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Plans BUP2015 - 00320 RECEIVED 0�» ' ° o CRC HEALTH OFFICE �❑ LU > 0z 0 NOV 4 2015 'JJ o z W CITY OF TIGARD �❑ 0 BUILDING DIVISION �Oix m U _ Q r/LLU w TENANT IMPROVEMENT ^/J 0 _.... .- U) Z L-0 < F O r • 6 � Z W c) o I CODE SUMMARY PROJECT DIRECTORY INDEX OF DRAWINGS Q FUNCTION OF SPACE IS OFFICE UNLESSTHIS PROJECT COMPRISES THE INTERIOR REMODEL OF AN EXISTING BUILDING ~ ~ L 2 OTHERWISE NOTED. MAXIMUM EXIT ACCESS TRAVEL DISTANCE:94' FOR AN OUTPATIENT DRUG ADDICTION TREATMENT FACILITY. SCOPE OF WORK OWNER: GENERAL — Lu < WHICH IS<200'ALLOWED PER OSSC TABLE 1016.2 GREENBURG ROAD CENTER, LLC W j, TOTAL OFFICE AREA:4,379 SF 1100=44 OCC TO INCLUDE 5,692 SF OF 7,240 SF BUILDING. G-001 TITLE SHEET = m w w /. 22020 17TH AVENUE SE, SUITE 200 H a > m ncredrb f BOTHELL, WASHINGTON 98021 V = o f w ARCHITECTURAL 0) LO P 1 ZONING CODE PHONE: (425)485 4850 U cr) m CLASSROOM: CLASSROOM: • • £ t>t A-100 SITE PLAN 202 SF 120= 155 SF/20= PLANNING ZONE: MUC-MIXED USE COMMERCIAL TENANT PROJECT OWNER): � Q Q � `� 1. ( ) A-102 FLOOR SCALE FLOORPLANS&&DOOR 10 OCC 8 OCC BICYCLE PARKING REQ'D: 3 ACADIA HEALTH CARE 1 i 1 BICYCLE PARKING PROVIDED: 4 BLACK MOUNTAIN, NORTH CAROLINA SCHEDULE I PHONE: (408)688-8086 A-103 REFLECTED CEILING PLAN& DETAILS D • +Rl WAITING AREA: �- - - - VEHICLE PARKING (INCLUDES NEIGHBORING CONVENIENCE STORE TO SOUTH) A-201 INTERIOR ELEVATIONS � ^ `� MIN REQ'D: 41 ARCHITECT: A501 DETAILS D (, he Che EXIT 30 SF/7=4 OCC CARLSON VEIT ARCHITECTS P.C. `� ,5 f f C MAX ALLOWED: 67 3095 RIVER ROAD N �� LJI_J:Nw m k STORAGE PROVIDED: 60 SALEM,OREGON 97303 PLUMBING "V WNW • 59 SF ADA PROVIDED: 3(2 NEW PROPOSED) PHONE: (503)390-0281 VG D. 06 IT FAX: (503)390-2459 P-001 PLUMBING LEGENDS, NOTES&SYMBOLS r • t �INt41w P-002 PLUMBING SCHEDULES ! i ; 1 SITEWORK TO BE DONE UNDER EXISTING MINOR MODIFICATION MMD 201500030 • 1 P-100 FLOOR PLAN PLUMBING t nr/ i GENERAL CONTRACTOR: SA l'J1,OnwON r WHITE OAK CONSTRUCTION, INC. P-200 PLUMBING ENLARGED PLANS O� .; cwwst $WCwd3t' P-300 PLUMBING DETAILS a EXIT BUILDING CODE 2455 RIVER ROADS !( GOVERNING BUILDING CODE: OSSC 2014(IBC 2012) S. SALEM, OREGON 97302 �.t c & Sw� i PHONE: (503)588-3081 MECHANICAL 0 M • ' OCCUPANCY GROUP: B FAX: (503) 588-3093 M-001 MECHANICAL LEGENDS &SYMBOLS ` - WAITING AREA:412 SF/7=59 OCC PREVIOUS OCCUPANCY GROUP: M SM-002 MECHANICAL NOTES LV < (2 EXITS REQ'D, 3 PROVIDED) ADJACENT OCCUPANCY: A-2 T MECHANICAL& ELECTRICAL ENGINEERS: M-003 MECHANICAL SCHEDULES OCCUPANCY SEPARATION: EXISTING TO REMAIN y� STORAGE r — SAZAN GROUP M-100 FLOOR PLANS HVAC 16 SF /� - CONSTRUCTION TYPE: V-B, NO FIRE-SPRINKLERS 111 SW FIFTH AVENUE,SUITE 2120 M-101 ROOF PLAN HVAC _ PORTLAND, OREGON 97204 M-200 SOO P & ID © ,k� i - MVONc� (. O PHONE: (503)416-2400 M_ / . . . . ROOM: OCCUPANT LOAD: 300 MECHANICAL DETAILS 151 SF/15= FAX: (503)267-1701 OFFICE: 4,379 SF/100 SF PER OCC 44 OCC O 10 OCC ASSEMBLY, CONCENTRATED: 442 SF/7 SF PER OCC 63 OCC ELECTRICAL W ASSEMBLY, UNCONCENTRATED: 151 SF/ 15 SF PER OCC 10 OCC E-001 ELECTRICAL LEGEND&GENERAL NOTES a STORAGE CLASSROOM: 600 SF/20 SF PER OCC 30 OCC SMdy - E-002 LUMINAIRE SCHEDULE 75 STORAGE: 150 SF/300 SF PER OCC 1 OCC E-003 ELECTRICAL SCHEDULES O TOTAL: 5,692 SF 148 OCC E-100 SITE PLAN-ELECTRICAL l ! •T �" E-200 FLOOR PLANS LIGHTING ! CLASSROOM: O O E-300 FLOOR PLANS POWER/SIGNAL a ' + � MEANS OF EGRESS-TENANT AREA k` 243 SF/20= E301 ROOF PLAN POWER/SIGNAL I S 12 OCC EXITS REQUIRED: 2 E�400 PARTIAL ONE-INE &PANEL SCHEDULE EXITS PROVIDED: 3 I;_,m, SW Worth `` • sA SW NorthD•1000St `; E500 ELECTRICAL DETAILS EXIT WIDTH REQUIRED: 0.2 x 148 OCC = 30 IN I i i EXIT WIDTH PROVIDED: 3 EXITS x WIDTH = 108 IN EXIT ` -- PLUMBING FIXTURES _ OCCUPANCY GROUP B: 148OCC (74 M,74 W) MATERIAL REFERENCE (�; 1 i'. I 11 SM WATER CLOSETS REQ'D: azs FOR FIRST 50,THEN&] =6(3 M, 3 W) P� 9� MAXIMUM COMMON PATH OF EGRESS TRAVEL: 53' TOTAL WATER CLOSETS PROVIDED: =6(3 M, 3 W) WHICH IS < 75'ALLOWED PER OSSC TABLE 1014.3 LOOSE, LAVATORIES REQ'D: d4o FOR FIRST 80,THEN Y.01 =4(2 M,2 W) EARTH BATT INSUL ® FINISH WOOD TOTAL LAVATORIES PROVIDED: =6(3 M,3 W) p CITY OF TIGARD GRANULARo RIGID DIMENSION 3 FILL L INSULATION ® WOOD ADJACENT SUITE, NIC REVIEWED FOR CODS COMPLiANCB LU OT BRICK j OFFICE COPY ® BRICK ® GLASS ®�- TILEACOUSTICALAppW W ®� lCtnsltii� -r��- CONCRETE METAL I r 7 co GYPSUM (� Q I X64 Addt> Lwt — L_i WALLBOARD � w 0 Suite _ . PLASTER,RPLYWOOD CERAMIC TILE 0 > U LOCATION MAP FIRE & LIFE SAFETY PLAN sr D� r� CONCRETE w „ S NTS fn- 9 ASPhULLT ® co MASONR UNITS NITS J W N W � ABBREVIATIONS (REFER TO CONSULTANT DRAWINGS FOR ADDITIONAL ABBREVIATIONS) SYMBOLS / LEGEND = zoo y Quo AB ANCHOR BOLT of DRINKING FOUNTAIN GA GAGE MAIL MATERIAL PAF POWDER ACTUATED S SOUTH VCT VINYL COMPOSITION TILE EXISTING WALL TO REMAIN ROOM NAME t U z Q ACST ACOUSTIC DIA DIAMETER GALV GALVANIZED MAX MAXIMUM FASTENER Sc SOLID CORE VERT VERTICAL 101 0 LV U c ADJ ADJUSTABLE,ADJUST DIM DIMENSION GB GRAB BAR MB MACHINE BOLT PBD PARTICLE BOARD SCR SCREW VNR VENEER a U F- AFF ABOVE FINISHED FLOOR DIV DIVIDE, DIVIDED, DIVISION GL GLASS MECH MECHANICAL PL PROPERTY LINE, PLATE SO SOAP DISPENSER, VTR VENT THROUGH ROOF _ _ _ _ _ _ EXISTING WALL TO BE A 1 A 1 ROOM FINISH SYMBOL ALUM ALUMINUM DR DOOR GLB GLU-LAM BEAM MFR MANUFACTURER PLAM PLASTIC LAMINATE SMOKE DETECTOR, REMOVED 8'-0" revisions: ANOD ANODIZED DS DOWNSPOUT GYP BD GYPSUM BOARD MH MANHOLE PLBG PLUMBING STORM DRAIN WAINS WAINSCOT Q APPROX APPROXIMATELY DTL DETAIL MI MIRROR PLYWD PLYWOOD SF SQUARE FOOT W WEST,WIDE, WIDTH STEEL STUD WALL ROOM NAME ASPH ASPHALT DWG DRAWING HB HOSE BIBB MIN MINIMUM PNL PANEL SHTHG SHEATHING WC WATER CLOSET ROOM NAME SYMBOL Q HCP HANDICAP, HOLLOW CORE MISC MISCELLANEOUS PR PAIR SHT SHEET WD WOOD 101 BD BOARD E EAST HDR HEADER MO MASONRY OPENING PRKG PARKING SIM SIMILAR WDW WINDOW Q WOOD STUD WALL Q BLDG BUILDING EA EACH HDW HARDWARE MT MOUNT PTD PAPER TOWEL DISPENSER SPEC SPECIFICATION, WH WATER HEATER BLKG BLOCKING EF EXHAUST FAN HC HOLLOW CORE MTL METAL PTN PARTITION SPECIFIED W/0 WITHOUT VIEW OF SECTION BM BENCH MARK, BEAM EJ EXPANSION JOINT HORIZ HORIZONTAL PT POINT SPKR SPEAKER WP WATERPROOFING O KEY NOTE TAG Q BOT BOTTOM EL ELEVATION HS HOLLOW STEEL, N NORTH PVC POLYVINYL CHLORIDE SO SQUARE WRB WEATHER RESISTIVE SECTION CUT SYMBOL BUR BUILT-UP ROOFING ELEC ELECTRIC, ELECTRICAL HIGH STRENGTH NIC NOT IN CONTRACT PVMT PAVEMENT SSK SERVICE SINK BARRIER WALL TAG ELEV ELEVATOR HT HEIGHT NL NIGHT LIGHT SST STAINLESS STEEL WT WEIGHT A SHEET NO. WHERE DRAWN date: 10-30-2015 CAB CABINET ENCL ENCLOSURE HVAC HEATING VENTILATING NO NUMBER QUAL QUALITY STD STANDARD WWF WELDED WIRE FABRIC project: 08015 CB CATCH BASIN, CORNER BEAD EQ EQUAL AIR CONDITIONING NTS NOT TO SCALE STL STEEL FIRE EXTINGUISHER DETAIL NUMBER CG CORNER GUARD EQUIP EQUIPMENT HW HOT WATER R RADIUS, RISER STOR STORAGE SYMBOLS USED AS ABBREVIATIONS dwg file: G-001-08015 CHBD CHALKBOARD EW EACH WAY OA OVERALL OUTSIDE AIR RC RESILIENT CHANNEL STRUC STRUCTURE, f ANGLE CI CAST IRON EXIST EXISTING INSUL INSULATE, INSULATED, OBS OBSCURE RD ROOF DRAIN STRUCTURAL @ AT O WINDOW MARK DETAIL CUT BUBBLE drawn by: NW CJ CONTROL JOINT EXP B EXPANSION BOLT INSULATION OC ON CENTER RECEP RECEPTACLE SUSP SUSPENDED CL CENTERLINE Checked by: CDC CLG CEILING EXT EXTERIOR INT INTERIOR OCEW ON CENTER EACH WAY REF REFERENCE, CHANNEL SHEET NO. WHERE DRAWN CLR CLEAR, CLEARANCE INV INVERT OD OUTSIDE DIAMETER REFRIGERATOR T TEMPERED,TREAD d PENNY Copyright p 2015 CMU CONCRETE MASONRY UNIT FD FLOOR DRAIN OFCI OWNER FURNISHED- REINF REINFORCE, TEL TELEPHONE R PLATE, PROPERTY LINEIAFE) VIEW OF ELEVATION Carlson Veit Architects P.C. COL COLUMN FDTN FOUNDATION JAN JANITOR CONTRACTOR INSTALLED REINFORCEMENT T&G TONGUE&GROOVE ® DIAMETER, ROUND NEW DOOR 8 CONC CONCRETE FE FIRE EXTINGUISHER J-BOX JUNCTION BOX OH OVERHEAD REQD REQUIRED THK THICK THICKNESS, 1 PERPENDICULAR DOOR MARK TITLE SHEET CONSTR CONSTRUCTION FEC FIRE EXTINGUISHER CABINET JST JOIST OPG OPENING REV REVISION, REVISED THICKENED INTERIOR ELEVATION CONT CONTINUOUS, CONTINUE FH FIRE HYDRANT JT JOINT OFOI OWNER FURNISHED- RHWS ROUND HEAD WOOD SCREW TOC TOP OF CURB CONTR CONTRACTOR FHWS FLATHEAD WOOD SCREW OWNER INSTALLED RM ROOM TPD TOILET PAPER DISPENSER CNTR COUNTER FIN FINISH, FINISHED KD KNOCKED DOWN OPP OPPOSITE RD ROUGH OPENING TYP TYPICAL EXISTING DOOR TO SHEET NO. WHERE DRAWN CRS COURSE, COURSES FIN FLR FINISHED FLOOR ROW RIGHT OF WAY REMAIN CSK COUNTERSINK, FL FLOOR LAM LAMINATE ULMT UNLESS ERLAYMER T 1 Sheet: REVISION CLOUD& COUNTERSUNK FLASH FLASHING LAV LAVATORY LION NOTED OTHERWISE �� EXISTING DOOR TO BE REVISION NUMBER G 001 CW COLD WATER FTG FOOTING LS LANDSCAPING FOS FACE OF STUD LT LIGHT UR URINAL REMOVED of: 1 EX STING CONIC SI GENERAL NOTES DEMOLITION NOTES CONSTRUCTION NOTES RJ"IVED 3I ' 1. MAP: 1 S 1 35BC,TAX LOT: 202 AO REMOVE CONIC WHEEL STOP O CONIC SIDEWALK-POUR OVER EXIST ASPH PVMT. PBICYCLE R7/A-501 ED ROCK Z E SAW-CUT EXIST SLAB 2. PLANNING ZONE: MUC-MIXED USE COMMERCIAL (DMAX SLOPE IN ANY DIRECTION =2°6. POUR EDGE OF -100 DE 2 j`5U' o. o NON-SLIP SURFACE B REMOVE CONIC LANDING SLAB AT BUILDING WALL LEVEL W/FLOOR ELEVATIO T' cncn AT DOORS i w 1 C NOTE NOT USED `� U) 0O F 1 O PRECAST CONIC WHEEL STOP S pO SAW-CUT&REMOVE EXIST CONC SIDEWALK FOR CURB RAMP 1 w 0 O3 EXIST 4"W PAINT STRIPE. EXTEND TO DIMS SHOWN O SILT SACK IN CB- SEE DTL 4/A-501 U O x a O O4 NEW 4"W PAINT STRIPE 0 Z �' W w o � w OS PAINTED SYMBOL O ZIn � MAX 1/2' LEVEL CHANGE AT PAVING EXISTING CURB N ~ rr�� o � V J U o Z TRANSITION ACCESSIBLE — — — — — — — — W o Z a — — ROUTE STRIPING — — — — — — — — — — — — — — — — � W � '� U Q w r X - X - CURB RAMP ~ W < 1 WCO W Luit m EXIST PAVED PARKING U r°') m x I (E)TRASH CORRAL a `'� � x (E) LANDSCAPING / Q O x O /, s��D AR/� x L X x — ( G M// (E) PLANTER (E) CHAIN LINK FENCE - (E)LANDSCAPING �Z 1 iG 0�fi1^' ^„) g ,$. q I m If # / CB RIM EL= OF T �r - 1 o 4l`v - T - 8 97.8T ' i uj EXIST PAVED PARKING I �C wsm _ r w a. x 3 'mil 3 TYP 3 1 /k I Q O A TYP 4 I �soi IN o 16'-6” 24'4)' IT 6" 4"-0' H Z � 1� C) 20 (E) LANDSCAPING LLL O x EXIST PAVED PARKING O 1 \ = m c+4 \ J � Wn LLJ x z \ UJ W W 0 x W 2 a c Q C F U 5 � � wc��DQ a — — — — — — — — — — — aUl— C> 1= 8 c s= (E)PLANTER revisions: F= a I Q PROP LINE 11-30-2015 W. PROP LINE t RELOCATE ACCESSIBLE PARKIW U O Q CL a Q # I date: 10-30-2015 project: 08015 _ dwg file: A-100-08015 drawn by: CDC checked by: CDC cop 2015 Carlson Veit Architects P.C. - - I SITE PLAN x x �� SITE PLAN sheet: A- 100 of: 6 FINISH KEY LEGEND DEMOLITION GENERAL NOTES ROOM NAME EXIST 1-HR RATED DEMISING WALL NAME ❑� (D WALL TO BE REMOVED 1. PROTECT PORTIONS OF EXISTING CONSTRUCTION TO 101 ROOM NUMBER REMOVE EXIST GYP BD, SCREW C0 � CO) REMAIN FROM DAMAGE. TRACK TO EXIST STUDS DUCE m� [I❑❑ w c^ N A 1 A 1 FINISHES j+(,�1j LI jv� 5/"TYPE"X"GYP BD EA SIDE: W z °' u 8'-0" CEILING HEIGHT O Z w 2. PROVIDE BARRIERS, SAFETY GUARDS,AND WARNING FIRE TAPE TOP SURF, O 4 P DOOR TO BE REMOVED SIGNS WHERE NECESSARY FOR PUBLIC PROTECTION. FIN TAPE BOTTOM SURF DEC 9 2015 x ¢ w \y ROOM FINISH SCHEDULE Ix CC 3. ALLOW NO DEBRIS TO ACCUMULATE IN BUILDING, OR ON 6"STEEL CLG JOISTS V U O < GROUNDS, STREETS OR WALKS. LEAVE SPACE BROOM FLOOR BASE WALLS CEILINGS @ 24"D.C. t ITYOFTIGARD — w r- PLUMBING FIXTURES TO BE REMOVED CLEAN. 'UILDING01WsrON CL w . W GYP BD/SEMI- SUSP GRID& O _ -� Lj A CARPET 1 4" RUBBER BASE A 1 CONT TRACK 4. RECYCLE DEMOLITION DEBRIS TO THE GREATEST EXTENT GLOSS LATEX PAINT ACOUST TILE (n Z (¢n FEASIBLE. N ' C� EXIST WALL TO REMAIN VINYL COMP GYP BD/SEMI- GYP BD/ _ 8 2 6" RUBBER BASE B 2 2 z 5. CAP LINES OF PLUMBING FIXTURES TO BE REMOVED TILE GLOSS EPDXY PAINT LATEX PAINT HALLWAY HALLWAY U LU r, O BELOW FINISHED FLOOR OR IN EXISTING EXTERIOR WALLS. 3 5/B"STEEL STUDS, � o Z 2 EXIST DOOR TO REMAIN B. CONTRACTOR TO VERIFY CONDITION OF FLOOR SLAB& C SHEET VINYL 3 C 3 135 WALL CONSTRUCTION 122 W X O — PROVIDE FLOOR PREP AS NECESSARY FOR INSTALLATION PER DTL 3/A-103 U- w OF FLOORING MATERIALS. D LUXURY 4 D 4 W w DEMOLITION NOTES VINYL TILE CONT TRACK A (CD 32'WO wDR V UC. 9 OA REMOVE ALL FLOORING, WALL BASE&ADHESIVE CONSTRUCTION NOTES `/ Q Q m `" OB REMOVE TOILET PARTITIONS CORRIDOR SECTION 2 CORRIDOR SECTION CO REMOVE CASEWORK (D6*STEEL STUD WALL ©OFOI SERVER FRAME OD RE-ROUTE EXIST DOWNSPOUT2O PROVIDE BLOCKING FOR TV MONITOR @ 6'-0" O WINDOW BLINDS �If AFF,VERIFY LOCATION W/OWNER OE REMOVE WALL& PROVIDE FRAMING FOR NEW DOOR O8 REPAINT EXTERIOR SIDING. MATCH EXIST O3 OFOI MEDICAL SAFE: 20"X 21"& 1,7100 FOR COLOR&SHEEN C IG D#CAR N O SAW CUT SLAB&TRENCH AS REO'D FOR NEW DISCAR OF CORRIDOR PLUMBING LINES,VERIFY LOCATIONS W/PLUMB O CHAIR RAIL Q 32'AFF 9 END FI - 11111,1110111111111111 11111111111 11 CAEGON OG REMOVE EXIST DOOR&FRAME OS REPAIR& REPLACE CONC FLOOR SLAB 10 1-HOUR FIRE-RATED WALL, SEE DTL 2/A-103 2 WHERE REMOVED FOR PLUMBING LINES I �H REMOVE EXIST SUSP CLG, SALVAGE TILE FOR RE-USE 11 COILING FIRE DOOR, 20 MIN RATING r O INTAKE EXAM 1 1 2 3 1 2 A l0A 1 C 10A 1 3 91-W W-Ir W 10'-4" 10'-4" 20'-0" 11'-10" T-W 8'-8" t 9'-9" U) CVERIFY c� OFFICE OFFICE HALLWAY CLASSROOM A 107 MED DIRECTOR 101 1 122 103 CLASSROOM S A 107 (/ A 1 A 1 w W A 1 A 1 A l A l D 1 A 1 A t A t 104 5 $'-11 1 " A o 9'-0" 9'-0' 9'-0' 9'-0" II I A 1 A 1 TYP B \\ ,I k 2 o A 9'-0 UON TYP A t , V I A A A 10 / 4$" •. 1� E I 14 I p122 1 TYP HALL MD WAITING L A 10'-4" 5'-4" 10'.4" 10'-4" Bi `' ,oe o ,os . .108 L I/ qt r A A A 1 A 1 , _ - A 1 A 1ftil i� CLINIC 1A OFFICE 3'-3"ryP """ DIREZ`OR A 14 i A 12 A l 1 Z 'A 4-4• 'A :. ''_ WARTSICOPY 9'-0" 2 6 PRIVACY 1t8 r - - -H10E 7 1N 126 a,oz � ` � i1B A "A 3 RECEPTION2 I 112 8 PRIVACLiffi 12T 19'-0"LAIN CLEAR.TYP A A ".001 117 A 1 4 10 OFFICELWAY OFFICE • Ply p - NPo 1I - - _ LU A 12A 1 ' A 12A 1 0' 120 : PRIVACY 118 A 9-0' PA F 9 0" A 1 A 1 116 A I I 5 4 Z 9-0" TYP 'r 5'-9" t4'-11" W cW rn VERIFY 3 �/ 8 'DEFJG!< - .PA yWYT1HC • - 77-- ,4tox 128 130 i 115 i ,13 + W W o �1 II F TMA STORAGE A S A I TYP A 8,-0A• I I '4 VESTIBULE e � D 5-0 1 / 2 4 W �>/ � II (/ 129 114 r 10- - _ - - 2 tM I TO L.L � �� 8111 A 1 - I � /TMP �- �,�tm O A 10 .Lam M I I y/ 9'-0" P 17➢ 1A 130 O 11D .^4 <A� 11 9I MEN UA m TYP ~ W N VJ 140 i- J Uj r— 131 t32 1� 11" 1 a 1r��" ` 1� 1M w N SUPERV JgNR 1 ` B OFFICE OFFICE 119 137 141 BREAKROOM I w CLINICAL �Q Cl) m 131 132 I A 1 A 1 C B 2 Ate, I SUPERVISOR o A EN UA '� m W ((O Q 3 o u .. 7 A 1 A 1 A 1 A 1 ` 9'-T '-0" 138 I i- 6 I m G ` H wam 9'-0" 9'-0' ` 13T / A 1 A 1 tat wam CL V ~ F- COi i TYP IV I 133 U4 1014" '_1• OFFICE MENQ COD MEN revisions: I A A io 139 I 142 146 Q S � PLAN 1 1-30-2015 `. OFFICE OFFICE i%) -. _-- CLASSROOM.,_ A 1 A 1 = ,x�nErvcoA,weN1 C — - _._ I Q 12-8-2015 ,34 73s s'-D" o ,42 116 i 12-8-2015 134 coMwexrs A t A 1 A 1 A 1 A 1 A 1 A A I I Q 123 9-0' a-0' 136 131 143 IN B A A A A Q EN 143 46 E � II I date: l0-30-201544 y HALLWAY project: 08015 EXIST 1-HR ,36 10'-7" 4'-11" T-1" 8-11' t4'-6" dwg file: A-101-X-08015 DEMISING WALL ,1 A 1 VERIFY drawn b NW TO REMAINF s'-0 y checked by: CDC ADJACENT SUITE copyrlghtO 2015 i ,648 sF Carlson Veit Architects P.C. FLOOR PLAN & SUBWAY RESTAURANT: OCC LOAD<50 B OCCUPANCY GROUP DEMOLITION PLAN _ a D — - - L sheet: a - A- 101 DEMOLITION PLAN FLOOR PLAN " 1/8"= V-0" of: 6 DOOR SCHEDULE WINDOW SCHEDULE CONSTRUCTION NOTES DOORFRAMEQ m U o w O 4'-0" HIGH FRP WAINSCOT 7O WALL-MOUNT KRONOS TIMECLOCK @ 48"AFF ❑❑❑ Z O m O c.) o Z N 2 12"0 CONVEX MIRROR WITH ADJUSTABLE WALL 8 a " w f, N Z w O y O O /� FIRE-TREATED PLYWD DATA BOARD, NO FINISH:4' ❑❑❑ rn > F O U ¢ w w = m Z m rn a MOUNT, MOUNT @ T-0" WIDE X 8'TALL W/BOTTOM @ 6"AFF, CENTER ON WALL LU o z w DOOR SIZE 2 w 2 ¢ J C7 WOW NOMINAL WINDOW w Lu U21 U m w N O REMARKS G 3 . J' O ~ U w z p a qa qa _ a ( ) O3 2 4'GROMMET, VERIFY PLACEMENT W!OWNER O9 /. FIRE-TREATED PLYWD DATA BOARD, NO FINISH:4' ❑ ¢ U x Lu cn U) v_> > a a z 5 = 5 go MARK W X H X THK ya O ? g O Z w F- IX REMARKS (9) MARK SIZE(W X H) O LL LL LL o o U WIDE X 4'TALL W/ BOTTOM @ 2'-6"AFF ca) x F Ir U w O U LL w p = A 4'-0"X4'-2" F HS ME 1 T/IN C 4 GLASS FILLER STATION, CENTER FAUCET NECK IN LINE Du �j ) ` O ¢ 101/A 3'-0"XT 0"X1'/." A SC Wi - HS ME 9,14/A-501 20 12 - B W/WINDOW JAMB 10 ELECTRICAL PANEL RECESSED IN WALL IVL I li 1 '1//'1 a O LL o w w 102/A 3'-0"X7'-07X1'/." A SC WT - HS ME 9,14/A-501 20 12 - C 5O WALL-MOUNT OCCUPANCY LIGHT ABOVE DOOR.WIRE 11 EMERGENCY LIGHTING INVERTER 103/A 3'4rXT-0"X1'/." A SC WTI - HS ME 9,14/A-501 20 12 - D TO THREE-WAY BOX SWITCH MOUNTED UNDER EACH DEC 9 2Dt5 O Z NURSE'S STATION IN DISPENSARY E 12 LIGHTING CONTROL PANEL �J CYOFTIGARII � N ~ 104/A 3'-0"X7'-0"X1/." A SC VVr - HS ME 9,14/A-501 20 12 - 0 2 � 105/A 3'-0"X7'-07X1'/." A SC WTI - HS ME 9,14/A-501 - 1 i M 106/A 3'-0"X7'-0"X1'/." A OPERATION TYPE E GLASS TYPE 6O WALL MOUNT TELEPHONE Q 48"AFF 13 COILING FIRE DOOR, 20 MIN RATING 2 .99NG DIVISION U O z A SC Wr HS ME 9,14/A-501 1 o z 0 107/A 3'-0"XT-0"X1'/: A SC Wi - HS ME 9,14/A-501 1 - 4'-0" F =FIXED T=TEMPERED L1J p IN= INSULATING � � � ¢ a 1i 3'-0'X7' 0"X l%" A SC WTI - HS ME 9,14/A-501 20 10 - B FRAME MATERIAL H w O 109/A 3'4rXT-0"X1'/." A SC WTI - HS ME 9,14/A-501 20 9 - HS= HOLLOW STEEL F GLASS COLOR Lu 110/A 3'-0"XT-0"Xl%* A SC Wi - HS ME 9,14/A-501 20 1 C-CLEAR = o j m C FRAME FINISH _ EE 1121A 3'-0"XT-0"X1'/." A SC WTI - HS ME 9,14/A-501 1 11 iv G REMARKS U w ME= METAL ENAMEL = rn ,n w 11216 EXIST 8 AL AN - AL AN - 8 - v WINDOW NOTES 8 CHARTS/COPY U m m 114lA 3'-07X7'-0"X1/i A SC Wr - HS ME 9,14/A-501 20 2 - D GLASS THICKNESS �' M O iv GENERAL INFORMATION 110 m 115/A 3'8"X7'-0"X1'/." A SC Wi HS ME 8,14/A-501 20 4 NUMBER REFERS TO OVERALL ^'01 E Q Q `o 116/A 3'-0"X7'4rXl%" A SC Wi - HS ME 9,1MA-501 20 4 - GLAZING THICKNESS - A 9'-0" 1 10 117/A 3'-0"XT-0"X1'/." A SC Wi - HS ME 9,14/A-501 20 4 "w 118/A 3'-0"X7'-0"Xl%" A SC Wi - HS ME 9,1MA-501 20 4 BOC C SIM 1111 119/A T-0"XT-0"X1'/4" A SC Wi - HS ME 9,14/A-501 - 1 - A 2 1201A 3'-0"XT-0"X1'/: A SC Wi - HS ME 9,i4/A-501 - 3 - O -- - - RECEPTION n 121/A 3'-07XT-0"X13/4" C SC WTI HS ME 9,14/A-501 - 5 - COPIER 111 13 t D.IRL v J • Am, SALE , OREGON 122/A 3' 0"XT 0"X1'/: B AL AN T/IN AL AN 8,12,13/A-501 8 - - A 1 A 1 J 123/A 3'-07X7'-0"X1'/." A SC Wf HS ME 9,14/A-501 11 91-0. 123B 3'-0"X7'-07X1'/." A SC Wr HS ME 9,14/A-501 - 11 - H �� rO 124/A 3'-0"XT4rXt'/4" A SC Wi HS ME 9.14/A-501 - 1 - A G � S v T�'OF OR`' 125/A 3'-0"X7'-0"X1'/4" A SC Wr I HS ME 9,14/A-501 1 - 126/A 3'-0"X7'-0'X1IY4" A SC WT HS ME 9,14/A-501 - 1 -- 13 127/A 3'-0"X7'-0"X1'/4" A SC WT HS ME 9,14/A-501 - 1 - ` uj 128/A 3'-0"X7'-VX1Y4" A SC WT - HS ME 9,14/A-501 - 1 - 129/A 2'-10"XT-0"X7'/: A SC Wi - HS ME 9,14/A-501 - 6 - 130/A 3'-0"X7'-0"X1'/4" A SC I Wr - HS ME 9,14/A-501 - 1 10 131/A 3'-0"X7'-0"X13/4" A SC I WTI - HS ME I 9,14/A-501 1 132/A 3'4rXT4rX13/: A SC wr I - HS ME I 9,14/A-501 - 1 - Ill 133/A 3'4rX7'-0"X1'/4" A SC WTI - HS ME I 9,14/A-501 - 1 - a 134/A 3'-0"XT0"X1'/4" A SC WT I - HS ME 9,141A-501 - 1 - LARGE SCALE FLOOR PLAN 135/A 3'-0"X7'-0"X13/." B AL AN I T/IN AL AN 8,12,13/A-501 - 8 - 136/A 3'-0"X7'-0"X13/1 A SC WT I - HS ME 9,14/A-501 20 12 - 2 137/A 3'-0"XT-0"X1%" A SC Wi I - HS ME 9,14/A-501 6 - 138/A 3'-0"XT-0"X1'/4" A SC Wr - HS ME 9,14/A-501 2 A 12 2 139/A 3'-0"X7'-0"X13/4" A SC I WT - HS ME 9,14/A-501 2 - 10 2' 4" 1'-T 1'-0" 140/A 3'-0"XT4rX13/: A SC Wi - HS ME 9,14/A-Wl 20 13 - 141/A 3'-0"X7'-0"X1'/4" A SC Wr - HS ME 9,14/1 20 13 - 142/A 3' "XT4rX13/4" A SC WT - HS ME 9,141A-501 20 13 .- g 11 -0 143/A 3'-0"XT-0"X1'14" A SC WT - HS ME 9,14/1 20 13 - B I 1'-4" 1'-4" 144/A 3'-07X7' 0"X13/." A SC WTI HS ME 9,14/A-501 2 2 2 SE 144E EXIST B AL AN I - AL AN 1 FRAME 9- 145/A 3'-0"X7'-0"X13/4" A SC Wr - HS ME 9,14/A-501 - 7 - 3'-10" L - - PTD GB T� o� 146/A Y-0"X7'-0"X13/4" A SC Wf HS ME 9,14/A-501 7 3 PRIVACY I� - HWC 8 7 I.T. - t0 MED N 118 W SAFE 121 4 D 1 A 1 SIGN / MEN UA � F- B 1 A 1 wxm K AzO, 9'-0" 140 I I GB Z v7 ---------- 2 TYPE 5 GLASS v 5 i I\ 0" BREAKROOM U Q T=TEMPERED o 144 W O LS = LAMINATED SAFETY it PRIVACY - -I B 1 A 1 I iZ > x 6 ELEVATION PHARMACY 3 177 SEE FRAME ELEVATIONS 120 �, 4 D 1 A 1 i - Ip _ Z CN DSD K �-M+ 9-0" I / EN UA T "�01 _j C Z Lu N i 18'x 18' 7 RATING i 8 1 A 2 5 I / 141 J G W rn LOUVER 20, 45, 60, 90 INDICATES 9-0" 2 _ C 2 B 2 IGB D W F- FIRE RATING IN MINUTES E3 N PRIVACY SIGNI \ I 9, 0 / = Z O N o i .n _ _ 8 HARDWARE 3 116 _ a (� Z M �° A B C NUMBER REFERS TO HARDWARE S L "p M Azo, 4 D 1 A 1 HWC REF I m ) W � (D c GROUP IN HARDWARE SCHEDULE o � K A201 9'-0" GB L TP --� n � 0 3 CONSTRUCTION 4 FINISH g REMARKS b, P ` U I- � U SC = SOLID CORE WOOD WT=WOOD TRANSPARENT N 2 - 5 - �D - revisions: AL= ALUMINUM ME = METAL ENAMEL 1. EXIST DOOR& FRAME TO p D PRIVACY I HWC HWC Q 11-30-2015 HS = HOLLOW STEEL REMAIN, REMOVE HARDWARE 3 ol,w RENEW COM4EMS AN =ANODIZED ALUMINUM 4 / / MEN , MEN (SIGN vw-8-20 RIMEW coMMErrts & SECURE IN CLOSED POSITION R r' \ D 1 A 1 SIGN /t 142 145 \ 12-8-2015 91_0" I C 2 B 2 l 1 GB GB I C 2 B Q I in I J0 VESTIBULE - J L ` date: 10 30-2015 54"MIN 36"MIN 42" LOCATE SIGN D 1 1 A 1 I MEN �� I project: 08015 3 54" 24" 24" ON LATCH g'-0' 2 dwg file: A-101 A-08015 12" MAX SIDE OF DOOR �* 13 / t43 I - - I - I drawn by: NW (MI�� GB GB I checked b CDC 12" 42" (TSCD) MIN 1 OR NEAREST 4-0' C 2 B 2 1 C 2 B 1 MAX MIN GRAB ADJACENT WALL I bid SIGN I 9'-0" / I 9' 0 / SIGN y: io BAR(GB) 2a• 0 1 5" _ _ L copyright0 2015 � MINNil _ Carlson Veit Architects P.C. o o I HWC �\ I Z , 29 9 m WH JANITOR v PTD T D QR pTD LARGE SCALE ;n h t ' 1 Z m INSULATE N `� + " a FEC C 239 2 I-T1 MOP HOLDER FLOOR PLANS & f g ¢ PIPES FIRE EXTINGUISHER DOOR SCHEDULE ACCESSIBLE WATER ACCESSIBLE WATER HWC PROTRUDING TOILET WALL-HUNG LAVATORY SIGN PAPER TOWEL CLOSET(HWC) CLOSET(HWC) PAPER DISPENSER(TPD) (LAV) DISPENSER(PTD) CABINET(FEC) sheet: FIXTURE MOUNTING HEIGHTS 2 LARGE SCALE FLOOR PLAN 3 LARGE SCALE FLOOR PLAN A_ 02 PITS TYPICAL UNLESS OTHERWISE NOTED 1l4"= 1'O" 1/4"= 1'-0" of. ALL DIMENSIONS ARE CLEAR FINISH 6 CONSTRUCT SUSPENDED CEILINGS IN ACCORDANCE WITH NORTHWEST WALL & CEILING Z f BUREAU - TECHNICAL BULLETIN 401 . GENERAL NOTES I( -��I I� o I�LJ❑ rn w ^ m TRAPEZE TYPE HANGER(� DUCTWORK OR VERTICAL STRUT @ MAX 12'-0.00 FROM MAIN W z OTHER LARGE OBSCTIONS RUNNER TO STRUCTURE MAX 2"FROM NEAREST o Z TRUw CROSS MEMBER MAIN RUNNER/CROSS TEE 1. PROVIDE ACOUSTIC INSULATION AT ALL CEILINGS. �❑ U) 0 x C0 = FRAMING RAL INTERSECTIONS. MUST LIMIT MOVEMENT TO LESS 2. CEILING GRIDS CENTERED IN ROOMS UNLESS 0 Ix a THAN 1/4" @ POINT OF ATTACHMENT. LATERAL OTHERWISE NOTED. C� — O a MIN 12 GA O FORCE BRACING REQUIRED FOR CEILING AREAS � U. SUPPORT WIRE 100 OVER 1,000 SQ FT. Z LU a LU LBS CAPACITY TYP Cn PERIMETER SUPPORT WIRE 8"MAX FROM WALL MAX 6:1Cn u.) Q Z) @MAX 4'-0"OC OUT OF PLUMB AT ALL TERMINATING MEMBERS Z cc o nn MIN 12 GA COUNTERSLOPE HANGERS IF MORE THAN 6:1 OUT OF PLUMB U 2)), ? SLACK SUPPORT WIRE @ FIXT<10 2"MINERAL WOOL ACOUSTIC INSULATION 111 11 0 Z at LBS-(2)WIRES X O — @FIXT>10 LBS BERC CLIP @ NON-ATTACHED WALLS. CONSTRUCTION NOTES I— F- LL s.law0 tY MIN 12 GA WIRE LATERAL BRACING MAXI � LU PERPENDICULAR TO EACH OTHER NOTE: lO SUSPENDED GYP BD CLG �t �� = N W w SECURE TO STRUCTURE WITH EXPANSION 1. HEAVY DUTY CROSS TEES @ ALL LIGHT FIXTURES& RE LE FIVEP 1— 9 y M ANCHOR RATED FOR 2009 LATERAL LOAD 6'-0"MAX MECHANICAL SERVICES PER CISCA 3 4 STANDARDS. O POINT OF ORIGIN FOR CLG GRID C) S o10 w 2. NOT ALL REQUIREMENTS ARE SHOWN. CONTRACTOR 0 con' (1'o) � (4) HEAVY DUTY MAIN RUNNERS @ 4'-0"OC TO VERIFY WITH SITE CONDITIONS AND CODE O ALIGN GRID W/WALL DEC 9 2015 UQ Q � M ATTACHED TO (2)ADJACENT WALLS REFERENCES. CITY OF TIGABIi 3. ATTACH CEILING GRID TO TWO ADJACENT WALLS. DO NOT ATTACH OPPOSITE WALLS. BUILDING DIVISIOr ACOUSTIC LAY-IN TILE 4. PROVIDE SEISMIC JOINTS ACCOMODATING%4" MOVEMENT AT CEILING AREAS GREATER THAN 2,500 ,`�' •1( 01r,SUSPENDED CEILING DETAIL S° � "- 1 0" IGD. RLS �1 • l r SAL OREGON 2 or Design No. U419 CANADIAN GYPSUM COMPANY-1/2 m dtidk Tyyppee C i Nonbearing Wall Ratings—L 2,3 or 4 Hr(See Isnnrs 3 k 4) E'-X2 car EPC-AR.WRC,5/8 in.thick Type AR C,IP-AR E'-M, IP-XZ,EPC-AP,SoX SHK WRX or WRC;3/4 in.thick Type 1 2 3 IP-X3,ULTRACOOE,ULTRACODE SHX or ULTRACODE WRX SEALANT JOINT,TYP SEAL AROUND GYP BD ro, vv� ,. err ire. 4 UNITED STATES GYPSUM CO-1/2 in.thic 7)pe C Il'-X2 Ta— PENETRATIONS,TYP =ee uovrmr eattop EPC-AR or 5/8 m duds Type SC7C SEDC•Wru,IP'X:• OFFICE OFFICE CLASSROOM CLASSROOM INTAKE EXAM MED DIRECTOR W EXIST ROOF SHTHG sK t'•m 4 AR C,WRC,FRX-C,IP-AR IPA%IPC-AR;3/4 in.thick lWe 0) I IPA3,ULTRACODK ULTRACODE SHXor ULTRACODE WRX tot tot Loa t01 105 106 107 vJ YFSO PAPC-AR oICANO S A DE C V—1/2 R. thick C, _ IP•X2,IPC-AR or WRC;s/Bel thick Type AR,C IP- IP•Xl, A IPA2,]PC-ATL SCX,SFM WRX,WRC or,3/4 vm.thick Type /�{ Ip-X3,ULTRACOD$uumc0DE SEDC«ULTRACODE' n/ 41 410 DEFLECTION TRACK 3 3 V I / WRX \ O LL 4A Gypsum Board*— (Aa aniltunue ro Item 4)—518 i[1*nick gypsum 4 parmela,irmstalled as de cfibed m Item 4 with Type S-12 slot eaM The {ength azd��a�of dine screws as speo&ed under Item 5. O O O O loll O W 1. Floor and Ceiling Runners— (Not shown)—Channel she fabrt CANADi.41q GYPSUM COMPANY—Type 1RX Hrated from min 23 MSG(min 2D MSG when Item 4A is used)srosian- :E'I=STATES GYPSUM CO—type FRX 2 a pcoh��ed steel min width m accommodate stud B:u,with min 101 4B. Gypsum Board (As an alternate to Items 4 and 4A)—518 in. 1 le attadred ro Boor and with fasteners 24 in.OC max. thick 2 ft.wide,mn�rr scare ge• cured a horizontally it the oe Ss• 8 outer lays m ore a;d)of the=;Sennet as ddarbM m Itmn 5. p 2 Steel Studs— Qwhnhil shaped,fabnicated from min 25 MSG(min 20 Dint�wamg tem hint requued ,.,. _:,-,_.s.� 4 ... .•� .• : —•�. . .. • .•. - MD WAITING MSG when Item 4A u used)mrrowoo-proOec ad steel,mm width m ) CANADInAN C PSUA{COMPANY—Type SEDC. :..? -�:'•"s :+ `'.'`�y•.•';•''tet':•: :••`. z.:."':,••a :':' '+ indicated under Item 4,min 1-114 in.Ranges and 1/4 m.rutu n, aced Sl-DL '.:.i.. •r-" •._ •..- y::n i _ ..:..:t. ' sspp UNIIID STATES GYPSUM CO—tine - .,�`t a max d 24 tin.OC.Studs to be cut 318 to 3/4 in.lea than aseeadrly YFSO PANAMERICANO S A DE C4—Type SEDC _-'`c:. ��. a. 108 hdg(ht 5. Fasteners— (Plot shown)— S«5-12 steel screws used to attach •�`- =':.•;:r _......:. _ "'•` 109 \.,.. W 3. Bads and Blanket*— oust as uhdinled order Item 4)—Mm- aryls m studs(Item 2)«fuer channels(item 6}Sb*k layer sys- .: -.. - eral wool bads,friction,fitted between studs and runners.Min root � . .. � z 2 EQ thickness as indicated miler Itmh 4.See Bads and Blankets O104V« 1 in.long f«1/2 and 5/8 m.thick panels or 1-1/4 in.king for ® OFFICE ,::r -: ,`.. ..,. 3/4 to.*tick panels,spaced 8 in.OC when panels are applied Mows• t BZJZ) f«names of Classified c mpanirs. tally,«12 in.OC when pneb are aypyrd verticly.Tho layer sys CLINIC 3A Batt and Ca B n� (�ant)—Placed m stud cavities,.any glass ems:First layer,1 in.long for 1/2 aid 5/8 uh.thick panels«1-1 A n. DIRECTOR M^ LLI p HARTSI OF'Y fiber or mineral wool in ion bearing the UL Classification War" long for 3/4 m.thick parcels,spared 16 in.OC Second lays-1-5/8 in `' ` p (J 10 REMOVE EXIST INSUL FO WALL as m Surface Burning Characteristics and/or Foe Resistance.See Batts long for 1/2 in.,5/8 m.thick panels Or 2-114 is long for 314 in.thick t24 O O CONSTRUCTION, REPLACE BACK and Blankets(e «BZJD Categories for Humes of(7amfied coot panels,spaced 01 OC with screws odset 8 m from first myerTL.er Jpanies layer systems First layer-1 in. f«1/2 eh,5/8 m.dnick ":._-. :-•:'<T "' •�: ' O LY TO FACE OF GYP BD 4 C Board'— G panels with beveled,square or spaced 24 in.OC Send layer-1-3/11 m,long for 1/2 nh.,5/a m*luck -�'_'~ Flt CY supplied vertu or horizontally Vertical pints Over panels,spaced 24 m.OC Third layer 2-1/4 in.long for 1/2 m„5/8 in. 7 •,��: •`" .,. '- 11 studs and staggered ore stud ovay on opposite sides of studs.Vatic t panels or 2-5/B in.1lorh�f«5(8 in tFWdk ppam7s,spaced 12 in.OC wan ,-z 4.: RECEPTION INSULA TYP puhb in adjacent layers(multilayer sysf�u)staggered are stud cavity. Screws offset min 6 in.fromlayer below.Four-layer systems:lira* 'y-.�,..; - O Horizontal edge joints and horizontal bud pubis on oppoaoe sides of layer-1 m.keg f«1/2 in,518 in.thick spaced 24 in.OC Sec- ACOUSTIC OFFICE '' 111 studs need not be staggered.Itanzontil edge pints aid Isiruntal butt ort la er-IS(8 m.labs f«1/2 vh,5/8 m dhidk Is,sped 24 frm. OFFICE ^?`--'':r -"_': Y.� Q O phots in adjacent layers(multilayer syn�ems)sta��ed a moot d 12 m OC. y sr,2-1/4 m long t«1/2 m.dnidc -�«15/8 m kng 1� - •''"�^ �f�-' "Y p I O The thickress and number of layers tar the 1 hr,•'I Ino 3 hr and 4 hr cat- f«5/8 m.duck panels,spaced 24 in.OC Foucfi layer- m.lone 126 M�.,�` ENTRY to O ..-.. . .:- . . .. 0hgs are as follows: for 1/2 im did panels«3 in.larg f«5/8 in.thick spacer T2 0 Wallboard Protection on Foch Side of Will in,(x.Screws offset mm 6 in.from layer below. - SUSPENDED GYP BD CLG *tatty Min seed Na of taym Ads7Ll m 6. Furring CTu anels— (Optional,not shown,for single«double la er OR SUSP ACOUS TILE d'PA t tLlks. d6hsat+tisa syshnhs)—Resilient furt0hg channels fabricated from min u MSG' O `er,' p '?h: p 'r; O PRIv CY ~ ~ CLG, SEE REFLECTED dtSmrl OIsN corrosion-proected steel spaced vertically a max of 24 01 OC e y ,` UJ W - CEILING PLAN 3 5/8"STEEL STUDS. —� I 3-1/2 ]myq 5/8 in.thick Optiaul portion attached to each intersecting scat with 1/2 in.Ing Type St2 •-'_• .. `•`'? 'd•'J tot w�m 2 3'-8' CO 1 2-1/2 Maya l/2R dddc 1-1/ter steel scmws.Not for use with Item 4A. 123 •:i+a� ''4 '':`?"''t'•;v--� 4,-0„ WALL CONSTRUCTION 1 1-5/8 l layn3/4in dvc k Optimal 7. Joint Tape and Compomd— Vinyl«casein,dry or pnatuxed joint OFFICE ,�`:�.' ' .:" ®I TYP . PER DTL 3/A-103 2 1-5/8 2lsyen,l/2r, Optimal ::.pound applied in two mats ro ppmmts�and screw heads of outer lay- , t:`•.ti'fit .. ` ''�� O p AT ENT TING W O dock ers. a tape,nom 2..wide,eanbedded nh first layer of compauh: 1 _. > +:. r r per OFFICE ::. - ..4 - �' LL 2 13/8 2 bY�5/8 a Optional ova a r=of ams panels. ;.-.; - - ^.._ / Q' dock 8. Siding,Brick or 5thmcoo— (Optional,not dawn)—Aluminum,vinyl 128 s -:_ '• .; •• ' TABULE NOTE: LIBERALLY BUTTER ALL IaYa u O O LION O 2 31/2 1 3/4m deck 301 «steel brick veneer«stucco,meeting regmneren O }FACES OF OF UTILITY BOXES, 3 1,5/8 ala m 11201 Opfimd local code agencies,installed over gypsum p 7�,Brick ve eer O Q' PERIMETER EDGES, 8 GAPS dmiek attached to studs with corrugated petal waL toes attached to each stud _ °' ".'� O w,m =%?:`•< >. W Z) W/ACOUSTIC SEALANT 3 13/8 21aym3/4m Openal 9 with steel screws,mt il�m«e dun�cs0kdh course of brick STORAGE O ¢ -" O I a m cry thick •— not shown A bead of amus- _::''•r^' L 3 13/8 3 5l8a8 129 j:'.:.•-.•;:. .. `Y.Q. ` r Z N Vyere thick end dui sealant applied around the partition perimeter f«sand mond. ., r: ., - .�MFI�LTA-.'=: O O J G W FINISH FLOOR&RUBBER BASE 4 1-5/B 4 5/8ia UNITED STATES GYPSUM Co—SAS VYsr �d 'Bearmg the UL Classification Mark OFFICE i t -;•'•r-«� ":` .:''_`:: +•_ ~:,• Q — PER SCHEDULE, SEE A-101 chid 7 � CONT TRACK Wl PWDR 4 13/8 41sym,1/201 Optima OFFICE 132 sr�`...;.;: w d� o t4a = Z 3 O ACT FAS @ 32"OC 4 2-1/2 2layeg3/� 2m 13t O p ,,'i O Q iF+ Tu ACOUSTIC SEALANT wan - ^` i•. ClF_RV64 Q'`-i Z th WALL SECTION 1 -HOUR WALL ASSEMBLY p o 6 � � 3 �E �: . , revisions: 1-1l2"= 1'-0" FIRE RESISTANCE RATINGS-ANSWL 263(BXUV) � '`y OFFICE 134 G ."•4:: :' �"''= " z Q 11-30-2015 1 PLREVIEW COMMENTS O O O 136 p AN'z: — - Q _ice.: .' �?* 12-8-2015 O y : 1 2 PLAN vr RenEwnvenE�Esc ® ..:i..•r'•e.r-`,y Y2.y, 'sr �NALIWtIth: ::i,.' - ..z.Y:S; : :_..>,.::n�-'..L.:,;;:i•-_i� �'.'� _ •,,; •.'>% ;`- ...` ..s•n'.=r. .� ��.1. :4�- -,?-•tC � .s.'c-; :s,� :�a.�.. 'K .•`K?i° '�'-•.t:Y.y:: was - - date: 10-30-2015 6-0" 4V4r project: 08015 (4)EOUAL dwgfile: A-101-X-08015 drawn by: NW checked by: CDC copyrighto 2015 Carlson Veit Architects P.C. REFLECTED CEILING PLAN & ��U } DETAILS sheet: REFLECTED CEILING PLAN A- 103 „ 1/8"= V-0' of: 6 MEDIUM WEIGHT ADJUSTABLE MEDIUM WEIGHT ADJUSTABLE MEDIUM WEIGHT ADJUSTABLE MEDIUM WEIGHT ADJUSTABLE SHELVES & STANDARDS. SHELVES&STANDARDS. SHELVES&STANDARDS. SHELVES &STANDARDS. Y �(� SHELVES 4'WIDE LION SHELVES 4'WIDE UON-7SHELVES 4'WIDE UON SHELVES 4'WIDE UON CNTR TO C G �I I❑ Z O c C7 U p �❑ z c+� \ / > p^j ~ \ / IrQ W U (� C7 0 Y y COUNTERTOP O V O U O %"x 4"BACKSPLASH y y J J OPEN TO J - PLAM ALL EXPOSED COUNTERTOP- m m o m o °� RECEPTION q m Pl AM ALL Ir : O SURF PLAM ALL io m EXPOSED SURF O Z LU j F FIXED PANEL& EXPOSED SURF a a / \ a O (n z LO 9 DRAWER @ t5'TYP - a a / \ - C14 I I o N _J U ccnnX ADJUSTABLE iv b T 4-4a - o - - c r7� / \ - b W c> O z SHELVES,TYP I)fLO Z 2 T-0"_0" 3'_0" t 2'-2' 3 0. EQUAL EQUAL 2'-1" 1'-5' BRACE COUNTERTOP RUBBER BASE w 0 x� Q ¢ ~ I. ua O A) EQ PANELS AS REQ — EXAM 106 CHARTS/COPY 110 CHARTS/COPY 110 CHARTS/COPY 110 CHARTS/COPY 110 CHARTS/COPY 110 RECEPTION 111 = N LU Lu O 1/4'= 1'0" 16•SHELF 1/4'= 1'0" 16" SHELF D ,/4'= 1'0" 16"SHELF 1/4"= 1'-0" 18" SHE 1/4"= 1'-0" 16• SHELF 1/4"= 1'-0" 24•CNTR V = o w A 18"BASE 1/4•= 1' o" U ni rn V cr_ Q � Q � PLYWD BLKG PLYWD BLKG I if CNTR TO CLG C�G�� ARCM CNTR TO CLG ALUM FRAME v ALUM FRAME 3/8" LAM GLASS W/4"0 2' 0 COMMUNICATION HOLE& 2'-0" ADJUSTABLE SHELVES V-6" 3/8" LAM GLASS W/4"0 I`— V COMMUNICATION HOLE& Ir SPEAKER COVER 3/4"x 4' BACK&SIDE C/JNL IG D. RL SPEAKER COVER SPLASHES PLAM ALL COUNTERTOPO O o EXPOSED SURF O O O O a PLAM ALL OU ° o CNTERTOP PLAM PTD gp O o O O SALE((- , OREGON EXPOSED SURF O TRANSACTION TRANSACTION ALL EXPOSED SURF Q O COUNTER PLAM ALL COUNTER PLAM ALL EXPOSED SURF _ EXPOSED SURF FIXED PANEL& - - - - - - - - ry` ��1 17 c I o Y 2'-0' DRAWER @ t5"TYP I I - I I - I I - I I I I o y b 2'$' CHAIR RAIL, it SUPPORT BRACKETS WHERE SHOWN SUPPORT BRACKETS fV (V ON PLAN RUBBER BASE of BRACE COUNTERTOP RUBBER BASE AS REQ RUBBER BASE RUBBER BASE 15'-0" (10) EQ PANELS RUBBER BASE CONTROL SWITCH FOR PRIVACY F-- ENTRY 112, PATIENT ROOM OCCUPANCY LIGHT TYP RECEPTION 111 J WAITING 113 & PRIVACY 115 K PRIVACY 116 - 118 L PHARMACY 120 M PHARMACY 120LLI 114'= 1'-0' 24'CNTR 1/4"= 1'-0" 6'CNTR 1/4"= 1'-0' 6"CNTR 1/4'= 1' 0" 12• UPPERS 1/4•= 1'-0" 24"CNTR a 24" BASE T-0" (6)EQ PANELS ADJUSTABLE COUNTERTOPSHELVES COUNTERTOP PLAM ALL COUNTERTOP- EXPOSED SURF COUNTERTOP- COUNTERTOP- PLAM ALL PLAM ALL PLAM ALL PLAM ALL EXPOSED SURF - - - - So EXPOSED SURF 3'-0" ADJUSTABLE EXPOSED SURF EXPOSED SURF ADJUSTABLE 3/�x 4"BACKSPLASH N SHELVES3-0" SHELVES PLAM ALL EXPOSED ADJUSTABLE T-0" ADJUSTABLE ADJUSTABLE T-0" 3'-0" SURF PTD COUNTERTOP SHELVES SHELVES SHELVES O o PLAM ALL `'' EXPOSED SURF \ FIXED PANEL m o o REF Dye /- I I - 1 1 - o & DRAWER p in N N (ADA) N t5' PL 3 1 p ' T-2" 2'-0" 5'-0" ~ H (3) 3.0 HOLES THRU SIDE OF BRACE BRACE (3) 3"0 HOLES THRU SIDE (3) 3"0 HOLES THRU SIDE OF BRACE (3) 3"0 HOLES THRU SIDE OF BRACE BRACE (3) 3"0 HOLES THRU SIDE �_ RUBBER BASE Z CAB 2•BELOW COUNTERTOP COUNTERTOP COUNTERTOP OF CAB 2"BELOW CAB 2"BELOW COUNTERTOP COUNTERTOP CAB 2" BELOW COUNTERTOP COUNTERTOP COUNTERTOP OF CAB 2"BELOW CLEAR RIFY (4)EQ PANELS U) AS REQ AS REQ COUNTERTOP TYP AS REQ AS REQ AS REQ COUNTERTOP TYP U C Q N PHARMACY 120 P PHARMACY 120 Q PHARMACY 120 R PHARMACY 120 S PHARMACY 120 T BREAKROOM 144 U > o 1/4'- 1'0" 12"CNTR 1/4'= 1'-0' 24'CNTR 1/4'= 1'-0" 24" CNTR 1/4"= 1'-0" 24"CNTR 1A = 1' 0' 24"CNTR 114"= V-0• 12" UPPERS 000 24" BASE III C-4 LU Z 3 O N tCZC � c ) (o a w c CLU00 revisions: 0 A A 0 date: 10-30-2015 project: 08015 dwg file: A-201-X-08015 drawn by: NW checked by: CDC copyright o 2015 Carlson Veit Architects P.C. INTERIOR ELEVATIONS sheet: A-2 01 of: 6 3._0" ILIZ E C7 0 clo 2" SQUARE TUBE BIKE RACK — w ^ m W/%-MOUNTING PLATES. w z z u MOUNT W/%"x1"TORX BOLT&Ye"x 1 SIS DROP-IN REF: OREGON TRANSPORTATION COMMISSION STANDARDS FOR �❑ ANCHOR, (4) PLACES PER ACCESSIBLE PARKING PLACES - SIGN NO R7$ AND R7-8P NOTES: of m O U a w cr cr RACK 1. EMPTY SILT SACK WHEN ACCUMULATED SEDIMENT HAS FILLED OVER2' OF O � 1._0. THE DEPTH OF THE SACK U C1 LL 2. SILT SACK SEDIMENT CONTROL DEVICE AS MANUFACTURED BY ACF a LU ENVIRONMENTAL AND SUPPLIED BY ACF WEST(503-771-5115)OR APPROVED W w ° I I I II-III- EQUAL. z v < 2"HT LETTERING,TYP 3. RECESSED CURB INLET CATCH BASINS MUST BE BLOCKED WHEN USING — N BIKE RACK DETAIL RESERVED FILTER FABRIC INLET SACKS, SIZE OF FILTER FABRIC INLET SACKS TO BE rn z 1 SIGN NO R7-8 DETERMINED BY MANUFACTURER. LU co)o o Z Z PARKINGSIGN BACKGROUND: w U) Ou WHITE, RETROREFLECTIVE SHEETING I~" F a w YZ3 5/8" STUD DIA19 SIGN LEGEND: METAL GRATE BRACE @ MAX G / BRACE @ MAXDIAG CURB OR20 6B, D-ON BLDG WALL 6'-0"OC TO ROOF 6'-0"OC TO ROOF = - 00w w SILT SACK GREEN, RETROREFLECTIVE SIGN SYMBOL: DUMP STRAPS w ITE ON BLUE, RETROREFLECTIVE CONT TRACK FRAMING ABOVE- FRAMING ABOVE- ~ No WH22 > m V REBAR 1"REBAR ALT EA WAY ALT EA WAY U = L M (m 30" u� aPo a o m SIGN NO R7-8P 8 a ACOUSTIC INSUL,TYP 35/8" STEEL STUDS SUSP ACOUS TILE CLG 00 oa ° 2"X2"X}"RUBBER BLOCK SIGN BACKGROUND: o a dP @ 24"OC, UON SUSPENDED GYP BD CLG a VAN A nl WHITE, RETROREFLECTIVE SHEETING ` ' o ° q �2 O m `/A ,1 SIGN LEGEND: SUSP ACOUS TILE CLG ACOUSTIC INSUL,TYP 3 5/8" STEEL STUDS V RC1�r ACCESSIBLEGREEN, RETROREFLECTIVE QQ�oda o� @ 24"OC, LION ACOUSTIC INSULATION, NOTE: LIBERALLY BUTTER ALL MINERAL WOOL AIG D. CARL ',2 O odd MINERAL WOOL FACES IB UTILITY BOXES, NYLON ROPE O 1 1n"HT LETTERING �oad� ° EXPANSION RESTRAINT FULL HEIGHT OF WALL ACOUSTIC INSULATION, NOTE: LIBERALLY BUTTER ALL PERIMETER EDGES, &GAPS • z qa FACES OF UTILITY BOXES, W/ACOUSTIC SEALANT FULL HEIGHT OF WALL SAL vl, OREGON N O PERIMETER EDGES, &GAPS (1) LAYER GYP BD f2, d m CATCH BASIN W/ACOUSTIC SEALANT EACH SIDE (1) LAYER GYP BD 4' EACH SIDE 2 Z OF y MINLL POWDER FAS @ 32-OCF 32A S ACT PAVEMENT STENCIL WHITE r ACOUSTIC SEALANT ACOUSTIC SEALANT LL! ACCESSIBLE PAINTED STRIPING ACCESSIBLE PARKING SPACE SIGN 4 SILT SACK 5 WALL SECTION 6 WALL SECTION U) 2 NTS 1n = 1 1-1n"- 1'-0" W EllI I EXTERIOR SHTHG, VARIES MATCH EXIST EXIST EXTERIOR 10 I STUD WALL ACCORDING TO WALL TYPE WEATHER EXIST HDR 8 WD EXIST VAPOR RETARDER, CONT Ys"THICK GRAY RESISTIVE BARRIER, STUD WALL WRAP&SEAL TO RUBBER SEAL,TYP MATCH EXIST& LAP _ _ _ _ _ _ FLEXIBLE FLASHING GYP BD,TYP EXIST MIN 4"UNDER ADJ GYP BD, MATCH ADJ I GYP BD STUD WALL, BATT/ STOREFRONT VAPOR RETARDER SEALANT AC INSUL PER PLAN WOOD SIDING, MATCH EXIST. REMOVE ADJ INFILL DOOR OPENING W I SEALANT TYP SIDING AS NECESSARY T 2x6 WD STUDS @ 24"OC I TO OFFSET JOINTS AT &R-21 BATT INSUL o LEAST ONE STUD BAY. I o PROVIDE JOINT FLASHING I P.T. PLATE W/PWDR ACT I I BEHIND JOINTS FAS @ 32"OC _ _ _ EXIST BATT HS FRAME 3%"STL STUD WALL W/ BASE&FLOORING PER INSUL I ACST INSUL AND GYP UJ LL) rq NEW CONC SIDEWALK FINISH SCHEDBD EACH SIDE EXIST SHTHG I EXIST EXTERIOR STOREFRONT DOOR DOOR U Q EXIST CONC SLABI SIDING &WEATHER ALUMINUM FRAME 20 GA BRAKE MTL LL W 0 EXIST WEATHER RESISTIVE BARRIER LL RESISTIVE BARRIER, I O SEALANT PAINT SAME O U LAP OVER DRIP SEALANT COLOR AS WALL EDGE FLASHING i I 5/4x4 WD TRIM FLEXIBLE FLASHING = a m M DOOR INFILL WALL SECTION EXISTvuDSIDING I I STOREFRONT DOOR JAMB 9 DOOR HEAD / JAMB SIM 1 O STOREFRONT JAMB 0 STUD WALL Q � 7 �' 8 3"= 1'-0" 3"= 1' 0" 3"= V-0" uj ~ U = ZOO liQ Ln r DBL 2x8 HDR W/2 Y2" U Z cM0 Q DRIP EDGE I RIGID INSUL STUD WALL, BATT/ FLASHING n LLI AC INSUL PER PLAN I EXIST VAPOR RETARDER, revisions: FLEXIBLE WRAP&SEAL TO GYP BD FLASHING _ J FLEXIBLE FLASHING 5/4x4 WD TRIM GYP EXTERIOR INTERIOR SEALANT SEALANT DOOR FRAME HOLLOW STEEL SEALANT TYP ALUMINUM FRAME I FRAME Q STOREFRONT DOOR (2)Y.- 14 DRILL-FLEX DOOR THRESHOLD SET HS FRAME EA JAMB, SPACE IN SEALANTCAST-IN-PLACE CONC Q TRANSITION STRIP PER REMOVABLE STOP SCREW PAIRS MIN%" DOOR FINISH CONDITIONS DOOR SWEEP FINISH PER TOOLED JOINT CURB W/1/4' RADIUS SCHEDULE FINISH PER date: 10-30-2015 NEW CONC SCHEDULE EXIST ASPH PAVING 08015 LASIDEWALK FINISH PER 6" project: GZING PER SCHED EXIST SLAB SCHEDULE dwg file: A-201-X-08015 1n"MAX drawn by: NW EXTERIOR INTERIOR ° ° - checked by: CDC a ° `° coPyrighto 2015 e a dl° Carlson Veit Architects P.C. ° d " d ° DETAILS 11 HS WINDOW SILL & HEAD / JAMB SIM Y, ,-)�STOREFRONT DOOR HEAD 13 STOREFRONT DOOR THRESHOLD 14 DOOR THRESHOLD 15 CURB DETAIL 3"= 1' 0" 3 - 1 -0" sheet: A-501- of.. 6 ABBREVIATIONS SYMBOLS LEGEND - PIPING & AIRFLOW DIAGRAMS SYMBOLS LEGEND - PLUMBING GENERAL NOTES Z 0 CEL 0 SYMBOL DESCRIPTION w m w SYMBOL DESCRIPTION 1. THE FULL SCOPE OF THE MECHANICAL WORK IS THE TOTAL OF WORK SHOWN ON THE PLANS AND AVE w z A AIR,AMPERE BELOW GRADE SOIL OR WASTE 0 (n O F ABS ABSOLUTE L LENGTH,LAVATORY PIPING OR DUCTED AIRFLOW CALLED FOR IN THE SPECIFICATIONS. INCASE OF CONFLICT,THE SPECIFICATIONS SHALL GOVERN. If N�� SOIL OR WASTE ABOVE GRADE PROVIDE A COMPLETE& FUNCTIONAL SYSTEM. L c� x ACU AIR CONDITIONING UNIT LB POUND < w o AFF ABOVE FINISHED FLOOR LBS POUNDS ELECTRICAL CONNECTION VENT O of a RAIN LEADER 2. PERFORM ALL WORK IN ACCORDANCE WITH LOCAL CODES AND ORDINANCES.OBTAIN AND PAY FOR L U - AG ABOVE GRADE LF LINEAR FEET ALL REQUIRED PERMITS AND PAY FOR ALL FEES REQUIRED BY AUTHORITIES HAVING JURISDICTION. �1 a Cr o AHU AIR HANDLING UNIT LWT LEAVING WATER TEMPERATURE -_- FLOW CONTINUATION ARROW OVERFLOW RAIN LEADER PAY ALL ROYALTIES OR FEES REQUIRED IN CONNECTION WITH THE USE OF PATENTED DEVICES ANDcoo w w w AL ALUMINUM INDIRECT DRAIN SYSTEMS. ~ AMB AMBIENT MAX MAXIMUM COMPLEX INTERLOCK(ELEC.,PNEUMATIC, ETC.) COLD WATER Z v ~ - - - ARRGT ARRANGEMENT MBH THOUSAND BTU PER HOUR �- d = N ATM ATMOSPHERE MCA MINIMUM CIRCUIT AMPACITY HOT WATER 3. REFER TO ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR GENERAL CONSTRUCTION INCLUDING, • a) F- z_ MECH MECHANICAL - -- - Q CONNECTION TO CENTRAL MONITORING AND CONTROL SYSTEM(CMCS) HOT WATER CIRCULATING BUT NOT LIMITED T0,LOUVERS, CONCRETE EQUIPMENT PADS, FLASHING DETAILS, ETC. REFER TO U w c;, O z 140' POTABLE HOT WATER ARCHITECTURAL DRAWINGS FOR ROOM ELEVATIONS, LOCATE MECHANICAL DEVICES SUCH AS LLl (r to o Z BFF BELOW FINISHED FLOOR MFR MANUFACTURER U TEMPERATURE SENSORS, HUMIDISTATS, PANELS, ETC.SO THAT THEY DO NOT CONFLICT WITH D x ¢ w BFP BACKFLOW PREVENTER MIN MINIMUM - -- ® - PUMP 1200 POTABLE HOT WATER GENERAL CONSTRUCTION (WAINSCOT, DOOR HARDWARE,ETC.)NOR WITH ELECTRICAL SYSTEM(LIGHT ~ < O w BHP BRAKE HORSEPOWER MOCP MAXIMUM OVER CURRENT NON-POTABLE WATER — SWITCHES,SPEAKERS, OUTLETS, ETC.). U af X BLDG BUILDING PROTECTION CENTRIFUGAL FAN = w CO w w BOB BOTTOM OF BEAM MTR MOTOR FIRE F- o > m NATURAL GAS 4. ARRANGE EQUIPMENT SO THAT ACCESS CLEARANCES INDICATED BY DRAWINGS, REQUIRED BY CODES, w BOD BOTTOM OF DUCT OR RECOMMENDED BY MANUFACTURER ARE PROVIDED;WHICH EVER ARE MOST STRINGENT. V = rn u) BOS BOTTOM OF STEEL NA NOT APPLICABLE O ELECTRIC MOTORISTARTERASSEMBLY - {� REDUCER,CONCENTRIC r ' x V `�' o BT BATHTUB NC NORMALLY CLOSED __ v o X- PIPE ANCHOR 5. THOROUGHLY EXAMINE ALL AREAS WHERE EQUIPMENT, DUCTWORK, AND PIPING WILL BE INSTALLED Q Q Lo BTUH BRITISH THERMAL UNITS PER NEG NEGATIVE QM ELECTRIC MOTOR OPERATOR(VALVES AND DAMPERS) A K. HOUR NG NATURAL GAS TT _ —_ - AND REPORT ANY CONDITION THAT PREVENTS THE PROPER INSTALLATION Of THE MECHANICAL WOR _ PIPE ALIGNMENT GUIDE NIC NOT IN CONTRACT FLOOR SINK 6. COMPLY WITH OREGON ENERGY EFFICIENCY SPECIALTY CODE SECTION 5032.9 HVAC SYSTEM C CELCIUS NO NUMBER,NORMALLY OPEN COMPLETION. INCLUDE THE DEVELOPMENT OF CONSTRUCTION AND AS-BUILT DRAWINGS, PROJECT CAP CAPACITY NTS NOT TO SCALE iP�FFss — - - - PIPE SUPPORT t CCW COUNTER-CLOCKWISE Q FLOOR DRAIN PS MANUALS,AND SYSTEM BALANCING REPORTS. �r CFM CUBIC FEET PER MINUTE OC ON CENTER ► FLOW DIRECTION EXPANSION JOINT IN PIPING 7. ARRANGEMENT OF SYSTEMS INDICATED ON THE DRAWINGS IS DIAGRAMMATIC,AND INDICATES THE � CFS CUBIC FEET PER SECOND OD OUTSIDE DIAMETER __ MINIMUM REQUIREMENTS FOR PLUMBING AND MECHANICAL WORK. ADJUST BOX LOCATIONS, BASED CI CAST IRON OPNG OPENING - -- ®- FLEXIBLE CONNECTION IN PIPING CLG CEILING ORD OVERFLOW ROOF DRAIN O THERMOSTAT ON FIELD MEASUREMENTS,TO AVOID INSTALLATION ABOVE DESKS. SITE CONDITIONS SHALL ps OREGON Lo eve coTc CLEANOUT TO GRADE DETERMINE THE ACTUAL ARRANGEMENT OF THE WORK. TAKE FIELD MEASUREMENTS BEFORE y N l i • �` CO CLEANOUT PREPARING SHOP DRAWINGS,OBTAIN APPROVAL OF SHOP DRAWINGS BEFORE BEGINNING SAMUEL CONC CONCRETE P PUMP, PLUMBING O TEMPERATURE SENSOR J`wco__ WALL CLEANOUT FABRICATION. BE RESPONSIBLE FOR ACCURACY OF DIMENSIONS AND LAYOUT. OVERHEAD PIPING AND Ex fires: 12/31/16 COND CONDENSATE PD PRESSURE DROP ® CARBON MONOXIDE SENSOR DUCTWORK SHALL BE ARRANGED TO OBTAIN MAXIMUM HEAD ROOM. SHOP DRAWINGS SHALL BE CONT CONTINUE,CONTROL PH PHASE n FLOOR CLEANOUT STAMPED BY A LICENSED ENGINEER. COTG CLEANOUT TO GRADE POC POINT OF CONNECTION ® CARBON DIOXIDE SENSOR CP CIRCULATING PUMP POS POSITIVE 16 HOSE BIBB 8. CLEAN AND PROTECT WORK FROM DAMAGE. RESTORE DAMAGED FINISHES. COVER ENDS OF PIPING O W CRU CONDENSATE RETURN UNIT PPM PARTS PER MILLION O HUMIDITY SENSOR AND DUCTWORK NOT ACTIVELY BEING WORKED ON. O O CU FT CUBIC FEET PR PUMPED RETURN � ti CV CONSTANT VOLUME PRV PRESSURE REDUCING VALVE n AAV MAV AUTOMATIC AIR VENT, MANUAL AIR VENT 9. WHEN APPLICABLE, MODIFY AND EXTEND EXISTING SERVICE TO ACCOMMODATE NEW WORK. cp I� F- Y THERMOMETER CVTR CONVERTER PSI POUNDS PER SQUARE INCH - RELOCATE EXISTING COMPONENTS AS REQUIRED FOR NEW SYSTEM. COORDINATE WITH BUILDINGN 2 CW COLD WATER,CLOCKWISE PSIA PSI ABSOLUTEOf PSIG PSI GAGE PRESSURE GAGE �p FLOOR SINK MANAGEMENT. MO o Lu DCVA DOUBLE CHECK VALVE ASSEMBLY P/T PRESSURE/TEMPERATURE Op FLOOR DRAIN 10. CONCEAL PIPING AND DUCTWORK TO THE GREATEST EXTENT PRACTICAL. u7 N DEG DEGREE PVC POLYVINYL CHLORIDE DF DRINKING FOUNTAIN -� - CONTROL VALVE STATION 11. DRAWINGS DO NOT SHOW ALL OFFSETS WHICH MAY BE REQUIRED. MAKE OFFSETS WITH FITTINGS a) m DFU DRAINAGE FIXTURE UNITS QTY QUANTITY WITH AS SMALL ANGLE OF OFFSET AS POSSIBLE;DO NOT USE TURNING VANES UNLESS SPECIFICALLY F_ LL. DIDE-IONIZED ENERGY CODE WATER HEATING NOTES THERMOMETER SHOWN. DUCTWORK& PIPING SHALL BE ROUTED TO AVOID ALL STRUCTURAL SUPPORTS. DO NOT CUT CD DIA DIAMETER RD ROOF DRAIN T STRUCTURAL ELEMENTS WITHOUT PRIOR WRITTEN APPROVAL N DL DEVELOPMENTAL LENGTH REF REFERENCE 1. SERVICE WATER HEATING EQUIPMENT TO HAVE TEMPERATURE CONTROLS TO ALLOW A SET POINT CN DN DOWN REQD REQUIRED OF 110`F FOR EQUIPMENT SERVING DWELLING UNITS AND 90'F FOR EQUIPMENT SERVING OTHER PRESSURE GAGE 12. MATERIALS,METHODS,AND INSTALLATION SHALL COMPLY WITH THE PROVISIONS OF THE LATEST ai DS DOWNSPOUT RH RELATIVE HUMIDITY OCCUPANCIES.THE OUTLET TEMPERATURE OF LAVATORIES IN PUBLIC FACILITY REST ROOMS IS RPBFP REDUCED PRESSURE BACKFLOW LIMITED TO 110"f PIT PRESSURE/TEMPERATURE TEST PORT EDITION OF THE FOLLOWING CODES AS ADOPTED BY LOCAL JURISDICTION. U) E EXISTING PREVENTER EFF EFFICIENCY RPM REVOLUTIONS PER MINUTE 2. WATER HEATING EQUIPMENT NOT SUPPLIED WITH INTEGRAL HEAT TRAPS AND SERVING THERMOWELL • OREGON STRUCTURAL SPECIALTY CODE GMSC) EL ELEVATION NON-CIRCULATING SYSTEMS;TO HAVE HEAT TRAPS ON THE SUPPLY AND DISCHARGE PIPING • OREGON MECHANICAL SPECIALTY CODE(GMSC) Q EQUIP EQUIPMENT S SOIL,SINK _ _ AUTOMATIC CONTROL VALVE-TWO WAY(PNEUMATIC OPERATOR SHOWN) • OREGON PLUMBING SPECIALTY CODE(OPSC) s Q ASSOCIATED WITH THE EQUIPMENT. • OREGON FIRE CODE (OFC) EAT ENTERING WATER TEMPERATURE SD STORM DRAIN • OREGON ENERGY EFFICIENCY SPECIALTY CODE(OEESC) �C EWC ELECTRIC WATER COOLER SENS SENSIBLE 3. HOT WATER SYSTEM CONTROLS DESIGNED TO MAINTAIN USAGE TEMPERATURES IN HOT WATER -- - -- AUTOMATIC CONTROL VALVE-THREE WAY(ELECTRIC OPERATOR SHOWN) o cv EXIST EXISTING SF SQUARE FEET, SAFETY FACTOR PIPES IS TURNED OFF AUTOMATICALLY WHEN THE HOT WATER SYSTEM IS NOT IN OPERATION AND EXP EXPANSION SG SPECIFIC GRAVITY HAS DEMAND SENSING CONTROLS THAT TURN OFF THE SYSTEM WHEN THERE IS NO DEMAND WHEN -�_ PRESSURE REGULATOR w O m EXT EXTERIOR,EXTERNAL SH SHOWER THE SYSTEM IS OPERATIONAL.A CHECK VALVE OR SIMILAR DEVICE IS INSTALLED PER REMODEL CONSTRUCTION NOTES F- I- �- a SL SOUND LINING REQUIREMENT DETAILS. Q7 Z U F FAHRENHEIT, FIRE LINE SP STATIC PRESSURE D� - PRESSURE REDUCING REGULATOR 1. REMOVAL WORK REQUIRED IS NOTED ON PLANS. VERIFY WITH ON SITE CONDITION AND BUILDING W w FD FLOOR DRAIN SS STAINLESS STEEL, SANITARY OWNER. SALVAGE EQUIPMENT FOR OWNER'S USE AS NOTED. U � � FDC FIRE DEPARTMENT CONNECTION SEWER,SERVICE SINK Ar ANGLE VALVE L.L W O U) FE FIRE EXTINGUISHER T04 ( VALVE IN RISER 2. COORDINATE INTERRUPTIONS OF SERVICES PASSING THROUGH WORK AREA TO MINIMIZE DISRUPTION LL > w a FLA FULL LOAD AMPS T THERMOSTAT IN ADJACENT SPACES. COORDINATE WITH BUILDING OWNER. Q O Lt FLR FLOOR TEMP TEMPERATURE + 1�- -{ i- WYE STRAINER,WYE STRAINER WITH CAPPED HOSE END BLOWDOWN VALVE _ mD FLTR FILTER TOT TOTAL . 3. INSTALL NEW WORK GENERALLY AS SHOWN. TO AS GREAT AN EXTENT AS PRACTICAL,ADEQUATE z N FM FLOW METER TP TRAP PRIMER,TOTAL PRESSURE SPACE HAS BEEN VERIFIED BUT MAY REQUIRE MINOR RELOCATION OF SMALL CONDUIT AND CEILING J W n N 0 FPM FEET PER MINUTE TRV TEMPERATURE RELIEF VALVE —--Do- GATE VALVE WIRE. COORDINATE EXTENT OF RELOCATION WITH GENERAL CONSTRUCTION WORK. Q — W rn FPS FEET PER SECOND TSP TOTAL STATIC PRESSURE - -rte- GLOBE VALVE w ~ O x FT FEET, FAN TERMINAL TW TEMPERED WATER 4. COORDINATE WORK WITH GENERAL CONSTRUCTION TO MINIMIZE DUST&DUST MIGRATION. = Z � O Li< 0 FU FIXTURE UNITS TYP TYPICAL ---IOF— BALL VALVE QM0 c GA GAGE LION UNLESSOTHERWISENOTED -'v BUTTERFLY VALVE PIPING NOTES ° w � � c GAL GALLONS UR URINAL _ a U ~ ~ o GALV GALVANIZED BALANCING OR PLUG VALVE 1. PROVIDE ALL REQUIRED ACCESSORIES INCLUDING SHUT-OFFS AND CLEAN-OUTS. PROVIDE GPM GALLONS PER MINUTE V VENT,VOLT - ,�"�r NEEDLE VALVE COMPONENTS WHICH PREVENT BACK-SIPHONAGE OR CROSS-CONNECTIONS.PROVIDE ISOLATION revisions: VA VALVE DEVICES TO REDUCE SOUND TRANSMISSION. Q H HEIGHT VAC VACUUM PRESSURE PRESSURE REDUCING VALVE Q HB HOSE BIBB VB VACUUM BREAKER w. 2. PROVIDE STOPS FOR EACH WATER CONNECTION TO EACH FIXTURE OR ITEM OF EQUIPMENT. HD HEAD VEL VELOCITYvr.r BALANCINGIMEASURINGYALVE Q HEX HEAT EXCHANGE VFD VARIABLE FREQUENCY DRIVE 3. DISINFECT WATER DISTRIBUTION SYSTEM. FLUSH AND TEST ALL SYSTEMS FOR PROPER OPERATION. HOA HAND-OFF-AUTOMATIC VOL VOLUME �(J--- RELIEF VALVE ADJUST SYSTEM TO PREVENT WATER HAMMER. Q HP HORSEPOWER, HEAT PUMP VTR VENT THROUGH ROOF T HTG HEATING - �— CHECK VALVE 4. REFER TO PIPING DIAGRAMS AND DETAILS FOR REQUIRED FITTINGS,VALVES, ETC. FLOOR PLANS AND HW HOT WATER W WASTE,WATER,WATT,WIDTH SECTIONS INDICATE EQUIPMENT LOCATIONS AND GENERAL PIPE ROUTING ONLY. date: 10.30.2015 HWC HOT WATER CIRCULATING WB WET BULB C PIPE TURNING DOWN/AWAY project: 08015 HWP HOT WATER PUMP WCO WALL CLEANOUT 0_ PIPE TURNING UP/TOWARDS 5. SERVICE WATER HEATING EQUIPMENT HAVE TEMPERATURE CONTROLS TO ALLOW A SET POINT OF 110'F FOR EQUIPMENT SERVING DWELLING UNITS AND 90'17 FOR EQUIPMENT SERVING OTHER dwg file: X-08015 HWR HOT WATER HEATING RETURN WG WATER GAGE PIPE DOWN TEE, PIPE DOWN TEE I AWAY OCCUPANCIES. THE OUTLET TEMPERATURE OF LAVATORIES IN PUBLIC FACILITY REST ROOMS IS drawn by: AMS HWS HOT WATER HEATING SUPPLY WH WATER HEATER,WALL HYDRANT WOG WATER, OIL,&GAS - 0 PIPE UP TEE/TOWARDS LIMITED TO 110'F. checked by: JSH ID INSIDE DIAMETER, INDIRECT DRAIN WSFU WATER SUPPLY FIXTURE UNITS CAPri ht 2015 IE INVERT ELEVATION WTR WATER 6. HOT WATER SYSTEM CONTROLS DESIGNED TO MAINTAIN USAGE TEMPERATURES IN HOT WATER PIPES Carlson co Veeit Architects P.C. IN INCH WWP WATER WORKING PRESSURE - PLUG IS TURNED OFF AUTOMATICALLY WHEN THE HOT WATER SYSTEM IS NOT IN OPERATION AND HAS INIT INITIAL I I F UNION DEMAND SENSING CONTROLS THAT TURN OFF THE SYSTEM WHEN THERE IS NO DEMAND WHEN THE PLUMBING INT INTERIOR YH YARD HYDRANT - SYSTEM IS OPERATIONAL.A CHECK VALVE OR SIMILAR DEVICE IS INSTALLED PER REQUIREMENT DETAILS. LEGENDS, NOTES REFERENCE ONLY & SYMBOLS NOT APPROVED WITH THIS PERMIT sheet: P-001 Of: Z ADL-1p 0 (1) W [ILL]❑[ILL] r � W > 0 I�LJLJ W o z w 0 CO O (u w a w 0 v O 0. W it U _ M rrL//Ji � 1 LU � d 0 W w w O — J Z ¢ � U) r N _ N r VJ � U � co A PLUMBING FIXTURE SCHEDULE I� W oz w ROUGH-IN CONNECTION IN REMARKS ~ (~j ¢O [BFP-1 ARK DESCRIPi1011 IN V CW HW TW of a = W ! M W IZURN WLKINS:MODEL NR3XL RP OR FEBCO MODEL 860 RPOC,REDUCE PRESSURE DOUBLE CHECK ASSEMBLY WTH BRONZE BODY AND A TEST COCK PLUG. CO w w BACKFLOW PRE4EAlTOR - - 1-1/2 - - ASSEMBLY TO PROTECT AGAINST BOTH BACK-SIPHONAGE AND BACKPRESSURE. MAX PRESSURE DROP 9 PSI AT 25 GPM FOR 1-17.TO BE APPROVED BY THE ~ � m U 2 0 w FOUNDATION FOR CROSS CONNECTION CONTROL AND HYDRAULIC RESEARCH AT THE UNIVERSITY OF SOUTHERN CALIFORNIA J AMERICAN STANDARD LUCERNE MODEL 0355.012.WALL HUNG,VITREOUS CHINA,FAUCET HOLES ON 4'CENTERS,WTH CONCEALED ARMS SUPPORT.FAUCET: It C; M AMERICAN STANDARD FAUCET MONTERREY MODEL 5502.175, CENTERSET,VANDAL-RESISTANT NRIST BLADE HANDLES,GRID STRAINER DRAIN,DECK Q Q U) L-1 LAVATORY,WALL MOUNTED,SDA COMPLIANT 1-1/2 1-1/2 112 112 - MOUNTED 4'CENTERS,1/4 TURN W MERLESS CERAMIC DISC VALVE CARTRIDGES,VANDAL-RESISTANT 0.5 GPM PRESSURE COMPENSATING SPRAY.INSTALL PER ADA REQUIREMENTS. E.L.MUSTEE&SONS,INC.MODEL 65M,ONE-PIECE MOLDED FIBERGLASS. 10'HIGH WTH NOT LESS THAN 1'WIDE SHOULDER.SIZE 24'X 36'WTH INTEGRALLY CEO PROFFS MOLDED,SELF-DRAINING SHELF.DRAIN SHALL BE INTEGRALLY MOLDED,COMPLETE WTH DRAIN SEAL.REMOVABLE STAINLESS STEEL STRAINER. \y� F3�'I Pl s10 MS-1 MOP SINK I 3 2 314 314 _ PERFORMANCE TESTED TO MEET OR EXCEED ANSI Z 124-2011 AND FHA/HUD UM-73.SERVICE FAUCET,MODEL:63.600A,HEAVY DUTY,CHROME PLATED BRASS �0 �rzsPE �y DUAL HANDLE SINK FAUCET WTH TOP REINFORCING BAR AND PAIL HOOK ON SPOUT.HOSE AND HOSE HOLDER,MODEL:65.700,HEAVY DUTY 5/8'DIA REINFORCED 31'RUBBER HOSE WITH BRASS COUPLINGS ON ONE END.SPRING LOADED,MOWED RUBBER HOSE HOLDER MOUNTS ON STAINLESS STEEL WILL PLATE.DURAGUARD-WALL GUARDS,MODEL:67.2436, 12-HEIGHT,20 GAUGE#304 STAINLESS STEEL,TWO PANELS&BRACKET FOR 24'X 36'CORNER. FIXTURE: ELKAY MODEL LR2219PD,SEAMLESS#18 GAUGE TYPE 304,18.8 NICKEL BEARING STAINLESS STEEL,PERFECT DRAIN,POLISHED SATIN FINISH,FULLY UNDERCOATED,1-314'RADIUS CORNERS,STRAIGHT SIDES,SELF-RIMMING,2 HOLES ON 4-CENTERS. 19-17 FRONT TO BACK X 22'WIDE OVERALL, 18'X 14'X 7- SAMUEL S-1 SINK 2 1-112 V2 1/2 - 5/8'BOWL- UIPDI DRAIN KR.FAUCET:ELKAY MODEL LK406GN04T4,2 HOLE DECK MOUNTED,SOLID BRASS CONSTRUCTION,4'WRIST BLADE HANDLES, 114 TURN EJ( IreS: 12/31/161 CERAMIC DISC CARTRIDGE, 17 SUPPLY INLETS,CHROME FINISH,1.5 GPM. FIXTURE: DAYTON MODEL:DEP211515C,SEAMLESS#23 GAUGE,300 SERIES NICKEL BEARING STAINLESS STEEL,SELF-RIMMING,SATIN FINISH,FULLY S-2 SINK 2 1-1/2 112 1/2 - UNDERCOATED,2 HOLES ON 4'CENTERS. 10'FRONT TO BACK X 12'WIDE OVERALL,15'X 15'X 5-18'BOWL LKPDt DRAIN KIT.FAUCET:ELKAY MODEL LK406GN04T4,2 HOLE DECK MOUNTED,SOLID BRASS CONSTRUCTION,4'WRIST BLADE HANDLES,1/4 TURN CERAMIC DISC CARTRIDGE, 17 SUPPLY INLETS, O ui CHROME FINISH, 1.5 GPM. U) WATER CLOSET,PRESSURE-ASSISTED FLOOR JAMERICAN STANDARD CADET@ RIGHT HEIGHTM ELONGATED PRESSURE-ASSISTED TOILET,VITREOUS CHINA,ELONGATED BON,POLISHED CHROME TRIP N WC 1 MOUNTED TANK TYPE,ADM COMPLIANT 4 2 1/2 - - LEVER, TANK&COVER,EVERCLEAN@ SURFACE,1.6 GPF.SEAT:AMERICAN STANDARD MODEL 5901.110T EVERCLEAN ELONGATED OPEN-FRONT TOILET SEAT LESS COVER. INSTALL PER ADA REOUIREMENTS. O G N T&S BRASS&BRONZE WORKS,INC.MODEL B-1230,DECK MOUNT WATER STATION WITH POLISHED CHROME PLATED BRASS PEDESTAL TYPE GLASS FILLER, (vj (p ADJUSTABLE FLOW OUTLET,PUSH BACK ACTUATION ARM, O O LIJ W=S-1 WATER FILL STAI�ION 1-114 1-1/4 1/2 - - PEDESTAL WTH ADJUSTABLE DECK FLANGE,18 GAUGE STAINLESS STEEL DRIP PAN WITH DROP-IN GRID AND DRAIN.CERTIFIED TOASME A112.18.1/CSA B125.1, N � NSF 61-SECTION 9 AND NSF 372. MEETS ADA ANSUICC At 17.1 REQUIREMENTS. WHA WATER HAMMER OR - - - - - INSTALL PER PDI RECOMMENDATION H LL- REMARKS: 1. COORDINATE MOUNTING HEIGHTS WTH ARCHITECTURAL DRAWINGS. O N 'IT2. MANUFACTURER LISTED IS BASIS OF DESIGN. PROVIDE LISTED OR EQUAL APPROVED BY O ER. MI N O N N � U) C O O > cm Q N GAS WATER HEATER SCHEDULE L LL -0 E BASIS OF LECTRICAL GAS TYPE TEMP GAS FLUE DIMENSIONS SHIPPING O > m EQUIP.NO LOCATION SERVICE BASIS OF DESIGN DESIGN TANK VOLUME INPUT RECOVERY LWT THERMAL OPERATING o NATURAL/ RISE CONNECTION DIAMETER DIAX HEIGHT REMARKS MANUFACTURER MODEL DESCRIPTION PROPANE GALLONS MBH DEG F RATE GPH DEG F SIZE IN IN FLA VIPH/HZ HEIGHT IN EFFICIENCY LBS W=IGHT LBS W �– a NUMBER ~ NI-01 137 JANITOR DHW A.O.SMITH BTX-80 HIGH EFFICIENCY NG 50 76 70 83 130 314 3 5 12080/1 22X52 90% 210 627 W L u U) z U � < z LLW0 Cn EXPANSION TANK SCHEDULE ° ° 5 D Z N EQUIP.NO LOCATION SERVICE BASIS OF DESIGN BASIS OF DESIGN TANK VOLUME ACCEPTANCE PRESSURE DIA HEIGHT HEIGHT I— a Q MANUFACTURER MODEL NUMBER DESCRIPTION TANK TYPE (GALLONS) VOLUME RATING(Pc (IN) (IN) (LBS) REMARKS � � IW ^ N ET-01 137 JANITOR DOMESTIC HOT WATER AMTROL ST-12 DIAPHRAGM NOWASME 4.4 (GALLONS) 150 11 15 9 = Z (D O (� QU) 0 UZM w0 1/1 � Wr- Q y aUH "� DOMESTIC HOT WATER CIRCULAT (HWC) SCHEDULE revisions: CAPACITY SIZE(IN) CONSTRUCTION MOTOR Q EQUIPMENT MARK SERVICE LOCATION PUMP TYPE BASIS OF DESIGN MANUFACTURER TEMP REMARKS AND MODEL ('F) Q GPM TDH SUCT DISCH BODY FITTINGS W AMPS VOLTS PH HZ HWC-01 M-01 231 JANITOR IN-UNE GRUNDFOS I ALPHA 140 3 12 17 17 CAST IRON CAST IRON 45 0.65 115 1 60 date: 10.30.2015 project: 08015 dwg file: X-08015 drawn by: AMS checked by: JSH copyrightO 2015 Carlson Veit Architects P.C. PLUMBING SCHEDULES REFERENCE ONLY Sheet: NOT APPROVED WITH THIS PERMIT P-002 of GENERAL DEMO SHEET NOTES FLAG NOTES 1. DRAWINGS ARE SCHEMATIC IN NATURE. NOT ALL EXISTING FIXTURES,FITTINGS,OR BRANCHES ARE SHOWN. 1 CONTRACTOR TO DEMOLISH AND REMOVE EXISTING SANITARY WASTE/VENT PIPING,TRAP PRIMERS, GENERAL SHEET NOTES FLAG NOTES ❑� o IT IS UP TO THE CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS AND THE EXTENT OF WORK FITTINGS&HANGERS/SUPPORTS BACK TO MAIN AND CAP,TO THE EXTENT INDICATED. ~ c) 1. DRAWINGS ARE SCHEMATIC IN NATURE. NOT ALL FIXTURES, FITTINGS,OR CONTRACTOR TO COORDINATE WATER OUTAGE FOR INSTALLATION OF ��❑ W z °' REQUIRED. NEW BFP WITH BUILDING TENANTS AND BUILDING OWNER.INSTAR BFPWO CONTRACTOR TO DEMOLISH AND REMOVE EXISTING COLD WATER FROM PLUMBING FIXTURE BACK TO MAIN BRANCHES ARE SHOWN. IT IS UP TO THE CONTRACTOR TO FIELD VERIFY o w 2. CONTRACTOR TO LOCATE AND PRESERVE ALL PORTIONS OF THE EXISTING PLUMBING SYSTEM TO BE AND CAP,TO THE EXTENT INDICATED.ALL HOT WATER PIPING TO BE DEMOLISHED AND REMOVED. ALL EXISTING CONDITIONS AND THE EXTENT OF WORK REQUIRED. PER CITY OF TIGARD REQUIREMENTS. �❑ a w REUSED.ANY EXISTING DAMAGE TO THE EXISTING PLUMBING SYSTEM TO BE REUSED WILL BE REPLACED I L U - U 0 a REPAIRED BY THE CONTRACTOR AS PART OF THIS CONTRACT. CONTRACTOR TO DEMOLISH AND REMOVE EXISTING TANK TYPE AND INSTANT WATER HEATERS, PIPING, 2. CONTRACTOR TO LOCATE AND PRESERVE ALL PORTIONS OF THE rl AND ASSOCIATED CONTROLS. COORDINATE WITH ELECTRICAL AND ARCHITECTURAL DRAWINGS. EXISTING PLUMBING SYSTEM TO BE REUSED.ANY EXISTING DAMAGE TO a o w w 3. ANY DAMAGE CAUSED TO THE EXISTING SYSTEM TO BE REUSED,WILL BE REPAIRED I REPLACED BY THE THE EXISTING PLUMBING SYSTEM TO REUSED WILL BE REPLACED/ 0 E- ul)°' J ~ CONTRACTOR TO REMOVE EXISTING WATER METER SERVING SOUTH SUITE.CONTRACTOR TO DEMOLISH REPAIRED BY THE CONTRACTOR AS PART OF THIS CONTRACT. V to AND REMOVE EXISTING COLD WATER PIPING BACK TO EXISTING VALVE AND CAP. //� H N = CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. cy, z 4. CONTRACTOR TO DEMOLISH AND REMOVE ALL EXISTING DOMESTIC HOT WATER PIPING,FITTINGS,VALVES, 3. ANY DAMAGE CAUSED TO THE EXISTING SYSTEM TO BE REUSED,WILL BE V J U • A O z CONTRACTOR TO DEMOLISH AND REMOVE EXISTING COLD WATER PIPING BACK TO EXISTING WATER METER. REPAIRED I REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST TO 1 o z v HANGERS/SUPPORTS, INSULATION,ETC. THE OWNER. ^ LL1 5. CONTRACTOR TO DEMOLISH AND REMOVE ALL EXISTING PLUMBING FIXTURES AS INDICATED ON DRAWINGS. NEW DCBP TO BE INSTALLED IN EXISTING DCW RISER.CONTRACTOR TO COORDINATE PARTIAL DEMOLITION — X Q w OF RISER WITH INSTALLATION.ADDITIONALLY WATER OUTAGE TO BE COORDINATED WITH EXISTING 4. EXISTING VENT,WASTE, STORM, OR WATER PIPING RISERS,TO REMAIN, ~ ~ w 0 6. CONTRACTOR TO DEMOLISH AND REMOVE ALL DOMESTIC COLD WATER PIPING(INCLUDING TRAP PRIMERS) BUILDING TENANT SOUTH OF LEASE AREA.WORK WILL NEED TO BE PERFORMED DURING OFF HOURS. LOCATED IN WALLS BEING DEMOLISHED TO BE RELOCATED TO NEW = w W UJ AND SANITARY WASTEVENT PIPING FROM FIXTURES BEING DEMOLISHED OR CURRENTLY DEMOLISHED. WALLS.COORDINATE WITH ARCHITECT FOR NEW WALL LOCATIONS. _ o >CO w F- m III DEMOLISH PIPING BACK TO MAINS AND CAP; INCLUDING FITTINGS,VALVES,HANGERSISUPPORTS, INSULATION EXISTING REMOTE WATER METER READOUT DISPLAY TO BE RELOCATED TO NEW SOUTH CORRIDOR. U = o � U C) o ETC. V Q Q Ls 7. EXISTING VENT,WASTE, STORM,OR WATER PIPING RISERS,TO REMAIN,LOCATED IN WALLS BEING DEMOLISHED TO BE RELOCATED TO NEW WALLS. COORDINATE WITH ARCHITECT FOR NEW WALL LOCATIONS. eD PNRop�Fs �725PE ~ Y �1 (E)4'W 3 1 `T' r 43 DFU OREGON -3-0'INVERT ELEVATION � $y 11 n. `y \J COTE - -- -- 3Aw- - ---- --- __ Ex i res: 12/31/16 a N105105 a I I /OFFICE OFFICE I I CLASSROOM I CLASSROOM S-2 t p6 1 1 ( I 101 102I CO3 j 104 I ( MED DIRECTOR 11 I 1 1 107 O w 5 ( I 314'HW t C) OCD U) -Y N 7 P-200 30 W ( _ 3 HALLWAY - � 314'HW (0 QI I lE/VWL-172J i. HALLW Y I MD WAITING - •� N /✓ _ LL , . ¢ 109 , * 108 M CD _ T 314 CW rp N W CLINIC i d II i.r. \ 4 — 1 - a b - 1 ii (RECTOR II OFFICE 121 _- rr I 124 J —� PRIVACY I C ; 1 PY X 125 Q) CID R.. 5 I'I _ _ - tia _ p , ,; r. 1 — - - - I I - -- - - ' - --- I 1 ICEPTION N C) 11 O .�•�, - PRIVAC - ( 111 - ENTRY t:V N --- P F___. 112 0)F I . ,� OFFICE I -- 125-j 1 1 O PRIVACY �- _ �y r�V PHARMACY 116 I 314' HW I Q � ! M (E) ,-1YtSWAv II.. � 12o I ~ .�--�--� � 1 L Q t'---�-1 123 1rwanNc _ r FICE -- 4�W r I 1 PRIVACY I P 111LL 70 97, � 1-- 2 I1 2 3 ;- 5 - - i 4�W P-200 0 1— OFFICE4 rl 130 ;� wS t29 16 \ I MEN UA? w W z )14BREAKROOM < �SUPERVISOR J/1t4ROR UNICAL� =i L L 144_ I.L WW af O ! ''! U OFFICE ii I': OFFICE 1, 18 I ! 137- ' S ERVLSOR I, I , / - ® I N/ . Y 131 if ii --1 —i I 1_J !,�.wd-1.4-tu-UA -, O LL D - - I v t - - -- — �f j � � II I � � I MEN Oq OMEN ( W_ jr C OFTIC� -'� - !I OFFICE— - CLASSROOM I.� s - .. _ OFFICE .. 142- 145 � � Q - -� -. 133 III jL 1 J I w (�O < C O \� LL _ I/ — I / t\ � WOAIfi�I QU HALLWAY 1'CWi -------�4•HW _ �f1 T _ revisions: 143 _ . 135 �- O flO I I � I � I ADJACENT SUITE date: 10.30.2015 project: 08015 I dwg file: X-08015 I : - � drawn by: AMS Checked byJSH copyrightp 2015 j D ! - -- ---- — — - -- - --- -- - - Carlson Veit Architects P.C. i FLOOR PLAN FLOOR PLAN - PLUMBINGPLUMBING FLOOR PLAN - DEMOLITION - PLUMBING SCALE:1/8" -0" 2 SCALE: 1/8'- 1'-V REF NCE ONLY Sheet: NOT APPROVED WITH THIS PERMIT P- 1 O 0 Of Zm ❑❑ 0 o Cn co FLAG NOTES l= "' � C -- --- -- 1/20 CW&HW DROP TO L-1 &S-1. �❑ O ---- --- -- o � r - - - - - - — Lu ¢ PRI VA 3140 HW 4,W 2 1/2•CW DROP TO WG-1. L U — O 118 i WG1 I' i 1-1/40W UP TO WFS-1. `I -j w 5 3 1"�1 Ln Q I J PF—S-51 I Q MEN y 3W CW 4� 3/40CW DROP IN WALL TO BELOW COUNTER TO SERVE WATER FILL STATIONS. O U) z N I o - I RIVA 14 1 --Q BREAKROOM 1/2'CW RISER TO WFS 1. V J U u, o Z -vrcw1 Q' Ln v I S- L 1 I '� 3•FLUE AND COMBUSTION AIR UP THROUGH ROOF.TERMINATE COMBUSTION W Q O 117 ; D I 144 AIR WITH A GOOSENECK F- � 1•CW 5 I `d� " — U a LLJ of of I -- I 3u• PRI ( W N VA ( W S 1 I -; o I , — 1 I I FS 1 1 (r Q QLn 314�HW -- -I 5 -- 116 --- I 4 W 1 X11 1 - I pl _ ' • Ep PRpr 1 W� r2,PE n 4•w 1 S11 PRIV�ICY wF-1 ' wG1 314• HWR----- 1 5 3 11 I NIF�N j— MEN - W i 1 I 'F OREGON o e -- - — -1 - ir- 1 AS — II SAMUEL 1 ViESTIB t L Ex ires: 12/31/16 1 41f- P�00 6 1 1_ o0 0 Lu --- - L-- - 1 L 1 I j L 1 1 II I' O EWOMEN I I co ~ I CD 3 WH-01 I 1'HW ,� l_- r las ) v [,,,,,R)N SUPEo o W - ET-01 ® Q 314•M WC-11 1 I O I I ►n N 119 i 1 137 SUF '" VIIG1 1 I - H LL 0 04 1•Cw N O f` 314•W ENLARGED PLAN - TOILET ROOMS C r SCALE: 114•= V-0• 2 > 0 Q N t O ENLARGED PLAN - PHARMACY " ip ip SCALE: 1A'= 1'-0• w O rn F- � a Z 7 � � 0< z U) z W0 U) Oh00 :� a m D wn N O W � (D ( UCzo N• Z ) q Z ch < V I co Q =3°7 � W � c� CK F z l a revisions: 11-30-2015 t RAN REVIEW COWEN75 0 A date: 10.30.2015 project: 08015 dwg file: X-08015 drawn by: AMS checked by: JSH copyrighto 2015 Carlson Veit Architects P.C. PLUMBING REFERENCE ONLY ENLARGED PLANS NOT APPROVED WITH THIS PERMIT sheet: P-200- of: ❑❑ Z O o0 EXPANSION TANK ❑(��❑ rn ~ M u N > p~j F- AQUASTAT TIMER w o z w SHEET METAL 0 x O r < O TALL CONE FITTING WITH ❑❑ 0 q Oa a HWS COUNTER COUNTER FLASHING RIMS PRESSURE GAUGE FLUE THRU ROOF WITH FLASHING COLLAR. L U O a STRAINER WITH BLOWDOWN UL LISTED CAP AT ROOF r 0 CHECK VALVE(TYP) w a W UJ o DOUBLE CHECK VALVE 12'MIN. FLASHING _ w w J O z m J H u- BALL VALVE (TYP) JL RUN ROOF UP UNDER CWS THERMOMETER Z v ~ COUNTER FLASHING RIMS _ N ~ 1-- _ HWR �HI I I DIELECTRIC UNION (TYP) I cn o N FLOW 1 FLOW //� U • rn ~o z TEMPIPRESSURE ROOF. SEE V J z RECIRCULATING PUMP RELIEF VALVE ARCHITECTURAL WLO � xa W BALANCING VALVE — — PLANS FOR MORE f— < O PIPE TO NEAREST INFORMATION. — U OA FLOOR DRAIN AND = w w w w TERMINATE WITH !— o > m AN AIR GAP SLEEVE THRU U = o w ALL AROUND NG ROOF-SCH.40 2'x2'x1/4'ANGLE U Cl)C;Im o GAS 1'WIDE, 16 GA STEEL PIPE 2 SIZES ON 2 SIDES WELD `v' m WATER STRAP ANCHOR BOLT LARGER THAN TO SLEEVE AND Q Q "' GAS VALVE HEATER TO WALL/STRUCTURE VENT PIPE ANCHOR TO ROOF V MIN CLEAR ALL GAS REGULATOR D PROFF AROUND HOSE END ytit�ss, NOTES: DIRT LEG I DRAIN VALVE VENT PIPE 0 r2 �� 1. CONNECTIONS TO BE SCREWED TYPE, AS OUTLINED IN THE SPECIFICATIONS. VENT PIPE FLEXIBLE 2. ACCESS & CLEARANCE SHALL BE PROVIDED FOR REQUIRED TESTING, MAINTENANCE, do CONNECTION (TYP) REPAIR: INCLUDING A MINIMUM OF 1'-0' BETWEEN LOWEST PORTION OF ASSEMBLY, AND INSULATION PAD �^ Qr "�y��ti FLOOR. PAJEI- DOUBLE CHECK VALVE BACKFLOW FLUE THROUGH ROOF DETAIL 1 fres: 12/31/16 VENT THROUGH ROOF DETAIL WATER HEATER DETAIL 3 SCALE:NTS 4 PREVENTER DETAIL 2 SCALE:NTS SCALE:NTS LLJ SCALE:NTS U) CV �cc � O G N C6 CD* u') N W x lOLi- C) N e- O N N O U C HANGER ROD(TYP) > 0 INSULATION PER Q SPECIFICATIONS(TYP) LL -0 C (0 C) U) -f-- 0 G6 Lu n v Z = T WWF ELD V Q INSULATION SHIELD LL W O AT HANGER DLE O 0 � ADJUSTABLE CLEVIS HANGER TYPE ADJUSTABLE CLEVIS HANGER TYPED 1 -SEE SPECIFICATIONS 43-SEE SPECIFICATIONS 1/2'(15mm]DIA.HANGER RODS WITH J ul mO m 01 PROVIDE INSULATION SHIELD 36'MAX.SPACING ON EACH CHANNEL w F— � W &INSERT FOR ALL PIPING(8-MIN.) -�IE O = z3: 0 C3 cc oWa < _ � � D�P)-5/8' 12 GAUGE CHANNEL C U ~ r ~ L) OR 2xYx1/4'ANGLE revisions: NOTES: SEE SPECIFER FOR DETAILED Q HANGER REQUIREMENTS SIDE VIEW TRAPEZE HANGER FOR UP TO 1000 LB. Q UNIFORM LOAD MAXIMUM SUPPORT SPACING OM,SUZEEIN. HRU 314 date: 10.30.2015 5NOTE: FT. 14 lb m if zf I La Ju - - project: 08015 NGdwg file: X-08015 FOR TRAPEZE HANGER TAKE SPACING OF SMALLEST SIZE ON TRAPEZE• drawn by: AMS checked by: JSH PIPE HANGER DETAIL 5 Carlson Veit Architects P.C. SCALE:NTS REFERENCE ONLY NOT APPROVED WITH THIS PERMIT PLUMBING DETAILS sheet: P-300 of: ABBREVIATIONS SYMBOLS LEGEND - GENERAL SYMBOLS LEGEND - HVAC (CON'T) SYMBOL DESCRIPTION SYMBOL DESCRIPTION Zzi A AIR,AMPERE KW KILOWATT ❑❑ 0 o c' ABS ABSOLUTE KWH KILOWATT HOURS — t: "' ACU AIR CONDITIONING UNIT DRAWING CONSTRUCTION('FLAG'NOTE ROUND, 90' ELBOW, RNV OR RID= 1.5 ❑❑❑ w z °' u AFF ABOVE FINISHED FLOOR L LENGTH �❑ o z w AG ABOVE GRADE LAT LEAVING AIR TEMPERATURE < O ~ X-XX EQUIPMENT IDENTIFIER 0 O AHU AIR HANDLING UNIT LB POUND,LINEAR BAR p 0 � or ALUMINUM,ACOUSTICAL LINING LBS POUNDS RECTANGULAR,90' ELBOW, ROR RID=1.5 U NV o AMB AMBIENT LD LINEAR DIFFUSER MATCHUNE a w w ARRGT ARRANGEMENT LF LINEAR FEET 1�1 w J ATM ATMOSPHERE LWT LEAVING WATER TEMPERATURE (n Z v N F BC BLOWER COIL MAX MAXIMUM REVISION CLOUD(ENCIRCLES DRAWING CHANGES MADE SINCE RECTANGULAR OR ROUND,90` ELBOW, F— C z BDD BACKDRAFT DAMPER MBH THOUSAND BTU PER HOUR THE PREVIOUS RELEASE) RNV OR R/D= 1.5 �/J U O z BFF BELOW FINISHED FLOOR MCA MINIMUM CIRCUIT AMPACITY L1J LO Z � BFP BACKFLOW PREVENTER MD MANUAL DAMPER ir Xa0 BHP BRAKE HORSEPOWER MECH MECHANICAL ® REVISION REFERENCE LL w BOB BOTTOM OF BEAM MFR MANUFACTURER SQUARE CORNER ELBOW WITH TURNING VANES — CJ � BOD BOTTOM OF DUCT MIN MINIMUM • BOS BOTTOM OF STEEL MOCP MAXIMUM OVER CURRENT fff> EXISTING TO BE REMOVED(HATCH) Of p F = w CO EE w W o > m V = ow BTUH BRITISH THERMAL UNITS PER PROTECTION HEAVY LINEWEIGHT INDICATES NEW WORK U Cl)m rn f HOUR MOD MOTOR OPERATED DAMPER J 45' BRANCH CONNECTION V A c> CAP CAPACITY CS MTR MOTOR LIGHT LINEWEIGHT INDICATES EXISTING INFORMATION *-�-s a Q CC COOLING COIL NA NOT APPLICABLE POINT OF CONNECTION(POC)BETWEEN NEW AND EXISTING CCW COUNTER-CLOCKWISE NC NORMALLY CLOSED RECTANGULAR BRANCH TO RECTANGULAR DUCT EO PROP CD CEILING DIFFUSER NEG NEGATIVE POINT OF CONNECTION CONNECTION WITH 45'TAPER \yc �r ss CFM CUBIC FEET PER MINUTE NG NATURAL GAS CFS CUBIC FEET PER SECOND NIC NOT IN CONTRACT O� ROUND OR RECTANGULAR BRANCH TO ROUND OR CHR CHILLED WATER RETURN NO NUMBER,NORMALLY OPEN CHS CHILLED WATER SUPPLY NTS NOT TO SCALE NORTH REFERENCE RECTANGULAR DUCT CONNECTION CLG CEILING,COOLING QS Qcy��1° y� COMP COMPRESSOR OA OUTDOOR AIR ROUND BRANCH TO RECTANGULAR DUCT CONNECTION SAMUEL- COND CONDENSATE OC ON CENTER Ex fres: 12/31/16 CONT CONTINUE, CONTROL OD OUTSIDE DIAMETER COP COEFFICIENT OF PERFORMANCE OPNG OPENING X DETAIL REFERENCE CP CIRCULATING PUMP XX.XX DETAIL IDENTIFICATION NUMBER CRU CONDENSATE RETURN UNIT P PUMP, PLUMBING SHEET WHERE DETAIL IS DRAWN W CU CONDENSING UNIT PD PRESSURE DROP ROUND BRANCH TO ROUND DUCT CONNECTION O CU FT CUBIC FEET PH PHASE V 07 CV CONSTANT VOLUME POC POINT OF CONNECTION X CV CVTR CONVERTER POS POSITIVE ELEVATION REFERENCE ti �S TRANSITION OR REDUCER-NOTED FOT(FLAT ON TOP)OR cO t` CW CLOCKWISE,COLD WATER PPM PARTS PER MILLION XX.XX FOB(FLAT ON BOTTOM)IF REQUIRED v N 2 PR PUMPED RETURN ELEVATION IDENTIFICATION NUMBER c1i dB DECIBELS PRV PRESSURE REDUCING VALVE SHEET WHERE ELEVATION IS DRAWN CD O LLJ DB DRY BULB PSI POUNDS PER SQUARE INCH RECTANGULAR TO ROUND TRANSITION N a. DCV DOUBLE CHECK VALVE PSIA PSI ABSOLUTE X DEG DEGREE PSIG PSI GAGE ■ SECTION REFERENCE SECTION IDENTIFICATION NUMBER SUPPLY AIR DUCT-TURNING TOWARD 1- Li DI DE-IONIZED P/I PRESSURE/TEMPERATURE DIA DIAMETER PVC POLYVINYL CHLORIDE SHEET WHERE SECTION IS DRAWN SUPPLY AIR DUCT-TURNING AWAY o DMPR DAMPER C14 V DN DOWN QTY QUANTITY RETURN AIR DUCT-TURNING TOWARD N N SYMBOLS LEGEND - HVAC ; E EXISTING RA RETURN AIR EA EXHAUST AIR REF REFERENCE SYMBOL DESCRIPTION RETURN AIR DUCT-TURNING AWAY 0 EAT ENTERING AIR TEMPERATURE READ REQUIRED EER ENERGY EFFICIENCY RATING RF RETURN FAN ROOFTOP EXHAUST FAN ,ROOFTOP SUPPLY FAN EXHAUST AIR DUCT-TURNING TOWARD O EF EXHAUST FAN RG RETURN GRILLEQ N EFF EFFICIENCY RPBFP REDUCED PRESSURE BACKFLOW EXHAUST AIR DUCT-TURNING AWAY EG EXHAUST GRILLE PREVENTER ® ® CEILING SUPPLY DIFFUSER LL EL ELEVATION RH RELIEF HOOD,RELATIVE HUMIDITY ROUND DUCT-TURNING TOWARD o ?� EQUIP EQUIPMENT RPM REVOLUTIONS PER MINUTE i� 0 m CEILING RETURN DIFFUSERo N ROUND DUCT-TURNING AWAY uJ O co ESP EXTERNAL STATIC PRESSURE H- v EWT ENTERING WATER TEMPERATURE S SOIL EXH EXHAUST SA SUPPLY AIR CEILING EXHAUST DIFFUSER FLAT-OVAL DUCT-TURNING TOWARD w W U) z EXIST EXISTING SC SHADING COEFFICIENT U C EXP EXPANSION SD SMOKE DAMPERMUM LINEAR SLOT DIFFUSER FLAT-OVAL DUCT-TURNING AWAY W O EXT EXTERIOR, EXTERNAL SENS SENSIBLE LL > w SEER SEASONAL ENERGY EFFICIENCY 1 R� INCLINE RISE(R)OR DROP(D) IN DIRECTION OF ARROW � d F FAHRENHEIT, FIRE LINE RATING SIDE WALL REGISTER FD FIRE DAMPER SF SUPPLY FAN, SQUARE FEET, a M FLEXIBLE DUCT OR CONNECTION w c' O M FDC FIRE DEPARTMENT CONNECTION SAFETY FACTOR BDD C') Z N FE FIRE EXTINGUISHER SG SUPPLY GRILLE Q Lu rn 0 FLA FULL LOAD AMPS SHG SENSIBLE HEAT GAIN BACKDRAFT DAMPER W Ix FLR FLOOR SHR SENSIBLE HEAT RATIO FLEXIBLE DUCT OR CONNECTION = Z O «'Q 0 FLTR FILTER SL SOUND LINING FM FLOW METER SP STATIC PRESSURE U m 0 =° FOB FLAT ON BOTTOM SS STAINLESS STEEL i ; DAMPER(OPPOSED BLADE/PARALLEL BLADE) m p o LINED DUCTWORK o U w o Q U l/ FO FLAT OVAL a FOT FLAT ON TOP T THERMOSTAT FPM FEET PER MINUTE TEMP TEMPERATURE M M p ACCESS DOOR(AD)OR ACCESS PANEL(AP) revisions: FPS FEET PER SECOND TG TRANSFER GRILLE MOTOR OPERATED DAMPER Ap AP Q FSD FIRE SMOKE DAMPER TOD TOP OF DUCT FT FEET, FAN TERMINAL TOT TOTAL Q FV FACE VELOCITY TP TRAP PRIMER,TOTAL PRESSURE TRV TEMPERATURE RELIEF VALVE LOUVER VOLUME DAMPER Q GA GAGE TSP TOTAL STATIC PRESSURE GAL GALLONS TU TERMINAL UNIT FD GALV GALVANIZED TYP TYPICAL /e FIRE DAMPER(VERTICAL/HORIZONTAL) date: 10.30.2015 GPM GALLONS PER MINUTEI --� UNIT HEATER D UH UNIT HEATER N project: 08015 H HUMIDIFIER,HEIGHT LION UNLESS OTHERWISE NOTED —� AIRFLOW,SUPPLY SD dwg file: X-08015 HC HEATING COIL HD HEAD V VENT,VOLT --.%- AIRFLOW, RETURN fl4SSMOKE DAMPER (VERTICAL/HORIZONTAL) dra n dy:AMSSHEX HEAT EXCHANGE VA VALVE D HP HORSEPOWER, HEAT PUMP VAC VACUUM OT OS THERMOSTAT,TEMPERATURE SENSOR HTG HEATING VAV VARIABLE AIR VOLUME Carlson Veit Architects P.0 HWR HOT WATER HEATING RETURN VB VACUUM BREAKER copyng tp 15 OH HUMIDITY SENSOR T FSD FIRE SMOKE DAMPER(VERTICAL I HORIZONTAL) HWS HOT WATER HEATING SUPPLY VEL VELOCITY f II 4 REFERENCE ONLY MECHANICAL HZ HERTZ VFD VARIABLE FREQUENCY DRIVE ® ® CARBON MONOXIDE SENSOR,CARBON DIOXIDE SENSOR flts NOT APPROVED WITH THIS PERMIT LEGENDS ID INSIDE DIAMETER, INDIRECT DRAIN © SMOKE DETECTOR � DIFFUSER TYPE MARK IE INVERT ELEVATION W WATER,WATT,WIDTH IH INTAKE HOOD WB WET BULB BT=BEAM TRANSMITTER SD-1 6` x6--� CONNECTION SIZE & SYMBOLS IN INCH WG WATER GAGE BR=BEAM RECEIVER iRZT9nL� QUANTITY sheet: INT INTERIOR WH WATER HEATER I = IONIZATION AIR FLOW(CFM) IPLV INTEGRATED PART LOAD VALUE WTR WATER P= PHOTOELECTRIC M -001 WWP WATER WORKING PRESSURE of GENERAL NOTES EXCEPTION(S): lmdmbkb� 1. THE FULL SCOPE OF THE MECHANICAL WORK IS THE TOTAL OF WORK SHOWN ON THE PLANS AND A. GRAVITY DAMPERS SHALL BE PERMITTED FOR OUTSIDE AIR INTAKE OR EXHAUST CALLED FOR IN THE SPECIFICATIONS. IN CASE OF CONFLICT,THE SPECIFICATIONS SHALL GOVERN. AIRFLOWS OF 300 CFM OR LESS. ❑l 0 o mo ❑�❑ f m PROVIDE A COMPLETE 8 FUNCTIONAL SYSTEM. w ' °' ~ 7. MECHANICAL VENTILATION TO BE PROVIDED IN ACCORDANCE WITH CHAPTER 4 OF THE o z w 2. PERFORM ALL WORK IN ACCORDANCE WITH LOCAL CODES AND ORDINANCES.OBTAIN AND PAY FOR INTERNATIONAL MECHANICAL CODE. THE SYSTEM IS TO HAVE THE CAPABILITY TO REDUCE �❑ a W 0 ALL REQUIRED PERMITS AND PAY FOR ALL FEES REQUIRED BY AUTHORITIES HAVING JURISDICTION. THE OUTDOOR AIR SUPPLY TO THE MINIMUM REQUIRED BY CHAPTER 4 OF THE O PAY ALL SYSTEMS.oYALTIES OR FEES REQUIRED IN CONNECTION WITH THE USE OF PATENTED DEVICES AND INTERNATIONAL MECHANICAL CODE. d af 0 8. DCV IS TO BE INCLUDED FOR SPACES LARGER THAN 500 FT2 FOR SIMPLE SYSTEMS AND W w w 3. REFER TO ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR GENERAL CONSTRUCTION INCLUDING, z "' a ' BUT NOT LIMITED T0, LOUVERS,CONCRETE EQUIPMENT PADS, FLASHING DETAILS,ETC. REFER TO SPACES LARGER THAN 150 FT2 FOR MULTIPLE ZONE SYSTEMS. W N = N ARCHITECTURAL DRAWINGS FOR ROOM ELEVATIONS,LOCATE MECHANICAL DEVICES SUCH AS (n 1-1 U • cn W z TEMPERATURE SENSORS, HUMIDISTATS, PANELS, ETC.SO THAT THEY DO NOT CONFLICT WITH 9. ALL LONGITUDINAL AND TRANSVERSE JOINTS, SEAMS AND CONNECTIONS OF _` w A o z GENERAL CONSTRUCTION(WAINSCOT, DOOR HARDWARE, ETC.)NOR WITH ELECTRICAL SYSTEM(LIGHT LOW-PRESSURE SUPPLY AND RETURN DUCTS ARE TO BE SECURELY FASTENED AND W X Lo o 9 SWITCHES,SPEAKERS,OUTLETS,ETC.). SEALED WITH WELDS, GASKETS, MASTICS (ADHESIVES), MASTIC-PLUS-EMBEDDED-FABRIC a ao w SYSTEMS OR TAPES INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S - vit x 4. ARRANGE EQUIPMENT SO THAT ACCESS CLEARANCES INDICATED BY DRAWINGS, REQUIRED BY CODES, W > OR RECOMMENDED BY MANUFACTURER ARE PROVIDED;WHICH EVER ARE MOST STRINGENT. = 04 INSTALLATION INSTRUCTIONS. CD W W F- o > m 5. THOROUGHLY EXAMINE ALL AREAS WHERE EQUIPMENT,DUCTWORK,AND PIPING WILL BE INSTALLED 10. ALL DUCTS AND PLENUMS DESIGNED TO OPERATE MEDIUM-PRESSURE ARE TO BE U = o tY w AND REPORT ANY CONDITION THAT PREVENTS THE PROPER INSTALLATION OF THE MECHANICAL WORK. INSULATED AND SEALED IN ACCORDANCE WITH SECTION 5032.7. ( ' U ° � c' v x m � Q Q uui 6. COMPLY WITH OREGON ENERGY EFFICIENCY SPECIALTY CODE SECTION 503.2.9 HVAC SYSTEM 11. EACH SUPPLY AIR OUTLET IS TO BE EQUIPPED WITH MEANS FOR AIR BALANCING IN COMPLETION. INCLUDE THE DEVELOPMENT OF CONSTRUCTION AND AS-BUILT DRAWINGS, PROJECT ACCORDANCE WITH THE REQUIREMENTS OF IMC 603.17. DISCHARGE DAMPERS INTENDED MANUALS,AND SYSTEM BALANCING REPORTS. TO MODULATE AIRFLOW ARE PROHIBITED ON CONSTANT VOLUME FANS AND VARIABLE PRop 7. ARRANGEMENT OF SYSTEMS INDICATED ON THE DRAWINGS IS DIAGRAMMATIC,AND INDICATES THE VOLUME FANS WITH MOTORS 10 HORSEPOWER. C2SPE yt 7ss� MINIMUM REQUIREMENTS FOR PLUMBING AND MECHANICAL WORK. ADJUST BOX LOCATIONS, BASED z o� 12 ON FIELD MEASUREMENTS,TO AVOID INSTALLATION ABOVE DESKS. SITE CONDITIONS SHALL . AN OPERATING AND MAINTENANCE MANUAL MUST BE PROVIDED TO THE BUILDING OWNER DETERMINE THE ACTUAL ARRANGEMENT OF THE WORK. TAKE FIELD MEASUREMENTS BEFORE BY THE MECHANICAL CONTRACTOR. PREPARING SHOP DRAWINGS, OBTAIN APPROVAL OF SHOP DRAWINGS BEFORE BEGINNING REQUIRED OUTSIDE AIR AND EXHAUST AIRFLOW RATE os '�h°f "2o FABRICATION. BE RESPONSIBLE FOR ACCURACY OF DIMENSIONS AND LAYOUT. OVERHEAD PIPING AND 13. EACH HVAC SYSTEM AT FAN SYSTEM DESIGN CONDITIONS DOES NOT EXCEED THE DUCTWORK SHALL BE ARRANGED TO OBTAIN MAXIMUM HEAD ROOM. SHOP DRAWINGS SHALL BE ALLOWABLE FAN SYSTEM MOTOR NAMEPLATE HP (OPTION 1) OR FAN SYSTEM BHP MINIMUM VENTILATION RATES FROM TABLE 403.3, 2014 OREGON MECHANICAL SPECIALTY CODE SAMDE� STAMPED BY A LICENSED ENGINEER. (OPTION 2)AS SHOWN AND CALCULATED IN REQUIREMENT DETAILS. D(ZALL E:x ires: 12/31/16 DEFAULT PSI ZONES 8. CLEAN AND PROTECT WORK FROM DAMAGE. RESTORE DAMAGED FINISHES. COVER ENDS OF PIPING TOTAL OCCUPANT ZONE CFM CFM Vbzp+Vb Voz=Vbz ZONE SYSTEM Rp'Pz)+ EXCEPTION(S): ROOM Rp'Pz Ra'Rz Vot=Voz PRIMARY Zp= (FALL VoWEv AND DUCTWORK NOT ACTIVELY BEING WORKED ON. NUMBER ROOM NAME AREA DENSITY NO. OF PER PER za /Ez NO.OF FALL A. INDIVIDUAL EXHAUST FANS WITH MOTOR NAMEPLATE HORSEPOWER OF 1 HP OR LESS. (CFM) (CFM) (CFM) AIRFLOW VobVpz ZONES (CFM) o W (SQFT) #/1,000 PEOPLE PERSON SOFT. (CFM) (CFMj (CFM) PEOPLE Pz) ZONES � 9. WHEN APPLICABLE,MODIFY AND EXTEND EXISTING SERVICE TO ACCOMMODATE NEW WORK. j SOFT Ra'Az C) O U) 14. FOR EACH FAN, THE SELECTED FAN MOTOR IS NO LARGER THAN THE FIRST AVAILABLE (CFM) RELOCATE EXISTING COMPONENTS AS REQUIRED FOR NEW SYSTEM. COORDINATE WITH BUILDING N MANAGEMENT. MOTOR SIZE GREATER THAN THE BRAKE HORSEPOWER(BHP). Az PZ Pp Vbzpj Ra Vbza Vbz Ez Voz Vot Vpz Zp Cv Ps D Vou Vot 103 CLASSROOM 1 202 50 11 1 5 55 0.06 12 67 0.8 84 84 450 0.186 N G 10. CONCEAL PIPING AND DUCTWORK TO THE GREATEST EXTENT PRACTICAL. EXCEPTION(S): 104 CLASSROOM 155 50 8 5 40 0.06 9 49 0.8 62 62 350 0.176 (vj (p A. FOR FANS LESS THAN 6 BHP, WHERE THE FIRST AVAILABLE MOTOR LARGER THAN THE 105 INTAKE i 98 5 1 5 2.45 0.06 6 8 0.8 10 10 150 0.069 U N W 11. DRAWINGS DO NOT SHOW ALL OFFSETS WHICH MAY BE REQUIRED. MAKE OFFSETS WITH FITTINGS BRAKE HORSEPOWER HAS A NAMEPLATE RATING WITHIN 50% OF THE BHP, SELECTION OF 106 EXAM 1 59 5 1 5 1.475 0.06 4 5 0.8 6 6 150 0.042 4 WITH AS SMALL ANGLE OF OFFSET AS POSSIBLE;DO NOT USE TURNING VANES UNLESS SPECIFICALLY THE NEXT LARGER NAMEPLATE MOTOR SIZE IS ALLOWED. 107 MEDICAL DIRECTOR 98 5 t 5 5 0.06 6 11 0.8 14 14 150 0.091 x SHOWN. DUCTWORK 8 PIPING SHALL BE ROUTED TO AVOID ALL STRUCTURAL SUPPORTS.DO NOT CUT 109 HALLWAY 92 5 1 5 5 0.06 6 11 0.8 13 13 250 0.053 STRUCTURAL ELEMENTS WITHOUT PRIOR WRITTEN APPROVAL. 15. COOLING SYSTEMS DO NOT USE HOT GAS BYPASS OR OTHER EVAPORATOR PRESSURE 113 PATIENT WAITING 584 10 6 5 30 0.06 35 65 0.8 81 81 600 0 136 12. MATERIALS, METHODS,AND INSTALLATION SHALL COMPLY WITH THE PROVISIONS OF THE LATEST CONTROL UNLESS THE EQUIPMENT IS DESIGNED WITH MULTIPLE STEPS (OR CONTINUOUS) RTU-01 1,288 29 139 77 216 270 270 2,100 0.186 0.9 29 1.14 236 262 N 'T EDITION OF THE FOLLOWING CODES AS ADOPTED BY LOCAL JURISDICTION. CAPACITY MODULATION. 113 PATIENT WAITING -CORRIDOR 267 - - - - 0.06 16 is 0.8 20 20 140 0.143 (� N 119 RN SUPERVISOR 71 5 0 5 5.00 0.06 4 9 0.8 12 12 100 0.116 aj � • OREGON STRUCTURAL SPECIALTY CODE(OSSC) 120 PHARMACY rn 342 10 3 5 17.10 0.18 62 79 0.8 98 98 400 0.246 • OREGON MECHANICAL SPECIALLY CODE(GMSC) 125 OFFICE r243 5 1 5 2.53 0.06 6 9 0.8 11 11 100 0.107 C • OREGON PLUMBING SPECIALTY CODE OPSC 5 1 5 5.00 0.06 6 11 0.8 14 14 too 0.138 Q ( ) 127 OFFICE > � • OREGON FIRE CODE (OFC) 130 OFFICE 5 1 5 5.00 0.06 6 11 0.8 14 14 100 0.138 L O • OREGON ENERGY EFFICIENCY SPECIALTY CODE(OEESC) 132 OFFICE 5 1 5 5.00 0.06 6 11 0.8 14 14 100 0.138 134 OFFICE 5 1 5 5.00 0.06 6 11 08 14 14 100 0.138 >� c SHEETMETAL NOTES 136 CLASSROOM 50 12 5 65.00 0.06 15 80 0.8 99 99 300 0.332 > 138 CLINICAL SUPERVISOR P11,6637 5 1 5 2.63 0.06 6 9 0.8 11 11 100 0.112 �_ 0 1. PERFORM ALL SHEETMETAL WORK IN ACCORDANCE WITH CURRENT SMACNA STANDARDS. LLI 139 OFFICE 5 1 5 2.60 0.06 6 9 0.8 11 11 100 0.111 H 2. DUCT SEALING SHALL MEET REQUIREMENTS LISTED IN CHAPTER 6 OF(OMSC)AND(OEESC)STATE RTU-02 19 115 139 254 318 318 1,640 0.332 0.8 25 1.28 287 358 �- Z ENERGY CODE. IN ADDITION, PROVIDE SEAL CLASS A FOR ALL DUCTWORK. 108 MD WAITING 30 3 5 15 0.06 6 21 1 26 26 250 0.104 W W110 CHARTS / COPY - - - - 0.12 20 20 1 25 25 200 0.125 WO 3. THOROUGHLY CLEAN ALL DEBRIS FROM THE INSIDE OF ALL DUCTWORK AND PLENUMS. BLOW FREE ALL 11t RECEPTION 5 0 5 2 0.06 6 8 1 11 11 300 0.035 LL x SMALL PARTICLES OF RUBBISH AND DUST. 112 ENTRY 41 - - - - 0.06 2 2 1 3 3 100 0.031 O 0cq 4. MECHANICAL DRAWINGS SHOW APPROXIMATE LOCATIONS FOR GRILLES AND DIFFUSERS. REFER TO 144 BREAKROOM 240 5 1 5 10 0.06 1a 2a 1 31 31 750 0.041 5 D ARCHITECTURAL REFLECTED CEILING PLANS AND ELEVATIONS FOR EXACT LOCATIONS. AFTER SHOP RTU-03 642 5 27 49 76 95 95 1,600 0.125 1.0 6 1.320 85 85 W Z 04 (� ) DRAWINGS ARE COMPLETED VERIFY EXACT LOCATION OF GRILLES AND DIFFUSERS IN THE FIELD. 101 OFFICE lot 5 1 5 5 0.06 6 t t t 14 14 150 0.092 J W � I v O ENSURE THAT DIFFUSER AND GRILLE FRAMES MATCH CEILING TYPES AND FINISH PRIOR TO ORDERING. 102 OFFICE 101 5 1 5 5 0.06 6 11 1 14 14 150 0.092 LQ � � 01 122 HALLWAY 187 0.06 11 11 1 14 14 200 0.070 _ O 5. EACH HVAC SYSTEM HAVING A TOTAL FAN SYSTEM MOTOR NAMEPLATE HP EXCEEDING 5 HP MUST 123 HALLWAY 261 - - - - 0.06 16 16 1 20 20 220 0.089 MEETS THE PROVISIONS Of(OEESC)SECTIONS(503.2.10.1)THROUGH(5032.102 124 CLINIC DIRECTOR 101 5 1 5 5 0.06 6 11 1 14 14 150 0.092 Z ). Q 0 m O ( � o I /1 6. COOLING SYSTEMS TO NOT USE HOT GAS BYPASS OR OTHER EVAPORATOR PRESSURE CONTROL 126 OFFICE 101 5 1 5 5 0.06 6 11 1 14 14 150 0.092 W V ' UNLESS THE EQUIPMENT IS DESIGNED WITH MULTIPLE STEPS(OR CONTINUOUS)CAPACITY 128 OFFICE 101 5 1 5 5 0.06 6 11 1 14 14 150 0.092 a U PF v MODULATION. MAXIMUM HOT GAS BYPASS CAPACITY IS TO BE LIMITED TO 50%TOTAL COOLING 131 OFFICE 101 5 1 5 5 0.06 6 11 1 14 14 150 0.092 CAPACITY. 133 OFFICE tot 5 1 5 5 0.06 6 11 1 14 14 150 0.092 revisions: Q 135 HALLWAY 268 - - - - 0.06 16 16 1 20 20 210 0.096 ENERGY CODE MECHANICAL NOTES RTU-04 1,423 1 7 35 1 1 85 120 150 150 1,680 0.096 1.01 7 11 9801 155 155 Q 1. HEATING AND COOLING EQUIPMENT AND SYSTEMS CAPACITY DO NOT EXCEED THE LOADS A CALCULATED IN ACCORDANCE WITH SECTION (503.2.1). Q 2. THE SUPPLY OF HEATING AND COOLING ENERGY TO EACH ZONE IS TO BE CONTROLLED BY date: 10.30.2015 INDIVIDUAL THERMOSTATIC CONTROLS THAT RESPOND TO TEMPERATURE WITHIN THE ZONE. project: 08015 dwg file: X-08015 3. THERMOSTATIC CONTROLS TO PROVIDE A TEMPERATURE RANGE OR DEADBAND OF AT drawn by: AMS LEAST 5'F (2.8°C) WITHIN WHICH THE SUPPLY OF HEATING AND COOLING ENERGY TO THE checked by: JSH ZONE IS CAPABLE OF BEING SHUT OFF OR REDUCED TO A MINIMUM. copyrightp 2015 Carlson Veit Architects P.C. 4. EACH HVAC SYSTEM TO HAVE CONTROLS THAT VARY THE START-UP TIME OF THE SYSTEM TO JUST MEET THE TEMPERATURE SET POINT AT TIME OF OCCUPANCY. REFERENCE ONLY MECHANICAL NOT APPROVED WITH THIS PERMIT NOTES 5. EACH ZONE TO BE PROVIDED WITH THERMOSTATIC SETBACK CONTROLS THAT ARE CONTROLLED BY A PROGRAMMABLE CONTROL SYSTEM. 6. BOTH OUTDOOR AIR SUPPLY AND EXHAUST ARE TO BE EQUIPPED WITH NOT LESS THAN sheet: CLASS I MOTORIZED DAMPERS. M-002 of: GENERAL DEMO SHEET NOTES FLAG NOTES GENERAL NOTES FLAG NOTES ❑❑ o CONTRACTOR TO DEMOLISH AND REMOVE EXISTING ROOFTOP LENNOX ALILI W o z W 1. DRAWINGS ARE SCHEMATIC IN NATURE. NOT ALL EXISTING FIXTURES,FITTINGS,OR 1. PLANS ARE DIAGRAMMATIC IN NATURE AND REPRESENT CONCEPTUAL ROUTE DUCT TIGHT TO UNDERSIDE OF STRUCTURE. ❑❑pr of BRANCHES ARE SHOWN. IT IS UP TO THE CONTRACTOR TO FIELD VERIFY ALL EXISTING PACKAGED AIR CONDITIONING UNIT.TEMPORARILY CAP ROOF OPENING ROUTING ONLY. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION < w 0 WEATHER TIGHT UNTIL NEW PACKAGED AIR CONDITIONING UNIT IS OF ALL ACTUAL CONDITIONS AND COORDINATING WITH OTHER TRADES. DROP DUCT TO BELOW CEILING INSULATION BUT ABOVE ROOM CEILING. U O ' 0 < CONDITIONS AND THE EXTENT OF WORK REQUIRED. INSTALLED. REMOVE GAS PIPING BACK TO SHUTOFF VALVE AND O " 2. CONTRACTOR TO LOCATE AND PRESERVE ALL PORTIONS OF THE EXISTING HVAC SYSTEM PROVIDE TEMPORARY CAP. 2. 1.5 X RADIUS ELBOWS TO BE USED WHERE SPACE ALLOWS.WHERE 1.5 X ROUTE 6'0 EXHAUST DUCT FROM CEILING MOUNTED FAN TO FAN - d W w w TO BE REUSED.ANY EXISTING DAMAGE TO THE EXISTING HVAC SYSTEM TO BE REUSED RADIUS ELBOWS WILL NOT FIT,90' ELBOW WITH TURNING VANES ARE MANUFACTURER'S ROOF CAP. ~ WILL BE REPLACED/REPAIRED BY THE CONTRACTOR AS PART OF THIS CONTRACT. CONTRACTOR TO DEMOLISH AND REMOVE ALL EXISTING DUCTWORK, PERMITTED. U Z v INSULATION,HANGERS, DAMPERS,&TERMINAL DEVICES; FROM TENANT N SPACE BACK TO TRANSIT ION TOS,&TERMINAL PROVIDE CO2 SENSOR MOUNTED IN RETURN AIR DUCTWORK FOR DCV //� (r- � 6 m z 3. ANY DAMAGE CAUSED TO THE EXISTING SYSTEM TO BE REUSED,WILL BE REPAIRED I 3. ALL DIFFUSERS, GRILLES AND REGISTERS TO BE PROVIDED WITH A CONTROL. 1/J V w A 0 Z REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. BALANCING DAMPER. o z CONTRACTOR TO DEMOLISH AND REMOVE ALL EXISTING EXHAUST RELOCATED 7-DAY PROGRAMMABLE THERMOSTAT.CONTRACTOR TO L1J D X o L) SYSTEMS SERVING EXISTING TOILET ROOMS. Lu 4. EXISTING THERMOSTATS TO BE RELOCATED AS INDICATED ON NEW HVAC PLANS. 4. EXHAUST FAN ROOF CAPS TO MAINTAIN A MINIMUM 12'-0'FROM ACU PROVIDE CLEAR LOCKABLE COVER. Lu LL p CONTRACTOR TO REMOVE EXISTING THERMOSTATS AND RELOCATE AS OUTSIDE AIR INTAKES. - - M a ROUTE NATURAL GAS PIPE TIGHT TO STRUCTURE. = W 00 W INDICATED ON NEW HVAC PLANS. C) w w H o > m ROUTE NATURAL GAS PIPE UP THROUGH ROOF.SEE W101 FOR U = o w CONTINUATION. U m m w m m Q Q u�i Ep PROPAI S`si o � �7zsPe � 1 I 3 OREGON Q o SD-1 12x12 RG-110x10 A} 12x8 _ --- --- - - — - -12�d2--- ----12x10- 8x6 —_ SAMUEN- [ - ---- sat 6x6 5 8x8 x1s7n I 10x10 Ex ires: 12/31/161 rlrl I T P�� 2 Sat 6 I U/ RG-1 6x6' 1 ) re11te/ 10x8 2 O w Y ! 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RCr 6x6 1th TU I II _ 3 j O � m M D 1 I J 5 ®104 12x10 8x6 --- EF5 J w N 0 10x1 sal sxs - o - _ 1 -_ _ - — = Z � � C7 f -- - C RG 1 10x10 Q U m ^ C - - -- -- --- - - - - 72rp 10x12 - °U' W < N V U v - -- - - - - sal sxs 3 � revisions11-30-2015'i 1 ) 2 Q n T 4 �� -- PLAN REO EWDGOYYENTS - -- - -- - 12-08-2015 ___- ----- -. --- -- -" SD-3 8x8 RG-1 6X6 SD-1 6x6 8x12 RG-1 6x6 1 8x8 A PLANREVI wCCW S ------- -- - - l� ( 90 ) 90 ) TYP 3) _ I date: 10.30.2015 project: 08015 dwg file: X-08015 drawn by: AMS checked by: JSH __ - - - h��F�REIVCE ONLY ---- --- --- - - - - - -- �PYrightp 2015 - Carlson Veit Architects P.C. I � NOT APPROVED WITH THIS PERMIT FLOOR PLANS FLOOR PLAN - HVAC HVAC -0 FLOOR PLAN - DEMOLITION - HVAC SCALE: 1,6•- 1' ' 2 sheet: SCALE: 1/80- l'-0' M- 1 00 of: PACKAGED ROOFTOP GASPACK SCHEDULE ❑I❑❑ oCn COOLING COIL GAS HEATER FILTERS ELECTRICAL nnAA❑ LLI o Z w SUPPLY 1 RETURN MIN SUPPLY AIR FAN lam❑ O i BASIS OF DESIGN BASIS OF DESIGN NOMINAL OUTSIDE MIN.COOLING LOAD AIR INPUT MIN. MAXIMUM OPERATING O = EQUIP.NO LOCATION SERVICE AIRFLOW ECONOMIZER OUTPUT MERV WEIGHT REMARKS 0 x Cr MANUFACTURER SERIES TONNAGE AIR MOTOR TOTAL SENSIBLE (CFM) (CFM) QTY EXT SP TYPE (BHP I HP) DRIVE VFD LOAD LOAD EAT DB EAT V18 LAT DB LAT VE SEER CAPACITY CAPACITY FACE VEL TING MCA MOCP V/PHMZ (LBS) U O O a (IN YVG) EACH MBH MBH (DEG F) (DEG F) (DEG F) (DEG F) (MBH) (MBH) (FPM) 0 d o RTU-01 ROOFTOP NORTHEAST SPACES (EXISTING)TRANE YSCO60 5 2100 270 YES 1 0.82 FC 0.9 DIRECT NO 60.0 50.6 77.1 61.2 55.0 51.8 14 80 65.6 500 8 28.2 40 208-230/3! 525 1 F- m RTU-02 ROOFTOP INTERIOR SPACES (EXISTING)BRYANT 580JPOSA 4 1640 360 YES 1 0.5 FC 0.5 BELT NO 48.0 40.1 77.1 61.6 55.0 52.2 13 72 56.0 500 i[i 30 208-230131 550 2 (n Z v URTU-03 ROOFTOP EAST PERIMETER SPACES TRANE YSCO48 4 1600 95 YES 1 0.82 FC 0.72 DIRECT NO 48.0 37.8 75.4 59A 54.0 50.5 14 80 65.6 500 35 208-2 475 3 ro = Cn RTU-04 ROOFTOP WEST SPACES (EXISTING) TRANE YSCO48 4 1680 155 YES 1 1.17 FC 0.60 DIRECT NO 48.0 39.3 75.5 59.9 55.0 51.7 14 80 65.6 500 35 20&230131 475 1 J (� • cUj n of O z REMARKS 1 w o Z 2 1.ADJUST EXISTING DIRECT DRIVE SPEED SET AS REQUIRED. Z) X Q w 2.REPLACE EXISTING SHEAVESAND BELTS AS REQUIRED. ~ F- < O P.PROVIDE UNIT AS SCHEDULED VVATH CURB TRANSITION TO EXISTING ROOF CURB.PROVIDE VNTH UNPOWERED CONVENIENCE OUTLET 1J < = W W 0� CO w w H No > m r 1 U z o � W FAN SCHEDULE DIFFUSER-GRILLE SCHEDULE V a Q t " 0 BASIS OU MOTOR MAXIMUM MAXIMUM OPERATING DESIGN BASIS OF DESIGN DRIVE WHEEL AIRFLOW ESP FAN POKER �Ep PUFFS EQUIP NO. SERVICE TYPE ENCLO AMPS VIPHMZ SOUND SOUND WEIGHT REMARKS BASIS OF DESIGN BASIS OF DESIGN MAXIMUM NOISE MANUFACTURER SERIES TYPE TYPE (CFM) (IN WG) RPM SURE A (dBA) (SONES) (LBS) EQUIP.NO LOCATION SERVICE MANUFACTURER SERIES DESCRIPTION CRITERIA INC) REMARKS \y� ,I►�c_ Soy �� T EF-01 145 MEN GREENHECK SP-80-VG CEILING EXHAUST DIRECT FC 79 0.3 935 TEAO 6.1 0.1 11511160 25 0.9 25 1,2,3 EF-02 146 WOMEN GREENHECK SP-80-VG CEILING EXHAUST DIRECT FC 79 0.3 935 TEAO 6.1 0.1 11511/60 25 0.9 25 1,2,3 SD-1 CEILING SUPPLY DIFFUSER TITUS MCD 4-WAY ADJUSTABLE,MODULAR CORE DIFFUSER,LAY-IN CEILING 20 1,2,3 SD-2 CEILING SUPPLY DIFFUSER TITUS MCO 4-WAY ADJUSTABLE,MODULAR CORE DIFFUSER,SURFACE MOUNT 20 1,2,3 EF-04 143 WOMEN GREENHECK SP414WG CEILING EXHAUST DIRECT FC 79 0.3 935 TEAO 6.1 0.1 11511160 25 0.9 25 1.2,3 SD-3 CEILING SUPPLY DIFFUSER TITUS MCD 4-VVAY ADJUSTABLE,MODULAR CORE DIFFUSER,SURFACE MOUNT 20 1,2,3,4 v�S 'OREGONvO EF-64 142 MEN GREENHECK SP-80-VG CEILING EXHAUST DIRECT FC 79 0.3 935 TEAO 6.1 0.1 115/1160 25 0.9 25 1,2,3 y 11 �y EF-05 141 WOMEN UA GREENHECK SP-80-VG CEILING EXHAUST DIRECT FC 79 0.3 935 TEAO 6.1 0.1 11511160 25 0.9 25 1,2,4 RG-1 CEILING RETURN GRILLE TITUS PAR PERFORATED RETURN GRILLE,LAY-IN CEILING 20 1,2,3 7 P� RG-2 CEILING RETURN GRILLE TITUS PAR PERFORATED RETURN GRILLE, SURFACE MOUNT 20 1,2,3 �4MUEL EF-06 140 MEN UA GREENHECK SP-80-VG CEILING EXHAUST DIRECT FC 79 0.3 935 TEAO 6.1 0.1 11511160 25 0.9 25 1,2,5 EX fres: 12/31/16 EF-07 110 CHARTS I COPY GREENHECK SP-8110 CEILING EXHAUST DIRECT FC 85 0.3 846 OOP 80.2 1.14 115/1/60 33 1.2 30 1,2,3 RG-3 CEILING RETURN GRILLE TITUS PAR PERFORATED RETURN GRILLE,SURFACE MOUNT 20 1,2,3,4 EF-08 121 I.T. GREENHECK SP-8150 CEILING EXHAUST DIRECT FC 150 0.3 1,028 ODP 128.0 1.7 115/1/60 42 2.8 30 1,3,4 REMARKS: 1.SEE MECHANICAL FLOOR PLANS FOR DUCT SIZE AND CFM REMARKS: 2.STEEL,WHITE, SEE MECHANICAL FLOOR PLANS FOR NECK SIZE Ljj 1.PROVIDE WITH CURB MOUNTED ROOF CAP,GALVANIZED ROOF CURB. O O 3.BORDER TO MATCH CEILING TYPE 2.FAN TO BE INTERLOCKED WITH ROOM LIGHTING CONTROLS. 4.PROVIDE RADIATION DAMPER WITH THERMAL BLANKET AND 165°F FUSIBLE LINKAGE,GREENHECK CRD SERIES,OR APPROVED EQUAL. N r- 3.PROVIDE WITH SPEED CONTROL MOUNTED AT FAN FOR BALANCING FAN ONLY. ( C PROVIDE MANUAL SNATCH MOUNTED A MINIMUM OF 6'FROM LIGHT SWATCH. � N 0 L0N W x H lL- 0 N_ 'I N C) N O 0) w. 0) U) C 4) O > CA Q p L Q d= LL � C O O LIJ_ M Z � � < z Wz Wo 00 : a ° �^ m < LLZNN O J � Wirl V W w Z o C� Uzmo tj � Q CL revisions: 11-30-2015 1 PLM/REVIEW CADUWfXM 0 0 date: 10.30.2015 project: 08015 dwg file: X-08015 drawn by: AMS checked by: JSH REFERENCE ONLY copyrightO 2015 NOT APPROVED WITH THIS PERMIT Carlson Veit Architects P.C. MECHANICAL SCHEDULES sheet: M -003- of GENERAL NOTES FLAG NOTES �lddmftkl❑ 0 U co c 1. PLANS ARE DIAGRAMMATIC IN NATURE AND REPRESENT CONCEPTUAL D--> CONTRACTOR TO INSTALL CURB MOUNTED ROOF DISCHARGE CAP,BY ROUTING ONLY.CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION FAN MANUFACTURER. ❑❑❑ W o z w OF ALL ACTUAL CONDITIONS AND COORDINATING WITH OTHER TRADES. ❑❑❑ Cn O F iE CONTRACTOR TO INSTALL NEW RTU ON EXISTING ROOF CURB. PROVIDE < w u 2. 1.5 X RADIUS ELBOWS TO BE USED WHERE SPACE ALLOWS.WHERE 1.5 X CURB ADAPTER AS REQUIRED. RECONNECT EXISTING GAS AND PROVIDEU O " W x a RADIUS ELBOWS WILL NOT FIT,90' ELBOW WITH TURNING VANES ARE NEW CONDENSATE TRAP.SEISMICALLY ATTACH RTU TO CURB ADAPTER L a 0 o PERMITTED. AND CURB ADAPTER TO EXISTING CURB. V W w J 3. ALL DIFFUSERS, GRILLES AND REGISTERS TO BE PROVIDED WITH A NATURAL GAS PIPE DOWN THROUGH ROOF TO NEW WATER HEATER. O Cn Z v N BALANCING DAMPER. SEE SHEET M-100 FOR CONTINUATION, h . rn z 4. EXHAUST FAN ROOF CAPS TO MAINTAIN A MINIMUM 12'-0'FROM ACU U W A O z o z OUTSIDE AIR INTAKES. Z) X 0 U w it � � a = W W jr 00 W W F- o > m U = o � W V � C Q Q LCR � PROpFs 2 3 OREGON SAMUEL fa Ex ires: 12/31/16 C:) .— W 0 0 (A (EXISTING) N TU-0 c0 (EXISTING) CV TU tC( N W (E)314- (E) 314' a eM-300 H cu LL 10'-00 MINIMUM O 2 G - G N (NEW) (N)3/4• N (V \\O TU 1 to 3 M 300 10 Qj O O Q N 8 O W300 10'-0' MINIMUM I L -D C o u) O - >® Z � a W2 < z� W0O x (EXISTING) g 0 O W d TU M-300 (TYP.) _ m Z) CL C') Z04 O 1 >0 ®Q QLLJ - W 04 (ro) � - - - c __ UQ� zm0, M 1) elf Wcfl < V I � aUf— � 1= revisions: date: 10.30.2015 project: 08015 dwg file: X-08015 drawn by: AMS checked by: JSH D _ _ _ _ coPYrightp 2015 REFERENCE ONLY Carlson Veit Architects P.C. NOT APPROVED WITH THIS PERMIT ROOF PLAN HVAC ROOF PLAN - HVAC KALE: 1/8'- 1'-0' sheet: M - 101 of SEQUENCES OF OPERATION �❑❑ Z _0 PS 0 ' GASPACKS (RTU-01 THROUGH RTU-04 ❑❑ o) [IU, °' EXHAUST FAN (EF-01 THROUGH 07) ❑�❑ 0< o W 1 . GENERAL 1 . GENERAL o L) or cr PACKAGED RTU CONTROLS a. THE PACKAGED ROOFTOP AIR CONDITIONING UNIT RTU IS COMPOSED OF A j,� U - o a RTU-01 & 02 ONLY ( ) a. THE EXHAUST SYSTEM CONSISTS OF A CEILING MOUNTED EXHAUST FAN AND A j� LL -----------tP4 A A MIXING BOX, AIR SIDE ECONOMIZER, FILTER 60X, SUPPLY FAN, RELIEF FAN BACKDRAFT DAMPER. a ; W W I ( I--- --- - --- (WHERE INDICATED), MINIMUM TWO STAGE (OR AS SCHEDULED) HEATING, U) z rI l r--------- S S FSS S --------------- 1 � I SINGLE STAGE (OR AS SCHEDULED) DX REFRIGERATION COOLING. THE RTU F_ m Z I I I I I I I SHALL BE CONTROLLED BY A WALL MOUNTED PROGRAMMABLE THERMOSTAT. 2. SPACE CONDITIONING U 0 _ li � l I I I I I W of c) 11 1 MOD I I I CR ----�r�------ -------------I 1 a. THE EXHAUST FAN SHALL BE INTERLOCKED WITH THE ROOM LIGHTING CONTROL. I-- a ao W I I YY REFRIGERANT 2• OCCUPANCY SPACE CONDITIONING IMOD I DPT I I A MOV CR I v � W W I I I I I I I I PIPING i = 'L C) w w a. THE RTU IS TO SUPPLY THE MINIMUM OUTSIDE AIR AS SCHEDULED TO EACH b. WHEN THE LIGHTING SYSTEM IS IN THE ON POSITION THE EXHAUST FAN SHALL U = o W I I I I LO RUN AT 100%. � v �; II I I I I I I I I SPACE AND ADJUST THE GAS HEATING OR DX COOLING AS REQUIRED TO j l I I I P7 _ _ j MAINTAIN THE SPACE TEMPERATURE SETPOINT. Q Q N I OA < I I I I I j c. WHEN THE LIGHTING SYSTEM IS IN THE OFF POSITION THE EXHAUST FAN SHALL DE-ENERGIZE. I I < I I I I I I I b. THE RTU SUPPLY FAN IS TO BE ON, AND RUN EVEN IF COOLING OR HEATING PRoF� I I I < �I I I IS NOT REQUIRED TO MAINTAIN CONTINUOUS MINIMUM OUTSIDE AIR, REQUIRED Cyt on ss, 0 1 1 1 ^ A BY CODE. 4u III M I EXHAUST FAN (EF-08) � Illi M — I I 1 . GENERAL c. WHEN OUTSIDE AIR CONDITIONS ARE IDEAL, THE ECONOMIZER SHALL UTILIZE a. THE EXHAUST SYSTEM CONSISTS OF A CEILING MOUNTED EXHAUST FAN AND A °^ THE MIXED AIR TEMPERATURE CONTROL TO DELIVER MIXED AIR TEMPERATURE BACKDRAFT DAMPER. � �yo�c�1 I I EQUAL TO SUPPLY AIR TEMPERATURE WITHOUT ANY HEATING OR COOLING SAMUEL jI � < M I STAGES ENABLED. Ex fres: 12/31/16 I I I I < 2. SPACE CONDITIONING I a. THE EXHAUST FAN SHALL BE STANDALONE WITH ITS OWN CONTROL SWITCH. I- I I d. A FIVE DEGREE DEADBAND MUST BE PROGRAMMED BETWEEN COOLING AND o W j I I TT -----� HEATING SETPOINTS PER ENERGY CODE. CD CD U) I ------ SD GAS BURNER CONTROL b. WHEN THE SWITCH IS IN THE ON POSITION THE EXHAUST FAN SHALL RUN AT C jI ` - - --- -- - I e. THE RTU SHALL UTILIZE A ROOM MOUNTED THERMOSTAT TO DETERMINE 100%' v N -------- CO2 - -- -- -- - -- -� SETPOINT TEMPERATURE. c. WHEN THE SWITCH IS IN THE OFF POSITION THE EXHAUST FAN SHALL ,U N d ALL RTU'S 3. UNOCCUPIED SPACE CONDITIONING DE-ENERGIZE. II ~ LL I -4 TO RTU I a. THE SPACE TEMPERATURE SETPOINT WILL REMAIN THE SAME BUT, THE CONTROLS I c� DEADBAND WILL BE INCREASED TO 85 DEGREES F COOLING AND 55 DEGREES N N I F HEATING, OR PER ENERGY CODE. ROOM MOUNTED I I PROGRAMMABLE THERMOSTAT I U) -- --- --- -- — c . b. THE PROGRAMMABLE THERMOSTAT SHALL BE CAPABLE OF OCCUPANCY > rn m P&ID - RTU-01 THROUGH RTU-04 OVERRIDE TO ENABLE THE RTU TO OPERATE IN UNOCCUPIED MODE BY PRESSING A BUTTON ON THE THERMOSTAT. A PRE-SET OVERRIDE TIME PERIOD SCALE:NTS OF 2 HOURS (ADJUSTABLE) WILL RUN THE RTU AS THOUGH IT WERE WITHIN THE OCCUPIED PERIOD UNTIL THE END OF THE OVERRIDE PERIOD WHEN THE C) i RTU WILL SHUT DOWN. RE-PRESSING THE BUTTON WILL CREATE A SECOND � a 0) OVERRIDE PERIOD. Z :3 C) " u) z z 4. EMERGENCY SHUTDOWN W O o. IF THE RETURN AIR DUCT MOUNTED SMOKE DETECTOR SIGNALS A FIRE ALARM, LL AUXILIARY CONTACTS SHALL INDICATE THE DETECTOR ALARM TO THE HVAC > D CONTROLS AND A HARD WIRED INTERLOCK TO THE UNIT FAN MCC SHALL O WE CL ED TO ROOM MOUNTEDD----i DISABLE POWER TO THE FAN. J �_ w ti I V O TO ROOM MOUNTEDD---- SWITCH. SEPERATE FROM I LIGHTING CONTROL W H o w LIGHTING CONTROL OCCUPANCY SENSOR SWITCH. FSS 5. CARBON DIOXIDE CONTROLS, DEMAND CONTROL VENTILATION, (RTU-01 & 02 ONLY) = Z U) o FSS Q m w m a. THE RTU UNIT SHALL ADJUST ITS FRESH AIR FLOW BASED ON THE CO2zw (Y W � (D m A READING FROM THE DUCT MOUNTED CO2 SENSOR. nU I- 0 P: ° ❑ � EA revisions: EA '� b. CO2 READINGS: 0 0 L < 600 PPM: MAINTAIN THE ASSOCIATED DAMPER AT MINIMUM FLOW. Q 5. 600 PPM< 800 PPM: THE ASSOCIATED DAMPER WILL OPEN TO 100%. Q EXHAUST FAN EXHAUST FAN date: 10.30.2015 project: 08015 P&ID - EF-01 THROUGH 07 2 P&ID NTEF-08 s dwgfile: X-08015 SCALE:NTS drawn by: AMS REFERENCE ONLY checked by: JSH NOT APPROVED WITH THIS PERMIT copyrighto 2015 Carlson Veit Architects P.C. SOO P & ID sheet: M-200 of STRAPHANGERS TRAPEZE HANGERS — ❑tJI m 0 _ � o SHEETMETAL ELBOW,5 GORE, 40% FREE AREA STRAP HANGER, 1'WIDE. BOLT v TRAP OR ANGLE ❑❑u w z z CENTERLINE RADIUS 1.5 X THE PERFORATED PLATE AROUND DUCT AND EXTEND A TTACH TO �❑ ~ DIAMETER OF THE DUCT. ACROSS PLENUM SINGLE STRAP UP TO STRUCTURE i L_ 1L_J x 0 _ NOTE:WHERE CENTERLINE TOP OF PLATE AT ADJUST SUPPORT TO RELIEVE STRUCTURE 0 W p RADIUS (1.5 X THE DIAMETER CENTERLINE OF INLET STRAIN FROM DIFFUSERS ' �� NOT TO (� O p a STRAP HANGER, 1'WIDE. BOLT > OF THE DUCT)CAN NOT BE ROOF DECK /_ CL w " MAINTAINED SHORT RADIUS AROUND DUCT AND EXTEND A LEX DUCT (nP) F-{ �,�.1 0) Q SINGLE STRAP UP TO STRUCTURE INSULATED PLENUM CAD RATED � 1�1 SHORT RADIUS RIGID METAL SCREWED TO UPPLY DUCT 1'MIN. O U) Z N < D ELBOW MAY BE USED. ADJUST SUPPORT TO RELIEVE FLEX DUCT FASTENERS SIZE BOLTS - _ 1'MIN U r' O z STRAIN FROM DIFFUSERS DIFFUSER NECK - FOR LO ~ SUPPLY LING TO AVOID SECURE ELBOW TO DUCT HANGERS DISRUPTION OF w m STRAPS4 DIFFUSER WITH A W1 CAD RATED INSULATION W m Z v CONNECTION FASTENERS a ¢ W MINIMUM OF 4 � x � SHEETMETAL S AND OF SAME U �` SCREWS a 4• PIN-IN FITTING WITH SIZE AS HANGER GING RO = w m w w COLIN VOLUME DAMPER STRAP �+ > m 36'DIA. MAX. 24'DIA.MAX. U = o i W 3• NOTES: Q, ,O DIFFUSER NECK SEE LAMP(fYP.) TXT IRE m m LAY-IN T-BAR CEILING PIN-IN FITTING WITH PLANS FOR SIZE 1. ALL VANE ELBOWS SHALL BE CONSTRUCTED AND INSTALLED AS DETAILED BY SMACNA CLIPS CEILING DIFFUSE QUARE DIFFUSER NECK 2. WHEN W1 DOES NOT EQUAL W2,VANE SHALL BE SINGLE THICKNESS VANE TYPE REGARDLESS OF W Q Q Is DIMENSION. SHOWN,VERIFY TYPE VOLUME DAMPER 3. ALL SINGLE THICKNESS VANES SHALL HAVE A 2'RADIUS, 1 112'MAXIMUM SPACE BETWEEN VANES ANDJCV r7;71 OF CEILING LAMP(TYP.) NOTES: A 3/4'TRAILING EDGE. PRoa 1. SET DIFFUSER FOR HORIZONTAL THROW. 4. WHEN W EQUALS W7 AND'WV IS GREATER THAN 20'VANES SHALL BE DOUBLE VANE TYPE. BAN USH NUTS \yt in ss, NOTES: 2. ADJUST THROW FOR POSITION IN SPACE FOR ONE,TWO,THREE,OR FOUR-WAY THROWS. ° 1. SET DIFFUSER FOR HORIZONTAL THROW. NOTES: >360 DIA. TERNATE �� 2. ADJUST THROW FOR POSITION IN SPACE FOR ONE,TWO,THREE,OR FOUR-WAY THROWS. %EX NUTS LOCATION(VERIFY 1. REINFORCEMENT MAY BE USED FOR CEILING DIFFUSER W/ PLENUM DETAIL ATTACHMENT IF IT QUALIFIES FOR BOTH DUTIES. ANGLE LOAD UPPER V LOAD CAPACITY) 2. DO NOT EXCEED ALLOWABLE LOAD LIMITS. CEILING DIFFUSER DETAIL 2 TURNING VANE ELBOW DETAIL SCALE:NTS SCALE:NTS 3 DUCT SUPPORT / HANGING DETAIL SAMUEL SCALE:NTS SCALE:NTS 4 Ex ires: 12/31/T6] NSULATION DROP FROM MAIN. SEE STIFFEN BLADE (SEE SPECIFICATION 112' ROUNDROD PIN HANGER SIZES FOR RECTANGULAR DUCT o W PLANS FOR SIZE AND AS REQUIRE UCTWORK o O OUTSIDE END BEARIN I- � ROUTING INSULATION MAXIMUM PAIRING AT 10'-0' PAIRING AT 9-T PAIRING AT 5'-0' PAIRING AT 4'-0' N STAND-O HALF OF SPACING SPACING SPACING SPACING MAIN EXHAUST OR DUCT N MANUAL MAIN RETURN DUCT ---DAMPER BLAD ERIMETE STRAP ROD STRAP ROD STRAP ROD STRAP ROD j c0 CK TRANSITION TO SHOT-OFF VALVE CD CD EQUIPMENT AS W REQUIRED DLE WITH P - 77 1'X22 GA 114' 1'X22 GA 114' 1'X22 GA 114' 1'X 22 GA 114' u7 04 Q. ' AIRFLOW AIRFLOW LOCKING QUADRANT 2 x GROUND JOINT UNION = v 11 INSIDE END BEARIN P - 96' 1'X 18 GA 38' 1'X 20 GA 114' P X 22 GA 114' 1'X22 GA 114' H LL GAS EQUIPMENT 118'CLEARANCE 2 -- 1/4)W OR 4'MIN. SIDE ELEVATION ALL AROUN SECTION P- 120' 1'X 16 GA 318' 1'X 18 GA 318' VX 22 GA 1/4' 1'X 22 GA 1/4' 04 2 N N BRANCH DUCT P __ Yi o \-PROVIDE VOLUME 1�' 1 1I7 X 16 GA 1l2' 1'X 16 GA 318' 1'X 18 GA 3!8' 1'X 18 GA 3I8' 2 cn DAMPER AT EACH BRANCHP= 197 11126 X 16 GA 117 1'X 16 GA 3/8' 1'X 16 GA 3/8' � 0 NOTES : 2 Q N 1. DELETE INSULATION STAND-OFF ON DUCTWORK WITHOUT EXTERIOR INSULATION. P > 193. 0 W 2_ LL -0 FLEXIBLE GAS a PLAN VIEW 2. DETAIL SHOWS SINGLE BLADE DAMPER. DAMPER INSTALLATION SHALL BE SIMILAR FOR MULTI-BLADE SINGLE HANGER MAXIMUM CONNECTOR, 18' DAMPERS&ROUND DAMPERS. WHEN STRAPS ARE LAP JOINED,USE THESE MINIMUM FASTENERS: ALLOWABLE LOAD: U) O MAXIMUM ir Lu EXHAUST OR RETURN BRANCH VOLUME DAMPER DETAIL 18,20,22 A-TWO 40DIA H � a 1'X 22 GA-260# 1/4' DIA 270# 1'X 16 GA-TWO tl4'DIA Z � 6 7 1 1/7X 16 GA-TWO 3/8'DIA 1'X 20 GA-320#318'DIA 250 W W z DUCTWORK DETAIL SCALE:NTS 11/22X16GA-TWO39rDIA 1'X 18 GA-420#1I7DIA 1250# — W 0 Z 1'X 16 GA- 700#518'DIA 2000# U Q 1 1/2'X 16 GA- 1100#3/4'DIA 3000# LL DRIP LEG SCALE:NTS LL > c GAS LINE CONNECTION DETAIL 1. DIMENSIONS OTHER THAN GAGE ARE IN INCHES. O ly- m D 52. TABLES ALLOW FOR DUCT WEIGHT, 12 LB/SF INSULATION WEIGHT AND NORMAL REINFORCEMENT AND W N SCALE: Z NTS DRAIN LINE SHALL TRAPEZE WEIGHT, BUT NO EXTERNAL LOADS! J `u1 0 N 0 BE AT LEAST THE 3. CONSULT AISI LIGHT GAGE STEEL DESIGN MANUAL AND AISI STEEL CONSTRUCTION MANUAL FOR CRITERIA FOR Q — O� m DESIGN OF OTHER HANGERS. W C9 SAME SIZE AS THE w DRAIN 4. STRAPS ARE GALVANIZED STEEL;OTHER MATERIALS ARE UNCOATED STEEL = Z �: Q O CONNECTION. 5. ALLOWABLE LOADS LISTED ASSUME THAT DUCTS ARE 16 GA MAXIMUM. Q M j SEE PLANS FOR U Z 314'OMINIMUM CONTINUATION. HANGER SIZES FOR ROUND DUCT n� � � ROOF CAP WITH BIRD a SCREEN revisions: PITCH DOWN BIRD SCREEN SHEET METAL DUCT DIAMETER STRAP HANGERS MAXIMUM SPACING Q TOWARDS DRAIN COUNTER OPEN VENT UP THRU 26' ON 1'X22 GA 12 FT 3/8'NEOPRENE FLASHING COLLAR. Q CLEAN OUT PREFABRICATED ROOF GASKET ROOF. SEE 27'THRU 36' ONE 1'X 18 GA 12 FT CURB LASHING AND ARCHITECTURAL ONE 1'X 16 GA 12 FT Q F DRAIN CONNECTION COUNTERFLASHING PLANS FOR MORE 3T THRU 50' TWO 1'X 18 GA 12 FT Q ROOF INFORMATION. 51'THRU 60' TWO 1'X 16 GA 12 FT m 61'THRU 84' date: 10.30.2015 SLEEVE THRU project: 0 BACKDRAFT DAMPER ROOF-SCH.40 2'SQ'x1/4'ANGLE PIPE 2 SIZES ON 2 SIDES WELD dwg file: X-0-088 015 ROOF I FLOOR EXHAUST DUCT DOWN TO FLEXIBLE CONNECTION LARGER THAN TO SLEEVE AND NOTES: drawn by: AMS FAN.SEE PLANS FOR SIZE VENT PIPE ANCHOR TO ROOF y: JSH 1. EXTERNAL LOADS ARE NOT ACCOUNTED FOR checked b copyrightp 2015 UNIT TYPE A B Carlson Veit Architects P.C. DRAW THRU 2'PLUS x X+ 1' REFERENCE ONLY BLOW THRU 1' 2X NG PIPE NOT APPROVED WITH THIS PER?vtTT MECHANICAL WHERE X=STATIC PRESSURE INSIDE OF DRAIN DETAILS CONNECTION AIR HANDLING UNIT DRAIN TRAP DETAIL 8 ROOF EXHAUST CAP DETAIL s ROOF PENETRATION DETAILe sheet: M -300 :N SCALETS SCALE: NTS SCALE: NTS of: GENERALNOTES ABBREVIATIONS SYMBOLS LEGEND - ONE-LINE DIAGRAM SYMBOLS LEGEND - LIGHTING Idgmakill 1. SCHEDULE WORK IN EXISTING BUILDINGS WITH THE OWNER. MINIMIZE All DISRUPTION OF NORMAL OPERATIONS. SYMBOL DESCRIPTION SYMBOL DESCRIPTION — ~o mo AT MECH MECHANICAL 'A� �❑❑ 111 u) w � FIXTURE TYPE DESIGNATION z o N z ~ 2. ALL FINAL LOCATIONS AND ARRANGEMENTS OF LIGHTING FIXTURES SHALL AIC AIR CONDITIONING(ER) ®M METER w BE OBTAINED FROM THE ARCHITECTURAL REFLECTED CEILING PLAN. A(AMP) AMPERE MIN MINIMUM C) ��❑ w ~ o� a SWITCH LEG DESIGNTION w AC ABOVE COUNTER,ALTERNATING CURRENT MISC MISCELLANEOUS ® ) CIRCUIT BREAKER 3. COORDINATE ALL ELECTRICAL DEVICE LOCATIONS(SWITCHES, AFF ABOVE FINISHED FLOOR MLO MAIN LUG ONLY 0 a RECEPTACLES, ETC.)WITH ARCHITECTURAL AHJ LOCAL AUTHORITY HAVING JURISDICTION MOCP MAXIMUM OVERCURRENT PROTECTION SHADING INDICATES LIGHT FIXTURE ON EMERGENCY CIRCUIT 0 OR WITH BATTERY BACKUP BALLAST a w w o AIC AMPERES INTERRUPTING FUSE �NL w 4. SEE MECHANICAL DRAWINGS AND SPECIFICATIONS FOR ALL INTERLOCK ALT ALTERNATE (N) NEW NL =NIGHT LIGHT 0 — J WIRING REQUIREMENTS BETWEEN MOTORS,MINIMUM CONTROL WIRING ARCH ARCHITECT;ARCHITECTURAL WA NOT APPLICABLE ® EQUIPMENT CONNECTION Z v m w SHALL BE#14 AND MAYBE RUN IN SAME CONDUIT AS MOTOR FEEDERS. AUX AUXILIARY NC NORMALLY CLOSED MOTOR CONNECTION a 2x2 LIGHT FIXTURE W o = • M z AWG AMERICAN WIRE GAUGE NEC NATIONAL ELECTRICAL CODE � � WALL MOUNTED LIGHT FIXTURE U w A O z 5. PROVIDE EQUIPMENT GROUNDING CONDUCTOR(GREEN WIRE) IN ALL NEMA NATIONAL ELECTRIC MANUFACTURERS ASSOCIATION ® M STARTER 3-POLE, NEMA SIZE 1 MINIMUM UNLESS NOTED OTHERWISE W o Z BKR BREAKER NESC NATIONAL ELECTRICAL SAFETY CODE t--o-� STRIP LIGHT FIXTURE xa a W RACEWAYS. BLDG BUILDINGCOMBINATION STARTER u NEPA NATIONAL FIRE PROTECTION AGENCY � O DOWNLIGHT FIXTURE U t a: a HP RATED, 3-POLE, NEMA SIZE 1 MINIMUM UNLESS NOTED NIC NOT IN CONTRACT W � 6. PROVIDE A SEPARATE NEUTRAL CONDUCTOR FOR EACH PHASE OTHERWISE.OVERCURRENT PROTECTION AS REQUIRED BY ILLUMINATED EXIT SIGN-SINGLE FACE _ m w w C CONDUIT NO NORMALLY OPEN ®= F— c4 > w CONDUCTOR. DO NOT SHARE NEUTRALS. Cg CIRCUIT BREAKER NTS NOT TO SCALE EQUIPMENT MANUFACTURER OR AS NOTED. ARROW INDICATES DIRECTION OF EGRESS,UNIVERSAL MOUNT U — 4 o K— rt w 7. MINIMUM CONDUCTOR SIZE IS#12 AWG AND MINIMUM CONDUIT SIZE IS 1/20C CKT CIRCUIT Q ��- DISCONNECT SWITCHILLUMINATED EXIT SIGN-DOUBLE FACE U r•> 0) � UNLESS NOTED OTHERWISE. CLG CEILING OC ON CENTER 3 POLE UNLESS NOTED OTHERWISE tef ARROW INDICATES DIRECTION OF EGRESS, UNIVERSAL MOUNT o Cl) COL COLUMN OFCI OWNER FURNISHED CONTRACTOR INSTALLED Q Q un 8. IN GENERAL,WIRE COUNTS ARE NOT INDICATED ON PLANS.FOR EACH 20 CT CURRENT TRANSFORMER FUSED DISCONNECT SWITCH AMP 120 VOLT OR 277 VOLT CIRCUIT, PROVIDE 1 #12 CONDUCTOR, 1 #12 CU COPPER P POLE;PHASE; PRIMARY 3-POLE UNLESS NOTED OTHERWISE-OVERCURRENT PROTECTION SYMBOLS LEGEND - RACEWAY NEUTRAL CONDUCTOR,AND 1 #12 GROUNDING CONDUCTOR.ALL WORK PB PULL BOX AS REQUIRED BY EQUIPMENT MANUFACTURER OR AS NOTED SYMBOL DESCRIPTION _,,��nn SHALL COMPLY WITH NEC 300-17.GROUND WIRE SHALL BE GREEN DISC SW DISCONNECT SWITCH PE PHOTO ELECTRIC m MOTOR-RATED SWITCH-SIZE OVERLOAD PER MOTOR REQUIREMENTS SFS" , SHEATHED.WHERE WIRE SIZESICOUNTS ARE INDICATED ON THE DISC DISCONNECT PF POWER FACTOR = HOMERUN i DRAWINGS, PROVIDE THESE CIRCUIT CONDUCTORS INCLUDING NEUTRAL ON DOWN PH PHASE U��4�G NFF9 ( � FEEDER TAG-REFER TO FEEDER SCHEDULE INDICATES NEUTRAL CONDUCTOR �v gp�1pE AND GROUNDING CONDUCTORS FOR THE PORTION OF THE CIRCUIT IN DWG DRAWING PIV POST INDICATOR VALVE BRANCH CIRCUIT NUMBERS WHICH THEY SHARE A COMMON CONDUIT). PNL PANEL (E) EXISTING TO REMAIN POC POINT OF CONNECTION A-1,3,r 9. DO NOT COMBINE MORE THAN THREE SINGLE-PHASE CIRCUITS INTO A EF EXHAUST FAN PAR POWER XXX PANEL DESIGNATION �90<f WGA SINGLE CONDUIT. IN ALL CASES OF TWO OR THREE CIRCUITS IN A SINGLE EGC EQUIPMENT GROUNDING CONDUCTOR PANELBOARD INDICATES HOT CONDUCTOR HOME RUN CONDUIT,COMBINE CIRCUITS OF THREE DIFFERENT PHASES, ELEC ELECTRIC(AL) QTY QUANTITY INDICATES GROUNDING CONDUCTOR Expires: 3 16 CONSISTENT WITH GENERAL NOTE 8 ABOVE. IN ALL CASES OF TWO OR ELEV ELEVATOR THREE CIRCUITS IN A SINGLE HOME RUN CONDUIT,THE CIRCUITS MAY EM EMERGENCY RECPT RECEPTACLE CONDUIT SHARE A SINGLE GROUNDING CONDUCTOR FOR THE PORTION OF THE EMT ELECTRICAL METALLIC TUBING REF REFRIGERATOR Q AMPERES SHORT CIRCUIT AVAILABLE (SYMMETRICAL) CONDUIT-CONCEALED IN OR UNDER FLOOR ~ CIRCUIT IN WHICH THEY SHARE A COMMON CONDUIT. ENCL ENCLOSURE RLA RUNNING LOAD AMPS W EPO EMERGENCY POWER OFF RPM REVOLUTIONS PER MINUTE U)—� CONDUIT OR CABLE VERTICAL DOWN N O 10. DO NOT INSTALL ELECTRICAL BOXES IN RATED WALLS CLOSER TO EACH EQUIPIEQP EQUIPMENT F- OTHER THAN 7-0'.PROVIDE'PADDY'PADS OR EQUIVALENT ON EACH BOX EWC ELECTRIC WATER COOLER SEC SECURITY;SECOND(ARY) SYMBOLS LEGEND - POWER —0 CONDUIT OR CABLE VERTICAL UP (p 1` TER HEATER S — EWH ELECTRIC WAD SMOKE DETECTOR INSTALLED. SYMBOL DESCRIPTION —� CONDUIT STUB-TERMINATE WITH BUSHING OR CAP IF UNDERGROUND EXH EXHAUST SF SUPPLY FAN 11. SEAL ALL PENETRATIONS OF FIRE WALLS IN ACCORDANCE WITH DIVISION 1 SHT SHEET 6 208Y/120V,30,4W PANELBOARD t — BREAK LINE U-) 04 W UNDER THIS CONTRACT. FA FIRE ALARM SPEC SPECIFICATION JUNCTION BOX n' FCU FAN COIL UNIT SPD SURGE PROTECTIVE DEVICE 6 EQUIPMENT CABINET-TYPE AS NOTED — x 12. VISIT THE SITE BEFORE SUBMITTING A BID TO OBSERVE EXISTING FDR FEEDER SQ SQUARECD m CONDUITS. FLA FULL LOAD AMPS Sw SWITCH 1� GROUND BAR SYMBOLS LEGEND - SWITCHES F- LL SWBD SWITCHBOARD CD 9- SINGLE RECEPTACLE NEMA 5-20R,+18'AFF LION 13. ELECTRICAL LAYOUT DRAWINGS ARE PARTIALLY DIAGRAMMATIC. REFER TO GEC GROUNDING ELECTRODE CONDUCTOR SYS SYSTEM SYMBOL DESCRIPTION �t ARCHITECTURAL, STRUCTURAL,MECHANICAL AND HVAC DRAWINGS FOR GFCI GROUND FAULT CIRCUIT INTERRUPTER DUPLEX RECEPTACLE NEMA 5-208,+18'AFF LION 48' N N TB TERMINAL BOX SINGLE-POLE WALL SWITCH-MOUNT SWITCHES AT AFF.TO CL LION. GUIDANCE ON DIMENSIONS, CEILING HEIGHTS,DOOR SWINGS, ROOM DOUBLE DUPLEX RECEPTACLE NEMA 5-20R, +18'AFF LION :: CA FINISHES, STRUCTURAL AND ARCHITECTURAL DETAILS,LOCATIONS OF HP HORSEPOWER TC TIME CLOCK WALL SWITCH-MOUNT SWITCHES AT+48'AFF.TO CL,LION. Cl)DUCTS,PIPES AND STRUCTURAL STEEL. INSTALL THE ELECTRICAL SYSTEMS HR HOUR TEL TELEPHONE �� RECEPTACLE NEMA 5-20R WITH GROUND FAULT CIRCUIT INTERRUPTER,+16' #'a 2=2-POS C WITHOUT INTERFERING WITH DUCTS, PIPES,STRUCTURAL STEEL OR OTHER HT HEIGHT TV TELEVISION AFF LION 3=3-WAY > o) SYSTEMS. LOCATE LIGHTING SYMMETRICALLY IN PROPER RELATION TO HZ HERTZ TYP TYPICAL / 4=4WAY Q FINISHED AREAS EXCEPT WHERE DIMENSIONED ON THE DRAWINGS OR RECEPTACLE NEMA 5 20R,ABOVE COUNTER. tJ IBC INTERNATIONAL BUILDING CODE UBC UNIFORM BUILDING CODE K=KEYED LOCATED ON REFLECTED CEILING PLANS. LV=LOIN-VOLTAGE jL � LESIVA ILLUMINATING ENGINEERING SOCIETY OF NORTH AMERICA UFC UNIFORM FIRE CODE RECEPTACLE NEMA 5-20R WITH GROUND FAULT CIRCUIT INTERRUPTER, OS=OCCUPANCY SENSOR TYPE c 14. PROVIDE ADDITIONAL SUPPORTS FOR SWITCHES,STARTERS,RACEWAYS IEEE INSTITUTE OF ELECTRICAL AND ELECTRONIC ENGINEERS UG UNDERGROUND ABOVE COUNTER. COORDINATE WITH CASEWORK SHOP DRAWINGS AND o o OP OCCUPANCY/PHOTOELECTRIC TYPE ARCHITECTURAL DRAWINGS. = o AND OTHER ELECTRICAL EQUIPMENT WHERE THE BUILDING STRUCTURE IS IMC INTERMEDIATE METAL CONDUIT UH UNIT HEATER WP=WEATHERPROOF w O '6 UL UNDERWRITERS LABORATORIES /�T T TAMPER RESISTANT RECEPTACLE NEMA 5-20R WITH GROUND FAULT CIRCUIT x= LOWER CASE LETTER INDICATES SWITCHING GROUP F- r- a Q NOT SUITABLE FOR DIRECT MOUNTING. JB or J-BOX JUNCTION BOX LION UNLESS OTHERWISE NOTED INTERRUPTER, ABOVE COUNTER. COORDINATE WITH CASEWORK SHOP ANY COMBINATION OF SWITCH TYPES CAN BE USED Z `- 15. CONDUITS SHALL MAINTAIN A MINIMUM CLEARANCE OF V-0'FROM HOT DRAWINGS AND ARCHITECTURAL DRAWINGS. (IE. 3K=3-WAY KEYED SWITCH) W W 0 KCMIL THOUSAND CIRCULAR MILLS V VOLT (� z z WATER AND STEAM PIPES.ALL OTHER PIPING CLEARANCES SHALL BEA Q T AMPERES VAV VARIABLE AIR VOLUME ® SPECIAL PURPOSE RECEPTACLE TYPE AS SHOWN ON PLANS MINIMUM OF SIX(6)INCHES. KVA KILOVOLT DL DAYLIGHTING SENSOR yW O KVAR KILOVOLT AMPERES REACTIVE VM VOLTMETER PUSH BUTTON LL > I a 16. LOW VOLTAGE NETWORK CABLING WILL BE PROVIDED BY OTHERS. KW KILOWATT CEILING MOUNTED OCCUPANCY SENSOR WITH POWER PACK- O O w Q CONFIRM FINAL QUANTITIES OF CABLES WITH TENANTS REPRESENTATIVE KWH KILOWATT HOUR W WATT,WEST m JUNCTION BOX O W_ m D PRIOR TO PROVIDING ROUGH-IN. ELECTRICAL CONTRACTOR WILL PROVIDE WI WITH PASSIVE INFRARED TYPE UNLESS NOTED = ap U= ULTRASONIC a Z c�.� BACKBOXES AND CONDUIT WITH PULL STRING FROM DEVICE TO LBS POUNDS W/0 WITHOUT ~ w N 0 ACCESSIBLE CEILING. LS LOSSAFETY ROOR AMPS WP WEATHERPROOF SYMBOLS LEGEND - GENERAL DT= DUAL TECHNOLOGY JQ — w 0) cc 17. SECURITY,AUDIO,AND CCN SYSTEMS WILL BE PROVIDED BY OTHERS. LTG LIGHTING XFMR TRANSFORMER SYMBOL DESCRIPTION PC PHOTOELECTRIC CONTROL CEILING MOUNTED = Z � 0 CONFIRM BACKBOX AND CONDUIT REQUIREMENTS WITH TENANTS LV LOW VOLTAGE 7Lf7Lf EXISTING TO BE REMOVED Q rn d REPRESENTATIVE PRIOR TO ROUGH-IN.ELECTRICAL CONTRACTOR WILL Z IMPEDANCE SYMBOLS LEGEND - FIRE ALARM U Z "' PROVIDE BACKBOXES AND CONDUIT WITH PULL STRING AS DIRECTED BY MAG MAGNETIC HEAVY LINEWEIGHT INDICATES NEW WORK �D Q °' � W � U' c CDP 8 TENANTS REPRESENTATIVE. MAX MAXIMUM I. AND LIGHT LINEWEIGHT INDICATES EXISTING INFORMATION SYMBOL DESCRIPTION a MCA MINIMUM CIRCUIT AMPACITY I.E.: THAT IS ® FCP-FIRE ALARM CONTROL PANEL 18. PROVIDE UNSWITCHED HOT LEG FOR EXIT SIGNS.CONNECT TO CIRCUIT MCB MAIN CIRCUIT BREAKER I.G.: FOR EXAMPLE DRAWING CONSTRUCTION('FLAGS NOTE revisions: UTILIZED BY LIGHT FIXTURES IN SAME AREA # NUMBER FSA FSA-FIRE SYSTEM ANNUNCIATOR Q 11-30-2015 vuw nFnEw cowrExra REVISION CLOUD(ENCIRCLES DRAWING CHANGES MADE SINCE © FIRE ALARM PULL STATION Q 12$2015 DEMOLITION NOTES THE PREVIOUS RELEASE) 20 FIRE ALARM STROBE Q D1 SCHEDULE WORK IN EXISTING BUILDING WITH THE OWNER.MINIMIZE a. WHERE ELECTRICAL CIRCUITS, FEEDERS,OR WIRING RUNS SERVING D6 BEFORE DEMOLITION,OFFER LIGHTING FIXTURES,WIRING DEVICES, a30 NUMBER =CANDELLA RATING DISRUPTION OF NORMAL OPERATIONS. OTHER AREAS ARE SERVED FROM THE SPACE TO BE DEMOLISHED, PANELBOARDS,AND EQUIPMENT TO BE REMOVED TO THE OWNER. IF Q REVISION REFERENCE FIRE ALARM HORN-STROBE Q RECONNECT THEM TO OTHER SOURCES AS REQUIRED TO MAINTAIN OWNER CHOOSES TO RETAIN THESE ITEMS,REMOVE THEM CAREFULLY �30 NUMBER=CANDELLA RATING D2 REMOVE WIRING DEVICES, FIXTURES, COMPONENTS, SERVICE TO THE EXISTING DEVICES. TO PREVENT DAMAGE AND TURN THEM OVER AS DIRECTED. REMOVE XFIRE ALARM BELL date: 10.30.2015 ITEMS REJECTED BY THE OWNER FROM THE PROJECT SITE,AND DISPOSE DETAIL REFERENCE ELECTRICAL EQUIPMENT,AND BOXES NOT REQUIRED TO REMAIN IN O SMOKE DETECTOR REFERENCE ONLY project: 08015 DETAIL IDENTIFICATION NUMBER SERVICE IN REMODELED AREAS WHEN THIS PROJECT IS COMPLETE, D3 COORDINATE DATA AND VOICE SYSTEM DEMOLITION WITH CONTRACTOR. OF THEM IN A LEGAL MANNER. XX.XX SHEET WHERE DETAIL IS DRAWN BT= BEAM TRANSMITTER --NOT APPROVED WITH THIS PERMIT dwg file: X-08015 UNLESS OTHERWISE NOTED. D4 PARTIAL BRANCH CIRCUIT WIRING DENOTING EXISTING CONTROL OR = =BEAM RECEIVER I = IONIZATION drawn by: AMS a. REMOVE WIRE,CONDUITS,AND BOXES FOR SUCH DEVICES BACK TO SWITCHING ON THE DRAWING IS SHOWN FOR REFERENCDCLARIFICATION SOURCE,WHERE A CIRCUIT IS INTERRUPTED BY SUCH REMOVAL OF A ONLY,AND IS NOT TO BE CONSTRUED TO IMPLY COMPLETE CIRCUIT NORTH REFERENCE P=PHOTOELECTRIC checked by: JSH DEVICE OR FIXTURE FROM THAT CIRCUIT, INSTALL WIRE AND CONDUIT WIRING.THE AND EQUIPMENT CTION OF THE ONTROLLED S DUIGRAMMATICON OF ONLY SOL DEVICE, SYMBOLS LEGEND - COMMUNICATIONS C Carlson Veit 2015 AS REQUIRED TO RESTORE SERVICE TO THE REMAINING DEVICES AND Carlson Veit Architects P.C. FIXTURES ON THAT CIRCUIT. SYMBOL DESCRIPTION ELECTRICAL D5 WHERE DRAWINGS INDICATE EXISTING ELECTRICAL EQUIPMENT OR b. WHERE THIS WORK IS NOT POSSIBLE WITHOUT DISTURBING AREAS DEVICES TO REMAIN IN SERVICE, BE RELOCATED,OR BE RE-USED, SYMBOLS LEGEND - AUDIO VISUAL 1 CLOCK COMMUNICATIONS OUTLET LEGEND & NOT BEING RENOVATED,CONSULT WITH THE ARCHITECT AND OWNER REFURBISH THEM. CLEAN SUCH ITEMS,AND NOTIFY ARCHITECT OF ANY BEFORE PERFORMING THE WORK. DEFECTS IN SUCH INSTALLATIONS. REPAIR ANY EXISTING DAMAGE,AND SYMBOL DESCRIPTION #=NUMBER OF COMMUNICATION PORTS. L GENERAL NOTES q3 ANY DAMAGE CAUSED BY DEMOLITION OR CONSTRUCTION PERFORMED W=SINGLE COMMUNICATIONS PORT WALL MOUNTED AT+54'AFF C. WHERE ELECTRICAL CIRCUITS, FEEDERS,OR WIRING RUNS THROUGH UNDER THIS CONTRACT. LJ TV OUTLET P PAYPHONE,WALL MOUNTED AT+48'AFF sheet: A SPACE TO BE DEMOLISHED, MAINTAIN THEM. REPAIR ANY DAMAGE PAINTED FIRE RESISTANT 3/4'PLYWOOD BACKBOARD E-001 CAUSED BY DEMOLITION OR CONSTRUCTION PERFORMED UNDER THIS CONTRACT. o : Z 2 AE] O o 0 111:1LLIr LUMINAIRE SCHEDULE U w ^ N > p� 0 TYPE MANUFACTURER SERIES DESCRIPTION ❑�❑ U) OZ LOl LITHONIA ES8P SERIES TYPE: 2X4 RECESSED LOUVERED ERED TROFFER Q. Q W U LAMPS: (2) 32W T8 O U �' CCT: 3500K V — CRI: 80 O FINISH: PER ARCHITECT `1 WJ w �1F MOUNTING RECESSED ._\ Z Lo < D VOLTAGE: 120 l I 1 — N = POWER: 55W ^ C) U) FEATURES: PROVIDE WITH 1.2BF HIGH EFFICIENTY BALLAST („� • c+) O Z L01E TYPE: SAME AS L01 EXCEPT WITH 1400 LUMEN EMERGENCY BATTERY PACK W o Z L02 UTHONIA ES8P SERIES TYPE: 2X4 SURFACE MOUNTED LOUVERED TROFFER D X Q w LAMPS: (2) 32W TS < O CCT: 3500K — U . it ¢ CRI: 80 = W IY 00 w w FINISH: PERARCHITECT H o > CO MOUNTING SURFACE U = o ct w VOLTAGE: 120 POWER: SSW o r� FEATURES: PROVIDE WITH 1.2BF HIGH EFFICIENTY BALLAST Q Q in L02E TYPE: SAME AS L02 EXCEPT WITH 1400 LUMEN EMERGENCY BATTERY PACK L03 UTHONIA LP6FN SERIES TYPE: 6' RECESSED DOWNUGHT LAMPS: 42W TRT CCT: 35WK g9065%1PE CRI: 80 FINISH: PER ARCHITECTMOUNTING RECESSED VOLTAGE: 120 REGOt POWER: 42W FEATURES: �'P SfP.8,7. L04 LITHONIA 58232 MV SERIES TYPE: SURFACE MOUNT WRAPAROUND PRISMATIC LENS LAMPS: (2) 32W T8 CCT: 3500K I Expires: 12/31/161 CRI: 80 FINISH: PER ARCHITECT MOUNTING SURFACE VOLTAGE: 120 C) T" W POWER: 62 C) (n FEATURES: N LOS LITHONIA WC SERIES TYPE: 24" WALL MOUNTED LINEAR FIXTURE (p 5 LAMPS: 17 W T8 d' N `/ CCT: 3500K M (0 ly CRI: 80 (=> O W FINISH: PER ARCHITECT N a MOUNTING WALL MOUNTED VOLTAGE: 120 POWER: 17W LCL FEATURES: X01 LITHONIA CONTRACTOR SELECT SERIES TYPE: LED EXIT SIGN C) HOUSING: THERMO PLASTIC r MOUNTING: UNIVERSAL N N LENS: SINGLE FACE aj FINISH: WHITE W/GREEN LETTERS w+ (/)INPUTWATTS 1 C VOLTAGE: 120V J X02 TYPE: SAME AS X1 EXCEPT DOUBLE FACE Q ` L Q I.L � C O o O U) CL rn _ �- v Z W � < z � w0 U) 0 0�, D 2 CO cn Z C14 J � W � N cc Lu — (5w O = Qu�io o o� Ll1oC9 CA K0 V H revisions: Q12-8-2015 VEPEDEsGN 0 0 0 date: 10.30.2015 project: 08015 dwg file: X-08015 drawn by: AMS checked by:JSH copyrightp 2015 REFERENCE ONLY Carlson Veit Architects P.C. NOT APPROVED WITH THIS PERMTT LUMINAIRE SCHEDULE sheet: E-002 of: ❑ Z 2 C7 00 L � MECHANICAL EQUIPMENT SCHEDULE ❑�� w z 0 � o z W o N 0 �_ � w DISCONNECT SWITCH O TAG DESCRIPTIONp LOAD VOLT PH E-POWER NOTES w U 1 ' � 0 U SIZE FUSED UNFUSED ENCLOSURE � — $2 p a N 2 0 W • w O EF-1 EXHAUST FAN 6 W 120 1 20A NO 1 O — J W W (n z v N r � EF-2 W z 0EXHAUST FAN 6 W 120 1 20A NO 1 1/J () � Cl) 0 z� z Lu 0 U) 0 2 a W EF-3 EXHAUST FAN 6 W 120 1 20A NO 1 ~ ~ u- O U � a W CO w w F- o > m Fr EF4 EXHAUSTFAN 6 W 120 1 20A NO 1 V Z rn W r , U Mm vE - a' c' c)5 EXHAUST FAN 6 W 120 1 20A NO 1 Q Q C t F-E-F;j EXHAUST FAN 6 W 120 1 20A NO 1 EF-7 EXHAUST FAN BOW 120 1 20A NO 1 g9061 PE EF$ EXHAUST FAN 128 W 120 I 1 20A � NO 2 �EY W. _ Expires: RTU IT I EXISTING ROOFTOP UNIT 28.2 MCA 208 3 60A I NO 5 i RTU-02 EXISTING ROOFTOP UNTI 26 MCA 208 3 30A I NO 5 0 N O C/) RTU-03 3,6 0 NEW ROOFTOP UNIT j 25.4 AICA 208 3 60A X NO cfl - - T ----- LLJ RTU 04 1 EXISTING ROOFTOP UNIT 25.4 MCA 208 3 60A NO 5 U-)11a F-w—HT1-1 WATER HEATER -- -- - 600 W 120 1 NO 3.4 H LL HWC-1O 0 DHW CIRCULATOR 45W 120 1 NO 3,4 N �i N O N 4) ~ MECHANICAL EQUIPMENT SCHEDULE NOTES: U rn 1. CONNECT TO OCCUPANCY SENSOR CONTROLS TO ENERGIZE EXHAUST FAN.TIE INTO LIGHTING CIRCUIT IN THE EXHAUST FANS RESPECTIVE ROOM. > C 2. PROVIDE MOTOR RATED SWITCH TO CONTROL THIS FAN. LOCATE 6'AWAY MIN.FROM OTHER SWITCHES IN THE ROOM.REFER TO E-300. 3. DISCONNECT PROVIDED AND INSTALLED BY DIVISION 26. Q ` 4. PROVIDE MOTOR RATED SWITCH. O 5. EXISTING DISCONNECT TO REMAIN. PROVIDE NEW CONDUCTORS AND CONDUIT.REFER TO DRAWING E-301 FOR CONDUCTOR AND CONDUIT SIZE. 6. PROVIDE FUSES PER EQUIPMENT MANUFACTURERS RECOMMENDATIONS. C cu CD W .- a C6 Z � � � < < z z LL. W0 0 > � :� oWZ) � 101- W � N 0 wE— (D of o Z O UZM � Wp- Q NA QUI— � � o revisions: Q12-8-2015 VE REDESIGN 0 A 0 date: 10.30.2015 project: 08015 dwg file: X-08015 drawn by: AMS checked by: JSH copyrightp 2015 Carlson Veit Architects P.C. ELECTRICAL REFERENCE ONLY SCHEDULES NOT APPROVED WITH THIS PERMIT sheet: E-003 of: ❑� U m f o n L U) z n > 0 m � �❑ 111 Z w WO w x � < w U U0 a Z of I..L N 0 LL < Q I■■i w . Lw w J In Q _. .. - • Z H N - F ■ \�\ w c+) O Z G W Q N Z U ti Z) X O X Q w U w m w w c) W \ �\ a - ..-- - • i \ \ 90651PE 9 x ' Iry i PANEL 7 f 7A' - � I Expires: 12/31/16 f I CD W/� OV/ I N H MCD CD(O LO N W ;I I i; X - Fes- Ii o x 7 04 N 1 II N 0 Q LO x ILL '0 — I o H Lu a - ' Wuio z \ \ LL- W0 Z C') x t� - - - -- - • J2_ LU 04 No T� LIj V x 8 M / Q' rn x /y \�' 1\ 71:f < � LL 4 5 ` \\. U Z CID Q ti � W U c V I 6 6 II aU � � ~ 8 7 -- - FLAG NOTES revisions: > EXISTING UTILITY TRANSFORMER TO REMAIN. 1> EXISTING UNDERGROUND CONDUIT AND —l CONDUCTORS TO REMAIN. Q \ 1> EXISTING METERS TO REMAIN. Q x 4 PROVIDE NEW METER, METER CAN,AND MAIN date: 10.30.2015 ` BREAKER. PER PGE REQUIREMENTS. REFER TO project: 08015 _ -_\ • ONE-LINE DIAGRAM ON SHEET E400 FOR ADDITIONAL INFORMATION. dwg file: X-08015 drawn by: AMS REMOVE EXISTING METER CAN AND CONDUIT BACK checked by: JSH TO PULLBOX ONCE METER IS DISCONNECTED, x i PATCH AND REPAIR AS NEEDED. copyrightp 2015 Carlson Veit Architects P C \ COORDINATE WITH PGE SERVICE DESK AT x SITE PLAN - (503)736-5450 FOR DISCONNECTING AND \\ RECONNECTING METERS PRIOR TO EXECUTION OF ELECTRICAL WORK. N REFER TO ONE-LINE DIAGRAM ON SHEET E-400 AND SITE PLAN - ELECTRICAL POWER PLAN ON SHEET E-300 FOR ADDITIONAL sheet: INFORMATION. E- 1 O 0 SCALE:3/32'- T-0- EXISTING PULLBOX TO REMAIN. of: Ii REFERENCE ONLY NOT APPROVED WITH THIS PERMIT DEMOLITION SHEET NOTES SHEET NOTES FLAG NOTES A�❑ (D o N D1 SEE DRAWING E-001 FOR DEMOLITION GENERAL NOTES 1. SEE DRAWING E-001 FOR GENERAL NOTES. RE-USE AND RELOCATE EXISTING LIGHT FIXTURE. RECONNECT TO SAME ❑❑� C/)2. ROI N I H 0 G FO S T I C EXISTING HOUSE PANEL CIRCUIT AND CONTROLS. VERIFY EXISTING u Q 0 o Lu T LI D BY I HT F R IN E FIXTURE HAS EMERGENCY BATTERY BALLAST, IF NOT PROVIDE ONE TO REFER TO DETAILS 4IE-500 AND 51E-500 FOR OCCUPANCY SENSOR WIRING. SUPPORT LAMP TYPE AND TEMPERATURE CONDITIONS. U 0 a CONFIRM EXISTING LIGHT FIXTURE HAS AN EMERGENCY BATTERY L1 O 0 BALLAST, IF NOT PROVIDE ONE TO SUPPORT LAMP TYPE AND d W w TEMPERATURE CONDITIONS. O I� °' J ~ W (n Z vvai � � ~w C) o Z LLl of C) Z X Q it ~ < 0 = Lu ao w w H No > m � U — m x dW V � U °� m � QQC53 J 2 9*9ml1E Ey W_ 9p� G MF A - --- A -- WM I ---- - -- I AKE Expires: 1 1 4 II { LOT 4 1Dt' �, 4 O -- - - CLA OM LASSROOM ficp I ' H TOR C:) W U) - $1 L: Q04 � I co Q ` 122 _ � IWO V Xo1 X09 I oe M CD uj _ - OS # - O W � Ln N ' CLINIC 1A'71.T -'(pq d. CTOR OS FICE !) 121 O 7m2 ------ -- t15 05 O ctt1 0 H Ll. N — = --- Inc— B CDN N_ i, - LTJ O O w $ 10�t21 ICY '� > O) ay" Qt MACY O I 0 Q 120 _ 4__ u1M LA1' OS all TIENT WAI ING � OS � `� O .�_-', OFFICE ,p!I I O �^ kY O 113 C 1�\ lg1 28 4i 5 - `4 ,,� w O IDSe w a v GT E O A .._ - - - ------ - - - I 1 t, BREAK _ Q WIA906416,191"WISOR, JAN OR M �� I. IN x137 R ISOR 4 / S p . O O x .< a g 110r1'''o-y_ W UAiitlFF I o 1i Ix D 2 m OS p acn wNA0j J w � (�l C __� . 1 41111101 _ I ctwss[ - F E Skis _ - _. Q (f) Ci — - - -— -- Ci -- - --- - s I I 136 Q3 O = O N w C 0 0 _ os YI>C>NEN W _. 6 �/�W��/. HALLWAY f .400, -Q- , • �6- 411111" revisions: 35 $ �n LPL1 OE201EORCOM5 Q 12 8--8- GN201 5 VE R _ .- -- ---- ---- ---— ----- -- ------- _.__ -- - - - - - - - - II _ ADJACENT SLtITE date: 10.30.2015 j project: 08015 dwg file: X-08015 6 drawn by: AMS checked by: JSH O __- � - --- - - - --- -- - ------- --1 _.-REFERENCE ONLY copyn tp- 2015 - - - - - - NOT APPROVED WITH THIS PERMIT - Carlson Veit Architects P.C. FLOOR PLANS - LIGHTING FLOOR PLAN - DEMOLITION - LIGHTING FLOOR PLAN LIGHTING SCALE: 1/8.- T-0' 2 SCALE: 1/8"- 1'-0' sheet: E-200 of: DEMOLITON SHEET NOTES SHEET NOTES FLAG NOTES Z 'TAFF. RE TUSECURITY MONITOR.MOUNT AT+84 D1 SEE DRAWING E-001 FOR DEMOLITION GENERAL NOTES 1. SEE DRAWING E-001 FOR GENERAL NOTES FOR FU ❑❑❑ (Do 0 2. REFER TO DETAIL 3/E-500 FOR EQUIPMENT IDENTIFICATION TAGS FOR APPROXIMATE LOCATION OF LINE OF DEMARCATION FOR PHONE SERVICE PROVIDER. COORDINATE EXACT PANELBOARDS AND DISCONNECTS. U) w r w 3. REFER TO DETAIL 1/E-500 FOR RECEPTACLE AND TELECOM INSTALLTIONS. LOCATION WITH SERVICE PROVIDER AND CONTRACTOR PRIOR TO CONNECTION. DDD w o Z w ❑❑ p US O PROVIDE SINGLE RECEPTACLE AND SINGLE GANG JUNCTION BOX WITH A PULLSTRING AT+48'AFF FOR OF01 < w _ KRONOS TIME CLOCK. L 0 < w x PROVIDE LED ANDON LED PANEL MOUNT INDICATOR LAMP ITEM#LD-2837-112 AND#LD-2837-115 WITH WALL Z 1 a. U o 0 � o PLATE BLANK PLATE ITEM#HA-1652-020, OR EQUIVALENT. MOUNT IN A 4'SQUARE BOX WITH A SINGLE GANG I a, -w-+ � MUDRING.TYPICAL FOR ALL PRIVACY ROOMS ABOVE THE DOOR.COORDINATE LOCATION WITH ARCHTITECT O (n Z v ai ~ AND/OR TENANT PRIOR TO ROUGH4N. m ~ ~ � PROVIDE A 3 POSITION TOGGLE SWITCH LED ANDON ITEM#KT-2211-300,OR EQUIVALENT.PROVIDE A HOT AND V LLJA Z z NEUTRAL WIRE FROM TOGGLE SWITCH TO INDICTOR LAMPS TO ALLOW USER TO TURN ON RED LED,GREEN W LED,AND OFF POSITIONS.CONTROLS WILL BE INDEPENDANT PER WORKSTATION AREA X < w W IL � s MOUNT RECEPTACLES 8'BELOW COUNTER. = wtr 00 w w H N > w PROVIDE 4'X8'3/4'FIRE RATED PLYWOOD BACKBOARD. COORDINATE FINAL LOCATION WITH TENANTS IT U = o9 EE w PROJECT MANAGER PRIOR TO INSTALLATION. U � rn REFER TO MECHANICAL EQUIPMENT SCHEDULE ON SHEET E-003 FOR EXHASUT FAN CONTROLS. u Q Q Lco:. COORDINATE LOCATION OF PUSHBUTTON FOR ELECTRIC STRIKE WITH WITH SECURITY CONTRACTOR AND TENANTS PRIOR TO ROUGH-IN. PRgr 2 3 1p`�i O O 9PE Rid1 SfPON GF(v W. ME 3q? INTAKE S EXAM �1I Expires: 12/31/T6] -- ^ OFFICE OFFICE 1CLASSROOM 3 CLASSROOM ,,,ppp /® PE-500 � 1047! 103 5 5 5 - LAMED DIRECTOl p 1�,5 5 �C71 107__ I O w - - \ltll X17 CD O _ 1 iM19ziZ3 I i .v - HALLWAY wAY MD WAITING N C - zDoc - c 19 A3T� $ I �o � u ioe ch cD �- - W 1A7,911 1 11 � --7 aREcroR 1A-;x27&FICE 7 `17 J 1� 8 121 - 125 ' - 1,9,11 - I'- N 10 -i i 219 25.27A EF-0 7 PRIVAc 4 COPIER Ef 7 -- 9 F- LL 27 27 118 O -� TYP® CV 51 ' RJUSTA 11 �f N O 20 _ 11 Y N -- r • 2 OFFICE OFFICE 35 tA313335 T17 4 19 ^ 6 — B -- -- 35 t9zi Zi � c 35 P AC 4 _ O 21 HALLWAY 27 ,,r�dd..< PHARMACY 1 6 _-- Q N 123 'f`.- 35 120 I L 0 ENT WAMNIGAs, _ LL - L- -- -- -_ _ _� �r PRIVACY I PATI-113 II N N I 728 - 1A131517 p (t7 -OFFICE ! (—� `-- ! � 130 --- _.. _ W a— O _ � \\\ �' MIRSEZD STATIOlIS 6 VES - - M8� 13 d e 129 2`5 - -4 � �J . �� 13,15,17 w w rn z 140 I cn----� - 3 cU 2 p -all% j25 13g oo-RN SUPERVISOR 23 21 n � __144 _ LL W O w OFFICE OFFICE 90 1,8-- H -1 SUPE -'1 O O a J !I �i3, ,3z� 21 y1 _ ] 1s VE 0001 23 _ � n = a m D s 23 zt +4rAFFFIEF g w c( � O E 8 13 = Q 21 n ' --- ------ —�^ C 9FFICE CLASSROOM OF ICE - : EF-V W = Z N < 0 C L 1 rn p c: _ 133 --13q� 21 .� _ l -- Ti v Z (Mo Q p' 136 _ 1 9 --_ - ) a P, 2� 75 m w w u ` W 0 0 L! U'1 I HAiN ! '- 'IrF$ , Elf revisions: I � _� E2-8 2015 WN f� o � u ADJACENT SUITE O date: 10.30.2015 I project: 08015 dwg file: X-08015 - drawn by: AMS i^ - - — checked by: JSH � - -- --- --- - --- —.--- -- -� I �_ ! �PYrightp 2015 _E NCE ONLY Carlson Veit Architects P.C. i NOT APPROVED WITH THIS PERMIT FLOOR PLANS FLOOR PLAN - DEMOLITION - POWER/SIGNAL FLOOR PLAN - POWER/SIGNAL POWER/SIGNAL SCALE: 1/8'-V-0' SCALE: 1/8'- I'-(r 2 sheet: E-300 of: SHEET NOTES FLAG NOTES � Adm1b,❑ Z 0 0 o 0 1. SEE DRAWING E-001 FOR GENERAL NOTES 1> EXISTING DISCONNECT TO REMAIN. PROVIDE NEW CONDUIT AND WIRE ❑rte❑ w 2. REFER TO DETAIL 3/E-500 FOR EQUIPMENT IDENTIFICATION TAGS FOR FROM DISCONNECT TO PANEL. REFER TO DRAWING E-003 FOR u w o z W PANELBOARDS AND DISCONNECTS. MECHANICAL SCHEDULE. ®❑ 0 O w v PROVIDE NEW DISONNECT,CONDUIT,AND WIRE TO PANEL.REFER TO 0 " W DRAWING E-003 FOR MECHANICAL SCHEDULE. F4 L U O LL RECEPTACLE WILL BE PROVIDED BY DIV.23 UNPOWERED. PROVIDE O H rn -W' CONDUIT AND WIRE AS SHOWN TO PANEL. fn Z v r r^ O N vJ � ULLJ " o Z '0 Z w u L X Q r ~ < O w 00 W W ~_ N > m U = o w v CL;0 QQ i N/E 0665 _ 1 2 3 JPE AEGOrw � �'P,9 SfPt 8.2�K . �E,h�G�4. [Expires: 12/31/' CD W C) or�- 07 cn u-x1e.18 v ry LO CNI 1�ann,z4 1 � RTU-01 1 H ILL O fV � #i0G N O O B tA-38 to 1618 30 (n 2 c aj O RTU-03 Q 3 O IL > C u) w r- CL �- F- Z 1A"A W W `n z z M,(3)K#10G LL & 00� :< a RTU-04 = m D c+> 1 J � w � N O wow UQco revisions: A 0 0 date: 10.30.2015 project: 08015 dwg file: X-08015 drawn by: AMS _ REFERENCE ONLY checked by: JSH D - - - -- — _ - -- NOT APPROVED WITH THIS PERMIT copyrightO 2015 Carlson Veit Architects P.C. ROOF PLAN ROOF PLAN - POWER/SIGNAL POWER/SIGNAL SCALE: 1/8'- 1'-0' 1 sheet: E-301 of: FLAG NOTES ' T LOC Al C/BI c�ry: VOLTAGE: 107100 4-WIRE ��❑� Z 2 R ROOM Tree: B0LT4N GB DOOR4N-0O0R O � PROVIDE 200 AMP METER MAIN NEMA 3R RATED. GROUNDTNG: NEUTRAL: NOFLUSH NEMA 1 0 " o EQUIPMENT GROUND BUS 1100%RATED SKIRTS: NONE AIC RATING: 22 KA ❑❑❑ H 0) H CONTRACTOR TO VERIFY THE EXISTING GROUNDING SYSTEM 0)lL o Z L) AT THE SERVICE COMPLIES WITH NEC ARTICLE 250.REPORT BACK TO C N A P 200 A A P N C ❑�❑ 0 ° O C7 x ENGINEER IF IT DOES NOT COMPLY. K 0 M O MAIN CIRCUIT BREAKER M G o K 1' a w v T T P L P L T # ITEM E S E LEFT A B C RIGHT S E E ITEM # ` 0 O 0 310 PROVIDE (4)# AND A SEPARATE#4 BARE COPPER GEC IN 2-1/2'C 1 REG -OFFICE#101a 102,CLASS#103 20 1 1,080 — — 1.439 21 1 LTG-NEST 2 It � LL FROM SERVICE DISCONNECT TO(E) PULLBOX. 3 REG -CLASS X1034104 20 1 1,080 — _ 1,460 21 1 L G-NORTH AND CENTRAL 4 Z W w 5 REG-INTAKE#105, EXAM$106 20 1 900 — — 882 21 1 LTG-EAST AND EF-1 THRU EF-6 6 f- QI J PROVIDE 4 0,#6 G IN 2-112'C. 7 REG -DIR#107,HALL 0109,CHARTS#110 2 1 760 — — = 647 21 1 LTG-HALLWAYS 8 O Z o ((1) ( )^�' 9 REC-CHARTS 0110 COPIER 20 1 1,500 1,000 21 1 179121 -UGHTING CONTROL PANEL 10 L N = f 11 REG -RECEPT#111,ENTRY#112 20 1 1 92D — — 1,000 20 1 IT#121 -LIGHTING INVERTER 12 1— C) � Z 13 REG-BREAK 8144,MEN#145,WMN#146 20 1 810 — — 2.707 40 3 RTU-01 14 ( 1 m of 0 Z 15 REG-BREAK 8144 MICROWAVE 20 1 1,500 — — 2,707 - - 16 `J w O Z a 17 REG-BREAK 0144 REFRIGERATOR 20 7 800 — — 2,707 - - - 18 r W N 0 U 19 REG-HALLWAYS.PATIENTWTG#113 20 1 1 1,080 — — 2,486 30 3 RTU 402 20 Z) X Q W ~ ~ 21 REG- RN#119,GLASS 1136 2D 1 1,080 - - 2,4% - - - 22 < 0 LL tY 23 REG -OFF.#139,CUN SUP 0138,JAN 9137 20 1 1,545 - - 2,496 - - - 24 V e 25 REG -OFFICE#130,0132,#134 20 1 1,080 - - 2.438 30 3 RTU�7 25 T tL -L 00 W W 27 REG -OFFICE 0124,0125,#126 2) 1 1,090 - - 2,438 - - - 28 t- NO ] OD Fr 29 REG -OFFICE#126.#128,#131,#133 20 1 1,440 - - 2,438 - - - 30 U = O w 31 REG -PHARMACY#120 20 1 360 - - 2.438 30 3 RTU-04 32 ` U a) LO 33 REG -PHARMACY#121 20 1 540 - - 2.438 - - 34 m CD CD 35 REG -PHARMACY 0121 20 1 916 - - 2,438 - - - 36 Q 37 REG -IT*121 1 20 1 1 1 128 - - 180 2) 1 R. -ROOF 38 39 REG -IT#121 2) 1 180 - - 2D 1 ISPARE 40 41 SPARE 20 1 - - 20 1 ISPARE 42 43 SPARE 21 1 - - 20 1 SPARE 44 45 SPARE 2D 1 - - 2T 1 SPARE 46 p{�,� 47 SPARE 20 1 - - 21 1 SPARE 48 09065NI L/'f49 SPARE 21 1 — — 20 1 SPARE 50fF51 SPARE 20 1 — — 2) 1 SPARE 52 9• PE 53 SPARE 20 1 _ — 21 1 SPARE 154 �1 A B C 1�4L� TOW Corn WPh� Laed(VA): 18.0(3 19,499 18,482 TaW Camected Phv Load(Amps). 150 1417 134 m'p Sfp7 Fav ��f Y W. MF-G [Expires: 12/31/16 f(E) 0 W CD 0 I) v N � G OJ MV) NWCWn DF Dmad X o � 4w 1 w sOD m C"'V$ Lp 100 AppMra(Div WaAed Lardy. 100 Eleclic Heat 100 Kdt hwE9ap(Cana- )' 100 C) Up*lg0 443 125 554 Mabe a d Caipro#sa#: 2212 100 2212 N0Lmpmt Mcb 8.12 125 1015 M rce/aleare' 100Receptads 1000 100 1000 C7 RecW Ova 10 kVA: 936 050 46B Cf) C Q) 0 Tads: EXIST I Demand Amps: 151.34 Q ` NOTES: O z LL- '0 (E) 500 KVA UTILITY 5 0 � C6 S 0 C6 TRANSFORMER F_ j ' w w < z PARTIAL ONE-LINE DIAGRAM 0 W � oo < a SCALE:N.T.S 0� D = m (.,) F- � wn N O Cl W¢ — (f) w Z O � rJQ Z-w � x B I n m � u � ; V I � CL V H revisions: 0 0 A date: 10.30.2015 project: 08015 dwg file: X-08015 drawn by: AMS checked by: JSH copyrightp 2015 REFERENCE ONLY Carlson Veit Architects P.C. NOT APPROVED WITH THIS PERMIT PARTIAL ONE-LINE AND PANEL SCHEDULE sheet: E-400 Of: Z m- ❑❑ - o 0 LI❑❑ F M > � 0 0 z w J O r INSULATED BUSHING �Ir of If w u O 0 < TO NEXT DEVICE / . a o OR PANEL Fi w W W 7 J ~ N < J LIGHTING CONTROL PANEL N T ACCESSIBLE CEILING LCP' W m O z wof � Z U Z) XQ w R3 ~ ~ u- w U < PANEL CONDUIT SIZING TABLE 'S R4 w ct Co = Cow W CPU/CLOCK n 0 = o F w RJ CONDUIT. REFER TO FLOOR COMMUNICATIONS OUTLET,WALL PHONE 314 INCH PLANS, GENERAL NOTES AND RO V U M C; M ONE-LINE DIAGRAM FOR COMMUNICATION WALL OUTLETS,2-6 CATEGORY 6 CABLES 1 INCH t R7 ' a CONDUIT AND WIRE SIZE WALL MOUNTED TELECOM OUTLET 18'AFF TO CENTERLINE, COMMUNICATION OUTLET,TV/VIDEO DISPLAY 1 INCH r o FURNISH AND INSTALL CONDUIT A. PROVIDE CONDUITS TO BACK BOXES FOR COMMUNICATION OUTLETS P R9 FROM OUTLET TO ACCESSIBLE TO ACCESSIBLE CEILING AREAS SIZED AS PER THE FOLLOWING. Ne f SE CEILING, WITH A PULLSTRING. R10 �`� i PROVIDE 4'SQUARE BACKBOX R11 i. PANELBOARD I ENCLOSED SWITCH �' `� a WITH A SINGLE GANG ACKBOMUDRING. 2K PANEL DESIGNATION eoa INSTALL RECEPTACLE AND DATA REFER SI CONDOR SIZING R12 200A AMPERAGE s \y JUNCTION BOX NEXT TO EACH 1201208V-3 PHASE,4 WIRE VOLTAGEpr OTHER WHEN SHOWN AS SUCH CHART AS PART OF THIS DETAIL R13 �9p�£v W°M�G� ON THE FLOOR PLANS AND FLOOR PLANS FOR FROM 2SDP SERVICES FROM QUANTITY OF NETWORK CABLES R14 IN MAIN ELECTRICAL ROOM SERVICES LOCATION Expires: 12/31/16 PROVIDED BY OTHERS. R15 NORMAL DISTRIBUTION SYSTEM � LVINPUTS o O R16 2. DISCONNECT SWITCH O W ® o O D.S.8 SWITCH DESIGNATION 0 O) (n 10 HP HP RATING N r �— LL 200 AMPS DISCONNECT RATING ((0 < P PHOTO-ELECTRIC SWITCH TO BE USED1201208V-3 PHASE4 WIRE VOLTAGE cV 2 , AS INPUT TO THE LIGHTING CONTROL PANEL (rj (OOf FROM PANEL 2H SERVICES FROM O O W LOW VOLTAGE SWITCHES AS INDICATED ON u) 04 a FINISH FLOOR DRAWINGS AND SCHEDULE(TYP.) NORMAL DISTRIBUTION SYSTEM NOTE: COORDINATE PROGRAMING OF LIGHTING CONTROL PANEL WITH OWNER, LOCATED IN MECHISTOR ROOM#137 SERVICES LOCATION w coO 04 "Cr RECEPTACLE/TELECOM ELEVATION LIGHTING CONTROL PANEL 2 ELECTRICAL EQUIPMENT IDENTIFICATION TAGS 3 N N SCALE:NTS SCALE:NTS SCALE:NTS W O c > rn Q sp u- C Co n NEUTRAL a RED(LINE) E- Fw— a v POWER PACK RED WALL SWITCH U U Q z IIIiI `�'P'�`' z � H T LOAD ( LOAD) LL W O '� U m m 0 LL q c7 a Ohm D CONTROL OUTPUT 24VDC a Z N +24 VDC J w �O NEUTRAL = Z � 0T- : O O < Y RED(LINE) SENSOR U Q c Z � Q POWER PACK WALL SWITCHrlso o w ^o O o ILII (TYPICAL) $U U RED (LOAD) LOAD revisions: Y D Co in CONTROL OUTPUT 24VDC CONTROL OUTPUT 24VDC Q +24VDC GUMMUN UUMMUN +24 V C Q SENSOR SENSOR date: 10.30.2015 project: 08015 dwg file: X-08015 drawn by: AMS MOTION SENSOR CONTROL WIRING DIAGRAM 4 MOTION SENSOR CONTROL WIRING DIAGRAM checked by: JSH copyrightO 2015 SCALE:NTS SCALE:NTS REFERENCE ONLY Carlson Veit Architects P.C. NOT APPROVED WITH THIS PERMIT ELECTRICAL DETAILS sheet: E-500 of: