ (Please print name) _ TOTAL PERMIT FEE Notice: This permit application eipirer if a permit is not obtained Mithin All new commercial buildings require 2 sets of plans with Isometrir,Of IA9 days after It has been accepted as complete. riser diagram for plan review. *Fee methodciogt•sel by Tri-County Building Industry Service Bnnrd. I\IktSlPemlil Forms\I'ImPcrnulApp doc 01/03 Plumbing Permit Applicat on - City of Tigard - Page 2 -Supplemental Information Fee Schedule: Residential Fire Su ression Systems: Site Utilities Qty. rc, (ea) otl _ _ Square Footage: Permit Fee: Footing drain- 1"100' / 55.00 55.00 0 to 2,000 $11500 - ---__-- - Footing drain-each additional 100' 4GA 41140 7.001 to 3,600 _ $160.00 Sewer-I st 100' 3,601 to 7,200 $220.00 5.00 SSDO 7,201 and greatel $309.00 Sewer-each additional 100' 46.40 q0 Water Service-1 st 100' 55.00 fi3,ea Medical Gas S stems: _ Water Service-each additional 100' / Jr- 46.40 ??2.4e Valuation: Permit Fee: Storm&Rain Drain- Is( 100' 3 A0 3-F.ev 1_ 51 00 to$5,000.00 Minimum fee$72.50 Storm&Rain Diain-each adds. nal 100' 46.40 _r/ fV $5,001.00 to$10,000.00 $72.50 for the first S5,OSW. •and$1.52 for each Fixture or lj Qty. Fee(ea) Tot additional$100.00Yrfraction thereof,to and includinst SIO 00. Commercial Back Flovyd'rcvention Device46.40 d•?`0 $10,001.00 to 525.000.00 $148,.50 for the first S10,000.00 and$1.54 for Residential Back Prevention Device 0. each aoitional$100.00 or fraction thereof,to minimum pepylit fee$36.25 r 27.55 ano iticluding S25 000.00. Rain Dr!�w,single family dwelling 65.25 $25,001.00 to 550,000.00 ,$379.50 for the first$25,000.00 and$1.45 for Inspe9.6on of existing plumbing or each additional$100.00 or fraction thereof,to _ s sally requested inspections-per hour 72.50 and including$50$50,001.00 end $742.00 for the first000.00. 550,000.00 and 51.20 for Subtotal; /r 6 each additional$100.00 or fraction thereof. Fixture Work: Are,you capping, moving or replacing existing fixtures? If "yes",please indicate work performed by fixture. Failure to accurately report fixtures could result fit increased sewer fees*. c�uantlt y by(Flxuure)Work Performed Comments regarding fixture work: Fixture Type: - Replace Neff Moied Exhiln Ca ed ----- --- -- Ba tis♦ /Punt _____ - Bath -Tub/Shower - -- -�- -_� -Jncuzzi/Whirl ool _ ---- - Car Wash -Each SWI! - _ _- -Drive 7'hru Cuspidor/Water Aspirator _ _ ----- - ---- Dishwasher -Commercial -Domestic _ Drinking Fountain u---- -� --- --- -----17--e-wash Floor Drain/sink .2" 4" Car Wash Drain - *Note: if the fixture work under this pertnit results in an Uarb gejsposa -Dornmer increase of sewer EDhs,a sewer permit will he issued and Disposal •Cornrrnrcial -Industrial fees assessed for the sewer htcrease'must be paid before the Ice Mach./RLc � Drani _ plumbing permit can be issued. oil se rotor Das S it n Rec.Vehicle Dunr ,'Wtion Shower ng -- tall Sink -Bar/Lavatory - -Bradley -C ommercia' T Service _ min Pool I'lice Washer•Clothes - Water Extractor Watr-r Closet To;Ie1 Urinal _ Other Fixtures_ i\Dsts\Pemiit Forms\Pim['crrru!nppi'g2 doc 01103 PLUMBING PERMIT FEES: PRICE TOTAL New 1 and 2-family dwellingt only: FIXTURES Individual ____ QTY_ as AMOUNT (Includes all plumbing fixtures In PRICE TOTAL Sink r, ,; F. 16 50 �q I the dwelling and the flrst100 ft. QTY (ea) AMOUNT Lavatory 16 60 31,� for each utiil_tX_onnertlon Tub or Tub/Shower Comb 16 60 1 One 1 bath _ $249.20 Two 2 path $35000 Shower Only 16 60 Three 3 bath $399.00 —t�---- ✓VaterCloset „ ,r 1660 332,00 ---�__- Urinal 1s 60 3 —�PCL�AN SUBTOTAL _ 8%STATE SURCHARGE _ Gishwasher 16 60 REVIEW 25%,JF 8UBTf1TAL Garbage Disposal 1660 __ TOTAL Laundry Tray — 1660 Washmg Machine — 16 fi0 Floor Urain loor Sink 2" 1660 1660- �� y p PLEASE COMPLETE: Water Heater O conversion O like kind 16.80 _ Quantl b Work Performed Gas piping rewires a separate mechanical 1� Fixture Type: New Moved Replaced Removed/ permit. I �;fi ''10 Ca ed MFG Home New Water Service 46 40 Sink -- — MFG Home New San/Storm Sewer 46410 Lavatc_ L - - Hose 8rbs 1660 Tub o Tub/Shower 1.v Culntimatlon Roof Drains 16 60 y- Shower Onl Drinking Fountain — 16.60 L P p Water Closet 2.0 Other Fixtures(Specify) 1F.60 Urinal - Dishwasher Garbage Disposal --- Laundry Room Tray ` Washing Machine - - _�__-,— Sewer•tet 100' 55.00 Floor DralniSlnk: 2" Sewer-each additional 100' 3 48 40 4' - Water Service-1 a 100' 55.00 Water Heater dater Service-each Wadd tlonal 200' 4840 Other Fixtures — - - --- Storm R Rain Drain•tat 100' Sect 55 00 `Storm L Rain Drain-each additional 100' 48,40 'r'ommlydal Back Flow Prevenf 0f Devicd . I4a 4-- Residential Backflow Prevention Device' 2755 Cldch Basin 16 80 !nsNection of Existing Plimbing or Specially 6250 - - Re uesled'nspectlona erlhr COMMENTS REGARDING ABOVE: Rair Drain,single family dwelling 6526 Grease Traps i 1660 -'- OUANTITY TOTAL— Isometric or nsar diagram Is required It 'SUBTOTAL: 8%STATE SURCHARGE: — —" "PLAN REVIEW'15°/s SUBTOTAL: a Required onlyfixture. ental is>g I TOTAL PERMIT FEE: $I "Minimum permit lag Is$72 50.a%stale surcharge,except Residential Backilow Prevention Device,which is$36 75"6%stale surcharge "All Now Commercial Buildings require 2 gets of plans with lsomstrlc or riser diagram for plan review i tdstsVorms\plin-fees clot 02/05102 CITY OF TIGARD SEWER CONNECTION PERMIT DEVELOPMENT SERVICES PERMIT#: SWR2003-00325 13125 SP gall Blvd., Tigard, OR 97223 (503) 639-4171 DATE ISSUED: 8/12/03 SITE ADDRESS; 13500 SW HALL BLVD PARCEL: 2S102DD-00100 SUBDIVISION: I-I)G&. O OD ZONING: K I� BLOCK: LOT: 001 JURISDICTION: "Ile i TENANT NAME: CITY OF TIGARD LIBRARY USA NO: FIXTURE UNITS: 287 CLASS OF WORK: NEW DWELLING UNITS: TYPE OF USE: CUM NO. OF BUILDINGS: 1 INSTALL TYPE: LTPSWR IMPERV SURFACE: Remarks: 16 9 EDU's. New construction, 17.9 EDU's minus 1 EDU credit for demo'd house. Owner: - -- FEES CITY OF TIGARD 13125 SW HALL BLVD Description Date Y Amount TIGARD, OR 97223 1SWUSA] S%N r Connect 8/12/03 $40,560.00 1SWUSA] S�%r Connect 8/11/03 $0.00 Phone: 501-f,19-4171 [SWIN'011 tip" Inspect 8/12/03 $45.00 [SWIN W1 tier 1wpcct 8/11/03 $0.00 Contractor: — - --- — — — — -- Total $40,605.00 Phone: Reg#: Required Inspections This Applicant agrees to comply with all the rules and regulations of the Clean Water Services. The permit expires 180 days from the date issued. The total amount paid will be forfeited if the permit expires. The Agency does riot guarantee the accuracy of the side sewer laterals. If the sewer is not located at the measurers--3nt given, the installer shall prospect 3 feet in all directions from the distance given. If not so located, the installer shall purchase a "Tap and Side Sewer' Perm Issued by -1 Permittee Signature: �'rr Call (503) 639-4175 by 7:00 P M. for an inspect;-)n needed the next business day Accumulative Sewer Tally Tenan;t lar7�of Tigard Library _ This SWRA 2003-00325 Site Address: 13500 SW Hall Blvd - This PLM# 2003-00224 Fixture Value Previous Previous Credits Capped Fixture Fixture New New # value capped off value added added total total _ count off#s --count 4 value #s values Baptisery/Font 4 0 0 0 0 0 Bath-Tub/Shower 4 - p 0 1 4 1 4 -Jacuzzi/Whirlpool 4 0 0 0 0 _0 Car Wash - Each Stall 6 0 0 0 0 0 - Drive through 16 0 0 0 0 0 Cus-idor/W-terAspirator 1 0 0 0 0 0 Dishwasher -Commercial 4 - 0 0 10 v_ 0 0 - Domestic _ 2 0 0 _+—_- U p 0 Drinking Fountain 1_ 0 0 3 3 3 A 3 _ Eye Wash 1 '0 0 _ 0� 0 0 Floor Drain/Sink-2 inch 2 0 _ 0 q 0 0 3 inch 5 _ 0 0 —4 _ 20� 4_ 20_ 4 inch 6 _ 0 0 9 _ 54 _ 9 54 ' Car Wash Drr �0 0 0 0 0 Garbage Disposal �- Domestic (to 3/4 HP) 16 0 0 0 0 0 Commercial (to 5 HP) 32 0 _ 0 _ 0 0 '0 — Industrial (over 5 HP) 48 _ 0 0 __ 0 0_ 0 Ice Machine/Refrigerator Drain - 1 0 0 0 0 0 Oil Sep(Gas I.tation) 6 -__ 0 0 _ 0 _ 0 __0 Rec. Vehicle Dump station 16 0 0 0 0_ 0 Shower- Gang (per head) _ 1 _ 0 _- 0 0_ 0 _0 - Stall 2 0 0_ _ 0 0 0_ Sink- Bar/Lav ator� 2 _ 0 -� 0 19 38 _ 19 38 y Bradley 5 C— 0 Y 0 0 _ Commercial 3 0 - 0 4 �+2 12 Service 3 0 0 2 Swimming Pool Filter 1 0 0 0Washer-Clothes 6 0 0 0 Water Extractor 6 0 0 0Water Closet- Toilet 6 0 0 20 120Unna 6 0 0 5 30 Previous EDU Count 0 0 Capped EDU Credit 1 16 TOTALS 1 0 0 0 0 67 287 67 271 Current Fixture Value_ 271 _ divided by 16 = 16.9 Current EDU 1 EDU = $ 2,400 Previous Fixture Value 0 divided by 16 - 0,0 Previous EDU Change 271 divided by 16 - _ 16.9 over (under) $ 40,560.00 Enter EDU Change Here 16.9 HISTORI �Notes�lam' -- � PLM#------ EDU# - �- SWR#rv - F d1Gm� PLM# _----- — --- EDU# --- ------SWR# M EDL1# SVVR# Name: , � i =. -•_- Date:_ Signature person that calculated this tally sheet and date perfro led is required A ELECTRICAL PERMIT- CITY OF TIGARD _ RESTRICTED ENERGY DEVELOPMENT SERVICES PERMIT#: ELR2004-00068 13125 SW Hall Blvd., Tigard, OR 972.2: (503) 639-4171 D 4TE ISSUED: 3/18/04 SITE ADDRESS: 13500 SW HALL BLVD PARCEL: 2S102DD-00100 SUBDIVISION: EDGEWOOD ZONING: R-12 BLOCK: LOT: 001 JURISDICTION: TIG Proiect Description: Job No. 04005 Audio/Stereo Room '100, Video Room 200, Intercom & paging A._RESIDENTIAL _ B._COMMERCIAL AUDIO & STEREO: — AUDIO & STEREO: X INTERCOM & PAGING: X BURGLAR ALARM: BOILER: LANDSCAPE/IRRIGAT: GARAGE OPENER: CLOCK: MEDICAL: HVAC: DATA[TELE COMM: NURSE CALLS: VACUUM SYSTEM: FIRE ALARM: OUTDOOR LANDSC LITE: OTHER: HVAC: PROTECTIVE SIGNAL: INSTRUMENTATION: OTHER: VIDEO X TOTAL#OF SYSTEMS: 3 Owner: Contractor: r CITY OF TIGARD DELTA SYSTEMS INTEGRATION INC 1312.5 SW HALL. BLVD 4040 SE INTERNATIONAL WAY S1 E TIGARD, OR 97223 MILWAUKIE, OR 97222 Phone: 503-639-4171 Phone: 503-786-3733 Reg#: LN6-380113213 ELE 26-923CLE FEES Required Inspections Description _ Date _ Amount Ceiling Cover IELPR-NIT] ELR Permit — 3/18/04 $225.00 Wall Cover Elect'I Final ITAX] 81'o State Surchari 3/18/04 $18.00 Total $?43.00 This Permit is issued subject to the regulations contained in the Tigard Municipal Code, Slate of OR. Specialty Codes and all other applicable laws. All work will be clone in accordance with approved plans. This permit will expire if work is not started within 180 days of issuance, or if work is suspended for more than 180 days. ATTENTION: Oregon law requires you to follow rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-001-0010 throat Issued by _ %�l�h '1ti Permittee Signature �� r OWNER INSTALLATION ONLY The installation Is being made on property I own which is not intended for sale, lease, or rent. OWNER'S SIGNATURE: DATE: CONTRACTOR INSTALLATION ONLY SIGNATURF OF SUPR. ELEC'N DATE: LICENSE NO Call 639-4175 by 7-00 P.M. for an inspection needed the next business day 03/10/21104 09: 17 5037863803 DELTA AN SYSTEMS PAGE vi riW PeMlIt Application WEI CityReceivedReceived ;L,?"/- of Tigard Daze/By; 13125 SW Hall Blvd.,Tigard,OR 97223I'LanRevic- 01har prTmit; Phone: 503.619,4171 Fax: 503.598.19604', Da"y 0 see rase 2 tar Intipwtion Linc' 5n3.639.4175 Date Ready/By: Supplemental Information Internet- www.ci.tiprdLmr.usO1 ------- GIVY 47,777 7 New constniction ❑Arldition/altAcration/replitccmctit pleaRc check all[hat applyHawrdous 'an [3,scrviec over 225 amps.comm' El Demolition El other: F]Service over 920 amp.;-rating []Buildng over 10,000 sq.fu, 4 or more new tr.qidcndal of and 2 -famly d—IfinF.5 units in ow;Structure ercizil/indu3trial Accessory building C]Sy$tCM Over 600 volts nominal building 400 amps or I-and 2-family Owell,119 V_Comm ©Building ovcr t1ime storiesmore ❑Multi family ❑Master builder D Other; []Occupant load ova 99 persons [IManufacturril structures or RV park LISgreWlighting plan 7 UHeallft-COTC facility c3offict.____ HA of rhe above. Job no..0 Job site address: 13 Submit I sets of plans with any City/Stare/ZIP: The above arc not applicable to temporary constniction service IDW 1. 1 WHO Qly.=E E Dmriptlom L Suitelbldg,/apt,no.: Project name: Cross street/directions to job site: A Now residential sillple•or roulti-ranilly dwelling unit. Includes attached garar.c. _1,000_sq ft ar Icss 145 15 4 Ea.ad(I'l 500 sq ft or portion 33.40 1 Subdivision, A Lot lAmitcdcncip,residflldn1 75.00 2 Tax map/parcel no Limited energy,non-residential 7500 2 I)ES. N otwo*,x Each manufactured WWodula, dwelling,%cfvicc and/or feeder 9 90 2 jo � /V 6�") Services or feeders InitsilLailan,allernflon,and/or relocation 200 amps or lair, 80.30 2 �8 P,A 201 , 106-85 2 ,imps to 400 amps M m6ftk 6VKtR.',. 401 amps to 600,imps _4 t, ❑ 160.60 2 Name GOl amps to 1,000 amps 240.60 2 Address: Over 1,000 amps or volts 1 454 65 2 Reconnect only 66.85 1 2 City/state/ZIP: Temporary services or feeders inqUililtion,alteration,fin&r rrimfian —— Phone: 200 amps or less _66 85 Owner Instellistion:This instalintion is being made an property that I own whichiq riot 201 amps to 400 amps 100.30 2 lntcndr,d for We,lease,trent,or exchange,according to ORS 447,449,670,and 101. 401 ampi to 600 amps 133,75 1 2 ()WTlCT si griatu ir-,__ —Date: Branch circuits-new,altcradon,or elttensinn,+,". panel A.Foc for branch cift:03 with service or feeder fee,each 6.65 2 Business name: branch circuit 11.Fes for branch circuits Contact name: cui) V wahnut service or feeder fee, L46.8 5 2 each branch circuit Address: W JTIC Al 4-t- WA Y ST'G . EF-106 Poch WWI branch circuit 6(15 6.65 _J_2 y7e Wceftinvous(mr-Ace or feeder not included) City/State/ZIV; 91 LWALI k, E 0 P, Pump or Irrigation circle 53.40 2 Phonc;(503) VC, 3 7 F (_%3) 78(n-_3_A)03 Sign or outline fighting 5.1.4(1 2 1;mail 51giial circuits)or limi(cd- r, itenergy panel.alteration,or, I cxtaisimi.Describe: Page 22 I'llisiness name. Z C- Avale *41DEO �75. Fach additioruil inspection over allowable in kitty of thea v'c Add-css:go q 41-q-4— s4lLe, per initpmIcin 62.50— City/state/zlp: L-ty A V Investiptiort par hour(I tv fwn 62.50 Phone: Fax-(So 03 Industrial Rlant pet hour r 73.75 (503) 3 7 3 3 7 .,4, is V -AM V CCB Lic.: 3 ElcOricial U�4j(O_V4 04 Suprv.Lic.1 116 A F7— s"wo", ZjsrOn ian signature,ignature,required-. Plan review(75%of permit fee) State Surcharge(8%Of permit fec)_. j too Print name: 11A Date: Print"arne TOTAL PERwr r-EE Attthmiv,ccc Print signature: Thl,permit appoen(la, —PIM111,..,nitld-1thin 160 "rec days after it has been accepted no complete Print t Date:_3 te-4 190 ree methodology get by I ri cmntv unimins intlusir,Service Board rintntunc: /VIC14AS'e, /Q A/ Number of inspcctltm pe,M-mil allowed. doe 12,03 "0.441MIOM 11 ELECTRICAL PERMIT- / CITY OF TIGARD -- _ RESTRICTED ENERGY DEVELOPMENT SERVICES PERMIT#: ELR2004-00073 13125 SW Hall Blvd., Tiqard, OR 97223 (503) 639-4171 DATE ISSUED: 3/23/04 PARCEL: 2S102DD-00100 SITE ADDRESS: 13500 SW HALL BLVD SUBDIVISION: EDGEWOOD ZONING: R-12 BLOCK: LOT: 001 .JURISDICTION: TIG Proiect Description: Installation cf access controls & GCT J Job No. S3328 A RESIDENTIAL B.COMMERCIAL AUDIO & STEREO: AUDIO & STEREO: INTERCOM & PAGING: BURGLAR ALARM: BOILER: LANDSCAPE/IRRIGAT: GARAGE OPENER: CLOCK: MEDICAL: HVAC: DATA/TELE COMM: NURSE CALLS: VACUUM SYSTEM: FIRE ALARM: OUTDOOR LANDSC LITE: OTHER: HVAC: PROTECTIVE SIGNAL: INSTRUMENTATION: OTHER: ACCESS/CCT _ TOTAL#OF SYS fEMS: 1 Owner: Contractor: CITY OF TIGARD SELECTRON INC 13125 SW HALL BLVD 7225 SW BONITA RD I IGARD, OR 97223 FIGARD, OR 97224 Phone: 503-639-4171 Phone: (,39-99KS Reg #: %IET 00002446 I Ic 64341 I : I 26-4971 I: FEES Required Inspections _Description Date — Amount Low V iltage Inspection jELP161 l I I I Perim, 3/23/,14 $75.00 Elect'I f-?nal "I'1\18titrUr tinrclwr} 3!23/04 $6.00 Total $81.00 This Pen-nit is issued subject to the regulations contained in the Tigard Municipal Code, State of OR. Specialty Codes and all other applicable laws. All work will be done in accordance with approved plans. This perrTiit will expire if work is not started within 180 days of issuance,or if work is suspended for more than 180 days. ATTENTION: Oregon law requires you to follow rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-001-0010 throuc 1115$ued by � _ Permittee Signature _ OWNER INSTALLATION ONLY The installation is being made on property I own which is not intended for sale, lease, or rent. OWNER'S SIGNATURE: -- _- DATE: CONTRACTOR INSIAL.LATION ONLY SIGNATURE OF SUPR. ELE:.'N DATE: LICENSE NO: ------- — - — - —_ -------- ---- - Call 63:-4175 by 7:00 P.M. for an inspection needed the next business day Ele�c#ricaalsPe:i•mit AmAica-ion FOROFFICLUSEONOLY Received City ot'Tigal d Dauv"B : 6 Permit No.: 1317.5 SW Hall Blvd.,Tigard,OR 97223 Plan Review Other Permit: Phone: 503.639.4171 Fax: 503.598.1960 Date/By: Inspection Line: 503,639.4175 Date Ready/Py: Jura: 0 See Page 2 for yoti frccUMethod: Supplemental I I ntbrmati o n Internet: www ci.tigard.or.us _ TYPE OF WORK -� � PLAN REVIEW 1 New construction ❑Additton/alteration replacement Please check all that apoiv Denlolmon ❑Other: ❑Service over 225 araps,cormn'I ❑Hazardous location -- --- ---------- []service over 320 amps-rating ❑Buildng over 10,000 sq,ft., CATEGORY Oh CONSTRUCTION of 1.and 2-family dwellings 4 or more new residential ❑ I-and 2-family dwelling ©Commerclal/indusmal ❑ :accessory building ❑System over rj00 volts nominal units in one structure ❑ ibtulti-family ❑iviastcr builder Cl Other: ❑Building over three stories [3 Feeders.400 amps or more ❑Occupant Iliad over 99 persons ❑Manufactured structures or JOR SITE INFORMATION AND LOCATION RV park I 1 ❑Egress/lighnngpian Job no..� Z� Job site address: -,�5pp SVS 1�� ❑Health1..cute facility ❑Other. _ _ Submit sets of plans with any of the above. City/State/ZIP: iQdORThe above are not applicable to temporary construction service. FEE' SCHEDULE Suite/bldg./apt.n- o.? Project name: d �Ihr — . _ •. Description Qty. Fee 7Toal Cross street/directions to Job site, New residential single-or multi-family dwelling unit, -- -- includes attached garage. 1,000 sq.ft.or less 145.15 4 Subdivision: �— — Lot no.: Ea.add'I 500 sq.ft.or portion 33.40 1 Limited energy,residential 73.00 2 Tax map/parcel no.: _ _ _. ..._.�___--... Limited energy,non-residential 75.00 2 DESCRIPTION OP WORK Each manufactured or modular {SIN-1� taR dwelling,service and/or feeder 90.90 2� _ �l.J�- a'`i"'�=�—__-.._ Services or feeders Installation,alteration,and/or relocation 200 amps or less 90.30 C1 PROPERTY OWNER -�-- - �❑ TENANT 401 amps to 400 amps ~ 106.85 2 401 amps to 600 amps 160.60 2 Name: 601 amps to 1,000 amps 240.60 2 Address: Over I,Ot)0 amps or volts 454.65 --- - - -- Reconnect only City/State/ZIP: Temporary services or feeders installation,alteration,and/or relocation Phone:( ) -----�� Fax: ( )- l- 200 amps or less - _ 6ti. 55 _�_ I Owner installation:This installation is being made on property that i own which is not 201 amps to 400 amps _ 10030 _' intended for sale,lease,rent,or exchange,according to ORS 447,449,670,and 701. 401 amps to 600 amps _ - 133.75 - 2 Owner signature: Branch circuits-new,atteration,or extension,per panel [IAPPLI(ANT — ❑ COIYTA("r PERSON A.Fee for branch circuits with — - -- ---- service or feeder tee,each Business name: Y —�-- branch circuit b•65 2 _---__._ -_-- --___------� -- -� R Fee for branch circuits Contact narle: without service or feeder fee, each branch circuit _85 ` Address. Each add'I branch circuit 6.65 2 City/Stute/ZiP: _ - -- — Miscellaneous(service or feeder not Included) Phone- ( — I ^ Pax:_( )` �- _ Pump or irrigation cirele 5.3.40 2 Sign or outline lighting 53 40 2 E-mail: Signal circuits)or limited- -'—� tC it energy panel,alteration,or Business name:- -�-— extension.Describe: Page 2 2 Address: ;� '� Each additional inspection over allowable In any of the above Per inspection 62.50 City/State/ZM '� 1 CI 7a Investigation per hour 1 I hr min) 62.50 Phone:l'�t,3 )�,c�_ (, I:w i'3> Industrial plant per hour '3.75 Et E CAL PERMIT FEES* CC9 Lic.:(�t,� Jt,� 1 Electrical Lic.: •,uG"1L LA Suprv. Lica:Cilq L&At — Subtotal $u rv. Electrician signature,required: Plan review(25%ofnermit fee) drZPrint name — —� State surcharge(8%ofpermn fee) (o,Gu 3iwi t Data: ��`e-1--- ----. � TOT.11.PERMIT FEF.` Authorized signature: Thii prrttdt application expires If a permit Is not obtainrd within 180 l --""-------- --� — -- days sties it has been acecpted as complete print name: �- Date: Pre methodology iet by rn-Coutuv Building lndustry Service Board ------ - - — _J---- •iwnbet f inspecunns per permit allowed. Nuilwna rermnrHLC PmnuApr�x 440.4613T01021CON11WBB urs, I Y� iw � '�'� '��\ � a '� y y� MIN hin ��1r; I{e �� r. .,. , CITY OF TIGARD ELECTRICAL PERMIT PERMIT#: FLC2004-00278 DEVELOPMENT SERVICES DATE ISSUED: 5/1912004 13125 SW Hall Blvd.,Tips-d. OR 97223 (503) 639-4171 PARCEL: 2S'02DD-00100 SITE ADDRESS: 13500 SW HALL BL.1/D ZONING: R-12 SUBDIVISION: EDGEWOOD BLOCK: LOT : 001 JURISDICTION: TIG Project Description: Job No 1050 Underground power supply for cable TV RESIDENTIAL UNIT TEMP SRVCiFEEDERS MISCELLANEOUS 1000 SF OR LESS: 0 200 amp: PUMPIIRRIGATION: EACH ADD'L 500SF: 201 - 400 amp: SIGN/OUT LINE LTG: LIMITED ENERGY: 401 - 600 amp: SIGNALTANEL: MA',NF HMI SSC/FDR: 601+amps-1000 volts: MINOR LABEL (10): SERVICE/FEEDER _ BRANCH CIRCUITS ADD'L INSPECTIONS — 0 - 200 amp: 1 W/SERVICE OR FEEDER: PER INSPECTION: 201 - 400 amp: 1st W/O SRVC OR FDR: PER HOUR: 401 - 600 amp: EA ADD'L BRNCH CIRC: IN PLANT: 601 - 1000 amp: PLAN REVIEW SECTION 1000+amplvolt: >=4 RES UNITS: >600 VOLT NOMINAL: Reconnect only: SVC/FDR>=225 AMPS: CLASS AREA/SPEC OCC: Owner: Contractor: CITY OF TIGARD EMPIRE ELECTRIC COMPANY 13125 SW HALL BLVD 2014 SE 9TH),VE TIGARD OR 97223 PORTLAND, OR 97214 Phone: 503-639-4171 Phone: 503-777-3108 Reg #: LIC 147727 --- FLE 3-521C FEES SUP 3192S Description Date Amount Required Inspections I I'.I.I'ItNI 1 I,I c I'.•rnur 5/19/21104 $80.30 � — --- FAX ti' tir irr tiurchur,tc 5/19/2004 $8.42 Underground Cover Elect'I Final Total $86.72 1 his Permit is issued subject to the egulations conta,ned in the Tigard Municipal Code, State of OR Speoalty 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 d work is suspended for more than 180 days ATTENTION Oregon law requires you to follow rules adopted by the Oregon Utility Notification Center Those rules are set forth in OAR 952-001-0010 through(JAR 952-001-0100 You may obtain copies of these rules or direct questions to OUNC at(503) 2466399 or 1.800-332-2344 Issued By: �,Q.y�T�� —__ Permit Signature�� OWNER INSTALLATION ONLY The installation is being made on property I own which its not intended for sale, lease, or rent OWNER'S SIGNATURE: DATE:- CONTRACTOR INSTALLATION ONLY SIGNATURE OF SUPR. ELEC'N: _ _ _ — DATE:_ LICENSE NO: _— Call 639-4175 by 7:00pm for an inspection the next business day 1&1-18-204 9:55AM FROM EMPIRE EL.ECTRIC CO 1 503 777 4152 P. 2 Electrical PeMLA VEL I plWaAF roR City of Tigard 13125 SW"I Blvd..Tiptd,OP 972!3 2004 Plan Rcvzw I lrnic Phone: 503,639-4171 Fix 50',59819(A) _r.e!TL Other Pt Uwpwion Linc. 503.639.4175 I OF TOGA QW6y- , 0 see rjigg?for S-Pc_!_Rftl14hrono"_ Internet: www.c!ag9rd,or-ca; BUfLUNG 01VIS(ON RryJEW PIAN l 17 0 Now confiltrucdoll gAdditior,/altemtloi3/roplaccmcnI Please check all that apply: Demolition LIService over 2))arryb,comi'l 0Hxzariloul lmsticfll oSeTvicc over 320 amps-ratine Ll9w,1di,GoYrr 10.000 Sq.III-. -fxffnly d,-.r.IIirip 4 or more new itsidentizi ti*04ixy op.;Opmx�crlo' of I.and 2 (131 uniLh in One SINctull.; C3 I•and 2-&mfl y dwellmet Ej Acmssory building []System ova 600 volts non E3Buildu;p over thmc storm L]yccdc-n'4M girpt,or Ingle, 0 Multi-family Mater buildij C3 Other; Ejom pant load vvcv 99 persons []N,I&vuWtuted muctutc%or U40000 A0, E-JECtutlightini;plan RV park [:)HCalfh'nrc facility catlicr-__ -_ Job no.. 1050 siteWress: 13500 SW Hall Blvd. Subrrdt.?.sent of rIan6 with ay of the above The*Sova are not applicable to temporary construction WVtC.C. CitY'St9tCrZW: jigard, OR Suiterbildg./apt no. Project risme!Hall. Blvd. LID A_- Cross smt/ditections to job mite; Tigard Library rat-w rc.'4r%t;altingle-or multi fornily el*vwnit unit. -Includes attacht-d ban e_ 1,000 sq R.or less 145 1 S J 41 Subdivision- ..Lot no.: Ex add*l 500 sq.a or portion_ 33.40- 1 Limited encrgyrcil tial 73.00 2 o.. n Urruted cricirgy,non-rcsidcritial 75.00 2 D cis IM Each nutiulsictured or triodular Electrical. for new underground power supply dw Servirrsor feeders intlaUlation,alteration,and/or relocation 300 1� 2 for Cable TV "-I i'l 01IR C1'1*iMr ,ki etod00amps 10685 2 401"a to 600 arnp$ 160.60 2 601 atrWs to 1.000 armis 24060 -t-21l Address. ovcf l'QW amps or volts 454.0- 2 Reconnect only 6615 2 Cityrstatezjp Tilit"porary ear rim or fleoden Installation.alteration,and/or relocation Phone. 200"1 or It" Owner[natallatlon:This ittstallanon is b4,.-og nude on ptoperty that I own which is not 201 arms to 400 arrip 1 100.30 2 intended for We,lease,tent,or txthanee,r;vcvrding'a ORS 447,449.670,and 701. 401to 6�O MIS 2 .! _ _WT_&_ +--1 Owner signaturt, -Date Xranvh citcultz-oto,alteration,at rAtcosion,per panty A.Fee for branch circuits widi Li 'crvicr or ferder ice,each 6.65 2 Busute"name: branch circuit BP Fee for branch cirrui Is Contact name- without service Or fc-rdc'fir, 46.85 2 each branchcircud Addre" �!ch liddIh add'l branch circuli 665 _ city/slate/zlp: Wicellefleous(se'vice or leader nut loclu-jed) Pump or impnon circle 3.a0 2 Phone; Fax: Sint a o�.IIIc lighting33.40 2 E-mail: Signal circuir(s)0,linuted- cnctgy panel,ailterition.or ",tension.D"Mlye- PASC7 V/P 2 Addiress. Inspects" slio,*able in flay of the about - 2n1A SE-Sth Ave Per inspection 6z so Portland, Orl 97214 Ln%v%rigation per hour(I hr nun) 9 lndustnil plant pro hour 73.75 Phone:(1503)777-31t Fax:(t;n.,; ) ZZ7-Ais2 IMFA. 'UICT! 7-�Irz n qr CCII Lit.. 147727 1. al Lica 3-521C Supra.Lic.: 319 2'S sulrtoml like review(25%orporrn't fee) Suptv.Electrician signature,required.'�� el F_' &g;4eEll State surcharge($%of ptrrailt fft) Pri"Inwilit; David Manwiller Date. -TOTALPMMIT FEE Authorized sipeurs- _118/04 T-gje permit aptill"t!"expa'"it a perertit Is PWI lb—ts;aw.4 gatkin 140; — d."afftr It like barn stapled as ftensiltie Printrianne- Fct rmvM4ovoj,i ut by Tri Cowry 110J,till Ittelufftry Sere Palird NUMbCr Of UIIIJWIGn,Wl t*?Idt 9110-td (.01TY OF TIGARD 24-Hour BUILDING Inspection Line: (503)639-4175 MST iNSPECTION DIVISION Business Line: (503)639-4171 BLIP ------ Received Date Requested PM BLIP Location Suite MEC Contact Person Ph Contractor Ph SWR BUILDINnTenant/Owner ELC Footing ELC Foundation Access: Ftg Drain ELR Crawl Drain Slab 1.:,pection Notes: SIT Post& Beam Shear Anchors Ext Sheath/Shear (-Al Int Sheath/Shear Framing Insulation Drywall Nailing Firewall Fire Sprinklur ------- Fire Alarm Susp'd Ceil'ng Roof Other: Final _0 PASS AJAr- FAIL LJr.Jer Slab Rough-In Water Service Sanitary Sewer Rain Drains Catch Basin/Manhole Storm Drain ShowerPan Other: Fin V PART FAIL HANICAL Post& Beam Rough-In Gas Line Smoke Dampers Final PASS PART FAII. ELIii�nTRICAL Service Rough-in UG/Slab Low Voltage Fire Alarm Final Reinspection fee of$ rot uIred before next Inspection. Pay at City Hall, 13125 SW Hall Blvd. PASS PART FAIL SITE Please call for reinspection RE: F] Unable to inspect-no access AFire Supply Line DA Approach/Sidewalk Date Ext Other: Final DO NOT REMOVE this Inspection record from the job site. I PASS -PART_ FAIL 531845 N F.W EXISTING PNWS-AW WA BACKFLOW ASSEMBLY I-ESTREPORT ❑REMOVED t GPROPERTY / ` ❑REPLACEMEN OWNER: . C'7 Il/C/I►!' PHONE:ejf _. MAILING y 1 ADDRESS 7 h I CITY_Z[Q l] ST'A"i'F.�. ZIP /�ZZ ASSEMBLY I ADDRESS: _ ;zm t- STREET' It OR.P.B.A. 19 D.C.1.A- ❑ R P.D.A. P D.C.D.A. ❑P.V B.A. ❑SN B.A. ;JA V k3.�}}❑AIR GAP SIZE: .I�J MAKE: •__1C314Z /� [[�_—.�_— MODEL:46 WATER / 2 M' PURVEYOR: f SERIAL f ASSEMBLY LOCATION: RFDI1CIiD PRESSURE ASSEMBLY RV BA S V B A INITIAI. T'I•:ST ! (II CHECK L>�OUBL.E CHECK AIR CIIECK PASSED PRESS DROP —_ (AJI CHECK a1 INLET FAII.EI?r❑ j INITIAI, RELIEF VALVE II TEST OPENED AT (B)ITIGHT' �,� OPFNFD AT PRESS DRIP DATE 1 PSID RESULTS LEAKED❑ ID i MIN PSn O� r�/( BUFFER vslli —I"illi A- H -- I CHECK a2 MIN 1 PSI RELIEF VALVE I�IgIIT 16 2� DID NOI I.AI;.ICD SN'STEM PASS ❑ FAII [] �F:'1P:D❑ I�u (1PFN ❑ [] I PSI _ Te t COMMENTS REPAIRS AND/OR r PARTS i I RI-DU('ED PI,4SSI IRI ASSLMHLY .ICIO(K PVBA./SViiA Af7IR RF111MRS PRESS DROP UC.V.A. _ - DATI- i TEST pCLIEF -- tA1 C'IIF.CK NI npFNFD AT PRESS DROP AFTER OPENED Bl TIGHT L PSID REPAIRS BUFFER CHECK a2 _ A R- �. ITIGHT ❑ PSID PSID PASSED ❑ PSID IN CnMPLE:TING AND SIIRMITDNG Tills TEST REPORT,THE 1 ESTTR CERTIFIFS THAT THE ASSEMBLY NAS BEEN 1fSTED AND MAINTAINED IN ACCORDANCE WrM ALL APPUC_ABLE I RULES AND REGULATIONS OF nIF WATER SYSTEM, AND STATE REGULATIONS I OAU kF. C, .IHR ION [)ATF --3Y-21—LQ-YDETECTOR METER READING TT "An) R AIA I' p Q - �t 111. `(�[.J/ ,J F�L L'O CC`YPANY AME. RF ppRT RECEIVED 8YTRFPRESENTATIVE OF OWNERI .R.�IAF Rf:ST(TRrD 1�■■1 WHTTF WtW$yam Copy PINK-Cwwo C,py YFI I-, Tatn i.opy NEW BACKFM ASSEMBLY:TEST,,REPORT 1®KF,o'VED PROPER TY ;,. / f .•• _,..>. n REPLACED OWNER /�- -Q 1�r /...' /'�A PHONE: - I MAILING •• / �—�� .J ADDRESS CITY� d f^ L STATE ZIP ASSEMBLY �—--- V/( i ADDRESS J17 I",, L]R.P.B.A. D.C.V.A ®R.P.D.A. [_Ar .A. I-,1112N.B.A. OS.V.B.A. L7hAAN.B. NAIR GAP SIZE: MAKE: gf MODEL WATER SERIAL - PURVEYORTI SO. 1� �! NUMBER: _O �_ 3�7 C ASSEMBLY - ` ��--- / / - LOCATION!V A uj C ✓� ✓_ 4 _ REDUCED PRESSURE ASSEMBLY P.V.B.A./S.V.BA. INITIAL TE� 1 check [_ UBLE.C_HECK AIR CHECK PASSED Press Drop INLET I WCh k$1 INITIAL Relic(Valve j pro FAILED 'TE iT opened at I Tight F� Opened at: Pres.^, p (J RESULTS BUFFER -PSI-I Leaked paid D � p„d Pvd ' m a pai `Tight 1 I RELIEF VALVE DID NOT FAILED SYSTEM /��, i PASS I-I FAIL ! I leaked[-] paid OPEN r PSI r---- Comments 1 y T Repairs ,1''1 and/or Parts Reduced Pressure Assemhl Double Checrdd /S.V.B.A. AFTER REPAIRS heck 0 1 TEST Press Drop ICheck#1 OpenedPress.Drop Date AFTER `Tight I p j REPAIRS ReliefOpenL m,n 2 psi Check�2Night PsPs,d PASSED I In completing `I - --_-- p ng and submitting this test report,the tester certifies that the assemblY has been tested and maintamed in accordance with all applicable rules and -gulations of the water system.and state regulations. 4GAUGER IiTION DATE — DETECTOR METER READII IGGene Higgins - BAT CF.R'rMCAn N N1.r?vff3F11s15308 NE Hondnza Rd, Oregon A 1129 HnishI'raine."9W)t, washiO+gton--�2-1 A&A frilling. Clackanius.tilt c'c:n R 12TUTO Phone: 501-281-3701 Gauge # 1189 SERVICE RESTORED wH� wr e.r„rm. Pa!1 W 1 new �.��n �Riow rwetao. p 1;WIN 1111 --B-ACK FLO _, SSENIBLY-TEST,REPORT x NG , g 1J00VED ROPER + s s l-J RLACED. fi 6WNER'�F rrr PONE _.-- -ev-- ADURESS ctrY STATE �� ZIP ASSEMBLY ADDRESS -- -Ca 14,1tP jR P B.A. D.C.V.A []R.P.D.A. ,C.D.A. FP V.B.A. []SM.B.A. [IA•V.B. E]AIR GAP SIZE, --b I. MAKE: __• ,; `l6—--- MODEL WATER „_� .. SERIAL PURVEYOR — NUMBER_�J� _�__ j ASSEMBLY LOCATION v Lt __�Qf••� ,� j•_ I - R;DUCIE:Q' ASSEMBLY P.V.B.A./S.V.B.A INITIAL TEST 1 Check AIR CHECK PASSED ! Press.Drep v# INLET f INITIAL RelleNolve Tt ���? Openedef' Preee. Drop FAILED TEST penedat' M -' a I L ahecl I V ey Date: RESULTS BUFFER rain 2psi f psrd,, psi 3r.;,., ,mth.s Check 2 _ f— ,��,, pr. Ing -' , SYSTEM RELIEF JAL'VE b NOT FADED PSI PAST I� FAIL I Leaked�"psid OPEN r� Cep irsMs ., T�3,l r e ` Repairs ,� ei /Y and/or iParts Reducad.Pressure Assownbl (}/uble Check P S V B A AFTER REPAIRS heck#t Che.*#I TEST Press.Drgp_ ! Opened at Press.Drop Date AFTER Iight ® p REPAIRS Relief mm :psi ICherk#2 Buffer _ITight 1 p.,,n ;•:5„ - PASSED 6 In comrdetilg and submitting this test report,the tester certifies that the assembly has bxn tested and maintained In accordance with all applirable rules and regclations or the t r systyn`snd state regulations 4(',AUGERAT,JN DATE tj DETECTOR METER READINGGene Higgins - BATCl'R-nMCATION NUSIBIERsOregon # 1129 15308 NE T3onatva Rtl. Washington #0823Brush Prairie,WA 98606A&A trilling, Clackamas,OROOBa 1189 �- Phone: 503-284-3701 Gauge -- -- - ---- 1_i stKvti,r_KtSTORED RCPM RECEIVED BY tIIEMESEMA OFOr 0M*RI HMR wr Srrw(q rr«-Q�tir� 1 2LLON.r.rr CaW 'a!7/•1 pt' i7 I i J 1 l -BAT 'ASSEMBLY.TESL' E�ORT }}...EwJn'NLG t � I, D r ;t REPLACED PRO' Ep� C3a� � t'.. _ OWNER: , _— ---- � +ke,C,rry » y.• f� `,,,.�y PHONE: MAILING ADDRESS: -— .SM O d Ire-✓ �r1 �/. !�- --- CITY Tr� STATE �b ZIP ASSEMBLY `t ADDRESS -J*q I-,R.P.B A. [ .0 V.A L71R.P.D.A. D.C. A. []P.V.B.A. []S.V.B.A. LJA.V.B. ,AIR GAP SIZE: ' y MAKE: RCA MODEL WATER SERIAL PURVEYOR a NUMBER: ASSEMBLY t �r - O ? LOCATION: f`�j f Q� J/ �a REDUCED PRESSURE n^SEMBLY I V.B.A./S.V B.A. INITIAL TEST t Cta•ck OU1L '.,HECK AIR rtD PASSED Press.Droll , INLET Check#1 INITIAL RelOpened at: 'Tight Opened FAILEG TEST paned at: l - Date RESULTS min2si Leaked .,- psidBUFFERB= Check#2 Padmin,9 pu TiphtRELIEF VALVE -- DIDNOSYSTEM PASS FAIL Leaked L_ psid OPENPSI Comments f � 1 Repairs t and/or Parts Reduced Pressure Assn-+ Double Check P V.B.A./S.V.B.A. AFTER REPAIRS hmk#i Check#1 TEST Press Drop AFTER Tight — Opened at Press.Drop Date REPAIRS Relict L_, P"d Opened -lCheck#2 / _ Butler ---- PASSED A- a fright pad psid ps,d In completing and submitting this test report,the tetter certifies that the assembly has been tested and maintained in accordance with all applicable rules and i regulations of the water 9vstem and state regulations GAUGE C ALIBRAT ON DATE //_/ ,n7 DETECTOR METER READING__- rEM-R 91r3NlttlR Gene Higgins - BAT ('I:RrU'1CATI0N NLlhtuEk., — TESTER NMIF P T 15308* BonaI1,a Rd. Oregon # 1129 TESTER - 13nlsh Prairie,WA iMmlo Washington #0823 -`-- A A A D iflinp. Clac{amaa (aR CCB 127N76 COMPANY NAME y I'hutle illi_?I{I-171i1 (iltUgr q 1181) TORED REPORT RECE V-er, IREPREaEMATME OfOf gyT,jERj Mn: `ver soft c,m. ltcPape 1 of 1 "'« -war-om row.iMr Cow • low CITY OF TIGARD 24-Hour BUILDING Inspection Line: (503)639-4175 MST _ INSPECT!ON DIVI-0I0N Business Line: (503)639-4171 BLIP Received __,.. �'� to Requested—_�� I ��M_ —.__ PM _._ _ BUP —_ Location _ 0 Suite MEC PLM Contact Pers?n 1U h SWR z^ ph( tM__ Contractor BUILDING Tenant/Owner _ CLG __--__— Footing -- ELC -- — Foundation Access: Ftg Drain ELR _ Crawl Drain — —" Sir Slab Inspection Notes: Post&Beam Shear Anchors Ext Sheath/Sheaf ----—— Int Sheath/Shpai Framing Insulation — Drywall Nailing Firewall -------- Fire Sprinkler Fire Alarm Susp'd Ceiling — Root _— --.--- Other: — -- Final t%" RT FAILMBI — -- —- ----- — Bbam Under Slab --- -- - — — Rough-In Water Service ---� -- _ Sanitary Sewer Rain Drains — --- Catch Basin/Manhole Storm Drain -- - Shower Pan in - -- _ PART _FAIL ----W— _ ANICAL _—_ --• — Post& Beam Rough-In ----- — Gas Line Smoke Dampers ----- -- Final — PASS PART FAIL �- - --- — ELECTRICAL — Service----- - —_-- Rough-In — 'JG/Slab Low Voltage ---- --- - _— -- — _—_._-- Fire Alarm Final ❑ Reinspection fey,of$_—�— required before next insp?ction. Pay at City Hall, 13125 SW Hall Blvd. PASS PART FAIL SITE _ Please call for reinspection RE:—_ — __ -_. unable to inspect--no access Fire Supply Line �yy� ADA ? � Di l " Approach/SidRwalk Date_ Inspector r _ ____ -.-.— ------- Other: Final D NOT REMOVE this Inspection record from the job site. PASS PART FAIT. CITY OF TIGARD 24-Hour BUILDING Inspectior. Qtwi, (503)639-4175 MST _- INSPECTION DIVISION Business Line: (503)639-4171 BUp Received ---...----Date Requested__._.---- AM � PM- -- BUP --_- Location 7-r-�C l Suite ____---- MEG Contact Person -•�' ' - .__ Ph(_._--) __-- PLM ------T� -^ Contractor _-__ ! ' �- C. -- Ph ( ),�LI -L'� - - --- -- SWR _ ----_------ BUILDING_ _ Tenant/Owner � i 51<� X-_ — ELC ------ - Footing _ -- ELC Foundation Access: -- Fog Drain ELR Crawl Drain SIT Slab Inspection dotes: — -- Post&Beam ---- "-`�• Shear Anchors ---- r Ext Sheath/Shear Int Sheath/Shear Framing ----- Insulation �! � 6 / Drywall Nailing -- — V Oil`.. �I��--__�--'�-'�-�/ Firewall — Fire Sprinkler ------ 1�'J� —_--- ----- - - Fire Alarm Susp'd Ceiling — Roof Other: —---- Final PASS PART FAIL ---' PLUMBING --- — -- Post& Beam Under Slab --------- __..------_---_ �—_ Rough-In Water Service - - -- — ---- ------- - Sanitary Sewer Rain Drains --- --- —-- ---- — Catch Basin/Manhole Storm Drain - — - -- -- Shower Pan Other: ---- --- - ----------- -- - - - Final ------ PASS _PART FAIL - MECHANICAL Post& Beam Rough-In - Gas Line Smoke Dampers - -_ _ _------ -- Final _PASS PART FAIL — — ELECTRICAL Rough-In _ —_—_-- UG1Siab Low Voltage _--- Fire Alarm fin �J l ASS PART FAIL LReinspection tee of$_— _required before next inspection. Pay at City Hall, 13125 SW Hall Blvd. _ - Unable to inspect-no access SIT � Please call for reinspection RF:_.______--- Fire Supply Line ADA "UL6 p Approach/Sidewalk Date —_ --- Impactor _ 1 � fExt—.--- Other: Final DO NOT REMOVE this, inspection record from the job site. PASS PART FAIL CITY OF TIGARD 24-Hour BUILDIN(= Inspection Line: (503)639-4175 MST _ INSPECTION DIVISION Business Line: (503)x39,4171 -- // BUPc;Z --Qp Received _Date Requested_. 7 AM PM BUP )0 -&C-) Location Suite___----- MEC Contact Person _ ph( ,)/. t� - `I�_ FILM Contractor---- - — ---- -- Ph( ) -- ---- -- SWR __------ BUILDING Tenant/Owner — ELC Footing - ��-------- Foundation ELC Ftg Drain ACCQSS: -`---------- -- Crawl Drain ELR Slab Inspection Notes-------- SIT Post& Beam --�--- hear Anchors Ext Sheath/Shear Int Sheath/Shear —— --_ Framing _ Insulation Drywall - Drywall Nailing -- -----i-- Firew• 'Wra - Susp'd Ceiling ----- ---- Roof — --- -- — Ot - — - PASS 1PART FAIL 81NG Post& Beam-- ---- — — -- Under Slab 5?qj S -• Rough -- Water Service Sanitary Sewer Rain Drains Catch Basin/Manhole — Storm Drain — Shower Pan — -- Other: -- -- - Final PASS PART FAIL MECHANICAL `._ iT v` C zC ?7 Post& Bearn � {7 Rough-In L�► L}-(" i Gas Line Smoke Dampers PASS PART FAILNoii — - ICAL - – — – ------- Service — -- r ----- ---------------- Rough-In _ UG/Slab > _ Low Voltage - Fim Alarm --. Final PASS PART FAIL Reinspection fee of�_.1__ —__required before next Inspection. Pay at Cly Hall, 13125 SW Hall Blvd. SITE [� Please call for reinspection RF _ Unable to inspect-no access Fire Supply Line ADA Approach/Sidewalk Date Irtsper.irr,1, - -- Ext Other: _ Final DO NOT REMOVE this tnsRectlon record from title fob site. PASS PART FAIL - ----- -- instry Co. 05005 Third Avenue S. CONTRACTORS MATERIAL &TEST REPORT FOR ABOVEGROUND PIPING Seattle. WA 98134 PROCEDURE — N Upon completion of work,inspection and tests shall be made by the contractor's representative and witnessed by an owner's representative. All defects stall be corrected and system left in service before contractors personne,finally leave the lob A certificate stall be filled out and signed by both representatives Copies shall be prepared for approving authorities.owners,and contractor It is under stood that the owners representative's signature in no way prejudices any claen against contractor for faully matenal,poor workmansh,P,or failure to comply Ndh approving authonty's requirements or local ordinances. PROPERTY NAME TIGARD LIBRARY _ DATE��,S C c l PROPERTY ADDRESS 13500 SVV!HALL BL.VD TIGARD,OREGON 97223 — ACCEPTED BY APPROVING AUTHORITIES(NAME) ADDRESS PLANS INSTALLATION CONFORMS TO ACCEPTED PLANS Yes ❑No� EQUIPMENT USED :S APPROVED Yes ❑No IF NO, EXPLAIN DEVIATIONS HAS PERSON IN CHARGE OF FIRE EQUIPMENT BEEN INSTRUCTED AS TO THE 511 res [I No LOCATION OF CONTROL VALVE(S).CARE AND MAINTENANCE OF THIS EQUIPMENT? IF NO,EXPLAIN INSTRUCTIONS HAVE COPIES OF THE FOLLOWING BEEN LEFT ON THE PREMISES Yes FJ No 1 SYSTEM COMPONENTS INSTRUCTIONS f�yes I__]No 2 CARE AND MAINTENANCE INSTRUCTIONS L Yes LJ No 3 NFPA 13 LOCATION ISUPPLIES BUILDINGS ;_itd F(ooe– OF SYSTEM FIRE PUMP PIPING,SUPPLY AND DISC HARGE--WcST MECHANICAL ROOM, SUB-BASEMENT YEAR OF ORIFICE TEMPERATURE N/A MAKE MODEL MANUFACTURE SIZE QUANTITY RATING TYCO EC 14 SSU/S3P 2003 3/4' 62/93 155 F� SPRINKLERS TYCO TY-FRB RIC 2003 1/2" 115 155 F _ TYCO TR-FRB H_SW/SSU .003 112 2/52 155 F _ TYCO DS-1 DRY HSW 2003 1l2" 2 155 F _ --i _ I ITOTAL 326 PIPE AND TYPE OF PIPE ALLIED TUBE SCH 40/ 10 _ FITTINGS TYPE OF FITTINGS BCI N/A ALARM DEVICE MAXIMUM TIME TO OPERATE ALARM _ THROUGH TEST CONNECTION VALVE TYPE MAKE MODEL MIN SEC OR FLOW WFI, POTTER ELECTRICJ VSR-F ?�' INDICATOR DRY VALVE Q.O.D. _ MAKE MODEL SERIAL N0. MAKE MODEL SERIAL NO. WA N/A N/A N/A NIA NIA —_NiA TIME TO TRIP] -- -- TIME WATER ALARM DRY PIPE THRU TESD I WATER AIR TRIP POINT REACHED OPERATED DPERATING CONNECTIOP 'RESSURE PRESSURE AIR PRESSURE TEST OUTLET PROPERLY rEST° MIN. SEC. PSI pgl psi MIN. SEC. yES NO WITHOUT N/A NIA N/A N;q NTA a NIA NIA NIA NIA OOD WITH NIA N/A NIA N A N/A N/A NIA N/A NIA OOD IF NO, EXPLAIN `--- ----' OVER MEASURED FROM TIME INSPECTION TEST CONNECTION IS OPENED OPERATION PNEUMATIC ELECTRIC HYDRAULIC PIPING SUPERVISED YES NO DETECTING MEDIA SUPERVISED YES NO DELUGE 8 DOES VALVE OPERATE FROM THE MANUAL TRIP AND/OR REMOTE CONTROL STATIONS [I YES Cj NO PREACTION IS THERE AN ACCESSIBL ILITY�N EACH CIRCUIT FOR TESTING IF NO, EXPLAIN i rr--]�YES L I NO VALVES LJ� } DOES EACH CIRCUIT OPERATE DOES EACH CIRCUIT MAXIMUM TIME 1'O SUPERVISION LOSS ALARM OPERATE VALVE RELEASE OPERATE REL-EASE MAKE MODEL _ _ YES — I NIA NO _ YES NO_ YES NO pr; NIA NIA NIA. NIA WA NIA N/A N/A HYDROSTATIC Hydhrslatic tests viae ue"'deal rant lass than 2W psi(13 B bars)to,two ours cv 50 psi(3 4 bars)above suet pressure r,excess of 150 psi(10 2 TEST bars)for two hours morenual dry"Ixlkf calve Clappers shall he left open during test to prevent damage All abovegrourrl piping leakage Shall be slopped DESCRIPTION E JLUjMAT(r„ Estao reh 41)psi(2'bald air pressure and nnasur5 drop which shall not exceed 1 112 psi(0 1 bars)in 24 hers Test pressure tanks at norinal water level and air press,,,'ann rnea%we air p1e55�*hKh Shall nol 9aCeed 1-1 r1 p51(0 1 Writ in 24 h,xjrs ALL PIPING HYDROSTATICALLY TESTED AT 200 PSI FOR 2 HRS, IF NO,STATE REASON 1!13/2000 DRY PIPING PNEUMATICALLY TESTED ❑YES ❑NO N/A EQUIPMENT OPERATES PROPERLY DYES LINO DO YOU CERTIFY AS THE SPRINKLER SYSTEM CONTRACTOR THAT ADDITIVES AND CORROSIVE CHEMICALS, SODIUM SILICATE OR DERIVATIVES OF SODIUM SILICATE,BRINE OR OTHER CORROSIVE CHEMICALS WERE NOT USED FOR TESTING SYSTEMS OR STOPPING LEAKS? 0 YES ❑NO _ TESTS DRAINREADI NG OF GAUGE LOCATED NEAR WATER RESIDUAL PRESSURE WITH VALVE IN TEST N/A TEST�UPPL -CONNECTION: I PSI CONNECTION OPEN WIDE ['' PSI UNDERGROUND MAINS ANU LEAD IN CONNECTIONS TO SYSTEM RISERS FLUSHED BEFORE CONNECTION MADE TO SPRINKLER PIPING VERIFIED B`.'COPY OF THE U FORM NO.85B OYES LJ NO OTHER EXPLAIN FLUSHED BY INSTALLER OF UNDERGROUND SPRINKLER PIPING YES Ll NO BLANK TESTING NUMBER USEDILO—CATIONS NUMBER REMOVED GASKETS NONE N/A NIA WELDED PIPING YES - IF YES DO YOU CERTIFY AS THE SPRINKLER CONTRACTOR THAT WELDING PROCEDURES COMPLY WITH THE REQUIREMENTS OF AT LEAST AWS D10.9, LEVEL AR-3 []YES '_]NO WELDING DO YOU CERTIFY THAI i HE WELDING WAS PERFORMED BY WELDERS QUALIFIED IN COMPLIANCE WITH THE REQUIREMENTS OF AT LEAST AWS 310 9, LEVEL AR-3 YES ❑NO DO YOU CERTIFY THAT WELDING WAS CARRIED OUT IN COMPLIANCE WITH A DOCUMENTED QUALITY CON fROL.PROCEDURE TO INSURE THAT ALL DISCS ARE RETRIEVED,THAT OPENINGS IN PIPING ARE SMOOTH,THAT SLAG AND OTHER WELDING RESIDUE ARE REMOVED,AND THAT THE INTERNAL DIAMETERS OF _ PIPING ARE NOT PENETRATED _ _ L7 YES NO -� CUTOUTS DO YOU CERTIFY THAT YOU HAVE A CONTROL FEATURE TO ENSURE T"H.AT ALL (DISCS) CUTOUTS(DISCS)ARE RETRIEVED? LJ YES Q NO FUNCTIONAL DOES AHJ REQUIRE A FUNCTIONAL FLOW TEST OF RESIDENTIAL SP121NKLERS? YES J NO FLOW TEST WERE FUNCTIONAL FLOW TEST RESULTS SATISFACTORY? _ ❑YES ❑NO HYDRAULIC NAME PLATE PROVIDED IF NO. DATA ❑YES ❑NO NIA REMARKS DATE LEE I II,SERVICE WITH ALL CONTROL VALVES OPF J. NAME F INSTALLING CONTRACTOR CONTRACTOR LICENSE p ICCB#223-01 OR MC-61-N- 7 N M K N TRY COMPANY — TESTS WITNESSED BY _. SIGNATURES F�pPE N ( _ TITLEt� - - maDATE_^-.Q t'( TRACTOR(SIGNED) TIl LE: FOREMANDATE /I,^�,t F IN TITLE: INSPECTOR DATE v I CER IFY THAI THE INFORMATI�EIN IS TRUE AND THAT THIS SPRINKLER SYSTEM WAS INSTALLED IN ACCORD- ANCE WITH RCW 18-180 AND THE RULES ADOPTED BY THE WASHINGTON JUMINISTRATIVE CODE AS ADMINISTERED BY CERTIFICATION THE STATE FIRE MARSHAL 5 NAME Of j:E ilf MPETENCY HOLDER(PRINT OR iv PE) T SIGNATURE OF CERTIFICATE OF COMPETENCY HOLDER CERTIFICATION REGISTRATION N l DATE ADDITIONAL EXPLANATION NOTES Ll� r oo �/-- VCT-1 I , / 4 F OR RI NK STOR. T F 2.2 GT-1 G FEE h I - GT-Z I I I H ►- I I 1 --— 7 , 1_ LIE - I 1R PARTIAL. FLOOR FINISH PLAN A4.3 51—'ALE: 1/4" : 1'-0" - ARCHITECTURF PIANNINO ["WOR1 New Tigard Library Date 11125103M 0W MoHsos :tmt,SuIN 900 Poflt�nd,0m9an 0TZ0! T 70799119/1 F 00!9140919 Tigard,Oregon isions �l OrwMrl No � Rgv /� �SRG PARTNERSHIP INC �© Job No. 2216 �' "-54 SEE 35MM R. OLL# 23 FOR LARGE DOCUME..NT I BRICK VENEER SHOWN BEYOND. I I I I I I I � '-T SUSPENDED GYP. BD. CEILING CONTINUOU5 LSX5 SHELF ANGLE WELDED TO STUD FRAME. FINISH TO MATCH MTL. PANEL WHERE EXP05ED TYP. I I /I SBO _TOMO F BRICK IL Y +10r FORMED MTL ANGHORES O 24" O.G. MAX. FASTEN TO BUILT UP STUD HEADER. — FORMED ALUM. PANEL FASCIA AND SOFFIT N FIN15H TO J MATCH CURTAIN WALL SYSTEM. ZI BOTTOM OF MTL. PANEL GYP. BD. WALL BEYOND. 14R METAL PANEL HEAD @ LOBBY 10q A8.8 -SC—AL E: 3" = 1'-0" ARCHITECTURE "NMC INTERR-R! New Tigard Libra Date an sw ror.l.en sn..I.1,",xon g 11/25/03 Pomnu.DM7#Tm TI arty,Oregon r 107 xxx 1017 F Dox M 0x77 Revisions D�rawi/nNo�g N SRG "ART NERSHIP 114C 18 Job No 2216 AL RA-56 TERMINAL UNIT SCHEDULE TAG LOCATION SERVICE TYPE INLET —CNG HEATING COIL NUMBER SDA CM MAX �� CFM CPM LAT NOTES ` TU-1-118 LIBRARY ENTRY 116 LIBRARY ENTRY 116 W1t 10 1040 312 474 1.3 105 - _ _ TU-1-•119 HALL 111 ESV _m , MACHINE RM 113 8 -- - 700- 110 110 0.5 81 TU-1-1 0 COF2�E 110 OFFE 110 WR 6 42.5 120 120 0.5 90 TU--1-201 JADIVIN_2 _ ____ CORRIDOR 217 1. V R 12 970 291 440 0.7 82 - —-- 1 EQUIPMENT SCHEDULL__ MECHANICAL ►t� Si �—•r _��_�-- -- rpm ru ee. iu r u• r., h nr n(Inwn ARCHITECTURE PIANNINO INTERION! New Tigard Library Da Ir e2,sw Morrison sn..,sim,mo 11!2512003 Fo'""I n"OA 9T20 1 7022221017 F 5022NO2r2 Tlgard,Oregon Revisions Drawing No SRG PARTNERSHIP INC 10 Joh No 2216 ! J\ COFFEE BAR RM-016 I r i 0.9 1 1.6 2j EA 2"HWS DN 1112"HWR DN-j FE 21 i IiirA::: OXIO 12% 5 1 11 ; �� ■►mai '' NITRY 6xl2 .�.� .. � 00 — I���IIM •. New Tigard Library Date :0 'Tigard,Orp.wm Ro9visions Drawing No S R G PARTNERSHIP INC, 4161 2216 F 1 SEE. 35MM R. OLL# 23 FOR LARGE DOCUMENT 2„ A 1 _ 31I \ S ---- COFFEE COFFEE B 14 4 - I.E. \ 145.5'- M4.1 CO M • .I + FIRST FLOOR PLAN - PLUMBING_ �i MM M IAI� ��(Pw,nIIN hyir.wn hr ru roMimaMitel ARCHITECTURE PLANNING MITRIOR! New Tigard Library REF.DWG Date 021 IW Mo ism eh*&L S.A.M M3A 11125/2003 lo,"sM,Oregon 17209 Tigard,Oregon T 701222.1017 r 0022"0272 Revisions Drawing No SRG PARTNERSHIP INC �� Joh No 2216 �� COFFEE BAR RP-024 SEE 35MM RO Lff 23 FOR LARGE DOCUMENT \ I F12 — J � \ I YOUTH O L SERVI F 12 WORK REA - J I 1� \ I 8. ac H - - F COFFEE -- - 'F 11 oc - _ J C Z4 4 E6.2 FI / F11 F14 PANEL _ \ I — -� NTR A01 AM E — . C) �- f �'¢ a a X �A01a \ X =f � X \ I I I X� t FIRST FLOOR PLAN — 1.I9-HTINQ E2.1 SCAIE: 41 _ 7 Pu r...w w ....I Date ARCHITECTURE PLANNING INTERIOR! New Tigard Library 11125103 821 SIN Monl.on s1rM11,sulk 700 Poms"d,0"-,81208 Tigard,Oregor Pevislons Drawing No /� T 80.7.777III?f 8027N077 .7 As COFFEE BAP. RE-022 S R G PARTNERSHIP INC �� Job No 2218 f/ 10 FCl \ � F_F— K AREA�F 1 1 1�t 17 13 PlBA 1 1� P1B \ 12. 15 / GOFFEE R� / '�• E 6.2 9T / 4 8 C \ II E6.2 #1 E 4 I 9. T 2. r • 2 '1 12. PANEL P1BB L — IBRAP, 9 PANEL P1B6E l TRY 8 P1BA \ / A12. P 1 BA 38. GFCI WP 1 1 ''9 3Q '1 X� _ FIRST FLOOR PLAN POWER 1 �W r s1F w'-- 1 7 c -POWER-- �J ..� UB ARCHITFCTUNF PIANNINO INTERIORS New Tigard Library Date 3 Alt AW Minds"lti-1,Ault.700 Podbnd,Orrpo,97205 T 701 2221111 F 7011"0272 Tigard,Oregon RevigionS Drawing No SRG PARTNERSHIP INC 10 ,ion No 2216 ,/\\ COFFFF HAR RE-023 R i� 1J T- 7 YOUTH WORK AREA L I Ild J 12 Qo I-Ki T5 E\/ COFFEE- (D 3 E6.2 F L 1-16RARY E ENTR'r' FIRE ALARM PANEL ANNUNCIATOR 12 FIRST FLOOR PLANSIGNAL Tl 1 sw ki, - I T Xm PAI ftfl.—I.. ARCHITECTURE KANNING INTERIORS New Tigard Library Date 121 3"M—Ifol.st'".Sark.M0 11125,103 lmll:� IT d.0,.gom 205 7 %0 222 1117 F 107 m 0212 Tigard,Oregon isions Drawing No SRG PARTNERSHIP INC 18 nb No 2216 171offEl RAP RE-024 II V PANEL- PIC OC DEVICE TYPE. Breaker ENCLOSURE, NEMA l MAINS(A)- P25A BKR BUS RATING(A), 225 LOCATION. DEVICE FAMILY, Balt On M"TIND ►lush WIRING. 3-Phase 4-Wlre WITHSTAND(A), 10000 FED FROM, PIC BUS VOLTAGE. to/IED FAULT CURRCNT(A) 4935 PANEL FSR COFFEE SHOP USE CKT DESCRIPTION - —NOTES DEMAND VA - OC PHASE OC VA DEMAND NOTES DESCRIPTION CKT CODE AMPS P AMPS P CODE ._.I, Ell NReeeptac tell 360 20 1 A 20 I1500 NEqulpnent EIOA 2 3 EIA NEqulpnent 780 20 1 B 20 1 1500 NEqulpaent E10B 4 E4A NEqulpnent 1500 20 1 C 20 l 1108 NEqulpnent E9 6 E7A NEqulpnent 1000 20 1 A 20 1 720 NEqulpnent F:5 8 9 E70 NEquIpnent IDOO 20 I B 20 1 1700 NEquIpnent E4BIJ30 11 EI NEqulpneAt 1000 20 1 C P.0 1 1500 NEgw pnent E4C 13 E2 NEqu)pnent 1440 20 1 A 20 1 0 SPARE SFARE 19 E3 NF.qulphent 1000 20 I B 20 1 0 SPARE SPARE 17 TRACK TF., W I00tIn6 1200 20 1 C L'0 1 0 SPARE SPARE 19 COUNTER LTG NLlphttn6 500 20 1 A 20 1 0 SPARE SPARE 21 DOWNLI(,HIS/SIGN NLlphtinW 230 20 I B 20 1 0 SFARE SPARE 23 SPARE SPARE 0 20 l C 20 1 0 SPARE SPARE 25 SPARE SPARE 0 20 1 A 20 1 0 'PARE SPARE 27 SPARE SPARE 0 20 1 B 20 l 0 SPARE SPARE 29 SPARE SPARE 0 20 1 C 20 1 0 SPARE SPARE 31 WATER HEATER SEE NOTE 1 Vater Heater 2000 30 3 A 33 2000 .. B 35 �• 2000 C 40 2 ?750 NEqulpnent SFE NOTE 1 E13 37 FIR SEE NOTE 1 NEquIphent 2136 30 1 A •• 2750 39 Ell SEE NOTE I NEqulpnent ID00 13 2 B 30 2 2500 NEquipnent SEE NOTE I E641 1000 •• C •• 2500 ALL CONNECTED KVA AMPS ■ PHASE TOTALS VA AMPS BUS TOTALS KVATOTAL CONNECTED 36.03 107.6 ■ A-N 12196.9 101.6 CONNECTED 0.36 TOTAL DEMAND 36.03 107.6 s B-N 11703.1 97.5 DEMAND 0.36 TOTAL DESIGN 30.70 IUs,9 e C-N 14404.3 119,9 DESIGN 0 36 NUIF L PROVIDE NEV CIRCUIT BREAKERS AS INDICATED FIRST FLOOR PLAN — LIGHTING pit f.e 1-1 wl--..1. 1. 621 SW mow. PIA),5,0 INTERIORS New Tigard Li,�rary 11!25/03 621!W Mortleon Sveet,luxe 100 Pnnuna Or",,,972011 Tigard,Oregon T 911222+917 F 603111402)7 g Revisions Drawing No SRG PARTNERSHIP INC G Job No 2216 /1COfiff PAR RE-025 ARCHITECTURE PLMING INTERIORS 621 SW Morrison Stre 3t,Suite 200 Portland,Oregon 97205 RECEIVED T:503.222.1917 F::103.294,0272 www.srgpartnershlp.com 14 S R G PARTNERSHIP INC DEC2003 CITY OF TIGARD gIII niliG DIVISION M E M O R A N D U M PROJECT NAME: DATE: REVISED DATE: SRO PROJECT NO.: THE.NEW TIGARD LIBRARY 12.02.03 2216 CITY OF TIGARD TO: FROM: Charles Balhman Tim Richard SIJBJECT: Coffee Bar Improvements DISTRIBUTION: ATTACHMENTS: Contract Documents The following Architectural,Food Service,Mechanical end Electrical revisions associated with the Coffee Bar improvements. Architectural Sheet A4.5 Coffee Bar Floor Plan,Reflected Ceiling Plan,General Notes and Finish Schedule Sheet A5.7 Coffee Bar Interior Elevations RA-54 Revised Floor Finish Plan @ Coffee Bar, 1 R/A4.3 RA-55 Revised Wail Section @ Coffee Bar,2R/A3.6 RA-56 Revised Soffit Detail @ Coffee Bar, 14R/A8.8 Food Service FS2.1 Equipment Plan,Equipment Schedule FS2.2 Plumbing Plan,Plumbing Schedule,Plumbing Notes FS2.3 Electrical Plan,Electrical Schedule,Electrical Notes FS2 4 Fabrication Details FS2.5 Fabrication Details Section 11400 Food Service Equipment Cut Sheets Food Service Equipment P:1200212219 Tigard UbreryM•Communlcationa\Pn4*d Marrm*120209_coneabar.doc PAGE t OF 2 Lighting `ichodule Light Fixtuics ('uI Sheets Light Fixtures Mechanical and Electrical See attached letter from PAE Consulting Engineers dated 12/2/03,summarizing mechanical,plumbing and electrical revisions associated with the Coffee Bar improvements. END OF MEMORANDUM p\2002\2216 tigard librarv\4-cornmunications\pmject memos\120209_eotteabar doe PIon%"1 , 808 S.W.3rd Avenue,Suite 300 Mechanical Portland,Oregon Electrical 97204.2426 Energy Management PAE Consulting Engineers, Inc. 5031226.2921 Fax 503/226.2930 Lighting Design ACEC December 2, 2003 Mr.Tim Richard SRG PARTNERSHIP 621 SW Morrison Street,Suite 200 Portland,OR 97205 Reterence: Tigard Library Subject: Mechanical and Electrical Coffee Bar Revisions Dear Tim, The following suggested Mechanical and Electrical Change Request is forwarded for your review and implementation into the reference project. Reason for Change: Owner requested revisions Drawings: Mechanical M0.3 Equipment Schedule -Mechanical I. Make changes indicated within the clouded area on revision drawing RM-016 dated I1-25-03. M2.1 First Floor Plan - HVAC 1 Make changes indicated within the clouded area on revision draw ng RM-017 dated II-25-03. Plumbing M0.2 Equipment Schedule -Mechanical I. Make changes indicated within the clouded area on revision drawing RP-023 dated I1-25-03. M3.1 First Floor Plan - Plumbing I. Make changes indicated within the clouded area on revision drawing RP-024 dated 11-25-03. 114.1 Enlarged Partial Plans- Mechanical '. Make changes indicated within the clouded area on revision drawing RP-025 dated 11-25�-03. Mr.Tina Richard December 2, 2003 Page Two Electrical F2.1 First Floor Plan - Lighting I. Make changes indicated within the clouded area on revision drawing RE-022 dated 11-25-03, E3.1 First Floor Plan - Power Make changes indicated within the clouded area on revision drawing RE-023 dated 11-25-031. E4,1 First Floor Plan -Signal I. Make changes indicated within the clouded area on revision drawing RE-024 dated 11-25-03 E6.2 Partial Plans—Electrical 1. Make changes indicated v.ithin the clouded areas of reissued drawing dated 11/25/03. E7.3 Panel Schedules—Electrical I. Make changes indicated within the clouded area on revision drawing RE-025 dated 11-25-03. If you have any questions to the above, please do not hesitate to call. Sincerely, Dennis M. Bohn DMB/vet 7692/CR F?nclosures rL-W TIGARD LIBRARY COFFEE BAR TIGARD, OREGON CONSTRUCTION DOCUMENT PHASE FOOD SERVICE EQUIPMENT BROCHURES NOVEMBER Il, 2003 R S S O C I R T E S 858 NW NOFtWOC76 CAMAS, WAgH. _0607 380 - 89,57 FAX 380 - 834 - 5453 FOOD FACILITY CONSULTANTS SPACE PLANNING • DESIGN I 3 BAKERY - HIGH COMBINATION DRY i 1 18 Railroad Avenue.W.Haverstraw, NY 10993 REFRIGERAT Phone(845)786-5500, Fax(845)786-0076 GLEGVSND REFCON www refconcase.com,E-mail:sales Orefconcase.com `-- STANDARD FEATURES GLASS: Roved Single Pane •� f � INTERIOR:Black Finish with Mirmr Interior- Ends ntenorEnds 0 Refng. Section Re(rig. Section:One-Way Mirrored Rear Load Door,,(1)Adj. Glass Shelf w/Light Dry Section: Coen at Rear, Lexan / it I OC♦ / Ends;(1)Adj. Glass Shelf w/Light I ' tie F w EXTERIOR: Standard Plastic Laminate, Matte Finish(Upr-harge Mav Apoly); 0 LIGHT:3500K Fluorescent; 0 REFRIG.: Self-Contained w/Gond. Evap.. MISC.: Cord w/NEMA 5-15PIuq;Digital H / Thermometer. P` I OPTIONS Cal i y ❑ Sliding One Way Mirror Back Goor for Dry 971/4' �- 3s• -� MODEL L x W x H REF.HEO. VOLT/AMP WEIGHT('RATED E S/ 036 36 x 36 x 59 114 HP 120/12 'GO GLEGVSNO048 48 A36,5. ,�HP 120/12 750 Prolecr --� ,Customer Comments Please specify Plastic !_aminate: Approval Slgnatun -- _—._ _----�_., — — -------- r. r^.(1nllnlllnrt I')rnlil lnt rmnrnvon•onl mw norn<vda/a^n+nno n1 enyRro none wdhn„r... :^n OCC.^nil-••^•+�^A^^'^^^'"^^^^^'^ ^ ^"^^^^''^^^'� • DO C oiititiei itala lip �►LUE LINE UNDERCd(jNTER. .- REFRIGERATORS REFRI&FRATORS Standard Features___ "Unique Field Assembled, Bottom Mounted Utilizing Environmentally Safe, CFC-free R-134a Refrigerant Ventilation System Designed to Allow Cabinets to be Flush Against a Wall or Built into a Counter to Conserve Space *Modern State-of-the-Art Styling •Perfo•manr,e Rated Refrigeration System Utilizing Environmentally `;afe R-134a Refrigerant _,. ,",•."""" "`````' -Unique Airflow Distribution Keeps Product at Uniformly Constant Temperatures .; -Easily Serviceable Back Mounted Compressor •2„ hlon-CFC Polyurethane Foam Insulation -Spring Loaded, Self-Closing Door a t,� >r. r X� • -Magnetic Snap-In Gasket -3 5/8" Casters MITT-, � -Heavy-Duty, Epoxy-Coated Steel Shelves -Interior Hanging Thermometer U C27 -Cabinet Construction Consisting of Stainless `'—� Steel Front,Aluminum Top, End Panels, and UC48 Interior -Non-Corrosive, Plasticized Fin Evaporator Coil -Completely Enc.!osed, Vented & Removable Case Back -Automatic, Energy Saving. Non-Electric Models Available Condensate Disposal -UC27 -Field Rehingeable doors -UC48 -Meets ADA Height Requirement,,, •UC60 -loft. Cord & Plug Attached -Ur-72 Optional Features & Accessories -Remote Models - R -Electric Condensate -Additional Shelves -Single Overshelf -Door Locks •Douhle Overshelf y i C E C (Q L) In) yyALUE LINE REFRIGERATORS EL MODEL MODEL MODEL SPECIFICATIONS (:U:C27 UC48 UC60 UC72 DIMENSIONAL DATA Net Capacity (cu. ft.) 7.4 13.4 17,0 20.6 Width, Overall (in.) 2-1,'/, 48 60 72 Depth. Overall (Incl. Hdls.) (in.) 30 30 30 30 Height, Overall (Inc. casters)(in.) 31°1!x. 31°1/„ 31°'/x. 31°1/°' No. of Shelves 1 2 2 3 Shelf Area (sq. ft.) 3.5 E.8 8.1 10.2 No. of Doors 1 2 2 3 Condensing Unit Size (H.P.) '/g '19 '/4 V' R-134a R-134a R-134a / Cabinet Electrical 011 115/6011 115160/1 115/6011 Amp_-5---,_-- - �--� ::J0 6.9 7.8 8.7 74o. of Fans 2 3 3 4 Shipping Weight (lbs.) 180 263 300 333 Shipping Height (in.) 43'/. 43'/• 43'/. 43'/• Shipping Length (ir.) 35'/. 55 681/. 80'/. Shipping Depth (in.', 37'/. 37'/. 37'/. 37'/• - --:u 7/10 I---- 27 1/2-1-27 I/"_ -i {�- : 15/16 I .. I .................. ......... ... i 19 :V8 1 14 1/8 11 7i0 DnnR ` 22 7/8 --� !+- 19 1/I6 - 14 !�- 19 1/I6 77 —1 OPENING DOOR DOOR DOOR w ti; I OPENING I OPEVIVO ! OPS INil 1 L_ ......1........... ---1 _....... OR NO MR-lummuffl-W. SIDE VIER FROVT Vlie FRONT VIF1 I s- 60 - - 17 1 I 00 7/8 ---- 22 7/8 !0 1 18 - 19 1/16 OnOR DOOR DOOR DOUR lDD0Uk6 OPEN14G OPENING OPENINr, OPEN INC .--.-� C)/��1 b 1��!I�`� A Division of National Refrirrration &A/C Products. Inc. _- 1 w 539 Durksferry Poad Bensalem, PA 19020 � ' (215)244-1400(600)523-7138 Fax: (215)244-9579 UC-8101 i Cu��Maclt�ne t� r 11 t Ili ` at} a d '�`�t.1MATE �� LADE NIP � IL � u tCE CitA6�tirv'�fivE ICB s[tiItCE AWS Manitowoc Q - Model 270 Series A seamless blend of though'ful design, new techno!ogy and rugged construction. Produces up to 290 lbs. (132 kgs.) of ice per 24 hours. Ice production Power PRODUCTION Ito Model Cube sue lbs./Kgs.24 hours kWh/100lb5, AIR-COOLED UNIT WATER-COOLED UNIT OR-027regular 8 ular 200 bsJ91 Kgs. 9.7 OR-0271W regair temp water temp air temp pater temp 1W 227 lbs./103 Kgs. 7. 00-0272A dice 215 Ibs./98 Kgs. 9.0 .K 50' 70' 90' F 50' 70' g0' JQQ�2dice 245 Ibs./111 Kgs. 73 'C 10' 21' 32' C 10' 21' 32' 70' 280 245 220 70' 290 255 235 OY•0274A nalt•dice 215 IbsJ98 Kgs, 9.0 21' 127 111 100 21' 132 116 107 U •0 W hWI-,Jice 245ibsJ111K9s. 73 80' 275 240 215 60' 285 250 230 Water usage/100 LbsJ45.4 Kgs.of ice 27' 125 109 98 27' 130 114 105 Potable Water 32 gallons 121 Liters 90' 250 215 196 90' 280 245 225 Water-cooled Condenser 167 gallons.632 liters 32' 1 114 98 86 1 32' 1 127 111 102 ••.t'ar'W'lollowtng model number mdlntee-Alr'o"Mmt'condemmE unit. tPmiuenon int Diu and Hall Dice cubes Rapier cube u r4 kea than then. Certified and Rated in Accordance with ARI Standard 810/820-95 'et.WnOnnna on,Itandam"Vit w V.F V.10'F welt and 30.1 Deep water.ret emu", r-. r. A;Electrical Entrance 0'1R'(111 viral F.P.T.Water Condenser Inlet 8 3/6.(0,95 cm)F.PT. E_ 11711X7 cm)Bin Drain Ice Machine Electric Ice Making Water Inlet C1R-(1.27 cm)F.P.T. 1 /6 /1. 208-230/60/1 also availi.ble,consult factorv.) Water Condenser Outlet (water-cooled units) For S I50/1 consult 50 cycle specifications. 115/60/1 ice machines are factory pre-wired with a 6' (180 cm) power .00`(76.20 cml 20.69 !Sz.Ss cm) cord and NEMA 5-15P-plug..unfbaration.208-230/60/1 ice machines are factory pre-wired with a 6' (180 cm)power cord only,no plug is supplied. Total Amps: I Air-cooled—9.9 amps. Water-cooled—9.1 amps. 3250, Maximum fuse size: (62.55 cm) Air and Water-cooled—20 amps. 13.4e' HACR-type circuit breakers can be used in place of fuses. 13423 c tzar e.90• zeas Specifications (31.39 cm) (22.35 cm) 15.39 cml BTU Per Hour: Operating Limits: 3,800(average)6,000(pak) a Ambient Temperature Range: 35'-110'F(1.7.4?.3'C1 i (1 J74cm1 p C Compressor. E Nominal rating 1/2 HP a Water Temperature Range: B 115sb ami ' 33-90T Copra-Nickel Condenser. (0.6'-32.2'C) A (Water-cooled models) a Water Fressure ice rlMker Wcrr 125' fn: tt.te"171st eml 13.17 eml Adds protection from Min 20 psi(13"1 9 SPA) I corrosive dater elements. Max 80 psi(551.1 VA) / 11.17' O a Condenser(sire Water In: (28,37 crit)�I n_270 �J (Water addled only) 11 Min.20 psi(137.9 kPA) ` Max.150 psi(1,034.:kPA) Installation Note-There is no minimum clearance required,however recommended clearance for top,sides,and back is 5" (12.7 cm). Air Flow Front View Air Filter 3 Cube Sizes to Choose From Front Access Air in119111111111110 Slides out from Half Dice Initiate ice, left,air right side front 'ti';ttti"T'n" off and clans � Q 11 f out right, without tools, (95 T:1.86 x 1.12 cm) operations with ON OFF CLEAN i no side easy to clean, lop," Dice simple upfront vents rusable filter T X W tr"s selector switch,No need to remove (2.11 x 1.12.r 1.11 an) Art,.,eIs protects condenser ,frurtpa"el. Re from lint,glease � Regular �Y Fla.tat 1'1'r 114'X'1' and dust. �°mss (1.16x2.SOx221am) IOHIII,, CLIMATE. FORLEADERS�+IE �� .'a�a+�ieeRayeesemer<, M42211- ,7 tee Inc. r 2II0 South 160 Strait,P0.Bos 1720 a Mrtnitomoc,Wt 51221.1 (0.USA 1` x Ph:920.682-0161 a Fax:920.483.75b9 a Wtb Site+Vana.ntenttowonctcom mnr.waaraetrw•+,r r, C1°"a�ar I�at rapaalaaat aer itMltlle dela Ate.y�ear ouNw Deb. M ani �r 0 -, Tfla1a 01 WATER FILTER Over 60°4, of ice rr;achine service calls are water-related! A Tri-liminator filter will condition of water, reduce cleaning frequency, lower service costs, maximize equipment performance, and improve ice quality. REPLACEABLE CARTRIDGE DESIGN MANITOWOC'S TRI-I.IMINATOR WATER SIMPLE, EFFICIENT DESIGN., features FILTER ..is an efficient, dependable, a replaceable filter cartridge in a Tri-ltler. _--_-=--- affordable water filtration method that: screw-on/off, FDA-approved housing. Inhibit, scale formaticn, reduces cleaning Cartridge contains 4 ounces of frequency, assures proper equipment phosphate crystals, 23 ounces of performance, end promotes energy granular carbon, and 2.5 quare feet i efficiency. of post-filter material between bottom ■ Filte s water sediment to prevent parts and top sediment screens. from jamming and plugging due to Designer♦ exclusively for Manitowoc ice water-borne dirt accumuiation machines, this water filtration package t ■Removes chlorine taste and odor/ has 230% more phosphate and 278°; absorbs dissolved chlorine gas to more carbon than the average brand. A cap-seated o-ring and square thread produce quality ice and protect stainless chsure ensure leek-proof sealing. � • + steel surfaces from piRmq and corrosion. Pressure relief/bleed button on the FEATURES and BENEFITS inlet side of rhe cop quickly releases 2 Replaceable filter. trapped air from housing after cartridge changeout. No cm lex activation Quick and easy filter replacement procedure or time-consuming pre- 9 Optional pre-filter extends primary filter's coating is necessary. ... life. (Included 'i assembly or available f as acr:essory "— WIDE SELECTION,..enables ou to� ) choose a Tri-liminator filter system to MPre-assembled unit requires no additional match the production capacity of your 'r Ty fittings. Manitowoc ice machine. Stock-on ice t / 3-year parts-and-labor warranty on cap, machines may require only one filter housing, hardware, and mounting based on total ice-making capability assembly. (Filter excluded.) PREnSSEMBLED SYSTEM_cons ists of NSF certified. mounting assembly, filter housing(s), i 4�'i•, filter cartridge(s), inlet shut-offvalve, x Mounts vertically or horizontally. filter filter-life indicator, and ?,V' F.P.T. fittings. ■ Simple start-up and changeout Replacement filters sold separately. ' procedure. INSTALLATION .is to the ice machine N `Iter life indicator (red line gauge) gives cold water supply line only Do not use Model Tri•L-10M 2 .a 3-week changeout warning. Tri-liminator with other appliances. JA Manitowoc • •40continuilig The Excellente Of Simplicity 4 I ri i d ti I i 1 I J• till+ 1 Model Tri-L-5N Model Tri-L-ION Model THA-15N Model Tri-L-20N Model Tri-L-25N Prefilter. Used as an ac. Primary filter. Use with Primary filter plus pro-filter. Two primary filters Two primary filters con- cessory to pro-filter incom- Series 150, 200, 250, Use with Series 150,200, connected in parallel. Use netted in parallel plus a ing water for Tri-L-ION 320, 420, 450, and 600 250,320,420, 450, and with Series 800, 1000, pro-filter. Use vrith Series and Tri-1-20N systems. ice machines. 600 ice machines installed 1300, and 1800 ice 800, 1000, 1300,and Recommended for areas (Y—S)Tortene otiand cepo�bNSF y in areas with high water machines. 1800 ice machines with high water turbidity. stendatd 42 ter taste,odor,chlorine turbidity, �)Tested and certified by NSF installed in areas with tested and certified by NSF Internaterol agmnst ANSI/NSF reduction,Chu t tt)Lited and nnifled by NSF Standard 42 la,este,odor chlorine high wafer turbidity. IfilE)Intemawnd against ANSI/NSF Fruwre Drop of Rated Flow 8.0 pit `_, International against ANSI/NSF reduction Class I Intl Tested and cernhed by NSF Standard 42 for par"cudote reduction Standard 42 for particulate reductinn Pr"ssure Drop at Rated Flow 8 0 pit ... international against ANSI/NSF Class v Clore v and taste,edea chlonm Standord 42 for particulate reduction pr"uure Drop at Rated Flow <1 0 psi 'r—hon Jou I. Class v and roste.odor.chlorine Ne sure Orap at Rated Flow 8 0 pu reduction Clms 1. Pressure oiep at Rated Mr. 10 psi (111119. Dimensions(Inches) Holes Confer to Use with Ice Machine Series Ratite Service Madel Hei ht Width Depth Center Weight 150 200 150 320 420 450 600 800 1000 1300 1800 flow Wes R Co adties Td-L•511 14.50 ' 5.37 S.37 4.15 41bs. ♦ ♦ its ♦ ♦ to • • • • ♦ 1.5 GPM(5.1 LPMI _ T64-ION 14.00 9.00 5.25 5 88 IO lbs, 4o ♦ • ♦ ♦ • _ 8.000 gal.at 0.75 GPM(2 9 LPM) T644511 1 14,00 13.56 5.25 9.56 14 Ibs. • ♦ ♦ ♦ • • _ 8.000 011.at 0.75 GPM(2 9 LPMI tri L•20N 14.00 11,38 9.12 7.36 18 8x. ♦ ♦ ♦ ♦ 16 000at I.S GPM IS.1 LPM Tn-L•15N 14.00 16.38 9.00 12.38 2216s. _ • • I • 16,000 gal.at 1.5 GPM 151 LPMI SPECIFICATIONS: PRE-FILTER OPTION: Ice machine installations in areas with high , Maximum operating pressure....................................125 psi 18.6 bar) particulate matte, (dirty water) should include Tri-liminator systems with pre-filler Maximum operating temperc-ture ................................100"F (37.8"C) of the p imaryPfptpr cartridge where fthis actondition exists.Manitowocalie Design parameters......................Hordness—less than 20 grains offers a five-micron pre-filter. Iron —less than 3 PPM Tho Manitowoc pre-filter is o cnsf-efficienf pH—5.5 to 9.5 solution to the particulate matter(dirty water) Flow rate—Tri-L-ION& 15N .. ,,..0.75 (2 9 LPM) problem beccuse prefilter replacements art.,for Tri-L-20N&25N ..............................1.5 GPM(5 7 LPM) more economic-71than u primary filter cartridge. Tri-L-5N............................................1.5 GPM 15 7 LPM) Filler housing......................................... .. FCA grade polypropylene Replacement s �. Prefilter .....................K000hO Pr -fflitation .................. .................... . .._. .. . ...................5 microns Prini cartridge ........K-00070 Internal material—spun polypropylene To ensure maximum Filtration efficiency, replace Primary filtration .................................. .... 25 microns the primary filter cartridge every 6 months. A Internal material—2.5 s re feet spun polypropylene post-filter, d ,afilter gauge will indicate if replacement is neces- ounces food grade phosphate sale inhibitor crystals, 23 ounces sary prior to six month's usage (below 20 prig) ti top food grade activated carbon. Note: Tri•liminaror systems that include o pro-filter Mounting assembly .................... ......... Galvanized steel with white do not require primary hilter replacement prior Pc powder cuoted point finish six month's usage. If replacement is indicated, Inlet/Outlet fittings........................ ........ ................... ..........sh" F.P.T. replace only the prefilter. IMPORTANT NOTICE:Rood this performance sheet and compere the cnpabilines of this unit with your actual For more information, contact our Wisconsin 'teadquarters y water treatment needs.It is ocommended that,before or the Mcnit0w0c ice machine specialist listed below: (NSF Purchasing a water treatment unit,you have your worst supply tested to determine your actual water treatment needs, WARNING Do not use with water that is micrabiologi. dally unsafe or of unknown quality before or ober qhs he sysyst without adequate disinfectiontem. Repbee Filter cartridge wary 6 months or when flow Mani � dinslnbhes. CAUTION:Tisa hirer must be Protected from frosting A id direct emstght Fellore to do so may result in crack- Manitowoc Ice, Inc. of she F♦.,. end water lockage. 2110 South 26th ,c t., P.O. Box 1720, Manitowoc,WI 34221-172C j ph:414-082-0161 ♦ Fax: 414-083.7589 ♦ Web Site:www.manitowoc.com Litho in USA 2.97 Contlnul.ng product improvement may necessitate change of specifications without notice. i Sal JOB: _ Item No.: (� _-- '-j Model 75 1=1013 WASTE DISPOSER 3/4 HP - 1 Phase & 3 Phase Carrosion Resistant Body - Permanent molded from heat treated aluminum alloy. Patented Air/Water Seal — Protects the motor from damage by water. y Tapered Roller Bearing - Provides longer motor iife, quiet operation and shock absorbing. Water Cooled Motor - Provides maximum efficiency and longer life. Quiet Operation - Extra thick rubber mounting adaptor and drain outlet isolat,s sound and eliminates vibration. Waste Mixing Chamber - Extra large to ensure proper mixture of water to waste. Cone Assembly ,� _ ALL PIPING'Ir- - �.�!� TABLE CUTOUT 15"CONE 15'h„ OPTIONAL VACUUM CONFCOVEn BREAKER S 18'CONE-18'I. _— CIP SOLENOID 'h"FIXED— iVALVEWI NOZZLE WATER FLOW NEMA 4 Watertight Controls SCRAP CONTROL RING / DISPOSER CONTROL � 1 FOOD WASTE o �p DISPOSER Mms, ,r) 1:1 'LE) I .` -- I 2"\"DRAIN NOTE:INSTALL PER ALL APPLICABLE CODES APSS-Z _ 115 Volts 1 Phase 17.8 Amps_ 208 Volts �_1 Phase 9.9 Amps ! ]� 230 Volts � 1 phase 9 0 Amps 8 Volts 3 Phase 4.0 Amps 230 Volts 3 Phase 4.2 Amps • 460 Volts 3 Phase 2.1 Amps IAPSS ♦ SPECIFY EXACT OPERATING VOLTAGE 4 Salvajor SPECIFICATIONS: ❑ 18" CONE ❑1S" CONE 2ON'(53.02) —17'li(45.40) MOUNTING - Rubber adaptor above grind chamber vi FIXED tee(45.72) and rubt;er drain outlet isolates sound and elin-,inates NOZZLE II vibration. No metal to metal contact. .1•t < _ 5312(14.29) 5 (14.2. EXTERIOR HOUSING - Permanent molded from } � tts.st, I I tie 5t) i 1 I3"NFT heat treated, corrosion resistant aluminum alloy then WATER INLET t 3 Se/P 114.29) computer machined to a smooth polished finish. Paint free. I (33.02) 13t3/rs'(35.08) 19'/1e' „ 81�•y ( 12 CONE 49.37) SHREDDER -8 inch diameter,machined high strength, 2531,• 2*OR 3' (21 se)I 14v."(37.78) weer resistant hardened carbide alloy. (s5.41) DRAIN ti 1'l,t"i I I-12•(30.48) I� (2.71)1 POWER ROTOR -8 inch diameter with 2 cutter bars,machined Whit"(18.03) ENTRANCE _ g./i•�14 29' high strength,wear resistant hardened carbide alloy. \ I (1s 5t) I ; RESET MOTOR - 324 HP totally enclosed. Fan cooled and BUTTON water cooled for efficiency and longer life. Built-in manual reset thormal overload protection. Available in 208 volts - or 115/230 volts, 60 cycle, 1 phase and 208-230/460 X3+/2" SINK MOUNT ❑6'13" SINK MOUNT volts,60 cycle,3 phase. BEARI.IGS - Tapered roller(top) TOUT IOUT 3`li'18.891 8 4.'(t 9t) 1 CU SINK OPENING I r __ 1_---^ Sealed ball(bottom) 11;NPT I WATER INLETI tJ 53/s'(14 29) SEAL - Patented Air/Water Seal and secondary I _ 33.32) 1 Teflon Lip Water Seal. 13'31,.'(35.C8) _ (36 99) 8'h"+• WATER REQUIREMENT - 5 gallons of cold 21'12 2 3• (21 59)� ❑ ADJUSTABLE LEG. 9 (51.12) DRR IAN ti 1 ni 1 water per minute. (2.70)1 POWER (OPTIONAL) e3l,i(18.03) ENTRANCE WASTE OUTLET - Rubber drain accepts 2"piping sv.'(Is 88) , or 3"piping by removing drain insert. RESET ) — - BUTTON ADJUSTABLE TO DUAL DIRECTION GRINDING -Designed to 9' t2s.to) Joerate in either direction. Direction of rotation can be controlled when inFtalled with automatic reversing controls. Reversing rotation.an double cutting teeth life. NOTE:Dimensions In pnrentheets era In centimeters (Specifications subttct to charms without notice) LEG SUPPORT (Opt, -ial) -Single leg,adjustabie. ASSEMBLIES: (See Specification Sheet) _ SAMPLE SPECIFII:ATION CA--Cone Assembly with 12", 15" or 18" Cone SAMSAM SA •-Sink Assembly with a'/2" or 61/3" Sink Collar 75- CA-18 MSS-3 (230/60/3) DISPOSER CONTROLS: (See Specification Sheet) Model I Colne Disposer MSS-3,MSS-3:D: (Non Reversing) Size Control Electrical WJ: (Manual Reversing) LAssembly Specs. ARSS-2,ARSS: (Automatic Reversing) ♦ SPECIFY EXACT OPERATING VOLTAGE The Salvajor Company 4530 East 75th Terrace Kansas City, Missouri 64132.2081, USA CALL TOLL FREE 1-800-821-3136 (816) 3E.3-1030 FAX TOLL FREE: 1.800-832-9373 www.salvajor,com Email:sales@salvajor.corn service@salvajor.cor,i Manufacturers of Comrnercial Food Waste Disr.,osirg Systerrs since 1544 Insinger Item # . GS 302 UNDERCOUNTER AUTOMATIC DISHWASHER 7 J ..J DESIGN o Automatic, hot water sanitizing undercounter dishwasher with tinned C wash and rinse cycle. Fully automatic operation with color-coded pushbutton controls. Capacity is 22 racks per hour, or 550 dishes per hour. Equipped with three levels of controls—operational, management, and service diagnostic. V STAND1 RD EQUIPMENT •20 fixed lower wash jets •ThermoStop`l final rinse •6 revolving upper wash jets temperature control • 7 revolving lower rinse jets, • Electric immersion tank heat precisely positioned along • Low water protection for heater S/S rinse arm Motor overload protection • 7 revolving upper rinse jets, • Door interlock safety switch "a precisely positioned along • Flexible water connection S/S arm e Deep drawn S/S chamber with • Independent wash and coved edges to prevent rinse systems bacteria build-up t 1 •Automatic tank ill a CrrNned interior ceiling to • Integral detergent dispenser ensure clean runoff of water and reservoir • Door vent position for airing and 1 • Integral rinse-aid dispenser drying machine and reservoir • Single point electrical connection • Fully automatic operation for motor, controls, heater • Intelligent, color coded push and booster uutton controls, including power • Digital temperature readouts on/off, manacement/service and 4, Pumped drain drain buttons • Standard wash cycle, • Food soil strainer system, extended wash cycle (scrap screen, scrap basket) .2 plastic 20"x 20"racks Mediamat"'Cyclo filter System • vlediamaPl Cyclo Filter System (1 peg, 1 flat) Fine debris and floating particos are • Easily removable scrap L•asket •Blocked scrap ba.,ket and filtered uut of the wash water during •Thermostatic controls for the screen alarm system the wash process wash tank and final rinse boo.;tar (�0 Insin or ?i 9 6245 State Road Philadelfihia, PA 19135-2996 215.624 4800 215.624.6966 FAX 800.344.4802 www.insingermachine.com InSingep OS 342 UNDERCOUNTER O — 2J N/s--- 40 114- _ - � -- 17 tai —as 3/e -. IT 0 `7 l tktjyYt B1GlC� �f(� r!Atrr lr?tW Note.For all rough in connections see Installation and Layout Detail Drawing. SPECIFICATIONS CONSTRUCTION - Wash tank,inside wash chamber,and oll external surfaces are made of 18-8 stainless steel.Side, rear and bottom panels provided, CONTROLS - Front-mounted controls are easy to read with colored indicator lights for all functions,Including wash and rinse temperature.Control components are mounted within machine In a splash-proof box. WASH SYSTEM - One hp wash pump powers polypropylene lower fixed manifold and uppe. rotating spray a,in.Integrally- molded nozzles are heat alkalai and rust resistant RINSE SYSTEM - Independent rinse pump powers upper and lower rinse arms made of 18/8 stainless steel.Integral electric booster provides 180-195°F rinse water,if of water line pressure DRAIN SYSTEM - Separate drain pump lifts up to 24 Inches above floor level. Capacity Tank Capacity Motor site Electric ueage(heating Water inlet Final rinse Per fxne temperature peak flow 22 racks 550 dishes 2.4;2.6 kw wast•,tank 50 meals 4 5 gals 1 0 hp(w10) 2 6 kw booster(Vor 70°rise) I w to 14o F 4-1 gels shin Final rinse Exhaust hood Time cycle Peak rateShipping Current draw El�cIt consumption requin�rrlerrt drain flriw weight amps w/buil t•rn booster at 20 psi min. 16.5 gals./hr. 20811 i60. • .......................................27.4 0.73 gal./rack none 163.-243 seconds 9 gr ,ls./rr,n i 751bs. 220.240/1/60.................................25 3111111011103 PRINTED IN USA SEE 35MM ROLL# 23 FOR LARGE DOCUMENT CITY OF TIGARD Journal Entry Form JE # 73 G/L # 7 JE Date: 1/12/2004 Description: _—_ CITY OF TIGARD — New Tigard Library — Sewer Connection _ Permit - SWR2004-00003 — Month Ending: —1/31/04 Reviewed By:_ —— Entered By: pah Date Entered: — Debit(+) — Additional Ln# _ Account# Credit - _ Amount Information_ T_rn# _ 1 5_00-0000-101000 _ * 5,280.00 SWR 2004-00003 1 2 500-0000-207000 - 5,280.00 SWR 2004-0000`1 2 3 _ 3 4 300-0000-101000 __ 5,280.00 SWR 2004-00003 4 5 _300-6100-750030 + 5,280.00 SWR 2004-00003_ 5_ 6 8 -- 9 ----- - - — --- 10 .11 — _- 12 131 14 15 16 I ---- — — --- -- — 18 19 20 —— --- — --- — 21 22 ' 23 ---- _ --- _-+ -- _10,560.00 24 — --_ 10,560_00 --- 25 _ _ _ 0.00 26 27 28 i w I P .ti IL ` 0 ti v � v i �i n C ccCo m -r o 3 t� _ ,WflCC T - I CITYOF TIGARD _ SEWER CONNECTION PERMIT DEVELOPMENT SERVICES PERMIT#: SWR2004-00003 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639.4171 DATE ISSUED: 1/21/04 SITE ADDRESS; 13500 SW HALL BLVD PARCEL: 2S102DD-00100 SUBDIVISION: FIK&WOOD ZONING: R-12 BLOCK: LOT: 001 _ JURISDICTION: TIG _ TENANT NAME: CITY OF TIGARD LIBRARY USA NO: FIXTURE UNITS: 33 CLASS OF WORK: NEW DWELLING UNITS: TYPE OF USE: COM 1;0. OF BUILDINGS: INSTALL TYPE: LTPSWR Ift4►'�RV SURFACE: Remarks: 2*.,EDU's increase. Additional fixtures for coff bar. (Other bldg. fixtures on SWR2003-00325). Owner: _ -- -- CITY OF TIGARD �- -— FEES ` 13125 SW HALL Bt VD Description Date Amount TIGARD, OR 97223 1SWUSAISwr('onncct 1/14/04 $5,280.00 1SWUSAI ,wrConncct 1/14/04 $0.00 Phone: 503-639-4,/1 -- ---_--- ---- -- Total $5,260.00 Contractor: Phone: Reg#: Required Inspections i This Applicant agrees to comply with all ti;r, rules and regulations of the Clean Water Services The permit expires 180 days from the date issued. The total amount paid will be forfeited if th3 permit expires. The Agency does not guarantee the accuracy of the side sewer laterals. If the sewer is not located at the measurement given, the installer shall prospect 3 feel in all directions from the distance given. If not c�o located, the In-,taller shall purchase a"Tap and Side Sewer" Perm ✓' � � ' � � Issued by: � ;�* �=f �" Permittee Signabtre Cell (503)639-4175 by 7:00 P.M. for an inspection needeu the next business day r . Accumulative Sewer Tally Parcel# 2S102DD-00100 Tenant Name:City of l i and Library This SWRA 2004-00003 Site Address: 13500 SW Hall Blvd. _ This PLM# 2003.00224 Fixture Value Previous Previous Credits Capped Fixture Fixture New New # value capped off value added o dded total total _ count off#s count # value #s values Baptisery/Font 4 0 0 0 0 0 Bath-Tub/Shower 4 0 0 r 0 — 0 -Jacuzzi/Whirlpool 4 0_ 0 0 0 0 Car Wash-Each Stall 6 0_ 0 0 00 -Drive through 16 0 0 U 0 0 Cuspidor/Water Aspirator 1 0 00 0 0 Dishwasher-Commercial 4 0 0 0 0 0 _ Du�lestic 2 0 0 1 2 Drinkir i Fountain 1 0 0 0 0 Q Eye Wash 1 0 0' 0 0 0 �~ Floor Drain/Sink-2 inch 2 0 0 G 0 0 3 inch 5 0 — 0 2 10 2 10 4 inch 6 _ 0 0 0 — _ Car Wash Drr 6 0 0 0 0 0 Garbage Disposal Domestic(to 3/4 HP) 16 0_____ 0 1 16 1 16 _ Commercial(to 5 HP) 32 0 0 U 0 0 Industrial (over 5 HP) 48 0 0 0 0 0 Ice Machine/Refrigerator Drain 1 0 n 1 1 1 1 Gil Se (Gas Station) 6 0 0 0 0 0 Rec,Vehicle Dump station 16 0 0 0 0 0 Shower-Gang (per head) 1 _ 0 - 0 0 0 0 -Stall 2 0 0 0 0 0 Sink-Bar/Lavatory 2 0 0 _ 0 0 _ 0 Bradley 5 Q 0 0 0 0 Commercial_ 3 0 0 2_ 6 Service 3 0 Q 0 0 0 Swimming Pool Filter i 1 00 _ 0 0 0 Washer-Clothes _ 6 0 0 0 — 0 0 Water Extractor _ 6 Y p 0 Water Closet-Toilet _ 6 v 0 0 Urinal _ 6-- 0 Previwis EDIT Count 0 U Capped EL,','Credit I 0 TOTALS 0 0 0 0 7 35 7 35 Current Fixture lue 35 divided by 16 2,2 Current EDU 1 EDU = $ 2,40) Previous Fixture`,,'glue 0 _ divided by 16- 0.0 Previous EDU Change 35 divided by 16 2,2 over (under) $ 5,280.00 Enter EDU Change Here 2.2 Rotes: Fixture count provided by John Williarr.; _ ------------- - -- Signaiure:��a� E t. Date: Building Olvishn all _ Not,: The property owner shreta;n the OPIGIN,a sewer tall record. If credits exist, this docume_ nt will serve as a voucher which must be submitted to the City of Tigard Building Division to redeem credits towards future system development charges. I:NBullding\Sewer Tahy\.SewerTal'ySheet.xls 11/19'J3 i6 CITY OF TIGARD 24-Hour BUILDING Inspection Line; (503)639-4175 INSPECTION EIIIIISION Business Line: (503) 639-4171 MST —_ • � BUP Received Date Requested��-_ ___ APJ_ PM __._ BUP Location 3 Sdy - - ----___Suite.___- - -_7 MEC Contact Person — Ph (-----_-_) -c�u w "��d_� PLMO2O Z 2 Contractor. Ph(_) _ _ SWR BUILDING Tenant/Owner _.__ —____ ELC Footing Foundation Access: ELC Ftg Drain ELH Crawl Drain Slab Inspection Notes: --- SIT Post&Beam Shear Anchors Ext Sheath/Shear _ Int Sheath/Shear Framing - —__ - --- --- — — -- - -- Insulation Drywall Nailing — ------- -_ - - _ Firewall Fire Sprinkler Fire Alarm Susp'd Ceiling --- ----- -----� — ---- Roof Othei: --- ------- Final _PASS PART FAIL — PLUMBING Post&Beam _ �— Undur Slab Rough-In Water Service ------ Sanitary Sewer Rain Drains Catch Basin/Manhole ` Storm Drain -- ---------- _ Shower Pan r / inal / PART FAIL -- - ANICAL Post& Beam a Rough-In __-- Gas Line Smoke Dampers Final PASS PART FAIL — -- ELECTRICAL ServicA — - — - - - -- Rough-In UG/Slab Low Voltage Fire Alarm -i Final PARS PART FAIL F] Reinspection fee of 9�— required before next Inspection. Pay at City Hall, 13125 SW i-,n tuol 81TE Please call for re spection RE: Unable to inspect-no access, Fire Siapph Line ADA l Approach/E iewalk Daae InlpeOtOt- - Eat Other: Final - DO FJOT REMOVE this Inspection record from the Jab site. PA' S PART FAIL CITY OF TIGARD PLUMBING PERMIT DEVELOPMENT SERVICES PERMIT-#: PLM2003-00223 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639-4171 DATE ISSUED: 7/7/03 SITE ADDRESS: 13,500 SW HALL ELVD PARCEL: 2S102DD-00100 SUBDIVISION: EDGEWOOD ZONING: R-12 BLOCK: LOT: 001 JURISDICTION: TIG CLASS OF WORK: NEW GARBAGE DISPOSALS: MOBILE HOME SPACES: TYPE OF USE: CCDM WASHING MACH: BACKFLOW PREVNTRS: 1 OCCUPANCY GRP: FLOOR DRAINS; TRAPS: STORIES: WATER HEATERS: CATCH BASINS: 6 FIXTURES _.— LAUNDRY TRAYS: SF RAIN DRAINS: SINKS: URINALS: GREASE TRAPS: LAVA i 07ILS: OTHER FIXTURES: TUB/SHc7WERS: SFWER LINE: 400 ft WATER CLOSETS: WATER LINE: 400 ft DISHWASHERS. RAIN DRAIN: 1,200 ft F •viarks: Site utility plumbing for new Ilbrary. Other work includes: 1000'of footing drain, (1) manhole, and (9) rain drain connectors. Owner: FEES ---- - --- -- Description Date Amount CITY OF TIGARD --------- - ---------- 13125 SW HALL BLVD I I'LUNIBI Permit Fee 7/7/03 $1,738.40 TIGARD, OR 97223 1I'L.MPLN 1 Plan Review 7/7/03 $434.60 I'rAXJ R°i„State Tax 7/7/03 $139.08 Phone : 503-6304171 Total $2,312.08 Contractor: JOHN L JERSEY& SON INC 7015 NE 42ND AVE PORTLAND,OR 97218-1196 REQUIRED INSPECTIONS Phone : 503-287-4185 Sewer Inspection Storm Drain Insp Reg#: PLM 26-488PB Storm Drain Insp LIC 36748 Storm Drain Insp Sturm Drain Insp Rain Drain Insp Rain Drain Insp RP/Backflow Preventer Final Inspection This permit is issued subject +o the regulations ,ontained in the Tigard Municipal Code, State of OR. Specialty Codes and all other applicable laws. Aii 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. ATTENTION: Oregon law requires you to follow rules adopted by the Oregon Issu d By: t� L Fermittee Signature: Call(503)639-4175 by 7:00 P.Nli. for an inspection needod the next bus ine , day Site Utilities Plumbin r ---t-wit A > >licatio ' OFFICE 11 ISC ON 1,)' ------- -- - --�-t t>i- - - Dece/Bea S 017 �" Pecan�No City O'1 F Igard D 1eni gApproval Sewer 13125 SW Hall Blvd. Plan Review Otherit No.: Tigard,Oregon 97223 -gate/By: Permit No.: Phone: 503-639-4171 Fax: 503-598-1960 �„ Post-Review Land Use Date/B : Case No.:C'"P.P003"6600 Internet: www.ci.tigard.or.us Contact - Ju ''s.: See Page 2 for 24-hour Inspection Request: 503-639-4175 Natne/Method: // Supplemental Information. TYPE OF WORK FEE*SCHEDULE fors ectal information use checklist) New construction _ Dcrn,hllwl _ Descri tion Qly. Fee(ea.) Total Addition/alteration/replacement, ❑Othct: New I-&2-family dwellings CATEGORY OF CON" L,.TION - (Incudes 100 R.far_cach u llity connection 1 &2-Family dwellin� m _Comercial/Industrial SFR(1 bath 249.20 - SFR 2 bath _ 350.00 _ Accessory Buildin g Multi-FamilySFR 3 bath _ _ 399.00 _ Master Builder Other: Each additional bath/kitchen 45.00 .IOR SITE INFORMATION and LOCATION _ Fire s rink lcr-sq. ft_ Job site address:/�j00 ,fel &I'hVdrOIL'7ZZ Cite es Suite#: Bid /A t.#: Catch uazinidrea drain 16.60 9>. 6G, - -`� D ell/leach line/trench drain - 16.60 Project Name: MW 5WE 0" Footing drain no.linear fl.) Pae 2 00 Cross street/Directions to job site: Manufactured home utilities - 110.00 Manholes 16.60 / 0 Rain drain connector I q'0 Sanitary sewer no.linear fl. 'Pae 2 9 •a Subdivision: .r---� -- - I.ul »: Storm sewer no. linear ft. AD Pae 2 -- -1------------ - ---- -- - -- -'- Water service no.linear fl. Page 2 •'�' Tax map/parcel #: - \ - - � DESCRIPTION OF WORK_ Fixture or Item S<7� d7/u7�fS "lAt SER✓/q/-- J440( B kflow rcvcnter Pae 2 -- y/ '/L�►91✓ f +�it S'Jii1JrNfITUR �s Back ater valve 16.60 jSR f BL,��petff / ,QIQ�c�� A�✓ /�Q / ClothesyKasher 16.60 113 /lam .5&vx SOIL)gbwv& lwe fo ✓•'' 1* Dishwasher - 16.60 � Drinking fountBTCI^ 16.60 0. TENANT Ejectors/sump 16.60 do Name: 4rjRf'T/4W, 1X1/3 �i/,bVi¢5 l- -- Expansion tank _ r 16.60 /6- Address: 1.912f 14Vp Fixture/sewer cap _ 1_6.60 Cit /State/Zi ?7,f*,P OR 87223 Floor drain./floor sink/hub 16,60 City/State/Zip: -L- Garba c disposal 16.60 Phone: �G3. 7/8-2gT' F,;<y: 6571046�%�_o�1r Nosc bib 16.60 APPLICANT CONTACT PERSON Ice maker 16.60 _Nauit`_41eej/fk/ �/lP,lh(C.,/G3?6'LCl✓ _ Interceptor/grease trap 16.60 Address: 62/Sp/ �tR/Q/ /, %//r rjr9p Medical as- lue: $ P e 2 Citl/State/Zip: �iC7 pe 9j" Primer - 16.60 �_ Raof drain t commercial 16.6 0 Phone: JFo?- m-MI Fax: _ _-�_ " �q 7 Sink/basin/lavato IbbO F-rail: ~rCAI S -5 f41WA6s1(1?ePJ Tub/shower/shower pan _ 16.60 / (e _ CONTRACTOR Urinal 16.60 B Bumness Name: mal}�►'t- ��_� f Water heater 16.60 Address: 70�5 !4 �'V�r - Water heater 16.60 � Ct'ty/State/Zi �7tNrvv M 97 2��_�f� Other:Other: Phone_,Z% 7_ I//8 Fax: ?-, 4� Y M Plumbing Perm'.;:ws- CC'R Lic. #: 347�b 'lumb. Lick ;i _ subtotal � _ _ l<_y�g Minimum Per--,(Fee$72.50 S / 5igna:ure: ,� Residential Backflow Minimam Fee$36.25 J ' Plan Review 25°ro of Permit Fee) $ , 4- State State Surcharge(ri:6 of Permit Fee S C (Please print name) - "- TOTAL PERMIT FEE S .t'09 Notice: Ihic permli application expires Ira permit Is nut obtained within All new commercial buildings require 2 sets o1 plans with Isometric or 180 days after 11 bac I ren accepted as co#rplctt. riser diagram for plan review. "Fee methodology set by Tri-C'ouuty Building Industry Service Board. 1:\Dsts\Permit Fotnu\PlmPerrritApp.doc 01/03 s' Plumbing-Permit Application -City of Tigard Page 2 - Supplemental Information Fee Schedule: Residential Fire Suppression Systems: Site Utilities Qty. Fee(ea) Total Square Foota e: Permit Fee: Footing drain-1" 100' SS,i)0 yg 00 0 to 2,000 $115.00 Footing drain-each additional 100' 46 40 — \ 2 001 to 3 600 $160.00 Sewer-let 100' 55 O0 3 601 to 7 200 $220.00 ST.00 7,20)and greater $309.00 Sewer-each additional 100' 3 46.40 Water Service-let 100' 55.00 Medical Gas S stems' Water Service-each additional 100' 46.40 139 0 Valuation: Permit Fee: _ Storm&Rain Drain-Ist IOC55.00 J�,q 1.00 to$5,000.00 Minimum fee$72.50 Storni&Rain Drain-each additional 100' 46.40 ,001.00 to$10,000,0!) $72.50 for the first$5,09 . and$1.52 for each Fixture or Item Qty. Fee(ea) Total additional$100.00 rection thereof,to and _ Commercial Back Flow Prevention Device 46.40 (,,fD including$h $10,001.00 to$25,000.00 $148,50 for the0OW.00. first$10,000.00 and$1.54 for Residential Backflow Prevention Device _ each additional$100.00 or fraction thereof,to minimum permit fee$36.25 — 27.55 �'� and including$25,000.00. Rain Drain,single family dwelling _ 65.25 $25,001.00 to$50,000.00 ,$379.50 for the first$25,000.00 and$1.45 for Inspection of existing plumbing oreach additional$100.00 or fraction thereof,to specially ins re uested ectons- r hour 2.50 r 7and including$50000100. Subtotal: $501001.00 and $742.00 for the first$50,000.00 and$1.20 for each additional$100.00 or fraction thereof s Fixture Work: Are you rapping.moving or replacing existing fixtures? If "yes",please indicate work performed by fixture. Failure to accurately report fixtures could result in increased sewer fees*. uantlty b Fixture Work Performed Comments regarding fixture work: lrlxture Type, � Replace New Moved Ell ;� d t3a listr /Punt _ Hath -Tub/Shower •Jacuzzi/Whirl 1 Czar Wash -Each Stall _ -Drive-fhru Cuspidor/Water Aspirator — — Dishwasher -Commercial -Domestic — Drinking Fountain —Lye Wash Fhwt Drain/sink 2" 3,. ---- -------__ Car Wash Drain *Note: If the fixture work under tills erurit results In an Disparbogc -Domestic increase of sewer IDUs,a sewer errnit will be issued and Disposal •Commercial p .Industrial fees assessed for the sewer Increase must be paid before the Ica Mach'Refrt .Drai plumbing permit can be issued. U ji separator Was S ion _ Rea Vehicle Dum ,'cation Shower ng _ tell Cink j -13ar/1_avotory r •11radley / Commercial -Service imnung fool Filter _ _ _ Washer-('lathes _ — Waterl3xtractor Water Closet•Toilet =� Urinal. (Other Fixtures, I I)sIs` hermit Farms\PltnPennilAppl'g2.doc 01101 III l � r4flLlii°tIrl IIJ �° �r �qr,, �yp qq I�'Y� U i 00..3-0O'E"25 ��,✓dt L;b✓wry / � SuJrwl{,, ll t,�lvreil. PLUMBING PERMIT FEES: CoFr--r• 0 A-A,4; + ''"' -` PRICE TOTAL rNew 1 and 2-family dwellings only:-.___--__ �- FIXTURES Individual) QTY as AMOUNT (includes all plumbing fixtures In PRICE TOT Sink 18.E the dwelling and the first100 ft. QTY (ea) AMOUN lavatory, w t8•�1 for each utility connection) Tub or Tub/5rrower CanD 18.60 One 1 �� $249.20 Two�2j bath _ _ $350.00 Shower Only 18 Three 3 bath $399.00 _ Water Closet-�. 16.80 '- ..._�__ _ -- SUBTOTAL Urinal 16 - 8%STATE SURCHARGE 18.80 �PL,AN REVIEW 25%OF SUBTOTAL Dishwasher � _ .--..-.- --- ---•--__ __.�... TOTAL Garbagn pispusal 16.60 ___... _.__- Laundry Tray Washing Machine �~ 16.80 FledDrain/Fluor Sulk _2Y PLEASE COMPLETE: 4' 16.80 Quanti b Work Pertornled Water Naater f)convHrsrwr Q Irks kin:f 16.80 -� rias piping requires a separate rnechaniral Fixture Type: New Moved Replaced Removed/ c rmit Capped MF(3 Flame Nrw W�rter ,erviGe 4640 Sink MF G Herne New Sans Storm Sewer _ 4F AU Lavatory or Hose 8,bs___ 16.60 Tub bi anon Tub/Shower _ _ Combination F7ool brainy 16.60 Shower Only Drinkingff nunlain 16 60 Water Closet _ - lherFiRturas(Spr.cify) 1860 Urinal O ��i�Ri� tx�lt/" � _f�„�t9 Dlghwashor Garbage Dissal _ Laundry Room Tray - Wa3hing h1.-,chine -W_ Floor Drain/Sink 2" Sewer- t sit 100 55.00 3- _. --_-- Sewer.each add4ianal f 0%7' 4640 _.._.__ 4- .9,11 or 5errvleo•1st 100 55 00 Water Healer _.._._.. Other Firturps Water Service•each additional 200' 48.40 S ecify) - Storm b Rain Grain• 1st'IM' 5500 ;lorrn 9 Rain Grniri Ruch adddmnal 10r�' 46 40 (• r <:<mtrnrrcinl t3ack FkJw Pftrvwniionr7evwn�..� ._~�� _ 48.4! -._._. ( - —_-_ —•---. ___....... Catch ti;asul 18 Fir'I __ inspacdionof Etu;t:nq F'Iumbing or SpeCllally f2 50 COMMENTS REGARDING ABOVE Ilia lt9ster!Ins rcticanS ert'r _._ Rain Drain,singin family dwpi6nq carrrv,r.ar•i%or d;0arw,it taflulmd k _ _.... ..,SUBTOTAL (q61d 8°rSTi1*F_ SURCNARGF - -»----- —_ "PLAN REVIEW 25°r OF SUBTOTAL '' i .-{„:«a1 arNi d 4+Mbrrr� fat,>t , • , .L_- � ���W�'� TOTAL. h4vt DA. aMinimum pirmll fie 5112!,U•9";stars Su•„ur,e,asrtlpl pnsrdimr tl gackflnw ' �� r f' . rrrSr N+NN)rr DaOe.n,MhrLh is$18:)-Vi,slain surch4loo 1 t*All N#*Commirelal aumings regmri 7 tett no pian•*ah Itornorle or fila d4oram For plan ririew I GP i klstsiiformslplm fees doe o&29rol t {� M, rd Ili r4.II T,t"' U' 771 ir' mumbin ► f� ermit Ap 1.;ca60111__ - "tY Of Tiprd Mage 2 -Supplemental Information Fee Schedule: Residential Fire Suppression Systems: Site Utilities �?`y FeC t��! Total Square Footag_e._ Permit Fee: Footing drain-I"IOU' S5 00 O to 2,000 _ $115.00 Footing drain-each additional 100' 46.40 2,001 to 3,600 $160.00 Sewer-l at 100' 55.00 3,601 to*7,200 $220.00 Sewer-each additional 100' 45.40 7,201 and greater $309.00 Water Service-I st 100' 55.00 Water Service-each additional 100' 46.40 Medical Gas Systems: Storm&Rain Drain-ist 100' 55.00 Valuation: I Permit Fee: $1.00 to$5,000.00 Minimum tee$72.50 Storm&Rain Drain-each additional 100' 46 40 $5,001.00 to$10,000.00 $72.50 for the first$5,000.00 and$1.52 for each Fixture or Item Qty Fee.(ea) Dotal additional$100.00 or fraction thereof',to and _ including$10,000.00. Commercial Back Flow Prevention llcwn4I'411 $10,001.00 to$25,000.00 $148.50 for the first$10,000.00 and$1.54 for Residential Backflow Prevention Device each additional$100.00 or fraction thereof,to (minimum permit fee$36.25) _ 27.55 and..Icluding$25,000.00,_ Rain Drain,single family dwelling 65.25 $25,001.00 to$50,000.00 $379.50 for the first$25,OOO.OU and$1.45 for Inspection of existing plumbing or each additional$100.00 or f action thereof,to s eciall re uestcd inspectionsper hour 72.50 and including$50,000.00. Subtotal: $50,001.00 and up $742.00 for the first$50,000.00 and$1.20 for each additional$100.00 or fraction thereof. Fixture Work: Are you capping,moving or replacing existing fixtures? if ",yes",please indicate work performed by fixture. Failure to accif-ately report fixtures could result in increased sewer fees*. uantlt b Fixture Worh Performed Fixture T ype: Repla-cb New Moved Eal.ting Cappcd Comments regarding fixture work: Hupbstry.Dont Bath -Tub/Shower -jacuzzi/Whirlpool - - Car Wash -Fach Stall -[hive Thru -- - - Cus idor/Water Aspirator - Dishwasher -Commercial _ -Domestic _ Dr.riking Fountain ---- E e Wash Floor Drain/sink .2" 3„ _ 4" Car Wash Drain Garbage -Domestic Disposal -Commercial -__ _ *Note: If the fixture work under this permit results In an -Industrial _ _ increase of sewer EU11s, a sewer permit will be issued and ./Re Ice Mechfri .Drains Oil Sc h./Rerator ass Station lees assessed for the sewer Increase must be paid before the Rec.Vehicle Dump Station plumbing permit can be Issued. Shower Gang -Stall Sink -Bar/Lavatory _ uAnlih' I ural -Bradley Isometric or riser diagram is required if fixture quantity -Commercial total is>9. -Service - Swimminy Pool Filter Washer-(lothes Water Extractor - flan Review Water Clos;t-Toilet flan review is required if fixture quantity total Is>9. Urinal Other FI,furca: i1nu11dinglPmniulPi.M.PermnAppdoc 3'i3 Building Fixtures � .� Rii-) &)o ' ^ vi -z_ Pht.m'7ing Permit AP FOR OFFICE USE ONLY City of Tigard Received 13125 SW Hall Blvd.,Tigard,OR 97223 �• Pe 3 _3_00 �- ptanReview �"`+`-' Phone: 503,639.4171 Fax: 503.598.1960Date/yy; Olha'PermitNo.:St d4,c•t( -t c , c',i 24-Hour Inspection Line: 503.639.4175 Date keady/By rla.;: !a 5-a Page 2 for Internet: www.ci tigard.or.us Notitied/Methnd; fl5u rpf lanentull0l'annutinn TYPE OF WORK FEE* SCHEDULE New construction ❑Demolition — Fors ecia/information ase 111"Aust.� ❑Adclition/alteratioti/replacemenNew I- t ❑Other: Description-t _ Eu. 'total N 2-family �-Qry.dwellings(ncludta 100 ft.for each utility connection) CATEGORY OF CONSTRUCTION SFR(1)bath 249.20 ❑ 1-and 2-family dwelling Commercial/industrial SFR(2)bath 350.00 ❑Accessory building - ❑Multi-family SFR(3)bath 399.00 - ❑Masser builder Other: Each additional bath/kitchen 45.00 - ❑ --- - —�- -. Fire sprinkler(_,_sq.fl.) Page 2 --_ JOB SITE INFORMATION AND LOCATION_^ Site utilities Job site address: 50C ISV- 1'>L Catch basin or area drain 16.60 City/State/ZIP:' -t� i� I)rywell,teach ling,or trench drain 16.60 Suite/bldgdapt.no.: I Project name: — Footing drain(no.linear tl.: ) Page 2 _ Manufactured home utilities 11000 Cross street/directions tojob site: -- -- — -- — Manholes 16.60 Rain drain connector 16.60 Sanitary sewer(no ? fr It.: ) Page 2 Storm sewer(no.linear ft. ) Page 2 Subdivision: Lot no.: Water service(no,linear fl.: ) Page 2 -- - Fixture or Item Tax map/parcel no.: Absorption valve 16.60 DESCRIPTION OF WORK Backflow pneventer Page 2 �7 c+ A.— c Backwater valve 16.60 Clothes washer j 16.60 Dishwasher 16.60 ❑ PROPERTY OWNERTENANT Drinking fountain 1660 ❑ Ejectors/sump 1660 � Name: 7Expansion tank 1660 Address: ( F Fixture/sewer cap 16.60 City/State/ZIP: Floor drain/floor sink/hub 16 60 1 Phone:( ) us Fax:( ) Garbage disposal ^� 16m �V ❑ APPLICANT ❑ CONTACT PERSON Hose bib 16 60 Ice maker 1660 Business name: -- -- -_ Interceptor/grease trap 16 60 Contact name: J Medicid gas(value:S_) Page 2 y Address: Primer City/State/ZIP: J Ronf drain(commercial) 16.60 Phone ( )" _ Fax: .( )~ Smk/basin/lavatory 16.60 Tub shower/shower pan 16.60 E-mail: _ f: Urinal S 16.60 a)s+ CONTRACTOR Water 01set 16,60 Business name: Vim, R ?l-y}o-LI I N ft _ Water heater I6.6U Address: S t y 9rh A ALM-- Subtotal UcLL - Minimum pernut fee. 572.50 Phone:(�V�) �`J - ) � Pax:( ) Residential backflowminimumpermit fee $36.25 CCB Lie.: Piumhing Lia no.: Plan review (25% ferit fee/ (�. Arlborixed signature: 3 State surcharge(8%of permit fee) TOTAL PERMIT FEE CPrint name: - !lete� This permit application expires Ira permit is at obtained within 180 days after It has beer:accepted as cornplete. *Fee methodology set by Tit-County Building Industry SeMce board. i'�nuildinalPenniutPLMRPrrmi+hopdoc 12103 110•f6161'(10r02/COr�t/1488) Plumbing Permit Applicatit)n - Cit.) of Tigard rage Z - Supplemental Information y Fee Schedule: Residential Fire Suppt-ession Systems. Site Utilities Qtr• Fee(ca) Total Square Footage: Permit Fee: _ Fooling drain 1"100' S5 0`1 0 to 2,000 $115.00 Footing drain-each addition..,100' 46.40 2,001 to 3,600 $160.00 Sower•lat iU0' 55.00 3,601 to 7,200 $220.00 7,201 and greater _ $309.00 f Sewer-each additional 100' 46.40 , Water Service-I st 10055.00 Medical Gas S stems: ' Water Service-each additional 100' 46.40 Storm"in Drain-Ist 100' 55.0c Valuation: Permit Fee: $1.00 to$5,000.00 Minimum fee$72.50 Storm&Rain Drain-each additional 100' 40,10 $5,001.00 to$10,000.00 $72.50 for the first$5,000.00 and$1.52 for each Fixture or item Qty. Fee(ea) Total additional$100.00 or fraction thereof,to and including$10,000.00. Commercial Back Flow Prevention Device 46,40 $10,001.00 to$25,000.00 $148.50 for the first$10,000.00 and$1.54 for Residential Backflow Prevention Device each additional$100,00 or fraction thereof,to (minimum permit fee$36.25) _ 27,55 and incli, in $.13,000.00. Rain Drain,single family dwelling 65.25 $25,001.00 to$50,000.00 $379.50 for the first$25,000.00 and$1.45 for each additional$100,00 or fraction thereof,to Inspection of existing plumbing or and including$50,000,00. I specialty requested inspections-per hour 72,50 $50,001.00 and up $742,00 for the first$50,000.00 and 51.20 for Subtotal: each additional$100.00 or fraction thereof. Fixture Work: Are,you capping,moving or replacing existing fixtures? If "yes",please indicate work performed by fixture. Failure to accurately report fixtureq could result in increas^d sewer fees*. uentit b Fixture Work Performed Fixture Type: neplare _ New Moved Exlxling Capped Comments regarding fixture work: jiuptistry/Fant Bath -Tub/Shower 4scuzzi/Whiri oil Car Wash -Each Stall -Drive Thru Cuspidor/Water As iracor Dishwasher -Comiriercisi _ -Domestic Drinking Fountain Eye Wash Floor Drain/sink 2" 3" 4„ Car Wash Drain Garbage -Domestic Disposel -Commercial *Note: if the fixture work under this permit results in an -Industrial increase of-ewer EUUs,a sewer per mit will be Issued and Ice Mach./Refri .Drains Oil Separator Gas Station flies assessed for the sewer increase must be paid before lite Rec.vehicle Dump Station plumbing permit can be Issued. Shower -Gang -Stall Sink -Bar/Lavatory Quantity Total -Bradley Isometric or riser diagram is required if fixture quantity -Commercial _ total Is_9. -Service Swimming Pool Filter Washer-Clothes Water Extractor — Plait Review WaterCloset-Toilet Plan review is required if fixture quantity total Is_>9. Urinal _ Other Fixtures: \RulldingkK•u1slLM Pumnnpp doc 3103 11-21110 CITY OF T I GAA U PLUMBING PERMIT DEVELOPMENT SERVICES PERMIT #. PLM2003-00224 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639-4171 DATE ISSUED: 8/12/03 SITE ADDRESS: '13500 SW HALL BLVD PARCEL: 2S102DD-00100 SUBDIVISION: EDGEWCOOD ZONING: R-12 BLOCK: LOT: 001 _JURISDICTION: TIG CLASS OF WORK: NEW GARBAGE DISPOSALS: 1 MOBILE HOME SPACES: TYPE OF USE: COM WASHING MACH: BACKFLOW PREVNTRS: 1 OCCUPANC" GRP: A2.1 FLOOR DRAINS: 15 TRAPS: STORIES: 2 WATER HEATERS: 5 CATCH BASINS: FIXTURES L..AUNDRv r R., yS: SF RAIN DRAINS: SINKS: 8 URINALS: 5 GREASE TRAPS: LAVATORIES: 19 OTHER FIXTURES: 22 TUB/SHOWERS: 1 SILWER LINE: ft WATER CLOSETS: 20 WATER LINE: ft DISHWASHERS: 1 RAIN DRAIN: ft Remarks: Plumbing fixtures for new library. Other fixtures are (3)drinking fountains, (2)sumps, (5)hose bibs, (8) roof drains and (2) pressure reducers, 1-8-04 Coffee Bar additions: (2) sinks, (1)dishwasher, (1)G.D., (2)3"floor drains, (1)water heatar, (1)expansion tank, (1 backflow preventer, (1)ice machine. Owner: FEES Description Date i Amount CITY OF TIGARD 13125 SW HALL BLVD 1111LUMBI Permit Fec 8/12/03 $1,460.80 TIGARD, OR 97223 II'LMI'LN] flan Review 8/12/03 $365.20 (TAXI 8%State Tar 8/12/03 $116.87 IPLUMB) Permit Fee 1/21/04 $195.80 Phone : 503-639-4171 11'LMI'LNI Plan Review 1/21/04 $48.95 Contractor: [TAX] 81%,State Surchart 1121/04 $15.67 WA BOTTING CO Total $2,203.29 16067 SE 98TH AVE CLACKAMAS,OR 97015 REQUIRED INSPECTIONS Phone : 503-656-2000 Sewer Inspection Water Line Insp Reg#: LIC 67134 Water Service Insp I'I.M 37-448PB Water Service Insp Top-out Insp Storm Drain Ir,ap Otorm Drain Insp Storm Drain Insp Rain Drain Insp Misc. Inspection RP/Backflow Preventer Final Inspection This permit is issued subject to the regulations contained in the *figard Municipal Code, State of OR. Specialty Codes and all other applicable laws. All work will be done in accordance with approved plans. This permit will expire if work is not started within 180 days of issuance, or if work is suspended for more than 180 days. ATTENTION: Oregon law requires you to follow rules adopted by the Oregon Issued By: `p Pormittee Signature: Call (503)639-W5 by 7:0o P.M. for an inspection neraded the next business day C,,-,ry OF TIGARD 24-Hour BUILDING Inspec:tier, Line: (501)639-4175 INSPECTION DIVISION Business Line: (503) 639-4171 MST BIP - — Received Date Requested_ � ( `� AM _- PMBLIP Location '� �> G— T� _� -- — ----- SUite -- -.-- MEC -- Cor .Person _ -- Ph(--) PLM i Contractor U� Ph ) 2 8 3-733 _. (- scala BUILDING TenanUOwner __ _ ELC -.--- Footing - -- Foundation Access: ELIC Ftg Drain ELF! V-e0 Crawl Drain Slab Inspection Notes: '- SIT _ Post&Beam Shear Anchors Ext Sheath/Shear ilk Int Sheath/Shear Framing Insulation Drywall Nailing - ------- FireSprinkler I `'-P--- FliA! Fire Alarm Susp'd Ceiling Roof Other: -- Final --- - - --~- PASS PART FAIL _ -- ------ - ------ - PLUMBIN4 Post rt,Beam - - -- ------- --------- - Under Slab -- Rough-In Water Service -- Sanitary Sewer Rain Drains Catch Basin/Manhole Storm Drain - ---- -- - Shower Pan Other: - Final PASS _PART FAIL _ --- --� MECHANICAL Post 8 Beam _--'-- - ---- -` - Rough-In Gas Line Smoke Dampers Final PASS PART FAIL -- ------- --- ELECTRICAL Service - - -------- -- --- -... Rough-In UG/Slab _ -—- -------- - Low Voltage Fire Alarm pS PART FAIL L_ J Reinspection fee of$ __. required before next inspection. Pay at City Hall, 13125 SW Hall Blvd. Please call for reinspection PS: --- --- - Unable to inspect-no access Fire Supply Line ADA - A' I tf Wy ExtApproach/Sidewalk on*- 7 — sp ` " Other: Final DO NOT REMOVE this Inspection record from the job site. PASS PART FAIL II 7 CITYOF TI GAR® TEMPORARY CERTIFICATE OF DEVELOPMENT SERVICES _ OCCUPANCY 13125 SW Hall Blvd.,Tigard, OR 97223 (5031 y,y-;i71 PERMIT#: BUP2003-00211 PERMIT ISSUED: 8/14/2003 FARCEL: 2S 102DD-00100 ZONING: R-12 JURISDICTION: TIG SITE ADDRESS: 13500 SW HALL BLVD SUBDIVISION: EDCEWOOD BLOCK: LOT: 001 CLASS OF WORK: NEW TYPE Or USE: COM OCCUPANCY GRP: A21 OCCUPANCY LOAD: 1,082 TEN','kNT NAME: ✓J REh'ARKS: TEMPORARY OCCUPANCY FORDAYS FROM L ~� New 49,430 sq.ft. library. Owner: CITY OF TIGA.RD 13125 SW HALL BLVD TIGARD, OR 97223 Phone: 503-639-4171 Contractor: HOFFMAN CONSTRUCTION CO OF OREGON 805 SW BROADWAY#2100 PORTLAND, OR 97205 Phone: 503-221-8857 Reg#: 11( 152410 It is understood by the owner/tenant that the issuance of this Temporary Occupancy Fermd by the City of Tigard for the use and/or occupancy of the structure located at the site address listed above(hereinafter"structure"), does not grant or convey to the owner or tenant any property right or other protectible property Interest in the use and/or ocu oancy of the structure for any purpose It Is further understood that this Temporary Occupancy Permit shall only be valid for the nu 'oer of days from date of issuance listed above and that the owner/tenant will no longer be authorized to occupy the structure after the period specified, unless and until all the conditions Of approval imposed under the City's or County's Notice of Decision for the project's laid use case(s)issued by the City's Development Services Department or the County's Department of Land Use and Transportation and/or the Clean Water Services and all building and related coui requirements and any other applicable requirements a been pomp ely fulfilled and comp;ied with to the 1 C ly's or County's satl�ra ori. UILDING INSPECTr1R BU*1LD10FFe1C11AAL. POST IN r;ONSPIC000S PLACE Main Office Salem Office Bend Office P.O.Box 23814 4060 Hudson Ave.,NE P.O,Box 7918 rgard,Oregon 97281 Salem,OR 97301 Bend,OR 97708CurlSoYTesting, �c• Phone(503)684-3460 Phone(503)589-1252. Phone(541)330.9155 FAX(503)684.0954 FAX(SU3)589.1309 FAX(541)330-9163 Saecial Inspection FINAL SUMMARY LETTER June 15, 2004 T0303481 City of Tigard 13125 SW Hall Blvd., Tigard, OR 97223-8199 AtIm Building Department Re City of Tigard- New Library Project 13500 SW Hall Blvd- Tigard, OR Per, lit No.: BUP2003-00211 Dear Sir or Madam: This is to certify that in accordance with Section 1701 of the lin4orm Building Code, Title 24, we have periarmed special inspection of the following item(s) per our inspection reports only.- Reinforced nly:Reinforced Concrete Installation of Cast-in-Place and Adhesive Anchors Structural Masonry Structural Steel- Fabrication & Erection, in Judes venbr km of welder certifications,»eld procedures and mateni)cerMcaWns Installation of High Strength Bolts per AISC Requirements Fireproofing All inspections and tests were performed and reported according to the requirements of Project Documents 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 State Building Code and Standards, as well as the. structural engineer's design changes, approvals and verbal instructions Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in full, without prior authorization from this office. If there pie any further questions regarding this matter, please do not hesitate to contact this office. Resp cctfully submitted, CARLSON' TE;>TtNG, INC, Hietpas orations Manager JFH/ks i cc City of Tigard c/o Shiels Obletz Johnsen- C Bahlman KPFF-John Mayer SRG Partnership- Bruce Bartr)n Hoffman Construction Co(Job Site)- Dirk Koopman i'WOR[AREPORTSV INI II!.y II .ffmdp Consulting Engineers June 16,2004 Mr, Skip Stanaway SRG Partnership 621 SW Morrison Suite 200 Portland, OR 97205 RE: Tigard Library Dear Skip: Based on the reoorts submitted to us to date, including the final summary letter by Carlson Testing Inc„ dated June 15,2004, as well as our own observations of reinforced concrete, installation of cast-in-place and adhesive anchors, structural masonry, structural steel fabrication and erection, installation of high strength bolts per AISC requirements, and fireproofing during our site visits, we believe that the Tigard Library was constructed in general compliance with the structural p!ans and specifications. If you have any questions or need further information, please call me. Sincerely, John T. Mayer, PE cc: Hoffman Construction co.—Dirk Koopman 12322/conformance srg-061604.doc <I '� (4-4- - '_i S W Filth Avenue Surre 2500 Portland OR 97204 3628 (503) 217.3251 Fel 115031 227 79110 Seattle racoma Portland Sen Francisco oekland Lor Angelo. Irvine San Diego Phoenix St. Louis T-7TO P 003/003 F-567 I GEOCON V 0 3 H±LEJ T ----•-• -- _ GEOr�IU: CCNSUL'ANTS Project No. P1150-05-02 ado , March 15, 2004 l T Zit,0 3 htr. Dirk Kocoman Hoffman Construct on Company 13500 Sw Hal! Boulevard Tigard. Oregon 97223 Subject: TIGARD LIBRARY T'GARD, OREGON GEOTECHNICAL SERVICES Dear Mr. Koopman; This letter has Deer prepared to b,:mn-arize eeotechnical cbservat ors and .esting completed at the new Tigard Library by Geoccn Northwest between July 25, 2003 and May 12, 2004 Geoccn Northwest was contractea ;c provine geotec:" _.jl recommendations and testing or an on-tail bas's to be s .heduled by the contractor Geocn Northwest provided services consisting of ooservatlor of foundation subgrade, e!evatnr p,t subgrade. pavement subgrade, and slab-on-grace subgrade. A combirator, of performance based proofroils and nuclear density :es':no was used to evaluate compaction of structural `ills, subgraee suitability, and compaction of slab-on-grade rock section and oavement basercck. Nuclear density testing was compieted to evaluate corrp.3ction of utility trerch backfill. It s Geoccn Northwest's opinion ,rat the portions of the project obsvved and tested by this `rm were ir general conformance Wt' the protect Glans and specifications. Please contact the urdersgned i,,r you have any cuest,ons regard rg this tette, SlncerF y, Geocon Northwest, Inc. Heather Devine, P.E. Gectechnical Erginser cc Mr. Char'es Bahlrran, Shiels Obletz Jchrser 6263 SW c;n,n Ur» 8— ofegan 0100! e==phone ;5031 626 9W19 8 =u '3031 626.66" CITY OF TIGARID 24-Hour BUILDING Inspection Line: (503)639.4175 INSPECTION DIVISION Business Line. (503)639-4171 MST BUP Received __. Date Requester+_— -�' AM PM_ v BUP Location U Suite__— MEC — Ph( ) (o PLM Contact Person —T— ------- Contractor __ ---- Ph(- ) SWR UILDI Tenant/Owner - __ _ __ ELC oo ing ELC —------ Foundation Acco Ftg Drain ELR - - Crawl Drain - SIT Slab Inspection Notes: Post& Beam Shear Anchors �- Ext Sheath/Shear --- -- — Int Sheath/Shear Framing - Insulation _ Drywall NailingFirewall _ Fire Sprinkler -- � -- - Fire Alarm Susp'd Ceiling - I -- - I' - -- - -— Roof Final ]� --- -__ -- --- --- -- ASS / AQT FAIT_ - - - - Post&Beam _ Under Slab ---- ---- —"--�- _ Rough-In _ Water Service -- --- -- -- — - Sanitary Sewer -_ Rain Drains - -- -- Catch Basin/Manhole Storm Drain --- _ - Shower Pan Other:_ -- -- ------ Final PASS PART FAIL - — MECHANICAL ----- Post&Beam •'lough-In - --- -- - _� - Gas Line Smoke Dampers -- ----- ----- Final PASS PART FAIL ---- -- —�-- ELECTRICAL_ Service - Rough-In - UG/Slab -� - Low Voltage -_ - ----- -_ -- Fire Alarm Final C-� Reinspection fee of$-__.__.----required before next Inspection. Pay at City Hell, 13125 SW Hall Blvd. PASS PART FAIL L] Unable to inspect-no access SITE _ ❑ Please call for reinspection RE:_- .-- Fire Supply Line ADA tXt inspector Approach/Sidewalk Oats - "°'` Other: DO NOT REMOVE this Inspection record frum tho job site. PASS PART FAIL CITY OF TIGARD 24-Hour BUILDING Inspection Line: (503)639-4175 INSPECTION DWISION Riisiness Line: (SOLI f'A4-4171 MST —7 BUP �Z 0UJ -i'U01 I Received __ _—_-_Date Requested r__L—--`a` __ AM PM BUP — Location � s� p---� Suite-- _— MEC _ Contact Person — -- Ph ( _) (�GJ—d _ �� —_ PLM 'on tactor�`.-- — - — - Ph ( --_) — --- SWR -- BUILDING _ TenanUOwner _�.___�_-- — _— ELC ELC FoundationACCESS: - Ftg Drain ELR -- Crawl Drain - - Slab Inspection Notes: SIT _ - Post&Beam -�--- Shear Anchors `-- Ext Sheath/Shear Int Sheath/Shear Framing -- -- — Insulation Drywall Nailing - Firewall Fire Sprinkler - -- - - --- --- --- Fire Alarm Susp'd Ceiling ---------�_ --- Roof Other. ASS PART FAIL - PL `INa ---- _ - \ ---�- ost ' seam Order 5!ab ------ Hough-In Water Service Sanitary Sewer Rain Drains - - - ------ -- Catch Basin/Manhole Storm Drain ----- -- --- - - - Shower Pan Other. ---- ---- - --- F=inal PASS PART FAIL -- - —w MECHANICAL ----- --- --- -- ---- -- Post& Beam Rough-In -- - ---- - --- - - Gas Line Smoke 1j4 ipc-(s - ------- ----- ----- - -- Final SS PART FAIL -��- -- -- ELECTRICAL _-_-_-- Service Rough-In UG/Slab 7 Low Voltage -_ _----._ Fire Alarm r inal []7 PASS Reinspection fee of$ required before next inspection. Pay at City Hall, 13125 SW Hall Blvd ----- PART FAIF_ ----RT FAIL - SITE i�) Please call for reinspection RE:_ _..--------------------- -- C_ Unable to inspect- no access Fire Supply Linc: ADA Approach'Sidewelk D#ts -_--.- _ -- Inswecto� _Ext -- Ot)er Final DO NOT REMOVE this Inspection Record from the Job site. PASS PART rAIL CITY OF TIGARD 211•Hour BUILDING ifin�pectir*lir,Y: (503)639-4175 MST INSPECTION DIVISION uusiness Linn: (5UJ)6:39-41 f1 BUP -------- — Received Date Requested Z0__AM__ PM __^__ IUP -- —_ Location .- �� �1�w- - ---_Suite___— _—._ MEC _ --.--- Contact Person , M 1 CW&f,-" Ph(.— PLM Contractor__-_ —�_ _- — Ph( ) — — SWR BUILDING Tenant/Omier __ _ _ ELC Footing - ELC - Foundation Access: ?.+�? ppp 73 Ftg Drain ELR `__ Crawl Drain Slab Inspection Notes: SIT _— Post&Beam -- - ----- _ Shear Anchors Ext Sheath/Shear _ Int Sheath/Shear Framinc - - —_- --- Insulation Drywall Nailing - -- - - -- -- ------- --- — ------- Firewall Fire Sprinkler - --- - - �� ..--- - --- - Fire Alarm Susp'd Ceiling -- - - - ----------- --- ----- -- Roof Other: _ - _ - - - --- _-_____-__.---_------------- _- Final PASS PART FAIL PLUMB_1_N_G_ Post&Beam Under Slab -----_-_-.-.--------------- _ - ..- -- -- - ..---- _ --.._. Rough-In Wator Service -- ---... ---- -- - Sanitary Sewer Rain Drains _ —--- - ---- - - __-.^-- -- ------- Catch Basin/Manhole Storm Drain - - - Shower Pan Other --- _ - _ _ _ --------- _------ ---------- ------- Final ----- -- PASS PART_ FAIL_ MECHANICAL Post& Beam - -- - - -- - Gas Line Smoke Dampers -- --- -- --- Final PASS PART FAIT ELECTRICAI Service Rough-In - UG/Slab Low Voltage Alarm rN S PART FAIL U Reinspection too of , _ _- _ required before next Inspection. Pay at City Hall. 13125 SW Hall Blvd. Please call for reinspection RE: Unable to inspect-no access Fire Supply Line ADA Data _7'� 27' Inspector 4 ""t 016,yw� Ext Approach/Sidewalk Other Final - DO K OT REMOVE this Inspection record from the Job site, PASS PART FAIL CITY OF TIGARD 24-Hour BUILDING Inspection Line: (503)639-4175 INSPECTION DIVISION Business Line: (503)639-4171 MST nur Received _.._____._— -_ D�.a�tte Requested � -"-� AM _ PM _ BUP —.—_— _-- Location ---� ,. �__1_� - -- - --- Suite— — _ MEC Contact Person ... - ---- Ph —) _ _ — PLM `------- Contractor-- - - - --- - Ph( ) SWR BUILDING TenanUOwner - _— ELC ? 2'Z- - Hooting---- - - FoundationELC Access: Ftg Drain ELR Crawl Drain Slab Inspection Notes. SIT _ Post&Beam Shear Anchors - i --- Ext Sheath/Shear Int Sheath/Shear Framing —.,__ —_— -- ---- — -- Insulation —VI Drywall Drywall Nailing ! Fii�rtL Firewall Fire Sprinkler —-- --- -- ------- -- — Fire Alarm Susp'd Ceiling — -- — ---— -- Roof Other: ---- - -- ------ Final PASS PART PART FAIL -- — - ---- PLUM_BING Post& Beam Under Slab — Rouah-In Water Service --�_-_- Sanitary Sewer Rain Drains — — ------ ------- Catch Basin/Manhole Storm Drain Shower Pan Other: ------ -- Final PASS PART FAIL --- --- --- —`-- MECHANICAL Post&Beam Rough-In Gas Line Smoke Dampers Final PASS PART FAIL --- ---- — -- -— ELECTRICAL -Service --- Rmigh-In UG/Slab --- Low Voltage Eua-Alarm Fin PA 3 _PART FAIL E] Reinspection fee of$�_ _ -_ required before next inspection. Pay at City Hall, 13125 SW Hall Blvd. E D Please call for reinspection RE:__ ------ Unable to inspect-no access Fire Supply Line ADA E1__ f �l�} l�-t �Y PG f�F�� - Ext --- Approach/Sidewalk Data / Inspector /1 Other: _ Final DO NOT REMOVE this Inspection record from the job site. PASS PART FAIL CITY OF TIGARD 24-Hour BUiLDiNG Inspection Line: (503)639-4175 INSPECTIOI" �::':w':"' Business Line: (503)6?9-4171 MST BUP Reueived1-7 _—� Date He nested �� �� AM PM_. _— BUP /2 Location —,Lj _ -------- -----Suite_.—__�_-- MEC Contact Person _ -_-.-___ Ph ( 3) PLM -__—.-- __--- Contractor __ _..__ -.— - - ---_____. Ph ( —_—_) - _-- SWR -- BUILDING Tenant/Owner Footing Y - Foundation ELC Access: Ftg Drain ELR Crawl Drain Slab Inspection Notes: —� _ SIT Post&Beam Shear Anchors Ext Sheath/Shear Int Sheath/Shear - Framing - - Insulation l� Drywall Nailing — Firewall Fire Sprinkler --- -- - --- ------ — Fire Alarm Susp'd Ceiling --------- - — Roof Other. - - Final PASS PART FAIL PLUMBING — Post& Beam --- - ---- —�--_.--- Under Slab --- Rough-In Water Service -- Sanitary Sewor Rain Drains Catch Basin/Manhole Storm Drain -- -- Shower Pan Other: -- -- - Final _PASS PART -FAIL - - --- MECHANICAL Post&Beam _ Gas Line Smoke Dampers --- - — Final PASS PART FAIL -- -- --- - -- ELECTRICOAL Service ------ -- --- -�— Rough-In UG/Slab Low Voltage ---- ----- --- — -- Fire Alarm Final Reinspection fee of$.— required before next Inspection. Pay at City Hall, 12125 SW Hall Blvd. I PART FAIL SITE _ — - Please call for reinspection RE:__ _ r F] Unable to inspect-no access Fire Supply Line 'Jl ADA �-3 Approach/S+ac :^14 Da tfa _ —_ InaP9ctoa' -__—_-- Other: rilieai DO NOT REMOVE this Inspection record#rom the jo, sIte. PASS PART FAIL a December 4, 2003 CITY OF TIGARD Dirk Koopman OREGON IolTinan Construction Company 805 S W Broadway, 4 2100 Portland, OR 97205 RF.: NI W TIGARD 1J11RARY Project Information Building Permit: BUP2003-0021 1 Construction Type: V-1IIR "Tenant Name: Tiagrd Library Occupancy Type: A2.1/B Address: 13500 SW Ilall Bo -vard Occupant Load: 429/613 Area: 48,430 Sq Ft Stories: 2 Sprinkled: NA Alarms: A2.1 req'd The plan review was performed under the State of Oregon Structural Specialty Code (OSSC) 1998 edition. The submitted plans l'Or the Exterior Curtain Walls have been reviewed and arc approved lug installation and inspection. Approved flans: I set of approved plans, hearing the City of Tigard approval stamp, shall he maintained on the jobsite. The plans shall be available to thy, Building Division inspectors throughout all phases of construction. 106.4.2 OSSC When submitting revised drawings or additional information, please attach a copy of the enclosed City of Tigard Letter of Transmittal. The letter oftransmittal assists the City of Tigard in tracking a /j�ri,ccssing the documents. /lam Resp,e,4 1)' /.— X r� lalock.. Senior Plans Examiner 13125 SW hall Blvd., Tigard, OP 97223 (503)639-4171 TDD (503)684-2772 -- -- ------ 1 November 5, 2003 CITY OF TIGA`?D OREGON Dirk Koopman I lotfman Construction Company 805 S W Broadway, # 2100 Portland, OR 97205 RE': NF,W TIGARD LIBRARY IN Information Building Permit: 13UP2003-0021 1 Construction Type: V-111R Tenant Name: Tiagrd Library Occupancy Type: A2.1/B Address: 13500 SW Hall Boulevard Occupant Load: 429/613 Area: 48,430 Sq Ft Stories: 2 Sprinkled: NA Alarms: A2.1 req'd The plan review was perlhrmed under the State of Oregon Structural Specialty Code (OSSC) 1998 edition. The suhmittcd plans fir the Exterior Curtain Walls have been reviewed and the following inl6rmation is regtiired prior to the approval of the deferred drawings. 1. Provide manufacturers cut sheets to clarify Shading Coefficient and U-Factor. 2. Provide calculations for Area Limitations of the glazing in accordance with section 2403 OSSC. 3. Clarity valuation for the Exterior Curtain Wall system. When suhtnitting revised dr mvirrs or addition.il inlbrmation, please attach a copy of the enclosed City of Tigard, better ot'Transrnihial. The letter oftransmittal assists the City of 'I igard in (racking and pro • sing the documents. Respect f rian B ck. Scnit lans Fxamincr 13125 SW Nall Blvd., Tigard, OR 97223(503)639-4171 TDD (503)684-2772 — RECEIVED OCT 2 "1 2003 STRUCTURAL CAL_,CU ,, I T.S onI F-OR NEW TIGA.RD LIBRARY EXT ,RIOR CURTAINWALL SYSTEMS 1�PE0 PRorf�r wS ��aalf•'�=�� �� 16,310 re 'o oOREOON� 4*TNo�ar tFs� THIS 00! IWOIAE!'-A HATS' PEEN RrA')#'.:WED FOR I",,IF':rLAstlLYVY V'11Ti-1 f,.'nESIGN HOFFMAN CONSTRUCTION COMPANY (; j f;;j�;P i Ill�l4� �I�HL �'yt%'`-I-O 'NG 13 NOTED: This Trammittai hu been recrived for gcncrai confortuance with contract doeumcnb.Coniractor•a rerlewdtxaant relieve ltic VcndoriSuM:untreclurufrcepuna{hi8tyto► �.',��:`JIGE M� mmpiiunce with All requiremenu of the contract,Indo a ufthiawlnnitul. 1 �''�:�fJ1v.J' �V (ti !t;, IY ubmiltal -� REjEc �....... Law . CONTACT PERSON: 1011N TESNER BERRY-NORDLING JOB: NEW TIGARD LIBRARY ENGINEERS, INC. CLIENT: MOUNTAIN GLASS JOB NO. 03-522 CIVIL-STRUCTURAL_ DATE: SEPT. 2003 _BY: JAT SHEETNO.: COVER 3607 SN'CORBFTT AVE.,PORTi.ANOOR.97201,503.227.7"113.FAX 503-2:1-1794 bncnBC&C-r net T LEGEND b 1 CONCRETE PAVING L4.01 CRUSHED GRAVEL PAVING, TYPE "A"; SLE SPECIFICATIONS �. . , CRUSHED GRAVEL FAViNG, TYPE "B SEE SPECIFICATION;: 6i<ICK PAVERS DOWNER PROVIDED, RE c CONTRACTOR INSTALLED) CONCRETE ACCESSIBILITY RAMP O 6�. RAMP SLOPING DOWN I: I' 2 3 EJ EXPANSION JOINT L4.01 1.4.01 1 CONTROL JOINT �L4�—.01 AERATION/DRAINAGE PIPINGL4.04 8 9 Cf-31DALTERNATE ITY FENCING; L.4.01 L4,02 16 CONC;R RETAINING WALL CMU WALL _.J ��REE I REFERENGE ORI G 1 NAL DRQ.,,'r'NG5 L1.02, L1.031 I$ Ll 04 Date f.RCNITLCTURE PLANNNO INTERIOR, New Tigard Library 6.12-03 6V sw IJnnuen sr»"I.lulu 700 Ponune,C,.:_IMS Revisions Drawing No ^ * so1wnn » F ;�� AovTigard,Oregon �\; ` 1 EGEND REV.If3-12-03 �'( -o 1 SRG PARTNERSHIP INC f9 rr ?916 �_� I LIBRAR' _0 B BY _ 1 r DONOR BRTC FZ- eA- NDS SIDEWALK FLUSH l WITH PARKING / 1 \ 4 z ..A—i 2 ----R�ISED C OSSWALK �- `' S \ _ C6 ) I 1 PARTIAL 51 E P AN sc�u el • so �GREE� I REFERENCE ORI G I NAL DRAWI N6 1-1 -01 —�� Date 821 RWlCTI11M .L,, jultWWWn ,,�RIOa, New Tigard Library 6.19-03 qt!W NeMwn ltrwl/ulU Iefl pwftnd, IT208 Reviainn� Dray+�np No Tigard,Oregonpp,, RL-02�'®1 w Lc,ACCE°iS.RAMP%6-19d)3 SRO PARTNERSHIP INC ft ,lob No. 2216 J /r. KEY NOTES: ACCESSIBLE PARKING SPACES, STANDARD SIZE PARKING SPACES. U3 COMPACT PARKING SPACES. CURB; SEE CIVIL PLANS. O WHEEL STOPS; SEE CIVIL PLANS. �6 ASPHALT EDGE — NO CURBS; SEE CIVIL PLANS. `'./ C'US�iED GRAVEL SURFACE -- TYPE "Ato; SEE SPECIFICATIONS 0E, CRUSHED GRAVEL SURFACE -- TYPE "B"; SEE SPECIFICATIONS 0 105 NARKING SPACES (5 HC, 70 SS, 30 CS) 10 CURB CUTS 11 RAMr r)r)WN GfiEE�l t � REFERENCE ORI61NAL. L1 .01 ARCMRLC1UIt /I.ANNMODate IMTlRIORR New Tigard Library d--19.03 221,Ivy mo--ww,suite too /onhnd,OMW moe Ft vlelons Drewlnp No t03=1m r:bt�w.otrt `. Tigard,Oregon ACCESS.RAMPIS-10-03 RLm03 L8RO PARTNERSHIP INC f2 Job No, 2216 J July 3, 2013 t ' rr SRG Partnership, Inc. CITY OF TIGARD 621 SW Morrison, suite 200 Portland, OR 97202 OREGON Re: City of Tigard Library- Site Review 13500 SW Hall Blvd. �. SIT2003-00016 The City of Tigard Building Division has performed a plan review for the site at the above referenced project. This review was performed under the provisions of the State of Oregon Structural Specialty Code(OSSC), 1998 edition and the Uniforrn Fire Code as amended by Tualatin Valley Fire $ Rescue ((1FC). The ,ilaris aie approved subject to the following conditions. DEFERRED SUBMITTALS • The underground tine line joint connections and the valves for the NFPA 24 type system have been designated as deferred submittals. The deferred submittal teF is a minimum of$200.00 based on the valuation of the underground fire lino system. EXCAVATION • Site grading, excavation and ill wi I be monitored and inspected by Carlson "resting. Inc. and observation will be performed by Geocon Incorporated. This firm shall inspect the excavation for the foundation system and any fill placed therein to ensure the soil bearing capacity is adequate for the footing design as indicted in the geotechnical investigation dated May 10, 2003. Any discrepancies or special conditions shall be brought to the immediate attention of the contractor for correction. All inspection records shall be forwarded to the attention of Hap Watkins, Supervising Inspector at 13125 SW Hail Blvd., Tigard, OR 972.23. EROSION • Frosion control measures shall be in place prior to excavation or grading. FIRE • The private fire service main shall be at least 30 inches below grade. • The private fire service main shall be flushed thoroughly before connection to the system riser in order to remove foreign materials that might have 13125 SW Hall Blvd., Tigard, OR 97223 (503)639-4171 TDD(.`)03)684-2772 - --- - ---- - - -- - entered the main during the course the installation. The flow rate shall not be less than the water demand rate ui the system. All piping shall be inspected prior to backfill. i ACCESSIBILITY Accessible walkways and routes shall not exceed a running slope of 1 unit ✓ertical in 20 units horizontal (5% slope). Cross slopes shall not exceed 1 unit vertical in 50 units horizontal (2% slope). A copy of the approved plans shall be on the job site at all times and available to the City of Tigard inspectors for inspection purposes. OSSC Section 106.4.2. Sincerely,,. Tian ock Sen or Plans Examiner c. Hap Watkins, Supervising Inspector .hm Hendryx, Director of Community Development File ,I I i t 1)ecember 4. 2,()0- CITY OF TIGARD OREGON 1 Jbbv Metz W.A. 130TTING CO. 16067 SE 98"'Avenue Clackamas, OR 97015 RE': MECHANICAL EQUIPMENT @ TIGARD LIBRARY Project lnformation Mechanical Permit: MI;C2003-00495 Construction Type: V-1 I IR Tenant Name: Tigard Library Occupancy Type: A2.1/B Address: 13500 SW I fall Boulevard Occupant Load: 429/316 Area: 413,430 Sq F( Stories: 2 l he plan review was performed under the State of Oregon Mechanical Specialty Code tOMSC) 2002 edition,and the Tualatin Valley Fire &. Rescue Ordinance 99-01 (TVI R99- 01) 1999 edition. The submitted plans are approved subject to the following. The support of the ductwork shall be engineered as required by the project manual. The engineering design and calculations are considered a deferred submittal and shall be submitted and approved prior to covering any ductwork with permanent construction. 0 A Boiler P,,rmit is required for the project. Contact the Building Codes @ 503-378- 4133 for the permitting process. GENERAL REQUIREMENTS 1. Lquipment and appliances regulated by this code requiring electrical connections shall have a positive means of disconnect in accordance with the Electrical Code. 301.7 GMSC I �. Appliances serving different areas of a building other than where they are installed shall Ix permanently marked in an approved manner that uniquely identifies the appliance and the area it Serves. 304.10 GMSC 3. Appliances shall be accessible for inspection, service, repair or replacement without removal ofpermanent construction. 306.1 OMSC 4. Manufacturer's installation instructions shall be available on the jobsite at the time of inspection. 304.1 GMSC 13125 SW Hall Blvd., Tigard, OR 97 223 (503)639-4171 TDD (503)684-27 72 c. 5. Condensate from cooling coils of evaporators shall be collected and discharged to an approved plumbing fixture or di-zno:,al area. 307.1 OMSC 6. Smoke detectors shall be installed in return air systems with a design capacity greater than 2000 cfm. Upon activation, the smoke detector shall shut down the air distribution system. Smoke detectors shall be connected to a fire alarm system and shall activate an audible acid visible alarm at a constantly attended location. 606.2, 606.4 & 606.4.1 GMSC Suspended-type unit heaters shall be supported by non-combustible elements that are designed and constructed to accommodate the weight and dynamic loads 920.2 GMSC Approved Flans: 1 set ofapproved plans, bearing the City of Tigard approval stamp, shall be maintained on the jobsite. The plans shall be available to the Building Division inspectors throughout all phases of construction. 106.4.2 OSSC Premises Identification: Approved numbers or addresses shall be provided for all new buildings in such a position as to be plainly visible and legible from the street or road li•onting the property. When submitting revised drawings or additional information, please attach a copy of the enclosed City of Tigard, Letter Transmittal. The letter of transmittal assists the City of Tigard in trackin nd prate the documents. Kespcc /Brian 131a/ Senior I ans F.xamincr 1` r U` I A2.I000.2950 BFl '1 a \ = 426 OOG. 2 EXITS REQUI COMMUNITY 30 n MEETING RZOOM � n non ,�. ('� nnc � Un lJ' n U � LEGENID C� ............... I HOUR FIRE RATED OGGUPANCY SEPARATION 213 \ S7GR� _ A2.1 OCG. M 541 SF/ 300 = 2 OCG. NTRT TIBULE X.a �-- OOR 102 i FRAME - -� A2, Off, TO BE 20-MIN. - 144 F/ ICAO / L C,ON5IRUGTION x� LR-Z RATING @ VE5 f,-10 LE i E'' -- AW:HITECTURE UL-AMNINC INTFFIUR; T18�n New Tigard Library 26 June.2003 e11 9Y4Mnr.�xnn snna,Cuga 270 Portland Orvpon 07:0S Revisions Drawing No T so 3 27 2 19 17 r sot]a,n;: Tigard,OreSon �� A�►r iTr•;w.•a �A_1 f� f t- N SRG PARTNERSHIP INC WK ,lhNo 2216 ;.�� r� 8U I LD I N�� CODE SUMM1�fi�Y REQUIREMENT5 BY OCCUPANCY OCCUPANCY GROUP A-21 B CONSTRUCTION TYPE 3PEGIALTY GORE (Iggb) V-IHR V-IHR :ODE (IgaX) HEI61-IT (Table 5-5) :'E (IggX) ALLOWABLE HEIGHT 2 q )DE (141gX) ACTUAL HEIGHT I 2 FLOOR AREA BA516 ALLOWABLE AREA (sf) 10,500 14,000 required MULTI-5TOR.Y INCREASE 21000 28000 5PRINKLER INCREA5E NOT USED NOT USED ON 5EPARATION ON 4 51DE5 10056 10095 TOTALS ALLOWABLE FLOOR AREA (0) 42,000 56,000 _60 LqY� MIXELP OCCUPANCY CALCULATION 12 8 ACTUAL FLOOR AREA (sf) 3,400 45,03 10 '7 RATIO (ACTUAL/ALLOWABLE) 0.061 0.804 6 4 "— TOT T G LE)Ei 0.885 28 - I'll FIRE 5PRINKLERS TO BE U5ED AS 5US5TITUTIONTOR (I) ONE HOUR CON5TR.UCTI ON C r ri f 1 BUI iLGODS 5UMMARY 1Z2--RC—ALE: ARCHRECTURE PLANNING INTgRIORS NDB•G l New Tigard Library 26 June,2003 !21 SW Mor.l�on Stn�l SuNe 100 Po"Ilmd,Orwpon)7207 302.22219,?F 503M0212 Tiqard, OregonR visions Drawing No , SRG PARTNERSHIP INC �M Job No, 2216 P K•t�*�� M-1 I 1 fl I I -- �l I I OFFICE SOFFIT BEYOND I i I 5 STAIR A9.10 I I 1� I -15 \ -13 . -- �- BEYOND PER UL DETAIL NkO, X51b BOILER �� \ ----- - _ _ -; Q CONCRETE FILLED METAL tiCid) PAN STAIR, 1 BIDDEf— —�—! 3�) A-14 DE51GP. - ONE-HOUR AALL ` HAV tAIL d 5T iIR ---� CON5TRUCTION BEYOND GYp. BG. WALL _----— --- .�'/ 0 �lGY RATION BOILER ROOM 125 5TAIR 2 a�ALE i 4 = 1 _0,• 1PCNI7CC-URE PLANNING INTERIORSDate Blew Tigard Library 26 June,2003 sc�zr: p 1iRpvlslons Drawing No yarri.Oregon Q SRG RA-12 PARTNERSHIP f1`. 2:16 -(.IS•aS' = D 1 I WALL TYPE 3A I _4 I 1 I I HR GYP BD. - I CONSTRUCTION 1 OVER 5T IAR LANDING SUPPORT PER UL I G ' DE516N NO. N501 I -- I WRAPPED COLUMN-- I BEYOND I I I I I � STAIR SUPPORT I I BIDDER DESIGN cej 5v2" CONCRETE OVER I I 2" METAL PAN STAIR I I LANDING PER UL. -- -- DE51G1sl NO. 0902 I I I i I COLUMN AND ----- — I LANDING SIDE I I SUPPORT CHANNEL I I I I 1 SEGTION DETAIL @ LANDING SUPPORT A-13 5CALE. 1 1/2" = 1'-0" - ARCHITECTURE PUNNING INTERIORS New Tigard Library 26 June,2003 6121 s9v mur"son stmt.504 200 Portland,Oregon 97207 T 90].2221117 F.5072990:72 Tigard,Oregon Revisfons Dravnno NO `- 0 �1IA"\ r>r.. ew RA-13 SRG PARTNERSHIP INC fL Job 2216 -1-IG•e.3� MTL STAIR LANDING 9UPPORT5 ABOVE I LINE OF GYP E-NCL05URE \I I ABOVE I I I 10" 50. TUBE 5TL COL. 3 LAYER5 5W GYPSUM BOARD PER UL DESIGN NO. X516 0I MTL. CORNER BEADS—� LINE OF GYP ENCLOSURE--- -- --�— "— ABOVE PLAN DETAIL @ GI..UMN D,l A-14 SCALE. 1 1/2" = 1'-d° ARCHITECTURE PLANNING INTERIORSDate 6219Vl Morrison„rN1,SLIts 700 New Tigard Library 26 June,2001 Portland,Oregon 97205 T:503.22219+7 F 503211 n Tiqard,Oregon R visions Dtavtinc No h9 161 T)II LSRG PARTNERSHIP III)(: ft er , 2216 ppplr- GONG. FILLED METAL - STAIR LANDING AND SUPPORT BEYOND 2Y2" G-H MTL STUDS a 24" O,C.. I" 6YP5+JM SHAFT -----. LINER PANEL V GYPSUM BD STAIR STRINGER--- -- ----� UL DE5I6N NO. U415 - - ----- SEGTION DETAIL BELON 5TAIR 5TRIN6ER --15 SGALE: 1 1/2" - 1 ARCH"CTUAE PLANNING INTLRIORS '—• Library Date 021 9W Mortbnn 9tn.1salt.Ton New Tigard library 26 June,2003 . PaMmd.omoon 01205 T 507mIli' F em 204 W2 likI.-Irr1, ornyortRgVisions OrdMnq No ` (S PWA A r SRG PARTNERSHIP INC, `� i„i,ri„ 7116 ` 1.�y•�� �” - � � 1 I I V I1 !1 I � 1 1 -GOND FLOORly HARDWOOD BASE TO STAIR r� -- STL. STAIR 5TRINGER _ IN WALL CAVITY d"� I v_ _ LANDING_2 L I LU �` I LAO PER FLAN `� _LANDING I � ' r FIRST FLOOR 1 � I r ; GTI DETAIL I5E TION AIR R15ER5 :>GALF: 1 1/Z' = 1'--O" REV?51ON TO SHEET ,AT2 ARCNTECTURE PUNNING INTERIORS New/ Tigard Library Date 621 slv Morrison Street.Sulu 200 26 Junin, 2003 PoN.t,d.Oregon 97205 T.507.7271917 F'.SZII940272 Tigard,Oreqon Rgvislans Or2,vinq No LSRG PARTNERSHIP INC fir` ht 11 2216 51 V� H R " -16 — j i� 4 A73 .1 Of 4 CORRID()R V-6" UR HOISTWAY '1" _ 4'-IOY�" _T s" 2vz" VERIFY 5TA LADDER A 'v Q —24 x \SUMP I T / ELEV. a -- - 5 a I - - LINE OF -------- --- - 5TAIRS AA - _ — V_ — ABOVE ELEV. I MACH, _ I � I I m HAND AIL EXTFN5�10N DIMENBION5 A-?% SGA._ : 1/4" = 1'-0" Date 621 SWKTURE PMO, INGSUN IN1ERlOAS New Tigard Library 26 June,2003 921 SW Mortl,on lM,t,luk*200 Portland.Onpon 91205 �tQvlslons Drawing No r T M 222+9r 501»40272 `nn Tigard,Oregon FM� C�^11 e1u D A-1 7 SRG PARTNERSHIP INC 90 Job No. 2216 -1'IGj•o3 '\�9 1 UNI5TRIJ7' ANGULAR ---- FITTING PI546 Y2" HELTI KBII W 3'2"--� EMBED, TYP, C _,L TO DECK ' + 14'-2" vn v I 4 4 x 4 x Y4" 5TL-- 1 ,e ANGLE " a I o p NO. 2 CLEV15 W/Y2" _ m PIN TYP. V x I" HEX HEAD - - GAP SCREW TYa. II II UNI5TRUT PIOOOT — II II 5TIFFENER TYP. II II II II Y2" m ROD, TYP. I u II II CRADLE CLIP TYP. (6) I.OGATION5 �`� CJIL UNISTRUT ANGLUAR-- I I 11 o FITTING P1186 TYP. II II `�° II II li N PI000 TYP II I! II li �W s,„ I!x I" HEX HEAD CL I I GAP 5CREW TYP. �CEILING ____� -•____-- -----_-.- - _-- SE� --- 5LEEVE NUT TACK -- --. WELD TO POP AFTER IN5TALLATION TY'P. ry 1 II 1 � IJ �� I�., EILINOGAR ATURE STRJGT. CONN. A18 REVISION TO SHEET AL1.5 ARCIIITECTURE PWNNINO INTERIORS New Tigard Library °Aj ez1 SW M°Me°n Sher.s"d, 27 uoe,2003 P°Nu-J,Orep°"9T;d7 T suzv torr r"I.„4021: Tigard,Oregon Revisions Dravdng Nn SRG PARTNERSHIP IrJC LN IA� „�14%i�x' , RA-18 f` Joh No. 2216 �--- MM 57VO A FRAMING 1 -� ---- –" ----- 130—� pF1T — ----- iT" 'lP - TO BRICK � , r 5HEATHING BUILDING WRAP EXTERIOR GYP BD SEALANT JOINT BRICK EXTERIOR- 6YP 5OFFLT - ARCHITICTURE _PLANNING INTERIORS bate New Tigard Library 7-17-03 Iz+sw Mom.on s,Nn swu zoo POAend.Onyon 11701 T:007.717.t1ti F 1032U 0272 Tigard,OfeQOft Rpvlsicns rrawinn No �.� SRG PAR"NERSHIP INC �� ,lob No. 2216 i 7 ,.� --- 1 1 1 1 ; EXT. BRICK. VENEER WAI..L / A55EMBLY. -- GALVANIZED 5TL. SHELF ANGLE, FINISH TO MATCH MTL. PANEL - WHERE EXPOSED, TYP. MEMBRANE FLASHING WEEP5 A 56" O.G., TYP. I I _BOTTOM OF BRICK � I l I 1 I ROD/5EALANT, TYP. I 1 BUILT UP STUD HEADER TO SPAN OPENING. I ' I FORMED ALUM. PAIri - W/ FIN!SH I I — TO MATCH CURTAIN WALL 5'i 5TEM. I r/ _- ---,`-- - -- — -- 6" MTL. STUD SOFFIT FRAMING W/ VATT INSUL. — — _ SBO TOM OF MTL. PANEL EXTT:RIOR GYP. BD. SOFFIT. 2" PROVIDE TAPING BEAD • ALL EDGES. FINISH TO MATCH P-5 - - M ETAL PAS L HEAD @ EXTERIOR A8.9 SCALE- E" N,CHITECTURE PUNNINGNITERIOR9 Date New Tigard Library �-,x•03 1191 9W Momgco sImC sun.m Pa ftl.ne,orvo�h 17205 R visions Drawing No T u2.u:.�.nT r eu3»nom Tigerli,OregonRA-20SRG PARTNERSHIP INC �� Job No. 2216 U- ' HOOD DEC< RUNNING PERnNVICXLAR TO PLANE OF &LAZING ANCHOR HORIZONTAL TO HJLLION OF CLIRTAINAALL •N •y •- H T' IE SLIP CONNECTION PROVIDEBY aRTAINAALL MANUFACTURER @ EA. VERTICAL WLLION, FOR VERTICAL TOP 01-- CURTAINAALL AND BOTTOM OF STRUCTURE ►� �i���;�iiiii� �i�iiii��i♦�� �i����♦���ii�iiii=���i��i�i�i� CONTINUOU5 SEALANT _ JOINT V STRUCTURE ABOVE -i r VERTICAL KLLION Tigard Library 7"1710 Oregon SRG PARTNERSHIP INC 1A ..No. 2216 4" x S/4" MAPLE HARDWOOD BASE W/ I" x Y4" DADO CUTS @ 31' OG TO ALLOW VENTING UNDER WOOD FLOOR; TCF OF BASE TO BE LEVEL (INCONSISTENCIE5 IN FLOOR TO BE TAKEN UP ON THE BOTTOM OF THE WOOD BASE); MAPLE HARDWOOD PLUG5 OVER SCREWS TO MATCH GRAIN DIRECTION 600P EQQR FINIS 5 APPLIED 65 SPECIFIER, I. PPI COMMERCIAL SANDING SEALER 2. PPI SELF-SEAL SEMI-GLOSS I#" 3. PPI GI1RATOR GLO55 -- - PPI WOOD FLOOR GLEANER CONCENTRATE — "FIRST GRADE" F5C CERTIFIED MAPLE HARDWOOD TONGUE I GROOVE FLOORING (2)YZ" PLYWOOD LYER5 SUBFLOOR, TOP LAYER - ® 450 FROM BOTTOM LAYER 24 l RECE55ED CONC. 5LA5, SEE STRUCTURAL FOR ;t MORE INFORMATION it • d d a IN �_ .. RE5ILIENT PADS, SPACED PER FLOORING G MANUFACTURER 5PECIFICATION5 d ADDITIONAL INTERMITTANT 9/e" BLOCKING AS REQUIRED AT PERIMETER NOT TO IMPEDE VENTILATION SECTION - YNOOD FLOOR AT WIALL A--2GAI_E R1-FERENGE DWG .Aq.11 ARCHITECTURE PIANNIN, INlFpIopSDate New Tigard Library 7.22-03 111 9W M"rrle""71ron1.Sista ma PorUnnd,Onpor.37105 T.SO)2211917 r 502 294 0!';• Tigard, Oregon Revlslons Drawing No Coll Z.\ !•`C' *-r) RA-22 SRG PARTNERSHIP INC 90 Joh N,, 2216 i HARDWOOD r-LOOR 5Y5TEM 4" / -- EXTRUDED ALUM. CARPET TRANSITION "Fr" BY WABO W/Y4" GONG. ANCHOR BOLT ® 18" OG — ° ANCHOR BOLT BY TRAN5ITION MFG —— -- 4 � � I SEE ALUM. TRANSITION FRODUCT INSTRUGTION5 I" SEGTION - WOOP FLOOR �T G�RP�T TR�NSITlON A-2 SCALE. F" = 1'-O" 2EFERENGE DWC� A9.11 ARCHITECTURE PLANMiNG iMTMC43 Date 621 SW momluo s"a11.su.ta 200 New Tigard Library 7.22-03 Portland,Orvgon 77205 T'503M ill r 502 2910m Tigard,Oregon R visionsDrawing No SRG PARTNERSHIP INC IQ ,lab No. 2216 � "r) '6-5 RA-23 * 12" OG 1 A-2 1M 3" FACE OF WALL ir _� �---- - riARDWOOD 5A5E 0 WALL Y4" xI" x4" DADO GUT 0 3" O.G. r DWG Aq.11 24 S.,ALE: � = t' O" REFERENCE s Date ARCHITECTURE PLANNING INTEPoORt 7•�22-OJ New I igard Library 021 01W Mortlfon 9hr•l,tun•700 POMIAnd,0,19on 9770! T 9072221917 F 90029102'2 Tigard,Oregon Rvisions Drawing No ,i SRG PARTNERSHIP INC 9W RA-24 Job 2216 I Ell PROFILE ALUM. GURTAINWALL 5Y5T. -- PROFILE OF WA!.L BEYOND 4'=" X 5/4" MAPLE HARDWOOD TRIM, EDGE ROUTERED TO S SLIDE UNDER A8.2 CURTAINWALL SIM. SYSTEM. Y4" SEALANT .. ` .IO NT BETWEEN TRIM T.O. STEM WALL AND BO GURATINWALL SILL GONG. STEM WALL, OUT51DE — — FACE FLUSH W/ EXT. FO BRICK uI GYP BD OVER 2Y2" VENEER, IN51DE FACE ALIGN N MTL STUD FRAMING INSIDE FO GURTAINWALL MULL. —IIg/4 HELD)' AWAY FROM _ GONG. STEM WALL BATT INSULATION \\x\ \// // / / COMMUNITY ROOM \ GRADE, SEE CIVIL i 4" x s/4" VENTED \ WATERPROOF MEMBRANE AT / MAPLE HDWOOD / EXTERIOR OF GONG. WALL /\//\// //� BASE AT EA. WALL \\ \\ \ \/ \ \ \'//\//\\ � //\\ \ \ 214611RECESS, IN GONG. \\//��//\\/\\/\\/\\/\.`/\\/\\/�\//\ FSLAB LOOR MR G DWOOD T,O. SLAB \� _ %\ a REQUIRMENTS T.O. RECESS IN 5LA I R+ GONG. woRK, 5EE \\/\\/�\�\ \ 5TRU:,TURP.L GONG. STEM YELL, REGE55F-E:�' 5LAB @ URTAINAALL NVQ GORNE R OF RM 100 —2 SC ALE: 3/4" = V-0° REFERENCE DWG A3.5 Date ARM"MRE F`WM"° "'MosjS New Tigard Library 7.25-03 a,IMI meft"IVIK&I"20" pmum .0"WIrm Drawing No T:IpMAII/F:103.1W172 Tigard,Oregon RA-25 w -^5 LSRO PARTNERSHIP INC �� jot, 2216 (�1 4 d A3.5 D-2 F.O.M. -25 1 OPP GONG. STEM \ ' WALL W/ \ ,� \ , GURTA I NWALL t ABOVE 1 MAPLE HDWOOD FLOOR.I N6 \ 5Y57-EM \ EXTRUDED ALUM. --- t ` TRANSITION BETYCEN HDWOOD FLOORING ` AND CARPET VV FLAN NVQ GORNER GaMMUNITY Roots 10a-- 26 5GALE 1,14" REFERENCE DWG A2.1 Date. ARCHITECTURF PLANNING iNTERioRS New Tigard Library 7-25.05 621 SW Momson Sheet.Sults 200 Portland Onpon 97205 Drawing'J,) T 5032221517 F 50329402'2 Tigard,Oregon /e00 ��-ApLhv SRG PARTNERSHIP INC IS ,Jab No. 2216 W�� _J 6YP BD OVER ?Ys" MTL STUD FRAMING — BATT INSULATION — - GONG. STEM WALL Ifo" \ FF ---t ! II I I I •-'� I II FOM i -�U ------- -- _ O q <J :o /�✓/ q GOi T. SEALANT — DASHED LINES ' AND BACKER INDICATE ALUM. RO'.� GURTAI NWALL �I ABOVE f' QI NOTE: SEE 1 3 IVAB2 FOP TYP. NOTES HORIZONTAL JOINT C GONG. �TNi 1N�LL —27 5GALE: 5 = 1'-0" REFERENCE DWG A8.8 U�le ARCHriECTURE PUY.NING ,WERIoR; New Tigard Library 7.25-03 671!W Momson so«t 7uN,zoa Pordmd,"on 17 2v, T:107.1t7.H17 F.117 214 o17- " Tigard,7f9gOn RA-27 SRG PARTNERSHIP INC t► Jot)No 2216 i� t /� — T.O. CON_CCJ. 0 = � 0. __.1 X3,411 CONC, 0 STEM WALL (lq ®0'� 4 6 gg REF. ARCH. FOR FLAN TYP. TYP. LOCATION I W/ 4 16 A. WAY OQa (145.00') -�P gg. t EL. 146' -g�ie I I \` A PRof-e I NF spy 10,562 � sr OREGO f �U�r �) RA00 M/ Lmmll ARCHITECTURE PLANNING INTERIGRB521 �B�f' P.M4, 0"q-9Lna.9ulb}pp New Tigard Library 07.25.03 g, Porilp,ry,DrFgun 97105 T Soim+v,r 501 IN 0172 Ret S2.1 S R G P A R T N F R S H;p i N C Tigard,Oregon Drawing No Job No 22M RS-02 ® "�" KPFF Job No 202322 �sRl A BRICK VENEER GROUT CMU --T- REF. ARCH. WALL, REF. -- PLAN ' i � W i i J N`LL. PLAN) w/ I Q THICKENED Q� EDGE, REF. �I 5 DOWELS TO MATCi4 vERT. WALL REINF., ALT. �- I L 5TD. �-400K5 INTO FOOTING 0Q o , o BELOW � (P v --CONCRETE FOOT!NG REF. PLAN FOR RE INF. 01 P RIL OFFS NF gyp v- OREGO ,- 1 CL AOI cll 12-31 -04 EXTERIOR CMU FOOTING 4 _ 111 _ 1,`0„ S2.1 ARCHITECTURE PLANNING INTMORs C:co J 621 AW Nmdson"Vel.suits 20007 15.03 . Pon.lmd.ongon N205 New Tigard ;..i`�rary T 503 aatHT r lm211or, �� SRG PARTNERSHIP INC �` Tigard, Oregon < < t� RS-03 s&m 2418 ~" KPFF Job No. 202322 RI 113/4- GONGRETE _ (o" STEM WALL EL. 150'-&'' VCT 2" PROFr GLR. I CLR. x,S�zE OREGON I �'— " 5 VL-FT. f) 12'' o.c.. EA. FACE. TERMINATE B y 13 *1 w/ // IN F-0 STING BELOW I w/ STP. N400K —i--1 2—-31 -0 4 ] 6 4 NORIZ. 12'' a.c. EA_ FACE REF. PLAN NOTE_ 146'-91/8" NORI?. STEM WALL �--� REINFORCING SHALL BE CONTINUOUS AT -15° CORNER. FOOT INCs� _ Z REF. PLAN --- —T—T'T-�-�•ry �r J - v - � CONCRETE r STEM WALL AT COMMUNITY' ROOM ARCHITECTURE PLANNING INTERIORS DWI, �3 e2+SWNorrbonStr"t,SWb200 New Tigard Library Pone w,onoa 11205 pm S5.2 ►— r 202 222+!+T r 202„i un !rl {� C, P ra,v nc:I. S R 0 P A R T N E R S H I P I N C f\ Tigard,Oregon -04 Job No. 2216 KPFF Job No 202322 X.2 3"DOWNSPOUT 1,396 SQ FT 1 66x18 H U-3 (ABOVE 0 LBS - r� (MAX :;;IT 8'-61", , INCLUDING CURB) \ �� 3rDOWNS�KCUT 1,666 SO FT Ll _rrrr _ 1 , 66x 18 (BELOW) I, 1 , 3 VTR fes_ 6"Rp_.i 4,916 SO FT r—� 1 (0.341 CFS) 1 ROOF PLAN MECHANICAL -- (� ��•• rM ARCHHrC7URr pLANNING M1ERIgpS Date 1..21 SWMo,,ewStr,,,.,,,,h,fl. New Tigard Library 71111003 'Omjmm 0,91"91703 T 9077U1N7 r.90)nAgr7 Tigard,Oregon RHVls;ans Drawing No SRO PARTNERSH'P IiVC 1f� Job N' 7216 RP-005 u-r 2 3j ` 1 1 I ` I 6 OD-1 \ OA - - - k66" D�-.� 6,116 SQ�FI 1 (0.424 CFS) 3"DOWNSPOUT 1,582 SID H -- I I I I �I ROOFPLAN -- p MECHANICAL _ fFC.. �. P.1 N—ju.l leen....1. ...Mis..Mie' ARCHURTURE PUNNING ;Nic Owe New Tigard Library 7/1012003 AN SW Nonboo lh.al n.���.1n0 Portllnd,Onac.01205 7.005222.1117 0 502 20A0222 Tigard,Oregon Revlalons Drawing No SRG PARTNERSHIP INC I` ,lob No 2216 A\ A'WN 4- RP-006 ex 0 5 6 I I I I 6 RD_1 10 4,074 SQ FT (MAX. HE (0.282 CFS) INCLUD S'DOWNSPOUT 1,580 SQ FT / -- -- F 3 VTR Ii I I I I I I I I I II 1 1/2 HWS/R GN HEAT TRACE PIPING - � R�^ FLAN - MECHANICAL r?�� 42.J SCAT E N:� row r rrw. ru emnluy�...n be ...riiw A,"HITFCTURF NANNINS IN(E Ru)Pq Date New Tigard Library 7/1012003 171•N Mortleon Ikl.I,Lune 707/ 1^ul 0,6 0n 9710! T 907;�@T7 r•111,,7/,•; Tigard,OTeion Revisions Drpw!ng Na SRU PARTNERSHIP INC In lob No 2218 � Ae+P 4 RP-007 un 1 I uI I I „ 3 VTR 6"RD-1 _ 4,121 S (0.286 CFS) I � I I ' � .6 1.5 ROOF PLAN -_MECHANICAL Date ARCHirEctunf PumnMc wTMOR9 Net Tigard Library 7110/2003 All SW M.W10,stmt.Suk.10, PwlN om on 97291 Revisions Drawing No x601.721+1,1 P A01tf4e]-1 Tigard,Oregon # — RP-008 SRG PARTNERSHIP INC in ,Job No 2216 , i D _ _ _ _ _ 4"RD-1 I 2,649 DCFS) (0.183 I I � I ( 4 ) ROOFPLAN!__ MECHANICAL �- -- ��. Irl Iiyl In.: M ARCHITECTURE PUNNING INTERIORS Date New Tigard library 711912003 ea ew M.nllrn 9tm1,9Wh 290 PmtlmJ.Ripon 1110! T.997.18.1111 F 10729/97" Tigard,Oregon Raviissions Drawing No SRG PARTNERSHIP INC JqL Job No. 2216 / � A&#± RP409 ll � 2 VTR 6"0 FLUE EXHAUST i I I I 4"-RD—1 I 4 RD 11 =SQ 2179 SQ FT (0.151 CFS) I I � I I 1 ROOF PLAN -- MECHAJJJCAL Ma° _ pit C...wu"nr,...,,r.. � -„ Date ARCHITECTIIRE PLANNING INlTRhRi 711012003 New Tigard Library 02,SW MN"$I sh.el Sidle 700 P«mma omgee 97205 Revisions Drawing No T:905m1917 r 55,n452n Tigard,Oregon ����O SRC PA^TNERSHIP INC �� JubNo 2216 �.�� 16 2 i• � I.E. =14 i PAANTR VESTIBULES I •''se$ LO I � 1 U D.2 X.� NOTES: @6 PROVIDE 1/2 CW CONNECTION FOR REFRi"ERATOR AND 3/4"HW CONNECTION FOR DISHWASHER. 2 �FIR_STT F:LOCR PLAN - PLUMBING -CNITECTURL PUNNPIC WrFR10R3 Date New Tiga•d Library 71110/2003e2,sw IAnm.on so-..,.9,116 toa Ponue onaae+Tae Revisions Drawing No 1 Taux+s++ s :umr n Tl�ard,Qregor RP-� � 1 SRG PARTNERSHIP INC _+ �-�� ` Jobrto, 2218 ua IN I tKIUK LOBBY \ [117-1 I 6„S 4 6"SD D 6,770 SQ FT -_ (0.470 CFS) _ 45.9' _� 2 C I CTG ,.n „ I 8 SD UP 11,928 SO. 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DRAWINGS SP- _ FOR CONTINUATION - --- STAIR DI —�_ N, I AGT STOR � EL � TORA(5E )_-c_._<__ FIRST FLOOR PLAN - PLUMBI NStAdlG _ _ —_.__--_.. '..' MMrW MMS U Gwulues Ilere..n •- rrr m�tw»ai Pm .— .-...—.�-.�.� WHITFLTUR£ PLINRINO NTERIORSDette New Ticard Library 7i1012003 471!W Morrison Strw,SWIr 2, Portland Omw or"$ T 103221st?r uTruarn Tigard,Oregon revisions Drewing Nr, SRG PARTNERSHIP INC �` Job No 2216 `_' RP-013 !l,(7 4TI ON OOM I � —� I MACH. II OILER DONATION: 11 OM 4 1 ` 4.. -A ®ri .411 -WH_1 - � I l� 4"S p77FCTG CTG (2,120 SQ FT) -- 4"SD UP 4° 6„IN (2179 SQ FT (265 F.U.) I.E. 140.8'. I I 6"S SA CIVIL DRAWINGS 4,299 St' FT 0 298 FS F0� CONTINUATION - ( ) 2 1. . 16 i I I I FIRST FLOOR PLAN - PLUMBINGW31 sr-Ad ,v _______- pit[•mn.lury Inv".—li. Iu Da;e AACHITECTURE PLANNING INTERIOgg7110f20oy New Tigard Library ei+sw Mw�l.r;,go-.. sl,u.too Pw2Ped.orpon 17205 Revislons Drawing No I w3u21117 r!0]704.07`7 Tigard,Oregon ��, �.p�0� SRG PARTNERSHIP IPdC � &\ A8t A Jobwo, 2216 G:ro X.2 YV \\ SSD �\ 4,916 SO T \\ E. -- ' 3"DOWNf qT 116 SO SECOND_ FLOOR PLAN — PLUMBING----- (I) � M�'ul M�1 SCkl: 41 • 1'-U 11\ Date ANCMICTUNE PUMINO N nAroR6711012003 New Tigard Library IN!W MonNee SVW tuft no porund,On"ee11209 Revlsicns Drawing No 403122.Ift7 1'!00'ad 0217 Tigard,Dragon RP-015 1� est#� SRG PAPTNERSHIP INC 18 Job No. 2218 up 1.6 C2 1/i'MPG DN HOUGHTON READING ROOM EM] 6"00 6,h 16 SO FT LAR617 PRINT AREA (I'VSECOND FLOOR PLAN PLUMBING row Pit C-.KW4 un,,....I— MOMQUIRE PLANNING ",Wpb Date 121 SW MeMson ft",s,,N,no New Tigard Library 7,11012003 PGftnd.Ot"on lizos ROVISJOW; Drawing No T:"3=1017 P!1103211mzlj� Tlgi;id,Oregon A\ oa�#—+ RP-016 SRG PARTNERSHIr, INC Job No. 2218 -� - " YOUNG ADULT �- ORt:GON �— 6"SD DN [� HISIORY =(6.470CF 0 `n —c—_� (�,`�, �Iaau asaaaaa aursssstrasasrrs .naaaaaaa aaaaaiu a:azu� I 6"SD UP -- ---- -- -- I - -- -- - _-. C SO FT 6 CFS) 1 3) 9 I I I I i X21 SECOND FLOOR PLAN - PLUMBI_ NG ---- µ•�'^�-- dune ►uaNlna wnnx ae Date 421 IW mwft"16"t gift 100 New Tigard Library 711012oc3 $?MRevisions Drawing No r:rummr aoM(,2,2 Tigard,Oregon RP-0 1 V SRG PARTNERSHIP INC Iq 'l AQ ` Job No. 221e e4l") NI I- I 4 ADULT m C z GRG (5�TJUII Nim I I1 _-MH -- D-UP -_ 2,649 SC FT TION (0.361 CFS) FIRE PROTECTION SPRINKLER ZONE I I I I P2SECOND FL_ P!_AN - PLUMBING 22 SW: N • P- ru n..".y�..•.I•• w�..' ..,, Date ARCHM Tunr TANNING IM1110A$ ibrar 7!101:00] New 'Tigard l.. Y 62+sw MoMW store,s, .201, Pwasl,e.ongoe gr205 Revisions Drawing No ""W'" :s072040272 Tigard,Oregon RP-019 5RG PAR,TNER'IHIP iNr 12 Job No. 2216 L1 l!1 I _ — TRAINING — - — ROOM 2"V V4"SN 4"SD DNOSET FT 2179 SCS FT ,Y (0.1�S) (0.151 CFS) I 4" OFFIGE 5aq1P` - I �--4"SLr 2,120 SO FT 1 2179 (0.147 CFS) (0.15 I I I I I SECOND FLOOR PLSF AN __ PLUMBING_. .� ; N!Cw•IVV d(Lu•n 1n, r••w.a M� AR'.;NIIr,.fUiiF P,ANNI46 INIMmiS r Date SM•I. MNew Tigard Library T11012003 !1t uW"nn,•.. 1n i• 1orU-.e.Onp„n h.o f Tioard,Oregon Revisions Drawing No SRG PARTNERSIII,- INC II Joh No 2216 .A4#ii RP-020 LGt7 6 ROOT` )3 2 g)-- - --r4�-- - -- -- - - --- ,�r'SO- Wz-- - - s� q—n,.m 6,253 SQ FT L _ 3„ (0.134 CFS) - O . -- FID 1_AN000AGE5 � 211- 11/2"V " -1 3 c�— 1 1/z"V DN t- 3 V UP SH-1 I A - L-33 I L`1 NIC-2 I S I° I I TCLET LET I L�1 I 00 3/4W b TO FD-� 1 yz"V U P tw—L W71z J0-1 W 2 3 — -11 W2 1'/z"J W�-C-1 �-� `I, - , Fpm L_1 I 2„FD—II 2"W UP - WC-2 I I 1/2"HW UP I I 2"FD--1 L & MEN - -- I ---- I _ _� t „ 2"CW U-� I --- - — ,2„CN ,"�l UP U_2 1/2N i EAST RESTROOM PARTIAL PLAT - MECHANICAL MCNITBCTURF. MJu.nMr, w�ewoaa Date a+twmOr"J"u„n .,,,zoo New Tigard Library 7/1012003 pa and.a,gan 07201 T,HIM UI'r 1101i" Tigard.Oregon Revisions Growing No ORO PARTNERSHIP INC �� ,lob No 2216 J 000 - RP-021 �— - IVIU.J _ �j� 1 --�� `/a CW/HW DNI/- (X.C ' l wc_1 V�IC�MrN _ — -- =J 2'r 2 �,- -- -- -- • — � I — — o— - — 3/4 it HW ,��� - — ———0 %%' I.E.= w .E. 1 T 4 � 7 _ ccl)� �: _ 2 CVON so HW DN �1 i • � W " IWC-2 III to un 2"FQ-1 Jj It - ------ � " - -- -- - - - ---- -- - - - - - "- \ 6"SD UP 4,916 SQ FT 2. (0.361 CFS) I WEST RESTROOM PARTIAL FLAN _► ECHAttiICAL .. o„ „ M.I Salt vv;- I,_� _ \ u,,,...,... ARCHITECTURE VIbate ANNIHO INTERIDRS Now Tigard Library 7/+01103 ro 11 SW 1010'"10,s6NI,Bulb 700 1041:e, .p°°91705 f2evlslons brawinq No 7:W77awn,wn 903 224 � 11y;7rd,Oregon /�\ RPp®L� SRG PARTNERSHIP INC f� 2710 L2 . &# 1. ���I,n�„ r'CX�