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7333 SW BONITA ROAD-5 1 NOT INCLUDED M Qv'C w `AREA CALCULATION \:'r 18OMP M �e14,�� PROJECT 5U MAIRY X11 00- JURI60ICTION --------------------- CITY OF TIbARD -+ 401.50' ------------- - LAND USE ZONE � - 1E13$. --- -- - LEC.AL DESCRIPTION -------------- SEE: PLAN O J'/p LANDSCAPED AREA 16,516 SQ.FT ' LANDttiCAPING REQ'D 5, 696 8Q FTzz:2 . PARKfWj SPACES ----------------- S@ LAND AREA ----------------------- 10b,2114. 4 SQ.FT. - 2.43 ACRES CODE REVIEW BUILDING CODE---^--•^---------- U9.G. 1988 - OCCUPANCY --------------------- 8 - 2 ■ • 9 • s ■ � / / f/ C.ONSTRl1CTION f't'P£ -------------- 3 - N AL.LOUTABLE AREA --- 15ASIC 120" $GL FT. SPRINKLERED 3600"SQ. FT. lit 3) � Z �J Xp / SID£ YARD IS~ SGL FT. - '2 AT 60'MIN.) W� 91 r�--;,1 r�_-�� r�^_,-� ri ` TOTAL 54~ SQ.FT. ALLOWED AG;TUAL ARE A. 46,SOI SQ FT. DOCK ■ ■ ■ • I ■ /� / LEC�ENC) AND NOTES I I � / e-rNOTEI b r,--_^ / U A6Pi-IAL.T PAJING I l •e 1NI,1 �. LANDSCAPEI7 AREA / (@@m' CONTROL DIMENSION PIPE I I ® CATCH BASIN COLLARD \ 3. d, ■ I • ■ I I / BEE 4 • • ■ I / �b NJh1DER OF PARKING STALLS 09'-0'1 181-01)L.OA a� COMPACI PARKING SPACE (8'-@'x 0'-0)U.OX `J d z v I I /�� 4ANpICAF'f°ED PARKING STALL W Iv C4 T "R NJSF 7F1!TER PAC G GARSAC3L ENCL03URE 0 u- 0 I � S'.�' • I ■ I i// C� / ///� i4. �� SITE LIGHTING SEE ELECTRICAL PLAN 0 v' I ■ ■ ■ I ■ /. �11 11.XI TI / GM GAS""ETER +SEE MECHANICAL PLANS Z o 8U►�DINC( N / h 26'-@' FIRE �i`r'pRAN" @\ MANHOLE IZ 0 �y GA18 vAL VE W U i' LJ WATER VAL✓E W R Z O C • I ■ ■ ■ I WATER METER 2 Z p E I I % b ; � POU,ER POLE / � F a � •1 -- I --- �-6' j EkISTMG CONTOURS z /i NEW FINISHED GRADE CONTOURS Q U W Y ___• 6T8 STORM SEWER LINE > ` U � SAN SANITAR'r SEWER LINE ¢ k 14'-0 12'-0' X 14'-@' WAT WATER EXIS,Ir1G SPOT ELEvA, ON CAtJOPY l - - - - - - - - - - - - - - A / _ ' �' >OCx NEW FINISHED SPOT ELEVATION 3 GRADE I DOCK GRADE GRADE DOCK E'!1 CANOPY CANOPY , `' / I 1 / � / I �// 9-�� NEW L�ID£I�aROUND PIPE M rh 6 EXISTING[A1DE10'aROUND PIPE O) rob HANDIGA� O SLOPE CONCRETE WALK TO AC. 4 © RAMP I / / O l ! „Y,' C O STOP NEW EXTRUDE? CUR13 AT PROPERTY LINE ABRUPT SLOPE 6 /.. V 2 In' A.C.PAVING OvER 10' THICK CRUSHED ROCK BASE. O ADRiJPT SLOPE I C C �l U 4' WIDE PAINT STRIPING _ -- ..-- 2 .� 4 -- 55) EXTRUDED CONCRETE CURDS. SFE DETAIL \, I - --- I ® 1 TYPICAL EDGE OF ALL LANDSCAPE AREAb /j/ AS $HOUK •J i I I - — j//� O 5'-0' WIDE CONCRETE U144-K, 4' THICKNESS. TH EcDGF AS REQUIRED AT STEEP SLOPE. SEE DET,41L 2 �G,4 I C3) p ' O I 4 1 YPICAL -- _ TUAIJITIN VALLEY FIRE MARSHAL OFFICE 4 T , 1 I APPROVED10 . . . . . . I I Q CONDITIONALLY APPROVED. . 4 " APPROVAL OF PLANS IS AN • / / I 5•@ \ HANDICAP RAMP , - - I q OMISSIONS OR OVERSIO T8T APPROVAL Of j H, ICAP HANDICA SEErR LETTER. . . . . . . .w R<IAIP RAMP 7 i'I.ANS k ATE 'f ry CITY OF PGARD COnC— — _L L ~-�� \ !anrJlY APCroved..........................................(4'T/ For only the Work e�dsxy- -- _ PERMIT RSO. — I' 3eoletlarto:FoI�w Q I Attach.............................................. .(� Job A r r•:� -�ZT- �, - dd cs LLI Y / / 21-08 Z// O 2 POST STREET ADDRESS NUMBER ON / JOB SITE PMOR TO FIRST CALLED ' ' / READABLE I SC THAT IT IS READ L N � o ,� INSPECTIO� —✓ / / / j` FROM CURB. .3' MANHOLE — �c S. W. BONITA ROAD MANHOLE 56 RIM 145,02 IE N) 134.92 ___. EXIBTING_DRIvE EXISTING DRIVE__— 3@'-mIE(W) 139.11 IE E) 134,82 1h10rM-IED 6HOUN) TO BE RELOCATED RELOCATED DRIVE IE W) 133.7'1 uj6-4 MAY 1119�y SITE PLAN InoUEN9►+ VAN OGMEIENFI µllAUf � -(� • 1/16`•1'-O' McGARRIGI.I v, DATE 3I� MAY 8 SCALE PROJ. N0. 1/16's 1'-0 9088 DRAWN CHECKED JT6/JA4 AVG 4 PLOT DATES, 4/I�/1■ 1 - 14,3@ SHEE7 NO 41124+.18' - 11,36 443/NJ89 . %�p3,5,�} , 5/4AWS - 12,36 111w C's - 1D,5 1 c,r BON1?A/9(d88G-I �nbn� - �n 5/844�MJ - ■.�2b � ...._ _....._._......,.•.u..w......,:^ar..+Tr•�-•..a+w....,.�r+a:s...-a��rM1A►71�■'.r..._.. � _ _ _ �A+reMnr.•,.,«+Hwd..::-..w..�unr+,w.,,rvir�•iwsr..wllgl� ......,.._.�rrn7l�IMva+,as.•�•t�.:-.:.�.u,av�sr::--.,..:..-x r,.,n . ,in! '�ILII►;IIIIIIIIIII�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII111IIIlIIf1I11'IIIIIIII`IIIIIIIIIIIIII IIIIIIIIIIIII11111111111IIIIIIIIl1111111I111�1111111I1111111I111,I t11III1I111I111I111I11►f111I111 � �.. .' I � • � 2 3 4 5 8 7 8 9 f0 II 2 n NOTE: IF TH15 MICROFILMED ` - - --- � DRAWING IS LESS CLEAR THAN THIS NOTICE, 11 IS IVA TO THE QUALITY OF THE ORIGINAL - DRAWING. 6C 62 9z LZ 92 52 12 EZ ZZ Iz 0t 61 BI 11 91 S1 Irl EI 21 I1 01 6 9 L 9 IS-- Itr • EII ,III�IN111n1Iun11IlIw+111111+n1hnl�llll�IN11111N�InIIu1►llnNnudnlNNnl�uuI11NI1111I11pI11NI1111I1IH�1111h1UI1111I111JIIIIIIIlllIlllAllUlIt111I1111III11III11I1111III11I1111I1111I1111I1U1111111UIlllulhnlllnll1111I1111IIPll111wn�II11I11111111lI�IIIIIIIIIIIIIIIIIIIIIII a APRI t' i l1991 , I MN NOT INCLUDED M I I /AREA GALCAJLATiON \38 DIA, kIGRAVEL DED 6' CHINLINKFNCE ANDDACKFIIL- UWAP G . AVEL WITH __. MP M 1� \�7�� / cC71ITM0006 f{LiFR FADR G. ,E F_. �j' INC NOTES / PLU4 END /11>116TNG AG. r (q^^} OF PIPE PAVING I1 IMMEDIATELY UPON START OF WORK,CLLAR ALL DlUbH,DEMRIS ETC. SOUTH RAIN OF 40 _- TON OVERHEAD CRANE �. / 0 (ENCROACHMENT) AND REMOVE THIN TOP BOIL TO EXPOSE AL.L 617E CONDITIONS, o_ --. rte. �.t 178 2) �PLETE DW-101TANK REMOVAL, ASPHALT REMOVAL ETC IN � - 149.40 LANDSCAPE AREAS. 148.52 ------------ O _ 3) USE TOPSOIL MATERIAL&FREE OF 15RU6N AND VEGETATION TO I � �i , d _ y►;',eG l / T / - /- -•!_ -1 / , i _ / %/ 1 ANY SURPLU6 SOIL ' - G , r-T- ,� +- �= / - / - _ / / / /f w7 %-' J y- - /� / - - - µ f�l�r_/ 1 % / f�%y r - ----------�rn AND l DI E6PO8E OF OFf ELITE F'E AI�EAB. REMOVE 140 _- / - - - -_ 46.45 1 --------- --- -- ----- ---- _t r r 4 -- -----M------ _ - - ) AS BOON A6 PRACTICAL,1111TF.�IN THE FIRST 741RT1' p/,T8 OF WOh1K• 1 145 4600 + - J - , INSTALL BASE ROCK FOR PAYING. IT 16 DESIRED TO HAVE THE -- - --- RciUGN GRADE *O THE NnRTN AND WEST Of THE DUIL'JING A1.1p 4160 ' KEW T -_ _ ► - - t - / r__?'1 \ �j. 6T 4jlWs,TO THE UAEOT OF THE IBUILDI ET THE USE OF TI-E TION �" - F 9 • - - - ' �•' "� - 181 THE TENANTS IN THE BUILDINt3 TO THE EAST. +, I ARI=A ?p THE EADT �.JF THE BUILDING TO MINIMIZE .716RUPT•IO►� OF _ 146,62 1 � _ 1 '48�"� � � ,' 1hL 5) ME (MATCH EXIBTINGI Q 146..'� XX D t • • • ■ •^--` ■ 1 / / �� b) ALL SPOT PRIOR TO ELEVATIONS LEVPAvIT ONS (6P@GIFIED PSY � -)ARE TO BE STAKED - - jL \ 1) REMOVE EXISTING PAVfNG WI-IERE. EXISTW-i i IQADE6 ARE LESS z t \ v _ - \ ►� 1 ('- / `/f THAN 12' BELOW FINISH GRADES. 7 © 146 /, 8) SURVEY DATA FROM SURVEY BY UEBTLAKE C,.CNSULTAN78 `, L_.,� r_ _ _ .' 1 �i:1_4-� x ocK ��/ / DATED MAY. 1988 �„��i'ROf GRADE v- , - _. . . _ - _�. .r�. -- - - 0 D • I I �� //j /� �ECsEhp AND_ ca 7 II\OT�S:_ _ _ � IN�NEW�ANDSCAPEAC.AREA8IAND AADD�I'-Nm�MMf�YK'f TOPSOIL ✓�7• ,I I-EXISTING GRADE 146'-m' I �` M.E. i/!/� - _ -- / / WHERE EXISTING PAVING 18 LF-68 THAN 1'-0' DEL.GIU FIN. GRADE I I FIN. FLOOR 149'-O't I- I � _ � � + (2/ EXGAvATE AND PLACE b' GRA'✓El. BASE AND 2' A.C. PAYING CUT LOOSE AND BROKEN EDGE PAVING BEFORE EXTENDING EXI6TING BLACACBERRY JUNGLE PLUS MIS--.GARSAGE, • , I • • • • I j a, ( /// BUILDING MAIERIAI_8, DEBRIS ETC. 1M 1172 • r 1 u i 185 �!� .1 146.41 145.82 1 �b� DREAD:CVT WALLS OF E518TING POND TO 4'-m' BELOW GRADE z BROt;°=N G7►JGRETE RFUDDLE MAY BE U6EU TO FILL IN BOTTOM {�� i G.O. •' I I ' X,i/, OF PCNND IF LAYERED WITH BAND TO FILL VOIDS. COVER WITH W (�V T AT LEAST 2'-0' OF COMPACTED CRUSHED ROCK (3/4' MINUS). N \\ �•-_ + L _ _ i L- -+ i 168 / i//%�i /'� i �/` •fi%'% DI8P05E OF REMAINING CONCRETE RUBBLE OFF SITE. ' I 145.91 \ / / 0 u- 01 - 1Pp � F �_ � CONTENTS BEFORE REMOVING TANK AND DI8P081NG OFF SITE. 33� (�) APPRcOXIMATE LOCATION OF EXISTING SEPTIC TANK_ REMOVE � In o CONTROL `1`11 ' 41_g0 • I • • //�\1 , EXI.STIN% CLEAN EXCAVATION AND FILL WITH ENGNEERED FILL. 0 Q STRIP `�\ " • I • ` / 9 APPROXIMATE LOCATION OF EXISTING OIL TANK(24W GAL O 04 SEE DETAIL/_%� `'`\ , 4650 I I 167�// \� BUILb INC.t/ C� CLEAN EXCAVATION AND FILL WITH ENGMEERtD FILL. O^i O!/ ` -0 1 ESTIMATED SIZE). REMOVE AND DISPOSE Of OFF SITE. �. i 14% 7 , CJ°f.RIM I 1 / i✓/ YLIGHT STORM DRAIN IN EXISTING DITCH AT PROPERTY LINE. •� 0 DA 8 RA iZ'' *+ 1 17p ` I i / /f./%:� VERIFY INVERT ELEVATION AT START OF WORK MAINTAIN INVERT W 11 1 W 1Lu 71 146.' i�� r ` / f / ELEVATION AT DISCHARGE LOCATION APPROXIMATELY 0'-8 J Wt W 146.60 ,�! 1 t ME. !!-11, ABOVE DITCH INVERT AND PROVIDE MAkIMUM &LOPE TO ON {�� J 7 0 137 ;, ,/!/'/ 61TE STORM DRAIN8. cWc z '1`'1111 4100 I I 1a� '- `lEr16- i \ 146 i i /'� Z X1,1111 • I • ■ • • 1 i�j//%` O G.O. I • �Ilr -�-- _ , I %//��'/ a (� 111111. C.O. 11 1 C.O. � t, �s�6' BAN�� •Ilrl� ■�■� •�� 1�� I ✓j / 6ANd �� wn•�� I 1 i /%//// z J n- 11'',1,1', ^/ I 4g 3� i a6�E' �, i i %;�'•' ,r/�%�� Z V 1 1 1 _ w J 162 ; i' ;!///'% z P \ 1 `/!�' lill}1'11` �` 48.92 h 46.27 1 148.94 11 1 1 ` . I 41," 48.92 1 - r 14 M.E. 1 1 1 1 1 , 0•� / , I i/'/,j•' // 11111 1 I � 1 X46• X 9'-0' ' 12'-0' X 14'-0' 0'-b' X 9'-01 1 12'.0- X 14'-0' Oil 12'-0 k 14'-0' / 3- - - -- - --- - - - - - �.W ]•� -�\' ' ` '�� 11111, 11 ` 1 b } I DOCK `44 9: E Dl (A 1 _ � GRADE I _ GANni° ( CAt � CfS. RIM / dR/4DE 44.92 E _-_ - •3 Ga. RIM �+ / \ 1 $ I ✓// 1 1\`, I► + OR. • 550' 1 4'1.41 4a.E'1 4600 C.O,G9. - •2 1 46.42 I 4 .. 1, 46 t• 1 rn - / 1 OR 450' 111 i .SEE 7 f 45b0 // ,r 11'1111 \•�` 1 '� i 48 '� __ I - 48-+� ' / '1:1 %• 46.E 1 41.41 'i /1111111 �. / F�/4I�D1GA� /. ,, .� / 1 I '1 ////• G ' '/f//�/ , f %f,� /// \ 1 1 / 46j70 I 1 /� 1 6 IN LINK FENCE, i / ST81� �■� 41.91 / �4131 1 �3 0 41 460® 4600 ^ WF,TER `t\, ,'-10' DEEP _-_. / / -J 46" 46,60 i 4'1.,5 FAUPET `,` ` .r G 1• ,,I I 1 \ ��i 4 � .---._.._.___ 1_� �� ----- 1 y`.-TQ-- rAe•t �, ` 1 / `I1\ � •Ol'1G ,; i ` _ i ! 46.E �-�''I H G') 1 \ 1;,,1 ',� 1. � I� 1 -_. _ _, ��''® 1 ,�•- � 4i� S (EXI ,l !�� 11 •� 1 \ C15.RIM M$._ �1 G.O.Ga. 41-- '�'--� HANDICAP RAMP OR • 4"' i X I 1 I EXISTING BUILDING PAD f 4100 i 41 TO BE DEMOLISHED Am r ANDICAP I 1 �I1� i 199 -� ��' , 1 1 131 RAMP 20 ` 1 4P 146.34 / ) / a�sm 1•' 41.10 133 1` 146.24 14571 ` ) i 147 - ? 146_16Vt 1 ♦ /' O -1 �) * 1, -E 3 135 ��146.11 I - I' - ---------- --- - 146 -- ------ - I i ��4i' \� ;; 10$ 1a6 / -'" --- ---- -- 4664 ® 100 I46sm '. _, 146.67Lu EXISTING DRIVE C 4100 ,' b47 -- - - - - - - }--• r r. 48x00 //�, ,/ 111*4 / ,f / - Rpt LE CURB fi � / �' �, 111, 1 ; t� l f/ / /f�• � /. IbTING►'E101�E � �/�/�!� 10 X-Alz 46 104 60,,1 ` •WATER A6 Pf 1)P'- 9 I 147.00,,-" 1.1.P. \E 1 GTE MANHOLE �RUTURE METER \ 0,1J� BOX (EXISTING) - - FUTURE CURB LINE T - \� -. - _ - __ � � r. - � �- - _ - _. _ _ - - ��' --- `[ .90^- - - 1 _� + 148.19 a9\ -----+ ------- _ �'eid6.46 �\''� C} 11s 488 48< 4 --_--___ - --- a96 266 1 q9 ' i� R.R• SI�� 4RJI .1 6.63 146.87 / , ) MAII.B -140-J.2- \ 85 -- - c i9 501 fle 497 \qE` ('3 1h613 lag. •B\}MQ "' 14�.cR _---` \4x.39 �41�p).� y0 701PE 41• ► -- a,tS;-- 14s.1 K _ - - - - - - -� _ V -- -- - =,i- �. - -t - g - - 465 -__ - U.C. F' WER - - - - - - = PRp p. _: �11�PWT ry 1 45a 457% . _ 6 GO 16AW GIT ) (• ,A r �Ar a ) f ai a9 th MANHOLE 1 i , --- --_- - RIM 148.56 - - MANHOLE Tr S. W. BONITA ROAD RIM 145.02 IE(W) 139.11 IE N) 134,92 4l0! PRESENT 151 99 IEE) 134.82 - FILL 4.11 IE(W) 133.77 ; --. - - -- ---__..^------- - -- R/W �-- 1 - 5/8"iR W/"CARLILE" CAP SITE UTILITIES AND GRADING PLAN IAW • 1'-io' It � Lu 0 +-- -IE 141.98 ca 1 L� QGf 1 DATE 31 l.1'a'Y 1 c7 1 r SCALE PROS. NO 1/16':}'-0, 5068 DRAWN CHECKED • JAK RM SHEET NO PLOT DATge, 2 -r'F6'MIT NOS. H91 " 1:1.81Er6G,©919&�i' - 1 bAAWS - &.1-1 BON I TA/ciOUG-2 °e/4is�n 'se - lua, ' OF 21 ,Yn.. ,.,„■'y,:4w,.. ,. ,,,.; •.y.. •r . . nq•�W. .. ♦ .'i. t';i/h;. nfr. .-,. Yt+R^. wYr-.NMY., . .,e, •nda,Jl6bn. .>. ,{ ., ., s.. ..r r,rr •..aNMfE, rill+°r• ,n•,.: ,h. ..wy, 6� ..,,,�, � Y �Nt,;:a.t,�.-, ,-•+�. .,Myrt.ryat,w,Mw.r - - . ....-_._•_. _. _-_ __ - --� ._ cu�` �■w■.■•IIIMAw■.1 , � .. ''y 11111111111111111,11111111IIr1I1r1�11111111111111111j111�-��r�r�tn'�,'1�111,1�111If>+IIIIIIII III,IIIIIIIIIIIIIII1111111111111�111111111111,III,III,I,I,I,I,I11111111IIIIlIIIIIlIt11►1,1,1,1„► ,. 10x+......_.. _,. r 1 I S 0 7 0 10_ « I I 12 M NDTE: IF THIS MICROFILMED 3 -� DRAWING IS LESS CLEAR THAN I THIS NOTICE, IT IS DUE TU r ' THE Q0AI.ITY OF THE ORIGINAI _ - DRAWING. OE 6Z 92 a 9Z SZ vE EZ ZZ IZ OZ 61 91 �I 91 91 1r, EI ZI 11 01 6 - 9 L 9 S �r b E'•.. ,' ,I,I,II111111IIII,IBI,luuh,t,InUIN„IIII,If„,IUt111,t11uu11u,I,nlh,ulgU111NI,IU111IIIIII�IIIIIIIRIII+IIIIIIIIH111uII11�11111111u111ui�hIIIIn1hu11n111uIIIlnlllnllu11bu1hulluulnudu1111HIlIHIh11111nllnnbwluWnuluuliln11111111u1,1nI1u111wh1,I APRIL 11 1991 r Westlake Consultants Inc . n� Hilltop Business Center PLANNING OUc.�NT t CO. 7340 S.W. 1 unziker, Suite 204 141.81 EXIST MH AC A.G. Tigard, Oregon 97223 SURVEYING _ - , IE141.87 INN NDN R,NC \ IE139.42 IN 818' cMP 503-664-0652 ---_ _- � IE138.11 OUT W 1014/684 J B« 35,-03^$ 8 \�� G 18' GMP • MH j RIM14-1.8� SOUTH RAIL OF 40 TON (ROSENFELD) - O \ _ OVERHEAD CRANE (ENCRO.>CHMENT) b' CHAIN LINK FENCE (ENCROACHMENT) 8.F N88'59'51'E -- ----- I E 138.2 / - _- ---- -- -- -- __---- -- - --- --- --- _- .-_ -- - -- - o - O+ 149.40 ROCK AND ASPHALT o --- --- o -- ---- ._ --- - - - -�4B,9 - C3 - 0 - - 146 - - - - - - 146 - - _ - 146 1:576 146.04 + 146.48 EDGE OF ACBONITA ROAD NATIVE GROUND - - i ! I 6.31 T0f=0GRAPNIC SURVEY" -- - - SITUATED IN TI-IE NE 114 SECTION 12 T.25., RJ W , UJ.t I. \ -�.�° I WA3�INGTON COUNT' OREGON _ F 146.14 14ro.�8 I Y i e a I � / 146.99 + 146--17 + 145.82 + I METAL BUILDING IE 140.1 II 330' TAPER OF 12' GMP I \111111 1 147.07 11 5/81IR, ON I.0' 1 11 11 1 1 6,.J4 146. 8 144.94 I 1\ 1 111 I14tj81 }- 146!38 19.5s 1 i � LYN H CB , EG `I `` \ I RETAINING WALL 1 � I 3 - I 11 \_ 14 32 I 146.6 1 !48. 4 1 I 01\\ 146 146 6 f� Ili 11 1 1 CONCRETE /145.82 I I EL. = 149.19 \ 1 1 \ - --•_. � 1 1 E.P. '� 145.824.0. I + 1452 14 146.89 1\ 1 \ \\ \ 145.11 + 145.13 I 111 1 1 I C�RAPI-�I C SCALE `11 b' CHAIN LINK FENCE I I �m m Io am ,o `1 i 1 EXTERIOR FND. LINE - \ �: I + 146.20 p 1 l IN FEET 1 WATER 1 \i9 POND I FAUCE \\11 1'-10' DEEP \ I CONC. BOX W/GRATE IE 142b 1 1 4 145.70 LYN cB 11 5A515 OF BEARING: \ V WIDE CONIC 1 I ST4I E PLANE COORDINATE PER \`\\ WALL 1 i I TIGARD CONTROL SUR\/ET" CC.S. 022223 EL 14'3.4A 4 145.58 I -}- 140.34 146123 -f 145.-11 W15 T5 -- - - -- - GONC. �y� B4615 OF ELEv.4TION - CURB A G" O5HD BM Y-(o 12 BRASS D I5K Av NW' CORNER �� - DIRT - 1.4 OF BRIDGE ON SONITA ROAD OVER I �• j 111 145.21 _ _ , i �� _ - - - -- - 146 - - - � ELEV. = 198,831 ►� �� 411 146.6 1 vI l I 1 1 1 \ A.C. 145.53 111 \ ROLLED CURB �,� p�' Lp V>. 1 I / ROLLED CURB PHONE 145.4 - --- - - ------ --- n 111 RISER r�� WATER --. __1 146 - - - - - - - -- - - - - - - - - -- - EDGE nF PA\,/EMENT 1 1 1 FAUCET SNOTS l T1 PJ 145.42 ROLLED CURB -- c _ ,-- - x- 151.94 151,92 1 \ 1 GTE MH - _ _ - .� --�o ' TOP OF TOP OF - - - 304.64' RAIL RAIL IE 140.1 \ /� N$$ LJ9'S�"E I WATER U.P. • � � 14''.b U.P. 146.35 I1 i% 1 1 U.P. GUY 1 METER -146 8 MAILBOX 14"1.(40 tom+ 9 _ / - 1114("40- - - QJ4 -- /Z//-- TOP - -_ o� 15134 _ �� `- - - - - 14b.4�jN =--Q' - -OEC -- - OH- __._.. -OH .._ • ---- -0µ - - O -- I 0 MAILBO)c' _. Topor- . 1� TROP OF vl� � �. f 7 a___ -_ QN+--_ _-- _ ` 5 9 \ a RR - 148.19 W Iranl RAIL /,t�� 1 1� _\�` ,4� \ 4t%D 15 \ 14 .19 �` - 14628 }`__-# - �#b- ��- -F`��_ '��' - -- -- ----BUMP 51GN 1ai46.63 146.87 UG. POWER E.P. - --� 14"1.44 -I 146.98 146 01 `f'o n 1463S+ 14131 �h z J - ---- --_- --- --� 151.19 -- PVC STAND PIPE SANITARY SEWER I Ip I�r6.18-�� v)� �� 151.9 �m� GUARD RAIL __ ' __--__ - _- _-- _ _ 1_ - -- - ` E. 3 2=_ a633- - .--_-�5�- �� 13020 lME '�_\"1 U s�tQ 10 a�� °� �vJ ©� -'a`�•�� - ,�8•��_..-- --- MANHOLE -- ,� - � `•� --4 --- __ >� MANHOLE RIM 148.56 _ ---;----- -- - / ---- ---- IE(W) 139.11 RIM 145102 5,UJ, BON I T A ROAD /W 151,91 151.9 152141 � IE(N) 134.92 I FND. BRASS DISK IN IE(E) 134E2 MONUMENT Box. 146.21 -- / 14638 TOP OF TOP OF TOP OF/ RAIL - RAIL IE(W) 133.17 RAIL ___ --___.-- -�----- -- -- 146.22 TOP of - - �- --�•� _ - - ------- - - _--- - RAIL 5/8'I1R W/'CARLILE CAP CIL PAVEMENT IF. 141.98 5HOTS (TYP.) ov 00) 41 F'EF'MIT NOS. 891"0,891660,891949 'i �� \'►J \� -_�____ ._-__-_-_��__._-�_ _-_.-�----___-___--- ---�,----------- ------._-_ +�- �" -"' nr- � � �-- � S.l•1J. BON I T A ROAD - �+ . _ ...,.,�,«.._.-�r..rw.T.n:.rec,. ,. _..».�.�..,,..,..y..,. -..,,,.,.�w.,y,..nwy..r*r:!�e�u,wr...::�.!n+�t«,.r■a.�e ..._ , _ IINhrMnrwMup,wN+r.+ RYnn�w.. 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NOTE: IF THIS MICROFILMED �-- 2 3 4 5 6 7 9 9 I'4 1I 12 DRAWING IS LESS CLEAR THAN THIS NOT ICE, 17 IS DLIE TL1 THF WALITY OF THE ORIGINAL DRAWING. 0E 82 92 LZ 92 52 tZ f.1Z ZZ IZ OZ 01 el LI 91 SI bl EI ZI II 01 5 .•' 9 L 9 S b E Z 1"•�"' . , ,�!1111111111111t1111111I1I1111111IIN111H11111111n11n1111111I111111{1I�IIIIIIIII►11111111I111111111111u�III111111II1U111111111111111111111111111UllnlNnnlnnl1n11n111n111n1))nIIIIIIIIIIIIII111111111111ilUnIN11111111111111n111111I1llIlbll11111111111I11nI1ll111I11111UI1nII1wIIH1 APRIL 11 1991 I I DOME CONCRETE ,AT i YOP OF DOLLARD 1 1 � I I � THIS LINE TO BE LEVEL i i (n 6' EXTRUDEE) C:ONGRETE W+EEL6TOP 111 1/1' M 10'-0' 61TE UTILITIE8 MAl '85 REV (LANDSCAPE ,AREA W4EEL6TOP SEE 617E PIAN I SET M EPOx1 - SEE 617E PLAN FOR AND GLJRD SECTION C � _� r-`r LOCATION. I 3 MAX i S C#NERAL-_ THE WORK TO BE PROVIDED BY THE LONITQ,AGTUR SHALL. VARIES - SEE 817E PLAN I CONSIST O-FURNISHING ALJ_ LABOR,MATERIAL 8, PERMITS, SURVEYING, f - -- ------ ---- — 1 SUJPERV181ON, GOORDNATION, AND EQUIPMENT NECE66ARY FOR THE PROPER SITE DIMENSION h INSTALLATION OF THE STORM DRAINAGE SYSTEM INDICATED ON THESE SLOPE 114' PER FOOT SEE PLAN I pQ C]O�pO � 2' DRAIN ROCK - - DRAWNCaS THE WORK 16 TO BE COMPLETED 60 A6 TO PROVIDE PROPERLY I'-b' ___ __ D� O �• i i 4' 014, PIPE ISOLLARD -- d----- - .`) I I / FN'.A INCTTONISYSTEMS THAT' ARE ACCEPTABLE TO THEGO✓ERiJNG I _ 0 FILLED WITH CONC '.. AUTI.40RITIE6 AND A8 INDICATED ON THESE DRAWINGS. q 4 ' � J Vo 4 SAFETY_ THE SAFETY OF Lk?RKERB,NEIGHBORS AND PABSER8-5Y 16 TO ® ISE THE RE:BPCN6I5ILITY OF THE CONTRACTOR UNSAFE CONDITIONS SHALL I I BE IDENTIFIED AND CORRECTED OR IDENTIFIED AND SECURED. WORK 12' DIA PERFORAIEp METHODS THAT MAY GAUGE AN UNSAFE CONDITION TO EXIST,SHALL BE $ 7 tf! ■i•.' ' �.' .l ...'.',..' p� CMP. WRAPPED IN i I AVOIDED AT ALL COST8. ANYONE 6U8PECTING THE EXI6TENCL' OF AN •% a' ' •' - p / FILTER FABRIC I I UNSAFE CONDITI,JN 18 URGED T(' NOTIFY THE CONSTRUCTION d' OF COMPACTED ' CRUSHED FROCK BASE ` / h �:$ i t BUPERINTENDEN'I AND THE PROPER LOCAL AUTHORITIES (POLiGE, GSHA, I I H.C. PAVING < ETC. ASPHALTIC PAVING AN') BASE ROCK 0'-b, DRAWINGS.- THESE DRt\WINCaB ARE PREPARED BABEL REPORTED REORTEC BITE SEE SITE PLAN \ CONDITIONS AND VG O IMEN8IONS ACTUAL SITE CONDITIONS,OR ASPHALTIC PAVINAND BA6E ROCK 0'-b' 0'•b' r DIMENSIONS,MAT' VARY AND ANY SUCH VARIATION SHOULD BE REPORTED TO SEE 811-E PLAN FMDR DEPTH MMN I I THE ENGINEER AT T44E EARLIEST OPPORTUNITY. UNANTICIPATED \ "O �� Z b' HIGH EXTRUDED CONCRETE CURB �0 O I I CONDITIONS MAY REQUIRE THE REVISION OF A PORTION OF THESE NOTED. WALKS AJOINTS AT N EPDXY. PROVIDE: DRAWNGr5 ALL DIMENSIONS SHALL ISE VERIFIED !N THE FIELD BY THE NOTES: I. - SLOPE ALL WALKS 1;4' PER FOOT AWAY FROM BUILDINGS SET ON SS WAY FORM BUILDISLOPE TO 20'-0''-0' ,ENTER MAXIMUM. pa V I 1 n 00' fFf THF PROPOSED WORE. 1 _ , G $ C c�p t F `'c (sONTRAG70R PRIOR TO FABRICATION OR CONSTRUCTION OF ANY PORTION OF UNLE Ofd BIDE Q ! , IO 2 - PROVIpE NEATLY TOOLED CONTROL JOINTS AT 5'-0' O.G. _ OLJ 'L 3 - PROVIDE EXPANSION JONT6 AT 30'-0' ON CENTER AND AT O PERMITS_ THE GOfJTRAC70R SHALL AFaR.uJCsE AND PAY FOR PERMITS, WALK INTERSECTIONS. i FEES, SERVICE CHARGES AND INSPECTIONS AND SHALL PRESENT THE OWNER QN WITH A PROPERLY EXEc`-UTED 'CERTIFICATE OF IN&IECTION', PRIOR TO t''w �r /y 1 /+ /�� 2'-0' SO. R 3'-b' DEEP CONIC. MAKING APPLICATION FOR PAYMENT FOR ANY PORTION OF THE WORK SIDEWALK LK WCTION 2 CJR5. WCTION � WV55LER DISCH,4RCsE DETAIL � / t► ✓�16,1 X14 I CODES_ ALL WORK METHODS AND MATERIA., SHALL CONFORM TO ALL _ V61TE1 1' 1'-0' _ VBITE2 I' . 1'-0' _ 5ONITA/WO&.)21 cGA alb LOCAL, STATE AND FEDERAL REQUIREMENTS, RE(AUL.ATIONS, AND LAWS, I i ,I I MATERIAL- ALL MATERIALS USED FOR THE WORK SHALL BE NEW. TRADE NAMES DENOTE CHARACTE`.R AND QUALITY OF EQUIPMENT DESIRED AND 8U58TITUTION6 MAY ISE APPROVED, IF IN THE OPINION OF THE ENGINEER I I THE PROPOSED 8U5STITUTION 18 EXPECTED TO PERFORM PROPERLY ALL I i Oo C06T6 A68OCIATED WITH THE REVIEW AND USE OF A PROP08ED I I oO Cw NOIEt SEE 617E PLAN 8U08TITUTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR CAIJARANTEEB. CN THE CONTRACTOR SHALL FURNISH A WRITTEN GUARANTEE TO -- I F 'BOLLARD LOCATION • I I' ■ N N THE OWNER FOR ALL WOW INDICATED ON THESE DRAWIs8. THE GUARANTEE SHALL BE WITHOUT LIMITATION AND SHALL PROVIDE FOR THE U- FUI_L REPLACEMENT OF ANY DEFICIENT WOAND SHALL ALSO COMPENSATE pa o RK n THE OWNER FOR ALL EXPENSES RELATED TO ANY DEFICIENT WORK TI- _-_ A_ - pp o r"; I GUARANTEE SHALL D .MO E IN FULL FORGE D EFFECT FOR A PERIOD OF ONE ,� O Q 8 YEAR FROM THE: DATE OF THE ACCEPTANCE OF THE WORK BY THE ENGINEER WORK.REQUIRING CORRECTION SHALL ISE GUARANTEED FOR A PERIOD OF ONE O � Z O YEAR FROM THE DATE OF THE ACCEPTANCE OF THE CORRECTIVE ''JCRK 4 Or) { Z�• MATERIALS_ uNLEeB OTHERWISE INDICATED ON THE DRAWINGS._ LANUBGAPING BOIL, AS REG7JIRIED . 't STANDARD PIPE E�OLLARD W W �l�I CONCRETE PIPE: NON-REIN+ORGED BELL AND SPIGOT PIPE CONFORMING TO W J LLi Qf ASTM STANDARD SrEGIFIGATION C-14 CLASS 3,WITH RUBBER GASKETS IN / ! / _ 701JItA/908D020 I' I'-0' /R Z 0 CONFINED VES. 601L PIPE:�B AND SPIGOT CAST 'RON PIPE OR SCHEDULE 52 DUCTILE \/ / / / \ W Q IRON BELL AND SPIGOT WITH FITTW30 CONFORMING TO ASTM A-14,WITI4 OQ A� O RUBBER 'O' RING GASKETS IN CONFINED GROOVE8 OUR,WITH COMPRESSION ^ Q TYPE GA WZ T F I TT NCB. Ck�✓ ` Z � � POLYVINYL CHLORIDE (PVC)PIPE: PIPE AND FITTINGS SHALL ISE PVC G g W Q /� AND SHALL MEET THE REQUIREMENTS A= A6 0-3034. p bJ Q V � D COPPER PIPE: HARD DR"IN,TYPE 'L' U .'DEWxROJND PIPINu, GOHFORMING <� TO A8TM 8-88. FITTINGS -:ALL BE WZOIKsHT COPE:R SOLDER ALL _ < Q JOINTS AND FITTINGS, DOWNSPOJT DRAINS: Vt.-IFY LOCATIONO WITH BUILDING ELEVATION 2' THICK 30000P81 DRAT IRON, W DRAWtWjO AND WITH ROOF PLANS FOR DOWNSPOUT LOCATION. NOTIFY V x !EAVY DUTY GABT IRON GRATE. ENGNEER OF: ANY DISCREPANCY OR 01 HER PROBLEM. DRAN8 IN PAVED AREAS TO BE CAST IRON SOIL PIPE OR SCHEDULE 40 PVC. DRAINS IN LANDSCAPED AREAS MAY ISE 'PW S'rcRMDRAIN' SERIES 46 WITH 50% d0 - I _.___ 0 r44 , RIM ELEVATION COMPACTION AND WITH GOMPAGI'ION VERIFICATION PROVIDE GLEAN-OUT _ _ I I _ __-_ ___ SEE PLAN `� AT EACH DOWNSPOUT. USE BRANCH FITTING WITH THREADED PLUG FOR Q ;g 160 I Cn GLEAN-OUT. G --- CATCH BASINS. SHALL BE 24 INCH ROUND AND 30 INCH HIGH WITH 28 NCH SQUARE STANDARD CAST IRON GRATE AND HINGED DRAIN ACCESS �,0 (>c1 A C�� J --- F ~ PLATES FOR GLEAN-OUTS, ALL AS MANUFACTURED BY THE LYNCH COMPANY, INC-OR BY GRATEMASTER IRONWORKS. CATCH BASINS TO BE (� CONSTRUCTED OF 10 GAUGE STEEL AND TO BE ASPHALT COATED AFTER U - T - FABRICATION OQ. --- - _ I -- n IPE INVERT CONCRETE DRYWELLS: SHALL 15E FABRICATED PER ASTM C-418 AND SHALL ri CO OIL TRAP WITH � � t - 411 DE OF THE 817E INDICATED ON THE DRAWING. CLEANOUT WATEF:SERVICE. PIPING, VALVES,BACKFLOW PREVENTION,VAULTS, FUTUIFE GRAD ; T 11 1 METERS, HYDRANTS, AND CONNECTION TO MAIN LINE SHALL BE ACCORDING O `. r ' TO THE REQUIREMENTS OF THE GOVERNING AGENCIES. FILTER FABRIC '� I_r,. _-�_._I �- �- 2_--- DRAIN ROCK Y�J NOTES - BEDDING: BED ALL PIPING ON A 4 NCH THICK LATER OF SAND OR 3/4 A- CATCH BASIN TO BE CONSTRUCTED OF 10 GAUGE (MINIMUM)STEEL INCH MNU8 GRUBHED ROCK INSPECTION OF THE EXCAVATED TRENCH BY b' DIA PERFORATED DRAIN PIPE-- "` -- WITH ALL JOINTS WELDED. CATCH BASIN CAN ISE FOUND OR SQUARE. (RIGID PVC)ENCASED IN b' MINIMI 1 B OIL F'REVENTPLID F1�ZCk ICLEANOUT REMAI NG IN OPEN"IpN OR D TO THE E�.sNEER MAY P}20VIDf FOR THE USE OF COMPACTED NATIVE MATERIAL J FOR BEDDING. PROVIDE OWNER WITH DEDUCTIVE ALTERNATE FOR USE OF DRAIN ROCK AND GEOTEXTILE FILTER i NAtI'/E BEDDING MATERIAL. BEDDING BHALL BE REMOVED TO THE FABRIC �'� 2 SCHEMATIC: - DO NOT SCALE 1- v_._ C- CALK PIPE TO CALKING HUD. NECESSARY DEPTH FOR PIPIN!s BELLS AND COUPLINGS TO MAINTAIN D- SET CATCH DAfiIN ON b' THICK COMPACTED CRUSHED -r-- CONTACT OF- THE PIPE ON THE BEDDINra FOR 17g ENTIRE LENCbTH. ROCK OR SAND RASE. E- BACKFILL AROUND CATCH BASIN WITH DRAIN ROCK [, �� I F- OUTLET ORIFICE D'AMETER ACCORDING TO THE AT7ACHE:D SCI4EDLILE. vvv "RECOVER: COVER THE PIPE TO A MINIMJM DEPTH OF 5 INCHES WITH IT •'"'---' � COMPACTED 3AND OR 3/4 INC!-4 MINUS CRUSI+ED RC::< INSPECTION OF THE EXCAVATED TRENCH BY T!-4E ENGINEER MAY PROVIDE FOR THE USE OF ��$+ �— 41 COMPACTED NATIVE MATERIAL PRECOVER PROVIDE THE OWNER WITH 1+40 I lI T �"—" DEDUCTIVE ALTERNATE FOR 116E OF NATIVE PRECOVER MATERIAL. I. HL-TER FABRIC TO BE NON-WOVEN GEOTEXTI'_E (FIBERTEX 200, OR EQUAL). DACQ:ILL: ALL BACKFILL FOR SITE UTILITIES,EXCEPT AS OTHERWISE 2. COMPACT BAG¢ILL TO STRUCTURAL FILL 6PECIFICATIONB (SEE TEXT) IF �I 1 I I CJS. ORIFICE' DIA. B NDICATED,SHALL BE PLACED IN LAYERS NOT EXCEEDING TWELVE INCHES AC#ILL WILL SUPPORT PAVEMENTS, BLABS OR OTHER STRUCTURAL LOADS. I I i I I I I III I I I DEEP AND COMPACTED TO WX OF MAXIMUM DENSITY AT OPTIMUM MOISTURE AMP BACICF LL AND SEAL THE BACKFILL SURFACE WITH A b' ZONE OF CONTENT. DACI FILL SHALL CONSIST OF NATIVE SOIL AND SHALL BE FREE IMPERVIOUS 601L IF ONLY LANDSCAPING WILL OCCUR AT THE BACKFILL — OF ORGANIC OZ FROZEN MATERIAL, AND BE FREE OF ROCK LARGER THAN 4 SURFACE. n ABO' NCHES IN ANY DIMENSION. IF NATIVE MATERIAL WILL NOT COMPACT, ALL. GRANULAR BACKFILL IS RECOMMENDED F-: R SUPPORT OF SLABS, 03 5°�; REMOVE THE MATERIAL AND ADJUST THE MOISTURE CONTENT THEN REPLACE 3PAVEMENTS,ETC. 150 Iv A6 INDICATED ABOVE,OR REPLACE WITH APPROVED IMPORTED MATERIAL. 4. LAY PERFOR,;TED DRAIN PIPE ON MINIMUM 0.5X GRADIENT,WIDENING GRADING_FOLLOWING BACKFILLING,GRADE TRENCHES TO THE LEVEL OF EXCAVATION AS REQUIRED. MAINTAIN PIPE ABOVE 2:1 SLOPE, AS SHOWN. SURROWDII.4G SOIL. ALL EXCESS 801E SHALL BE DISPOSED OF OFF-SITE, UNLESS OTHERWISE DIRECTED BY THE ENGINEER S. DRAIN GRAVEL TO BE 3/4' - 1 LA' CLEAN, WASHED GRAVEL. tu 5 1=00T1Ws DRAIN DETAIL � DRivr=wAY FR Fa c 7 CONTROLLED OUTLET CATCH k3ASIN d) Lu 6OC/8432I011 1' I'-0' B 90 , - _ ONITA/ 88D22 I y 10'-0 HORIZ _ 5ONI7A/VBITES V ice-- 1 n 44 j� 1 Lu {`— Ci L" I U1 cn DATE 31 MAY I SCALE PROJ. NO. nRAYM CHECKED J AK R1`' SHEET NO NOS. 891.3 30,891661 1,891949 ` 1, PLOT DATES: 4 OF 23 5A/I�J68 - IS:II BONITA/9 &,3-4 OF I � �.v.,�l �� . �Y. I / r , , ��_... tit - - ,.�,- F . '• i i .. .t : low,.--"• n�! �, 'I'1��11'111'I'I'I'I'�'I'I'1'I'IIIII'�IIIIIIIIIIIILIIIIII�IIIIIIIII��III�II'IIII�IIII111lII I11'!'II�IIIIII'I1111111�1111'1111111'I'�'I'1'1'IIIII111I1111111I1111111I1I11111I1111111!1111111 ..,.,_,,,.....,...,rl � '•Sn ,�, p NOTE: IF THIS MICROFILMED I 2 3 4 5 8 7 8 9 110 I I __�� •r j DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. OE 62 92 LZ 92 S2 b2 EZ 22 Iz OZ 61 BI 1.1 91 SI III,I EI ^$1 II 01 -6 9 1 9 SI-• r b1 EI 2 1Net r" ` • ,nlhminu11u111II111IIIIHRL1111:!nLminulm�h1n111111■■ultmhul�unhnl�nnllnll1111l1111�1111ln4�nnlUn�nIIIIIIIIIIIIIIIIlIII1Jnl1If11111111I1111lnI1I1111lIIIIIIIEIIIIEIII1i�IWIIWW00011Iuu11Hdnnhmlmllul►IElllfnlauuliiuWlllllulnuhniliwluH - APRIL 11 1991 i } 1 . ` I 1 - AT F�61"I �rl�bEri 1 P111�GFI A '}I'O�d' OrS.-IIh10 I� IFi+"1911r{m As PNA vY 661.01.1 ?o�folL, r-(fl�tl. . - - -'_----- - - -- - ---- -- '--- ---- -- 116 -- ___ i —--- 9T i__• Ir y r 1 - \ O 1 � . - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- . . ZEN d - _- _ �j' � 6020 RIGO 1a.v .. 1It Vo,'A wLL ��Ny Q Q n `z' v / m VZ71 d z �1 r - - - --- - - - - - -- - ;111`1\, ``� \ D � )• i 1 Q A I >F i � 1 / I n Il,`, D I ' IF \ — 1 1 � ' �` wdbF{fl y - - - - - - - - - - - - - - - - � -t - - - et e'I FoR F"Fl" - - - - - - - - - - - - - - I E t 3 rY'KKIl1B {.O'I aYaU1 .� _ r I 1 A6 p r \ _ J w 140 , 111s IoN C.A AF`t-le- O AR I i^ LAND9CAPINCs ® .~'T E RT. _ = - - /7 \ •ti of c, oLCRbRcWTN FRa.I � _ {� 019T1� 4tA•�E�'!,� ."'IC6.4 - � A - �,' z �j 6o 4* ECi RT. v"a oa n. ___ rlr - _.-_ _ \. r cwll Dov OH ON ea IT. _ 77- ® EDO e a RT. 'Q 11.E TOTAL LANDECN•MO NRA • i'IO66A EO.FT. - LN106GArING S. W. BONITA ROAD � U _— F W ca1.1NoN NAM6 Gv(iNICN_ NM/b 6114 S�Ka PbTE {(� T p. iusrRli.+ PINes HNue NIdR- s- Nr. AS srbPµ % rJrcJGN tPI1E I'1Na19 CsNToJL-S/- b.$' NT 11 E"rz rS1 KAY I G VINO MrPI-8 /.%eF ufGl-IA.7U� I" uurcR TFIP�E 'ft"U rl w: OM1JPd. scut exon. xo. n p sW 6bT CgJrl UcrUlO IM6/R ';iRY• 2"LAUPB/- " - - - - '--' 1/16'•1'-0' 9088 DRAM cTlewm F RNacbo6N cw�r1 FNr,V. '0,00 06u_s" 15"-Ib" NT. JTB AK AVD Cil FNo TIMI^ I'No TIN I� rM9Rf,I 1 .snuorl 4' c.c. 9T.4A3FR6p �' ry(41UND coV6 ` L 1 . ' i'i NIM"6F GRE6PfR EUoN{MJ6 w\RFTUN61 ren rnT9no _ r oATea IVY N6v6N N. 'N�NNI �" bTg IB" orc. — BONITA/WSOG-2 Inomro - m6e a 'Wf •.41'1111)1111111 III111I11111111,1111If Jill 111rIlIq I I 111111111111111110111111111111111117'III/II IIIIIIIIIIII)i III I II IIIIIIIIPfII IIIAI1111111I q'I'I llllll11'IIIIIIIIIIIIIIIIIIIIIIVIIIIIgI IgTf: IFNI wmlovwBE I 2 3 4 5 ' ^ THIS "1111 19 IS WII"M BB QALItY ae THE MIGNAL Of E2 B2 L2 92 SZ K E2 22 li 02 EI 81 LI 81 SI ♦1 f1 21 11 01 6 B L 8 S 1 f Z IM'M nulluduulunluu111nhx11rrolwllnngnrlrrwlux11u1Ln111xdm11wnluulrnduululVwlllmin111mduulnuhu111nlhw mlllNllnlllnullu111ullulJnullwhmlu1111u1I1u�I1111uuluunnluuluu11111Iutl�1111IuuI1111Iw11unlnllLulllWlnn p . APRIL 11� 1991 1 4 32'-0' o 5 w 1 z 5 RISERS AT 1' 2'-II' 4 RUN AT II' ■ 3'-6' SEE DET 68- 6-1 9 R 1 G1•N :r r 16, 105 --1 E `F) O CN tn --- ei N r. N 0 u- 0 D JQ � - _ _ N I1 1 l 0) ll[Ll <9 tV J ul W W c) 6 z LY yl Z a � o `Q S9 0U W / ` Z I 61 w Y vi OF M M C14 " 0 41 A-4 A-HMIO g'•19' % E-HJ ,LADDER 70 ROOF r 61 HATCH(ABOVE) I 9 Q I �.�. I S1@Elq.:tCE4IIDyLE Y , 6 \ �,LADDER TO PLATFORM� C BEE II A C� C E © �'�J p/ �� -G � ® bIrl-----,,--DOMESTIC RISER ( - y - - - - - - - - - - - -I I B DRIVE L _ _ - -- - I - -- -- T - - - - - - - - DRIVE- \\SPRINKLER RISER DRIVE - - I DRIVE - _ - - - - - - - - - - - - - - ANOPY ABOVE ~ I I \ CAN -" - I 1 0 '4'-®" Ib'-0" 4'-m 11'-I'd' S'-g' 6'-b' -b 6'-b• 77 L 13'_e, _b 8'-6' 4'-®' 11'-0' 12'-fd' lir'-O' _14-0' -® 14'-0' 4'-0' 6'-b' -b 6'-b' _ S' b' -b 6'-6' 4'-0` 1;.'-®� -- 4'"21'µ'-O' Ib'-m' 4'-Om' ----- FINI&4 BCHEPULS WALL BYMOMS ROOM NAME ® 1 IR' GONG. TILT-UP WALLS PLOORFIHI&4 ---- ----+ A/4 G K 9 ITTITMITIT EACH SIDE 8 AT Ib' ON CENTER WITH 5/S' GYP-BOARD D ' FLOOR PLM A - EXPOSED CONCRETE GLAj O 3/31'■I'-0' D CARPET / -'� 2 X b STUD WALL AT 16' ON CENTER WITH 5/6' G - 81-IEET VINYL GYP BOARD EACH SIDE D VINYL COMPOSITION TILE E - OTHER oNOTES, AT DEMISING WALLS EXTENDING TO OR ABOVE CEILING I ■ IAM - - ---- - OR ROOF FRAMING,PROVIDE DEFLECTION ATTACHMENT 4 - 4' R IMMER VASE AT TOP. 5/0' TYPE 'X'GYP BOARD EACH SIDE AND R-11 6 - 6' VINs"L COVE INSULATION. ww++ '' R-II INSULATION AT RESTROOM WALLS OR AS NOTED DOOR SCHEDULE ------+ ,,''11 F - EXPOSED CONCRETE AND PAINT SIVE _ TYPE - NOTES G - GYPSUM BOARD AND PAINT O H - SPECIAL (AS NOTED) A 3'-O'x 1'-0' STOREFRONT _ X - EXISTING TO REMAIN FlACINCIA41- S., MOy $ B 3'-O'x 1'-0' HOLLOW METAL --__ MILIT G - ---_- – C 3'-O'x 1'-0' SOLID GORE UUPLEX 170 VOLT OUTLET 17 INCHES ABOVE FINISHED--- J - EXPOSED ROOF STRUC-TURlE FLOOR LEVEL. ca pK - SUSPENDED ACOUSTICAL - TEE DAR 6�6 x 1!'-0 OVER1aEAp_ VERT.LIFT_ DUPLEX 120 VOLT OUTLET 40 INCHES COVE FfN18HED a L - GYPSUM BOARD AND PAINT FLOOR OR AS NOTED AT PLAN. DATE r�I I 1 N E U'-O'x 14'-0' OVERV Ap HIG14 LIFT— M SPECIAL (A.3 NOTED) 'J IO'-O'x F 14RH --0 OVEEAD---- -HIGH LIFT--, , 4 FOURF'LE>( 140 VOLT OUTLET 12 INCHES ABOVE SCALE PROJ. N0. CLILING NEICWT `-- - ----- - - - FINISHED FLOOR OR AS NOTED AT PLAN. /32'm 1'-Q> 9088 6 - 8'-0' SPECIAL OUTLET WITH vOLTAGF AND HEICsHT ABOVE I - g'-0', FLOOR AS NOTED AT PLAN. DRAWN CHECKED 1O6- 10'-6' 13 13'-0' TELEPHONE OUTLET WITH`CONDUIT TO ABOVE l%EILMG. JAK R'"I X - EXISTNG TO RIEMAN LOCATE 12' ABOVE FMISHED FLOOR OR AS NOTED. COMMUNICATIONS OUTLET WITH C40NDUIT TO ABOVE "EET NO CEILING. LOCATE 12' ABOVE FINISHED FLOOR OR AS PLOT DATES, NOTED AT PLAN. 5A0/Nl59 - 10,25 5AVISM - 6,57 F EXPOSED PLYWOOD 5/15/Isbg - 10,36 6fIr H, 5/6' PARTICLE BOARD LIGHTED EXIT SW4 FERMI? NQS. :i>.09166iJ,(�91.94� M LXPO6ED JOISTS 4 PLYWOOD BONI TAM088A-1 OF 77 BPI pAv. MMMMM. ■. .<.,,,,AI'� 'cy. ., ,�,,,,_ �na„rnw^.,.m_...�,e.,wY�IN�'!-�",•""°"'• a .., ., lII''/{11'IIIII111,11'{111'11111'III'IIIIIIIIIIII,I'II{II1{IIII�IIif>n{Illllll�Illlll1�111111 IIIIIIIIIIIIIIIIIIIII111'IIIIIII�IIiI1�I{IIIIIIIIIIIIa�I{IILIIIII111IIIIIIIII1111111I1111111I111 �,,......_.._. . ' �I','� .• 1 I �1 11 2 3 4 5 6 7 8 9 10 I � ry NDTE: I F TH IS M ICROF I LMEU I I _ ~' -----12 1 AR J DRAWING IS LESS AN THIS NOTICE. IT 15EDUETMTO TNF. QUALITY OF TFF ORIGINAL _-_-- — i.0 f DRAWING. OF 82 8i' iZ 92 S2 102 E2 ZZ IZ OZ 61 81 it 91 SI bII+ E1 21 II 01 8 9 L 9 S II, E t I"•i" 301( ��11{IIIIIIIII{1111IN1I{NNINII{1UI`ILII{IIIIIIIII{IIIIIIILI{lUl�11u{I,NIun{IIII�IIII{IIIIIIIII�IIGIIIII�IIIIIIIII{I111Ii111�1111Ii11If1111I11i1�1111�H11iNIlllill�i111{N11�N1t{u11�11nI11u{IIn�tUl�ln►L)Illu,dnn{nnI1n11NuIIwINWnIIIUIILl1l�llllullllllllllllwlllll - � P R I L� 1 A � . 1. 1 1991 t; n I; I:. I. . �. ".ltl3lt+�.,o.� :!�4'•�(� t',.. 1 z . A!•'l t .r Ijp 1.�` •'M.^• x. ,�: •. E• '�� .�#"""`.. ; �p{ TC.•'`.� j'�;" J '�. ��'F� y 'y.. `�?' -�'i<,y� 1,.y�+ �y �.�y -`� �'r .:,.fig n',9. t.. {,. i* it" z _. .�.'- ! �" d.. 'S`�hje �,.lA'"�r` r a '�o, j ��~ 4h';''' �'�tiFl"i -;i. k�n ', s �'.y ,,�..ya '�?-.;. �� 4jy�r �'''�I �,.� .,,11,6 t ,r?.•. PAINTED GALVANIZED COPING F•REFINISAED METAL SIDING GANGS �OClri'PER ,PAINTED GALVANIZED COPING (MATCH ROOFING)AT ACCENT DOLOR DOWJBPOUT (;` GANOt<'1' ENDS./CANOPY PAINT ACCENT COLOR \ 6CUPPE'R AND /DOLNSPOUT (DE Y CMD) ,C-ONC. TILT-UP WALT. 77M 71 lill In SN� rl _4 -------------- bim ----- - ---- ---------- ----- ------ -- ------------- ------------ -- -- ------------\+�� - 7=_7 --L------- ------------------ ---------------------------------- l----- 11'-O'x 14'-m' OVERHEAD DOOR 11'-O'x l4'-D' OVI P"AD DOCK W IPERe I'-&'x 9'-O'OVERHEAD DOORS DOORe(TYPICAL.) (TYPICAL) F A A-2 A-2 WEST ELEVATIONA-2 Q B SOUTW ELEVATION cl Inb'-I'-D' C) z /ACCENT COLOR PAINTED GALVANIZED COPING �I( CONC. TILT-UP WALL %,<g j �'� METAL CANOPY\ ------ _ -- ---- COJC. TILT-UP, WALL 16 )k i I M,()A Ll --1 FK PLR --- --- -------- - - ---------------- -- -- ---------- - --- - -----__-___ -_---- N I N 0O C EAST ELEVATION \1�'-®'x 1z' m' OVERHEAD DG OR D NORTH ELEVATION 0 _ I/16'-I'-2' I/Ib'•I'-m' O t\ R-11 INSULATION Z Z WW O w O w WO ZZ a 0 oQ 0 0 CL SUBPURL INS z 0 Lw > U� PURLING(SEE PLANT u I L.J i `_ GLULAM BEAM/ J (SEE PLAN) w Y C�1 r7 OVERHEAD DOOR ( COLUMN (SEE PLAN) y I PANEL BEYOND%,,"., I AN II i I � I --- L w CONT.FOOTING Nts.' Jl E SUILOM SECTION BONITA�'2WSSBS 1/4' I'-m' li R-II INS(' ATION, CONC.WAIL\ I --- - � SEALANT,\ / ZZ GA GALV.WrGLET W/SC1EUP 1 PLUGS Lu BUDPURL IN8 TO CON,.:. AT e' O.C. i (y— PURLINS (SEE PLAN) GLUCAN BEAM ('SEE PLANT � 4x4 CANT Ci h COLUMN (SEE PLAN)% 'V - - - - nETAIL O _ eoNITAAmeelAa 1/2' . r-m• � O ! lu Ca to DATE I _ _y I M SCALE PROJ. N0, DRAWM CHECKED /� � DONT.FOOTING BEYOND PARTIAL. 1BUIL0INCs SECTION JAK CsVt --r---- CE FL07 DATES, sSHEET 40 K i �---- r•W�• , i 1 DONITA W60562 1/4' . I'-O' 451,11M - 12,14 b5 - 20,2 rv,r117 oas. 991''0,89I66),bViv, --____- 5A31Mb - e,51 7 CIF 2.7 SPREAD FOOTING BEY OND Dn6/NJ66 - 11,64 , b/13/RM - 9,66 A 2 BON I TAPB088A-2 OF WIN I lip w" ^.w"'rw" ��'�rv. .,,m.l'INAN,., ,meP4y-•- -ac;r+e�a«gr; „'+ MIRXtI+' 7„e•. ., .w ..-.... ..m,. .,n,q. .. AITf M11111�►11111111111111I1111111I1 II1111111111111 11111IIIIIlil�1 I�lif�}11111111 111111111111 If ISI 111 1p ill) 1111111 1111 1111111 1111111 IIII 11 (IIi1�1 'f�lil�Ill�li111 I�lilllll�lilll I I I I I I I11)1 I 1 I 1 I + 'r"r-'----_- NOTE: IF THIS MICROFILMED 0 �� 12 R DRAWING IS LESS CLEAR THAN , THIS NOTICE, 11 IS DUE TO TIIF QUALITY OF THE ORIGINAI r DRAWING' OE 6Z 97. a 92 SZ ►Z EZ ZZ IZ OZ 61 91 LI 91 21 rl QI LpI II 01 6 9 L 9 S b E Z I30X sn.w I.uhIuIHHLU1111I111IIIh11dI11Il►n;h'nlun11111hu1hHlb(I16ndH1II�I1lhnlbollunluuhulllu1hn11nnh1ululilulilnnlnulnl�lan6uliunllnlhullnulunlnllbullun)Iwlllulun!unhullHuhu))nnllwl1111�nl�luu61ulwlluulnulunluuhnl APRIL, 1991 PAINTCU GAL V. COPING 9� / 6 4 7 BUILT UP ROOF ON PLYWOOD UEC1C7 - .n 1 ^ 2x4 81J111111M1RLINO II _. ( 0 0 IIT 4 �jl 4 a 12'x 12' CLEAR.FLAe"ED R-II INSIALATION —4 5 SGUPPEN OPE.NMG I I �� w 1 j I THROUCAH WA;-1. 8' HkaH x 10' DEEP x 18' LONG vARIEb VARIES ZZ GA LEADER HEAP W/ --- d-t-I&TWI ?. wl E _VRUCT. GONG. WAIL w» I/2' GAL V. MESH SCREEN �' <> � � �';�� - ---- i 8E ALANT hz _- ' ,22 GA F'REFINIBHED REGLET R-II INSULATION BETWEEN' GOMC. TILT-UP WALL I{ -- - - _ I CONCSCREENS AND PLUGS 'O &4M-PURLINS W, VAPOR I I BARRIER GASKET TO M/TAL ROOFING z r ILI5 DETAIL r � hyy BONITA�,2W886A3 I'-0' tl1�E130�1 I I I ( McGNQp\ I I I I�lj) �----- i Ln i ( Z I N I.1J N N CONC.TILT-UP WALL U. .-. I� I --- TILT-UP WALL PANEL 0 II I I O a J Z o N Illjjl! I, I W J zz 3 Ww III ` cr UJ z - I r,_ —TILT-UP WALL PANEL - O I!I I Z Z f I IWOOD FRAME CANOPY WOOU FRAME GANOt- Q SEE DETAIL IIAS-48EE DETAIL IIA/S-4 I, I >- PREFINISHED METAL SOFFIT FRAMMG At REGE88i� OVERHEAD DOOR / PREFINI8HED METAL U-3j I' ROOFING ON 3V FELT 2xb'* AT 24' O.C.W/R-II I ROOFING ON 300 FELT Y N6ULATION AND 2x4 DIACPONAL BRACE AT 4'-0' OCG.W/(2)-2x 2x V4' ! 'I CLIP L. AND Irl' DIA.PARABOLTS \ `II � \ v1 -- b' SGIUARF_ D.S. BEYOND AT CONCRETE \ Ij I I pq BANDS t'] l I WITH 2' WIDE HEf✓A`1ED OP AND BOTTOM \ I 1 II AT 8'-0' OIG. MAX. P WALL BEYOND \ BEYOND ],\ DBL. 2xb W/3/4' I 4 k b P.T. LEDGER W/ - PLY.WOOD BHIM\ UV F'B. 4'-0' 0/G I Ix CEDAR TRIM AND H2b TO EA JOIST GUTTER AND MDO PLYWOOD SOFFIT DOU.NSPOUT I \ I� BEYOND ( IIx CEDAR TP.IM BOTT�OF ,CONCRETE \ AND FINISH SOFFIT ! \ \04 \ i ( i 6EAI'ANT --- A-4 �A-4 BEYOND I `5/8' MDO PLYWOOD SOFFIT i 3/4' CHAMFER I 8 Irl' DRIP Rf-:VEAL 4_1I -4 -4 OEYOND �•5/8' GY'P.SOFFIT BD. i INBIJI�GLA88 W/METAL EDCaE AT .TILT-UP PANEL BEYOND i STOREFRONT FRAME PERIMETER X I i I' INBULATNG GLASS 1 IN STOREFRONT FRaAIE I I , i I 41_D° O i I { I I ---FC'P MULLION- AT DTOWNSPOUT TRANSITION I, I PRE11MO FILLER coNc WALK/BLAe b' :-)14, STORM DRAIN j141 PER PLAN 011� I /INLET AND CLEAN OUT. SEALANTSEALANT I 4' CONC.WALK BLAB / PREMOLD FILLER V i I SEE PLAN FOR SLOPE I ri j I (�j 0'-00'FIN.FLR L —� FEE. �•, , .. }---`. - ---- - -- -- �' FIN.RLR FE., _ -- } k1A*194®r PREMOLD FI1 LER �`'�PRV1MP FILLER ? ! ( 1 VPERIMETER INSULATION AT WINDOW ISI \ PANELS AND WCE86EB PERIMETER INSULATION AT' +'� . 'R 4 I, DOCK BUMPERS '° \ ui WINDOW PANELS ° go 'pp: •' I' (2)PER DOOR ILII AND RECESSES ♦ 2 I 8 II I •b: •b: ' ( I I 1 � F 9.4 I It A. IIIII : ... .�• : .., •e jd' I --•--� f ij' I :•• •.� : .., ' 1 ILII `t 4 .• +. ♦ I �w�0. �Q DATEI-jell, 1 bi II ro,�A•� SCALE PROJ. NO. 1 SECTION AT STOREFRONT _ 2 SCTION AT o1/ERN Ap cmvE DoOR 3 SECTION AT }RECESSED all OW4EFFzIONT ' ♦ DRAWN CHECKED DONITA/W"OECI 3/4' - 170' BC1NITAdv50886EC2 3/4' - I'-0' 8ONITA/s08ASEC3 3/4' ■ I'7 0 +b: • e:.': JAK c VT 4 SECTION AT DOCK DOOR PLOT DATE,, SHEET NO anlnSM - 14,K2 F"'EF�'I11 T hIf7S. 891 '��.89166�,E191.'?/I"a _ DONI7A,^f0886EG4 3/4' I'-& D/12S12,3 !/11/1A89M 12:b - t5/IS/1989 - 13,14 e OF 2.7 BONI TA/W88,4-3 OF li. .. III 11111 t I ! t 1 1 11) III III III 111 Ill III 111 111 III 111 III SII �1� 1 a I I ► 11 I I I A 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 t 1 1 I 1 t 1,, In 1,l 1,1 1 1 1 . l l 1 I III I I' I III III III 11 1 I I I i I I Jill I I I M I I � I I 1 I I ) I � I � I ( I 1 1 1 1 1 1 1 1 �I 1111111u + n NOTE: IF TH15 MICROFILMFD —� ■ DRAWING 15 LESS CLEAR THAN i THIS NOTICE, 11 IS DUE TO THE QUALITY OF THE ORIGINAL __ __.... -____.__ DRAWING. OE 62 92 L2 92 Si I►2 EZ ZZ IZ OZ 61 91 LI 91 51 bl —61 $1 11 01 6 9 L 9 Z b 1E 2 I„..w. ,nIIIIIIIUIIInIIhulluHlnulnitllnllllnll1U11111111nluoluu�uduUlun11111�11!IIIIII�IIIIIIIII�IIIIIIItIII11111111JII11111111111111111�III11N!I�IIIIIIIIILiIIIIIIIIIII111111I111111111III1111U1I1111�UIIIIIIIIIIIIIIIIIIIIII�IIIIIWII�IIIIIIIIIIlIII11111111�IHIIIIIIIIUIIIIt1 fit i APRIL 11J 1991 �PANTED GALv. NOTE /D ADI PLATE - SEE COPING % b c - TDE -_ WHERE ROOF IS LESS THAN 12' 26 GA GALV. PREPAINTED - - - T6W---- CONTINUOUS FULL WIDTH m EXTEND BABE LOW TOP OFIll OVER WALL FFLATLOCK SEAMSI AP 4' / CEDAR BEVEL STRIP ON P.TPLATE 112 x 1 f C R FLASHED 9 ISN R 24 FLASHED u AND 2' DOWN OUTSIDE MIN. OVER ROOFING. NAILS . In THRII TIN GAPE AT 4' O.C. W/ STANDING GALV. PREPAINTED COPING ANDING SEAMS AND CONGEALED BUILT-UP ROOFING 12' COATED W/ FLASHING \ s COMPOUND TOP AT FRONT EDGE � MINIMUM UP WALL TOP OF WALL �itirr uw DEa�c _ T O.W. \ ' 26 GA. GALV. PREPAINTED- Y BACKWALL FLASHING W/ FLAT _,r-- vAREe - vARIEs CAP SHEET LOCK SEAMS, 3' MIN. UNDER - _ —TDIr-- \ COPING. NAIL TO TOP PLATE. 26 GA. CONT. CONCEALED 4 • --- -7nT.---- I I CLIP. NAIL TO PLATE 2n4 e11pPL9LL619 _ 'r— ----- 1 y I Iii I I � SEE PARAPET DETAIL � J � I � IIS HIL,� i CAP SHEET SET IN/ III �I III Iii COMPOUND. ALL SWEETS RING I'HOf� R-II INSULATION BETWEEN' Ill III BACK MOPPED aIe-PUR.Ne W, VAPOR Ip lil, 5 COPIll DETAIL BARRIER IIS' II „ BCNITA/S613DIm I• . I'-0' a L '✓ r 6, r 2 ADDITIONAL PLY SHEETS SET IN FLASHING COMPOUND W M.BN CANT STRIP A PLT-SHEETS (TYPICAL) FRAMING AND DECK PER STRUCTURAL ^ N Y Z 4 PARAPET DETAIL W I _ pONItA/SSI3DET6 I' . I'•O' O LL N y 4EFM �Ji r II 9PKL GORIER MULLION Z II�uj1 M 16TOIEFIK)11t PIRATE W w,u..wr J _j o _ 00 � z - L T. C4NC. WALL,PANEL - CONC. WALL P I � D III _ -- `Z w • _ 2 �IIIIL J VIII Y w Y I ISI I'' GOND,FACE/ 3 i 6 RECESS DETAIL RECESS DETAIL DDNITA/643]ID}D I IR' . I'-m' _ DWItA/eA3]IDI1 I IR'I'-m-m• q n 4 IR' AJf ED U/RER TILL 'ON WN P NOIR-ATT". ..6e N 6TORElRC:ir IIAI YR 4 0'MULLION y� T s •6•GG C FAD T 'F V ; R Fila 6OFFrt >r 9 FILLER PIECE CQHC.FADE jl 8 RECESS DETAIL 9 1ZECE88 DETAIL _ BQHITMOEDDETI Iq' • f-m• DQtlrt49meIXJET1 I/}' . p-0• l INSLATED CdASS� TILt ROOF HATCH ul WALL DBL.}x EACH 61DEWATCH —.. / — gOgFW.AND F�HIM ��- PROVIDE DEL D AT ERM ER. uj VARIED "— WITH INTEGRAL CURD. i. 4 F 4 DANT PROVIDE DBL.]W 4T PERIFEtER O TOP CAP RO4w 91D b 3 m R = TOP IRLMI6 WITHIN 4' CF TAF,HT. TOP MJLLIpJ 4 PHONE ROOM LADDER,,_ Q GUARD DAR - LEAv£ ]'. IS' SENT I/4' X N 'PD.CLIP MELDED TO EA RAIL W/In' X 4- • LAG OR 3'OPENNG At ANCHOR DOLT. PROVIDE AT TOP 161Y LADDER AND D'-m' O.C.MAX. 6/6' T AND G PLYWOOD PROVIDE SOLID 51-00" O _3/4' ♦ STEEL FLY!DRILLED AND WELDED •Ip'•p' A15 REd11R[D T o ILS PROVIDE AT EVEN SPACNG PFaEI"OLD FILLER YRNilLAIE pAQffILL ] b AT Ill, OL ] R' X 3/6' STEEL RAILS SPACED NR'.FADE Z —,0,-0p. O'-0' / O_0 SIDE P EDGE AND BOND TOP. �._FFE. EI6ER- ]X b WOOD STUDS I Iv OC.Die GD TT o Al 8° +�yP g qgS " - ]•n]' n V4' n]'WlLDED CLIP AVGLE � TO INPill AENi1O ENCASED +. ELEciRIGny ROg1 /4nb BLOCKING N S DTTAII N TY�HMYaEm& R-X Aid RCpU TER TAH g.48:e 49011 FILTER PApND 0 - FINISH FLOOR tj CLEAR LADDER TO ROOF HATCHk Z, O _I'LlKNITAh6613DCiG I' • 1'•p' I. PROVIDE SPRAT PANT 61GN ON ELECTRICAL ROOM WALLS TO READ NO RHONE EWIPIENT • ALLOWED. VIOLATORS WILL BE EXECUTED, ' I ORANGE SPRAT PAINT ON WHITE BKkCsROWD. 1 • KEEP ALL AMONG COMMIT N CORER LOCATION AND STIR TO LITER FLIOR WERE POSSIBLE oA2 RPI CONDUIT I.1P N RISER VESTIBULE. DRIC. 3I M``Y 3. BF AY ALL il— 1 6 Will ONE COAT OF WHITE PANT SCALC IgGJ. N0. 3/4'.I'-0' 9088 N\ SECTION AT WINDOW PANEL 2 SECTION AT REAR WALL 3 SECTION AT SIDE WALL © SECTION AT RIBER/ELECT. RM. DQJRANLODSSECI 3/4' . I'-m' DCNITAM6D6E4 314' 1'-m' BQ41iblD6NCCT 3/4' . I'-O' BDJITAKAKAI-S !/4' 1'-0' OgANN CNF.dtEO JAK GVT ITT NO PLOT DALES. 6/A/IDI]A9MJ - .51 V{ III= •IN.M it PI[TNLl>, N913:0,']`,'166<I,8'.I BONI /9yBBA-4 � L .I RIiL,Rt111 tT IR 111gRIl1R IIIRIgIIIIIIII II Rt II11111)R IRt1Itt RIrtIIR1t IRITI IITIR IRIIIIIIII IRt IIRIIIIItll�flllRplltll Rt RIIIIIIPIII IIIA Iq IlRp Iq IIIPIRt1,tt 1111'11 III1p I111llpllpinl 1�"._. R HDR: IF THIS 91MI'ILRv 1 ¢ 3 4 $ D 7 0 0 r(7 I ___^Z DdR11E IS LESS CLEAR THM THIS Ill IT IS DUE m THE PALITr GF TIE DIIGINAL — 3OX1t, SIR• OE S2 92 12 92 92 F2 62 22 12 G2 61 91 LI 91 SI SI EI 21 11 01 6 9 l 9 S P E .,n6n111NILIuhlululdTNILINLNdunhullulltwdu111N116NJ11NIN116uduulunluu61nndnnLlnhwLGlingllulnuludmdnnhnduubnlluJWII9uLulLnAmllmJurdunlnuhuduulmd9uluE61u1u9111nlwduulunlnldnuhm 't, APRIL 11] 1991 ' . l GENF.RALyIFIC,ATj� DIVISION 2 ._SITE WORK b. 2 /5 under x opening plus 2'-0" each side. QIVISION 1 GENERP.L A. G$RLUL C. 2 N5 each side x full story height. DIVISION 6 CARPENTRY H. FINISH HARDWARE 1. Geotechnical Report - None d. Provide 90 degree hook for hars at openings if 1 HaHARiWAR A. " EBA1. IL required extension past opening cannot he � 2. Acceptance of Site. Bidders shall inspect the site and obtained. A. ROUG'U CARPENTRY Butts - Stanley + Closer - LCN z 'These specifications are general in nature and are 6. Provide 2 N4 continuous bars at to and bottom and at 1. Lumber species and Locks - Stanlchla 3, Orbit design Flush Bolts - Ives O intended to set minimum standards for construction be familiar with typical conditions in the area and the P otherwise shown on glans to be as follows unless � materials. Conditions under which the work is to be performed. discontinuous ends of all. walls. p (WCLD or WWP Rule 16) Cylinder - Sc,.:age Stops - Ives 5 Workmanship shall be controlled at good y y The site shall be accepted in its existingcondition 7. Provide dowels from footil. s to match all vertical a. Joists, beams & stringers Douglas fir N2 General Contractor. 9 quality b the and no claim shall be made for any conditon not. shown wall, pilaster and column reinforcing. Poured in unles9 Thresholds & Weatherstrip - Pemco Locks - Ives place columns and walls). ( noted otherwise P p w 2• Design Criteria: on the drawings. PushPulls & Kip:k iotas - Ci co 0= R of Live Load 25 (snow)sf 8. Lap all bars in intersecting footings 1'-6" or 30 b. Bucks, blocking, bridging, Doug. Fir N3 or Coordinate bL.tt size with requirements of K.D. frames. 25P at 80 mph Exposure B B. QUALIFICATIONS diameters whichever is greater. & mise, better Seismic Zone II I. All bidders are to be experienced with the type of work 9• All wall reinforcing to be placed in center of wall C. Stripping Treated 2 x 4 Doug. All hardware to be U.S. 26D (626) finish (satin chrome) an conditions where the work is to be performed. unless shown otherwise on drawings. Fir y3 or better except where otherwise noted. Soil Bearing 2000 psf Dead & Live Load l0. Extend reinforcing to within 1" of wall and slab edges. d. 2 x 4 Studs Doug Fir "Studs" or 1500 psf Dead Load Only Contractors shall be responeiL..A for the selection of g y 2. K13Xil19 the materials and methods for accomplishing the work. 11. Contractor to design and provide additional reintorcing "Std" and better B. COPES AND STANDARDS Special attention is directed to the conditions at the as required for lifting tilt walls. e. 2 x 6 Studs DougFir N2 or a. Locks of ll system. fidoors shall be master keyed to a single 1. Uniform Building Cod® - 1985 edition as amended by the time the work is to be performed. 12. Slab reinforcing to be supported maximum 4'-0 better K.D." .on b. Prepare a keying schedule and coordinate with owner center each direction. f. Sills, ledgers, plates, Pressure treated 2. Contractor to Comply with all state and local codes, State of Oregon. C. CLEARING AND,STRIPPING etc., in contact with Doug Fir .Y2 or prior to keying locks. ordinances and standards. 1. Review requirements for protecting existing vegetation CONCRETE_Mix concrete and roof curbs better C. Provide a minimum of 2 marked keys for each lock in D. 3. Wherever codes, ordinances, standards, etc., are (trees, etc.) before start of work. 1. All concrete to be provided by a ready mix plant with & cants buildings, each master and grandmaster. Deliver keys, referred to in this specification, it shall be assumed 2• Notify engineer immediately it unusual conditions are an established quality control program and standard 9• Posts, columns Douglas Fir wl with permanent keying schedule showing key marks and to be the latest edition unless otherwise specifically encountered. deviation data in compliance with ACI Requirements. h. Plywood to be C-D grade with exterior glue unless doors operated, to Owner prior to occupancy. < identified. 3. Site shall be cleared and stripped of all vegetation, 2. Minimum Mix Requirements: otherwise noted on plans. See roof framing for C. 4PTI0NS__AND ALT S topsoil, and organic materials. Remove and dispose LQCat�A QDp�=essj.a Slum Hilt Admixtures nailin wood thickness, and span index. r) 1• '_'AI.tBTlllftes„ Refer to bid instructions for off-site except for the best top soil that will be 9. ply Strenath Cem, i. Glulam beams - fb = 2400 psi. (Min•) C=91lt Simple Spans Combination 24F-V3 3, Nardware Schedule needed for landscaping (no limbs, roots, etc. permitted Cantilever Spans Combination 2.4F-V8 a. Exterior Schedul "alternates" requested with proposals. Contractors may over 1"0) Stockpile topsoil on site for later use. Footings 3000 0-5" 5 None Columns Combination 1.0Mandoor also submit proposals for use of other alternate 4. Remove all stumps and roots over L" diameter. materials and methods for approval. Allow minimum of 5 Industrial Appearance.Slabs on 3500 2-4" 5 1/2 WRA 2 Provide fire blocking where required by code. Lock D53 PD plus B160P days for review of proposed alternates. D. EXCAVATION Grade 3. Connectors: Weatherstripping - 114PFPs 2• '_'Qp " shown on the plans may be used at 1. Excavation for footings, piers and slabs to sizes and (Interior) a. Tie straps, framing anchors, hangers, stirrups, Lock Guard No. 184 (Lock Astragal) contractor's discretion. levels shown or required. Utilize straight edged column caps, column bases, etc., to be "Simpson" Rain Drip - 346A x 38" (at framehead) J. See "Instructions to Bidders" for provisions relating bucket to minimize soil disturbance. Clean all footing Slabs on 3000 2-4" 5 1/2 WRA, AE or equal, or as detailed. Prime coat Butts - FRB170 4-1/2" x 4' NRP 1-1/2 pr. to substitutions. excavations of loose material by hand. Grade and miscellaneous steel. Fully nail according to Sign: Door to remain unlocked during business hours. 2. All over-excavation shall be backfilled and compacted Topping Slab manufacturer's schedule using largest size shown. Stop - 403 1/2 U. SiENEBGenera SPECIAL onnfy'QIs pub as "engineered fill" or with concrete to same (Exterior) All beams and 'joists not bearing on another member Door Bottom - 222AV 1. General Conditions as published by the American specifications as footing concrete. to connect with "U" type hanger unl otherwise Door Top - 377V Architects (AIA Document No Institute of . 201) shall be 3. If over-excavation is required to remove soft spots Walls and 35v0 2-4" 5 1/2 WRA noted. part of the contract the same as it bound herein. resulting from conditions beyond the control of the Columns b. Storefron Copies are available at the engineer's office. contractor, the contractor shall receive additional b. Nailing - All nails specified in the plans to be Closer - LCN Doo14m60 surface mounted 2. Modifications of General Conditions (see also compensation. Notify engineer before proceeding. common Halls unless otherwise noted. All nailing �� 9• Miscellaneous 3000 0-5" 5 WRA shall comply with UBC Table 25Q, nailing schedule. Lock - Adams Rite di 1to0A Inside thumbturn and Instructions to Bidders under separate cover). 4. Soft spots created by the construction activities and locked/unlocked indicator. a. Wherever the word "architect" is used, it shall be special requirements for the construction process are WRA = Water Reducing Agent Cylinder. - Schlage. Compatible with lock and �{ understood to mean engineer. the responsibility of the contractor. AE = Air Entrainment keying b. Article 2.25. Drawings and Specifications. 5. Do noC excavate closer than 1-1/2:1 slope below base of systems. Twenty sets of contract documents will be provided footings unless approved b engineer. I;• 511EEL1]&TAL-BI!�ELBSliIN4 to the successful contractor. 9 PP Y 9 3. Use type I cement, per ASTM C-150 unless otherwise 1. Fabrication and installation of sheet metal items to C. Interior Doors n 6. Stock pile subgrade material to be used for fill or for v approved. comply with SI4ACCNA "Architectural Sheet Metal Manual" Butts - FBB179 4-1 Z 3. Property Insurance. Article 11.3. Contractor shall site grading. All excavated material not approved or latest edition. Stop - 407-1/4, B-10 XII-1/2,2, 1-1/2 pr. � maintain the builders all risk insurance as provided in required for this use to be removed at no additional 2. Copings: Lock - 40 PD 2-3 4 B.S. N articles 11.3.1 and 11.3.1.1. Maximum deductible shall cost. Grade and cover stockpiled material as required 4. Aggregate size to be 1-1/2" maximum, unless otherwise a. Typical copings to be 24 gauge ' / (or Latch ATOS if be not more than 28 of the contract amount except that to afford weather protection. YPg 9 galvanized steel, specifically indicated). approved. Do apt use 3/4" - Aggregate in slabs on shop rimed or prepainted with factor applied it need not be less than $15,000.00. Contr,:rctor shall P P P P Y PP grade over 4" thick. thermosetting acrylic, color as selected. d Doors be responsible for all losses (cost) due to deductible. Q1 FILL MATERIALS �f.J� INSTALLATION 9 Y . RSIFs~tiroom 5. rth or O 1. Notify Engineer when fill areas are ready to receive Water Reducing Agent (WRA) shall be pozzol 3. All scuppers, downspouts, flashing, vents, etc., to be Butts - FB8179 4-1/2 x 4-1/2, 1-1/2 pr, O D 'n E. EXAMINATION OF SITE AND CONTRACT DOCUMENTS material. approved equal. 26 gauge or as noted on drawings, galvanized, shop Lock - A405 6. Air Entrainment (AE) shall comply with ASTM C-260. primed, or approved. Closer - 4010 e 1. Contractor shall examine the site where the work is to on-site materials, free of organic material, may be 4. Guarantee watertightness of roof flashing, copings and Stop - 407-1/2, 436 brushed aluminum -� Z be performed and ascertain for themselves all of the used for structural fill (under buildings and paved physical conditions and restrictions before wubmitting areas) subject to maintenance of a proper moisture E. CONCRETE FINISHES scuppers for two years. O P P 1. Interior Slabs: Smooth steel trowel. Use extreme 5. All sheet meta]. work to be installed in manner to pri.:e quotations. They will also make careful content and obtaining required compaction. Notify +� t, care to tool forme9 panel edges. Use 1/8 radius maintain weathertightness and provide a finished, � examination of the plans, specifications and other engineer at the start of all structural fill work so edge tool only, Patch any holes or irregularities. smooth, unwrinkled appearance. Provide concealed clip Z contract documents and inform themselves as to the that the subgrade condition and fill material can be 2. Exterior Walks: Steel trowel then light broom finish at front (outer) face of coin ' quality of materials. inspected. pgs.unless otherwise noted. 6. Joints to be standing seam at copings, flat lock seam U,3 C3 2. Contractors finding discrepancies, omissions hL• :.n 3. Select Fill: �� 3. Formed Concrete: Remove fins, patch voids. Provide at back wall flashing. Joints at scuppers to be fully j W doubt as to the true meaning of any part of the a. Under building: Clean sand or 1 1/2 - well even appearance. soldered. Where required for thermal movement at other Z O shall specifications and other coniertr�icttim dto rents, graded crushed rock. 4. Tilt-up Walls: Panels placed inside face-up - Smooth flashing, lap 3" and seal with Vulkem sealant. W /I� shall notify the engineer in sufficient time to receive b. Under paving: Base course of 1-1/2" (-) crushed trowel. Tool edges around openings. z o clarification prior to starting any work. rock of depth shown on plans. Grind and fill "dowrside" of panels C. s�y1slN� AND SEALING z 3. The Owner will not be responsible for any loss, or for C. Trench backfill. Unless otherwise specifically for smooth, even final appearance. I. Caulk all joints between concrete panels, wood siding r1 CE W J C any unanticipated costs which may be suffered by the accepted, all trench backfill shall use select Repair chamfer edges and remove fins. panels, dissimilar materials, and around oil door and 0 Q Q Z 0 Top contractor 1n regards to conditions pertaining to the fill (sand or gravel). Fill and smooth voids. window frames and all other locations as required for Z It work. 4. ToSoil: Natural topsoil from on-site, suitable for 5. Footings: Screed Smooth. � weathertightness. 4. These specifications may include material and/or growing plants and free of limbs, roots, and rocks over 6. Avoid concrete "s latter" on other building elements. /r� J performance specifications that may not be part of the 1"-0 (Landscape Contractor to fine grade landscape E Columns and walls. Remove "splatter" where occurs 2. Provide backup vinyl h. rubber filler rods on all VIVISION 9 FINISHES Z v -D contract but will be needed to coordinate work by areas) F 9• P joints over joint depth. Backup rods to be minimum others. 5. Compaction: Prepare areas to receive "structural" or and refinish to match. 1-1/2 times joint width. Comply with sealant UUJ 5. Contractor shall coordinate his work by others to "select" fill by compacting subgrade. If subgrade manufacturer's recommendations. A. GYPSUM BOARD Z provide minimal delays to all parties. moisture content is not suitable, confer with engin-ser F. CONTROL JOINTS AND EXPANSION JOINTS � 3. Sealant color to match adjacent materials. Obtain ---�D and condition material to near "optimum" and compact. 1. Provide control joints in all slabs on grade 251-011 0 engineer's color approval prior to ordering. 1• Gypsum wall board, 5/8" thickness. U.S, Gypsum or F. TEZfoRARY FACIL S maximum each way, unless otherwise shown on drawings. 4. Apply exposed sealant after painting or mask sealant Kaiser Gypsum. Q ITIE� Install material (except topsoil) in lifts not to 9 1. Signs_ Contractor shall provide a 4' x 8' sign exceed 10" (loose) and compact with suitable roller. 2. Provide joints in exterior walks as follows unless beads to prevent painting over except as noted. Verify 2• Water resistant in restrooms and within 4' of sinks. constructed of 3/4" exterior plywood and supported by Minimum density (per ASTM D1557) as follows: otherwise shown: heavy (3/4' ) tooled joint @ 51-011 compatibility with paint if sealant applied after. , 3• Accessories metal edge, fasteners, corner beads as t.. . 4 x 4 posts embedded in the grouna to adequately O.C. and 1/2" premolded expansion joint at 30'-0" o.c. 5. Materials: required. support and brace the sign. The sign is to be and where walks abut buildings or intersect. Trim a. Concrete and masonrywall joints - Pol sulfide 4• Installation Y PP 9 painted Application protruding filler material to flush. Poly and lettered as instructed by the engineer. All other P 9 liquid polymer. a. Finish Office Areas - ready for paint, signs, posters, etc., are prohibited. Beneath Foundations 92% 3. Saw joints to be sawn prior to cracking. Where plastic b. Door and window frames - Silicone rubber, non- b. All other - fire taped Z 2. iLtilities.The Contractor shall be solely responsible Beneath Floor Slabs 928 strip (zip-strip) control joints are allowed, set acid, porous bond type at joints abutting concrete c/i or all of straight and vertical. Use a guide to place. or masonry, acid non-porous type elsewhere. B. PAINT c' her temporary facilities including all Beneath Pavement,. sanitation, water, electric, etc.. Contractor to pay Retaining or Basement Wall Backfill 4. Keyed joints. Where keyed joints are required or 1. Manufacturers: Pittsburgh, Pratt & Lambert. Ameritone, O� e costs of all utilities until the time of substantial (See note below) 928 allowed fellow precisely the key configurations. Use E. INSULATION Rodda, Fuller, Olympic, Sherwin-Williams, aid Dutch completion. Interior Footing and Wall Backfill 928 premolded plastic keys only if configuration is 1. Roof insulation: BOY• All colors and sheen by Owner. Confr,rm to UBC maintained. a. Material: Fiberglass batts with separate vinyl flame spread requirement. Prc,vide up to five 10 x 10 3. Job Shack. Contractor shall provide and maintain a job Utility Trench Backfill 5. Doweled joints. Where doweled joints are required or vapor barrier. VapoZ barrier flame spread less foot paint-outs of exterior wall color for engineer's shack complete with lighting, ventilation, plan table, Upper 3 ft. beneath pavements, slabs allowed, take precautions to maintain perfect square a 9 phone, and facsimile machine. or structures 928 P P q than 25, smoke density 450 or less. approval. Job shack shall be maintained and kept clean and usable Below 3 ft. beneath pavements, slabs alignment. All dowels material to be saw cut or ground by owner and engineer. "Record Set" (permit set) of or structures 90% smooth to maintain cross-section at ends. construction documents including all addenda and In Landscaped areas above pipe zone 85% b. Install with batts held tight to bottom of roof 2• Exterior: G. CONCRETE CURING AND SEALER sheathing, vapor barrier stapled revisions shall be available in job shack. Landscape Areas 85$ q, or p pled against framinga• Ferreus, aalvdnizad metals: Prime - one coat rust 1. Preparation: All forms and excavations to be members each side. Install vinyl straight without inhibitive primer (omit if shop primed or moistened before placing concrete. wrinkles and with square end cuts for neat final Prepainted); 2 coats exterior alkyd enamel, semi- to minimize affect on neighboring properties and between the above values, tI, r percentage shall or approved. appearance. DO NOT install roof . Contractor shall keep site and adjacent properties, Note: Use lightweigh�., manually ' lea compactors 2, Curing Compound: Burke "Spartan-Cote" with 141 solids gloss. Paint all weather exposed faces of streets, etc., clean and free of debris and organized within 3 feet of all walls. t•'" °lists occur .insulation under plywood until framing and plywood moisture content flashing. Prefinished flashing inside parapet tenants. The streets in particular shall be kept clean 3. Execution: is less than 168. walls (not visible from ground) do not field govern. a. Slabs on Grade: Seal interior slabs with two C. Thickness to match depth of roof sub purlins paint. of mud, rock, etc. 6. Compaction Tests will sp nsiblei owner. b. plywood sjdiag - painted: One coat alkali proof 5. Contractor shall provide access to the site and safety coats curing compound. Apply first coat unless otherwise noted. Y Contractor shall be responsible 1 retesting immediately after slab is finished. Spray edges primer-sealer. Two coats acrylic latex paint. barricades, etc. re compliance with all safety required by tests not meeting ed test. , as soon as firms are removed. Apply second coat Mask or cut to insure straight, smudge-free lines requirements and regulating and good construction Contractor shall assist in schedr test. guvr,Irgms at slot practice. when all trades are finished just prior to F' --- ASPHALiil:S9NQRETE PAVIn occupancy. Floor is to be cleaned and hydro- I. Double acrylic clear over white translucent dome units. P pattern edges. G. T,�MP�IRARY BRACINr E. C. Wood Trim - 2 coats semi-transparent oil base 1. Proof roll subgrade to verify stability. Notify washed before second coat. Mill finish aluminum perimeter frame with i.rterior 1. Contractor shall be solely responsible for the design engineer to observe rolling. Remove and replace with b. Walls: Single coat. Apply sealer immediately condensate gutter for 2 x 10 wood curb mounting. stain - Cuprinol, Olympic, Cabots. and installation of all temporary bracing, shoring, compacted acted suitable material, all soft s ots encountered after bleed water is gone. Spray face (edges) as Acrylic thickness to conform to AAMA Standards (40 psf loading). 3. Interior: soon as forms are removed. g). Skylights to be of nominal sizes shown on a. Gypsum board finished areas except. water anchors, etc. , including, but not limited to, wall and prior to rocking. drawings. resistant: 2 coats ed rates acrylic paint, ' roof bracing, lifting and handling inserts and devices, C. Footings: Single coat. Apply as soon as bleed 2. Attach skylight frames to curbs with gasketed screws. trench shoring, forms, etc. 2• Base material to be select fill as specified above. 3. Asphalt paving to be Class C mix (OSHD), 2-1/2 thick water is gone. H. PROJECT CLOSEOUT unless otherwise shown on drawings. 4. Wet Curing/Membrane Curing: Contractors option. Any eggshell.. 1. Record Drawings. 4. Slope all asphalt paving minimum 18 to drainage (unless concrete may be wet cured or membrane cured, subject to G. ROOF VENTiL•ATORS h• Wood doors, frames and trim: First coat stain, 2 otherwise shown on drawings). . Check finished base rock approval of the process by the engineer. (eq. foo'ings Galvanized rotary roof vents with operable damper. Provide coats lacquer or varnish. a. Maintain a record set on site duringall phases ofwith operator cord to nearest column or wall and clip c• Metal doors and frames: Spot prime as necessary, P for slope before starting pavng. may be cured by covering tightly with visqueen.) ,_ „ 2 coats alk work 5. Hot Weather/Cold Weather procedures. Take special located 5 0 above finish floor. yd exterior enamel, semi-gloss. b. Accurately record all field changes as they occur. F. STRIPING precautions as apprnnriate during adverse weather d. Note: Color of metal registers, grilles, ladders, railings, Show all concealed changes in the work , nd the Traffic and parking strips to be 3" wide, color white. conditions to achieve proper finish and curing. In electrical cabinets, piping, cond'rit, final location of all utilities. Undervrou,,(� etc., to match adjacent surfaces. Paint word "compact" in 1-1/2" X 6" lettering in stalls addition to ACI recommended procedures, provide water j utility as-built drawings (marked up blurpri;�ts) designated. Provide signage at handicapped stalls to meet sprinkler on all flat work when temperatures exceed shall be submitted as soon as the work I.- state and local standards. 80 F. Review placing procedures with engineer when 24 completed and not later than the request tor C. EXTRUDED CONCRETE CURDS hr. forecasted temperatures are below 40 F or above 80 F. payment for the work. 1 Curbs to be no-slump 3000 psi minimum compres-Five C. Deliver "record" set of documents to the Engineer stren th at 28 days. on day of final completion. 2. Sprea� epoxy bonding agent such as r_oncressive #1064 or 2. Retention. Retention of a portion of the payment due approved equal over surface to receive curb. Install to the contractor will be withheld until all of the curb within 20 minutes after applling bonding agent. following are provided: 3. Provide joints as required. a. As-built drawings are provided. 4. Apply curing compound to all surfaces immediately b. Equipment brochures, operating instructions following placement. provided. DIVISION 8 DOORS AND FRAMES C. Lien waivers provided. DIVISION 10 SPECIALTIES 0 d. Warranties and guarantees provided. e. Contractor and Owner puncnlist corrections A. HOLLOW METAL ureAND FRAM)_S - RIOE complete. f. Certificate of Occupancy from building official. ) . Manufacturers: : Amweld, Steelelcraft, Republic, CECO A. pOCK�R� 2. CurriFramees or agauger ved.depth of wall with welded 36" x 10" laminated rubber bumper. 6" thick constructed 9. List of subcontractors with current phone numbers. with steel angle frames. Weld or w 3. Clean up: All areas of the building and site are to be corners and anchors to suit wall structure. parabolt to wall. finished, cleaned and suitable for occupancy and/or DIVI$ZQV_�-_MLTAL 3. Doors: 20 qa. flush panel bonded to non-warping core. use. Remove stains and wash glass inside and outside. Morticed and reinforced to receive hinges, locksets and B' 1.WINDOW pe: Lev Remove foreign matter', marks, stains, foreign paint, closer. Type: Lev "Riviera" or as approved. cc dirt, etc., from all finished nurfaces inside and out, A• UVERAL 4. Finish: Factory baked on primer. See finish schedule. Color as selected from full range. 2. Location: At all windows and storefront (except at hardware, fixtures, equipment, etc. All structural members to be fabricated and supplied in doors) full hBight of glass. 4. Prior to occupancy of the building, the General accordance with AISC standards, latest edition. B. WOOD DOQRS 3. Mounting: To framehead, on inner face of frame. Contractor, Mechanical and Electrical Subcontractors DIVISION 3 CONCRETE AND REINFQRCING 1 3/4" thick so'id core or particle board core as shown on shall schedule and conduct an orientation meeting with B. MA'URIALZ drawings and reinforced for hardware. Premium grade the Owner. Demonstrate operation and maintenance of1. Structural steel standard shapes ASTM A-36. mahogany or birch face with hardwood edge bands. equipment and deliver operating manuals. A. GENEBAL 2. Pipe: Welded and seamless pipe ASTM A-13. 5. Prior to occupancy of building, deliver all keys and 1. All work to comply with ACI codes and standards. 3. Structural tubing to be ASTM A-500 Grade B fy = 46 C. STOREFRONT & WINDOWS Y 2. Ins Actions/Testin9• kill. 1. Framing System: Kawneer 451 Trifab or approved. aOwner' w keying schedules to the 0wner. P 4. All bolts to be ASTM A-307. Provide standard washers 2" x 4 11211 mullions. Class 1 Dark Bronze finish. 6. Final Inspection. . ill provide a pmt=tjpig concrete inspector / The owner eand will conduct laboratory tests as required to under bolt heads and nuts in contact with wood. Provide reinforcing inserts as required to resist nd Consultants have an interest and desire Q to see all drConsule work and the completion of the verify compliance with the project specifications. 5. Use 1/8" "x 2-1/2Ramset at 2'-8" o.c. for attachment horizontal and vertical loads and attachment clips as last odds and ends on a timely basis. The following Contractor shall be solely responsible for of wall plates to concrete floor unless otherwise detailed or required. process will be observed. compliance with the specifications. noted. 2. Doors: Kawneer or approved. Narrow stiles 5 /12" top a. The Contractor shall complete his own final b. Contractor shall be responsible for any extra 6. Drilled anchor bolts to be "Redhead Wedge Anchors" or rail and 6 1/2" bottomr.ail. Furnish complete single inspection and reinspection to check off completed concrete sampling or testing such as field cured approved. acting entrance with push-pull bars threshold, offset cylinders for determining strength for lifting work. pivots and weatherstripping. See FINISH HARDWARE for panels, etc. C. WELDING remainder of hardware. o P b. The Owner will then make a final inspection using 3. Tolerances: 1 . Use only E70XX Electrodes. the Contractor's punchlist. a. Floors: Maximum 9eviation from a 10' straightedge By certified :elders, comply with AWS specifications. E. GLASS C. The Contractor will reimburse the owner and 1/4". 1. Storefront and Windows: l" insulating glass, Solar o Owner's Representatives (Consultants) for all time b. Walls, Columns: Maximum deviation from plumb = Gray tint tempered where required by code. required for follow-up inspections after 2 follow- 1/411, 2. Doors: 1/4" tempered, solar gray tint. up inspections. The contractor shall be solely C. Tilt wall alignment: Maximum deviation 1/4" (1/I3" responsible for all time required for subsequent across joints). D. `ifiQE1-1NISli inspections, and other time required by the Owner S looloo t. ehn, ,rime all exposed surfaces net to be embedded in F. 4�E8HEAD DOOR F E' P ( Q and Owner Representatives who shall be sole judge B. Con 1. Steel sectional door: 20 gauge 2" thick, flush concrete) with zinc rich paint. sectional, high lift, or vertical lift where indicated.)ORhIWAND og�N4 of the amount of time appropriate for the problem. 1. Contractor shall be solely responsible for providing 2. Do not paint metals within 1" of areas to be welded. Rails to overlap or bq rabbeted for complete the necessary formwork and shoring suitable for the 3. Touch u weathertightness. _ conditions involved and compatible with the finished a paint re field at welds or location where Push-up operation for doors to 30 feet high, higher paint has been removed or damaged. - appearances. 4. Any steel inserts protruding from concrete work to be - doors to be operated with smooth link chain. Chain toLL 2. Ground Forms. 4'o the extort practical all isolated ground flush, primed and painted. be free of protrusions. Furnish chain anchor to hold � footings should be "ground formed" or partially ground door at any height. s formed. Clean all ground formed footings by hand and 3. Counter-balance with torsion spring. Spring type V use caution during concrete placing to avoid cave-ins. stops. 0 4. Lucking device: Dead bolt each side with padlock UJ C BRLN)4RG W provision. 1. All reinforcing to be A615 Grade 60. 5. Finish: Zinc-coated and factory primed. 2. Verify weldability of all reinforcing to be welded. 6. Weatherstripping. Full bulb type seal at sill. Use only low hydrogen (E70XX) electrodes. co G. E-QO ATQ11 3. Fabricate and install reinforcing steel according to Bilco 3-0" x 2'-6" ladder access roof scuttle, or approved FL;CALF he "Manual of Standard Practice for Detailing equal.Reinforced Concrete Structures" ACI Standard 315. Integral curb. Flash for weathertight insulation. 4. Provide 2'-0" x 2'-0" corner bars to match horizontal Pivot hinge with counter balance, hold open arm, one pointn;reinforcing in poured-in-place walls at all corners and spring latch and padlock provision. NO intersections.5. Provide the following reinforcing around wall openings larger than 30" x 30".a. 2 N5 over x opening plus 2'-0" each side. ''.t:NFi:' SHEET No PERMIT NOS. 891-330.89166(.").091949IN 11.71 or j A - 5 �F Iowl _ ..� _..,t.. _. .+z.�:::._.... .,.. _.-.,........_..,..,;__..:. _. ;;.w::.._.a..:::. ,, ...._.:.. :.,.,.M, ..."gae!!lT• .w �o. .. waVAW&WM .. .,,..k,..,A„«••z�t-.:a..n.,:•,P•.,,�......:.-,.,..,w ,,,. n.! �11111' f111111 1111111 1111111 1111111 IIIIIII IIIIIII 1111111 111I1�) 1111111 1)11111 IIIIIIr IIIIIII IIIIIII IIIIIII IIIIIII IIIIIII 1111!11 1111:11 IIIIIII IIIIIII IIIIIII 1111111 IIIIIII = IV ' ,•' I I i � I I I � I � I � I � I 1 ! � I � I I I � p"-----_._.__ __ . _ � NOTE: IF THIS MICROFILMED ■+� I 2 3 4 5 6 7 9 9 10 I I 12 DRAWING 1S LESS CLEAR THAN ' THIS NOTICE, IT 15 DUE T() THF QUALITY OF THE ORIGINAL 1" � DRAW ING. 6C 6Z 82 a 9Z SL ►2 ez 22 12 02 61 81 LI 91 SI Irl EI 21 11 01 6 9 L 9 S 111 f Z 1tool" S It!IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIItIIIII IIIIIIII1111111III 1Iloilo If6ifIIII Ilift IIIIIIIIII IIIIIIIIifUlf IIIIIIIIII I'fIIIII III IIIIIIIIIIIII III IIII IlIIIH.111111nIII 1111111U11IuIU1dIIIIIIII I11111imilloliuilU111NII if111nnh iIimhwlH�f111II1u1U111111IIuUlu111u11�►WIuII APRIL-Jll APRIL-l 1991 ' • I f I: 0 i F 44s I I r I u -�G_E N E_R_ A_L _N O_ T_ E_S 1b CNS' ,R1MA CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATION OF ALL UTILITIES THAT V ARE TO BE CROSSED OR CONNECTED TO. VARIATIONS FROM THE PLANS SHALL 1000 -- - - -- BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND ENGINEER >G\iQ' N8F 'S9_5�•F _- __ 40150' -- IMMEDIATELY. N z r B FURNISH AND INSTALL GAS COCKS AND PRESSURE REGULATORS ON ALL s ��------- - o - -- n - CONNECTIONS TO GAS FIRED EQUIPMENT COORDINATE ROUTING OF VENTS o _ �-�-- hr TNP.+�MSS 'T T 15'-v"I, L , BK 791,A4 .TI1AT 46 r - _ _ - - - - - - - - - - - - - - - - _ - - - - - - - - - - - r • M// Q' i tr� G Lua I /, CITY /a /, of Te+�Aao , / AAvroved�j Condffionaliy Approved..........................................r'o; ' l INJ -I/4 -� // % For onlythewo d r d',�:N., a _ / PERMIT NO. / z .. T-� I ,,,T �t �eJ.�► Y3T'C A.+ I 3 / / /i • See letter to:Foli Attachow. LIQ W N N I ��r��i_ l rA►F�tr i " A -� Rhe �I w ANC. r.✓,•u I ! .� i' / / �} 11 0 ——� (% {�•- I tJ. �� /: Job Address: �l�1� -a�Y- O LL \ "-Ai. • - I ,,� © �� /�// y' Dasa: �/ � �n • _ Y. 04z LP I! TUALATIN VALLEY FIRE MARSHAL OFFICE J W ca I APPROVED W O - - - - / O --�- ._. _ .._.-,.- - --- - - • CONC`ITION,,LLY APP 70VED. `1 V �' • MvUNT A`. H1 H - • I • /%' %/ OMISSIONS CAPPROVAL F ()VER91GNT3PLANS IS T AN APPROVAL Of 0 cr w Q 308+4�6 I �jj/j SEE A ;i LETTER. . . . . . . . . . Q cr ' o- W�k� TIG. ,� �F FyG' Ihrr�k v� I I Q o - , P 2 / rX1LF;�RLi I - % PL a3r'xA IN 0 -I �r�N1 .LiL : Tr., Iv►. "t.i` T'� I j._'` - �F{ G11 FIfKE ��FiV1A K I - � c� �.uill., i1'�Y,'[}�-� ,% � �'� F -il I A`ryY•J'� ,►•'1 NU ,•'Fes-• A ,,,��I" I . -"I � ` ` ' Z U ? 7„. I�i♦I N' �l1 ,1 ` I M IAf 17H �I P ~7 IrHE:rF �,r�L �: .i ' ��/'� Q d ,� rvrA� I _ /// ` U z � .417H ��' ��(• k- - -- �' / j/j'/j � �`' // f/ _ - - - - - - - - - - - - �' - - - - - - - - - - - - - -- _ Y �T14 EIll1C� S1�-iLM, ,/•j/ I - �� P �M�"'T',- `�. rJT •� _ / / // / / � 3 Furu �� , r� ,j I .vr uL. IT ► I -► IAL.`'A- _- - �'''�' / ' ///,j PIPING N "' G LEGE D �, CMD WATER 01 I .�LI ✓ ' I / `-- �/ -�---� COLD WATER BELOW GRADE TillAT r SVM( / / I - / ------ /' / —F — FIRE SERVICE �^ g�}�}eNT SrANG•uN -fLF -� FIRE SERVICE BELOW GRADE c.v1�N�'riGN Pte• !_ j, / /'o —C-- GAS �� —�Q--- SHUT-GEF VALVE 1JoTE �s�ft 5{-I�Ej GI Fort — • 01 rARKIN& LOT IrA-fovT -- ---- / - - , I ' / - -- LAG BOLT THIMBLE - -A.G.A. APPROVED TYPE CAP IL 3'X3"X1 -1/4' MIN. SLOPE 2FT. MIN. < CLIP 1 4- TO 1- i I TO APPROVED CAP Z�' I THREADED ROD- R OFING — SSCAL7W�A�TERg-TIGHNTTWITH HORIZONTAL AD IUSSH WASHER NUT RR THiMBL WEACOF VS) L LILTSHPERIAIE AI§HEAT THE _ � - - - - - -- -- - LUE FL �E. LOUVER - � 1 CLIP - — <ROPELL fAN NTH GUARD UARD / �- _ J I UNIT HEATER -SHUT-OFF VALVE 1 YIC-E Nf, IN��TA.� � AS SUPPLY u�u�1 —DRIP LEG VCRIFY MOUNTING GAS CONTROL J..�.l HUGHT k REGULATOR �(� wErit U! 2 1T HEATER DETAIL_ /', /�i/ / / / // / / // ' //, // / / i' / / i / / // / i'// /• /. / / i' / ,! ' / f NOT TO SCALE ' y/ .� / / li�..:�.�L NOTESW_ N88'59'5�1"E 304.64' 1. PRV/STRAINER - WILKINS NO. 500 PSBR. SET 1/2- PRV AT 65 PSI AND 1-1/2' AT 60 PSI. ADJUST AS REQUIRED TO DELIVER 65 GPM. \ AT APPROXIMATELY 55 PSI DELIVERY PRESSURE. ON a pH-�� —pN --- - 04 I__� aN pN— —pN— o - - c�N--- -- QH-��---- pN— pH pH 's J. ANCHOR ENTIRE ASSEMBLY2. RELIEF VALVE - MTO WALLS. ASME RATED �•I F:y f� - J --RELIEF VALVE 3'0 PRESSURE GAUGE At 100 PSI 0 TO 250 PSI rr�' E'TlG WA7�----� — — _ � --�-- ---- -- -------------------- TO BLDG.---�`-- LVBALL �L.- S. W. PONITA ROAD 2'SUPPLY.JJC4 VALVE ---�' l�- 2' COLD WATER FROM METER AT 100 PSI R/W (STATIC) UNION 2 1 e 1 v —GATE VALVE (TYPICAL) PRESSURE REDUCING - MEGNANIGAL_P�AN - '� T /2 VALVE � „ DATE 2 -3/4" 2 JI 1.A�,f ✓.' SCALE PROJ. NO. DRAIN TO FLOOR DRAIN I/I(o' I'-t'd• `• _I DRAWN CHECKED CONTACT SCOTT HOLUM SHEET NO PERMIT NOS. E391.'""'!. „ET91.hb:>,L15:1949 �O� •qh-S�714 3 PRESSURE REDUCING STATION �! N.T.S. S.N. PRS3 m 11 OF `- PROJECT NO.: - iYIdYWtM•MT� _ 7L`•4`?7:!P :.�':6.',....JY,ti..Nlo'/.w+-. ,�r• ... ]U1 � M •T� •,� ., .,,-,+.:.. I I I I I I I - I I I I ( I I 1 I I I I I ( I •ywr�-, ., ,_,.,, � f . ,..-._. -... -_._.._...:. �•..�.�.....,..�»..•-..,... ,^ I I I { I I I 1 I I I I I I I � ISI �•I I I Ple,. I 111 111 1,1 Irt 111 111 III III Irl III III III III III III III III i�l 1111111 III III 111111 III III III III III III III III III III III III 111 III III III 111 III III III III III 111 III 2 3 4 5 6 7 8 9 110 II 12 r NOTE: IF THIS M ICROF I LMEU I - -- -- - -- -- -- -- --_--... DRAWING IS LESS CLEAR THAN THIS NOTIRI, IT IS DUE P) THF QUALITY OF TIE ORIGINAL ` DRAWING. ------- ----_- OE 67 82 L2 92 SZ b2 E2 22 12 OZ 61 BI LI 91 SI bl EI ZI II 01 6 9 L 9 S b E Z I•NIS- " �,!111111111111111111111111111,111I1111INIIINI.IIIIIINN1111111U1I0III71►►111uI►IIIIRNINIIIIII111111111NIIIIIIII►IIIIIIIIIIIIN1111I1111IIIIIIIIIIII1111111111111th11111111111111LI11111111111111111111111IIIIIIIIJIIIIIIIIIIIIIIIIIIIIIIIIIIIIIWIIrutnIIIIIIIIIIIIIllI11UI111111110111W{IIH APRIh � 1 1991 , f a r 6 SPECIFICATIONS SECTION 15010 GENERAL PROVISIONS B. Brazed solder type joints; use Fos-Copper rod on wrought copper fittings, or silver D. Operating and M;Iintenance Manuals: Provide four (4) sets of operating and maintenance brazing alloy with flux recommended for that particular alloy on all fittings. Clean manuals or, fire protection specialties and NFPA #13A (1987 Edition) care and maintenance PART 1 - GENERAL copper tubing and fittings thoroughly before applying the flux. Remove all copper of sprinkler systems. tubing burrs, ream to full bore and true and round all joints. Apply neating uniformly 1.1 CODES, RULES AND REGULATIONS: to secure penetration of the rod and leave a full bead around the entire circumference PART 2 - PRODUCTS A. All work and materials shall conform to the local and State Codes and all State and of the joint to show proper penetrat"on and sealing. Under no circumstances will Fos- other applicable Laws and Regulations. Copper be used on cast fittings. 2.1 GENERAL: V) 8. Whenever indicated material , workmanship, arrangement or construction is of higher C. No-Hub Cast Iron Pipe: Conform with State Plumbing Code and Cast Iron Soil Pipe A. All materials, equipment, valves and devices installed and/or furnished under this a quality or capacity than that required by the above Codes, the Drawings and/or Institute recommendations. Section shall be new and UL listed and FM approved for use in the fire protection Specifications shall govern. D. Uninsulated piping shall be installed so that unrestrained direct contact with the installation. w C. Should there be any direct conflict between Codes and the Drawings and/or structure or other system installations is avoided. Where contact with or passage B. Material and Equipment: Specifications, the Codes, Law; or Regulations shall govern. through building or structural features cannot be avoided; piping shall be firmly Underground Pipe and Fittings: Underground pipe and fittings shall be listed in the anchored to, or isolated from, the structLre to prevent noise transmission and Underwriters' Laboratories Approved Fire Protection Equipment List and Factory Mutual 1.' WORKING DRAWINGS: occurrence of physical damage. Approval Guide. A. The working drawings are generally diagrammatic. They do not show every offset, bend Piping to be insulated shall be installed with adequate clearance around piping to C, Pipe and Fittings: or elbow required for installation in the space provided. All locations for mechanical allow for placement of full thickness insulating material . 1. Above ground piping shall be black steel. Fittings shall be suitable for 175 psi work shall be chocked and coordinated the Architectural , Structural and Electrical 3,2 VALVES: working pressure and shall be cast iron or malleable iron screwed, grooved or welded Drawings. A. Install valves on each side of all equipment and where shown on the arawings. Full in accordance with NFPA Standards Pamphlet No. 13 except use flanged or grooved B. Where equipment 'is shown, dimensions have been taken from typical equipment of the size of pipe unless otherwise indicated. fittings at valves. class indicated. Carefully check the Drawings to see that the equipment, under B. Provide neat appearance and easy grouping with all 2. Underground piping shall be Tyton joint ductile iron pipe in accordance with NFPA consideration for installation, will fit the space provided and that all connections pp P 9 parts easily accessible. Valve Standards and local utility requirements. Hydrants 5.1/4" with steamer port and may be made thereto without impairment of area and height requirements and of Code stems shall be installed in a horizontal or upright position. two 22 NST connections. p 9 q C. Valve Application: required clearances. 3. Valves: Underwriter's approved indicating type valves, 175 psi working pressure. Service YGate-IXpg �lir�um_125 psi Rating 4. Fire Department Connections: Fire Cepartment hose connection shall be located near Domestic Mater Gate 125 psi 1.3 SHOP DRAWINGS: double detector check valve. The F:re Department connections shall be similar to 6 A. Submit all Shop Drawings at one time. Bind each set in a three-ring binder. the following type: 2 3.3 UNIONS: 9 yP B. Each item submitted shall be clearly referenced by page and paragraph to the applicable A. Pipe Unions: Install where indicated on Drawings and on each side of all pieces of Potter-Roehmor Model #5741 Series with three 1-1/2" hose connections and with a 6" portion of this Specification. Where equipment is designated by number or symbol on equipment to permit easy removal of the equipme:rt, supply. Finish to be rough brass. _ the Drawings, the submittal shall also show this number or symbol. B. Insulating Union: Place in line in piping systems where twn dissimilar metals come in 5. Supervisory Switches: Supervisory switches for 056Y and post indicator valves in Ejfffi C. All specified features and performance data must be specifically noted on the submittal . contact. fire line to be of the following type: 51 M f Gy D. The Contractor shall check Shop Drawings for space requirements and conformance with Notifier Series NGV Supervisory Switch for OS&Y and post indicator gate valves. �r 3 Fy the Specifications and shall mark his corrections and approval on all Shop Drawings 3.4 ESCUTCHEONS: Install on all exposed pipes passing through ceilings, walls or floors. 6. Inspector's Test Connections: Inspector test connections to be equipped with sight prior to submittal to the Architect. flow connections similar to GEM #1321 "Sight Flow Connection" and terminate with galvanized 45' ell if located r exterior of building. 3.5 RIPE HANGERS AND SUPPORTS: 9 a of ext g 1.4 RECORD DRAWINGS: Record Drawings, showing dimensions, locations and depths of all buried A. General : Provide adjustable hangers on all 7. Hangers: Hangers shall be in accordance with the requirements of NFPA #13. g pipe.,, complete with adjusters, swivels, and concealed piping and equipment shall be kept lip-do-date. Master copy shall be kept oil rods, etc. Size hangers to clear insulation and guides. 8. Wall Plates: All pipe penetrations through finish walls will require a chrome wall Sti T� -0 qMM�, the job. No backfilling of trenches will be permitted until Record Drawings are approved B. Provide hanger within three feet of all changes in direction. plate on both sides of wall. as up-to-date by the Owner's Representative. No plumbing progress payments will be approved C. Branches six feet or longer shall have separate hanger. 9. Escutcheons for pendent sprinklers to be white recessed canopies. Pendent unless Record Drawings are up-to-date. Depth of sewers shall be from a permanent bench mark D. Plumbers Tape: Not permitted as pipe hangers. sprinklers below finished ceilings to be chrome plated and centered in ceiling as shown on Contract Drawings. E. Hanger Spacing: tiles. 1.5 GUARAITEES: Furnish written guarante. to Owner for period of one year covering all defects Cat Iron Soil Pipe - At each joint annd� atIntervals not to PART 3 - EXECUTION V in material and workmanship. Should any trouble develop during this period due to defective exceed Five Feet Z mater�als or faulty workmanship, the Contractor shall furnish all necessary labor and Copper Tubing 1-1/4" and Smaller 6 Feet 3.1 INSTALLATION: W material and correct the trouble promptly and without any additional cost to the Owner. Copper Tubing 2-1/2" and Larger 10 Feet A. The Sprinkler Contractor will coordinate his work with the other building trades on the -� Steel Pipe 1" and Smaller 7 Feet site to prevent conflict of location with equipment, fixtures or structural elements. 0 -� 1.6 PERMITS: Unless otherwise distinctly herein specified, this Contractor shall apply and pay Steel Pipe 1-1/4' and larger 10 Feet In event of unnecessary conflict, the Sprinkler Contractor will make the necessary U. U a for all Pcessary permits, fees and inspections required by any public authority having changes at his expense. Jurisdiction over his work. F. Hanger Rod Sizes: B. All hangers, supports, earthquake bracing, sleeves through walls and floors or openings Q (�i�g__u- s R i es required will be the responsibility of the Sprinkler Contractor and will be provided J Z 1.7 VISITING THE PREMISES: 1;2" to 2' 3/8' at his expense. Y o A. The Contractor, before submitting his Bid on the work, must visit the site and 2-1/2" to 3" 1/2' C. Install all piping concealed in all dropped ceiling areas. Sprinkler guards to be familiarize himself with all visible existing conditions. As a result of having visited 2-1/2' to 3" 5/8' provided on all heads lower than 7'-6" to finished floor. Z the premises, the Conztractor shall be responsible for the installation of the work as D. Sprinkler lines will be routed in a satisfactory manner which will eliminate the o it relates to such visible existing conditions. 3.6 EQUIPMENT IDENTIFICATION: Each new lace of a ui permanently attached necessity of cutting, burning or otherwise damaging any structural member that would W 11,! 0 p q pment shall bear a B. The submission of a bid will be considered an acknowledgement on the part of the Bidder identification plate, listing the manufacturer's name, capacities, sizes and result in weakening the structure. All overhead sprinkler main lines must be supported W J o of his visitation to the site. characteristics. In addition to the manufacturer's identification plate, provide nameplate from exterior concrete walls or wood beams with steel hangers. of black phenolic resin laminate and identify new and existing equipment by name and number, E. The Sprinkler Contractor will provide and install near each riser, a cabinet containing o rj 1.3 PRODUCT DELIVERY, HANDLING AND STORAGE: 1/2 high letters. a minimum of nine extra heads, including three high temperature rated heads and a cr c A. Store witeriais otf the ground. special head wrench. The drain valve shall be so indicated with a suitahle sigi. Q cJ B. Manufacturer's label required on each storage container. 3.7 CUTTING AND PATCHING: Cutting, patching and repairing required for the proper installation Instruction charts describing operation and proper maintenance will be provided and C. Protect fro.: weather and damage. and completion of the work specified in this Division, including posted near the risers by the Sprinkler Contractor. !R o P 9 plastering, masonry work, the S ri V concrete work, carpentry work and painting shall be performed by skilled craftsmen in these F. After completion, p nkler Contractor will , at his expense, perform a hydrostatic Z PAR, 1 - PRODUCTS respective trades, all at the expense of this Subcontractor. Holes which are cut oversize leakage test witnessed by representatives of the Fire Marshal. shall be filled back in so that a tight f'.t is obtained around the pipe, duct or object G. Guarantee: The entire fire protection installation specified herein shall be guaranteed ; ``i .0 z 1.1 iATER1AL: All materials al:�i products used for construction shall tsr- new, of the best grade Passing through. by the Contractor for one year again>t defects in equipment, materials and workmanship.The guarantee .t g period shall begin when the a successful acceptance test is made. and the latest products as 14sted in printed catalog data. All articles of a kind shall 3.8 EXCAVATION AND BACKFILL: Defective equipment, materials and workmanship shall be repaired or replaced at the J be the standard product of a single manufacturer. Trade names and manufacturers names A. Perform all excavation and backfillinnefor the installation of underround Contractor's expense. The Contractor shall also repair or replace any property damaged g cessary g denote the character and quality of equipment desired and shall not be construed as limiting as a result of such defects or aurin their correction. The guarantee does not require w competition. Equipment to be U.L. approved whFre required. sewers, structures, tanks, piping and as otherwise required. 9 9 " q Y B. Dig trenches to required grade and depth with only sufficient earth material removed the Contractor to render service, replacement or repairs required as result of the PART 3 - EXECUTION to provide working space. Trenches dug below the required depth shall be refilled to normal operations of the equipment or the Owner's negligence or abuse. 3 proper depth with sand, fine gravel or crushed rock. U1 3.1 SITE OBSERVATION: C. Restore to original condition all paved surfaces, existing piping, conduit ane any SECTION 15400• PWIBING n A. All work and materials subject to field observation at any and all times by Engineer other work which was cut or disturbed through the performance of work under this 0 and/or Owner's Representative. contract. PART 1 - GENERAL B. The Contractor shall notify the Engineer a minimum of two working days prior to testing D. All testing and inspections shill be complete and approvals obtained, before backfilling any piping system which must be witnessed and approved before it is covered u or is performed. P 1.1 SUBMITTALS: Provide Shop Drawings for the following equipment: enclosed. E. Backfill materials shall be free of rocks, debris and other foreign materials and shall Piping and Fittings. C. If observer finds any material or work not conforming to these Specifications, the consist of earth, sandy clay, sand or gravel . Plumbing Cleanouts. Contractor shall, within three days after being notified, remove materials from the premises. If the material has been installed, the entire expense of removing and PART 2 - PRODUCTS replacing will be borne by Contractor. 15300 FIRE PROTECTION 2.1 PIPING: 3.2 WORKMMANSHIP AND SUPERVISION: Constantly supervise work covered by this Specifications. 1.1 EXTENT OF WORK: THE TOTAL WORK INCLUDES: A. Soil, Waste, Vent and Storm Piping - Underground Piping to Five Feet Outside Building Verify all conditions on job site and lay out work accordingly. A. System connection to city water system. Line: Service weight cast iron soil with stainless steel couplings and neoprene gaskets B. Water main line from city water system with double check detector check assembly and or "DWV-ABS" waste and vent pipe system. 3.3 COMPLETION REQUIREMENTS: Upon completion of the work and adjustment of all equipment, all vaults. B. Domestic Water Piping: Type "N" copper above grade, Type •L" copper below grade. systems shall be tested by the Contractor to demonstrate to the Owner's Representative that C. Fire protection water main, fire hydrants and all valves and indicating valves. Silver solder joints below ground; 95/5 solder above ground. all equipment furnished and installed or connected under the Provisions of these D. Lateral water mins from main loop to all building risers. C. Gas Piping - Above Floor Interior: Natural gas piping to be Schedule 40 black steel Specifications functions mechanically in the manner required. At the time of this demon- E. Sprinkler riser assemblies. pipe (ASTM A53, Grade B). Piping shall have black malleable iron 150# banded pattern stration, the Contractor shall deliver to the Owner's Representative four bound copies of I F. Roof sprinkler system. threaded fittings. the following materials: G. 1-1/2" hose stations in warehouse. A. Catalog description of each item of equipment actually installed on the job. B. Spare parts list of manufacturer's recommended replacement parts for each fixture and 1.2 GENERAL REQUIREMENTS: 2.2 PLUMBING CLEANOUTS: Cleanouts shall be located as shown on Drawings and as required by the item cf equipment. A. Work included under this Section consists of furnishing all labor, materials and Code Provisions. Cleanouts shall be the same size as the pipe except that greater than 4" C. Gperatinr and maintenance instructions for each item of equipment requiring inspection, ( equipment required for the installation of a automatic sprinkler system. will not be required. Inside floor type shall have polished nickel bronze tops, and wall lubrication or service, describing and schedul'Ing the performance of such maintenance. I B. Work shall include everything required for the system, starting with and including the type shall have starless steel covers. All cleanoui:s shall be Josam, Wade, Zurn, Smith. city connection and double check, underground main to building ,all piping, valves, Smith numbers used as a basis of selection. Outside cleanouts to grade shall be adjustable ' fittings, drains, alarms and other appurtenances, as may be required to provide a and galvanized. SECTION 15050 BASIC MATERIALS AND METHODS complete system. A. Outside Area Walks and Drives: Smith 4253 with galvanized cast iron body and top. C. Design: Contractor shall provide the detailed design for the Install in 18' x 18" deep concrete pad flush with grade or paving. PART 1 - GENERAL system in accordance with these Specifications using a hydraulically designed system. D. The velocity in the piping shall not exceed 20' per second. PART 3 - EXECUiION 1.1 SHOP DRAWINGS: Provide Shop Drawings of the following items: E. The design criteria should be based on a 10% decrease in the available water supply i A. Pipe Materials: List of all pipe materials and fittings for each service, for pressure only. 3.1 PIPE INSTALLATION: 8. Valves. F. Building will be used for storage and distribution of Class IY commodity merchandise in double row racks with 4' aisles and encapsulated pallets. Storage height is 18 feet. A. General: Install unions in all non-flanged pipe connecti., to apparatus and adjace:it PART 2 - PRODUCTS to all screwed control valves, traps and G. Hydraulic calculations should include simultaneous flew of 100 GPM inside hose flow at p appurtenances req Ing removal for servicing, so located that piping may be disconnected without disturb'; general system. j base of riser, 465 GPM rack flow at base of riser and 400 GPM outside hose flow at p P 9 � g the 1 2.1 PIPING MATERIALS: connection to private Provide dielectric couplings, unions or flanges between galvanized steel and copper pipe p yard main. l� \ A. Cast Iron Soil Pipe: Service weight no-hub cast iron pipe and fittings conforming to or tubing. J ANSI Standard A-112.5.2. 1.3 SPECIFIC REQUIREMENTS: I. Install all piping so as to vent and drain. B. 2. Run all piping parallel to the building structure and support it sufficiently to T I Black Pipe: Schedule 40 pipe, black or galvanized. Size 4' and smaller conform to ASTM A. Underground Mains: Ductile iron, 3-6 bury, backfill per site work specification, 9 t PD y J A120. Size larger than 4" conform to ASTM A53. hydrant spacing maximum 500-feet. prevent sagging. C. Copper Tube: Hard drawn copper, Types K, L and M conforming to ANSI H23.1. Fittings B. Roof Sprinkler Systems: Use 286' roof sprinklers. Assume two future levels of rack B. Sanitary Waste Piping: Slope at uniform grade of 1/4' per foot unless noted otherwise. Q shall be wrought copper solder joint fittings conforming to ANSI 816.22. sprinklers. Include wall post indicators. Include an B" plugged tee in base of risers Make changes in size with reducing and wye fittings. Run exposed piping parallel or i for future rack systems. perpendicular to building structure. 2.2 VALVES: C. inside Hoses: N C. Vent Piping: Horizontal runs free of traps and sloped Nose stations, each equipped with a maximum of 100 of 1-1/2 light p ped to drain to drainage system. 1 A. General: Valv - manufactured by Jenkins, Kennedy, Powell, Walworth, Crane, Nibco, weight lined fire hose and adjustable plastic nozzle shall be provided throughout the 3.2 i'IPF. TEST: lj Stockham, Hammond or Lunkenheimer. warehouse and located to provide coverage to all areas. Hoses to be storod vertically �J B. Gate Valves: A. Drainage, Warts and Vent Piping: Test in accordance with local Plumbing on breakaway peg type racks similar to Taraton by General Fire Service Ltd. g Code 2" and Smaller: Bronze body, 125 psi working pressure, non-rising stem. Nibco Model D. Codes and Standards: provisions. 113. 1. NFPA 13 - 1987 Edition. B. Water Piping: Eliminate air from system. Fill and test at 150 prig for a period of C. Ball Valves: 2. NFPA 24 - 1987 Edition. six hours with no loss in pressure. I. Size 2" and Smaller: Bronze body, 200 psi working pressure, lever handle with 3. NFPA 2310 - 1986 Edition. J stops, threaded or soldered ends to match pipe and bronze stem and ball . Seats SECTION 15880• AIR DISTRIBUTIOIW and seal shall be Buna-N for service of maximum 150'F. For service. over 150'F, 1.4 WORKING DRAWINGS: seat and seal shall s ethylene propylene or teflon. Valve seat replaceable without A. The successful bidder will prepare complete working drawings in detail of the entire I disturbing piping either by swing away or top entry method. Nibco Model 590W for installation from the connection at the city water main to the entirety of the system PART 1 - GENERAL below 150'F, Model 590Y above 150'F. in the building. The working drawings will indicate all normal and special conditions. Clearances from light fixtures and equipment, alarm systems and all other information 1.1 SHOP DRAWINGS: Provide Shop Drawings for the gas unit heaters. 2.3 UNIONS: f A. Steel Pipe Union: 150 pounds malleable iron, brass to iron seat, ground joint, black pertinent etfor completionto the loftthe•workll working drawings will be prepared as soon as PART 2 - PRODUCTS �. or galvanized to match pipe. B. Working Drawings: 1. Sizes 2' and Smaller: Screwed connection. 1. Submit Drawings to City. 2.1 GAS-FIRED UNIT HEATERS: fi l t N General A. : auragas- red unit heaters, piped and wired internally for sin a point I 2. Sizes 2-1/2' and Larger: Flanged connection. 2. Submit eight (8) sets of Drawings bearing above approval to General Contractor `n►' 9•i P 1 L B. Copper Pipe Union: 200 psi working pressure. Bronze body, solder ends. Architect/Engineer approval. field connections. Heavy gauge steel cabinet with baked enamel finish. See Schedule 1 C. Dielectric Unions: 250 psi working pressure. Pipe ends and material to match piping. for capacity, U.L. and AGA approved. P 9 P P P P 9• 3. No work will be performed by the Sprinkler Contractor prior to obtaining final Electric current below 1% of galvanic current. Gasket material as recommended by approval of the Drawings. This final approval will be on a system-by-system basis. B. Direct-driven propeller fan. manufacturer. EPCO or accepted substitution. C. Aluminized steel heat exchanger. Spark ignition. 1.5 FEES, PERMITS AND ASSESSMENT OR NOOK-UP CHARGES: The S rinkier Contractor will obtain 311 P D. Manufacturer: Modine. Reznor, Hastings, Sterling, Trane or approved. permits required and will pay all fees and do all work as required by local, county or State 2.5 ESCUTCHEONS: Brass material, chrome plated finish. Size sufficient to cover all pipe openings through wall , floor or ceiling. Set screw or spring to secure to pipe. building departments to provide the connection to the existing water main regardless of the 2.2 FLUE VENT PIPE: tletalbestos Type "B" or approved. Double wall. 1' clearance to 2.6 PIPE HANGERS AND SUPPORTS: location or construction requirements. combustibles. U.L. labeled. Provide roof vent to match flue. �---- PERMITS AND ASSESSMENT OR HOOK-UP CIIARGES 6 FEES1 , : A. General: Michigan Numbers are indicated but comparable products manufactured by Elcen, 1. SECTION 15950• CONTROLS Kinline, FIS Central, Super Strut or approved substitute. A. Submit six 6 sets in thre,,�-cin birders of the following equipment: . j ( ) ( 9 ) 9 B. Pipe Hangers: Adjustable clevis type or malleable iron, split ring hanger, black, U.L. Backflow device. Air compressors PART 1 - GENERAL listed. Michigan No. 111 or 400 or approved substitute. Vaults. Accelerai:ors PART 3 - EXECUTION �- Fire Department Connectior Pressure switches 1.1 GENERAL: Flexible Couplings and Fittings Water motor gongsADATE. Provide a system of low voltage electric controls. 3.1 PIPE AND PIPEFITTINGS: Hangers Earthquake brace details B. Wiring: Shall 5e as required for a complete o e;•atin control system, Sprinkler Heads Sprinkler Cabinet 9� q p p 9 per State and A. Install unions in all non-flanged pipe connections to apparatus ani; adjacent to all Sprinkler Escutcheons Tamper switches National Electrical Codes. Provide necessary relays, transformers, fusing, switches SCALE PROJ. NO. 9 P P DP ) Gate Valves and Check Valves Site glass indicators and pilot lights. Into tock; and control power from nearest panel. ^ screwed control valves, traps and appurtenances requiring removal for servicing, s° Fire Hydrants Dry pipe valves located that piping may be disconnected without disturbinq the general system. Provide PART 2 - PRODUCTS dielectric couplings, unions or flanges between steel and copper pipe or tubing. Water Flow Switches DR•wN eNEacEo 1. Run all piping parallel to the building structure and support it sufficiently to B. Test Reports: Submit one complete copy of the following reports: U�2.1 UNIT HEATER: Mone Material certificates Overhead Hydrostatic Test Honeywell T81, 38-72' setpaint. prevent sagging. Welders Pipe Certification guarantee SHEET NO 2. Install all piping where p)ssible so as to vent and drain. Certification of Completion PART 3 - EXECUTION a 3. Support all piping independently so that its weight is not carried by the equipment. Back Flow Device Tests required «fills guarantee is in effect a 4. Screwed joints shall have the pipe ends reamed, dope or ti•:De applied to male threads C. Record Drawings: Provide two (21 reproducible (Mylar) and four (4) blue line copies 3.1 SEQUENCE OF OPERATION: Unit heater thermostat to control gas heat to maintain setpoint. only, with the exception of brass to brass joints which shall be made with Teflon� Ther!aostat to be complete with summer fen on-off switch. ( L tape only. of Record Shop Drawings showing 1 deviations trcvll Contract Drawings. Drawing shall be accurate, neat and in clean fi, ished a g tele. OF MECiMMICAL SPECIFICATIONS g I.:F_C•?M1T NOS. tlyl.,_��.�,Er3at.E,lal_,,evt'�'4.,. appearance when delivered to the Engineer. OF 1.2 or 77_ •�rwsa�.w,,.a..r,,..,,•:.M,,,,.",,....-,r. r.�.r., n�w„ne„ �..na�^,„. ,...,r�,,.,.yr. ,�m ^ i ,:•. .,� ' 1 '4,�1lII�I►IIIIIrlrlrll'IIrIIIr�rIlI1111,IIIIIIIIIIIrII�IIIIlI1'111IilIII�1IIIIIII�iIIIIIIII111II��III�I�IIIIIIIIIIIIillllllll�llll�llrllirlr{Illlr�rlrlrlrll{I�III�rIIIrIrIIIIlrillrirlrirlrrl �r ,�m..-.. . ^n ,jr . . _ ._. NOTE: IF THIS MICROFILMED ++� I ? 3 _4 5 6 _ 7 - A • 10 I{ 12 DRAWING IS LESS C:EAR THAN THIS NOTICE, 1T IS DUE TO 301( THF QUALITY OF THE ORIGINAL ` t, DRAWING. OE 62 92 12 92 52 42 F2 22 12 02 6t HI LI 91 51 bl C1 21 11 01 6 9 L 9 S 0 E 2 1 • rullu1hn11unhnlLlnlnlrLnllnulunl:ntlnnhnduulsar�ratut�rrllhwluulnulllullullunln�llnnllutlnulnnlnnllu11u1tlnuhnlh11111u1111uI1n11unhmbnlluuluulludunlunhnlLNllnnI1111IlIUINd�I111IlUlID11�i�1111h1nhlHlHuhnr i APRIL 1991 .+...._... _ } x , l. N SECTION I' . 1'-0' ,lIl-d16 AT PERIMETER a - - — — 9 -- !BUILT UP 1111111100PTOP OF ' - MAIL T UP NOW / O - - --- -I- ,- ML I - --- 1 TI C 7 \ STUL> PARTITION IIAt+Y LAMINA INTO- �__ Qd- BEAM GEE PLI►N — n M�I't�ILII�M1O S AT 0' O.G.kA WAT — ---�. ,GYP CD IN METAL MRAM - 6ri?s''��1T7P K// .vtL�f74i FL2yinr!. �_-- - EDGE AT END - ----_--__ ` w- I/2'bYP tNEATHMCi------ � 0'-b in, 2 X bTUD u11ALL ' L,i"S, — 1/2GYP&EATHMG ,MSTED 2' X 2' 20 GA - — - `- GHANELS W/COMPM66115LE SEALANT TAPE .FILL FULL - \ HT GLASS. 0 ` a/'PaON EPC K In i PAINT E.xroftD PRAMKm BLACK ��y I1�+ .q,,•Cr�IX1ti�Qrx h � "!'f'j.'n TRIPLE PlL1CYc I 1 • 12'Q' CONC.WALL - _ — - A!1, -SEALANT EA SIDE -_• / ' PROVIDE a'LONIM lPA. I.P _' FILLER PWO AT PANEL �) LENGT}I C0"CTIONI6 M LIEU OF '�- - ®UTMPPLY CLIP. c, 4LAa6 � .! --1-- - ------ - __- - �,--- ------ ---- ---1--- z N n !D ITION/WINDOW INTERSECTION 3 `� ` 1 ELEVATION AIQT , . I-o. r . I'-o' S uj SPANDREL EL _ - a uj BCNIt -I-IA 114' I'-®' _ LOA X X Q " z - — 1 w' X 12' CLEAR rLAII wAr PER J Cc*�TE U:ALL — I r LOW FL 2 x sTUDa-------- -- -- AT If'OAC \ I'-4'HIbH,I'-a'WIDE, 1'-2' or _ DEEP 21 GA.GALY.LEADER ' y rri y�� I ' FEAD W1 '♦0\12MOW sem__ , + t!2' HOLN EA SIDE AND In' 12' X 12'CLEAR b In' D1A P.Q. — _ , bALV.MESH 8011111IMEN AT FLASFED 6CtM'FfiR AT 40'0 C. I OFTN%2 1 DOUNI6POUT. ell; WIc.`�iALL STUD uw.l S TAPEIID 2 x a P.T.PLATE ON ELOPE CONICRETE. � r 6 LAMINA ONT10 FRAMMCs •�,_ �-•- __.�._. _ _ __ ....._.._ti..� .-.. .�. ter.....-.1.... - -. -. SCUPPER DETAIL 8 SCUPPER DETAIL 5 MITA/SC.UP l�10111rArIR1 A .rr • t OATS .. �CAIE PRCT+I. NO. N. p11At)sT4 LGP IRM SMQET NO - I I_I I'I1 t PI(]5. 17791,''i�.E391660,891.941a VLMIG PLOT DATE IF 14 Or •It♦11yA/WO �tI111 IIII111 1111111 IIII111 IIII111 IIII111 IIIIIII 1�1�111 IIII1�11111I111t IIIIIIIIIIIIII IIIIIIII111I111 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIt11111III11111I1III1111111Irllllll i I I 1 1 5 6I_--� h NOTE: lF TN IS MlCROFILMEh � �` DRAWING IS LESS CLEAR THAN ' THIS WOTICE, IT IS 1111E TO ` THE QUALITY OF THE ORIGINAL -- -- DRAWING. Of. FZ 92 LZ 92 SZ fZ EZ ZZ IZ OZ 61 91 LI 91 91 1•I Cl 21 II 01 • 9 L 9 S1-. rr b E Z 1"•�"- " rNllluhUr�unlunlnnhut�nnlun�UnI1U111111Iuu�nnhut�lurlun�w11I1t1111111IIItIIIg1IlIUII1qI1►HIIn111111�u111111111111I111111111Ii11tlniillllili111llilil111�1111IIItII111111111I1U1I1H1�1{111uullulluNl11nI11NIIWIHEfIWIIIIIIIIUtIl1lIUIIIIIUIIlIgl1UII1N � ^ ' - R � • APRIL 11 1991 COLUMN AND F00TNG SC44FDULE GVLFTC•1 COLUMN BABE It FOOTING REINFORCINCs NOTES ��;;� 1 2 3 4 5 I L'.! GL 6 3/4k 10 1/2' tewE DETAIL_7_/6-Z _ 6'-m'x W-Vx Ib' (13)-05EAC44 WAY 01 - -- - -- GONG. PANEL --- b'-i'x i'-bk 70' lbJ-rb EACH WIRY _ - --_ --- _-- -------- -_ __ - --------------- - - 310'-0 _-31 ®' V) 03 z 1L w Q DESIGN 601L PRE68l1Rt: - 2000 PSP T• T, L / "LIGATES DEPTH OF TOP OF FOOTING BELOW FIN FLOOR � --- --- ---- ----- - -- 2. /x`, INDICATES PANEL TtPf BEE I 1 9 4 - , r ---- -------- -------------- --_----------- ------------- ------------ --------------------------- ---- -- _ ___- 1 I ] _ ° p I - 6_2 ��-- POOTI _ - - - - - _-----_ -- _-- - -- --- `� _ �1 -TRIP J I'-ik IZ' "I' � I I Q WITH 4D TOP 1 9 -1 ^ L"OTTOM(TYPICAL) \CONTROL JOIN1 CONT. t' 0(41 1 1 l { THROUGH -TRIP 1 1 l STOP REINFORCING P?'-3' !6' x 1 in' PLASTIC STRIP (TYPICAL) N CLEAR OF JOINT SET WITH GUIDE �? v 0 0 �' o U 1 Q N n N � 11 N r--� r-- �'-� 1 _. -. 141i_ _ • I 1 is\ —~ 1 1 I I� z 6' GONG. BLAB WIT" 04 AT 32' O.G. -AWN JOINTS:JOINT DEPTH AT IS OF SLAB DEPTH. 6AWING 6 a-) 111 � EACH WAY OVER b' COMPACTED CR WED TO OCCUR AS SOON AS CONCRETE (;AN BE 'r 0' ' i 1 BAWN WITHOUT SPALLING 1u 1 0,11 O _ �'l __ O r ----- ' \� �Q► yL i iy en 111 I ROCK OVER COMPACTED &ZW AVE• WET CONTROL JOINT (CJ.) Or r--; ;- -- -- - -- - - - -- ;-- y/ ----- - r I.Tj i TYPICAL A7 4 i i 1/6'RADIUS TOOLED EDuE , 3.4'x I I/1'KEY. IOP AND BOTTOM SLOPE I/Z' BEAM BEARING a-Z 1 ' � 4 TYPICAL At {�, ��Ly IN I'-V'MAX LOCATE BI 1 KEY AT MID BLAB DEPTH _' ' 1 111 �-2 �� BEARING McGP N, N 3 I I II I n / \ I Dr Or I I 1 , 0 t'' N I 7YPI W 04 COLD KEYED CONTROL JOINT IG.JJ 1 N 1 i` 81M 6-1 JOINT C - I G O O � II 1 D v I/Z' is t'-m' SMOOTH GREASED B 1 6-Z 01 O I/6' RADIUS TOOLED EDGE 'DOWEL. - 1 O O O O --_ - 1 I -._--- I • cy) Y I n z W W1 Ld 4 -1'-D, ••� Chi ry DOWELLED JOINT INSTRUCTIONS: Z ��6' 6-2 TYPICAL 6-2/ I I - I - DOWELS ARE TO BE 5AWN OR IF SHEARED GRIND `�`� °� Or__� Or--� `ter-- Or' ' I I V < th __ 1 -- ENDS TO REMOVE DEFcJRMITIEB Or-_y Or--, -- � � W 2 - CAREFULLY REALIGN BARB AFTER TROWELING GLAD 1 TO INSURE BAR 18 PERPENDICULAR TO JOINT 1 � J L J ` + HORIZONTALLY AND VERTICALLY I 0 1 ` I • I I 3 -GREASE ONE END OF BAR 1 zU a II 7 COLD (DOWELLED) CONTROL JOINT e _°'.o' ` z , , 1 � -Is-0 NOTES: - ALL CONSTRUCTION JOINTS TO BE COLD CONTROL JOINTS 1 / V , � i -6'-0' • • �- ; FOOTING STEP -SEE PLANS AND BPEGIFICATIONB FOT TYPE AND LOCATION t11 • 4 I'-0 -- 46-O I'-0 OF JOINT TYPES `' 8-1 SEF 6 I \\ i i > _ LLJ /1 ____ --__ ------------_ 1 _ _____ _J L --------------- C2 _ __________ 1 TYPICAL CONTROL JOINTS 0 ° 1 A Q I ZD�I -- 2 I r\'\' \, 's _1 B0IJITA/84311D11 I' V-0 1 1 � 6.l °IM 9 TYP i i IL 1 i i F 61M 1 -� 6-1 4 -3''0' A 6.1 FOOTMG� II M (TYPICAL) I _ FOUR_ .---- -- - - - 1 1 STRIP ., . PRE CAST C40NCRETE TILT UP WALL I V-0,1-61 L IDT NOTE, -- ----- - 04 DOWELS x ©'-4' I L LA12'-0' a'-b. 81_b. b r - 3 IZ'-0' t • GRID ORIENT LONG DIRECTION Of' AT 4'-0' O.G. BENT OVER WALL BAR COLLO-IN ON EAST-WEST AXIS] OR USE I/2' DIA T'aRFADED ROD X 2'-0' /4'-m 8-1 _0• 6-I IN LOOP INSERT OF FLUSH SHELL / 1 - 3'•4' I'-D'' 8,-0, �,-0, �3'-4' 3' a-0 1 0 y_a• — TYPICAL POUR JOINT (PJ)SIMILAR 2 -6' TO COLD CONTROL JOINT EXCEPT RLN PANEL 28'-0' 14'-0' 24'-0' 14'-®' 49'-PJ' 46'-0' 19'-0' - `4'-0' _14'-0" Z6'-0' - S 7BASE PLATE, L-' X 1/4' SIDE PLATE$. SEINFORCIW,b THROUGH JOINT --- �f ` • / 1/2' BEARING PLATE. 2- 3/4' DIA -�- BOLTS THROUGH COLUMN AND 2- ^- i 3/4' DIA DRILLED ANCHOR BOLTS TO PIER / V � 2 3 4 � 4- •S VERT6 WITH 2- 03 TIE62 ; E C, AT ©'-2' O.G.TOP o Oo c �, 0 I •0 E < r1 --° - --�• GOMP'AC.TED BACKFILL AT EACH SIDE OF WALL - USE CRUSHED l� ROCK INSIDE ® � } ` COMPACTED BAND OR X 9 r SHIM PANELS AT S'-0' O.G.MAXIMLH - 5po GRAVEL BACKFILL DO CotODUTxWITHININ 24 HOURS OF SEE OHIM6 PER TTING AND Esa epi p ' o� NOT RILL WITH CONCRETE. Q �.- s_- 'p PANEL ---- -- -- ----------------- - b. FOUNDATION PLAN _ — -- _ --� 1 1!1' 61a RAIL lu r -- PLAN FOR°OOTI43l FOOTING SIZE AND -SEE '•;' • ' REINFORCING AT I 812E AND REINFORGIPYs FOUNDATION PLAN ----- - - -----------------J - --- SEE fI-AN 21'-3' CLEAR d x i '- DIa POST AX, Q AT 6'-0' O.G.MAX }r ----- — 'a ------------ ------ ul 2 INTERIOR COLUMN AT FOOTIWS 3 SLAB AT WALL 1 PMR JOINT - - B0NITA/90aaD2 1' . 1'-0' _ 150NITA/04'321D13 ----- — --_- Z _ -_ _- _-______ __-_ e 1 0 µNOSING PsAR TYPICAL BLAB INF.. •4 AT 12' O.C.EACH WAY EACH TREAD PER PLAN \ • • -- .- , ' -- - / _ EXTEND VERT. N w x 3' x Ild' ANGLE W" 2' DIALe - REiNF. 16' AND BEND INTO BLAB On Oa E30L78 AT 2' 2' O.0 w �L`� ' 0 p V - I i Oe cy 1, \ ��- �V • 1 SEDGE ANGLE Ar OVERHEAD DOORS /PREMOLD FILLER ry 3/4' TOOLED JOINT $ 11J6 v 1!2' DIA.THREADED ROD r. • n°� IN DRILLED INSERT AT t E / TOOLED PANEL EDGE W' O.G c 8 ,•/ STEP EXTERIOR GRADE 1/4' '-J-- - 4T 4'-0' O.G.TO MATCH SLAB •- Y I ' ' +4 REBAR X fD'-4' r AT MAN DOORS Up• Q SLOPE BLAB 0'-, IN I'-Pr' � -SLAB WITH TYPICAL REINFORCING 2'� 6 REINFORCING _ _ I i. •4 AT 16' OC, i, AT OVERF-1E AD DOORS � tel- 1� •.' •4 4T 11' O.C. EACH WAY rP STAIRS WAY AT I I TILT-UP WALL 1 _ a a DOCK BUMPER a. _ _-_.- I 9 i r PAVING l ,� r J • CONC.WALL W/•4 - -- -UNDISTURBED O r o p 4v(d��• t t A, I2' O.G.EACH.WAY I 1 EARTH O ~`-�� coo 6 .e`�j� [SEE ARCHITECRJRAL FOR II II° COMPACTED DAGKFILL AT EACH aL STAIR DIMEN610N8 ` p MATCH FOOTING REINFORCING 85 + °IDE OF WALL - USE CRUSHED coo "' 1 Q• BEND PANEL REINFORCING INTO PAVING OR GRADE I WITH +S TIES BY ROCK INSIDE b 8 SLAB 2'-0' 1� - - l 1� —_ 11 �- ® Q:\) -- ---- -- \�i' RIGID FOAFI BOARD INSULATION60 REINFORCING - " :^ AT WINDOW PANELS AND RECESSES <? b _- BEE FOUNDATION PLAN I'-m' • • ' -_ • � FOOTING SIZE AND . r .•. . : �•u VERT$ At 4'-0' O.C. - STANDARD • REINF,ARCING - SEE w.. - TYPICAL. FOOTING AND REINFORCING FOOTING SIZE AND REINFORG!NG �.� HOOK AT HOTTOM UAN 0 • FOUNDATION PLAN AT FOUNDATION PLAN --�- µ CONT. TOP AND BOTTOM I•_0. •'•"• LL tl 4 81.48 EDCsE AT DOOR 0PENW-2 5 LOADMA DOCK - TILT WALL _� FOOTINC�s STEP � STOREFRONT ENTRY 8 STAIR. SECTION 9 STAIR SECTION SATE �� May J. S-l B0NITA/6432014 I' . I' 0' S_l B0NITA/64321DIb 1' • I'-0' tDONItA/64321DI6 1' • I'-0' CJ_, t!J0fJlTA/e43Z1611 I' • I'-D' G-1 t90NITA/•J066D16 I' ■ I'-G7' _, B(71JItA/9�ABC216 I' • I'-0' SCALE P110J. N0. .J I 1/16'=I'-f�' 9088 DRAWN CHECKED JAK GW SHEET NO PLOT DATES: 4rd/1�ee - FS,49 9/1/1li11 - 6,16 9/I0/19ft - 12,% 'FFIMT'T N(7, . R9.M.i1,891660,891�'49 i BONITO/9ra885-1 r1F s • "I _ _ gip"•"...._::,•, _ �!I I I►' v I I 111 III III ._.. ..,.h ._...., , ,: ,.,, ,�,, . latl•C•illr?M,ltlul•M■w�f»+•+•^•-�MM+ y .a.,»ms ,n.s wM. ...,•.. -•.h ,. .+"""" ! I I I I ! I'f'III'I'11111fIIlIIfIlI111tII1I11111'IIIIIII�{II'1111tit ilIIIJill 11 111111111111111111111{1111111�1111f11{1fIIIlI11111111{IIIIIIIIItI11111I11111f II11111111111l111 _. _ w I ^' 2 3 4 5 6 7 8 9 10 II 12 NOTE: IF 1H IS MICROFILMED - "- ---'--� DRAWING IS LESS CLEAR THAN THIS NOTICF, 11 IS DUE TO THF QUALITY OF THE ORIGINAL - ---- - "-' M "� DRAWING. OE 62 92 LZ 92 s2 f•2 EZ 22 12 02 61 91 LI 91 SI bl EI 211 11 Of 6 9 L 9 Is r Ie.. z (Man. N1lnulnnlnnlunl��hlnlnnhullllullull11111uuluulucllnllnnluulnn1111111IIIIIIuJIIp{IIIIIIp11111111II:IIIItIIUIllllllNitllUltIHIII11111111IIINIINIIINtI11NIll11IIIIIIIINI1111IIllilU1f11ulhulluf111nflflffllllhN6ll1UIIIUIlf11U1lllllflllllllllllllWIIIN �; , APRIL 11 1991 V CLEAR LOCATE CONNECTION AT MID-HEIGHT AND 1'-0' DELCYU FOR (E.F. )LO G GALLED OUT LEA TCx' OF FRAMING (2 CONNECTIONS PER PANEL JOINT) DUTTERFLY GOMIEGTION, 1/4: PLATE FAGS C-L F. /LOCATE m'-I'MAX CLEAR 3�4� CL WHERE PANEL JOINT OCCURS AT BEAM LINE, LOCATE x 0'-3'X 0'-8' WITH 1/4' SLOT AND 111' OF EACH PANEL FADE �P. ONE PANEL CONNECTION AT MID-HEIGHT ONLY. DIA CENTER!+OLE. 19END TOP ANDr-iV'-I' CLEAR DOTT-+•i LEGS IN OPPOSINGd DIRECTIONS - r-®'-3' X 3/8' X I'-0' FLAT BAR TO FILL JOINT Y - u4 ,77 WITH 2- 1/2' DIA x I'-b' NELSON V PANEL THIICICNE 36 � 1 � DEFORMED BARS BENT AROUND EXTRA AS SPECIFIED ' �Z. / 3/8' DENT E x 4'x 12' WITH (2)-IR' DIA V) VERTICAL 04 DAR by 4'-0' LONCs - 1 � I �� Z SPECIAL PANEL REINFORCING _ " x 18' NELSON DEFORMED 4 VENT. O PER PANEL ELEVATION , I Al 8' OC. BENT AROUND �4 VERT. x 4'-m. 5 _ -- EACH SIDE. p0 I !4 l7)-•1 VERT GLR If ce NOT OVERHEAT. I ILELn EACH LEG +J/4' GNAI1FER AT W r - ' EXTERIOR FACE /�*I �q�� I I I!1 + 11 /2. OIJG FILLER ROD DIA • JOINT DO NOT OVERHEAT 4A PANEL SECTION --- i 4 8 L 0'-8' LONG FILLER ROD BY JOINT 2 I/2'x2 17'x3/8'xl'-O'A►YLE WITH I WIDTH •1/8'. (DO NOT USE MULTIPLE �I 2- 1/7' DIA x I'-b' NELSON TYPICAL PANEL EpGE Cj_2 SMALL RODS TO FILL JOINT.) INTERIOR FACE - DEFORMED ANCHOR El.+RS SENT i WIDTH • I/8' DO NOT USE MULTIPLE (POURED UP) OVER 4 x 4'-0' ARTICA,L M'IALL RODE TO FILL Jc71NT. • $ I!2' X 2 I/2' X 3/8' X I'-0' 4Ncs1E \ BEAM ADOBE I SPANDIFfL REnJF f HEAVY TOOLED EDGE �' WIT44 2- I/2' DIA. DY i'-b' NEL.- AT SURFACE POURED REINF. L DEFORMED BARS BENT Ov[R EXTRA UP 1' CLEAR I C�'E EA PANEL �EO SIDE - DO 64 BY 4'-0' VERTICAL -- --------- ^------- T ORI i V4 8 `NOT OVER1aEAT 3' X 3' X 1/4' ANGLE , MORIZ SECTION WITH 1/2' PIA. is 0'-�0' 3/4' �-LR I IRROVIDE � � ,� A \a J-BOLTS AT 2'-0' — 12' DA(.K UP ROD. 150*. OF NOTE. RUN ANGLE FULL HEIGHT =2 ' \ / \ 1 - /4' ALERT 'TF' BEARING PAD • • � f ExTERIOR FADE U.o 11 JOINT WIDTH. AT ALL OVERHEAD DOORS - 3 W/(4)-s1 A70b DEFORMED • - t =_- -- SHAPE TO FIT BEARING AREA ARS x 4' m' (2) IZ 3/4' CHAMFER AT ALL - ' �_-- CAULK JOINT CLEAR Ex�OSEn Pav>~L EDCaEB PANEL EDGE ANGLE _ _ ___ - _ �. --. _ _._ ---- \ 4'SLR AND (2)-V£RT;CAL5/4- TYIDiGAL HIOR :[iiii4�L. (3)-04 EACH FACE \4 TIES 2 m, PP�I�EL JOINT DOES NOT \ --� � SEE t 1 ADDITIONAL NOTED AT DETAIL 2 ACGITIONAL NOTES AT DETA,L I HE IGHT C� _� 8-2J ((4�EACH AT 24' OGWT OCCUR AT SIM. GOND. FOR ADU,L'INF 2OR11ATION b-2 FUI.i � PROVIDE (60-04 EACH t PANEL TOTAL) I FACE ,w^ TIES x4�� A PANEL CORNER CONNECTION LAT 24' OG_Fi4.L ll—TDO w . S_4 5ONITA/S4321Db 11/2' • 1-m' -, TYPICAL PANEL JOINT 3 PANEL EDGE DETAILS K-4-�'N EXTRA REINR AT t3EAI"I LINE 5 SPANDREL EMARMs DETAIL 6 PANEL CONNECTION ` (^ - DONITA/64321D8 1 1/'1' - P-Q' DONITA/84321D10 1 1/2' - I'-0' (J' _2 DONITA/84321D23 11/2' - 1'-0' CJ_2 DONITA/10"012 1 Irl' ■ 1'-FJ' ��j6,,N � BONITA/84321D1 t X11' 1'-0' CJ-? 2 4 1l2)-lb AT PERIMETER l2)-S EACH FACE, EACH SIDE OF OPENINGS WIL-,ER TER THAN 4'-0'. HOOK EN1 6 AS REQUIRED - -- -- __- -- - - - - - - --- - - - - --_ Ito -- -- - - —--a. --- _ - -- - -- ------ - TOP OF FRAMING, DOTTOM It v TOP OF \ OF PLYWOOD _ _ --_ -- -- - - - TOP OF - z 2 1/2'x 2 1/2'x 5/8'x. I'-0' ANGLE - - - - --- - - - --------- - -------- - - - - - - - - 1-0,FRAMNa wN DIAx ,8' NELSON GL' DEFORMED ANCHORS AT 8' OC. DENT AROUND 44x 4'-0' - -- + J 94 GONTMUOI{S AROUND � 0V. 6EE PERIMETER OF PANEL ��6EE 1 2 Ln o 6-2 l-_f TYPICAL PANEL REINFORCING FOR 1 1/2' THICK PANEL _ Z ►b AT 1'-0' ON CENTER EACH r� WAY - U.O.K �•?G r TYPICAL REIPFORGMG - lb AT 14' O.G.EACH WAY. � � • - - W LiJ 11' � O d � TYPICAL REINFORCING- W ii ■5 AT 12' O.G. Vr o ADDITIONAL NOTES AT DETAIL 1 r '� W s 0a: 0 J -1 PANEL CONNECTION D01�ItA/9m88D!3 1 1R' • 1'-®' SEE 2 TWO CONNECTION6 FOR EACH F_J a_ SECTIONS-A I � ?/ /eIDE of PANELS AT MID ' I'-0' % HEIGHT ANP P-0' BELOW9 / - -- - `� TOP OF FRAMING (2)-45 AT PERIMETER - /(2)-l5 ABOVE W a � v Wz l2)-65 A15OVE AND —��_-_ / OPENING >Q -- _ BELOW OPENING OR -- - - TOP OF _ - TOP OF / �'SIDE OPNG 01'E BHEIGHT r A EACH TYPICAL REINFO}2CIF1G: (2)-S I' CLEAR EACH __- - \ 3 AT IV O.G.EA,WAYT XOPENINGS STOP FACE (4- REINFORCING - / \\SEE 01 43 TOTAL) / / !� i' CLEAR EACH 2'-0 BEYOND OPENING /� ' l2J-' PAGE (4-db TOTAL) I (2D WrIERE 2'-0' EXTENSION 15 j n SEE�81M 3 �T 1'00801D PROVIDE (4)-�S EACHFADE \8-2, 8-? _ I %W!'3 TIES EAGN � 2 05 AT TOP AND BOTTOM %4A 4A % SIDE OF OPENING. 3 4A S \� OF ALL OPENINGS. EXTEND S-2 r3 2 --.(2)-3 x—,$'-O 2 / SPACE TIEiB AT 12' 4'-0' 4''m� 4'-0, r 8-2 6-2 , \\ 8-2 �WH'cRE V-O'1EXTENSION B / OPI:NMG - DAL i O.G. TO 2'-.:T ABO OE 6 �\ NOT ID0861BLE PROVIDE -� AT 24' O.G. / 90' HOOK x 0'-b' _ --- Flh- -- - - - - - FLR--- -- ---- -- - FLR - - -- - - - - - -- - _---- ---- / PROVIDE 8 LONG - (4)-9I' (2)-6'T FULL/ FILLER ROD AT PANEL I LENGTH 5 CONNECTIONS IN LIEU OF S-2 BUTTERFLY CLIP. ----- ---- - --_.-.--- ---------- - \`- - NOS PANEL TYPE A (4)-■5 EACH FACE W/*3 TIES - SPACE TIES AT 12' O.G. TO 2'-0' ADOVE OPENINGS- 61M. TO DE 1 1/2' THICK -----•------ -----'---- ----------------- ------------------------- ----------------- TIESA T 12 A7 24' 0.C. Q - ---------------- ------ ------------ 1� TYPICAL. TILT UP PANEL � -----------------._. ------- ---- --- ----- ----- S SPANDREL ELEVATION --------•------- --- ------------------------- ----------------------- - HOLD PANEL EDGE I'-0' LOW FIN. ---------------- ------- --- ----- - -- ------- ----------- ------------ S-2 too THICK DONITa/ea321D5 I/4'•I'-0' 11 PANEL ELEVATION - 1 1 �� L�, DATEExTERIORO� -2 (1 Irl' THICK) DONITA/84321D2b I/4'-I'-0' /r� 1 , y ti S-2 1 I.!F� TT'T(C1� D�ITA,"9088D4 e PANEL ELEVATION - TYPE S-2 I/i, THICK 50NITA/9088D3 V4'-1'-(d' c n V (2)-55 EACH- 1 PROVIDE 8' FILLER ROD PER S-2 RFLY CLIP AT FADE FULL ` PANEL CONNECT ON THIS LOCATION. IN L.IEU Or HEIGHT TOP OF -- - -- - ----- - i n Y - --- PANEL I _ rfLI BCIP>� ' 43 AT 17`0 O.C. I pOR ADDITIc7NA1 SPANDREL °5 AT 12' i?.C.\ NOTES AND INFORMATIONI PANEL SEE [ � C1)-'S Ar PERIMETER PERIMETER /(2)-410p AT PER / 2Tor BCE �S-1 ----- -- J TOP OF _ _ - - - ---- FIRM OF �.�., --- --- --- --- - - -- FRAMING FRAMING _ -- - --- /� 8-2 -- - - 120 ---- (2)-03 A15OVE AND i BELOW OPENING (2)-+S ADOVE AND 6 i BELOW OPENING OPEN 8-2 ---- -- - -- ---- ----------__ _- ----- ----- SEE 1 i --- -- --- - - 6 2 6-2 SEE I b d OPEN OPENOPEN / bM 81M. 4A OPEN (2)-p3 TO SPANDREL DRG <4� - - j\ FACE � - -. _. _. - ---- --------- _�._� - --- ---r•-- -- (TYPICAL 4 LOCATIONS,, (3)-1b EACH FACE - EA SIDE O - -- - E ow Fr'• - - - - m OW �- EANDB --- -------- - - .� ---- - - - - --- -- - - --- - - - - - --- - - __ - - - LR At 12' c7.G. TO 03 TIE ABOVE AND TDEL 2'- VE ,AND BELOW !LR / OPENING - BALANCE AT 24 O —--- --- -- .._..------ -- -- --- AT 24' O.C. EA. SIDE (T 24' OC (TYPICAL 4 LOGATNClv9� DATE �I ��y I� SCALE PROJ. NO. — -------- - ---.. -- NOT - D .302e I ---------^--- ----- ----- --—- — -- --- ----------------------------- ----- --------------------------------------- ------------ - --------------------------------------------- nRAwN CHECKED -------------^------^------------ --------- --- ------ ----- ------ -------- LOORLI' , \" HOLD PANEL ECXsE I'•®' Jf1K GV1/ 13 PANEL ELEVATION T'1'-PEA 14 P ELEVATION - 1 1 FE E BELOW FINISH F M y AT EXTERIOR c 12 4ANEL ELEVATION - TYPE tL S-'' '1 1/2% THICK 19C>r11TA/■1088D9 !/L'.{'-0' S-2 111 HICK DONITA/4i088f�1m I/4'-I'-D' PLOT DATE 6+ l , �•.y ISONITAA¢28tD6 '/4'•1'-O' 4/36/14811 - 1:32 5 I='EMIT N55. 8S'1:?�ii,139166l=1,E191^��1`' CJ-2 I� Tf"TIVt\ 4/2811 8s &315I b16/111M - 10tb1 BONITA/9m88S-2 OF 16 OF 2 �y A f L+f l�►`"'7 4' Pf ?, N•n"�'�;j i!`.fth j.k;; ''wn'�?4'. I#��h �.�_'S i4'P +'„4, r,r N'• / :: t. .'t'!�,` ;"•, r•• .. ., :.... sY ._ s.. ,......;;...._ .•s....aac-e.Ywows!, y I 1 1 1 I IIInnNsww.—A,n.,..a..,:aryrrwr:a�ni,��n^...�,s�bu µ,�n.�, aw.•„MMMw' awr�.7-MtlFM[.i.,wrewNr�tinnKft:,ret�.rYn • ' '`�� I I I I .111111 1111111 1111111 1111111 I�11111 1�1'f4Y I�III'J11111`III 11111111111+IIII11111I111 IIII111111111111111I1111111I11111II�IIIIIII�IIIIII1I111111111111111�II11111I111 �...... _�..,�+}•r..w+�..,,u....:.._ /./, �1 7 I I I I I i 1 I I I 1 •'� f '�` 1 2 3 4 ? 6 .�� _._.. 9 9 IID � I!_ 12 NOTE: If THIS MICROFSLMED --�--� DRAINING IS LESS CLEAP THAN - THIS NOTICE, I1 IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. OE 8� 97 l2 92 SZ f2 EZ 2t IZ oz 61 91 LI 91 SI 111 EI ZI II 01 6 9 L 9 S d E 2 1N"" ►{IiuNINn1NHIHHL1Nb1111HNh1nhNllnnlllaluNhu111111hNd1Hd►+nhNllunluuluUlnuhn11m11nnlnnlNuln111nNlnn!Nldrmhlnhnllnnluululdnulurllr1111uul1ull►Iuhluhu111H11nuhnllnuh111IIWr{111IIHIhIUUlrlhllllnullu►Ilwbu{ , IF APRIL ill 1991 - > -, nae.• -rr,. .....r :,..,•_. .,. .,. .:,...,... .-,,.,.-.. ._.,.,.-. __ .. , - ._. 1 _ 170'•0' _ -_._ wS 2,111 780- ' -4D_m40'-O' —_. _ 4••O' 4e O 11.a. _ )I O' C I 714 Dr.E eIpP IR L'-4 N' AT 74'GG(TYPICAL/ 6-4 14 ]•'•4 W. TpT\ &m.Cox PLYWOOD , MiAT7 n(M _,—._, I I I GICYLIOW < x 7.'-C i ! 14 GF O OL e k]I• b V• 94 N• 94 N• GL e v •. ]I• OL ve', i• i B c • V7 1 1 OIL 6 VWX M' c • IVA. 1 III &trom w1=1110-6 1 4xw Dr_'I t W- OG — ._ !1I AT•'•O'Op. T 17 '�' ]T•T N' , I t4 I I 644• I BEAT, 4L TALL '2 I I }. TOF I I DEAM AL A T 07.• 171' DVD 34 IR' GL D I/6'. 34 1R' GL 0 k 71' [{ Iro'N ] C d• L41 OL b 'N ]I• D • P \J w MRG/'p Im _ ( 6 wimal-a NODTT•b w cynsctae n••od_ a.r DrR AT r•o• n'-o. n'-m. rpr f/41OL e k 71' C•ID1/e' 94 In' , GL ' /e'. IR' b 171'I I GL D 1/e'r 9 _ Z x p p p R T i F SII/4 I I i 1 . N I I I I I I I 1—+ 0 < o _ - I _ • 4 >._ 4x1•Dr.'1 AT/'-O.04 b 7• I I I I I i i I I ~ I I ]�-�TOr• \�[ LR• o r TryL /e'. 11• D I/e' 34 In 4L•V•1 34 IR' I GL b 111' GL a I/n'. 39'. —._—_� Z\ y N. T v WW _ MAT •'-m' OD. -4 . •1/.em1 IIIIr D k- IIIc1I �_. / II . m T Ic n• I I . m• 2`p' cr rj a]- Vb'x4e" ' I0IQQ Q V- ]I'Ii 11 6L IU 0. 0.OwcT I' I I GLIIR'x AIA' AT W-0'0C SPI b'.I V/'- •lb v'.t rT o PIP X' # JTO NI — —4 , FTpr. Iy r�• vi TAr. I Tpr ' o I tD 5 i 3 TI I` NI II N' r `- al ]T-O' •GlTER ( EC:LRMMER 7 '•b N' DGIPPER F m DOBN6Pm 11 IIA • DOIIFMR'1UT D . I 'O . DOBNDPOUT IIA DOBWI•OIrt TIe1B•ED n TALI TRINDED 6-4 b-4 / 's]I D 6-4 AT 24'OG. AT 14.OG UIOCXI TIU•6Ee 6c17PPER A ] DG•. 6•] LOOP T16166Eb AT ]4. ea DOUN•POUT � I.�ep '! AT 24' OD. • °� I ° 4 I EEADW ND ROOF FRAMINCs PLAN .'-R' E•••r9 V4' . I'-m. rpr. • TD)>l� s-4 NOTEb L T IC+Y ROOF BNEATMRYA bro'cvx PLYUCOD. M X S]/10. NAIL URTN•e1 At r•Os ALL 6UPPORTED EDGI AVD" AT n'OG M FIELD. AT"TOYED ARE4 NAIL SY•cl AT 4.Op.4LL PAFYL EDO"AND W Al 0.OD.M L, . 6EE DETAIL&eTNpleFOIC T IOAL 0*R EY PANEL LAYOUT. •-4 6.4 ]. � MDICATED ELEVATION Al TOP OF FlRAfiMG ABOVE RM16H FLOOR 9" TDF. MDICATE6 TOP OF FIFAMMO(EOTTOM OF F•LTWWDJ. 4" TDA MDICATED TOP Or WALL O Z Q z U- 7: - O O DATE B1 MAY 'A� scAlF r,r. No. I/Ib'•I'-0' 9088 JAK cW WEFT ND bnnero bA/mn - MT bAAf•f - 421 b/MI!•f - M4l ' ero/Iff - un] FE"M[T NOS. 891STnr E191660,69I94'+ I /9088 - u I - ,I1 .:nl �1lil/1g111111111111111141111111111111111 IN11111111111111t1111(111�111111111111111111N1111. 11111111Q11111111111111111111111111111111111II�I1111111111111 0111111111111]1111111111111112 1 + e NOTE: IF THIS MICROFILFED 1 .2r 3 6 E 7 • ' DMRIIND 15 LESS CLEAR MRN / TIM NDT1(f. IT IS DIE TO '. TIE 9UALITY OF THE ORIGINAL NBE111O• Ot 62 B2 L2 02 SZ K E2 2d 12 02 el 61 !I BI 51 bl U 21 II 01 e • 1 9 S Y C 2 1•'••^ �INLIDI1IRluDI n1lLndnRlnNlnnluRIDDIRF,hudNldmIA,NINDIxnlullLuduuLlubullunhndunlunluul4el IN IluuIwllMdnnlludunluululllnulunln111N1111w110IlUGL1Dh1 uiuuluu6mhwhwfnuluuhwlwdWl6nlhnlllwhm APRIL 111" 1991 NOTE: WHEN CONNECTION DOES NOT OCCUR AT A PANEL_ JOINT SUHSTITUTE FOR EMMED ANGLE WITH A 3' X 3' X Irl' X I'-8' ANGLE WITH b- 1/2' DIA X I'-b' LONG NELSON DEFORMED ANGHORO 2X Ff bbURE TREATED TOP PL ATE `i -WITH 1/2' DIA ANCHOR BOLTS AT - S' it 3' k I/Z' X m'-ID' ANCsLE SPACING OR 2 - IbC d AT 24' O.G. I' 1;; ONCRETE TILT-UF' WALL WITH 3- I/2' DIA t5Y I'-b' OPTIONAL WHEN USED AS A FORM. f NELSON DEFORMED DARB b PLYWOOD EDGE NAILING 0C•Gl1Rb lilF, /4x !EDGER AT DETAIL (BEYOND)SEE DETAIL b U 114 �' .SIMPSON '8718' AT 4a' U.G_ - I—, e-4 ,�II ` WRAP DEHINp LEDGER A8 PLYWOOD AT ROOF FRAMING PLAN u' TO LEDW AND 8U15PUURLIN Y to -y TRIM ANGLE A8 ''i. / % / e-4 PLYWOOD SHEATHINCa +GRE rE TILT-I;°' 1Al L S 1 r - HOLD TOP OF 1"URLIN i INBT.!�LL NAILS SHOWN w `\ REQUIr ED FOR L d' ___-- D FIRST �- ---� 4 REINFORGRJG _-_- Irl' AWVE TOP OF DASHED ------------'I e �! BEAM TO ALLOW FOR I BIMPSON 0' X 3' /. 3' PLATE DRILL 13, X I I/2' HOLE - I SHRIWAIGE (USESTLO IN AT , O.G. H w1SMALLER HANER „EACODEPTH)LET (SAI NOVER FIRST 2 PURL INS OVER EXTRA II PURLM U11.Y. USE 04 X 4'-O'LCNG 41 / HANGER DEPTH EQUAL IP 41 TO!'ORCIN DEPTH FOR I III 1 SUB PURLIN 3LU-LAM BEAM NOT - U • {'', 1 - t f 9HOWJ FOR CLARITY _ 1/4` BY BEAM DEPTH LESS 3/4 h 4 GLUCAN PURLlNB. „; 1 2 1/Z' BY 0'- I' SIDE GLR I/4' 3' 4i o 0 0 I y PANEL EDGE 8UD PURLINJ WITH 3- I _ DIA - - PLATES WITH Z- 3/4' DIA ' •-` 0 � I;'i, _ ~� -� - I I�f --- ''l. --- �---- - __- - __..- I' ' 2x F'REB811RE TREATED LEDGER(BERKLEY I 1 II II i, DRILLED ANCHOR ESOLTB y O O DOLTS --~ B PURLIN I/4 1' -- �_�. - - 3/E' Y. 0'-3' X I'-1'FLAT U.ON- NAIL EGNALLT TO EAc_-H PURLSN. � �I I I� Z4N --'t --- $IMPE�ON ST 6236 9'FRAP TIE AT Ib' O.G. � I ;, - �'UIHERE WIOTI.18 OF f9E�V18 VARY - � �SIMPSON f Q DAR I1JI.'H Z- 3/4' DIA I , _ - OMIT NAILING AT BEAM. � LT0 IN_TALLER � Plat NIDE A PLY-WOOD SPACER 'ILII i -- -_- _-.__- ---- � i II I,,� 3/4 BY BEA."! WIDTH DfleILLFD ANCHOR BO 11 II NUTS AT 48' O.C.MAX. . I' BY 0'-l' HEARING AFTER FRAMING 19 COMPLETE , --GLU-LAM BEAM AT ROOF Tr EACH SIDE OF BEAM AND 61MP80N 1�+! F'i1Rl_IN HANGER UON _ \L. 3X3k3/Ib X S' UNDER HANGERS EA END PLATE M SLOTTED HOLES. 1 I/T FRAl11NG PLAN NAIL nEGUREi_Y 3' 3' I' � �`- -�` # 4 k b PT. LEDGER Wlr,.l 3/4' 1�41� WALL SKEWED A? BIHILAR Z u - PRECAST GONGRcTE SIMPSON NGJT HINGE -CsLU-LAM BEAM - SEE PLAN U Z ADDITIONAL NOTES AT DETAIL�a_4 ,TILT-UP WALL C')NNErTCR OR APPROVED PURL RJ - SEE PLAN AND SPECIAL DETAILS 41 :D©' OGDUN GHC�R BOl•T8 CONDITION. H�PROVIDE SIMPSON _ i EQUAL. (PER P._AN) ADDITIONAL NOTES AT DETAIL�B 4� DAP F, 2 BEARING PLATE W44EN FOR PLYWOOD NAILING WHERE 8AdN (1LET) L' BEAM DEPTHS ARE EQUAL PURLINS ,4RE BPEGIFIEO. � `� r4 7 ELEVATION AT DETAIL 2/S-44 BEAM SEAL AT TILT-UP WALL HINGE CONNECTION 4 PURLIN AT GLU-LAM BEAM 5 PLYWOOD AT TILT-UP WALL SUS-PURLIN AT TILT-UP WALL BOIJI?AIRF-I I' . I'-0' _ BONITA/RF-2 I' I'-0' _ 50NITAMW-4 1' . 1'-0' _ DONITA/1lF-5 I' I'-0' •• DONITA/RF-1 I' . I'_0' GONITA/RF-b I' I'-0 LEDGER - SEE $°) Q ,eIMF'eoN 'Hz.e' �, iEACH TRU88 Z L 3'x .3'x 1i4'x 0'-3' w N NOTE: WHERE ROOF 6LOPE EXCEEDS 1/4' PER F-COT TYPICAL TILT-UP WALL / _ N BI.OPE GEARING PLATE A8 REQUIRED TO MATCH �� - ,ROOF PURLIN AT 48' O.G. UNDER BOLT HEAD '7 N 1 PER FLAN i i C _ S - 11/T' GLULAPI REAM PER PLAN 4X LEDGER!BEYOND SEE ,LINE OF 3/I6' FEARING 1e BELOW -� J r7 PLATER WITH \ -_1, i • (- ------,4x4 Z Z�3/4' DIA !BOLTS _ - ` _� 11 PW68UP E TREATED LEDGER �1 Z 1 1 W/ 3/4' DIA A.B. AT 49' O.G. W W w W - i 1 3116' 8!DE R'9 J j 1 / EA BIDE \�y!a' COX PLYWOOD W /_1'. Tri 0 3/9' BACK PLATE 3/lb' SIDE PLATES S V - !AND BEARMG PLATE. 2 - 3/4'♦ DRILLED ANCHOR BOLTS TO WALL. 1' M o -—- - `— i .�- WOOD TR1188 AT 24' O.G. 0 it W ZQ -..__ I- I/Z V BOLTS HROUCkH PURL1111 L BLOT BACK PLATE 1•IOLE8 HORIZONTAL 8 ,8 3/16' SIDE IE'8 x 6'x 12' W/ (2)-3/4' DIA BOLTS ADDITIONAL NOTES Al DETAIL 0 :L -" MAINTAIN 4 Irl'MIN. BETWEEN ANCHOR I e-2 8-4 ` L..i Q 0 0 - - BOLT AND EDGE OF PANEL, 3/8' BEARING IE x b'x ISM.WIDTH • I' I r J/,, -- - 3/4' X BEAM WIDTH PLUS M 3/8' BACK 1$ x 12'x 12' W/(4)-3/4' DIA KWIK MOLV ' LINE OF EMBED ANGLE I CCv W ` 0'-1 I'3EARING PLATE t t �3/8' BACK E W/(4)-3/4'DIA 1 ` Z 1 1, BOLTS t0 GONG.PANEL ,, Q 3/Ib _ `\, S 3/Ib' IP x 3' x II' ___-_-- - 8-4 I Y W/4- �/4'♦ MACHINE BOLTS I I!2' TYP. IQEII'F.GA,csn: E'ER SIM. I ,2x 5L OCKING CONT. COL.SIZE AT PLAN 3146 ti.1-_-------- 3 GLU-LAM COLUMN AT BEAM 8 PURLIN At TILT-UP WALL 9 PURLIN CONNECTION 10 BEAM AT WFUM WALL 11 PURLIN At SKEWED WALL rn . I'- _ BONITA'1�-13 I'-m' BO►JIT4/S08aD14 I' I'-0' C _ E'MIT Il (' . I'-0' _ BONITA/9ma8Dla `.91MF'80N 'LU26' HAfJfs[R M BONITAJRF-9 I' 0 4x6 PRE88URE TREATED LEDGER W/ 3/4' DIA A.B. AT 49' O.G. 11,4 SECTION_ AT CANOPY ESONITA/9088D19 1/2' 1'-0' SIMPSON STRAP TIE AT Ib'-0' O.G. - U.01-,L NAIL EQUALLY TO EACH PURLIN OMIT NAILING �• AT GLU-LAM BEAM _ n eUC-F'1JRLM --- 3E:::: - �I----I----I----=\ -s----=====I----r- ,=- =I--==�----T 11 F i 11 ; NO NAILING ON CLU-. . . s�LU-LAM BE7�k1 SEAM ir -- A SUB-PURLIN ` ---- ---- ---- ---- ---- ---- ---- ---- I ----------- USE ---- ---- ---- - I I I I USE PURLIN HANGER 1/2' LESS I I I I THAN F'URLM DEPTH. USE I I I SIMPSON TYPE P5 OR EQUAL. SUD-PURLM - ------- - - - � r---------- � - it Ir PLYWOOD ROOF SHEATHING POGFIED AREA INDICATES FOR NAILING SEE PLAN r ~ ALIGN FIR6T PLYWOOD 1'-0'MAX POGHED AREA INDICATES BEGIN GLU-LAM EDGE NAILNTYPICAL -^ ®FAM - ---- ---- ---- -- 61.115-PURLIN _c AT ROOF FR Q'11NG PLAN / (MAKE-UP PANEL AT 18'FROM PURLIN TY PIGAL - --------____ -_-_ ---- __-_ __.-- ---- ---- ---- ---- A: - --- _-;- -_-- I MAKE-UP PANEL - FOR SPECIFICATIONS FROM0"-LAMBEAM ---- ---- ---- ---- I MAINTAIN MINIMUM SPACE VERIFY' 91ZE - SEE PLAN I BETWEEN EDGES OF PLYWOOD VERIFY SIZE BEE PLAN I-O� ^ OF 1/8'. NO SPAGMG GREATER NO PLYWOOD NAILMG AT Gi.0-LAM BEAM ----.-J`�--` -- THAN 3/16' WILL BE ALLOWED. u u r u \ u 11 I' u u u n n u n \ t \ u If I u II 11 \ If " / I II - \ 11 11 n u u It n u, u u n " J L - U - , II. .II li. —Ii_-- n —g_— -i r- Lu I n n n u u I' I / u . / \ u n u ap ❑ 12 TYPICAL BERKLEY SYSTEM LAYUP , \ I,,! 11 \ 1, 11 „ ,' yy II II �/ I / n V u n / /II >� u ' u ❑ n w v BONITA/DERKI Irl' ■ 1'-O' I II II ❑ 11 II II I,h II II U II II II 'I II II II / II \ II 1' It II 111 II \ II I' I �[II \11 11 II 11 II h \' ❑ II II' 11 II `JI 'II IyyI� y11 II II N V AI`, 1� IF II u 1f. I � 11 II II 1t a 11 0 4 1'-b' NAILING-0u n n u n ; a 11 if u i u u Q HOLD GLU-LAM n n u n n II if F3AC.K TYPICAL \ II II It ' II ' II , /I II II t II :/ " ` II TI WHENEVER POSSIBLE START I -- Il II - +*-�-- �..: -- u u - - _ LAYUP 90 THAT GLU-LAM I it --"I- - It a 11 a it II ��-- -- 13EAM OCCURS AT THE PANEL _ II u u ❑ II n n n u f1 l 11 n / II U II II 11 I It FIELD RATHER THAN EDGE I•` u u n u n , II u I &.0-MARL I I u II II n n II n - -- - :J _ ----I====-- -I======___ ====I - I n n n I� ii / \ I II ,, _ � � II u u u a q i— _ �_==I_ II II 11 .I II 1 \ ' 11 % II II II II 11 II It -I- z::12:--: __-- +� �-- - -? SIMP80N STRAP TIE AT Ib'-0' I. I, u u ; d i 4 0-4 :: I _8 II I, 9 11 �'tl a '�11. N� '.11; Le I I � ( O.G. - U.ON.NAIL EQUALLY �.11, u u n ,uy, I 1 'I � 11 r0 EACH PURLIN. NO NAILING 4�_.. l B 4 �� u u tl STRAPS AT il,, i v /' u Y V y 1 �'0 AT h + AT GLU-LAM BEAM 11 n n u\ 1 ii i ii ii n . n �' 16'-0 0.C. II I I 11 I Ib'-0' OG. II II 11 , 11 t , 1 ChLU-LAM REAM I ii n it if ii \ 1 / _ LL \ II / N II � II II 11 II II II \ 'I I' II / II jj - 11 �• II u It u �I �1 I, :111 L • __ - � • -- I It II It 11If ` � �\ II ° I ' • —_ �- �USE PURLIN HANGER 1JZ' LESS � \ � � \ � I J L --- -- i THAN PURLIN DEPTH. USE - I -- -- 1 r�' I I I I SIM"9JN T�'PE HR OR ECUAL I ( I I I ❑ II - 11 � II � II - II 11 II i I) / 6 ; 11 t' " I' 11 h-+ F! ,' \\ ii -_- I- --I----I----I- -I=---I- --I--- ---- - -- l II n n n \ II u n 11 n n u h 4 O O II II II II II II II I� u,r 4r—, 4\ 11 PL'rWOOD ROOF 8HEATHING it y YYS-4 � I / �j i� ii 6-4 It ` FI S AT 48' O.C. f ,f I I I I AT RUUF 1R�4111hKs PLAN �' Ir Ir ,I It fl, g-4 ST la AT 48' O.G. I I I MAINTAIN MINIMUM SPACE n u u II n If If FIR61 ROW OF PURLINS FIRST PURLM 5FTUEEN EDGES OF PLYWOOD / i II n u n n it 4 I n i u n u I II II II II II 1' II � �� II i� tI II I, n—-- ti DATE 31 1 ❑ II I! II II 11 7 MAY S I I OF 1/8'. NO BPAGMG GREATER / 1 I / u I BTIB' AT 6UD-PORCH n " B MPSON _ ___ _ - ----• - - =-�. �_ =t={=} > THAI 13/16 WILL DE ALLOWED. I 48' O.C. SCALE I'RaJ, Na I \ A AL -BIMP901� "071x' DRAWN CHECKED 4) AT 4V O.C. 664,I JAK G.�/�' SHEET NO 13 TYPICAL BERK!_EY SYSTEM LAYUP 14 BEF�CI.EY SYSTEM - P YWOUD 1'-Ot ( EDGE OF BEAM 15 pr=WLEY SYSTEM - PLYWOOD 4 OF BEAM �ls�l�°��eie ' BO►.IIT.4/DERK2 Ill' . I'-0' DONITA/DERK3 "4' I'-O' FSc7NIrA'GERIGJ I'4' I'_m• - 13111 �,�� BONIra;S©a8s-4 OF I'F-F;,MTT NOS. 1391:'?(_I,EI91bhi1,891�r1'' I 1 1 A111i ;11 III III 111 ,V, lil III lil 111 !il It lil 111 111 III lit 11 III 111 IIF Jill Ii1 fll 'lil 111 III III lil Illllil III lil I�I Ilr I L.. I lli111�11111 111 lil III III III Ii111 +._ I I I I I 4 n i I ( ( I 1 1 I I I I I i l I I I I 111 11111 I I I I I 1 i 2. 3 4 5 8 7 8 8 10 I I 12 ! h NOTE: 1 F TH IS M ICIIOF 1 LMEU — ORAWING 15 LESS CLEAR THAN e THIS NOTICE, 11 15 DUE To THF QUALITY OF ThF ORIGINAL DRAWING. of 62. BZ LZ 9? nZ b2 ElZ 22 12 OZ 6f el LI 91 51 Irl f:1 21 II of 6 9 ! 9 Sf- �■ b IE Z I""" y IN1114II1111111111111111111111111111!1111111111111fIIfIf1111111111111Illlilllllllli/IIIi11111111111111Illuilf111flllil111111111111111IIIi1111I1111IIIIlIl111iI?pllflli111111IIIiIIIIIIIIliI111I1f111f111IilIlillIlllllll�1111111111111111111NfllllfilwlflBlnullfublulllll�IIIfNlhlullwhal , APRIL 11 1991 OWN i I SYMBOL SCHEDULE WAIL MOUNTED LIGHT FIXTUkE 40150 ® RECESSED LIGHT FIXTURE I � Z \ -- -- -- -- _- I--� FLUORESCENT STRIPLIGHT N -- o IE• -►-T-,Ts' n a -/�/-�-/- I ------ 0 SWITCH ce THkEE-WAY SW1TL4 I ,1 0:: DUPLEX RECEPTACLE 4 DOUBLE DUPLEX RECEPTACLE JUNCTION BOX T-,--- - - - -- • FLOW SWITCH - • 1 TAMPER SWITCH o • 1 � O"Ifs FIRE ALARM BELL - WEATHERPROOF — r ON, TELEPHONE TERMINAL BOARD z - - _ - - - - - _ - - - - - - - - - - - - - - _ - - - - - - --'I j/ MANUAL MOTOR STARTER WITH THERMAL OVERLOAD G • • /� .. / MOTOR CONNECTION • ( • i//// U' DISCONNECT SWITCH r FUSED DISCONNECT SWITCH fl �o•�coN�1 PHOTO ELECTRIC CELL I I 1 %///,,� T� TIME CLOCK h5.1'Ta ;%BIq� • • ' • • I • / � nivv FLEXIBLE CONNECTION Q CONDUIT ELLEO UP V Ln CONDUIT ELLED DOWN h / - I L C' BRANCH CIRCUIT CONCEALED IN WALLS OR CEILING C114 I I I c a u- • I �, � - .�- BRANCH CIRCUIT CONCEALED UNDER FLOOR OR FINISHED GRADE 0 Ln I • I • �' EXISTING, - - GROUND CONDUCTOR J Z l3U11,PINGG tlir SURFACE MOUNTED BRANCH CIRCUIT PANEL / L _ I , •s ,/f//j�;• CABINET AS NOTEDcol. z MAIN DISTRIBUTION EQUIPMENT w o8t Aa Ec BIN p!STF�E3LJTiorJ I ' / W z Ec2Vl' ENL TSI-EPHdId� "�EIZMIrIGL I j //� Q Q p ' NOTES THIS SHEET Qc 1 PROVIDE AND INSTALL 1 4" PVC SCHEDULE 40 CONDUIT FOR PGE PRIMARY a CONDUCTORS, INTERCEPT PGE STREET CROSSING AT PROPERTY LINE AND %% EXTEND AS REQUIRED. COORDINATE EXACT LOCATION WITH PGE. -- - - - - - - _ _ _ -_ f f/ -, PROVIDE AND INSTALL 1 - 4" PVC CONDUIT FOR GENERAL TELEPHONE SERVICE. Y ',�/,• I I / b / ' '�'� �' �% !!�� TERMINATE EACH END AS DIRECTED BY GENERAL TELEPHONE. EXTEND TO 3 T/ 3 j/ - I j/% //•j f� / / TELEPHONE TERMINAL ON UPPER LEVEL ABOVE ELECTRICAL ROOM, vi / I %�" _ L 0 PROVIDE AND INSTALL SECONDARY CONDUITS FOR PGE-SUPPLIED CONDUCTORS. i /j/� SEE ONE-LINE RISER DIAGRAM. �/ _ ' —._____—_ /.• __ _ Ii%f/ 4� EXISTING GENERAL TELEPHONE PEDESTAL. COORDINATE EXACT LOCATION WITH l� I //' , /� - /�; /%l - GENERAL TELEPHONE AND TERMINALE AS DIRECTED. PROVIDE 1/2" PVC CONDUIT AND FIRE ALARM CONDUCTORS AS REQUJkED TO MONITOR TAMPER SWITCH IN FIRE SPRINKLER VAULT. COORDINATE FXACT LOCATION OF VAULT. I � I T I� I 10,00, / I L 7 — — — — E3 i — .000, `FH 5• /2 CU BAREWIRE / `• / +.. GROUND P^D. 22'0'BELOW GRADE. I / - - - - - - - - - - - � - - - - -I 1 I V� ` %/� //. / ,�� / / / / fy , ►/' / r- (fl"0) 04 BARS /� // / / / /� // / / / VI / 'i'/ I SFE 'J' FOR SPACING, / / / fi /j 7 ? ��j�� / '7`t f+' �� 1 I I / �Er 's'TaL 'f%•%///�/// l r // / , /�� /; .�/ %f%f// /�� /�/';' ////'/�,',/ // f ' f 4' DRAIN .� f �,� �f //�1 /� / / // �'/ ; ✓ / / / // / I 2- I ® ' / HOLES. ul 304.64' L ' ,,... FIRS �'RINNLEK _��.Ulj -i \ I r---CROWD CONDUITS TO OUTSIDES OF OPENING. GENERAL NOTE: �.�_� —' O\A �— 0IIA a--.—off IDiEMAR. SECOND. ----� CONCRETE POLE DIRECT -- - - - -- - _ " ��==-- -- - � �� ' GROUND CONNECTION. n DURIID INSTALLATION I a - .. - �. �.�--B GROUND ROD SET KEEP THIS AREA CLEAR.-- 2' BELOW FINISH GRACE. - --- -- - ._.-- --__.-.. _ ---- - �.—_ - — --- ----- - -- - -- ---------._ ----- --- - ----- FRONT OF PAD .INSTALL POLE, AUGER HOLE 10" GREATER IN DIAMETER ,} THAN POLE BUTT AND 6" DEEPER THAN EMDEDOEO I FNGTH, yc S. W, BONITA ROAD PAD DEMINSION TABLE: INCHES ADD AND TAMP SELECT BACKFILL (CLEAN WASHED SAND OR 1/2" MINUS WELL GRADED GRAVEL) 6" Df:EP, TO 1NS1,'RE KVA A B C 0 E F G H J CORRECT POLE SETTING DEPTH AND DRAINAGE . _ FIXTURE SCHEDULE 5-112 66 2 f6 3B 10 12 10 44 14 LIFT POLE TO VERTICAL AND POSITION OVER NOTE. LOWER ----- � -__-_-_ _ 1 f!90-228 66 72 16 42 10 !? 10 44 f0 UNTIL 'BUTT ENO IS RESTING IN THE. CENTER OF HOLE R/W 80TTDIM. TYPE 'A': CHAIN MOUNTED FLUORESCENT 14DUSTRIAL FIXTURE. TWO F96T12, 800 MA FLUORES(.FNT 300-500 722 16 42 12 P2 f0 44 B LAMPS. 277V, OPERAIION. 10% UPLIGHT. 750-1000 46 14 46 Q 24 12 51 8 _ CONTINUE TC ADD REOUIRED BACKFILL TAMP AT 9" INTER- IITHONIA EJA-296-H0, DAYBRITE, KEENE, WILL TANS OR AITPROVEO )UBSTITUTI SALS !F' its BOTTOM OF CABLE FYTRANCES ANO SIGN IN-LINE 1500 96 14 96 14 24 12 51 6 � v FROM VARIOUS OIR�._I :ONS WITH A PLUM BOB. REMOVE TYPE 'B': RECESSED '(ERCURY VAPOR POWNLIGHT. 1-IOOW DX (AMP 120 VOLT OPERATION CLEAR SLING AND INSTALL UNDERGROUND CABLE.. MAKF ELFCTRICAL ALZAK REFLECTOR, DAMP LABEL. [.!00-2529108 9f1 14 60 f4 24 12 51 6 CONNECTIONS AND CLOSE HANOHOLE COVER. FINISH FILLING, � -M.AN MARCO 10335672, CAPRI, HALO, LIGHTOL.IER, OR APPROVED SUd4T1TUTE. AND TAMPING TO 2" ABOVE FINAL GROUNOLINE. TYPE 'f': 260 MATT NIGH PRESSURE SODIUM WALL PACK. DlE CASE ALUMINUM HOUSING. INJECTION NOTE: T�RTL.A4P <m�NUGRAL &LECTKiC MOLDED U.Y. STABILIZED POLYCARBONATE REFLEC�JR. BLACK FINISH. 7.77 V01.T CONCiETE SLAB TO BE 6' THICK UP TO AND INCLUDING 1500 KVA. 1 IF POLE 1S SET IN MUD OR WET, MARSHY CONDITIONS, A OPERATION. THE 2000 KVA SLAB 1b FIE 8' THICK. ca CONCRETE BASE MAY BE REOUIRF.D CONSULT FACTORY TO HI•TEK TWN-1505. KEYSTONE, DAYBRITE, OR APPROVED SUBSTITUTE. CONTACT LELiM1NATF. ANY TILTING. DATEFOR SPECIFIC PROJECT REQUIREMENTS � r.l,-,� P5,;TYPE 'D': WAIL MOUNT RECTILINEAR HPS FIXTURE DIE FORMED EXTRUDED ALUMINUM UCT10N, TRANSFORMER P A D DETAIL SCALE PROJ. NO. TOTALLY ENCLOSED AND GASKETED. BLACK FINISH, ONE 400W HPS LAMP.AMP. TYPE 3 DISTRIBUTION WITH HORIZONTAL. LAMP. 271 VOLT. EMCO PAE B 3H 400 S 277 BL . HI IIIb►_I, �, IEK. GARICO, QUALITY LIGHTING, OR APPROVED SUBO ITUTE. NOT TO SCALE S.N. TP0333 TYPE 'F': 1' FLUORESCENT S?RIPLIGHT, TWO F40 RS LAMPS, Tr 7Y. RAKED WHITE ENAMfI FIN!SH. DRAWN CHECKED - LITHONTA C240, DAYBRITE, KEENE, KEYSTONE, OR APPROVED SURSTITUTE. E`er- HLIP. TYPE 1': POLE TOP MOUNTED SQUARE HIGH 'RESSURF SODIUM FIX10) 277Y SHEET No P TON• 40OW NPS LAMP. BLACK PAINTED FINISH. TYPE FIVE LIGHT DiS!RIRUTION. CONTACT* HANY. BARLfFN !_..i•IHIT I1C)S.. 891.73(..)18916608919 ENCO SHFP SERIFS, HI-TEK KO SERIES, OR APPROVED SUBSTITUTE. ( �--{I ppgg�� DIRECT BURIED ROUND CONCRETE. 30' 0" ABOVE GRAVE MINIMUM NIA(k. °513 ��) �-dam j 1.9 OF NATURAL FINISH. 1 CENTRECON MER-9, AMERON OR APPROVED SUBS]I(LIll -— ' PROJECT NO.: 459 - 131 OF ... ,N1MIA' .....;=..a.y�+v:rr,H..,,2rn»;,,..-..-,+«..c..w.m�,n..«.�,«n.wN.w . «r. w�►,w...-, *x. - �a r� w.iAMyIM, ,a-r.'"sem+. +.iw•ew+•"- _ - _. ,nM.svmaxx��',..,.. ,�,: .,rt' �� , h 11I11kiIIlIl11IIIIIIIifIIII►LIIIL►I►11I111I►IIIIIIIIjIIIIIItYI�r�l�l(lIIIII!Ii�IIIIIIII111IIIIII�IIIIIIII111IIIIIIIII111IIIIIILII►I(IIIIIililil�I1111111II111111(IIIi�iI�I�IIIIIilllllllt • n �e I ?. 3 4 5 6 7 A 9 10 I I 12 pp �-�- NOTE: IF THIS MICROFILMED "" , ----- -- ---� DRAWING IS LESS CLEAR THAN THIS NOTICE, 1T IS DUE TO ITIF QUALITY OF THE ORIGINAL DRAWING. OE 62 92 LZ 9t SZ 1rZ E2 22 la 02 dl 91 LI 9' %1 fp! EI 21 11 01 6 9 L 9 S b E • L d((IIIIIIIIIII111111IIIII11111111IIt1111111hlllhlHlHHhN11HlIII111h11111111hlNlllulunllHllutdnuhwlH�►IHHlnnhullL��IlrnlhulbndnulnnhHllNnhnllHldunhndlHlhulluubLul,'u INHI1uIIHHIHHIHHITLu�LtlInLLIIutLtu�111hulllHlhal�uuhnl APRIL 1 1991. ., - .V�. .:..N,rxn,,.yrM�^'*nM,l�Rt^"'�.�,n..Tv.- Y,rrliCkr.x. ,:.m:m+t;r,�'BAA ""'";,�'"�jR�r,(�r*'rg.,�+..r-.,wta�¢pM!�'p'A�.!Ip' .C.. •^n:s '..r ,,� ....--_...---+...,... ., yw, ..A �. .. - _i .; +... X-I�. H: �; 'A !J t`t r 'i' "h r•il''. .p+ r 1 r" - e,,;r " `S. 'J '! - I �1 8 48'-0' 32'-(d' o LLJ �LL I a a 0 A A A' 'A' A !, ,/Ep PWOFE 0 •-� �GINtr OIL!{ON 7q, A, A' A A A / F. 'A' 'A IA ,�A A' A Ir- -, In < i - _ W N N N 0 0 � v a _jZ A, A ,A• A F `- �, A, �, A, i A I ''! d - - --- - - '' — - y - ---- - W W Lu o Jw cf. 7 WJ 9 CF, UH ( I L)H-I j 11H W CL 0 0 y UH 1 t. 2N ��.7 UHT 1 Z 10 I *102t til �i r A' -- - < -- --- - ` . s ,A. 'A 0 'A . A. A �_ 'A _� A• AI AI 1 'A AA' N --�` 01 -- - -VM� IC I G' T�Fi:MIN:.L j ■ ■ TRp��oRM�R Z 1 14 WITH Dlod-1 ER• A63V115- AI A, A, I� NER tl� �oMI^�N�� A, ,a. A' A _f�:AEL ZI4 - - 2 MULTI W:,Tc INCT �2 C.iaNTER• ZH-4, +4 i• 12 F 13 - - - --- --- J 2H•2• I C�7NLi.�U.lric. - - - - - -- -- - - -- - 4H �. NOTES THIS SHEET 3 PROVIDE AND INSTALL 1200A. 277/48OV. 30 4W TERMINAL COMPARTMENT. `�6 PROVIDE 120V DEDICATED 20A CIRCUIT FOR LANDSCAPE SPRINKLER (1 TERMINAL COMPARTMENT SHALL BE SIZED PER PORTLAND GENERAL ELECTRIC CONTROLLER. CONNECT COMPLETE AS DIRECTED BY SUPPLIER. V REQUIREMENTS. PROVIDE MULT-LUGS TO PROVIDE 2-400A. ADDITIONAL. \, 0' SERVICES. 0 PROVIDE AND INSTALL 4' X 8' PLYWOOD BACKBOARD FOR TELEPHONE EQUIPMENT IN LOFT ABOVE ELECTRICAL ROOM. PROVIDE DOUBLE DUPLEX RECEPTACLE ON (2 PROVIDE AND INSTALL 800A. 277/48OV, 30 4W MULTI-METERING CENTER TO DEDICATED 20A CIRCUIT. PROVIDE GROUNDING AS DIRECTED BY GCNFRA_ ACCOMMODATE 6-200A. SERVICES (W/HOUSE SERVICE). BUSSING SHALL BE TELEPHONE. COMPLETELY INSTALLED FOR FUTURE. INSTALLATION OF METERS AND BREAKERS ONLY. PROVIDE IOOA. METER, METER BASE, AND 40A-3P BREAKER FOR HOUSE le LIGHTING CONTACTOR. ELECTRICALLY HELD 4P-20A. SQUARE D 8903 SERIES PANEL, PROVIDE 80OA-3P FUSIBLE MAIN. BRACING AND BREAKERS RATED TO OR APPROVED SUBSTITUTE. n' WITHSTAND AVAILABLE FAULT CURRENT. 19 PROVIDE AND INSTALL PHOTOELECTRIC CELL ON ROOF. 277 VOLT. MOUNT ON (D EXTEND THROUGH EXTERIOR LIGHTING CONTROL EQUIPMENT. SEF EXTERIOR ROOF IN SUBSTANTIAL MANNER AND FACE NORTH. TORK 2100 SERIES, OR CONTROL DIAGRAM. APPROVED SUBSTITUTE. 9�& MOUNT TIME CLOCK AND LIGHTING CONTACTOR IN NEMA 1 ENCLOSURE ABOVE� PROVIDE AND INSTALL ? - 4" PVC SCHEDULE 40 CONDUIT FOR PORTLAND . I co (i0' II GENERAL ELECTRIC SECONDARY CONDUCTORS. TERMINATE EACH END AS PANEL. '4H' EL P[.�1 �ANFL DIRECTED BY PORTLAND GENERAL ELECTRIC. © MOUNT ALL TYPE 'A' FIXTURES ON CHAINS EVEN WITH BOTTOM OF GLU-LAM. o T 411 ZH �5 2 SETS (4 500 MCM, 1-#210 GROUND IN 4-C) . cj 01 12 00 A TEilt (cm-)) u U © PROVIDE AND INSTALL. 4-06, 1-08 GROUND IN 1 1/1"C. (.I1•Ipt r1F►T1 �, FJ 8 L-1 o ELECTRICAL.. PLAN U1 PROVIDE AND INSTALL_ IOOA 277/480V 130 4W BRANCH PANEL. 1-20A 3P AND 3/32'.P-V 8-20A-1P BREAKERS. MAIN LUGS. SURFACE MOUNT. METERIN<a ® PROVIDE AND INSTALL. 100A 120/208V 30 4W BRANCH PANEL. 40A-,e MAIN Ml1LTl BREAKER. 10-20A-1P BREAKERS. SURFACE MOUNT. EIZ (v T-0F'btr __ GENT �9 PROVIDE AND INSTALL 9 KW 480/208V 30 4W DRY-TYPE TRANSFORM�.k FOR TKat�kR►'1ER ----�— 120/208V 30 4W HOUSE POWER. MOUNT ON TELEPHONE MEZZANINE. 150' C. RISE INSULATION. L- - 7 ® 3-012, 1-08 GROUND IN 3/4" CONDUIT. T^ © 4-08, 1-08 GROUND IN I" CONDUIT. w 2 ONE LINE POWER DISTRIBUTION DIAGRAM 4H __ � I.s.r.. C) 2?7/96a v 3� �Uo 16 Q PROVIDE AND INSTALL 500W. 250W/FT, 120Y, BASEBOARD HEATER. INTEGRAL 771,4 O V 54 � L THERMOSTAT. CADET, SINGER, CHROMOLUX, OR APPROVED SUBSTITUTE. � _ _ J CONNECT FLOW VALVE AND TAMPER SWITCH TO FIRE ALARM PANEL. uj 04 END WALL SHALL BE KEPT CLEAR OF ALL ELECTRICAL EQUIPMENT. DATE 31 ht_•� '�, . 3 EXTERIOR LIGHTNIG CONTROL � CONNECT 1/6 HP FAN IN GAS-FIRED UNIT HEATER A5 DIRECTED BY DIVISION SCALE PROJ. ND. 15. CONTROL BY DIVISION 15. /32'■I'- H0 15GaI.111- DRAWN CHECKED 3c HL�b SHEET NO CONTACT: HANK SARLEEN (5503) 630-6304 E Z 1"'EF'MTT NOS. 9?1'''"�1.,4391bbf7,8?194 � - :I -�-•� i PROJECT NO.: 09- 131 OF 3 •,ol -'•i-, nr I IWI • I I • ....,r.M1:.: ,M.,.wwwwwwr"w++w•.r►ry,,.y r«.......,..•...w:...,r++..�yyYr�ilYiw-r.i.a•r,wetl.,w...,a••!•tMIMW�>«wr.w.ewv '/lSMN4M.N.+1+•WIwIMMb1F■AMl1�{ r•a,..:,: - J „ �11��1►1111�IIIIIII�IIIIIII�IIIIIi1�IIIIIII�IIIIIII�IIIIItllllllllllll'IIIIIIII�ILIIIIIIIIIIII I�111II,IIIIIIIIIIIIIIII11111'III�ILIII�II111IIIIIIII�IIII111lIfI1lTllllllllllll,llllll►II'Ill�lll � � r - (;Y I 1 6 7 NOTE: 11 THIS MICROFILMED ---^� DRAWING IS LESS CLEAR THAN THIS NOTICE. I1 IS DUE TO DAF QUALITY OF THE ORIGINAL -- f DRAWING. CIE 62 02 12 92 92 v? E2 22 IZ 02 61 01 LI 41 Itil bEI 21 11 Of • 0 L 9 S III, EI III111111{IIIIIIIIIIHNL1111HNLNIIHu111Nlnullu1h11dNlllullhudull�ullhluhulhu1111uhn111u111I1JIHIlunIIn111u111►nIInIInI1�1u1111nIn11111NIuuhuJn111uulnulullhlullull1l11tNNbINIIn,hnlhn111ulIHWnIIIUIlUIUUlll�1n1111uhn111whn) .• , :. APRIL 11. 1991 , i ELECTRICAL SPECIFICATIONS GLnLKIil.LEQg15141t$ 1601 16.2 Contractor shall verify all finished grade elevations and then install conduits the 1.2 Vgrlfy the service installations as indicated In the Contract Documents with Serving necessary depths to provide at lust a minion o! 21-_{ttgL ground covet after_ cmpl4t]90 Oil l Ity Co. GENERAL CONDITIONS I of finished graM. except 40-Inch cover for primary service. lackfill of all trenches 1.: The General Conditions are a part of this Specification and the Contractor shall consult shall be eschunically compacted. Burled conduits dmaged after installation, by excavation 1.3 All requirements of the utility company shall govern the service installation. in Cham 1n dated for instructions pertaining to Ms Mork. equipment or otherwise, shall be replaced to the satisfaction of the Architect. 6 METERING 2 SLEEVES AND CHASES 1/ 2.1 Provide combination meter/fusible disconnect as specified and as required with bus and 1.2 Bidders shall visit the sib to detenlne Jab conditions and all other factors affecting 5 the execution of this work as shorn on the Plans and specified herein. All costs shall 17.1 Provide necessary conduit sleeves, openings and chases where conduits or cables are utility company required Instrument terminals. m be included in the original proposal. required to pass through floors, callings or walls. Seal all openings around conduits against leaks. Prevent unnecessary cutting to connection with the finished work. Make AEW $ENVICE Alli: 1.3 Obvious omissions from the Drawings or Specifications or differences between Drawings and all repair, in a Manner satisfactory to the Owner. DISTRIBUTION EQUIPMENT 3 Specifications shall be called to the Architects's attention at least 10 days prior to the bid date for clarification. Failure to do so shall be construed as the willingness of this OWNER'S RIGHT UPON THE PREMISES IB 7.1 Sea Power Distribution Diagram. Contractor to supply all necessary materials and labor required for the proper completion 18.1 The Owner reserves that right to enter upon the premises, to use same and to have work done 6ROUIOIHG 4 of this work in a manner approved by the Architect. by other Contractor, or to use parts of the woNc of the General Contractor before substantial or final completion of the Work, 1t being understood that such use by Owner 4.1 Install grounding as required by N.E.L. Article 250 as a minimum unless more stringent SCOPE 2 in no ray relieves the Contractor fro• full responsibility for his entire work until final requirements an rated Lorain. 2.1 This work includes, but is not limited, to the fall wing: completion of his Contract. A. All electrical Work including final connections required for a complete operating 1.2 Use (ori bus and tapped bus bolt specified lugs for all stranded wire connections for to conductor.; ele:trical installation of quality proscribed and as indicated by information noted SECURITY AT for 19 bus far busses). Mini mu Dolt size for lug to bus connection 1s 5/16 fiM, for conductor.: on the complete sat of Contract Documents. Provide suitable electrical circuits and 19.1 Each Contractor or Sub-Contractor shell M responsible for any loss of tate materials. /6 and larger. ° control to all electrical outlets and equipment. Provide electrical circuits and equipment, etc., delivered at the site, as well as for the proper care and protection of connections to mechanical equipment (HVAC) to suit the Code requirements of the same. 4.7 ground terminals on receptacles bolted to outlet Dox OrrotherArchitect approved method. to N connected to equipment ground system by I11 metre ° apparatus. Refer to the Mechanical Drawings for load information. other B. Elsctrical Contractor shall provide, coordinate and install items as shown or requires fcr a complets and satisfactory operating facility includlrq but not limited to: SUSPENSION OF WORK AO /.1 SzInstall separate peau wire insulated grounding conductors with +11 Powder conductors. 1. Complete raewey system for utility underground primary extensions, service 20.1 Yhon the whole, or a portion of the work, Is suspended for any reason, each Contractor Size wire to SC7t of phase conductor size as min mIM1. conductors and transformers. shall properly cover over, secure and protect such of his work as may be liable to sustain 4.6 gond ruder conduits at panels. pull boxes, transformers, motor control centers and similar 2. Complete service facilities, wiraweys, motor bases and conduit for all electrical injury from any cause, equipment to grounding conductor installed with feeder conductors. telephone services. - COORDINATION 21 ELECTRICAL WORK AND MATERIALS 21.1 It shall be this Contractor's responsibility to verify exact locations and requirements 6.6 Provide and install multi-metering curter and terminal compartment as shown on Drawings. EXCLUDED 3 of ell electrical equipment with Owner or Owner equipment supplies and coordinate as BRANCH CIRCUIT PANELS 6 3.1 All telephone wiring, instruments, etc., to be provided by Omer, unless shown otherwise regalred. - 6.1 deceralm Branch circuit house panels ' � fghLtnp and power loads to be circuit breakerson Orewln9s. EXISTING CONDITIONS 22 with trip element sizes sham in the -. aedult on the Drawings. DEFINITIONS 4 22.1 InforMatton on Drawings reletlw to uisting conditions is approximate. During progress A. Panels to have main breakers unless otherwise Indicated: breakers to be thermal 4.1 Contractor: All references In this Section shall war. the Electrical Sub-Contractor. of construction, deviations found necessary to conform to actual conditions shall be minimum type, Deltec l bus, us to a &I mtnimlm for 120/208 volts. 11,000 A.I.C. e1 reported to Owner for determination o1 procedure to be followa. Contractor is responsible minimum /or 277/480 volts. leaf to De al uminlm bars similar to Square D NgOtl, NEXB iq ^ 4.2 Furnish, Provide, Install: Where these words appear, the Contractor shell install , /or any damage caused to existing util alas. Utilities shall include, but not be limited or I.T.E., Westinghouse, General Electric or equivalent. V provide, wire and connect complete tl.am, unless otherwise shown. to, public and private plumbing, hating end ventilating, electrical and signaling systems. B. Ivo and tine poo brokers in branch circuit panels to have Gammen lighting single Z H or Damaged work shall be removed and promptly returned to service. Replace damaged items with breaker sizes shorn 1n the Schedule on the Drawings, same type as 1lghttng panel W CODES - PERMITS 5 new material to watch existing. Promptly notify Mor if utilities are Po12O/2O8V C. 20/20BY Ma found which are up to 100 amp. _ /3o/(/W panels y be load center type with hinged door. Provide and Install � a 5.1 installation shall comply with the latest Rules and Regulations of the Codas (including, not shown on the Drawings. multi-metering center and terminal compartment as sham on Drawings. O o but not limited to, the 1987 National Electrical Code, National Fin LL Lode, Life Safety o Code, Uniform Building Code, Occupational Safety and Health Administration) of the State WK-MIMAL$ AND ME7110DS 1605 5.2 Circuit Identity: Identification cards to be in panel doors, typewritten, filled out and Local Authorities having ,Jurisdiction and Service Utility Companies. The Contractor Z shalt furnish, without entre charge, any additional materiels and labor that may be GENERAL WIRING METHODS clearly. to identify e11 outlets. Provide 7/]6' x 6' line per ctrcuf t. J Z c required for compliance with these laws, rules and regulations, even though the work is 1.1 Wiring throughout shall be nor-metallic sheathed cable (NMB) with recessed outlets, Y not mentioned to these Specifications or so thrown on the Drawings and shall provide and cabinets, panels, etc. within building shell . Electrical Contractor She obtain Lode 5.3 Trims: Panel to De listed with (luso lilt latch end lock. Z pay for all permits required, approval prior to submitting bid. m DRY-TYPE TRANSFORMER! 6 Z W GUARANTEE 6 1.2 All work shall be executed in A Workmanlike manner and shall present neat and mechanical 6.1 Transformers shall have Class H insulation with an average temperature rise not to exceed J U J w 6.1 Without additional charge, replace any work or Material whim develops selects, except from appearance upon Completion. 150'C. Temperature rise will be Dosed on a 40'L. ambient with I00% of rated nameplate loan J abuse, within one year tram acceptance. Lamp guarantee is from date of Owner occupancy connected to secondary of transformer. The insulation used throughout shall De in keeping W Cl or acceptance; sixty days (60) for incandescent, one (1) year for fluorescent, mercury 1.3 Recondition or replace any damage to work of other crafts. with applicable IEEE, ASA and NEIU Standards. e l o vapor, high pressure sodium labor for lamp installation to be provided by Contractor for ` P2 sixty (50) days after final acceptance, unless lamp installation is faulty Workmanship, QUALITY ASSURANCE 2 t.e., fluorescent leaps not oriented correctly in sockets. Contractor shall provided labor 6.t Transformer to operate 15%Spook Wir at unary continuously without damage. Tap Q Z 0. IS Material to apiece lops within one year From acceptance. 2.1 All materials and methods shall be approved for use at locations and for conditions where teal nettons to Da brazed to meycat vire. d. Win and secondary Magnet rise to M brand PP a_ Installed. directly, to but stubs or lugs /l my wanted. Windings shell N continuous Tram sort to Z finish. No splicing acceptable. Materials incorporated most have at least a minimum of Q V j MATERIALS 2.2 Conductors and cables to have ampacities suitable for the electrical load served, without one (1) year of proven field usage. Provide four (4) 2-1/25 taps, two above end two bales , 7 1n primary winding. All cores to be Manufactured from a high grade, non-aging 29 gauge z 7.1 Electrical materials shell be raw, of the type and quality as er specified, listed by a exception. silicone steel with high Magnetic perambilitles, iw hysteresis and eddy currant losses. recognized casting laboratory nate shall Dear Meir label wherever Standards have wen INCIOENfALS 3 established and label service is regularly furnished by them. 3.1 Incidentals, hangars, bracket supports, framing, barking, etc., not specifically mentioned J herein or noted on the Plans and required to complete the system or systems to a safe and LFIII!!@ 1650 sc SHOP r'sfirs 8 w satisfactory Worktn condition, shalt be provided end installed as Dart of the Contract. x B.l Prior to ordering equipment and prior to Contractor's first application for payment, the 9 BEMEMI ; Contractor shall, within 15 days after award of this work, submit six (6) complete 1isrs, 4 1.1 All light outlets shall be supplied with a fixture. Outlet symbols d the Drawings r hnut vi nearly bound to Individual ring binders, with Indexed tabs, to the Architect, of "tort els RACEWAYS a type designation shall have a fixture the same is those used in similar or 11l:a and equipment he proposes to furnish. tar ahall Dear Contractor's steno. slaneture or 4.1 Rigid steel conduit or rigid aluminum conduit (with properly treated threads and joint, locations. n may be used 1n all areas except as noted above. other means to show that he has Inspected same and <ertifted that subnittad material 1s p correct in regard to quantity, size, dimension, quality and is coordinated with the 4.2 PVC Schedule 40 may be used bel ow slap. 1,2 All fixtures shell be properly nil end U.L. labeled by the manufacturer for the Contract Documents. conditions of use, such as, but not limited to: A. Wet location. 8.2 Provide complete material (All Materials) list showing 'Material Item-, 'Manufacturer's 4.3 Flexible metal conduit shell be steel and, where conditions require, may bee used as allowed B. Damp location. Name and Catalog Number'. by N.E.C.; however, Its use is to be kept to a minimum with the interpretation of 'minimum' C. Low density ceiling materials. 9 being the responsibility of the Architect. D. Hazardous requirements. Indexes Panels area Switchgear Devices 4.4 Fittings - Conduit bushings shall be insulated type. EMT and flex fittings shall be Transformers Light Fixtures and Lamps utas 2 Contactors Time Switch Controls factory l not be ate, type, steel , gland or set screw or indenter type. Pot metal or cast t ] Electric. (amps to De 'cool white- manufacture by Sylvania, Yestinghouse, Ger rel type M111 not be accepted. Etactric. 8.3 Contractor agrees that Shap Drawing Submittals processed by Owner are not Change Orders; that the purpose of Shop Drawing Submittals by Contractor is to demonstrate to Owner that 4,5 e Conduit supports sh,.il be one or two straps. Conduits to ceiling spices or exposed shall be supported by Steel City 'Ki-hole or other approved system. 2.2 Incandescent lamps to be 130 volt rated. Contractor understands design concept, that he demonstrates his understanding by indicating witch equipment and material ha Intends to furnish and install and by detailing fabrication 2.3 Electrical shall lamp all fixtures. and installation methods he intends to use. MIRES AND CABLES 5 BALLASTS AND ACCESSORIES 7 ELECTRICAL REFERENCE SYMBOLS, 5.1 Conductors shall be copper, stranded larger than No. 10. Insulation shall be minimum THN 3.1 Ballasts shall be date stamped and warranted by the manufacturer for a period of two years DRAWINGS 9 600 volt up to No. 8; minimum THE! No. 6 and larger. Wire In fluorescent channels shell to be free of defects In workmanship. Failures shall be immediately replaced without 9.1 The Electrical Drawings are diagrammatic with symbols shown on the Electrical Drawings be rated 90' C. minimum. charge during the first year. representing electrical wiring, outlets and equipment. VIRE CONNEC'f10N5 6 3.2 Fixture Installation: Remove all labels end marks from exposed parts of fixtures. Install 9.2 The Drawings indicate general direction and routes of feeders, service conduit and branch 6.1 Splices for wire up to size No. IO shall be Wade with 'Scotch Hyflex' connectors. fixtures carefully and neatly and consult with other Contractors to insure proper circuits wiring. Exact route and Installation of the electrical wiring and equipment will installation in regard to ceiling pattern. E0,11e all fixtures, glassware and lamps safely be determined by conditions of construction on the Job by the Contractor as acceptable to $•2 Splices and terminations for all wire No. 8 and over shall be by tool-applied compression and replace without charge all such Items broken or damaged prior to final accepters z. the Architect. Coordinate installation of wiring and equipment with the work of the other fittings unless manufactured design prohibits use, such as molded case breakers. Anderson Fixture mounting and rough-In shall Da carefully coordinated with Architectural features, trades. 'Versa-Crimp' systu or approved equal. Trials most be approved by manufacturer for mechanical equipment, store fixtures. refrigeration equipment and like materials furnished specific lug usc'. and Installed by others so as not to conflict with fixture Mounting or light distribution. PROJECT RECORD ODCUMENTS 10 If conflicts arise, they shall be brought to the attention of the Architect and a solution 10.1 Documents: Maintain at jobsite one copy of Drawings, Specifications, Addenda, approved OUTLET BOXES 7 shall be rendered prior to rough-in or reinstallation at Contractor's expense. All outlets Shop Drawings, Change Orders, Field Orders, other Contract Documents ;uhmitted by 7.1 Outlets, ,Junction boxes and device boxes shall be Code gauge, galvanized steel with in calling Lila shall be centered on the the zr tile joints. Flex connect to all recessed Contractor to compliance with various Sections of Specifications. suitable knock-outs for conduit. fixtures. 10.2 Submittal: Submit one copy of Documents, the Drawings for which shall be prepared by 7.2 Use outlet boxes, pull boxes and terminal boxes having ample cubic volume to suit the 3.3 Fixtures shell De].eft clean at the time of acceptance of wort and every itam shall be JP competent Draftspersons using f Documents, furnished bLck•11ata prints. Contractor's final aqui cements at each outlet. Minimum Sita outlet: 4' square, 1-1/2' deep• coarct n 7h asponsibllity far d 1AII ina or orotec Ll o1 fixtures from dirt. dulL payment w111 not er authorized until Documents haw been ravlomed and accepted. paint, debris- etc. scall ret with the Gontrec or ILfutures are dirty at complition 7,3 Outlets for telephone to be same as for branch circuit wiring except with single gang 0( the oro]act, th• ronVector naafi dean them et ray addition& Cost.S2thill MOL• ONNER'S RAINTERANCE MANUAL 11 device plata covers with 1/2' bushed opining. (� 11.1 Provide at completion two (2) loose-leaf binders with indexing including the following: 1670 A. Copies of all bonds, warranties, guarantees, certificates, etc. 7.4 Size All outlet bases for conductors, devices, clamps, fittings, etc. shown on Drawings FIRE AL.0 B. Operating and Maintenance instructions for all Electrical-Mechanical equipment per N.E.C. Article 370. furnished by this Contractor. 6ENEM1. I O C. Catalog sham with lamp manufacturer, catalog number for each type furnished. SWITCHES AND RECEPTACLES 8 1.1 Coordinate the work of this Section with related trades. D. Contractors final payment will not be authorized until manuals have been reviewed and accepted 8.1 Devices, e shall be white except areas designated otherwise by Architect shall be compatible 3,2 This Section contains the general requirements for the complete f installation ion of an with decor. Underwriters' Laboratory listed Fin and Life Safety System 24Y, lour zona, lire Alarm EQUIPMENT MOUNTING 12System. W 12.1 Every fastening device srd support for electrical equipment, fixtures, panel outlets, 8.2 Switches: Hubbell 1221 or equivalent. Use screw terminals only. 'Speed-Wire' connections a1-- conduits and cabinets installed, shall be capable of supporting not less than four times not permitted. GUAN.tHTEE 2 the ultimate weight of the object or objects fastened to or suspended from the building structure. B.3 Receptacles: Hubbell $262 or equivalent. Use screw terminals Orly. 'Speed-Wire' 2.1 All components, parts and assemblies shall be guaranteed against defects in workmanship ennnections not permitted. and Materials for a period of one year after date of acceptance. DISCONNECTS (MOTOR AND CIRCUIT) 9 INSTALLATION 3 J ❑RTIN6 STRUCTURAL FRAMING 13 g,l Se fety swttchas to D: hoer; duty, /us as or non-fuse type, dual-rated, quick-Make, quick 3.1 Installation of all conduit, wire, cleaves, outlet boxes, insulation boxes, insulating !l 13.1 Exposed Members: Not permitted unless shown on Drawings or otherwise approved. break. Switches to be clearly marked for maximum voltage, current and horsepower. Provide system d aces, etc. hal terminal laccordance pull boxes, junction bones, Inserts, anchors, 1 1 disconnects (fused If required .y manufacturer) for all HYAC equipment. System dation, etc. shall M e with applicable with the appropriate requirements of these sl- 13.2 Concealed Horizontal Members: Specifications and In accordance rtth apDllcabta sections of the current edition of U8[ - Notches Prohibited: In middle 1/3 of member length; graater than 1/6 of member depth. STANDARDS 10 and Oregon fade$ for signaling systems, whichever is more stringent. Bored Holes Prohibited: In middle 1/3 of Member length; greater than 1/3 0f member depth; 10,1 Comply with NECA Standards of Installation, First Edition, as minimus standard. CEWfiUL CONTROL PANEL 4 within two (2) inches of member top or bottom. U CONW IT FILL 11 /.1 Simplex 1001 Series shall include necessary swttchas, relays, indicator lamps, Miring, 13.3 Concealed Vertical Members: Maximum notching depth: 11.1 Maxima Number of Conductors in conduit or tubing shall be bated of NEC Chapter 9. Table terminals, etc., required for complete operation, supervision and control for entire n At Exterior and Bearing galls: 25% of member width. 3C for all new Mork, except six no. 12 AWG in 3/4' conduit is all owl. systa. The central control panel shall provide the following functions. 1 U U • At gearing Wells: 4G% of member width. green power on 11yht. IILLLF At All Other Wells: 60% of member width. CONDUCTOR PROTECTION 12 Facilities to Ind got* elan or trouble at Tire department over phone lines. INSPECTION 14 12.1 Hold feeder and service conductors away from metal edges in .^cls, Da xes, wlrweys or One (1) spare signal le (yell switchboard. Alan (red) an trouble (yaliw) lamp for each zone. L 14.1 Inspection and approval of all work shall be performed prior to covering by concrete or Trouble lamp and buzzer. l�_ I- other materials by the Architect. Contractor shall notify Architect when work Is ready Provide power for operation o/ smoke detectors. r for Inspection. Lost of uncovering and making repairs where uninsD-cted work has been SERVICE Alt 0ISTA1991 l 1640 Power failure will not result In an elan. U covered or closed in shall be borne by contractor. Provide and install 24 volt exterior bell to operate with temper and flow switches. 'y LABELING IS UTILITY COMPANY WIRE 5 15.1 Provide individual engraved Micarta labels for each service and distribution switch or 1.1 pay all material and labor costs for secondary service installation not furnished by the 5.1 .Cable: All system cable shall be powered liritod 105-C - 300V type fire protective e LU ---.i breaker, each piece of electrical equipment throughout job, such as, but not limited to, serving utility company AS part of their obligation for service to this building. Obtain signaling circuit cable, U.L. listed and labeled, suitable for location and use. Minimm switchboards, pends, disconnects, motor-starters, time-switches, contactors. this cost from the Serving Utility Co. wire size shall be 16 AWG for clan Indicating And control circuits and IB AWG for slam Initiating circuits. Wire shall be of solid aopp'or or bunch tinned banded. 15.2 Label mounting shall be by straws or approved permanent adhesive. Provide label inside DATE each panel Indicating 'Panel _, Voltage , Fad from _ 6.2 Wiring Precticeu All cable%, wiring (ons sad terminal blacks shall be identified by 31 rani B� 15.3 Provide neat typowr itten circuit schedules for all panels. function and bsource sof all cables,s or other acceptable forms; and teretnils hall dearly Indicate the scut Peoa No. Na Scace 15.4 Consult Owner barer$ preparation of all labeling and circuit schedules for proper 5.3 Cables And wiring to be installed In E.N.T. conduit below as required by local Code. CKEED nomenclature and area des tgnattons, etc. And submit to Architect for eDOrovel prior to MAIM az1.5 Installation. 5.1 Strap cables and wiring tight to structure every 36'. NQ1-WK P011l11114• O� ��Lg TRENCHING 16 Mmzr No CONTACT: HANK BARLEEN 16.1 Trenching and backfl l l Ing for electrical work shell be done by the Electrical Contractor. All conduit in trenches shall be ser undisturbed ground with a Minimum of 24-inch cover. DD OF ELECTRICAL SPECIFICATIONS (xA7) sBG-spa E 3 _ - PR0.ECT HO.: C9-131 3 A q�l 3 4...�Jm hlm�l fill ll ll lm lel ( III ( Imo ll Imo lm lel ml I I I l l Il lI hINll lin(111I�p IiI IIIDIq IIII III III mI III I NI I II I II I II II It(IPIq IIIPIq IIIA 11 PIA llI II II I1'l il'I ilm lm�Ilj 1e1111)mi l liz �.�. I MEIF THIS Mlru IMO 1 2 fl 8 7 B 0 ',101 '. MAw11i IB Use CLEAR THAN nils WTIM, 17 IBM Ta THE QUALITY OF THE ORIGINAL. - mlw• oc e2 Mz Le m2 BE ez cz 2z It og 61 - 11 LI gl 61 6-1 Bi ai It 01 e e a e G w e z I3OX -•` „xlmudmlLmhmnLomhm6edenlnnbaLelxxLnmhNlhmwlmdwnbalmdnxliiBlxlilWdN!dni�hip�Wlbn)Inn' nWM111�NNNAmihndlmlluJwdnnlal6AdImIIWIgnLudnxlaglNRN�NNIYII�Y�Y�uuhlu�wluuluulml�etllixl ( APRIL 11 1991 A a, i i ou0\ z GENERAL NOTES f A CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATION OF ALL UTILITIES THAT CMS' \�''1�� I ARE TO BE CROSSED OR CONNECTED TO, VARIATIONS FROM THE PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND ENGINEER z IMMEDIATELY. � � z N88'S9'S l`E 401.5_0' _ _ B FURNISH AND INSTALL GAS COCKS ANO PRESSURE REGULATORS ON ALL I { 5 CONNECTIONS TO GAS FIRED EQUIPMENT. COORDINATE ROUTING OF VENTS. 12 0 ID zz ►' INT 'TY'�"*-,67 T 'T &-lo Ayr v� r- f ,'R� L1GiM 11 T :l�tJ- ! - --- T I 1 / 4. p Al I �i''i• ." /// 4�� 334+lz \� v MSI Ln W CN N /�/%j//, Q LL 0 I I v tit' VAL-V /' I • 1 [-A..11�.' 111 • i �[ N i �� Z cn I -j ,/,�/ W F W W c� F77i/� l _ �� W if- -_ _-_ - _ —_ ::4 -4 Z i ••-'r.'",/1�1, • I r\ ■ Y'' - ■ HwIj 'T ACJ 1{ICaFi I • % / O 1Y � ,�__ -f�'r�wT� I-�lL ..,A� ..Y f>� F�t:#31P�L•C,,• '/ �/�j /'1 � � 48 E� o- C.l►•I -L� kN A I 61eMMI�AW"�'`'k P'IR T> -Tld , . / / i c z HA2 t--- �aA ME1�R I,�c MSM I f Q J�.l IT7+ / Tt.�Tf•_, I 'L,:4 �5' R'i �" - _ J�% '/% �N 1 bbl �P.TL t�4rG` I H F 1 ISI u K - E_ •' I / �� > 40 v ��t � Y / I - - - - -- - - - - - - - - - - -- - - - - - - - - - -�/f� � 411INA I u-.A I / //' / PIPING LEGtND rn Ti 13 1 FI lIXE GA_, ` E' r; ' /, PMT. r� •� ll� j I '�// c�oLO WATER 5 A G ,//�/1 -�---,� coIJD WATER eElow GRADE I mall Lc11!•4C� / / i 1 �i /. F _-'- FIRE SERVICE -�-F -� FIRE SERVICE BELOW GRADE I U FIAKT�ENT SrANr, Uv - k GON G— GAS SHUT-OFF VALVE r --- �,%; f'AI�KING LoT l.a`(e�T LAG BOLT I THIMBLE A.C.A. APPROVED TYPE CAP TIL -- - I <•CLIP i-1/4' MIN. SLOPE 2FT. MIN. / \1/4- TO 1- TO APPROVED CAP I r►, i I 11 I THREADED R00 R OFING ---� �A�HERTER-T4 T WITH Z WASHER k NUT N OF THIMB R SIS�i�i�T 0+ L - - - - - - - - - - -- - - - - - - - -�-- -�_' - -- - - -I.- _ L - - - - - - -_. _ - - - _ ._ ,_ - - - - - - - - - -j HORIZONTAL ADJUSTABLE R OF --FLUE FL iE ttr�[Al rw 'r+ ,r/' j/;•' I I _ - I 1 LOUVER < CUP FLUE _- PROPFLL FAN WITH GUARD UNIT HEATER - �/- SHUT-OFF VALVE PPuVI� ANL INE,TA I I —GAS SUPPLY ,� DRIP LEC � �y2. � - - - - VERIFY I MOUNTING -G.►S CONTROL �-�-+ d► // j��' / • /r t��Ar�r_• tF CITY k REGULATOR 2 THEATER DETAIL / / / //JJ/ / // / J /. / / ' F / ,/ •' •'/ /..' _r NOT TO SCALE ol I of X1.1 IMF // // / / NOTES 304.64' 1. PRV/STRAINER - WILKINS NO. 500 YSBR. SET 1/2- PRV AT 65 PSI Ni¢i8'S9'S�'Ir AND 1-1/2- AT 60 PSI, ADJUST AS RElMARED TO DELIVER 65 GPM. II \ AT APPROXIMATELY 55 PSI DELIVERY PRESSURE. 2. RELIEF VALVE - CASH-ACME, WATTS, ASME RATED 3. ANCHOR ENTIRE ASSEMBLY TO WAIL RELIEF VALVE --3b PRESSURE GAUGE Al 100 PSI ` 0 TO 250 PSI 0PSI TO BLDG.--"-�-- n� W --' S. W. BONITA ROAD SUPPLY. 2- m�%NIN w 1�I BALL VALVE 2' COLD WATER FROM -- — METER AT 100 PSI -- -- _-- R/w -__ - _--_ __ --------- -------- --------- (STATIC) UNION 11 l GATE VALVE (TYPICAL) i PRESSURE REDUCING T I/2 0 M€CHAI,llc,4� PIAN VALVE I 13 ca 1 2- DATE SCALE PROJ. NC DRAIN TO FLOOR _ DRAIN iIIFJ'a)'-o' .,:� . _ � DRAWN t`HECKED CONTACT' SCOTT HOLUM SHEET NO A 3 PRESSURE REDUCING STATION 000 SN-0394 m LI• PERMIT NOS. 891 '0,e9i.660.891945' _ N.T. S.N, PR33 ,I nr• ?- PROJECT NO.' _ __—_r •,,.+.-......,..-....... - - n.r:.- ......,..,..—...n�•ww_+,-rn;•w .:�n ...:.:•rrt Mw,�.,c,. +WelillM.,r.,..MMMIRI�P"'. •,.....�,..ww._ 'vM ..».....,.,a.. • MI�I�IIi It111I1 Itl,Itl 1111111 I�Illtlllllllll Illllllltllllll �Illlt•IIItIl111 Itllltllltlll) It�1111IItIlII1 It111tllltllltl It1111111t11111 IIIIIIII�t11111 1t111ttIIt11111I111111111I11111 � � _--•rw 4 I I I I I I ! I ----— I�p' h) 1 2 3, 4 5 6 - 7 A 9 NOTE: IF THIS MICPOFILMED " DRAWING 15 LESS GLEAN THAN ' THIS NOTICE, 11 IS DUE TO THF QUALITY OF TIE ORIGINAL - -- nRAwING. OE 62 BZ tZ 92 S2 bZ E2 22 IZ OZ 61 BI LI 91 Si bl EI ZI 11 01 6 9 t 9 S b E Z 1""" X111{nu11u11unlNn{In111n1{NN{N1�u11iiu1{11Hbu1hlNhmhn11u111N11�lulhluhltlluu;ll{IIIuIIInuInIrI11I111tu11�1111nIlInIIIN♦lNtlltntlnNlllnluulNuluitlnu((((lltllt1tu1111Wu111uuluN6ndINIINIIIIUIIIuLLliuluuliluWllluullutllulllWlnH •� '. APRIL II 1991, _ f ti F I. I I : SPECIFICATIONS CTiON 15010 GENERAL PROVISIONS 8. !razed solder tip joints; use Fos-Copper rod on wrought copper fittings, or silver D. Operating and Maintenance Nanuals: Provide four (4)sets of operating and maintenance brazing alloy with flux recommended for that particular alloy on all fittings. Clean manuals on fire protection specialties and NFPA #13A"(1987 Edition) care and maintenance PART I - GENERAL copper tubing and fittings thoroughly before applying the flux. Reaove all copper of sprinkler systems. tubing burrs, ream to full bore and true and round all joints. Apply heating uniformly 1.1 CODES, RULES AND REGULATIONS: to secure penetration of the rod and leave a full bead around the entire circumference PART 2 PRODUCTS A. All work and materials shall conform to the local and State Codes and all State and of the joint to show proper penetration and sealing. Under no circumstances will Fos- other applicable Laws and Regulations. Copper be used on cast fittings. 2.1 GENERAL: B. Whenever indicated material, workmanship, arrangement or construction is of higher C. No-Huh Cast Iron Pipe: Conform with State Plumbing Code and Cast Iron Soil Pipe A. All materials, equipment, valves and devices installed and/or furnished under this quality or capacity than that required by the above Codes, the Drawings and/or Institute recommendations. Section shall be new and UL listed and FM approved for use in the fire protection in Specifications shall govern. D. Uninsulated piping shall be installed so that unrestrained direct contact with the installation. 5 C. Should there be any direct conflict between Codes and the Draw ngs and/or structure or other system installations is avoided. Where contact with or passage B. Material and Equipment: Specifications, the Codes, lax:. or Regulations shall govern. through building or structural features cannot be avoided; piping shall be firmly Underground Pipe and Fittings: Underground pipe and fittings shall be listed in the anchored to, or isolated from, the structure to prevent noise transmission and Underwriters' laboratories Approved Fire Protection Equipment List and Factory Mutual 1.2 WORKING DRAWINGS: occurrence of physical damage. Approval Guide. A. The working drawings are generally diagrammatic. They do not show every offset, bend Piping to be insulated shall be installed with adequate clearance around piping to C. Pipe and Fittings: or elbow required for installation in the space provided. All locations for mechanical allow for placement of full thickness insulating material . 1. Above ground piping shall be black steel. Fittings sha,l be suitable for 175 psi work shall be checked and coordinated the Architectural , Structural and Electrical 3.2 VALVES: working pressure and shall be cast iron or malleable iron screwed, grooved or welded Drawings. A. Install valves on each side of all equipment in accordance with NFPA Standards Pamphlet No. 13 except use flanged or grooved B. Where equipment is shown, dimensions have been taken from typical equipment q pment and where shown on the Drawings. Full q pment of the size of pipe unless otherwise indicates. fittings at valves. class indicated. Carefully check the Drawings to see that the equipment, under B. Provide neat appearance and easy grouping with all 2. Underground piping shall be Tyton joint ductile iron pipe in accor0ance with NFPA consideration for installation, will fit the space provided and that all connections DP P 9 parts easily accessible. Valve Standards and local utility requirements. Hydrants 5-1/4" with steamer port and stems shall be installed in a horizontal or upright position. _ may be made thereto without impairment of area and height requirements and of Code two 22 NST connections. required clearances. C. Val Application: q Sg1v1c y�Ivg_Iype Minim 3. Valves: Underwriter's approved indicating type valvas, 175 psi working pressure, u Ism Pressure u ting 4. Fire Department Connections: Fire Department hose connection shall be located near 1.3 SHOP DRAWINGS: Domestic Water Gate 125 psi double defector check valve. The Fire Department connections shall be similar to A. Submit all Shop Drawings at one timf-. Bind each set In a three-ring binder. 3.3 UNIONS: the following type: z B. Each item submitted shall be clearly referenced by page and paragraph t the applicable A. Pipe Unions: Install where indicated on Drawings and on each side of all pieces of Potter-Roehmer Model #5.741 Series with three 1-1/2' hose connections and with a 6" portion of this Specification. Where equipment is designated by number or symbol on supply. Finish to be rough brass. i equipment to permit easy removal of the equipment. D post indicator, valves in 'v,Ea PAOfff the Drawings, the submittal shall also show this number or symbol . 5. Supervisory Switches: Supervisory switches for OSiY and B. Insulating Union: Place in line in piping systems where two dissimilar metals come in C. All specified features and performance data must be specifically noted on the submittal , fire line to be of the followin type: contact. 9 �ti� fly\ 0. The Contractor shall check Shop Drawings for space requirements and conformance with Notifier Series NGV Supervisory Switch for OSIY and post indicator gate valves. /� r rlr•,Irt G� the Specifications and shall mark his corrections and approval on all Shop Drawings 3.4 ESCUTCHEONS: Install on all exposed pipes passing through ceilings, walls or floors. 6. Inspector's Test Connections: Inspector tett connections to be equipped with sight J' ° s' prior to submittal to the Architect. flow connections similar to GEM #1321 "Sight Flow Connection' and terminate with rr ` 3.5 PIPE HANGERS AND SUPPORTS: galvanized 45' ell if located on exterior of building. 1.4 RECORD DRAWINGS: Record Drawings, showing dimensions, locations and depths of all buried 7. Hangers: Hangers shall be in accordance with the requirements of NFPA #13. and concealed piping and equipment shall be kept Up-do-date. Master co A. General : Provide adjustable hangers on all pipe, complete with adjusters, swivels, P P 9p p copy shall be kept on rods, etc. Size hangers to clear insulation and guides. 8. Wall Plates: All pipe penetrations through finish walls will require a chrome wall 17 the job. No backfilling of trenches will be permitted until Record Drawings are approved B. Provide hanger within three feet of all changes in direction. plate on both sides of wall. M, M`c'� as up-to-date by the Owner's Representative. No plumbing progress payments will be approved C. Branches six feet or longer shall have separate hanger. 9. Escutcheons for pendent sprinklers to be white recessed canopies. Pendent unless Record Drawings are up-to-date. Depth of sewer., shall be from a permanent bench mark D. Plumbers Tape: Not permitted as pipe hangers. sprinklers below finished ceilings to be chrome plated and centered in ceiling as shown on Contract Drawings. E. Hanger Spacing: tiles. Q Pipe Spacing PART 3 - ExECUTION 1.5 GUARANTEES Furnish written guarantee to Owner for period of one year covering all defects Cast Iron Soil Pipe - At each joint and at Intervals +,,,t to Z in material and workmanship. Should any trouble develop during this period due to defective exceed Five Feet materials or faulty workmanship, the Contractor shall furnish all necessary labor and Copper Tubing 1-1/4' and Smaller 6 Feet 3.1 INSTALLATION: tv material and correct the trouble promptly and without any additional cost to the Owner. Copper Tubing 2-1/2' and Larger 10 Feet A. The Sprinkler Contractor will coordinate his work with the other building trades on the N Steel Pipe I" and Smaller 7 Feet site to prevent conflict of location with equipment, fixtures or structural element:. 1.6 PERMITS: Unless otherwise distinctly herein specified, this Contractor shall apply and pay Steel Pipe 1-1/4" and larger 10 Feet y the Sprinkler Contractor will make the necessary UL In event of unnecessary conflict, �"'� for all necessary permits, fees and inspections roquired by any public authority having changes at his expense. 0 jurisdiction over his work. F. Hanger Rod Sizes: B. All hangers, supports, earthquake bracing, sleeves through walls and floors or openings 0 Q 1.7 VISITING THE PREMISES: i e._S+,zes Rod Sizes required will be the responsibility of the Sprinkler Contractor and will be provided J Z 1/2" to 2' 3/8" at his expense. A. The Contractor, before submitting his Bid on the work, must visit the site and 2.-1/2" to 3' 1/2' C. Install all piping concealed in all dropped ceiling oraas. Sprinkler guards to be familiarize himself with all visible existing conditions. As a result of having visited 2-1/2" to 3" 5/8" provided on all heads lower than 7'-6" to finished floor. Z rn tht! premises, the Contractor shall be responsible for the installation of the work as D. Sprinkler lines will be routed in a satisfactory manner which will eliminate the Z it relates to such visible existing conditions. 3.6 EQUIPMENT IDENTIFICATION: Each new piece of equipment shall bear t permanently attached necessity of cutting, burning or otherwise damaging any structural member that would W B. The submission of a bid will be considered an acknowledgement on the part of the Bidder identification plate, listing the man.-ifacturer's name, capacities, sizes and result in weakening the structure. All overhead sprinkler main lines must be supported J UJ of his visitation to the site. characteristics. In addition to the manufacturers identification plate, pro-idls nameplate gars. W _J of black phenolic resin laminate and identify new and existing equipment by name and number, E. from exterior concrete walls or wood beams with steel ham The Sprinkler Contractor will provide and install near each riser, a cabinet containing V l.A PRODUCT DELIVERY, HANDL!NG AND STORAGE: 1/2" high letters. a minimum of nine extra heads, including three high temperature rated heads and a Z A. Store materials off the ground. special head wrench. The drain valve shall be ;o indicated with a suitable sign. (r UJ B. Manufacturer's label required on each storage container. 3.7 CUTTING AND PATCHING: Cutting, patching and repairing required for the proper installation Instruction charts describing operation and proper maintenance will be provided and C. Protect from weather and damage. ane. completion of the work specified in this Division, including plastering, masonry work, posted near the risers by the Sprinkler Contractor. Q o concrete work, carpentry work and painting shall be performed by skilled craftsmen in these F. After completion, the Sprinkler Contractor will , at his expense, perform a hydrostatic Z PART 2 - PRODUCTS respective trades, all at the expense of this Subcontractor. Holes which are cut oversize leakage test witnessed by representatives of the Fire Marshal. shall be filled back in so that a tight fit is obtained around the pipe. duct or object G. Guarantee: The entire fire protection installation specified herein shall be guaranteed Q V 2.1 MATERIAL: All materials and products used for construction shall be new, of the best grade passing through. by the Contractor for one year against defects in equipment, materials and workmanship. > Z� The guarantee period shall begin when the a successful acceptance test is made. and the latest products as listed in printed catalog data. All, articles of a kind shall 3.8 EXCAVATION AND BACKFILL: Defective equipment, materials and wurkmanship shall be repaired or replaced at the a � } be the standard product of a single manufacturer. Trade names and m;,nufacturers names A. Perform all excavation and backfilling necessary for the installation of underground Contractor's expense. The Contractor shall also repair or replace any property damaged denote the character and quality of equipment desired and shall not be construed as limiting competition. Equipment to be U.L. approved where required. sewers, structures, tanks, piping and as otherwise required. as a result of such defects or during their correction. The guarantee does not require w B. Dig trenches to required grade and depth with only sufficient earth material removed the Contractor to render service, replacement or repairs required as result of the Y PART 3 - EXECUTION to provide working space. Trenches dug below the required depth shall be refilled to normal operations of the equipment or the Owner's negligence or abuse. proper depth with sand, fine gravel or crushed rock. Vi 3.1 SITE OBSERVATION: C. Restore to original condition all paved surfaces, existing piping, conduit and any SECTION 15400: PLUMING K)A. All work and materials subject to field observation at any and all times by Engineer other work which was cut or disturbed through the performance of work under this Kr and/or Owner's Representative. contract, PART 1 - GENERAL y B. The Contractor shall notify the Engineer a minimum of two working days prior to tearing D. All testing and inspections shall be complete and approvals obtained, before backfilling any piping system which must be witnessed and approved before it is covered up or is performed. enclosed. 1.1 SUBMITTALS: Provide Shap Drawings for the following equipment: E. Backfill materials shall be free of rocks, debris and other foreign materials and shall Piping and Fittings. C. If observer finds any material or work not conforming to these Specifications, the consist of earth, sandy clay, sand or gravel. Plumbing Cleanouts. Contractor shall, withitl three days after being notified, remove materials from the premises. If the material has been installed, the entire expense of removing and PART 2 PRODUCTS replacing will be borne by Contractor. 15300 FIRE PROTECTION 2.1 PIPING: 3.2 WORKMANSHIP AND SUPERVISION: Constantly supervise work covered by this Specifications. 1.1 EXTENT OF WORK: THE TOTAL WORK INCLUDES: A. Soil, Waste, Vent and Storm Piping - Underground Piping to Five Feet Outside Building Verify all conditions on job site and lay out work accordingly. A. System connection to city water system. Line: Service weight cast iron soil with stainless steel couplings and neoprene gaskets B. Water main line from city water system with double check detector check assembly and or "DWV-ABS" waste arid vent pipe system. 3.3 COMPLETION REQUIREMENTS: Upon completion of the work and adjustment of all equipment, all vaults. B. Domestic Water Piping: Type 'N" copper above grade, Type "L" copper below grade. systems shall be tested by the Zontractor to demonstrate to the Owner's Representative that C. Fire protection water main, fire hydrants and all valves and indicating valves. Silver solder joints below ground; 95/5 solder above ground. all equipment furnished and installed or connected under the Provisions of these D. Lateral water mains from main loop to all building rises. C. Gas Piping - Above Floor Interior: Natural gas piping to be Schedule 4U black steel Specifications functions mechanically in the manner required. At the time of this demon- E. Sprinkler riser assemblies. pipe (ASTM A53, Grade B). Piping shall have black malleable iron 150# banded pattern stration, the Contractor shall deliver to the Owner's Representative four bound copies of F. Roof sprinkler system. pthreaded fittings. the following materials: G. 1-1/2" hose stations in warehouse. A. Catalog description of each item of equipment actually installed on the job. B. Spare parts list of manufacturer's recommended replacement parts for each fixture and 1.2 GENERAL REQUIREMENTS: 2.2 PLUMBING CLEANOUTS: Cleanouts shall be located as shown on Drawings and as required by the item of equipment. A. Work included under this Section consists of 'rurnishing all labor, materials and Code Provisions. Cleanouts shall be the same size as the pipe except that greater than 4" C. Operating and maintenance instructions for each item of equipment requiring inspection, ' equipment required for the installation of a automatic sprinkler system. will not be required. Inside floor type shall have polished nickel bronze tops, and wall lubrication or service, describing and scheduling the performance of such maintenance. i B. Work shall include everything required for the system, starting with and including the type shall have stainless steel covers. All cleanouts shall be Josam, Wade, Zurr•, Smith. city connection and double check. undergrounj main to building ,all piping, valves, Smith numbers used as a basis of selection. Outside cleanouts to grade shall be adjustable fittings, drains, alarms and other appurtenances, as may be required to provide a and galvanized. SECTION 15050 BASIC MATERIALS AiD 40 HODS complete system. A. Outside Area Walks and Drives: Smith 4253 with galvanized cast iron body and top. PART 1 - GENERAL C. Design: Contractor shall provide the detailed design for the Install in 18" x 18" deep concrete pad flush with grade or paving. i system in accordance with these Specificr.tions using a hydraulically designed system. PART 3 - EXECUTION 0. The velocity in the piping shall not exceed 20' per second. 1.1 SHOP DRAWINGS: Provide Shop Drawings of the following items: E. The design criteria should be based or a 10y decrease in the available water supply • �1 A. Pipe Materials: List of all piDe materials and fittings for each service. for pressure only. 3.1 PIPE INSTALLATION: f B. Valves. F. Building will be used for storage and distribution of Class IV commodity merchandise in double row racks with 4' aisles and encapsulated pallets. Storage height is 18 feet. A. General: Install unions in all non-flanged pipe connections to apparatus and adjacent PART 2 - PRODUCTS G. Hydraulic calculations should Inc%de simultaneous flow of 100 GPM inside hose flow at to all screwed control valves, traps and appurtenances requiring removal for servicing, base of riser, 465 GPM rack flow at base of riser and 400 GPM outside hose flow at so located that piping may bo disconnected without disturbing the general system. 2.1 PIPING MATERIALS: connect-on to private yard main. Provide dielectric couplings, unions or flanges t-tween galvanized steel and copper pipe A. Cast Iron Soil Pipe: Service weight no-hub cast iron pipe and fittings conforming to or tubing. ANSI Standard A-112.5.2.. 1.3 SPECIFIC REQUIREMENTS: 1. Install all piping so as to vent and drain. V 1' B. Black Pipe: Schedule 40 pipe, black or galvanized. Size 4" and smaller conform to ASTM A. Under round Mains: 3-6 bury backfill 2. Run all piping 9 Ductile iron, per site work specification. j P D 9 parallel to the building structure and support it sufficiently to A120. Size larger than 4' conform to ASTM A53. hydrant spacing maximum 500-5'eet, prevent sagging. C. Copper Tube: Hard drawn copper, Types K. L. and M conforming to ANSI H2.3.1. Fittings B. Roof Sprinkler Systems: Use 286' roof sprinklers. Assume two future levels of rack B. Sanitary Waste Piping: Slope at uniform grade of 1/4" per foot unless noted otherwise. _ shall be wrought copper solder joint fittings conforming to ANSI B16.22. sprinklers. Include wall post indicators. Include an 8' plugged tee in base of risers Make changes in size with reducing and wye fittings. Run exposed piping parallel or 2.2 VALVES: for future rack systems. perpendicular to building structure. C. Vent Piping: Horizontal runs free of traps + C. Inside Hoses: Hose stations, each equipped with a maximum of 100' of 1-1/2" light ps and sloped to drain to drainage system. _+ A. General: Valves manufactured by Jenkins, Kennedy, Dowell , Walworth, Crane, Nibco, weight lined fire hose and adjustable plastic nozzle shall be provided throughout the 3.2 PIPE TEST: �1 j Stockham, Hammond or Lurlkenheimer. warehouse and located to provide coverage to all areas. Hoses to be stored vertically AI Drainage, 1 B. Gate vaaves: on breakaway peg type racks similar to "Taraton"by General Fire Service Ltd. Waste and tient Piping: Test in accordance with local Plumbing Code 2" and Smaller: Bronze body, 125 psi working pressure, non-rising stem. Nibco Model D. Codes and Standards: provisions. � �i 113. 1. NFPA 13 - 1987 Edition. B. Water Piping: Eliminate air from system. Fill and test at 150 psig for a period of C. Ball Valves: 2. NFPA 24 - 1987 Edition. six hours with no loss in pressure. 1. Size 2" and Smaller: Bronze body, 200 psi working pressure, lever handle with 3. NFPA 231C - 1986 Edition. stops, threaded or soldered ends to match pipe and bronze stem and ball . Seats SECTION 15880: AIR DISTRI6UTION and seal shall be Bu►la-N for service of maximum 150'F. For service over 150'F, 1.4 WORKING DRAWINGS: S 1 seat and seal shall be ethylene propylene or teflon. Valve seat replaceable without A. The successful bidder will prepare complete working drawings in detail of the entire disturbing piping either by swing away or top entry method. Nibco Model 59OW for installation from the connection at the city water main to the .4ntirety of the system PART 1 - GENERAL below 150'F, Model 590Y above 150'F. in the building. The working drawings will indicate all normal and special conditions. 2.3 UNIONS: Clearances from light fixtures and equipment, alarm systems and all other information 1.1 SHOP DRAWINGS: Provide Shop Drawings for the gas unit heaters. i pertinent to the installation. All working drawings will be prepared as soon as A. Steel Pipe Union: 150 pounds malleable iron, brass to iron seat, ground joint, black PART 2 - PRODUCTS possible for completion of the work. or galvanized to match pipe, B. Working Drawings: r 1. Sizes 2" and Smaller: Screwed connection. 2.1 GAS-FIRED UNIT HEATERS: (\� 1. Submit Drawings to City. 2. Sizes 2-1/2" and Larger: Flanged connectiun. 2. Submit eight (8) sets of Drawings bearing above approval to General Contractor for A. General: Natural gas-fired unit heaters, piped and wired internally for single point O. Copper Pipe Union: 200 psi working pressure. Bronze body, solder ends. Architect/Engineer approval. field connections. Heavy gauge steel cabinet with baked enamel finish. See Schedule {V C. Dielectric Unions: 250 psi working pressure. Pipe ends and material to match piping. 3. No work will be performed by the Sprinkler Contractor prior to obtaining final for capacity. U.L. and AGA approved. l.L 7 1 Electric current below 1`A of galvanic current. Gasket material as recommended by approval of the Drawings. This final a B. Direct-driven propeller fan. L_ manufacturer. EPCO or accepted substitution. DD 9 approval will be on a system-by-system basis. C. Aluminized steel heat exchanger. Spark ignition. 1.5 FEES, PERMITS AND ASSESSMENT OR HOOK-UP CHARGES: The Sprinkler Contractor will obtain all D. Manufacturer: Modine, Reznor, Hastings, Sterling, Trane or approved. 2.5 ESCUTCHEONS: Brass material, chrome plated finish. Size sufficient to cover all pipe permits required and will pay all fees and do all work as required by local, county or State building departments to provide the connection to Lila existingwater main regardless of the 2.2 " T openir-, through wall , floor or ceiling. Set screw or spring to secure to pipe. a 9 FLUE VENT PIPE: Notalbestos Type B or approved. Double wall. 1= clearance to L location or- construction requirements. combustibles. U.L. labeled. Provide roof vent to match flue. L 2.6 PIPE HANGERS AND SUPPORTS: 1.6 FEES, PERMITS AND ASSESSMENT OR HOOK-UP CHARGES: ._..,7 �1 A. General: M'-higan Numbers are indicated but comparable products manufactured by Elcen, Kinline, FAS Central, Super Strut or approved substitute. A. Submit six 6 sets in three-cin binders of the following equipment: SECTION 15950: CONTROLS f�� B. Pipe Hangers: Adjustlble clevis type or malleable iron, split ring hanger, black, O.L. ( ) ( g ) 9 1`J1 listed. Michigan No. 111 or 400 or approved substitute. Backflow device. Air compressors PART I - GENERAL LU Vaults. Accelerators PART 3 - EXECUTION Fire Cepart,nent Connect'.on Pressure switches 1.1 GENERAL: � * . Flexible Couplings and FittirJs Water motor gongs A. Provide a system of low voltage electric controls. 3.1 PIPE AND PIPEFITTINGS: Hangers Earthquake brace details oATE Sprinkler Heads Sprinkler Cabinet B. Wiring: Shall 5e as required for a complete operating control system, per State and 3I NW, Sprinkler EscutcheonsNational Electrical Codes. Provide necessary , switches SCALE PROJ. NU A. Install unions in all non-flanged pipe connections to apparatus and adjacent to all Tamper switches Y rely sy , transformers, fnsin g Gate Valves arid Check Valves Site glass indicators and pilot lights. Interlocks and control power from nearest panel. /i_';NUTS screwed control valves, traps and appurtenances requiring removal for servicing, so Fire Hydrants Dry pipe valves located that piping may be disconnected without disturbing the general system. Provide Water Flow Switches PART 2 - PRODUCTS dielectric couplings, unions or flanges between steel and copper pipe or tubing. DRAWN CHECKEnB. Test Reports: Submit one complete copy of the following reports: 1. Run all piping parallel to the building structure and support it sufficiently to prevent sagging. Material certificates Overhead Hydrostatic Test 2.1 UNIT HEATER: Honeywell T87. 38-12 setpoint. Welders Pipe Certification Guarantee SHEET NO 2. Install all piping where possible so as to vent and drain. Certification of Completion PAiIT 3 - EJ;ECUTION 3. Support all piping independently so that its weight is not carried by the equipment. Back Flow Device Tests required while guarantee is 1n effect 4. Screwed Joints shall have the pipe ends reamed, dope or tape applied to male threads j D P P PD C. Record Drawings: Provide two (2) reproducible (Mylar) and four (4) blue line copies 3.1 SEQUENCE OF OPERATION: Unit heater thermostat to control gss heat to maintain setpoint. tape only.with the exception of brass to brass joints which shall be made with Teflon of 'Record" Shop Drawings showing all deviations from Contract Drawings. Drawings Thermostat to be complete with summer tan on•-off switch. r•EPrl.r.r NOS. shall be accurate, neat and in clean finished appearance when delivered to the Engineer. 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