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10565 SW NIMBUS AVENUE-3 1 I� I • -w....-r««......,.-...r+.. ..�wr..+w..rrr.....•...+w,+�a. ..•�`w�.r._,. - .•r.+rw.-SIA,�.rur..-.e...r...u•..•....�.�f�.ir.�.-w«........�..-..�....-......... -�....., .. _........-.-r.� 1• ,•T M SCHOLLS B (i I SaW, RD , ) ,3 - W. NIMBUS AVE .TIGARD OREGON 7 - GENERAL NOTES:� S NESS CENTER Al JE ( BUILDIN S ) r ' I THE CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND DIMENSIONS ABBREVIATIONS _LIST: PRIOR TO ANY WORK AND SHALL BE RESPONSIBLE FOR ALL WORK AND 13, THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ANU SHALL REPLA MATERIALS INCLUDING THOSE FURNISHED BY SUBCONTRACTORS CE w OR REMEDY ANY FAULTY, IMPROPER OR INFERIOR MATERIALS OR AI ABOVE FINISH FLOOR FOS FACE OF STUDS WORKMANSHIP WHICH SHALL APPEAR WITHIN ONE (1) YEAR AFTER THE A .1 ACCESS PANEL P PAE DIMENSIONS TAKE PRECEDENCE OVER DRAWING: DO NOT SCALE DRAWINGS COMPLETION AND ACCEPTANCE OF THE WORK UNUEP T,415 CONTRACT, FIN FINISri(ED) PAR PARRAPAPETT t� TO DETERMINE ANY LOCATIONS, THE ENGINEER SHALL BE NOTIFIED IF ADD ADDENDUM FF FINISH FLOOR ANY DISCREPANCY OCCURS, PRIOR TO CONTINUING WITH WORT PERF PEkFORATE(D) EXCEPTION: THE ROOFING SUBCONTRACTOR SHALL FURNISH AND MAINTAIN AGG AGGREGATEl AGREEMENT CO-SIGNED B ({pY THE CONTRACTOR TO MAINTAIN THE ROOFING& r M1��I�III FFE FINISH FLOOR ELEV PL PLATE, PROPERTY LINE j Y IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL A WATERTIGHT CONDITION FOR A PERIOD OF TWO (2) YEARS STARTING A/C AIR CONDITIONING FD FLOOR DRAIN EXISTING UTILITIES WHETHER SHOWN HEREIN OR NOT AND TO PROTECTAFTER DATE OF SUBSTANTIAL COMPLETION OF THE BUILDING. ALT ALTERNATE PWD PLYWOOD THEM FROM DAMAGE, THE CONTRACTOR SHALL BEAR ALL EXPENSE OF , FLR FLOORING) PT POINT REPAIR OR REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGED BY AL ALUMINUM c W 14. US EXCEEDING ONE THIRD THE SLAB OR WALL THICKNESS AB(5) ANCHOR BOLTS FTG FOOTING OPERATIONS IN CONJUNC110M WI 11.1 THE PROSECUTION OF THE WORK. PIPES AND DCT ) FNO FOUNDATION PVC POLYVINYL CHLORIDE ; SHALL NOT BE PLACED IN STRUCTURAL CONCRETE UNLESS SPECIFICALLY AN00 ANODIZED ARCPSF POUNDS PER SQUARE FOOT DETAILED. SEE MECHANICAL AND/OR ELECTRICAL DRAWINGS FOR LOCATION FOC FACE OF CONCRETE PSI POUNDS PER SQUARE INCH ALL DIMENSIONS ON PIANS ARE a ••,v FROM OUTSIDE FACE OF CONCRETE (EXTERIOR) OF SLEEVES, ACCESSORIES, ETC. H ARCHITECT(URAL) AND CENTERLINE OF WALLS (INTERIOR) UNLESS OTHERWISF INDICATED. F.S. FAR SIDE P.LAM PLASTIC LAMINATE AUTO AUTOMATIC F.FIN. FACTORY FINISH THE CONTRACTOR SHALL REPORT TO THE ENGINEER ANY ERRORS, 15 ALL ELECTRICAL, MECHANICAL AND PLUMBING WORK SHALL CONFORM TO THE AC ACCESSIBLE GA GAGE, GAUGE y INCONSISTENCIES, OR OMISSIONS HE MAY Ot�puER. REQUIREMENTS OF NEC. UMC, UPC RESPECTIVELY. (CURRENT EDITIONS) OT QUARRY TILE . . RESPONSIBLE FOR CORRECTING ANY ERRORS AFTER THE START OF TOR IS GALV GALVANIZED CONSTRUCTION WHICH HAVE NOT BEEN BROUGHT TO THE ATTENTION OF THE BDBD BEAD BOARD GC GENERAL CONTRACTOR RAD RADIUS ENGINEER. THE MEANS OF CORRECTING ANY ERROR SHAH FIRST N 16. GENERAL CONTRACTOR TO PROVIDE BACKING AS REQUIRED FOR MOUNTING OF BM BENCH MARK, BEAM APPROVED BY THE ENGINEER. HANDRAILS AND CABINETS. GI GALVANIZED IRON REF REFERENCE B5 BOTH SIDES GL CLASS, GLAZING REV REVISION(S), REVISED • ALL CONSTRUCTION SH!:L COMPLY HATH THE 1991 17, FIRE BLOCKING IS TO BE INSTALLED PER UBC 1991 EDITION (2516(F)). BOT BOTTOM GWB GYPSUM WALL PH U.B.C. W/AMEM�MENTS, BLDG BUILDING BOARD OR G.B. RIGHT HAND BUILDING CODE, AND LOCAL BUILDING CODE, GOVERNING BUILDING CODES RD ROOF DRAIN, ROAD AND ORDINANCES. BD BOARD GYP GYPSUM RM ROOM 3, THE GENERAL BUILDING PERMITS SHALL BE PAID FOR AS OUTLINED IN THERO ROUGH OPENING CPT CARPET HDCP HANDICAP(PED) SPECIFICATIONS. ALL OTHER PERMITS SHALL BE SECURED AND PAID FOR BY THE SUBCONTRACTOR DIRECTLY RESPONSIBLE. CT CERAMIC TILE HBD HARDBOARD S SOUTH CHRL CHAIR PAIL HOW HARDWARE Cl CAST IRON SAT SUSPENDED ACOUSTICAL TILE 4 THE ENGINEER WILL. REVIEW SHOP DRAWINGS AND SAMPLES FOR Ce CATCH BASIN HDR HEADER SAN SANITARY CONFORMANCE WITH DESIGN CONCEPT OF THE PROJECT. THE I:.NGINEEER'S HTG HEATING 2. SECT. SECTION APPROVAL OF A SEPARATE ITEM SHALL. NOT INDICATE APPROVAL OF AN CLC CEILING HVAC HEATING, VENTILATING ASSEMBLY IN WHICH SIE ITEM FUNCTIONS. CLR CLEAR(ANCE) AND AIR CONDITIONING SEC. SECOND C.O. CLEAN OUT, HD HEAVY DUTY SV SHEET VINYL C CONITIES AS REQUIRED,7 SHALL PROVIDE TEMPORARY WATER, POWER AND TOILET CONCRETE OPENING HT HEIGHT SIAL SIMILAR FACILITIES COL COLUMN HC HOLLOW CORE SC SOLID CORE �J 6. CITY APPROVED PLANS SHALL KEPTIN CONN CONNECTION HOR HORIZONTAL SQ SQUARE CONC CONCRETE HM HOLLOW METAL, SPEC SPECIFICATION(S) A PLAN BOX AND SHALL NOT BE USED BY WORKMEN, ALL CONSTT RUCTION SETS SHALL REFLECT SANE INFORMATION. 'iHE CONTRACTOR SHALL ALSO MAINTAIN, IN GOOD CMU CONCRETE MASONRY UNIT H8 HOSE BIB STD STANDARD ' Z CONDITION, ONE COMP' rE SET OF PLANS WITH ALL REVISIONS, CONSTRUCTION HOT WATER HEATER STL STEEL CONST CONSTRTHWH ADDENDUM, AND CHANGE ORDERS, ON THE PREMISES AT ALL TIME. THESE ARE TO BE UNDER THE CARE OF THE JOB SUPERINTENDENT. CONT. CONTINUOUS STR STRUCTURAL CJ CONTROL JOINT STS STORM SEWER INCL INSIDE DIAMETER SGO STAINED GLASS OVERLAY 7 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF CTR CENTER ID INSIDE DIAMETER 20 THE SITE WHILE JOB IS IN PROGRESS AND UNTIL JOB IS COMPLETED. CF CUBIC FOOTSUSP SUSPENDED INT INTERIOR _•.0--�7._ � /1 CY CUBIC YARD ib' S. ALL DEBRIS SHALL BE REMOVED FROM PREMISES AND ALL AREAS SHALL BE CORP CORRUGATED, CORRIDOR T.O.PAR. TOP OF PARAPET Approvedl�r�;� tiCF�.��+G�^�{ �. � LEFT IN A CLEAN (BROOM) CONDITION AT ALL TINES. JT JOINTT.L• TOTAL LOAD ConditlonaflyAppr6%rf3d..,:.:.,. CA. CENTERLINE T.O.F TOP OF FRAMING for Only thA'JJOrl,deliCribed III: [ 1}9 CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE THE PERMIT NO.KO KNOCKOUT T.O.FTG TOP OF FOOTING c DISE DISABLED ADO letter b:FOIIOW,,,,,,,,,,,,,,,,, ,,, 3 SAFETY OF THE OCCUPANTS AND WORKERS Al' ALL TIMES. T.O.C. TOP OF CURB "" ! DL DEAD LOAD AttoCh......................................... '• DTL DETAIL UR DET T U.P. TOP OF PAVING Jab Address 10. MINIMUM FLAME SPREAD CLASSIFICATION OF INTERIOR FINISH SHALL LAV LAVATORY CONFORM TO THE 1991 U.B.C. BUILDING CODE AND LOCAL GOVERNING DIAG DIAGONAL LH LEFT RANO T.O.W. TOP OF WALL ByBUILDING CODES/ORDINANCES. DIA DIAMETER T&G TONGUE AND GROOVE ' � _•___.,,_-_...___�� 11 GYPSUM WALL BOARD AND SUSPENDED CEILING SYSTEMS SHALL CONFORM TO DIM DIMENSION MH MANHOLE TYF TYPICAL THE 1991 U.B.C. BUILDING CODE AND LOC DR DOOR MAX MAXIMUM CODES/ORDINANCES. LOCAL,; BUILDING T6B TOP AND BOTTOM DS DOWNSPOUT MECH MECHANICAL CV OF TIGARD DWG DRAWING(S) M TL METAL URN URINAL APP�Msd.. f ........... 12. ALL GLASS AND GLAZING SHALL COMPLY HATH CHAPTER 54 OF THE U.S. COndlti0nall ,nr�,.•,�u '[ �' DF DRINKING FOUNTAIN MIN MINIMUM U O.N UNLESS OTHERWISE N07EU y Approved...,,.,.,•„• CONSUMER PRODUCT SAFETY COMMISSION, SAFETY STANDARDS FOR For only the work descrf in: •••••[� ARCHITECTURAL GLAZING MATERIALS (42 FR 1428, S16 CFR PART 1201) MISC M15CELLANEOUS U N.O. UNLESS NOTED OTHERWISE AND U B•C E EAST PERMIT NO. C 1 ELEC ELECTRIC(AL) See letter t0:FOIL. . N NORTH VERT VERTICAL •••••^........ E.F. EACH FAC[ Attaal........ NOM NOMINAL VG VERTICAL GRAIN JobAddr ..........................I k , EP ELEC PANEL BOARD ENCL. ENCLOSE(URE) NIC NOT IN CONTRACT VCT VINYL COMPOS71ON TILE By: Date;- ( ^ NTS NOT TO SCALE EO, EQUAL N S. NEAR SIDE W WEST EQUIP EQUIPMENT W/ WITH, WATER ` EXIST EXISTING EJ EXPANSION JOINT OC ON CENTER(S) W/o WITHOUT EW EACH WAY OPG OPENING WD WOOD EXP EXPOSED OPP OPPOSITE WH WATER HEATER OD OUTSIDE DIAMETER, WC WATER CLOSET EXT EXTERIOR OVERFLOW DRAIN WDM WALK OFF MAT E.LF.S. EXTERIOR INSULATION FINISH SYSTEM OA OVERALL WRGS WATER RESISTANT GYPSUM BOARD ELEV ELEVATION O.H. OPPOSITE HAND EL ELEVATION E.O.P. EDGE OF PAVEMENT SCHOLLS FERRY ROAD r (HIGHWAY 210) ! DEVELOPER: , DRAWING INDEX: i 210 WASHINGTON SQUARE. FORUM PROPERTIES, INC. - COVER 51iLE> } 17Q _ '�1 1 L l I. c -A l G-1 SITE PLAN 8705 `� ' W. NIMBUS , �� ITE 230 G--2 SITE GRADING PLAN 1F3EAVERT��N , OREGON 97005 / L G-3 SITE UTILITY PLAN EYISTIN VACANT 7 S G-4 SITE EROSION CONTROL PLAN PROJEc sITF PHONE : ( 503 ) 26 — 'z, G-5 SITE DETAILS CITY OF T1r3ARID 27 7 Approved........................................... _ Conditionally ApProved ..........................................t ENGLEWOAD ( 503 ) 641 - 6532 (� ��% f �� SURVEY For Only the w m g� eECr1b d In. PARKFAX / A-1 FLOOR PLAN See letter to.Fo;jow................ ..............................NO 11 A-2 EXTERIOR ELEVATIONS AND SECTION Attach.. .............. ................... .i CONSULTANTS:- �r A WALL s ” by _ � ) G -3 ECTION Job AdMsga: ./0'S'o_u_�fa, A-4 ROOF PLAN AND DETAILS •s -�r s A-5 ARCHITECTURAL DETAILS by; Date: ENC3INEERB A-6 SPECIFICATIONS VAN- DOMELEN / LOOIJENGA `I S- ? FOUNDATION PLAN McGARF�IGL E / KNAUF S--2 FOUNDATION DETAILS Vp, 3933 S.W. KELLY AVENUE 5-3 ROOF FRAMING PLAN Tey ram \ PORTLAND OREGON 97201--4: 93 PHONE: S-4 ROOF FRAMING DETAILS .;4..•.• �d �'a ) 222—4453 503 ..,� FAX: (503) �48-9263 S-5 PANEL ELEVATIONS AND DETAILS PRINTED � 1. E-1 SITE PLAN — ELECTRICAL LANDSCAPE ARCHrMCT. E-2 FLOOR PLAN — ELECTRICAL AUG Z '1 1995 1 E-3 SPECIFICATIONS — ELECTRICAL VAN DOMEIER/L0011ENGA OTTEN AND ASSOCIATES E-4. SPECIFICATIONS -- ELECTRICAL wurmt0U/KNAUF r 11855 S.W. RIDGECREST DRIVE �+r VICINITY MAP BEAVERTON, OREGON 97075 MP-1 FLOOR PLAN — HVA P C,/ LUMBtNG VIC'INt N , PRUNE: (503) 644-5066 MP-2 SPECIFICATIONS — MECHANICAL VLMN. PLOT DATES: NinbusAvenue !O,r,, FAX: (503) 641-3092 MP-3 SPECIFICATIONS — MECHANICAL 12/22/94 101.12 ' '1UP 95-0272.MFC 95 7MN 13/22194 16:19.24 )f 26 ' L-1 LANDSCAPING PLAN 1/12/95 13 27.28 ...�_.. 1/21/95 /27/95 17149 1 13 2 5/5/95 9:50.46 _.�_, -- --•--�...�..�....�.,�,.,,�,..�,,,.,,,�,��. 5/10,/95 15 43.14 94735CVR 8%13 9S 9 4645T,^' UGT /©� -4 ET ,-22-`15`PERM4T SET 6-14---95 f✓3� D r ? ' �_'� II' filk 1141fice ;Ippears Clearer Ih;In Thr ductimenl. the d crlmenl is of ttr;lrgin;Il rlu;r!,;`• fllll�lllltl ►�f111111111i tI-lyj pjl 1 I�IIIII+!illlll illlll!+IIIIi I �Ili!II�!I!II ! 11!1111�IIIIIII II111I1�11111 I IIfIIII�IIIiI I IIII111ililllil Llilllllill�il I�lllii�ll,li 11rCN rAl1[1N a IIunllililiill n!Ihni!t ) r i>h i i t11 � !nuhnl nnhnllmlhnllnn111nlnnlnn!Inllnll nnlllnhllllllnil!nl!Nlllllfi!HIIIII11nIIIINIIIHi!Illlinil IIIIInII nNinll!It!Ilnn nillitnlilltflllt 1 f Hit .a 1illlltillf n i' :r r • .IK � I I : ♦ NOTE. SITE PLAN SYMBOLS: PROPERTY LINE BEARINGS AND DISTANCES AS WkLL AS :iITE AREA _ � . I i CALCULATIONS ARE PROVIDED FOR ZONING AND PERMI REVIEW OWL'. C� _•-J EXISTING AREA OUTSIDE OF SITE (NO WORK) REAL PROPERTY LEGAL DESCRIPTIOP,it AND AREA CALCULATIONS ARE + T/) BE PROVIDEU BY A REGISTERED !'ROFESSIONAL SURVEYOR. C_ ASPHALT PAVING - SEE NOTE 11 I � EX+ST!-14. LANDSCAPING TO REMAIN SOUTHERN PACIFIC RAILROAD NEW LANDSC 4PING - SEE L-1 3 PROJECT SUMMARY: !j *€ �00 01*) CCINTRUL DIMENSION I JURISDICTION: CITY OF TIGARp, OREGON G GARBAI;t ENCLOSURE I y t ' l_l,NO USE ZONE: IF' (PLANNED INDUSTRIAL) DISABLED PARKING STALL = 15'-C" X 18'-0` } � •• Ph'uV1Uf CODE APPROVED SIGN AT EACH STALL LEGAL DESCRIPTION LOT 6200, N.E 1/4 SECTION 34, T.IS. R1W, WILLAMETTE MERIDIAN N7�'4431"� WA',HINGTON COUNTY, OREGON DISABLED VAN PARKING STALL 1T-0Y X 18'-0" l) �, PROVIOE CODE APPROVED SIGN AT EACH STALL 1�,n0 VAN ° ALLOWABLE AREA: WI IH (4) 60' �IDf MARCS AND FULLY SPRINKLERED - UNLIMITED F - - ti NUMBfk OF STANDARD PARKING STALLS 9A-�„ X 18-0 ) ' rtl�i• BUILDING COPE -- UBC 1991 a 4 - I �. BUILDING OCCLIf AN C Y - B-2 f.XIS,L. IiEYY: S 19'1� �9'� ------\ i W CONSTRUCTION TYPE 5-N ■ ■ CATCH BASIN (C:13.) i 7.00 O MANHOLE IV h ) J a 5 Z - -�}- UTILITY POSE ,G y LAPID AREA / BUILDING AREA SUMMARY: AD, FIRE HYDRANT IFH ) T7r (SEE NOTE NO. 18 BELOW) M METER z �\ SITE AREA: 1G9S /-1 3.9 ACRES (+/-) Q UTILT TI VAULT N1 T1 �)�..w 159 I_T --- , a42 SOFT (t a IT OT TRANSFORMER AND PAD --•�--..-r-.---__- - LANDSCAPE ARE1 54. 278 'SOFT 32% COVERAGE ® VALVE BOX CUVER ----+--• �.�.. _. r PAVEMENT AREA: �) Ihj T 0/ 7) K - - - A,.i4•: A� 4} "q.FT- 4QX U VERAGE LIGHT P i E JILDING EA ;c" r. a` M Y " � WALL MOUNTED LIGHT ! WAREHOUSE SHELL 40, 186 SOFT ` / � K, FIRE DEPARTMENT CONNECTION (FDC.) fir,•' •• �.r . OFFICE FUTURE 1>C 04 GATE VALVE (G-V.) I -o,Ft OVERHANG (O.H.) 1, 600 SOFT C.O. C.O. CLEAN OUT I udRT 0 O TBM-SPI•E IN 1 r., _ ti TOTAL AREA 41, 786 SOFT 24% COVERAGE OAK, I. 170.'x'' I �, -rte -' PARKING: SPACES - 140 3.S/T'H SOFT • n't,u.'-,'ra ry��'+%' • `�NIN_at> EXISTING XISTING TREES TO BE FEM" ,rOVED . r, E%maXIT.IN- BU"ILDr IrN.-.L-rF..T. .Yr_,..".ry.�.a .r.,oa��•�F`'r�'• �< :?t I -' t +"- .7.. g�_^It,`L•'C L • z._r �iIII`IIIteIIIn 1)I II !IIlInal�tQ'YIlllYtNl!lIl �ll�ll llI IIlIl+I`lIIlIIl IIlI Il�-Il �v�3aC7�- ; NI Tcj CL Tii WE"T . EXISTING TREES TO REMAIN r- z CON( L � PAD X z KEYNOTES: JLI"AIT OF WETLANDS PER REPORT 010-6706 BY R2A LU aAGRA, IN( !JCT. 27, 1992 - AMENDED JANUARY 6• 1993. � W _JrJw r(D2 WETLAND BUFFER (PART OF LANDSCAPING) 25'-0" TYPICAL -r WATER DUALITY SyALE " LjNOT USED LUOcr1.12 MAXIMUM. SLOPE SIDEWALK DOWN 4fX!STING ASPHALT I� RAMP :IDEWALK DOWN TO ASPHALT PAVING AT ® AND WARP ASPHALT UP TO SIDEWALK 2'. CROSS SCORE RAMP PER SPEC. (5) EXTRUDED CONCRETE CURB. LOCATE AROUND ALL LANDSCAPE AREAS AS SHOWN (U.N 0). 5'-0" 1YAL CURB RADIUS AT CORNERS (U.N.O.). SEE DETAIL Q U A 11 .01 -WIDE FAINT STRIPE. > S I / 19' 5 ':E7 NEW CONCRETE SIDEWALK AS PER DETAIL ;DISABLED PARKING SPACE PERDETAIL 7G LOCATE PARKING PER PARKING SYMBOL JESIGNATIIIN iLANDSCAPE ISLANDS TO BE 9'-0" IDE MINIMUM 10TRANSFORMER FAD (see STRIPE AT 2 -0. 0/C. - U N.O.) Ft STRIPED PAVING FOR DISABLED ACCESS (3` ODE PAINT It" PAVEMENT SECTIONS R CAR PARKING AND AISLE - 2 1/2" AC. PAVING _10" CRUSHED ROCK / COMPACTED SUBCRADE. =(M)MAIN AISLE AND TRUCK - 3" AC. PAVING 19.15.9ECRUSHED ROC / COMPACTED SUBGRADE. a . �6i7" THICK (UNREINFORCED) CONCRETE SLAB 6" CRUSHED ROCK z 7145'12lav COMPACTED SUHGRADE. EXISTING a5P C12bFIRE SPRINKLER AND DOMESTIC WATER RISER SEE SHEET t2 G-3 FOR `UTILITIES. (VERIFY M1N FLIM PLANS FOR LOCATIONS). 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I(♦`:r'ri L-•�(:-."ao�r�:ri`(,II♦(•«"�,- •.y•-'•..3 v.�..v .'.••v.�.a•_v«..CD1 O-C„1�,_✓C,b KEYi♦•.R j N._D- Va-_"i"rY_.,�j�1'r♦_♦•-!}7_♦�a♦-"! 'V'—,YYV•• ,,-.;8.�.i_.•'a'f9_.�.�'',Yi'v♦,"Q 'r..�.�•.•-r_!��•• r.iY•ti.-)-,r V y(,-•�•��VUY�•rr�a60,r�0J.vv♦W r 9''f♦Yi♦'.-dC-♦• l��.`4��t.•S•vy•,�' 218 FACE OF EXISTING CURB IS USED FOR TOTAL SITE AREA 10'-0" WIDE CONCRETE WALKS AT EACH ENTRY TYPICAL (169942 SF) HATCHED AREA IS OUTSIDE OF LAND SUMMARY AREAS SHOWN ABOVE10' R' TYP. 4 (T(P`of 610' x 41 cc t4 8 100':TrP 4 � Al, 7 ,h-r♦V♦V'♦. \+1 cw♦Yyr••7s .�'Y/VT 1)VVi,.i',/L+Yr0Y••\v/1-i/�..'iY,`f a•/�5' 3`/ay+rV.a�r ID v 4 4)P 1Iq TAREA 10, 235 SF 20 0 H 4 0 SF °TOTAL 10 635 SF. C 100 El 100. � aMT ENVY58'00'00" R 180.00 E 182.21' lLCB S 4AREA 9, 645 SF AREA 1H 9, 456 SF OH 400 SF O H 400C t74.53' •r� TOTAL U, 000 SF. TOTAL 9, 856 SF, - ----- ---- 4?11 . '�-�c.F`VVQ1,iir•�2 :�'"/'Q�c•,_YVi Y/V.'•,2�Y i 9 ,�.r./,♦Y'i'r ♦�♦,y•-i i. �•'w^'"r'ygi•� ,1Lv. «♦y/ '.r♦P,/�;ar[ip,•-�y�,°«•1 .�i♦�ir )«♦«♦r- �.//.«♦.y l.•ai ♦i ♦««/ . _ •/♦. ' / � a '• 1' \lfVZ-v\\Lct..)—_C•— 12 1 / jt AREA = 10, Aso SF. -O.H. 00 SF.tl`-EXISTING SIGN TOTAL 1 2�"T ® _ , E �6 R10 EXISTING ASPHALT PAVING v '� I 00; r5) J5 12b 8 CD (i4�SW NMBUS AVE. ' 19fSZTE � 0 6C 4O%0,D •• ' N 7 15"w «"' 27'05'56" R-60.00 L=28.38 'Awl, 11 W C=28.11 C8=N78'5441"F 46 _LJN 48'4911 Y10 R DIM.', 4.0',OrAl PARALLELY193 5ld"W a Y FROM PROPERTI180' 'STALLS 8 ". " a ` p.,N. LINE S71NG 51r01Y i _J I '._ � J)! U�c�I �I1 - ------------- 4 Y r X T I .N E.U G R I1 V .PEFERfJtE tmR I'1 SITE 'PLAN c Y 61MEgSIONFROIA EDGE y 0WEANCVERI"Y El`ACTi • a Y 1YiVY 1 /7.37 Y ♦ ♦ . • Yr _ Y OCATION 90 W W r Y QcJ i Y y kTLANSITE Y i y Y v Y LACE ,) 14 Lo Mrt- QJ % 7�U11Nl��/--_ -3r.�_ � 11l� 5 DRAWN CHEf•hFD VLMK PLOT DATES. EIGL A)• '. 1/10/95 20;15.41 1115 i/12/95 7. 0 S34EET Nr127/95 12.58'eNimbus Avanua,10585 2/10/95 1443 24 8UP 95.0272,MEC 95-a516.10 24 2 of 25 / X5 951 24 5/3095124 6 94735C.-I 6 13 919:SC14 PERMIT SET 6-14-95 SlID -7 -1 -g Iltis nuke° appe;u'S clem-el. IL.ut the document, the doctunent is of quto:t}.� � z, 1lililij�l IIIII�I ItI�IaIIIP '�11��N��IIII1 I IJIII�ljlllllll I�I;IIIj!IIII I III�IIIjilill I illlliill�i;l I iIIIIIIIIIiII Illlllljl�l;l I IIIIIII,III�I� J �l�JI�;I�fI� II111;1111111 i111lllll IfIIIIHI IIIIIINIIillt�llf l -, r� �f �I Illlhill IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIi IIIIIIIIIIIIIfIIIIIIIIIIIIIIIII IIIIIIIII!'IIIIIIIIIIIIIIIIIIII ttl F d eq l �,;#wY 44 Qj �1 d '� - 1 V) yr r y � 1 SOUTHERN p"%CIEIC RAILROAD x I � I G CID RIRE 6.12 Me c ' J N, SITE GRADING NOTESsriFGa � CONC. SPORT / EXISTING CONTOUR LINE �� COURT EXPIRES 12/31/96 EX157.- �'. , -- I ` ® 0 CATCH BASIN ' TBM-SPIKE IN 16" F�Y.Y a r4 \ NEW CONTOUR UNEO O MANHOLE OAK, EL. 170,30 UnuT)r PULE 269 0. I / /�. ,» EXISTING SPOT ELEVATION EXISTING BUILDING R '/ I W • /G\ FIRE HYDRANT N / 1 5 NEW SPOT ELEVATION M METER -" EXISTING BUII DING T �_ cf f PROVIDE STAKE. SEE SPECSurlUlY VAULT EL ELEVATION C1 Q TRANSFORMER AND PAD / ' a LL CONC. O D J ,� PAD HI / / / O Q 1f B. M. BENCH MARK �9 ® VALVE BOX COVER / /// / x / - ,Ir \1, /! // / / / t T 0 C TOP OF CURB C- -c3- LIGHT POLE // w / / / / B. 0. C. BOTTOM OF CURB 1_ f r� WALL MOUNTEDLIGHT M. H. MANHOLE ` C. B. CATCH BASIN /C K FIRE DEPARTMENTCONNECTION Z j • J c LD e , \ RIM 183.71 V ® I r V CB �1 EXISTING ASP T It �1�' Q -\ \ 2 RIM 163.62 6M I / ,o 'K �1 iL ® I 6 i / C G F v r I O G / i -' ,T �Q� b ,t 164 I lx� 16 c1iI �` n \ \ c 165.5 _I 164Ire 169 1 2 5" / I165 98 G 111111 I '783 . W c9 '1 X650 163.1 . . 0 / 114,c" � ---- / 161 3 4 p' /Qy�` '-' C, T • `` _/ /' 65.4 '?cow ' 3-1Z"0 I III NI^f1+ � 164.86 • �64.S'f _ 5 t66 8 G CB c 1 -RIM 159.4 166.11\rc1 O I II � 165.7 / 18 84 C f a --o �„ _'0 1'64.95 G ' / / / /X 162.7 r / 9. 8"0 0 5 / 165. j_ 5 9 G C9 t / •,may / EXISTING ASPH 16 RIM 164.47 1 TC r / 0 V �� ,C�c 1 6 2? TC 186,02 TC 165.89 TC 165.55 TC TC 165.12 TC 8$ t TC 165 43 1•C ��V\ ��r�� �Q_,�. 16 f 1- 1 �6i. 3 G-�_-164`94_0 1 ��� i / 12' /.15 8 r �C' 6 6 - 166.0 ` 01� n ,6 ' p.. / / / / E JJ',63.58 G/, � 44- t 65. 165. /66` 165.5 64.75 16 .75 'r 164 164.0 / / / // gyp . 165 -igf*,M 165.85 .166 / - 65,t 4 G/ U y� 1 X_�L •166.6 •166;6 164 25 , - : �/ c° �' c / v1�� �1� RIM 16,.01 •166 3 - - - 166 ' •166.0 , 1i A/ / �t/162 5 4 + 1 CJ - '' / •1 8.7 �,�/ •1'64 ♦ +�+ + V ♦ i '7q - S 16 .0 •186.3 A 16 pts_ _ - - 164 164.0 164 1Q� 164.46 -- // RIM ,6 .' 6.. - / �~ ~ 5 163.35 - 0165.8 163.5 •165.8 CB RIM 16 .7 ��' - "�/ i /' �tp"� / 16 A6 .6 \ ' // /� //♦ r `\ �• /16�4 _ 1630 1634 54 G X65 P 1 p t '� a .'. /! • BIB MH R1 1 2 161.0- + --r• 1 /' i + ' ' 161.9• + W \63.5 6 .0_ 163.5 163.9 4 6" 164 Ak f1b4, i •163.5// i/ 1609 \� ��' i w•15¢.1+ + v + i v 0 63.90 1, e !"�1 -fZY .165 6 p • N 164.46 100'I // • / � .-A.�/ '!• ,�o� � x64:0 / 166 2.6 ,' y•. ♦ 1648• 64.4 100' •155.3 / 163 •1845 , 4 r -t- /, - - - - "7524: -- '' /S ,', {a j'Y' / �" Er ♦ . ♦ Y i ``�--�_.. r I - r / , .. .'�i / , /' OR DETENTION i TENDED Y RIM 16 3 39� `O ___ fr- J y,3 •162.5 (SIPH) 0 64 M _•____ _ �J4163L.. .... . J •184.7 r. � �'" �.'// r,'/// •154.9 +VOiL�UME�1 WATER-OUAtIn + % 16 •164.3 I - I - - r rnE GvF 161.1 • 1625 6 5 350 1 _ - / •162.3 'HIGH POINT / t1 _ 1162./5/ 81628, '0 p •163.6 •161.5 D 65 !A 164.4 C RI WY _ L_6l ` I 15 S iEXISTING SIGN I _ - -. ._-...-�-�-�-_.-_._.+..._.-_�.�~.-+-._.._~�_. .__..-._.-._,. -_-,_.__. ._---.--_.---_.-�®"4`�__ _ A�-h 1-*6t-`�, _ r_._r-,_�-D��' „- �J•_�r1�-_6'`'1�J.��4 rG.�..- -- -�---_---��•,�d1y�5'9'/.,2 F��.,6_�•9�,�GC.I�r--i-.1./.�_-/��r'.'�-��_'��_/��./•/_r_ _;__.,\ ---__•,.�- ��•, � -�1 �>1_6_2. -_�.,.�- - __, _ ..- - II „ _ ---Y_-r- , - 1II - ..moi,II K 1--� 1'R5 I _- N9 �:1!0'1,0 , /G/�/ • !1JE•,42 18 !' �''��/; 1 '/ Es ' _- / •i'�ii'!.,/'-�1/6�.1/0i -/'Y!r/♦/+''-�i1/i/i 7`7/Wa�/��,'♦��.i�/,i/.,♦,./+.///rw/�/'/y/Wi//': / 5 13.0 161 / +♦/�v♦/.+�//+/iiri/ //ii/iiir'tiY ++a♦vrY iW+ W++i+ + ++ 90 55. 46 .uvWii16: .'3 162. •162.8 7Vj 4 163 - 6 163 t 2 60.4 6 -,'- EXISTING ASPHALT PAVING 162.25 1608 61.5 5•i •161.4 SW NIMBUS AVE. CB 164.48 162, - 1 161. s � 7 N / v Y ♦ v . Y' 56 C9 r% � - I' 1 8 r / i i h + ✓ Y RIM 16138 ,-__•-- •' ~ 164 M.MR' i• v♦♦Y a.♦+t+. W.i.Y. V•iWw.. .�♦. ♦.ia+♦. CB RIM „ii♦ i ♦♦ ♦_ i♦ Y . L_+(lv T'L J 161.2 + 161.D a a •�/v Y V + W i i lI _.It � I _ .2• 1 j'! i i ♦ /Y W iG ♦ t ♦ i Y V ,Y V, t ♦ i• + 4 a L Y a W W + ♦ + i •Y + � W- -t- -' -_-V^�_i V + Y + V•r•-V' ..- _� \\ _ •1601 I \11 - /�!' '�•� ♦`/V W V W/'i• i ♦1h6+ i ♦ i ♦ W V + V • ♦ • __ + E`XIS11NG SIGN' ♦ i 1 y �•i� i E NO DRY DETENTION r + + i . ♦ + �.-+ _r + ♦ o--+- +,-_` w ♦ + i ♦�1` \ 5' -„�� •160.2 ( !, •` r! 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V. + + + + + + i .♦ ♦ W i ♦ �151Y., w i ♦ \ CL/ _ 1.-_.._•, _ • v v . • ♦ ' + Y i + v ♦ • W ♦ W i + i •♦ ♦ + Vr •Y •. ♦ ♦ • W ♦ .Y + ♦ ♦ ♦1 ♦•t�.� i �`• \1 E X T -E N- E Q Y-D_E Id.�I_� Q N___P_D N_D ______ _ - �' .. . i r a. i ♦- ♦ i y./ ♦ i .Y i V. i Y +REF REN E •` - __-_ / 1/ 1 V i V i i •ry RT•t V ♦ + ,'Y + .♦. ♦ + + W ♦ + + y. W,. �- ` \ �rr��.,.-- r..rtir�-r��..��r- _..-����.'�-� /�• '�' •♦ W V i a V i i 1 !\L'R fT a• a• ♦ 1 60.7• ♦ / + ••' + i i i + W i V i i i .. ♦ i ♦ . ♦ r v a i i V W + i y •Y + ♦ ♦ i + V ♦ ♦ r, i •. •• V v. + + + i •Y ♦ ♦ � � ' •159.5 • �_..�..�...1161.t'� 1� ��+' + i r, i .- + i i r• r• /.' .{ ♦ ♦ ♦ ♦ . � • � W + V r W ♦ L W"' ♦ V+ ♦ •V + Vw. + V'Y ♦ ♦W V +W Vr ♦Y ♦W +W ++ ♦+ W♦ i+ ♦+ iW i+ ii V•♦/ WW'.♦♦. 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V i . i ,y ♦ ♦ V "' I /'1l, ,� ��z v F_56 V c t k1:' .. ,! �r y �j.Q S u V DRANK CHECKED f VLMX PLOT DATES. ,I•IEEt NO 1/10/95 19:46.43 ..,ti • (, 1,'12/95 7:41.49 1 a ' 1/27/95 12-52.4 m26 Avenue.1115fi5 5/10/95 16 .2_H 19 UP 95•0272,MEC / 5/18/95 11 1 9,2 .,f 29 Nss' ,.� 5 18-3 947356-2 6%133%95 19.54.,'4110 ti ---- - �.__�. .ice....• r1 SeT a -ze-95 PERMIT SET 6-14-95 gtD SET T- I,o -�S a� If this notice appears clearer 111;111 the docu11lent, (Ile doclllnCIII is of n1a11;inal g11a':1Y• I IliCD �llllll li III � II 111111 , ilili�ilill�l iliitlE�ilili IIiI Ii�iliil i l l l i l i l III I I Ili i i i i i i I i i i Ili . i I �I�lili�i{iii I ililill�illli I lillill�ilil�,� I u.�� . ��►IIIJillll INC" 11 -MAO[M L{iiNA 1 1 -T4 - F- c1� � �gnlnn�flulluLfillhll�II►t}11111111 11 in>ffff� i1+ iris f�ilif�il ii��h�iiliinli,uli�illiiiiliil!li!mIl►iIIlIIInIIIIInHiIIIIIHIIInlIIIilfli1willlillilninlllll!I►uniinLlmlli�Ilnnl�ffllltn rtl+llrtllmlhrnsff(04 - il�t�Nl 1 1 r .� ax . 77777 i 77777 L � f ice •. . - •�,�� Yi` .R` •' "�r. ,1,,,111• ' �; Y - i I•�q'' 7N x7 11 - " ''; IIt._ .rfk .-4.s. !° �••:iiS;:', I .I . 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CATCH BASIN w< FIRE DEPARTMENT CONNECTION �• q x VALVE Z\ Z Lq I� KEYNOTES: F.H. - - -- - T W d 2 - 6 pr 1 FIRE SERVICE VAULT VATH DOUBLE DETECTOR CHECK ASSEMBLY CBS - ' 2 BACKFLOW DEVISE FOR IRRIGATION. / ROM 163.71 , a: V2 j` 3 DOMESTIC WATER METER. _ \� ■ .4- ' EXISTING ASPHALT p• CB •\ 4 PEASE (1) C.Y. MIN. CLASS 100 RIP RAP AT OUTFALL � �T'�� DO�.�{sE ?;PE Irl" P4Sv'AA FI'� v¢' � �--�\ � \ RIM 185.82 r Z s 6" STS, S- 0,050w�- �� _ _� _ -- -\ ■ I / U w co V 0 I 1�11 j Z. / / F� / �\ - --- �✓ -- _ - . I / ,/ \ \ RIM 80.5 j r G 64.37 NI / IE 158.85 Ln c 1 .4 -a•a o 710 Kjy r \ XISTING ASP 3 (Si)6 i)4.47 \ y�ooyo \ � � \ice• 0�� 12 4" DIA. PERF. PIPE \,p1. CO,O 2 - -- - -- - - ---� - - - - - - - - �• - - - - - - - -"'r /M AROUND WRAPPED N CK \ / \ FILTER FABRIC - DAYLIGHT IM 1 \ MH AT CURB EAST OF OLD Ii. 152.36 \ �C' f 2 \ .36 S) I: 152.45 R.N) RIM 165,65 9 IE 152.25 (W. IE 153.65 ZL� + T 1--T- A y 0 COORD. W1 TH ' 100' --' ��J�/��� 'o q • ♦ �� C v o MECH. 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V ♦ W • • i Y • • i ♦ i ♦ Y ♦ ♦ i . i . ♦ a • . v ! . . ♦ i v . v AHV ,'• YLMK ?LOT DATES: CHEF' NO 1/10/95 19:46.41 a s � ♦. 1/12/95 7;4149 X11 -.' 1/20/95 12:4 18 �.• ,� a w..'. 5/1U/95 16:2_' 15 Nimbus Avenue. 101,65 �' '� • � a` 5%30%95 10:2.7 " 13UP 95-0272,I�ht'95-11� 4 of 26 C2 32 ' }, r - a N J 94735G-3 6/13/95 19:5!3.9 , � I,rr rL'Z -`i�� PERMIT SET 6-14-95 dip SST 710--1 ' IE 111k roIice :11)pr:II (1c;IrcI II:+n the docnmenl, the document is of, mal J11:11 ll Illi it 1111 �i�1 il.►�}t►(ilill I Ilililijllilili ilililijilili i illl!�ij�l�ll t ilii�iljiliiilt,�illlilijililll� ii���lililil� � Ilillll�lli;�1t t ►�11t�!IIIIIt ►I�'ilijil�li C D 30 X lilll�nlllnllnll n111i11�i►i►rirl i inir�t aim inll►nl Ilnlnninulllmulllllnlllliluillliiilllilhmlllnlllilll!Iiliilllnnlnlllnlillnllllll!ulllnllinnlnn nllhul inllnninnlir��niilml in11uN 111 11ri mhr�Iil 'FI, I� I �•, +L'NIIII, ',+r t,"'!1"' � -'�t,• SI' }i�i\�•r I'. y + ��.�I. ?. .ye' ; �A y 1 • .. I ,�r.a, d¢. .�, ! ..�y°♦n, 't,�, _, y •t, ` , Y! 1 _ ._ "S s .it�.,R i. - r+ •� Ail On SOUTHERN PACIFIC RAILROAD f SITE GRADING NOTES _ sl TE GA )sy EXISTING CONTOUR LINE EXIST M` U! �,_._,_._�ti5----•--•r„� �,Ea :.UNTOUR UNE CATCH BASIN - - _ ---_ - - '- --- ------------- -- - - - lam/ 0 MANHOLE ♦ -- -- - - -- _- •I ^ - - - _ -..__.�... N a _ G to R7 UTILITY POLE F ' . k EXISTING SPOT ELEVAni)tJ 10, K>, FIRE HYDRANT Qo 154 5 NEW SPOT ELLVATION L] L; METER C) PROVIDE STAKE SEE SPECS FQ v[] unutrvnulr EL ELEVATION l 1 Q TRANSFORMER. AND PAD ? B. AI. BENCH MARK 8J ® VALVE BOX COVER C �' T O C TOP OF CURB -Cl- - LIGHT POLE _ CO S. 0. C BOTTOM OF CURS I I ' PV E.72 / M H MANHOLE WALL MOUNTED LIGHT 159 a C. B. CATCH BASIN •< FIRE DiPARTMENT CONNECTION / / I CONC. SPURT 0PRi5 12/31/96 � COURT � � w 1 TBM-SPIKE IN 16" I I I Q OAK, EL. 170.30 / I / 0 f/ I rn 269 a I d d ~ 1 ' • EXISTING BUILDING R EXISTING LLJ C� I - --- BUIDING T N / V) 41 CONIC. 8 SAD K Q / HI % //J/% ' ' J z Z I WW I J w W 4J z RIM 163.71 co pad ce C5 EXISTING ASPLT ' �� U Q p r s RI \ RM'163 62 p!� � �� - '`�� 2 � 'J �• cj Q 1 ' � �6•� �16�144 C� �p� G '�,r� �_..� �, 9� Q� �'1• � � > G � • I 16 S _ _ -- L� --- -- �'� �� _. owl" •""' 165.5 . �. r \ �U/✓R� 1659 --- / 163.98 G .,\� w�r 16 9 I � I fi a ---^r----e- 1-*-�' "c 165,0 18331 i 0 j.'rtn 184.5• X151, _ I ,rltil I v ��/ 2• •1 .4 /�''�roti, 3-17(1 li 4, ° - O 0 1 b5. • ' / 4 �' t f + i i r71 ,wry r� `I► -- 165 31 1 b4 86 164.52 159 4 166 , C.8 '/ 160 ,,..,.� . •'j'• 64 3 7 ,. 166.11 �� / ' ,� 1 /8 •-. - J `\\\ 1 �• 165.7 / / // //'//�� a' 4 ',/ �04 GC P E" S4 (' C° q `- p 9 G it64.9S G 1 •164'3 ' ,' •162.7 / 9. 1 i CB / I / / v> RIM 16� 65. 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A., , ..-. ♦ i ♦ i i ♦ � i i V v Y i i Y ♦ i Y i i V Y .. i i v . i ♦ + w i i V ♦ i + W + i i + r + M . . + i i W V• i ` i + ♦ Y + + + + a y + ♦ a' + i + a + i ♦ + i y {. w Y i W V w y i y w L i W V V V V w W i w + + V V V . + i , ' + W • + ♦ Y , V . + • • y ,. Y y r• i i V V DRAWN t_HLt_KEO E3GL AH`J SHEFT NO VLMK PLOT DATES: of 1/10/95 19:48.43 1/12/95 7:41.49 Nimbus n„nnue,10565 '' 1/2,/95 12152.4 nUP 95 I • 2,MEC 95.Mor 28 � 5/30/96 19:8,45 � 7 �, - 947356-4 6/13/95 20:2.8 PERMIT SET 6-- 14--95 �'lb SF's' II' Ihis nnlice ,Ippenrs clearer than file docunTcnl, the document is of marginal quell,; . 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K.Z G'' � • b' -�t J +'� 1 c:%%y' L:f• �y1 - -: + �. ,� Awl". •' ,. •r A ... ..4.-..., _.. ,..-r�" - i- ..y.. ti�,, ;. +� • '\, f .'. .v P r� � 4•:.: '� , .t.� •i - 90b v " ' a •r- ,� .r .1 4 r, a.l d iM A {C• , . . •t i" vi tit:. .t L' �7'^v °.y ," h- - ,�• ••' • , ., .' y ,. k R v` . , y� 11 E.1, ! _ -- NOTE GUARDRAIL + REGkJ1RFL NHERE MOUND CONCRETE ON TON - H,EROSNTS r. .. ,. ;:. �- '•�• '�' :. - •� ..• 'r;•..' yw '• . ,.,• '"'i t :.,,. - - -_ HaC*4T 'A' I5 2'-6 OR NIGHER. OF PIPE , • .�`...c. .. j•t4•t , •' . � � �' •* s• >, a� _ +• �• EROSION CONTROL PLAN STANDAR NOTES I , y� 1 .. a•.' i {, � *:• 4`-^- CONFORMS TU THE 1,991 "EROSION CONTROL PLANS TECHNICAL. GUIDANCE `T �1:_r � ` �r • A. THIS PLAN ONFO }Y ; t •�. 4 ,� d r a!N ^ HANDBOOK AS ISSUE Y TY ORT 10 WAWNG ON COUNTY G B THc CI OF PORTLAND AND T •r • � :• •' B. GENERAL'NOTES -6" DIAMETER 5lANDARD PIPE •^r �� " g<',i "t>F � . FILLEDWITH CONCRE.TE C t;.,. •r' �t •'f' ! 1. APPROVAL OF THIS EROSION SEDII.IENTATION CONTROL ESC PLAN DOES NOT NOTE: TREAT PIPE NTH ZINC CUNSTITU'E AN APPROV/L OF PERMANENT ROAD OR DRAW GE DESIGN (ECG. SIZE I F'r ° a i. L ' .x• '• •' ? y • R i t ` , OXIDE PRIMER BEFORE PLACEMENT. i1 1/24 SDPIE RAILS i , , , 1 , ID id PAINT EXPOSED PORTION OF rift UTILITIES, ETC.) I Z� MTH "SAFETY YELLOW" ENAMEL Cj ' PAINT 2. THE IMPLEMENTATION JF THESE ESC PLANS AND THE CONSTRLCTION, MAINTEI'ANC: REPLACEMENT, AND JPGRADINb CIF THESE ESC FAC UTIES 15 S THE RESFONSIBII'TY I Irl"0 POSTS 6'-$1' O.G. MAX. OF 'NE CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETE AND APPROVED .HND j • rr, - ' I VEGETATION/LANDSCAPING IS ESTABLISHED. CONTOUR GROUT TO DIRECT NATER + LANDSCAPE AREA AWAY FROM RIPE f NEW TOPSOIL 5, THE ESC FACILITIES SHOWN ON THIS PAN MIST BE CONSTRUCTED IN CONJUNCTttN -- 15i_ CK-.0JT INSERT FOR HANDRA1l ILITH WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS 1`Q it 9' o INSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE DRAINAGE SYSTEV'O'• I Cp N (2) OPPOSING X3 TIES i((--`' 1 FILL AROUND PIPE WITH VIOLATE APPLICABLE WATER STANDARDS. ! PIPE DIA 0 2' THICK, 30000051 GRAY IRON, TOOLED , � n CONCRETE. MOUND CCINCAEIE ' 4• HEAVY DUTY CAST IRON GRAIL:. SLOPE 1 4' PER FOOT T 6' 2• `-'--- •L----�-- EDGE AT GRADE ,0 DRAIN WATER c T 8- •/ - - j 4. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOF 3 x \ AWAY FROM BASE OF PIPE. ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTICN'J PERIOD, THESE ESC �"•>, ` 2 - N4 AT TOP FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND 1, + • ENSURE THAT SEDIMENT-LADEN WATER DOES NOT LEAVE TETE SITE RIM ELEVATION _LCT -' - -• -- -- �.� SEE PLAN ° dd• " 04 AT 16' O.G. EACH NAY ip o e 171 .• • •" -- SITE DIMENSION _ 4 - 5. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND I SLE PLAN Q FREE DRAINING (GRAVEL) � _ MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING q Li r BACKFILL r 6. THE ESC FACILITIES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A 1•- r 4" OF COMPACTED 4v - CRUSHED ROCK BASE f,,'..,. - a RAVE OR �ADg MONK! OR WIIHIN Ir,E 4E HOURS FOLLOWING A STORM EVENT. �{ 5 TYPICAL BOLLARD r j (�!) #4 L.nNGITUDINAL T. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE A'_LOWED TO ACCUMULATE COMPACTED SUBGRADE g" 1 1/2' CL•R �S SITLBOL 1 0 -O WITHIN A TRAPPED CATCH BASIN. ALL. CATCH BASINS AND CONVEYANCE LINES v ( -PIPE. INVERT SHALL BE CLEANED PRIOR TO PAVING. THE CLEANINGOPERATION S .1�(�a_L HALL NOT FLUSHN�;INEF af� n SEE RUN ASPHALTIC PAVING AND VASE ROCK ". i•• •��.• �r' , , � SEDIMENT LADEN WATER INTO THE DOWNSTREAM SYSTEM, 14 ,4A2ti " y OIL TRAP WITH 4" SEF SITE PLAN FOR DEPTH _ ___ __ a u B. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTA'_LED AT THE BEGINNING OF \1 •.• S1 0 d CLEANOUT PLUG - - V po'. Rl1NOFf WATER WITH SEDIMENT CONSTRUCTION AND MAINTAINFID r%)R THE GURATICN OF THE PROJECT. ADDITIONAL 1� NOTES: I. SLOPE ALL WALKS 1/4" A R 1601 AWAY FROM BUILDINGS • GRAVEL (t2' MIN. DEPTH) MEASURES MAY 8F RECUIRED TO INSURE THAT ALL. PAVED AREAS ARE KEPT CLEAN Q ., UNLESS NOTED. WALK:; AWAv FROM 6UILDINC SLOPE 10 ASPHALTIC PAVING AND BASE ROCK . 18" MIN. FOR THE DURATION OF THE PROJECT. 9NOTE - ONE SIDE. SEE SITE PLAN a 9. LANDSCAPE AREAS SHALL BE SEEDED OR MULCHED ACCORDING TO THE "EROSION �ySAFAAt`!� 6" B" fAtv;�� CONTROL HANDBOOK' UNTIL LANDSCAPE MATERIALS AND PLANTS ARE INSTALLED A- CATCH BARN TO BE C(xVSfRUCTEO OF f0 GAUGE (MINIMUM) STEEL 2. PROVIDE NEATLY TOOLED CONTROL JOINTS AT 5' 0" O.C. /O� GPM �a1D61"Iiall�•� MIN MIN efig 41; W M ALL JOINTS WELDED. CATCH BASIN CAN BE ROUND OR SQUARE. Ei- CALK PIPE TO CALKING FLIP. 3. PROVIDE EXPANSION JOINTS AT .}p'._U• ON CENTER AND Al �• • .. � AND;OR PLANTED. C- SET CATCH BASIN ON 6 THICK COMPACTED CRUSHF.O C WALK INTERSECTIONS 6" HIGH FXTRUDED CONCRETE CURB -- -- - �j o. "' °"` " Z'3I"9!v ROCK UR SAND E3ASE. SEI IN EPDXY. PkUVIUL JOINTS AT - r 20' 0' ON CENTER MAXIMUM. C. NOTES FOR SEDIMENT FENCES: D- BACKFILL AROUND CATCH BASIN W!11.1 COMPACTED CRU ED R qGK. , c-- :%RILL 3•- 1' DIA. HOLES IN VOP Of BASIN EACH SIDE. �a" Rt>"1 Tom. F ,SE T4BLE BOR "D" UN!ESS INVERT IS SPECIFIED ON UTILITY PLAN. I'-L's" FOR "HT' LESS THAN 3'-& SEDIMENT I WARE MESH WITH FILTER 1. THE FILTER FABRIC SHAD 8E PURCHASED M A CONTINUOUS ROIL CUT TO THE ! FABRIC ON TOP LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, 1 7-Im' FOR 'HT" 3'�' TO 4'-i' FILTER CLOTH SHALL. BE SPLICED TOGETHER ONLY AT A SUPPORT POST WITH A Z' � FILTERED MINIMUM 6-INCH OVERLAP, AND BOTH ENDS SECURELY FASTENED TO THE POST. z I i STANDARD CATCH BASIN ? T I WATER Ill ry _ SIDEWALK SEG , IQh 3 CURB SECTION ` 5 av9�-19 1/2 o" - B 4 RETAINING WALL 6 INLET BARRIER 2. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS WHERE 7 S:SITEI 1 1 -0 r - " FEASIBLE. THE FENCE POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND --'� r r S.SI LEY 1' � 1'- 0' � / N I, _ , :SITE4 1 1 -0 , _- C S:CIV92-22 1/2" 1 -•0 DRIVEN SECURELY INTJ THE GROUND A MINIMUM OF 30 INCHES. �.J ►1- n 6 6" 3. A TRENCH SHALL BC EXCAVATED, ROUGHLY 8 INCHES WIDE BY 12 INCHES DEEP, O 5'-0" _ 5'-8__ -ANGLE BOTH ENDS OF FILTER FABRIC UPSWPE AND ADJACENT TO THE WOOD POST TO ALLOW THE FILTER FABRIC TO BE FENCE TO ASSURE. SOIL IS TRAPPED BURIED -I Z 4 WHEN STANDARD STRENGTH FILTER FABRIC 15 USED, A WARE SUPPORT FENCE SHALL � 1 BE FASTENED SECORELY TO THE UPSLOPE SIDE OF POSTS USING HEAVY-DUTY WIRE , 0, I EL +3 I f STAPLES AT LEAST 1 MCH LONG, TIE WARE OR HOG RINGS. THE WIRE SHALL Z` 1 t, `J EXTEND INTO THE TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT EXTEND MORE t E!. +6" U ''�; SIGN i?R2C-b8 r' THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. J SIGN OR20-6U // 5 THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE _j ' INTERLOCKED 2' x 2' POSTS y FENCE. AND 20 INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. w j E� rU• �1` L2) E +6" AT ATTACH THE FABRIC SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUN: cl - w i X �.�_ TOP VIEW SURFACE, FILTER FABRIC SHALL NCI BE STAPLED TC EXISTING TREES. W z A ,' r ^:: C / I 6. '*HEN EXTRA-STRENGTH FILTER FABRIC AND CLOSER POST SPACING ARE USED, THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE, THE FILTER 0 FILTER FABRIC MATERIAL 38" WIDE. ROLLS FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POSTS W TH ALL OTHER --1 a USE STAPLES OR WIRE RINGS TO ATTACH FABRIC PROVISIONS OF THE ABOVE STANDARD NOTED FOR STANDARD STRENGTH FILTER Z 0'-0 WIRE FABRIC APPLYING , kI ELEVATION 2" X 2' X 14 CA. WIRE c DATUM / FABRIC OF EQUIV. T. SEDIMENT FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL > 4 -6___- - r I PURPOSE, BUT NOT BEFORE THE UPSLCPE AREA HAS BEEN PERNANENTI_Y STABILIZEC. ^�;p T 8. SEDIMENT FENCES SHALL BE INSPECTED BY CONTRACTOR IMMEDIATELY AFTER EACH ,' r RAINFALL ANO AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRW • p ` FIRE HYDRANT �i' tr' Y x 1 1 REPAIRS SHALL BE MADE IMMEDIATELY. 111f1I L.J b; , MM11 I vi 7N I 1 I I � CURB .n /� 7. •- 8'-0" VAN© I -. - - ------• ------r-r--- --. .. FINISHED GRADE \ /w 6* MAXL . ( QS ' CONC. THRUST , - 2' BY 2" WOOD POSTS, 1+ ~ ' BLOCK REQUIRED --VALVE ROY cfANUARD OR BETTER OR �! \- , BEARING AREA � i .a t / / :� r1�� FENCE_ POSTS STEEL 2.1 SQ, FT. (; 3 4 THRUST ROD r G�� 'i 1 MAY RE SUBSTITUTED CONC. THRUST BLOCK •( 9�' KEYNOTES: ( FOR THRUST BLOCKS QAGCS iy �, ---- ,� TOP OF RAMP A7 SIDEWALK IEE CONDITION ti" C.I.P. ��NGpQi�e � 2" BY 2" ®Y 14 GA. WIRE -- •1 _• ', r /' F-'E�PQP y4i ;p FABRIC OR EOUIV, 40 2 DETECTABLE WARNING SURFACE. HEAVY BROOM FINISH OF SCORED I w � n \ o KEYNOTES iFItS UE TlUI. OIAM= clATTERN AT 2' O.0 MAX. - / n 3 3" WIDE PAIN' STRIPES - TYPICAL I o, ,� +f.1 r' �" FILTER FABRIC _____---' N p � ' 1/2" DIA STO PPE ". OP Pwimf. wrH InuK OXW .6 o �.' MATERIAL � PRIMER. PAINT AFTER MSTALLA LIUN W TH pl. BASE D / 4 SIGNAGE DENOTING RESTRICTED PARKING PER OR20 6fi AND OR20 SD ' pyo I ' •��jS 41 4 BURY BOTTOM OF S�^\` ENAMEL COLOR PER OwM�=R. �- - 'dam +Ida . FILTER MATERIAL r ;e 5 INILRNATIONAL SYXiE90L OF ACCESSABIIITY REUUIREO AT EACH SPAC'. - <,,` v -� - 2 STANDARD 4" CONCRFTE SOEWALK 6 FIRST REQUIRED SPACE TO BE VAN ACCESSIBLE •� a � ' / xL J IN 8" BY 12" TRENCH ` �� \ ��; % RADIUS - 25' MIN. I I l\ 3 1/4" X i" X G' SIEEI BASE PLATE WELDED 10 PIPE ENDSMul I VARIES \/ ``\��\ /\ i t `�, q 4 SET PIPE ENDS IM 12' SQUARE X 12' OFEP CONCRETE FOOTING. �,------ ------------- MAIN LINE IEE CLEAN PIT RUN OR 8' MIN. \ I 6" SIDE OUTLET 2"-MINUS gRAVFt / DEPTH � / �� X BICYCLE SACK � ' CON( BLOCK \ MIN. 4 CUBIC FEET CRUSHED ROCK 8" FL, X M,J. FLANGED SUBGRAGE REINFORCEMENT 11iF• f / X SIIEWE 1/2 .. AROUND BASE FOR DRAINAGE GATE VALVE GEOTEXTTLE, A5 REQUIRED PROVIDE FULL WIDTH OF � C-. -" INGRESS/EGRES i AREA --' HANDICAPPED PARKING 8 SIRE HYDRANT DETAIL _ 9 GRAVEL ENTRANCE DETAIL 10 SEDIMENT FENCE HC 1 5'-F'-- CIV92-25 FULL SCALL f S:CIV92-23 1 •• 30'-U - -" S.CIV92-24 1; i'o" OVERFLOW AhIO ORIFICE DETAIL 6' INLET PIPE FROM OVERFLOW AND ORIFICE DETAIL C86 IE (IN) 158.1 /DS INLET (IN)IE15ROM POND suRr lL t -MANHOLE ACCESS -_ --- MANHOLE. ACCESS NQTESL POND SuRRrA L LCV FROM ABOVE PIPE SIZES AND SLOPES: PER PLANS - FROM ABOVE. PIPE SIZES AND SLOPES: PER PLANS � 2. OUTLET CAPACITY: NOT LESS THAN 2. OUTLET CAPACITY: NOt LESS THAN • GROUT COMBINED INLETS GROUT COMBINED INLETS . Ll 1 3. METAL PARTS: CORROSION RESISTANT. 3. METAL PARTS: CORROSION RESI',TANT 6' OUTLET' PIPE GALVANIZED PIPE PARIS TO HAVE 6" OUTLET PIPE GALVANIZED PIPE PARTS TO HAVE TO WATER QUALITY FRAME TREATMENT 1. INLET PIPE FROM I � � � - y� FACILITY 4 FRAME At LADDER OR STEPS OFFSET SO ' TO WETLANDS 4 FRAMELAc ALDER OR STEPS Of-FSET SO: * A CUME-DOWN SPACE IS CLEAR OF CS 4 It IN 158.0 A. CLIMB-DOWN SPACE 15 CLEAR OF Q RISER AND CLEANOUT GATE - RISER AND CLEANOUT GATE __- OUT 0.46 GFS B. FRAME IS CLEAR OF CURB - _ OUT 3.12 CFS zf 5. IF META! OUTLET PIPE CONNECTS TO , 5. IF METAL OUTLET PIPE CONNECTS TOIrCD LLI B. FRAME I� CLEAP OF CURB NAND a CEMENT CONCRETE PIPE, OUTLET "' CEMENT CONCRETE PIPE: OUTLET � PIPE PIPE TO HAVE SMOOTH O.D. EQUAL TO PIPE TO HAVE SMOOTH O.D. EQUAL TO J ` CONCRETE PIPE 1, 0. LESS 1 4". • INLET PIPE FROM --PRECAST MANHOLE / CONCRETE PIPE I G. LESS 1/4" A - PRECAST MANHOLE CB 5 IE (IN) 158.1 RING INLET PIPE FROM �` - T RING A CS 3 It (IN) 158.0 15" OUTLET PIPE TO ! WETLANDS 8" OUTLET PIPE TO �J J WATER QUALITY FACILITY • OUT - 2.94 CFS Q e r =T� 0 O �� I OUT 0.65 CFS 4 ti•rte .,J1 TOP ,!.AB AND MANHOLE RINGS SHALL A\ RIM 161.0 (+/- i/- - CONFORM TO A.S.T.M. SPEC. 478 /- TIO' SLAB AND MANHOLE RINGS SHALL • .► r ; • RIM 183,0 (+/.��/ CONFORM TO A.S.T.M. SPEC. 478 •. : •. • • V + as ^ •' OALV, CHAIN 2000 CAPACITY SLACK ao - GALV, CHAIN 2000 CAPACITY SLACK 4 • • " •, ( /� 711 WHEN GATE IS DOWN, BOLT CHAIN TO e lJ / t CONCRETE Z � WHEN GATE IS DOWN, BOLT CHAIN TO • ' a �. �' 11 ..�m;�t� :,�•` ' '� _- _._"._._ � tD jE CONCRETE CLEANOUT L I o TN 'tjAN'DUT 1rIT11 pAMlT[R • • • ARMCC MODEL 160 CIEANCUT CAIS 1n BE MMIT1� ' OIAYR[R ORIFICE o Fxr 0 DIA, OUTLET PIPE I - 12' DIA. OLIILET PIPE I �l- - ARMCO MODEL 180 CLEANOUT CAII TO BE W s +•r' (75 YR. STORM) IE 158.6 `r ?�3" MADE WATER TIGHT IN PLACE W/ MASTIC (^25 YR STORM) IE 159.0 `� �3" MADF WATER TIGHT IN PLACE W/ MASTIC a 0� FABRICATED CORAUGAIED METAL CROSS yx, . ~1 i FABRICATED CORRLIGATFD METAL CROSS IE+•..L�Q � , •1Ql ._J i�_._J 3 W/ TURNOUT GATE, SIZE AS REQUIRED j ' W/ TURNOUT GATE, WiE AS REQUIRED ` o 1. �• 30" MIN. ' --- • ry - --_' - - - - _ - 8* CONY SOR PVC PIPE (70 WATFR A r• •s I •s • 4. ',. .J \..! L�J 6" CONC. OR PVC PIPE (TT7 WATER oa e• QUALI CUTLET PIPE � QUALITY SIMILE) OUTLET PIPE t Ir DRAIN--- CJ z C-1 GROUT FLEXIBLE COUPLING GROUT -FLEXIBLE COUPLING !�► ��,,,• ROCK Q �/ I . I $ INVERT EL. : 158,1 INVERT EL. - 158.1 INVERT EL. Y 158.0 " l l l i I -- INVERT EI_. = 15B.0 j � COMPACTED GRANULAR MAIFRIAL 114 "-�"- COMPACTED GRANULAR MATERIAL 1 - DtAMET[R -� DIAMETER PIERFORATO PIPE C� o MANHOLE AND RASE PER 570. - "--"`-- �"• MANHOLE AND BASE PER STEL. t�Rrdtv►YED ►1P[ �m � 7 ^ MANHOLE DETAIL t _ MANHOLE DETAIL_ lJ J z NOTES., ' � z UNDERPOND DRAIN DET cv+ I - NOTES: �! AIL )ATE t- ALL PRECAST SECTIONS SHALL CONFORM TO `� 4'-0" MIN. VNDERPOND DRAIN DETAIL o-14-95 " 4-0" MIN. 1. ALL PRECAST SE C110N5 SHALL CONFORM TU - - THE REQUIREMENTS OF A.S.T.M.-C-478. ALL .------- THE REQUIREMENTS OF A,S.T^M,-G-478. ALL .j/�'' �••••--r POURED IN PLACE CONCRETE SHALL HAVE A POURED IN PLACE CONCRETE SHALL HAVE A �� •.,..T EXTENDED SCAL_F PROJ. 40.28 " z ' T _ SLUMP 5TRNGTH OF 3,000 P.S.I AND 2' T'0 4" z • S28 LUMP STPNCTH OF 3,000 P.S.I. AND 2' TO 4' �otoO IMLA "r EXT NDE• D wmu ` �, ��� �A NnTFn 94735 I .3" MIN. �"� fM�► gµ 5 -\ 2. ELEVATIONS Of BASE, I.E.., AND JVERfI.OW • MIN. 2. ELFVATIONS Of BASF, I.E., AND VFRFLOW r� j DRY em yAlot DRAWN CHECKED 1 SHALL EE APPROVED BY LOCA!_ JUFt15L'ICiION, HAtI BE APpR0�E0 BY LOCAL_ �AIRISDIC110N AC�iCY Di ETEW'ION ACniCT F�GL DETENTION - `- ---- --- ---' -4,94" RESTRICTOR PLATE (FOR FLOW CONTROL ONLY) -------• 4.93' RESIRICTOR PLATTE (FOR FLOW CONTROL ONLY) y+FI T NO i _ _ 0 _ X11 P.F.C. MANHOLE "A" 12 P.f F. MANHOLE "B" 1 FIELD INLET "A" _ � FIELD INLET "8" VLMK PLOT DATES: r,�� t-�?'<1'.p - MH B / a 1 D -- --_ 428/95 E.0:3A 30 0/ 1 2 - ✓ M.T.S. - ---- ��._ N i 5 3 95 7:29.54 15 /95 16:215.6 ` S _ of ► +••�•'-� - -•---•-- 94"135G-5 5 31 95 7;9,1 ' .e.�..o.•..+.. ,H ......�....�.� b .•.q.lY.M�•.,..•.l... I t 1 ........ _ - 1.•7 5/1P/9S 13'6.9 „r.".�r.. •Fr '. . , - - _ - .S ��.,,h _I!..r .L:).-Alar,tt b •r!: i¢ r '-.-.-...,w�.�.... __ - _��('��'y i'r, �14 � �J I S GT 1 YO Y� W•`•_- Vv` 1 �✓Y �. • •' 1 Thi. u„licc appc:u's cic:u•cr IIr:u1 the I r ocuntcnl, the Llocunu'nl is of n11n•I;in,11 yu;l'::y, b 111111 11111 I II�I�IIJ�IIIII� i111111111111 I r�II!IIJI�i�� i 1111111J�I�iI i -iJ� -I i�LQi1�i����i�iJi�lli CD - 1 INCH MADE NI CHINA -,�•-,1 �-T 1 1� 1S I1 � r� ZY 1 ��-"���` ILII IIIIIII111lfl�llnlltlllllll�!III!IIII�II!II!Ilillillillil�i!III!111�IIII�IIIIIIIIIIIIII�IIIIIIIIII111111111�111111III�IIIIIIIIIIIIIIIIIIIIIIIIIIIII�IIIIIIIIIIIIIIIIIIIIIIIlIIIIlIIIIIIIIIIIIIIIIIIII�I!IIIAIIIIIIIIlIIIIIIIINIlIIIIIIIIIIIIIIII!IIIIIIIIINfll�llllllllllfll►)AIIItIIIIINIIlNh q t 1 • a .J CO P RIM 166, 72 - - ti� R.R. MSP SPIKE _.__ ___-►)IE� LEGEND : IN onS TREE SURVEYOR : ELEV. - 170. 30 CO CLEANOUT G GUTTER Jim Aledd ! e and Assoc . , Inc . TC TOP CURB C WV WATER VALVE 1 /7 5Q SW Sky I I n e Blvd . FH E IRE HYDRANT SSV • SPRINKLER CONTROL VALVE Por t Ionil , 0R 97221 -SD-- STORM DRAIN -S- SANITARY SEWER x'92-8083 CB • CATCH BASIN LP LIGHT POLE CO CEDAR P PINE M M MAPLE \ 1r , p 0 OAK r CW COTTONWOOD RFGIST( .jr) C8 NO 5L*V'4,oR 9, /995 cliso co e1,G ASPH. I 6� a• o RIM 63.62 bp• Q0 Ca b I �' \\\ 13 6� C () 6 RIM 162.98 ►a� 7 IW ! W \ C V 3 'evil F'y '6� E P ti lAM[$ U.WfIJ(�1_f� _ / FN o b ❑ s 164.44 G b• v6 �, ► E)(PNIES c13,,19C. 4_ 6 CURB i O CO b 164,15 • • --- 63� o • Cop \ °� 1613.98 G �.i ti rO ��(j avC ,*ip'a CU R v Z A, 163. I♦" � �� r :6 `b 4, 6 n J 14 166.2. •160.4 (64.5o � 31f +L• ,a � ��J 'ems � _J 18 6'83'7 6 � 160 6O 3K p` M C) 166.OT (i� 0/ \66 M� •139.4 60.62 G CURB 167.11 G� 64.86 G 64.32 G / 166148 0 RIM I 0Q S 19. 15' 29'E 265. 69' R9MPH64.3/ \bp. +66 166. I Tc (b '' 6'8'o r --' / I 0) / •159.6 65.84 G TIE 6'M )8 6'M 31f 6'M D(6'M 6-M DF 164.90 G S 1 9' 1 5' 29' E \ •167. 7 / ' 1 •164.3 160.99 G CURB 813.06 G 169.31 G 165. 11 G 166. 3• / • i 2. 1 e�e� 4.88 c cB 71. 45' so 6 `•. RIM 164.47 16 49 TC 6'0Af 165.98 G jT O'C' O 16 r9B G / ro �rC f8'.?87 IC 166.u2 TC 160.69 TC 160.00 1C 160 TC 165. 12 TC 160.01 TCS 180.43 TC 6 f 12'0* 1 r 8 CURS 164.03 G 164.94 G' ,� g ' s `/ e •I,T.e bb '666 ._ ' - - -• - _ 11 C - _ __ - S Y6'Y f�s -- JKg 6'M311 b nm l '. 9- 165.138 � � � •%" SAN MH = S �m 6� cF RIM 167.01 S 19 15' 29 E 162. 20 O ' W6• IE 152.38 l5i SAN AhI IE 15'1.45 (t=,N) RIM 16'5.67 \ 12'0!14 + . • 6'M)IF 45p•��3K ti"Oc, L P,' IE 15d..25 (W) I f 153.65 / 14'031E ED G o SEV� •186.6 •166.6 •166.5 ` f 165. 1 4 G bbh h •166.6 •164.6 •164.0 �� N 19' 15' 29'W 146.07' *166,3 •186.0 6� _ - - - •199.7 16.4 *166.3 1` ��• �o 0 u ' (b• 6'M 3K / pp►► v •1613.tl •165.6 / � /• a,1 _...1166.0 •161.8 `\` 'CW •108.2 164.04 G ?� 166.0o I i 165.0• •164.9 161.9• h 4) 4164.0 •167.13, •160 9 4 \ o, ` •1 56. I 3 6'MDF •165.6 .168.0 163.90 G �qds 164.8• � � 1 •�,' co •165.3 , n ,' 1 182.4• 61.r• '1� C9 b •184.5 - ' R I N 163.39 - Q ■ 58.00' 00• (SIPH) IF3.43 G b .� \ •164,7 R ■ 180. 00' • aL1� y. •164.3 164. I• •162.5 �• •ISI.9 L 182. 21' 3F bM � _ _ el. 161.4•' ' S 4 ' • b •164.3 C8 29 E _ b CB _ C 174. 53' V RIM 163.50 - - --- - - •162.3- I ISIVH) •162.e 110 7'P 31f b�• V , 1N' $163.6 *161.5 - i' •19'7.4 yep - r•lei.4 - ,62.85 �,f n , .t� 1�•6 - fEj 1 - ,� �.f63.5• 0 0�'� •160.e .'' ,', .' "�'' yq9 \Q •105.7 2.23 G ` lG ' �1 j i'' •te2.e - 6 \ CURB j C�bS? h �. 31E�,' T ' l r� •162.9 '/'' ��• d -1-6J im-�. ,, , .. ,' ---F62---` _ - - _ _- - - .. _ ftL82.1. -. _ _ 6160.4 C \ . - 162.2• •161.5 ,' '162.56 \ 16 .a •160.9 S 19' 15' 29'4 1 15. 2 2' 162.0 ;G 6'M 111 62.44 G \ �*610-6-- = 6161.2 - - - -- j«�, Nc 15"05' I�W 6 62.07 G \ T tG �'S' -- _ - ��• 4 42 *155.6 - - - - 8.7� �, �• -- - - - - - - .t61. 1 N 249' I I'.W RI �J 162.22 TC 1 181,5• -��+ RIM 151.36 162,35 TC 162.22 183.07•', 9 - 1 s �, ■ (s1PH) 6 -- 162.7mtl_CQ _ -:j ,! -- _-_ N 48 49 I I W 6 03!163_7 == L,5a.2 \ 1 161.0. 16611.�%� - 25. QW _ I 161.2• ,ice ' .\,°'S 1 N 19' 15' 29'W 311. 83' o-� - - ---_ --- - .160. 1 .j poo - - •J�6. 1 - ----_- •180.2 157 • .6 )T� ' 461.3• ���' �Z.�\ •150. ------..___ -- • 58.0 �0, 1 •161. I - � B /56 56 •106. I g� -- I �� /��� \ •158.5 - A " 56159.6 t\ 160. 0 ., •159.6 i►1•Gy,••��_�- -- -D 16F,t" ` • •458.0 jo - • N- 190 15' 29'W 177. 37'_ S AN MH RIM 159.37 En ---" •177.6 , . 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STEEL COLUMNS TO ROOF TYPIC'AL _T .t;ol lul - ..__.-- - -. - — i — as ate• rrr. 0 If CANOPY ABOVE TYP. _ 20' CIA TYP. �. I , - . ._ o (tyf.-. ALUM. STOREFRONTmt�rrr GNrnY 1 � WINDOWS TYPICAL arPWuAL o oNs O 0 rl N.N.Q i 1 1 11 I SP. at 20' 'a " �TYPO. 1 w L �' , , 1 r TURF OFFICE SHOWN r j( � FOR REFiRENC� , O1rLY� - - " o 4' r rs r.�. . A::L,' ( p TYP. ,�•, � i i it dl '� ;� (ate----� ---'. r -.•u. � � I �;�� � TYPICAL OF(d) _ e Y ! /2 1 ' I � ' BINA'I STOREFRONT DOOR AND G✓'ERHEAD DOOR SEE ELEVATIONS) - - - - - -- 'O _ _...�_. •_____ - '�. ,� AND DETAIL 1/A-5 DOWNSPOUT(D.S.) I i 0 ' i �1 I � I ��� H.B. ALONC•1 DOCK AREA !�> TYPICAL(_) COVERWO • i - ---- -_ W� J DOC (51 TY'P. .. ' - � 4 O� 4G----=J A55 LADDER TC ROOF A-3 ( l'O) j HATCH ABOVE nl ; ELECTRICAL ROOM -- --- - -- �1 •� I I 2. SKYLIGHT ABO 22-0" CLR. A II _. - _ - .. - 1 03 w. E I I - PB �.S. 3 �3AkBAGE ENCLOSURE \Y•JALL PACK L-IGHT (W.L)(14) A'-5 C•OM+ IDI ATION STOREFRONT DOOR � ry TYP. I t TYPICAL- XI-1" YPT.CAL /AND OVERHEAD DOOR esm ELEVATIONS) AND DETAIL '1/A-S O � I I HOSE BIBB �H.P ) GRADE CDs TYP. OF ( ) f - r:� ± S J 4 •✓ I "4? LONG DOC AREA REA `! ' • L I � ��' "-� COVERED I WALL SYMBOLS:ILN, KEY NOTES: _ ti ;T SIM. U Dacic ( - --_=_ CCNJCRETE TILT-UP WALLS (THICKNESS PER STRUCTURAL) Cl ) DOWNSPaJfS (D.S.) 6" DIA. TYP. - SEE�_4I DOOR SCHEDULE ' a:—=== " 3 1/7' METAJ_ STUDS AT 16" ON C - 4'-0" x 8'-0" NOM. CURB MOUNTED SKYLIGHTS AP�OVE - SEE ROOF NO. SIZE DOOR FRAME HraE. LABEL REMARKS CENTER WITH B/8 FRAMING FOR EXACT LOCATI_-NS I A-3J I 4 GYPSUM BUAF2D EACH SIDE TYPE MATi-. TYPE MATE. GRA' A-3 =L-IV""' 6' METAL STUDS AT 16' ON CENTER WI?N 5/8" 3 PANEL JCIN1'S TYPICAL - SEE STRUCTURAL 1 3'-r0" x 1-0" A HM. I HM• -_ L ( GYM'rxJM BOARD F_ACH SIDE - SEE NOTE 12 4 EXTRUDEu CONCRETE CURB - SEE SITE PLAN , - - _ _ -- - �1 3'-0 X T-m" B AL. I AL.-- - - - - ALAJM. STOREFRONT -I W.L. 9 CONCRETE APRONS - SEE SITE PLAN - - - - OO l S TT 12'-fd" X 14'-0 C STI.. 2 STL. - -- _-- + OVERHEAD DOOR -- — - - f. NOT USED 4 3'-rD- X T-0" A �M. 3 M�. - GOMDINATION WITH 5 GENERAL NOTES, ROTARY ROOF VENTILATORS ABOVE - PER SPECIFICATIO�tS-- - (D - - -- - -__ RE�t:RETIC$ 1 x 14'-0" C STL. 3 STL. - COMBINATION WITH 4 FIRE SPRINKLER '/ER-FY WITH FIRE PROTECTION) A DOMESTIC I. SEE FOUNDATION PLANS FOR ADDITIONAL DIMENSIONS OF ALL OPENINGS WATER RISERS (E'ER DID'DER DESIGN) THIS LOCATION PRCNlr`,F- GUCLROSION PIZC)TGGTIvN � NOTES_ C) CONCRETE SIDEWALKS PER , V P To 4`�vr' 64,F-F, ON R 1 SE r-S At L✓ SEE SPECIFICATIONS FOR FINISH HARDWARE SCHEDULE. y Fl.-OOR PLAN NORTH 2. VIERIPY(DOORS,AL.UTAST A LOCATIONS AT EXIT FROM BUILDING "\G"5Ws PAINT YF}rzEftD�D RETAINING, WALL WITH 3-6 `_ - _4 1'W- HM = HOLD METAL J•1ZTH MECHANICAL CONTRACTOR. COORDINATE f1,LL INTERIOR AND � -v. 008ASE 3/3 z 1'-0 EXTERIOR UTILITY LOC,.ATIONS PRIOR TO CONSTRUCTIOTE, HIGH GUARDRAIL SEE DETAIL �.wr-�-/�,- STL. = STEEL !) GAS METERS TYPICAL - SEE SHEET MP-1 FOR ALL LOCATIONS 7}- PRUy Irk 1 FIUCAt_. = ALUMINUM 3. SEE LANI75CAPE PLANS FOR ALL LANDSCAPING AROUND l3UILUINGS• E p �`rdLE x = PER MANUFACTURER 12 fe- 08 GUAGE) MFTAL STUDS AT 16" O/C. WITH 5/8" GYP. BD, PtDESyt�IC El r Gt r�oL�(�,1 EACH SIDE UP -C ROOF SHEATHING - SEE SECTION ON (,CZovt�ID)• �p 13) ALUMINUM STOREFRONT WINDOWS PER DETAILS AND SPECIFICATIONS 14 WALL PACK LIGHTS - PER ELECTRIC:4L - SE=E ELEVATIONS 15 NOT USED ® SOFFIT LIGHT - SSF ELECTRICAL I 10'-2' WIC£ CONCRETE WALK. 4" THICK. CONCRETE (UNRLrINF.) CVER 4" CRUSHED ROCK (ENTRY WALKS TT'PICAL) f8 TITL-fP CONCRETE WALLS - SEE STRUCTURAL_ FOR THICKNESS. 19 SEE SITE PLAN FOR ALL PARKING AND SIDEWALK LAYOUTS (SHEET G-1), 3" DIA. DOWNSPOUT (D.S.) BEHIND COLUMN FROM CANOPY ABOVE A B C SEE SHEET G•-3 FOR CONNECTION TO STORM LINE. ,MDO PLYWOOD FRAANE n'FIM / PANEL ABOVE DOOR I -} i STEEL ANGLE EACH SIDE TYP. I l ? 3 VATM. "' F'• , L MK PLOT 1/10%95 1 7.27 1 1/12/95 8.0.47 a.µ, 1/12/95 11:4.44 5/11/95 7:45 39 " t 1�y�I E it 5/23/95 8 33 3 95 7 NOTE SCA�.E OF DRAWING IS: 313 �'® 5/30/95 19.47.1 -- 6%33%95 20.6.34 94735A-1 7/10/95 17:51,44 j - I F_.22•-g5 oMIT EMT'KY�r�D 8c��•�.•�-�'D�• p - r aDATr. VAN DOMELEN / L001JENGA SCHOL.LS 5 CENTER ` .; I�� iE(:x� o—! >o� ��� �� F�", EGL ,�`✓� 6-!4-�15 `i4135 _-- - _ McOARRIGLE / KNAUE UIL DING r4 sc�r- 3/32i�,��,-P,II a �'_ -- -------- --- OREGON COMULTMV(�1 EPS 1 N0 DACE REVISIONS 39,33 S.W. KELLY AVENUE PORTLAND9�1 , OREGON 97201 (503) 2.2-4453FLAN - o a , Nhnbu:� 4 IS, Elup tis.. .. „•+_a t3 01 2f, < . PERMIT SFT 6-14-15 F31D SST 7--to-lig If Ihic nolicc :Ililil•:u� clrarcr Ilr;ur Ihr k docununl, Ilse doctifncnf k of lu:lr1jil;1l III�!�I I�i�ltl�ltl�l I�I�i�l�l�l�i�l I i�l�l�i�l�l�l�l I�I�i�i�l�l(III((�!�I�I�f�l I I�I�I�I�I�i�l I i�l�l�l�l�l�lLl (;I�I—I�I(�I�I�QLI1�I(I�I�I�I�I�I�I I l�l�l�f�l�11 I�I�I�I(I�I�I CDINCH MADE NI f1(IpA -- -- �--�-- Zz 4 -�T. lulj�iliiuilhiu nlllltlllunhnit►iftf!t►1�I�lifnti1lt11t�iul�j111nnljlnlullllullljll�ljlll llllllllljn�lulllnllltlllllnlllnlNi��luiil �l! ��Illjlji►IIIIIIInIIIillilrllulllnnll�IIIInIImIIIII�IIIIIInntnlllinljlrtlhfiEti i Irn►Ilrnlll� I yyyp►, VM � ,q k. .I . 4r ow dF V J yah .l fil. -e ..•. a 'd A-3 F r , • ,, , ...— --.,...• .--------_-_-. - _- ._- . -----------------_ _' " -_."` 9 M5+,1L PER SPEC I 1 x b SU6 Ifv NITN f 15UI1.T-UF' RGYOFZNG PER SPEC. - 1 - " `_-_ _ - --- O.H. KYLLs1dT DE , c SC:JPPER AND - 1 — _ _ _ — _ 1 d01dN5f�A1T d GIRDERS PER PLAN JOIST5 PER PLAN 1 I + k ' CI?LU+•*N5 "ER STRIJCT 1 1 ar ot 1 I OVERHEAD DOOR 1 1 i STOREFRONT - R PLANi 1 .ALUM. STOR,EF PER SIDEC. — - — — --_-� - 111 y 1 I CONC. SLAB PER FLAN 1 « ----_- - - - "•__. - - J--.. ---------- \.. OL ....... \BUILDIN6 BEYOND 1 1 BUILDINCs SECTION G A- 4 QE I DLLILDING BEr 01vD 5p„+ �� r _ E p - ----- /1/41-,1- A3 i / \ I 1 7 •:. .' ' - Asa GARBAGE 7.O.RE ! I ENCLOSURE BEYOND _ 1 FIN. FLP. _J I h_ vixrfYFOOTINGSTEPS �- _ j ^�-------------- ------------- ------ ---- C7 --- - -._ .. T , i - - --- T r--- - ------ -- W?rH STRt1CT. (SHEET S-I) - i WEST EL-EVATION DOCK BUWPERS TY-F. DOCKS BEYOND - SEE PLAN --- --------- -.. _ - ;= AZ-E3 3 s EAST ELEVATION ----- - - _ �'� '• - - A2-E4 5Ct)PmM AND DOWNS (D.S.) CANOPY OVER DOCK TYPICAL / -.4 24 GA. G.I. FLASHING6 MOO PLYWOOD CANOPY _ CONC. TILT-UP PANELS D.S. DS. TYPICAL ALL AROUND I } PANEL JOINTS T YP. SFE STRUCTUT r RAL --- /GARBAGE ENGLC ADC'VE 170012 Ii --_ OVEIRHII:AD DOOR / MANDOOR i I - — PER Pi_AN _�___. 1--- - COMB 'ATZON PER SCHEDULE MANDOOR TYP. — �r4 BFHIND - -5 (SEE ASL l ) D T 'a _ _ --- IND -- _ - ---- . .. - �•-- -_-_`^ -------- -- _ '-. - J- - - -_ _..Jr _1. -_ - - --�-' ° '_--•' r- ------------- ------ - --- --,-------- --- - ---J.. 1�. --- --- - -1 l--------------- ------ I , ----- L --'_ ____-_ ' - -'_'_--- _ _ SOUTHELEVATION"' - - --- - -- " - -- --__---- =-__=-:________________ - -------- ------ ---J _.. --_-= ---- - ----- -------- - TIO o✓ERHEADDOMTYP.� ` - _ -�_� ------ . ---- ------- __...--- ------- - --- --�-- - ------ ----- ___.____ _ _ .. -..._ _ .._ __ _ _ _ - _ .•-___—_______.. _ - --_-_�--..- ______..._ _-____- _-__ -J LOAi:IINdi t710CK - s�►LAN ' VERIFY ALL STEF°S IN FOOTI►JGS _ __ _ _ ____`-_- ___- -_-'-_________--___� A2- 1 3/32" z ,'�' RETAINING WALL L AND GUARDRAIL WITH SHEET S-1 TYPICAL !lENIND PER PLAN AND DETAIL RE AIMING "LL AND GUARDRAIL BEHIND PER PLAN AND DETAIL v M5TAL ROOFING TYP Q ^' 1 CONC. SPANDREL CANOPY S IALL LIGHT TYP. CANOPY DEYONp I j ,3 1/2" x 1/2" REVEALS /2" x 1/2" REVEALS TYP. - $EE SECTION 1 �r AT VERTICAt.9 I 1 GONG SPANCREL i. \ CANOPY TYP. AT EACH ENTRY I. ' 1 - , _-'-_ --"> -—tee_=:_>s...._.__ •• _".e-=sa - c--' - ------_-- -_ _ ,. .---,tom-- - •-- •>_. »,, - ` , t • + , i 7-7 a , H4 WDIA, CO - - — _------------------ __ - _.. - — =_ __ - ___=_- - ---= - -- - - ----- --------- ------ -------- - - ----- - - - - - -- ------ - =I- -- - - " - ---- - ---- -- - - FOOTINGS C►ELOW PER ALUM. STOREFRONT TYP. �I $ NORTH ELEVATION � STRUCTURAL r-`ER SPECIFICAT7l. NS WIT CNTI'ZY -_- A2-fl 3/32 = 1' - �M GN7� / _i 1 x•22-q�5 �MtIT �N'�RY V it 11� . ° CENTER * �E M DATE No /10 95 9.49.18 6-14-1= ` 41� 5PLOT DATHAN DOMELEN L001JENGA SCHOLLS, BUSINESS 4 /10/95 15. MCG/ RRIGLE kNAUF e,e? t/10/99 151951 ' 1/10/95 16.1231 - - `_ -- - - - I 19/95 19:12 • 11: zCONSULTING OREGON e I 1/, 11.16 1 - EN( EFBDN5/11 p10.to. 8.22 J AS7J9�-2 / b/9S t!l:9.15 EXTERIOR E. KN2 ;172, roses NQ, nATE REVI IONS 39.�.'S S.W, KELLY AVENUE PORTLANC. UREOON ?'72Q1 (S03) ?2? 4453 EL—EVATIONS � � rr' f+ ;2,MEC 85.Oa! ��"' OF -..-y- 9 ( ` .. :t - n�.' �.. *f- k ~ ':1 moo+ ��• C1 SPT PERMIT SET 6--14—q5 elR SCT 1•-10 -5.55 If This police appears cicv'cr 111:111 the doc•unlent, the docuintent is of 111;11-gilml MADE l I�Itltl�ttl�l 1 1�1�1�1+I�I�I�I I�I�I�I(I�I�I I�t(I�I�I�t�l I I�I�lil�i�l�l I I�I�I�I�I�I�I I I�(�I�I�I�I�i I I�I�I�I�I(I�Ifi! 1 h(1�1,1�4',4l1 l�l�I�I�I�I�I INCH IN CHINA 30 X r�nlnninillli+i Illili±nl+tilliil►l�tti�i��r,�ttrllrr���rr�lrs►Il�ullnn nll�nmllnhlnlnllhlnlllnllnlllnlhlllllllllllnlllllllnlllluillnlmlllllllnnllllllnillmllulillln Imhnl Illlfnnlnn(m+mnhnllll�lln�lll�lilii m�ti7iri � -�illh i �;: _1 ,�, � � 1� <�•"�t` ,�I� i�,` �: �o'y.��.'�'�'•' ' t ,s�4..��,. x�.��. .� , �q•• r .� ,�.._1 .� .fit �r ' .. - II I }} ROOFING PER SPE: - ` �,U6-PUXR-I•NS PER PLAN 3 — --- I --- PARAPE- BET OND "'y y ds8y SEE STRUCTURAL / -L'(-WOOD P� PLAN � r' 24 wr , `T SIM � / S 1! ° ----- -_--- -- ---- /PA A AT SIM. -oMro11 R PE' ; k 6i , -/SEE EE A FOR ! - T. .W. - i-3 R-19 INSULATIrN ADDITIONAL INFO. `7 SEE 1/A-3 FOR GONDII'I',N !� 30 X M r' Y ! I �4 _ / /' / \ - - SEE 1,A-3 FOR ADDITIONAL E K� ADDITIONAL INFO. ----— c � ►`- ROOFING OVER /INFORMATION 1 . VARIES \ '�-d • ;ps''i /�r PLYWOOD ShEATHING < TOP OF FFZAM21'k9 �, 1 � - r 4. CONT. CANT STRIP TY P.% l� I ( - a I Z 1�1WE 0Tti": I LEDGER PER sTRurT 1 W N R I <v \ \ _ I I BEAM BE D PER PLAN � " STR�JCTURAL rOlz ALL �• / {L M STE$l- JOIST AND w'RDER 11 r`.Tl P• \ JOISTS P 0 ITi PLAN I � 0 JOIS'1 PER PLAN/ `1 Q I .J Zr , r 1 1 2 X 4 S BEYOND O JOIST PM 1"LAN-- z �� Z - -- - �� WW • W JO=T OR GIRDER� J � •R ANGLE WE STRUCTURAL PER PLAN , W 1' I 1 I W < I 1 �NGREIWALL 24 GA. G.I. REGLET i SET STRUGT F —L-L / X2. (S EE STRUGT : F_ASHING - SET IN SEALANT 1 JOISTS AND 8 M OUT O Q �/� / AND CONNE : N DETAILS' CONC. TILT-UP WAD- i IG'-Q'" TOP OF CANOPY STANDING SEAM METAL _ -�� PER STRUGT. � � _ z + 16'•'-21' TOP OF REVEAL 1/2" �Tt"+P OF RE'/EAL I 1 - I � l / BENT PLATE AT f ._.. -- 1 1 h11111i�a111111l it / ------.WALL -•WALL PER STRUGT, ' I _ 112' x 3 1/2" REVEAL. TY�IGA�� FLEE ATI \ DOOR TRACK SEE EXTERIOR ELEVATIONS \�� SHEATHING. / - y _ a. PLYWOOD IS'-4" I � PER MFR. 1 I 1111 �1r�� 1 I 2 X 4 FRAMING I •udll �� � � w � i 4T 24• Ci C. WITH I ' yll M �j • 5!e" MDC'PL7W TS. COLUMN BEYOND I 4n I_ Tom, G� A- /r" EXTERIOR TYP, �`� PLAN L:NE OF CONC. / STEEL PLATE 141-0' 17j 1111i I SPANDREL BEYCND �� AT SPANDREL 1 1 rf 1 BEYOND V X 14 GA. "Z" , / PURLIN �� DRIP FLASHIN 1 I I �TOP OF REVEAL FMj;UTTER ---- --TO BELETELTIGHT TYPICAL +.1 ` STEEL ANGLE ' I t' AT JAMB BEYOND \ , r SEE STRUCTURAL \ 5" 24 GA, G I. GUTTER r A�S CCNT. WITH 3° DIA. /3 I/2' X 20 G�+. FRAMING D S - TIE INTO STORM AT 24' C,'C, WITH META_ e0o,10 SEE SHEET G-9 i'� LINEAR CEILING 1 I I I 1 1 1 SPANDREL PANEL ._-20 GA. CHAN WITH PER STRU t. •:•t. ti,H.f " -- -- - - - r 1,Z' DIA. A,M. AT 1 ' �•' NEA HEIGHT i `� _._.__ i ."__. __ +� �+ I � ' IIII 1 I I I I I 1 I ' � I f 1 I I METAL LINEAR CEILING OVER.IEA. DOOR PER 1, TYPICAL AT ENTR7 1 i SCHEDULE ANG SPEC_. ' CONCRETE GC'-UMNS I ; r; I BET OND PER STRUGT. i I 1 I I I I • j I I I I (. I I , ALUM. stORE-FRONT t WINDOW PER 5'mEG. I , I 1 ) I I 1 I I I 1 1 I I 4 1 i , 1 I+ I I I t'*JARCRAIL E3EY OND PER DETAIL ' ,ALUM. 510REFRCNT PER ' ' 1 `J SPEC. AND DETAILS ..RR--.. 1 r ' I I . ' �A.G, LAVING `ER I 1 1 ,,-, SITE PLAN I SIDEWALK PER SITE PLAN 1 TOP OF RET.�ININGWAL O +w � --SLOPE AT DOOIrc � I ,CQNG.BS ABr PER PLAN I GONC 51.48 PER PLAN ✓� --} i , 1� SEE STRUCTURAL FOOTING BEYOND � � � 73 �.ANCRir''E SLAB - ME PLAN �PER 5TRUCT. (i 1 / C,ONCRE'E SLAB - SEE PLAN I �j T— i 0'-2'" FINISH FLOOR - _ I I al SLOPE FINISH FLOOR U ' , � r —, I SLOPE 1 ^° On-IIIOQ� G OPJ ed d •'Y, GaO I i _; I_ 0. e �w..�..�..r -- r` .1•`'. 11 a a., g o °-Gg — <� D =- vCg os w L----------- 13 --- --, v a S p r---- 0 - I f �(`j0 O° � D a�° c3�Q Gb r I ��n dt�3e7. oc�n0 ve°p�I. � •arJ O�) (1 � • , � �� t V o n4 tl ©° COMPACTED eAC I ' t3 °O e a a n c� "" t O <j /' r'ea CJ•n 0 i i 0 1 e 0 L�rJ O b u ( O 1 C�p c 1 • eO v (7 D I n D p� J D v `�O V Q�p`,---,p1 { � Q: p , d tl 4 t� n oQ -� n . p KFILL AT EACH ' : �!-` �•.-1 - p6 a° S,DE OF WAI i. - USE CRUSHED j ne� ta'► i ' Uppw "" p 2 X P.T. NAILER c] b �� ,-,p —,. ^1, O �e l H 0 8 d.- rra ROCK IW--IDE I _ _ - - ----------------i 0 Gj' ✓--�/ �.w� , � +l /��^I . 1 � ����}��p^ ��/ (� -� 1 1/2'PERIMETER � 1 Oft BLDG PERIMETER TYP. p INSULATION AT �• it PERMEI R N / 1 \ E I SUL. 1 1 H 1� /4\ AI\ INC LUl?ED AT ENTIRE ' DOCK BUMPER r C1 (l = PERIMETER O� BLDGEER SPEC. mp%;;�\;~ _ \ ` \✓,� 'NOT TUS>T ENTRIES) O �/,✓ . ' \\�/ A» LOADING DOCK SLAB \ . SCAIE PROJ NO PER SHEET Cs-) NOTES / �•// • /' /(. oa�M. ca+�cx ( \�•� fro / 1 WALL— SECTION 1 � kALL SECTION 3 W�L.1. SECTION � - bC1 Bc�� 3 4'-;—� 3/4 7 4 WALL SECTION ;HEF,W, - 3/4 :T' T� • -O 3/4 _ P VLMKL/PLOT DATES: 4 5r 't: +.+..+..�. i:. • , 5;2/555 19 0'32 4.36 I •I - --- 5 ittttlf /95 14.48.41 6/'33/95 2D 7 D 1� F tW 5i /95 19:52.4 94735A-3 8/21/95 11 18.38 Ii 1 1 Cpr �rn(/r-?"loN �c-r a_�-•q�F'ERM1T SET if' this police appears clearer Ih;ln the doccrmerif, file doc'nmenf is of m;n'�in:11 11i1l�pllii 1Ilift1111111, 1 111111111111 I L�����I�i���ili t�iiiiiliiiii I I�I�liillili� i iililil�liiil i lilitil�lilii i illliii��iili i�i�i;i�!�iii1i �lii►�a�i;����i�iiiii�iiiii M MAGE IAQIIIiA - CD �• �I�, 1111 - i ��- tdnlnlli�inhi11!1101111111111 m1l�f�li�t�l���h�������NitNt����tl����Ii�nlinl►�i�lhrnRi��!iNll�l��I�►��Nnll����l��►�I�nthnrh►►iimihiuli�ulmi►u�!llulllmihlnhmhrl Inllmm�nlnili+nils+nlntl�nminifin�nnlin�nii ` ► ''Ith�lnnllrll�l I I I As� k+S 7Q �{, i Rr' a J' •:.Y'�'.. - '•G .•/. 1". ri-,r.r __ r; .r W r w •�y l p �. s, 1•'� +.. -.,� .�. '• � ��'tt'•'; ,�,.k��1i1► w.. .. .. ♦ • .�:�. ,.� i• ,..,to s• .'Iw � j .. ,. .i.. �y�'.y sti'`.'a`�rt';w•�. I y( 4J, 1 s, ( `s� ,,` I ; i � h T I I I ; ON .GP�t•101'7 A��1 I I � 4tssGTl_-I-1 ;i ' 1 I I 'M r WIFT 1. 0(_ Nm N.L. • — - 1' PROYIAE CRICKETS ON HIGH SIDE OF ALL t 1 . ROOF TOP EQUIPMENT TYPICAL "A4L 5FL-OW -_ cr1lcK�.T ON HIGH siDE �• �' SKY" TS TY 0 x r`' \ N000 _ J, -4\�• �, C' PARAPET SIM. 11 / I V ' S►cY SIGHT ADOV� 3 '12.ROOF HATCH PER � SECTION I / I WALL. PACK LIGHT(W,L.) TYPICAL WS SEE F'­t"N 1 !I �_1()P C7F WALL - ------- 4 - - 1 ' I �-FLASHING, W/ HEMMED EDGE PARAPET AND SEALANT TO CONCRETE __. PE•R' DETAIL TOP AND SIDES r 18' WIDE x 10- HIGH x 12" n`IS D.S. DEEP 20 GA. GALV, LEADER,_ HEAD W/ 1/4- MESH 16" x 12- ( CLEAR ) FLASHED F STRAINER SCREEN -��SCUPPER OPENING ^ WEFERENCE NOTE WHERE RC�C'F IS Lk55 THAN I�" A NORTH CANTED WOOD TOP PLATE AND A-, ROOF ELEV. L4 Bt LC" THE TCF' OF WALL (T.O.W.) COPING PER STANDARD DETAIL V SEE STRUCTURAL � FLOGR PLAN EXTEND BASE FLYS OYER THE -- �. TOP OF THE HALL AND L NOTE SCALE OF DRAWING IS: 3/3211 CIZSASE 3r'3.'m" DOWN' 2" CN THE �� V OTHER SIDE �/� GASKETED SCREWS AT 7-0' O.C. b LOCK SEAM SCUPPER _ 26 GAUGE GSL:' ,rCSZED PRE-Pii.INTED FLASHING TO BACKWALL FLASHING WITH FLAT LOCK LEADER HEAD TAPERED QRESSURE TfiEATEU SEAMS. LAP 4' MINIMUM OVER PLATE ,t EXTEND CAP SHEET Or 12" MIN i ALTERNATE CAP SHEET FOR EDGES 2'-0"DS / HEMMED SHO"ND-APED APPLICATIONS FROM TOP AND BOTTOM, SKYLIGHT - SO SPItiC.--� 8'-0 O.C. MAX BETWEEN 24 GA. GALV. PREPAINTED COPING GAP SHEET W/ STANDING SEAMS AND CONCEALED _ CLIP AT FRONT EDGE 11100MG - SEE SPEC. -,,-STORM DRAIN INLET 12" MAX. CONTINUOUS FULL WIDTH TO TOP OF CURD ABOVE FIN GRADE. SEE PLAN cKY CEDAk BEVEL STRIP ON LIGHT FRAME FOR SIZE P.T. PLATE PL PL N SHEATHING - r CLEANOUT TYP. ALL IC ^uR& DOWN OUTS TOP OF WALL T.0.W. + / --4" CANT =TRIG' ADDITIONAL PLY SHEETS SET - -- R� IN FLASHING COMP!7UND \ GASKETED SCREW PLT SPIFETS PER SPECIFICATIONS \26 GA. CONT. CONCEALED INSULATION c, ��- — fes' CLIP NAIL TO PLATE IMPSON "51'y" STRAP TIE 2 X CANT STRIP AT FA.r-H CORNFR (4 TOTAL PER �.�%IFIGIgIr�r r 28 GA. GALV. PREPAINTED SUp-pt1RLINS - SEE PLAN _ BACKWALL FLASHING W/ FLAT ROOF NG STRUCTURE: AND PLYWOOD LOCK SEAMS. 3" MIN. UNDER NMI P�r;7ViDE CRICKETS ON HIGH C COPING. NAIL TO TOP PLATE. r � ROOF Df_CK . ' •'' SIDE OF SKYLIGHTS TYP y 1 PARAPET DETAIL - f ARCN.I :- SCUPPER DETAIL _ - _ COPING DETAILSKY Ar1�N 4° _ — LI GHT DET_4IL__ 39iA14" 1I r SCHOL—LS BUSIN ESS CENT ER (1H13 (:HF V DATJ(1l3 N0VLMKPLOTDATt?S: � Vl � '�`/1/10/98 ,5.2,.2; __. __ _._ -_ _.r.. ___�_______ _� ---- -- VAN r.7. OMELEN /' L_OOIJENGAf3GL avt� �_'I4-15 9413� 1/10/95 9:4918 _. 1112/95 8-0.47 5// - -` - - MC-GARRIGLE / KNAUE U1L I1�lC� C G N't; 12/95 71.45 39 sc u_E 5/11 95 8.35.49 8411Q t - TIG4R�D, 0R 1E CN 5/2,e./`95 19:11.43 .- NOTED 5/23V5 8:24.,5 -- --_ —_ -- ----.__--.____---�-- -_ 5/30/95 20:0 33 --=� - CflPJ$ULTtNQ ENCiN�EERS 1 9473:SA-4 6/13/9'5 20:12,34 ROOF � � {F 4�LAI ry�tr, - N0 t:a:L REVISIONS 3933 S.W. KELLY AVENUE PORTLAND, OREi.ON 97201 (503) 2�7 4453 ' tdentns Avenue,10565 AN , ANID EDETAIL-S euc'ss-o2 �• N I•' yps,k ` 11 72,MEC B5.(ft elf 1 srPERMIT SET 6--14-95 gip SST � —59 If thi, flolicc appears clelu'er 111;111 the ducu11u'111, the document is of marEi1u11 rllIl1i 111'i 1ml 1111111111 { �I!I I wI I 1 � 1 1 I f { � I I I I I I I I I I ,IIIIIJ,,I I�I�►�I�i�I�1I l�i�i�l�l�l�i 1�1�1�1�1�11111 � �Iir�►11{��I1�1►I111�11111 � ,I rli�lilillinllrrn I�Illlm itlrillrr i „ �iirt�iillhltr�►i�imli►nlllm nnllnllnnlnl Illnllll�lill�lnniliiililillinllulllnlllliil►linlnnluulnnlnnlnmlllllulllnnlnll nnhnl Imlulinnlnl nn,ml�, Illnlilrniri►,��►iiml�r ' � , nliunl, t�. 1- { T t .4 t t TV pg Tl wl Wpm S' t U "�� i t -��. }h., 1, "� ``�7�' j -t. `� .'d`'� -'•:< �.. - .- CY' y.i .J OIL' ROOF HATCH ` C SNC TILT t DBL- :X EACH SIDE ED ROOF NATC�e � moi`` PREFABRICAT ROOFING AND FLASHING� _ _ �UNIT WITH INTEGRAL CURB VARIES I' , 11-1 � I I l"_ A - Z MIkZI.NM Do - O 0 EeFLECTION CONN. 4�r �,>ry�catvlj 4 x 4 CANT S1RIF l � C) `:�' 1 • AT STRUCTURE �'�_$� ( V !! C 5 !Y IONS ROOM LADDER 12t OF Ut. ROOF FRAMINCs • ,, ,. ,i I` GUARDRAIL - LEAVE i �t '4'��� ._ __-�_ -�ii'�C_ 71 C�' CI 1.i,� b, \ 3' GPENINAGDDEE R �_ --- I 3/4" PLY WOOD DECK I y ! i --TOP RUNG wI?HIN 4' OF TOP LADDER TO pOF. - - I OF FRAMING HEIGHT HATCH ABOVE SEE '-= X 10" BENT 1%4' X 1 1/21) SEC ION � - _- - FLAT BAR CLIP - WELDED TO (� x b tdOOp STUDS " SOLID B�OGKTNG pR ANCHOR < ' .�rt _ _ 2 PR„VZDE AS REQUIRED/ EACH RAIL BOLT�F'RO PROVIDE N D AT 16"O.C. 5%B' u.B. ✓�`t? AT TOP RUNG AND 13'-& O'C, m_ 30 X EA SIDE TYP. 2 +� 12 Ib" O.C. -- :pPiCRETE WALL ! V�1 FY I(`'�,'' G L�ft1z , ,' STUD WALL PER FL.+N- O MAXIMUM �� A�TERI�A�_ SEALANT ! -- - - -- -- - , ' - AND STEL DED TO RAILS, CAST FRAME � - SHIM .AND SEALANT \ \ ! 1s J. � , INTO 10At4g1. O z PHONE CONDUIT TO L*-•--' PROVIDE AT EVEN SPACING MEZZANINE ABOVE E�TRICAL ROOM 13' O/C. MAXIMUM X 4-3,'4' H. M. � � STOREFRONT — --- - � FRAME Tl PIGAL / j � Dom s 1/2' X 3/8' STEEL RAL 849 - / 0 - FINISH FLOOR �SPACED 18', EASE EDGE ' ELECTRICAL PANELS __ "` _ __. O / AND ROUND TOP PER BIDDER DESIGN — OWN#" I - • ,r L•-.. - y ! A_ ---_ __ ____.-_ -•- - -__ ------ _ ._ CLEAR - ------ � n s��e 0 b 8., 7' r x ,4^ ,• : WELLED CLIP KNGLE AT EACH RAIL a - 2 DIA. ANCHOR BOLT . - ' •--� 0t1'fSIpE FACT ---- '- 1 � -'-'-- � CONCRETE SLAB PER PLAN i rtITH It �- 1. PROVIDE SPRAY PAINT SIGN ON ELECTRICAL ROOM WALLS TO READ ' NO PHONE EQUIPMENT TC) FLOOR � -- - ALLOWED. VIOLATORS WILL BE PERSECUTED. " ( ORANGE SPRAY PAINT ON WHITE BACKGROUND i FROM EDGE OF PANEL / Q FOE TO EDGE OF STOREFRONT FIRE SPRINKLER ANG` 2. KEEP ALL PRONE CONDUIT IN CORNER LOCATION AND STUB TO UPPER FLOOR WHERE POSSIBLE DOMESTIC WTER RISERS BRING PHc�NE CONDUIT JP IN RISER VESTIBULE. -~ 1 •� W 3. SPRAT 4LL I ALL$ WITH ONE GOAT OF WHITE PAINT N . � tV U— •... �'� ��; ► DOOR JAMB WINDOW JAMB 3 ELECTRIC,4L PLAN � � 4 ELECTRICAL ROOM SECTION �j D ._ ARG!+-. �' c I'-c"" ,- --- ' ARCH-225 ) s I' " —� -� -� ELECPLAN —1,4-- I'-y„'+' _5 -- _ ROOF BATCH SECTION _ r 9 3 Z cn - -- - 2 4 SH G.T CAP A-3 O FLASHINCs TYPO Y z W � w PANEL 50INT5 TTP I ( .- „, -STEPL STOPS �► � • ��H,M. FRAME PER MFR r_ VERT. REVEALS METAL R INQ • N. MANOR='OR Pt?R SCHEDULE � /1t � 3 1/2” RE✓E/4.S (HORIZ.) 1 V ' -- py Nt i �1� ' �Nf' H.M, FRAME �1P _ ' -- OVERHEAD DOOR PER Q TO 14-V r A DQQR HEAD / SGHEL}ULE 't IIS _j .� t , __ SIM. ! II W �DOOR TRACK AND ANGLE 1 Y ). GONG SPA COLUMN - S9 / T`ILRT-UP PANEL --- OVERHEAD DOOR i 4' X 6" T.S. PER SCHEDULE Y- _ ST4T�A / PER STRUCT. AT EACH -- -SEE $ t. ' --� -� ;- - --2 f 1 ` MANDOOR "ER/ / -------- .�`J A �' '" , + SGH•_DUl-E FROM FACE OF CONC. h '(• TO FACE OF COLUMN f/ FRAME TYP3(U'N O) I - ------------ ------ - ----- - DOOR COMBINATION DETAIL 74' ELEVATION -4- T - CONG COLUMNS l FOOTINGS eELC'W ALUM. STOREFRONT PER STRUCT. PER SPEC. Tyr. STANDING.:, SEAM ` 6A STOREFR=ONT ELEVATI0N METAL ROOFING PER rf-Fc CONC SPANDREL F4NFL - �• STORE-EL I/4" x I'-Q�" BEYOND - SEE ELE/ SLOPE TO ROOF� 24 GA. G.I. CAP FLASHING ^-\\ SET IN SEALANT - PROVIDE �' :4 GA. C.4P FLASHING (k VY X 1/2" CONT, NOTCH IN E'ER g; NG �\ V METAL ROOFING OVER TOP OF PALL (SLOPE \, PLYWOOD SHEATHING INTO GUTTER TYP.i � • < ,` � � --24 GA. G.I. FLASHING -- (UNDER ROOFING) (4 I 24 GA. CONT. GUTTER =" PURL IN BEYOND 8" "Z" PURLIN x 14 GA. CONC. SPANDREL PANEL � \l - PER 5T1iUGTURAL CCNG. SPANDREL PANEL PER STRUCTURAL � 3' DIA. D.S BEYOND ._. SIDEWALK PER •� 1JI • -��'SITE FLAN --- 7 CCNG. SPANDRELS ABOVE tYP. �- V 4 /CONC. COLJMNS CUTTER SECTION � SECTION AT EDGE j D.S I r 5 Ay-2 I I%TT�1%0i-0" � - A5-3 I I/2 = I'-0 V 1 ' o w SOFFIT LIGHTS ABOVE -� `l I ALJM STOREFRONT PER SPEC. Z FP. _g'�• S'�� (2) EQ. SP. WLf)Ln Cy LLI �J STOREFRONT PLAIN _lZ -41 M ,I f. F Ln� F- [1 P TF St:;I F PP0,1 NO NCTEC 94-135 ORANN CHECKED BGL SHEET NO VLMK PLOT DATES 4/26,/95 10 38,3r, ftwoo + 4 14 5/11/ 5 9:21.12 5/7.3 95 15 ,723.53 .rr CF 5 t ,� �w 94?35A-5 8113 9G 20 'T 51 - *41111 F.j:.�;►,n:; ( `a .,, < , a-22-9_57 'PERMIT SET e-14—q5 g t S If this police oppears clearer Ih:ln the document, the dncuincnl is of marginal (1ua';:�'• r !ll�illT 113 DIImll ! !I MAW In I!Ik2 Al ! ! !I�I!I!li�!I! !I!�!I!lil!I!II Illlilil!I!;i ! �I����!I�lil� ! Ili�!I���lill ! I��I!�iIIII�I ! II!I!I!I!I!II I !I!I►1!1!1!1111 ►�11!(►1!L►I1 I II!I!�!IIII � nl!ntlnlllllll nnhll+hlnlmt���trr►�!tltiti IrrIIVI!ff(Ilfl(I�I�Il�lulimhfnl�ui6i!iiii!dill!!! !!I!li!!!nliinilliiihn!Irnhinlnul!n!I!nl(nn�inil!nli!nihul!nnlnn hniluniml mihnll!n�ln�s!tt� nl ►iTfiIntl inllnl�l , "i_717F T, rwrl'i Til, Yr �:4 ..4 V 'I'll 4 .1.011 Y��11`-Y�, Viol so live �Vr-, .7 r rigip F i tA&Ts);L "ta Via i;un to ANSI'A TOQ�pubbstr - - L "'early lobsilso ow to the area of proposed u Fittin" f f'st (a opske, unrells r tool, 9`140111ill"l the r4f9kTrOM4111% 2. Mirlimun, crifl,'foquIrymerits: ombinallon to, fc 1500 psi. t. 1AD0,000 PtJ Indica Ot r 1 jj6 Iflon ot KIN:, 10. . I I A GkNJRAL indlustricri appearance, �rjcholdsd filter wit, vii I Gootactilzi butyl cop flush Witt floor except where coverilid by wall furring. (b) �ypoum board finished oraqs, -except Watew resistant. l"Vestigicittillne haA beall (:a SdIIM!t shop druntilnlis Stomped by an Engineer registered In the �,Iatmf ntorlor frulufaVorl: rli Report. cocits of tel poir,t, eggarfoll. A ixilmol, Q 10 Poir-firtyl niorkle (PvCj Pipe: i,,pv and 1,ttl, ja OhN be PVC. LOCATION COMPREs'Uvt �LUflloi lill 4WiTLRF5 WAIER/ at Ofegor. 4 or UnfolLed R-I! fiberglass blanket of following ere oviailable at tile Ev;lneflifr"ll Office. All blOders Shull tainoiqrlre STRE?i C11011islu m board- "OtQF (4318tOnt. One Coat ccrylc >rimst, two Coot,% ori qOMWO1 riclill e �O air lnt*nJo4 Schedul(� 40 (U) (,E k4 CEMENT 2. Provide fire bloil 03 roillwirsd Und blocxlng to[ all specified wall locations and os collect art drawings, interior u1syru charnel, Semi- for constiructioA on(t a , to got thdiffisetvillu el 08 stlosuplate OnJ 41to conditions On IJ shIld meet the f*Quil-dfrlmnto cd A$1M 0-30,34. COINTENT a Office perimeter woliS anutilfIg warehouse spuce. glass. Aboril 06'Jit) of moW`ql 2. A4captancit, rnotl items c1c,ud;ng cofbin_ts, door tillopS, ejc� (c) Vetarl Doors and F'romes: a it iff installation gholl, at Of lWtO. Viddai sho!f lnwWt the �ftm, and be lfamidlol with S ., e, b Restroom, walls. pot prime as necessary, 2 coats Alkya Minimum, oampl;r w4h o4tobdighad Wolof Servicist Plijoittv, vcfvwt, I)OWItino proysio-un, vaults, mvii 3 Connectorli, Lxterior Enamel, Seryll-GosS, itallisti.y arid fir I, , I typical condiVQhfi in the 9Fft and ins Iforlditiorlb under which the 0 IV ootings 3000 b" 5 None C Demising walls separating 00W those-tail mankifeiJurds S turi-julae- Higrilor skenolli *lore to be perfarrAed. lee Site lldhaV be it, Its oxiaUng condition Qnd relhiborneril rinoation to mair *-4 xh(A Oe o,.coralfrig to the (a) Tie utr(lp3 framing anchors, hungws, stirrups, coluirin capts, cu,imn d floors of IrriozzOnfries between attics one woreholuxg, fle"F'oui copin"Ots, Plil),ng, c0ed"It, fjt<� :� --,,!cm adjacent in spel-.inquitiolls 1% filiccepted W rx Iyoronte, Wd ro tenant areas. .(0) Note. Color of rretal ogistorth Q014111, 1,Jf:nii ruillngS. . ir lutifTlittecl i1aturturs, or of, cirunitioll 0 at the governing ugank;46. Doss$, of TO be "Simpsor" or ecluol, Or as details(-" P, coat Shall flluwr Yforkmanshtill, shall of rn,*,to�nsi It oy iffiff hall Claim 0411111 big lr�'-U$ for any Asible cohdio4jn 101 shown an the Slobs or, 350Q 2-4' 1/2 ARA �Ib) .ime surfaces. W4rol �.Odtfuctor Gratis 0.C(d, ch"S"110i Steel- t7U)IY nail OLcording to munufacturet's F UITUMINOUS DAMPPWODFtNC arawlinge Alternate moteriall M7 Isir 00 " It oppravl@4 by thd griviternintill agone (intei schedule using largest 1110 31-1 Out beams and joist-s not 13141V 040q- CO!"61ructl0ir use. C043trOct0ir shall exercise roultion in the us& of the Pf011 at all ii where finish grade is aclove interi�r finished ILSION 10 JTZQAil LA 8410. POrWill when subgroue materials ary 1rIOiVtLf6 SOrgitive Qn4 Oe 191KI $11olte o Ore#" fillumbing $00clialty Code" bearing of, another reennUer to connect Witt, "U' type hanger unloss '4001 J#4 Load 25 Pat (W�ow) gold At-� I floors Extend from tGP of tooting to line of finish grade, OMOKiOrs 111111tift in ins 16,1114groxis. Contractor shitIld make special I . Stubs on 30010 - 7-4' (b) ot:lerwise Material to be semi--fibruto bu r"Ph "POsure C (ox STMN SEOER &ES .�I. MA, AE type mastic compound per I'S S5-A--694, A No ling - all no## specified in the plans to be common nalls DOCK BUMPERS ix Zone ProvslonS 'Or consitructi0h access 60FISISIdnk Witill ft,* realorerwanir, of the Calotax. Flintiolcills. Sonnoborne or as approved, if , - I project Grid lip that work con prOL41md under norrrlQl weather contfitions. if"alliviryl Chlori4w, liiVvC) Pipe: Gr unless otherwise noteCI All nulling shall comply with UBC Table are completw Apply frume3 Walp ond/or porubolt o wall, V11 _90mr lor) 36" x 10" laminated rubber bulnpfr, il;ii 2(= pof dead live loa (ut 3, Begir, only after Substrate 6* Thick COnstructe *�!h steel angle -'elp , all 1:10-pVc and 25Q, nailing Schedule Obtor, engineers approval of all dompproofing in weather conditions M111111111111119 roOnUfnLiurers publi,0100 Act gh and penetrations Controctut Shall be tompooladolle for (orrectirg damage to the sulijigrods 101011 mc$t this, ro4ulfrornants of ASTNI D-3�,34 except whwo lifirif pipe Walls 2-4"' 1/2 ARAIPT20(e) proprietary nailing sys,,cral fee-ammenstiationa. APP'v two separate rolled or brushoo coot!, with V.Q clausmid b) coffetr6atigin mictillilItleg. Contrall shav be solely roOPL)"Sible 4000 JIWIMg Cope. (usfu" 01114ITISING Provided for In the atintract) for POW is to be legs then 15", Vast `�chexi 4a isw and COunwm (C) Ne"Si Of root docks to be driven so heads ate flush with or WI(IDOW COWRING rr, 13 the Methods arid cos! Cirectfurri rf second (,out Perpendicular to first.19'$l on amended by the Stott of Gr4gmn fair conatill.01or 11 Slightly receshed into cOrd to nearest column or wail Tpa. LfwW "Rivieru" or as approved' it o SS.C.) o roods, adood proision-, to Vociltioa systems to lack surface. Chac* an resifilk it necatio, ROOF 10EII7ILAfi)RS Immilidloiley before roofing. Galvanized rotor,, roof vents with Color 08 selected from fil range Concrete Pipe Nor,­rsln tianced bar, and spigot pipa conforming to 360U 0 WRA 4 Delivery and storage: oil state ond local SuPlitirt ron9"I'll luacillf WIL: fix correction to WtIll conditions end./tir operable damper, mply * 'r. cu4sm. Clellewrices and Provide olliti operator niftallod *Jr* that is Qrnorged by onstruction wilvities. ASIM Skilinjoral Specification C CAasa 3. with rubber gallikets in 2. Location. At Oil wlt'dO*b arid storefront (except at doers) Isill height of "Willn"Or Go'd4e, ordinances, stentlards. 4114; ure rat coofined groves. (0) Slump exceeding Specified firnits Shull not be ccirporlilted in the All lumber end Ilywood dellviffed to the site, sinal; be plied )ft he and CI;P iOCOted 5-0' obovt finish Roar. glass. garpd to in this gr011ind and V PtoteCtel against *mother Size of verit throat to be 12" diameter nle" otherwise noted. 3 Mounting TO frurn0houd, on Inner fare of frarne $halt bt Liasulifte to be the lukeelt ad�tjen unless Gontleti $1101l Plan ronotruct,un acttil to plevernt and/or fritill;glite project by wirillon oppral fircirr, Inginew. 1), clarl 10 Site. SO'' PPW (irctilc Gelli whOM cQvw Is Is" than hub arl Notify Engineer for rbocrv:itioi of roof sheathing rtoii;ng. Obtain H iw "culi idontill1ii t C01111 Von pipt or Solledulle 52 docililif, wan bell 2 WRA = water reducing agent approval prior to otertin�roct nstallation SKYIIGhIS AE - Ott ontririment Double oci cleor dome units. QUALITY CONTi ihollittiligs conforinniltring to "0 ro d 6, Cutting one notching of Mill fln,li Ol,-millum perimeter firome ASTIM A-74, with tvWr fifig gaskets ish not G:lo%ed. I" Dlarrietir hole May be with Intorlow condensate gutter C. 4ONS, -10 LTLRNA-M MATERJALS in confined girooves or. Up to 1 1,12% coi. Chloride allowed during cold weather. rifled in the center 1/3 of the merroor depth Ail other holes to Ua fur 2 x 10 wood curof mounting. Acrylic AlWiL11180" 1-01sr to bid instil,tiono tot- "Aiturriatifil requested *,in 1. Coetractor is to tie exporlilinoxed with the type of work and con4it;ans.wners with compremol,)n type 9 1 tim*o! fittl"96 Pozzi 20 i*qu1r*d1 for conciale placed Late* 40* t thiCknege. to support 40 poll torlding. Skyl,ghtS to be of nominal films None Lointructaill may also womit prapo,II& fail oat: at other the work is to Do porlorectild Controctoir shur be responsible far the approved selection of the no Psfi0r*t*(J PIPS, Coel.gated high Density Polifloiifelle (HopF) Oown on o(owingti. 2, Attocri skylight frames to �ufbs with goskolud Screws r3itflill IndlIS1110111 and rritthodl f,.�r upplo�rd Alto* ininknum of 5 coyg for Special attention tcoOls and methods for uGiuornplish,ng the work. 3 U 'Innorlt, per ASTM C-150 unless otheroilso approved. 8. IIIIISH CARPENTRY h..12 perforated jips, And *hall moat the requirenritents 0 A$Tlill F 405. row offlistropSmid olitlitrinoti be perforrined. is C1ll*6CtCd to the roinditteii of it). flmsf iiM.e work Is to 4 Ag,pegotsf A31N C33 Size to*b* 1-1 12" 1 (of Slope on i All other I Plywocd siding. 5/8' thick medium density ove-loid plywood type 303-OL 9119SION R_QCOR5_6JjQ_FH6MES(:,"'crate may ase 3/4' max. Size 4gregute. Do not use 3/4" (-) aggregate Install over building paper None 'OPtIOns' ShOwl Or Lhe plans may be used )t contrart,,ir's lacrelion Galvanized Steel Pipe Shall confirm to it's flaquirennents for ASTM A- slabs with countersunk galvanized cusiny or finish C4 2. Vlnl'3t' subWO410 and finish graft of paving aria imaerslob fill to oil within of. grade. �Sfs infUlactions i to EIW,:NW* for proflolone, relating to ",lubiltitutionij. .1 Foot of graii and contours s 102 Schedule 40, with 0 hOt-dlP galvanized coating inside arid nails. Space siding parts,is i/0" minimum at joints Seal joints and fill A. HOLLOW METAL (110 not IMCWOC � Will proposals Ony substitutions not hOwm 0011 &owing%. Verify compliance outside. water reducing ugent (lill shall be polyhood R-i or Duracem 5b at 6 a., nMI Indentations fluski Witt, Surface pri,;r to painting. DOORS AND FRAMES - ExTERIOR-xCii us oclo't,onol "Allernotles", I,bted itepolatoly on fly the efiginew PrOviOusly apprved before proomeding With next phase of work. Failure tc do so will plo,�e Per 1000 I�Ofnenit. Comply with ASTM C.-494, I. manufocturer5 Arniveld, StcelLraft, Republic, CECO Curries or ja the proposal i-Ift'3. r6spOnSibdity fair correction upon Contractor. 6. Air antrainmont (AL) shall comi *fill ASTU C-260 arid shall be used only 2, Wood trim (exterior): Western Red Cedar. S4S K.D. A Grods. approved.XNERAL AND SPECIAL.COND1110"S 4. Notify Engineer fb( obserwition where spe6flad and/or approved by Engineer C. CASEWORK 7 Accelerators.A, of compliance of subgroaq one fill. ipe arid 11"Ittings ends shall be annular for a distonce of 12 inchob. P0120tac 20 non-chlorlds for components expo3el to weether I. SUBMITTALS: SuWit shop drll suit wall structure.V J Place stuli Ot ff loccliforls of spot grodft tilliawn on drawings, Corvugatecl Metal Pil" OJP)� Shall be Of the type. 01111411hater, one 2. Fromi 18 gauge tot' depth of wall with welded carriers and anctri to?utjga incIlcated on the drawings Pipe sholi be hollcut corrugatea.1, enerol CondItkino an publ.shfa by the American Ingt1t,ii, of itect�� Obtain opproriful prior to, rdQQmrnml of subsequent filill anti paving. in (he COMPIc1164 structure (walls, exterior pairl qt,:.) Caf�:,n, at all cc;jeworU and obtain Engineers' 3, Doors 2C go. Flu'h panel bonded to ocr it,orping core Morticed and tiune Arch Pipes 8ficil be ou"nected With 12 trick wide annular corrugate chloride in the Interior slobs �n grade. Ouoentity Cdc,6014s) to be OPPfovad Prior to starting lub-Icotion. Verity dimensions and Indicate reinforced to receive hIngel., lucksets and closer. �odlflicd (AIA )ocural t4o 101) 1987 EdInCin, Shull tv part lot the C cLrARING AND STRIPPINQ d 1/2 Inch thick by 12 inch wide tubber gaskets.' on growing*. contract th determined by Contractor to be determied by Contractor 4. Fivisth: Factory baked on primer. 'a Copies eta ov:illoblo ut ins I. Review istQLAroments ficr protecting existing virgetat;on (ire", etc,) Corrugated P,illictirlyisfile (ADS N-12) Pipe: F'ol piptif diameter* ies�- obtained f?om Engineer before use of accelerators. and approval 8 HOLLOW METAI. FRAMES - INT[RiOR See finish 5,nedule otgome al it bound hRft#P Enigill"e" :0. Welo(o start f work 2. CONSTRLIC iloN 2. WolifloiMlons al Gftn0r,*�Cofidllllwno f.see ilqu 'ristructlic,fris to biodgfti* than 24", conforming ta AASHTO U294-851 and F6-/?-65 (0) All LOSeWOrk Shull See outeline specifications undor mapoiqlfit cujef). 2. Notify Engineer Inlineditiltdily If unusual conciftiong ore ericounteroor Piu;rlbing -picicilty code Ono Oregon $tote f CONCRETE FiNISHES ejged be shop fatin, ploatic laminate faced arid 18 Gouge knockdown door frames with interlocked coners full depth of (A) Werever the Word *AfLhltQCt" is ilied I Shall bi understood to Mean I Site bhclt Ot cle"Ined and StripPeid of all liviletat(ort. tuPaCi, and organic Ud Md ASTM U-2321. PIcASIOnt Of Installation Standard 1--A- Interior slabs, Smooth steel trowel Use extreme care to tool formed wall with snap attached metal cosing trim Frames to be Timely or as plyls1w E)figinfor. materials Remove Qnd dispose off-site un,ass spee,.1ticciffy provided paript edges Use 1/8" radius edge tool Only. Patch any holes or 3 MATERiALS appreved. Fromes to tie laboleI if noted at door schedule. Frames to be oVerwiss on ths sitework plans. Irre4fularl ties, factory finished in color selectea from full (,.Ing, Ir later use, E Article 1.15. rrOwings and Twenty sets Cif comlroct Stockpile topsoil on site that iiii reeded Catch 9476ris: Shall be 24 inch round or square and 0 ifich high. xterior walks: 0) COuntertOps: C-C (plugged) grade plywood, 3/4 inch thick. 2. Relight and s1delight hrorries whii indicated an drci tc, be of ee outline upecifications UcJf'W s Witt be Plicinded to fine sucalseful Contrctor. Extra tots 4 RDermo" Oil Oturri and roots over 11' diameter front all tupsni for unless therwise Indicated. with 28 ;non gqWe standara i:out iron (a) Broorri finish - 1tael �11)) Vartiil;di surfaces aria shelves. dookoill:11fir the Gontiactor *roll be paid trc�wel SO Particle board per Matching type and profile with screw fix by tire Contractor. lordscoping u:,e. grate and hinged drain access plates for cloon-ouis, all as surface. rfOC6 tn6h light finish across w;cith of cs--236 , Type 1. Density 8, C1055 2 met formed 3 ply Construction. finish of door frames attached hollow metul Stops match nk *4 the Lynch Comp-iry, Inc., of by gratemoster forlwurks. (b) Curb romps - ficilwi cis lemai (0 Plastic laminate: High PfeSSLre: Colors and texture as Selected COnt?'actor to Warrant and guarantel air we thin manufactured by nder as store *lit, li Cc)nlfOct for a parlixif at OM year (61 longer where indotW 171� EXCAVATION Catch bos;nb to be ;Qnstrocled of 10 gouge steel and to Us usp;iclt diamond potterm a, w per NRMA LD3 C. SlORE"RONT 2t.. from date of illubsttil I;o,"platlan Ou coated after tuortrotion 2" on confer coot, f,,6,TTSiM4) 3 Faimed concrete: VeftjcG) surfaces and sirteivatil GP28 FxcQvpfIO'l ii filiotings, piars and slabs to Sit*@ and filvells shown or I Framing IK14 dotentrilril by LriIinfer Nothing In required. Utilize strolgitill, edged bucktat to minimize &oil appearance remove! fir's. Patch voids. Grind arid fill fy tichooth even system Kowne r 451 Irifolp, U S Alwnlinum �entsr glaze or as these docurr,*03 Shall be General purpose horizontal surfaces: Surfaces GPSO. approved 2" X 4 1/2*crT,uli;ons. CIO%$ 2 Clear anodized finish.Construed! to ril or imptie.j Cbr!(10. or limit MW othot worrontlos. Oman all facit,rg excoviaticinu Of 10036 Material by hand DOWrtOPout DrMmlli: Verity locations and special requirements with 4. IlIt-up walls: panels plasod InsId face up -- light brooryi or trowel Elocking Laminate manufacturer's standard balancing Shoat. 2. Doors: Kowneer, U S. Aluminum or as opp;ovod. 2* Stiles, .3 3/16' top d. All over-41coviation chili be bockfided criel compacted as "engineered f,il" billildinc elevation drawlingir and al roof plans for 0owerapout 0 (D) AkftiCID 3.7 1. Permits, too& license%. T'llim, Owner will pay the I'lon of with concrete to location Alli lorutl,)n Go needed to -amourill plumb ve(tio.0 firi Tool edges aroird openings. GrInd and fill-'downside" f panels 4. HARUWARE and bottom rails Furnish COMPIeto single acting entrance with check ill aria building permit too TMe Owner NM eIgo pay oil for snictoth, oven final appearance. Repair chomfet cages and remove fins. threshold, 01fliet Pivots, Push/p Ilt. C104ar und weratherstrIpping. 1. If over-excavotion Mcno Wecificationn as floating oncrete, dowmopuut run. rnillmeor of any discrepancy of other,p,*ob;om, r 0 Hinges: Stonle G is required to remove soft spots reswiting front 41 0-1cl Smooth, olds After primer coat Y. or a proved equal. Remainder of hardware as specu of paint, Iii arid repair to ifiod in finish hardware finish CotestOPMOnt charge$, ##war commotion and Water Motor IS#. conditions beyond tile control DfOins if' ocl�ad cream to be cost iron soil pipe or hcrieduie 40 PVI,;. b Pulic Stanley 447r7p'(1J 3. Installation: of the Contractor, the Contiocto, shot' r S260 or approved equal.The Contractor WIWI ObIllin ell 6011111-st:3 and pay �311 other times and 5. Femove any remaining defects of exposed sur(Qome. C Catches- Magnetic receive additional compeneatioi, Notify Engineer before proceed", callings: screed smooth. Do not leave rPugh *xPoba4 slarfucce. ( Amid concrete palmil criorgos (suc.m as ofectrical, plumbing, Drain% in loncifteopea areas May se (a) Installer to exam;rne concrete surfaces to receive stufLfro t for insillarilon, charges and (ortraction One HVAC permit cmd 4. SOlft spots created by hs, Cot-gt-uctJOn ill SlORMGRAIN" Series 46 it?) 80% d� Ad)uStoble shelf standarce; KV #233 with #237 clips. n Z for Inc construction activities and special requirements Compaction and with compaction verification. provide Clean-out a t splutter' art other budding elements, Eq Columns and a Di3wor slides: K & V #1300 roughness, loose material or lationce. Notify contracto, of walls, Ren,ovs *splatter" ithertif occurs and reflnish to match original, aefficts observed and obtain correction before starting S-1111PI1011119 and a of outside of au0cling wall ore t be ornoath trowel finish, FxOrnino and installation. Aillow time for curing of tWers and sealer All 7-1.3 Rea3crable ollowonce for overhil arid pfolit shall ,at aa Process ore the responsibility of the Cntractor, each downspolift. One bra)ch fitting with threaded plug for cleor­ t. 7, Stab edge projecttorin for doo, One window sills, arid those olixtend,ing 5. COmISTRUCTION: Flush iveirloy per A N I VQJuIor Casework Stianclards 16008, required UJ wg*ed 10X for Ccwitroctor or Subcontractor performing ell or 'L 011 not 4rcdi 5% for ':ontroctor or approved by Engineer remove ell latienCe ar, other foreign materials from Surface by grinding or wells, 6 U. , Do not ex-ovato closer than i. I it,ope below �,oxe f footings wlsys Manholes and Cieonouts. See Sonitory Sewer Lines. C & D. Provide 4' high plastic laminate covererl Splash where tops abut Provide rnetal shims at periolli frame to Maintain a 3/16"-!5/1 Subcontractor POsviing cost along but ri-it cLu fly performing work do be used few Till or Other MOOMB If rOUgt)no*g pqrsIgig apply an UpprVV@d oonCrot& Article 9, Payments one completion. Paymatito to the Contract oy far site grading, Ali sooloril bood between 0 or hill !!5ANIrARY SLv*R L(NES Imclai frame arid abutting Surface. be withhOd Cry Owner during the course of the joill, excavated Material nut oppro�ed or raqw;fed for this use to be rarroyed at filler 10 Produce a smooth aurlicice. Appl�# rhoro Systems 'rHURUSILANE (c) provide oium;ntim if the prone.11 is no adcitictird cost. Grade Grid c')vi other approved clear soular to off dame at head and sill channels. Seal Mntt, riot kept tras of ions. Si paynial wto,-il material 06 roquired to Concrete Plpq� Non— tenforced bell Projection surfaces following around dam and over attachment fasteners Provide splice sleeves 8 44MOil Of Such lions. Alit, be Promptly relec A upon afford we0*11ar protection, and spigot pip$ conforming to anorruitactural directions. and sealant at exponsior joints < ASTM Standard Specillratlon C-14 Cic,s 3, Witt, rubber gaskets 11, A MEMBRANE ROOHNG , I I - lC) Pr art InsuranCili Article 11 3. The,owner shol mairi ,,a FILL MATERIAL'> AND INST'A-6LATION confined groAv 8 opening #tjgs% In tilt-up we" to aCCOMMOVOIld, door of window frames onall I GENERAL r1stall bckup rod at perimeter sealant joint. Continuously seat Y be film"i and free Of lbaso material Examine surfo,:vs, end remove Provide r completo 4 ply fiberglass built-up roof system with off joint between perimeter frame and abutting wall Do not Spread Irtionce and foreign material Apply approved concrete nnog ry.1111 to replant onto adjacent WO ull risk Insurcince as provided 4�i Articles 11.3 1 Arid Nintify EngsnOw Afher fill Orecis are ready to recei�e ,;aterill. Polylirri Chloride (PVL) Pipe Pipe and fittings shall L)e WVC and Ail ciny pit% or cr ti�;Fd am or wall or frame face. Do not plug sill D-30.34, $Xclspt where the ppa clear sealer clity assuran": Sholl meet the requirements of AS11V Yords and produce smooth surface. Apply 'THOROSiLANE' 2. Quality Assurence used for structural fill (under bu!ldin;j and pov@o vubject to Cover Is il hilt lot$ than 15", use Schedule 40 Pvt.. 2. "Enginearep fflls* ar)--olts materials. frotif of orgor.� rinotil may be to all edgew. (a) Roofing Svbcontioctor to Us certified by roofing system EXAMINATION 01' SITE AND CONTRACT I)OCuMENTS 4. Qj rrlanufcct,�rer Submit shop drawings showing all f6if"IforCement attaChnient und edge W W ascertain for F. CONTROL JOINT AND EXPANSION jOUNTS conditions Bidders &half examine the site where the Work Is to be pWforMea Gnu maint"nonce of la proper rnoist;lAra content and obtoinlrig required Concrete Manhles; Shelf be fabricated per ASTY C-478 and shall be 1. Provide , , (b) Subcontractor for e!1glinrier's approval prior to fabrication LJ thillmselvea off of the ptijitalcilli conditions and -"trictiOns compoction. Notify Engineer at trim start of all Structural fill or 0�, Ats In 6)tcfiOF walk$ CS follows unless othfirwise to schedule om-site pre-roofirg Conference with (b) Guarantee water and weathartfqhtness of J _J before Rutin"itli price quotations. 7hoy will Olso rnako Cori ork 48 thrill diameter with a 3 toot eccentric cone over storldard wri.ctions (3,,4') Closed joint 0 5'-0" p c. shown, Heavy Contractor and Engineer prior to beginniry natollotion, Roof deck edge soulont and glazing or assembly including frames. exGminOtl0r% Of the plans. specifications Ind other contrat l,>cuants fii that the subgrode ccritfitigiff and flit material can be iropected. Where manhole depthlif are not adequate for cones, use 8 inch In, two years. UJ infom thommi4las as IQ the 11;jility of rnot9lials. compaction tests W required. Ck 2. Sow joints where required (see plans) to be soon prior to cracking. Saw (C) nailing to have been reviewed aiid apprall by Engineer, (c) In the prestiocc of angiri and owner's represent at;ves, spray (State Highway) flat top slatis Use stundofd cost ran frame* and to 1/5 stab depth Owner may employ roofing inspector Subcontractor to coordinate lillidders finding discrepancies, ornissions or in dmitit an to fine true cOvOru for S!Orm and use watertight 05 300-1 Cs work can Proceed without raveling. test oil units to demonstrate watertightness of complete Z 3. Select fiw standard tost Iron frames unit schedule for imspecors volts ;nstahation. Utilize full pressure stri from dome tic water a: meaning Of arly Part Of the drawings. spociflcotitl covers for sonitory sewers. 3. A1101,11, plastic slitip (zip-strip) control joints ore allowed, Not Straight (d) Subcontractor and system monufacturer to locivide 2 year hoso and nuzzle, directing stream at neod, sill. jams, on d mullIon call Other cooti (a) Under bulldlng� /2" 1(-) ill graded clear, crushed rccK (loss than and verfli Use a guide to form jioint ($lot) it concrete to place rip-- unconditional written guarantee against all defectn in materials oluciments, sti notify te Lngirsor in *Jffic;dnt tinno to receive, 5% passing 200 silit") strip. clarification pfiiw to e4dinting any *am, COrfugOtOd Mcol"01,11112 5111011 he ()f tile sarre material, gouge, One and/or workmanship. members from 4 foot distrilice, perpendicular to glazing face Niow LX 21 -outing cis line corrugated plot! 4. Keyed Joint3. W"Iffe Keyed joints are required x allowed, follow 3, Material Lind Application a inimum of 30 second duration for each 4' section of window or 8 < 3 The Ow`r*" will 'lot be responsible for Only loss, or for Orly unanticipted (b) Unde, pavinq: Bose course Of 1-112" whit graced clean crishad preclsely the key configurations. Use promokiela p4astic keys only If (a) Class A or B roof system 4 ply, fbergloss, *tilt@ mineral cop 3 t Ore Iron I. Mark Cit observea leaks, correct defect Grid SChCdUIS _J d4lb)"s of costs w"r"nOY Of Aliff""Od by the Contractor in regard* te, rock 006111 thar 5X passing 200 slave) Of depth shown on pens. 3. Execution. configuration Is maintained retegt far veritication of correction. conditions poirtain;ng to fhe work whiClit are the ContraN.tor's, irct idirr (c) Trench bruCkfill. Union otherwise specifiri Z L 9 sheet cOnOttiona the can be Seen of, the site ond/or Ore described in plans a,cepted, oil trench 5 DcwGlOd Joints *11hore doweloci jo�nts are required or allowed. take (b) Approvect manufacturers and oltsorriblies. bal shall usP effect fill (sand or gro' wIllcoutions to mclntai!i perfect square o(�ynment. All dowels moterlat to E. CLASS Conglus NU-24A-CAII it building floor Free druiring *hot,@ noted on drawings (CO) and whore speemically required be saw cut or ground smootir, to maintain cloSs-3ectlon tit ends. G.S. Roofing A-4-M-3 1. Storefront anti Windows, 1" nsuoti gluls, tempered where ate b y sprocificatiGns, rjeotochnico: reports, etc. that are avatioDle to the (d) Backfill where finish v4w (a) Sewer Clean-Outs: Shall be installed in the storm and sanitary Contractor. grade is abov granular material, pea grovi or found drolnrork. systems code. (Tinted exterior trice - green 60L re�upr SPKIficationo Mc cli material and/or performance by tht governing code. Cletan-009 Ir exterior pwd areas �rcvt tie Johna-Mcnvi;Je 4 GNC _E�A liil CotaSgN) specification% that inlay not be part Of V10 Contract. bUt Will be needed to 4. 1 op soil Natural topooll from on-sits a, as r fl by the piqnv, J054M 59860 heavy duty coat iron Qcz7oss box wl CONCRETE CURING AND SEALER Celotox CA-4-WIM 2. Doors: 1/4' tempered. CC-, th secured cover, 1, PropOration: Ail forms and excavations to be MOIS"ons11 before plocig 3. Relltes: 3/16" clear, tampered where required �T�Oae coordinate w.-.)r* by others anchoring flanges, aria cost Iron clean-cut with serrated cut-off Intec/Permoglos M-84TP-N 5 CO"trOr-tor Strait coordifictim his work With the work by Othent to provide suitable for growing Plants and I'll of limbs, roots, ard rocks over I" Sections arid threaded brolize plug. Provide an I concrete. Malarkey M4 YKI-AH A-H F. OVERHEAD DOORS minimal delays to oil Parties aiannoter. Removr any qxce-14 concrete or debris from pianting creas. Cut corKrete Pad around the cleQn-out square by G' thick 2. Curing compound Burke "Spor tOh-Cote* with 14% vocids or approved. (c) All work sticll be ;n strict accordance with monufacturer's UJ Ord remove any paving more than 6" behind curb in planting areas. 3. Execution: 1. Steel sectional door: 24 gauge 2" thick, flush sectional. Doors to be Contractor to place and rouqh grace loplon recommedations and an further required in these specifications h1gh lift to maximurn height ullowed by roof structure, or vertical ;ift DRAWNGI; AD StijjmiTIAL� by landscaper. Joir thling and find? grading (c,' Slubff On Grade, Seal Interior Watis with two coats c,:rinq Compound 4 Attachment: Bose sheet to ba mechanically attached to roof-doCk. Only an where poss�ble. Roils to Civil or be robbetecl for complete JI: Subreft shop druvil Of portions of the w-rk Indicated in Indivdival (b) Beading. Arid all piping on a 4 inch thick layer of Send or 3,'4 ;nch Apply first coat imediately after Wub Is finished. Spray edges cl,� h ma vent adhesion of base ply to deck weathertightness. Soon us forms (ire removed, Apply Bfcc-ncJ Coot Ot 90 doglitrea to first on minudii crushill racl, Inspictfor, of the excavated trench by the Do not use ply shoot for this. U) $Sri*, a Of this bpecificution. StIlliffnittO15 at items not indicated Yioy or 5. Compaction: coat when off tr,dC5 ore finished Just p,ior te accupuncy. poor is 2. Push-up operation for doors to 10 feet high, higher doors to Do operated may not te rel,1160A40 at ingineal option Urless othe,wise fridicated top Engineer may provide ter the time Of Cornoticted nexive material for (a) During months of November thru Ap6l, swbatitution of modifieLl c;rowlings shall tie DrIo0dod on the follotil bedding. Pirtimcle Owner with deductive alternate to, use of native (a) Selection Of COmPOCtiOn 8illuilarrient and processes shall be the sot* to be ciscriod and hydro-vidsheill! before becond coot. with smooth link chain. Chain to be free of protrusions tbitumen Doss sheet i QcC6ct0UI6 if approved by Engineer and system Furnish Chain to) Prefabricated structural rrambeirs and comparents. responsibility of the contractor Deciding friatari Bedding shall be removel to it's nec"sory depth (b) Walls: Seal concrete tilt *off punels w"M two coots curing anchor to hold door at any height, 0) Ell. ftoos. G.t or lam boartr subgrode. If subgrode moisture content for piping belie coo oupl"s Y maintain contact of the pipe on the Apply Second coot amply with SENCO a, 4� Locking device: dead bolt i JOrrib with Padlock provision, manufacturer i approvals prior to starting inst'allotion. o receive 'Structural" or "select" fill by compacting COMPOUnd. APPIV first Coat immediately otter blame water is gone. 3. Counte,-Dalance with torsion %pring. Spring S: staff ne miscerentioun steel. is not suitable confer with perpendicular to first coat after first coat has BURRYFAST Systems comprised of 1/4 wide nylon tape Ord 16 gouge 5. Finish, zinc-,coated and factory pr:med (U) StOPle tCPe attachment of page sheets to c type stops. 9 engineer ond condition rinaterial to rielor 'optinnum*cnd compact boddlrvg for,Its entire length. substantially dried. Second coat must be applied the sarre day cis the staples with 7/16' wide crown arid 7/8* legs, Minimum fastening to 6. lbeatherstripp;ng, Full bulb type goal (it gill. grae (c) instcg� flooteried (except tcpaod) lilt Illits riot to exceea 10" (Ix)ss) first coat. Apply curing compound to pone! edge!- as soon as forms - Wootherstripping to be Cr; s tool except 31obs on Structural syl-toms (c) Precover: C111live, the piper to a mln!mcfm 'Apth of 5 Inass li are removed. be With Itoples 9* cc. at tapes (Mong each edge and centerilne of nylon bristle tvpe on sides and top. Q"d compact with suitable roller. compacted si or 3/4 Inch Minus Cria-lihod rock. Inspection of ft)@ (c) Footings single coat, Apply us Soon as blood water W gone each felt strip Storefront C drors. excavated trench by the Engineer may provide for the use of compacted (c) Fastener rumber shall increase 50% within 12'-0" of roof perimeter G, ROOF HATCH (d) Mininlum density (Pei ASTM 0698) as fictiowg* 4. Wet curing/membrame -Urtrg, Contractors option. Any concrete rnay be wet edges. 2. ubmittole to bo plovildied Prior I- oe.girnino fatill material precover. Provide the Owner with decluctivt alternate cured or rnombrante cured, for ul�w, of native precover moteriol. subject to Upp,'011 of the Process by the , Provide B14co or OUR-RED 3-0- x 2--8- ladder acreas root sCuttle. two additional reinforcement plies plus cop at all cants, curbs, Integral insulated curb Flash for weathert,ght rsucation Cvneroil Contractor to review submittals before trorisrinfil-cig to Appl,cot;on (3) Engineer (Eq. Footings May be cured by cover" lightly with v1squeer, iterl and scupper opening , and 111110GO MIS review Steel date Ono "larks or master r-Opy. Hentioth foundations 952 (d) florkfill: All baCXfHl for Site utilities shall be placed in I s 5. flat weakher/cold,weather procedures. Take special precautions as 6 Before loying bome sheet, Pivot hinge with Counter taiance, hold open arm, one point spring latch and Beneath floor slabs a ye cover 0A expoi;ed metal tie straps with piece Padlock provision, 95% and compacted as equired by Paragraph 2s. nPPfOpflat Curing adverse *eother cand4lons to achieve proper finish ard of cop sheet material (granular face down) Submit dine i"SPIrOducliblP master cOPY of each Brett for review by Engineer. Beo-tatri pavements 95% (1) rurirg. Reelliew placing procedures with Engineer when 24 hr. Ft;rocusted 1. Cop sheet -- delay in installation. *lam weather conditions at the time H. FINISH HARDWARE temperatures are below 40 degrees f or above 80 degrees f, It) odaiti(,n 10 Sheets orriallof *Aoin 11" x 17 muy be n Whilif Paper suitable for copying. Retaining or bosernent Wall backlitl 92% (2) (e) Grading: Following oackfilong, grade treirrhes to the level of Of roofing CIO not (]flow for the n9tqlf0tlon of the innineroil surface cup 1� MATERIALS Maister copy will be stamped,Qnd returned to General Contractor within two limes note below) AC recommerded procedures, provide wafFir sprinkler on all flat work when sheet, In a continuous operation w;th the 2 ply sheets, the installation Butts Stanley for corlyfliq arl distribution. Interior tooting and wall backni 95% su"ound" Soil, AN excess soil shall be disposed of off-site. temperatures exceed 80 dtireel f. unless otherwise dir tied by the Engineer. of the COP sheet shall be delayed until good lieuther conditions and then CtOW LCN '�PECIAI. itqSPECIION AND TESTS Utility trench backtill J. NA,,Oc be installed only when root in reinspected and approved by in(-. Engineer. Locks Scriloge, Levon Design SP4ck3l InSpOctions and tests cm required by Engineer or local Upper 3 ft. Beneath pavements, slabs 1. Signs to be metal Panels Witt) Pe"nonent contrasting characters and Generally, it will bf-1 required that the cup sheet In-itallot-on begin only Flush Bolts - Ives JUriSdictIOMS Ore to be Performed by o- independent testing agency and or structures 95% background complying with state and local regulations arid ADAAG NONE after 7 days ...nirrum dry weather and giod drying conditions. It Witt be Cylinder - Schloge paid for by tile Owner Confroctor !a sl for these with Below 3 ft Beneath Pavements, slops requ�ornents. delayed until vil good rooll conditions exist Stops - lves Englirleer prl.x to begInninQ project (inn be responsible for coptoCting or Orwcture 92% 2 Plovde freestanding sign on metal post in landscape area adjocent to each B. Provide "Red Rosin' (sheathing paper) under hnqm ply Thresholds & Weatherstrip - PEMCO agency with ocloquate prior notice and #a allow full o:cess, to work Oig(lbi accessible parking space. Embed post in 6" diameter 12' deep (a) A loyer of roll sized building paper rhll be applied dry �nce, the in landscaped areas above pipe io,,e 90% concrete fi(i extending to 3* below PushPuils &I K;ckpltes - nCE Generally testing wlit Include soil compocCon, concrete arid roof frming, landscape oreGh 90% finish grade. A CENERAL called base sheet, This sheet shall be placed over the prepared dock coordinate butt 9,10 with requirerrients of K.D. F-ames, Point ti"clK114168, welding, rno;st,.re moosuremdrif as well (is where ioteta in 1 A! oil exterior Pedestrior, doors that are not part of accessible route to All structural members to Us fabricated and supplied ri accordance with AISC surface and naled to hold irl place until securement of base sheet. All hardware to be U.S. 26D (626) finish (Satin Chrome) except where ektiore or specifications. building, provide sign Itrounted on door Lap all S!des Ono ends at least 2". with legand: 'ACCESSIBLE ROUTF' in Standards, latest edition Submit ihop drawings of nd othwwise noted. 3" hroh letters and directional arrow toward rearAst accessible door. Testing Perf4rm*J at Cortrectors' option to tit, paid for by Contrictor. (1) Pay altont,on 10 boss rock ard A.C, Paving placed against concrete at miscellaneous steel. overhead doors B. SHEET METAL AND FLASHINC 2. KEYING TEMP011il FACILJTIES to be sure to achieve proper compaction. K. FENCING B MATERJAi.S 1. Fabrication and irstoilatior rf Filheet metal items to comply with SMACNA Locks of oil doors 4holl be master keyed to a single sy- wells. .Architectural Sheet Metal Ponnual" latest edition. Prepare a (2) Use lightweight, monually-quicical co-poctorl within 3 feet .)f all 1. Provide choolink fence and gates as shown on drawings, All components of 1 StrULtUl`OI Standard shapes A5TM A-36 except as noted. keying schedule and coordinate with owner prior to keying Sligihs, Contracict shall provide ci 4' x 8' Sign Constructed of -3/4' tern eirterior plywood and supported by two 4 4 Posts ernbeddej ir the of uu,,d Where Cori occur between the above values, the highest systerin to be aluminum coated of- hot cl�p ii,alitcrilred steel. ProliAce all 2. Pipe- Welded Ord Seamless pipe ASTM A-53. 2 Copings Typical copings to be 24 gouge galvanized and fully shop primed Jacks (Use KeySec for oil keying. Call Tom at KeifSi6r: to 06LWatoly support arid brace the sign The skin Is to be pointed and DOrCentage Shall govern required bracing. or pfopolinted with factory epplied thermosetting u(,qlc, color as loitered as T Str-irted by signs, pos-ters, etc., 3 Structural tubing to be ASTM A-500 Credo 8 fy � 46 li selected. (C) Pr"de a minimum (if 2 ma"d keys for each lock In buildings, each Ord proolbited. master and grandmaster. Deliver keys, with permoneint keying in the Engineer. All other 2. Fabric to be 9 gouge 2" x 2" Oiago-.01 mesh. 4, All bolts to be ASTM A-307 unless otherwise noted. Provide standara 3 All downspouts. flashing, vents, etc. to be 26 gouge or as noted art COMPOCtiOn tests *111 be accomplished by Owner, Contracll.^)r shall be 3, Barbed wire to be double strand I'itsteal wire with 14 gouge 4 point borbs washers unle, bolt heads arid nuts in contact with wood. Schedule showing key marks arid doors operated to owner p,,ur to reep"lb!e for off retestinq required by tests not meeting 5, a.C. drawings, galvanized and shop primed or prepainted. occupancy. tmmP0i fe6litiO11111 Inn-luding Oil sanitation. water, electric. etc b Use 1/3' x 2-1 2" ramset at 2'-S" a c. for attachmert of well i to 4. Thru wil scuppers to be 24 gauge Utilities. The Coitroctor shall be Solely responallb4o for all other sPecificitions. Contractor Shall assist in scheduling test. 4. Line posts to be 1 87.5' '. 1.825" Roll fonood c-sertlan, or 2 3/8" o.D concrete floor unless othot*wise noted. stainless steel Seal joint to wall '%ntro(LDr (6 li Costs of oil uORTes until the tirre of subatcriftiol F. ASPHAL77C CONCRETE PAvi Standard steel pipe, Top arid brave, oil* to be lolled channel or pipe oil around. Visible portion of scupper to Lie pointed after installation. 3. HARDWARE SCHIDULE 6, Drilled anchor bolts to be 'PARABOLT'. "Killilli or aloproved equal, 5. Guararfee frolertightness of roof flashing, copings and scuppers for two (o) EXTERIOR HOLLOW METAL (SINGLE) tit.-riplifLion. Pratt roll subgrode to verify stability. Notify Engineer to observe Section with minimum ve(tfccl billini strangth of 200 lbs. at 10' spun. 7. Light gouge steel 16 gouge and heavier shoil be formed from steel of ASTWA Ju'l shock. Contrac(or vhd! provilde and mul,,tuin rolling. Remove and replace With COMPOcted suitable material, oil soft 5 Gates to be tubular fromed with braces nd tru4sen required to maintain A570 Grade D with ty - 50 111 Light gauge steel IA 7auge and fighter 6. Ali sheet metal work to be installed In manner to maintain Lock Rhodes - 626 a job shock comc!Ple years. wit" li91rtingi 1111rentilOtion, Plon table, phone. and facsirnite machine. spots encountered prior to rocking. r1gidity, and non-rarrovqUist locking hardware Gate posts to be sized as shall be formed AS Ilif A611 Grade C with fy � .57 ll Detail arid weathertightness and provide a finished. smooth, unwrinkilea appeororce. Weatherstripping - PF114PS Job shock Shot: Do maintained and kept clean and usable for Owner an,� 2. Bone material to be select nil as specified CbOve. required or shown. from I Engineer. "Recod set" (permit act,' of Construction documents 6 Provide corccete Lock Guard No. 184 (Lock Astragal) 3 0,eck finished bui3e rock for Slope before starting paving. Notify footings for Oil firm, gate orid terminal posts allowing fabricate fight gouge rteel per NSI !�tandardsf. Provide concejed Clip at front (outer) face of coOri 8' (at ffornehead) X-0' minimum embedment. Footing- to be 10" minimum diameter at line- C WELDING 7. Joints to be standing searn at cci flat lock seam at back wall Ott (tolerance and rovisiGno shot( be available in )ob shock, Friginear before proceedlmg with Pn,/Img If any site ctoolif have Ingull"Clort prints. Butts - FBB179 4-1/2" x 4, NRP 1-1/2 pr. 4. Contractor ihQ9 heep Site and ad;ocent properties, streals, etc.. clean slope. (Less than 1%) 1. Fly certified flushing Joints at scupoei and leader heads to be fully soloered. Sigre. 'Door to rernaln unlocked during business hours.' welders, Comply with AWS Specifications Where required for thermal movement at other f;c8filng, lop 3" and ifiral Stop - 401 and fillife of debris and organized to rninimize affect on neighboring 4, Asphalt pavog to be Class C mix ODOT), 2-1/2" thick unless otherwise 2 Welded electrodes E70�X, with Vulkem sealant. "orties and terionts. The streets ir particular stiol: to! kep, clean of mud, carlik, etc. shown on (irawings. Deliver and Place asphalt paving in accordance' with D. SHCP FiNISH Door Bottom - 222AV 5 Contifector shall provide access to the site and safety borr-ILOCIGS, etc IP ODOI 3tcncacd Specifications uniesq othervinbe approved. A GENERAL op ped surfaces (not to be embedded in c,;ncrete) with C METAL ROOFING AND SIDING Door Top - 377V cornpllcn�,.e With all salinity requirements and regulations ind good 5' S'OPS all asphalt POv'ng minif"fulm 1% to di"Gil"Cile (unless otherwise show on 1. Gray Oxide Primer 1� Roof and siding to be prefir!Shed pl,�formed Standriq seam panels with (0) STOREFRONT DOORS (SINGLE) drawings), #111 work to cornply with ACI coides und utonclarda. 2 Do not point rnvtc;�B within I' of areas to be welded. Construction 5 IRMING 2. It, actions/testing. 3. Touch up paint in fully concealed and covered cittochrent. A.S C, Pacific standing Boom Closer - LCN 1460 surnfacs, mounted be t3olely resposible for the. Ieqign and installation 1. Traffic and parking strIpFis; to be .5' wide, color white (aT Owner will provide a port-time concrete, inspector rind will calfiduct or damaged. red at **Ids Of 1000tten where point has been removed Ali flaShi,lgk cold edges sholl be of matching Lock - ADAMS RiTE MS 1850A raide thumbtum and Point word taborato.y tests as required to verify complionee *itrl the'. prr)ect 4. Any steel Inserts protruding from Concrete work to be ground Aush, 2. Panels to be gouge galvanized sterill, roll formed to I" minimum standing COMPOtible with lock and keying I rstatins. TEMP(7111111AR,� BRACING compact' in 1-1/2" x 6" lettering in %tolls de3ignati Spec ificot ion . Contractor shall be solely responsible for material with some gouge and f1rilsh. locked/urilocked indicator. Oil temporary bracing, Shoring. arictil etc., ricluding. but not lirrited 2 Provide signege at Vilabled' starts to meet state ana focal standards. romplIcrice with the speCifications primed and pointed. searn and lop spaced 19" a r Fprm ands of panels to provide Watertight Cylinder - Schloge. to, wall nd root bracing. lifting and handling inserts and devices, Gross strip landing area'/walkway wIthin fiftolls and accessible routes (b) Contractor - Schloge 20-013C 1 1/8" rnoil cylinuer - 6'ft across traffic Ions. Cr Shall be responsible for any extra concrete sampling or E. STEEL. JOIST fl,I!Nh;ng lop at walls, siding Intersections. hips and valleys, Sealant Sign - 'Coors to remain unlocked during business floUrs' CfOrt- stripe off paved abrupt to be compatible with ponof finish and match color. trareah Sharing, for", etc. , sr 2' on center, color whiter testing such 09 !laid C(IreO uJifinders tior detertninirig qtrargth for 1. Steel joists shall be designma, lcibr�ate and erected per Sit Stardord 3 Finish to be of Color Selected from 'manufacturers full range Systern to Gontroclof shall Consider ceirestructict toads whenever Su,h loads are �n yellow ' wide stripes 6" u,C.slopes exceodirn� 50% slope with safety lifwq Panels, etc, Specification, 3. tolerances, (c) INTERIOR DOORS excess of nnimal design loads, Particular attention Should be give, to 2. Camber all joists consist of 2 Mil baked.-on epoxy base coat with .0 Mill baked-on silicone Butts FIRS179 4-112 x 4-112, 1-1/2 Fir. Concentrate, 101clid on roof and floor from such Items alif workman, vil H. (0) f lOOff: Maximum deviation from w�th standard corrhers pw above. standard specification modified Polyester finish. Interior side finished with epoxy p,irher and Stop 407-1/4. B-10 EXTRUDED CONCRETE CURBS 3 10' stralclitibridge - 1/4". Floor slob unless noted or trie drawings. backer coot. 100als, gtOeOYe I-J md"tel"10111111. etc ClIntractor shaft be solsl� responslb!q I. Curbs to be no-,Nturnp 3000 pal minlmum compressive strength at 28 days. thickness minus 1/4" to + J* Maintoin Smooth aubgrade without 3. Provide bridging Q5 called far by above pecificotioriti. Do not use 4 Fabricator find irigtoller to jointly guarantee wpothet and ltate Lock S70PD. 2-3/4 B.S. (Or latch AIDS if specifically Indicated) for oil sharing, bf-acing, cribbinq, etc. required to upport conStructior #1'064 of approved equal abrupt changes in elevation. tightness or compotablo, with schloge 8 pin "C" keying systern (b Walls. columns; MGwimuhn deviation from plumb - 1/4". 2, Spread epoliry tiondin s essive ilottod holes in baited connectfors unless approved by Engineer, of entire assembly for a period of toro years from (late of iia'bationtial Lover handles Cliff surface to facelive, curb. Install curb within 20 minutes after 4. Provide shop dromi arid calculations that Indicate, joist sizes, conviction. opolying bonding agent. (c� Tilt wall alignment: kileStIMUM de-iotlon 1/4" (1/8" ol.J PROA'.CT CLOSEOUT -4. Submit shop dfOrlilinglill Of pOreff reinforcing. 9 lauding, member sizes, paral point locations, combats, bridging arid any 6. Submit shbp drawings for approval showiry all panels. joints, Rearins aLA=tJ F Record efrovergs, J Provide jolnis as required. ofhe. Information that may be perthfient to the job. Shop drawings shall altachments _JL_a rectord sot an Site during air pillages of work, 4 Apply curing cornpot-no to Oil Stoll imilined,ablify folloy4ng placement. be Stamps(' by an Finglinear registered in the State of Oregori. and fIC3hings. Fabricator to provide attachments sufficient 5 Use Coutlon � FORMWORK, AND SHORING 5. Provide Inspection report prepared by the Product Erglinear cortifying to resist wind uplift. b Aisruratelly rttcOFd oil ll changes as i I ey occur rhow ulf In Witing work that requires trffic on fre.,h pieced clsialholt 1. Contf`cictor shall Us safety responsible for proiltifrig the necessary 6. install panels over 30# spholt impregnated felt topped 4" at all sqomg� A. GYPSUM F30ARD Lf) s in the work arid tI,P finul locotlon of of povii Check condition of paving nd verify schedule a, start of work formwork arid sharing suittible for the Conditions Involved arid tomputible that the joists have been fabricated according to the design ossumptions 1. Interior board - 5/8" thick, U S. Gypsum or kaiser.utilitie Jridergroun with engineer. vil the finished appearances. and requirements, Report is to accompany the Joists on delivery t6 the D. CAULKING Af4D (a) Writer resistant board - provide at restroorn walls and within 4' C)f blUep's. utility 38- built arovi (-arled up pro)oct. SFAI-IlqG sinks. in is) lothll be subrinitted cis soorf JF the work till Completed and I SIIr UTILITIES 2� Ground formit. To the extent practical all looloted footings should be 1. Caulk all Jolmts belffeen concrete ponels, wood se!ng panels, dissimilar 6 Joist eroctcr 1hrill eyerciso extreme care during erection of joistf; to materials, (b) Type X Board - (31 firevialle, sepuration walls arid cleringIrg walls ot later than the request for payment for the walk. General. ground formed" or partially ground formed. Clean Oil grolind formed Ono around all door and window frorrem dino oil other locations and as otherwise indicated. Frevent the jalgil.6 from bucil laterally Use Spreader bars for lifting as required for weathertightness. (C) Dolivoll, "rii set Off documents to the Engineer cm cMy of finall ided by the contractor sholl footings by hoed and uric coution during concrete placirq to ovoid cove- Joists and provide lateral bracing as necessary. Rerr,.ve any damaged completion consist of fmishing ins. 2 Applief to examirts joints prior to installation. Remove foreign material all In,or, materials, permits, tuirvelying, supervision, coordination, 3. Choir-.%, li *-forcing steel shall be oequate to necurtilly support and )oists from the job site. Do not attempt to reinforce damaged lasts. and moisture. Proceeding with work signals acceptance of surfaces 2� Gypsum soffit board - U.S.G. Exterior Gypsum Poora, 1/2" thi.ek. RiliterNflon. Patention of a portion Of the payment due Ila the Contractor and equipment necessary for the proper In3tollatior Of th, storm hold rollitforcing steel In place. For f�orncreta stab on great and tilt ooll 1. Provide backup vinyl or rubber filler rods on all joints over .3/6" depth nags, se*or System. land the Water Illyslems that ore indicated oti these dtowingli The work Is to be Completed so 09 to pr"do sealant manufacturer's recommendations. (a) As--bLJht rcivings are provided. (Portent for urderground utnItlel Dahill reinforcing Shull be supported at not logo than 48' o.C. E.W BOAup rods to be minimum of 1-1/2 times joint width. CoM,)Iy with edge beads at all exposed board edges and where will normally require rhall be installed as per AS1`M C754. Prn,A.,,e nquare rnetal will Ii -lifthlifId uiitN Off Of if's following ore provided". dral* F. LIGHT METAL ffARING STUD WALLS 3. Accessories: Provide motor corner beodii and fasteners as required. I Steel stud framing cyl-bull' drawings be proviticid propor�y funcCornng system& that ors? acceptable to the governing 2 MPIOI stud wall tracks are to be attached to concrete floors with minirri 4 Sealant color to match adjacent moter-lels Obtain engineer's color III Equipment brochures, QP9l Instructions provided C REINFORCING 0.14" Dia. Y 11' Penetrilltior, powder-driven fasteners spaced of 24* on approval pri-, to ordering. Obtli dissimila, materiats. authorities and as Indicated On theme al ilil I All reiforcing to be ASTIV A615 Grade 60,egcopt ties, stirrups, and dowels 4 ft"anVes and quaronteen p,oAded. fide 40, Finish �d IkIn Waivers provided. (b) Approvak Different )urisdictions ray proi the use of cart ilm to rnoionry to be Cr ' 5. Apply exposed sealort after painting or mask sealant beads to prevent 0 Contractor and owner ronstruction materials and/or procedures. Do no work witholi 2. verify weldability of ll reinforcing (C be.*aided Metal stude are to bear on'full Width f top Ord bottom track. (a) Tape. fill :znJ ,iond for smooth finigln at all soffits on1 interior f ourv.4iist co,ractiorl, compItte approval from the proper )uriediction Cost of changes Use only low hydrogen 4. Stud spacing to be 16" on clentirs. Pulli by8r except 05 noted at exterior Plywood siding, Ve,ify Certificate a' occupancy from bulding official. 111cuc.d when (00X�) olectrodes. compatibility with point if sealant applied after expused iturfrices except as noted below, W with Current phone numbers. 1 Fobirtcate Ord Install reinforcing Wfoot accordinl to the Manuel of materials. �9) Lidt of subcontractors work hot proceeded without jurisdictional approval shall be the safe 5. Wall coverings to be attached per UBC Table 47-G Or Table 47-H. (b) Interior olis cit warehouser *Jectricall and riser roctill arid wells expense of ther contractor, 6 06 Gouge srrawn to be used to connect metal framing except am noted on above flnich ceilings to be fire taped only. Prqctice (a), Concrete tilt-uP wall joints, two--p-3i Clear up, All r vas of the building and ite ore In be �illlshfd. cl,-.cmed (c) Safety. -1he safety (as it rdlOtts to this construction project) of Standard for Detailing Reinfrocod Concrete Structules" ACJ the drawings, f1fastomeric Polurethane 'Y- Standard 315. 980lont complying with ASTM C920. type M. class 25, grade NS, Chd flialtalifle fOr occupancy nd/or si ithicive 61,olns ano wash glass workers, neighbors, and P09981's-by lit to tie the responsibility of the 4 Provide 2'-0' x R. PAINT inside ar,d outside. Remove firpreign Moffat, rnarks, Stott,%, foreign point, confroctor, Unsafe coinditions shall be identified and corrected or. poured-in-plocip wells at all comer-, 2'-0' corner beirlif to enotain knifing grade unless otherwise recommended by rncnufactur*r, 1. Manufochur"i Pittsburgh, Pratt & Lambert, Armeritone, Roiled, Fuller, horizontal reinforcing in (b Door and window frarl - dlrl. etc, fight all finished surfaces �nside and out. hardware. fixtures, identifl,,!d and secured. . Work ritethode that may Cause an tinstife and lnte�sectlonm. silicone rubber, non-acid, porous bond 011ympir, Sherwin-Williams. and Dutch Boy All colors and sheen as equipment, ate. conditior, to exist, Shaft be avoided at of, costs A. ROUQ1 CARKNI"IRY type at joints abutting concrete of masonry, acid non-porous type selected. Conform to UBC Flome Spread r9quiromemt. Provide tip to five _AZ 4 crier to occupancy of the building, the General Contractof, Mechanical and (d) Druwfn 5. Proide the following reinforcing around *011 openings forger then 30" x I Lumber speciii 11,,d grocies to be as follows unless elsewhere, foot wide full building height 6oInt--outs ci?s, Dratill provided One basso on reported site ronditionvit 3o". therwise s own on of exterior wall showing all Electrilrol Subc,ltntraCtors Shull trhodule and cor"kict an orientation ond ( rrionsions Actual site conditions, or dimensions, may Yory and over opal x o;.#nir.q iti Ions: (per USC) (C) Plywood siding - silicone rubber, pointcble, apply prior to colors for Engineer's approval before starting work. meeting wnh the Owner. Demonstrate alreratlon and hiall-terionce of plus 2'-0" Soch tilde painting and tool smooth. 1.5, Prior (a) Ferrous, delivery operniting moruall; opportunity. Unanticipated Conditions may require the r,!v1h;on of a C 2 #5 eqeb si.jo of opInip E. INSULATION equipment and any swcIn variation Should be reported to the Engineer or the earfleaf to) Joists, booms & stringers Douglas Fit #2 unless otherwise noted 2 Exterior. 2 #5 url 0111049MIT'll x Opet fig width plu�i 7'-0" each side. 6' Morn. And greater t)odma Drauglas Flf #1 (�Olvanized Metals. prime - one coat rust inhibitive the 10 Ortuirioncy of buildirig, 4160VFT 041 Kill and keying s0nifillillist to Portion of these drawings. All dirrionsitirly shoot be vifffifted in tile d PrOvidn 90 d8girde hook y x full story height, and stringers 1. Roof ;r%uict�,,n prlmer (omit It shop primed Of prepainted); 2 coats exterior Alkya Johan, 01 ` 0 T R Ail corrective 1b for bars of openings if o blocking, bridging, Doug. Or hem fir #3 or better Enamel, SGInni-GIOSS. 0aint all Weather exposs-ol faces of flashing field by the Contri prior to fabrication of construction at any re 44,tensiun pst opening cannot bolt obtained. (n) resting Do not install roof Insulation under plywood until .ill" arid the "00100lut" Shull occur on a timely basis portion of the proposed Work. a., & _9c Prefinished flashing on imilde, parmpet walls (not visible from 6 Fir auto bars at top and bottom and at cliscitinflnuous T; ffaming and Plywood nnoistura Lorittillift Is lat-il than 181. Moisture K (6) POrrnitg The Contractor $Mail arrange arid pay far permits. feus, C) Stripping Dotig. Fir 13 or better ground) do not require point oil riddle.1701"ISM)f.110iiI 9CHFOULE/'FINAI- lliSpErTIONS @ads content to be tested anc, certified by independent testing facility (b) Hollow Metal Doors and Fromlis. Remove any rust or scale and pot Contra-tars at mormaill rilciureirt to submit 0 schedule far the (01r,ple'lor M *C111irtifill-flif of Inspection", prior to tinaking if the work Property executed dowil footings to match all vVirticcl! wail, pilaster and flf� 2 x 6 Studs Douglas fir #2 minimum of four locations on roofs up to 20,000 s.V With prime a required. Two ciatit,; Exterior Alkyd Enamel. Semi Oces ci�service charges and Inspections and Shall present the owner with a Provide d 2 x 4 studs Doug. Fir "Studs" or -aid" or betip, Test to be Pelformid upon plywood, suDpurflns and purlins In -1 Part o7thlifir P'OPC19a) The coimplet;,m of the work on o Column 16illf6i (Piturtild Iry nince coiu -ins and WOUS) applicallort for poiltmerit for cry portion of the work. if) SININ ledgers, chates, Firms-aire Treated Doug Fir 02 or b elf tot all su'faces. Ulf JIni;( owner and i doo. All work methods (Ind moterl,31 shall conform to oil JeCoi, greoter� tImIlly britis usuIlify has a ficioncirl impact on the to (f) 11. Lop fill bars in intersecting foritings, 2'--D* or 30 diametert; Whichever Stripping, etc., in contact additional test location for each 5,000 s.f. of roof area. Gypsum Soffit - Pointed: Ore coat 100% ocr�lc latex alkall proof consultants it ;s also in our interest (Ownsw/triginefir). stolis and federal requiremorl regulations, and laws. with Concrete ond roof curbs. Certification to be received bY engineer prior to start of primer-seul. Two coats 700*4 acryl latex point, DA IT At Irlitullatlon. low gloss Final the point 9( complettorl, r 9. All vertical *off roinforcin to be placed In center of well unless cents and calirrs. coot t sayed and bbckrolled at cont,acter's Ontrnctor shall notify Engitill Shown of1hervillog ilgii writing) of the anticipated Schedle for Inspeglictris. the Contractor 7. Material All rr�otorlcit* used or the work shall be new, Trade nonif-s 10. Extend reinforcing on drawl� (9 Posts, olumns (gown) Douglas Fir #1 (b) Mciff-riol: ribertiloss bitts with r-value all shown n drawings with option ) Mask of cut to irsure straight, smudqe-free times at SCALE to within 1' of woll and elol� ridges, paint pattern edges, "I cOrt"PlOte tile Own final ln#MOCtlon ohd reirispection to check off derl thorgictor and qu0I1tY Of equipment desired and Substitutions Moy bill 11, Roof, floor and all Orathing to be APA rated sheathig, Exposu,e carrier to have flarrili spread rating of 25 at Ill smoke density M Concrete -- E108tornefli; Coctinq7 NOTED 94135 (h� SePOlat'll white vinyl w1por barrier at conditioned qlaff. Vapor OdellPleted work Ne will then murke a final inspection OPPrOved. If in the opinion of the Engineer, in,!? proposed subititutior, is COntlu,.tor it) design and provide additIonal reirforcilq as ri,quirrill for 1, conforming to APA Performarce Standard PS 1-83 and axleept NER- rating of 450 or lers, parmeance of I porr or logo. O)Coot, Pittnburgh speed hIde ulkall resistnot primer G-3 using the Continftfrif's purichlist. ex lifting tilt wall. 101%. SOO drayll for required thickness Of sheathing and/or sporl SO--4c@g to be reirribiorsed by Contractaill POCtelf ta perform properly. At: Costs clilloclated with the re,,4aw and' 12. J-1010 (4001ril In concrete that interrupt relrifamitig - or"de rAatfnl. Install roof and floor sherith1mg with long dimension (c) Install Insulation fight to roof qheathirg. Staple vapor bort-for (2)Co6tB, Pittsburgh Pitt--Fiex acrylic elostornef;c masonry coating C"Eam., use of a proposed pubstitutior be the responsibility of the teplalbimprit litinforcIrq each Side, game site. extending mininnunj So tightlY to roof ffOrl"IM(I sach side withmit wrinkles or nags Square Time requirod t 'V OweW/Cnellultdi"Ito otter 3 we** boyltirld time DfOvided Contractor. perpendlWil 4-liO. pyfte rorvirni-for in his pr�posfcff for orhieving final cormplotion d1ornalidirs. to stIPPorts rind Stagger end joints �urltess noted cut and attach ends for necit flirfal appearance. Provide support Total dry film thickness not less than 15 mi�i filiff"fiftOC11101"I Of pundlM I(St ItAche that ti -non tolin one (n) ftte, lines. otherol;%@ In dtowiq9). Ust sOacer to provide 118 end and glage, ed (e) Plywood Siding joints, fricluding tongue an groove joints. Install 2x4 or thicillor Wires for llnquiatior� ard il barrier wfth Stagger pattern riot IX/14A7URIALS exceffirl�"q 12" wire suicing, Two coats acrylic latex paint - io* gicittrif IJHEET N Copper Pipe. Hord drawn, type 'I" uncher9pourld p1p;hill, Conformig to 1. All concrete.to bif provided by n rerldy mix plant islo bill ttabliatiRd blocking at unsupported joints Ir, wet.I Sheathing, Hlocl� roof or 2. Exterior wall and stiffill Insulation: J. Interfor: ASTM F3-88 Fittings Shall be wrought copper. Soldier off )Dfnta and quality control Proqrorn arld Standard deiation data Im, tornplifince ivith Act floor shedthing where Tioted or, drowlr'93. Fiberglass blanket with R-vour as shown or, drawirign. Blanket to be fittings I G�rfum sholliftnIng to-lie 112- thlCh f1sph011idd gMfjurn boal (1U) General - NO coat. alriefts spray ',-jff-whlta latex) on: Prior to placement of corcrete, Ptoviiii roll diSvign for each lj� Gluldlin beans on conditioned slas with Kraft barrier where covered by psi per AIM 117 specificallibri, giria2umboord, F-25 rated fatil flarrier where shown to remain exposed. 1. Irlirlde face of the erterlor coodrate welle Ductle If-on Pipe (D.I.P.)- Shall be (ament-morlar, iielimil ond shaft tAft of Ocnic 0. "JI111111HY lubillill4d 08 10 this 0711 Of Pritiploso-1 use. Prior '11rinfref Span omisklotfori 24f-v4 �3. Perimeter iroulatiam. rigid -i-etharle or extruded Polystyllere with 2. Gypsum board walls in the warehouse inclurling warehous.! side r' to PlOcumO.nil,Of COAcr eta, p-ovil mi design for oath t)lpe )f no,rate. Cantilfteer Sports cubiricition 241-A offices VLMI( PLOT CATIES: Avonu mfnlrnijm R-6.2. Install at exterior Perimeter mf inistrictir slabs where 95 10'38.30 0, 10565 4126 r1l"etfircl, telephone and riW roorm walls 11" 5 0272,MEC 95-oft 7:2 f 26 ej 94735,46-a _ :5 22 MIT SET ro-14-1.5 `1 T7 PER docillilt-111. file doctillivill is or flip111111111 I I INCH MADEMCNifft 4 I,fill I Ill 11 Ill 111]111111 ill 1,111 Ill 11 ill I ill 1111 CD 30 X r�f:r tONS11 1. Cit. , • I t> hYws y ti l�' ry• N f T 1 J , w , n n: , .� '1,, 15'' ,,• i A� 9'1 WIT r 44 rjt�, .a r• 4• is y G r ..�' 'j �,'_. ;'� r•, �� '7 +e' •.w• s• •,v a= :rriI 'c x (� r 1 6 ! f. 6 ,u ♦ f. f. d v • 1 ''{3 ".�' .f t-l• ,.�,'T1' �♦,",'1''PT' I�x�T`- J . 1A ',�' �A. r; +� .. ^t ,0�0.., ,.k,. F',x, t ¢:.- }•. 1' f' �,y.�( .s 't. •1a" rk�Jl ', � .1^t'' �►" µ '�i ,FnS- T• � :;'1 T• II` r-�•lr ';�w �.lC d .'9 �V. 1 �' ,.� irt°'Y,. .� X ��c1 .-. � "�'F� ¢: 8 ��.1'..e Y.alar �" ,R•,. 3/4"CHA n'i At I I/2" ; ►y '°u 1r 'f �. .5:.,1 '.' it}I !� a !F�t � P " _ #r i3F' t..t. , ', '' 1;,;A+.•. CORW r# 'p• '++Ts t..• J•Y� �. aa'.: s C,1 ll! FACE CENTERLINE t ' y�y► '•iCl: .t; �.r OF GGIw SPAurmm( 4 CLNdC GOl• ` M, ,'�.►,' ..i. •�, y L FACE " 4t 51WANL CC)NC. PAp Ci 9 R "-"-._.� _-. t . "�-r— - _- - .6fd'�, _- I _. ---- --- -t- .__. ---- - -- ►�R_- C/L. OF CONC. COL. I 77 ADOVS • T 29 `'t 'N` ,. - _ - I -- --- - ------ ---- P�-' - - 'k• P� --------------- A_ O- f r--------- '-------------------------- ------- ----- --- ------- ---- --- -------- K ! I I , • 4 AS RF_QJIRf=D ' .ix •.q,4. ,,.. J 1 1 , r t • S ,Y,4., ✓� 1 1 I I ' 5ra' 25-0 1 N 2P>" DIAMETER SPANDRELS1.- j, I J CONCRETE COLUMNS - YP. r` _T O O 'a'• I I 1 (TYPICAL AT SPANDRELS) T.O.F. f J (TYPICAL A7 ENTRY i 2 "�"�" , I �'- _-_ _ - -I' ' - �j 'I /L U.0�11_U)tl+l$ -fi' 6 O I _ P o _ --- --- -- - -- C. J r -- --- ---------_- - ----- ------ ------------- ----- --------- ------ 4 / i� • 2 r� ;O I-. .- -- r_._. __ — -- —_.. ._- —-~ --- �✓ i - J ynV i ri __ \�✓ [ , 1_ =may r - ------------ -- . ` 1 J - - -. --- I----------------------------- --_.._... �. _y _ _.-..-_,-___-_.�- _ ..-__ _ 1 I G. C. J�� 1 _.__ --- _�-_ _ ' ' �J o - - C. 2 -3 i OMIT FRNTRY I 1 T. F. S-2 � I !s I 1 ' ♦ I ' ..i. i 6" CONCRETE Sl fid/RS AT 36" O.C. i 4 OVER b" CRL f*V:) ROCK. 12 -I'-6 P. ''moi c�• i T. (TTP W.AL. AT INTERIOR 1 i �I 1 i 1 r• � + LUNM U.O.N. ! I I 1 -3 G. J. - ---------------- --- - ----- ----- - -�._1 - [A�q• tl ; ,i + 1 4: L_._ -_„►r/•nr t .. l _ _J l O ------.-_-- - - �/ &-12 P- ?5- �/ O f3'-I �---+ + Al AAT-0 T. P T.O.P,- , , t I i.. . / I . 325 + 3 IMS 16 ( - J s2 2, r S I S-2 5-2 `-1' THICK ivRE.SNFORCED) -- I CONC" SLAB - --- ---- J ---27-0 22-fd' r ! J —__ t . yl -- -- // t I0b' CCNG SLAD5_2 5-2G. 7! � . . _ A� W/ *5 A " O.C. HALL 5EE--- ------ -- ----- - ------------------- - OVER br RUSHEDG-5_ C - -- -- - - --- -- -------- -- -- - - - - -_J ;/-� ROCK TYP. OF (2) n \./ -5� - --"� � i r . . - (n\- --- B" - -- --1 �,--4, - -- ---------------- -- ---------- ------- --- - ='\` _ ._. - 4 L : _ 5-2 : -�- --- ------ ---- 5` THLCK " 7. -4 P.I 7 L� SIM. J. �B�SIM. n - r _ <UNREI►�ORCED) f f" -� 3 _. y --_ G. J. ` ` ~ ;- I `3` Col SLA10ED � , , 35'„�• - 5-2 - 26-0- St �" (7 -- - --- ------ ---- ------ ------ - - ------ ----- ----- _-- ti -- -_ — --__,I _ FACE of SHEATHn4G - � ON WOOD CANOPY i +4" II'-4" sARIhAGF EW-LOSURE µ_ T.O,F. SIM. 1. P J 2"8 ►- � iD r 1 .�- I A 141 III TS t i• I ter/ *14 " I - - T I T , M FLICK ( FOF2CED) y S ` .- __._..._. ---- - -J �1 13 52M OC� 1 i�5-2 G SLAB \.y r , , AS REGUTREp -_ - ____�____.—__.. �_ �-_ i „ I - R@TAININC' 1 _ _ __ _ _ _ _ I I - -- _ C_ J HALL SU 4 ..., c ' 4------- --------- -�-�T --- -------- ---- "- ------ ---- �------- - ,- --j--- ----- 1 I \ i - - •«-__------ -"--"--•� �'_-_ 1 E -- --'-- ----•------ " U � -4 V - � SIM. � � g \'J E 3 I® � S-2 IM. P. J. �� SIM, P. J. . �- S-2 ',� - _-------- - _ _ _ ---_--- - °1 �- 12 t 6 Pa' 72'"x"- - - - -_2y-& 6' CONCRETE SLAT! REFERENCE J W/ >�S AT 36 O.C. Fi r OVER 6" GRz*-D NORTH ROCK S-2 FOUNDATION PI-AN rl 3i Y I COLUMN AND FOMING SCHEDULE NOPE SC�4LE OF I'�R14WINC It: 3/32 = 1'-(1d" COLFTGI , COLUMN/BASE FL. FOOTING REINFORCING NOTES r �I T-S- 1 !C 1 x I/4" 1'-m" X V-p° ;c ?m" -- (g) - 05 EACH WAY ^_ U T.S. 1 X I X I/a' b'-G"X Pa'-6" X 20" (8) - ms EACH WAY S TES- _ ___ �. b O3 20 DIA. GUMC. CL. 4'-0" X 4'-�" X 12" (4) - �4 EACH WAY SEE DETAIL. 8/5-2 I. U1 to DESIGNATES FOOTING STEP. SL°E L�F?TAII. _ q "X" O CONC. Tilt PANEL 2-IO" X 2'-0 x CONT - _. --~-- 2. DESIGNATES DEPTH OF TOP OF FOOTSNG (3)__W9 TOP AND MOTTOM BELOW FIXr-44 FLOOR. � 1 05 CONC, TILT F'AWEL. 3'-0' X 21-v X CONT (3) - 05 TOP AND BOTTOM 3. X,' DESIGNATES COLUMN AND FOOTING BF1-OW FTJIISH FL.Oc SEE Fc�c7TJ11G 5[%HFC:!!LE CONC WALL I'-6" -X t'-p' x CONT (2) - x4 TOP AND - ----- ----- — THIS >�ET. - M1# 4. a DESIGNATES PANEL TYPE. SEE SHEET 5-5 O CONC. TILT PANEL S. r S. PJ. DESIGNATES PANEL JG�.NT 0 CONC. TILT PANEL b'-0" x 7-0 X23'-0'~ 8) ��'BC!TTOM --- G�R ODER PANEL -- -� � . •,'' 1 TOP i. C+..T. CIUSNATES CONTROL JOINT SEE Cf-'TAIL _ 1 �9} i:�:'IC. TILT F'ANEI 3'-rD" X 2'-2'- X CONT TOM g 1J COhItRACTOR HAS THR OPTION TO ADJUST ~ --.__--.--------.____.._-_-_ ' CONTROL JOINT LOCATION SUBJECT TO AN ��ESIC'N SOIL PRESSURE. 2000 PSF APPROVAL BY THl4 ENGINI�'2. I o SOUS ZNVESTIGATZOTa 15Y' �iAMES ! MOORE (DAT+�D AUG. IbTH, 1918) VLMK PLOT DATES: �+ s 5/6/95 20:12.49 r. 8/18/95 8:4$59 o, -2z-q�• , •` 947355-1 7/10/95 1&40.5 i bP,N_FI. t'..1.14W FI GNff IyN,GJM IT I:N�Y _== VAN DGS%4ELEN / L001JENGASCHOL-LSBUSINESS G F �� C11ECxE(? pAT[ CENTER � QE I N .� RMIS AH'✓ 6-14-`15 MCGARR�GLIE / KNAUFUILI�IN� S �,-'�''`'rte 6482 ' "Air ' •�''+ 1 , ''+_ .7 « ' ••'!. r. '' •.-•I+._ .____._.__..- _---- �+bAWIJL.1 40L1`1\.11CCrX1 ✓ I `; OatJAN I FOUNDATION nus Avenue,10565 N©. DA R VI41pNS` 3933 S.W., KELLY AVENGE N ' Af 'it.' euP 9s-0x72,%IEC 95-"* / PORTLA!�iJ, OF.`CON 97201 (5Q3) 222_4453 �F3 E KNPv or_3L *t s4'eV• J 1 1A 0128 • t I / . ,y c 1.ti r y ,t it " , a• +sYnrll�lr. Of �{J rL t r ��r 5�-22 —Ir PERMITS T 14-'�5 C3tib Se�T '1 --to--fig' 1 If 111k notice appea s clearer (11;111 the document, the duc11menl is of mal-011;11 l�l�i�l(I�I�1�1 i{II1�i�l�1�1 ! 1111l1111(111 I I`1l1Jill;11111 111111111ill Ill�llili�l�l�l i I�I�I�I�I���I i('11TI'''111111111 NCH MADEMICTIA CD 1130 X lll�llli Illl�lllllllll�lllllltll�flh�fl�lflllllll�flil f11 IWl,ltll�llllll r . . 4_ a,.",,gin rn�..•�o�rm. �, > I 1 I f 1 • � r-- 3/4' I/l''o" MAY, SLOPff's TOP AND 150TTC+M A CAST I o 'r �k?TTii: IP' W,--'OD FC.WM 15� FOR P10 CAST TILT Lli• BALL 1 kx, k f 11411EY. 11° wOM I•4T 69PORE / 04 DOLLS r 00-41r,-�$r _ CL*4"T'! POUR (0 PaVBNt t - °�f AT 4'-0" O.0 DENT OVER ► ALL fAR OR USCG 1/2' DA THRCADED ROP X =•••V ET��aE 4NCal E A7 UJE�•a0 DOOkS IN LOOP INSERT OF FLU5H SH$LLL A� . �i1:'", `- LA ADIUS TOOLED E1hiE 1 TOOLED PANEL EDC4- ly TE rEY AT MID i .,STEP f^ex1TRIOR GRADE I!4" - G6F'rN / TAKE SPECIAL CARE TO AT MAN DC<)RS v~✓'`�'�~�'� 30 x TYPTCAj- POUR JOINT (PJ) SII n-AR THOROUGHLY COMPAC + P•7. 2Kco Nal LE}Z SEE PLAN 1 TU COLD coNTROII 30I:NT EXCEPT RUN ""�--••--r'-----� ,� Pa,IER'Ik�1T AND 51-OPE 5L.A0 I" IN I'-0' it"Idl REZNFC+RCZNGi TF�11bf711GH 30IN1-, BASE IN FRONT AT OVERHEAD DOOkS — ° tz- 0- —YI of o.H f�00Rs i ALL GON9TRUGTkNI IOZNTS TO GE G!)LJ�C c MITRCJi JUIN'S -- � ,-- �. �, Oo rte o LOADING DOCK i U 2-SM PLANS AND Sff2( ZC.ATIt�NS FOR T r Pt AW I I ( I I LOCATZQ►! OF JGII+IT. x ~� I _ I i • _ COMPACTM BACKFIWL At EACH A7 iIM. GOND \ plr 5ICX! C7F WALL - 1 ..F2t6H� • 9EhD PANPi hfi7�1Fc7RGING INTO -0. `�-- - - � � C 1T"RSL JOINT (C.7.) -I () ROCK TNSME \ 5LA[i !8'' c?V1ER o4 v. -TILT UP CONCRETE Wac+ I —I -� -- $HIM PAN91-S AT V-0 O.G. MAXIMUM °o ��� 4", -� UNDTSTUIU . (IrITIM r1IRlEE SHIMS PER PAh�)ANGPAr+tl RE;vFO1QGING __� 4 E+AR_t9' / - 0Irk WITHIN i4 HOURS OF SET1p1A E• AT i� C4' TCH FOCTThG/ 71F T T 7R6 RIGID INSULATION TO 4EARTH AIAD COI ED E�kaE ) 4 X I'-•0' SMOG .H CaREASED - f " BELOW GRACE _ —_`� Cx71.EL AT :-,fl' ON CFTvtIFRNFORCING GF'IVT�t IN 5L4D � " c) FOOTING SIZE AND 8" CAST IN PLACE I I REINFORCING - SEE �• CONCRETE DOCK WALL O _ __..__-. ♦_- o FOUNDATI,_,N PLAN SEE RHTAIND1 4 WALL f-6" . �.---> VERIFY FOOTING SIZE ANC 5� tv2N� �T " • • REINFORCING 5-2 '' FOOTING SIZE AND REINFORCING Sm FLAN G-5 AT FOUNDATION PLAN DOWELED ?)INT IN5TRiK:T2ON$- 1 - GWD11) ENDS C+ SHEARED Ci"WE1 i'O REMOVE DEFOltMITIIES. .. 51• - Z -TO INSURE RlI 15 P 10005ARAFTER TROWELING 5L.AB 2 SLAB AT WALL POUR JOINT 3 SLAB EDGE AT DOOR OPENING -� STOREFRONT ENTRY - TILT WALL C DOCK WALL AT TILT—UP WALL FOOTING STEP TO ZN5 AT BAR ISP AW-U &G r TO JOINT 52-2 1 - -,-.& SFDN-1® ' t I'- 5.FDN-i8 _�'�" S.FDN-I: '•���• •�; "'•�'. l�3SZs7h2Al.L1 AND ✓>rRS]�.! - - -' j -GREASE GIVE ENO OF BAR S- _ ~- 4 -AL1. CGNSTWXTION 10DOS TO BE COLA GON7w,,j. JOINTS 5 -$EE' PLANS AND SPAC11-ICATIC>*La FOR TYPE AND LOCATION OF JOINT NIgOL -70NL c.J. PLASTTG STRIP CZIr STRIP! w �_20' DIA. CONC. COLUMN 1/8' X 1/4 TO 1/5 SLA15 DEPTH V5 VERT. Q STOP REINFORCING 0'-3' - 03 TIES V 12" O.C. +� .D�' a� �• CLEAR OF POINT _ PLAN NOTES. I I/2' CLR. I L R A STIFF FORM OR GUTDE TO ESTABLISH A STRAIGHT L•AIE B�C.%RE INSTALLJ':,;a PLASTIC STF2TP � �'\`-- ,3' X 3' X 3/8' CONT. STL. ANGLE « WITH 1/2' X 6" HEADED NELSON 2 I1�TALL STRIP STRAIGHT A.�p TRUE pEAR7.Tir PLATE - VY THICK U.O.N AT PLAN, STUDS AT .4" C1G. (2) - �5 CORNER DABS WITH 4- 3/4' DIA DRILLED ANCHOR BOLTS / 3'-� 9 OC NOT REMOVE CAP UNl'Il. AFTER BULL FLvr TING 9/w�- ��(PARANX.TS OR £C2UAL) 5 lt'- MINIMUM --- / ENlBQSMENT 2" CLR �- _--- =� DIA. CONCRETE COLUMN L ZIP .ST- 1_ CONT�C�L J �T �,.J . O ® I TS COLUMN - SEE PLAN - --- - -- f8} 06 VERT. PER PLAN 3'O' �.N T C ) TILT-Ulm PANEL /PROTECT CCI-"", FROM CONC;MrE SPLATTERS �3 TIES 48 12" O_C. ' 1 1/2' TYr. I ' BY TIG�HTLT' WRAPPING WITH Islb BLDG. �`--" PAPER_ TRIM FLUSH WITH SLAB. W/ X 1/2' DIA. X - 6' SEE ARCH. -� �- DOWELS TO MATCH VERT. • /BACKER ROD. PLACE IMMEDIATELY ® Q � I � SLAB REINF. Ll X 4 X I/2 X0'-6 1/2" AFTER SAW CUT (ttAME DAY) -- REINF. LAP 4400 O SEE FOUNDATION PLAN kNEISON DEFORMED OARS SAWN JOINT, I/5 SLAB DEt'TH, I I BLOCK PUT SLAB FOR COLIMN. FILL / I ' AFTER COLUMN 15 PLACED "-THICKEN SLAB TO /FOR SLAB THICKNESS 4 / AS ?1 S TO F WITHOUT U EARLY I / 12" LAST :-6" 4�- A5 POSSIBLE. WITHOUT SPALLING --- CCN-RETE, G� NOT AIT UNTIL, TH€ - Q( — .. .4 ! i 8" LONG. WALL W/ 4 AT • FOLLOWING Y. cid // - ` GZNT• Oj f I I COMPACTEL' SAND OR IN O LLC. EACH WAY AND PROJECT 18" '/ERTICAL • • 7v X 4 X I/2" X 0-fi' ANC BEND INTO SLAB ep . r _ 4 ar � GRA VEL B.4GKFILI_. DO - �----- _ . NOT FILL WITH CONCRETE. N ` CONCRETE. APRON PER PLAN - �SEE Fc7UNDATION PLANiREINFOR SIZE AND ' I'-0" X 1/2" PLATE STOP REINFC?RCtNC• P-3" r REINFORCING AT CLEAR OF J.;INT FOUNDATION PLAN I , - FOOTING SIZE AND REINFC`RCING . W/ (4) - 3/4` DIA X fL'-fo` A-- — 17 FOUNDATION PLAN . \ NELSON STUDS AT 0'-9' C.C. �• ^ N A'-� `I" C"IA. OPENING FOR f.=T SA�.1N CONTROL ��II V I_C` �1 0'-3" CLEAR I � \ EASE OF PLACEMENT `FOOTING PER LOCATED IN CENTER PF • _-__T� _SEE FOUNDATION PLAN FOR SIZE g REl:!•1F. V__ PLAN PLATE 4 1 SLAB ON GRADE JOINTS -! INTERIOR COLUMN AT FOOTING 8 CONCRETE COLUMN FOOTING LOADING DOCK _ �� SLAB EDGE AT CONCRETE PAD !! PANEL CONNECTION 11; = I' S'1'pN-!4 I" a I'-0' S2-8 F r I' - --- - _ - -'0 ^ FDN-Ilh —i" _ I'-0 S2 - -�' FDN_2Q' I I' .M•'�,1 y 1 Y. 112 BEARING PLATE W/ (2) - 3/4" DIA, X 6" / DRIL.LEC ANCHOR I3CLT5. 5 ►/2' MIN. EMBEDMENT COn1. Soallanf end FloMtny Al T 1/2" rYP. TYP op /of•Icm. ^_ T.S. COLUMN 4•rkthe Atom• Ir'Eli PLAN / . PRCVIDE 3010, A. G. BUILDING t PAPER AROUNC COLUMN TO I' i LOAC+ING DOCK AEl0VE FLOOR ANC' TRIM FLUSH 2- 44 CONT, AT PERIMETER -- SLAB PCR PLAN WITH FLOM AFTER PLACING CONCRETE _ +' SLOPE SLAB I" IN I'-0" o I /AT OVERHEAD DOORS -- %—mof"sf Wall Panols F x 4' x 1/4" x &-B' GALV. ANGLE W/ 3.4" 0 PARA50LTS I 's w �'-0" GL.EAR -"-...- --fled end Turnbuokl• Srucfng :J pj #4 AT 16" O.0 E.W.- J1Y TILT-UP PANEL - `- - PER PLAN. a , S I/2 " GONG TILT-UP PANEL 1� COLUMN CONNECTION BUILDING TILT--UF CONNECTION ANGLES- • `o Me Sofh for foch Wof .-^ FDN-.21 t e I' WALL PEI! PLAN SFS DETAIL 5 2 DOWELS TO MATCH. VERTICAL L�A ------ 5' CONCRETE SLAB W/ 4 04 AT 12. O.C, EACH - S' CONCRETE SLAG WITH CENTER IN SLAB --------,. $'4 AT 2'--P+' O. C. EACH WAY \ ! • E r EDGE OF DOCK SEE PLAN 5 1/2" COWMETE T.5- COLUMN TILT-UP PANEL - #4 DOWEL x- \ PER PLAN PAINT TO MATCH .iT 12` O.C. 0-4 L 2/ BUIL-DING 1/: BEARING PLATE W/ (4) - 3/4' DIA. 16 _.` S-2 ! EORI��NTI+ICHOR BOLTS. g I/2" MIN. � � � " 411 V — _ 7 -711 c. CONTINJOUS FOOTING - W/ 44 BAR TOP19 $ • i. V4 T-- \ BOTTOM .C-'NTINUC)IS FYI 4 .SIT �•A EDGE. OF DO--k i • ___-44- r 1•. :+1.r�.i �' ��•' b NOTE' SEE PLAN FOR SIZE / AND LOCATION •+ • • •�. POO '.dere-Embod 4' 13 COLUMN CONNECTION I.� GARBAGE ENCLOSURE PLAN 15 GARBAGE ENCL-OSURE SECTION 10 GARBAGE ENCL05URE GATE C-.7 FDN-22 I" a I-0' f1 -rte GEIC-I 1/4 = I' GDG-3 3/4' I'-0" -.'7 GBG-4 3/4" : 1-.�^",I I; t f f , VLMK PLOT DATES. 6/9/95 6:46 23 �. 2Z-y> f�EN_Eg-�c+-_ V(S 1 ar(E• 6/16/95 :9.50 14.5 f q 94�355�2 7/10/93 19:14.93 I I C -"^•1 CHECKED DA 11: JOB. 1110 I VAN DOMELEN / L001JENGA SCHOJ�.L-5 BUSINESS CENTER ,`Q�� �MI3 AHV 6-14-95 94'35 f - - McGARRIGLE / K NAUF BU I I ID I N G S ��;`�, SCALE h _ _ - T z G,4 F 1�, C.�R E G�`�' � NOTED _�__ = CONBULPNG EN MEE% y flfuren f � No. p^� ` '- 'REVISIONS `- - 3933 �.W. KEL�.Y AVENUE PORTLAND. OREGON 97201 (503) 22�'--4453 FOUNDATION DETAIL. SHEEN' ����N� S 2 �d,u;Avenue,135(;5 �� i ♦ rK }' IF'95-0272,MEC 95.00 SffT -Z2-� - PERMIT SET 6-I�--9� C3rD SE,T 7—I,O- If flus nolice :IIIIIT111 111:1r1 r Ih:u1 the documcnl, file docnnlcnl i, of m;u-Eilml !IIIII!III!III� I�illllllllll Illlllllllllllt f !JIIII!IIIIIIII Ililllllillll I IIII!IIIII!II I IIIIIIIItllll I till!IIIIIIIILIIIIIIIII�IIi;ILI�I�Illjtllllll�l I l�lll(III{!II III IIIIIJILh CD - INCH MADE IN CN INAI nf!I!inlnf!lint�in!luninttlintlt►t�Illflttitle!ilnnlltffl!ntltn!Innliminnlnnlniill►ulf!ul!nilu!!lunl!tttlitnl!I!thu!IIn!ilii!lu!!I!n!Innlilnlnl!Iinlllflllntlliflllifnitflllfl!'Innhtullnihminnlnttltl;�lnnkrlflniihi ►n iiihn!Ifull!n!I!i J At 5 C 8 • I r •` I I AT CANO�jIEr_13?' T)P G�JNG SPAN[ARf:S `A 3 3 0 x OF LINE OF JOIST 7O FA(-,E OF PANEL TYP�AT ALL CANOPIES- '/ 18 DENT PLATE AT GA. "I" IN524'-0' WALL SEE DTL � i T.O.N. 22-6_L4` -- ---- j _ - 4° I LO.F. ` i -�- N, it law % -K, ><, AT s. - O.F S-4 �S4)42�G ,N 1 I J ! ,� I ( 5-4 T I.F. � r L e J 1 24'--o' i 4 S-4 1 5 !\5s 11 ; slMPsoN Tf2¢B'� — r- S-4, f j ( 4X6 4X6 4X (r 1 4X6 4X6 4'-0' OZ.. (TTP. "t > L 4 X 3 X I/+►" NT. _ � p• T.O. TO. _ J a� T 8' G. O I -4 I 21K t3 `R ,- ',y xre -- - �----- 1 4 x a x 6 4 x b . 4 X 3 X 1/4' CONT. 4 Ly � O. _ _ / - AT '-.'_'' 0 C. OSS � !_ IM. FIRS TWG JCI (TY P t y J-4 � � - 4 X v I C I J -- --- -- -------- I 4 X 4 X 6 4 X 6 I I S"4 S 4r T.OF. " 9 4Q1G 10K FI 12K lBl� r s 4 f 4®G 1N 1 (E I C r.o.F.� o.F. -9 1 x 3 X 1/4 CONT. _ - -- - - 3 _ I 40is 1N I A — - �1: i t Il T OAF O F. zM. , (� I + V;� I �,� .0• I � �+'� 1 wt.rte i1 r " /� !, OS ��� �-- ,-^s..L I _r'' saiffliaie 0 1 i I q AT -m O I I I G 1N 1A / Z2�� I I 0•G• � AT A 3X11 o'P I�4' T i 5-4 -( I I TILT WALL I :I'-0 1 4" ! F.�4 T � 2 3,4 �_;223'4" I BELOW O4mG 1N 12K (A) T.O.F. / F• - - - 4OG '1N I:K (t I I 4,�G M I K C� T. :1'- 3 4' 4 9 _ 21'- f S�I� 21, 2 ! 4• 2d-�/4" aa'-s 1/ _1 , 1 �_ 4mG I6K (D) 4¢+G 1N I �q j T.O. S'4 I 5-4� _ 4 J / -- w _ 1 - - T.O.F _ _ - -. O T.O F G.F. 10 I/4" - - - -—- 2K D) ( -1 SIM. _ O.F. T F. I 4 I I j I _r 14� 21_ 4 oc I, l T.O.F. _� D.S. b T.O.W. s-4 X X X �1 + a '< 6 EACH i..Lf.S.u% - - 5 - SIDE F SKYLI T TTP. -� : ` I6 20 + 8 lt"r• a avaF I kt G• SIM.D. ry n n 4 J 4 k, S-4 - I I a. rte..: �:� ..�.ar■ �- ROOF HATCH,,, _9 3 4 6 l'1 Y � T O^F. S-4 EACH IDE u L. 3 / X ib I/ 2a- 3 �/� .w. I / 12 IM I I I` •-� S�-4 _- OUTSIDE FACE OF 5-4 1 » l . - 12' a�'ar' _ I -s 2m' �'-0 7� S 4 SHEATHING ON caNOPY 2. f- 08 S-4 4OG IN 12K (A) T.O.F. 40G 12K �) S-4 O F. t .F. F. T.O.F - 4X6 4X4 4 bt ' 10 TO.F. / DS 4'-0' GIRDER LOADING DIAGRAMS • � • (� ,TILT LL � --- - L4X3X1i4' BELOW SJa MARK P MFR. AXIAL LOAD ( .5 JOIST LOADING C'rAGRAMS (TYPE) No GIRDERS T,O S-4 0.F.FF I t•O,F. (TOP CHORD) 4 X 6 ) 4 X 4 4 .�)( b 20'-8 201-6S-4 -- 4' b, -- 4 k�K T O.F. T O F. __-� --- -- ------ _ w MFR JOISTS AXIAL LOAD `I' J- L X 3 X 1/4, CONT. 'I -2 3 4 t 14` DS 4'Q'. MARK (PLF) NO. (TOP CHORD) I 0 AT 8` G � 12 1 15-4 21'..5 IL4' 6 T.O.W. / Z2Kq' ' S-4 t3 h ?` tv 7.O.F. CJ 22K9 (A) 12 K 4Pr 5 SPACES AT 8'-0" O.G. N 1 K _ r. _ W(TL/DL) 2.0 K _ I + TIL WALL C) 22K9 -_ --'-- I 2.0 K ---t 1 _ — -- -- — r_- x 56� ID a 22K9 NOMINAL SPAN = 36'-m" 14.6 K _^�✓ �1� �. �. c+ tC 22K9_ 31 6 K (B� I K 4rrx 22K9 31.6 k 5 TPACES AT 8'-0" O,G, H.1 K —� ,a'-¢ -/ I F f NOMINAL SPAN - VARIES -- Lao „ I- 2PJ'••I 17 O.F. f.O.R. O 2” 22K9 28.1 K LO" G.L. 3 / 'X Ib I/ - r - 22K9 ^ 4 _- Lv.LL ' •, D.S. I® % 28.1 K �. � 6' • •/- 6 �- - S-4 T.O.W. ---- -- .a �L �L -1L -4 w �-- 16 K 405 5 SPACES AT 8'-0 O.C. S-4 \3 �_ E 13 PAGE OF SHEATHING I N'TL/DL) - ------+_ (C) , r . CENTER LINE OF JOIST \3 `�r4 S 4 AT CANOPY TTP. (� 30-K4 �_- TO OUTSIDE FACE OF PANEL 20'-4?"-- REF•ERENCE NOMINAL SPAN - 46-0" _ROOF FRAMING PLAN ,•. 3/3a" = r-¢'" �` (-, 3.�. �,,,�F � _.—�— wrTt�/a.)`-- --------� cc) IFS K 4e>a 5 SPACES AT 6'•-09 O.C. u.1 K ��.�.�� NOM114AL SPAN a 32'-0" NOTE SCALE OF DRAWING IS: 3/32 � it_�II �) ^fid' 18K3 W(TL/DL) .2 cl K (E� !m K aeG 5 SPACES AT P'-a" O.G. a-1 K 0K3 - NOMINAL SPAN = 24'-C" 14 f K r-- I. D.S. DESIGNATES D01-JNSF'OU1 LOCATION W(TL/DL) -k-X° (� 8K1 __-- — -- - --j 31 6 K (F) ISD K 4cv, 5 SPACES AT 8'-P>" O.G. 8.1 K 2. /--- DESIGNATES TOP OF WALL I=LEv"TION ��___� T.D.W ABO✓E FINISH FLCOR u 'p 3. - _X - DESIGNATES ELEVATION OF TOP OF r T,O.F. FRAMING (50TT0'v1 OF PLYWOOD) �� OKI NOMINAL SPAN -- ABOVE FINI51-1 FLOOR 3. T'fP PURLINS TO BE 2 k b DF. 2 A7 2' 2" O.C. Ils7?TFC I.) CONCENTRATED LOADS TOP AND BOTTOM CHORD ARE. FOR SPRINKLER MAINS AND TYPZCAL U.O.N SEE 8 I.) CONCENTRATED LOADS TOP AND BOTTOM CHORD ARE FOR SPRINKLER MAINS AND MECHANICAL LOADS. SImRINKLER BRANCH LOADS ARE IN THE UN2F0�2M ASL LOAD y ESv4 MEG�ANIGAL LOADS SPRINKLER BRANCH LOADS ARE IN TP UN-fF013 �A-o LOAD 2.; GIRDER. TC BE DESIGNED rOR AN ADDITIONAL CONCENTRATED L(-"Ar- RATED 4 ROOF SHEATHING TO BE IeXPCSURE I A.P.A. 2.) IAA ID IC IF (�C4)��15�I �$�B NA'✓E ON[ ENC SUPPORTED AT WALL OF 64'0 POUNDS LOCATED AT ANT" POINT ON TOP CHORD. RATED SHEATHING, W/ 10d NAILS AT b" O.C. ALL PANEL EDGES AND Zd AT 12"O.C. 3.) JOISTS TO BE DESIGNED FOR AN ADDITIONAL CONCENTRATED LOAD 3.) GIRDERS TO BE DESIGNED FOR TWO ADDITIONAL CONCENTRATED LOADS IN FIELD. OF -200 POUNDS LOCATED AT ANY POINT ON TOP CHORD. OF 300 POUNDS LOCATED AT ANT PANEL POINT OF E50TTCM G+K7RD. 4 X 8 SHEETS: MIN. SPAN RATING 40/24, I MIN. THICKNESS G 20 32 4.) JOISTS f0 BE DESIGNED FOR AN ADDITIONAL CONCENTRATED LOAD 4 ) DIMENSIONS SHOWN ARE NOMINAL. SEE 1°LAN AND DETAILS FOR (� t3 N 8 SHEETS: MIN. SPAN RATING 32/16 OF 300 POUND LOCATED AT ANY PANES POINT OF BOTTOM CHORD. BEARING CONDITIONS. MIN. THICKNESS � 14/,;-z�I (ORIENT FACE GRAIN PERPENDICULAR TO SUFNzORTS.) _ 5.) JOIST BRACING IS AT DISCRETION OF MANUFACTURER. F ) WEB CONFIGURATION IS AT DISCRETION OF MANUFACTURER. �~ I' 5. AT HATCH C1 _� -..-..]AREAS, NAIL SHEATHING h ) GIRDER BRACING IS AT DISCRETION OF MANUFACTURER t W/ 10,,3 AT 4" O.G. AT CONT11NUCU5 FANEL FC<,55 6.1 ALL 70I,T BEARING DEPTHS TO BE 2 1/2" UNLESS NOTED CTHERWISk .� r r 110 NET UPLIFT FORGES ON GIRDER O ,TS), I� NAILS AT Co' O.C. ALL OTHER PANEL 1.) AXIAL LOADS SHOT-IN ARE TO BE TRANSFERRED HROUGN BEARING SEATS, EDGES (SUDPUIQL.INS) AND 10d NAILS AT UNLESS NOTED OTHERWISE. r 12" O.C. IN FI1rl.D, NET UPLIFT ON JOIST. VLW PLOT DATES t 6/7M 10'54.38 y.. �I C-+�TioN, ar�+ir ENTRY E./9 95 9:45.() 947355- 3 6/t /95 7,5139 pnwr Elf'aril DATE .IOC! NO VAN DOMELEN / LOOIJENGA SCi H O L L S BUSINESS G �-� �'M,� aHV t�-14-� q4?35 --- --- — - — — MCGARRIGLE / KNAUF UII�UZNC S �wA�t. SCALE ROOF FRAYING FLAN E p� NO. DATE REVISIONS 3933 W. KELLY AVtN�1E POR7lAND, OREGON 57201 (50 i) 7_:� -4455 ��Z�/ �k Z�' 1 "'.� dr,ibusAvenue,10585 �"��""�'�"��" f1UP'J5-0272,MEC 95-tylt >'r_ Ct,ti T S�'? -22-'3 S- PERMIT SET 6--i4—q5 p If this uulire nlllmnr.ti ele:u•er Ih;nl the dniunienl, the document is of mnl•ki:1:11 Ijl�l�l�llIN cif �1AN 0��1�111111 I IlpiIIIJill 1 I1II11!III!11 11110111illii I IlI�IIIIIII�I 1 (�I�l�lll�l�l11 I l�lli�l�lf 1�1 I�I�I�III�I�I linlnillnlllllll�illlhlllllnr♦lnliliii�(�ilil�ifii nfl�►nlllll►Illll II IIIIIIIII�II�llnllnllllll�lnlllin�llllll�i�ll�lnl�llllllllhlllllln!�nllnlll�lnlnnl�ll�►Illllnl�ll�lll�lll ilnllnllllllllnlllmlhti niil►m nlhnll�iif��lt�t�ii -�i nnlllllll ; Y. a� SFS - _ ti.. rl mill '-"'-"'-'---*2 X P.T. Tt?P'ftp ATE JOISTS WITH (4)- 3/4' DIA. ROOF SI+EAtNING ,--_� I/4 p�uRLIN PER ,--� -P.T. 2x b LEDGER 9ETIr-LEEN I/4 }�'t-.� W SIMPSON _-- -- NAILEk - SEE '4 l J:J XrrER ANC 5lUD-PURL I1 i ESi'c7t7F1D HANGER WEDGE ANCHORS WJOF SHEATHING /2" x I& I"LATE - PLT WOOD SHEATHING 6" x 6'x I/="x V-fr" ANGLE t-IPER PLAN V4,_ F" PLANI/s" - V4' f� 3' 1/4+STIIYENER PLATE AT CENTot LINE. /6 Y NA R PLATE 8 E ty "" _ 1 2. ILS - CENTER �...N 14 (_ � / 9' 3 , I I/ SES\5-4 J SU15--PURLIN - SEE ' OF JO jv - SUB PURI IN PLAN rr- 1 h 3/4' X I'-t I/7 JC II" ESD _ $ ' _ __ B• -4. PLATE W/ (4)- 31/4'PLATE EACH SIDE OF PANIL jrOM Y 6• - DIA. X 4' LONG 1✓MPR i/4 P p, I I:'2' 3/4' I lir NELSON STUD ANCHORS I/4 4 -- -- 1 - _ 4' n10 ----„, jn2x PRESSURE TREATED TOP PLATE ANCHORED - - � I/4' TYP. \ , w) �2) 20CI GALV. NAILS AT 24” O.C. 10 17 10 I/7 5'#5' 10 V7 A*tw5L_F SEAT SEE Cy-24 ' "_I�_- ,� / 1/4 j' �- I --`PROVIDE SIMPSON 'LTT20B' AT l' x 4" .i 1/2' x 7-IS' ANGLE W/ -- Y x 4" x V; :-II" ANGLE N i / 4-Z' O.C. TO 2 SUB-PURLINS (3)- 7/8' DIA WEDCsE 4NGHURS. (4)- 11b" DIA NEIXxE ANCHOFIS l/4 4 MIN. ( _ \ PV `� ` -___��_—.____ �,,-- ~` - •�'�-��" 3 PLUS Ok MINUS I � I' I ` `-- I!3' x Ill x 13" F�L•AF-LING P T� 2 1/� VRII�T W/ 3 3/4' EMBEDMENT W/ 9 3/4" EMESEriMENT R911#0R•ING CASE AT �p - --i--- *---5/4" x I'-0 x I'-+1 EMBED PLATE w/(2) 3/4' DIA A325 BOLTS . . - - WITH MANUFACTI3> R ------i; - I 4 PANEL ELEVATIONS WITH (6}• 3/4 DIA. x 4 L.4 PO4 EACH GIRDER �^rERTFI TDTH SNCTZON A SCTZON A_ (AT PANEL. JOINT) _- CONGF2E1'E TIL.T-UP t4 A,1�, NELSON STUD AhGHORS � r41TH ?OIST SUPPLIER: `l :- __ / 4' X b' X 1/4' ANrkc x 0$' STABILIZER - h' x (c` x 1!T O'-Ifd' ANGLE WITH l -- ----_---- LEDGER BOLTS _ (3 5 I/4' fTIFaFEIER PLATE AT (ENTER {._INE I I BLTr,EEN GRZDS.>4NDOINCREASfE `\�... 1 ' WITH 2- 1/`" DIA E XHANSION ANCHOgtS l/8'X 11/7 PLATE - W _ - NUMBER OF BOLTS TO (4) AT FIELD -� --_ A T S. OOLUMN PER PLAN • . I CONDITION AND (5) AT PANEL 70TH r/"y ! - . . ,`-- --�` - i i L--SUB-PURI-IN. SEE PLAN% I~ L -J CONDITION y --,� -, -- ' '•'` .; 1 � < I - _--s_-----_.-_—._ � EQUAL EOlL1L 1 sZkDER PE17 PL.x1' 8" 2' ST�IEEL. GIRDER PER PLAN I z HANGER SIMPSON � SERIES 8�---^-J---- 'I DO NOT WIELDr 3/4 STABILIZER PL": r, s. "f d .- :.., . .. � .f" S t f '' .fSb �•Y' "�-F,VV`/�p��, �t�g !al" '• Vit= j /q, tal PANE►-S TO BEAR ON 3,s" ALERT 'TF" 09ARINr PAD ON CONCRETE CGL.IMN - REINf. r• u. iI / PM PANEL ELE✓ATIOW t �• // 0-3' x /e" X 1'-0' FLAT BAR N1 s: - 1'7' DIA. \OLSON DEFORMED BAR5 BUNT A F , EXTRA ✓t'nRTICAL ¢✓, DAR B r 4-a ONu 4- 85 GH FACET WITH XCAL BAVIES IL - I/4v ` 1 '^ AT 24` G.C.- U.O.N. ON PLAN • BETWEEN PANEL JOINTS 1/4 3/4" CLR \ I' CLEAR - L3 x 3 x 1/7 X d' ,/ERT i4EL ID TO SPANDROL EMBL'DS .• /,. TOP OF FRAMING, BOTTOM OF PLYWOOD r r­V x r.W x I/z' EMBED PLATE W(4) - 3/4' DIA. X 0-6' NE1SM SrMS AT 0-9' 0.C. CONTINUOUS AROut.;'' 3- as VERTICAL ADDITIONAL INFO PERIMETER OF PANEL � OARS EACH FACE SEE DE AIL r« TYPICAL f°ANEL. REINFORCING OF PALL JOINT W/ AT PANEL JOINT SLOPE TOP -� _ --- `- t 2 /i " 6 1/2' THICK PANEL = a S'S AT 0- 0/G 43 TIES AT 24' O C. -- - OF COLUMN - 1" CLEAk S;p,IIj�Qy, AND SCR l I/2" PANEL :. • 9'S AT Ifo' O/G. LOCATE CONNECTION AT MID--HEIGHT AND I'-0'' t'SELOI-t FOR REINFORCING GALLED OUT EACH U.O.N, ON PLAN AS REQUIRED Tc r OF FRAMING (: CONNECTIONS PER PANEL JOINT) / FACE (E. F. ) LOCATE I' MAX CLEAR 5 EXTRA REIN, AT BEAM LINE �, J ` OF EACH PANEL FAGS TWO CONNECTIONS FOR EACH WHERE ?PANEL JOINT OCCURS 4'T BEAM LINE, LOCATE SP ND r, SIDE OF PrANk" AT MID ONE PANEL CONNECTION AT MID-HEIGHT ONLY. /2' CLEAR 5 FON-(v •`•Ir'- -1 HEIGHT AAVOI'••m' BELL-,l,4-,l,4'�BELL-,l,4 r q !OP OF FRAMING 3/8' X I' Q" FLAT BAR - 15uTTiERFLl GO►fJEC:TION I/4' PLATE x 1�'-3' f•'-` - _ _ 10, '�---- -. -_ WITH 2- 1/2' DIA X I'-fo" NELSON x 0'�'WITH 1/4" SLOW AND lie' DIA CENTER PANEL THICKNESS meg_ DEFORMED BARS BENT AROUND EXTRA tea ' HOLE MEND TOP AK) BOTTOM LEGS IN OPPCYSP+G / 4� A5 SPECIFIED � VRR%CCAL U4 BAR 6r 4'-0' LONG. DIRfx. I IONS TO FILL JOINT - U i EACH SIDE. DO 2+KS FULL HEIGHT AT EACHOVERHEAT. I 3/4" CHAMFER AT SURFACE e'-3" 3/8'x I'-0' FLATt9AR WITH - NDT �WELD EACH LEG. • f EACH SIDE. Dc a� UR OPENINGS. ATEXTERIOR FACE u O N' TT \ (3)-1/2" DIA. x 4' NELSON B" !� 3/16"\ NOT OVERHEAT 3/16' �' NOT OVERHEAT POURED DOWN EDGE OF PANEL ' OPEMtwiS LESS THAN 3'-0 OPENING pELOw \ DEFORMED STUDS 1 ' C''-8" LONG FZLL6F Pi'pp BT JOINT 2 1/7 x 2 I/2' x 3,18' x I'-0' ANGLE X & YON R>=INL-KING G WIDTH t 1/a' T1-FICA FANEL EDGE 1 2-0" BEYOND OPENING W71N 7- li: DIA x I'-i'NELSON /17 INTERIOfr FACE \\ �?WHERE 2' 0" EXTENSION IS A//// (PpUREp �) \ DVFRaMM a BARS BENT "NOT POSSIDLE PRc ✓IBE 2 I/7 X 2 I/2" X D/8� X I'-p' ANGLE \\ '✓Y TOOLED EDGE AT 0'-8 LONG FILLER ROD BY TICAL 30 X WITH 2- 1/Y DIA BY I'-6' NELSON ACE POURED UP JOINT WIC*H PLUS I/a90' HOOK DEFORMED BARS BENT O'AR EXTRA 2 1/2" x 2 1/2' X 3/8' x I'-0" ANGLE z as AT TOP AND BOTTOM 04 BY 4'-0' VERTICAL WITH 3- 1/2" DTA. BY I'-&' NELSON OF ALL OPENINGS. EXTEND 3" X 3' X I/4" ANGLE WITH DEFORMED BARS BENT OVER EXTRA ADDITIONAL INFO, 4 7-0' BEYOND SIDES OF OPNG. E "HEREZ-0 EXTENSION I5 AT 2'�' X 0'-6" J-5 LT_ N4 8Y 4'-0' VERTICAL ' SEE DETAIi. NOT F'OSSIBLE PROVIDE I '' " ��^ � �� BACK L4• ROD. 1 516 OF EXTERIOR FACE U. O. N. X S-2 A EXTERIOR FAG E U. o v / JOINT WIDTH. NOTE: RUN ANGLE FULL HEIGHT AT ALL OVERHEAD DOORS — CENTER OF I GLFAR LONG. COL. r FINISH FLOOR N.T.S \ .-,-� 9,�4 CHAMFER AT ALL - CAULK JOINT PANEL. EDGE ANGLE �� —3/-L' TYPICAL EXI'OSFP PANEi EDGES I — CIQrTT�d � / EXTERIOR FACE U. O. N, `' I FAGS OF GONG _ " CLEAR ADPMONAL NOTES AT DETAIL(-, ADDITIONAL NOTES AT DETAIL ADDITIONAL NOTES AT DkTAIL(_4 I 1 I/: I, E I CLEAR REINTER OF CONC COLUMN TYPICAL TILT UP PANEL PANEL CORNER CONNECTION �� 1-YPICAL PANEL JOINT � 4,a ztz c_ —E _ PANEL EDGE DETAIL - _ c_5 – S.FDN-I 1/4 = I'�" b SPANDREL CONNECTION SPANDREL CONNECTION Lj S:FVN-z I I/7 c I'-0 �` _! FDN-4 12" c 1'-4'" r TOP OF FRAMING, BOTTOM -_------ _ OF P!-YWc�OD TOP OF FRAMING, 50TTOM OF PLIPOOD N,T.S '- TOP OF FRAMING, BOTTOM .0 r-0 ----- - OF PLYWOOp N.t.S. - -- - ----.__ LLL /y� 'S - - TOP OF FRAMING, BOTTOM OF WLTWOOL` N.T S NOTE: NOTE: /-�2 a4 GONTINUCh.tS ARCt1NG --, PERIMETER OF PANEL SEE TYPICAL TILT ;JF' , , '_TTPANEL ELEVATION SEE Tl PICAL TILT UP / F�7R FURTHER PANEL ELE✓ATION - 1 INF-QMATICN FOR FURTHER AT /� T�PICAL PANEL REINFORCING ' INFORMATION SEE TYPICAL TILTUP " PANEL;'H\ AT 1 1 , TYPICAL PANEL REINFORCING FANEL ELEVATION I T�PICAL PANEL NF SE[ 115-5P1EL ONLY / SEE I/S-5 AT T ti PICAL PANEL REINFORCING FOR FURTHER 5 E I' -5 REINFORCING ONLY, 6 . PANEL Ct, 5 S 5-5 INFORMATION 015 FULL HEIGHT S-6 �) - Mc FUL HEIGHT t EACH FACE (4) - '�S FULL HEIGHT _ r EACH FACE _- —------ EACH FAQ - aJ TIES EACH SIDE Al t3" CC-"l '�- u K3 TIES EACH SIDE AT 8" O C. OTE: __-_ - — TO 2'-O" ABOrE ::.�EP1INca - ------ r T3 TIES EACH $jIJE AT &" O.C. TO 2'-0" ABOVE OPENING BALANCE At 24" O.0 BALANCE ABOVE OPENINr ,/ BALANCE AT 24' O.C.SEE Ti P?C<1!_ TILT 'JP 1 -� / I 4 O C. -� '/� i PANEL. ELEVATION / I FOR FATHER S-s �/ _ A■T1IlL+�K G�vNVI flO�r INFc'1RMATION I --- Pi FINISH FLOOR N.TS FINISH FLOOD. N T.S. _--- -- FINISH FL-COR N.T S r FINISH FLOOR N.T•5 PANEL ELEVATION �� , 1 6 1/211 ___-- PANEL ELEVATION 0 6 1/211 It ------- -- - --- 1/2" P-I 1 4 : I' — — - PANEL ELEVATION AL 6 1 �2 TOP OF PANEL �,7 TOP 11 P-2 1/4 I $ PANEL ELEVAT 2" `� ION 6 1/ OF FRAMING A? SIM. � 1/211 P-4 114 i /- OF' OF FRAMING, BOTTOM OF PLYWOCp N.T.S. i TOP OF FRAMING, BOTTOM NOTE. - - - �„ - -- - - - - 17 - - -.. !/ OF PL WOOD N.T.S. OF PLYWOOD FRAMING, OM i T T '�- (2) - #5 AROUND T� OF WALL ` SEE TYPICAL PANEL PERIMETER JSEE APICAL TILT UP -- NOTE: - - r 1 FOR REINF. PANEL ELEVATION 1 SF.E TYPICAL TILT UP - L *L "VATION FOR FURTHER 4\5-5 f'A� INFORMATION FOR FURTHER --- INFORMATION TYPICAL PANEL RErINFORCIWG ' 1 / SEE I/5-5 AT ^ u T'1 PtCAL PANEL RE1NF ACING ,� TYPICAL PANEL REINFORCING PANEL/R� - ONLY .� ` E I/S-y SEE 1/S-5 - c, • C3) - #5 FULL HEIGHT _ t 5-51 (2) - St5 CORNER EACH FACE (�) - a5 FULL HEIGHT (2) - K5 FULL 1rL2GHT EACH FACE F-� BARS - �� EACH FACE � SPANDREL ,"'-� 6 1/211 a3 TIES EACH SIDE AT 8' O.G. TO 2'-Q" ACSp✓E OPENING r'-_,_ _-- __-____.�_-- �• x3 TIES EACH SIDE AT 8" O.C. a3 TZEC EACH SIDE AT 8' O.C. ' BALANCE AT 24" D.0 TO 7-.21" ABOVE OPENING.(; TO 2'-0" ABO✓E OPENING /2) - a5 CONT. j TO' OF FRAMING' bALANCC AT 2<' O.C. BALANCE AT 24" O.C. AROUND PERIMETER _ NOTE: SEE TYPICAL TILT UP �' ,EE TI PICAL FOR PANEL \ PANEL ELEVATION / 1 FOR FURTHER 7 _ INFORMATION v �+r/ FINISH FLOOR N T - - - t, - �- - _ _ FINISH FLOOR N.T.S. ` -- -- - ----- ' - FINISH FLOOR N.T.S. (2) - %5 CORNERBARS / 6 PANEL ELEVATION ,'Ea 6 1/2' ,� _�—S . 4 : I-°-� PANEL EL-EVATION_A F1 6 I/2" : ..��: G v 1 1/211 P-6 1/4•, 1',0 PANEL ELEVATION �0 1/2"-- _ _ SPANDREL- 6 I/21I �-J 114 4 VLMK NOT UATF� 6/7/95 10 57.51 6/9/95 7 48.38 I 94735S-5 8/16/95 7.57.54 VAN DOMEL.EN / LOOIJENGA S }'�O�... 1 - BUSINESS - � �� NF���� oA�at4 F ��- _. MGARRIGLE � AH✓ 6-I4 ` / KNAUF QUI I�DINC • _.__._�—.... ____ 1 -- -— -- - - r ..J r ;f AIF NOTED CONWLTM D"NEER3 T I C S A R D, O R E CS O N o Nim F -4NEL. ELEVATIONS DETAILS FSE KN'N0 f1ATE , RE�1S10NS 3933 5.W. kELL'f AVENUE 1 URTLANb, gREGON 97201 (503) 222-4453 S E5 {F SUP 9s Avenue,10565 SUP 95.0272,MEC 95.6 L.____ ._.... i8of2e 023E PERMIT SET 6-14-95 C3:D 5 r=T '7—l4.1V If this u11lice appears clearer th;u1 the document, the document is of marginal tD �i�i�i�i�i�i�i ► i�i�i�i�itt�i � ililili�tli�i 1 ililt!!�►lii�lt t i�tit�t{t���► iltai�i�i;ili INCH MAGE NI l7fINA 1 ' til!nlifnllfin,nnhnt nfritntii{iii t�tltrti itiiini tnfltnl►minrlim�ll+,Iln!II!!nl!II!lir,hiiilinlil!Illulil!inluiilunlnnl�nulnni�nllini�nnlln�i�l�llnnpnllnn iulllnitnnhrr! nuh!IIIII1fIl!IlUffl�lflllf111Tilllltfli illnllnlltl t I 1' 1 will 1 _ro ALLOW s AANOTES THIS SHEET . ,. AuOMID490NS M 1NAIE � 'AME i0M MADOWN.) '-^ A ---�"'� TYPICAL wIRIrv(, Fgfl 3 P!-InSE DRY TIt,tly SFn1t'AA[R`. i _ (1/2-0) H BARS -- ___--_-. ---_ :`___ __-----_ ___ _ -.. SLLONUARY AND PRIMARY 1 KVA A B 1 D E F C H J 3 .' FOR SpAa+c Ui PROVIDE CONCRETE TRANSFORMER PAD PER SERVING UTILITY 72 14 Jt l0 12 to N I4 2-4'ORAN I - 2-5/e•,ro• GROUND RODS REQUIREMENTS SEE 2/EI AND 4/L1 FOR ADDITIONAL INFORMATION. Glf=1 "wh L20-y' V cd"IT �T "a V_ 3e 1101F11 r INSTALLED BY PGF ---- ------_—. —_- ___-_. * Iy5-?25 e• 72 is 42 10 12 O 4# 10 l ♦ - 2a0-sw 72 72 ,e 42 12 12 1p 44 e C G j U EXISTING TELEPHONE UTILITY VAULT VERIFY LOCATION PRIOR ria alp TRANSr_ KVA BREAKER Ill MINlslulr cRour�p cpNpulT gRE,ucErr w pRpuNp cONOUIT y`1 -i-- I GAUGE IN A TION - f no-low °° N 14 M 12 24 12 51 e 9 ' �� CROWD CaNWTS ro O EXTEND TO TELEPHONE TERMINATION BOARD. ` TEMPERATURE OUTSI UMIN W Ir 14 14 24 12 51 E _ 2'-0'0MI OF KTWE I 9 40A 4-#e De"M 90C /e 1- ISA 3-/12 THWT4 /8 THAN 3/4- I W 2"0" rlwl''uM BErN I 4� EXTEND SECONDARY POWER RACEWAY TO METER CENTER. N SOUTHERN PACIFIC 7AD0--2500 too Ie 14 00 14 24 Iz 51 e J ,O H STs Y ANO SECONDARY IS 60A 4 #b IHWN 90C 06 1 1/4- SOA 3-#!0 TIIIM RAILROAD ROUTE TELEPHONE RACEWAY VIA LANDSCAPE AREAS WHEREVER 25 IOOA 4 13 THWN 90C /6 1 1/2- 40A 3-#8 n+IN W THVM I' 12A30-6v t� �0 a 11jN UP 1O 146CK SO0 ""� '-� J POSSIBLE. EXTEND RACEWAY UNDER EXISTING DRIVEWAY "CIRCLE BY 3o IIOA 4 2 Ti1WN 90 ) ' t.0�-+1ro AND 2.500-Ie■o LAA AD if e' T�+,de c I- I'� I 1/." SOA 3 p5 n,wN � nlwN 1 USING THE HYDRAULIC JACK METHOD EXISTING CONCRETE PARING 2 KIR CAAIFIE TT SPEpi1CATKJNS SU POrER U111JTY DETAIL ONIA'111rNGS, I SHALL NOT BE DISTURBED. 45 LISA 4--/2/0 nIWN 75(' /4 2" 70A 3.E< rH WN /F, (H WN I 1/4' a Sf� POW U'l1,ITY DE TAL DRAN4NK7S FOR COt4OUIT AND ELLCAyAf1CN DETAILS. 75 250A 4 #300 MGM. 7'x' /2 3" 11 OA 3-/1 THWN /4 IHWN 1 1/2- f. C O NEW ELECTRIC UTILITY POLE VERIFY LOCATION PRIOR TO BID THW 1125 400A 4-/500 MGM, 1�4- 12/0 4- 175A 3-#2/0 THMIN E4 (IIIAN 2" KEEP MIS AREA CLEAR O PROVIDE NEW ELECTRIC UTILITY VAULT UTILITY VAULT /660-LA THA , COORDINATE VAULT PLACEMENT WITH SERVING UTILITY, OWNER AND ISO 500A 8-0300 McM. Isc ?-/2 2-3- 225A 3-F4/0 THAN 2-/2 THIN 2 1/2- 1 ' ARCHITECT PRIOR TO ROUGH-IN � fRON T OF Plyn� rHA . GENERAL NOTE GROUND-TO BE BONGED TO NE'VTRAL TFRMINAI, AT,A&AM FClA11�R., 1 2. 3-PHASE TRANSFORMER PAD 80 COORDINATE RACEWAY ROUTING NTH SERVING UTILITY. OWNER AND h ARCHITECT PRIOR TO ROUGH-IN. SLAB CONSTRUCTION AND DETAILS DRY TYPE TRANSFOWER SCHEDULE Q NO sc," 18460 0201 4T10 10 208Y/120Y 4N 16460 0.386 1 S��LSCHEDULE � a TC RK SERIES 2!00 PHOTO ELECTRIC CELL T FO WALL MOUNTED LIGHT FIXTURE -- - (PILOT DUTY ONLY. _ I '►' \ 1 MOUNT ON ROOF & CONTACTOR CI TORK SERIES 2100 — '' FLUORESCENT STRIPLIGHT AIM NORTH) FOR LIGHTS DUSK - - TO DAWN I PHOTO ELECTRIC CELL I� EXIT LIGHT, WALL MOUNTED (PILOT DUTY ONLY MOUNT _ I~ , MOUNT ON ROOF br MANUAL MOTOR STARTER WITH CI AIM NORTH) THERMAL OVERLOAD 4GLE POLE SWITCH ----- — 1 \ 2H-8. DIGITAL TIME CLOCK. , $3 THREE WAY SWITCH I 24 HOUR. 7 DAY - T F i!- - 2H-10. SCHEDULING TORK I , \ \�• SERIES 0100 WITH � h', , ,L', .\: � _ '1 I •.\ '1 ,•\ `\ , \ DUPLEX RECEPTACLE —�I�--- 2H-12. I MANUAL OVER-RIDE RESERVE POWER SW. SPST PAcS I� SPARE •+, i I \ \\ ' \ \\ DOUBLE DUPLEX RECEPTACLE N0. 1276. I ____ •' 1 I ` \ �,` SPARE MANUAL OVER-RIDE I \ \ Q JUNG TION 90X SW. S.P S.T P6c5 '� 1 ' � r' • :' < SPARE NOL 1276. I 1 \ \ \ CONTROL POWER I Y ^ . .I, i \ \h\ VERIFY VOLTAGE. N OWN SURFACE MOUNT BRANCH CIRCUIT ` CU GUARD CONTROL POWER 0 ECOMPONENTS SHOWN IN EQUIPMENT AS NOTED VERIFY VOLTAGE. N N.,��G DEACTIVATED "ONTROL L POWER STATUS. > '\ 1KW C7u171�T, ,7`,.„,1�4V/•+•r..� -- �,-,-. ,-t t-t ®E[®m�}I�_ - N-�E-W�CO-/N\Y DUrJVVT_ ROUTED OUTEVD\W+a�OVERHEAD VERHEAD ABOVE BOVE-`V VVi'WVY\iVY�WY\.V iYiaVW��W•'wWyi I:II �V�iWWVYY WV-i♦L(Y�R1`�SWLiViiV',\\+VWVi9i hR\VVVvWi\VM\►�VWiWVWY 11WWi♦Wit\\ip ViLiWWY h iy+W+ii VVWW,VrY w+WWiiW_R•W VY iVV•r ow�VWiyw,J's-WVi+YiY- +W+Wi♦♦-- iiiiWVW SvLwVWiriY SvEwi\W ViY Y i♦YiWYiV iWWVWWiY\\•'—•WVWwYWWyJWN1 Wi-YiLViiWW—YyiiWiiii1i——pwiWYWWViiW+_i—-YTIVL+YYWSWW..E\+iW4VWViii'Y W WiVY♦iWy— ++WWiii+y—V i\W1NiYW'WGY•�.—/iWi—W♦iWY vYo.t i i+WWiii-+�ViiiYiiVL-y iwVW+WwY-Y-+iW'Vi+WYWiV-.\JWVW✓JV.Y''-iWVW-VyW dWV-VwaWi V. +iLWYiYL�•J�wYWwW WWYI _!Vi\1 a-iVVY-z-•.WWWwY i.Y-Jwi yiYYY.'ti.cVW♦Va1:a•\vWwiCGwWii�-p\A-%wvVWYYWY••I-T-VY♦Y W+yW,.v-A}\A'\wWiiiL�WL..,-\1y V♦V.VWWi-`_}\.�•VWyWi\�WL—\Y\.I i1iLhwWYi 1 I_I1LiI+i i�itY•,�M 4,\�'•c�/.�i1.J1i1J\1•♦.\•y I/v yV'•L{•�vI.• N h_"♦•.♦ljil,l\n.,ilLar,♦l,,•,C,il'..�/nhp\l�O,.Mll\,l♦•��•L•lPOi��`♦•\l•".�lN�\;'Il/.�•},♦r,.E' 'N1I(`►\I•Ir\r"S I'\lSIiIL,•1Crlf-},l0/-1.''ILiW1y♦7l:.OlI.�l•lWN'I•I♦L l��•'1�-—\41lI1N .JtY'1ffI(\•�».t}.�r�1iH'!1'�lL,,h�Ii:♦►1..Y♦'..N°ti•a'.---.1,".:�.4-I1\+.W',1....-_'.h.1._'1I`.(.6iI1-Q—'u,Ih4 Il4 Al'.i.''�`.i I.I1•,.I.II.(.Y_'1«i/_�>�Y4,_`_'I'I.�—I`-`"A1l7LrW V'I,i.•_-..Il,-.0`'i1.l.1l-Itl-1lMN.I llw�+1'l1h1l+Lrn_4,1—��"'.�lNNit,.',•l+.•I la.lI_ySJ'I l.'I IIV bi-I♦y-►`yk,I_'• ,lLl'1,�f1I_I11_1 lI'�Y1(-lI_1_^-l'�11\`4h�l_I�l�-1_rih�!.�;,.I_1lI.�g�,II_rl'1I 11".,I.'.—fr'y.\1Y."I-1l'1I•K,3 lI-�jlI l`II 1 \ '.n.ll•:-,_l!.k,_\1Y`�,__VI,\,�,:�=4_I«_�Ir1.-4. - II.-,1•\I,,�,�I,��V`I�II{t'III_L:'.I\',.I�_i\�,,,I•_-«!4hI.�hJti_y)i,.'�,i�.-1'II.4.'\.1,T,PI`�Y.-ri'_I:I , 4•`M. V,44.(.. N,ty-',•'D1 _.."�♦_I,y.� ,..T.`i-.••l f,♦�_.0.,.il:•�.lT't\•',1 L�Gk/•I' 1i_.l4-i`li� I;EIUNG OR CONCEALED IN WALLCONTACTORS: SQUARE D. DEACTIVATED CONTROL R POWER STATUSCLASS 8903 TYPE "L ��i✓i.•"� 1 I"�Mt1,I.j.ll/►'^jl�j�,•..1\I'`-h:1' �LI��►,I•l-_L l•"iV�iI""`lN,I►IIl.Iii P ---- -- -'IEA CONDUIT, UNDERGROUND Ti,1'1111 •.-•1 11•k 4>la�CH 4 LANDSCAPE IRRIGATION , 'CONTROLLER BY OTHERS. Wp----UNDERGROUND PRIMARY SERVICE '0 USE STEEL ELI S UNDERGROUND SECONDARY SERVICE -, 1 AS REQUIRED, --1UNDERGROUND TELEPHONE SERVICE TRANSFORMER 3. EXTERIOR LIGHTING CONTROL V E IRRIGATION CONTROL 2 CVAULT VCRCE;WA a SITE UGHT FIXTURE NTH POLE Il 10UT101Al SCALE 0207 NO SCALE N 4 0 l .FIRE ALARM PULL STAT ON E C.eeuL SaAtLOO A 25 AMIN M. FLOW SNITCH A 4A600 SWITCH TAMPER t A► A a t A SC E A xMIN! BELL/STROBE COMBINATION 0 ITEWUm Pf ITEInoAD IN f 15w 2 1 l--- � ;-e- I1 l/�;'_r -I4h•iY• Y ti_„, rY/of`' ._.�w♦. �_'/1_�. ��iy♦�ry"W-'-'''►,�-i•j . - ' ,•17<C._�4.T�l.U.-N-�• �>.;.—� 7\\�'�-'`_,.�•_,yx2_, i-•7'•:+z•:���;n — h\�\\_\. -'• \: __ �._'`T•17\-3¢1T''2"` Z\\`,• _ _\_\\\\1\•1 ' \\ \\\ ` \ . \\\ , , I,�•.,' �ay p, '3 /2 2. P. If Him c MEL i IF RMS R R�pAIll a1 F AT Irn3pwFL LIis RI lOCOf 'I rEX STING SIGN \, G - 4 4 - H. 40 PVC RACEWAY lls SW NIMBUS AVE. \ �-TRAN90RMFR BRING CON(XJI rS UP e' TNICX CONCRETE PADNisyNG JIGNV ABOVE TOP OF PAD TYPE II PORTLANC CEMENT ANGLEIRON . .rAROND PER IME TER OFCONDUT OPENING i W i ASPHALT GRAOE � ���' ' '� � I.. i V, EXCAVATION W GRADE i i i/4� MIN115 GRAVEL y2” i + + + i i 1: SITEPLAN - ELECTRICAL + SFC LSI ARY FOR,MARY-------- SCALE: TY CONTACi5UTILIlk 12' SAND CUSHION Y PGE BRIAN MOORE i 50 3/590 1351 + GTE 4. TRANSFORMER PAD-SECTION 53/620 5943 NO SCALE 16460 0299A-2't-9S AS "TES CVAN DOMELEN LOOIJENGA o PRo, KS 2 94135� � JCrI NC4 ep ALO McGARRIGLE / KNAUF 61U. NIFB DRIVE or 8338 PROJECT NO: 95-2<' 15EAVERTOR ORESON �E�*o –h v INfEAAGr ECINCfRIAC INC � �' ClyiM D M IASNPCER + E F _ N E L E T fR I C 4 L lunbus Avenue,10585 EKPIRES 06-30 BLIP 95.0272,MEC 95-M 19 0128 c- T `S `� 6 T I1' this uolice apiwarsdeal-cf. 1111:1(f the doculliew, the docunlenl is of marginal (ImI':;1, Jill 1111111 Ili a� Anil,,illlIiIIIlIf M , 3 0 X �r ,ri�tA1, • , rti -.+ -'. - Ir r R "• ����, � 4.hen .'j f LUMINAIRE SCHEDULE NOTES Th. SHEET _ �a (D VERIFY ALL RECIUIkEMCNTS WITH 'iERVING UTILITY PRIOR TO BID y�} TYPE 'A': d FT. GENERAL PURPOSE INDUSTRIAL LUMINAIRE. DIE FORMED STEEL 10 PROVIDE ONE 4 INCH, SCHEDULE 40 PVC RACEWAY FOR FUTURE TENANT POWER: STUB p ,; ` HOUSING AND REFLECTpR, BAKED 1hHl'iE ENAMEL FINISH. FOUR 32 WATT � ( ,r UNDER METER CENTER' STLIB AND CAP RACEWAY AT +12 INCHES A.F.F. ADJACENT TO I I / CONNECT FIRE SPRINKLER FLOW VALVE AND TAMPER SWITCH TO FIRE ALARM PANEL. `�� WALL AT TENANT LOCATION AS SHOWN. VERIFY TENANT STUB LOCATIONS_WITH OWNER / I r � •� T8 LAMPS; T1N0 LAMPS IN CROS SEI;TION, EI.x TR C BALLAST. IFY QUANTITY AND LOCATION'S WITH INSTALLER PRIOR TO CH-IM. ' LITHONIA EJ' SERIES, DAYBRITE, COL)MBIA HUEB ,I_. IGHTOL.IER Y T 1 AND A�tCHI ftaCT PRIOR TO ROUGH-IN. \ / _ OR APPROVED SUBSTITUTE. 1 OUTE CIRCUIT VIA EXTERIOR 1_11> TNG CONTROLLER --�- \� lr .Y II PFi0V10E THREE Z INCH SCHEDULE 40 PVC RACEWAY FROM TELEPHONE RAfINATION • TYPE 'B': 6" NOMINAL DIAMETER RECESSED HID GOWNLIGHT NE 50 WATT METAL Q 4 PROVIDE ENGRAVED MELAMINE PLASTIC LABEL AT SWITCH, TO READ DOCK LIGHTS" BOARD, Sh1B-UP AND CAP RACEWAY AT +12 INCHES A.F.F. ADJACENT YO WALL AT ( I HALIDE LAMP. DIE-CAST ALUMINUM HOUSING WITH tj MINIMUM CLEAR ALZAK TENANT LOCATION AND TELEPHONE TERMINAL BOARD AS SHOWN VERIFY TENANT STUB I /I REFLECTOR. HIGH POWER FACTOR BALLAST WI Th h MINIMUM STARTING PROVIDE AND INSTALL 4' X 8' PLYWOOD BACKBOARD FOR TELEPHOrVE EQUIPMENT. LOCATIONS WITH OWNER AND ARCHITECT PRIOR TO ROUGH-IN. TEMPERATURE OF MINUS TWENTY DEGREES L. LIG NE'T, I PROVIDE DOUBLE DUPLEX RECEPTACLE ON DEDICATED 20A CIRCUIT PROVIDE 12 CHAIN-HANG .UMINAIRE AT +18 FT. A.F.F. T, I LITHONIA 'AH' SERIES, CAPRI, HALO, HUBBELL, LIGHTOLIt�< OR APPROVED GROUNDING AS DIRECTED BY TELEPHONE UTILITY COMPANY SUBSITUIE O PROVIDE 120 VOLT, 10 ELECTRICAL CONNECTION FOR GAS FIRED UNIT HEATER. 13 CHAINHgNC LUMINAIRE AT +10 F1. A F.F. TMPE 'C': ARM-MOUNTED, Si3t1ARE HID CUTOFF LUMINAIRE. DIE-CAST ALUMINUM HOUSING VERIFY EXACT LOCAl10N AND REQUIREMENTS WITH DIVISION 15. �ONTROL BY i4 SEE Z/E2 FOR ADDITIONAL INFORMATION WITH pARKBRONZE POLYESTER POWDER FINISH, IMPACT RESISTANT TEMPERED DIVISION 15 I 111 GLASS LENS. FULLY GASKETED DOOR FRAME, ALUMINUM REFLECTOR WITH •• TYPE 4 (FORWARD THROW) DISTRIBUTION, WATT HIGH PRESSURE SODIUM \"_/ PROVIDE ELECTRIC WAU HEATER WITH INTEGRAL THERMOSTAT, 301)0 WATT, 208 VOLT, 15 USE MC CAa;+_E, AS PER SPECIFICATIONS, TO PROVIDE POWER TO TYPE 'A' LUMINAIRES �t . LAMP, U,L LISTED FOR WET LOCATIONS, Gro SINGLE PHASE QM;'RK WhA1-3000' SERIFS OR APPROVED SUBSTITUTE. VERIFY i 10, h0 IQ. 1 10. — ,C LITHONIA 'KID' SERIES, GAROCO, STERNER, HUBBEL�, HADCO, KIM, OR MOUNTING LOCATION vgT•H MECHANICAL ENGINEER PRIOR TO ROUGH-IN. 16 LANDSCAPE '4R,GATIO.V CONTROLLER. SEE 5/E1 FOR ADDITIONAL INFORMATION. �- �,�-�-_- - -� �=��� __=•=-�:}--_�1 - ' --�._ -��..=_R - -�— A APPROVED SUBSTITUTE 17 STUB TWO 3/., INCH RACEWAY FROM IRRIGATION CONTROLLER TO LANDSCAPE 80 COORDINAI:E FIXTURE LOCATION WITH ARCHITECTURAL DOCUMENTS PRIOR TO ROUGH-IN. E AREA AND TYPE 'D' 4' FLUORESCENT STRIPUGHT TWO 32 WATT T8 LAIWPS. BAKED WHITE ENAMEL CAP. ACCURATELY RECORD STUB LOCATION ON AS-BUILT DRAWINGS VERIFY STUB q 4 FINISH. ELECTRONIC BALLAST U NOT USED. ! LOCATION WITH OWNER AND ARCHITECT PRIOR TO ROUGH-IN. r LITHONIA C232, UAYBRITE, COLLIMBIA, HUBBELL. LIGHTOLIER, OR APPROVED 4 - SUBSTITUTE. T -r —, TYPE 'F' 8 FT SURFACE MOUNT ENCLOSED INDUSTRIAL FLUORESCENT LUMINAIRE IMPACT- y RESISTANT UV-RESISTANT, POLYESTER HOUSING, L. LISTED FOR DAMP IVAN ` ! - LOCATIONS, FULLY GASKETED 'I� )AL-RESI$TANT CRYUC DIFFUSER. FOUR V r ' 32 WATT TB LAMES, TWO LAM." J CROSS-SECTI ELECTROIIIIC BALLAST I10 I , WI11{ A MINIMUM STARTING TE14''_HmTURE OF ZERO,DEGR ES F RENHEIT. I I �' G- //� �1'IINONIA 'DM' SERIES!, DAYBRI FE. COLUMBIA.-HUBS LI( TOUR, OR APIyRCrVE SUBSTITUTE. i I flit 1 r I IO Lo C, T 7 /10 • 110 I A' ' I I 1,010 I ^-1 =�- - 2H-10.12. 3 .11 B. B. 1 I UH-8 6 if 10 u I I I 1i. 11j I10 t 11; 1 2H-13. C 12. I TYP2. `� r I UH-5 L.H-6 6 I a UUj 'A' now I I j A, I (� A, I A I Uj 1) IY i n u 2H-22. i �! 6 UH-3 i 1 'T" ----------- - -- 12. 'I A' A, �'s 2H-11 �r------- - - ----�% I I A' ,�--- D C ,,j,, I DJ12, III T 1241 !i UH-4 6 `�' I I I F ... .__ � Y 1 II w i 1 s � b �l/ w 3 EXTERIOR i i C4 _ --- Q 7 5 T LEPH N i i i 'F � PAK[ LOCATION IIMTA6E FLUSH — N.l 0. Q, '` -� E1 LIGHTING TERMINAL , Utk SIZE CONTROLLER \ I i 2H-14 �i A. -� L) BOARD M.I FL.r ..r_ /)LosSURFACE X 100 A I MIN225 A 6=------=� `j W A• I I 10 II I R crxx _j0 MA 400 A 11C \ _�v a tl F I 6OA— I 'q' FIRE ,ALARM Q' 18 UH-2 6 _ - PANEL �_ - __ ___ C A 0 PIKSE PWtSE A C 2H-�D c..� " ,r I - R- =.SAB ' L�111 0 .0 A S C if P L ITEM/LM I 1 +�2H-7, +1 _ ,- '� ' OF 2 PANEL 2H j �r===== ---------- - --- -- -- --__________ -______-______-__ --- ____-- ------------------_ ----- --- 10- It- LOCATIONS 2H-3. 2H-1.15.E i A' A' �i�-- --- - -- -- ------ - -- - --------- - 2H-2.4.0 _ ------------------------- ---- ----- ----------------- 13 _ - - _ 11161,-4 .. .. "' �H-6 D' -- - 2H-18. ---- / , OIL- 4 i 2H-14, ��� j �ETER CEN TER / I10 1 FLOW AND TAMPER SWITCHS 2 2H-8. U F R P A' A' r� A• � I10 � W 2H-16 i �� I 11_ • Ih ! r� 4 I ,F I OCK iNZ A ' ( f r>�(3 11 ! I I t LXM Ito LIFE Lam ON o �VIMM W1 �M FNLT •F I 1 '�T' S I= Tut► IM16MIilER O. --1�'-- -- - -- - L _ — _ REFERENCE ory NORTH 10 Panel Schedule 100 PNL 2H -- 3 Phase 4 Wire Voltage LL, 208 Voltage LGI 120 \` I FLOOR PLAN - ELECTRICAL OC Devices: MLO Device Family, BOLT-ON Mounting, SURFACE Enclosure M - Comments: 9 NEMA 1 3/32" . I'-C" - Bus Rating 1225 Available Fault Dutyt A 3 Phase Ck•t Description/ *Load Criteria■ Total Remarks Device P Device Remarks Total ■Load Criteria■ Description/ Ckt No Location Type Ea Qty Dem VA Amps P H Amps P VA Type Ea Oty Den Location No 21" 42 21" 3. IAavlaa ono4Jns Diagram a follows; I R-TELEPHONE TERM BD REC S 360 20 1 A 30 2 y 3 EXTERIOR LTG CTRLR GEN 1500 HEAT 5 MALL HEATER 2 ---PROVIDE BUSS FINGERS FOR 1 200 20 1 B --- 2 1500 HEAT 5 - 4 - - - - ~— CIRCUIT BREAKERS TO BE SERIES-RATED TO �' � ^Distribution Penh T•titg shNt w tg00A,277/4110 vdt,3 phase,4 wire. 5 FIRE ALARM PANEL GEN 1 500 20 l C 20 l 250 LT$ 2 L-ELEC/FIRE RISER R 6 FUTURE SECTIONS WITHSTAND 25,000 AIC FAULT CURRENT 7 UH-I , UH-2 HEAT 5 800 20 1 A 30 1 1500 LT$ 2 L-EXTERIOR WALL MT 8 1. Main Distribution ►•nN du•a aa+ua of the uteky rarrrtkvtlon section and. 9 UH-3, UH-4 HEAT 5 800 20 l B 30 I 200A tmtarAttain dlsoonrt•ot s•cUon only. hovids bull linpan to allow for l l UH-5, UH-6 HEAT 1400 LT$ 2 L-EXT SOFFIT/WALL 10 FUTURE 800A 800A - future Installation el addMoml nI sootions. 5 800 20 1 C 30 l c 13 UH-7, UH-8 HEAT i260 LT$ 2 L-EXT SOFFIT/WALL 12 I! ► SECTION I i r-1 n I I PANEL o. hour+loon•229A440V,3phaa.4wire,mein lug.3pdreuitPanelboard'4H l5 LANDSCAPE IRR1G CTR GEN 1 400 20 1 B 20 I 750 LTS 2 L-LOADING DOCKS 14 I7 SPAR O L S 2 L-WAREHOUSE r- - -•- - - - I '2H' fed via 200A c1►cWt beaker at M•In platrlwday Psn•1. faWa•Mil be four E 16 _L ( Me.3R1.one No.4ground,In2•tnWeft asioWI rr**ri•o. beeettooMdhml 20 1 C 20 1 750 L-T$ 2 L-WAREHOUSE 18 11 SPARE 20 1 A 20 1 750 LT$ 2 L-'WAREHOUSE 20 111e1tedtAe la eddldtuuM Infennellen:tales pglwng and woo boatel rtNtiaalVY p 21 SPARE 20 1 B 20 l 750 L T$ 2 L-WAREHOUSE 22 1 r• I y M y ' ' " " y ' GENERAL NOTES __ 23 SPARE c'0 1 C pp I i I. fvovid•t gKVA 430•t lO/!ow 3 pheM Mop-down tt•nef"isif.fad vi•Penal --- 25 SPARE SPACE 24 L I I I I I I I I r r CIRCUIT BREAKERS TO BE SERIES-RA D TO 4N',to Power F*W'2H•, provide feeder utd orerournn,devisee as Meted 27 SPARE 20 1 A SPACE 26 UTILITY r-. I 1• 1• i- ��2.,+yZ251y22 A WITHSTAND 22,000 AiC FAULT CURRE T on attasMd"Dry Tppe TrMt•tennet 6WMd„le•, 29 SPACE 20 1 C SPACE 28 � I I ' �3 FIRE ALARM SYSTEM IS BIDDER DESIGNED, CONTACT LOCAL 31 SPACE SPACE 30 TRAN5FORME�I I t r t- I P 5P 13P 4-I4/0 c, MviM PWW la sofndMe ppeftednd CODE AUTHORITIES PRIOR TO SUBMITTING BID AND SUBMIT 225A225A 22 A t I 1- r. '33 SPACE 6 SPACE 32 I I 3P 3P 3p� I 1 I2 CU CND IRE ALARM PLAN,, r0 AUTHORITIES FOR APPROVAL AND SPA i I I IN 2-1/2" C, NCLUDE ALL DEVICES REQUIRED BY LOCAL AUTHORITIES. 35 SPACE C CE 34 37 SPACE SPACE 36 ry. A SPACE 38 ( 1 - I 2. .PROVIDE THREE SPARE ZONES IN FIRE_ALARM SYSTEM 39 ;PACE B SPACE 40 J - •.--! :•.;. I LQ -Z 2"1 S � �_ --- '•-----�.-----_. ,..�- _ _-- --...-.-•�.,�.r---f^� 41 SPACE - - - I �, �,EE �JI°F'I,I%M�MTA L I NFo, �5•I) N�• ( ppGUMEN TS\ C SPACE 42 } _ R 2 4 AVAILABLE FAULT - lSF>EET E-I -2), �r - ,/ ENDUSE LOADS: PHASE A VA 6460• PHASE B VA 5800. PHASE C VA 3560. /� _ _ _. TOTAL LOADS CONNECTED KVA 15.6 DEMAND KVA 15,6 DESIGN KYA 17.9 ff CURRENT = 24968 AIC CONNECTED FLA 43.3 DEMAND FLA 43. 3 DESIGN FLA 49.7 F E1 Et �_ -•-•- �— MAIN I TRIG TI PANEL M P —�-� COMMERCIAL METERING CENTER — --- _ SQUARE D CME SERIES 1-4" 1 4-4' _ H 40 H 4Q QVC O - I W/STEEL ELLS W/PVC ELLS I 15 22 9S Ry11=EO �IoTE� CIA W VAN DOMELEN / LOOIJENGA �-� O J B C N S cJ' D E N T E }� ���° PRO, CHECKED Nn. fs ALO IQIi� 1 JUi 99 d�'IH . ON LINE DIAGRAM _ — — McGARRIGLE / I<NAUF SA NIi"I!l1,16 DRJYE 8331j�� 01 Ne vNO SCALE 208Y/120 VOLT, 36, 4W PRO.JECT N0. 93-265 !lEt41/L1lTOl, Q}QEf�,tqN � � 3iD1~•I -®• y .- — GON u y 1= INTMAGE EMIIIERIM; IAC. r i o' Arrrirf li•T fiyisw►rt .� � a � r� I Ch1LyN k '.4 phi to 141011, uwgwf ItEJI 3PENCEII kl VISIT) 5 3933 S.W, KELLY AVENUE PORTLAND, bRECON 97201 (503) '._'22-4453 00 �L 4N ! .. E2 rn EXPIR S 06- -9'' r i,l f3I1P 95-0272,1MEC 95-Oft " j I of 26 02 31 If Thi nilliyc ;Ippenrs <iclucr Than IIIc dncumcnl, the docunycnl is ni'nuu'};in;yl y, I{Illll��l�lil I{ (II���II�I lE4���<<j�'.���.I�IIIIIIIII{III IIIIIII�II►III ►IIIIII111i11 I IIIIIII�IIIII I III�III�II•II I Illilll�l{I{I I IIII111�11�111 ( �Iilllfl{-�1- (Illlll�I{III • — — , _. 'thllnlllnnhln nnlll►III11�111tt1itm i mllll�l lnlhllllllllhllllll►IIIlnllnlllnlllllllllllhndnlllnullnilullhniluulnlllnnlnlNlnll11N11—iilnllln Iltlltlll Illllttlll►Iltltrri ttli'nl tlt�tntl � �. rt � Illinlll i, T r I #. : " ..�:;' - I I. a f r _ _•, - f 1_I M19 �*14 .fit '11 Y-'4 I h +, t I>, tiyEC11pd IB010 - BASIC ELECTRICAL REQUIREMENTS ` . r PARI' 1 - GENERAL 3.4 CLEANING rt' 1.1 DE. 110N5 2.6 CIRCUIT AND MOTOR DISCONNECTS 11 A. Tools and Materials. A. Toggle Type Disconnect Swctchss: 120 volts, single pole, 20A, 1 HP maximum. NEMA 1enclosuref r K. Electrical Identification ,` A. Where the words "furnish", "provide "install" appear in this Division, Or o monufacturer islndicuted with Item 1. Keep tools and materials in on orderly manner throughout the ronst►uc,tiov period. o 1 Graphics Coordinate names, indoors and NEMA 3R enclosure for outdoors. P e o es, and designations used on the Drawings with equipment "� Or product catalog number listed, install and furnish the item complete and operating for thelobate �' function intended, unless noted otherwise. D 9 purpose yr 2. Upon Completion of the work, remove oil supplies, materials, tools, etc., furnished by the Electrical 8 Manua; Motor Starters: Quick-make, quick-brook Thermal overloud protection Device labeled with maximum s� B. AM references to power system voltoges ore RMS per definition in NEC 100, Division u 2. Under rurnd Utilities Markers: Install continuous B. girt, Debris and Dust: voltage, current and horsepower Square-D, Goss 2510, Siemens, General Electric, Cutler-- 9 uous tope. 6" 8" below finish grade, for each exterior Hommer/Westinghouse, or Challenger Provide NEMA 1 enclosure for indoors and NEMA 3R enclosure for underground raceway. 1.2 SYSTEM DESCRIPTION I. Remove dirt and debris Of whatever notate caused by the execution of the electrle0' work. 4- ou3. Conductor Identification Apply markers on each conductor for control, signaling and communications 2. Leave the entire electrical system ;nstolled under this Contract in clean, dust--free and proper working C Safety Switches Heav dirt fused t e, dual rated, quick-make, circuits. A. Design Requirements: Elactrrc0l systems required far this work includes oil labor, materials, quipnienl. and order Y Y y. yp quick break with fuse rejection feature for 4. Irts1011 on engraved label on each major unit I use with Class "R" fuses only, unless other fuse t 9 pr u 1 of electrics equipment, including but no'. ;,:Wiled to the services necessary to complete installation of electrical work shown on Drawings, specified herein or required y, type is specifically noted. Provide NEMA I enclosure for following t m : .;.` indoors and NEMA 3R enclosure for outdoors. Switches clearly marked fpr maximum voltage, Curr ret n e s Disconnect switch•;, relays, contactors, time switches, override switches, service for o complete operable facility and not specifically described in other Ser,tions of these Specifications. Among 3.5 EXCAVATION AND BACKFILL g e and disconnects, distribution switches, branch : uit onelboards n I r °T the items required ore- horsepower. Equip enclosure with defeotcble cover interlock. Switches rated for maximum Oval) Is fault P and centra o master �nif of each electrical A. . Refer to Division I, General Requirements. current Monufuctured by Challenger, Cutler-Hommer/Westinghouse. Square-0, or Siemens system including communication/signol systems. � �� I. Service and distribution equipment shown on Drawings 8, Perform oil necessary excavation and bock/ill for the Installation of electrical work and oa indicated herein, e 5 S. Install engraved branch n I r c g e po a boa d identification labels on the inside of Flush panels, visible when doer • 2. Feeders to subdistribution and branch circuit parcels, HVAC equipment, and specific equipment og C For nonmetollic conduit and direct �uriol cables, place a minimum 3- inch cover of sand or clean earth fill oil 2 7 SUPPORTING DEVICES is opened. Install label on outside of surface panel. 14 indicated on Drawings 6 Install signs at location indicate . 3. Brooch circuit whin from the branch circuit lighting, P � around the cable or conduit on o leveled trench bottom. Loy all steel conduit on a smooth level trench bottom, A. Hangers: Kindorf B-905-2A channoi H-119-D h 9 s d or, where not otherwise indicated, location 9 D was washer, C105 strap. 3/8-inch rod with ed, vtx best convenience of 9 panels for li tin receptacles, rection boxes, molars, so that contact is made for its entire length. Remove water from trench while electrical conduit is being laid. ceiling flange. viewing without interference with operation and maintenance of equipment. s�q'1al systems and other indicated circuits wiring 9 8. Concrete Inserts: Kindorf D-255, cost in concrete for support fasteners for loads up to 800 pounds. 4. Lurninoiree. control switches, receptacles, relays, supports and other accessory items, 3.6 NOISE CONTROL C Pipe Strops Two-hole galvanized or malleable iron. 3.4 FIELD QUALIT( CONTk']L t, 5 Wiring and final power connections for motors installed for hootin coolin and ventclotion � D luminaire Chain: Campbell Chain 75031, 90-pound test with st6el hooks. ' g' 9 A Do not place outlet boxes at opposite side of partitions bock to bock or use straight through boxes A. Wiring Device Tents: Test wiring devices to ensure electrical continuityof grounding connections n f .'. 9 9 and after ; F 11 7. Fire Al r systems fpr special systems, provide reels or conductors only p9 indicated. B. Do not place contot tors, transformers, starters and similar noise producing devices on wells which ora comma, energizing circuitry, to demonstrate compliance with requirements 2.8 ELECTRICAL IDENTIFICATION P t . Test receptacles for line to neutral, line "I I7. Fire Alarm and other systems, complete as indicated on the Drawings. to occupied spaces unless specifically called for on the Drawings. Where such devices must be mounted on A. Engraved Labels. Melomine plastic laminate, white with block core, 1/16-inch to ground and neutral co ground faults. Correct any delective wiring 1 k walls common to occupied spaces, mount or Isolate in such a manner as to effectively prevent the transmission thick, manufactured b `" �" :, 1.3 SUBMITTALS A. Materials Substitutions p' space. g yl Y B. Feeder Test: Test contactor insulation for and below. with 600V megger Minimum insulation rniatonce I LOmicoid. En rovers standard letter style, minimum 3/16--inch high letters, all capitols. Drell or punch labels acceptable is 1 megohm for systems 600V and Gelow. " of their inherent noise to the occupied for mechanical fastening except where adhesive mounting Is necessary because of substrate. Use self topping C, Ballasts, contactors, starters, transformers and like equipment which ore found to be noticeably noisier than stainless steel screws. I. Submit requests for material substitutions to the Architect in compliance with Contract Document other similor equipment on the project will be deemed defective and require replacement. ' % requirements Concurrent) submit t qB. Conductor Numbers Manufacturers standard vinyl-cloth sell-adhesive cable and conductor markers of the SECTION 16400 - SERVICE AND DISTRIBUTION . `� y, s two (2) additional copies directly to the Architect's Consultingwraparound type Preprinted black numbers on yellow field Manufactured by Brody or approved. `ti t Electrical Engineer 2. Indicate any deviation or noncompliance by on attached letter explaining a proposed change. Approval SECTION 16050 BASIC MATERIALS AND METHODS C. Branch Circuit Schedules: Provide branch circuit identification schedules, typewr,tten, clearly filled out, to PART i - GENERA!_ of submitted moteriol does not rant deviation from the Contract r �Q identify load connected to each circuit and location of load. Numbers to correspond to numbers assigned to 1.1 SUMMARY 9 ubstreme m Include in Bid Sum each circuit breaker pole position. additional expanse resulting from the Contractor's decision to use substitute materials including all costs PART I - GENERAL A. Stiction Includes Jil +•'' by other affected crofts. D. Underground Utilities Markers Inert polyethylene plastic ribbon, 6 inches wide by 4 0 mil thick. Safe! Red I.1 SUMMARY for electric Y 1 Metering Equipment ' B. Product Dvto: Submit in accordance with Instructions to Bidders. Attach items of like nature to one A, Section Includes, Dower distribution. Safety Alert Orange for telephone. signal, data and cable TV. Imprint r t over �-rf substitution form I. Raceways, entire length of ribbon in permanent block letters, the system description, selected tram manufacturer's 2. Grounding standard legend which most accurately identifies the sub-grade system. Manufactured b Allen $ tems, Inc 3. Moan Distribution Ponelboord, cry C. Shop Drawings: 2. Wires, Cables and Connectors. Y Ys 4. Branch Ppnelboords. . 1. Submit in accordance with Division 1. Include physical and electrical characteristics; i.e, dimensions, 3. Outlet Boxes. D. Circuit Breaker Identification Provide permanent identification number in or on oneibo r kq P p d dead-front adjacent to each circuit breaker pole position Jp 5. Fuses and Circuit Breakers 4 ,: moleriols, voltage, phase, etc., of all new equipment. Include installation wiring diagrams for each special 4. Devices and Plates. 6 Can tactors. system and communication system. 7. Time Switches and Photoelectric Switch j 5. Disconnect Switches. PART 3 - EXECUTION ?. Ii coverccxis, discrepancies prior to r conflicts between Shop Drawings and the Drawings and Specifications, DrInsare 6. Identification 3.1 ELECTRICAL CHARACTERISTICS B. Fees: Pay Oil fees levied by Serving E,ectnc Utility to provide service to this project Obtain fees from Serving f� discovered either !e om Se vi q pricx to or otter Shop Drawing Submittals are processed by Architect, Drawings and A. Verify electrical characteristics of equipment prior to installation of conduits and wiring forequipment. Electric Utility prior to submitting o bid. Specifications take precedence 1.2 ELECTRICAL CONNECTIONS 9 3 Shop Drawing Submittals processed by Architect are not Chore a Orders The Coordinate HVAC voltage requirements with Mechanical Drawings prior to rough in. 11.2 SYSTEM DESCRIPTION 9 purpose of Shop Drawings A Connect equipment, whether furnished by Owner or other Divisions of the Contract, electrically complete is to demonstrate on understanding of the design concept. A. Electrical Service: D. Project Record Documents: 3.2 MOTOR BRAIJCH CIRCUIT HARING 1. Utility Company Requirements: Comps in ever respect with requirements 1.3 SUPPORTING DEVICES A. Do not install electrical equipment or wirin^, on mechanical equipment without r Y Y D equ ements of Serving Electric Utility 1. On completion of work, deliver to Architect one sat of accurately marked reproducible drawings. Show A Safety factor of 4 required for ever fastening device O► sirY q Y 9 apart for electrical equipment installed. (Supportapproval of Architect pertaining to equipment installed by Division 16. all change and variations from Drawings and exact routes of oil feeders, service Conduits and location of to withstand four times weight of equipment it supports). B Provide moisture tight equipment wiring and switches in ducts or plenums used for environmental air. 2. ServiceLateral C Connect motor starter branch circuits corn tete from Raceways: Provide service lateral raceways terminated of current transformer section of all conduits sletteri out for future continuation with definite dimensions and banal depths p panel to motor as required by Coda enol manner herein Mom Distribution Ponelboord. 2. Drawings and lettering, neat, clean and legible. PART 2 - PRODUCTS described. 3. Metering Equipment Enclosure: Provide terminal enclosure with six 22500 amp, 3 phase circuit breaker 3. Order and pay for required re rOduribles. Original t,ocin s, for 0. Motor starter and Control devices and wiring provided by other pivisi0ns unless noted on Drawings.D g g purpose O/ producing Record Drawings, 2.1 RACEWAYS g sections. Free�toi,ding. Construct metering center in 0 modular manner to accept additirnal secttons 0 ': provided by Architect of start of project A Conduits: 3.3 INSTALLATION meet disconnect rule 4. Maintain one "work" set on project site of all tunes Work set subject to inspection by Architect during 1. Galvanized Rigid Steel Conduit (CRC): Hot dip galvanized after thread cuttin Manufacture in 4. Met5r Bose As required by Serving Electric Utility. Construction 9 A. Conduct: 5. Provide service lateral conductors where shown on Drowinqu. E Conformance with Federal Specification WWC-581 (latest revision) and ANSI C80.1• I. Conduit Joints: Assemble conduits continuous and secure to boxes, Operatiat and Maintenance Toto• 2. Intermediate Metal Conduit (IMC): Hot dip galvanized offer thread cutting. Manufacture in conformance panels, luminaires and equipment B. Grounding Design Requirements: I. Submit the following prior to final acceptance and Contractor's request for final payment with fittings to maintain continuity Provide watertight joints where embedded in concrete, below rode I. Provi + r n in. q po eat for Division t6 with Federal Specifico ion WWC-581 (latest revision). or in damp locations. Seal PVC Conduit joints with solvent cement and metol on 9 d, g n d T and bonding of electrical service, circuits, equipment and special systems as required work, an conformance with the Project Closeout requirements of the General Provisions 3. Electrical Metallic Tubing (EMT): Hot dip galvanized and chromate coated. Manufacture in conformance conduit with metol thread by Code and incicotad in the Contract Documents. o. Operation Drawings. primer. All rigid conduct connections to be threaded, clean and tight (metol to metol). 2. Ground all metal -^rewoy systems. with Federal Specificatia, WWC-563 (cutest revision) and ANSI C80 3. 2. Conduit Placement: Install continuous conduit and rocewa s for electrical 11 b. Opera!on and Maintenance Manuals 4. Flexible Conduit: Reduced wall flexible steel conduit Hot dip galvanized Manufacture in conformance Y power and signal systems 3. Bond all junction or pull boxes to feeder ground conductor or grounded metal raceway. 2. Provide four complete sets of Operation and Maintenance Manuals including, but not limited to, the with Federal Spe:ification WWC-566 wiring. Exposed conduits are permitted in Mechanical Rooms or spaces where walls, ceilings and floors 4. Establish o buildinground electrode Uffer in building toner f will not bb covered with finished materials Where Documents permit exposed conduit install parallel or Performance 9 ( ) q etc outing. following: 5. Flexible Conduit, PVC Coated: Hot dip galvanized steel. PVC chemical resistant jacket extruded to core, 5 Requirements: Supplement the rounded neutral of h n at right angle. to building lines, tight to finished surfaces and neat) offset into bore n i9 the secondary distribution system with �` " o. Schemotac diogroms, inat011otion wiring diogroms and instructions and Operation and Maintenance y s Do of install an equipment meatgroundingm �`� � up to 1-inch trade size. PVC chemical resistant jacket, tubed over core, up to 4-inch trade sire. condwty or other electrical equipment in ova q P system to properly safeguard the equipment and personnel Install equipment Manuals for 0►! communications, special systems, signalling and control systems and equipment. 6. PVC: Class 40 heavy wall rigid PVC. Rated for use with 90C conductors. Manufacture in confofmOnce obvious passages, doorways, scuttles or ;,rows spaces which grounding such that all metallic r P equ p eat would impede or block the area passage's intended usage. Do not install conduits on surfoce of building 9 gstructures, enclosures, raceways, function boxes, outlet boxes, el circuits D. Complete lumcn0ire guts inCluding lamps furnished for all lumcnpires with Federal Specification WC1094A and NEMA TC-2 q machine frames, portable equipment and other Conductive items in cic se proximity with electrical circuits C. Shop Drawings and Installation, Operation and Maintenance Manuals for all exterior, on top of parapet walls, or across floors, operate continuous) at round potential and provide a low impedance power distribution and B. Conduit Fittings: 3. Maximum Bends: Install Code sized Y 9 D P o pedonc� path for Possible ground fault controe equipment including service and distribution equipment, branch panels, etc. I. Bushings Insulated type for threaded Rigid and IMC conduit Thomas do Betts 1222 Series or 0-Z pull boxes to restrict moximum bends in a run of conduit to 270 currents. d Copies of certificates of Code Authority acceptance, Ord test data and other degrees. Conduit bodies, condulets, not permitted in feeders. C Ponelboord Design Requirements warranties, etc. specified elsewhere herein and/or indicated on the Drowings, special guarantees, 5edes� "B Serres". Insulated grounding type for threaded Rigid and IMC conduit: 0-Z Gedney "BLG 4. Conduit Terminations: Provide conducts shown on Drawings which terminate without box, oriel, cabinet or conduit fitting with not less than five 5 full threads. Bushings n p e I. Provide integral current transformer ors at Main for installation of current transformers and termination 3 Assemble each set in standard hardback, 3-ring binder(s). Do not exceed binder fill of 50 percent; i.e., 2. EMT Connectors and Couplings Steel gland, Tomic, Breagle or G-Z Gedney 7000 ST Series, reinsuloted ( ) s gs a d metol washer type sealer between o/ secondary service on of conductors at Main DistEqui on P n I P bushing and conduit end. a e board. t-inch thickness of paper in 2 inch binder, Use tabular dividers to organize the materials in the some type connectors Set screw type, zinc plated, steel. Provide continuous ground wire with set screw 2. Provide Man Distribution Ponelboord with Integrated Equipment Short Circuit Rating greater than available order a9 this Specification Mork each divider according to (sub)saCtion number and name. 5. Flexible Conduit Install 12-inch minimum slack loop on Flexible metallic conduit and PVC tooted flexib n fault current, as determined by Serving Electric Utility, at the current transformer terminals. connectors/couplings. metallic conduct. 3. E xponsion/Deflection Fittings: EMT use 0-Z Gedney Type "TX". GRC use 0-Z Gedney Type "AX', "DX" 6. Conduit Size: Size as indicated on Drawings. Where size is not indicated, provide conduit in minimum 3. Minimum Branch Circuit Ponelboord Integrated Equipment Short Circuit Rating, 10,000 RMS symmetrical 1.4 DELIVERY, STORAGE AND HANDLING and DXX,". amperes at service voltage less than 250VAC. �_+ A, Acceptance at site Code permitted size for THW conductors of quantity required for complete operation. Minimum trade size s allowed. . I. Do not use scratched, marred or deformed materials 2.2 WIRES AND CABLES 1/2 inch ze 4. All Field Replaceable Lugs: Compression type, no set screw lugs 5. Cable and tree conductors in ponelboords with plastic ties. Do not use luminaires, material or equipment in wupper, et cartons or boxes, stored in or exposed to rain, water, A. C 7 Conduit Use Lucotions 6. Provide all panels and circuit breakers UL Series rated. dust, dirt or snow. , 600 volt rated throughout. Conductors 14AWG to 10AWG, solid or stranded. Conductors BAWG o. Underground: PVC. 7. If series rating is used to provide required fault currant interrupting capacity, identify and larger, stranded. Phase color to be consistent at oil feeder terminations; A-B-C, top to bottom, left to right, G g p y, all equipment as front to bock. Conductors 3AWG and larger, minimum insulation ratio of 75C. Insulation t 9 b. Cast-in-place concrete, masonry, damp locations and subject to mechanical damage: GRC or IMC. required by NEC. I.S SEQUENCING AND SCHEDULING 9 saes cl-IWN, THHN c. Ory, Protected: GRC, IMC. EMT. A. Cooperation with Other Crafts: or XHHW. Color code conductors as follows d. Sharp Bends and Elbows: GRC, EMT use factory elbows 1.3 SUBMITTALS 1. Cooperate with other crofts and contracts as needed for the r PHASE lock08V WYE e. install pull wire or noon cord in empty raceways proper execution of the work. A Black D yl p y provided for other systems. Secure wire or cord A Submit product data for metering equipment. 2. Prior to the Installation of equipment, verify the requirements indicated in Division 16 with the actual B Red at each end. B. Submit Shop Drawing of metering equipment. electrical requirements and characteristics of the equipment supplied. f. Large Radius Bends and Elbows: Use telephone ells where linking sections of receptacle raceway C. Ponelboord Shop Drowings; Submit Shop Drawings of pvnelboard assemblies including dimensions of C Blue for installation of Video or Data Cable 3 Obtain wiring or schematic diagrams for confirmation and cDnnectcons Bring deviations to the attention Neutral White enclo-ures and trim covers. Indicate top and bottom Conduit entry preps. of the Architect, g. Motors, recessed luminaires and equipment connections subject to movement or vibration, use D Overcurrent Protective Devices Product Data: Provide instantaneous let-through current curves and overage 4 Examine the Drowings of all other trades or crafts to ovoid conflicts. Resolve conflicts with the Architect Ground Green flexible metallic conduit. melting time current curves for fuses supplied to project. Provide product data and time/current trip curves prior to installation h. Motors and equipment connections subject to movement or vibration and subjected to any of the for circuit breakers supplied to project. B. AC/MC Coble High strength galvanized steel or aluminum flexible armor Full length minimum size No. 12 following conditions; exterior location, moist or humid atmosphere. water spray, oil or grease use E. Submit product oscula cut sheets n B. Safety Refer to Section 00700. General Conditions copper ground wire, THHN 90C conductors, full length tope morker. Overall PVC or nylon cable tope. Short p 9 t or co toctors. time switches and photoelectric switches. circuit throat insulators, mechanical compression termination. Manufactured by Alflex. AFC, or Carol. install Ci coated liquid tight flexible metallic conduit. 1.6 WARRANTY 8. Branch Circuits: Do not change the intent of the branch circuits or controls without Architect's approval PART 2 - PRODUCTS A. General Warranty. Comply with the provisions of Section 01700, Contract Closeout. only in locations specifically noted on the Drowings. Homeruns for 20 amp branch circuits may be combined to o maximum of six conductors in a homerun. 2.1 EQUIPMENT PART 2 - PRODUCTS 2.3 CONNECTORS Apply derating factors as required by NEC 310 Increase conductor size as needed. A. Meter Bose/Equipment. Provide metering equipment (except meters and CTs) for energy/demand 9. Feeders: Do not combine or change feeder runs and ill have A. Copper Pods: Drilled and tapped for multiple conductor terminals. 9, Sleeves and Chases: Provide necessary rigid conduit sleeves, openings cad chases where conduits or cables energy/demand meters as required by Serving Utility far house meter only. Five mater base/mains shall have 2.1 MANUFACTURERS B. Lugs: Indent/compression tsps for use with stranded branch circuit or control conductors. Manufactured b space only. A. General: Like items horn one manufacturer; i.e., luminaire types, switches, receptacles, breakers, Y ore required to pass through floors, ceiling or walls. Maintain integrity of fire rated assemblies at penetrations B Ground Rods. Characteristics: Copperclad steel, 3/4-inch diameter, 10 feet long, tapered point, chamfered panels, etc. Anderson, Burndy, Ilsco, or Thomas dt Betts. of walls, Ceilings or floors. top. Manufactured by Weaver. 9 2.2 MATERIALS C. Solid Conductor Branch Sot Circuits: Spring connectors, wire nuts, for Conductors f1o. 18 through No. BAWD, C. Fire 'Wrap: Provide continuous one or three hour fire blanket where required by code or noted. Prnvide wrap C. Grounding Connectors: manufactured by Ideal, Scotch-Lock, or 3M, for fire pump feeders per NEC and NFPA. Use endothermic ceramic fiber blanket. UL-listed with all required 1, vround Rod to Horizontal Ground Conductor: A. Provide electrical materials of the type and quality rndicoted, a' approved, new, listed by the Underwriters" Hydraulic compression tool applied, Burndy YGLR-C or Laboratories, bearing their label wherever standards hove been established and label service is regularly 2.4 BOXES mounting apparatus O! directed by system manufacturer. Interom-Ceramic or approved. Thomas do Betts, furnished by them. Indicated brand names and catalog numbers are used to establish standards of A. General: D. Foam Sealant: Foam se,)tont for use around conduit penetrations to prevent passage of smoke, fire, toxic gas 2. Ground Rod to Vertical Ground Conductor: Hydraulic or water. Maintain seal before, during and after fire. In and around conduit for thermal break at Compression tool applied, Burndy YGHP-C or performance and quality. The description of materials listed herein governs in the event that catalog numbers I. Luminaire Outlet: 4 inch octagonal box, 1-1/2 inches deep with 3/8 inch lumincire stud if required penetration Thomas do Betty. do not correspond to the materials described hereon. of barrier between hooted and unheated spaces. Chose Technology Corporation CTC PR-855, Fire Foam, 3. Exothermic Welding Process: Codweld. Provide raised covers on bracket outlets and on ceiling outlets. Thumps do Betts. D. Pipe Grounding Clamp: Mechanical ground connector with cable parallel or [. Device Outlet: Installation of one Or two devices at common location, minimum 4-inch square, minimum E Wires and Cables p perpendicular to pipe Burndy GAR, 2.3 ACCESSORIES 1-1/2 inches dee Single or two on flush device raised covers. Raco Series 681 and 686 or Bowers. 1. 0-Z Gedney, Thomas dr Betts. / D 9 gong Conductor Installation: Install conductors with core to Avoid damage to insulation. Do not apply greater E. Main Distribution Pvnelbovrr+ and Branch Pon Ib r n A. Special Features and incidentals 3: Multiple Devices: Three or more devices of common location. Install one loco a oo ds Construction: 1. Include special features, finishes, description or requirements indicated in the Contract Documents for piece device cover. Install one device per gong. Raco or Bowers. D song boxes with one tension on conductors than recommended by manufacturer during installation. Use of pulling compounds 1, Siemens, S uore- tier is permitted. Clean residue from exposed conductors and raceway entrances after conductor installation. q D, Cute ,dammer !Westinghouse, Challenger, General Electric: or approved, particular items or equipment, regardless of Inclusion in the item's listed catalog number 4, Masonry Boxes: Outlets in concrete, Raco Series 690 or Bowers. 2. Standards: Comply with requirements of UL 891, NEMA P82 and NEC 384 in construction 2. Provide and install O5 port of the Contract work all incidentals, not specifically mentioned herein or noted S, Construction; Provide galvanized steel interior outlet wiringboxes, of the type, shape and size, i I Do not use pulling compounds for installation of conductors connected to CFI circuit breakers or GFI Distribution P n I r of Moire 0 •boo d. Provide short circuit currPit rating (Integrated Equipment Rating, IER) for YD p including receptacles. pa ielboords. Furnish ponelboords with UL label. on the Drawings, but needed to complete the system or systems, in 0 sole and satisfactory working depth of box, to suit each respective location and installation: constructed with stomped knockouts in 2. Conductor Size and Quantity Install no conductors smaller then 12AWG unless otherwise shown. condition bock and sides, and with threaded holes with screws for securingbox covers or wiring devices. 3. Maid Distribution Ponelboord Enclosure: Free standing, dead front with (runt accessibility required. 9 Provide all required conductors for a fully operable system whether specifically shown or not. Fromework constructed of formed. Code gouge steel, rigidly welded and baited together to support oil S. Accessories: Provide outlet box accessories as required for each installation, including mounting cover plates, bussing and component devices Burinshipment 2.4 FABRICATION brackets, wallboard hangers, extension rings, luminaire studs, cable Clomps and metal straps for 3 Conductors in Cabinets Cable and tree all wires in enols and cabinets for power r n 9 D 9 and installation bolt steel base channels A. Shop/Foctory Finishing: Modify manufacturer's products at the factory to comply with the special supporting outlet boxes, compatible with outlet boxes being used and meeting requirements of individual P po e Ord control. Use to the frame to rigidly support the entire shipping section for moving on rollers and floor mounting requirements noted. 9 9 q plastic ties in panels and cabinets. Tie and bundle feeder conductors in wirewoys of ponelboards. Provide each section with mdividuJly removable top plate and open bottom to permit installation and wiring situations. F. Connectors: Retighten lugs and connectors for conductors to equipment prior to subctOntial completion. termination of service and/or feeder raceways: Provide full height barriers between sections. PART 3 - EXECUTION B. Weatherproof Outlet Boxes: Provide cOrroslon-resislont cost metol weatherproof outlet wiring boxes, of the G. Boxes: 4. Main Distribution Ponelboord Sussing: Plated copper or extruded aluminum I type, shape and size, including depth of box, with threaded conduit ends, cost metol Iota plate with spring- 1. Location: Locate boxes and conduit bodies so as to ensure accessibility of electrical wirin pp plated by ALTAN 70 or 80 3.1 VERIFICATION hinged waterproof cap suitobiy configured for each application, including face late gasket. blank plugs and > 9 Full lel. Bus supports, connections and joints bolted together with hex-Head bolts and Bella!^Ile washers. A. Verification Of Conditions: 9 P g D g 2 Round Boxes: Avoid using round boxes where conduit must enter through side of box, which would Full length of ponelbo0rd ground bus, SO percent of hose bus capacity. '. carr Dot. roof fasteners Weatherproof boxes to be constructed to hove smooth sides, gray finish. Bell or p 1. Bidder is required to visit site of y P 9 9 Y result in a difficult and insecure connection with o locknut or bushing on the rounded surface. 5. Provide switches which pass industry standard 12t withstondobilit tests cad fuse 4 proposed construction. Verify and inspect the existing site to determine Red Dot. 3. Anchoring: Secure boxes rigidly to the substrate upon which the are being mounted, or solid) embed Y e tests suitable for use the conditions that o�fect this work. C. Junction and Pull Boxes: Provide galvanized sheet steel junction and pull boxes, with screw-on covers; of the y 9 Y as service equipment. 2. InGude all costs in the Did pace for the work and material required to comply with the Contract type shape and size, s: suit each respective location and installation; with welded seams and equipped with 4 boxes in concrete or masonry, 6. Branch Ponelboord Enclosure: Flush ponelboords r Special Application; Prov, a weatherproof outlets for locations exposed to weather or moisture P ds pled 4 re fr less provide maximum enclosure depth Documents, based on the actual existing Conditions and the information indicated in the Contract steel nuts, bolts, screws and washers. Circle AW, or Hoffman of 5-3/4 inches. Paint all surfaces with medium light grey finish applied b electro-deposition recess 5. Knockout Closures: Provide knockout closures to cop unused knockout holes where blanks have been D Documents, D. Box Extension Adopter- Drecast aluminum construction. Install over flush wall outlet boxes to permit flexible removed. over an iron phosphate pretreatment or galvanized metol 3. Failure to visit site and verify conditions affecting work of this Division does not relieve Contractor from raceway Ext extension to equipment. Bell um Series, Red Dot tall Series. 7. Branch Ponefboard Bussing. Copper or aluminum bar with I 6. Outlet System: Provide electrical boxes and fittings as required for a complete installation. Include but 9 PP t ,suitable a elal lugs. Pr (tin) for corrosion control the necessity of doing any and all work which is necessary to make OIi electrical installations and systems E. Conduct Fittings: Provide Corrosion-resistant of Connection. Provide ground bar to accommodate specified terminal lugs. Predrill bus for bolt- com late. punched--steel box knockout closures, conduit locknuts and junction pull boxes, bushings, locknuts, and all other necessary 9 on typo P malleable Iron conduit bushings of the type and size to suit each respective use and installation. 0-Z Gedney, not be ernited to outlet boxes, notion boxes, 9 " y circuit breakers. B. Construction Documents: Y• Components, 8. Branch Ponelboord Cover: Front cover with hinged door, flush lift latch and lock. Provide two keys per or Thomas dt Betts. 7. Code Compliance: Comply with NEC as applicable to construction and installation of electrical boxes and 1. Electrical Drawings ore diagrammatic with symbols representing electrical equipment, outlets and wiring panel. Key all branch circuit panelbcards stoke. Paint all surfaces with medium light gray finish suitable 2 Electrical symbols indicating wiring and equipment, shown on the Drawings or specified in Division 16, 2.5 WIRING DEVICES fittings and size boxes according to NEC 370, except as noted otherwise. for field pointing to match wall finish. Surface panels to have metol trim covers with no sharp edges or 8. Flush Outlets in Insulated Spaces Maintain integrity of insulation and vapor barrier. P 9 Ore included in Division 16 work unless specifically noted otherwise. A. Wall Switches: corners, Surface panel enclosure finish to cover finish. 3. Drawings indicate general directions and routes of feeders and service conductor system. Determine I. Characteristics: Toggle type, quiet acting, 20A, 120/277V, UL listed for motor toads u to 8C percent 9. Mount center of outlet boxes as required by The Americans With Disabilities Act (ADA), or noted on exact route and installation of electrical wiring and equipment with conditions of construction and of rated amperage. Arrow-Hart CS120, Leviton 1221, Pass do Se D D Drawings, the following distance above the floor: F. Fuses: Dual element, time delay, current limiting, nonrenewable type, rejection feature. L Class RK5, 1/ Seymour 20ACI, Bryant 4901, Hubbell 0. Control Switches: 48 inches. 10-600A. Provide fuse puller(s) for complete range of fuses. Manufactured by Bussrnonn, Gould-Showmut, acceptance of Architect CS120. b. Receptacles: 16 inches. Littelfuse, or approved 4. Deviations from Drawings needed to make the electrical installation conform to the work of other crofts 2. Pilot Light Switches: Lighted handle, to gIs type, red unless noted otherwise, neon pilot lamp. Pilot lamp C. Telephone Outlets: h Inches. G. Molded Case Circuit edBreakers: ore part of the Contract work. Obtain Architect approval prior to executing any deviations from energized when load is energized. 20A�t20V, Hubbell Series 1221-PL, 2GA/208-277V, Hubbell Series d. Fere Alarm Pull Stations: 48 inches. Drawings. 1221-PLF. 1 One, two or three pole bolt on, single handle common trip, rated 15A-800A, 600VAC or 250VAC as ' e. Fire Alarm Horns and Visual Indicators: 80 inches 'indicated on Drawings. 5. Examine the Mechanical, Structural and Grading and Londscope Drawings to ovoid systems conflicts. 3. Finish: Grey finish unless selected otherwise by the Architect. Provide Architect with Optional colors for H. Wiring Devices: 2. Overcen"er toggle-type Data given herein and shown on Electrical Drowings is as exact as could be secured but its absolute togg a type mechanism, quick-moke, quick-break action. Trip indication is by handle position. selection prior to ordering. I. Wall Mounted Receptocles: Install with long dimensions oriented vertically at centerline height shown 3. Calibrate for operation in 40C ambient temperature. accuracy is not guaranteed. 4. Manufacturers: Hubbell, General Electric, Leviton, and Pass do Seymour. on Drawings or Specified herein 4. 15A-100A Breakers: Permanent tri unit containing individual h C. Clarification:t B. Receptacles: 2. Vertical Alignment When more than one outlet is shown on the Drawings in close proximity to each P gthermal and magnetic trip elements in eOCfi I. Prior to submitting a bid, bring to the attention of the Architect any ambiguous, conflicting or unclear 1. Finish: Some exposed finish as switches. Receptacles connected to emergency circuits, red finish, pole. other, but at different elevations, align the outlets on a common vertical center line for best appearance. 5. Greater than 100A Breakers; Variable magnetic trip elements set b a sin le ad' stment. Pr vi Instructions. Such items will be clarified by the Architect in Addendum form. Hubbell SG83-HR. Verify with the Architect. Y 9 N Provide push- 2. In the event that time does not permit clarification prior to bid opening, the Drawings govern in mutters 2. Characteristics: Straight parallel blade 20A, 125V, 2 pole - .3 wire grounding, Arrow-Hart BR20, Leviton I. Provide all NEC required disconnect switches to-trip button on cover on breaker for mechanical tripping of quantity, the Specification in matters of quality In event of conflict on the Drawings or in the q eC s tc es whether specifically shown on the Drawings or not. Provide 6. Provide all circuit breakers series rated and when series combination ratings r 5362, Pass do Seymour 5362. Bryant 5362, Hubbell 5352. disconnect switch at each motor locution within 5'-0" unless otherwise noted Coordinate fuse ampere rutin equipment -n I o gs o e applied, identity all Specifications, the greeter quantity and the higher quality apply. 3. Ground Fault Interrupter: Feed through type, 20A, 125VAC, specification grade. Hubbell GF-5362GY, with installed equipment. Fuse ampere rutin vorianco between ori enol deer n int information 9 c osures as rept -ed by NEC 110-22. 3. Should the Electrical Documents indicate o condition conflicting with the Governing Codes and Arrow-Hort GF-5342. 9 9 g o ation and installed 7. Manufacturers General Electric, Square-D, Siemens, Cutier-Hommer/Westin house or r equipment, size in accordance n t with Banal n Fusetron 40C recommendations. Do rot provide fuses of 'ower H. Fuse Cabinet: Provide q approved Regulations, refrain from install ng that portion of the work until clarified by the Architect Remove Or:u 4. Wet Locations: Weatherproof receptacles installed in wet locations, approved for location and use, b et o de metallic cabinet surface mounted, with internal shelves. trim cover with hire ampere rating than motor starter thermal units god and correctly cnsF011, as part of the Contract work, any work installed in violation of the Governing Codes Course-Hinds WLR Series. Equip utilization equipment connected to wet location receptacles with barrelJ. Supporting Devices: latched door. Size cabinet such that spore fuses required by these Documents do not exceed 50 percent of 3.2 INSTALLATION type plug Similar to Hubbell 5266-C. Provide continuous use Cover with cover capable of closing over 1 Verify mounting height of all luminaires or items prior to installation when heights are not indicated. cabinet volume. Provide engraved label to identify as energized cord cap. Siemens, or Opprpved Install vertical support members for equipment and luminaires, straight and parallel to building walls, I Lighting and Power Contoctors: A. Cocos and Permits: C. Finish Plates: 18 percent chrome, 80 percent nickel. Type 302 stainless steel, satin finish, beveled metol. Provide independent supports to structural member for electrical luminaires, materials, or equipment 1. Comply with the latest Rules and Regulations of the Codes of the State and local authorities having Provide telephone/signal system device plates. Hubbell S Series, Arrow-Hart, Leviton, Dass dt Seymour, 1. Manufacturers: Asco, Squore-D, Cutler--Hammer/Westinghouse, General Electric, Siemens, or approved. Ym installed in or on ceiling, walls or in void spaces and/or over furred or suspended ceilings. Do not use 2. lighting Contactors: jurisdiction.alln. Bryant. other crafts' fastening devices as supporting means for electrical equipment materials or luminaires. Do o Continuous) rated 20 amperes per 2 Furnish all materials and labor required for compliance with these Rules and Regulations. Items in excess D Surface Covers: not use supports and/or fasteningdevices to sir Y P P pole for all types of ballast and tungsten lighting and resistance of Code requirements take precedence. 1. Motorial Galvanized or cadmium plated steel, 1 2 inch raised industrial t support other than one particular item. Support conduits loods, do not derote for use on high-inrush loods. 3 Obtain and 0 for all re uired p g D / type with openings appropriate within 18 inches of outlets. boxes, panels, cabinets and deflections. Maximum distance betweer; b. Contacts: Double brook, silver-cadmium p y q permits, Ian check char es and certificates Deliver Certificates of f -oxide. Auxiliary arcing contacts net acceptable. or dBvx an installed in dapoce outlets. supports not to exceed eight (8) foot spacing. Securely suspend 011 junction boxes, pull boxes or other Convertible Contacts, N.O. or N.C. Contact status N.D. N. I Acceptance from the Code-Enforcing Authorities to Architect prior to req�lest for final inspection and 2. Cost Box on:f Extension Adaptors: Aluminum, with gasket, blank. Single an Bell 240-ALF. Two On 0 o C., clearly visible. acceptance of work Bell 236-ALF. P g g gong, gong, conduit terminating housings located above suspended ceiling from the floor above or roof structure to c. Approved per UL 508. Design in accordance with NEMA ICS2-2I1B, rated f prevent sagging and swaying ior appilcatian to 600V 3.3 FIELD DUALITY CONTROL 2 Provide -seismic bracing per Umaxmum A. Tests: BC requirements for this building locution, d Electrically Held Contoctor Coil; Continuously rated and encopsulated.1. Conduct tarts of equipment and systems to demonstrate compliance with requn ements specified in e. Mechanically Held Contactor: Encapsulated latch and unlatch roils, coil clearing contacts. Division 16. 2. Provide joumsynton electrician with tools, meters, instruments and other test equipment Remove and replace trims, covers, luminaires, etc , and test materials, systems, methods and workmanship in the presence of the Architect for final review at completion of the work. -- y... ,t VAN DOMELEN / LOOIJENGA 5 C�O L" L 5 5�51 N E 5 5 CENTER 3. In the presence of the Architect, conduct thorough teats of 011 Special Systems and Communication -'" ��RA,t) R'�r'Fs ALO fClh'3 ? ,�� gy 9e13S Systems; Emergency system tests, conform to Code (NEC 700). __ �- 6� iNfF,p -_J r' B. Inspection: Do not cover work prior to review by the Architect, PROJECT NO.+ 95-265 McGARRiGLE / KNAUE 61U. NIM" ONVE 1 8338 �% , , - o+,n PQM 1 MCK c'_� " ' ,tp 3/32'-I'-0' 0 sell=We 111110 ORO& 0 Wrn it) IMTERFAGT f7M"il11EERIAC IIIc. a I u ceurrlfih riylsnrs MMI �f' ,,,R1,,.'/,14 �, LC�'f� fG,��_, � F ri !. , °i r:;) ";I.Ti REVISIONS 3933 S,W. KELLY AVENUE PORTLAND, OREGON 97701 (`C3) ;' 44.-i FE CAT ( ONS E3 EXPIRES 06-JO-9i 4111. ta� �.._�_ --- Nm,inrs Avenue:1056ri G s� Bl1P 95-0272,MEG 95-02L C-aN 5' t CS 2 ! 1 ( �O b i r O 1- I 21 of 26 c)Lil_ // dd n Y.xltr'S i sit r ___ -.._.>_ s. _ _ ' ' a � 1P t'-1 1 `t It'this nufice appe:u•s clearer Ifi;in the docuntenl, the document is of marl;innl (111W."y. I1IIIIIIII 111 4. 111III 11Ifi IIi111111i111 i 1.1I1III1II1111� rIIIII111111l I IIIIIII1IIIII IIIIIIIIIIIII IIIIIII1I11 11 It I Is -TI I -------1111�111IIII I IIIIIII�1IIII �1111111It11�1 I ti11,1�1_ ,t111�111�11 11 30X C D I IIIIIIll1111111111 IIIIIIf111111011ii Ir111111111IIfillIfII111111IIII11111IIIIllII 11111111111111IIIIf11II1111111111,I11lIIiIIIIIIIIIIIiIIIII1111I11111111If111111 AIIIIIIliHIilllll(IIIllf111111� fl Illf�fllf SAI tlHl!III IIIIII� � filillfliil r __ . , a, . , t 19 • . t . r. e,, o ' . __3_ Prig" cmtnm_tnrit• __ ________L_1__�LIAI�Y ♦CCQIRA-N11f _ _ o• Continuously rated 30--BOD omperes per pole for all types-of ballast and tungsten lighting, resistance A. Regulatory Requirements: -- - --- �- 3` IN�T�I i Ate- - _ 2 i uaTt-RIAi S _ _ A. Interface With Other Products A. Control Panel: ii. and motor loads. 1 All luminoirei specified in Division 16 must be acceptable t0 the Code Authority for application and 1. Coordinate fabrication and installation of luminaires with the coiling installation g to onion and the work of other 1 Provide the control oast dead front, modular, I with krt. b• Cantoots. Totally enclosed contacts. Double break. silver-cadmium-oxide. Auxiliary arcing concocts location 1. os inspected in the Contract Documents. Moble too he lode must most these requirements or trades to provide a complete system which fits properly and of of Heol and order! appearance, P du or, comp etc w t power supply. in this Specification, standby 1. not acceptable. Provide for contact inspeeti,an or replacement without disturbing line or load wiring, decline bidding Y PP a battery trickle charger, ground fault supervision, and full facility to add four additional modules ;,`^ ' 2 Coordinate between the electrical orid ceiling trades to ascertain approved luminaires are furnished in the Incorporate each system functio in the control panel module mounted in a NEMA-1 enclosure I C. Approved per UL 508 Dbsign in accordance with NEMA IGS2-2118, rated for application to 600V 2. Com D e ossemb y Comply with applicable American Natipnal Star dards Institute (ANSI) standards pertaining to lamp proper sizes and installed with the proper devices "hanger clips, trim frames, flanges), to match the ceiling and interconnected by plug-in power and supervisory jocks. maximum materials, lamp ballasts and transformers, ono luminaires d Accessories. system being installed. 2. Each circuit includes individual supervisory and alarm function and is be so arranged that 0 fault condition 3. Comply with applicable NEMA standards pertoininy to lighting equipment. B. installation: in any circuit will not offset the proper oparotion of on other circuits. Zone functions ore modular. I 1) C Control contacts, b ompere. a or N.U. or N C. Maximum of four. , 4. Provide fluorescent-lamp ballasts which comply with ,ertified Ballast Manufacturers Association (CBM) 1. Install luminoire of types indicated where shown and at indicated heights, in accordance with Y pug h in devices, with no rrore than 2 circuits per module. There is one supervised zone circuit for each 2) Cgnt►d ckcuit fuse holder, one or two fuses. standards and curry the CBM lobe+. manufacturer's written instructions and with recognized i;ndu3try practices, to ensure that luminaires annunciation point. 3) Tr°nSiant--suppression module for control circuit of 120V. 5. Provide luminaires and fampholders which comply with UL standarq• rind how been UL listed and labeled comply with requirements and serve intended purposes. Comply with NEMA, Code and NECA's e Electrically Held Contoctor Coil Continuous! rated and onto sulcitea. 3 Provide supplementary relay modules for control of all external devices and for providing alarm signals Y V for Incotion and use indicated. "Standard of Installation" pertaining to installation of luminaires. to external equipment f Mechanically Held Contactor: Encopsuloted latch and unlatch coils, coil clearing Contacts 2 Comply with special installation requirementsin h min it h requiring fire alarm signals Provide provision for interfacing to the buildingControl ' 9 b. Comply with Code (NEC 410) as applicable t0 installation and construction of luminaires. p y p the Lu n a Schedule and/or On the Drawings. system. 4. Enclosures: Provide NEM+, erncloaure suitable fpr location and use, flush or surface mount as indicated 7. Comply with the fallout and retention requirements of Chapter 52 Of the Uniform Building Cods issued 3. Align, mount and level the luminaires uniformly. Use "boll hangers" for all suspended stem mounted an Drawings 4 Provide the system microprocessor based and of modular design. The control panel contains, but not be by the international Cpnference of Building Officials, hx diltusers, baffles, louvers, etc. luminaires. limited to J. Time Switches. 24 hour, 7 day, one channel digital time switch with LCD display, battery backup, 14 selpoint 8. Luminaires installed under canopies, roof or open porches and similar domp or wet locations, UL approved 4 Avoid interference with and provide clearance for equipmen, Where the indicated locations for the t s o. Initiation Circuits schediting, cube pole single Throw, dry contact toting a minimum Of 20 amps for both resistive and inductive and labeled as suitable for damp or wet loeOtions luminaires conflict wilt the locutions for equipment, char-go the locutions for the lumin n I loads, Provide enclosure with separate hinged door, recessed or surface as indicated or. Drawings, 9 If a special deputyinspection Is required because there ore no UL guidelines for p a e by the b. Alarm indicating appliance t Manufactured by Intermatic• Paragon, Tor-k. Fon urno, or proved. 9 particular product, it minimum distances nt eery as directed by the Architect. 9Ci circuits11 9 9 V is the Contractors responsibility for obtaining such on inspection. 5 Suspended luminaires, mounting heights indicate the clearances between the bottom of the fumin°ire and c. Supervised Annunciator Circuits j K. Photoelectric Switches Hermetically sealed light sensitive element installed in diecast weatherproof enGosure. the finished Floors d. Local er.argy, shunt muster box, or reverse polarity remote station connection. { Adjustable external light level slide Swivel adjustable enclosure. 2OVAC, 180OVA, connected for pilot duty 1.4 WARRANTY 6 Where necessar install h„nt resistant non-rubber e• Form C alarm contacts (2 amp) 11 y gaskets to prevent light leaks and to prevent moisture f. Form C trouble contacts ( 2 crop) unless otherwise indicated Manufactured by Paragon, Trak, Precision, or approved A Ballast Manufacturer's Warranty' and insects from entering between lurninoire ports and/or the surface to which they ore mounted Earth round fault rvi io^ circuit L. Combination Starters; I. Not less than two years, based on dote of manufacturer embossed on ballast, current with installation 7. Provide wire from guards on all exposed lamp fluorescent luminaires g 9 u supe s c cu t h. Combination MOV I. Heavy duty, fu std type, daol rated, quick- make, /gas discharge transient suppression circuit per signal circuit,quick-break with fuse rejection feature for use with Class dote. 8 Where recessed luminaires ore installed in cavities intended to be insulated, provide '1C' rated luminaires i. Automatic battery charger R" fuses only, unless other fuse type is specifically noted 2. Worroolly includes normal cost of labor for replacement of ballast. 2. Enclosures NEMA 1 indoors and NEMA 3R rgintight outdoors. B LOm s: or other Code-approved installation. j Manual disconnect switch per zone, rl mark P �- 3. Cleo C. Luminal-e Supports k. Battery meters voltmeter and ammeter , •^! Clearly o switches for maximum voltage, currant and horsepower 1. Lamp Warranty. Thirty (30) days for incandescent, six (6) months for fluorescent and HID lamps. 1. Provide support for oil luminaires Supports may be anchored to the structural slab or to structural . , + 4. Provide coil voltage coordinated with control requirements. 2. Provide lobar for lamp installation for thirty (30) cloys. I t3rownout Supervision of AC power S. Provide thermal overload units sued to equipment nameplate rating- members within o partition, or above a suspended telling. �, m All other Components as required by focal Codes and product descriptions and/or functions shown 2 Maintain the luminaire positions after cleaning and relOmpinq r.. 6. Provide (1) N.0 and (1) N 0 auxiliary contacts. PART 2 - PRODUCTS on the Drawings and/or described in these Spec f!cahons. &11 3 Support the luminaires withoutmeatcausing the ceiling or partition to settee! 8. Power Supply Provide ,lower supply, witnin control pones, adequate to serve control panel modules. remote + kl 7. Provide prewired hand/off/auto switch and start button. 2.1 MANUFACTURERS 4 Provide proper leveling and alignment of luminaires detectors, remote annunciators, door holders, smoke dampers, rola ulOrm signaling devices, and other r t A Luminaires Rater to description and manufacturers in Luminaire Schedule on Drawings. 5 Su ys y g ` PART 3 - EXECUTION B. Fluorescent Lamps: Support industrial luminaires with channel equal to NadOrf G-975M connected devices. P 6 Recessed fluorescent luminaires shall have two slack wires for support as outlined in the UBC Wires and C. Remote Site Signal Transmitter (Au.o Dioler). Electrical! supervised, co oble of transmitting alarm n trouble 3.1 INSTALLATION I Unless otherwise noted, 3500K minimum C.R.I 75, length and wattage as noted in Luminaire Schedule installation by Division 16. Y P p q and t cub e - A. Meter Bases locate to provide acceptable access for meter reading and m0intenonce. Locate to minimize General Electric, Osram/Sylvania, Philips �:p 6 signals over telephone lines to remote station receiver Signal transmitter interfaces fully with receiver station D. Recessed t the par Type of frame t° io installed for each luminaire depends upon the ceiling material of local fire deportment or owners selected vendor Verify requirements and provide call sequence and + risk of physical damage 2 Provide lamps by the some manufacturer. installed at the Y p q B. Meletin Equipment; Install Current transformers su lied b Serving Electric Utility particular lumino�re location Check with ceiling opplitotars and provide the proper tam, frame message o9 directed D the Owner � Metering PP Y 9 Y C. Incandescent: Inside frosted, 130V rated: General Electric, Osrom/Sylvanio, Philips. and modify the luminaire to fit the location and ceiling moteriol. 9 y e Owe Sescoo 5100, Silent Knight 5104, or approved. C. Verify utility requirements prior to bidding and provide oil associated work required by the local utility includingD. HID: Lam types as D. Auxiliary Relays Provide sufficient SPDT auxiliary relay contacts for each detection zone to provide accessory p yp t:;ecihed in Luminaire Schedule; General Electric, Osrom/Sylvania, Philips E. Wiring p y functions as described, required by Codes for equipment shown on the Electrical, Mechonicol and Architecturgt ' but not limited to Service underground primary including conduit, pull cord, excavation and backfill. E. Compact PL Lamps: Unless otherwise nater+; Quad Tube, 3500K. 1, Recessed luminaires to be installed using flexible metallic conduit with luminaire conductors t� the branch fu win i Underground pull vaults. Pole risers. Tronylorme,' pots, vaulty, etc. Secondary service lateral including Drawings. circuit conductors in a nearby accessible junction box over the ceiling. Junction box fastened to ° . Conduit, and conductors. Groundingof transformers. Service metering equipment building structural member within six /set of the luminaire. 2.4 INITIATING DEVICES 0. Building Ground Electrode: 92.2 MATERIALS A. Metol Finrfthes: 2 Install luminaires for lift--out and removal from ceiling 5i postern without disconnecting Conductors or A Water Flow Switches Match pipe size, adjustable time delay mf,chonism between paddle and alarm contacts Coordinate placement Of ground rods and interconnecting conductor in base of building footing prior to I. The manufacturer standard finish (unless otherwise indicated) over o corrosion resistant primer, after defncinq the ceiling matenols Verify requirements, locations. and quantities with sprinkler design. Water flow switches are provided by placement of concrete of evidence g ce tree the metol surfaening or OI runt, Breast, dirt and other deposits. luminaire finish, (tee of stains 3. Flexible connections where permuted to exposed luminaires: neat and straight, without excess slack, Mechanical, wired b Electrical, nl iii 2 Install 50 feet of No. 3 0 stranded bare co perimeter footing. or evidence of rusting, blistering or Raking attached to the support device. y unless spec cony noted otherwise. i / copper conductor in boss Of B Tamper Switches: Sprinkler valve supervisory switches. verify requ,rements, locations, and quantities with 3. Logout conductor in o workmanlike manner to provide maximum exposure t0 earth in the perimeter 2. Interior light reflecting finishes, while with not less than 85 percent reflectonce.+l except where otherwise 4. tngtoN junction box, flexible Conduit and high temperature insulottd Conductors for through wrr-�ig Of sprinkler design riot to bidding, Tamper switches r provided footing. Do not fold conductor. indicated. recessed luminaires as required 9 P g P s o e p ovded by Mechanical, wired by Electrical, unless 4. Bond to driven ground rods on t5 foot centers 3. Exterior finishes indicoted in the Luminaire Schedule or on the Drawings. Refer cases of uncertain sper;ifically noted otherwise on Drawings. 5 Top at center ground rod and extend ground electrode conductor to Main Distribution Ponetboord. Install applicability to the Architect for resolution prior to release for fabrication; provide as directed 3 3 FIELD QUALITY CONTRGI. 2.5 BATTERIES AND CHARGING SYSTEM ground electrode conductor extension in PVC conduit with steel ell for physical protection. Stub up into B light Transmitting Components: A. Testa' A. Loss of normal and emergency power automatically rouse the System to transfer to batter ower. Indicate Main Distribution Ponelbo°rd f. Firmly retain light transmitting components :n o metol frame by clips or damping ring in such o manner 1. Upon completion of installation of luminaires, energize luminoira to demonstrate capability and compliance y P as to allow expansion and ng components of the diffusers without distortion orpingcracking. P Y P battery power operation by a yellow lomp and audible annunciation at the control panel, with sequential pulse E. Service Grounding: Bond buildinground electrode and water service pipe to Main Distribution POnelboard with requirements signal Upon return of the s tem 9 P ys power, unit recharges batteries to full capacity and maintain battery on Root 9 P D 2. Plastic diffusers, molder+ or extruded of 100 percent virgin Cyn i manufactured the by Rohm and Haas 2 Where possible, correct malfunctioning units of site, thin,, retest to demonstrate comp)once; otherwise, charge. ground bus Connect to water pipe On utility side of isolating fittings or meters. Company of Philodelph,o, Pennaytvania, DuPont, or American Cynamid, meeting the requirements of remove qnd replace with new units, and proceed with retesting. 8 Provide storage batteries o1 sufficient Capacity to operate the fire alarm m under F Raceway Grounding: Grade 6 or 8 ASTM D788, "Methyl Methocrylote Molding and Extrusion Compound". P Y P e o o syste u de normal supervisory 1. Ground all metallic racewaysystems Bond to round terminal with Code size jumpier except where Code condition for 72 hours and operate alarm signals for 15 minutes at any time during the 72 hour period Provide Ys 9 N F P 3. Prismatic acrylic, extruded, floc diffusers, 0.125 inch overall thickness, unless otherwise noted. 3 4 ADJUSTING trickle charge adequate capacity to maintain the battery / II h r size or larger grounding Conductor is included with circuit, use grounding bushing with lay-in lug C Fluorescent luminaires: A. Focus and adjust the floodlights, spotlights and other ad 9 q V Y u y charged ged with automatic rate charge Provide 2. Connect all metol raceways, which terminate within on enclosure but without mechanical connection to I. Lomphotders: N 9adjustable luminaires, with the Architect, at such time batteries, sealed gel cell type Place batteries in a separate, locking cabinet manufactured for the purpose o. day or night as required Do not install Cabinets or equipment below the battery cabinet. Do not locate cabinets in ceiling space. the enclosure, by grounding bushings and ground wire to the grounding bus. a, Silver r,lated spring ,:toss or bronze lamp contacts, with copper wire leads, factory (socket 3 install ground bushings on oil metoflic raceway terminations in pull boxes, ponelboords and motor control monu octurer) soldered, welded or brozed to lamp socket contacts with recessed or binder type No 3.5 CLEANING 2.6 INDICATING DEVICES centers for service and feeders. 6 scrow terminal connections. Pressure lock sockets with 3tronded pretinned leads (0.005 inch A. Leave luminaires clean and operational at the time of acceptance of the work Clean an r h I 4 Install ground bushings on all metollic raceway terminotions in pull boxes, ponolboords and motor control minimum solder deposit) by the following manufacturers are acceptable in Neu of screw terminal from d rt dust paint. n I d protect the uminoires A Bells and Horns: Provide quantities and locate a provide minimum sound level of 15 100 above building centers for circuits with overcurrent protection set �t 60A and grealm'. p debris, etc f luminaires ore dirty at completion of the project, clean them at no ambient in all oleos. Rote bells and horns between minimum, 8t dBA and morimum 100 dBA at 10 feet in connection, t, sockets; Bryant 4400 and 40se Series, General Electric y approved additional cost an anechoic chamber on an A-weighted hted scale Provide all interior horns and bells with ADA - 5. Where equipment supply conductors are in flexible n.etollic conduit, install stranded Copper equipment U. Provide all open tamp luminaires without diffusers or guards with turret type, spring loaded sockets q approved strobe. grounding conductor from outlet box to equipment frame. C. Provide special circu`f disconnecting lamp sockets for luminaires with dimming ballasts. At exterior locations provide minimum 8 inch diameter bell. Berl and horn locations shown or the Drawings are to be provided in addition to those required to meet minimum Code requirements Evaluate building 6. Install grounding conductor, Code size minimum unless noted On Drawings, in all nonmetallic raceway 2. Magnetic Ballasts; SECTION 16721 - FIRE ALARM AND DETECTION SYSTEM 9 � 2 5y3tems. architectural and acoustical chorocteristics and provide, in addition to devices shown, all required devices to a. Provide ballast warranty including labor for replacement of b011ost satisfy oil local and state/federol minimum audibility requirements. Provide device layout on full scale G Feeders and Branch Circuits Grounding: b. TO facilitate multi-level lamp switching, wire lamps within luminaire with the outermost Igmp of both PART 1 - GENERAL I Z 1, Install continuous Copper ground conductors within the following circuits; feeders, circuits for computer sides of the luminaire on the some oollast, the next inward Architectural Drawings showing Code approved horn pair on another ballast and so on to the 1.1 SUMMARY 9 9 PD /bell layout during the submitted phase. Provide tests in systems and other circuits as indicated on the Drawings. the presence of the local fire authority and the architect, to prove bell/hom quantities and locations meet 9 innermost lamp (or noir of lamps). A. Section Includes: minimum requirements. Prrnvide and install additional bells/horns required as a result of these tests without 2 Where installed in o continuous slid meto!lic raceway system and forger sizes are not indicated on the C. Two lamp ballasts, energy-saving type equal to Advance Mark III, UL listed to operate F40T12 rapid 1, Fire Alarm System Operation. additional casts. Drawings, provide ground conductors for feeders and branch circuits sized in accordance with Toble snort lamps for both standard 40 watt Igmps and reduced wattage energy-saving lamps with lamp 1 .-e Alarm Equipment, B. Flasher Strobes. Whiter 250-95 Provide Copper conductor of size indicated for aluminum. output within S percent n nominal rating. s not use energy-saving type ballasts In ambient 3. Fre Alarm Wiring, ed letters, ADA approved, flush frame, Rosh vote per local Codes. H. Boxes, Cabinets, Enclosures and Ponelboards Grounding Bond grounding conductors to enclosure with temperatures below manufacturer's recemmendotions B, Furnish and install an integrated, proprietary, monitoring and control system for a complete Fire Alarm System PART 3 - EXECLi7ION specified conductors and lugs install lugs only on thoroughly cleaned contact surfaces d. Provide ballasts for 800 MA potted encapsulated, quiet type. as described herein. The syetem includes processing units, local data panels and peripheral alarm devices and 3.1 INSTALLATION I, Motors, Equipment and Appliance Groundin Install Code size equipment roundin conductor from outlet P DD 9' grounding e. Provide minus 20F minimum Storting temperature ballasts for fluorescent luminaires installed where outputs for specified control runctions A. Obtain approval of system �i n from Irl i box to (motor) ding: ant frame or manufacturer's ofdesignated ground terminal, exposed to ambient exterior temperOturs or exterior to building, and elsewhere indicated pP Ys de. g om a authority prior to installation. J. Receptacle(motor) eq Connect round terminal receptacle to aqui meat C System includes, but not be timited to, all controls, power supplies, signal initiating and sounding devices, B Fire alarm Conductor terminations in control panel and annunciator panels on terminal strips with separate int , i 1. p 9 9 P p ground system by NO 14modules, batteries, P p p ate r conductor bated to outlet box except isolated grounds where noted. Self grounding nature of receptacle 3. Electronic Ballasts: relays, conduit, onnunc�ators, remote site signal trgnsmitners, wiring and all other for each conductor number. All such strips identified as shown in wiring diagram attached to Inside of door equipment necessary for a complete and operating system. of control panel Connect wiring neatly to terminal strips. Connect clip with nylon cable straps or loco with devices does not -h-mote cenduetor bolted to outlet box. o. General: D. Contact Governing Authorities prior to bid and provide all required fire alarm devices and components as K. Mom Distribution Pnnel')ogrd: Invnoll equipment in conformance with work space requirements of NEC 110-16. just cord. Set up termination of cabling so that sections of the system may be isolated or shurted out for P q 1) Provide all electronic ballasts which n set the requirements of UL 935 and bear the appropriate directed by Governing Codes as interpreted by Governing Authorities even it devices are not instated on servicing• 2 Locate equipment in rooms or spaces dedicated to such equipment. NEC 384-2. Coordinate with other Division UL label. Drawings. C From lire alarm control panel, make Connection to motor control centers and related equipment as required for Of work 2) Electronic ballasts are of domestic United States of Americo manufacture, fon system and smoke panel.removal system control. . 411111111111111111 L. Branch Pall Bra ids b. Submittals: Provide manufacturer's data for each type of electronic ballast installed. Also, provide E. Provide all de ices shown on the Drawings in addition to all Code required devices. C 1 Install Branch coed onrim surface x flush mired b in accessible locations os indicated of Drawings. notionally recognized independent fest laboratory data verifying compliance with the specifications F. Related Work I� Maintain ex exceed minimum clearances required by Code. herein. 1. Section 16010, Basic Electrical Requirements 3.2 HARING 2 1 Z. Where flush panels ort installed, verify available recessing depth and co0rd+note wall tram ng with other C. Warranty: Warrant the electronic ballasts against defects in materials and workmanship for five 1 Section 16050, Banc Materials and Methods A In Divisions accordance with manufacturer's instructions and as required by authorities, provide all wiring, conduit and years. The warranty includes other a :10 replacement lobar allowance or complete replacement 3 Section 15950. Controls outlet boxes required for the erection of a complete system as described herein, as shown on the Drgwinga. I 3 Feeder conductors to enter directly in line with lug terminals whatever Inracticnble. Feeder conductors, including labor by on agent of the manufacturer. and as required by Governing Authorities. 31/2 except ground and neutral, not to exceed 45 degree deflection from raceway entry to feeder phase lugs. d. Mechanical Construction: Electronic ballasts have the some physicist dimensions and mounting L2 SYSTEM DESCRIPTION L3 Provide all aired to meet the requirements of all Notional, StOia and localElectrical 4. Point panel cover and surface mounted enctoser (if surface allowed) to match finished waif color or arrangements as those of their core and coil c .unterports. A. Requirements of Regulatory Agencies Codes Provide color finished Spaces coded wiring as recommended and specified by the manufacturer, minimum size 'ember 14 All wires togged +/� e. Electrical ids electronic 1. Installation subject to inspection and approval of Federal, State and Iota( authorities at all junction r+ 5. Where panels ora installed flush, provide (1) spore conduit for each 4 connected conduits from panel to 1) Provide electronic ballasts which withstand input power line transients as defined in ANSI � t D DP ju points and he tested fart from grounds or Crossed between conductors. Over all junction boxes 2. P^ovids equipment listed by NFPA 72A, B. C and D, UL and FM listed and approved by the State in which labeled and exact position and label noted on the Record Drawings accessible spore above and below the panel. C62.41, Category A and IEEE St. 587 The ballasts tolerote a line voltage variation of plus or t,ie facility is located. 1.0 State Fire Marshal listed in the State of California. C. Provide Off final connections between equipment and the wiring system approved by o representative of the M. Fuses: For each class and ampere rating of fuse installed, provide the following quantities of spores for minus 10 percent B. Reference Standards: manufacturer. quantity of fuses installed 2) Provide the power factor 90 percent or higher The amp crest factor meos-.ires 1.7 or less for 1 Nice Stor. 1, 1-24 Provide 6 spare rapid start ballasts and 185 or less for instant star ballasts. 2 N.C. 3 3 SYSTEM VERIFICATION 2 49 an Provide 9 snare, 3) The electronic ballasts are Gloss 'A" sound rated and UL Gloss "P" thermally protected. 3 U3C - 1991 A. Upon completion of the inslollation, subject the s tem to operational tests and when all necessary 3. 49 qnd above Provide 12 spare ja ys P y 4) pgrc harmonic distortion n the input current p the electronic ballast is not exceed t0 10 4 Underwriters' Laboratory listed hove been accomplished, advise the Architect who will schedule a final inspection test with the Owner. Ensure N. Contactors• P I Provide vibration isolation mountin The percent of the input current for with F and 15 percent of the input current for cone277V5 NI-PA-90A the connections to the fire alarm system hove been in service for at least 10 d° prior to the final Inspection. q pods for electrically hits contactors installed withir or on walls which 5) The electronic ballast complies with FCC rules and regulations Port 18, Class A concerning the 6 NI'PA-101 - 1994 Edition. Furnish II r Ya P V are common tc occupied spaces. Isolate terminals arid operating mechanisms from enclosureo instruments, labor and materials required for the tests and a qualified technician to conduct the generation al Doth EMF (electromagnetic interference and RFI (radio frequency interference) 7 UI_-UOJZ Listing tests. Correct any deficiencies found at no cost and system retested as necessary, prior to final acceptance. 2 Install cantoctors and relays to reduce noise such that it will not creole a disturbance or distraction in the 6) Electronic ballasts provide relative light output equal t0 electromagnetic bg110ats in o 2-light Tests include the following. arses in which such equipment is located. lensed luminaire using energy saving ballasts and energy saving lamps. The overage Ballast 1.3 SUBMITTALS 1, An operation of each signal initiating device (all smoke detectors, heat detectors, pull stations, doors, 0. C1.ontrol Devices: Factor (BF) is a minimum of 88 percent under ANSI 082.2 conditions. A. Submit Shop Drawings and product data in accordance with Section 16010. p process and facilities control sequences). Install time switches and other automatic control devices in accessible locations near the source of power 7) Mark the ballasts with manufacturer's Home, port number, supply voltage and longe, sound B. Indicate system components, size of components and location, or grouped at a common location in Mechanical Rooms or similar spaces. ratio P 9 2. An operation all each indicating device (alarm horn and operaalarmtion. lamp). 2. Install photoelectric control devices at such locations as necessary to be most effective. Avoid locatingg, power factor, open circuit voltage, current draw for each lam type. UL Listing and for C. Submit manufacturer's installation instructions. 3. Operation of all features of the s tem under normal o erotica. National Ener Low Compliance where appropriate), y' p photoelectric devices in or at locations where they can be influenced by other than natural light or under Energy P ( D. Submit manufacturer's descriptive literature, operating instructions and maintenance and repair sato. 4. Operation of all supervisory features of the system. g f. Performance Characteristics E. Submit complete device and wiring diagrams on architectural sheets at original drawing scales with indication 5. Operation of all features of the s terms on standby with rim ys dby power w t primary power off. aquas. Verify location of equipment with Architect 1) Input wattage is not to exceed 75 percent of the value for their standard olectromc•gnetrc Core o( device type and physical location, battery calculations, and component description to the Architect, 6. Documentation ion of by download Of Control panel memory. I Ext,irfor Lighting Control! Control exterior lighting using photoelectric`switches to energize and deenergize and coil counterparts or 85 percent of the value for their energy efficient core and coil Engineer, and to the local Fire Authorities having Jurisdiction, for approval, prior to construction. B. Upon completion of the installation of fir alarmequipment, P P e 0 0 underprovide to the Architect o signed, written contactors controlling lighting circuits. counterparts. F. Submit, error to lino) acceptance, o letter confirming that all inspections have :Ween completed and the system YS statement substantially cif in the form as follows The undersigned having been engaged as the Electrical the 2) Electronic ballasts Start and Operate standard lamps at SOF and energy savings lamps at 60F. is installed and functioning in accordance with the Specifications. Include manufacturer representative's Con,.-actor an k�• Socility confirms that the fire alarm equipment was installed in accordance with the SECTION 16500 - LIGHTING Ballast Coss temperature is 25C rise above o 40C ambient. certification of installation. Drawings, Specifications, wiring diagrams, instruction!i, directions provided by the manufacturer, and 3) Provide the ballast with on internal fuse to protect the electrical power supply from internal requirements of the Governing Authorities. PART 1 - GENERAL Component failure. Provide the ballast with short-circuit protection. PART 2 - PRODUCTS 4) Provide constant light output throughout mfnir;um input voltage variations of plus or minus 20 2.1 MANUFACTURERS 3.4 EQUIPMENT DEMONSTRATION AND PERSONNEL TRAINING 1.I SYSTEM DESCRIPTION percent From nominal 120V or 277V i A. Furnish oil equipment specified in this Section by one manufacturer, Pyrotronics, Notifier, FCI, Edwards, or A. At the direction of the Architect the equipment supplier of the system wig provide factory trained 0 A. 1. Sign Requirements: g Products: Electron+: boilosts are Advance REL/VEL Series, Motorola, or equal. Simplex representative to demonstrate the operation of the fire alarm system equipment and to instruct the Owner's 1. Provide 011 lighting indicated on the Drawings with o luminaire of the type designated and appropriate for D. HID Luminaires and Lamps: the location. Where outlet symbols appear on the Drawings without a type designation provide a 1. Ballasts: personnel in its operation. Provide Homes and dote of instruction prior to final acCeptonce.2.2 FUNCTIONS luminaire the same as Chase used in similar or like locations, a. Provide minus 2OF minimum starting temperature. A. System AN Supervision: Provide electrically supervised Class A system, with supervised alarm initiating and alarm 3.5 OPERATION D MAINTENANCE MANUALS ' c' Provide lamps for all luminaires: luminaire design to govern type of lamp required, b. Constant wattage outotron5former (CWA) types equal to Advance 738 Serial except, high leakage-- signalling Circuits. Occurrence of single round or open condition in initiating r i 3. Provide luminaires with bodies and trims which fit neatly and tightly to the zurfoces in whiff; the are 9 9 9 P t g a signaling circuit places circuit A. Provide three sets of manuals to the Architerf prior to final acceptance. Provide manual can inin Y reactance t n high D p s to g installed without lacks or gaps Where necessary, install hoot resistant Han-rubber gaskets to prevent e c o ce rg power factor (HX-HPF) equal to Advance 72C Series occeptnble for up to 100W high in "trouble mode. Component or power supply failure places system in "trouble" mode. Occurrence of single professional developed Record Drowlin P p gs, battery type and battery calculations, spare ports list, operating 9 P pressure sodium lamp ground or open condition on alarm initiating circuit or on signalling circuit does not disable that circuit or control procedures, trouble shooting i r light leaks or moisture from entering between parts luminaire and the Surfed to which they are mounted C. Provide ballasts for luminaires inst°Iled indoors, and where otherwise indicated. encapsulated core P ., oo g gu de, program printout, data file on disk and cone-year warranty agreement P" pone) from transmitting tion: including parts and labor Warranty period begins upon the dote of final acceptance. 4. Form luminaires to prevent warping arid sagging. Provide housing, trim and bollosts frame true straight and coil type or otherwise specifically designed by the manufacturer for quiet operation. Where B. Alarm sequence of Operation: Activation of manual or automatic inditOting device Causes system to enter i (unless intentionally curved), and parallel to each other as designed luminaire is noted as "potted', provide the factory encapsulated ballast potted with appropriate alarm, which includes the following operations. 'i. Provide wrreways and fittings to accommodate internal and branch circuit wiring without damage to the compound, by the factory, into the ballast housing. 1. Sound and display local fire alarm signaling devices SECTION 16740 TELEPHONE SYSTEM wiring 2. Lamps; 2. Transmit signal to remote station equipment (local fire deportment or owners selected vendor) Provide 6 Mechanical Safety Retain luminaire closures (bollosts doors, trim frame, hinged housings, etc.) in o 0. Where the lamps are used in open luminaires, equip mercury vapor and metol halide luminaires with necessary connections and transmission equipment. secure manner by screws. chains, captive hinges or fasteners such that they -cannot be accidental) yPART 1 -- GENERAL Y On integral approved shield or self-extinguishing lamps, 3. Indicate focation of alarm zone on fire alarm control and annunciator panels. 1.1 SUMMARY dislodged during normal operation or routine maintenance. h. Lamps, coated or clear as recommended by the luminaire manufacturer, unless specifically noted 4 Transmit signal, by zone, to building smoke removal system. A Work Included: Telephone 7 Provide all luminaires with o specific means for bonding their metallic wfreways and housin s to on Rncrway. I equipment groundin conductor g on the Drawings, to provide for maximum luminaire efficiency in the luminoira used. All mercury 5 Transmit signal to building mechanical systems to initiate shutdown of (ons and domper operations. B. Related Work Section 16050, Basic Materials and Methods. I or metol halide lamps used indoors in finished spoces, color improved, deluxe white type. C. Alarm Rose'.: Key-accessible reset function resets alarm system out of alarm if alarm initiating circuits how Y` 11� 8. Minimum 22 gauge xnd di inch) uur ass. C. For interior use, all metal halide lamps installed in o common area of the building are of the some cleared. 1 2 SYSTEM DESCRIPTION ! 1 Installed luminaires and diffuser deur assemblies, Ilea of light looks manufacturer's production run. Color discontinuities after initial "burr, in" are unacceptable and D. Trouble Sequence of Operation. System trouble, including grounding or open circuit of supervised Circuit. or A. Performanc R it n n e eau ei e t s. 1 Provide h 0 o de urged door closure frames which operate smoothly without binding when the luminaire is in the Contractor is to replace at n0 cost. � power or system fai.ure, or lire sprinkler tamper octivotion causes s tem to enter "trouble" made including Y9 d q 1. Provide on empty telephone raceway system for the building telephone system wiring 09 indicated on tree 11 N installed position, Otherwise hndicoted, Igtches function easily by fingor action without the use of tools. d. instar high pressure sodium lamps in luminaires designated for high pressure Sodium. the following opeem faions ure Drawings and t specified herein, 11 Provide ballasts toted for specified lamps, ie., T-8 rated bollosts where T-8 lumps specified. E. Bollosts, General: 1. Visual and audible trouble alarm by zone at control panel 2. Distribution throughout the building through empty conduits from boxes to terminal boards. Refer to the r 1, Thermal Protection: internal UL Class P with automatic reset 2. Visual and audible trouble alarm at annunciator panels. Riser Diagram on the Drawings. 1.2 SUBM TTAL5 2. Power Factors: Not less than 90 percent unless otherwise iedicoted 3. Provide manual "acknowledge' function at control panel to silence audible trouble alarm, visual alarm 3. Provide outlets with plates to match device plates. Capacitors; PCB and other environmentall A. Shop Drawings: 3. y hazardous fluids not permitted. remains displayed until initiating trouble is cleared. 1. Shop Drawings, Rocord Drawings and Operating and Maintenance Manuals. 4. Sound Ratings. A. except where A ratings ore not available as standard products from any manufacturer 4, Transmit "trouble" signal to remote station equipment. PART 2 - PRODUCTS 2. Include electrical ratings, dimensions, mounting, material, required clearances, terminations, wiring and Provide the quietest ratings available. E. Lamp Teat: Monuol "lamp test" function causes alarm and trouble indication of each zone of fire alarm Control 2.1 EQUIPMENT Connection diagrams, photometric data, ballasts, dtffwers, fou vers, lamps and controls, 5. Accessibility Serviceable with luminaire in its normally installed position. panel. Provide "lamp test" function at each annunciator panel 1" A. As applicable under related work. I 3. Submit reproducible transparency Shop Drawings and two prints of all custom fabricated 6, Input Voltage' Match branch circuit supply voltage; refer to Drawings. F. Drill Sequence of operation B. Provide device lute coordination with tel h nequipment � luminoire/ossemblies not less than 60 da after Contract Award. P ep o e installer. er days 7. Mounting: Bolt to luminaire housing with not less than two captive bolts or studs through opposite ends 1. Manual drill function alarm made operation 1. Activated telephone outlets have cover plots to accept modular jock. 4. Provide proposed substitution of interior or exterior luminaires with complete photometric computer of ballast; use lock washers or locking type nuts. a. Sound and display local fire alarm signalling Wallin devices generated point to point Calculations, Include the followinginform i 9 9 information- 2. Non-activated telephone outlets have bionic cover plates. a Luminaire manufacturer number. b. Indicate location of alarm zone on firs alarm control pone] and on remote annunciators. C. Furnish and install all plywood black form co faced terminal boards sized as shown on Drowin s Plywood Is c PART 3 - EXECUTION b Lamp type. C. Notify remote station monitoring 9 Yw y 3.1 EXAMINATION 3/4-inch. Hold plywood up 7 inches °Dour finished Boor. ) I., Provide 2 Ovide keyed drill and reset switch at a location as directed' by the Architect. D. Wiring, instruments and equipment will be furnished and Installed by the telephone equipment installer C Luminoiro mounting height. A. Verification of Condlkign3: Verify ceiling construction, recessing depth and all other construction details prior C. Zoning. Provide zoning as shown on the Drawings and required by Codes, minimum 8 zone. Provide o ` d. Initial grid maintained calculation. to release of luminaire for shipment. Refer cases of uncertain o licobilit to the Architect for resolution ! , P pp y prior minimum of two spore zones. Where the Drawings show no schedule following the following schedule PART 3 - EXECUTION I / to release of luminoire9 for Shipment. concept: 3.1 INSTALLATION � a . 1. Bulldings not defined by multiple floors and wings i9 zoned by fire separations and HVAC control zones A. Install electrical work in main Telephone Equipment Room as shown on Drawings and coordinnted with the 2 Each fire sprinkler Row switch is on independent zone. telephone company B. All sleeves having cobles installed or empty are filled with on approved fireproofing sealer to maintain the fire I integrity of the floor slob. ' C. Bush all conduits. i D. provide a No. 6 grounding conductor at all terminal boards border: ,c the main Equipment Room ground grid. I END OF ELECTRICAL SPECIFICATIONS ,' ..r.h', i H(cil I ,i y, i -.__-_ __ - - VAN DOMELEN / LOOIJENGA .C.�� C:i._ L. �S i �J,� C NS- `y1411� Nffp0'0 �.O roue 2 .� � 13413% .1 McGARRIGLE / KNAUF ave. NlMeus CR1YE 8338 ' tf PROJECT N0. 95-265 f U) WWM "i IWAv'ER CK ORVAON -'k � ,-! ,'. -,-r-. 3/31•.1'-O' +dir ji N N INrEWACT ET1GfrlEEi IAC /�iC. CONSLI.TM ECIC �� " "r �� i ^i d+ CAuslfirrT figirrfNr ��� dr I I _ ELECTRIC4L 5FECiFf CATf O1�lS x E4 "'iii . f11MM KEN lPfNCER '� o '. ;,n'I. RF VISIONS 3`j•3 S.W. KFLi-Y AVENUE PORTLAND, OREGON 97201 (503) 222-aa tel S 06-30-1111"T 4,y,l.i ___• >- ,neer X �__ r�rr;<i "" cK"" SE- 822' gS` i�w `� E lw Sc1- 7 ���57 Ft-F-M 17 ��T (0 I`1 I If this flours :tplmills clearer than file docullrent, the docunnenf is of ntarl"inal quai,cY. ti�lilll1llilll !I 111AM 111111 t l[W1tlft i0 tltlilililll►1l 1111i1iIi1i11 i i1i ilii!;I�I1111 iii;ili�i1111 Ililil�lllil� ►111111111111 1111111{►L11�1 1 ►�11111t - i1111111111 " 4 1 ere - i ti lid_ �-_�---tfi- -�--- C D IIINI11111111111111111!11 illllilt !11 ti atilt ;of tlllllllt iiiililiil!!illiiilll!III!!illliiIIIIIIIIIIIIIiiiliillllnllllliliiiiliIIIIIIIIIIIIIIIillltllllllllllllllllllitlll11l130 X 1 III!i1!I!1!1!11!!!111111� !!>1im inl!n► nlin!11 9 11 - Ill I '...." v - . " . ,, .„ _, r l „Y. lV �• Y '" t..` } ,°?F'. .' .�'1 �' r j t 91.6 d." -Vr �. -<...,, w• ',(,•IaJ� r �`t' - '•"'C •r `��- e� . . �� �F�uly. '., ',"� -.11. ,' ,ti .. sjai.:..•�• �'�'1r+' -, r a+i , I r r 177 A hia �.Y'1 '•,� �,, a 1 �,� i TY,It f y y.. i' ,�. I ' r I I I VAN I Zr ell wi—_z I� I UH-7 �`�� -r• tl � • ___ _._ I ( ®_ _ SEE CIVIL SITE DRAWING 125 MBH ;.N FOR CONTINUATICN. I,I Ue"� 7"HD O O I � ► I - - ( 3" (A • 160 SF) I!H B / l00 MBH � _ TYP. OF 5 LOCATIONS. CO1G I LE. + 158.4' , 3/4" Em 4" EQ 8' -o--- _� iaz_ - acs= T - LL 163 + 1 1 ON INSULATED BASE SLOPE - 2% ` I - ROUTE WATER PIPINGIZ =� I' PARALLEL ABOVE SANITARY UH-5 SEWER LINE. - '-`___.__._'y t. . ._ _ _-_ ='� I /'6 m I 6 wo 100 MBH I / I-1/2" COLD WATER STUB-OUT 6-r i COORDINATE MU1S;c ^;PING NTH SHUT-OFF. CAP FOR FLITURE SEE CIVIL SITE DRAWING BELOW GRADE NTH TYP OF 4 LOCATIONS. FOR CONTINUATION. TYPICAL. STRUCTURAL FOOTINGS. 3 `" I I I UH-6 / 1 + 1 2 SLOPE N 100 MBH i Z 8 G2/ -- G2! — _ - G2/ - / U14-1 i 4 I to — 1 ! 100•MBH F , 8" (A 10.400 SF) UH-1 I I HOSE 9188 t ` � I 3 ull w UH-4 `•4,� 1/2- + CCv£RED I i 125 MBH l� t.c" I 31 75 MBH `� r u 3/4" I 1 I I DOCK _ .•' aIe ! I (�---- I V ELECTRICAL ROOI`T ra asp t BLDG. F.F.E. = 164.5' ift UH-2 FLOOR DRAIN. J.R. SMITH 2632C. I I I ' 100 MBH I CONNECT GAS PIPING 3/4" FIRE SPRINKLER TO GAS METERS. RISER _ -- --- - - C',^ III `✓I UH-2 i O — 4 4"VTR-- 8" (A = 9.600 SF) UH 4 ON INSULATED BASE 6" �- HOSE BIBB 3/4- RAIN LEADER GAS METERS TYP. OF 4 LOCATIONS (By UTILITY C0 ) 3/4" �" �.l MULTIPLE TENANTS ' _ _ 1 ,r - _ "L LOADS - 2-1/2' DOMESTIC, -PIPING TO 5 FT. OUT OF 225 MBH 0 300 FT. COLO WATER RISER BUILDING. COORDINATE — —�� 175 MBH O 150 FT WITH SHUT-OFF AT WITH CIVIL SITE DRAWING f i /HOSE BIBB 200 MBH O 150 FT. 48" A.F.F. FOR CONTINUATION, � _ I J.R SMITH 560907 i �I ' � 225 MBH O 300 FT. TYPICAL. OR APPROVED 8" (A = 9,800 SF) 2-LB DELIVERY PRESSURE y. TYPICAL. CC✓ERED r,.. , I DOCK I1/1C� ROOF FLASHING P"TEO A.C.A. APPROVED It . `-HOSE BIBB PER ARCHITECTURAL TYPE CAP PAINTED 4 I REQUIREMENTS I , PROVIDE SEISMIC CROSS - BRACING. MIN SLOPE 1 — BEND AND CUT ANGLES TO FORM t// TO 1' 4 FIAT SWACE FOR CONNECTION ROOF T MIN 111 ) --- �/ - 8.. (A a 10,800 SF) TO STRUCTURE. MVO �`)/ 1 3X3X20 CA SHEET METAL. ANGLES ANGLE BRAC -- _ ^' ----- _ 133 MAX SCHEDULE -FASTEN ANGLES TOGETHER REFERENCE WITH TWOSHEET METAL 06 SCREWS; HETATR THREADED RODLOO � �L4 � IMIEC N4 IG^L UACK _ -- --- LAG BOLT WASHER * NUT I I -lI►N-I GAS FIRED UNIT HEATER: 3/32" • i'-m" i DISTANCE TO BE SAME AS UNIT WASHER I U. HEATER WIDTH C(IORDINATE 1/15 HP ANGLE MAY VARY EXACT LOCATION WITH FLUE NUT (TYPICAL) RUE 125 MMH INPUT. 100 MBN OLrfUT, 1550 CFM; ITIS 10 OUTLET THREADED(TYPICAL) PROVIDE WITH WALL MOUNTED THERMOSTAT WITH LOCKING COVEq I 1+ \ 3_X3_K1/4' E1W SEF DETAILS `A" < CUP IOFT MAX �---IN PROPELLER FAN '• UN-2. GAS FIRED UNIT NEATER- 120V/II DETAIL 'A' ARD UH-3 100 MMI INPUT RO MOU OUTPUT. TSTA Ci11, I/� _--- STCUCT ANGI-E BRACES TO UNIT HEATER SHUT-OFF VA VE PROVIDE WI TM WALT MOUNTED THERMOSTAT WITH LOOKING COVER P — _ _ STRUCTURE NOTE - PIPING AND HORIZONTAL -----GAS SUPPLE' �,-. GAS ON IN UNIT HATER 1��/I• S THIS SHEET R 7S PROVIDE INPUT. TND TS M� OUTPUT: 113D WITCFMH --_—_- _ SYMBOL LEGEND 45 MAX. ADJUSTABI-£ — _ DRIP LEG I/X1 � LOUVER ' P1gVlpE WITH WILL MOUNTED TIf.Ia1pSTAT WITH LOULINO DOVER -- 1� 8". METALBESTOS TYPE '8' FLUE UP TO A.0 A. APPROVED THREADED ROD VERIFY MOUNTING GAS CONTROLS UH-S, GAS FIRED UNIT HEATER; 12OVIIS WASTE BELOW GRADE HEIGHT t REUXILATOR lN S UH- 100 MIM INPUT. 80 MBH OUTPUT, 1140 CFM: 1/30 HP WEATHER CAP. FLASH ROOF PENETRATION WATERTI;HT. �— PROVIDE WITH WALL MOUNTED THERMOSTAT WITH LOCKING OMER. TYPICAL 4 LOCATIONS. — --- -- COLD WATER ` -UNIT HEATER UH-7 GAS FIRED UNIT HEATER 12OV/10 �2 METALBESTOS TYPE "B" FLUE VENT CONNECTOR TO -- G - NATURAL GAS FRONT v+Ew Its MMU INPUT, 100 MqMMOUNTED ED THERMOSTAT 1570 CFM; I/IS HP UNIT HEATER. TYPICAL ALL LOCATIONS. �� -�--T WATER PIPING BELOW GRADE c �"�' PROVIDE WITH WALL 1H>blNTEO THEIipSTAT WITH LOCKING COVER 4 3`�_S FIRED UNIT HEAR DETAIL O3 CONNECT 1/2" GAS PiPING TO HVAC EQUIPMENT. 2 UNIT HEATER SEISMIC BRACING - 1►I-8 OAS FIRED UNIT HEATER-. 120V/I. PROVIDE WITH GAS REGULATOR AND SHUN--OFF VALVE )•pis WALL CLEANOUT O--CLEANOUT TO GRADE - - ,► TCW MM INPUT. SO MIH TED TH: 11{0 CfI1; NOT TO SCALE � +�.�Q FAN 1/30 /� � �4 ROUTE WATER PIPING DOWN IN WARM SIDE OF WALL. m ~- NOT TO SCALE` 1 , 1 /�uH�2 PROVIDE NIiM WAIT MOUNTED 71ERIOStAT NI 1N LOCKING COVER O--FLOOR CLEANOUT +---- HOSE BIBS rnr , 108. NO. VAN DOMELEN LOOIJENOA ��� �LLJ � JiNESIENTE � J510164 TN/DL 2 JUNE 9S 941 r Rolf c r No. �,� PanJecr N 95-F0 -_ — McGARRIGLE / KNAIJF BJrU.,°fI,11Ft :tCTakr a iu .Don eMrTfoed lieTil,;CF- "911' Ne8 DRB ell " 4,3y4 l CF EAUINfRlAG EAC. INCNIAff MlMf£klNG ihC. IBEARTOK OREGON (onsullig Fngrnris cmull;ng �� / 9/97".r-af• ` + 7 Tq ► 5Qi td96.T'M DANILO REYES PI 8G tl 69410I TUONG NGUYf.N-HVAC r - m - -_ -- - _ C)\`M �� y T 7, AiI 5933 S.W. KELLY AVENUE PORTLAND, OREGON 97201 1-1"•,. 00R FLAN — }--�,�, ,�,/ ING "p• McMK'� � REVISIONS � (503) 222-4453 ►� Nimbus Av QI'x f �� �•/'!G enult,10585 � ,a, ,f __ O9 0!2e-o272,MEC 95•� � � l CV32 r+ I +� '�L"+►:• SEAT r-)EErM IT S&T II' IlIk 11olice al)pears clearer 01;111 the docLllnew, the ducumellf i; ul' marginal 1�1�III�IIIIIII iII111111Itll .t II)I�I+I►IiI� i IaII1Jill 111111 ►IIIIi1IIIIII I IIIIIIIIIIIII�I II+I1III1IIiI r IIIi�IIIiIII� t fiIIiitl�I�i� II�i►I��II11�1� ��IiIi�E SII 11�I111lI;Il1 INCH MAD[0 aN y 1111111 I iiI ( - I �f"`Ti Hi II t it INIIINIl1111IiN11►1t ItfilllfLtll 1 ill(iHIIiN IIiIIiIIIIiIIIIIIIIIfifllllllllll(IiIIiiIIIIIIIiI Itlllllllllllllll1111l30 x lllllllllllllllllllllllllllllllllllllllllllllll IIiIiIIII IIIIIIIIIIIIIIIIItI I111iIH1 IIiIIIIIIIryfi f rl�ffilliiii i t nIIIIIiIII r� �r�fl n 1 . . . ,I .0 i _ /, 1i SECTION 150S0 - BASIC MECHANICAL REQUIREMENIS M,"",l I I PART 1 - GENERAL 3.8 DEMONSTRATION A Upon completion of work and adjustment of all equiprnent, test systems to demonstrate to Owners 8. Remake or replace defective, looking or otherwise unsatisfactory pints or material. Peening, caulking, 13.2 VALVE ADJUSTING AND CLEANING I or doping of piping is not permitted. A. Inspect Volvos for looks Adjust or replace SUMMARY Spe6fi atony and Engineer that ail equipment furnished and installed or connected under provis,on.y of these 9. InstrdJ piping to prevent stresses and strains to piping and hangers and supports due to exponsion or lu P pocking to stop leaks Replace valve if look persists A. Specifications functions mechanically in the mo snK required. contraction. Wherever required• provide proper loops, guides. offsets, anchor points, or expansion i Work included: The work included in this Section applies to at; Division 15 work to provide all materials. labor, B. (aerations and Mointenunce Data: At time Cr system demonstration, deliver to Owner's Representative two Include provision for servicing n removal P Ants toils. permits and incidentals to provide and make ready for the Owner's use the Heatmq. Ventilation, air bound copies 3t-ren binder type) of P god emova of equipment without dismantling piping. SEC110N 1514 - SUPPORTS. Conditioning, Plumbing and Fire Protection S tams for the r P ( 9 lP ) Operation arid MointenonCe Manuals containing following materials: 10. Air Venting of Domestic Water Piping Systems: Install manual air vertu (MAV s) at OII high points of 0 SU POR S. ANCHOFS, AND SLEEVES B Related Wo ys proposed project. 1. Catalog description of each item of equipment actuully installed on job, vertical risers, at each healing and cooling tail, and at all ether locations necessary to eliminate air from PART 1 Specified Elsewhere. 2. Instructions for operation and maintenance of Mechanical Systems composed o/ AR GENERAL 1 The content Of this Section applies to oil Division 15 specifications. Ys D operating instructions, systems Provide discharge line consisting of two (2) elbows and p;ping as required to direct condensate 1.1 SUMMARY 2. Ther marntendnce inst-uctions and manufocturer's literature as follows: toward floor or local drain. requirements Of this Section ore o +T,inimum fpr each Division 15 Section, unless otherwise stated O. Maintenance Schedule Chart: Provide an 8-1;2 inch by I I inch typewritten fist of each item of 11, Pepin Systems Routing WithinUnconditionedA• Work Included: Material, in each Section, in which case that Section's requirements 911011 take precedence g ye g Spaces, Plenums, Chases, or Cavities. installation and testing of supports, oncnors and sleeves included in the following:installed equipment requiring inspection, lubrication or service, describing and scheduling o. Unless absolutely unavoidable, route all fluid-fillaa and (or) pressurized piping systema on the i Horizontol-piping hangers and supports 1.2 PERMIT$, CODE$ AND LAWS performance of such maintenance. "warm' side of local building wall, roof, or ceiling thermal insulation butts, boards, or blankets as 2• Vert+col-piping clomps A As a minimum r b. MOniifOcturer's Literature: Provide copies of manufacturer's instructions for operation and near to hefted space as practical. 3. Hanger rod attachments end any nt, unless otherwise specified, all work shall be in accordance with the following rules maintenance of oil mechanical equipment, including replacement 4. Budding attachments and regulations and any opplicoble laws: q p ports list with Home and address � b. Whenever such outing as described above is entirely impractical or impossible, +»stall heat tracing I Notional Fire Protection Associution (NFPA), of nearest distributor. Mork each copy with equipment identification label as listed in Equipment 5 Saddles and shields Schedule. i s AC-5, EF-10, etc. systems to piping, wherever necessary Inform the Engineer before proceeding 2. Occupational Safety and Health Administration (OSHA). E. Excavation and Bockfill: 6 Miscellaneous materials 3. Codes os 1. General. Perform excavation and oockfill required for installation of machanic0 work. 7. Anchors published by the Internatianol Conference of Building Officials- 3.9 CLEAN-UP I 8. Wall and fluor sleeves o. Uniform Building Code. 2. Water: Keep all excavations free of standing water Re-excavate and fill OKCOVOtions damaged or bUniform Fire Code. A Upon completion of installation, thoroughly clean oil exposed portions of equipment, removing all temporary i softened by water or frost back to original level with sand, crushed rock or other material. . labels and traces of foreign substances. Throughout work, remove all construction debris and surplus materials I 3. Tests: During progrt.s of work for Compacted fill, Owner reserves right t r 1.2 SUBMITTALS C Uniform Mechanical Code accumulated by thin work q 0 request compaction tests A. Product Data Submit manufacturer's technical product data, including installation instructions for each d. Uniform Plumbing Code. ! mode under d�roction of o testing laboratory c type 11 e Related Supplement! and Standards i 4. Trench Excavation; Excavate trenches to necessary depth and width, removing rocks, unstable soil of support, anchor and sleeve B. Where any of the SECTION 15060 - PIPES AND PIPE FITTINGS muck, ) p B Shop Drawings: Submit manufacturer's assembly-type Shop Draw,-igs for each type of sleeve indicating y e Code requirements are at variance with the Drawings and ( peat, etc roots and stumps Excavation material is classified as "boss fill" or "native " Bose YP cot ng 9 Specifications.. the Code fill excavation material consisting of placed crushed rock may be used as bockfill above "pipe zone." dimensions, weights, required clearance$, and methods of assembly of components. requirements shall be met as a minimum requirement, and any cost Hoke>•ary to meet th,lse shall be included in the Contract. Where the Drawings and Specifications ore superior to code requirements, the Drawings and PART I - GENERAL Native excavation material shall b,i removed and disposed off site Provide bdequbte width of trench far 1.3 QUALITY ASSURANCE Specifications shall govern. I proper in5tollotion of piping, C Permits and Inspectrcul5 Unless otherwise distinctly hereinafter spec+fiev, this Contractor shall apply and pay 1'1 SUMARY 5. Support Foundations: A. Manufacturer' Firms regularly engaged in the manufacture of supports and anchors, of tyles and sizes for oil necessaryo. Foundations: Excavate trenches located in unslobte ground below elavotion required for installation required, whose products have been satisfactory in use in eimilbr service for not less than five years. permits and inspections required by any Public Authority having jurisdiction I A. Work Included. B. Regulatory Requirements: 13 SUBMITTALS Materials, installation and testing of pipe. tub nq and fittings. of p;ping to a depth which is determined by Engineer as appropriate for conditions encountered l • 2 Refer to Specification sections for each system medium (i.epiuml-ing, hydronics, gob. etc ) for pipe Place and compact approved foundation materials in excavation up to "bedding zone." Dewoterin , i Plumbing. Comply with the requirements of the Uniform Plumbing Code. application 9 2 Manufacturers Standardization Society of the Valve and Fittings industry, Inc (MSS) Standard Procedures Where o substitution of equipment requires any redesign, ail rede$ig„ and new Drawings required placement, cornpochun and disposal of excavated materials shall Conform to requirements contoured thereof shall be prepared by the Contractor in other sections of Specifications and/or praw,ngs. Compliance: B. Submittals: I 1.2 SUBMITTALS b. Over-Excavations: Wtr,re t *rich excavation exceeds required depths, provide, a Provide pipe hangers and supports whose materials, design and manufacture comply with MSS SP- A. Piping Materiols List: Provide a typewritten list which schedules the piping materials to be used for each suitable bedding materials to proper grade or elevation. Place and compact 58, Pipe Hangers and Supports--Materials, Design on N n •f Where on item submitted is designated by number or symbol on Drawings, show the number or symbol. g d 0 u acture," retest edition. 2. Check Product D.)to for space requirements and conformance with Specification and rr+ork correcti,)n$ system as a function of applicable nominal pipe size ranges. Arrange schedule in outline form for each specific c. Foundation Material Where nutive materials has been removed, loc• n b Select and apply pipe hangers and supports complyingwith M PP SS SP-69, Pi P and compact necessarype Hangers and on approval on all Product Data prior to submittal to Engineer. Piping system a g Chilled Water System," "keit, Waste, and Vent Piping System," etc. Include ASTM, ANSI foundoGon material to form o base for replacement of required thickness of bedding motorial Supports--Selection and Application, latest edition 3. Submittals processed by Engineer ore not Change Orders. I or other numbers and other data as necessary to demonstrate compliance with requirements. c Contractor shrill have 0 copy of the above-referenced standards on the construction site at oil times. 4 it deviations, discrepancies or conflicts between Submittals and SFRCiI'CoCons are discovered, whether r 8. Test Procedure Submit a typewritten checklist type of testing procedure indicating testing medium (i e water, Material Passing Close A (loss 8 C Seismic Provide custom engineered and fabricated components per D i UBC Chapter 23, which have been sealed air, nitrogen, etc.), pipe service, pipe and fitting type and classification, test pressure, Min Max. Min. Max. by a structural Professional Engineer, licensed in the state in which the work will be done Submit Shop prior O w after Submittals are processed by Engineer, Design Dr winds and Specifications shall control p pas!/}oil criteria and any Drawings and calculations for review. and shall be followed other pertinent data + 3/4 Inch Square Opening 27 41 0 1 5 Coordinotion of mechanical equipment and electrical service to thut equipment IS solely the responsibuity i PART 2 - PRODUCTS o/ the Contractor The Engineer's review of submittals which indicates incorrect electrical service does i•3 QUALITY ASSURANCE , d Bedding Material. All site piping shot! be full bedded on sand or crushed rock PI minimum 2.1 HORIZONTAL-PIPING HANGERS P A. Manufacturer's Qualifications: Firms regularly en g P Oce e n mum 4 AND SU PORTS-HORIZONTAL AND VERTICAL PIPING. AND HANGER R00 not relieve the Contractor of the responsibility of providing the current elar.tNcal characteristics of no q y g0ged +n manufacture Of piping products of types and sizes inch deep toyer of Bund or Crushed rock on leveled trench bottom for this ATTACHMENTS to necessarydepth for 9 ,couplings p purpose. Remove bedding q provide factory- horizontal- i n a ai tonal cost to Owner required, whose prod, ,its hove been in satisfactory use in similar service for not less than three years. length. P D 1 piping balls and you lin s to maintain contact of Pipe on bedding for its entire Ypiping hangers and 9 9 supports complying with MSS SP-58, selected by - C. Record Drawings Provide Record Drawings which show dimensions, locations and depth of all underground B. Regulatory Requirements, Provide additional bedding in excessively wtlt, unstable. Or solid rock trench bottom Contractor t0 suit piping systems, in accordance with MSS SP-6 n 9 and manufacturer's published product piping. No Gockfillinq of trenches will be permitted until Record Drawings ore up-to-data Reference depth of 1 Uniform Mechanical Code. conditions as required to provide n him foundation. information Use only one type by one manufacturer /or each piping service. Select size of hangers and sewers from 0 permanent benchmark. Reference dimensions from building structural features, such as beoring 2• Uniform Plumbing Code. 6. Backfilling supports to exactly lit pipe size for bore g Y P p piping, and to exactly fit around piping insulation with saddle or shield wolfs w columns 3. Applicable Federal, State and Local Codes, and Enforcing Authorities 0. Following installation and successful completion of required tests, bockfill piping ,n lifts. for insulated piping. Provide copper-plated hangers and supports for copper-piping systems. 0. Visiting Premises. (1) In "pipe zone," place and compact br,ackfill material in lifts not to excend 6 inches in depth to 1. Before submitting bid on work, visit site Or,d become tornihor with all visible existing conditions. No PART 2 - PRODUCTS S o height of 12 inches above top of pipe Place bockfill material to ebtoin contact with entire 2.2 BUILDING ATTACHMENTS additional allowance will be granted due to lock of information of visible existing Conditions 21 EQUIPMENT periphery of pipe, without disturbing or displacing pipe A. Except as otherwise indicated, provide foctor -fobricoted attachments Y complying with MSS manufacturer's selected 2. The submissinn of d bid will be considered on acknowledgment on port of Bidder of visitation to the site A Provide pipe, tube and fittings of the type, lilting requirements, grade, close, size and weight indicated or (2) Place and compact bockfill above "pipe zone" in foyers not to exceed 12 inches in depth by Contractor to suit building pt d g substrate conditions, in accordance with MSS SP-69 and monulocturer'S required for each service, os indicated in other Division 15 Specifications. Where type, grade, Or class is not '` b. Backfill Materiae: published product ,nformahon. Select size of budding attachments to suit honger rode. Proved I.4 QUALITY ASSURANCE indicated, provide r q comply building attachments for copper-piping systems, g Provide copper-plated p paper selection o! determined by Installer for installation requirements, and com I with (1) Backfill Material ,n "Pipe Zane" 3/4 inch minus crush$ rock or sand. A. More any of the Contract Documents are at variance with the oppricub!e Codes governing 'he work, the Code governing regulations and industry standards. 2) Crushed rock, fill sand or other bockfill material as specified elsewhere in Specifications may requirements shall take precedence, and any cost necessary to meet these shall be includeq in the bid price ! be used above pipe zone I $.3 SADDLES AND SHIELDS B. M1.echonicol Plans 2.2 STEEL PIPE 7, Compaction of Trench Bockfill- Where compaction of trench backfill material is required, use one of the A. Except as otherwise indicated, provide factory-fobricoted saddles or shields following methods or combination thereof: (1) Mechanical tamper. 2 vi r s oils under piping hangers and supports The Mechonicol Plans are intended to be diagrammatic and oro Doled on one manufacturer's equipment A ASTM A-53--$4a. Electric Resistance Welded Or Seamless. Grade B Black, unless otherwise indicated, p ( ) b utory compactor Or (3) other for insulated piping Size saddles and Shields for exact ht t0 mote with pipe insulation. They ore not intended !o show every item in its exact dimensions, or all the Jetoi;s of the equipment or Schedule as specified approved methods appropriate to conditions encountered. Engineer shall have right to change methods J pp proposed systems loyout Verily the actual dimensions of the systems (i.e ducts and piping) and and limits to better accommodate field condition m s Compaction Sufficient to attain 95 percent of 2.4 MANUFACTURERS OF HANGERS ANO SUPPORTS equipment proposed to assure that the systems lino equipment will fit in the available space. 2.3 COPPER TUBE maximum density at optimum moisture content unless noted otherwise on Drawings or elsewhere in 1 A. Elcen Metal Products Company 2. Installation of all mechanical systems shall be within the limitotion5 imposed by the architectural. I A. Temper: Annealed (hard drown). I I ` Specifications. Water puddling" or "washing" is prohibited. ! B. ITT Grinnell Corporation structural, and elet;tricGI requirements. Provide adequate space for manufacturer's recommended I B. Water Service: ASTM B-88, Type as indicated for each service i 10 mointenance and Code-required clearances. I 3.2 FIELD QUALITY CONTROL ' 2.5 WALL AND FLOOR SLEEVES '7 C. Guarantees: All equipment, materials, and workmanship shall be tuaronteed including labor and materials for 2.4 CAST IRON PIPE i A Inspection Upon completion of installation of plumbing fixtures and after units ore woltlr r A. Escutcheons: Prove corrective measures, for a period of one year, beginning with the d�rte of acceptance Of the project in writing A CISPI 301-75 Hubless (No-Hub), including coupling assembly. i fixture! to demonstrate copabil;ty and compliance with requirements. P essurized, test de ane-piece solid-cost brass with nickel or chrome plated finish except primed-for-pointin P When finish where V possible, correct malfunctioning pointed finish i9 indicated for adjoining surface. Size to fit closely around outside of pipe ectal warranties will be called for under some sections of Products, Provide o minimum four units at site, then retest to demonstrate compliance; otherwise, remove and replace with new units and insulation or bore pips where no +nsulaGan covering is indicated Wherever sleeves extend above A year warranties 2.5 FITTINGS FOR STEEL PIPE boa oor finish, on all refrigerant Compressors. Provide worronties in writing, cnd include written copies of the factory pror3z,1 with retesting, provide units with sufficient depth to conceal sleeves. warranties with expiration dates on items of equipment where the worronty dote might differ from the A Cenerol• Flanges, fittings, unions and other products, mark in accordance with MSS SP-25. B. iesting: i B. Link-Seal Pipe Sleeves: Neoprene casket links I acceptance dote, such as four year warranty of refrigerant systems No worronty shall start before the dote B. Threaded Fittings: ANSi 82.1, ASTM A-47, 150 psi rating, except where otherwise specified, or prevailing 1 PiPI^9 P 1 bolted together around an interior sleeve forming d watertight P 9 ! seal. Units shall be Thunderline Corporbtion, or equal. Of acceptance in wilting by the Engineer. Codes or requirements dictate use of 300 psi rating. Fvbncote from standord malleable iron with dimensions o. General Provide temporaryequipment for testing, including pumps, compressors, tanks, and g Caulking: Eagle, Pitcher Super 66 high temperature cement, Or equivalent C. Insulating O. Substitutions: I conforming to ANSI 616.3. gauges, as required Test piping systems before insulation (if any) is installed and remove o. I. Where materials or equipment are specified by name of manufacturer, such specification Shoff be deemed disengage control devices before testing, Where necessary, test Sections of each piping 3ystmm ( PART 3 - EXECUTION to be used for purposes of establishing o standard of quality for that particular item. Materials or 1 Fitting requirements for galvanized steel piping systems to be the some as for block steel pipe except independently, but do not use piping valves to isolate sections where test pressures exceed local 1 3.1 VERIFICATION OF CONDITIONS equipment shall conform to the Specifications and Drawings in oil respects. Modification to equipment each to have galvanized tooting. vr,lve operating pressure rating Fill each section with water, compressed air, or nitrogen n i E Examine areas and condition under which and s u de w rc supports and anchors are to be inatolled. Do not proceed with work to conform to the Specifications or Drawings is required if the listed monufoclurer cannot meet the 2 Fittings for waste, vent and drainage piping to be drainage pattern type vr,lveWressurizeopo for the indicated pressure and time 9 i until unsatisfactory conditions have been corrected. requirements with a regularly cataloged item. Inclusion of a manufacturer's name os OCceptoble to C. Flanges: Carbon steel conforming to ASTM A105, ANSI 816 5, and toctory-forged in the U.S.A. Flanges b. Test Period: Eighteen (18) hours, provide specific equipment does not indicate that the monutoCturer's standard catnrogued components which hove been machined, remade pointed, or are non-domestic origin are not acceptable. Provide raised ! C. Testing of Pressurized Systems: 3.2 PREPARATION will perform as required, or that they will fit in the allocated physical apace for I equipment. It is the or full face ends wherever indicated or required. (I) Test each pressurized piping system at 150 percent of operatingpressure indicated, A. Examine the Drawings n r i less tlion 125 P d Gated, but not 9 and coordinate for venficO. on of exact s prior t Determine proper grouting. for piping Contractors responsibility to verify that the equipment be proposed to provide wm fit ,n the allocated D. Unions: ANSI 816.39, ASTM Acate and a fabricated from malleable iron with bronze-to-von ground pint! prig test pressure penetrations the. Set sleeves c place in new Floors, offs or roots ri r rated at 150 o a p o to concrete pour or grouting. physical apace, with all required manufacturers and Code required clearonc�� percent design operating pressure.' Threads ANSI 82.1. (2) observe each test section for leakage of and of test period. Test foils if leak i B. Install hon ors, supports, anchors oqe s observed 9 PP and sleeves diner required building structural work has been completed in 2. Equipment Submitted for substitution shall meet all Contract Document ,, en)ents including quality E Fasteners: Semi-finished carbon steel bolts and hex nuts Conforming to ASTIrI A-.3ti-. 0lreods OndI or if pressure drop exceeds 2 percent of test pressure. areas where the work is to be metalled. Coordinate r d ate p aper placement of inserts, anchors and other building estabxplai shed by brand specified Any ileo oLon or Han-carnplionl a shalt ndicated by on attached letter Dimensions ANS; 81 1 and B18 2 1 2. Drain Systems: Test drainage and venting systems, with necessary openings plugged• to permit system Stru.turol attachments per the referenced standards and manufacturer's e s recommendations. explaining b proposed Change Acceptance of Submitted motorial does not grant deviation from Contract F. Threaded Pipe Plugs: ANSI 816.1 to be filled with water snit subjected to v water pressure of a minimum of It; foot head Svsf.,M. ^`,rill requirements. Additional expense resulting by Contractor's decision to use substitute mOteriols must be G. Thread Lubricant: Crone Formula 42S or equal, hold water without a woter level drop greater than one-half pipe diameter of Iorgb,l urnmal pipe size 3.3 INSTALLATION OF BUILDING ATTACHMENTS included in Bid ion and shall include all costs by Other affected crofts within a 24-hour period. Test system in sections if minimum head cannot be maintained in each section. A. In�toll building attachments at required locations within concrete or on structural steel of w for ' 2.6 FITTINGS FOR COPPER TUBE wood o proper 3 Material description takes precedence over catalog number listed. Contractor shall verify with The "10 foot hood" shall be the minimum pressure at the highest pint. piping support Space attachments within maximum piping span length indicated in MSS SP-69 Install manufacturer correctness of catalog number against material description and accessories. A Wrought Cupper/Brunze Solder Joint Fittings complying with ANSI 816.22. 3. Repair: additional building attachments where support is rrtquired for additional concentrated loads including 4, Variations in Equipment: If approved mechanical equipment of other manufacturer requires m0dificat on a. Repair piping system sections which foil the required q y y Mangos, P joints. g valvae, 2.7 FITTINGS FOR CAST IRON PIPE q Arpin test b o disassembly and call, step le q s, guides. strainers, expansion and of r,ibn es in direction of piping. or additions to other work shown on Drawings. Contractor shall arrange for and pay all casts of such using new materials to the extent required to overcome leakage. Do not age chemicals, stop-look changes at no addit onal cost to Owner. A Hubless Cost Iron Drainage Pipe Fittings: Stainless steel clamp assemblies, ASTM C564, CiSPI 301, CISPI 310 compounds, mastics, or other temporary repair methods. 3 4 INSTALLATION OF HANGERS AND SUPPORTS 5 Or Equal": Where equipment make is listed, followed by the phrase ". . . or equal," this %hall require the and governing regulations. b Drain or purge test water, air, or nitrogen from piping system after testing and repair work hove A. Install hangers, supports, clamps and attachments to support piping properly from building structure; comply been completed. With MSS SP-69. Group 9 P r . submittal of the proposed make prior to bidding for review and approval by the Engineer. p parallel runs of horizontal piping to be supported together on trapeze-type hangers. 2.8 MISCELLANEOUS PIPING MATERIALS/PRODUCTS Maximum spacings: MSS SP-69. Where piping of various sizes is to be supported together by trapeze PART 2 PRODUCTS A insulating (Dielectric) Unionsr Standard units recommended by the manufacturer for use in the service 3.3 ADJUSTING AND CLEANING hangers, space hangers for smallest pipe size or ,istall mtermedrbte supports for smaller diameter a Do E indicat4i which Isolote ferrous from non-ferrous piping, and prevent galvanic corrosion action. Miromum rated A General: Clean exterior surfaces of installed piping systems of superfluous materials, and prepare for not support piping from other piping. p� 2.1 EQUIPMENT "flashover" voltage: 600V. Watts 30th Series application of A. Provide products in current production• pointing, insulation, or coatings, if any. Comply with the preparation reouirements Section B Support fire-protection piping independently of other piping B. Soldering Materials: Tin-Antimony: ASTM 632, Grade 95TH. 15270, Piping and Equipment Insulation," as applicable Flush out water-filled or drainage pipingsystems C. Prevent electrolysis in support of copper tubingb use of hangers an b other recognized Y g s d supports which are copper plated, or B. Provide product, materials and accessories as required for a complete system ready for Owner's use. C. Gaskets for Flanged Joints: ANSI 816.12; full-toted for cost iron flanges: raised-race for Steel flanges, unless with clean water, and flush other piping systems with dry air or nitrogen atter completing required tests. Y g zed industry methods. otherwise Indicated or recommb-rded by manufacturer Gaskets: Minimum 1/8 inch thick fabricated from non- Inspect each segment of each system for completion of joints, supports, and accessory items. D. Allow controlled movement of piping systems to permit freedom of movement between pipe anchors n 2.2 LABELING D P and to asbestos bases 8. Inspection; inspect pressurized piping in accordance with the procedures of ANSI B31, facilitate action of expansion joints, expansion loops, expansion bends and similar units. A. All electrical equipment and items consisting primarily of electrical components shall bear a label of a testing 0. Copper-Brozed Brazed joints for coppr:r tubing and fittings shall be made with Code approved brazing filler E Piping live and dead loading and stresses from movement will ntransmitted of be porbornto connected equipment. laboratory, such as Underwriter's Laboratory (UL), alloys meeting ASTM and AWS Standards <.nd listings. Filler alloys of BCuP2 classification (e.g. "Phos-0" of 3.4 PROTECTION F. Insulated Piping: Provide protection saddle where insulation P s a e Hsu otion without vapor barrier is indicated. Provide B. NJhere such testing and labeling service is available for other products, such as fire dampers, boilers, etc., the Fos-Copper" may not be used to make joints between copper tubing and cost brass or bronze fittings. Filter A. Protect piping from domoge. Replace damaged items with new protection shields on insulated piping where insulation with a sopor barrier is indicated. equipment shall bear such a label alloys containing coomium are not approved for use in potable water piping. Installations shalt conform to 2.3 ASBESTOS accapted published procedures; such as UPC IS 3--75 Standard and C.D.A. Publications. Use of steel wool for 3.5 INSTALLATION OF ANCHORS A.cleaning tube and fittings is prohibited. SECTION 15100 - VALVES Anchor Spacings: Where not otherwise indicated, install anchors at ends of principal pipe runs, Make A Do nut use products containing asbestos. PART 3 - EXECUTION PART 3 INSTALLATION EXECUTION provisions for preset of anchors as required to accommodate both expansion and contraction of piping. 3.1 ACCESSIBILITY 3.1 1,PART 1 - GENERAL 1 SUMMARY 3.6 INSTALLATION OF LINK-SEAL PIPE SLEEVES A. Work Included A. Install in Occordonce with the manufacturer's recommendotione. A Install equipment having components requiring access (,su(:h as drain pons, drains. fire dampers, control A. General: Electrical Equipment Cleorvnces: Do not route piping through Electrical Rooms, Transformer Voults, I Materials, installation and testing of valves, including the following B. Install at below-grade piping penetrations. dampers. Contra operators, valves, motors, drives, eft.) so that they may be serviced, reset, replaced or + Elevator Equipment Rooms, and ether electrical or electronic equipment spaces and enclosures Within o. Gate solves. recolibroted etc by service people with normal service tools and equipment. Notify the Engineer in writing and 1 Equipment Rooms, provide minimum -0" lateral clearance from all sides of electric switchgear panels. Do b. Boll valves 3.7 INSTALLAPON OF FABRICATED PIPE SLEEVES. not route EVES. o decision requested, if any equipment or components are shown in such a position that the above cannot be + �" Piping above any electric power or lighting panel, switchgeor, or similar electric device. Coordinate 2 Refer to Specification sections for each system medium i e. Plumbing, h r"n r• A Provide either r ( D g. yd _J, goo, etc.) for valvesteel o shoot metol pipe sleeves accurately centered around pipe routes. Size such that piping accomplished, with Electrical and coordinate exact pipe routingto provide and inSulation, if any, will have free movement within the sleeve, including allowance for thermal expansion. + i B. Pressure Piping Routing; D proper cleoranre with such items. application. 1.2 SUBMITTALS Sleeves sholf not be more than one pipe sizo larger than piping or piping plus insulation size. .2 NOISE AND VIBRATION 1. Routs piping, except as otherwise indicated, vertically and horizontally (Sloped to crrain) Avoid diagonal A. Product Data Submit manufacturer's B. Length: �I r ! a s technical product data, installation instructions, and dimensioned 9 Eque to .sickness of construction penetrated, except extend floor sleeves 1/4 inch above fl fins h r runs wherever o0� s ` A. Install vibration isolators, flexible connector$, expansion joints, and any measures required to prevent noise Possible. Orient horizontal routes parallel with walla and boom lines, drawings far each type of valve, and, where floor Surface siding too floor drain erten Moor d oo sleeve 3/4 inch above floor finish. and vibration from being transmitted to occupied areas. Select equipment to Operate within the NC design 2. Install piping o� shown or described by al rout s, details and notations on the PnrowingS or, if not B. Mrawin s f o each : Submit i C. Provide ub t me.ntencnce data and ports list for each type valve, Include this data, product o de temporary support of sleeves during placement in concrete and other work around sleeves. Prove level for the particular type of installation n relation to its location indicotetl, install piping to provide the shortest routs which docs not obstruct usable space or block p de data. and certifications in Maintenance Manual. temporary and closures to prevent concrete and other materials from entering pipe sleeves. B. Alter instdllotibn, maks proper adjustments to reduce noise and vibration to acceptable levels as defined by ocCols for servicing the building and its equipment D. Seal each end airtight with o resilient non-hardening Sealer. the Engineer. 3. Support piping adjacent to walls, overhead construction, columns and other Structural and permanent- 1.3 QUALITY ASSURANCE 38 PIPE ANCHORS enclosure elements of the building. Lima clearance to 1/2 inch wherever furring is indicated for A. Mvnufactur„r's Qualifications: Firms regularly engaged in manufacture of valves of types and sizes required, A InstallC ORS .3.3 SEISMIC CONTROL concealment of piping. Allow for insulation thickness, if any. Locate insulated piping to provide minimum whose products hove been in satisfoctary use in similar service for not legs than 5 years. where shown and required to-prevent pipe movement. A. Seismic Restraint 1 inch clearance pasloutside insulation. B. Manufacturers: Crone. Fairbanks, ITT Grinnell, Mueller. Lunkenheimer, Nibco, Powell, Stockhom, Hammond, I. Provide properly designed Custom components which meet the requirements herein, � 4. Wherever possible in finished and occupied spaces, conceal piping from view by locating within column 3.9 ADJUSTING AND CLEANING j, or beam enclosures, hallow wall construction, or above sus ended ceilings. Do not encase horizontul Watts, Milwouk+e, or eq al, A Adjust hangers So as to distribute loads equally on attachments. 2. Pipes and Ducts: Where approved by local Cade Officruls, seismic control may be provided per Seismic p q Restraint Manual Guidlines for Mechanical Systems as published by SMACNA I routes in solid partitions, except where approved PART 2 - PRODUCT$ B. Provide grout under Supports to bring piping and equipment to proper level and elevotiona. 3 In all been; case!, provide custom engineered and fabricated components per UBC Chapter 23, which C. Preparation: 21 EQUIPMENT C. Clean factory-finished su faces. Repair marred or scratched %urfoceS with manufacturer's touch u point. hove been seated by a structural Professional Engineer, licensed in the state in which the work will be I. Hubless Cost Iron Joints: Comply with CISPI Standard HSN-75 utilizing calibrated torque wrenches for I D A. Provide end connections which properly mote with pipe, tube, and equipment connections. Where more than done. Submit Shop Drawings and calculations for review. � tightening bands to manufacturer's recommended settings, I one type i9 indicated, selection is Installer's option. 2. Insulating (Dielectric) Unions: Comply with manufacturers instructions for installing unions wherever B. SizeS! Unless otherwise indicated, provide valves df some size as upstream pipe size 3.4 MUTILATION piping of dissimilar metblg are adjoined. Install unions in manner which will prevent galvanic action or,, I C. Operators: Provide lever handle for A Repair all mutilation of the building around pipes, ducts, fixtures, etc inhibit corrosion. I quarter-turn varves. D, Installation: 2 2 VALVES T5 EQUIPMENT SELECTION AND SERVICEABILITY 1 General: Comply with basic requirements of Section 15140, "Supports, Anchors and foes" Install A Gate Valves - 2-1/2 Inch and Larger. Flanged ends, Class 125, iron bad bolted bonnet solid w i A. Locate and install equipment Sq that it may be serviced. Osmonstrote that there is room to remove 011 coils, ' Pipe, tube and fittings ,n or-.cordance with recognized industry practices which will n( ,eve permanently mounted. OS&Y: Nibco 617-0. Non-R;sing Stem Nibco F-619. Y edge, bronze burners, tube bundles, filters, pumps and motors, electrical equipment, and similar items leok•-proof piping systems, Capable of performing each indicated service without piping failure. Install 8. Ball Valves B. Replace or reposition equipment at no additional cost to the ')wner, which is too large or located incorrectly each route with a minimum of joints and couplings, but with adequate and accessible unions or flanges 1. 1 Inch and Smaller; 150 psi, bronze body, full port, bronze trim, two-piece Construction, TFE scots and to permit servicing. for disassembly, mOintenonce, and replacement of valves and equipment Reduce sizes by use of seals Nibco 585--70 reducing fittings. Align piping accurately of connections, within 1/16 inch misalignment tolerance 2, 1-1/4 Inch to 2 Inch 150 s;, 3.6 DELIVERY, STORAGE AND HANDLING p bronze• ood port, 3-piece body, TFE seats with bronze trim. Comply with ANSI 831 Code for Pressure Piping. � y. full 2. Installed piping shall not interfere with maintenance of a I Threaded: Nibco 595-Y. A. Deliver, stare and handle motorists and equipment in b manner to prevent damage and deterioration. Store in D P g equipment, opening of doers Or other moving parte original container which identifies manufacturer's name, brand and model number Do not store indoor ' nor shalt be directly above or near any portion of electrical equipment I PART 3 - EXECUTION equipment outdoors unless provided with a woterproof protective cover. 3. Support piping such that connected equipment and flanges do not bear weight of piping. l 31 INSTALLATION B Replacement' In event of damage, immediately make all repairs and replacements necessary. 4. Adequotely support vertical lines at their bases or by a suitable hanger placed in horiiontol line near the I A. Install valves where shown on Drawings and where required for ! riser or, preferably, by a base fitting set on a pedestal. 9 q proper operation of piping and equipment, l 5. Piping shalt not be suspended or supported b pumps, No force shall be applied to including valves in branch lines where necessary to isolote sections of piping. Locate valves so as to be 3.7 ADJUSTING AND CLEANING Y P pp pumps by connecting accessible and so that separate support can be provided when necessary. ! A Adjust controls for proper operation. Adjust regulators, etc Open and clove shutoff and control valves Several pipes. After final pipe adjustments and initial operational verification of the pumps, recheck alignment B. Install solves with stems pointed up, in vertical position where t;-nes to ensure tight lands. Flush fin thoroughly after tes '-, of pumps and realign as required possible, but in no case with stems pointed 4 g piping q q y g, prior to connecting equipment or fixtures. 6. Piping systems are tc be installed to dram. Provide properly sized drain valves at all low points, downward from horizontal plane unless unavoidable. Install valve drains with hose-end adapter for each valve 7. Room steel pipes after cutting to full bore. Remove foreign matter from inside of pipe before inst011in that must he installed with stem below horizontal plane. Kee installed q C. Insulation: Where insulation is indicated, install extended-stem valves, arranged m proper manner to receive Keep piping Free from dirt and stole and protect open ends from foreign matter. Use temporary insulation, i plugs or otter approved r,lethocig for opening and Closure. i I 11 i L/ `✓�\./ L L V E �5 CENTER T E R BRAD ,t'[) DA Tc it _ �� _ YIN - - PROJECT t __ --------�� -- - VAN DOMELEN / LOOiJ`NGA LI CJ i� _ %,, 9 P F p`Z / DUN NT ? JIB !Is 84UxJ �f c Na,. 95 �6. Ii�.� PROJECT N0. 95 r_EiJ �i McGARRIGLE / KNAUF 8L� NIMSl1B DR11rE w,' :°` '�; ;f e), 5�.,,.F 0". sail ltl*p. 4� '�'� (�s4� E! 0-0a �--0 If. /w U) o, i INiFR'ACf EhGIkfTFiIW; INC INTERFACE fNG/NEERIN� IWC, �� ��'y OREGON moi`/ `, NONE '14 I r� I Coxsul rag Cnglneers Consnllcnp Cnq+neers UM �'\ '/` K I'l-f fro l oa b4 t5oi W467ak DANiL❑ cE"ES-F'..Fr� - 1 ' c _ ----- - _ 507 659.679r tlloNG MaU�EN HVAC v/ A rr . I Sfi� Cll= 1 �titi� ", 'c h�� �� �" SATE dE v!>;ON5 3`i' 5.W KILL r A'✓f rdl_ii= i U�'�A�!�', +; i-';UN 97201 (50.3) 222-4453 1 ��%.O i`�f E C S 4N i C A L R �f�rrt�c-� r"1 F2 iLi Nimtros Avenue,10565 4r _J BLIP 95-0272,MEC 95-fit i-- r)G -- - 24of26 x'72 32 - ,'• `� � �aN'=.T. 5 erT $-2 Z -4 S r s�T- , 7-io.-15 P6 fz tnn t - �c-T G 14 'is: - - . If Ihis lIoficc 31rl:h;u's clearer Ih;u1 Ihh ducunuvnl. the ducunu•lit is of 111,11i"inal fillo"c}. 111111111111il 1w 111AM 111111 11111►1111111111111111111 .". 1 1a11111I1111►II 111111+111111j1 111111!1!11l! 111111!111111 1 ilililililil� 1 1l11i11l1111t Il11111l111111 I �,1111111-11-1 ,'11111111►11 is I IllCD .�'" % i , dlilnllill!111it1 iifillot 1104 `�- f i�rlflt t1, Iii l!nllnifnill!niliiiillinliiiiliii 'iiliiiihinlnnliililiiiiliinliiii!iiiilinlliniliiiliiiiiliiuliiiilnlihnllnillmilini iiiilnnl!nllilil Imflni 1n11nnl11Hw1rj 1111in111 ,- „ . t yy I 117Vw: Y .re ,, yy y,. TT, _-. __.._�- _._..___ - -- - . . - -'- - - I I 16. h 1'w r I 1 , ., 11 SECTION 15270 - PIP NG AND EQUIPMENT INSULATION PART - I 1.7 FLOW TEST PART 2 - PRODUCTS '� 1 GENERAL � A Flow: 1186 Ci�M of o residual assure of 96 PSiG I iSECnQN 15780 - UNITARY HEATING AND AIR CONDITIONING EQI!; I t SUMMARY I Static Prexsur•: 110 PSIG• 2 1 PLUMBING FIXTURES r'MENT a A. Locotiow 10450 SW Nimbus Ave. A. General Provide factory-fabrvcoted fixtures of type, style and material indicated on the Plumbing Fixture PART 1 - GENERAL Work Included: Materiels and installation of insulation, packets and occassories foi the following applications; Connection Schedule on the Drawings For each t 1 Domestic water water piping Dote: June 7, 1991. g type fixture, provide fixture manufacturer's standard trim, ,1.1 SUMMARY �� 2 Storm water in P P g systems ! Information Provided By. Tualatin Valley Fire alt Rescue, carrier, seats, Intl wives as indicrted by their published product. information; either as designed and 9I piping systems 9 A. Work included: Muterials, installation, and tesLing of unitary heating and cooling units, including the following:constructed, or as recommended by manufacturer, and itis required for complete inst011otion. Where more than l g 3. Bottom of roof drain Goalies ' 1.8 VJARANTEE one type is indicated, sele�Uon is inatofler's option; but, all fixtures of some type must be furnished by o single i Natural gas fired unit heaters, 4. Underground piping systemsr 1.2 A The Contractor shall guarantee all syt.tems against defective equipment, materials and workmanship for a manufacturer. Where type is not otherwise 66cated, provide fixtures complying with governing regulations. 9 � ��,), �1 1� D B. Roof Drains. Comply with ANSI A112.21.2. "rcwde Cast iron dome, deck clomp, Intl size as Shawn on 1.2 SUBMITTALS `,;.I'; 7 �� SUBMITTALS period of (1) year otter Owner's acceptance- A. Product Ddta Manufacturer's technical product data, including rated copocitiaa of selected model rn i f N t t•+ 11r A. Product Dote: Submit n)unufacturer's technical data and installation instructions for each type of insulation, PART 2 - PRODUCTS Orowings. Smith, Zurn or equor cored, .•-,._,% weights, furnished specialties and accessories, and installation and startup instructions c jacket, glue, B. Shop Drawings: Su' manufacturer's assembly-type Shop Drawings indicating dimensions, weight loodin s, a. � p' 91 pont, fitting cover, Intl occeaaory. Submit schedule showing monufocturer's product number, 2.1 PIPE AND FITTINGS 2.2 VALVES g thickness. and famished ac sssories for Both piping system requiring insulation. A. General: required cleurc•-,les, . . d methods of assembly of components. \ A. General: Provide per AHJ requirements, and as a minimum per below S_ Materials: Domestic Manufacture. 1. End Connections: Mote with C. Wiring Diagrams: Manufacturer's electrical requirements for power supply wiring, and manufacturer's I ir- 13 QUALITY ASSURANCE B. pipe, tube and equipment connections. Where more Cian one type is type wiring diagrams for interlock nalContra; cdde I Buried Piping Ductile iron Class 52, AWWA C151 with flanged or mechanical indicated. selection is Insto+ler s option. 9 9 c o wiring. Differentiate between portions of wiring that aril factory- A. installer: A firm with It feast 5 years successful installation exp•rirnce on projects with insulation! similar to 9 joint fittings; or PVC, 2. Sizes: Unless otherwise indicdted, provide valves of some size as upstream pipe sizes installed and portions to be field-installed that required for this project SDR-18, AWWA C-900. D Maintenance Data: Maintenance data Intl ports list for each unit, control, and accessory, in 8. Flom•jSmoke Ratings: Provide comp+ere piping and equipment ,nsuloticn 2 Above Ground Inside Building Piping 3 Refer to Section 15100 for detailed valve Specifications including "trouble- B. Domestic Cold Water Shut-Off and Isoiotion Volvos shooting" maintenance guide Include this tlato and product data in Maintenance Monuoi (insulation, jackets, coverings, a. Pipe size 2 inch diameter and smaller: ASTM A53, ASTM A135, or ASTM A-795; minimum CRR sealers, mastics Ond adhesives) in air cc,icltioned spaces or in return air plenums with Mama spread index Of E Charts, graphs, or computer printouts of performance characteristics u/ 1.00 Threaded, mechanical Couplings, or welded fittings. I. Pipe Sizes 2 Inch Intl Smaller: Anil valve. 25 or less, and smoke 3 writ ped index of 50 or less, as tested by ASTM E84 (NEPA 255) method, b Pipe Size 2-1/2 inch diameter and tarsen ASTM A53. ASTM A135, or ASTM A795, wall thickness 2 Pipe Sizes 2-112 Inch and Llrger: Gate wive. C. inrta(I per manufacturer's written instructions. D. As a minimum, comply with Uniform Ekjildin Code. State of Or greater than Schadule 5 (Schedule 5 not approved). Thread•ad, mechanical couplings, flonged, or 1.3 QUALITY ASSURANCE Section 5307 and 5308 a Oregon Structural Specialty Code, Chapter 53, welded fittings. 2.3 PIPING SPECIALTIES A. Qualifications Firms regularly engaged in monufccture of heating units, of types and copocities required, ._� - * C. Mechanical Couplings: FM approved; Victoulic. Gruvelock, or �quOl, t A Cleorouts whose products have been in satisfactory use in similor service .or not less than 5 years. PART 2 - PRODUCTS I. Plugs: Cast bronze or bross, threads complying with ANSI B2.1, countersunk head. B. Regulatory Requirements. UL Com lienee Provide Z c SPECIALTIES ( 2. Floor Cleorouts: Cast iron body and frame; cleanout plug, adjustable round to UL and have UL label offixed P Packaged treating Intl cooling units which ore listed by ', 2.1 TYPE 1, FIBERGLASS PIPE INSULATION p. Coordinate top A MaterialPremoided fibor loss, F A. Gar?rol 'equirement with floor finish per Engineer. a urery Specification HH-I-558, form D. Type III, Goss 12 Jacket: White I. Fire Department Connection: Free standing two, ductile iron; brass finish, thread size to Frit hie I 3. Wall Cleanouls: Coat iron body adoptable to pipe with cast bronze or brass PART Kroft fire retardant, all temperature vapor earner type, bonded together with o self-extinguishing adhesive, ass cleanout plug: stainless steel 2 - PRODUCTS The corer and jacket choir have u flame spread of 25 or less and o smoke development of 50 or less Intl be department hdrdwore; two way threaded dust cap Intl Chain of some material and f{Wish, 3/4 inch cover including screws. 2.1 PROPELLER FAN NATURAL GAS UNIT HEATER so rated b UI- I automatic drip connected to drain; marked "Sprinkler Fire Deportment Connection." Coord;rlte location I B. noshing Flanges: Cost iron watertight stack or wall sleeve with membrane flashinrim A. Genor I Units r Y per ASTM E84 MoKimum K factor of 0 23 at 75F mean temperature. Covered fittings with f with AHJ clamp and sleeve! length as required, 9 9 Provide underdeCk a see completely factory assembled, piped, wired Intl test fired Ail units era ACA certified Intl premolded fiberglass wrap and a jacket as described above Fitting packet Cover with premaded PVC fitting I conform with the latest ANSI Standards for safe and efficient performance. Units ore provided with two-point covers, Certointeed 500E Snop-On, 50OF with Snap Form Fittings, Knout, or Schuller. 2• Waterflow Detector: Vons-type with SPOT switches and adjustable time delay (0 to 75 seconds) PART 3 - EXECUTION suspension, hangers. D Grinnell VSR-F; Viking VSR-F, Potter VSR-SF, or equal, 1 B. Coling: 2 2 TYPE 6, FIBERGLASS EQUIPMENT INSULATION 3. Tamper Switches Provide to mount on applicable valve OS&Y 3.1 vERIFICAnON OF CONDITIONS 1 Casing! ore die-formed, 20 gauge galvanized steel Intl finished in baked enamel. T ( gate, butterfly, or PIV), with SPOT ' A. Fixtures: E+amine roughing--,n work of storm piping systems to verify actual locations of piping connections el he bottom Panel is y A. Federal Specification HH-1-558. Form B. Type I, Gala 6. Certointeed, Knout, -r switch(os) to match requirements of fire alarm system easily, removed to provide service access to the burners, pilot ona orifices. , Schuller. 4. Bockflow Prevention Device: I prior to installing roof drains Correct any incorrect locations of piping and other unsatisfactory conditions for 2. All unit heaters are provided with independently adjustable horizontal louvers with st PART 3 - EXECUTION o. Two check valves in series with OS&Y gate valves at each end. Provide detector if required by loco) installation of plumL ing fixtures closure ops to prevent total 3.1 INSTALLATION utility. Entire assembly must be UL listed a FM approved for fire protection gervic� os a unit for hie L. Heat ExchOn Exchanger A• Instcll isiquiatfar sr Clean, dr protection service. Manufacturer: Wilkins, Horsey, Viking or equal, 3.2 INSTALLATION 9 Y surfaces with adjoining sections firmly butted together Intl covering all 1 Standard hoof exchanger construction consists of I A. Drain Piping: Install piping pitched to drain ct minimum I 9 seam welded 20 gouge aluminized steel to n 9 9 b Utility Vault. Precast concrete underground sizeu to enclose the bockflow prevention, device and cope of I/4 inch per toot aluminized 4 9 bee a c t8 surfaces. Fill ,c o,• and holes Seal row edges. Install insulation in a manner such that the insulation m0 be I D (2 percent). Where this gauge o u ized steel headers Y the lire deportment connection check valve, with adequate clearance around these items to allow slope is impractical, slope of 1/4 inch per toot for pipes below 3 inch Size n split, removed, Inial reinstalled with vapor Donner tope on strainer Cops Intl unions. DO not install ins dationenance. /or piping 3 inch Intl larger, a d i/13 inch per bot (1 percent 2. The heat exchanger, burner and droll hoed assembly carry n R a with the approval of the local Code Authority and the n ) b y co y o on-prorated warranty r be free of until the pip ng he$ been look tested and has passed such tests. Do not insulate chiller manholes, equI Inert + Prorvde sump pumpor u drain dna n in the wait bottom, suitable for insertion o/ o sump pump. Y e E +neer defective materiel Intl workmanship for B. Drainage Piping Products: Cleorouts. Install in above ground piprn and bufldin r g P o a period of 10 years from dote of manufacture, excluding loss manufacturer's nom•pldtes, hdndholes, oral ASME stomps Provide beveled edge at such insulation D P gravity o d d drain piping to depraved discharge locations required by g g d drain piping as indicated and due to misuse, negligence, or Corrosion by chemicals precipitated in the air. Local Code Officials. Provide all electrical penetrations watertight Provide Oil Piping as required by Code Install floor and wall cleanout covers for concealed piping, select type to match adjacent D. Burnes Burners are die-formed, corrosion resistant aluminized steel, with stain) I Interruptions Repair wattle or tears. p' g canis penetrations building finish els steel port protectors. Port I by rubber links which seal raterfight by tightening compression bolts, or equivalent watertight protectors prevent scale or foreign mutter from obstructing the burner ports Burners ore individual) 3.2 FIBERGLASS INSULATION premanubctured pipe penetration system Provide extension as required for proper depth, and C Roof Drains removable for Bose of inspection and servicing. Each burner is provided with an +n i Y round access monway access with cover, and ladder. ' i• Coordinate metal flushing ware. with work of roofing, waterproofing, and oil oinin Substro work d wdu011y adjustable A. Lop seal insulation with waterproof adhesive. Do not use staples Or other methods of attachment which would 1 9 to wo manually rotated err shutter adjustment S. Low Pressure Alarm Switch: Coordinate electrical requirements with fire alarm system. Grinnell PS40-1, 2. Coordinate with roofing as necessary to interface roof drains With roofing work. E. Fans -- Propeller Fan Unit Heaters: Fon blades are constructed of aluminum with an aerod mi r penetratethe vapor barrier Apply fitting covers with seated tacks oral vapor barrier tope. � Yking A-t 3. Install drains of low points of surface areas to be drained. fora ore d omic011 balanced for yne c contour. All 3.3 SURFACES TO BE INSULATED D. Domestic Water Distribution Piping; Y^ Y quiet, efficient operation. Rubber-in-shear isolators provide isolation between 6. Automatic Ball Drip Valve; Grinnell F789, a equal. + D q: the fon motorcombination 1. Water Service Piping Provide sleeve in foundation wall for water service entry, make anti watertight / Intl the unit hooter housing Insulation Insulotion 7• Sectional Control Test/Droin Unit. ASTM A53 pipe, with inspector's test vole, sectional drain valve, y F, Motors - Propeller Fan Unit Heaters: All motors Ore totally enclosed with built-in thermal overload Item to be Insulated Provide shutoff valve at water service entry o ave odd protection. System Typa Pipe Size Thickness sectional isoict,on valve with tamper switch, restriction union with corrosion resistant orifice equal to I y outside building Test tee with volve G Controls: A factory-installed junction box is provided for all power connections. Units are provided with o 24- sprinkler Orifice, light flow Connection, end waterflow detector. Grinnell F360/361/362, or equal. 2. Volvos: volt combination single stage automatic gas valve, including main operating valve and pilot safety shutoff, } Potable cold water 8. Inspector's Test Connection: G/J Sure-Test. ( a. Sectional Valves: As shown on Drawings. pressure regulator, manual main and pilot shutoff vole, and adjustable pilot valve, Cos valve i all 1/2" 9. Pressure Switch. Coordinate electrical requirements with fire alarm system. Potter PS10, Viking A-1, I b. Drain Valves: Install on each Plumbing equipment item located to completely drain equipment for p assure of 0 5 si 14 inch W.C. on natural s suitatil r. �+ 2. Horizontal rain conductors, 1 all 1/2' I qia maximum inlet r service or repair Install at base of each riser and elsewhere where required to completely ely drain D ( ) gas Provided 24-volt Control transformer, high above grade Reliable J54limit, Intl fon time delay relay. Fon time delay relay delays the fon start until the heat exchanger reaches o k 3 Roof drain underbodies Ys predetermined temperature It ols allows 6 N/A }' i pipings em. °'4 2.3 SPRINKLER HEADS 3. Stenliznt�on Provide P o o s the fan to operate after burner shutdown, removing residual heat per UPC and local and State Codes. from the hent exchanger Provide intermittent pilot ignition. Provide transformer Os required to match unit r, A General , E Seismic Restraint Provide custom engineered and fabricoted components voltage with that shown on Mechanical Schedule. P per UBC Chapter 23, which hove 9 "; SECTION 15330 FIRE PROTECTION SPRINKLER SYSTEMS 1 Finished Areas Gloss-bulb, recessed pendent with chrome plated finish, with white pointed escutcheon, been sealed by a structural Professional Engineer, licensed in the stole it which the work will be done. Submit H• Thermostats: Provide wall mounted el ri ub t ect c/electronic 7-doy programmable thermostats with locking cover. # 11 PART I - GENERAL 2. Non-Finished Areas Gloss-bulb with brass finish. Shop Drawings and calculations for review. Honeywell or approved. ". 3. Dry Pendant: Recessed, solder or gloss bulb, chrome finish with chrome escutcheon. I I Manufacturer: Modine, Reznor, Hastings, Trane or approved. t}� 1.1 WORK INCLUDED 5. ESFR and ELn FM approved 3.3 FIELD QUALITY CONTROL k`: A. Provide the following. A. Inspection: PORT 3 - EXECUTION 1. Wet-pipe sprinkler system. 2.5 VALVES I 1. Test fixtures to demonstrate compliance with requirements. Correct malfunctioning units of site, then 3 I EXAMINATION 2. Dry-pipe sprinkler system in areas subject to freezing A General retest to demonstrate compliance; otherwise, remove and replacs .with new units and proceed with A. Examine oleos and conditions under which hooting units are to in .11 I 1. OS&Y Gate ' 2 3. Private lira service main, including connection t� existing utility, Intl piping to the inlet connection inside I retesting. unsatisfactory g be stalled. Do not proceed with work until � • � Ct conditions i n y al t o s ht.ve been corrected r the building. Provide required valves, backflow preventer, voults, and appurtenances. /2 Inches Intl Lor er: Nibco F-607-p• or equal. I 2. Inspect each installed unit for dOmOge to /Irish. if feasible, restore and match finish to origin o i a 2-1 9 q B. Provide tam g t s ter 3.2 INSTALLATION /Z „4".0.", per, Aow, Ond pressure switches Coo•dinote location and type of romper, flow, and pressure � b 2 Inches and Smaller: Nibco T-104, or equal, otherwise. remove fixture and replace with new unit. Feasibility and match to be judged b En in„sr. 4-*„ switches with the Fire Alarm System. 2. NRS Gote Non-rising stem with post rndiCator. Nibco M/F-ti09 with NIPIA for yard use or Nibco NIP2 Pemove cracked or dented units and replace with new units g y g A. General: Install unit in s Occordonco with manufacturer's instolldtion instructions, plumb and level, Intl firmly 2V '` C. Provide all costs for electrical connections and wiring as required for a complete and operable system. I for wall ust B. Testing: Per Section 15060, anchored if, locations indicated Maintain manufacturer's recommended F dad Intl Code-required clearances. _ 4 ...:+ Coordinate with Electrical and Eve Alarm systema. j 3. Swing Check: Iron body, rubber and bronze faced checks Nibco F-908-W/B, Or equal. B. Support As detailed on Drawings. t. { 0. Refer td Mechonicol sheets for Additional information relating to the Fire Sprinkler System. 4. Wafer Check: :.on body, rubber scot, spring actuated. Nibco W-900-W, or squat 3 4 ADJUSTING AND CLEANING C. Start U Start u in P p accordance with manufacturer's instructions. Test controls and demonstrate compliance A E. Provide Alternate M-1. Provide as Alternate cost to Protect tB lost high rock storage of Gloss A plastics using 5. Butterfly Volvos Ductile iron body, Nibco WU3510-4 or equal A. Piping: Per Section 15060. with requirements. Replace damaged or malfunctioning controls and equipment. s ESFR Ond ELO sprinklers. ,, . 2.6 SYSTEM ALARM VALVES 3.5 SCHEDl1LES 3.3 TRAINING OF OWNER'S PE2SONNEL R,. - 12 QUALITY ASSURANCE A. Wet Pipe Alarm Check Volvo Provide with all trim as recommended by the manufacturer for variable pressure ", 411111111111111 A. Piping Schedule: A. Provide services of manufacturer's technical representative Pipe Service Location for 1 hour to instruct Owner's personnel in � r�, A. Qualifications. Company spec,dlizing +n sprinkler systems of similor type and scope with three years equals including retarding chamber, pressure gouges, main drain, integral alarm test. Reliable Model E. Or Material operation and maintenance. Schedule training with Owner, provide at least 7-day notice to Contractor and Potable cold water Above Ground Engineer 1, euperience Copper, L g ear of training date B. Dry Pipe Volvo: Differential type. Provide with all trim as recommended by the manufacturer for variable Potable cold water Below ground Copper: K 11 1! 8. Regulatory Requirements: preosure service, including air maintenance device, electric low pressure alarm switch, Soil and waste drainage Below ground LISP No hub or service weight 3,4 TESTING AND BALANCING . }' �. 1. Codes: Provide system per the requirements of the following, except ds specifically modified herrn. main drain, oral ressure priming valves oral test, 9 t I Z p gouges. Provide accelerator when system volume exceeds 5UO gallons. Provide air Roof storm drains Above ground CISP: No hub or service weight. A. Measure temperature rise across each unit heater Carr n / I ? 9 Published act any sults that do not allow the unit to perform oa Apply edition as enforced by AHJ unless otherwise stated. Comply with State amendments. compressor, sized per sprinkler dry pipe wive manufacturer's recommendations to fill system and to maintain Roof storm drains Below ground z C S Service weight or no hub G sed by the manufacturer. Set discharge louvers for maximum throw. Set thermostats It 50F. ;'; o. Uniform 9uildrng Code Intl UBC Standard Na. 38-i, Instartation of Sprinkler Systems. system pressure as required per Code. Manufacturer: Reliable Model D Dry Pipe Valve, or equal. b. NFPA 13, (1991 Edition) Standard for the Installation of Sprinkler Systems C C. Uniform Fire Code and UFC, Appendix III-C, "Testing Automatic Sprinkler and Standpipe Systems 2.7 HOSE STATION SECTION 15890 - DUCTWORK y d. NEPA 24, Standard for the Installation of Private Fire Service Morns and Their Appurtenances. A Vertical brsokowo SECTION 15486 - NATURAL GAS SYSTEMS e. Uniform Fire Code Standard No. Bi-I, High-Piled General Storage of Combustibles in Buildings. Y Pea type, Sierra tic. r or equal. PART 1 - GENERAL ` f. NEPA 231, Standard for General Storage. g B. Hage: 1 1/2 inch iliometer, synthetic, rubber lined, IOQ bot length 1.1 WORK INCLUDED C. .Nozzle: P!ostic combination fog to straight stream with shutoff. PART 1 - GENERAL 3 '/z Uniform fire Code Standard No 81-2, High-Piled Rock Storage of Combustibles in Buildings A. Materials, installation and testing o/ HVAC ductwork and accessories, including h. NFPA 231C, Standard for Roc the following:Rock Storage of Moteriols PART 3 - EXECUTION 1.1 SUMARY Appliance venting g t ,I_ i Factory Mutual Logs Praventwr+ Data Sheet 2-8N, "Installation el Sprinkler System`. 3.1 INSTALLATION A. Work Includedd. Materiels, installation, and testing of piping, valves, and appurtenonces for natural as2. " , j. Factory Mutual loss Preventi.,n Data Sheet 2-2, "Early SupAression - Fast Response Sprinklers' A. Coordinate the work of this Section with other trades. Provide adequate space for installation, systems. 9 1.2 QUALITY ASSURANCE k Factory Mutunl Loss Prevention v rte Sheet 8-9, "Storage of Commodities" B. General, A. Provide duct systems per Uniform Mechanical Code, chapter 10, and oil referenced standards. I. Listed Component!. Provide com4onents UL listed Intl FM approved, except as modified �arein I Provide post indicator on buried shutoff valves 1.2 SUBMITTALS B. Hove available at the project field office o copy of the referenced standards. 2. Definitions. 2, Provide lilted backflow assemblyat sprinkler 9 A. Product Dote Submit manufacturer's technical product data and installation instruction for n a, Code Where this Specification re'ers to `Code t show! Ind+tate any or Ili of the above listed Codes P ys!em water source connection. Coordinate with local s o natural gag 1,3 SUBMITTALS as applicable to that reference utility, con`orm to their installation requirements. systems materials and products 3. Fire De tment Connection: Locate with suf'rcient clearance from walls, obstructions, or adjacent A. Submit manufacturer's catalog data on vont piping, factory-fabricated devices, and factory-fdbricoted duct and D. AHJ Authority Having Jurisdiction indicates all reviewingp,, 1.3 QUALITY ASSURANCE fittings. author{ties, including the tocol Fire Siamese connectors to allow full swing of fire deportment wrench handle. `' Marshal, the Owner's Insurance Underwriters, Owner's Representotive, and any other reviewing 4 install pipe runs to minimize obstruction to other work A. Manufacturer's Qualifications Firms regularly engaged in manufacture of natural gas system products, Of entity whose approval is r PART 2 - PRODUCTS D required to obtain systems acceptance. 5. Install piping in concealed spaces above finished ceilings. types, materials, and sizes required, whose products have beon in satisfactory use in similor service for not 2.1 GAS FLUES :.3 SUBMITTALS 6. Center heats in the middle of suspended ceiling tile. less then 5 years. A. Type "B" factory-fabricated, UL listed, double-wolf flue, with aluminum inner wall. 7. Apply strippable tope Or Doper cover to ensure concealed sprinkler head cover plates do not receive field B. NEPA Comphonce: Fabricate Intl install natural Bos systems in occordonce with NEPA 54, and 1/4 inch e o galvanized steel outer wall A. Submit the following for review Include in Operations Ac Maintenance Monuoi, / c minimum air space between. Provide all accessories and components necessary f I. Hydraulic calculations, detailed pipe layout, hangers and supports, components Intl accessories to tat Pant finish. Remove upon completion of pointing C. Utility Compliance: Fabricate and install natural os s tem; in accordance with fecal Os i•tilit m installation. in y ora Complete g g y company. Including but not limited to twist-lock connectors, toil none flashing, storm coildr, and round 8. Provide seismic restraints per Code As a minimum, provide o 4-way earthquake bracing at the riser and D. UMC Compliance: Fabricate Intl install natural gas systems in accordance with Uniform Mechanical bird roof w h F !"'' Engineer. Shop Drawings, product data, and hydraulic calculations to the Fire Marshal and the Owner's Code.' p / eat erproof tap. MetOlbastos, Amerivent, Industrial Chimney, or equal. �r Ot each change of direction of the main, and 2-way bracing at 40 feet on center along the main. .u` ` insurance underwriter, for approval prior to submittal to Engineer, provide proof of approval to Engineer, PART 2 - PRODUCTS PART 3 - EXECUTION , .r 9. Risers: Provide two inches of clearance del around the fire main through the foundation wall and floor. I 1 with all submittals. Pock annular space with mineral wool and silicone sealant. Provide bell and spigot rodded pipe 2.1 PIPES AND PIPE FITTINGS 3.1 GAS FLUES 2. Project Record Documents indicating record conditions (one doper sepia, two prints) assemblies for the connection between the undefrground fire main, Intl the riser, including the fast A. General: Refer to Section 15060 for specific pipe requirements 9 4 A. Install in accordance with the manufdcturcr's recommendations and State and local r 3. Test Reports: Underground and above ground piping hydrostatic test, wafer supply flow test, B. Pipe Size 2 Inch and Smaller. Steel, Schedule 4q, threaded fittings, d Codes. Verify proper horizontal connection. Inial n!. vertical Connections to the first Connection on the riser. Coot rods for y p.op Code-required acceptance eats. Manufacturer's operation and maintenance data, include written 9 operation Correct and reverify until operating as specified. Terminate vent caps o minimum of flue feet from mainter'ance data on components of system, servicing requirements, and Record Drawings. corrosion resistance, t use stainless act parapet *0119. Ind two feet above roof. 10 Flush entire piping system of foreign matter. 2.2 SHUTOFF AND ISOLATION VALVES 1 4 DELIVERY, HANDLING P.ND STORAGE 11 Route woter supply flow test connections to a locction which can accept the now under widis-epren flow A. Provide one es the following valves, UL listed for use as 0 gas shutoff valve. and pressure for a sufficient time to assure o proper test, and which will not couse damage, including to i Ball Valves: 400 PSI WOG minimum, two piece, bronze body, bronze trim Watts 8-6000-UL, or equal. EtJD OF MECHANICAL SPECIFICATIONS A. Provide temporary inlet Intl outlet cops. Nainlofn cops in place until installation landscaping 2. Butterfly Valves 175 PSI UL working pressure, bronze body, stainless steel disc and stem, Viton disc 1.5 EXTRA STOCK 12 Coordinate locet+on and electricol requirements of air compressor with General end Electrical Contractors. seat. Milwaukee Butterball BB2-100, or equal. 4. Sheet MP-3: 13 Provide dry pendant sprinkler heads on I Ally 21, 1995 A. Provide extra sprinkler heads per Ci:de, provide suitable wrenches for each hood type, and metal storage pendant drops from dry piping. ` 2.3 PRESSURE REGULATING VALVES peeve revise v fellows: -Paco 3 . I 0 - cabinet in location designated. 3.3 SYSTEM TESTS i A. General: dingle stage, steel jacketed, corrosion-resistant, with atmospheric vent, elevation compensokor. ��l ADDJIMl M R) A. Test entire system I threaded einds for 2 inch and smaller. flanged ends for 2-1/2 inch and larger; for inlet and outlet gas pressures, SCROLLS 1�131N1Ris Cl PCM I 6 SYSTEM DESCRIPTION ys per Code and AHJ. Provide, Oests s and pay for all testing required by Cods or AHJ in specific gravity: and volume flow required. Approved f,x installation indoors with no external vent. PORTL.AIYD,OR19GOp A. General: order to obtain complete and final acceptance. Teats shall be witnessed by AHJ and Engineer. Notify AHJ 1. Provide coverage for the entire budding. and Engineer two weeks prior to test, PRAT I •GENERAL PART 3 - EXECUTION 1. 8eedon 15330- Fina Praection Sprinkler SytrMm I 2. Design Parameters: 3.4 FIELD SERVICES 3.1 INSTALLATION I I.1 SYSTEM DB$C7uP770N a• Building Area: Office. A. Instruct the Owner in the operation of the sprinklers tem, including i7loin valva A. Sealonts: Chemically resistant to natural gas. ptVrids a C! Occupancy Classification t qht Ys g position (open or closed) sy �,value aleattrWaboaoWe recognition, system drainage, system testing, dry pipe valve reset and the relation to the fire alarm system. B. Ground gas piping electrically, and bond tightly to grounding connection. a Ardole I.6,Par. A.,Iteto 2.e.: Revise to rsn� corttrWs for the unit beaters Density- 0 10 CPM per square foot over n IS00 square foot hydraulically most rrmc+te design area C. Install drip legs in gas piping where indicated, at botti,m of pipe risers, and where required by Code or 8• WWatr Shalt bo v r•gtrirrid for s per NEPA 1 3 regulation, "P Mtwnaae M-1: ESFR 9prtnklers: ayetereu,paw Sores Area per Sprinkler. 224 square feet inaximiim SECTION 15420 - PLUMBING SYSTEMS D. Install .i in with 1 64 inch �App: �R control NMlpgd ' Inside Hose Allowance 0 GPM1. F p 9 / per foot (1/8 percent) downward slope in direction of flow Install piping porollel Bleeaiw Cedv, Provide aseeomy r�1� . 1 +{ to other piping. Double-row, rah�' 41*NW craw' �r�� "p�and �te� Imams, f Outside Hose Allowance: 100 GF'M. PART I - GENERAL ( E. For piping running through concrete or asphalt walls or floor slobs, install through pipe sleeves per Section b. Building Area- Warehouse 15140 P hdtmmtpaoded Utoup A seal B pleMlosw4lba sod oaeYrvl easier boat nasaeat Panel. 1.1 SUMMARY l gIt of iii fast,no solid rack abatvv,i tilos + 286Fveil Occupancy level Double-row ruck storoce of CIoa9 IV Commodity, unencapsulated, with A Werk Included aialw sad rID is-rack sprinklers. PART 2• PRODUCTS d 7.86E ceiling level sprinklers, storage height of 16-1/2 feat, no solid shelves, 8 foot orales Intl no 1 3.2 INSTALLATION OF VALVES in-rock sprinklers. Underground building drain piping including mains, branches, trope, connections to fixtures and drains, Detutiry: BSER Sprinklers- Mitnimutos of 30 PSIQ 2•I THERMOSTATS and connections from stocks, terminating at connection t0 sanitary sewers 5 feet outside foundation wall. A' Shutoff and Isolation Valvas: Provide for each gas-fired equipment item: Intl on risers Intl branches where st AYdr&JIkallY Mau remote 12 sprioidue fkWng A. Pr PTAMabire t.Meninnatstr Density 2.33 GPM per, square foot over 0 2000 square foot hydraulically most rwmote design area 2 Conductor piping from roof drains Intl deck drains to !form building drdln, rndicoted. per NEPA 231C, 6.11(d)10 E and a feet 2 3 Storm bufldin drain i in from conductor B. Pressure-RegWoting Volvos: Install medium to low ( tow Winhlers on three brattOh linea Proyidad wiW the unit healers Area per Sprinkler: 100 square feet maximum 9 P D 9 piping and Oreo drains to storm sewers S feet outside inner pressure regulating valve at each gos-fired appliance Alp per Sprinkler, 100 tgwre heat natrdtantnt ' i, >, , indicated, comply with utility. Install shutoff valve upstream of each pressure regulating valve. ►, Inside Huse Allowance: tOC GPM tote of foundation wall, g g inside Hors A11ot+sm: 100 GpM PART 3-EXECUTION Outside Huse Allowance: 4ES GF'M 4. Domestic cold water piping, 3.3 EQUIPMENT CONNECTIONS Owafde Hwa Allowance: 130 GPM 3.1 sEQUM4M OF OPERATION C Alternates M-1 and M-? ESFR and ELO Sprinklers 5. Plumbing fixtures: Roof drains i A. General: Connect as piping to each b. Article 1.6, Pet. A., item 2.d:odd the following A, Unit Hems UN-1 drragh UH-t: Building Area Warehouse 9 P P 9 gas-fired equipment item, with drip leg Intl shutoff Comply with Udo 10 eP�M!Foot 1.2 SUBMITTALS equipment manufacturer's instructions. "d Alterurire M-2: RLL Sprinkler!: prodnnunabl•th rrfnaplr, Sq Occupancy Cllasiflcation. Double-row rock storage of cortonexf expanded and unerpdnded Group A Product Delo: Submit manufacturer's data for systems materials and products. 8 At'at, � A and B plastics with storage height of 18 feet, no solid rack shelves, 9 foot aisles rind no in--rock B. Fixtures: 3.4 FIELD QUALITY CONTROL r trllditg rtrettOUae 1llerrgollfafa w Sop, sprinklers. Density- A. Piping Tests: Inspect, test Intl 1. Product Ooto Submit manufacturer's technical product data, including rated capacities of selected purge natural gas systems in accordance with NEPA 54, and local utility OMY Ca tion, Douisle-row,rank Massa of END OF SBC770N" 286E ELO ­ hydraulically standard sprinklers - F ct GPM per square toot over o 1000 squnrr, foot model clearly indicated,'furnished specialties and accessories, and installation instructions. requirements. *anconad ezPendsd And ttatUPOdOd Orotrp A end B most remote area per Factory Mutual Data Sheet 8-9 plataia with no ht-ra0lt aprirthlart 2 Shop Drawings Submit manufacturer's assembly-type Shop Drawings indicating dimensions, roughing-in ; ESFR Sprinklers - Minimum of 50 PSIG at hydraulically most rernote 12 sprinkfer-1 flowing four3.5 ADJUSTING AND CLEANING I p«yllty;2t6p 6LOaprinklars,011A GPM sprinklers on three branch lines. '� raqufrementa, required clearances. Intl methods of assembly Of components Intl anchorages. A. Adjusting: Adjust gas pressurr� regulator to correct outlet - Per posit foot owl MMA square foot h drr60 G Area g pressures. Coordinate with equipment for pressure Y Y per Sprinkler: 100 square feet maximum 1 3 QUALITY ASSURANCE requirements. j MOet tstttote area Pff Factory Milftel DNA sbow`-y d. \\ i, 11 Inside Hose Allowance: 100 CPM A Regulatory Requirements Comply with Uniform Plumbing Code pertaining to plumbing materials, construction Ana Par 3prittkler l00 ptstt•Awl ntwclmutn. �, '? Outside Hose Allowance: 150 GPM for ESFR and 400 for ELO\stun _rd sprinklers, and in,,stdllation If products. Comply with local and State regulations. Inside Bose Allowenas- 100 GPM .(. ) ,: , .-, Onnlds Hon Allowtueoe:400 QPM' ��J f. 2. Section 13S�SD-Coatrob (- a Odd the fotlowhy wills n in its aasdt•ty: "SKMON 13950•CONTROLS f,..>��. 1 8-U-9S C.•-aNIF(t.4 t, C�kM1IF1 CAr'TIONS "°" , -- VAN DOMELEN / LOOIJENGA �J' C�0 L_. L & E3l,.1 J I V E %5 CENTER H�r�[� DATE I - -- - _. I f'f�t1..!i r i i11; , L . . . 1;N11 ll r r rid �; i i , l ___ - - McIGARRiGLE / KNAUF Sly NIM1'lls8 CR1YE \S`���� Fgnrrff�0 17_•1 NT .► y4,3� b ,� r::`� yi , SCAU. �, �tSt6 ST i al.r Q'Md".,.a,+ bran 7117'9 tSt7'tCrr lie tiu,l 1�iLb'M1.rr. '!!r.'� �/t`��OK /� _,,/y �' }'Stir :A � r � �� „ NQ'n INfFN'Af,F IN(INffNrN( IIP INl(N;AU fHGIINiNINr lift, _ _' /�■ JNow Cantullra fn ,r;rert _- -_ r .. -In Q Q) 9 4 l'thluIIInq(nq,nterl _._� �.n TM �� C r. R}tp L!3_.!?!-41? UAr,Ii.n ItCrr _ - r .;' I ,ilmbus Avenue:10565 l DA 1f Nr. ✓ISiUN:, 5933 S.W. 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'' 5.y .'� _."{. _tl- r} f"' // .r I _ .. 'LANT LIST y - k r �g PLANTING DETAILS OUTLINE SPECIFICATION - PLANTING AM SEEDING-------------------------------------------- GENERAL: -__-_ -- ---__GENERAL: All plants shall conform to all applicable standards of the laces[ edition of the °American Standard FERTILIZER: For trees dnd shrubs use commercial Mix Inorganic 5-4-3 with micro- I for Nursery Stock", A.N.S 1.260.1. nutrients and 50% slow releasing nitrogen. For lawn and bio-swale areas use 1 j Nurserystockshot( behealth Commercial Mix (22-16-8) with micro-nutrients and SOt slow I{ _GRUUhiu�OV�-R ----LHA,n�LOLK TRSE.T1f-S Y, well branched and rooted, tornrd true to variety and specie, full foliaged, tree releasing nitrogen. � ! --- - - of disease, injury, defects, insects, weeds, and,weed roots. lrers shall have straight trunks, symmetrical yt 238 AUU ARCTOSTAPHYLOS UVA-URSi"MASS" I gal, 3' 0 C 1 tips, and have an intact single leader. PLANTING+ P1 the plant on a layer of compacted planting mix at the canter of _ _ (MaSSBChUSCttS KInICkInICk) _ _ _ sws(llulloNs: only as approved by the Landscape Archie ct. the planting hole. Plant trees and shrubs upright and face for. best appearance. ~� Remove containers or ties and burlap from the top of B6B plants. Check roots and 11 MN ?`1AHONIA NERVOSA(Lon leaf 1`lahonla I al 3' o c _ � ! +' !' A •� �� g GUARANTEE AND REPLACEMENT: All lant,material shall be ------�-- _ -- �� `v p greranteed from final acceptance for ons lull snowing cut clean any frayed or broken roots. Stagger plants in rower Backfill planting 107 NDN NANDFNA DOMESTiCA"MAMA" 1 881 O.C. I� ,_�- --lic2 l7, Fr• STAKES season or one year, whichever is longer. During this period any plant material that is not in good condition hole with soil mix while working each layer to eliminate voids. It grid producing new growth (except that material damaged by swere weather conditions, due to Owner's negligence, _ (Dwarf Heavenly Bamboo) _ MULCH 2 1/2" MIN or lost due to vandal irm) shall be replaced by the Contranor. _ - - When approximately t rax' Lmat 2 3 full w ter. hl then allow to to soak w P1 els / d thoroughly, water away. TOPSOIL AND FINAL GRADES: Landscape contractor is to supply end lace 12" of to soil in planting beds and 6" Place remaining backfill and dish surf•-e around plant to hold water. Final IL 39 CDC COTONF.AS'TER DAlV1M. "Coral Beauty" 1 Jeal_ 4 O.C. - l - -ROOT GROWi AT TOP OF MOUND 6" ABOVE Pe pp Y p p p 130 RC RUBUSCAL.YCINOiDES 1 al 3 o.0In lawn areas it topsoil on site is not conducive to pe p g grade should keep root ball alightly 8b. 3 surrounding grade, not to exceed 1 .1 • ' (EmeraldCarpet) g — BERM SURROUNDING--/a..FI or- General Landscaping proper lent growth, unless otherwise notified by the inch. Wat!r again ,until no more water is absorbed. Initial watering by � (Y ry �. Nt14LOrrK CARK MI.IGGH. irrigation system is not allowed. f I 32 SRH SARCOCOCCA HOOKERANA HUMILIS _ I gal. 2 of I �, P R include finished grades and even distribution of topsoil to me , planting requirements. t , it P1iN --FINISH GRADE Grades and slopes shall be as indicated. Planting bed grades shall be approximately 3 1/2 inches below adjacent STARIIIG OF TREES: Stake or guy all trees. Stakes shall be 2" X 2" t om.) 1. 176 VMB ViNCA MINOR"BOA/1.E5' 4"pal 18"O.0 ----PLANTING 5611. AND walks, pav'^n. (L,iahed grodelines, etc., to allow for bark application. Finish grading shall remove all quality tree stakes with point. They shall be of Douglas Fir, clear and bt,lvdy, I i r I- depression: or low areas to provide positive drainage throughout the area. Finished sod town grade shall meet stained earth-torte green. Tree ties shall be "Gro-Strait" TreA Ties or approved -- Dwarf Blue Periwinkle) r�1N — _L Il FERTILIZER A`�'�FPFII°ILn grade at sniarent walks, paving, etc. g g equal. Guy wires shall be a minimum 2 strand twisted 12 ga. wire, and 2-ply _ 1 I � SHRl1BS - v" MIN 't- a EXISTING SUBGRAOE garden hose section. 'i�-- wt with Round- Prior to sort preparation, sll areas showing any instructions,weed or grass growth shall fx treated 1 1 with Round-up in strict accordance with Me manufacturer's instructions. p - 60 AEG ABELIA(iRANDFLORA"Edward Goucher" tz-� , /Edward Goucher Abelia MULCHING OF PLANTINGS, Mulch plantingareas with approved medium rind bark P 9 II - 1• ) C/ SOIL PREPARATION: Work all areas by rototilling to a minirmm depth of 8'inches. Remove all stones (over 11, mulch to a depth of 2 inches in ground Cover areae and 3 inches in shrub beds. t Ill BCP BERBERIS THUNBERGII "CRIMSON PYGMY" 1 al _2 O.C. /�!' I size), sticks, mortar, large clumps of vegetation, roots, debris, or extraneous matter turned up in working. to BRG BERBERIS THUNBERGII"ROSE GLOW' �T$gal 4' U.C. DECIDUOUS Soil shall be of a homogeneous fine texture. Level, smooth and lightly compact area to plus or minus .10 of LAWN AND HIOSWALE AREAS: After areas have been prepared as described under soil I I V TREE PLANTING, DETAIL required grades. preparation, float or drag lawn areae to required grades, and innure a smooth, x Rose Glow Barbera I y) firm and moveable lawn area. Apply commercial fertilizer at 4.5 lbs. per 1,000 - In groundcover and lawn areas add 2" (two inches) of mushroom compost or Garden Care (or as apporved) and till eq.ft., lime at 50 lbs. per 1,000 sq.ft., and rake or work into soil surface. ,{� 8 BSA BUXUS SF:MPERVIRENS"AUREO-VARIEGATA" 2 gal 3' o.c NO, TO 5CALE in to the top six inches of soil. Establish an even, fine textured seed bed meeting grades, surfaces and texture.' 0- I^ V' t (Variegated Boxwood) NOTIFICATION: The Contractor shall notify the Landscape Architect 48 hours in advance of installation of the CAE CORNUS ALBA"Elegantissinla" 3 gal 5' O.C. ;,tants. Final location shall be approved by the Landscape Architect. SEED General: Bluetag grass seed conforming to applicable State laws. No (Variegated Tartarian Dogwood) noxious weed seeds. Submit Guaranteed analysis. Sow seeds with a mechanical spreader at a uniform rate as specificed below. Rake seed lightly to provide rr, + CS CORNUS STOLGNIFERA (Redtwig Dogwood) 3 gal ^ 5' O.C. PLANTING HOLE: Lay out all plant locations and excavate all soils from planting holes to 2 1/2 times the root cover. 'f ball or root system width. Loosen soil inside bottom of plant hole. Dispose of any '-subsoil" or debris from �, 57 EAC EUONYMUS ALATA"COMPACTA" 5 gal 4' O.c excavation. Check drainage of planting hole with water, and adjust any area showing drainage problems. BIOSWALE SEED: Pro-time 720 Filtration Grass Mixture at 2 lbs. per 1,000 sq.ft. I t (I�warfWinged EUonymus) SOIL NIX. Prepare soil mix to each planting hole by mixing: (as out). by Hnbhs 6 Hopkins/ Portland, OR, or as approved) I 1. o iCC ILEX CRENATA"CONVEXA" 5 gal - 4' o.c 2 parts native topsoil (no subsoil) �. (Convex Leaflapanese Holly) 1 part Mushroom compost or approved equal. FINE SEEDED LAWNS: Seed Mixture: "Champion" - Perennial Ryegrass mix (as supplied by seed Research of Oregon - or approved equal), at 5 lbs. per 1,000 (� - - Thoroughly mix in planting hole end add fertilizers at the following rates: sq.ft. 3 l ICG ILEX CRENATA"GREEN ISLAND" � Tal. 3' o.c Small shrubs . 1/6 tb./ plant _ (Green island Japanese Holly) Shrubs 1/3 to 1/2 lb./ plane ' --'-"" trees - 1/3 to 1 Ib./ plena MAINTENANCE - LAWNS 6 BIOSWALE: The lawn and bioawale areas shall be maintained Q 5 LC LEUCOTIIOE CATESBEI"Rainbow" 2 gal Y O.0 by watering, mowing, reseeding, and weeding for a minimum 60 days after seeding. N _ __ (Drooping Leucothoe) After 30 days apply cominercial fertilizer at 4.5 lb-s. per 1,000 sq. ft. Mow and MULCH - 21R" MIN. keep lawn areas at 1 1/2" tc 2" height, mow and keep bioswale areas at 8-10'•. MA MAHONIA AQUIFOLIUM(Oregon Grape) 30" 3' o.c. FIN15H GRADE Remove clippings and dispose off site. MC MYRICA CALIFOR.NICA Pacific Wax M rtle 5 'al. 5' o c \ ROUGH SEED[ (Native Area) Perennial Ryegrass at 5 lbs. per 1,000 sq. ft. i NUM NANDINA DOMES-FICA"MOYER'S RED" 3U 3' O.C. r, 5t i+ CLEAN-UP: At completion of work all extra material, supplies, equipment, etc., w �' Mo Br's Red Heavenly Bamaboo) � (SSE t�iNFtTip��� p pp � � -_ _ sb"MIN -- PLANTING SOIL AND r shall be removed from the site. All walks, paving, or other surfaces shall be 7� P1. PRUNUS LUSITANICA(Portugal Laural) _ 5 gal. 6' O.C. FERTILIZER /� IC -YTER -wk-LV swept clean, mulch areae shall have debris removed and an soil cleared from /l, ,TW1y�DE.ILv surface. All areas of the y J *� 4 RBB RHODODENDRON"BOW BELLS" 18-21" 4' O.C. `* _ � project shall be clean, orderly and completes. ..w •+ _ (How Bells Rhododendron) EXI5TING SUBGRADE ;'• , ,/,1, sem. D> r>z zxz L. ;s ' 19 RDA RHODODENDRON"DORA AMATEIS" 15-18" 3' G c. 18 RGG RHODODENDRON"GiNNY GEE" 12-15" 3' O c aT t2o°r�F!<R ' (Ginny Gee Rhododendron) SNRU5 PLANTING DETAIL Ae"°`'"�' 1 1 $ CA�NDIINE `� W W 1 16 RN ROSA NUTKANA(Nutkana Rose) 5 gal 5' O.C. rr /' TO Be 6AMM d6 J AT NLPW-N =(( 5 RPJ RHODODENDRON PJM 18-21" 4' o c trE ;y / V 1 S - -"�-- RU RHODODENDRON "UNIQUE" 18-21" 4' o C. e(le�.�i' p1aD)•1 a } 8 -� (Unique Rhododendron) �'Vi OF '� HAL -V Me 2.x — ( tic»t-P�t.t_ .•y;.' CF lkcr A++.L .f 52� RW RHODODENDROI` "WINSOME" 15-18" 3' o.c < (Winsome Rhododendron) - PAc*rp GP Z 0 "! 17 SD SPIRAEA DOUGLASII(Western Spiraca 3 al 5' 0 c U y Q J I ,. 6 SS SAL1X SCOULERIANA(Scowlers Willow) 2 gal 5' 0 c EVERGREEN TREE STAKING DETAIL > U r a 37 VD VIBURNUM DAVIDI}(David Viburnum 2 al 3' ox ,- 23 �'O VACCiNIUM GORTON(Evergreen Hucklberr}') _ 3 gal 3' o.c � ' « 'FREES 3 AC' AC'ER CIRCINATUM(Vine Maple) 8-10' � as shown Min 4 stem I•rr� I 1 26 _ AG AGER GINNALA(Amur Maple) 5 gal 6 AP AGER PALMATUI�1(Green Japanese Maple) I 1/2"cal L • 21 AR ALNUS RUBRA(Red Alder) 2"cal. I F ' 13 BJ BETULA JAQUEMONTI(Jaquemonti Birch) 2"cal ' _ �/� ' �4d '�L= ' "L-<< 7 BP BETULA PAPYRIFERA(Paper Bark Birch) 2"cal. _.4�_.___'"" ~ 5 CO(; CHAMAECYPARIS OBTUSA"GRACILIS" 7-8 ft i t - _ (Slender Hinoki Cypress) C I :N1SR MAGNOLIA X SOULANGiANA "RUSTICA 7-8 ft. a TG=t 64 38 _ RUBRA(Rustica R. Saucer Magno!i�- �•- , PPG PICEA PUNGENS"GLAUCA" 6-8 ft 10' o C. / I Colorado Blue Spruce) , _ l= I�_ N , LA PCR PYRUS CALLERYiANA"RED SPiRE" 2"cal as shown — _ -- --_ G ,- . ' v'�1_ Ti' ` (Red Spire Flowerinf Pear -- -- ) I'1•A(r� CURB I i Ile'.. _ �`�• PSA PRUNUS SERRULATA"AMANAGAWA" 2"cal. as shown 4ntana awa Che _ - - - ' B' �NI�L1r�L�' EXISANC, (' g m) - IL1 JCP T 164.4 I AA _ _'•t ,r�, i ANOSCAr�IN - 7 t'SC PRUNUS SARGENTI"COLLUMNARIS" 2"cal, as shown " � CURB- \ ��� 1� F+-S _ (Collumnar Sargent Cherry) .._l`T T I\ 5 _ QR QUERCUS RUBRA(Red Oak 2"cal. as shown �� ='�-'^f_ y r' _I-� �i )I� �� TH 10 ` _ - TH TSUGA HETEROPHYLLA(Western Hemlock) 10-12' 10' O.c. SS TUB-OUT - 15 _ _ (p•�S 45 TP THUJA PLICATA(Western Red Cedar) 10-12 7' & 10' o.c. 'I ` � �F� .� _ - vU lMaFJ1h�L I I �kl , _C l.! i /.. \ TH-4 - - 1` V[j • Nc) s .. - 2'PCR .`1 �, g..I ., r• i �- I I • AL_1U / ,'� ��E�I�1"INh • 4 �� � p`I,.I iJ I_.IALJ . I, i✓• ,(%- _1.. / 1 TT�"1E� � ,� 1 ontractor shall Meru' quantities listed 2 lant materials shall be irrigated by automatic underground irrigation ��sieni �{t elr-VaK 7 , i FA!', �� 7•p y�'f��' 12'NpJ t 3. EfMI �` � � 1pt11G4'G GoUAC{+•� e;o PIA41 If2f2k�T►or) L-141;5 A.T EXE G-f�rR1- IL-1 KQ IMI : *1L.4 LJ _pJ.IPlijEll.� UL I 'GOcc \ � ,� �W �, eJ ► W. 6xf5f• PINE 'pJJuuL�L�j Lr,'X�P I,o NC1N 1NU/�L C, X 15 k1pIJ IIo hHH (O'1 C(° 2. RV 1 t _ 3Z NUM f ' 17• ICC lluo .�. S' k- ICC 4- too ��►r'Jt'1 I`k� J ,, • Yr _� 1 (r 1VOG) I Cr IGD iJAWQ (,Exi TIrJC� tI' S �% 59'AU I `` - � RI�J /Ho 1.lbN �11R � \�—lo_f�Df`• L4 SID r1 IC! ICC C.B. -^� 1 v RGP'v` I A.(; - } - T.G.-163.41 � Vu IU'SHH VC I I - I RC'�B �1L-C: I 1 I �'t/.- ;- ,t,•� '00i SAIZ C takl I III!,LV TP f I, U , T.G.=1�633 ,z l�)`�/� I I r�NI;N F•l.C1C1R ELEv � 164 � I ! I 75, a f c 1,,v l� I / � X F 16 1`1-11 1100 - SIGN W.V IZ' G �`�'A I I I I 1�,� := .��� V 1 ` PIW VNIr / j - - i v Zrl M}(I l I SW NIMBUS AVE. _, / _ ,, .� c� I y I _ C� I'I e '+ I 5 � i - ` -- . . i'1 • vM�-- }h� I•� �,,' I 3 5� TV I ,T— — • '/ � .hat r1.11j "•� r. °.�.^.Nr!!d/,L/% ,/.� .- _G ...- ;::. i,'IA �. r ,Z' y,�jC^ /' �v� �_ _`�- 4.IZfJ it �l� < '+t -71 - T� i C `-Z'TP _� U ••1 13. 1 rl P �n)SS MH L , I✓ L TRACT 'A" TH-2\ ti_ ' u% 1. L} 2.TPI - 2' LANDSCAPE BUFFER a (.__) ' f 1 I -- - _ --- SGS---- '-�- ------ -_,/ z - T. Q IJ L_ 1-.7 Y A~L - � REFERENCE NORTH f A I "a V 5'I� LANOSC P G PLAN � ;� N L o' I T• _ pl.y.�..!•TIF,J�, 2E-,�(] � oAtr t Z T P PE(zE.l1N I t� (Z'1'E /5.12A5 30 0 11 rn a1 SCALE �IFor No 1 I..= 94735 CPA%1N CHECKED IJ14FT W11 N. • �� V1A1111 PHOT DATI j OTTEN & ASSOCIATES, INC. • LANDac;�r�A��IIITEc-rs 9S '?9`;��437 40 20 I`�nt Offhe Nix 211 s lleaverton,Otegtin 97075• Phone(50))644.5066•Fax(503)641•1L192 � 9*73SL-1 1, 2 11 �Sg "{ Nimbus Avenue,10565 s `, Q fit IP 95 0272,MEC 95 8M �- -•+• / ^I 7 2Rof26 r « , F l OI 1 c / «' S T' °42 �� L t o� �-' 7 �.t� , 0 ..r If this notice appears Clearer 1h:nl the (IOIIIIIICIII, file docunient is of niarghial ylutt;;y, illllll�t�l�l�l t�l�lf lll�If l If l��¢I,I�If l I I�i�I�I�III�!II i�i�III�I�I�I I I�Ill;lllf frl I' I�IIIIiIIf I(I I Illf I�III�III I III�III�I�I�I I If If I�I�If I�IfiI ( l�lf l�!�l�� �I�If I�If if I CDINCH MADE NI CH ° I�II�IIIIIIIIIIhII IIIIfI1111H1il111 1 Im�i(I Ifll Illtfllll Illlfllll l�Illlllllllllhlnlullllnllllllllnl Illlhnlllnlllnllllllllnllllllll111lllnlnnlnnllllllnllllnl Illlflllllllllflllllllllfllll flliltlll ►II�InIINlifih i llfllllll ) i I I