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6960 SW SANDBURG STREET-5 i .;r. r r 90 gp 70 60 50 40 30 20 10 0 3 s�Ruc•ru Rte,. PLYuD _ 6TI5lUCT1URA,L N2TE$ , -J016T --. r��• 2x4 • 2'-0" - 2_16d I. &OIL BEARING PRE68URE - 2000 PW _. A66U1 ED i. GLUE LAMINATED 11EMbER6 - SPECIES D.FIR-LAPICH E.4 J016T 2. UBC SEISMIC ZONE 3 A BEAMM6 Fb . 2400 P61,CAMBER . SPAW400, EXCEPT AS NOTED S. FLOOR LOADS B. COLUMNS Fc ■ AM 1061,Ib ■ 220C Ptd, COM 4 EXP: 6-30-01 - 6TUD WALL A MECHANICAL ROO"i6 - W PW C. USE WAT'EIV"OOF ADHESIVE B. OFFICE AREAE - kW 1"8F D. MANiFACTtl tr PER AN61 AW.I•-1982, CUMRIENT EDITION I C. 6TORAGE ROOMS - 12113 PW 2. M AMINO LUMBER GRADES - 0996 IJWPA GRADING RULES - STRE66 VALUES SHOWN ARE BASE MEMBER VALUES. 2x4 STUDS ,FOIST PARALLEL TO NON HARING WALL J010T PERPENDIGW.AR TO NON DEARINCs WALL 41MANAL (NON baARlrw PARrI7IC1N6) ------------ CONST. GRADE, DFIR .AACH, 6Z>RY,Fb■I~ 6TRIUCTURAL L 1&4T FRAMING --- -----•------NO. 2, O F IR/LARCH, 6DRY, Fb■b15 i. THE C X TRc1CTC R SHALL VERIFY AND CORRfELATE ALL DII'll"I N8 AND ELF-VATION& ON THE 3TRUCTURAL J016T6 1 PLANKS DUAL 6TRUK.TURAL Oft,"U1NG6 WITH EXISTING CONDITIONS AND SHALL NOTIFY THF, ARCHITECT OF ANY (INCLUDE6 2x6 4 2x6 STUDS) ----------•- No. 2, DPI1k/LAP1CH, 6DRY,Fb-615 1 DIGGIREPAUVC:IE6 OR INCONSISTENCIES, PRIOR TO 6TAWTIWi 0ON6TRUCT IC+N. 4x 4 3x MEMbERb --------------------- 14O. I, D FIRA.ARC 44, 6,GRN, Fb-1000 14.1 �''" " ►'-0" T06-GEN3 2. ALL PHASES GF THE 110W SHALL CONIRCAM TO THE STANDARDS OF THE 189* STATE OF OREGON POSTS 1 T IMMIR6 --------------------•• NO I, D F I R&A1RC.H, 6 GiliPl,Fb-1200 "STRUCTURAL bftCIALrY CODE" (056C), AS A MINIMUM STANDARD C* PERFORMANCE. 3. PLYUIOOD SHEATHING ---- NOTE ALL PANELS TO BE OF 5 PLY" CONSTRUCTION (MIN) 3. THE CONTRACTOR SHALL COORDINATE ALL OPENING$, 6LEEVE6, INSERTS, A GRADES - DRAINS, SLOPES, DEPRESSED AREAS, AND RELATED EOWM-V14T WITH ALL OTHER DRAOING6. 1 FLOCIR6 -- 4. )WE 6TRUCTURAI. DMAWW16 AND 6PECIFICATION6 REF'MW.T THE FIN16WED STRUCTURE. THEY DO 4. 3/4', "C-D",GROUP 1, INDEX 48x4, INTERIOR APA IUITH EXTERIOR GLUE NOT INDICATE THE METWr)D OF CONSTRUCTION, UNLESS OT&:ERUJI6E NOTED. THE CONTRACTOR ID. I-V6 16T11!1D-1-FLOOR",GROUP I, SPAN INDEX 48, INTERIOR APA WITH EXTERIOR BLUE OPENINGS >b' - TRIPLE STUD SHALL PROVIDE ALL METHODS AND EQUIPMENT NECE6CART TO PROTECT nE 5TRUCTt1RE,WOIrC'EN B. NAILING• REQUIIIIZI" T6 AND OTHER PERSONS A00 PROPERTY. THE CONTYW-7010 SHALL ENGAGE, At W16 OWN EXPEtM, I. NAIL &IZF -- USE 6d COMMON, 10d C-01"IMON • 1-1/8" (IKOPENINS< 6' - DBL STUD GIUAL-IFIED PER60N6 TO DETERMINE ALL NECE66AIR'f PRECAUTIONARY MEA6UREb AND TO IN&PI<CT 2. 6PACIN3 - SEE DRAWINGS FOR SPECIAL NAILING REQUIREMENTS 2x FLAT ( I SAME AT J0561TE a. PANEL EDGES -------- b" O/C b. INTERIOR LVARNG6 - 10" O/C i tAW/KUKUA TUBAL E!1INEER'90t_CIAL INSPECTION P�IGRAM 4. &HEATWM CONNECTORS SHALL M DRIVEN FLUSH BUT SHALL NOT FRACTURE THE FACE PLY. 16d • 16 HEADER SCHEDULE C. PANEL LAYOUT CoNN ERAL I. LONty DIMENSION OF PANEL TO BE PERPENDICULAR TO FKA4IING. STM OIZE 2. END JOINT6 M ADJACENT RLN6 SHALL ISE ST43GOP ED 4 FEET. I. SPECIAL INSPECTION 16 REQ(IIRED FEF:CHAPTER 11 OF THE 1•W OREGON STRUCTURAL 3. MINIMUM PANEL WIDTH !WALL BE C" 2-I6d HEADER SEE SCHEDULE 6P'� SPECIALTY COVE (066C) 4. EDGE6 OF ALL PANELS LE66 THAN :4" SHALL BAGGED BY 15L0.'2CING (2x4 MIN SIZE). • EA 2x4 WALI. 2xb WALL 2x& WALL 2• THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATE 4. JOIST HANGERS AND FRAJMING COMECTOI to 4'-0 2-2xb 3-2x4 4-2x4 COMPETENCE, TO THE SA1I6FACT10N OF THE BUILDING OFFICIAL,FOR 1146PECTION CIF THE DETAIL& ARE SHOWN WITH 611­1P60N "6TRONG-T1E" C4NECTOR6. NAILING SHALL BE PER ICL'30 PARTIQULAR TYPE Or- CCMSTRIZTICN OR OPERATION MEQUIRING 6PECIAL INSPECTION. RESEARCH RECOMMENVATION6 TO ACHIEVE FULL IC50 APPROVED LOADS. THE MAXIMUM GAP BETWIM SINGLE CRIPPLE • OPErIING LE66 THAN b FT. 4' to b' 2-2x8 3-2xb 4-2x,63.PRIOR TO THE BEGINNING OF t:ONSTTRUCTION, THE AACHITECT(OR ENGINEER)6HALL CALL END OF J016T AND 6UPPORT043 BEAM 6NALL bff !/4". 2 --TWO ST A F'RE-CONSTRUCTION MEETAG WIT14 THE AURC 4"CT, ENGINEER, BUILDING OFFICIAL, U6E_"U" 6EME6 HANGERS "RE 2x JOISTS FRAME INTO THE SIDES OF M'-0ER& DBL T •E • OPENING b FT. 1 OVER b' to 6, 2-2xI0 3-2x8 4-2x8 CONTRACTOR AND 6PECW.L INSPECTORS TO REVIEW THE SPECIAL INSPECTION "WU' SERIES WANGEPM AT 3x OR 4X METBAP ER6 FRPE 1 AT WD TORY PORTIONS --_ -_ REQUIREMENTS. 'HU" 6ERIEb HANGERS AT 3 0/S" 4 b 1/8" GLUE LAMINATED MEMBERS 8' to Im' 2-2x12 3-2x10 4-2x10 4 DUTI26 OF THE ePECIAL INSPECTOR INCLUDE ISUT ARE NOT LIMITED TO, "U' 6ERIE6 HANGERS AT TJI/L-b5 JOISTS I 61MAN I _ VARIES A AGI04OULE7GE THc &PEC;AL INSPECTION AND T1E6TING AGREEMENT PROVIDED BY THE "WU" SERIES WAW_vERb AT TJ14.W ,)0167& (n to,LOCAL JURISDICTION. StmTITUTION6 MUST BE APMWVED DY THE ARCHITECT AND HAVE IC BD APPROVED LOAD a B. THE SPECIAL. INSPECTOR SHALL OBSERVE TWE WORK FOR.CONFORIMANCF. WITH THE CAPACITIES EQUAL TO OR GREATER 7WAN THE 61MP60N "6TRONG-TIE' CONNECTORS. APPROVED CONSTRUCTION 000.11MENT6. ALL 016CREPANCIE6 SHALL. BE DROU61-IT TO •. FABRICATION OF TIMBER CONNECTORS n W N THE IMIMEDIATE A'ITENTION OF ','WE CONTRACTOR FOR CORRECTION, THEN, IF A FABRICATION SHALL BE IN ACCORDANCE WITH I"I EDITION "NATIONAL 096W 6PECIFICATION h� OALW USrBEAMS HEADERS NOT DETo!LED FL> UNCORRECTED YO THE EW51 EER AND TO THE BUILDING OFFICIAL. FOR WOOD CONSTRUCTION• C. THE SPECIAL INSPECTOR SHALL KM41644 INSPECTION REPORTS FOR EACH INSPECTION I. A WAST ER OR META. PLATE SHALL BE PROVIDED BETWEEN THE WOOD AND THE BOLT HEAD Zi TO THE BUILDING OFFICIAL, ARCHITECT, ENGINEER CONTRACTOR AND (OTHER APD/OR NUL •• DESIGNATED PARTIES), IN A TIMELY MANNER A6 ESTABLISHED AT TWE PRE 2. LAG BOLTS � z + 1Z WOOD HEADER MAU 0"TAUCTIO�N MEETING. s- LEAD WOLE6 FOR LAG BOLTS SPP,WRK D. THE SPECIAL INECTOR AI-L SUBMIT A FINAL REPORT 6TATING WHETHER THE WOSHANK PORTION ■ SHANK DIAMETER � 14.1 �� • I'-O" TSD-01'44 RtQUIRIWj 6ftCIAL INSPECTION WAS, TO THE BEST OF THE SPECIAL. INSPECTOR* THREADED PORTION • SHANK DIAMETER MINUS 3/16• KQdOULLEDGf, 16 IN GON OR MANCE WITH THE APPROVED CONSTRUCTION DOGU`1ENT6 b. LAG& BOLTS 6WALL BE INSTALLED UUS,ING A PROPER WRENCH AND THE APPLICABLE WOPKMAN&Wun P'ROA61ON6 OF THE C46C. 1. WOOD I-J016T6 AND LAMINATED VENEER LUMBER h�'1 D DUTIES OF 714E CONTRACTOR IF4G:LUDE BUT ARE NOT LR11t'4D TO, A WOOD I-JO16TO \a A G NCTIFY THE SPECIAL INSPECTOK THAT THE UFRU WORK 15 READY FOR INSPECTION AT LEAST I. SIZE& eHOWN ARE AS MANUFACTURED BY T & J016` MACMILLAN. MATERIALS, 24 WOURb BEFOF.E SUCH INSPECTION. FABRICATION, HANDLING AND INSTALLATION AS PER NATIONAL EVALUATION SERVICE INC B. ALL WORK REQUIRING SPECIAL INSPECTION %4AL-L REMAIN ACCESSIBLE AND EXPOSED REPORT NO. PFC-4354 AND TR,t6 J016T MACMILLAN WRITTEN RECOMR"E NDATION6. UNTIL- IT HAS BEEN OBSERVED AND INDICATED TO BE IN C9NFORIMANCE BY THE 2. JOISTS BY OTHER MANUFACTURERS MAY BE U6ED PROVIDII[D THEY HAVE THE 6AME DEPTH 1 3 SPECIAL INSPECTOR AND APPROVED DY THE BUILDING OFFICIAL. EQUIVALENT IC15C APPROVED LOAD CAPACITIES. C. PROVIDE THE SPECIAL INSPECTOR 10TH ACGE66 TO APPROVED CONSTRUCTION 3. FLANGES OF I JOIST TO BE MANUFACTURED FROM LVL LUMBER DOCLIMENTS At JOB6ITE. 4. MINIMUMI DESh3N DEQ:> LOAD - 2S PSF D. MAINTAIN AT THE JOBSITE COPiFtl OF ALL REPORTS 8U115MITT'ED BY THE SPECIAL 0 LAMINATED VENEER LUMlyER (LVL) I WD, 6TIUD WALLS 'PAP.' BT11.N INSPECTOR 1. MANUFACTURED IN ACCORDANCE WITH NATIONAL EVALUATION SERVICE INC � F' P061TIONS VARY EA SPUD b.DEFINITIONS REPORT NO.NER-481 j SEE PLANS A CONTINUOUS INSPECTION MEANS THAT THE SPECIAL INSPECTOR IA ON 61TE AT ALL 2. MODULUS OF ELASTICITY - E ■ 1,900 KSI \ U TIME6 OB&ERVMiG T✓,r WORK PWQIJIR114G SPECIAL INSPECTION. 3. 5ENDN53 6TR@NGTW - Fb ■ 2600 P61 STEEL B. PERIODIC IN51DECTION MEANS THAT THE SPECIAL INSPECTOR 16 ON 61TE AT TIME 4. &PECIE6 _ DOUG FIRAODGePOLE PINE \W TIUDE INTERVALS NeCEWARY TO CONFIRM TWAT THE WORK REQUIRING 6PECIAL INSPECTION C. LAMINATED 6TRA40 LUMBER (LSL) ' h COLUMN- 16 IN C04-ORMIANCE Pf'1� UF WITH AVED CONSTRUCTION DOCUMENTS. I. MANUFACTURED IN ACCORDANCE WITH NATIONAL. EVALUATION SERVICE• INC 1. TYPES OF WOW TWAT R2vQUIIRE SPECIAL INSPECTION COMMITTEE REPORT NO. NER-461 A CONCRETE 2. MODULUS OF ELA6TICI7Y _ E ■ 1,500 KSI I. TAKING OF TEST SPECIMENS •• CONTINUOUS 3. BENDING STRENGTH .-Fb 2250 P6I 2. PLACEME=NT OF REINFORCING STEEL - PERIODIC 4. SPECIES .- ASPEN � ►r+ 4 TS LINTEL 3,PLACING OF NEIFFORCED CONCRETE - CCNTINUOUS D. PARALLEL STRAND LUMOER (P6L) \ OR BEAM B. STRUCTURAL WELDING AND WIGH STRENGTH 15OLTNG 1, MANUFACTURED IN ACCORDANCE WITH NATIONAL EVALUATION SERVICE INC � U I.FILLET WELD& EXCEEDIWI 5/16"- COMTINUOU6 C-01""ITTEE REPORT NO. NER-461 is 2.GROOVE WELDS - CONTINUOUS 2. MODULUS OF ELASTICITY _ E • 2,000 KSI a In \-.04 DIA POWDER ACTUATED 3. SINGLE PASS FILLET WELDS NOT EXCEEDING 5/ib"- PERIODIC 3. BENDING STRENGTH _Fb 2WO P61 �In' m FA8TEPER6 AT MAX.24' c-. 2x PLATE7 4.FLOOR AND ROOF DECK WELDIWx - PERIODIC 4. SPECIES _ DOUG FIR/LODGEPOLE PINE V L a OR TRRT'ER 5, ILELDED STAIR AND RAILING SYSTFM9 - PERIOGLC 9. HIGH STRENGTH BOLTING- PERIODIC 4 VERT HORIz C. SPECIAL CASES GYPSUM 6HEAR u14LL& 4 1. ADHESIVE ANCHOR INSTALLATION PER ICBO EVALUATION REPORT OR EQUIVALENT - CONTINUOUS I. 5/8" GYPft1M WALLBOARD - PROVIDE 2X BLOCKING AT JOINTS A NAIL WITH NO. 6 x 1-1/0" WALL BOARD 6CREW6 SPACED AT 4" O/C TO ALL STUDS, TOP 1 .AND OTH4Etq EQUIPMENT BOTTOM PLATES AND BLOCK JNG. r9p4 DUAL SPACING OF SUPPORTS FOR THE SPRINKLER LINES .440 OTHER EQUIPMENT SHALL. BE SUCH THAT THE MAXIMUM 14.1 44" • 1'-0' T60-GEN5 ATTACHED TO FXIBTING RCJOF JOISTS.. DISTRIBUTEE THE ;HANGER LOAR LOAD AT JOISTS OR PUPK.Nb 16 LIMITED TO 2"ADDS MtOM THIS RIOUS TRADESNDS, HANGERS SHALL NOT NeILIN6 &GHE��Fa: UNIFORMLY THROUGHOUT THE ENTIRE FRAMING SYSTEM. acHmaTION _. -NAILI[�j JOIST TO SUPPORY - TOE NAIL ---- 3 - 8d , BRIDGING TO J016T - TOE NAIL EACH END ---------•--- 2 - &d ATRr llml-OTMI. BLOCKING TO JOIST - TOE NAIL EACH END ------------ 3 - 8d a� BLOCKING TO PLATE OR BEAM - TOE NAil ------------- 3 - 12d 1. ALL STRUCTURAL STEEL WORK 60-IALL CONFORM TO THE: REQUIREMENTS OF THE "AISC MANUAL OF STEEL 2" DECKING TO SUPPORT BLIND 4 F/10E NAIL --------- 2 - Ibd 3-2x STUDS TFSUCTION". STUD TO PLATE - TOE NAIL ------------------------ 4 - bd 2. STEEL PLATES, SHAPES AND RODS - ASTM A36. OR - END NAIL 2X& 4 2X4 STUDS --------- 3 - I6d No 7-- 3. TUBING - ASTM A500,GRADE b AND - END NAIL 2X8 STUD& -------------- 4 - 16d 16d • 160 OK 4. ALL WELDING PER=OR1`tED BY CERTIFIED WELDERS, U61NG E-10XX ELECTRODES. MJLTIME STUDS OR LAMINATED COLUPN& - FACE NAIL ---- *d • 12"0/C. D. WHERE WELD SIZES ARE NOT INDICATED,USE THE FOLLOWING AS A GUIDE, TOP "NLATRS - FACE NAIL ------------•---------- 166 • 12"0/C cc A GROOVE WELD6 - 15X. PENETRATION OF PLATE TWICKNE66 *OP PLATES - JOINTS 4 INTERSECTIONS - FACE NAIL ----- 4 - Ibd EACH END B. FILLET WELDS - UNLESS NOTED 3/16" MINI SIZE LAMINATED HEADER - FACE NAIL ALONG EACH EDGE ------ Ibd • 12"O/C STUD WALL - COLUMNS TO BASE PLATES - EQUAL TO THE COLUMNWUAL L TH!C1CNESS JOISTS, LAPS OVER SUPPORTS - FACE NAIL ------------ 4 - 16d (4-12d) b SEE PLAN C. REFER TO TYPIC.AL WELDIW-1 DETAILS DRAWING 14.1 BUILT-UP CORNER STUDS ------------------- ---- Ibet • 12"O/C 5 � FOR STUD 6• F%OLTS i SIZE STEEL TO STEEL CONNECTION6 - ASTM A325 (BEARINGi TYPE CONNECTION WITH TWREADb PLAN ��ORNER ALLOWED IN THE SWEAR PLANC) NA'! '.4 1504-11EDULE AND THE STRUCTURAL DETAILS ARE BASED ON THE U64GE OF "C )MMON" WIRE B. ALL OTHER - AOTTM A301 PROVIDE IUAC4ER UNDER HEAD AND NUT AT ALL WOOD CONNECTION6 NAILS, EXCEPT THAT 16d "614CER" NAILS (0.140" DIA x 3-1/4")MAY BE USED WHERE Ibd 19 C C. AT ALL BOLTS AND ANCHOR 1•,JOLT6 - CUT THREADS ARE REQUIRED SPECIFIED. IF "GEN" NAILS ARE USED, THE CONTRACTOR BWALL SUBMIT NAIL DATA FOR REVIEW PRIOR 810000 1. PAINT TO BEGINNING C"TRRUCTION. 00 A. ONE COAT SHOP APPLIED RUST INHIBITING PRIMER ■�_ B. NO PAINT ON dUWACE6 TO BE EMMODED IN CONCRETE. •� S . GROUT Ibd • 160 O/C A. DWT PACK TYPE - BUW E DAMP PACK GROUT �y1 B. POURABLE -_ BURCE NON-FEW040US NON-BLARING GROUT AND DISILLto USE IN STRICT COIMPLIANC.E tUITH MANIPACTURER'S WRITTEN DIRECTIONS THE CONTRACTOR 16 CAUTIONED ABOUT DRILLING AND NOTCHIWv OF STUDS, PLATES, JOIST ,AND OTW.R 1 . POWDER ACTUATED FA3TEN RIS (PAF) -- 0.145 INCH DIAMETER MINIMUM, AS MANUFACTURED BY FRAMING MEMBERS. THE FOLLOWING SHOULD BE USED AS A GUIDE B 4-2x STUDS--- HILTI INC. AND INSTALLED IN ACCORDANCE WITH ICG REPORTS NO, 1290 4 2366, MAXIMUM I SPACING AS NOTED IN DETAILS. FASTENERS BY OTHER MANUFACTURERS MAY BE USED PROVIDED I. CONTRACTOR IS CAUTIONED NOT TO DRILL CAR NOTCH MEMBERS WHICH HAVE SPECIFIC DETAILS FOR THEYB HAVE EQUIVALENT ICG APPROVED LOAD CAPACfTIEA. 6101-ICING-9BUTTON BUTT JOINTS, SUCH AS TOP PLATES, LEDGe", ETC. CONTRACTOR &WOULD C X46UL.T •'A 10.EPDXY ANCHORS -- DIAMETER AS NOTED IN DETAILtN. UXIE) BOND WST-200 ADHESIVE AS WITH ENGINEER FIRST. 4-8 -J 6TU0 WALL MANUFACTURED BY ADHESIVES TECHNOLOGY CORPORATION AW INSTALLED IN ACCORDANCE WITH ICBG 2, CONTRACTOR SHOULD CONSULT WITH RNGINF-ER BEFORE NOTCHING OR DRILLING ANY 5EAIM , I SEE PLAN REPORTNG NO. 4398. OR 6ET-HIGH STRENGTH EPDXY A!!MANIFACTUIRED B1M Y 6P60N STRONG-TIE AND PURLINS, WA J016Te,COLUMNS OR OT14ER FRAMMEMBERS. Lmm �aj FOR STUD IN&TALLED IN ACCORDANCE WITH ICBO REPORT NO.ER 5211!, 3. DRILLING AND NOTCHING OF WOOD STUDS. -0 &EZE II, 67M DECK SHALL DE FABRICATED AND ERECTED IN ACCORDANCE WITH THE SPECIFICATIONS OF THE A NOTCHING OF 67U06 SHALL BE WITHIN 2'-b"MWM THE ENDS OF THE STUDS, Lw!UT NO CLOSER _ V) X L9N • INTERSECTION STEEL DECK INSTITUTE. THAN I'-C' OF THE ENDS. MAXiMIfM DEPTH OF NOTCH SHOULD BE ONE INCH (I•). NO •� p d A FLOOR NOTCHING IN THE MIDDLE PORTION OF THE 67D LENGTH. g C (n c5�� 5� 8= WALL D�AL8 I. TYPE B DECK - 1 1/2" DEEP x 20 GA x COMP061TE B. DRILLING 16 FI MITTED ANYUI ePF9 ALONG THE LENGTH OF THE 6TUD. MAXIMUM WOLF •� Z � 2. DECK SHEETS SHALL BE OF 6U1FICIENT LENGTH TO CZ)VVER 3 SPANS MINI'MU M. DIAMETER 1/4 TIME6 THE STUD 611E 00 THIN EDGE OF THE WOL-E SHALL Be AT LEAST ONE 3. WELDING REQUIREMENTS AL''ID ON!-HALF INCHES(1 1/2")FROM TW d FACE OF THE STUD. DRILLED HOLES SHALL BE � � E 141 �4" " I'•0" T60-GENS A. AT INTERIOR BEARING SUPPORTS • 5/8" DIAMETER PLUG WELDS • 4 PER 36" WIDE SPACED AT LEA6T 61X W-4466(6')APART AND AT LEAST 61X INCHE6 (b")FROM ANY KNOT. ■� " SWEET,T, 12" O/G. V W B. AT SEAMS - BUTTON PINCWES • 1/2 POINTS BETIIEEN7 SUPPORTS (24" O/C). C. AT PARALLEL EDGE - 5/6' DIA PLUG WELDS • Ib" O/C. / G� ,�- D. AT EDGE CLObURE TO FULL WIDTH SHEET - 1 1/2" LONG FILLET WIELDS • 16" O/C. E. AT EXTERIOR BEARING SUPPORTS - 5/6" DIA PLUG WELDS • 4 PER 36" WIDE SWEET CITY OF MARID Approve,d. �/� Conditionally Approved.... ........ .... . . For olily the work as I t PERMIT NO. _Z&=bed In: U I. ALL CONCRETE IL10IR1C SHALL CONFORM TO THE REQUIREMENTS OF ACI 301-^4 REVISED t991, PE Letter to:4be. - "6PECIFICATION&FOR STRUCTURAL CONCRETE FOR BUILDINGS". TUBE COLUMN19 2. 6TRENGT'H - Pc - 3000 PSI • 26 DAYS i 3. REINFORCING STEEL - A6TM Ab15 GRADE 4Q) - &TIMQlM" 4 TIES Job Address: t...1�" al 3 EDW s ---- . - ASTM ASF! (-RADE 60 - ALL OTHER ---�'''� - - ASTM A10tr - ALL REINF TO BE WELDED �- Oat( (Q/ 1/4 4. ALL SLABS ON GRADE SHALL BE FREE AROUND THEIR PERIMETERS. A. USE BUILDING PAPER OR SIMILAR MIEAN& TO EIREAK BOND AT INTERIOR FOUNDATION WALLS AND CnLUMN6. e s S. USE A (.,OMMERCIAL BOND BREAKER AT CO*TRUICTION JOINTS. S. THE ROUGHENED SURFACE OWXN AT HORIZONTAL C< NSTRUCTION JOINTS MEANS THAT THE SUWACE SHALL BE INTENTIONALLY ROUGHENED TO A FULL AMPLITUDE OF APPROXIMATELY 1/4 INCH. THE ALTERNATIVE WOULD BE A KEYFn JOINT OF ACCEPTABLE SIZE. 6. MINIMUM REINFORCING REQUIREMRMT6 •. LME66 OTWERWI6E NOTED A PROVIDE CORNER BARS AND _%* BAR DIAMETER LAP SPLICES. B. 6TAGGER HORIZONTAL SPLICES. AT FOOTINGS AND FOtMATION WALL& STAGGER LAPS AT 11 STIFFENER a LEAST I<FEET. 4 C. FIRIIMIE OPENINGS WITH 2-05 DARE EXTENDING 2'-b" BEYOND EDGE6 PLUS 4-014 x 6'-0" • b" BRACKETUED ,'TlffEfSE COL. BRG PLATE CAR C/'je O/C DIAGONALLY AT EACH CORNER 1. MN11V CONCRETE COYER FCR REIMORCEMIENT T50 14.1 A CONCRETE CAST AGAINST EARTH _ 3' 1 TYPICAL $PEEL SEPALS B. FORMED SURFAC96 EXPON D To EARTH OR WEATHER _ 2" G. CONCRETE NOT EXPOSED TO UEATWM OR IN CONTACT WITH GROUND 14.1 �4• 1'-0 TSD•GIEN?t 1-1/20 SLAM,WI LL 00 J016 SL - IN 14 . 1 1 01 Is !00°oo:ee m5-01-0m U !0 70 60 50 40 30 20 10 8 - ... ,'..r. 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O R E a O N ARCHITECT INDEX OF DRAWINGS s SELIC / LEE / RUEDA ARCM i ECTS and PLANNERS TEQTURAl $..•TRUCT 213 SW ASH S17., SUITE 201 TEL: (503) 224-0173 CIO COVER SHEET 14.1 STRUCTURAL NOTES t GENERAL DETAILS � n POR"TLAND, OR 97204 FAX: (503) 224-483614.2 FOUNDATION PLAN t DETAILS 1.1 SITE PLAN 143 FLOOR FRAMING PLAN t DETAILS L 14.4 DETAILS N 2.1 FLOOR PLAN - LOWER LEVEL 2.2 FLOOR PLAN - UPPER LEVE-:L z STRUCTURAL _ 3.1 REFLECTED CLG. PLAN - LOWER LEVEL Il 32 REFLECTED CLG. PLAN - UPPER LEVEL E C H A �(_C A L 0 TCHALL AND ASSGXIATES 6.1 BUILDING SECTIONS 15.1 PLUMBING INDEX t LEGEND 152 PLUMBING PLAN FIRST FLOOR 2328 SE WASHINGTON ST. TEL: (503) 659-5913 15.3 PLUMBING PLAN SECOND FLOOR a MILWAU'KIE, OR 97222 FAX: ( � ) 6521-0668 1.1 WALL SECTIONS t STAIR SECTIONS 15.4 PLUMBING DETAILS o 15.5 INDEX, LEGEND t SCHEDULES 15.6 FIRST FLOOR - HVAC r"'1 15.1 SECOND FLOOR - HVAC MECHAMCAL 15,8 FIRST FLOOR - HVAC r"iPING h r~ 15.E SECOND FLOOR - HVA,,'' PIPING 15.10 ROOF PLAN - HVAC U N 15.11 HVAC SCHEDULES MANEULL CURTIS INC. 15.12 HVAC DETAILS ws � h 10700 SW BEAVERTON-HILLSDALE HWY., SUITE 315 TEL: (543) 643-6761 H5.1.3 HVAC DETAILS BEAVERTON, OR 97005 FAX: (503) 646-5512 . ELECTRICAL U , I EZ ELECTRICAL SITE PLAN rol 4 ELECTMCAL E30 FIRST FLOOR LIGHTING PLAN E3.1 SECOND FLOOR. LiGHTINCs PLAN CUNDIFR ENGINEERING INC. E4.0 FIRST FLOOR POWER t SIGNAL PLAN 8885 SW CANYON RD., SUITE 205 TEL.: (FD3) 297-7738 E4.1 SECOND FLOOR POWER A SIGNAL PLAN PORTLAND, OR 97225 FAX: (5W) 297-6018 EDLI ONE LINE POWER RISER DIAGRAMS E01.2 PANEL SCHEDULES ED13 COMMUNICATION RISER t DETAILS cac: '2) s c cc cr) , ww V' C � O ;6 .j " 8 o S Vr 1 .. co 99 a � 0- 0 M M 0 N A BAR 9 M VA I IEqW DIV Elovolor a cooterwle rDD Flow Dr* W+ " TO S"k. SIMM Sbraff Em" FUN Fwe,a �ooc on cooter so soak" r� mvems" APPttOK Approxirnote e � Rs9ade Fee dd Out" Fi "W, VE 1 o AWN Ardoviurol FM Finish Contractor kalalw SRT SAP ftwont Tik o 8D Boord R Fbor OM Oww Furnished, SS Swralee steel m W manq FOC Foxe of oxlcrte Order MhtaAed m Steel �C FOF FaREVISIONS, SG ebd� ce d rrnisl, FF 9 V Storage FOS foal al Studs OW w c! Catch FTB Fd* TocMhoord OPP opposNe SV shoot VM►FI ' (CXG CAM cWtval JONFURR Fu" AN Pkmtie PIAS Plater tm+Mnnte 1 K and Groove Sondbuq Rd. 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' err rOa.rl•+►r+r•1.41�•s♦.. • ' .ya�.,/'.«. , • .. � ..«-, . .....,,, ' r,e,.lw,,., r..,.w.4. ,.. +l••.•e .. .- .'.., ,. •.YRS uhr, -�.,K+ w,. ) !L . i• `; 1. , ...w..m-........:.,.-w..,..w.,1,w.,w,.,.. :r....., "' ..r.......�1.,, .... .,..- .+...,.n._ ;N. _ - r, ,• .r+.. .. .w......w, ,.wl..w+++»..•«...m•r.+.vw+K.w,,..ww,w... «.w.,..n...•...al. .eww..-...r..h.ar. .a. .i�.� • .. .,.,... .-.. ..e•+,rr-.e..s'.+......rreryr+a.r.w ,.rw.., ..+ w.+m. � .u....cc..e ar..,r_*,:...w, wr,r.w . w,..wl.....row s t:'' :r r 6 t yAy� W L rCEM r- - PLUMr CODE ROUfaW+F•41101111111 41dam „ ff-whanow ohm 11 SYMBOLSNa IW ASMI W V CIN taw OTHM 1AMAraa• WATER CLOSET, r r r WC-1 4 4 2 y _ _ FLOOR SET, BARRIER FREE CLOSE COUPLE['_ MOLTEN 15.1 PLUMBING INDEX AND LEGEND PUBLIC LEAD AND OAKUM CAULKED CLOSET FLANGE. � ADA NEW (DARK, HEAVY) -- 15.2 PLUMBING PLAN FIRST FLOOR AMERICANS WITH OISABIUTIES ACT AFF ABOVE FINISHED FLOOR ------- EXISTING (LIGHT, THIN) 15.3 PLUMBING PLAN SECOND FLOOR I �' --- •----- 1S.4 PLUMBING DETAILS a AFG ABOVE FINISHED GRADE .........•.•••••• EXISTING TO BE REMOVED ON RCLOCATED L-1 LAVATORY, 1 yi• 2" 1101 y' K. - WALL MOUNT, BARRIER FREE. 34" FLOOR TO BASIN RIM. PUBLIC ARCH ARCHITECT W SANITARY WASTE ABOVE FLOOR OR GRADE —" • AT ---W--- SANITARY WASTE BELOW FLOOR OR (BADE AVB ATMOSPHERIC VACUUM BREAKERy___V_ VENT SAKI 1'ARY SINK, - yr - _ COUNTERTOP, kFFERENCE ARCHITECTURAL FOR DETAILS. PROVIDE ( ) S-1 1y 2" OFF BELOW FINISHED FLOOR -------- COLD WATER BREAKROOM y y SEPERATE STOP AND SUPPLY FOR HOT WATER DISPENSER. SINK r V!" COUNTERTOP, REFERENCE ARCHITECTURAL FOR DETAILS. PROVIDE IPG BELOW FINISHED GRADE ---••----- HOT WATER S-2 COFF=EE SEPERATE y 2 1 V4 y. y SEPERATE STOP AND SUPPLY FOR HOT WATER DISPENSER. BV BALL VALVE --- RETURN HOT WATER (120F) SINK, ' 5-3 PRINT SHOP 1V! 2 1y" y sit. - COUNTERTOP, REFERENCE ARCHITECTURAL FOR DETAILS. CFF CAP FOR FUTURt ---G�'SI--- NATURAL GAS ( LBS. PRESSURE) CO CLEANOUT --G-WC NATURAL GAS ( INCHES WATER COLUMN) CWIFU COLD WATER FIXTURE UNIT LUBRICATED PLUG VALVE EEW-1 EMERGENCY 1 W 20 1 y' - _ y'TW WALL MOUNT PROVIDE Y 0 STEEL BACKING, SUPPLY TW FROM EYE WASH DFU DRAINAGE FIXTURE UNIT --TPL -- TRAP PRIMER LINE MX-1, NO STOP ON SUPPLY. DIA DIAMETER GATE VALVE DWG DRAWING BALL VALVE FD-1 FINISHED AREAS FLOOR GRAIN. 30 3" DWGS _SEE _ y" TP WOMA4. WNW DWV DRAINAGE WASTE t VENT � _ y _ EL CHECK VALVE 1 ALL WORK SHALL BE IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES AND A N h ELEVATION DIVISION 15 SPECIFICATIONS. CONTRACTORS AND INSTALLERS SHALL BE THOROUGHLY FAMILIAR WITH ^ --- AACKWATER VALVE FCC F10rJR CLEANG'JT FS-1 FLOOR SINK. 4' 4" ty' - - yTp AND MAINTAIN A COPY OF DIVISION 15 SPECIFICATIONS AT THE JOSSITE AT ALL TIMES. FD FLOOR DRAIN --�' '--" DALANCING FITTING MECHANICAL x --- © 2 OBTAIN WRITTEN PERMISSION FROM ARCHITECT .,ND AUTHORIZED FACILITY REPRESENTATIVE PRIOR TO DISRUPTING FF FINIShED FLOOR PRESSURE REDUCING VALVE ANY PLUMBING OR UTILITY SERVICES TO EXISTING BUILDINGS. o� FIN FINISHEQ WHA, WATER HAMMER ARRESTOR KEYED NO S: 3 INSTALL ALL ITEMS TO CLEAR ARCHITECTURAL FRAMING, STRUCTURAL MEMBERS AND SIMILAR OBSTRUCTIONS. w w FS FLOOR SINK COORD;NATE EXACT PIPING LOCATION WITH ALL APPLICABLE CONTRACT DRAWINGS PRIOR TO PLACING PIPE STRAINER WITH HOSE END DRAIN VALVE ALL INSTALLATIONS FOR BARRIER FREE SHALL MEET REQUIREMENTS OF ADA. SLEEVES OR INSTALLING PIPING IN FLOORS OR WALLS. OBTAIN WRITTEN PERMISSION MOM ARCHITECT PRIOR � a FL FLOOR 10 CUTTING OR DRILLING ANY STRUCTURE. MEMBERS. PROVIDE PLASTIC PIPE INSULATORS FOR ALL WATER o PIPE ANCHOR ® TRIP LEVER W/ ACTUATOR TO BE ON -WIDE SIDE- OF STALL. WHERE 'THERE IS I'C WIDE SIDE, PIPING PENETRATING METAL MEMBERS. ALLOW FOR EXPANSION AND CONTRACTION OF' ALL PIPING. SECURE II 4 FM FLUSHOMETER SLEEVE ACTUATOR TO BE ON LEFT WHEN FACING FIXTURE. ALL PIPING STUBOUTS TO BUILDING STRUCTURE. FT FLUSH TANK MOUNT STRAINER/ GRATE FLUSH OR 1/16' BELOW SURROUNDING FLOOR. 4 INSTALL ALL PIPING CONCEALED IN WALL AND CEILING SPACES O NF_RWISE NOTED. CPM UNION, FLANGE FINISHED FLOOR TO SLOPE TO FIXTURE. (~ GALLONS PER MINUTE COORDINATE ELEVATION WITH ARCHITECT PRIOR TO INSTALLATION. H8 MDSE BIBH PIPE REDUCER S ALL PIPING SYSTEMS SHALL 81, THOROU';;fALY COORDINATED WITH OTHER TRADES PRION TO INSTALLATION. U 6 COORDINATE ALL ROUGH-IN DIMENSIONS AND PROVIDE ALL CONNECTIONS IN ACCORDANCE WITH EQUIPMENT HD HUB GRAIN "d PIPE UP REQUIREMENTS. DRAWINGS SHALL NOT BE SCALED TO DETERMINE EXACT LOCATIONS OF PIPING OR CQUIPMENT. o HWFU HOT WATER FIXTURE UNIT PIPE DOWN 0 7 PROVIDE 48 HOUR NOTIFICATION TO ARCHITECT FOR ENGINEERS REVIEW OF INSTA'LATIUN IN ACCORDANCE WITI-I INV INVFRT •—'-'8--'- PIPE DROP DIVISION 15 SPECIFICATION REQUIREMENTS PRIOR TO CONCEALMENT. IW INDIRECT WASTEH x RISE OR DROP OR BRANCH 8 ALL PIPING PENETRATIONS THROUGH RATED STRUCTURAL MEMBERS SHALI. BE SEALED IN ACCORDANCE HATH LBS POUNDS CONNECTION VERTICAL DIVISION 700 REQUIREMENTS AND APPLICABLE CODES. • U � MAX MAXIMUM PRESSURE GAGE WITH GAGE COCK9 MAINTAIN RECORDS OF ALL PIPE LOCATIONS, INVERT ELEVATIONS. CHANGE ORDERS AND DEVIATION FROLi CONTRACT LLAPPLMMUPCE 8DL�LE DRAWINGS FOR PREPARATION OF AS-BUILT RECORD DOCUMENTS, TO BE SUBMITTED AT PROJECT CLOSEOUT. 'w MEC1; MECHANICAL P ��Q C� 10 CONTRACTOR SHALL NOT DEVIATE FROM DESIGN DRAWINGS OR PIP44 E THERMOMETER PE SIZIN G THE EXPRESS WRITTEN MAIN MINIMUM M!M 0 0VAM IXTAL F450M PERMISSION FROM THE ENGINEER. ' '-- HOSE BIBB OR WALL HYDRANT N.C. NORMALLY CLOSED RPBP-1 REDUCED PRESSURE 1. 20 GPM O 12 PSI SERVES BOILERS AND COOLING TOWER. LOCA NHCI NO HUB CAST IRGIN - - PITCHED DOWN BACKFLOW PREVENTER MAX DROP _ 60" MAX. ABOVE FLOOR SINK IN MECH. ROOM. MIXING VALVE, 0.5 GPM MIN. NFPA NATIONAL FIRE PROTECTION ASSOCIATION ----♦►--._ DIRECTION OF FLOW MX-1 EYE WASH y" 5.0 GPM O 15 PSI MAX. - PROVIDE UNIONS AT INLETS AND OUTLET. SYSTEM PRESSURE NO NORMALLY OPEN R FLOOR CLEANOUT ELECTRIC TRAP • MOUNT 12 AFF. FON EVERY 20/Fl. OFCI OWNER FURNISHED, CONTRACTOR INSTALLED 1 PRIMER y - - OF PRIMER UNE. 41 LINE CLEANOUT PDI PLUMBING AND DRAINAGE INSTITUTE >t... POC POINT OF CONNECTION OI WALL CLEANOUT PLBG PLUMBING YARD CLEANOUT DYED NOTES •� PVC POLYVINYL CHLORIDE � EXISTING TO REMAIN INTACT � REQUIRES ELECTRICAL e:ONNECTIONS - COORDINATE REQUIREMENTS WITH DIV. 16. 1' C � RCP RECIRCULA TION PUMP AND UNDISTURBED © '� ca RIiC ROUGH-IN AND CONNECT EXISTING TO REMAIN INTACT SAN SANITARY SEWER AND UNDISTURBED �•. , CI OF TIOARD rI SF ORO SQUARE FEET EXITING TO BE CLEARED FOR t' 'oa'My Approved............ . ... ...... . I I ■ SOPSC STATE OF OREGON PLUMBING CONSTRUCTION. REMOVE ALL w III wo A•de/Crftd in: •■q■ SPECIALTY CODE FIXTURES, TRIM. EQUIPMENT �•� AND APPURTENANCES AND ' rvo -A'1 �QOO; � ! j SOV JWTOFF VALVE 1 nar to Allac Allach. """"'... ( I Job Addrus� REMOVE AND PERMANENTLY CAP M ALL PIPING BEHIND FINISHED PLLN 9y ^ - .r LL/ SV SOLENOID VALVE • SURFACES AT POINT OF TDH TOTAL DEVELOPED HEAD CONNECTION WITH ACTIVE MAINS. bete, TP TRAP PRIMER coo Na m VOLTAOR HP. CAN VASaW CLIA �"B 4) .> TPk1 TEMPERATURE & PRESSURE RELIEF VALVE EWH-1 ELECTRIC WATER HEATER - 40 GAL. ee O _ _ 475 LBS LOCATE IN WAREHOUSE 24 GPFS O 100- [� T OVER LL37 Q, TW TEMPERED WATER - HW RECIRCUI.AiION TYP TYPICAL RCP SET AQUASTAT ON Q -1 -_- —� 3/15.4 2 GPM O 10 TDH 120 1 25 - I slow"VTR VENT THRU ROOF PUMP / O LOSE. OFF O LISP. COORDINATE ALARM W wCi O SP--1 SUMP PUMP 4/15.4 15 GPM O 10 TDH 120 - - BUILDING CONTROLS Q t WCO WALL rMEANOUT -- - _ �AL. �OfiAL--- CONTRACTOR, POTABLE � u WH WALL HYDRANT EXP-1 EXPANSION TANK 3/15.4 1.0 GAL. ACCEPTANCE - - _ 30 LBS LOCATE ADJACENT TO ® C p WSFU WATER SUPPLY FIXTURE UNIT SET PRECHARGE O 75 PSI WET (E) EWH OVER RM LL10 POTABLE 1' -GAL' 20 LBS LOCATE ADJACENT TO < • EXP--2 - 0.5 GAL. ACCEPTANCE / - — W WITH EXPANSION TANK SET PRECHARGE O 75 PSI WET EWH-1 POINT OF CONNECTION E) EXISTING ( 9FYED NOTES: (X) CLEAR FOR CONSTRUCTION/REMOVE EXISTING Q REQUIRES ELECTRICAL CONNECTIONS. COORDINATE REQUIREMENTS WITH DIV. 16, Q PROVIDr_ SUPPORT AS REQUIRED. SEISMIC BRACING PER DIV. 15 SPECIFICATIONS. t+�v�eiara , - 15 . 1 SERI CK r*� EMOTION DATE 12/31/01 ►L11>I000 002t4,�Mlo0 -0/ip ed N EF 1i NAPO, , ; r .r -•y •�•� �. '�- ...� .. .,� -�.� �-�'�� T"_� j ..... .. .. ...- .. •_gym..r..nrw r .` G' In I? 14 16 � f 11,ClIlIIllillillAdk r, ( lff IIlIIlI Iflllil lI,�,Ik ` fillfl 11!1111 IIIIIIIIIIIIIII Illllll�illllll IIIIIIII1111111 liliiiiriiillll IIIIIIIIIIIIIII lllllllllllllli I►IIIIIIIIIIlI1 IIIIIIIIII . 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I -= - - - p Z 11.0 1"'PW - 2 W • 2X HALL 4'w • 2>< (E)4'W ILL®IfJ 3 4' Y.CO. Z IORPOP-1 $FAIR {b I L.j INV. EL TRANS I I I "� 2'V UP -_--- 2'-2' 2 W ® ! 0. • SLOPE L 0 EHOU8E - �� r _ --....._._ _. • /f 11! I u _T 2• TRANS M W 14"H I'HW ® 1%'CW N WC114 e o • I I I I I I'I•Iw I 1 x y"RHw s E)2- PRINT SHOPWOW I I I I I I I I cr I I I I Low RECORDS R HALL _ c C 1R P OFF co --OHC _ _ ------_-_-___-- FILUMBNG PLAN F W FLOG Y FREEZER / (E)4-W .� Y 2'V UPV 3W 1 3'FO-t "w SHEET NQTES: .W® KEYED NOTES: O O 1. ALL INACTIVE WASTE WATER. GAS, AND OTHER PIPING SYSTEMS WHICH I 2' •- -4 w H2.yr Q1 (X) HW, GW, WASTE AND VENT PIPING IN CHASE PREVIOUSLY SERVING BATHROOM •� o PREVIOUSLY SERVED FIXTURES ON THE FLOOR ABOVE SHALL BE REMOVED i - 2*W GROUP. REMOVE PIPING AND APPURTENANCES AND PERMANENTLY CAP BEHIND OR .0 TO PQIKIT OF CONNECTION WITH ACTIVE MAINS OR RISERS AND PERMANENTLY i CW CAPPED' i BREAK I>4 OFF UNDER FINISHED SURFACES AT P.O.C. W/ ACTIVE MAINS. 2. ALL PERMANENT CAPS SHALL BE OF APPROVED TYPE, OF SAME MATERIAL ® (2) (X) ALL PLUMBING PIPING AND CAP AT ACTIVE MAINS. AS THE PIPING SYSTEM. AND IN COMPLIANCE WITH THE STATE OF OREGON I MX-1 9 2"w 3 (X)X 4' HUB DRAIN AND CAP DOMMS'IREAM OF P-TRAP. C _ PLUMBING SPECIALITY CODE. IN NO CASE SHALL CUTTING OF PIPING AND I C 2- - ---- - - - - - -- _ _ VL - _ _ FILLING WITH CEMENT OR SIMILAR SUBSTANCES BE PERMITTED. � Q (X) 1V4" CW AND 3'e' TO WN. PROVIDE SOV AND CAP ON CW LINE. � 3 X E FD. PERMANENT CAP DOWNSTREAM OF P-TRAP, CONNECT 2" W TO (E) 4' WASTE. FIELD VERIFY EXACT LOCATION. ROUTE 2" W UP W/ 2" WCO. CONNECT I" V UP TO (E) 2" VTR. ROUTE 'V4-CW AND WHW DIV TO S-3. PROVIDE V4- S.O.V. BEHIND RELOCATED EXISTING ACCESS PANEL AND CONNECT TO (E) WH. ! © COORDINATE EXACT LOCATION WITH MECHANICAL. © 1" CW DN TO RPBP-1. ANCHOR TO STRUCTURE 60" MAX AFF. AND ROUTE RELIEF UNE TO FLOOR SINK. PROVIDE PDI SIZE "B" WHA DOWNSTREAM OF RPIJP. IREy�bi0�16� — - - CONNECT OUTLET TO BOILERS AND COOLING TOWER SYSTEM. Q PROVIDE ELEC. TRAP PRIMER 'N/ UNIONS 12" MIN. AFF. ROUTE ** I.D. MIN. TPL TO F.S. 4,. MX-1 SERVES EYE WASH. LOCATE MX-1 BEHIND ACCESS DOOR BELOW EYE WASH. 0 CONNECT 4" WASTE TO (E)4" WASTE. FIELD VERIFY EXACT LOCATION. (X)(E)4" F.C.O. 0 FLOOR MOUNT WC SHALL BE INSTALLED WITH MOLTEN LEAD AND OAKUM CAULKED SERVICE WEIGHT WC FLANGE ONLY. NH OR TORQUE-SET TYPE FLANGES SHALL NOT BE ACCEPTED. SET BOTTOM OF FLANGE ON TOP OF FINISHED FLOOR. ® PROVIDE PDI SIZE "A" ON HW/CW. e Glints 15 .92 FRICK r* 1 4 7 014 EXPIRATION DATE 12/31/01 ruliae•a�4,,rEc,000.00>� 701 It .,7,.s +....v .n.,...... ��.- ..Vi' •"+� s"� �'ryf ^CNbl,-w,•,;�'�.:� .,i`. 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I I i IL , I I Iwo f�J 1 I , ��� U 1 _ I I I W / WK0 EC W I ILLC Tx, I I 1 I W(E)CN 1I DIR i i �„� x I11-0 - I I (j1 3 I E)W GAS I P SEC 1 1 1 1 I I I I I 1 I I 1 I 1 1 1 I I I I I I I i (E)I wcw I I I I I DIR A BJP CF SI F --CW SP I I I i I I 1 , I i •w PLM FLcm im i1�3 w' • r - r 1 0, N-cw KEYED NODES I VI'Hw " ' Q 2"W DN, 2"WCO, 1 Vi"V UP, CONNECT HATH 1 WV FROM UELOW AND ROUTE 1 Vt"VTR. •� I CONNECT NTHS.O.V. T 1 CW LINE IN CEIUNG SPACE. ROUTE Vi CW o CON EC V4*CW WI S 0 0 (E) 1,4 " •C M"Hw 1Y!"C DN TO COFFEE RM SINK AND THROUGH FLOOR TO BREAK RM SINK. 14 HW UP FROM i ,-�w FLOOR BELOW. i w C Q ROUTE (E) 1 Y4 COPPER CW AROUND ELEVATOR SHAFT. (;t)(E) PIPE SECTION IN -- I SHAFT. Q oj Q CONNECT 1 Vi" 2.0 PSI GAS TO (E) METER DOWNSTREAM CF 2 PSI SERVICE REGULATOR. 1 ' PROVIDE LPV AND UNION. TWICE WRAP PIPE THROUGH WAIL WITH 20 MIL. PVC TAPE. 04 ROUTE 1 Vi CW AND 1 Ve SOV ON WALL NTH 1" AND SOV TO EWH AND 1" AND SOV I _ i DN TO SINKS. I ® PROVIDE ELECT. TRAP PRIMER W/ UNIONS IN EXPOSED CEILING ADJACENT TO WH ROUTE i 3/8" MIN. I.D. TUBING IN WALL TO FD-1. 1 � o (X) FIXTURES, HMV, CW, WASTE, AND VENT PIPING IN WALL SERVING BATHROOM GROUP. PERMANENTLY CAP AT P..O.C. W/ ACTIVE MAINS. COORDINATE ROOF FLASHING REMOVAL AND PATCH HATH OTHER TRADES. 1 1 ® EXTEND VENT TERMINALS 6"-12" ABOVE ROOF AND PROVIDE ROOF FINISHING. COORDINATE i FLASHING WITH ROOF CONTRACTOR. ALL VENT TERMINALS SHALL BE AT LEAST 12 FT. i FROM ANY AIR INTAKE. EXHAUST AT LEAST 12 FT. FROM ANY AIR INTAKE, EXHAUST ' 1 VENTS OR SOURCE OF NEGATIVE OR POSITIVE PRESSURE. i 1 Q (X)(E) 140CW UNE TO (E)WH. PERMANENTLY CAP AT ACTIVE MAIN. I 1 ' Q PROVIDE EMM•-1 W/ DRAIN PAN ABOVE TOILET RM LL37. ROUTE %" DRAIN DN TO FD-1. I CONNECT W RELIEF TO VERTICAL SECTION OF DRAIN FROM DRAIN PAN. MAINTAIN 6" AIR i GAP AT FD. PROVIDE %w CW TO EWH-1 W/ V BIN. AND EXP-2 W/ UNION. SECURE EW-1 f3b1_�-3 1 TO STRUCTURE W/ APPROVED MANUFACTURED SEISMIC BRACE. A tAOF�S _ 15 . 3 ' 1 ��fRiCK 4mnM �10, EXPIRATION DATE 12/31/01 ntso,Mecs uo�o�a NOMA 4 2 4 10 12 4 Hill 11 IIIIIIIlI IIIIIIillllllll IIIIIIIIIIIIIII Illlllf'IIIIIIII IIIIIIIIIIillil iIIIIIIIillllll Illlllllil 4 rAb f .4�. lli i ,, � , 4 5'`.. +�, `� i Ver.ud,l ._. .. ..•. _ , i •p - ._..- .. �MAmb F �I r - rr..r....w..._......+-,_..:«..,.«.........+..,.....,.+..-,,...w....r+-.w...r. .n.w..... ...,......� ,�...+v.......r..r. w..,,..�....+..�,......w.....� .-, aw-*r. ..._....,...... . 4-._-- � C, •I . ' : y,�...�.. y,� .. Yl. � i : ;g. .� .f _ ��� � ., . ._ _. � .. - u w.,uc•--...-.w�...w.+..aw..._,.,....x.o,....,ucv.. .r•.a.,. u...,...,rr....,. .w...w._... -z+r.++.e.wr�.s. ,..w wnnwr..wr... r-e.+.,-.r.+.++ww.n.n. �'- ,,,,..e,..... ....n,wwr - �CA'�p11M`.�na:.rf.`h c .... ,R•..i., .._.a1 `.,...., .M ' y:,.,..........,4ylYlu...+,4•..nhr .q..... .. -.�.'° '�. IiWJFlI.nhV K"'•..uY�:EMM.,.w.lwnwAx..1,.w,IW,MMMM. 1•r A 11. 1��,i Z A AL MAW _ �: 1'Hw I'm DUMP OOlal� Noun (NOT WATER 120'F OR LESS, COLD WATER EXP- 1 NOT WATER 120'F OR LESS 1h'RHW© SET r OR CrAD WATER DOWN 1.8 CFM 1'HW 1'CW ODID WATER LIF CO=LDW 7M DOWN EXISTING V000000 %000'0 WATER HEATER p' � a = A � . �--Q (T1IP.) N S. NO SCALE z � KEYED NOTES: r P MINIMUM OFFCFT FROM HORIZONTAL BRANCHES SHALL EE 4 a WALL SYSTEMS SHALL BE INSTALLED TO DRAIN COMPLETELY. SLOPED 0 IN ACCORDANCE WITH THE SPECIFICATIONS. AND INSTALLED TO PREVENT AIR LOCKING CAUSED BY THE FORMATION OF TRAPS. O DIMENSION OFFSETS ON HOT WATER LINES AS REQUIRED � TO ACCOMODATE EXPANSION AND CONTRACTION BASED ` h • ON DESIGN TEMPERATURE RISE. P,1 3 -- WAMMIfaTEH S. NO SCALE h '" KEYED NOTES. Y Q PROVIDE APPROVED MANUFACTURED SEISMIC BRACING. ANCHOR TO STRUCTURE. --- -•_--------.---- - - - --•---_ . _____.___._____ �___.___.._._.__.__.___._.._.._..____._.____w_.._.___. ____ ___._._____� __�_._.__�_ .._. ,._ x � 0 ALL VERTICAL do SPRINGLOADED CHECK VALVES SHALL BE INSTALLED U e MIN. 4" PIPE DIAMETERS DOWNSTREAM OF ANY PUMP OR ELL. ALL BALANCING a VALVES SHALL BE INSTALLED WITH NO OFFSETS. VALVES. PUMPS. ETC.. WITH IN 10 PIPE SIZES UPSTREAM Rc FIVE PIPE SIZES DOWNSTREAM. •GOOSDAM AND ECRM REGULATOR \ENT OUIDOORS. IMD11A1 10' FROM OUTSOE AN INTAKES AND PER NEPA-54. LOCt(—UP TYPE IN rERMEDIATE REOULAT011t 80 PS OVER— PRESSUI E RA71NQ LOCATE APPIUM AO" A.F.F. PIPE 1N'G (2.0 P9) REQULATgR VENT INCEPDDD07LY TO EXTERIOR. � CD ELEVATOR t N'0 (0.5 PSI) cc L t' SECOND FLOOR �1•� AGA APPROVED GAS BALI. AGA APPROVED EQUI ENT REGULATOR EQUIPMENT RtGULAT'.iR STAINLESS STEEL � VALVE STAINLESS STEEL \ BRAIDED HOSE 1 (TYP. Q BRAIDED HOSE .� PROVIDE -- SIZE F�APp LANCE OF A� CAPACITY ESCUTCHEON POWER CORD TPL� � -71 COORDINATE PW CONCEALED /may W/DIV.16 WORK IN WALL _ ,,,J) t� _10 Iowa: W 8" �AIR GAP PILOT REOULAMR PILOT REGULATOR TO FS LAXER REQUNIED OVER REQUIRED OVER ��R FIRST FLOOR 400.000 BTU 400.000 BTU > --MPUT N4PUT ` e {� N G' DRIP LEG to TO HIGH WATER P 1 ..-. ALARM IN BLDG CONTROL SYSTEM LINK SEAL WATER �c GAS TIGHT SLEEVE COORDINATE W/ SHUT—OFF VALVE t02 Y BLDG CONTROLS CHECK VALVE 5• NO SCALE SYSTEM CONTRACTOR KEYED NUTES, '`L BAR GRATE (M.I.M.) SUMP PUMP � �... MERCURY FLOAT Q PROVIDE VENT TO OUTSIDE FOR EQUIPMENT REGULATOR WHERE REQUIRED SNATCH PER NEPA-54. co P 4 S• NO SCALE !lr�VIAIONMI 15, , 4 ERICK 6. EXPIRATION DATE 4MADO 12/31/01m. a.e. K. •eeotyl•r�A;:i om ---,j► -- �_ J telMill �e '".I I �li�!l01N"Iwllls�w 1 I ' a p 4 (l y - 10 12 14 ig r r NNW , � �<' ..w, ,�,z , .y,. , II�IIIIIII Ilillll�lllllll IIIIIII�IIIIIII IIIIill�lllllll IIIIIII�IIIIIII Illilll�lllllll Ilillll�llllill IlIIIII�II ' y I " •al;,� w 1 NIIIIIIII�1 �• NIIN�I�IIIII�IMIII�MIOfTil e ,~ y !y vr.. — --- - - .+rWW:db1+11M*....•Y•ro-....:WAIN.,.hM+MW%w:ww•.:_rGeel�..dhor."',^iack+. -wwc.i�M�t+.w.•aMIIuNA�wxa1�;.,,ws...«....,.,m ws.,l, i:. ....e..,.,�.r..r.+.,..ww...,...,,n;fsn.,..........-.,,t,. ,.., ,.. _ _ -_ .,.w..sr•.-..,.w-- M- .rraar.wu�n..s.,... ,.,•,..w.+,-..... 4� X. ICAL WATER vt:"l Mir- 0ONrANM AC UNT SCHEDULE tw 7WAL du"LT rM NAT BAT LAT LAT OA 8� w ANDLOCA71131 AND MDL 0 CM w a w Lw MOTU z OC� In SU I = E 1 1 53 FASU-I --- REMODEL OFFICE AREAS MCQUAY SW 070C 845 760 27,780 1 2 40 83 64 TW - bo 2?0 20 85 95 420 28 7.5 150 120 4000 VAV 7,000 1.2 KEYM 11071E& DXW DETECTOR - COMPATIBLE VATW BUILDING SMOKC DETECTION SYSTEM. OW" FURNISHED, CONTRACTOR WSTALLED. O� Arj%veM7KM PIDEX 15.5 INDEX, LEGEND AND SCHEDULES EVAN" TAW SCHEDULE ---HWS-- HEATING WATER SUPPLY Tu- Il TERMINAL UNIT CALL OUT 15.6 FIRST FLOOR - HVAC L-- TERMINAL UINAT NUMBER 15.7 SECOND FLOOR - HVAC M 11 ME AND IA"I= k*Jd#%=MAND MMlLNM W)LIWJ A0M"AN=V0L4QW NOT1110 HEATING WATER RETURN FLOOR 15.8 FIRST FLOOR - HVAC PIPING ET-1 HEATING WATER_MECH ROOMI AMTROL SX-30 14 11.5 12 1 c4-w CONDENSER LEAVING WATER AIR SUPPLY kINIT 15.9 SECOND FLOOR -- HVAC PIPING R I I I EXISTING (UGliT. THIN) --CRW-- CONDENSER REPJRN WATER 15.10 ROOF PLAN - HVAC KEYED NO S: TRIPLE DUTY VALVE EXISTING TO &-. REMOVED OR RELOCATED 15.11 HVAC SCHEDULES OUTSIDE SCREW AND YOKE VALVE 15.12 HVAC DETAILS INSTAU PER MAWXACTURER-S RECOMMEADATIONS. GATE VALVE NEW (DARK. hEAVY) 15.13 HVAC DETAILS GLOBE VALVE 3204 RECTANGULAR DUCT SIZE. INCHES @ALL VALVE 64 ROUND DUCT DIAMETER, INCHES PUMP SCHEDUIJE 4- GAS COCK CS CEILING SUPPLY DIFFUSER Lw IEWM AND LOCATM MAW.AND LCL 0 arm NM arm w Frm Noyn CHECK VALVE cit CEILING RETURN GRILLE Do BACKWATER VALVE. CE CEILING EXHAUST GRILLE CDP-1 DUTY CT-1 8 & G 3x3x78 220 30 6.675 3 1750 1.2.3.4.5 "S HIGH SUPPLY GRILLE HNP-1 BUTTERFLY VALVE NOTES: /� N a DUTY 18-1. 8-2 8 & G 1 20-1/208 28 40 6.25 3/4 1750 1.2.14.5 :-1 HE HIGH RETURN GRILLE -2 STANDBY / 13-1. 8-2 1 0 & G I 1/2xl-IZ.2x7Bl 26 1 40 I - J-25 1 3/4 1 !750 1.2.3.45 --- BALANCING FITTING HE HIGH EXHAUST GRILLE 14 93 FLOW CONTROL VALVE KIM )IO]r.S. LS LOW SUPPLY GRILLE C �N:wp TWO-WAY MOTORIZED VALVE Lot LOW RETURN (;RILLS 111111-LINE CIRCILATOR. PROVIDE PIPE SUPPORT PER MANUFACTURER. THREE-WAY MOTORIZED VALVE LE LOW EXHAUST GRILLE z 7 Q PROVIDE W17H MANUFACTURER'S PUMP STAND. RT RECTANGULAR TAP 'o 0 PW DE WITH DISX)NIfECT AND MOTOR STAR-MR. MOTORIZED BUTTERFLY VALVE Tr TERMINAL FILTER PW#WE FLEX PIPE CONNECTION AT PUMP FLANGE. AV AIR VENT Tu TERMINAL UNIT • FLANGE P&T MAPS. STANDARD SEALS AND M104 EFFICIENCY MOTOR MAV MANUAL AIR VENT EM EXHAUST r rm 8 1 EM: OSA OUTSIDE AIR 0 STRAINER WITH HOSE END DRAIN VALVE A. APPLICABLE CODES AND REGULATIONS: 4 10 UNION, H.AWGE SF SUPPLY FAN 1. STATE OF OREGON 1998 STRUCTURAL SPECIALTY CODE. PIPE REDUCER RIF RE*:URN FAN (A 2. STATE OF OREGON 1999 MECHANICAL SPECIALTY CODE. EF EXHAUST FAN I STATE OF OREGON 1996 OREGON UNIFORM FIRE CODE. PRESSURE GAGE WITH GAGE COCK REF ROOF EXHAUST FAN 4. NATIONAL FIRE PROTECTION ASSOCIATION 90A. 908, 99. 101. AIR SEPARATOR SCHEDULE GAGE COCK ACU AIR CONDITIONING UNIT S. OREGON ADMINISTRATIVE RULES 333-76-100 PRESSURE TEMPERATURE TAP ASU AIR SUPPLY UNIT A ANI IWP#409 ND L(=7M an Will M AN%W NOW SMI' NACU ROOF AIR CONDITIONING UNIT THERMOMETER 13. PROTECTION OF OPENINGS IN FIRE RATED ASSEMBLIES TO MEET 14 AS-1 HEATING WATER/MECH ROOM 8 & G EAS-1�1/4 1-1/4- NO. 87 1 cc COOLING COIL REQUIREMENTS OF STATE OF OREGON 1998 STRUCTURAL SPECIALTY CODE. WPP WATER FLOW SNATCH DXC DIRECT EXPANSION COOLING COIL 1. OCCUPANCY SEPARATIONS: COMBINATION FIRE/SMOKE DAMPER. 14C HEATING COIL U IMMERSION THERMOSTAT F FAN C. VENTILATION AIR FLOW RATES: W of (DMA)MM DESIGN LIMAITATMS: 125 PSG 0 350'. PITCHED DOWN FSP FAN STATIC PRESSURE FLANGED CONNECTION. DIRECTION OF FLOW p PUMP 1. VENTILATION A!R FLOW RATES IN GROUP B OCCUPANCIES TO MEET REQUIREMENTS OF STATr- OF OREGON 1996 STRUCTURAL SPECIALTY AIR FLOW DIRECTION CDP CONDENSER WATER PUMP CODE BY UTILIZING ASHRAE 62--89 GUIDELINES. SEE VENTILATION SUPPLY OR OSA DUCT SECTION HWP HEATING WATER PUMP SCHEDULE FOR SPECIFIC ROOM VENTILATION AIR FLOW RATES. ROUND. RECTANGULAR "WID HEATING WATER BOILER o. OCCUPANCY LOAD BASED ON TABLE 2 AND ADJUSTED PER la-n� UNT SCHEDULE RETURNDN RECTANGULAR DUCT SECTION LPN LOUVERED PENTHOUSE SECTION 6.1.3.4 AS APPLICABLE. uw MlAMfVCPJ=AND OOOL FOAARCS ROU . CT COOLING TOWER b. OUTSIDE AIR PER PERSON FACTOR BASED ON TABLE 2. - kFM ta EXHAUST DUCT SECTION ROOM HUminISTAT OR SENSOR 101 TITUS CESV-4 - ROUND, RECTANGULAR c. RACU MINIMUM OSA/SA SET POINT - 1/3. 102 TITUS 200 4 so 3.1 0.2 1 OD ROOM THERMOSTAT OR SENSOR bow 103 T17US DESV-16 32CO 16 1280 2 00 pm-ta INTERNAU-Y IN'AJLATED DUCT AUD AUT*4ATIC DAMPER =3 DOUBLE LINE, SINGLE LINE 2. VENT'! 1,TION AIR FLOW RATES IN GROUP I OCCUPANCY M MEET 104 TITUS DESV-9 am 9 280 2 EAD EXHAUST AIR DAIJ' FR REQUIREMENTS OF 1997 upc By UTILIZING 1998 OAR 333-76-100 105 TITUS DESV-12 1700 12 680 2 FLEXIBLE EOUIPMENT CONNEc'noN OAD OUTSIDE AIR DAM.-'ER TABLE 2 GUIDELINES. SEE VENTILATION SCHEDULE FOR SPECIFIC ROOM VENTILATION AIR FLOW RATES. 106 T1711S DESV-10 1400 10 560 21.6 1.4 1 RAD RETURN AIR DAMPER COMBINATION FIRE SMOKE DAMPER cc TO 0.4 2 107 rli TU S DFSV-8 900 a 360 2 OPT BYPASS TIMER SWITCH 105 TITUS DESV-10 1100 10 440 2 FIRE DAMPER DOCU DIRECT DIGITAL CONTROL UNIT D. SPACE TEMPERATURES: WINTER SUMMER 109 TITUS DESV--10 1400 10 560 21.6 1.4 1 BUTTERFLY VOLUME DAMPVt 110 TITUS DESV--8 600 a 240 9.2 0.6 1 DOUBLE LINE. SINGLE LINE SPS STATIC PRESSURE SENSOR 1. OPERATING ROOM 757. 657. 201 nTUS DESV--8 600 a 240 9.2 0.6 1 TCAC TEMPERATURE CONTROL AIR COMPRESSOR 2. TREATMENT 757. 657. 1 3. ALL OTHERS 757. 757. 20;� TITUS DESV--8 goo 8 3W 13.9 0.9 1 SUPPLY DIFFUSER N.I.M. NOT IN MEC14ANICAL -- 203 203 TITUS DESV-8 900 a 360 13.9 C.9 T SPECIFIED UNDER ANOTHER DIVISION a0 204 TITUS DE SV-10 1400 10 560 21.6 1.4 1 RETURN GRILLE OFrI OWNER FURNISHED CONTRACTOR INSTALLED 205 TITUS DESV-12 1500 12 600 23.1 1.5 1 EXHAUST GRILLE 200 TITUS DESV-6 500 6 200 7.7 0.5 1 (D 207 TITUS DEV-8 wn 8 320 12.3 0.8 1 208 TITUS DESV-8 700 a 280 10.8 0.7 1 209 TITUS DESV-8 700 a 280 10.8 0.7 1 210 TITUS QESV-8 600 8 240 9.2 0.6 1 211 TITUS DESV-12 1500 12 600 23.1 1.5 1 DRAFT CLOSEID CFK= CCKXJNQ TOWER SCHEDULE 212 T17US DESV-14 2600 14 1040 40.0 2.7 1 UNIT al"Am AND LOCATM MAW.AND MDL 0 cru Dr om L-wr OM Lwr OM lomm FM PM PM wfty wri 213 117VS DESV-10 1200 10480 18.5 1.2 1 IF,Will crm w -looL.-p"Imp In 214 TITUS DESV--10 IMI 10 LL480 W I I CT-1 ASIJ-1, MECH ROOM RECOLD JW 35C 220 30 30 30 90 68 19,5w 10 1 1 5,5oo 102 215 --r TITUS DESV-10 I= E M KEYED NOTES 0KEYED MOMS: uj TERMINAL UNIT VA7H HEAT PROVIDE WITH DRAIN VALVE, cl COOLING ONLY WIIMINAL UNIT OOVINER FURNISHED, CONTRACTOR INSTALLED. Pm HEATNQ WATER BOILER SCHEDULE wr earklim#M U"I= Mw.me ax 0 wl B-1 GENERAL, MECH ROOM GASMASTER GM 300 1 3 300 00W 273 11 J -10 -1. 100 150 450 1 7 8-2 GENERAL, MECH ROOM GASMASTER GM 300 273 Il 10 loo 150 450 1 KMD NOIE54 OMER FURNISHED. CONTRACTOR INSTALLED. twit •IM1M� . 115 * 5 V A C G. 4MIM EXPIRATION DATE 12/31/01 j.sm.Maw="on;s2sl Is or Is W�Z Is 10 12 I Hill 11111111 111 tillililI 1111I11 111111 Hill I I I IIIII III lill I'l I I I III I Ak d& Ai &a Am w, aG ,"tyP NI . 2 3 5 6 8 9 10 11 13 14 L j �=Z 00 12x24 SUPPLY DUCT UP IN i CHASE TO AC-1 HS 1 STO I 1 e LLA I TOH I I M 7�- HS:1^ CS-2 2e STS. CTE THROU s-1 I NI E STOR cs CS-2 CS-2 12x24 JcT UP I blaw NCNK Tc HS-I HS-1 HS-1 HS-1 TO_ _ Q/AC-1 CS-2 CS-2 � 11 -1 F PJobt> ---- — - -- — =7:7:77-A tl.L�fJ , CS-2 1 - TU-101 -2 m TU-106 - �0a w law TU-104. 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I ! EAK ESOb -� - EM OJ I I i DUET GOLL TOR 3bbA-fib-b I I % ?AOIfd ~ . two f sop 15 . 8 vtg, �oFRI CK 441I1010 EXPIATION CATE 12/31/01 MEMC ow,29, 11 of 1t ... .. .- r. .r, .r v,,, „,,.r,,,,,;,+n, .«,n w•.>...,.—+ ,., ,�,.w Ta 1. � .t4 �v ,nen.nwewt.rawrr. ....,..�_.-,.... � _-.... ^��+� ,.,ra-ra�,ua ry.,RY�'K-�Aiywq.<.ey rt. -;wi.u.a..YYa.,ti%iM 7J.F,;M:;:X�4•SY/Yn'0.T. 2 to �? a `• .s r ± ;, N y !! iii I f I i �• � �� hid ! i ► IlHlll li�ltl 1llllil iiii�ii i!i!iii ii!,! i!I!i !ii!!!i iiinii iii!!! !n!!!! !!!!!!! !!!ei!r iii!!i! i!!i!!! !iii!!! !ii!!!!I!ii!!!i iiiiii!lii y 4 •., x 1 . ,. � d�nnh�n�il�i�idl��nnlil��nrhliltmli�ilonb�I�aN� �i�unhtiih�nlmtl�n'�i u��hg���uhl�wel�l�ud�s • � ti ,•VOw—_- d..y i NI�fMr' ..n�vr?I!,-+,i..w .. �.R 1r ... _ •.s. -'.r. WIC°'Hv'I'#'IIM.W A M. q�^-'_'T-' `J+.�rtY�.ry ' ,,yy ..,rwTJ_T --- .• •::?uMMIl�,r+' r'[AM�M.{..I�t..N••L•• •�rt•�w,+w+ >_11YIrM,• _Y ti�'1.'Mt'. -•.�!-"Y..-.-. +...�._....yyb. 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PAOMDE WTNNT. ��FLASIM SI CPVC FLUE vEH AND u „ I 76x24 • AS!-1 OUTSIE AMt INTAKE Dt1EOND 21 AI01IE HOOF MND MDSC11EQ1 CLOW J1*M �■■� x � w - AND COUNTE �LRFLAS O& U < a Li r- 7 '0 C cc C El Q � HVAC PLANwar - Ir cn � Fi00F ~ I�Lh/I�IOl�lit s Gomm15 . 10 �t�RIC M M OO r0 *1 • O �.. EXPNRATUON 011TE 12/31/01 m4aw 4w,N,wEc>x' 1t d �t 1. ? 10 i? 14 16 . � ',' , I�.IIt lllilll Illlliliillltll IIIIIIIIIIIIIIi Illlillllllllll IliiIIIIIIIIIII lilllllllllllll Illlllllll!!III IIIIIIIIIIIIIII 1ilIHillI 41f 1AMR a P"I Aft '' ;' + lyq� ,� • 1 IIIHI��IIIII�IIII�ITiI 1 ++*r•a.+.+.*.- .,..w...•,r•aur*+.wr....re�..>h.,.....w.a.w+rr.ve.wr�+r.�..�.........-...,.� .....-.w.:w. .+..r.a....-......wr..+.�-+�..�.,.,�_.rk-.w.aa-w..,..•o...'.<.w,..-s,.. s•.r•A �' •t<l.'f r1�:.. e , OV1'OM AIR PACy111sICNS � Mme, N mmiii An IO NAM u� Ate► M -Aaw-A M67 AM Pl OMM RELIEF VALVE - !� ��� SET O 30 PSIG PRV SET LL 1 TRANS OFFICE 205 100 1.0 20 21 30 p SET • 12 PSI LL 2 TRANS OFFICE 162 100 0.8 20 16 30 - r1 W NPC LL 3 TRANS OFFICE 200 100 1.0 20 - 20 30 1 p ASU-1 1101' TO F I r I lY1" LL 4 PRINT SHOP OFFICE 1591 _ 100 8.0 2V 159 200 I 1 LQ-46-9-- LL 5 P OFF v OFFICE 167 100 0.8 20 - 17 30 �-' ---•-HWS REHEA... I 1 LL 6 COUR _ OFFICE 167 1 0.8 20 17 30 -HyyR -_-___ __r,._ ____--..._------ - t-1 LL 7 GRAPHICS OFFICE 137 100 0.7 20 14 30 I I II LL 10 WOIAENS BATHROOM OTHER243 - - 50 CFM XT 100 100 Lt. 11 MENS BATHROOM OTHER 234 - 50 CFM XT 200 200 b �----� Y1• r� I Iy1- 11 LL 13 SWC AG CC OFFICE 967 100 4.8 20 97 100 ___ _ .♦I _-_- - -II L__ 1 Y1' I 1 Ito I LL 15 BREAK OFFICE 529 100 2.6 20 53 100 1' -•---- I,ID Pip I LL V6 TESTING OFFICE 276 100_ 1.4 20 28 30 \ 2?'---••---''r 0 I 1 LL 17 DPC _ OFFICE 156 100_ 0.8 20 _ 17 30 1 TO FO I t r NEOPRENE r � ERDEMDB Y 4 N� 2 I BELLOWS LL 18 EOU OFFICE _ 166 - 100 0.8 20 _ 17 30 I HNlB-1rr)T1 - LL 20 CONFERENCE OFFICE 515 100 2.6 20 52 100 ♦ SUCTION LL 21 SCRIPT OFFICE 1156 _ 100 � 5.8 20116 150 %F TO DV OV ~•OV(2 TYP•) _1 21 A SCRIPT SER OFFICE 504 100 2.5 20 50 100 29MIGeL HIIIP_2 LL 25 STORAGE OFFICE 392_ _ 100 2.0 20 39 50 LL 27 C. LAB ._� CLASSROOM 654 20 _ r 16.4 20 _ 245 2.8S0 LL 30 PARTS _ OFFICE 193 100 1.0 20 19 30 LL 31 TECH OFFICE 2140 100 10.7 20 214 250 1jj::[��� em MFM DUMMLL 32 PRINT OFFICE 206 100 1.0 20 21 30 NO SCALE 11 33 CONFERENCE OFFICE 308 100 1.5 20 31 50 UL 1 LOBBY _ OFFICE 845 r 100 4.2 20 85 _ 100 KEYED NOTES: UL 2 CONFERENCE OFFICE 237 100 1.2 _20 _ 24 30 10 PROVIDE MEANS OF DRAINING HWS do HWR LINES IN MECHANICAL ROOM VIA UL 4 HR SEC OFFICE 330 100 1.7 20 33 50 HOSE CONNECTION. UL 5 PAY SUB OFFICE 162 _ 100 1.4 20 16 20 © PROVIDE INTERLOCKED TWO-WAY VALVES AT ASU-1 BRANCH AND REHEAT BRANCH UL 6 OF OFFICE 243 100 _ 2.0 20 24 30 TO ALLOW FULL FLOW THROUGH ASU-1 DURINU MORNING WARM-UP. VALVE TO ASU-1 UL 7 BD OFFICE 342 100 1.4 20 3� SO x o TO CLOSE. AND VALVE TO RCHF.AT 3RANCH TU OPEN UPON BUILDING REACHING MINIMUM SETPOINT. _ UL 8 SUP SEC OFFICE _ 276 _100 1.7 20 28 30 z UL 9 SUP SEC OFFICE 398 100 2.0 20 40 50 UL 10 CONFERENCE _ OFFICE 273 100 1.4 20 27 30 UL 11 A SUP OFFICE 347 100 1.7 20 35 40 04 w UL 12 DIR OFFICE 208 100 1.0 20 21 30 p, UL 14 SEC OFFICE 684 100 3.4 20 68 _ 8o 0 UL 15 DIR OFFICE 207 100 1.0 20 21 30 UL 18 WOMENS BATHROOM OTHER 166 - - 50 CFM XT 100 100 UL 19 MENS BATHROOM OTHER 185 - 50 CFM XT 100 100 t UL 22A BUSINESS OFFICE _ 1547 _ 100 7.7 20 155 100 H " UL 228 BUSINESS OFFICE 1547 100 7.7 20 155 200 �..� V UL 23 FILES OFFICE 114 100 0.6 20 11 30 UL 24 STORAGE OFFICE 100 100 0.5 20 10 30 N UL 27 COMM R OFFICE 190 100 1.0 20 19 30 (~ " UL 27A STORAGE OFFICE 86 100 0.4 20 9 30 UL 28 BOARD OFiCE 1069_ 100 5.3 20 107 310 x w UL 30 RISK OFFICE 183 100 0.9 20 18 30 ' 1 UL 31 AD OFFICE 182 100 0.9 20 18 30 ^ U UL 32 OCM M OFFICE 276 100 1.4 20 28 40 UL 33 CM OFFICE 183 100 0.9 20 18 30 UL 34 FOOD-1 OFFICE 183 100 0.9 20 18 30 M UL 35 SS-1 OFFICE 180 100 0.9 20 18 30 UL 36 SS-2 OFFICE 186 1 _ 100 0.9 20 19 30 UL 37 SS--3 OFFICE 595_ too 3.0 20 60 80 UL 38 FOODS OM SEC LES OFFICE 1267 100 8.3 20 127 150 UNIT TOTAL: 2963 4000 Q� 1` PACKAGM ROOFTOP AC UW ECHMULE Room AMEA BEWA D 7PA E MoDmL mom C191 w FM OA wr Nome AC-1 MACHINE ROOM rcco6o 5.0 1950 0.5 4/4 200 9.5_ 700 1 2 3 4 ` KEYEQ tjQTE5o 10 PROMDE WITH MANUFACTURER'S 10OF CURB. (� PRO-ODE WITH PROGRAMMABLE POOLING ONLY THERMOSTAT AND SINGLE POWER ENTRY KIT. ® PRO%DE IMTH ECONOMIZER, 'JAROMETIC RELIEF, ENTHAUPY CONTROL AND LOW AMMENT KIT, �4 ALTERNATE APPROVED MANUFACTURER'S: CARRIER, YORK, LENNOX. ♦� t7 EXH Wr FAN SCHEMAZ K em_ UNIT !ow= cm v mm MOIIOR r" sA�01� �m c: NT_SHOP GENERAL 1500 0.25 1,100 1 2 CABINET LOREN COOK 1 _ u IkT� GENERAL 100 0.125 1150 1/10 CEILING LOREN COOK F- KEYED N0IE5 1Q SUSPEND FROM STRUCTURE PER MANUFACTURER'S RECOMMENDATIONS. F- I�vtSIONli� EMP .Y FAN EC**EULI.E uw a% IF llrM roeumm Mw� �Awos SF-1 BREAK ROOM GENERAL 160 0.25 1500 1/6 CABINET LOREN COOK 1.2 KEYED NOTES Q SUSPEND FROM STRUCTURE PER MANUFACTURER'S RECOMMENDATIONS. �Ro ® PROVIDE Wr17H 3-STAGE. 2KW ELECTRIC DUCT HEATER. IHOEECO WITH CONTROL OPTION -G'. `+O1n•,� PROVIDE 07H DP"ARM AN TEMPERATURE SENSOR TO MAINTAIN 7O• DISCHARGE AIR. 15 . 11 ��FRI CK 0. 4411 CS EXPIRATION DATE 12/31/01 �. leaf ,• l 10 12 14 6 L 4 �. . 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I HEATWG VALVE WEATHERPROOF - Z w' HOUR (3-WAY *lERE ENCLOSURE be OPERA ANION BUTTON �—(DO � (� E 3/40 BALL VALVE DUCTWORK � I FORCOOLING WITH HOSE ENO ANCHOR TO CURB -- (DIV -15) I I ADAPTER WITH SCREWS 12' O.C. .+ a ONLY T.U.s.) r�(N) i ALL ��� SECURE CUR@ ROOF (NOTE 1) TO ROOF USING rER CGDE FASTENERS • STORM WtWEtroCITY I I (WD CONTROL)* I 12 O.C. BEFORE 6; LONG AIR CHAMBER :::::.•.•.•.•. - L----- - ---- ----� MAIN AT HIGH POINT OF ` INSULATION & PIPING. SAME SIZE AS ROOFING �-� MAIN. FLASHING 1 I I I ROOF I I I I 3WTAL ' AM I I (°lm I 4 DEALAR HENT �A� r I NO SCALE 1. ROOF - SEE ARCHITECTURAL AND 1 STRUCTURAL PLANS FOR DETAILS. N LEI& r amI I I .1 NO SCALE I I IECONOMIZER 0) I I DAMPER -- I I CONTROI. a I I r n OIX&ATE VFD TO � pq I I I I Li I � SPS RE OAO SIGNAL SELECT RAD RAD � a M -- N.C. M.G. N.O. Z CONTROL SATISFY MOST OPEN EMERGENCY TERIONAL (BDD TYP 2) I T.U. (TRAV) ERt�WCAP SIZE w I ISOTCH AIR VENTS ON Tyre DUCT SIZE+S 1/20- PROVIDE WEATHERTIGHT ACCESS 04 ROc�Ir I CWT T I © SM ONLY. ENDS PANEL ADEQUATELY SIZED FOR I I 2/3 DOWN LONGEST ARE BLANK. //ACCESS TO DAMPER WEIGHTS 0. jOPTIMAL I DUCT RUN 1/2 CAP SUE � c ( START. DSD NIGHT PURGE I CONTACTS TART/ST AND N.LL TERMINAL I I T5-4 TERM. b BIROSCREEN F+ ~ OCCUPIED CDP-1 DALI�F 1 INF fX)l IAl F' I INE Hamso EOIXE I FAN ON _ 2x8 MINIMUM U N I I TERMINAL CT-1 QD W • ROOF CURB BY GENERAL CONTRACTOR (~ w I L_ I 4V (DO)—0 (ALARM FAIL) (00) EF-1 RADIUS C RENT J EF-1 1 I EXMT DI1CT %ZF W ELBOW ID OM I I TOILET MORE THAN 30' < I I ROOF OPNG - R--W/2 U I I DUCT Siff+1 all .M rs U1I ICURB SIZE < r I DUCT SIZE + 4- UP L - - ----------_ cm MAAW DOWN 7 .1 NO SCALE Pl�l S.1 NO SCALE 9�'.SEI B�WS.r1n415( � 01 DOC SYSTEM INTERFACE WITH MCOUAY MICROTECH PACKAGE CONTROLS. ® 1 tS' MAXIMU RESET STATIC PRESSURE SE It'OINT. INSTALL STATIC PRSSURE SENSOR TUBE. MOUNT DAMPER MOTORS AND WARE MK>tOTECH OUTPUT SIGNALS UP ROUND OR 40 INSTALL OUTSIDE NR SENSOR. RECTANGULAR FE MAIN DUCT:::l ® OCCIPIED HOUR VENTILATION START OF EF-S. DOWN 1 ® PROVIDE OCCUPANCY SENSOR FOR BOARD ROOM. CURRENT SENSING SWITCH L __ -- •-.. -_-. _- _- LE AA — (� SET 019CNARGE TEMP. AT MAXNIUM DURING MORNING WARMUP. _ PROGRAM I BG •� ALLOW' VALVE TO MODULATE AS RETURN NMS.R WARCV (C) FAIL (DO)�H%%P-1 � ELBOW 1 HWP-11 ALARM I COMPLETE N WC TO INITIATE FACTORY SEOUCNCE: OPEN START DAMPER. STAICT SPRAY PUMP. STMT FAN. I LAG 0 � _Wt HWP-21 ) RUMP (DO)_0HWP-2 I I MAIN DUCTSTART W���� I ANYTIME I W OST < 40fWt+ W _ W 2 cv LEADAAG tv .§ 0 PROGRAM 10 8-1 MITER JU O START OF TIMAL' 1 HWP-3 '�,� i5 ASU-1 I (SND) PRESSURE TAP-4 C V� 1 9-2 DOWNSTREAM OF TERMINAL UNITS AND •� 8 (�)� AT RETURN DRANCHES AND EXHAUST SERVING BOILER I •� • START I HLEN4 ONE OUTLET. E r - - _- _- -- - - - -- -- ---- � FAIL - 1 LAG I (BLEND) I I CV F---_(a) BOILER BOER I LATERAL B ROUND OR •C SENSOR MACHINE ROOM I I (H1N9 t) I ft ALARM I �� RECTANGULAR �•T Q �- CT -----(AI)-� (MOFMTOR/ALARM) I f- (a) SE20TINT ROUND I Q H a I A1�OR (HWB--2) 1 ALARMI ttaw T.7 _ -�--•- FLOAT SWITCH 1 I xa�uT I LW +Wi W2 UU BY 15400 ((AI)) ALARM I I SIGNAL - ISELECd I - 9-1 I I MOST -- - -(AO) 9-2 T-0 Cv I TURE VALVE _ ICONTROL RECTANGULAR TEMPERATUSENSOR RE 1 t 17.0E t W X A+B W X A I�vlek� LANEOUS (N) I W X B I .1 ICLOSE NO SCALE I I HW5 I Looe I VOTER EL9OW MANCH —' I VALVE _ (DO) RECTAN(A1LAR I DURING pffS51.lRE TAP MORNING I I WARMUP ---- 1 UPSTREAM OF TERMINAL UNITS AND L-•---- - J 2 Am "" CM DOWNSTREAM OF RETURN AND EXHAUST 5.1 NO SCALE BRANCHES SERVING MORE THAN ONE OUTLET. 6CONTWL .1 NO SCALE NOTES* Q BALANCING DAMPER REOUIRED FOR EACH LOW ®ALL MITER ELBOWS TO HAVE TURNING VANES. �xxA+ PRESSURE SUPPLY, RETURN AND EXHAUST BRANCH @ 90 DEGREE TEE WITH OVAL TO ROUND TAP. 15 -13 SERVING UNE OUTLET. Q 32x14 - FIRST DIMENSION IS THE SIDE SEEN. IN SECTION ®45 DEGREE ENTRY, a�aeM THE FIRST DIMENSION IS THE HORIZONTAL SIDE. .��'►�x ••��4. �ERICK E 41"AW ExPIRATION DATE 12/31/01 :ppd ao:er is of nor M� 0 NOW IN to,. v.., ,. . .r,,. .... •,' 'I' f '' , tr • •} • ' f!: l�ll�il r1 d ' X1111 tl'lf (III�J i���:l�lllfl;I �tflf� ' II•ilTllllllllll 111111111111111 1111111!1111111 111111111111111 1111111111!IIII Illlllflllillll 111111111111111 111111111111111 III1111111 ► w. r xu s dnniti tml �Mld �uldiRl�ud�I�hnlli�i�mdlIiil�larIANINHIIndNIIm�h1111in�f �mlmd�l�i ,.' .....«,...,-,�........_.Yr.+.r-.•.-..w,....,.... ....-.... _.. ....._....,rrr-.-.,.-..w .n<...-+.........__....ww.....,,..,.......,,,.<..—.•_.,.................,.....,.......•,............r................-.•..-,�.• ..c..... .:_.... _._� �._.,_ ":..-: .. ;a. . - ... .n•. .......rw.«.'..•a.........,-.,...,..+w.-w,.......•».+—w......+r.x.er•-+iv..w • f -...... sob-la..r . r'A.s.:w '.r.�M' _: vMYrYi.r. �.- •..,,. -. .M..._ • .. ...r. . �.�ry1► .. .J • �M..aaR=�--iy..-fS-r.7.. .. .^.a...0.�1G..--..r�.w+slG•....v.+e+n..+,�+w�rrw.r..wr.w.+-....w.n+eT1YM^.....anAe+•_:aD.Cv►u1.Yle. .'-WI�v...... .. . a»wr6'r NY�Y•M l ey.. rr� I ,rj�.