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Plans BU P2017 -00102 t t RECEIVED APR 2 4 2017 CITY OF TIGARD BUILDING DIVISION ki NE_ SPRESSO 131 _ - 0 = i i ! = il. i = ! ME M M •t W1111 .• 1 i 11. SPECIAL fN j��.7 oe',, `d`�,N i=',>oOUIRED. .... . • f State of ar�;� Asn tr�� tufa! Specialty Code 40414�`, , ,,,,,,M„_�, a A Co ete u:�d Reinforcing Steel • • r Bolts Installed in Concrete I ..___ 4:00* . i I N. •• . • ED Special Moment-Resisting Concrete Frame -1 1 il I A , . : de MI ❑ Rei g Slee!& Prestressing Steel Tendons . _.. Structural Welding IP �, _ A I �'n 0 Cm* ❑ High-Strenght Bolting • _ _ ❑ Structural Masonry 1 .: . . _ "tel `�' 4114 s ❑ Reinforced Gypsum Concrete ,; litl. f r ` – 1 ::::P :::: :1stPve WO `!` Materials .�. a - dp % II ❑ Pi&'gs, Drilled Piers and Caissons , L- ❑ Shotcrete . i I ❑ Special Grading, Excavation and Filling 0 Smoke-Control Systems 0 Other Inspections ...e T F 4 , At 4 CITY OF TIGARD REVIEWED FOR CODE COMPLIANCE Approved: [ 1.4.------- PERMIT SET _ 0411 9120 1 7 OTC; i a Permit#Y 'W )i��`--� I�� Address; (5� �f 9 ` • i Suite#;. ' - [, - 4— Bye re Date: 'D g`, DESIGN ARCHITECT: -ki ARCHITECT OF RECORD: PARISOTTO FORMENTON ARCHITECTS GORING & S T R A J A ARCHITECTS OFFICE COPY VIA Marcona 3 PORTLAND , OREGON POWER DRIVEN SHOTiN• IT - 20129 Milano 729 Heinz Avenue, Suite 1 `� Berkeley, CA 94710 to ANCHORS USED FOR 9585 S WASHINGTON SQUARE ROAD , _ SEISMIC APPLICATION Tel / 848 0895 6 „lir ! SHALL REQUIRE SPECIAL INSPECTION Fax 510 / 848-0897 OR.INTERf 1001 WACERICI-I* Tenant Coordination SPACE H 13 & H 14 111 APPROVED PORTLAND , O R 97223 X] APPROVED AS NOTED APPROVAL PENDING RESUBMISSION Comments: Karen L Maynard MECH./ELEC./PLUMBING ENGINEER: STRUCTURAL ENGINEER: BUILDING MANAGEMENT: OWNER: AVP, Tenant Coordination Henderson Engineers, Inc. KPFF Consulting Engineers Macerich Washington Square Nespresso USA, Inc. 4.20.17 8345 Lenexa Drive, Suite 300 111 SW 5th Ave #2500 9585 SW Washington Square Road 100 Park Avenue Lenexa, KS 66214 Portland, OR 97204 Portland, OR 97223 7th Floor Reviewed by: Date: New York, NY 10017 TEL: 913-742-5000 TEL: 503-227-3251 TEL: 503-639-8865 CITY OF TIGARD Approved FAX: 909-396-8169 TEL: 646-658-3800 A pP by Planning Date: "111)-111/_____ _ Initials: AK- 1 1 1 ABBREVIATIONS & SYMBOLS DESCRIPTION OF WORK VICINITY MAP SHEET INDEX / � r f - THE SCOPE OF WORK INCLUDES: y �`' r • AB ANCHOR BOLT FRP FIBERGLASS REINFORCED A RISER; RADIUS "'"'"�""'"""'"""'"'°` "' ARCHITECTURAL AC ASPHALT CONCRETE PLASTIC RCP REFLECTED CEILING PLAN RETAIL TENANT IMPROVEMENT ON THE FIRST FLOOR OF AN ENCLOSED MALL BUILDING. lI ►� $I S T Rl d A ARCHITECTS • A0.0 COVER SHEET ACT ACOUSTICAL CEILING TILE FT FOOT OR FEET REQD REQUIRED r INSTALL NEW STOREFRONT FACADE z A0.2 GENERAL NOTES, ABBREVIATIONS, INDEX& RESP. MATRIX ACST ACOUSTIC FTG FOOTING REF REFRIGERATOR - BUILD INTERIOR WALLS TO FIT NEW STORE LAYOUT AND BACK OF HOUSE AREA -• A1.0 SITE PLAN, ACCESSIBILITY, GRADING &INTERIOR SIGNAGE ADDL ADDITIONAL FURG FURRING RM ROOM - INSTALL BUILT-IN FURNITURE A2.0 DEMOLITION PLAN& PRODUCT CUTSHEETS 729 Heinz Avenue, Suite 1 INSTALL STORE EQUIPMENT -r' CA 94710 AFF ABOVE FINISHED FLOOR RQ ROUGH OPENING INSTALL NEW FLOOR, WALL AND CEILING FINISHES { A2.1 CONSTRUCTION FLOOR PLAN & REFLECTED CEILING PLAN Berkeley, AFG ABOVE FINISHED GRADE GALV GALVANIZED RWL RAIN WATER LEADER a - A3.1 BUILDING SECTIONS 510 $4$_a89J INSTALL NEW LIGHTING SYSTEMS THROUGHOUT t • " } A5.1 INTERIOR ELEVATIONS FAX 510 f $4$-0$97 IT ALUM ALUMINUM GFCI GROUND FAULTCIRCU - INSTALL AN EQUIPMENT I •: h ) ..� INTERRUPTER - INSTALL STORAGE SHELVING 6 , `�7' A7.1 SCHEDULES& LIGHTING CUTSHEETS APPROX APPROXIMATE GL GLASS S SOUTH - INSTALL SIGNAGE •10.9, ` •d - A7.2 PRODUCT CUTSHEETS ARCH ARCHITECT GLULAM GLUED LAMINATED LUMBER SC SOLID CORE A7.3 MATERIAL BOARD AV AUDIO VISUAL GSM GALVANIZED SHEET METAL SCD SEE CIVIL DRAWINGS ALL WORK SHALL BE IN CONFORMANCE WITH THE 2012 INTERNATIONAL BUILDING CODE WITH tF A8.1 STOREFRONT DETAILS Project: AMENDMENTS. A9.1 INTERIOR DETAILS GYP BD GYPSUM BOARD SD SMOKE DETECTOR; -. a A9.2 INTERIOR DETAILS10 BB BASEBOARD SOAP DISPENSER �,;•,------ t • c (219 ;4` A9-3 INTERIOR DETAILS BD BOARD HB HOSE BIB SED SEE ELECTRICAL DRAWINGSCC .. ' A9.4 INTERIOR DETAILS LU DEFERRED PERMIT SUBMITTAL: =fid ° BLDG BUILDING HCWD HOLLOW CORE WOOD DOOR SF SQUARE FOOTAGE BOT BOTTOM HDR HEADER SG SAFETY GLAZING Nordst ' 31z1 Rack " �' T8f :p,: -- STRUCTURAL B PL BASE PLATE HDW HARDWARE SHT SHEET THE FOLLOWING ITEMS ARE TO BE PROVIDED ON A DESIGN/BUILD BASIS- CONTRACTOR IS Cascade Plaza Y. z M 50.1 DRAWING INDEX, ABBREVIATIONS, AND NOTES < CO RESPONSIBLE FOR PROVIDING COMPLETE DESIGN AND SECURING NECESSARY PERMITS, INSURING _ BTWN BETWEEN HDWD HARDWOOD SIM SIMILAR f 1 , 50.2 SPECIAL INSPECTIONS (V SYSTEMS ARE CODE COMPLIANT, FULLY OPERATIONAL AND COMPLETE- DESIGN DOCUMENTS FOR .~'d�, s ; }� �r ,; w" �-y HM HOLLOW METAL SLD SEE LANDSCAPE DRAWINGS THESE PERMITS WILL BE SUBMITTED SEPARATELY TO THE CITY OF PORTLAND BY RESPECTIVE -, `' S2.1 STOREFRONT FRAMING PLAN V Lt? C11 CA CARD READER HORIZ HORIZONTAL SMD SEE MECHANICAL DRAWINGS CONTRACTORS FOLLOWING ARCHITECTS AND DESIGN CONSULTANTS REVIEW FOR COMPLIANCE TO '4 " I 53.1 STOREFRONT SECTION O ARCHITECTURAL AND STRUCTURAL DESIGN INTENT- S4-1 DETAILS CAB CABINET SPD SEE PLUMBING DRAWINGS ❑ = 4} ,f CER CERAMIC ID INSIDE DIAMETER SPVD SEE PHOTOVOLTAIC DRAWING: Z - FIRE SPRINKLER SYSTEM The Clieesec: ke Factory ELECTRICAL ( 2 0 I� CJ CONTROL JOINT INSUL INSULATION SSD SEE STRUCTURAL DRAWINGS - FIRE ALARM, EMERGENCY ALARM AND WARNING SYSTEMS y : E0.0 ELECTRICAL LEGEND& GENERAL NOTES CL CENTER LINE INT INTERIOR SST STAINLESS STEEL EXTERIOR SIGNAGE ¢. `. E1.1 ELECTRICAL LIGHTING PLAN LW 14 I--- co O CLO CEILING STD STANDARD• :" ;� E1.2 ELECTRICAL POWER PLAN ag -J �7 r CLR CLEAR JAN CLO JANITOR CLOSET STL STEELhiC -D E1.3 ELECTRICAL HVAC POWER PLAN CNTR COUNTER J-BOX JUNCTION BOX STRUCT STRUCTURAL y E1.4 ELECTRICAL SECURITY AND LOW VOLTAGE PLAN CL - CQL COLUMN JT JOINT SWAM SYMMETRICAL .- -, E2.1 ELECTRICAL LIGHTING CONTROL DETAILS& SCHEDULES 1 i� • PROJECT ' '�` �;. I LU SPACE E3.1 ONE-LINE DIAGRAM AND PANEL SCHEDULES a U) j Q CONC CONCRETE ;=� E4.1 ELECTRICAL SPECIFICATIONS W a CPT CARPET KIT KITCHEN T TREAD ` �''-- E4,2 ELECTRICAL SPECIFICATIONS CTR CENTER KPL KICK PLATE TB TOWEL BAR TEL TELEPHONE „ , P• ,> c r cc E4.3 ELECTRICAL SPECIFICATIONS o 5 �F • --F :_- E5-1 ENERGY CODE COMPLIANCE CI) Y DB DOOR BELL LAM GL LAMINATED GLASS THRU THROUGH FIRE PROTECTION DET DETAIL LAV LAVATORY TO TOP OF �'+ REVIEW p y (� DEMO DEMOLITION LINO LINOLEUM TPD TOILET PAPER DISPENSER CODE rl EV I E V Y FAQ.O FIRE ALARM LEGEND, DETAILS, AND NOTES (f) DF DRINKING FOUNTAIN LT LIGHT TS TUBE STEEL aFi':. , . -� . FA1.1 FIRE ALARM FLOOR PLAN AND NOTES DIM DIMENSION TYP TYPICAL x� FA2.1 FIRE ALARM SPECIFICATIONS LC) DOUG FIR DOUGLAS FIR MAX MAXIMUM T&G TONGUE&GROOVE FSO.0 FIRE SPRINKLER LEGEND, DETAILS, AND NOTES CO APPLICABLE CODES Y Tt�•t.qty -i° F51.1 FIRE SPRINKLER FLOOR PLAN AND NOTES L DG DECOMPOSED GRANITE MC MEDICINE CABINET TV TELEVISION .. 1, - DN DOWN MECH MECHANICAL • r '.-Pub uGill FS2.1 FIRE SPRINKLER SPECIFICATIONS I) DWG DRAWING MEMB MEMBRANE UBC UNIFORM BUILDING CODE -2014 OREGON STRUCTURAL SPECIALTY CODES 4 2014 OREGON PLUMBING SPECIALTY CODES MECHANICAL DS DOWNSPOUT MFR MANUFACTURER UON UNLESS OTHERWISE NOTED -2014 OREGON MECHANICAL SPECIALTY CODES • * ,,► MO.O MECHANICAL LEGEND AND GENERAL NOTES Consultants: MIN MINIMUM UR URINAL , M1.1 MECHANICAL PLAN -2014 OREGON ENERGY EFFICIENCY SPECIALTY CODES = �^ ....±E EAST MISC MISCELLANEOUS UTIL UTILITY -2014 OREGON ELECTRICAL SPECIALTY CODES M2.1 MECHANICAL DETAILS MECHANIGAL�FLUMBINGIELECTRICAL (E); EXIST EXISITING MTL METAL -2014 NATIONAL ELECTRICAL CODE „€ , M2.2 MECHANICAL SCHEDULES Henderson Engineers, Inc. EA EACH VAR VARIES -2014 OREGON FIRE CODE M3.1 MECHANICAL SPECIFICATIONS 8345 Lenexa Drive, Suite 300 ECU EVAPORATIVE COOLING UNIT N NORTH VERT VERTICAL - ICC A117.1-2009 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES Lenexa, KS 66214 - NATIONAL FIRE PROTECTION ASSOCIATION TEL 913 742 5000 EJ EXPANSION JOINT (N) NEW VG VERTICAL GRAIN a° PLUMBING EL ELEVATION NIC NOT IN CONTRACT VIF VERIFY IN FIELD �, .r• = PO.O PLUMING GENERAL NOTES AND SCHEDULES ELEC ELECTRICAL NOM NOMINAL r r •`.: P1.1 PLUMBING WASTE AND VENT PLAN STRUCTURAL ENGINEER EQ EQUAL NTS NOT TO SCALE W WEST r -{ P1.2 PLUMBING DOMESTIC WATER PLAN KPFF Consultin Engineers S 9 EW EACH WAY w/ WITH I P2-1 PLUMBING DETAILS AND SCHEDULE 111 SW 5th Ave #2540 1 „. .r P3.1 PLUMBING SPECIFICATIONS Portland, OR 97204 EXP EXPANSION 0/ OVER WC WATER CLOSET 1 x . EXT EXTERIOR OC ON CENTER WO WHERE OCCURS -"`: t CO OUTSIDE DIAMETER W,O WITHOUT TEL 503.227.3251 FE FIRE EXTINGUISHER OFCI OWNER FURNISH WD WOOD ' '. I t5 a: ,., =x FF EL FINISH FLOOR ELEVATION CONTRACTOR INSTALL WOW WINDOW Y 4 all Ap DEVELOPMENT SUMMARY FD FLOOR DRAIN OPNG OPENING WH WATER HEATER FIN FINISH OPP OPPOSITE WP WATERPROOFING # I ;-.Mrt_t • FIN FLR FINISH FLOOR WWM WELDED WIRE MESH €" , , '� °° Occupancy Calculation € "° FIXT FIXTURE PERF PERFORATED NESPRESSO FLASH FLASHING PL PROPERTY LINE Floor Room Name Occupancy Use square Area/Occupant Om. Load Total y Footage (IBC Table 1004 `� FLUOR FLOURESCENT PLAS PLASTER y .ti _ I - .-4 RENTAL SPACE NUMBER: Space H13 &H14 FDTN FOUNDATION PLAM PLASTIC LAMINATE 1 Sales Area Mercantile 1087 30 gross 37 1 L '• STORE ADDRESS: 9585 SW Washington Square Rd, Portland, OR 97223 1 Office& Break Area Business Area 713 100 gross 8 i E t FO FACE OF PLBG PLUMBING s LEGAL DESCRIPTION: Tenant Improvement at H13 & H14 at Washington Square- FOC FACE OF CONCRETE PLYWD PLYWOOD Total Occupant Load 4 , EXISTING/PROPOSED USES: Retail/Retail FOE FACE OF FINISH PR PAIR 4 ZONING DESIGNATION: B4 - Regional Shopping FOS FACE OF STUD PT PRESSURE TREATED TYPE OF CONSTRUCTION: Type FLRPFLOOR PTDVPAINTED GENERAL NOTES P ROJ ECT DIRECTORY OCCUPANCY GROUP: Mercantile (existing, Fully land proposed) nklered FPL FIREPLACE PV PHOTOVOLTAIC OCCUPANT LOAD SUMMARY: 36 (refer to Occupancy Calculation under Code Review) NUMBER OF STORIES: 1 DRAWING SYMBLS QN MATERIAL KEY 1.THIS CONSTRUCTION CONTRACT IS FOR THE CONSTRUCTION OF 10. THE DRAWINGS SHALL NOT BE SCALED. THE GENERAL OWNER: HEIGHT OF STORY: 16'-T' ARCHITECTURAL DRAWINGS A COMPLETE AND FULLY FUNCTIONING INSTALLATION.THESE CONTRACTOR SHALL REFER TO THE DIMENSIONS INDICATED OR OWNER NESPRESSO USA, INC. TENANT SPACE AREA: 1,917SF DOCUMENTS DESCRIBE THE DESIGN INTENT AND SPECIFIC THE ACTUAL SIZES OF CONSTRUCTION ITEMS. WHERE NO FRANK STILLO, RETAIL DEVELOPMENT PROJECT MANAGER N REQUIREMENTS OF THE INSTALLATION. THESE DOCUMENTS DO DIMENSION OR METHOD OF DETERMINING A LOCATION IS GIVEN, ��"�� WOOD BLOCKING OR SHIM NOT INTENDTO SHOW EVERY ITEM REQUIRED TO CONSTRUCT VERIFY CORRECT DIMENSION OR LOCATION WITH THE OWNER'S 100 PARK AVENUE, 7TH FLOOR FIRE SPRINKLERS: Yes THE WORK. ITEMS SUCH AS FASTENERS, CONNECTORS, REPRESENTATIVE PRIOR TO INSTALLATION.. NEW YORK, NY 10017 PROJECT SITE PLAN: A1.0/2 INTERIOR ELEVATION FILLERS, MISCELLANEOUS CLOSURE ELEMENTS, ANCILLARY PHONE: 646 658 3856 ELEVATION LETTERACONTROL WIRING AND POWER WHERE REQUIRED FOR THE 11. THE DRAWINGS AND REFERENCED DETAILS HAVE BEEN ACCESSIBILITY PLAN A1.01 1 D W�� EWOOD CONTINUOUS FRAMING CONTROL OR OPERATION OF THE PROVIDED EQUIPMENT ARE DIMENSIONED IN ORDER TO ESTABLISH THE CONTROL AND )Q!' A Mar SHEET NUMBER �~ �_ NOT ALWAYS SHOWN BUT ARE CONSIDERED INCLUDED IN THE GUIDELINES FOR FIELD LAYOUT- WHERE DISCREPANCY EXISTS ESTIMATED NUMBER OF EMPLOYEES: approximately 3-5 per shift SCOPE OF THE WORK. IT IS THE RESPONSIBILITY OF THE BETWEEN THE DRAWING AND THE DETAIL THE CONTRACTOR ARCHITECT OF RECORD MEPF ENGINEERS STRUCTURAL ENGINEERS CONTRACTOR TO PROVIDE A FULLY FUNCTIONING INSTALLATION SHALL NOTIFY THE OWNER'S REPRESENTATIVE FOR JAMES GORING,WOLFGANG HORN BRENT FELTEN TRAVIS SMITH TYPE OF FACILITY: 100%pre-packaged with coffee sampling using Nespresso'sA. 11325 , i l S /- )\\�\ FINISH WOOD TRIM &FASCIA WHICH MEETS THE DESIGN INTENT,INCLUDING THE SPECIFIC CLARIFICATION PRIOR TO INSTALLATION. GORING& STRAJA ARCHITECTS HENDERSON ENGINEERS, INC. KPFF CONSULTING ENGINEERS REQUIREMENTS INCLUDED IN THESE DOCUMENTS. 729 HEINZ AVENUEM SUITE 1 8345 LENEXA DRIVE, SUITE 300 111 SW 5TH AVE, #2500 capsules and brand coffee machines intended for home use. JAMES A. 7-4 12. UNLESS OTHERWISE NOTED, DIMENSIONS ARE TO FACE OF GOen RING ELEVATION 2.ALL ITEMS SHOWN IN THESE DOCUMENTS ARE NEW UNLESS Ildki ),L OTHERWISE NOTED. FINISH OR FACE OF SUBSTRATE AT SURFACES WITH CERAMIC TILE,WOOD PANELING OR OTHER SPECIAL FINISHES. BERKELEY, CA 94710 PHONE: 51 0 848 0895 LENEXA, KS 66214 PORTLAND, OR 97204 NUMBER OF SEATS: None, this is a retail facility only-�no seating, no take-out H' ❑RAWING NUMBER PLYWOOD PHONE: 913 742 5000 PHONE: 503 227 3251 6. G- A1.1 SHEET NUMBER 3.THESE DOCUMENTS DESCRIBE A SINGLE CONSTRUCTION 13.WHERE DIMENSIONS ARE NOTED TO REFERENCE EXISTING OREGON ---� CONTRACT. THE USE OF SUBCONTRACTORS IS THE ELECTION CONDITIONS,THE DIMENSION SHOWN IS THE DESIGN BASIS,BUT SHOPFITTERS/MILLWORK GC TO OBSERVE LANDLORD REGULATIONS FOR CONSTRUCTION HOURS AND DELIVERY TIMES- LANDLORD t.h GYPSUM BOARD OF THE CONTRACTOR. THESE DOCUMENTS DO NOT INTEND TO MAY DIFFER FROM ACTUAL CONDITIONS. CONTRACTOR SHALL DIVIDE THE WORK AMONG THE CONTRACTOR'S VERIFY THESE DIMENSIONS WHILE LAYING OUT THE WORK AND ESSEQUATTRO SPA HAS DESIGNATED PARKING FOR TENANTS CONTRACTORS. /0\CSECTION SUBCONTRACTORS. WHERE THE DOCUMENTS IDENTIFY WORK REPORT ANY DISCREPANCIES BETWEEN THE DESIGN BASIS AND VIA DEL LAVORO 8 NOF ODRAWING NUMBER WHICH IS"NOT IN MECHANICAL WORK"OR'NOT IN ELECTRICAL ACTUAL DIMENSIONS TO THE OWNER'S REPRESENTATIVE PRIOR GRISIGNANO DI 70000, ITALY 36040 SHEET NUMBER ° . ' ;'..:� CONCRETE WORK"IT MEANS THAT THE WORK IS NOT FURTHER DESCRIBED TO PROCEEDING WITH THE WORK. WHERE DIMENSIONS ARE OR SPECIFIED IN THE MECHANICAL OR ELECTRICAL DRAWINGS NOTED"t', FIELD DIMENSIONS MAY VARY FROM THE NOTED OR SPECIFICATIONS. IT DOES NOT PRECLUDE THE CONTRACTOR DIMENSIONS BY MINOR AMOUNTS. Exp.. 10/31/2017 FROM DELEGATING THE WORK TO THE ENTITIES OF HIS OWNER$' VENDORS: No. Date Issue �///�' v in STEEL/ALUMINUM ELECTION. IN ADDITION,THE DIVISION OF THE CONTRACT 14. INTERIOR DETAILS ARE KEYED TO THE PLANS AT TYPICAL RESPONSIBILITY MATRIX X DETAIL J/ DOCUMENTS INTO ARCHITECTURAL,STRUCTURAL, MECHANICAL, LOCATIONS. TYPICAL DETAILS APPLY TO ALL LOCATIONS WHICH ELECTRICAL AND OTHER DESIGN DISCIPLINES NEITHER DIVIDES ARE SIMILAR BUT ARE NOT OTHERWISE DETAILED. THE DRAWING NUMBER SALES AREA FLOOR TILES SALES AREA SECURITY SYSTEMS SHIPPING & FREIGHT A1.1 SHEET NUMBER THE WORK BETWEEN THE CONTRACTOR'S SUBCONTRACTOR CONTRACTOR AND SUBCONTRACTORS ARE RESPONSIBLE TO AND STOREFRONT TILES LIGHTING FIXTURES DGA SCURITY SYSTEMS SCHNEIDER FREIGHT NOR IMPLIES THAT ALL OF THE WORK FOR THOSE DISCIPLINES IS COORDINATE THE LOCATION OF ALL TYPICAL DETAILS AND ;,66666666,6/ INSULATION SHOWN ONLY IN THOSE DRAWINGS.. INSTALL THE WORK INDICATED. IF DISCREPANCIES EXIST OR CERAMICHE REFIN SPA LIGHT CONTRACT SRL USA INC. FURNISHED BY INSTALLED BY QUALIFICATION IS REQUIRED,THE CONTRACTOR SHALL NOTIFY (FLOS GROUP) A 4.IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND THE OWNER AND DESIGNER FOR CLARIFICATION PRIOR TO THE SUBCONTRACTORS TO REVIEW ALL DRAWINGS, ADDENDAET .IN ORDER ASSURE THE COORDINAION OF ALL WORK PROCEEDING. REVISION �,� j# ' v� RIGID INSULATION AFFECT NG EACH TRADE FAILURE TO REVIEW AND COORDINATE 15. CONTRACTOR SHALL REPAIR, REPLACE.REPAINT AND/OR LOCAL JURISDICTION, LANDLORD AND REQUIRED VENDORS; O p ALL CONTRACT DOCUMENTS BY THE GENERAL CONTRACTOR REFINISH ANY cr ~ WITH ALL THE SUBCONTRACTORS FOR APPLICABLE ITEMS OF AREA DAMAGED BY ANY DEMOLITION AND/OR CONSTRUCTION z cd O z (d p CENTER LINE FLASHING THE WORK SHALL NOT RELIEVE THE RESPONSIBLE PARTY FROM ACTIVITY. F- --' 1.- -, PERFORMING ALL WORK SO REQUIRED AS PART OF THE BUILDING DEPARTMENT SCOPE a zo a o o REMARKS CONTRACT. 16. CONTRACTOR SHALL BECOME FAMILIAR WITH ALL REQUIRED CITY OF TIGARD CODES AND ATTN: PERMIT CENTER BARRICADE AND GRAPHICS BY OWNER PROPERTY LINE BUILDING PAPER 5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADHERANCE TO WITH CITY OF PORTLAND REQUIREMENTS. ADDRESS: 13125 SW HALL BLVD, TIGARD, OR 97223 CONSTRUCTION BARRICADE THE 2012 INTERNATIONAL BUILDING CODE,CURRENT ENFORCED PHONE: 503-718-2439 Issue Note: EDITION WITH ANY AMENDMENTS. 17, CONTRACTOR TO CONFORM WITH LANDLORD&BLDG OWNERS SALES AREA WALL FINISHES BY OWNER,GC TO PAINT MDF WATERPROOF MEMBRANE DELIVERY&PARKING RULES&REGULATIONS. WOOD WALL PANELING • ELEVATION MARKER 8.THE CONTRACTOR SHALL LAYOUT AND SEQUENCE THE FIRE DEPARTMENT PANELS ABOVE WOOD PANELING PER SPECIFICATION BID/PERMIT SET 0" INSTALLATION OF THE WORK SO THAT THE DIFFERENT SYSTEMS 18. CONTRACTOR TO CONFORM WITH LANDLORD&BLDG OWNERS TUALATIN VALLEY FIRE & RESCUE MTL STUD FRAMING&BACKING FOR • CONTRACTOR TO COORDINATE WITH OWNER'S SHOP- DO NOT OBSTRUCT THE INSTALLATION OF SUCCESSIVE WORK. BUILDING PROTECTION REQUIREMENTS FOR DELIVERY TO THE WOOD •WALL&CEILING PANELS • i FITTERS IN GENERAL,SYSTEMS INSTALLED FIRST SHOULD BE KEPT AS SITE&STORAGE OF ALL CONSTRUCTION MATERIALS. ADDRESS: 11945 SW 70TH AVE,TIGARD, OR 97223 101 ROOM NUMBER C )((( SEALANT& BACKING ROD HIGH AND TIGHT TO STRUCTURE AS POSSIBLE SO AS TO LEAVE PHONE: 503-649-8577 BOUTIQUE AND BAR FURNITURE • • 04/24/2017 SPACE AVAILABLE FOR SYSTEMS WHICH FOLLOW. 19.AT THE TIME OF ROUGH INSTALLATION,OR DURING STORAGE ON THE CONSTRUCTION SITE AND UNTIL FINAL STARTUP OF HEATING ENVIRONMENTAL HEALTH DEPARTMENT FIXTURES PROVIDED BY OWNER, INSTALLED&FOCUSED TILE OR CARPET 7, REQUIREMENTS SHALL PREVAIL. THE CONTRACTOR DISCREPANCIES EXIST IN THE DRAWINGS,THE MORE AND COOLING EQUIPMENT,ALL DUCT AND OTHER RELATED AIR DISTRIBUTION STATE OF OREGON DEPARTMENT OF ARGIRICULTURE UGHTlNG FON BY GC PER'LIGHTING ORIENTATION GUIDEBOOK' ProjectID: Portland 01 WINDOW NUMBER 1111 11111111111 1Iflllll 111111111111 I1�1 STRINGENT SHALL NOTIFY THE OWNER AND DESIGNER OF ANY COMPONENT OPENINGS SHALL BE COVERED WITH TAPE, ATTN: CHRIS GIEBER DISCREPANCIES. PLASTIC,SHEET METAL,OR OTHER ACCEPTABLE METHODS TO PHONE: 503 554 8920 LIGHTING-BOH • • Drawn By: WH 111-111-11L,=,--,-,--,111=111=,11--11REDUCE THE AMOUNT OF DUST OR DEBRIS WHICH MAY COLLECT C01A� DOOR NUMBER =Iii=11f1=1Ef=1111=f SOIL 8.THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS WILL IN THE SYSTEM. LANDLORD LIG I4TBOXES IN OWNER SUPPLIED FURNITURE . a CONTRACTOR TO COORDINATE WITH OWNER'S SHOP- Review By: JG VISIT THE SITE PRIOR TO BIDDING IN ORDER TO FAMILIARIZE FITTERS THEMSELVES WITH THE EXISTING CONDITIONS AND THE IMPACT 20.A PRE-CONSTRUCTION MEETING WITH THE TENANT MACERICH Plot Date: 04/24/2017 OF THE PROPOSED NEW WORK, INDICATED ON THE DRAWINGS COORDINATOR HAS TO BE ARRANGED PRIOR TO CONSTRUCTION 9585 S.W. WASHINGTON SQUARE FOH FLOOR TILES&STOREFRONT TILES • • „ ..,.._. ;:Y•a•::' :;:::•'.: : i ANY QUESTIONS REGARDING THE COORDINATION OF NEW WORK START. + 34 SURFACE HEIGHT ON 1- . • GRAVEL OR EXISTING CONDITIONS MUST BE SUBMITTED TO THE OWNER Sheet Title: , ': ,'' '`'' •'` .,...*:./.....: ATTN: MATTHEW BRANT FLOOR PLAN AND DESIGNER IN WRITING PRIOR TO THE BID SUBMISSION AND 21.ALL CONTRACTORS AND SUB-CONTRACTORS SHALL HAVE A BOH FLOOR FINISH 0 . WITH ADEQUATE TIME FOR RESPONSE TO ALL BIDDERS. THE VALID CITY BUSINESS LICENSE PHONE: 424 229 3646 +8'-0" CEILING OF FLAT OWNER'S REPRESENTATIVE WILL RESPOND TO QUESTIONS, INFERIOR GRAPHICS-FOR GENERAL NOTES, CEILINGS HEIGHT RCP SUBMITTED IN A TIMELY MANNER,WITH WRITTEN 22.COMPLETE PLANS AND SPECIFICATIONS FOR ALL FIRE ATTN: DAVID MALAYIL CLARIFICATIONS FORWARDED TO ALL. EXTINGUISHING SYSTEMS,INCLUDING AUTOMATIC SPRINKLER PHONE:424 229 3503 ABBREVIATIONS AND STANDPIPE SYSTEMS AND OTHER SPECIAL FIRE INTERIOR CODE SIGNAGE • • ID. INDICATION OF SLOPE 9.THE EXISTING DIMENSIONS AND CONDITIONS SHOWN ON TTHESE EXTINGUISHING SYSTEMS AND RELATED APPURTENANCES SHALL INDEX & SITE MAP DRAWINGS ARE ASSUMED TO BE ACCURATE BASED ON BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL PRIOR 0 PROVIDE WI PULL WIRE AVAILABLE INFORMATION. THE CONTRACTOR SHALL.PRIOR TO TO INSTALLATION.IFC 901.2 SECURITY DEVICE ROUGH IN • Q PARTITION TYPE: SEE 111A9.1 THE START OF CONSTRUCTION.VERIFY ALL EXISIING CONDITIONS, PROVIDE A COMPLETE FIELD LAYOUT ON THE JOB 23. COMPLETE PLANS AND SPECIFICATIONS FOR FIRE ALARM SECURITY DEVICES CONTRACTOR TO COORDINATE Sheet Na SITE,AND NOTIFY THEOWNERS REPRESENTATIVE OF ANY SYSTEMS SHALL BE SUBMITTED TO THE CITY FOR REVIEW AND DEVIATIONS OR CONFLICTS_WJTHTHSJ±DRAWINGS APPROVAL PRIOR TO INSTALLATION. IFC 907.1.1 CARD READER/MAGNETIC LOCK • • t� 24. SEE SHEET A9.3 FOR ADDITIONAL STRUCTURAL NOTES FOOD SERVICE EQUIPMENT 1 '7_4 EXTERIOR SIGNAGE • • I LEASED SPACE INCLUDES ADA COMPLIANT EMPLOYEE BATHROOM. WHAT IS NESPRESSO? vii DISTANCE FROM LEASED SPACE TO EXIT OR ENTRANCE TO THE OPEN MALL IS LESS THAN 200FT PER 2006 IBC 402.8.5 ., DESCRIPTION OF OPERATION: „-� :' / I GOR=1;j' &STIRAJA ARCHITECTS _ TO TAXI STANDAND NESPRESSO IS A COFFE RETAILER, SELLING 100% PRE-PACKAGED COFFEE CAPSULES FOR HOME PREPARATION USING NESPRESSO BRAND COFFEE : — �' I `` . TRANSPORT. MACHINES. CUSTOMERS WILL HAVE THE OPPORTUNITY AT THE STORE TO TASTE SAMPLES, BUT WILL NOT BE SERVED COFFEE TO GO, NOR WILL 729 Heinz Avenue, Suite 1 = • L I _ i THERE BE ANY FOOD PREPARATION. ALL UTENSILS, ETC. WILL BE SINGLE USE DISPOSABLE. MILK PITCHER AND OTHER PREPARATION UTENSILS WILL HBerkeley, CA 9nue, e e ■ e o o 1- BE WASHED ON SITE. 510 ! 848-0895 TO ACCESSIBLE 4 �, FAX FAX 510 / 848-0897 _,...,,,4,1 PARKING' THE IMAGES BELOW SHOW THE COFFEE MACHINES USED FOR DEMONSTRATION. THESE TYPE OF RESIDENTIAL PLUG-IN SELF-CONTAINED COFFEE _ MACHINES CAN BE FOUND IN OFFICES AS WELL. • • I . # • CM , Project . �� I__ I W [ - ' [--- ;,, - • __J srt,�+lwu srzw,ul _ ICC 4 .. 0 L'4) CNI 0 . (J) ' 1"-. _ N r :.: ., , M2 9"S 1 . • • ' • '/ 1-----. renew ti J ❑ 2 IIR�IEUe�)I SWI �1[I■'V11., I i ,, i II P t 1' . � 1 y , a i4 �: 0 °Zi CC NESPRESSO • * •i .- , k '. W Q 1 ' CO d SPACE H13 & H14 J y 4 - ., - 4 V 4 Nipr 11:7=k01.8 4. - L, V F1 I- 41�� 4 - 4 - T Q • KIP -Kt lh + -� . . . - - , . o Q COSil r4d11.11.171" QM CL CC Mei[Maki i I 7.I s - -- � .... IE 0� ., cc , , : :Ill.,,,, N 01 a. 1c7") 4 . . . . L...., . _ . ._. ,„,,,1,,,Hp _ . 1 ,.,..-_,▪ ./.„.„.„/„.;f.1rl a°Frlf ff f� :J.., �'2227 .r:,,,,..i >:i'/_'`'/'r' rpt, , cr) r - _ , . f . . f„, /'' ,,,.(,),,,77„,,,,,,,,,,,,,„ t f/1,r Ii`r '.r'✓irf,` I �� `� - - it ,, ,'///- ,'. '� ,� �f!',,/ Ft,-•••• Consultants: I _ - — r -- — / f ffi /.ff rJ •f rr' j "r J r/I' �/r,,� r,'. fr,Fr [ �� I — .0„, = �� = / f MECHANICALIPEUMBING!ELECTRICAL ,, ,.,,,,-„,/,„ f ' ' / ./ f ,.„.„.„.,/, r� r'. / ,f • r � , Henderson Engineers, Inc. — , !r ,fir 12, f d,/ �f f•d<>/i/(7 ,./.%:--/ r J; J•''/fir f %s �7 —1A " , I • , , . _ / if r ff..,- }'�fr' '. . �r'. serf• //✓fr� f - - . - Suite 300 ::::./7"../.,./..,„:0;,,,,,,//..,;;;_.%:„.(,/,;/),„:".;+• r.rr ! fr 1 r',/"r�.r .+�/.'sr rrr f,/ 'f r� 'r'''�1 8345 Lenexa Drive, f,,f� ,' / / /rf% ,/�/, ,, // off r.,. Lenexa, KS 66214 . _ jffif.� ffrfff '� � . �• 'i/,f /F >�3 _ TEL: 913.742.5000 r —/ `'Jr, /'.r r°J"{f,//"/ }r//,/,`". 7,,,::://"..../;//:///,,../.../. `/f.'rl,afFi/,��{"""fff`/f� f1'�i; `k': - - ---- - - - E - I . . , .. , -- ',/,/,,,./(/,. !firr<l '' 74/..1„f/,/,,,, 4 Jr, /./7.- .+'/r-,,/-","/ ,, > .✓r, ,'`• .'A..�. I �! f r .4 r7;/,:r./., u' ; .7/ . /ri l▪'/////.1,/,' f, 1/f/s -L --------JL-------- . — ilirSTRUCTURAL ENGINEER ,�, , �ff �.,,�r ,{��, : �: — �� k �� P1 I KPFF Consulting Engineers '• f ,;i%f.`:�'r 'T F,? � `,�' ',: �. , 1 �0 111 SW 5th Ave #2500 I,0� ;2,,,•,/,...,s .'�f.'f �rfff, -j/ "fig as1 ff 1▪/ r ``� Portland OR 97204 ._ _ • . , . , /' r rd.11 :' ,r ff %! ! f/' .' I . ,[tT II , r „`; F .�:1,-. ' '—__ -C' _ +� TEL: 503.22 7.3251 ,,,,,,,,,////-2///,',/,/,./ -.-----________,\ (//1-;'/:/://;:////://7'1::&,./772;;;/./4//:/'7,:,/,:"/)//,,,,f i/ r ,f J f� �I - ,rh j r 7 RC 1 �•� ff' `� i :�r , /�' f ,r■L108 SF ME ANTILE/``�, fr/` //``/7r! /////////” f r; : 5 _ + / l OCC. LOAD:37j 1 r 1713 r _ �I® itiiiii I, 1f1I .. -.:..,..../.y.----..�' SF BUSINESS AREA t *.....,.//:-;,•;,1/4r ' a ! N I R -9� � ""; OCC. LOAD: 81__ t �: 11 �:- ■ll "IV. ..,./:41--/;;1;.-/->7-' '//i/1":/;// . .,..e." Il i■ I ONT AT \ _ _ J ACCESSIBLE -PARKING - � � �- ' /r /..e-///e- ,.i� r f , /�� /✓/ /rirFf" rr i I f,r ff .r/f1fJrrerrff �l/ r ,,= r. F /,r . ;/;��'/ J1 / �f ;f°sff ff . � 'it'''' f / rtr/1 '1rf ' t ri '''44,,,,, .- c -7s,,- .{-- �_ � C- _ I LEAASELN ' fOf/ /I' . +,iftr "/',://..0/ `" . 44r —"d- i I MALL ENTRANCE ;f, , .<:,..-.-',;(///."--2/././/: � f ,`f : / ,n 1 -- 4 DROP-OFF AREA /; / J ;% // r /fr f ';' �� ` p �' I. • MALL SITE PLAN ' J 1 -r / f/..././...i.,744,/,://../././.• ./ Scale: 1 :650 rs1' 2;t / fr♦ ' ,; PtI , ' &_ i j - . :/>•:%,",:: ',.-:„;-;',7-',,...'//.4,,-/.//,'.--:'-'.2.,2;/j , 1..- le'j�",° ii • f /•f � � 1 I D11f •f;r_/f .rl >/,/ j,.rr r . rf, fr7r5" -d,/ -: . ' I. 6" 118" 114"/i 1/4" I I_ — — — — — �1�..;1��y'�,1 -- I — — — "=w -±o-`0.1. . — . — LOCATION OF SIGNAGE PER IBC 11 B - 703.4,2 12" DIAMETER x 114" THICK — r,'r//';`././/,/,// /:////2","//,.../. ..//`iv:, /' ':= /r>/ ' r � "{ F + .'.B F 1 1 I '-' Q NON GLARE ACRYLIC BACKER PANEL ff/f -7 :"i: �. / � II / ' i ,/ i s,/r,� 'r r/,i/ J =S t i ALL SIGNAGE TO COMPLY WITH SECTION 11 B-703 AND // f�' ;. FINISH: PAINT 2ND SURFACE f/; lam/`s/7/1"7-'>*:•/!/.//4/;-/.///:///.Z�;s �f; .. . Eli- `�' C ,� i- ---1 i IN ACCORDANCE WITH SECTION 1011 .4 O O ; . ' " 1'1_' 1 � - - - '=- EDGES: STRAIGHT ,,r,�,r',�r,„.,.....,,,>;::::;/. r 1 0 COLOR: DARK BROWN RAL 8022 ,, -' `t hA SIGNAGETOBE ',;',/,-/z./:.:-.. r`/ „ cn in m �� 0� WALL MOUNTEDLOCATED ON LATCH L ...///".•.- ,././....----. . • Liu — a SIDE OF DOOR CLEAR OF DOOR-SWING. r,. FIRE EXTINGUISHER • ,:Yr/ Y f�` I ' I 9 11325 , - RAL 8017 FOR BACKGROUND , _-_ _—.__- - - __1 0 — = GORING`� J • • _ ��' =f rO `{ JAMES A - WHITE FOR TEXT- (.0 - _ f _ 1 '• '. =j, �a1' -�� -y f//://22,.././ f'fFf, f f. '» .,.�" . I/� �""® FEC J z _ f j _1 1 Of�l G - UPPERCASE CHARACTERS O O r'r�,; rr ': F7 4 p • ^I `_ s" tn ' //V/ r/./' PANEL" PA •ELS PANELS ' :IE_ �. ADDRESS ON THE FRONT AREA SHOULD BE APPLIED • °`�`'' _ � � r 1 ; 1 t OREGON � ,/ . -r . V Ir , WITH THE PROPER ADDRESS STICKER. EXACT n�} ift , 16 • ' %' `I `� ' COORDINATED WITH FACILITIES ��Q�IIUu `' r, t . - f ►- -- ----- - ` % �';u ■I I Q I LOCATION TO BE COO , _ ' Exlr ROUTE' SIGN ` 4 I I, ` T AND HALL COMPLY WITH: I "''i _ - 1 �� MANAGER AND ARCHITECT S r r r::r r::r r - 3 INCH HEIGHT WHITE BLOCK LETTERS, ARIAL FONT, f - - :: ' n r fir. ►� I { �I (� j� Exp-: 10/31!2017 INSTALLED ON THE INSIDE LOWER RIGHT SIDE OF THE - 1 .s. STOREFRONT, 2 1/2" FROM BOTTOM OF GLAZING TO AA ,. I I. �J' Lit —cry a� No. Date Issue -� ADJACENT MALL BOTTOM OF LETTERS QTY: i ® ' '�� ` -'. 00 A CORRIDOR NON GLARE ACRYLIC PANEL ;/fesr "/ / r�7 FINISH: PAINT 2ND SURFACE SERVER EDGES: STRAIGHT ;-::3-;,,,,,,•, /.,,,f ,,J r--1,f- ' ,,1 I ��rt ° �a i`� './ ' -� NO EXTERIOR SITE WORK IN 'f i` "'' _ I SCOPE CORNERS: SQUARE � �r'��r � ::<1./71;/, r , COLOR: DARK BROWN RAL 1'-0" 1 . /� O f / r, �� / T I19 Irt} a 8017 QTY: 1 MANA . •'S OFFICE' I' f2'MIN. i �/ ® GC TO CONFIRM SLOPE CONDITION GRADE II BEAD BRAILLE 10 318" x 114" THICK EQUILATERAL SUBSURFACE APPLIED f r A , , .f �r OF (E) CONCRETE SLAB. COLOR: CLEAR TRIANGLE VINYL ICON ' 'i;2/ / SIG 1 -- /� �' TY: 1 NON GLARE ACRYLIC PANEL COLOR: DARK BROWN /• l ��• /,//f,',' 1 J r i I ,I issue Nate: Q SURFACE RAL 8022 `f /• � r^ ►* / i I __I GC TO INSTALL 51$ GYP BOARD& FINISH: PAEDGI INT 2ND STRAIGHT -,/,/7/./."� ././,./7'..""f 7/ / . `..`" f' 1 _V„ ' 4'-5718 .I WALLS TOACINSULATION OHI VE (E) -HR FIRE IING BID PERMIT SET S r :/,� , f ,r / /.;; : 12"DIA. EMPLOYEE -`. i� 4 i RATING WHERE REQUIRED ' i y 1/32" THICK ��I COLOR: WHITE RAL 9010 �� f ` .�Kiifr!/ ' ♦ q `MANAGERS n I�{� !nl f��fE�� . i f �f/ fit/f RESTROOM SIGNAL , . , APPLIED ROWMARK ADA TEXT R�`�G�lfl 4�J(i�1l�J [R] {� / _ x f �;.�f . / 7•. �� rs - OCCUPANT LOAD=45 i ONT: ZURICH CN BT (track �� _ r ,f .f ;, l 1 �1 � I 04/24/2017 �/ , 9" +55 for RIC spacing) 1 ofiehlooriht //r i e",./..';`,..72-/-",70/277/ ' REFER TO SHEET A02 FOR LOAD f� f , . j' ,.I CALCULATIONS Project ID: Portland '� _ -\ OR: WHITE RAL 9010 r t ,`,//.2.7.,./r7;/1. 5 I'1 I . . / fyAf.'`f/:f f-1. "f% �,� `■ •i -a i y- -- II Drawn By: WH / I = `x°l,r,"/` /{/%///fJ/',,t flf/ ® i,- • I — --�` I Review By: JG . - /�/� f /, F�r •'�f ' r /rf r f ;. / I `; 1 1 I t 11 °J ' // QTY: 1 QTY: 0 /-/ ////f_ .'I,,./..../ �� 1 I s - % I IT I X :/ g" 118" f } /r, /r/....,, /,%Oi ' _ 3 1 41 . I RACK 1 Plot Date; 04/24/2017 ♦` _ 'r `f `p �'Y ':r:/,/ /off r/0,7/71//1', _ 4 i �g£ . DOOR MOUNTED I - �/f / i" •• , ( f r -�EMPCQYEE --t 1 , Sheet Tide: - R it___JANFORS 5" 111 ' .//,,I;;,-,..4;,/ � . ffr • t _ S :iN♦ _ o � � ml / f'`��.r�� .� ��f, - - � ;.' ��3 RESTROOM•SIGN ' _ - f Ig. , f • � , � _ 1 to SITE PLAN, \` EMT' 4/..„..,...222/..-, rlrf _ _ _ I. ■ cll� �{ ,f, ;� /; �� % ' [;/, /:' J ACCESSIBILITY, GRADING r - L E CLOSET _ > I' 47,/,....,,,,/,/,/,-,4,,<V,-.. ,' '? :.:;,....„,;,s..,-,-.-,-„,—/-,:.,.. . F ,r y a Fr�`` ♦ - - ROUTE `/.` f...-.././...„/,---/-„,,,,,,--F.7:-.„-:„:„,-/-/ ,r/,. F1 . ,„,• t ,. ./r !' .., �^`,, f,/1. !f. '.r p ..„ „ I�r. f,.' r:r /„/f ., P�/.1 rdr a- ,/l /....---,2, - _ 1 � / /r , sr,"/./.—' r ,r_ r, i- - f -Ir''.- i't,s.f- e f`.r. s'a' , ,1. .f.. : J e'r � ; . /f ' '}, }f{1 ,JANITt }'��iyl r �. r, i ,. tJr/�, & INTERIOR SIGNAGE ♦♦ >�� ',.-.,7-:-/./2'../474,--,-2,./>../74./. .. ' f f/, f- ' , : Y ; � �• // >/f-,: t /. jf `r� /7^/ I, SIGN /'/ ////,/,',...-,-- , > / /'• - fff ,. ff ♦♦ _ rf: f//'////'',/,',//f.,:,71.2:///.'1...,i-./ f/ fir' _ • .. 9!':`. '.%/' r '. /� f',/,7:////////21///0//•••;;/.:///./{/ i3(r !e'ij r,//,'//22;<•...2..: 'ffl ` / r' r r/f ° Jr r. ':! f f/f' N. ( f�e, / /f 1 :•2,. //l f> 'rr,/:7•:,/,K,///1.//2•22',• !/� .1`/. /•.-• � /f'2•7•2' r .. /, ••..(/f/ Sheet Mo.: - ♦v ,I - , - - _ r" i f l.d l. r f s'.i/'f,','/.rfX: II QTY: 1 QTY: 2 N 0 TACTILE INTERIOR CODE SIGNAGE -- GRADING AND ACCESSIBLITY PLAN AlQ Scale: 1:3 ��) Scale: 1/4" = 1'-0" - 1 DEMOLITION NATES �E WALL TYPE O • WALL TYPE <> .. / 111.. / •. b. t 1. REMOVE ALL EXISTING MIRROR, WALLCOVERING, MOULDINGS, AND FABRIC AND ANY CORRESPONDING STRUCTURE THAT DOES NOT APPLY TO NEW DESIGN. -- ! f Demising Wall- 1-HR Fire Rated T,, li - Paint Finish per Specification `4'.,,� -. 2. REMOVE EXISTING STOREFRONT INCLUDING SIGNAGE UP TO LANDLORD BULKHEAD. - �" 518" Gypsum Board, Level 4 00.',• 10&STRIJA ARCHITECTS r__::_zz- By GC: = � R_i •,-V---. - 3 5i8" Metal Stud Framing per SX_X � / 3. REMOVE ALL EXISTING DOORS UNLESS OTHERWISE NOTED- ! _=- - Paint Finishper Specification = e I __ pec i 1 - 518: Gypsum Board, Level 4 4. REMOVE ALL REMAINING DISPLAY CASES AND COUNTERTOPS. t ......s.:.:„.-:;;-- -`� -5/8" Type-X Fire Rated Gypsum Board It / - Paint Finish per Specification ; 5. REMOVE ALL EXISTING FLOOR FINISHES AND ADHESIVE . PATCH PREPARE,AND CLEAN FLOOR TO ACCEPT NEW FLOOR FINISH. �' Acoustic Insulation per Specification _ 729 Heinz Avenue, Suite 1 6. PATCH AND PREPARE ALL EXISTING GYP BOARD DEMISING WALLS FOR NEW FINISH BY GC_ �'{ - _ � 'I � ,! WALL TYPE Berkeley, CA 94710 :_,/1By Landlord: ' 1 7. REMOVE ALL EXISTING INTERIOR PARTITIONS UNLESS OTHERWISE NOTED- PREPARE SURFACES TO RECEIVE NEW FINISHES. -6" Metal Stud Framing 510 848-0895 8. REMOVE ALL EXISTING DUCTWORK AND MAIN TRUNK UNLESS OTHERWISE NOTED- -5/8" Type-X Rated Gypsum Board . .• as• as Furring to(E) Bathroom Wall: FAX 510 / 848-0897 - 6" Metal Stud Framing per SX.X 9. REMOVE ALL EXISTING ELECTRICAL PANELS& SYSTEM UNLESS OTHERWISE NOTED. •I - 5/8" Gypsum Board, Level 4 11. WHERE ELECTRICAL WORK IS NOT BEING REUSED, REMOVE ALL EXISTING DEVICES,WIRING/CONDUITS ALL THE WAY TO THE SOURCE. _ - Paint Finish per Specification 12_ REPAIR ALL ADJACENT SURFACES, INCLUDING NEUTRAL PIERS AND MALL SOFFIT, WHICH MAY BECOME DAMAGED DURING DEMOLITION. '�` fl e�� Project: .. 13_ BARRICADE SHALL BE CONSTRUCTED BY MALL DESIGNATED CONTRACTOR AT TENANTS EXPENSE. 14. BARRICADE MUST BE KEPT IN GOOD REPAIR. REPAIR/REPLACE BASE, GRAPHICS ETC AS NEEDED. - •-•• Llg 15. BARRICADE DOOR TO BE KEPT CLOSED DURING CONSTRUCTION. CC 16. SAFETY INFORMATION SHEETS AND SAFETY GEAR FOR VISITOR TO BE EASILY ACCESSIBLE. 1 WALL TYPE O _ I. WALL TYPE O CO ID 17. ALL REMOVED MATERIAL AND ALL DEBRIS BECOMES THE PROPERTY OF THE CONTRACTOR WHO SHALL REMOVE IT FROM THE SITE. OrIN T __,S.`---- i _= By Owner: - FRP Panel per Specification above Flash Coving rr�� N 18. DO NOT ALLOW MATERIALS AND DEBRIS GENERATED BY DEMOLITION ACTIVITITES TO ACCUMULATE- REMOVE DAILY AND DISPOSE OF IN A LEGAL MANNER. _-_ - i -Sales Area Wall Finish Waterproofing per Specification V LO CV 19. ANY EXISTING EQUIPMENT OR COMPONENT IN OR PERTAINING TO THE PREMISE THAT IS BEING ABANDONED MUST BE DEMOLISHED COMPLETELY AND PROPERLY REMOVED FROM PREMISES. ;75.4". ° • --:$-- 1''::' fii - 5/8" USG Durock Brand Cement Board U) n 20. ALL ABOVE GROUND UTILITY LINES NOT TO BE RE-USED MUST BE REMOVED TO POINT OF ORIGIN. ALL UNDER SLAB UTILITY LINES TO BE CUT, CAPPED AND SEALED PER CODE- ':1 i i By GC 1 _{ 3 518" Metal Stud Framing per SX.X 21. GC TO VERIFY WITH MALL ONSITE REP ALL DEMO OF MECH, ELEC, AND PLUMBING THAT MAY BE REQUIRED BY THE MALL, BUT ARE NOT SHOWN IN THESE DRAWINGS. i - 3 518 Metal Stud Framing per SX.X i �- 518. USG Durock Brand Cement Board Z 1 1 Acoustic Insulation per Specification = -.I -Waterproofing per Specification ❑ 22. REMOVE ALL CEILINGS COMPLETE W/ALL LIGHT FIXTURES (INCLUDING WIRING AND CONDUITS ALL THE WAY TO SOURCE)- _ :0000511 -518" Gypsum Board, Level 4 `°, .. - FRP Panel per Specification above Flash Coving W 64 I- 0 -Paint Finish per Specification 1 r Cg J 0 r- ,� • ; y WALL TYPE <> im 2 1 ❑ 11 I WALL TYPE C 11/ - a _ _ O CC z FRP Panel per Specification above Flash Coving• 0Lu ��.r�� By GC: _ '~ - Waterproofing per Specification Q - 3 5/8" Metal Stud Framing per SX.X - 5/8" USG Durock Brand Cement Board W Q. Q Q 1_, , :: I: ,,,.: -Acoustic Insulation per Specification - 3 5/8" Metal Stud Framing per SX.X2 5/8" Durock Brand Cement Board . 5/8" Gypsum Board, Level 4 �} � CC Waterproofing per Specification • - Paint Finish per Specification above Flash Coving 0 -FRP Panel per Specification above Flash Coving `i DEMOLISH {E) STOREFRONT ,,,,,,...//..,rr r .r rr '., r/ rrr/rf, ,,,..,:777....//•• r .. 4110 INCLUDING SIGNAGE UP TOLO ' //rrssl1.+° f :r�/f`fr':,�r , f - -.. /.///f! "., .!! ' . -/,' l //,/://,...//22/77/./.:s - I LANI]LORD BULKHEAD /.//f'/.`/-, r rr / //' ,,,,://, r // /` !// f /' //:/,, ./+'/ ! . ' . ra 1E) BATHROOM TO BE DEMOLISHED ../;;;,2::).,//,1/27500 te ./7-;:///./.. .074'_ 77,/, '.7,/././.2,://,'>.//'.'///,'"; .4 / '/.,' , / /f/ -, / /i.77--72..-_,/7.:4://7 /0/5;;-7,/,/, -/,-,/ z `c r-- err.. ' f ! .7/.7 _,/,'/,'-/.,747;2::::://'://r7/.://-/././,;-;,/'/ fr i/fid ,: �r�- e� • .i r�'� L ��r�rr��. 9 r F•/ „../,././ // f',7.. , ,,/, ///,„..,„/.;:i.,.::::',01, +� y� /,,/r r.. ` 1.-. Consultants: .1 -r /l rer•' It .rrrf { 7/le /f / /✓l +1 '.?h i I " �� c c f ° d` MECHANIGALIPLUMBINGIELECTRICAL f ''a/,r/ /r//f 1 /i/ f/ �f - ///,./ '` ",f' fi�`l/ff 1I i 1 1 �C' � ``/ 7././/., f � ,✓,f //,// `-' :•-=' DEMOLISH ENTIRE PRIOR TENANT ,:// • -!r //7./,/,,,,/,-. r i%fff - ,4{ / ', /'-' ,, r .3'. ` F / ,' ''`'` ii " BUILD-OUT TOE DEMISING WALLS Ii Henderson Engineers, Inc. A. :/� r�///F�� '////22(,/,-//////////7,j/. , // � f .//`�,/;: !',_ c4 8345 Lenexa Drive, Suite 300 - / / .";1>./ //../... � / ,, ;r, INCL. ALL FINISHES, FURNITURE, ETC - , Q, Lenexa, KS 66214 - 1,`ffrr ''f ' � ff-. . ' i_ `i UNLESS NOTED OTHERWISE ti TEL 913. 742.5000 sr f/ /7/7:7;/.77„.,,,./.„-_„ ..„,//7„...r ,tr. / t ; r J f. I1 :4 ` . d r ter.: % ,.., r /1.://./;17//21/1.7-/ f / `"..1 /1 , ./../1,1//////14/_/;.1..1/471 �7'r /,'. _ , _I� STRUCTURAL ENGINEER / .,,,�'/ ' 1' .. . / '///// .`' /` // I (E) COLUMN KPFF Consulting Engineers fJfl /1r1+/>< 1 • f% �'!r/ ✓ e 111 SW 5th Ave #2500 �' r / / / 5 5 518" ,r / -// 7 �/ f/4',52,,,://: . '; Portland, OR 97204 /.'„,,,,,,,2-'' ' „./7/7,,,,,,:,</�fi'.- .'// '. ;r / ,.,.,...//"., . TEL 503.227.3251 .`' „..',.r/{rf rr ° / !f` r tI e* �' r �/r ,I I �. yF f. ♦ I- :i1,4..-•=- ' U /%.fr`/,/.rfr/./.22''',.//?-4;-/-r ; � {->/ 'ff ' r. r , , frA7f///fr/}r la /'//- f.fl-;/ //,5-2,.---.----../7://,--> l • , F/ r.�P{ i', jd✓;. ! r// rJ . 1 ref.,_a'/ NI r,j/ .J.. ,,,,,,W/7-7 /l/� �fr /,',.; ;;::;;:::,. . /,�'.`//�///1/".;'`,/-// r// f1,-; //-7, / r.)///./ .„...,7777 /f //,,„,7, rf.// / DEMOLISH ILL {Ey WALLS r,rf r// /, .'7./71/;-;'. '';71:'/ INCL. DOORS ,r0'/ r/'•! ..:// 1/.//.;,,,//'/,<;/7 . //f/`./. /j///`// �// //i / /. r f.-'' . ..://77,7/,,,,,,7,7.7.,-77./../.• f/'i/7 moi./7/ :fj77_, t„, ' .// „7`.; ,! -7/7/77.4 ./•:/X••t � / // ,f,!.44.Y7/".:>:////7 fr f.r /,,' .I' , /f/-1/1',/' i.1`f.r''/ 7/7/'�f f / 1 .777/7///se J /// ,/!`r' j r`./'�r, /r,//,�',f r r ,r/,f/ / q ".2;;/:.:"/ ' !f/fff, //V'/ / !`- :',://,',0 ::-':' I I • cV // .. ,/ .- , ,, ADJACENT TENANT i ///f/r ;/f/,//1 .. ,;.,,. 1 ADJACENT MALL // / ' '/r,�-'/,. ' ', 1-±1/.... .... ..//".,„',:/,4;,,.././,-/;‘,./ CORRIDOR ;r://Wf...,3,;:-/;?.-'4, -``.:/,,,;,-.:::-/-., ,,•;,..`;',":„.--..",./-,-;1 /ir r-'51 ,,/,,/r . r�/`vz. ,`,_/ /'.': I I � 11325 /:,. .ef:%:/`' 5'-0" 5'-2 1/4" � 34'-7 5/8" i/.; ` ` .`,//. r I r. JAMES A. ''�'''`/7 , 7.,- GORING ri r, / / frr/ / I • •'c !C:7L App_ --------- -r - - --.- - - - - - - - - _ r OREGON N }, tI , ",-.'-/-5//;',7„,;:<,f/./.;-",/,:.0s --,,,',7,:-:- ',,--;,,,//),/,. // i /�d , l ..f,..„, ., , '/frf,I/?' < /(� ,./..f I F K :./' ':2,f r /r/ffl /'f ` .F '/f! r.';'/"., 7;:/ ' r , / / /P" .re1--/ :."f// I i Exp__ 14/31/ 2D 1 7 r /f,. '// //> ` r/: /'r.'/ :/ / , I -./..' . /{ - y- . / J / ', ./ //.. f No. Date Issue fir, /,,•://, ').'"/,l 49,// F/ /✓ I DEMOLISH E INTERIOR :..,:',..':-// / ,/ /fl / ,./2/,`.,,:i.,/r • 1 f f /, rl /rlrf CEILING ENTIRELY / I t� , . � f1 •. . / //'{// , f 4/ /,-- `J I I jf ! r �/ N r / ' f// • / f/ /r/! /J/✓ �f ww`ww 07 I I . r ,!/' /,,/:11P;/ 'f. 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'fF/ .,/./,, ,...--,-,-/,.„/,./ r f't/7/ // , /• ./ r/...,//7/,.`.r.... } /,' ,x�//: //,///` fry//71/"/://4`"/"//"/' � //`51-'r, " ... -1//:'./;//,-///,'/_,/,//////,r //. ../1/+//://e/;/.,,/,'. '2' / /1 / /, CONSTRUCTION. ,/ ./.:: / r J/f/l ',<",. /. f- ✓fr//1, r r. `1' /f)/":21/!r'/ i:/ /r / - /-,-< f I . .-7///.„--/-/2.,/,/ //..._-,-' /"-1. fi/ ////'/,F �j/ `rr -r � r/r. f�/'• /f,`r, �.//,:-;/://////i/.1)./.' 1ri.l= dff/r•,f`/i'. �/�/r/i"/.`!,' , _ rr i/ .'./.'/2,-`,.,--2.///://,-///i,/f/Fi,/,'",-/. i/`.�rtr�flf/,•` l.//. I Sheet No.: �---N\ DEMOLITION PLAN �� _A laO 2J Scale: 1/4" = 1'-0" ��__ I I NOTES NOTES 1. BARRICADES CANNOT BE REMOVED UNTIL LANDLORD'S TENANT COORDINATOR HAS PROVIDED WRITTEN APPROVAL THAT STOREFRONT MODIFICATION WORK IS COMPLETE AND THE WORK IS ACCEPTED AND APPROVED AND ' ''. 1. A RECESSED CLEAR ACRYLIC EDGE LIT EXIT SIGN SHALL BE INSTALLED AT THE STOREFRONT ENTRY. THE TENANT IS PREPARED TO OPEN FOR BUSINESS. ,,may ./'* a EXIT SIGNS SHALL BE INTERNALLY ILLUMINATED AT ALL TIMES AND SHALL BE CONNECTED TO AN EMERGENCY POWER SYSTEM (BATTERIES, UNIT EQUIPMENT OR AN ON-SITE GENERATOR) THAT WILL 2. ANY SECURITY FOR OTHER EQUIPMENT LOCATED IN THE MAIN ENTRY AREA MUST BE INSTALLED IN A MANNER THAT IS CONCEALED FROM PUBLIC VIEW. ALL SECURITY DEVICES AND SYSTEMS SHALL BE INTEGRATED WITHIN THE O, AUTOMATICALLY ILLUMINATE THE EXIT SIGNS FOR A DURATION OF NOT LESS THAN 90 MINUTES- STOREFRONT DESIGN AND FINISHES. FREESTANDING SENSOR PEDESTALS ARE PROHIBITED. G U fli G&SIR JA ARCHITECTS 3. THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, SHALL BE ILLUMINATED TO A LEVEL OF NOT LESS THAN ONE FOOT-CANDLE AT THE WALKING SURFACE AT ALL TIMES THE BUILDING SPACE 3. WATERPROOF MEMBRANE TO BE PROVIDED UNDER FLOORING AT EMPLOYEE BATHROOM 106,JANITOR CLOSET 107 AND PANTRY 103. REFER TO DETAIL A9.2/11 SERVED BY THE MEANS OF EGRESS IS OCCUPIED. 4. FINISH ROSEWOOD VENEER BY OTHERS TO BE 7'-10 112" HIGH, 5. ALL ITEMS TO BE PROVIDED BY GC, UNLESS CALLED OUT AS 'EXISTING'OR'BY OTHERS'. ALL FURNITURE AT FOH BY OTHERS 6. LOCATIONS AND CLASSIFICATIONS OF EXTINGUISHERS SHALL BE IN ACCORDANCE WITH IFC 906. SYMBOLS LIGHTING SCHEDULE (FOR LIGHTING PRODUCT CUTSHEETS REFER TO A7.1) 7 ODURING THER SPECIAL HAZARDS AT LEAST ARE PRESOENTEPEnR FCISECTRI SHALL 3315.1 PROVIDED IN ALL STORAGE AND CONSTRUCTION SHEDS, IN LOCATIONS WHERE FLAMMABLE OR COMBUSTIBLE LIQUIDS ARE STORED OR USED, AND WHERE 729 Heinz Avenue, Suite 1 8. EXITS,EXIT SIGNS, FIRE ALARM PANELS, HOSE CABINETS, FIRE EXTINGUISHER LOCATIONS, AND STANDPIPE CONNECTIONS SHALL NOT BE CONCEALED BY CURTAINS, MIRRORS,OR OTHER DECORATIVE MATERIAL. Berkeley, CA 94710 ITEM DESCRIPTION UL CERTIFIED 9. OPEN FLAMES, FIRE,AND BURNING ON ALL PREMISES IS PROHIBITED EXCEPT AS SPECIFICALLY PERMITTED. 510 / $48-0895 kt SPRINKLER HEAD LO1 SP LIGHT SNIPER ADJUSTABLE ROUND LED 10W, 3000K, 900LM, CRI 80, SPOT, WHITE YES 10. THE EGRESS PATH SHALL REMAIN FREE AND CLEAR OF ALL OBSTRUCTIONS AT ALL TIMES. NO STORAGE IS PERMITTED IN ANY EGRESS PATHS. FAX 551 O / 848-0897 11. FLUSH CONTROLS SHALL BE LOCATED 44 INCHES MAXIMUM ABOVE THE FLOOR ON THE OPEN SIDE OF THE WHEELCHAIR ACCESSIBLE WATER CLOSET. SECTION 11B-604.6 144 CONCEALED SPRINKLER HEAD L01 FL LIGHT SNIPER ADJUSTABLE ROUND LED 10W, 3000K, 900LM, CRI 80, FLOOD, WHITE YES 12. EXACT LOCATION OF FLOOR MOUNTED ELECTRICAL OUTLETS PER TRACING BY THE SHOPFDTERS 0 RECESSED DOWNLIGHT I L02 LIGHT SNIPER ADJUSTABLE ROUND LED 1 OW, 3000K, CRI 80, FLOOD, BLACK YES EQUIPMENT SCHEDULE (FOR PRODUCT CUTSHEETS REFER T A7.2) Project: , RECESSED HOUSING BOX L15 NEST FIXTURE, DECORATIVE SUSPENDED LED LIGHT FIXTURE YES ITEM QTY. DESCRIPTION """ MANUFACTURER MODEL SELF-CONTAINED BY SEE ALSO (] ❑ I L23 SPOT MODULE LED 1 OW, 3000K, 880LM, BLACK YES 2 EA. SINGLE DOOR COMPACT UNDER COUNTER SELF CONTAINING REFRIGERATOR, LEFT HINGED BEVERAGE-AIR UCR2O YES GC A2.0 CC TROFFER, 2'x 2' L27 SPOT MODULE LED 16W, 3000K, 1750LM, WHITE YES 1 EA. UNDERCQUNTER CHEMICAL ANFIZINL DISHWASHER MA L-1 YES G SUPPLY DIFFUSER 1 EA. STAINLESS STEEL 3-COMPARTMENT SINK ADVANCE TABCO 94� -1 1 D NQ A7.9, P9.0 W f F33L SUSPENDED LAMPSHADE, SINGLE FACE LIT PANEL YES 1 EA. 30 GALLON WATER HEATER WATER OPERATING TEMP SET TO 140F INCL. EXPANSION TANK A.O. SMITH DEL-30 NO 2 A2.0, P0.0, P2.1 CC RETURN DIFFUSER FOR OTHER LIGHTING EQUIPMENT SPECIFICATIONS,REFER TO E2,1 1 EA. WALL MQQUNTED HAND SINK W((5QAP AND PAPER TOWEL DIj�PENSEI� AND SIDEGUARDS ADVANCE TABCO 7-PS-89 X EXHAUST FAN 1 EA. JANITORS SINK, 24" X 24" X 121 HIGH TERRAZZO BASIN W/ INTEGRAL STAINLESS STEEL DRAIN BODY STERN-WILLIAMS SB -1400 C P0.0 CO 1 EA. IT RACK NET SHELTER AR203A/AR204A LINER N r � 1 1/2" LINEAR SLOT DIFFUSER, (3)AT FOH 1 EA.1 EA. '4VAIER LL MQMUNOTEDELAVATOR�'ADA COMWITH �LIANTIANT LOCK, ON 6" LEGS WITH BASE COVER PLATES ��AN STANDARD LUCERNTS E 0�56.421 � PUARD PQQEC O � � cNi� (g1")) SPEAKER, (3) AT FOH 1 EA. WALL MOUNTED ELECTRICAL AIR DRYER IN AB14 GRAY DYSON AIRBLADE DB GC PO.0 ( ^ Q Z 0) E EMERGENCY LIGHT, (3) AT FOH 1 EA. FLOOR MOUNTED TANK TYPE ADA COMPLIANT ELONGATED TOILET WITH COMMERCIAL GAP SEAT AMERICAN STANDARD 21 5AA 104 GC P0.0 �/ ! Z Z ® EXIT SIGN (1)AT FOH, (1) AT BOH 1 EA. 32" DIGITAL SCREEN SAMSUNG HG55NE478BFXZA GC E1 .2 Q cgi CC O PEOPLE COUNTER (1)AT FOH SYMBOLS N Ce W J ~ M O MOTION SENSOR (1) AT FOH, (1)AT BOH O DRAINAGE BASIN AT FOH, (1) 0 KRONOS (t CENTER LINE W Q E INTERIOR ELIs 'ATIONS REFERENCE a /I" Z T z 0 CAMERA, (3)AT FOH, (2) AT BOH ® ELECTRICAL CONNECTION AT FLOOR, (8) L VOLUME CONTROL STORAGE ROOM NAME N I LU ,rA WIRELESS ACCESS POINT, (2) AT FOH CA CARD ACCESS, (2) (MANAGER'S OFFICE 8 i ' DASHED LINES AROUND DOORS TO IT CLOSET I i REPRESENT MANEUVERING CLEARANCE 10$ ROOM NUMBER r f.� Q 0 .ct —I it CENTER LINE ) REQUIRED PER IBC 11B-404.2.4 2 M / --/t; �r / .04 / f f♦♦ ///./ l�j rr�/ .. ... r ' BURGLAR ALARM AT ENTRY DOOR F i PORTABLE FIRE EXTINGUISHER PER IFC f/f //f /r / / ♦, ' ADJACENT MALL 906.1 IN WALL MOUNTED FIRE CABINET 0_ / r /� `//f/ ///..; ./r'=� '/ CORRIDOR � 1 f1 rFf.lt f �{{r/� f '.r jam. •{♦r 1f Jf,rsrr�l.. .r1 /. r ,f>rr '!r"Al�l:r.s�. r ,/ � _ >�f � f ferry' ♦ f./` ff ff ` f:•�r' �Y. 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SCHEDULE / i / i / f r /- { f /'r j / r r / 07,;202/::///74 , r' / rrf` .j- { i/" i .dr' f fi // r frfd.'r1r/'./ ♦ /f. /.rfff / f` f r it .1'/ff .,s I'i` r r f f�/ r / I ,rf r 1r r /r fJ/f/f rf 'l r� /f:/f'. r` ": f{./ ' r . rl.. / .r / 'j i'r/1/ ' /r: f r+.., -1, r J ! s'f rI°` '' /,+'fr^` fr : • '•'f rd " ` �f: J t. fr 1y �r 1. .rrf s° 1/ r 1. f ,. /f!�. / ,r';. _ r.:, r `. 'r'. 1f. r rr'�f, r , r1` f r /'/ ff r/ f f fi frr 'r •r` //J / {/ /{f. ,r 'lf f f 4'; f/,-/' ,'ff fi'/ / ..,./72/0,-'27,;//' /= f /✓! .+'.rr ! /J .r` �/`fl'. �l.rr'f /' rf'fr > ,. f ,! / /`/ f ,F/ .f / t ✓ff�, f r ,f� ,f�f / f r ,./ r {,/`f.. Jr' j'r fr`' / ! ff 'J�f f .!' t'Jr✓ - f Ir// ./°/ f /./..,4,,,,,,,,,,' f' r�':`£� / f / f✓ ! /Frs` //, /./e///,'. flJ...:,..//..,,.r l ' 1� fff f✓`!f ' / l rr ,./././, / rr ,/ r f jff , f / / ; . ,, / , f{� 02 7 ffr ' ,� r. CONSTRUCTION r6'../;,''',/,;;;/,<(;/:44/7/ r / fsf. ✓ {f/• r/f. frr 1 f rf,r „'.• CEILING HEIGHT'DiMENSIONS+ / ♦ d/f r. / /., r f ' / f , • r/ _ f /,r. r r / '/. - 2- .✓� /.r ..'f flr,// . /5 ♦ / /' „f✓ ! /fr' /+/ ,� r., •. rr 1f frr:: SHELVIN 3 DRAWER. RECESSED TOILET ELEC. WATER HEATER W! BACKLIT VISUAL EAGHTBOX, TAKEN FROM CONC. SLAB //i / ' f/f/,,. .7 /f�f/ `�f /,, ,,,-/i/7.,-- / f --/',fr ./-, r'./-,//2i '”, �'ff, ,f`rf� f!`ff�v7,/"f•/,• , / r `r f'.,.'dP .' ../././ r f/rfrr=r � /' //,,f/.f/ '. l /-/..:;/- 7 -rr -. #/ :/ !.".r�f r✓ f/ f r2f ✓;rff,:/•/�,/./r/ / /:,,/,:-&/,,,-,/,/,,-;,,' ABC?�IE ©ESK: PEC?ESTAI� a .. . TISSUE DISPENSER E�CPANSIDN TANK, REFER BYQTHEFtS FLOOR PLAN & RCP rr/'`/♦rffrp{,-,/,// ./ , „4,.,-,/,, . 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PLANDETAIL . -/ :rrr-,-,/,/,,,'/ri REFER TO ELECTRICAL LIGHTING /f ,..-4,/,,,/,47/ 1.fr/./J f {. ” r //...,„;:‘,././////./:,.. ♦ / r r '.,71/../://././2://"./././././.. /././//7////,://-' , ,-./14-V,:-///://: cu S FOR S f r" �r f ./.7-2//':,...12/4/./2/22/1,7,//.::::-Z"/„, rA` Fr / r / !r''rr /f rl✓ t _/ 1f`1 d ! �/' f'" !' frF//• ` 1+ ///,,„: ///,."."--',-:////,/fl ✓ r/. .F /'f• r } f /•r". 'd d".22.2/./e- . / r/ s r: • / r / / f' , < i , /rH �� i' /f f {r' r f. PLAN E1.1 FOR MORE INFORMATION / f f ,/ �., /. r r /f' ff . /� f r. s :/ / rqtr •f. .r/f'r'. t dr ''.r s-!f / 'r' f �." .rZ .r'/////.////2/-,,/,'",rrrf/" r r f'.ry /.>/. ,/�'///7/./f, �.+//lJ //a// .i, ff// - . :"r', .://"...././///r/././>./../::. >r. _ r, r, '/ r . . : - .`f, fr. . . r",r.. Sheet NOS - rdl . f'}/ f . ..41:-/,.V.,/ ' ri.r r �. ff r r.,. . ./. 0",• .�'t F./,+Af •/f f i rr,f l'1`r,r //. f'../e'! r.i/.✓'r, /�+'.+`,r. - i i/�/i•rrr s�r r r/I r r r,�`,'..//'/././ /./,.//./// ��: . 1 REFLECTED CEILING PLAN *:, CONSTRUCTION FLOOR PLANt t)1 . 2 Scale: 1/4" = 1'-O" 1 Scale: 114" = 1'-O" CELING MOUNTE FEC ADJUSTABLE SHELVES VOLUME CONTROL, p p p p Q 99 W W 1 0mm SHADOW W W O'e' eel GELIT EXIT SIGNAGE Q Q 3 2 1 GAP 2 1 '.�'.41,- -� [-SURFACE MOUNTED � DOOR CLOSER _ 1 TI G �'P&STRJJA ARCHITECTS i • �� GRANDS CRUS • • ),-0/ • • .YY, 729 Heinz Avenue, Suite 1 i - 94710 — Berkeley, CA T. I. `�- I 510 1848-0895 ' T �-- --1��-- — FAX 510 1848-0897 .\ L2.-17/8";), 1'43" I X1,8„ i� / /// I ..",__ k 1 i If — I, i ;' .� �l� iii0� C] �0O II =D AG 01.01 U��-G `L1J C Project: LIG�+"T. ELEC. ELEC. f ♦ /� i �‘ PANEL PANED PANELS j f ?) !� I I i- - •- ` s N ,1'-8" 1'-5' E .- 1'-8" _ ,\, i l - i' `. l , _ ,-------- 4 , 1_ ,______, I , le' • _ ■1 7Q _ lip , / .... �� .I....,.. "� a 111j • _ CC - ■■ 0//- D6 ,1 , D4 D2 N a � N „ POWER AND DATA IN SURFACE 4" SHEET VINYL 0 Cf) h FLOOR SINK, REFER 3-COMP SINK W/ (2l 18 DRAINBOARDS, WALL CORNER TO PLUMBING PLANS DRAIN TO BE INDIRECT INTO FLOOR SINK W/ GUARD, TYP. MOUNTED CONDUIT PER ELECTRIC BASE, TYP. ° 2 I a7 1 - AIR GAP MIN. REFER TO PLUMBING PLANS PLANS V1 p C oC W J 1- MO PANTRY 103 OFFICE 105 SALES AREA 101 - WEST ce -.I Z CD = Scale: 1 J4" = 1 '-0" CI Scale: 1/4" = 1 '-0" �� Scale: 1/4" = 1 '-0" CC = W Q 0u U < W d 1_. HAND SINK W/ BUILT-INe7 (3/5 CC p W 9 SOAP AND PAPER TOWEL 9 W W BACKLIT VISUAL LIGHTBOX 2 1 0 Q 4 DISPENSERlir CL r f" lExrri (f) \ I • \\ \\ \\ \\ In \ / co r 1 / pp STI G AREA LO 1,4, ■■■■ H I I ! I I I I r / i IR 3 ,.:a __.. .-__-. `.. _- Y w \ \� \\ \ \ \ \` a 7A N ■■■I■ ! •■■I■IM . `�� 1i�g:4-.l a .� a:, ': x.i...�..FJ. «,k o � - ■o■u■OMEO ii Consultants: — : . ■ N■MIMI r "'".. , '� ■r�Eii - BE ND I I MECHANICAUPUJMBINGIELECTRICA! 1 ® ��\ — �:3�:r ■ 1 �' ,_�. '� Henderson Engineers, inc. ��• 7 �• III; e • { 1 : _ 8345 Lenexa Drive, Suite 300 — - / 1 •_ 7LLenexa, KS 66214 _ I _ _ _.____ e________ � TFL: 913. 742.5000 Ilial. / r _ - - -- -- - - \-1,\ \\\ I\\ 1 \\, 1 \ _ STRUCTURAL-cdjiENGINEER � f ` - -- - u 1 �_ KPFF Consulting 5th Ave #2500ers 05 D4 D2 111 Portland, OR 97204 SIGNAGE W/ KRONOS TEL: 503.227.3251 BRAILLE, A1.0 BREAK ROOM 104SALES AREA 101 - SOUTH SALES AREA 101 - NORTH 7 Scale: 1/4" = 1'-0" 1 Scale: 114" = 1'-0" 3 Scale: 1/4" = 1'-0" ELECTRICAL OUTLETS FOR EMPLOYEE LOCKERS eh W 32"MONITOR SCREENON 6" LEGS p gar Q I- / 4 11, \\ . \\ •,. \\ \ \ ... 1\ / \ \\ \\ \\ \\ '.--, ____\, \ \\ I VA ':•... \\ �� A f'��''� °.� \\ �� ,. ' / - b ' , Ki \\ ri' ..i ape ■.lar• ��ii,, j� w - --f- ' \-/ -V- ‘- 2r-77- s , 4 \ ' � 11325 '� W • \ FIT-7,— JAMES A. ' To • \ r N 1 � en � I LORI G , , - T ---' N / / _ A . , , „ . , ., , ad , , , . . _ , o i i ' / o ori 6_1.3 I MOBILE7PICK-TO-LIGHT 8 HIGH SHELVING 8 HIGH TABLE, O F Civw SHELVING SYSTEM PREPACKAGED COFFE CAPSULE STORAGE, BY OTHERS 10/31/2017 No. Date Issue S STORAGE 102 -- SALES AREA 101 - EAST Scale: 1/4" = 1 '-0" 0 Scale: 1/4" = 1'-0" ELECTRICAL HAND DRYER DYSON eh 0 W AIRBLADE DB IN GREY MIRROR �� 99 CHEMICAL MOP/BROOM BACK OF LIGHTBOX, BY9410 BACK OF LIGHTBOX, BY 5 TOILET TISSUE DISPENSER STORAGE SHEL -HANGER OTHERS rIT RACK, BY OTHER 1-OTHERS Q �!T RACK, BY OTHERS Issue Note: / ., BID/PERMIT SET ■■■� ■■■■ 111111 I I/ I I Y 04/24/2017 — :..■■■■■ �1 NIC... I I _ - II '. / /MIME. Jo'I Timor -; `� ...mos I II — = - i I■iI Project ID: Portland Hi), ---f- / so ams - 'N, ,. - :C I ='- k :: I_ �l I - Ni � NNE _ �� 1• Drawn By: WH • #'?' I'�fIN. ; -_ �, " - - - _ - I i Review By: JG Ns \nam , 1 - -- - - I - I ■■� i , - ��i�� f'r - - — Plat Date: 04/24/2017 - 5 ..,___ Shoot Tido: 14 1 c i ■■1■■�iM■ ■ I , n i I fiElr " 4 -- -- Y \ \ \I- INTERIOR ELEVATIONS ^' f 05 D3 D3 '?I \ E I FAUCET. PROVIDE ELECTRIC WATER SOAP DISPENSER 3'-0" HOSE ON HEATER ON SPIGOT PLATFORM Sheet No.: -MOP SINK J il Ao 1 EMPLOYEE RESTROOM 106 01-0 JANITOR'S CLOSET 107 - IT CLOSET 108 • 9 Scale: 1/4" = 1'-0" Scale: 1/4" = 1'-0" i fi t - 1-- Door Schedule FINISHES M.�' Nominal Size Door Panel Frame Details Hardwarea r� Mark Width Height Fhicknes. Type Material Material Head Jamb Sill Group Notes a �. ' GOR'1$FG&STRAJA ARCHITECTS D 1 7'0" 9'2" 3/4" A Glass N/A A8.1/1 A8.111 5 Storefront Entry Door Ceiling By others, GC to provide rough opening and 729 Heinz Avenue, Suite 1Q GYPSUM BOARD DIV 9 GROUP#1:(D2 - Pantry) provided by Essequattro S.P.A GROUP#4: (05 B Employee Toilet) D 2 3 0" 7'10 1/2" 2 1 " B Wood N/A A9.1/11 A9.1/13 1 reinforcements per shopdrawings Berkeley, CA 94710 # TEM MODEL MANUFACTURER # ITEM MODEL MANUFACTURER 0 PAINTED WHITE, RAL 9010 SEC 09250 Pair Hinges 5BB1 4.5 x 4.5, Grit Finish Ives „ 3/4" 510 ! -0$ 95 3 Pair Hinges 3SP1 4.5 x 4.5 Spring Ives 0 3 3'0 7 0 1 E Wood Metal A9.2/16 A9.2/5 - 3 Pocket Door FAX 5101848-0897 Hinges, 652 Finish I1 Privacy Set ND4OS X 13-048 X 10-025" Schlage(Marks") 1 Closer Dorma ED100" Dorma 2 Kickplates 105010"bevel,4 sides Rockwood AL ROSEWOOD VENEER CEILING PANEL, BY BY 1- Door Stop by Essequattro S.P.A. by Essequattro S.P.A. 1 Stop FS13, US26D Ives D 4 3'0" 7'0" 1 3/4" D Wood Metal A9.1/7 A9.1/7 - 2 wl Card Reader and vision lite OTHERS, GC TO PROVIDE BACKING OTHERS 1- Kickplates by Essequattro S.PA. by Essequattro S.P.A. - Seal S-88D Pemko Project: 1- Seal" by Essequattro S.P.A. by Essequattro S.PA. 1 Silencer 608 Rockwood 0 5 3'0" 7'0" 1 3/4" C Wood Metal A9.1/7 A9.1/7 - 4 AL NON-POROUS,WASHABLE &SCRUBBABLE DIV 9 1010 1- Handle by Essequattro S.P.A. by Essequattro S.P.A. 2 Handles L-Series 03, Finish 626 Soilage(Marks") © LAY-IN CEILING PANEL, 24"x 24" SEC 09510 1- Pushplate by Essequattro S.PA. by Essequattro S.P.A. * Push-Button locking. Can be opened from outside with screwdriver. W ti Threshold 168A Saddle Threshold Pamko Turn inside lever or close door to release lock button. 0 6 3b" 7'0" 13!4" E Metal Metal Existing door (C GROUP#2: (D4 - Manager's Office) N GROUP#5: (D1)(Glass Entry Door)" D CV # ITEM MODEL MANUFACTURER 1# 1Nall LS) ITEM MODEL MANUFACTURER Door Notes: 3 Pair Hinges 5B81 4.5 x 4.5,652 Finish Ives 2 Top Rail CAL Square 4"Top Rail, C.R. Laurence 1. 1/2" max. high threshold where occur C5 Cf) r- 1.."*. 1 Lockset L9050" Schlage(Marks") Powder Coated RAL 8017, 2. Maximum door opening force to operate doors shall not exceed 5 lbs (15 lbs at fire doors) r© ROSEWOOD VENEERING BOISERIE BY (� I 0) • CRL#DR4SBS34C 3. All glass to be tempered 7' 10 1/2"TALL OTHERS Z 12 Iickplates 1050 10"bevel.4-sides Rockwood Q 2 Bottom Rail CRL Tapered 4"Bottom Rail, C.R. Laurence LA Z . 0 Stop FS13 Ives Powder Coated RAL 8017, 4. All hinged doors to be fitted with lever type operator hardware that does not require tight grasping or twisting of the wrist- U.N.Q. O Seal 3.880 Pernko CRL#DR4TBS34CL 5. Hardware to be mounted at 34" min. and 48" max. above finish floor MDF INSTALLED BY OTHER, W < I— co 0 Silencer 608 Rockwood 2 Closer Overhead Concealed C.R. Laurence 6. Tactile braille exit sign on the interior latch side to be mounted at 60" AFF to the center of the sign. PAINTED BY CONTRACTOR DIV 9 ce J 0 Jackson, 90 Deo Holo Open Mr COLOR:WHITE RAL 9010 SEC 09900 z = 0 Handles L-Series 03, Finish 626 5chlage(Marks} 7. Handles, pulls, latches, locks, and other operating devices an accessible doors shall have a shape that is easy to grasp with one hand and does PAINT-FINISH: MATT Can cc Thumbturn #225.998 mortise#humbtum Dorma eq tightgrasping, 9 P g, pe push-type pe - - I W *Auxili latch deadlocks Latchbolt when door is closed. Inside not require tight pinching, or twistingof the wrist tooperate. Leven rated mechanisms, ush- mechanisms, and U-shaped liner is alwaysfree for immediate egress. Also de the followingcylinder w/split ring Key Cyinder ORA 10BG,for both sides of C.R`. Laurence handles are acceptable designs. Hardware required for accessible door passage shall be mounted no higher than 48 in (1220 mm) above finished a© G YPSUMBOARD COLOR: WHITE RAL 9010 W 0 u) V "„J for Aluminum Door Frame: floor. Door shall have an automatic-closing device. door © FINISH: MATT ci. Q —J 1 Electric Strike #6211A1 {Von Duprin I 1 2 Strike #932.033 1 1/2"dust proof Dorma 8. All door openings to the outside must have less than 1/4"space at bottom of door. DIV 9CI' strike SEC 09250 CC GROUP#3: (D3- Janitor's Closet) 12 Stops FS444 IvesAllalk COLOR: BOARD COLOR: WHITE RAL 9010 # TEM MODEL MANUFACTURER - Handles by Essectuattro S.PA. by Essequattro S.P.A. TOP RAIL FINISH: SEMI-GLOSS CI" 1 Set Track and 1230 Grant `Doors to remain open at all times during hours of operation POWDER COATED (r) Carriers **Field verify required height of threshold. 1/2" max COLOR RAL 8017 FRP PANEL, SEE SPECS AND INTERIOR L() 1 Flush Pull 94C Rockwood DOOR PIVOT LINE . ELEVATIONS FOR PATTERN DIV 9CO Acceptable Alternate Manufacturers: If items chosen by an alternate \\ / Q CLASS III/C FIRE RATING SEC 09772 manufacturer are equal to those specified in materials, weight, size, \\ TEMPERED 2,-4" .' GLAZING Jd a),. .i 3 function, design and finish, they will not require submittal of a physical , , 1 4, rr - 7, ; Auk ENTRANCE DOOR WITH TEMPERED DIV 8 sample or request for substitution, but they will only be considered after . / DOOR HANDLE !`= r �i acceptance of final bid, and for cost saving purposes only. Please note th �\\ / MOUNTING HOLE, / N= rrr /� MONOLITHIC GLASS SEC 08400 Consultants: alternate items, if not acceptable to the owner/architect for anyreason, w " �"�. �' •'* ° ' TYP. _ \ i _ ,'r in ,!i, MECHANICALIPLUMBING)ELECTRICAL not be approved and the items originally specified will be the items used. 74.-- 0. © CUSTOM WOODEN 1-_- /�' r/ I Al i WINDOWS WITH FIXED TEMPERED DIV 8 Henderson Engineers, Inc. DOOR HANDLE, BY �- —- o '. 0 ULTRA-CLEAR STARPHIRE GLASS SEC 08800 8345 Lenexa Drive, Suite 300 / OWNER _ I\ • . ! P Lenexa, KS 6621 4 .■N■j■/ T = .� .\ TEL: 913. 742.5000 ,r .* ,,NT `� `� T CRL STOREFRONT, RAL 8017 OR BOTTOM RAIL L- . '. �m POWDER COATED CLADDING, PAINTED RAL DIV 8 / �a POWDER COATED i I '• 8017 SEC 08440 STRUCTURAL ENGINEER COLOR RAL 8017 14, 4.s. F i a.,-:1 , { 6" HIGH WITH 60 DEG KI FF Consulting Engineers 111 SW 5th Ave #2500 0 TAPERED TOP LEADING EDGE 0 0 0 0 Portland, OR 97204 TEL: 503.227.3251 Base E6) DOOR HARDWARE GROUP (SEE SPEC SECTION 08710) a DOOR TYPES & SCHEDULE CB1 I WOOD VENEER OTHBY ERS Scale: 114" = 1'-0" �� Scale: 114" = 1'-0" Room Finish Schedule All Finishes Class C or better per Table 803.9 X62 FLASH COVING- WELDABLE SHEET VINYL DIV 9 -.J EXTENDING 4" UP ON WALLS SEC 09300 # Room Name Floor Base Walls Ceiling Notes B3 4" RUBBER COVE BASE DIV 9 101 Sales Area F1, F2 B1 W1,W2 C1, C2 SEC 09650 102 Storage Room F3 B2 W4 C3 Semi-gloss paint finish @ walls (84, 4"TILE COVE BASE, 3/8" RADIUS, KEYED-IN DIV 9 FLUSH WITH FLOOR TILES SEC 09300 J 103 Pantry F3 B2 W4 C3 FRP panels at walls to extend 8'-0" min. from top of coved base 104 Break Room F3 B2 W4 C3 Floor PORCELAIN TILES IN BEIGE IVORY COLOR, 105 Office F4 B3 W3 C3 Fl 748x748mm (2'- 5 1/2"x 2'-5 112") AND 10mm THICK, OFCI DIV 9 #$D AC 106 Employee Bathroom F3 B4 W4, W5 C3 FRP panels at walls to extend 8'-0" min.from top of coved base PORCELAIN TILES IN BLACK COLOR, SEC 09300 11325 �i F2 748x748mm (2'-5 1/2" x 2'- 5 1/2") JAMES A. � 107 Janitor's Closet F3 B4 W4,W5 C3 FRP panels at walls to extend 8'-0" min. from top of coved base AND 10mm THICK, OFCI GORING H TpLCZ. c. DIV 9 OREGON ,� 108 IT Closet F3 B4 W4, W5 C3 3/4" plywood backboard @ walls surrounding IT rack [ F3 HOMOGENEOUS WELDABLE SHEET VINYL SEC 09652t,-* Gij OF0 Finish Notes: F4 CARPET TILES -CLASS I ASTM E-648 CIV 9 ( ) SEC 09680 Exp.: 10/31/2017 1. Coordinate extent of finishes WI floor plans, interior elevations and details No. Date Issue 2. Water proofing is required under all wet areas and 6" up any surrounding walls. 0s� ROOM FINISH SCHEDULE 5 FINISHES Issue Note: BiD/PERMIT SET 04/24/2017 Project ID: Portland Drawn By: WH Review By: JG Plot Date: 04/24/2017 Sheet Title: SCHEDULES & RESPONSIBILITY MATRIX Sheet No: Ai .'1_ --±- - C\ �T:SiNLE':SST=Ei C4 i L-1X / LAX16 UCR2OY VO' �CommealElectric''nCORNER SINKS Underoaunter - �,, Chemical Sanitizing 2 "`�►'��.` -�. ?yam with SOAP and PAPER TOWEL DISPENSER SR Water HeatersDisl,wasner f &STR JA ARCHITECTS Npf;r1111EdifilltealpnBEVERAGE-AIR wumitn ;PlurnbitiLl eD,,iect Ons reAdl 6P medE h1 a 98alhsd service company who wail Comply will eg xrailaDle Federal,Stale,a d i xxl Health. 3179 Cnamton 131wd.•w111d i Sa)rrt NC 27105 • Item #: Qty#: Item #: Qty#: 1 Plumbing and SatetyC3das. �= , : 1 ��a 94-K3-11 D 1�8&8d5-9606 FalaP 136-2�Sfi4fi9 LOW DEPTH , 7- Mode[#: PS 80 I? PS 17 SPLASH Product Specifications MU(lel#: F1MNIi - lttrplranvw9ltasrage A1.adm ERCC3UNTER • I rltrr oamoo- �� Ett��al 729 Heinz Avenue, Suite 1 •;. Heck-Up REGEitATORSuc�27rtPaeAat rukcapa�Y A _ e c n S w,l be :2' ,; • ,` ; ; Prajec #: 0 f CUSFOMER'3CCHatC�dT A N07KiTCFfEN FREEZERS UCFz7 Berkeley, CA 94710 fa•"� atlh4t"t6 to rwlt E ` edsx sap ladies INP t4de6 Ilea X81n ars t Ra y ,Et. ` / 33114' �' 1f Tisl/d s farSt118d tO APtl�danf Class aI tQ0°F PItEPALRATlON SERIES UCf234Y It.:. ■uE[•30 I 30 114 38718 784 [i3d 552 24) 613 S 1 S 5`6.� C �y AN: unite ftrr,ished SIN 2 Integral drbinboerde 3d-134 Adi 3r• 5101848-0895 • DEL-40 2 40 ISI 32-116 819 24 fila 25.5118 619 - L-1X18 IKeyhole Bracket for III 0 L-1X 0 FAX Y•�Pane/Labor�• FAX 510 I 848-0897 _ .-- easier Installation OH-5o 2 i0 139 321N 814 26.12 673 25-Rill 63fi 8 hN t6f 75.3 - I 000 0 0 0 I Inlet12_ 1•Drain Additional coa> Wu,rumrreary s and ;‘,., greeter smarty_ DEIF3D 2 3e 176 3d-ire ale 28172 set 21 533 3 203 9e Ms TT t 24 114' 1 2; g t UCRYIUCF SERIES UNDERCOUNTER UNITS oEN40 2 o 1st a4rg rt46 24112 sn WA WA s 103 113 5,3 F Comped shallow depth undercorxllar refrigerators and 7-sit DEN-52 2 50 1.69 5477$ 1399 24172 521 tarp, 88* r 203 131 59.9 38-1/2'--- 12' ••-••-•--- freezers with taint steel extenar, heavy duty CDrtSfnlC- ��i�-. w. Dfr•66 7 6i 253 60-374 1561 71. 1 531 WA iNA s 203 176 793 !t • Optional PWyVance I+Z3 1P1' -w--w-15'-► -2-1f2' j+18-1/2 tear incttrd-g durable sub top, 12(F'stay open field reverse �:r 0 Om• elet:!aa'►oeelea ere I' M dale DEN-60 7 VD 303 59-31S 1508 24 610 Wer: NIA 8 203 211 95.7 Cutting Boards Available -, - ble doors with cartridge style hinges 8 snap-in door gaskets. i - _ • 84ik boa l ltd UT x l4Y x$. 046-1l0 7 19 450 712 7119 1586 79 3M 746 N7A WA 9 203 326 147.9 1 1.112'Minimum 1 121 1-112'Minimum CABINET CONSTRUCTION CC..,._ __.,,„, w e11kt»wM 1ra+lea to pst6eref 0ed1 Sate a nirmrsan ditiensrn Clearance Clearance space wfthd?mad We" In Aeelan for aloe aced caparsylierfl3lrwai1mI61PRlseclef 20'and 2T base models designed to fit nt hmitad UCR!UCF20 UCit UCF T 7-P8-79 Stebtletp pllaF6adatr grain 1-tri IPS. MINIM Zi a �' costastrucess stew h du abior 1/ 'insunum ituarior- Heavy hicdulk W- oon9huctiai with durable 1l2'insulated suatop and 2'ttlick �+Ty edgelorse c4nstagaion. Willa 18Ospallps1104"aWrlsesMeet. 0 L-18 I L-1f[18 CFC and HCFC-lee foamed-to-place polyurethane Insula- O LL Terre towel bo tar dem OUTLET Deems we bowls over,W Lags pre 1518'demister hefty paupatdl7e>rer,itaaPess IST■ L8T VlEllf tion. Cartridge style hinges with black anodized aluminum �m7vweli 811"fFEMAtEI 3/4'!FEMALE) 314"-!FEMALE) w"EMALE) Ono place Deep ♦ CO Utlt `gyp OUpelms. NOT .,0,. NPT IWT Sept dridsCwtdr"eh OWL weer *Soho sMsi WNW u u pull style door handles and 120'stay-open door feature- 4'J p+xwx+ack faucet Unshed eutlt ascot Prl 5I*bI ° ......:- Specifications: N i 918 bowl we claret. ,s -. Includes splash rammed 1"illip�hlestetrtiesssleell7tlld91e1. Snap-in-place vinyl magnetic gaskets.Standard options:6' Y 0 Y Y • Y Al sink boAle Mae a NNW 3'radius tt0 x49"bone hen Spm I high ergs'and 2 Stoat wire epoxy crated shrives per door- 8peidl4 FNairse UfOEl1CQ°WTEit 1-7�UMW MA METRIC /n . wn.t'• Wick*its BUM Heavy CM Spirh Mow Faucet i'rrdr yy.NPT Plane�rs d the welded tag a sem*enswee Mshee and av 3I&7ee rAPrcr1Y 1 14atrMST $xr I , SJ! UJ O V J Y 2'Radius). section. CJ N Wee rtenca K)3rd Side 9 aW,a! z 2 1r! RELIEF VALVE knishes died 9t4gei1 mr the Corsi load regryernel't kirRACKS/ER E RATED) 10 trstwa < REFRIGERATION • f n 7-PBai 4l fie lube e s laser 90eresed P1F and 1722-v,owerfiow i .ulucrtON - OICa4Tasa Ercusystemhumidity re V ❑ = s'�1 {ea s mini OPENING Re a etTIN Sink urn- 361rH t}t 7 MOT) Balanced intortor forced airwith h ova • V! veer plslic aearA6w baba Are damps Rliap'r 11+7. wroth 24lµ• II&m T-PW6 dean WWI 1412'Paw 6 aeon. Sax TOP 1nEw ply T 30 kEefl ts-1!831-1a'Vida) teasec.i orate-tails. Refrigerations tem operates a °l0 38'F ' tuacnoNL memo 163 6 mmi ry@� Y r � = Ecs optimal footF praswvation mut n•1 to LL Aa T1G welded. 1: :i p� 7�t3 86 ` �tAMs TI!!iM ❑ BOX W a tilemned to rnelch adiecent arlecac and lc 1006 cep a TIME 134 a, / tura Is head at t)°F and below a ors a UCR34 V' 0 CC [Welded wens tlbfhded W nrplLtl surtiiOES and f3 a said Mash. Z SASH 1Aat 580x9 t10iL 16Ae U V J acv t;nvrr�i Y 1 n-111run-rntni i.]r11f ants. Re tato !s 1LIU Gasses welded to a diaemle6aaa roirdorcing channel_ + k es t se R134a axed freezers use R404A refrigerants. Botha W a co aDe loaned Oaramtop Edoo wit a leo-Dep deer < I"-rae ate d stainless steel-No•sacra Q 1�rra ma[ ilEli FOR O€m MEW i;1x1 311 1 ❑ FC end HCFC-free providingfull !acne with env J 8RR�91d1r1•HDEO teal mime arum= 1 h eolYr ehervw +in BOP al 6"legs 3"or 6"casters optional; _! �e�sse L7 r- % CZ H pS,Y tTsipe Nes 301 serine lhaY+eas steel_ ❑ u4"HPT I e of Optzartr Pay-Vane Z POt sMafalaetWTtRa t T nK, k L) ELELMICAL RATYre f emu v+ { errs t �W/ ELECTRICAL LW[ F Z I 0 11ATIONALt Li] Ll. no charge when specified on order []REUO;VALVE MODEL 6t Go. Wal 0ir11En5i3nr. ,d Ig191 �6 aAl Irsle LI err MIXXiirg bread gyp. CL.•:.. j�s Lllt MLEI 1rF [I?i rml aNrnia.eslf T rC cC M L t ib Galvanized ani d dlaet design. I'^ OVENING Z h a1 factory and ready for'lone°ol f0 a 115!6011 ELECTRICAL CONNECTIOi! z O r Q T � AI lenge we braes;chrome pease Mates 3Ylawes Irrdcated. LLI T sRAss c GRAIN QWC2•216 3 71'x 77' K Nude ° t sal lid rami plisse, 75 amp dedicated outlet. 8'long cord and plug sat 1 DRAIN VALVEg. 94k•4-26O 3 79'a 79' K Footer nso8,d 1/7 IPS mite thread hot and oda Z i• VALVE LLI 9448-190 4 79132'0 in• k-2E Ac0s5laae Model# Qty j-, Summery Specifications:Adele L-1X/Irl x1 s D lines�locluded "lid ander and include e' "�1 r 1 t r I 6846 i8D 3 61'x61' it-2E I FAUCETS f'1/ CMA Energy hider models L•1X and L•IXI6 tow lanperawraundwO urdordramical sankizing COmmarciai distrwasners meets NSF AVAILABLE ACCESSORIES >�9 Ale4 �•I W INCLUDING 7 314 TALL 3 214"{8a 7a mml 7 a o^195.28 mm} Q • I UL and GIVE as 1eIion and construction standards YMINOUT the use of BOOSTER or TANK HEATERS.The maiden L-1%Sod Q • Rdler kit O L-t x48 is cortsOruded entirely of stainless sleet Each call ildOrrlsticaly washes,rinses end sanitizes rood service u4eresils in Staeki cellars 20&27 models on '1a,a" SIDE SPLASH {] I -- - 1 �- II` I[#Z1 p sFor lit a Corot tflsp MrRs DEFRONT 4VIEW 0340 DEN VIE n s At%A• 11170 0r es a rpumP mew improves by eliminating sot and chemical carryover during rinse Dyda. { h) Ce Ir.L. relit a fir mei 2 RaTaoieapeer lard tower stainless steal wash arms.The L.-DC L-t X16 Stletf dimmers please sae Riedel 7-W0-41 on the smears Faucac wntarR;to NSF 61 Smlad:rrd 9. J All!Infra R.gWro 2 Sate of Faucets RidilitOvers8�end Campo5it8 Glttlng b0ari6 UJ `+ 0 AAA.HAACI Sink Omar Fascetb Are.037953 Lade Free C4tmplted J U Far Rsa�ceniert Pawls&Upgrades.Orals 8 Accessories J r R O GMA ❑ OPTIONAL UPGRADES C�us :lb:- ® �'rasr" 0 0 r n veil our wM7MeatwlattlairaloeRfbam tom V V J /tr61 lf/Ra Z LED lighting(glass door • Left hand triage door(s) Z ctnROAer BartAssl JIIt11AE81r>A►Attlral Mrs 1��IRiB WO-tA08lAa LILT. d ...:..� Clydotser IarPlea Allalp lb Asehtl rbc+1- 45-3186 aha les•mop*vat Es T. 'CY) rim,a,d u,d�.+ refrigerators) (excludes UCR34Y) D erra000ta�:heSeel flele r+oe�fenitAtaYlfl asaeraITO:631akF•63 CO ,+"I#�� rarwolWTe. r , . ..tan NgWenr7erlcylo OwesEradTo:a,r enialiaxawwFreTirSlrst&2933 • - Available From: "` CMA oiehmacrrnee 12700 Knelt street Garden Grove,CA 92141.900AwJu17•T1a-8Y6-8791•Fax:714-896.2141•wenco mdlehmad,ireacronStainless steel interior • Left hinge 80001!3)&3" ADI tOMMWIt maim -- - s aaf�as �� r ...wn Fac N330242-53E0 Fac{7[91715045 ler N171922-4795 FM PM gra-we o2etsAu sM•:capuiden AI Nee 1i emo Pant i rA a �� T rflW YORK Gt�R01A T[XAS WAWA • //�'�/Iyy wrottaaarr�uca.xm Ftlt{831}2a2�900 Fax:(770}775-5ft25 Fac Pd721 9324796 fie RTS 971L157d ra,e.n w en v SA tau iw,.ni,. u emry s•w a•mawa nxeri cuss arlw vrN CSStarS patSced / co la I eaa 317-,9s31ea Rat usA IAas.ss CtrprMka I Sal TeM•ras,tsaf�Mosey k ASY.d cox TN MI5 A06LE15409 a•ass ChM_be •! Door locks • Door thermometer t Lr) ID --) 01 3 1 hr 0 AB (9) (6) STI=R tV Consultants: m. 715Sor;esHospitaley1Vs rlreAi t- CADET.PRO RIGHT HEIGHT® d son oirblade dB ,/m.. ca. LUCERNE MECHANICALIPLUMBINGIELECTRICAL - �aicda tG WALL-HUNG LAVATORY WULLU RVI Henderson Engineers ELONGATED TOILET V1TREous CHINA Model No.( )sire t t-as by stem- Inc.- YifflEDU9 CHINA i addiERFREE 1 sAr..,... Mean*Co.,Inc.Shoulders shanot ee fess than Ale high inside 8345 Lenexa Drive, Suite 300 i. LOW VOLTAGE AND HIGH VOLTAGE measummera,std not tees than 11/4'wide. Orain stile be cast team CORNARO® CADET,'PRO"RIGHT HEIGHT• LUCERNE^'WALL•HUNG LAVATORY IIIIIIIIII ELONGATED TOILET TECHNICAL SPECIFICATION wro,a ..+.«. Ler Peet Integral and shall provide fOr Et ed Lenexa, KS 66214 Viatreoiusnchi{ra lead pawl grey matte rtiips ilTd'rreep hile oretoa3'pipe_ Receptor and camera leaped tumorposed d TEL. ,�13 742.5000 MOP SERVICE BASINS Mir Milli _1 215.0 ures EIMfnge ....• 1-rart 4vts'flow ed and seated b atrkW Steltisee steal cap of one 20 .302 •Vitreous tkti Cadet•'Flushing System lJ-she ed bawl SPECIFICATIONS F • Itreous Giina i wm ei rpt•:ww vesae• t 1at21 V,fhgni e�-ices W V P slektksallaal deet 4dapraion aNBwp skies al COm1dr0 rrgd�s rsirg�flflange --- Set dra�lin deck area with contoured ° • ghconsumption EfficiencyTOilet(HET),tlitra-low 11 r5 1SV•iawvefvga W or'Iw O1t,wbl+crmworap• shields • strlmpprldl itEeerlllpJdar lades (.8 Lp1/1.28 gel),ut5tzes 20% ass:13 v a,w 14 33.130 v N eo nal High valor••5o a 60 Ns bade and side splash - �^ STRUCTURAL ENGINEER less realer •CanciartwnTecasaccesshlit staldard g KPFFs lo RoNd w •Meats EPA WeterSense•criteria fader ndOhl me+orw-bnalked DCAww - (TAS)forchildren age group 13 and up 3 ADM • •Trade exclusive tank r • Consulting Engineers •PDwerWashA rim scrubs bowl with each Hush A4oservwikh pm.:6,100p second 111SWAve 5th Av #2500 •Robust metal trip lever&metal shank fill varve r -. -- . meievred.92A00 rpm Faucet holes on 203mm((8")canters(Illus_): ,..es Portland, OR 7204 ❑ 0358.028 Fore sed bracket support + • •IncludesEve/Clean"' nt surface Tools iv/color match bowl caps Liwp:rano.-11,2 ries 12 is aspMorko pee TEL. 503 227.325 1 - faucet Wftrwth�801 i392 iune Cross tlenndfa�nbs tindude •3flus val0:alrfacslnclttded lw,oha9• tl7wu% ere.32 Nigh whew 7.2amps9 a , . +3"flushvaive Onvati+r "OW power ibnMao sw Digital Rights Management +Ful1y lased 2-118" d) U conte 15 For wall ha0ger(indu1 od)or 4r. `A {DRlyq •16-i/2�rim height far accessible applications J tyrK r+w• concealed arms aupporl ti ° frro:idom'Ho Cui:fern Decryption DNA(RF)hsir.ie +12'(305mm)rough-in0SwabU 0358.915 For wail hanger(included)a 0356,028 r .. l'.......t,*•' ls--, ,.r7:'."-..,.... ..,::•7"`.,. Ste 672 sri.a sapurctnd ova Pmisan 714P884 ew ai ey.".sva f1.TVs aonpean a Sim mon meta voarRv cyst••s.r an o ,•Yr 1a r sow •Generous 9"x R Saler surface area p,r„tructier, cotteeeletl arras support • curter mon ca6ia.satder0 a u,400-on-derrwia eerem el+.ne optional tarda Dr m nor needed. •Chrome finish trip lever is supplied �� SamoansLYNX"'HO Content Decryption ORM(RF) •1,00pg MaP Score"at 1.28 gpi Casing meat cfwn fo7ca,bo boner ms w..__ •Less overflew rWt ® •5 year warranty `„ Anrinacrah eI coaling bee:Anfimisrobial melded semnrg?<soll 1M0 ORM I d100P!a e•iritld Rio IS whirr sanr,rq las TV ti Se g LYrac-odes a metre rause in once enamor HMVno.aent sun coolant 1 Y, N... ` ova eddisw:1 M a and bled.. Fattest holes on 702mm{4")CBlitara: .� D 215.0.0.105 Same as above except with tri nYarw,Wr; Z Calor kWh:rover a Witte ❑ 0355.027 Fos exposed brackd su+..it aro:deswa�cma®ewe.vwuDcpwadwcwmm�amaromcyare.enlry Zp p 1----. ❑ 0355.012 Farwatlharger[Indudsr]orY W lever on right side ,raa Lahr arirrsi,• •vias 78.3(gray}77 4(whim) K t ` ` D 3617.0.101 Right Height'Elongated Bawl -pure• col,vnired steel bade piaserewm,rrxne le el concealed arms support W/ D 4188.0.104 Tank t s r'� Estene sever MrYAeuspar M6 wicker avow g [ ) SEC-1402 St3C•15Uo rgl r *x� r, x� :ti. 14 ''')'!••••-•• LLNl x invest to tF35 c •Less overflow support dud 767 x1441 Dimensions: {3l}-118' T7 318"x30-3P8") a I meg*Seders oral _ 0355 912 For wet haiger In a I..L Wow in lverclfon W oncealed arras Product I .-, .�_.-,. • nif - Pike 'llll i n } .0814 wt p• _ CORNARO COMORO r Fixglra only.seat and supply sold separately ariestrcartmtee t 4 SInple center faucet[tole(plus.): P _ . - .. .. - sto.m ra•raarwml ` Dauber-Lb 1160.0 f8a(e+oms She a d Mecca crobrerl ... _.�.- ,,.ml.. v n•. su �/ ] WITHOUT STAINLESS STEEL CAP WtTN STAINLESS STEEL CAP !U � h■* ria ►•^ i.rrs LL,- 9356.041 Fa ecpDsed bracket support/ . v J Alternative Tank Cot/figurations Available: f r gawp r.mwai v94n1 ara.9 maionr LL 4tvvr were. 7Lo•wdas,1cie5i 3 Shown 1340.ODO metering faucet J 4186.0.154 Tank cameleer with Aquaguard liner i 1 OHO Yellow sooan.3t n by v,ma,:133e:e n ❑ 9 Ads► O .. i I k1opR SCE pl 9 el- Y," [ J ❑ 4188.0-155 Tank complete with Aquaguard Liner �� 1 CPP•aNen _ _.nrrI 1500 24'a24'xt? 4 . Q and top lever located ort right side wee " toret,-im infrared acY.wiorr ._„"�..m_ ..q^. - torr i!L JIII . ..• _ 1fij D 418t3A-184 Tank complete with tank cover Q •S1 502- ❑ wimp mu iglr 17L or 7 !lb-h,,,- seem Ma' 1 1 Hand time meewnrnr+h.12 seranMt • w�rw I W -4 r41111t1.11111.11.111E3171tr t � �"� lockrngdevice / [ j ❑ rove afigialul;u;rspitx' Q Ste-145o SNi t Yli r! •"'' O 4188.0.474 Tank complete vrilh Aquaguard Liner Openeaon lac/coot period:30 aecoNts •-�-•-•r..W_m_.,..., i V and tank cover locking device .- ',,-"x�J IT--i- ,i,. •, �. -, Arsped dapeeluroc 4213 mph - _ ---._.... __..• °"`r' 058.041 NOTE.2 Tiling Flanges Standard i- '-==y' - D 41118A,105 Tank complete with trip lever located I r-hnr _.._ +car ww„r� r J r concealed arms support afar 1 ❑ Q ma Aawl d::z aotanre n?'� _ _ n . tbncealed arms su r t 1 �1 t7•rw► tLoaa i,a0.,a _ ._.._.,..��. are - � _ _ _ _ U 0356.4 For Sal I h and or i Fan ❑ 6 I hr „iM-mx tsamer '-.. „d oirila.- M923 rel and to 74.2 CAA -:. !] 4188A.165 Tank oanpfete with tank cover k' ! _ ___ .____ _ PPo SEE FOLti}WENG PAGES FOR AflJGfflfG IN dtIENSIONS Zr i HG22NE47SKFXZA-,C&Jp 50' j HG5ONE1765F- -3Lp a locking device and trip lever located on apo¢ LL,i Rimed ep•mrbm ems parr.41&4A) ❑ 0 tip t1 ., 0 @ ... ._� _ 0 0 E►.._._.,._0 _.:._ $ 0 right side v141(1 TOILET 15aAF 0W51611MED TO tpaloLt�x'IHVCiOFOUTLauxlainlENsalloF �- 149144(8 Single Fauoeihdeon g .. �.. _. " SUPPLY TINOUJGRE SFHW KIRIE MEI MAT BE ORDERED SEPARATELY AF1 IN • rag a faucet a on right W 356.068 For rasedbrackets o Y 20.v' , tis" 22D" 1a.ir i8' n';1- 844^ 251' SOO" 7G.1' 29' 6.5 Compliance Certifications- •p11AErisiON 9t1dNM FDR Lp[JtTt(1N of suer LY le 5UIX3ESTED Z s.rid.tuielfe.r Pada:6rvy iTi2 N7eu fT7 ...y^z • I le `Tr70�$pe[t right fled I - Meets w Exceeds the Following Specifications: SokolNereareeft ie-1 Ib.. P ____ Y� III Uvti OPTIONAL r n a • • r1 , :c -1r. 55' tHG59kE47e8F- 1060, Z •ASMEA112,102-2008fCSA345.1-08 for Vitreous evermore o:n,�ilnaNMom are rennraidnwvary*dam naren.;oi __.-_r,._..�.....,__.._ -- Nt7rrtinelDlmenaioro9: OFatrcet': C .•.. PO i - ri .,. , .,r . ., r. r .i .., �l China Fixtures Vier4rCbt!IMM VC 3o ANSI S1andOM ati2ta2 O .erAeged.r.lght 2a 31M. 521 x 4blmm h &a a 0 0 0 0 0 0 0 0 O 0 0anise rrseeo4 se of so pro eceoc m tuner or cecceuaneri NO nsepOnotWY a - _-_ .... ... ...---'- ---.-.._ --. _.... •US EPA WaferSenst3m Specification 101 HC7s aewlnlao for w of suoer9edea or w,ioro pages Rarima•d din-enrol' p117aaik.•x roe lsts'v K11 t1'- cI e.vw, [20 12'x 10-1i4' Z O Faucet Finish: le- • vi4- arty rona rah cecinas aha tap, ---- -- r a u s r i 0 1S 1 T-t6 VI a6rne ee abo-+e ri Odaenad drrome rFi3ah. 285 4' Ie.,- 3'19' 18 4' a y- 7.E' 4F, c , 66 r] S_..' 2.7' -2...".• UPC bercodn: ► +[ !3011!sizes: - 4'Tr>3p: (�� OIAaxYri.m wvw an a tsAsvl WEN na m rr M ...lig rtic arrirs SiTH oteAarLrnG9ACT cui6Eul!st AND Gror-Law Witte 885609601050,regi Ae two•sa560v0o4a40; (-,-- O 381mm(15")wile u ewe V me 1 HLi40NE41RSh -2Debp tit" I lhatiterta713th • 'OLnr tARMO HST Lac laaP Hoped cored:Mei ny Veleta artlt.0717.1 EO AsffYESlra r fif ACCE3weLE ARO L19ABCE White iew 1r Arae•:985609001067,r1;et Varegw 863609004 433 A'i 2 254m m 1 ff kali b back 0 Bracket Support(by others). 2 • Medal d slaYdpes area r CC aVaDar6 FecunESCtecx LOCAL CMOS. C ( ) p Q g e O 4 .Q ... # _. ..U_.. __ . . .-. -- eul 1 ant renege and Company a warranty .. ...... _ i3 Concealed lima Support{ Y the 3 O. . B. 1 3 lubber Spring ed d stantesa steel wort ra finish...2a ng liar Inc fl iBSmm� 1l1'f dei. i h o rs - Hanger 'long.w Blared rd a SE 1' 269' - 40.£!' 22-:5^ 2.5" 6.4• Sec•._•. 3'r 5' 1150 3:9 - 2b 11h 0 5YawparrsandtyavI,nwadiabor•wreanry reriawrq 6. .,-,a-•1311Ile4i) Com J To Be Specified: -� Compliance Certifications- 43" ! HG43NEd785F . •7r_n - O Color.:]while Bone UI Linen ]black fc`r5ea',, _ - O Acvedihdioma ,.'h'ot �d swAa� r i%i•�: •i !Aceta or Exceeds the Following Seecifications: •.R 514.3^Catcher rets a zo pa.type sot trmrr Steel . O Seat.5321.1e EverClean•Elongated Seat with F3, rt•r.ewo.•.e.,w r.»m .6.a,.ar.,.a.,ova�b e. FJIE 112.19 !CSA 645.1 f a V aeoUS ga0 a 0°l eactiOn Kf aOdrOd °4 •de " "M AS A 2 {� / 9a Car con Num ew s i•,.i„nvotto•dt•on.-r.rarwn a o/ China Fixtures �! 0 0 -p- "` @.. .._._.0 •_ Slow Gose Snsp•Ofi Hinges a THE Smit otske res Act woe- Cadet' PRI, ¢ i �`i •2.. , eke irrKrnationai t Alec AMA A117.1 ACCF8$SltE AND Ilsrt4LE A. �` d8.i3. 5 931} :a.• t d B.y - U Supply With stop: •raA�:' LL 15 la�,.,.ti vo, w . ads.nilRraaAaloFACA.tn�-cr{Ect1 LOCAL CODES. JOB ARCHITECT '� 11325 .7,.„3, �Nronrt NSF{f.._olerrd P43S. .. _ " - Top d trait mn mowed ae4eiln - . AGA cwndwnl 041 Ind MONO Ma. � #02> .7,.„3, 041,. 1t16d CCnlnlsrLEE6 crtco+wn For more in{v ea r pry please(Antoci Orson!1.688.397-6622, N127 AmericaInc, spec._Dass Dasa ty�me warNung Lava Rev. sn6 a LOCATION ENGINEER JAMES A . el 020tPAB Armee ea. Rev.B/13 www.dyaonairbladscom,airhladeinFo�dyson.mmD SAMSUNG Cc.c.ND GORING H6-• ` OREGON L23 & L27 L15 L01 F & L02 LD1S ?> 4. FLOSI, FLOS FLOS ,, Solarban• 60 Starpbire- Ultra-Clear Glass OF 0' tJGMT SNIPER ADJUSTABLE ROUNp Exp.: 10/31/2017 SPOT MODULE LED ARRAY MAST - LIGHT SNIPER ADJUSTABLE ROt1MD Moundeg 1 Aluminium Haid Profile 10001 et ---.- .-_"_-'- M ssed . Haunting :Ceiling recessed ounting Ceitilgrete A1afCrkai 0.e.7-0 YCe,, No. Date Woe Lamps description :LED ARRAY 16,8w t73olm 3000K CRP9O :TOP Lm _. -- ... I Lamps description :Power LED Array 1 Ow 9001m 300045 CRE 8O Lamps description :Power LED Array IOW 9001m 300016 CR18O Solari:my 60 Slafphrre lass is _ vvFrage M t to LM'� "Pi1O^ asVv Voltage M :110 Voltage TV) 1 IO of the Ecological SaJufiaas lea Frei ' Emrirorienent :irxtoor � Watta > a,4c a. 41/P •, y tNe-M :24V a.'.. Envirorarrenr :irsrloor . Environment :Indoor For more inf0rm3tlQR,or to obtain samples • � +� . $S] 1-888-PPG-IDEA, visit OPTICAL Earviamne!it.. :Indoor _ ._.. - - _-- i OPTICAL -. OPTICAL �e p4werfAppgtd935CRV2s C,Kri. _ ':"• or • Light ronlrofler description :Reflector Fires -White ---- ..__.... _..... Light controller desorption ;tens Light controiier description :Lens s Aiming Directional Aiming :Adivstable Alining Adjustable All PPG architectural glass is Cradle fa Cradle Certified. 1& tight dsnitn tier symmetry :Symmetric dpIIC tight distribution symmetry :Symmetric Light distribution symmetry :Synmretric Airing .Fixed Beim angle :5 Spat Module LED Andy L dlsb9auhars. )...symmetry :SynvnSymmetric -----... ._....... NFsi swam anile :FLOOD light Srsgsea Adjustable Round Sewn angle -74'SPOT tight Sniper Adlustable Bound PPG1AeaScapes•Integrated products,people and services ELEC IHICAI designed 6y FLQ$ ELECTRICAL ELECTTi1CA t0 inspire your design and Color vision. 5usperttoon tome-wire for ceiling designed by FLOE Architecture/ designed by FLOS ArdtHectuxai ; Transformer availability :Included ELECIRICJLL Transformer ava'dabiny :Hot included Transformer availability I Not included Spotlight to be installed on _._ -� - __. -. -_- ... __.. -. installation with integrated led High-performance embedded light Hgh-performance embedded light ,,,1 ` '- z Transformer mound :Int Integral TrarieLnin� ate i6.iu - Trandomrer mourning :Remote Transformer mounting :Remote :,let 80:= • • n9 e'9 Spotpro5ke.Electronic centro!gear _ --.a1•�Y.. Separate_ - _.. module.Rarr�ndehnnrc future car LED fight source.Bernet* fixture for IED light Surae-Remota i .iia.s ��i<�t• ,:. ,r E nergehcy :wrthout integrated 110V. Transformer r rnorw erg ... . :Remote transformer. Emergency :Without 1lrly power supply not included. Emergency :Without I 10V power supply not included. - .•_ 5O/60Hz Quick for _._...... . Insulation class :Class! Integrated plug 9 FJnayrsLY Widest - -.! Insulation class :Class III Insulation class :Class 111 PHYSICAL I•noel lfois adam. _.-, :Oris m .._.. _. _. I ri ri.a.te PHYSICAL PHYSICAL Construction material :Aluminum 09.12953050 White I O -1 Construction material :Aluminum Contraction material :Aluminum -...... Marton*60 Slarphirsa Glass Performance Comparison with Solarium'60 on Clear Man 1 07 x926 o6ir53 Chrome :1 Os.4915A5.93 Chrome 0 kaube vesica lIa8 Perrrwalte Mnpriem 1aetl(are}rail raa 12-Yra it cess)atnpee spam 114-i r'21amart fees:as MAN[Noe Weight clog) :L2 •39.32115-74.93 Black PNYsiCAL ... ._ _.- _.��_- ..._..,_,._.- - - Weight tlt41 :0.51 Weight(kg) :0.51 r garww a Saw Construction meateriar :Mirrersran ... ... 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CAN RECESSEDseparately) HOUSING BOX ce3d.T8C (must be ordered separately) X4124120 7 (must be ordered separately) ❑ a.-,r r•,1() r• t sYeldytlt. !'7•' -thicknesses as•• -be .•=I13 I _• 'I r 0 9_ f-- r, ,�. Lsr Project ID: Portland w .. % a S ° ®��''a Z y: r X on. roti weal• err es` • _� \ '` sin. - .xr. • arw „ t.r Drawn B WH ,-1 ..-aI \� _ i 1.i` 10,880AH•ta IT T4OP5II F• _' Review B .1�i z� `f C) �J1 v _ =i E-" ■ ©IOC.. ®SL7 045 �QJ® Y Dfsiartcebetesueerstwo Modules guide for - 450mm .. I �l t��W r' ■I �� y s&:aFtaa 9:551 t'PI/x41" Spot tT plug looping _ "Ci 1.� 3 J PIOt bate: 04/2412017 - �, _ _ • fi U BILI��• `�` LA�E1® / s I- �ta.rt,4iw-c rr:.:.,a,. 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',G&STRAJA ARCHITECTS N. / a ,.r I 729 Heinz Avenue, Suite 1 Berkeley, CA 94710 1 510 / 848-0895 FAX 510 / 848-0897 , `Y Pray a .r — 0 CC I -. :} its l ` `•C`L_, , _...�_ .�' �� - LL I i 4 _ M N 00 i r--- ,, ,jo) r_is) iia 2 O cc O Acc W Q 1~ m o J tif)W2 V a Q to Q < 1_, ?ir Ci_ cc 10 LS) CO . 0) *err. .ter.,:2 � fh ;� � � �� ti, Consultants: 4 MECHANICALIPLUMBING!ELECTRICAL . • Henderson Engineers, Inc. 8345 Lenexa Drive, Suite 300 Lenexa, KS 66214 TEL: 913. 742.5000 6 1 AO STRUCTURAL ENGINEER KPFF Consulting Engineers 111 SW 5th Ave #2500 3Portland, OR 97204 TEL: 503.22 7.3251 -f• ,4',., i. Y! t .rte. '.. i cy.a �,. P.^^ -'�� r. a�-- :�, a,p , i. 't°a ,� g.� . 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GORING H OREGON � J 'OFO Exp.: 10/31/2017 No. Date issue 1 Fiberglass Reinforced Panels, Marlite C100 G44 Standard White 6 Nespresso signage. 11 Ceramic tiles "Procelain gress" in beige color at Sales Area Face in white pmma traslucente and Side in thermolaquered metal brown ral 8017 Ceramic tiles "Procelain gress"in oxyde dark color 2 Acoustic Lay-In Ceiling 12 at Tasting Bar Issue Note: 3 Interface Carpet Tile Aiki II 7 White finish ral 9010 13 Matt painted white ral 9010 mdf pelmet with matt BID/PERMIT SET varnished rail 8022 opaline plaxiglass letters. 04/24/2017 4 Homogeneous Sheet Vinyl , Mipolam Elegance 0705 8 Brown finish ral 8017 Plasterboard ceiling paint white RAL 9010 Project ID: Portland Drawn By: WH Review By: JG Plot Date: 04/24/2017 5 New entry door handles in rosewood with brushed 9 Boiserie in matt rosewood veneering natural finishing SheetTitle: stailess steel plate and rosewood "N" logo with matt varnished ral 8022 metal corner profile MATERIAL BOARD A Photos of existing similar Nespresso stores 10 1 /2" Tempered laminated glass, painted RAL 8017 Sheet No.:. It • r / ,/....7,2,2)/ r/r t/ LEASE LINE CORNERS OF GLASS // //17/.,,,,,2".7 .::::,' -ALL ALUMINUM CLADDING AND ALL STOREFRONT FRAMING TO BE IN RAL 8017 !'r} � / .� � _• BEVELED ,�� ,� r // - ^'' // `/f % - -ALL STOREFRONT DIMENSIONS TO BE V.I.F. /'` ALUMINUM METAL PANEL, TYP U HANNEL BLACK fp// .r .�`. t', �' °r -fir: ;: / ,>r '/ 112" PLYWOOD - V FR MALI _--_ _ 314" LAMINATED GLASS C3 �. • �� /, � ../ //'��;�/�,�'f �'�; � G ID LINEs PANEL, WIDE � G I ' f '. &STR JA ARCHITECTS / r rr''r/.f ✓1'. f,�r • i7 'AI ./ / VIF 314 1 32'-2 114" / 2 1/4" "` ... ,,,,,/ ,,4,,././../ rfr /'/'�' r r/ J1 s ✓'F/ / ALIGN ir///1 ./...<7. .� "/;,,,,,,:;.-.;..!, )( ■ ,/• f ..„,./ �� $ 112"TEMPERED /Xi, , �� 729 Heinz Avenue, Suite 1 // r �. 4e-_,..___%,‘ N Berkeley, CA 94710 /r/ /7. / 11 ,f'r ,rr, a LAMINATED GLASS, r: ..1 > � / f ' ,,./.,:,/ r r�,fr��"'' � � r � 11I1�1�11111E1r1t[I<IIfIIE�I � � � � -+ / .t./.: /;/ l'/,./.17.: BACK VARNISHED RAL ;/ r r '/; — 5101848-0895 ,' // ffr / ={' ' (E)TENANT DEMISING W LL ALUMINU FAX 510 / 848-0897 ,f/>f // //. / r/'/f/, t 1 8017,ADHESIVE BEHIND f/f/:aPROVIDE ACOUSTIC INSULATION TUB °/ , , /ir�/ r!r•-{/.l/ / ;f ! ,,.r• . -r,r, ND X-TYPE FIRE IRE, RATED GYPSUM , _-------------- -BOARD ON TENANTS SIDELOGO � �- LOGOSKIRTING/ L4x4 SSD ".--'//r,"-- / , Y r,`: ' / /" /rey//�A�/rr;'4/:'Ff:r/f/ .: i,.'r_ :f` - ,,;, f� 7' .. .. r .. /' ' /...,,.. ........._./..„,,,..„...,; „,....,:...., . ,f / .•/ //rr:"f r r. ✓ -,/{ /I rF�: d` -/ rr t 1'lr`'/ !,.,./..:::,Fe� r:„ ' +, fJ� /f7 / rI _ BY OTHERS CRL 4"SQUARE SIDELITE Project: / � INSTALLED AFTER HSS IS , / f / F ,, r/fl -- /..rr / /f .4,7-1/.///,///-4"..."/"/-,r--2,.,,/,'//,/,/,4‹,:',,,2I/* f.r !1”-" '+,' ..-„,/./;•/t////// i/'"/ r e'-,/,'" // , RAIL/ ERECTED TO MAINTAIN r// /x///22` " " /, : ' r /7 r'a' �f; ,:// 1r////Iir'/ 1//A,/ ,/fr/I 2 //////,-/-';'>'/,';:, r / Hf CC LEVELLINE //rr! ,-///,--1-',•/..,-`:-/,''//,,,,i/ .' /rr,F /.."/.---..,././././;-/. 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'� /l / , ,-/:///.'"57/':12/./2 r��: ; 518”X-RATED GYP• ter'2/2./ rr, s / jrtf /'rO C in N 1.- N` 3" Q / i .,;',/".` / ,, , BOARD t/ }rff-1 /, 1:..://:C., :rfi '..•-/-::-/▪ //"/- • /r/ '!rf//, u1fJff -://,..);22%,-;;47.////s//4 1 jrs.fr F f// //. � / : I� ' ! - k.-; i''r fl42: /.' ` ./ 1"/ , ff :- • - / �f ,.�irr �1R' 'F 1rr r / !`/r FINIFH -,.:;‘74,-; f r y ' r ',`„,"///// // --109._ Z =J r / /f {fIrr/ :/ Jxr:fJ�,/ /Jr ' Nr I /1/f✓7/7,r1 f/i`////t d „ ,, 'r' //:•Y/2'./././/,' VI °- - .- RAL 8017 114” ,r/�/ /f --i\r; -- V1 2 O CO ccALUMINUM PLATE / f'=`r:1' .f//f / s 0 er Ff} ./... .•♦tt .2 : 4 x 4 HSS W/ALUMINUM ` tI /jf 7 R3I EVEAL4" HANNEL BLACK I / '/ / ,p{ /, CLADDING WHITE RAL Z ////////� 4//,� ;//'f'`./..:. :, . z MALL FINISH I 9010SSD z VI 0318"X-RATED GYP 3/4" U-CHANNEL BLACK (� U CRL 4"SQUARE SIDELITE RAIL /`t - . / E� ! FOR 314" GLASS WITH / '/ BOARD REVEAL 114"OPEN BUTTJOINT,TYPLigli J CLADDING, RAL 8017,TYP r _ \ _ ;`., " �•• ,��,�� • `• � '11- � i' :''/./.,-,-,./.;,":".:;1/://i7,21:':: � / �� RAL 8017 Q.. i % r"// ;� HSS %I� CC ALUMINUM f / RAL 81)17 1l4 ANGLE 4x4 -- Q -",,./:///1 /�/ ALUMINUM ,,,,,:/,,,,?<,./. / 001:;?/ ., ANGLE �J t �_ {I� 4"ALUMINUM TUBE / / f�f/'/ f I ` r r' v I .',",:////9; /s,, / }/.f/ T.O. FASCIA LAMINATED GLASS, 1a_ I co HEADER BOX BOTTOM SECTION DETAIL / / '� '// ! 14` 0"S BACK VARNISHED RAL _____ _1/4' I 4 r/ ,'/ ` 8017 Scale: Half Actual Size 2 "Xe-`;-. -:". * // /r / RAL 8017 > , fl��:� �r ` /� ��ALUMINUM . f/ ,/ / f/// : _�-�' ANGLE Consultants: -� MECHANICALIFLUMBINGIELECTRICAL CRL 4" SQUARE /`! f 1/ 1' / `.. ..-/-7„,://40.:,4./- f/rf 1/ rf/` %. r`,// /'1 11` ��/!f rf ��.// /'r I _ - - _� Henderson Engineers, Inc. / / i // � ,.,,,,,,/,,,/:* // // r `ff SIDELITE RAIL / ,r /,�; ` / ,' / / t'', ' ^ r, /// /, / _� 8345 Lenexa Drive, Suite 300 //// /// / "/ . . .� / FOR 314" GLASS, ././2// rr / ./ f/ ;/../'F ,_, rte/ /`" // / .•; TYP. _ TEL 1 . 742. :/),/::://11...7/1 �` / r /f / / '/ / - LANDLORD BULKHEAD. r, "NESPRESSO"SIGNAGE, Lenexa, KS fi .5 4 �` i.,f/ / /I , , 'f./ '` AL TUBE 9 3 5000 / / ../, ''// / / //f/. f'ff r A9.111 314" TEMPEREb/ " / ,/./ r /;:,./,,,V,/ r/ / 2,..>4-,-.-'72.,"„.. .----'/,;,/,/ . f, r f✓fJ ' 1b/ ' r '/ l'-' ./..„././../..-://5),/,/ x ' / f1 F / /r TUBESTRUCTURAL ENGINEER �` /' f •�r'/�/ `▪ / �:�' '/r � LAMINATED GLASS /' / '-'. / / J, / - / �/f r/ 112 TEMPERED 2,,,, 11.://://./. . / '.././..‘2:-//..."://;-'-',/,',/2/2"/ f r�/� f� -_; J / /' , / LAMINATED GLASS, CRL 4"TAPERED SHAPE KPFF Consulting Engineers �1f /r' /f �f/ d/'// //Ili, f / 3:'/ ,./"./:////4/, i , - _ 111 SW 5th Ave #2500 / /rf/�f / / / !flj/ / //////rr'///./4/i///) / / rF/ rf1r /7/- ' t /t f:-."///f1F '1.'// ./!/f 1r BACK VARNISHED RAL Z --_/- - ` DOOR RAIL, CLAD FINISH r' / .fir //Ayr/ fi/,r r / rr F /f1 fi '•e r!'/ +' `� °I- / /1'/*/ /c///,',W.,0 "/" //)47,4'/j'/-' / / f/ {, f ,r / f efir' !/ r / / r. r�` / 8017 - Portland OR 97204 . /' / /" ' / ` ' //7 :/ / /' , ,r '' fir, 2/// t /' . ' /7 �� STOREFRONT CORNER 3D VlEW © .5 '/,� ,/ /.11,1/•/ /:41:/>////4,/:./24,://7/0- / //;. ,/ / // " ! " ,; rl TEL: 503.227.3251 / /l'r / r/ ' f rrfs:%`. 7 r� ,�: Scale: 3 1 -0 f- . // , / / ./ / HSS 8"x6", SSD _ • � /' /` illi— , rr, r//i'/r /tet// / .e. ..,.?f //7. ,/ /,- 2-./ �'/ .: / .s /`/ ./ ..,.7./ //,- / / i ' '/ ,/,/,////,/ � .'_ B.O. MALL BULKHEAD MODULE ALIGN AS SHOWN f\ra ►V �Y 2 - 1/2" MTL STUD 12 - 0 ' r ------ I I N rr rr rr r/ ,,,/,,,/%/'. '/f.///////f •/ / FRAMING@16 O.C. ON ELEVATIONS i i Lc.// f L4x4, SSD N if 1/8" j f3/8" 8017 ALUMINUM PLATE, RAL \ 1 1 2'-112"MTL STUD FRAMING ? fj / ys t. r: -,�r� a,F: y'. ._� FLATHEAD SHEET METAL SCREWS, POWDER COATED ALIGN r y �� i. B.O. FASCIA RAL 8017 -- - 11' -6" i_%.1-<-- 518"GYP BOARD, TYP PTD_ METAL SLOT DIFFUSER, A - �L, f "i ALUMINUM TAPE-IN TYPE 1 / / RAL 8017 1/4" ■ , r �. � i ////////f/4////////r/ ALUMINUM PLATE B.O. STEELS I `�. TUBE ��.. .. Q �, 11' 112" _ ; , i ALUMINUM BREAK T 112" TEMPERED LAMINATED • B.O.BINTERNAL CLNG t' - 11'-2" / GLASS W/COLORED INER 4x METAL LAYER `- -i- 1%11k r ALIGN CRL 4"SQUARE ""' - ADHESIVE AT BACK OF ,y SIDELITE RAIL FOR 3/4" GLASS, GLASS LIGHT FIXTURE W/HOUSING Z REVEAL MOLDING {- AS SNUG TO STOREFRONT ) 3" TYP. ki , -� ' STRUCTURE AS POSSIBLE I�4 3/4"LAMINATED GLASS •' - BLACK RIGID GLAZING J-MOLD, TYP BLOCK ��' J �D A ? E-CONOLIGHT ONE 5/8" GYP BD CLNG, LEVEL 5, 8 1/4" �� CIRCUIT TRACK W/ PTD IN WHITE RAL 9010 411464.6011 i 11325 PENDANT ADAPTER .x. LIGHT BOX I� 1 JAMES A, AND END CAP, BY OTHER GORING C„"� WHITW FINISHilk(' 1 314"x 4"CLAD FLATHEAD SHEET MTL ,, OREGONiiii FLOATING HEADER DCH4 SCREW . :1 ), (32 � � ` illi SERIES, COLOR RAL �' OFO 8017 CRL 4"TAPERED SHAPE ALUMINUM BREAK —" „�, METAL rMiiiiiirr� DOOR RAIL, POWDER 4"ALUMINUM TUBE, PTD, f Exp.: 10/31/2017 'Nail�I. J COATED, COLOR RAL = No Date Issue 8017 B.O. ENTRY SOFFIT U - y - COLOR RAL $017 9 2 R. _=__ 1A011[ T _ _LEASE LINE _ y ,r_.,__1, 1 -Yif 4111 FASCIA CORNER DETAIL _=__ _\__i kii Scale: Half Actual Size ALUMINUM TUBE_ ALUMINUM TUBE BEYOND LOGO SKIRTING BY OTHERS CRL 4"TAPERED SHAPE 314" LAMINATED GLASS - , 1 Issue Note: DOOR RAIL, POWDER COATED, COLOR RAL 8017 4"ALUMINUM TUBE /" BID/PERMIT SET CRL 4"SQUARE SIDEL1TE / ALIGN RAIL W/ CLADDING, COLOR / 1/8"GAP MAX 04/24/2017 11 L , RAL 8017 ALUMINUM METAL PANEL, MIN 18 pyo ID: Portland `a 4 f GAUGE, POWDER COATED RAL „� FINISH FLOOR ° _C 8017 W/ 2"Z-PANEL CLIP a@8" O.C. Drawn By: WH =cilli v v. m MONARCH H F250 CLIP OR Review By: 11 C7 FINISH FLOOR T.O. FINISH FLOOR I I 1/2" PLYWOOD Piot Date: 04/24/2017 //.'/.rl//.'J_'/////-'/,/.'/.'///.'/-r///,'/.//r/,"/-F/////!///,'/F/r/.'/.//////F///,'f.l///,'/./ir! -. .'Ili .'.rlf l/ ////// r// /.'/= 0.-0"� /,-/ r/rJ//''i/ 'r%/.. r / r / :frxy,:p' -/ r , :/ / �!. r z/ . .v r � / 314" U CHANNEL BLACK r .. r `` t h:,t�.,!`F ';�=`r,. S oet Tine: , REVEAL PER MALL; - .�:- f � � �, 318 THICK CERAII-ltl ��IL-� � • . . . . . . . _ . . . . .•. ..-ti,., F .. - � ,f^, .1." . .'� . . . . . . . . • GUIDELINES) - ir, r.:,4- { ;. '1 ..'� -' Y RECESSED METAL. PROFILE INTERIOR MALI TILES, TO r.i .: 3/ THIN�Z�T°MC:?Ria4R . INTER1bF�MAk I:T}L u``, (3 t E /a°< . +" 'r �'. - j,` ff / //AV.'. /�,'`' !N BRONZED BURNESHED /_ OBTAINi=D FROM MALL };y.} . . . . .. •- - A '/ r 'f..rf 1F�L'�f �, .,�- .fit/ �ie i"r. ,fif' ,�, r � = Y,� .. _ - ., .- . ... . .. _ . .� " : . .11 ,.J}.f. vAl tel:,= ' FINISH - —, / hIry�1ANAGEMENT ',Ay, AC�EN?ENT . . . _ . . - ST4REFRflNT DETAILS �,. q .+i _ :*4'"/...' 17:%.,/-'!. '_,,f t 1.�:.`.. f▪ e' -- 4':4://,--"r � -,/:el. .'ft r _ t...1/24/./- `' , y - .. . . . . 'Y� .....:.. -_ _ .. ... / •(--V- ' r f,. ". . . ? . ARE ONC URFACE-TO RECEIVE FLOOR FINISHr'4,7"1106/44,22.'?/)./;/-77/0.4, ,� .�. ,./ ., ,].' . ,.�' . . . PREP C S _ :':PREPARE CNC SURFACE TO RECEIVE FLOOR FINISH .. .. . .. .. sheet Na. 4' '10 TYPICAL STOREFRONT WINDOW SECTION 411 TYPICAL STOREFRONT WINDOW SECTION STOREFRONT PLAN DETAILS 1�O, Scale: 3" = 1-0" Scale: 3" = 1'-0" 5 Scale: 3" = 1'-0" I 1'-3" EXTRACTABLE BLACK PLEXIGLAS CUBE WITH COFFEE MATT LACQUERED RAL 9005 CAPSULE LAM ADA SHELF, 34" HIGH CAPSULE, INTERNALLY ILLUMINATED, TYP. DRAWER, OPENABLE - MAX., 36" LONG MIN. - -- t Vii^ rm r mptai ' 8 II i i 0 doe tsrown RAL 8017 f "' �. _ �`f - G ST JA ARCHITECTS f ig FaOe!R white pmms c - -- - -- - ----- \\I: _ .. , }_- 4)*N'''Nuir c F et, f 5 1 �. INDIVIDUAL LEI I ER, EACH - _ 'Y _ INTERNALLY ILLUMINATED GOLD MDF DISPLAY, RAL ! i :fie. �... A 1036 FIXED WI WOODEN` ' 3/4" r' ; . { 1 : SCREW TO GLASS TOP - `� EXTRA CLEAR TOUGHENED AND 729 Heinz Avenue, Suite 1 8'-3 3/8" 'N' MONOGRAM LOGO �l�: --._�___._ �� LAMINATED GLASS, 4MM THICK Berkeley, CA 94710 INTERNALLY ILLUMINATED MATT ROSEWOOD VENEER SALES MONITOR 510 1848-0895 -------\\\\ Hs < Li 55 cc) i � 1 / FAX FAX 5101848-0897 r FACE WHITE RAL 9010 w, r t t ` --- ._. W 'N' LETTER BROWN RAL 8017 �' Project:, ' - MIRROR LAMINATE GAP 15M ~'•''� FACE OF CHANNEL T:. .r, `f'�• =' � :� �.�" 10 r .._ ... .. ... • �4', / ' o ra LETTERS: 1. Sign Shop Drawings for all signs, logos and graphics visible from the common area are to be [ - � � TRANSLUCENT WHITE submitted to the Landlord for final approval prior to fabricationhinstallation- CC - V--7. PLEXIGLASS - 2. All signs are subject to City sign permit and Building & Electric permit prior to installation. :_ ., r t CC SIDE OF CHANNEL 3. Signs are to remain on during shopping center business hours. Signs are to be controlled by a < (f) LETTERS: RAL-8017 time clock that is set per mall regulations and must be on a separate circuit from other lighting. FRONT VIEW (DARK BROWN) TOP VIEW 0 gt N A SECTION B ELEVATION 4. Electrical raceways are not to be visible. 0 ,....V N ALL DEVICES AT EACH LOCATION SHALL COMPLY WITH SECTIONS A117.1-309.4, A117.1-707.3 AND A117.1-707.7.2. Li) 5. Signs must comply with all codes and regulations, must bear the U.L. label and must have ❑ = kJ J current sign permits. U.L. label must be in an inconspicuous location. Z POINT OF SALE DEVICES ARE PROVIDED AT CHECK STAND AND SALES AND SERVICE COUNTERS, THEY SHALL COMPLY WITH SECTION A117.1-707.9.1 AND Z 06 CC 6. Exact method of sign installation to be coordinated by GC and sign vendor. All materials and SHALL ALSO COMPLY WITH SECTIONS A117.1-707.2, A117.1-707.3 AND A117.1-707.4 W Q 0 0installation methods to be approved by Architect. I—. CO 0FACADE SIGN el ELEVATION CASHIER DESK WITH ACCESSIBLE SHELF cat J Z A- Scale: 112" = 1'-0" Scale: 3/4" = l'-0" I _ 0 ANCHOR CEILING TRACK TO (E) FRAMING WALL ASSEMBLY AND THROAT2Q — W OR BLOCKING DIM. VARIES. SEE PARTITION �• Q I.� , .` k r ,_ DIM. VAR. 4— SCHEDULE, FINISH SCHEDULE 'q .: ^•_-1.,- .,• , .,.., ..�. ; . r_:., .---Za_ -. '-` :- . r..... A A A9.1 AT SINGLE BRACE FASTEN ANGLE & STRUCTURAL DINGS.,TYP. 09) I I TO BRACE WITH (4) NO 10 SCREWS FINISH PER 0 INTERIOR 0 AT DOUBLE BRACE - FASTEN I ELEVATIONS AND 3"X 3" X 3"ANGLE 2 DOUBLE BRACE TO BOTH ANGLES SCHEDULE FINISH PER ---., 3" FLOOR (20 GAGE MINIMUM). X WITH(B) NO 10 SCREWS THROUGH INTERIOR -~~� THIN SET CERAMIC CO STRUCTURAL FASTENED TO TRACK BRACE AND BOTH ANGLES ELEVATIONS AND TILE OVER W.R. GYP. AND BRACED PER F - BOARD WHERE 0 + + DETAIL AT RIGHT SCHEDULE OCCURS, SEE FINISH 0) BRACING TQ ROOF + F SCHEDULE STRUCTURE ABOVE FOR WALLS TO 10'-0" BRACE WITH 3625137 33 AT 8'-0" _ I 20 GAGE MINIMUM TRACK z -- T T SEALANT . I I r I Consultants: MAXIMUM OC.ALTERNATE i (PER ES REPORT ESR-1042) a P DIRECTION OF BRACES '-' rMECHANICALIPLUMBINGIELEGTRICA! +-- 1—CEILING ALONG LENGTH OF WALL ¢ 112" 3 5/8" METAL STUDS @ WHERE POSSIBLE. --- METAL STUDS, CUT 0O R.O. TYP 8345erson LenexangiDri ve,rSu to 300 16'O.C. U.N.O. 1/2'SHORT FOR g 2 AT SINGLE BRACE-FASTEN 4 71$°TOTAL THICKNESS TYP. - SEE FOR WALLS TO 15'-0"-BRACE �� Lenexa, KS 66214 PLANS AND WALL TYPES FOR EXACT 1/2" DEFLECTION 2 g ANGLE TO TRACK WITH(8) NO — I 0 TEL: 913. 742.5000 SIZES wrTH DOUBLED 3625137-33 FACE OF MTL. ., .... . .., . - AT 8'-0"MAXIMUM OC. 5 5 10 SCREWS O O FRAME AND FACE OF ALTERNATE DIRECTION OF FINISH MATERIALS VARY �� TILE ALIGN WHERE STRUCTURAL ENGINEER BRACES ALONG LENGTH OF a o AT DOUBLE BRACE-FASTEN (2) TILE OCCURS BOTTOM TRACK /'9 (MAXIMUM WEIGHT EQUAL ANGLES TO TRACK WITH (8) NO METAL CAPPING IS PREFERRED TO VINYL CAP. KPFF Consulting Engineers ANCHORED TO SLAB ONE LAYER OF 518"GYPSUM BOARD EACH WALL FASTEN DOUBLED ` V TO 2 LAYERS GYPSUM r �+ OR SUB-FLOOR 10 SCREWS AT EACH ANGLE MITER ALL CORNERS CLEANLY. 1 11 SW 5th Ave #2500 SIDE OF METAL STUD. TAPED FINISHED STUDS TOGETHER WITH NO 8 BOARD EACH SIDE PLUS AFFIX COVE STICK TO THE FLOOR AND WALL. Portland, OR 97204 PER SPECIFICATIONS SCREWS AT 24"MAXIMUM APPLIED FINISHES) PTD. METAL DOOR INSIDE CORNER ARE TYPICALLY CUT AT A 45DEG ANGLE ON THE WALL. FINISHEDl OCCURSE, WHERE CORNERS AND STRAIGHT WALLS ARE ADHERED WITH A GOOD QUALITY ACRYLIC TEL 5D3.227.3251 V VADHESIVE ORA GOOD WAULITY SOLVENT FREE CONTACT CEMENT. 4:-.. N----SEE FINISH SCHEDULE _______ FOR BASE CONDITIONS DOOR, WHERE OCCURS �-- 0 FLOOR TO CEILING PARTITION CI PARTITION TO STRUCTURE - ACROSS PARTITION PARTITION TO STRUCTURE - ACROSS BRACING C-6- TYPICAL INTERIOR DOOR JAMB (HEAD SIMILAR) 7 FLASH COVING - INSIDE CORNER N.T.S. N.T.S. NTS 3" = 1'-0" NTS 8" MAX. OR 1/4 OF THE NOTE: CEILING TO BE 1N COMPLIANCE w NOTE: LENGTH OF THE END WITH IBC STANDARD 25-2 f`li TYP. VERT IF WALLS RUN DIAG. TO CLG. GRID SYSTEM RUNNER, WHICHEVER SHOWN HERE FOR 2x4 SYSTEM, SAMEFROM SPLAY ' r4-, — �~ HANGER RUNNERS,ONE END OF MAIN & CROSS -- WIRES TO WALL 1 [50} FLUORESCENTIGHT FIXTURE WIRE RUNNERS SHALL BE FREE @ A MINIMUM OF IS LEAST, SEE 18/A9.2 . " RULES APPLY FOR 2x2 SYS rall 112" CLEAR OF WALL TiMi � NTERIORFINISH R WALL ANGLE AT PERIMETER, PANEL ASSEMBLY ELEVATIONS AND .NAILS& HORIZ STRUT RUNNER TO BE TYP. I/I/ I --WALL LINE AND SUBSTRUCTURE . SCHEDULE CROSS PLACED @ ENDS OF STRUT W/NAIL HEAD : wir _ )i - BY OTHERS J-BEAD RUNNER TOWARD CENTERLINE OF SPAN OF STRUT 12 GA WIRES @ PERIMETER TYP / —VERT.WIRE . SEE SPECIFICATION FOR EXACT RUNNER& PANEL TYPE FROM SPLAY / 'r >> ., II -II. — ''' / / i- WIRES TO WALL 4�t` ' -,0,0„.14",,....111111111% 8 MAX OR 1/4 8 MAX OR 114 �` ( —TYP. BETWEEN \,' 1- -......... LENGTH OF END LENGTH OF END � 6'-� " MAX- ;� - '%� �� , �, CROSS TEES WOOD DOOR& I " =�� i UNNER- TYP. UNNER-TYP. / ' - FRAME, BY OTHERS . • 1;132. r� ATTACH ALL LIGHT FIXTURES TO CEILING MIN 3 TIGHT )( / AT LIGHT OR GRILL, SEE SCHEDULE FOR `� • I DORMA ED100 GRID TO RESIST A HORIZONTAL FORCE TURNS 1/2 TYP- SEE 20/A9.1 DOOR SIZE �� ------ - ' SWING DOOR D A CEILING GRID EQUAL TO THE WEIGHT OF THE FIXTURE i-' SYSTEM MAIN ,~ OPERATOR RUNNER x - �' t.�� 11325 `,,�) FOUR ADDITIONAL SLACK 12 GA. SAFETY . �1 1/2 MAX / 1 SALES AREA -: .' BACK OF HOUSE WIRE AT OPPOSITE CORNERS OF FIXTURE I �'P I x MAIN RUNNERS JAMES A. NOTE: (BY ELECTRICAL CONTRACTOR) 1/8" PO RIVETS a c Wf HANGER GORING ',-.i Ci- THIS DETAIL APPLIES ONLY TO LIGHT ANCHORED TO STRUCTURE ABOVE-SEE AT RUNNERS, WIRES @ 48" �} te FIXTURES, AIR TERMINALS, AND 13/A9.2 FOR CONNECTION TO STRUCT- �, r, �' '' ` '= O C PAINTED MDF (� NDER P ND .F R CROSS I I (THIS SIDE ONLY) OUTSIDE CORNERS SHOULD BE CUT AND SHAPED FROM A SOLID PIECE OF ALUMINUM OREGON SERVICES U 56 OU S O RUNNERS, AND xIlrwil _-.. CAP. 110", ~�� LIGHT FIXTURES, AIR TERMINALS & NOTE: FILLER STRIP. '// � — WHILE INSTALLING THE OUTSIDE CORNERS, IT MAY BE NECESSARY TO HEAT IN ORDER �` SERVICES WEIGHING 58 LBS. OR MORE SPLAY BRACE PROVIDE SUPPORT PENDENT MTD. LIGHT TWO ADJACENT 4 0 \` MUST BE INDEPENDENTLY SUPPORTED FIXTURES DIRECTLY FROM THE WALLS ONLY — CROSS RUNNER— �' WERE ON 12FT x REINFORCEMENT ~` TO SHAPE THE MATERIAIJ 'C OFO BY NOT LESS THAN 4 TAUT 12 GA. FOR DOOR AS SHOWN 12Fi GRID Z?z, STRUCTURE ABOVE WI HANGER WIRES SEE FINISH TYP. BETWEEN — " � SAFETY WIRES,CAPABLE OF `° OR CABLES PASSING THROUGH EACH HORIZ. STRUT AT MAIN AND ON SHOPDRAWINGS .:._ SUPPORTING 4 TIMES THE WEIGHT OF SCHEDULE FOR MAIN RUNNERS CROSS :'�� Exp-: 10/31/2017 THE UNIT, EACH ATTACHED TO THE PENDANT HANGER &CAPABLE OF CROSS RUNNERS WHERE FIRST �.. . SUPPORTING 4X THE WT. OF THE FIXTURE INTERIOR WALL PARALLEL RUNNER IS OVER 12" NOTE: —RUNNERS ;; U No. Date Issue UNIT &THE STRUCTURE ABOVE FINISH FROM THE WALL SEE 16/A9.2 FOR TYP. HANGER& BRACING WIRE ATTACHMENT. ' LAY-IN DETAIL AT LIGHT FIXTURES LAY-IN AT WALLS GENERIC R.C.P. BRACING PLAN 41111 BOISSERIE DOOR HEAD , FLASH COVING - OUTSIDE CORNER 8 NTS 9 NTS 1 NTS 3" = 1'-0" 1 NTS NO SUPPORT WIRES FOR CEILING GRIDS SYSTEMS ARE TO BE CONNECTED TO ANY OF LANDLORD'S MECHANICAL, ELECTRICAL, PLUMBING OR FIRE PROTECTION PIPING NOTES: EQUIPMENT. 1. PROVIDE TRAPEZE OR OTHER SUPPLEMENTARY SUPPORT MEMBERS 3" I76] AT OBSTRUCTIONS TO MAIN HANGER SPACING. PROVIDE ADDITIONAL / HANGERS, STRUTS, OR BRACES AS REQUIRED AT ALL CEILING BREAKS, SOFFITS, OR DISCONTINUOUS AREAS. HANGER WIRES THAT ARE MORE I MTL STUD FRAMING/ THAN 1 IN 6 OUT OF PLUMB ARE TO HAVE COUNTER SLOPING WIRES. '�=i INSULATION —#12 GA. VERT HANGER FINISH PERI Issue Note: 2- ALL SPLAY BRACE WIRES AND VERTICAL HANGER WIRES TO BE F � l 5/8"USG DU ROCK ANCHORED TO WOOD STRUCTURE ABOVE- �� WIRE AT 4'-0"O.C. a INTERIOR _ > s ` ; ELEVATIONS AND I -- is BRAND CEMENT BOARD BID/PERMIT SET ' ' SCHEDULE ^ MER-KRETE 1/2" DIA. EMT CONDUIT RESIST. STRUT AT • HYDRO-GUARD ONE SPLAY BRACE WIRE, CONNECTED TO _ J-BEAD WOOD FRAMING (MAXIMUM VERTICAL 1.c..r 1 , FRP PANEL WALL FINISH SPAN:24") PANEL ASSEMBLY ' CORNER GUARDS • SPECIFICATION,s,ADHESIVE 04/24f2017 AND SUBSTRUCTURE Pro' ID; ' @ GYP. WALLS, Project NSP PWS BY OTHERS �� EDGEMARLITE F570 ALUM - MlN OF 4 TURNS --PROVIDE 6'CLR. °'€ TYP. - SEE - EDGE TRIM & SEALANT MIN OF 1 TIGHT TYP. ,,., INTERIOR _ BETWEEN WIRE AND 1.4k `_ Drawn By: WH UNBRACED DUCTS, 7 ELEVATIONS r' -`��PIPES, CONDUIT, ETC. . ' — HOMOGENEOUS SHEET Review By: JG 1/2 GA, SPLAY BRACE WIRES — R.O. TYP z VINYL, HEAT WELDED WI linkS 4" HIGH FLASH COVING, Plot Date: 04/24/2017 MAX. 12'-0" EACH WAY AND /� 0" PREPARE SUB FLOOR CJIF WITHIN 6'-0" OF WALL AND AT —J N PER MANUFACTURER'S Sheet Tide: THE EDGE OF VENT. CEILING �� WOOD DOOR& * OFFSETS. NO SPLICES IN litm45 DG. eat ' RECOMMENDATIONS FRAME, BY OTHERS � ,i-- , , v WIRE PERMITTED M . TYP. —3 TIGHT TURNS IN 1 1/2 p�3 t TYP.AT VERT. WIRE • SEE SCHEDULE FOR �""^ DOOR SIZE '*% PAINTED MDI= ! CROSS TEE .� I'f (1 NIS SIDE ONLY) • INTERIOR DETAILS '} - / 12"MIN OF MASTIC TYp TY 45 DEG- MAX. P. —MAIN RUNNER SALES AREA BACK OF HOUSE , "11'"""Nuiliiiiiiimj„. 4 % MER-KRETE Sheet W.: _1, .. HYDRO-GUARD 2000 A9 1 4 TYPICAL LAY-IN HANGING BRACING 1 BOISSERIE DOOR JAMB j �� INTERIOR PARTITION AT WET ROOMS 1NTS 3" = i`-0" Scale: 3" = 1'-0" 1 TILE IN BEIGE COLOR TILE IN DARK OXYDE COLOR MOVEMENT JOINT I _ � f INSTALLED AT: II'`t I 1/3 I 2/3 I W.11 SUBSTRATE CHANGES: iii \'i MATERIAL CHANGES, I c Nst }' AND FLOOR SLOPE MATCH TYPICAL G 1 ' • &STR JA ARCHITECTS CHANGES GROUT JOINT WIDTH ,J(.1?7" ---,„j 729 Heinz Avenue, Suite 1 1/2" SADDLE PORCELAIN TILE THRESHOLDI LEXIBLE SEALANT Berkeley, CA 94710 318"THICK CERAMIC OVER COMPRESSIBLE 510 / 848-0895 TILE ON SETTING BACKER, FLEXIBLE BED AND/OR ALIGN ALIGN SEALANT TO MATCH N FAX 510 / 84$-(}897 BACKERBOARD GROUT COLOR SHEET VINYL ALIGN CARPET TILE , .� ,/ 0 T M Project: IC I � � 'i� , W 2'-5 1/2" 2'-5 1/2" HOMOGENEOUS SHEETNNCONCRETE [748] I I [748] r VINYL FLOATED OVER SUBFLOOR CONCRETE EACH ROW OF THE TILES SLIDES 1/3, THUS -- TILE JOINTS TO ALIGN 4 CO LEVELING COMPOUND AS SUB-FLOOR \—BOND BREAKER TAPE SELF-LEVELING FORMING AN IRREGULAR LAYOUT PATTERN D (y REQ'D TO MAINTAIN 1/2" COMPOUND .. �-yCf. TRANSITION ALUMINUM EDGING c`'v FRONT OF HOUSE TILES PROVIDED BY OWNER ccu,--, FRONT OF HOUSE TILES PROVIDED BY OWNER, L,.1 r N STRIP u�� INSTALLED BY GC .-°k INSTALLED BY GC0 (f) = n SCHLUTER SCHIENE - E N cv o TRANSITION STRIP TILE JOINT TO BE 1 mm(1/32") TILE JOINT TO BE 1mm (1/32") V1 Z Z 0 �c W J I— CO o 41110 TILE / SHEET VINYL (FOH TO BOH) TRANSITION 2 TILE MOVEMENT JOINT 0 FLUSH TRANSITION SHEET VINYL TO CARPETC. TYPICAL BOUTIQUE PORCELAIN TILE PATTERNE—c-- PORCELAIN TILE PATTERN AT TASTING BAR z - Scale: Half Actual Size Scale: Half Actual Size Scale: Half Actual Size Scale: 112" = 1'-0" } Scale: 1/2" = 1'-0" _ I Z (I) W W2 � Q � Q I._ I 1 d INTERNAL FINISH GLOSSMATT HIT TAPE-IN TYPE LINEAR SLOT DIFFUSER 0 I1 TITUS BORDER TYPE 22 Cl) D- L27.35 - 1.0 ADJUSTABLE PARTITION WALL CO 1'-1 3/4" PROJECTOR WHERE OCCURS ��• ,`• WHERE OCCURS, `4 LC? �, SED CEILING FRAMING SUSPENSION SYSTEM 0) �7 e,` �1 L27 HARD PROFILE r PTD. METAL SLOT 1- 1 I PER A9.3/4 �, +� t i ' / - r /1�, - DIFFUSER,TAPE-IN Consultants: ;�- �_ TYPE �s-yI LJ'�a _-``- I i a� x--r �r , ' I J MECHANICALIPLUMBINGfEtECTI;ICAE F \ , / / � DIFFUSER / Henderson Engineers, Inc. ti , t p i`� 1 Y•w, I j r ��I I J-MOLD, TYP. 8345 Lenexa Drive, Suite 300 % 1 I i1.i E-CONOLIGHT ONE CIRCUIT LenexaTEL 9, KS 6 .5 4 ` ' Y TRACK W/ PEN DANT 5 7/$ �` ;, PANTED WHITE Li \ IGHT FIXTURE,THE I I ; I WHITE F N SH END CAPS. I ,y ��i ;r c = GYP.BD CEILING I SUSPENSION PER STRUCTURAL DRAWINGS <� ¢ _. '.. ii :_" tK; ; �� ,. STRUCTURAL ENGINEER / LEAVE VISIBLE I �a_.,�,�, . ::. 6 7/8° 6 7/8" FIXTURE CABLE ONLY THE ROUND GYP. BD.---if KPFF Consulting Engineers HANGER PART SEE ^ PAINTED WHITE / / 1" WOOD FINISH 111 SW 5th Ave #2500 0 [25] Portland, OR 97204 EXTRUSION KNIFE EDGE \\\\-- GYP J-MOLD3/4"PLYWQOD BY OTHER TEL: 543.227.3251 EXTRUSION BY LIGHTINGREINFORCEMENT MANUFACTURER STEEL COVER GYP. BOARD, "NEST' LIGHING PERREVEAL SHOPDPANT D CAPWING, TENER BY OTHER FIXTURE CANOPY BLACK PAINTED WHITE BY OTHERS C6) CEILING COVE @ SALES AREA AND SHOP WINDOW 0 "NEST' FIXTURE CEILING MOUNTING PLATE DETAIL 8 CEILING LINEAR SLOT DIFFUSER - TAPE IN TYPE 9 NON-ELECTRIFIED VISUAL TRACKC CEILING TRANSITION@ ARCADE 10 Scale: 3" = 1'-0" Scale: 3" = 1'-0" Scale: 3" = 1'-0" Scale: Haff Actual Size Scale: 3" = 1'-O" UDIM. VAR. -.I-- WALL ASSEMBLY AND THROAT NOTES: f - DIM. VARIES. SEE PARTITION 1 . TILE INSTALLATION PER TILE COUNCIL OF AMERICA & ANSI. '� SCHEDULE, FINISH SCHEDULE - �' - -- - GYP. BD I\ & SSD,TYP. 2. MORTAR BED SHALL BE MER-KRETE "UNDER-LAY 'M' TWO `' PART SYSTEM. Iiiiii 3. PROVIDE FOAM FILLER IF REQUIRED AROUND PIPE r" `,i .:.::: ", PENETRATION FOR CLOSING LARGE OPENINGS. CERAMIC FLOOR PER CERAMIC FLOOR PER _ DETAIL 5 DETAIL 4 r 4. GC TO LOCATE (E) SLAB REBAR USING NON-DESTRUCTIVE ALIGN - MEANS (I.E. SCANNING). FIELD LOCATE (N) DRAIN 1 '':--y �: METAL DOOR FRAME D A� r r_. PENETRATIONS TO AVOID (E) REBAR. DO NOT CUT, DAMAGE, I >:: PER MANUFACTURER ,q,,10.1:0 yT 0 ALTER, ETC (E) SLAB REBAR WITHOUT WRITTEN APPROVAL I ' //,/, /./ ' ///./../// <= `„. — 1F I f'''. ...... FROM STRUTURAL ENGINEER. I 11325 ■ R.O. JAMES A. '' GORING :•i:- V-• g _ 1_ OREGON Cfr".-- -Tf\---: RECESSED METAL SELF-LEVELING PAINT PER CODE PROFILE IN BRONZED COMPOUND 0 WOOD DOOR BURNISHED FINISH z -'5/.71,, ..„45 OF OVW .. I WOOD AND GLASS DOOR — ssue .1 Date Exp.:10/31/2017 3712017 S ' n y 12 FLUSH TRANSITION FOH TILE @ TASTING BAR -� -- 1 �-. INTERIOR POCKET DOOR HEAD Scale: Haff Actual Size ) Scale: 3" = 1'-0" - GLAZING,W.O. ri f WEEP HOLES /I\ TLE SET OVER MER-KRETE `.) MER-KRETE HYDRO-GUARD ONE LATEX 200 WITH 211 FILLER FLOOR SINK DRAINS BY JR OVER MEMBRANE n , ./ SMITH MODEL#2005(-UDC) O ` • FRP PANEL PER SCHEDULEWI / ` ` CRUSHED OR STONE THINSET MER KRETE 7D10 0 ❑ aa CEMENT BOARD/MOLD RESISTANT SLOPE SLOPE 0 m GP DENS SHIELD BOARD �.,,...�,, ,.. ,�.. .r-- ti. ... rnn.� i �- • - ismNote: Li. 0 ,'!' . — — a _ ; BID/PERMIT SET METAL STUD '• . ;': .' • • • 1 .:. 0 04/24/2017 : MOP SERVICE BASIN I �a� I; ■ m CONCRETE SLAB , I% MER-KRETE HYDRO-GUARD 20100 Project ID: NSP PWS m �~ ' �� FLOOR DRAIN DETAIL Drawn By: WH O 13 s,1 NTS Review By: JG PORCELAIN FLOOR DRAINS FLOOR FINISH OVER MERKRETE �S Plot Date: 04/24/2017 0THINSET MER-KRETE 71010 MODELS#FD237BC2177 LATEX 200 WITH 211 FILLER - - MANUFACTURE 8Y ZURN OVER MEMBRANE GYP. BD MER-KRETE HYDRO GUARD 2000 POLYURETHANE SEALANT } k • -CONCRETE SLAB (MER-KO PUC 1000) THINSET MER.KRETE TD10 Sheet Title: MER-KRETE PNS4O(SELF-ADHERING :::::- 2;:i�' z FLASHING) SLOPE SLOPE II �. INTERIOR DETAILS •� • . ;. -` � � ;�' -• .■ .' . `� � / ` � � � DIM_VAR_ Sheet No.: 12'Mild. ; CONCRETE SLAB AER.KR TE HYDRO-GUARD 2000 MASTIC BENEATH'C'CHANNEL -- i t 1 t) 0 MOP SERVICE BASIN DETAIL 14 FLOOR SINK DETAIL 15 INTERIOR POCKET DOORJAMB NTS Qr) NTS Scale: 3" = 1'-0" �G >1U SP PG1 `4 SI GORi ' fl&STR., JA ARCHITECTS 729 Heinz Avenue, Suite 1 r Berkeley, CA 94710 510 / 848-0895 i t ...-2"-- k FAX 510 1848-0897 , Project LENGTH A5 REQUIRED TO '� TUD FLANGES SUPPORT ITEM � A .- SHALL NOT BECC CUT x W k ,`\ 20ga. MIN. METAL CC STUD Q 6"xl 114"xl6ga. TRACK N N _� CHANNEL NOTCH & 0N N FASTEN TO STUDS WI U) I ,' (3)#12x 1/2"SMS z o � � SHELVES, BASE CABINETS, TALL W QF.""" CO 0 ce STORAGE CABINETS, SLIDING MARKER J z Q BOARD ASSEMBLY n r MOUNT ITEM TO PLATE WITH #12 C. ccI SELF TAPPING SCREWS U.N.O. (f) W Q Q U TYPE A-METAL STUD WALL W a Q 44 ,,....1— /‘30- )P%°\‘46 C cn O GANG CO 0pP V Lf) CL S�0 118 Fr TYP. 00 LO �, , 4 p f � TYP. TYP 1/8"V 2" @ 8" B / 71/8V 1 1/2" Consultants: TYP./18"/1 1/2" EA. END` MECHANICAEIPLUMBINGIELECTRICAL Henderson Engineers, Inc. 0� 8345 Lenexa Drive, Suite 300 \\ , �1 Lenexa, KS 66214 Typ /1/8"V \ 16ga. MIN. METAL TEL: 913. 742.5000 / BLKG. / /�..> STRUCTURAL ENGINEER KPFF Consulting Engineers / USE 16ga. STUD OR 111 SW 5th Ave #2500 .\ DOUBLE 20ga. STUD, Portland, OR 97204 Z STUD FLANGES SHALL 3 NOT BE CUT TEL: 503.227.3251 IN. LENGTH AS \ ' 118"V \TYP. -1 � METAL� BLKG_ REQUIRED TO 0 SUPPORT ITEM 6"x1 1/4"x 16ga. TRACK CHANNEL A ALL NOTES SHOWN TYP. NN\ TRUSS SECTION EACH WAY UNO TRUSS ELEVATION \ 6"xl 114"x16ga. )OPEN-WEB I C TRACK CHANNEL EEL JOISTS STEEL WALL HUNG CABINETS, AND WALL (V.I.F.) HUNG EQUIPMENT, SWING GATE --/— MOUNT ITEM TO PLATE WITH 1/4"0 SECTION SELF-TAPPING SCREWS U.N.O. B { \\<> \--,. TYPE B-METAL STUD WALL Y 1 IgD A C I 1�G }"t'J 13 3254, 4 5 C1 JAMES A. ' S.�VOCTyp4.....,... GORING WRAP WIRE 4 ; COMPLETE TURNS 1 118 CZ. WITHIN FIRST 1 112" 1 ..>> ' c OREGON OF LENGTH, TYP. L... // .„-c..$5r ` ' ' LOCAL KINKS OR y EACH SUSPENSION WIRE SHALL NOT TYPl1/8" V 2"@ 8" A �� OF Q ' BENDS SHALL NOT ! HANG MORE THAN 1:6 (HORIZ.:VERT.) BE MADE IN HANGER OUT OF PLUMB UNLESS A iWIRES ASA MEANS COUNTERSLOPING WIRE OR TYP � Exp_: 10/31/2017 OF LEVELING ', HORIZONTAL BRACING IS PROVIDED /8" D 1 112" EA. END\ No. Date Issue RUNNERS '� SUSPENSION WIRES', l'' 411 .><7 TYP SHOULD NOT PRESS' #12ga. GS WIRE @ 4'-0"x4'-0"o_c. E.W. X118" V 118• V 1 112 TYP. AGAINST DUCTS OR �� " r PIPES TYP. ' SEE "GYP. CEILING SUPPORT DETAIL"FOR TOP �i '\' 16ga. MIN. METAL CONDITION,ADDIONAL NOTES & RESTRICTIONS. ALL 1 I' BLKG. INFO IN THAT DETAIL APPLIES UNO. ( i k USE 16ga. STUD OR 2'-0" MAX. 1 1/ DOUBLE 20ga. STUD, CROSS I i k 7ga.PLATE STUD FLANGES SHALL Issue Note: RUNNER @ + j0. NOT BE CUT 2'-0"o.c. BID/PERMIT SET s /TYP. J�� 16ga. MIN. 'I t i ' 118"V Q ,/,/METAL BLKG. Q4124i2017 • LENGTH AS REQUIRED TO01111110,41114000)- .-ts, , J ' i +-+ I SUPPORT ITEM, 18"MIN. Project ID: NSP PWS �-•r rte. �--R �.r �--►� � Drawn By: WH " , Review By: JG (N) 1-1/2 BLACK IRON \ (N) 18ga (087E125-43 MIN) COLD ROLLED STEEL HAT CHANNEL @ 16"O.C. GYP. CEILING 4"x2"CONT. 16 GA \ Plot Date: 04/24/2017 CHANNEL @ 4'-0"o.c. ANGLE w/#10 SMS @ (S.A.D.) EA STUD, TYP. PLATE Sheet Title: - \/ '\ 1/8"V \TYP . �� USG DRYWALL SUSPENSION ANY AND ALL DEVIATIONS FROM THIS DETAIL SHALL INTERIOR DETAILS TV MOUNTS ___ I-_ SYSTEM MAY BE USED IN LIEU OF BE REVIEWED AND APPROVED BY ARCHITECT AND BLACK IRON/HAT CHANNEL ENGINEER PRIOR TO CONSTRUCTION. MOUNT ITEM TO PLATE WITH 1/4"0 I SECTION #12ga. GALV WIRE SYSTEM SHOWN AT GC OPTION. NON-COMPLIANT WORK WILL BE REJECTED. SELF-TAPPING SCREWS U.N.O. A Sheet No.: MAIN RUNNER HANGER @ 4'-0"o.c. @4'-O"o.c. TYPE C-METAL STUD WALL I• A9 . ..e) 0 SUSPENDED ACOUSTIC PANEL CEILING 4 GYP. CEILING SUPPORT DETAIL �� TYPICAL STUD BACKING TYPES Scale: 1" = V-0" Scale: 1 = 1 -0 NTS SHEAR WALLS WALL OPENING SCHEDULE STUDS ON .` �� LIGHT GAUGE METAL FASTENING - TOP OF MORE THAN ONE VERTICAL PANEL IN HEADER • HEIGHT SHALL OPENING • `# - ______,„.• MEMBER WIDTH DBL STUDS MEMBER FASTENERS STAGGERED N WIDTH SPLICE HEADER POST/JAMB CONNECTIONS I S T RA J A ARCHITECTS BEND WEB Gi' W/448 CONNECTION (MAXIMUM) : , & SCREWS, SCREWS OR BOLTS POWER DRIVEN FASTENERS C STUDS @ 16" . ! TYP TOP& / O.C- (U.0.N.) II I I I I I I I •I IYI 1-I1 �I ! 318"O EXP.ANCHOR @ DOME HEAD 0.145" SHANK @ 12"o.c. '11 I I I I I I . • I 1 L \H 3-4" 2-4" STUDS&TRACKS 1-16GA STUD 4 #10EA.SIDE BOTTOMTRACKTOCONCRETESLAB I II I • I . •i729 HeinzAvenue, Suite 1 / EXTENDED WEB TO 32"o.c. MIN 2 112" EMBED MIN 1 1/2" EMBED. I EDGE SCREWS I I I I I i1 I 6.-4" 2-6" STUDS&TRACKS 2-16 GA STUDS fi #10 EA.SIDE JAMB STUDS W18_#8 I 1 I I 1 I • _ _ Berkeley, CA 94710 SCREWS EA SIDE STUD TO BOTTOM TRACK #12 LOW PROFILE HEADSHEATHING JOIN --O.1 I'_1 [71 I -7 �_7 �.-1 k C STUDS N/A TO BE CENTERED I I I I • I I AS NOTED 12'-0" 2-10"STUDS&TRACKS 4-16 GA STUDS 8 #10 EA. SIDE 510 / 848-0895 I C>' T, T 1 -C �!--� SCREW EACH SIDE ON C STUDS I.I I.I 1 I FAX 510 / 848-0897 'Jr I ~� I ' .I .j i SCHEDULEPER TOP &BOT. COPE HEADER �, Y. STUD TO STUD(BACK TO BACK) (2)#12 LOW PROFILE HEAD N/A FLAT STRAP BLKING� 1 ' I I 1 STUDS AT JAMB SCREW @ 1&"o.c. CENTER ON II I,I I, I 1 • I TRACK NOT SHOWN HORIZ. JOINT •II I I I 1 FOR CLARITY T T + j ' I , IF OCCURS II I I.I 1 I, •a •I•] A A + TOP TRACK OF FLOOR MOUNTED PARTITION (2)#12 LOW PROFILE HEAD SCREW @ N/A I F -- ' ! k 1 TO UNDERSIDE OF ATTACHMENT PLATE OR 32'o.c- (OR AT EACH PLATE INDICATED FIELD I I I I I I i I . II SEE SCHED. I. .r-1.r- . • i• ..-1 r B 6008162-54 ii I I EA SIDE BEND WEB WI METAL DECK W/0 CONCRETE FILL IN DET 7/S5.1 SCREW I I I I I. 1 JI ABOVE 1- q=q @6" O-C. 11 I 1 1 II UJ 4 #8 SCREWS U.O.N. I .I I.I 1 I'1 11 S f PLAN VIEW It 600T150-54 TOP&BOTT TRACK ` 1 " 2"°r724" I I • I I 1 11 II W1#8 SCREWS @ 6"o.c.TO EA 118"/ 2"@24" TOP TRACK OF SUSPENDED PARTITION OR (2)#12 LOW PROFILE HEAD BOUNDARY/ EDGE -�• 'I I I• I I I al Q Cr) 6005162-54 FLANGE AND#8 NOT ALLOWED - I I I I I i 1 I I 11 DOUBLE JAMB L. B I`�� SCREWS54 L 12GE TO EA SOFFIT TO UNDERSIDE OF ATTACHMENT SCREW @ 16"o.c. NAILING + + -i•I I,+ I'. II. PLATE OR METAL DECK W10 CONCRETE FILL. SEE PLAN FOR `, � SEE ( TRACKS 0 d 600S162-54 WEB + STUD / STUDS."--vTOP&BOTTOM 41. N BOUNDARY STUD/ i ; HOLDOWN SIZE WHERE SEE SHEAR WALL I,'f1 t• ADD 600S162-54 OCCURS. SCHEDULE DETAIL FOR SCHEDULE CI 2 STUD TOP TRACK OR ATTACHMENT PLATE OF N/A DOME HEAD 0.145" SHANK @ 16"o.c. SILL TRACK PER SCHED. EDGE SCREW SIZE & SPACING OF •-'1,-N.- I—"—I Z FLOOR MOUNTED PARTITION TO STEEL MIN 3/8" EMBED. ANCHORS BBB O 06 CC BEAM W Q I"'- 0 SIDE VIEW SECTION BUILT-UP HEADER DETAIL0 FASTENING SCHEDULE C3) TYP. METAL SHEAR WALL ELEVATION 4 HEADER DETAIL AND SCHEDULE Ce , Z 1-- 1 Scale: 1" = 1`-0" Scale: 1" = 1'-0" Scale: 1" = 1'-0" Scale: 1" = 11-0" a _ = Z + 2(fii 1 1 0 Cn W CRIPPLE STUD 318" CLR. TYP J 14GA. PL4 k6 W ILALTERNATE: O �5' r� "', TYP. WALL FRAMING SCHEDULE cn SCREWS BOTH SIDES OF TOP TRACK PROVIDE 2-#10 LINTEL B J SCREWS IN LIEU STEEL JOIST i.LINTEL, SEE SCHED. OF WELD ih JOIST �� L0 BOTH 31A9.4 ) FLAT STRAP I I --�1 --- II 1 + + 2_13---- 1 SIDES/ 6" -� I } BLOCKING (IF I'I II' LO + + 41#2" MIN. 41#2" MIN. REDD)D) \� I I II II0) VIEW A-A J 9" MAX. / f( 9" MAX. I I II I x + + .0• ® 1( Ir j I J.I 1. II.I I A_A OPENING WIDTH LINTEL HEADER OR SILL JAMB STUDS + , • x I I FIELD •OR 11 I I',I `� ,I' 18 GA. TRACK Q� I k I INTERMEDIATE . II II.I I 1 I Consultants: 'Y Y � TOP TRACK e • • �� e �r ® � SCREWS �I -- •-ii A I-• LESS THAN 4'-0" TWO 8"-18 GA WC 1-18 GA. TRACK 2-18 GA. WG STUDS A A ;A-a' •,1 u I II • I I I'i MECHANICAL►PLUMBINGIELECTRICAL } EDGE SCREWS I 1 II IL I I I 11 4'-1"TO 6'-0" TWO 8"-18 GA. WC 1-18 GA. TRACK 2-18 GA. WC STUDS Henderson Engineers, inc. \4r 1 #8 SCREWS @ 8"o.c. SPLICE 11 II I I II I + BOTH SIDES.TYP. --�-- 1-18 GA. TRACK+ 1-18 Lene834xa, Lenexa Drive, Suite 300 '" B WELDING ALTERNATE �- .— 16GA.2"x3"BENT P W/L ) I .I I 1.1 11. GA WC STUD Lenexa, KS 8521 4 11 6'-1"TO 8'-0" TWO 8"-14 GA WC 3-18 GA. WC STUDS TEL: 913.742.5000 SIM.TO NESTED HEADER IT 4`x8' •T&G PLYWOODAINII I. I 4-#12 SCREWS EA. END WHERE OPENING OCCURS IN BOTTOM � I I II •I I I I II .- _. HEADER, SEE SCHED.8/A9.4 SHEETS WITH FACE WELDING OF HEADER TRACK MORE THAN 113 WIDTH OF TRACK, 1, I I IF I I•I II ANCHOR BOLTS SHALL BE PLACED EACH GRAIN PERPENDICULAR F.---1G•I-- -•--I:t---- L. ---♦I' - 8'_1"TO 10'-0" TWO 8"-14 GA WC 1-18 GA. TRACK + 1-18 3-18 GA. WC STUDS STRUCTURAL ENGINEER 1" @i2"o.c. TO JOISTS, U.O.N. PLACE I, = -�1 r �_�I ---� r'--- --�I r--- GA. WC STUD KPFF Consulting Engineers SIDE OF CUT. I I 11'I 11'l i II' 1 CRIPPLE STUD FIT TIGHT AT TOP HEADER, SEE SCHED. PROVIDE A MIN. OF 2 ANCHOR BOLTS PER INA STAGGERED JOINT 11 I I II 111 SW 5th Ave #2500 i PATTERN,TYP. U.O.N. t-a 11• p I A • A 11 II• Portland, OR 97204 1-16 GA. TRACK+ 1-16 A9.4/8 )C PIECE I II I I 11 10'4'TO 12-0" TWO 8"-14 GA WC GA WC STUD 4-18 GA. WC STUDS TEL: 503.227.3251 NOTE: FOR INTERCONNECTION OFHEADER, SEE NJ 1"r@12"o.c. I• II• ' 1• II. MULTIPLE STUDS SCHED.A9.4/8 BOUNDARY SCREWS. I I II II I I 11 I II (SAME AS EDGEH II I 11.1 III II, II. SINGLE TRACK CONDITION NESTED CONDITION SCREWS, U.O.N.) _1 I, __JI �__ _�I L___J i___ _ __I I_ _II II VIEW B-B 0 TYP. LINTEL & HEADER DETAIL 1-�\ TYPICAL ANCHOR BOLT LAYOUT IN BOTTOM TRACK 7 DIAPHRAGM FASTENING DETAIL 8 TYP. WALL FRAMING SCHEDULE • N.T.S. Scale: 1 112" = 1'-0" Scale: 1" = 1'-0" Scale: 1" = 11-0" 0 FLAT STRAP REQ'D IF NO • SHEATHING PROVIDED ALIGN JOIST OVER STUDS BELOW - LINTEL,TYP. - TOP TRACK SPLICE POST/JAMB HEADER,TYP. TOP TRACK PROVIDE BRIDGING @ 4'-0"o.c. MAX.1:4Q1 ANCHOR PER SCHEDULE VERTICAL \1 1 1 1 1 1 1 1 1 1 1 PROVIDE BLOCKINGN. BETWEEN FIRST LAST 2 ' ANCHOR PER SCHEDULE \ II II �� .. SPACES / AT SHEAR WALLS, PROVIDE BLOCKING!N - + _• / @ALL PLYWOOD JOINTS, SEE 191A9.3 `\ \ -BOTTOM TRACK LIEU OF BRIDGING. PROVIDE BLOCKING r441( SILL, SEE 8/A9.4 DEL STUDS AT OPENINGS WIDER THAN 4t Iti ' 0" JAMB STUDS D 1-•8"FLAT STRAP, NOTCHED ^� � / � 11325 �i '� CHANNEL OR X-BRIDGING, MATCH il 18 GA. BOTTOM TRACK • }" ia* :.> ' ��, > i GAGE OF STUD, ATTACH TO EA. / e; J. / /// ; `� f DAMES A. N� * JOIST W/#8 SCREW �� . �+ 6"-18 GA WC STUDS @ 16"c.c., TYP. U.O.N. -- .x GORING ,� ` / 112"GROUT UNDER BOTTOM OF i� / �. 1 TRACK @ALL BEARING & OREGON • �� ANCHOR BRIDGING TO / / / SHEAR WALLS BLOCKING W/MIN.4-#8 � Jj, SCREWS EACH SIDE //Y/ �� 0.170 0 POWDER ACTUATED(P.A.)FASTENERS W/ r` 9 II NOTE:, MIN, EMBED. OF 1 rr,s" @ 16"o.c. 'r 0 169 PROVIDE CONTINUOUS BRIDGING ALONG FULL LENGTH AT LOCATIONS FOR AT SHEAR WALLS, PROVIDE 518"0 ANCHOR BOLTS /i �J CURB CONDITION WHERE OCCURS OF 0 • ALL SUPPORTS, SHEATHING JOINTS, OR @ 4'-0"o.c. MAX. ANCHORS MUST @ 4'-0"Q.C. IN LIEU OF P.A. FASTENERS 4"TYP BE APPROVED BY Exp.: 10/31!2017 / TENANT IL Date Issue COORDINATOR 9 OPENING IN JOISTS/RAFTERS 10 JOIST AND RAFTER BRIDGING 410 TYPICAL JAMB/POST ANCHOR DETAIL 12 TYPICAL LOAD BEARING METAL STUD WALL FRAMING AND OPENING ELEVATION Scale: 1" = 1`-0" Scale: 1" = 1' 0" Scale: 3" = 1'-0" Scale: 1" = 1'-0" .L OPENINGS O REINFORCEMENT I ��J CENTERED L Irk I 2 ROWS#8 SCREWS IN WEB REQUIRED FOR °� PENETRATIONS WITH A 12"o.c.STAGGERED Ai', F �� DIAIu1ET OR LESS THAN ORREFER TO SHEET A9.2 FOR FRAMING GENERAL SECOND BLOCK AS EXQCEPT AS NOTED TER HORIZONTAL BRACING. / NOTES 16 GA COMPENSATION t REQUIRED AT END OF . BELOW REQUIRED WHERE STUD TRACK TO STRUCTURE knee Note: WALLS 16 GA BOTTOM ABOVE. FOR CONNECTION •<:.; }. HEIGHTS EXCEED 12'-6" (FOR 16 GATRACOVER 5-0" MAX ,, SEE WSCREWSBLOCKING U + 3 518"x20 GA STUDS AT 16"oc HEADER BID PERMIT SET 2Ro s#B@ f \ ��^ X BID/ PERMIT STAGGERED #8 DRYWALL SCREWS @ EA. STUD NOP . 6"o.c. @ EA. STUD Aja + ' i r , ////f/A///////////////z///////////// //////////J// ,97://////IIl1l1!/./ ///////!//!1-.///1U///..7 i ',A ' 16 GA TOP RUNNER 04/24/2017 r / x C•P r TRACK CORNER FRAMING r { fi O'ENING 20 GA STUDS @ 16'o.c.TYP. \ Project Io- NSP_PWS r r r ..**-1-\\\ CENTERED INU.O.N. _'\ WEB = = Drawn By: WH 2 ROWS#8 SCREWS @ yr I .CL HEADER SEE SCHEDULE Review By: JG 12"o.c. STAGGERED r 118"FLAT STRAPS, NOTCHED DET A9-418 • CHANNEL OR#8 DRYWALL SCREWS MATCH GAGE OF SITUD, `- 1 j Plot Date: 04/2412017 @ / MAX. DIAMETER-B JOIST OR STUD DEPTH. PLATE FULL WIDTH BY 3x STUD BRIDGING, USE _• Sheet Title: 6"o.c. @ EACH STUD #8 SCREWS @ EA. SIDE, LAP SPLICE STRAPS DIAMETER OF PENETRATION MIN. 1/112"x16 GA COLD ROLLED XL 12"o.c. MINIMUM 12". " I- ' "i BACKING MATCH GAGE OF PLATE TO STUD OR CHANNEL A 4'-0 oc VERT. �I JOIST,W/#8 SCREWS4"o.c. 4 / \ ,•• PLATE SEE 40 _ 0 LOCATE BLOCKING @ LAST 2 SPACES AT @ °� CLIP TO EA STUD •y € �� 'III _ I g.85 2EWS EACH END OF WALL,ADJACENT TO EDGES OF PLATE. r, — • – STUDS JOISTS OR RAFTERS ~` 16 GA BOTTOM RUNNER INTERIOR DETAILS ��/J OPENING,AT STRAP LAPS AND @ 16'-0"o.c. S U S ),/ TRACK V MAX. :::,. \ v� v-.... Ns. NN, N.. ",..N. NV. NNN. X\.".• "NN, 1,, \\ \\NN. "\\NN, N\ N.N.\�N\��N.N��\\\\NN.\\ \\N.\ N.\\\ \\\, NOTES : } NOTE : 1. FLANGES SHALL NOT BE NOTCHED OR CUT. 16 GA TOP SILL TRACK 10 _/ I ii i i i L PROVIDE WALL BRIDGING @ SHEATHING JOINTS OR 4'-0"o.c. MAX. @ ALL WALLS WHEN PROPER OPENING WIDTH, SHEATHING IS ATTACHED TO EACH FLANGE OF STUDS.WHEN SHEATHING IS NOT PROVIDED ON • 2.CAPACITY VERIFICATION BY STRUCTURAL ENGINEER IS REQ'D. FOR ANY SEE SCHEDULE Sheet No.: BOTH SIDES, PROVIDE ADDITIONAL BRIDGING IN ACCORDANCE WITH THE STUD MANUFACTURER. OPENINGS LOCATED AT CONCENTRATED LOADS OR BEARING ENDS. /t�) 4INTERSECTION FRAMING WALL FRAMING (----- WALL BRIDGING 7 JOIST, STUD OR RAFTER WEB --- TYPICAL NON-LOAD BEARING METAL STUD WALL FRAMING AND OPENING ELEVATION O Scale: 1" = 1'-0" X14) Scale: 1" = 1'-0" X15) Scale: 1" = 1'-0" Q6_,} Scale: 1" = 1'-0" I + I I Iii _ _ G E ' i ,�&ST4JA ARCHITECTS GENERAL STRUCTURAL NOTES \ ..�. DRAWING I SO SO. 1 D RAS I N G INDEX AB 8 R EV I AT I O N SAND NOTES STRUCTURAL DRAWINGS ARE A PORTION THE CONTRACT DOCUMENTS AND ARE INTENDED TO BE USED WITH CONCRETE ACCESSORIES: 729 Heinz Avenue, Suite 1 y ARCHITECTURAL,MECHANICAL,AND ELECTRICAL DRAWINGS.THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE POST INSTALLED ANCHORS SHALL BE OF THE TYPE AND PRODUCT SPECIFIED ON THE DRAWINGS ORAS FOLLOWS: Berkeley, CA 94710 REQUIREMENTS FROM THESE DRAWINGS INTO THEIR SHOP DRAWINGS AND WORK. 510 Y 84 SO.2 SPECIAL INSPECTIONS FAX518-0895 FAX 51 0 1 848-0897 THESE GENERAL NOTES SUPPLEMENT THE PROJECT SPECIFICATIONS.NOTES AND DETAILS ON THE STRUCTURAL POST INSTALLED CONCRETE ANCHORS S2. 1 STOREFRONT F RAM I N G PLAN DRAWINGS SHALL TAKE PRECEDENCE OVER THE GENERAL NOTES AND TYPICAL DETAILS.WHERE NO DETAILS ARE GIVEN, TYPE APPROVED ANCHORS CONSTRUCTION SHALL BE AS SHOWN FOR SIMILAR WORK, Project: CM EXPANSION HILTI KW1K BOLT TZ(ICC ESR-1917) S3. 1 STOREFRONT SECTION CODE REQUIREMENTS: CONCRETE SCREW HILTI KWIK HUS-EZ(ICC ESR-3027) ''" S/� . 1 DETAILS CONFORM TO THE 2014 OREGON STRUCTURAL SPECIALTY GODS(GSSG), BASED ON THE 2012 INTERNATIONAL BUILDING EPDXY ADHESIVE HILTI HIT-HY 200(ICC ESR-3187) w CODE{IBC). < ALL ANCHORS SHALL BE INSTALLED IN STRICT CONFORMANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND 1n N TEMPORARY CONDITIONS: PRODUCT EVALUATION REPORTS. EMBEDMENTS SPECIFIED ON DRAWINGS ARE"EFFECTIVE"EMBEDMENTS. REFERENCE Or r-- N MANUFACTURER LITERATURE FOR CORRESPONDING ACTUAL EMBEDMENT DEPTHS. CD (f) _L /I THE STRUCTURE IS DESIGNED TO FUNCTION AS A UNIT UPON COMPLETION.THE CONTRACTOR IS RESPONSIBLE FOR ( Q CD FURNISHING ALL TEMPORARY BRACING AND/OR SUPPORT THAT MAY BE REQUIRED AS THE RESULT OF THE CONTRACTOR'S REQUESTS FOR ANCHOR SUBSTITUTIONS SHALL BE SUBMITTED TO THE EOR IN WRITING ALONG WITH EVIDENCE OF EQUAL Z z CONSTRUCTION METHODS AND/OR SEQUENCES. OR GREATER CAPACITY TO THE SPECIFIED CONNECTION. DO NOT CUT REINFORCING IN NEW OR EXISTING CONCRETE DURING INSTALLATION. < , f- 0 CONTRACTOR'S CONSTRUCTION AND/OR ERECTION SEQUENCES SHALL RECOGNIZE AND CONSIDER THE EFFECTS OF CZ H 0 r- THERMAL MOVEMENTS OF STRUCTURAL ELEMENTS DURING THE CONSTRUCTION PERIOD. INSTALLATION OF ADHESIVE ANCHORS HORIZONTALLY OR UPWARDLY INCLINED SHALL BE PERFORMED BY A CERTIFIED Z _L n ADHESIVE ANCHOR INSTALLER AS CERTIFIED THROUGH ACI/CRSI AND IN ACCORDANCE WITH ACI 318-11 SECTION D.9.2.2. O Cr PROOF OF CURRENT CERTIFICATION SHALL BE SUBMITTED TO THE EOR PRIOR TO INSTALLATION. ( O : = W z `� EXISTING CONDITIONS: STRUCTURAL STEEL: Cf) U ABBE EVIATIONS r ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS SHALL BE FIELD VERIFIED.THE CONTRACTOR SHALL NOTIFY THE STRUCTURAL STEEL SHALL BE: Q < — A.B. ANCHOR BOLT FLR. FLOOR P/C PRECAST ARCHITECT OF ANY SIGNIFICANT DISCREPANCIES FROM CONDITIONS SHOWN ON THE DRAWINGS. er. n • ACI AMERICAN CONCRETE FT. FOOT PCF POUNDS PER CUBIC FOOT INSTITUTE FTG. FOOTING PL PLATE DESIGN CRITERIA: STRUCTURAL STEEL I_ ADD'L, ADDITIONAL DESIGN WAS BASED ON THE STRENGTH AND DEFLECTION CRITERIA OF THE OSSC. IN ADDITION TO THE DEAD LOADS,THE MATERIAL GRADE SHAPE GA. GAUGE P.P. PARTIAL PENETRATION FOLLOWING LOADS AND ALLOWABLES WERE USED FOR DESIGN,WITH LIVE LOADS(LL.)REDUCED PER OSSC: LO AESS ARCHITECTURAL EXPOSED GALV. GALVANIZED PSI POUNDS PER SQUARE INCH ASTM A36 CHANNELS,PLATES AND ANGLES, EXCEPT AS NOTED STRUCTURAL STEELCO AMERICAN INSTITUTE OF GL GLULAM PIT POST-TENSIONED DESIGN CRITERIA ASTM A500,GRADE B(FY=46KSI) HOLLOW STRUCTURAL SECTIONS(TUBES) L0) AISC STEEL CONSTRUCTION c HORIZ. HORIZONTAL P.T. PRESSURE TREATED GRAVITY SYSTEM CRITERIA HOLLOW STRUCTURAL PVC POLYVINYL CHLORIDE DESIGN, FABRICATION,AND ERECTION SHALL BE IN ACCORDANCE WITH THE"AISC SPECIFICATION FOR THE DESIGN, Consultants: ALT. ALTERNATE HSS SECTION FLOOR LIVE LOADS: I UNIFORM LOAD - I CONCENTRATED LOAD FABRICATION,AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS"WITH"COMMENTARY"AND THE"CODE OF R, RAD, RADIUS ALUM. ALUMINUM ASSEMBLY AREAS, RETAIL 100 PSF L.L. 2,000 LBS. STANDARD PRACTICE",WITH EXCEPTIONS NOTED IN SPECIFICATIONS. __ INTERNATIONAL BUILDING IBC RESEARCH COUNCIL ON1 APA AMERICAN PLYWOOD CODE RCSC STRUCTURAL CONNECTIONS ASSOCIATION INTERNATIONAL CONFERENCE VERTICAL TI N OR L/360 WHICHEVER IS LESS LONG TERM DEAD LOAD PLUS LIVE LOAD;0.375" BOLTS SHALL CONFORM TO THE ASTM AND RCSC SPECIFICATIONS FOR JOINTS USING A325 OR A490 HIGH STRENGTH _� ICBG OF BUILDING OFFICIALS REF. REFERENCE FLOOR DEFLECTION 0.75" BOLTS. BOLTS SHALL BE SNUG-TIGHT UNLESS NOTED OTHERWISE. ARCH. ARCHITECT (CLADDING DESIGN) OR L/600 WHICHEVER IS LESS AT BRICK VENEER SUPPORTS AMERICAN SOCIETY OF CIVIL ICC INTERNATIONAL CODE RET. RETURN ASCE COUNCIL VERTICAL FLOOR DEFLECTION L/360 LIVE LOAD PER OSSC TABLE 1604.3 111 SW Fifth Ave.,Suite 2500 - ENGINEERS REINF. REINFORCING (INTERIOR) WELDING SHALL CONFORM TO THE AWS CODES FOR ARC AND GAS WELDING IN BUILDING CONSTRUCTION,WELDING SHALL Portland,OR 97204 AMERICAN SOCIETY FOR I.D. INSIDE DIAMETERBE PERFORMED IN ACCORDANCE WITH A WELDED PROCEDURE SPECIFICATION (WPS)AS REQUIRED IN AWS D1.1 AND O:503.227.3251 ASTM REQ'D. REQUIRED NOTES: 1. LIVE LOADS REDUCED PER OSSC. APPROVED BY THE STRUCTURAL ENGINEER.THE WPS VARIABLES SHALL BE WITHIN THE PARAMETERS ESTABLISHED BY F:503.227.7980 TESTING AND MATERIALS IN. INCH - REQ'MTS. REQUIREMENTS 2. MEMBER DESIGNED FOR MORE CRITICAL OF UNIFORM OR CONCENTRATED THE FILLER-METAL MANUFACTURER. www.kpff.com AWS AMERICAN WELDING SOCIETY INT. INTERIOR LOAD. SCHED. SCHEDULE BLDG. BUILDING K KIPS WIND CRITERIA S.G. SLIP CRITICAL FOR COMPLETE JOINT PENETRATION WELDS ASSOCIATED WITH MEMBER SPLICES AND CONNECTIONS NOT PART OF THE BOT. BOTTOM KSF KIPS PER SQUARE FOOT ' SFRS,WELDS SHALL BE MADE WITH FILLER METAL THAT HAS A MINIMUM CVN TOUGHNESS OF 20 FT-LBS AT 40 DEGREES F. BUCKLING RESTRAINED SIM. SIMILAR INTERNAL PRESSURE I 5 PSF BRBF BRACED FRAME KSI KIPS PER SQUARE INCH SEISMIC LOAD RESISTING SEISMIC CRITERIA LBS. POUND SLRS SYSTEM WELDS SHALL BE MADE USING E70XX ELECTRODES AND SHALL BE 3/16"MINIMUM, UNLESS OTHERWISE NOTED. WELDING C.G. CENTER OF GRAVITY RISK CATEGORY II SHALL BE BY AWS CERTIFIED WELDERS. • ± C.I.P. CAST IN PLACE L.L. LIVE LOAD S.O.G. SLAB ON GRADE C.J. CONTROL JOINT LLH LONG LEG HORIZONTAL SPEC. SPECIFICATION SEISMIC DESIGN CATEGORY 0 LLV LONG LEG VERTICAL SQ. SQUARE COMPLETE JOINT SITE CLASS D(ASSUMED) PROVIDE WEEP HOLES AT EXTERIOR CLOSED SECTIONS WHERE MOISTURE MAY ACCUMULATE. C.J.P. SS STAINLESS STEEL IMPORTANCE FACTOR IE=1.0 LIGHT GAUGE METAL FRAMING: PENETRATION LOC. LOCATION CL CENTERLINE STEEL STUD MCE SPECTRAL ACCELERATION Ss=0.98 S1 =0.43 METAL STUDS SHALL BE C-STUDS WITH A MINIMUM YIELD STRENGTH OF 33,000 PSI FOR 33 AND 43 MIL AND 50,000 PSI FOR LONG. LONGITUDINAL SSMA MANUFACTURERS SITE COEFFICIENT Fa= 1.11 Fv= 1.58 54,68 AND 97 MIL THICKNESSES. GAUGE PLATE AND STRAPS SHALL HAVE A MINIMUM YIELD STRENGTH OF 30,000 PSI FOR 33 AND 43 MIL AND 50,000 PSI FOR 54,68 AND 97 MIL THICKNESSES. LIGHT GAUGE FRAMING SHALL BE OF THE SIZE,GAUGE, CLR. CLEAR LVF LOW VELOCITY FASTENER ASSOCIATION CMU CONCRETE MASONRY UNIT ESIGN SPECTRAL ACCELERATION SDS =0.72 SDI =0.45 AND SPACING SHOWN ON THE DRAWINGS. • MAX.. MAXIMUM STD. STANDARD COL. COLUMN METAL BUILDING STRUCT. STRUCTURAL SPECIAL INSPECTION: THE AMERICAN IRON AND STEEL INSTITUTE AND STEEL STUD MANUFACTURES ASSOCIATION(SSMA)STANDARDS ARE USED CONC. CONCRETE MBMA MANUFACTURERS IN THIS PACKAGE. PRODUCTS USED SHALL MEET OR EXCEED AISI STANDARDS AND ARE DESIGNATED BY: ASSOCIATION SYM. SYMMETRICAL SPECIAL INSPECTION WILL BE PROVIDED BY THE OWNER BASED ON THE REQUIREMENTS OF THE OSSC AS SUMMARIZED IN • CONN. CONNECTION MECH. MECHANICAL THRU THROUGH THE SPECIAL INSPECTION AND TESTING PROGRAM ON SHEET S0.2.CONTRACTOR SHALL PROVIDE SUFFICIENT NOTICE AND CONST. CONSTRUCTION T&G TONGUE AND GROOVE ACCESS FOR THE SPECIAL INSPECTOR TO PERFORM THESE INSPECTIONS. 362 S 162 - 33 MFR. MANUFACTURER CONT. CONTINUOUS MIN. MINIMUM TJ TRUSS JOIST WEB SIZE ---'"ter ~''� THICKNESS(MILS) �il�t�ru;�►� db BAR DIAMETER TRANS. TRANSVERSE SUBMITTALS: ,`tit�ED PRt?�F�9 MISC. MISCELLANEOUS ��, G /may DBA DEFORMED BAR ANCHOR TS LIGHT GAUGE TUBE STEEL SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO FABRICATION AND CONSTRUCTION OF ALL MEMBER TYPE FLANGE SIZE is• ` �� .� p - MPH MILES PER HOUR STRUCTURAL ITEMS, INCLUDING THE FOLLOWING: DET. DETAIL MT MAGNETIC PARTICLE TESTING TYP- TYPICAL SUBMITTALS "'�� DIA.,0 DIAMETER (N) NEW U.N.O. UNLESS NOTED OTHERWISE PROVIDE BRIDGING ADEQUATE TO DEVELOP THE FULL MOMENT CAPACITY OF STUDS IN CONFORMANCE WITH THE STEEL REG+I DIAG. DIAGONAL ITEM SUBMITTAL(1,4) DEFERRED COMMENTS STUD MANUFACTURERS ASSOCIATION'S(SSMA)RECOMMENDATIONS. N.I.C. NOT IN CONTRACT UT ULTRASONIC TESTING SUBMITTAL(2,4) 4.' �S BRADL`t Mpy D.L. DEAD LOAD NOM. NOMINAL VERT. VERTICAL STRUCTURAL STEEL X ALL FIELD CUTTING OF STUDS MUST BE BY SAWING,SHEARING, OR PLASMA CUTTING. OTHER CUTTING METHODS OF DWG, DRAWING NO. NUMBER V.I.F. VERIFY IN FIELD STEEL WELDING PROCEDURES X COLD-FORMED MEMBERS ARE UNACCEPTABLE. 1 MIES 12-31-18 I ELEC. ELECTRICALN.T.S. NOT TO SCALE w/ WITH Na. Date Issue EL. ELEVATION a.c. ON CENTER WF WIDE FLANGE GLAZING SYSTEMS X NO NOTCHING OR COPING OF STUDS IS ALLOWED, UNLESS NOTED OTHERWISE. EQ. EQUAL O.D. OUTSIDE DIAMETER w/o WITHOUT EXIST., EXISTING OPP. OPPOSITE W.P. WORK POINT FOOTNOTES: ENDS OF AXIAL LOAD BEARING WALL STUDS SHALL HAVE SQUARE END CUTS AND SHALL BE SEATED TIGHT AGAINST THE (E) WELDING PROCEDURE TRACKS WITH A MAXIMUM GAP TOLERANCE OF 1/8"BETWEEN THE STUD AND TRACK. FOR STUDS WITH A MATERIAL I EXP. EXPANSION OWJ OPEN WEB JOIST WPS SPECIFICATION THICKNESS OF 68 MIL AND GREATER,THE MAXIMUM GAP TOLERANCE IS REDUCED TO 1/16". POWDER ACTUATED 1. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO FABRICATION AND CONSTRUCTION OF EXT. EXTERIOR PAF FASTENER WWF WELDED WIRE FABRIC STRUCTURAL ITEMS, IF THE SHOP DRAWINGS DIFFER FROM OR ADD TO THE DESIGN OF THE STRUCTURAL DRAWINGS, FDN. FOUNDATION PART. PARTITION THEY SHALL BEAR THE SEAL AND SIGNATURE OF A STRUCTURAL ENGINEER REGISTERED IN THE STATE OF OREGON. ANY SPLICING OF WALL STUDS OR HEADERS IS NOT ALLOWED, UNLESS NOTED OTHERWISE. CHANGES TO THE STRUCTURAL DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT AND ARE SUBJECT TO REVIEW AND FIN. FINISH ACCEPTANCE OF THE STRUCTURAL ENGINEER. CONTRACTOR TO ENSURE PUNCH OUT ALIGNMENT WHEN ASSEMBLING LATERAL BRACING AND FIELD CUTTING STUDS TO Issue Note: 2. DESIGN DRAWINGS,SHOP DRAWINGS,AND CALCULATIONS FOR THE DESIGN AND FABRICATION OF ITEMS THAT ARE LENGTH. DESIGNED BY OTHERS SHALL BEAR THE SEAL AND SIGNATURE OF A STRUCTURAL ENGINEER REGISTERED IN THE STATE BID/PERMIT SET ' OF OREGON,AND SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO FABRICATION. CALCULATIONS SHALL BE INCLUDED FOR ALL CONNECTIONS TO THE STRUCTURE, CONSIDERING LOCALIZED EFFECTS ON STRUCTURAL ELEMENTS INDUCED BY ALL HEADERS/BUILT-UP BEAMS ARE TO BE CONSTRUCTED WITH UNPUNCHED MATERIAL ONLY. THE CONNECTION LOADS. DESIGN SHALL BE BASED ON THE REQUIREMENTS OF THE OSSC AND AS NOTED UNDER 04/19/2017 "DESIGN CRITERIA". LIGHT GAUGE FRAMING CONNECTIONS SHALL BE AS FOLLOWS: Project ID:Portland - 3. THE CONTRACTOR SHALL COORDINATE SEISMIC RESTRAINTS OF MECHANICAL, PLUMBING,AND ELECTRICAL Drawn WH EQUIPMENT, MACHINERY,AND ASSOCIATED PIPING WITH THE STRUCTURE.CONNECTIONS TO STRUCTURE SHALL By. CONFORM TO ASCE 7-10 CHAPTER 13, BE DESIGNED BY AN ENGINEER REGISTERED IN THE STATE OF OREGON,AND SHALL LIGHT GAUGE METAL FRAMING CONNECTIONS Review By JG o BE SUBMITTED TO THE ARCHITECT PRIOR TO FABRICATION. Plot 04/19/2017 .0 FASTENER I PRODUCT Date: 4. FIELD ENGINEERED DETAILS DEVELOPED BY THE CONTRACTOR THAT DIFFER FROM OR ADD TO THE STRUCTURAL SCREWS ELCO DRIL-FLEX OR HILTI KWIK-FLEX(ESR-3332) Sheet Title: m DRAWINGS SHALL BEAR THE SEAL AND SIGNATURE OF A STRUCTURAL ENGINEER REGISTERED IN THE STATE OF OREGON AND SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO CONSTRUCTION. PAF'S HILTI X-U(ESR-2269) DRAWING INDEX, to 5. THE USE OF REPRODUCTIONS OR PHOTOCOPIES OF THE CONTRACT DRAWINGS SHALL NOT BE PERMITTED. WHEN CAD ABBREVIATIONS, iNi ORRE EIRSITLES ARE E REMOVE V D NDFTO THE EON CONTRACTOR RAOT OR ORLYRELEVANTRIO THE RS,ITIS HEN OF THE ITY OF DRATHE WINGS AS FOR SCREWS, PROVIDE 3/4" MINIMUM CLEARANCE FROM ALL EDGES AND 3/4"MINIMUM CENTER TO CENTER SPACING. AND NOTES DETA• WELL AS ALL REFERENCES TO THE OUTSIDE SOURCE FILES. FASTENERS OF COMPARABLE SPECIFICATIONS AND LOAD CAPACITIES MAY BE SUBMITTED FOR APPROVAL. Sheet Na o - - •41,.. so : WELDING SHALL CONFORM WITH AWS D1.3. oU _c n-X - __j_ _,j� I I Isio , G I '11 ..�&STR , JA ARCHITECTS SPECIAL_ INSPECTIONS �..,. ..1 STATEMENT OF SPECIAL INSPECTION NOTES: TABLE 1A - REQUIRED STRUCTURAL STEEL SPECIAL INSPECTIONS 729 Heinz Avenue, Suite 1 Berkeley, CA 94710 SYSTEM OR MATERIAL INSPECTION I I REMARKS 510/848-0895 1. SPECIAL INSPECTIONS SHALL CONFORM TO SECTION 1705 OF THE 2014 OSSC, CONTRACT DOCUMENTS AND APPROVED SUBMITTALS. OSSC CODE CODE OR INSPECTION (NOTES 5 AND 6) FAX 510/848-0897 REFER TO TABLES 1 THROUGH 1A FOR SPECIAL INSPECTION REQUIREMENTS. REFERENCE STANDARD• CONTINUOUS PERIODIC OBSERVE PERFORM REFERENCE Project: (-1 2. SPECIAL INSPECTIONS AND ASSOCIATED TESTING SHALL BE PERFORMED BY AN APPROVED ACCREDITED INDEPENDENT AGENCY I: MEETING THE REQUIREMENTS OF ASTM E329 (MATERIALS). THE INSPECTION AND TESTING AGENCY SHALL FURNISH TO THE STRUCTURAL ENGINEER ARCHITECT A COPY OF THEIR SCOPE OF ACCREDITATION. SPECIAL INSPECTORS SHALL BE APPROVED BY STEEL W THE BUILDING OFFICIAL. WELDING INSPECTORS SHALL BE QUALIFIED PER SECTION 6.1.4.1.1 OF AWS D1.1. CONTRACTOR TO PROVIDE QUALITY CONTROL FOR ALL , (Y CONTRACTOR QUALITY CONTROL REQUIREMENTS AISC 360 CHAPTER N X X ITEMS INDICATED TO BE OBSERVE AND/OR PERFORM , <C N ) IN TABLE BELOW . D L N 3. THE SPECIAL INSPECTOR SHALL OBSERVE THE INDICATED WORK FOR COMPLIANCE WITH THE APPROVED CONSTRUCTION STEEL FABRICATION 0 r— N DOCUMENTS. ALL DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTOR FOR CORRECTION AND NOTED IN (I) _ N- - THE INSPECTION REPORTS. FABRICATION OF STRUCTURAL ELEMENTS 1704.2.5.2 AISC 360 N2 X REFER TO INSPECTION OF FABRICATOR t 0 REQUIREMENTS V/n l ; ASTM A6 Z ' O 4. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS FOR EACH INSPECTION TO THE BUILDING OFFICIAL, STRUCTURAL ASTM STANDARDS . FINAL REPORTSTATING � --J F— � � ENGINEER, ARCHITECT, CONTRACTOR, AND OWNER. THE SPECIAL INSPECTION AGENCY SHALL SUBMIT A S TI 1705.2.1 SPECIFIED IN C� THAT THE WORK REQUIRING SPECIAL INSPECTION WAS INSPECTED AND IS IN CONFORMANCE WITH THE APPROVED CONSTRUCTION MATERIAL VERIFICATION OF STRUCTURAL STEEL 2203.1 CONSTRUCTION X CERTIFIED MILL TEST REPORTS F- 'z = DOCUMENTS AND THAT ALL DISCREPANCIES NOTED IN THE INSPECTION REPORTS HAVE BEEN CORRECTED. TABLE 1705.2 DOCUMENTS AISC 360 A3.1 lin "0 LL-1 3.2 Ci) � � 2� � , 5 FOR STEEL INSPECTIONS PER AISC 360 AND 341 (TABLE 1A): RISC 360 AISC 360 ANN3.3 : < <t F i QUALITY ASSURANCE (QA) IS REQUIRED FOR EACH ITEM IN TABLES UNLESS SPECIFICALLY NOTED OTHERWISE. AISC 360 N3.2 fY QUALITY CONTORL (QC)TO BE PROVIDED BY THE FABRICATOR, ERECTOR OR OTHER RESPONSIBLE CONTRACTOR AS APPLICABLE. MATERIAL VERIFICATION OF HIGH STRENGTH BOLTS, ASTM STANDARDS (f) O CONTRACTOR AND SPECIAL INSPECTOR TO DOCUMENT QUALITY CONTROL AS REQUIRED IN AISC 360 SECTION N3 AND AISC 341 NUTS,AND WASHERS • SPECIFIED IN X MANUFACTURER'S CERTIFIED TEST REPORTS n SECTION J2. CONSTRUCTION DOCUMENTS " RCSC 2.1 6 INSPECTION TYPES CO AISC 360 A3.4 in CONTINUOUS : THE FULL-TIME OBSERVATION OF WORK REQUIRING SPECIAL INSPECTION BY AN APPROVED SPECIAL INSPECTOR WHO AISC 360 N3.2 CD IS PRESENT IN THE AREA WHERE THE WORK IS BEING PERFORMED. MATERIAL VERIFICATION OF ANCHOR BOLTS AND ASTM STANDARDS X MANUFACTURER'S CERTIFIED TEST REPORTS Consultants: PERIODIC : THE PART-TIME OR INTERMITTENT OBSERVATION OF WORK REQUIRING SPECIAL INSPECTION BY AN APPROVED SPECIAL THREADED RODS SPECIFIED IN INSPECTOR WHO IS PRESENT IN THE AREA WHERE THE WORK HA S BEEN OR IS BEING PERFORMED AND AT THE COMPLETION OF THE CONSTRUCTION T WORK. DOCUMENTS _----v --*rte-- " - OBSERVE : OBSERVE THESE FUNCTIONS ON A RANDOM, DAILY BASIS. OPERATIONS NEED NOT BE DELAYED PENDING OBSERVATIONS. AISC 360 A3.5 AISC 360 N3.2 PERFORM : INSPECTIONS SHALL BE PERFORMED PRIOR TO THE FINAL ACCEPTANCE OF THE ITEM. MATERIAL VERIFICATION OF WELD FILLER METALS TABLE 1705.2 APPLICABLE AWS X MANUFACTURER'S CERTIFIED TEST REPORTS A5 DOCUMENTS 1SW Fifth Ave.,Suite 2500 • 11 7 PERFORM INSPECTION PRIOR TO FINAL ACCEPTANCE OF THE ITEM FOR TEN WELDS TO BE MADE BY A GIVEN WELDER, WITH THE STRUCTURAL STEEL WELDING Portland,OR 97204 O:503.227.3251 WELDER DEMONSTRATING UNDERSTANDING OF REQUIREMENTS AND POSSESSION OF SKILLS AND TOOLS TO VERIFY THESE ITEMS, VERIFYING USE OF PROPER WPS'S AISC 360 N3.2 RETAIN A RECORD OF WELDING PROCEDURE F:503.227.7980 • - THE PERFORM DESIGNATION OF THIS TASK SHALL BE REDUCED TO OBSERVE, AND THE WELDER SHALL PERFORM THIS TASK. SHOULD SPECIFICATIONS www.kpff.com THE INSPECTOR DETERMINE THAT THE WELDER HAS DISCONTINUED PERFORMANCE OF THIS TASK, THE TASK SHALL BE RETURNED TO VERIFYING WELDER QUALIFICATIONS 1705.2.2.1 X RETAIN A RECORD OF QUALIFICATION CARDS PERFORM UNTIL SUCH TIME AS THE INSPECTOR HAS RE-ESTABLISHED ADEQUATE ASSURANCE THAT THE WELDER WILL PERFORM THE INSPECTION TASKS LISTED COMPLETE AND PARTIAL JOINT PENETRATION GROOVE X WELDS MULTIPASS FILLET WELDS TABLE 1705.2 AWS D1.1 SECTION X 8 SPECIAL INSPECTION OF MECHANICAL POST INSTALLED ANCHORS SHALL BE IN STRICT CONFORMANCE WITH THE ICC REPORT AND MANUFACTURERS INSTALLATION REQUIREMENTS.ANCHOR INSTALLERS SHALL BE QUALIFIED AS REQUIRED BY JURISDICTION SINGLE PASS FILLET WELDS LESS THAN OR EQUAL TO REQUIREMENTS. 5/16" X • INSPECTION REPORTS SHALL IDENTIFY NAMES OF INSTALLERS. RCSC SPECIFICATION FOR STRUCTURAL • SPECIAL INSPECTOR SHALL PROVIDE DOCUMENTATION AT THE END OF ANCHOR INSTALLATIONS STATING THAT THE ANCHORS WERE JOINTS USING ALL CONNECTIONS VISUALLY INSPECTED AND INSPECTED PER APPROVED ANCHOR EVAULATION REPORT. SNUG-TIGHT HIGH STRENGTH BOLT INSTALLATION 1705.2.1 ASTM A325 OR X A490 BOLTS VERIFIED SNUG SECTION 9 AISC 360 SECTION M2.5 TABLE 1 - REQUIRED STRUCTURAL SPECIAL INSPECTIONS SYSTEM OR MATERIAL INSPECTION REMARKS ��c:§r" a NOF� ss�© • OSSC CODE CODE OR FREQUENCY(NOTE 6) - REFERENCE STANDARD ! 2 -- REFERENCE CONTINUOUS PERIODIC ,,, i• r— IsRE IN J1 �g1 S FABRICATORS BRADLY ,- 1 EOM 12-31.18 1 SPECIAL INSPECTION IS REQUIRED FOR STRUCTURAL LOAD-BEARING MEMBERS AND ASSEMBLIES No. Date Issue FABRICATED ON THE PREMISES OF A FABRICATOR'S SHOP PER TABLE 1 AND AS REQUIRED ELSEWHERE IN THE SPECIAL INSPECTION PROGRAM.THE SPECIAL FABRICATORS 1704.2.5 X INSPECTOR SHALL VERIFY THAT THE FABRICATOR MAINTAINS DETAILED FABRICATION AND QUALITY CONTROL PROCEDURES AND SHALL REVIEW FOR COMPLETENESS AND ADEQUACY RELATIVE TO THE • CODE REQUIREMENT. REFERENCE SECTION 1704.2.5.2 FOR APPROVED FABRICATOR EXCEPTION. STEEL • Issue Note: REFERENCE TABLE 1A FOR REQUIRED SPECIAL INSPECTIONS FOR STEEL BID/PERMIT SET POST INSTALLED CONCRETE ANCHORS POST INSTALLED ANCHORS INSTALLATION IN HARDENED I 1908.5 I ACI 318: 1.3, 3.8.6 I 1 X(NOTE 8) I INSPECTION REQUIREMENTS PER ICC EVALUATION 04/19/2017 CONCRETE AND COMPLETED MASONRY 1909.1 REPORT Project ID:Portland . Drawn WH By. a, Review By: JG Plot c,a 04/19/2017 I. Date: 5, Sheet Title: m ,f SPECIAL Co to INSPECTIONS .,., h.:7P Sheet No.: rnrr3 - _ .ii - S 0 . 2 4, . oW Ct.X 4 T I i -_+-_ / �,- :. 66:;711..�&STR IJA ARCHITECTS 729 Heinz Avenue, Suite 1 Berkeley, CA 94710 510/848-0895 FAX 510/848-0897 Project: cy u n-- 33 32 `t D in N 30'-0"(V.I.F.) 0 Ci .7— C\I M (� Q c� 1 T-104" 5'-1 9'-8 a" �/ z z �' ,1 j,, 0 1.`-' j 0 CZ __J F--- 1.4.-) — HSS8x6x5ls W QQ .-- ,,2` n-- AT I _,� � SIM. � �, ('Y BASE zWIF TYP. ,-,, I TYP. �j �/�{ '*�rss' ... •rn w � i�1._ Syi Q , Co O O 1 t c) " •`'o c L F + • 11 r — — — — 1 I i . 0 \N. ® 1 i t .‘1 Consultants: 1. 1 1 {� I I ;-4, ;< iU1' 1 _el , i i O O O O ' < Z O O O O co O O O .34 AN (N)SUSPENDED +i ci a a - a :?-1 MECHANICAL UNIT r — — — — 1 g � w/OPERATING tir-- ---_,........_,` I I _ TMP' 111 SW Fifth Ave.,Suite 2500 WT= 160 LBS. ' {} Portland, OR 97204 O:503.227.3251 1: I I F:503.227.7980 's 4 4L — _. — — J .r ".«; www.kpff.com 14 4 ?*�,., h o o G it r NV 6 r < o i CV 1 v ADJACENT TENANT h TYP. 1 ' H12 1 :=; uk 1 CO i i t. CO Y4 1 L ' gyp 7p,t _w.�r- S 1 \ ir~.� f i r - 4 (E)HSS BUILDING 'P w COLUMN TYP. s . - �p.kYT i�+�Li1ii is�a]Mi �tii}Ii.. i il /s til,i�r.rs+.irr.Lir a.:wrrrrarrw.ru re: • , --- . (N)SUSPENDED 4 11.414' "X! LIGHT BOX ,�ti�D PROP ,; REF.ARCH. �' AP t0 { t (MAX.WT= 1,000 LBS.) - Zcc. 1 { • (E)OWJ(ABOVE) *Email 1' r r r • i ti ^ o 0 0 TYP. W � ,� i.� r rL. r 0. i " i I —1 ( orip ADLY'1 1 I . kl cv �•Y..ii )y!f>Yi� ,Y 4•iilr ivr�;�p A 1— -J 12-31-18 I Er'J .t.+sir,v.ka i nwsa!<riAsr ..vi 1, - { Ei 12, irk { al`. {t,;,:irar- , t No. Date Issue •s1 1 y 'kis r: .•:'T7:•♦:,. 7;^"r' .a,..:>.<,t s! < P"",l _si•f`ltiS.#,tlMs3.+�aLaklilFKwlYiil✓rf[tI rr+� briiro rr✓.urr.n i:lrr�'vr�ri<\r+we,t 4444,= P1 - + = i i 40 1 tti Ii# - i 1.9 .s, :rs i R 1 :' BB 1 i V. Y E' Issue Note: BID/PERMIT SET ADJACENT TENANT H15 04/1 9/201 7 Project ID:Portland NOTES: Drawn By: WH y. y,, Review By. JG - 1. REF.ARCH. FOR INFORMATION NOT SHOWN. Plot Date: 04/19/2017 2. REF.9/84.1 FOR SPLICE DETAIL FOR HSS BEAM. Sheet Title: USE AS REQUIRED FOR CONSTRUCTABILITY. E , 3. ALL ROOF FRAMING IS DIRECTLY ABOVE SPACE. STOREFRONT co FRAMING PLAN m h.l— , N e Sheet No.: '13' ' STOREFRONT FRAMING PLAN 8 . 0 • - 914"=1'-0" S 2 . 1 L + I — I I I I ti G 1 ' 1: &STR , JA ARCHITECTS - - 729 Heinz Avenue, Suite 1 ALUMINUM BENT - Berkeley, CA 94710 PL 1/4x33 x0'-4"LLV _ ,t 10 SCREW © 16"o.c. 510/848-0895 (3003-H14) FAX 510/848-0897 CONT.250T150-33 TOP Pro ect: AND BOTTOM w/#10 04 , SCREWS EACH SIDE l� f'.-" '1.4- a EACH STUD Ir w N II (Y II Q INO . N It It u i DLC) CJ II Yil STORE GLAZING FRONT C) i Ca N--- „ CN (BY OTHERS) REF.ARCH. } •-- L3x3xY KICKER a @ 8'-0"o.c. MAX. i 1 r I ,,i 0 REF.5/54.1 FOR W 1— 1`0 0 ATTACHMENT TO ce .172 STRUCTURE n Ct. fx z _ VI n° + 0 O _ u '-MALL(E)BULKHEAD a Q U N �^ N �t ( N C q — u_ " O N q YOL q (i) 1.5 L "N LA N ^o . 1 Nn in . qii T q V N �__ 1 . HSS TUBE Consultants: u REF. PLAN r 1 N N i . d .CONT. L4x34/LLH lTt ,.; ; :• �i ii ii ii ii a 111 SW Fifth Ave.,Suite 2500 • 3�6 2 p' %"0 THRU BOLT @ 16"o.c. Portland,OR 97204 3/16 r `''0.157"O PAF @ 16"o.c. O:503.227.3251 2 . I F:503.227.7980 / :: ! t r,444" www.kpff.com ;- •==r 'I ...CONT.Y"ALUMINUM PLATE i /- ;n (3003-H14) i Ia Ai!, liji , i1 1'' 3�6 2-12 / WELD AFTER L4xEACH'KI 3/ p 2-12 HSS INSTALLED GYP CEILING AT EACH KICKER 16 1" � REF.ARCH. MIN. t ' Il tt 11 3ii 1 1 /g 3 3/6 3 II t. IP *I14(.5-1 wiataturt t i \;N" t t a 10 mm. 1 t K .;-.4.-1, J 4REt� t)LY IA\ * ,* ' Q CV I BORES 12-31-18 I No. Date Issue -......-4.41.-......... Ii" i; It N 11 %"STOREFRONT GLAZING II (BY OTHERS) Issue Note: ii REF.ARCH. ii . BID/PERMIT SET IIII 04/19/2017 `y Project ID:Portland Drawn WH " Review By.JG ' - r-7,- `t `':tt ' Plat Date:\WI 04/19/2017 CD (E)SLAB ON I p'ib f Sheet Title: �` GRADE '� I I 1 I STOREFRONT ON T .E s' ....,� _ SECTION 1 o S4.1 AT WINDOW Sheet No.: �o �� S 3 . 1 TYP. STOREFRONT WINDOW SECTION _E, 0) 64111 3"=11-0" - Ex + + + I I I I (E)METAL ROOF DECK -----`� 1 (t3/16 N 2 £3 Ai . \\ l I 1 _ .,,� _ �.. _ _ _ _ _ _ _ G 1 '1'1L &STR , JA ARCHITECTS l6"CAP PL w/SEAM I -11- `)1- -11- HSS BEAM---.......„N\ WELD ALL AROUND it .. J REF. PLANii' 1 i' / UNISTRUT CHANNEL "' (E)OWJ II f4"STOREFRONT 729 Heinz Avenue, Suite 1 REF. PLAN ,----,--••=. " ' 'i GLAZING(BY OTHERS) Berkeley, CA 94710 1 ,i I REF.ARCH. 510/848-0895 i ;, FAX 510/848-0897 I ii,.... -15j1±-1 I I m II J U 1 NOTE: I I ;I REFERENCE ARCH.AND UNISTRUT P2785 ). -'- MECHANICAL FOR UNIT i Project: 1 C BEAM CLAMP ON II _ ; II ELEVATION. I 1 II EACH SIDE OF H `t 2 It „ „ „ 1 I :I OWJ TYP. H H i I Ii (Y' II II ii < No II II7Z : I 1 H H i I I' 1 DOUBLE NUT w/ II II • 3/16 1 I ;� Cr ('\I WASHERS TYP. I I I I /6 V I I i; 0 II 11 I I _ ;� (f� _ r 11 11 L3x3xY4x0'-7"-. I I ' 1 11 Q O� II �� HSS BEAM ! ALUMINUM STOREFRONT kilZ ' 7. o fY - ii II i I REF.PLAN 11 MULLION(BY OTHERS) Q ii II 1 I , 1 i REF.ARCH. Q I— C7 II II r U, o 12 GA.SPLAY WIRE w/MIN.OF II II 3/16 I I ( ulnlit , +3 " " I I I 3/16 j t (E)SLAB ON SCREW @106 oRETE I Q DCZZ (3)WRAPS AT EACH END. MEP UNIT Y O THREADED ROD w/ 16 GRADE (: OCCURS(2)TIMES EACH SIDE I i REF. PLAN ii it UNISTRUT P1000 AND T [ r1 OF UNIT.TOTAL OF{8) �i ` � P2486 SEISMIC ROD (n IU Q REF. 8/S4.1 FOR ATTACHMENT II I V STIFFENERS @ 16"o.c.TYP. • . }:'.• %-• •% ••% ?= - 0_ Q --I TO STRUCTURE DETAIL II II Q I- 1 L It II , Q- 1 _ R • , (..f) Cl- UNISTRUT P1000 HSS BEAM TO HSS BEAM 0TYP. STOREFRONT WINDOW SECTIONInwi P1453 UNISTRUT P1000T 4 „_ AHU SUPPORT DETAIL 3"=1'-0" 3 =1,-0 Consultants: 3/16 2 L4x4x1/BETWEENA t -11 -(E)METAL (E)METAL ROOF DECK--- (E)OWJ ROOF DECK ! 1 i 1 ,r or if I 111 SW Fifth Ave.,Suite 2500 Portland,OR 97204 ANGLE HSS POST----" O:503.227.3251 --r- -11-- '"� REF.SECTION REF. PLAN • 1 I F:503.227.7980 - .: �� 1 I www.kpff.com • UNISTRUT CHANNEL (E)OWJ ..0.\\ 1 t 1.5 L 1 1 REF. PLAN 1I t "•- • %6"CAP PL 1/4 2 I IZ°#•-• -•ti w/SEAM WELD 1 1 SIDES ALL AROUND * lt /4 2 I II (E)4"SLAB ON GRADE A I _4_ ; tt 1 I (V.I.F.) 4- UNISTRUT P2785 1 I BEAM CLAMP ON II II P100$CHANNEL NUT 1 ,� I ,, ,/ )4 EACH SIDE OF OWJ II 2 I I II II I I I I (E)OWJ M • — II II = s� II II II II L, • .- It I I -�" Y2"Y THREADED ROD w/ iI II UNISTRUT P1000 AND I ' • o'O • _ p . o ".p • o'o . c II II P2486 SEISMIC ROD �?. 200 • o0' • o00 • o0o • o04 i t I I STIFFENERS @ 16"o.c.TYP. 7 • o "' • o 0 • o O • o'o . 12 GA.SPLAY WIRE w/MIN. OF II II %"fd THREADED ROD 0 " ° • " A° • " (3)WIRES AT EACH END II II OCCURS AT(6)LOCATIONS EPDXIED INTO SLAB OCCURS(2)TIMES EACH SIDE II I� OF LIGHT BOX TOTAL OF(8) I I II UNISTRUT P1000 REF.8/S4.1 FOR ATTACHMENT I I H EACH SIDE , _3161> J 316 TO STRUCTURE t I (9'-0"MAX. SPAN) ` 2 II II 316 1 ! • , 2 • II II II II SECTION A-A S<cRE° PROFFssr - II II 1 Ell HSS BASE CONNECTION `�� =` ',542��f 1 PARALLEL TO STRUCTURE 3°=1'-0" ,��G, 1 I ,1 UNISTRUT P1000-..�� ! `� END OF BEAM 8RQDLY M0� AT EACH END i I ________...--DOUBLE NUT AND WASHER AT SIM. PLACE (3'-0"MAX. SPAN) 1 I 346"CAP PL 7HSS BEAM 1 WIRES 12-31-18 I I I wi SEAM WELD REF. PLAN i 1 LIGHT BOX AND ALL AROUND No. Date Issue I I CONNECTION BY OTHERS NOTE: I (MAX.WT = 1000 LB) - i REF.ARCH. FOR ADDITIONAL INFORMATION I (E)METAL- r3/16 > 2 1 ON LIGHT BOX. I I ROOF DECK 3 I I 1 '16 2 II II II : 11 ÷ -,---... I I LIGHT BOX SUPPORT � 1 ' 0 1„=1'-0" I 1 - ANGLE PL 114x4x0'-4"-. REF.SECTION I I Issue Note: II BOTH 3/16 4 '�PL%6x4x0'-8" ----(E)METAL ROOF DECK - SIDES/ 3 1.3 i �;, BID/PERMIT SET ,6 4 ` I Lt I �`I 1�4 2 / (2} i i 04/19/2017 t . . , I i 14 I> 2 1 SIDES I I 1> 4 I I r1/ 3 Project 1D:Portland -- (E)OWJ- I I 14 Drawn WH I 1 /4 3 By. t 1 ''%' ,.................._ Review By. JG vL. ��" -.,-.,-. - 2 `��\`.\ NOTE: I ! Plot 04/19/2017 .rs `-` PLACE KICKER AT I I -HSS POST Date: 5; EACH POST LOCATION i REF. PLAN Sheet Title: Ico L REF. 1/S3.1 (E)TOP CHORD OF OW _ - 1 PERPENDICULAR TO STRUCTURE � I DETAILS i.iIit 1 12GA.x3"WIDE BENT- v HSS BEAM _„r1 n REF.PLAN PL w/(2)#12 SCREWS _11- 12 GA.SPLAY WIRE w/ @ 1"o.c. MIN.OF(3)WRAPS AT Sheet No.: )i ` ,16)N 3� 6 4 EACH END - i �1` l g,6 �C 4 S 4 � �; .. HSS SPLICE DETAIL Q SPLAY WIRE CONNECTION KICKER TO STRUCTURE CONNECTION0 HSS BEAM TO HSS POST CONNECTION 111) aL3"-1'-0" 8� 3"=1'-0" 1"=11-0" 3"=1'-0" ax S NOTEt TES ELECTRICAL SYMBOLS I NOTE: ABB EVIAAT IONS, ERTCLEAREDNECEDS S RILYLUSEDMON THE DRAWINGS. ELECTRICAL SHEETSO SHOWN HERE SHALL GOVERN FOR ALL / ELECTRICAL ONE-LINE & RISER CIRCUITING & WIRING WIRING DEVICES & OUTLETS PANELBOARD MULTI-SECTION SWITCHED HOT CONDUCTORS (SHOWN TRAILING NEUTRAL) $ SINGLE POLE WALL SWITCH (NO LETTER DESIGNATION) GENERAL ELECTRICAL NOTES: GENERAL DEMOLITION NOTES: GURI t&STR JA ARCHITECTS (SEE SCHEDULES) PANELBOARD NEUTRAL CONDUCTOR Z SWITCH LETTER DESIGNATIONS AS FOLLOWS: (SEE SCHEDULES) / UNSWITCHED HOT CONDUCTORS (SHOWN LEADING NEUTRAL) 2 = TWO POLE WALL SWITCH 1. READ THE SPECIFICATIONS AND REVIEW DRAWINGS OE ALL DIVISIONS OF WORK. 1. COORDINATE DEMOLITION AND NEW WORK WITH ALL DISCIPLINES AND EXISTING CONDITIONS / 7 5 3 HOMERUN TO PANELBOARD, ARROWS INDICATE NUMBER 3 = THREE-WAY WALL SWITCH COORDINATE THIS WORK WITH ALL OTHER DIVISIONS OF WORK AND ALL SUBCONTRACTORS. PRIOR TO CONSTRUCTION. OF CIRCUITS, HASH MARKS INDICATE NUMBER OF 4 = FOUR-WAY WALL SWITCH PROVIDE ALL SUBCONTRACTORS WITH A COMPLETE SET OF BID DOCUMENTS, 729 Heinz Avenue, Suite 1 ATX# TRANSFORMER ATX# SHIELDED OR P1 CONDUCTORS. INFORMATION AT ARROWS ARE CIRCUIT 0 = DIMMER TYPE SWITCH 2. PERFORM ALL WORK IN ACCORDANCE WITH NATIONAL ELECTRICAL CODES, O.S.H.A., , „� Berkeley, CA 94710 TYPE AND RATINGS TRANSFORMER P1-3,5,7 NUMBERS AND PANELBOARD. F = FAN SPEED CONTROL SWITCH 2. ELECTRICAL DRAWINGS ARE DIAGRAMMATIC AND REPRESENT THE GENERAL SCOPE OF THE PERTINENT NFPA CODES, THE RULES AND REGULATIONS OF ALL LOCAL, STATE AND FEDERAL 510 1 848-0895 AS SHOWN � OS# = OCCUPANCY SENSOR (SEE OCCUP.AND RATINGSWORK. SIZES AND LOCATION OF EQUIPMENT AND WIRING ARE SHOWN TO SCALE WHERE AUTHORITIES HAVING JURISDICTIONS, AND ALL STANDARDS APPLIED BY THE BUILDING ` JAS SHOWN SENSOR SCHEDULE) EQUIPMENT GROUNDING CONDUCTOR IN CONDUIT P = SPST PILOT LIGHT SWITCH POSSIBLE, BUT MAY BE DISTORTED FOR CLARITY ON THE DRAWINGS. FINAL LOCATION OF MANAGEMENT. PROVIDE OWNER WITH CERTIFICATES OF INSPECTION. FAX 510 / 848-0897 (GREEN INSULATION OR BARE) K = KEYED LIGHT SWITCH OUTLETS AND EQUIPMENT SHALL BE AS APPROVED BY THE ARCHITECT OR THEIR SODA SWITCH I 225A CIRCUIT BREAKER M = MOTOR RATED SWITCH REPRESENTATIVE. IT IS NOT WITHIN THE SCOPE OF DRAWINGS TO SHOW ALL NECESSARY 3. REFER TO ARCHITECTURAL DRAWINGS FOR AREAS OF DEMOLITION. EXISTING LIGHTING ••• ••• ••.3P RATING AS SHOWN C 3P RATINGS AS SHOWN �-----.. ISOLATED GROUNDING CONDUCTOR IN CONDUIT WP = WEATHER PROOF BENDS, OFFSETS, PULL BOXES AND OBSTRUCTIONS. IT SHALL BE THE RESPONSIBILITY OF FIXTURES, EXIT SIGNS, AND OTHER CEILING MOUNTED DEVICES TO BE REMOVED IN THESE Project: 0 I THE CONTRACTOR TO INSTALL ALL WORK TO CONFORM TO THE STRUCTURE, PRESERVE AREAS SHALL BE DISCONNECTED FROM ITS EXISTING SOURCE TO ALLOW FOR REMOVAL, (GREEN INSULATION WITH YELLOW TRACER) '� OCCUPANCY SENSOR (SEE OCCUPANCY SENSOR SCHEDULE FOR HEADROOM AND KEEP OPENINGS AND PASSAGEWAYS CLEAN. UNLESS OTHERWISE NOTED ON ARCHITECTURAL DRAWINGS. WIRING AND CONDUIT SHALL BE Et E(PP) TYPE AND MOUNTING CONFIGURATIONS) REMOVED BACK TO I SOURCE/PANEL. PANEL. NO CONDUIT SHALL BE ABANDONED IN PLACE. 200AS FUSED SWITCH .---------. CONDUIT CONCEALED # = OCCUPANCY SENSOR TYPE "#" 3. EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS AND SITE VISITS AND MAY Lv 3P RATING,POLES AND / P SENSOR POWER PACK FOR LIGHTING CONTROL NOT REFLECT EXACT 'AS-BUILT' CONDITIONS. FIELD VERIFY ALL EXISTING CONDITIONS 4. MISCELLANEOUS POWER DEVICES, TELE/COMMUNICATION DEVICES, EXIT LIGHTS, LIGHTING 200AF FUSE TYPE AS SHOWN _ _ _ CONDUIT IN/UNDER FLOOR/GROUND CONSTRUCTION O PRIOR TO SUBMITTING FINAL BIDS. CAREFULLY COORDINATE NEW WORK AND DEMOLITION FIXTURES, ETC. MOUNTED ON PARTITIONS TO BE REMOVED OR CONCEALED BY NEW FRS WITH ALLOTHER DISCIPLINES AND EXISTING CONDITIONS. CONSTRUCTION SHALL BE DISCONNECTED FROM THEIR SERVICEI EKQ PO SENSOR AUXILIARY RELAY PACK FOR LIGHTING CONTROL 0 E SOURCE TO ALLOW FOR C-2 ---- EXPOSED CONDUIT A REMOVAL. WIRING AND CONDUIT SHALL BE REMOVED BACK TO SOURCE/PANEL. NO 4. SECURE AND PAY FOR ALL PERMITS AND FEES NECESSARY FOR EXECUTION AND r IET '� CIRCUIT IDENTIFICATION - SEE CIRCUIT SCHEDULE d) SIMPLEX RECEPTACLE - NEMA 5-20R, UNO COMPLETION OE ELECTRICAL WORK. FURNISH TO THE ARCHITECT A COPY OF INSPECTION CONDUIT SHALL BE ABANDONED IN PLACE. CD = N FLEXIBLE CONDUIT REPORTS AND APPROVAL CERTIFICATES FROM LOCAL AND STATE INSPECTIONS. GFR GROUND FAULT RELAY DUPLEX RECEPTACLE - NEMA 5-20R, UNO 5. MAINTAIN CONTINUITY OF ALL ACTIVE LIGHTING & POWER CIRCUITS. INTERRUPT WIRING AND I� LOW VOLTAGE CABLE (NOT ROUTED IN CONDUIT) 5. ELECTRICAL CONTRACTOR SHALL REQUEST A SET OF ARCHITECTURAL PLANS FOR REFERENCE REROUTE WHERE REQUIRED TO POWER EXISTING DEVICES TO REMAIN. PROVIDE AS-BUILTCD 5T SHUNT TRIP DOUBLE DUPLEX RECEPTACLE - NEMA 5-20R, UNO FROM THE GENERAL CONTRTOR. DRAWINGS INDICATING ALL RELOCATIONS AND CIRCUIT ADJUSTMENTS IN PANELBOARDS. (=i?... Z c''3UPDATE PANELBOARD CIRCUIT DIRECTORIES FOR ALL PANELBOARDS AFFECTED BY THE WORK. O UTILITY Q UTILITY METER (AS REQUIRED BY UTILITY) 3 CONDUIT TURNING DOWN SPECIAL RECEPTACLE - NEMA TYPE AS NOTED fz METER6. OBTAIN A COPY OF AND REVIEW THE LANDLORD'S LATEST EDITION OF TENANT DESIGN AND 6, OWNER RETAINS RIGHTS OF SALVAGE FOR ELECTRICAL EQUIPMENT AND LIGHT FIXTURES TO W < I- O CURRENT TRANSFORMER RATING AS o CONDUIT TURNING UP TWIST LOCK TYPE RECEPTACLE CONSTRUCTION CRITERIA AND COMPLY WITH ALL REQUIREMENTS. WHERE CONFLICTS BE REMOVED. COORDINATE WITH OWNER THE EQUIPMENT AND FIXTURES TO BE SALVAGED CD •r SPECIFIED OR REQUIRED �Fci BETWEEN CRITERIA AND CONSTRUCTION DOCUMENTS ARISE, NOTIFY ARCHITECT/ENGINEER AND THE LOCATION FOR STORAGE. AVOID DAMAGE TO SALVAGED EQUIPMENT, FIXTURES AND ---� 1 CONNECTION POINT OR EQUIPMENT TERMINATION 6 OR 0V GFCI TYPE RECEPTACLE* IMMEDIATELY. DEVICES DURING DEMOLITION WORK AND DURING TRANSPORT TO OWNER'S DESIGNATED = Q TVSS TRANSIENT VOLTAGE SURGE SUPPRESSOR }{ 7. ALL ELECTRICAL WORK SHALL BE PERFORMED IN COMPLIANCE WITH CURRENT NATIONAL STORAGE LOCATION. CLI CL■ EQUIPMENT TERMINATION V ISOLATED GROUND TYPE RECEPTACLE* WZ I--Ili GROUND CONNECTION y ELECTRICAL CODE, OTHER LOCAL CODES AND LANDLORD CRITERIA. 7. ALL PREVIOUSLY ABANDONED OR OBSOLETE WIRING SHALL BE REMOVED IN ITS ENTIRETY. O U ® EMERGENCY RECEPTACLE* 8. UPON COMPLETION OF ALL ELECTRICAL WORK, ELECTRICAL CONTRACTOR SHALL ADJUST AND S. REVIEW EXISTING CONDITIONS PRIOR TO DEMOLITION AND COORDINATE ANY POWER W Q (i)---Ili GROUND ROD --I LIGHTING 6 RECEPTACLE INSTALLED 6" ABOVE COUNTER OR BACKSPLASH* TEST ALL CIRCUITS, OUTLETS, SWITCHES, LIGHTS, MOTORS, AND ANY OTHER ELECTRICAL INTERRUPTIONS WITH OWNER'S REPRESENTATIVE. 0_ ITEMS. DAMAGED ITEMS SHALL BE IMMEDIATELY REPAIRED OR REPLACED WITH ALL NEW CONTACT (OPEN OR CLOSED) Cr) RECEPTACLE INSTALLED IN CEILING* EQUIPMENT AND THAT PART OF THE SYSTEM SHALL THEN BE RETESTED. ALL SUCH 9. SEAL ALL PENETRATIONS THROUGH FLOORS, WALLS, CEILINGS. AND ROOF WHERE ELECTRICAL (AEI. Q -W- HEATER o I LIGHT FIXTURE SEE LIGHT FIXTURE SCHEDULE REPLACEMENT OR REPAIR SHALL BE DONE AT NO ADDITIONAL COST TO THE OWNER. COMPONENTS ARE REMOVED AND WHERE THE EXISTING PENETRATION IS NOT USED FOR THE EL L_Ja EEqRECEPTACLE INSTALLED IN FLOOR* NEW INSTALLATION. REPAIR DAMAGED SURFACES TO MATCH ADJACENT AREAS. (I) 9. AFTER COMPLETION OF WORK UNDER THIS SECTION, CLEAN-UP ALL RESULTANT DEBRIS AND O MOTOR 0 0 RECEPTACLE INSTALLED VIA DROP CORD* REMOVE FROM THE SITE. 10. REMOVE ALL EXISTING ELECTRICAL EQUIPMENT, FIXTURES, SYSTEMS, CONDUIT AND WIRING ® El a = SWITCHED BY SWITCH "a" NO LONGER REQUIRED AFTER RENOVATION. BLOCK LOAD KW OR KVA ® A = LIGHT FIXTURE TYPE "A" *DUPLEX RECEPTACLE SHOWN, SIMILAR FOR OTHERS 10. VERIFY LOCATIONS FOR ALL ELECTRICAL EQUIPMENT WITH ARCHITECTURAL DRAWINGS FOR : CO NL = NIGHT LIGHT wR/wP INTERIOR DETAILS AND FINISH. IN CENTERING OUTLETS AND LOCATING BOXES AND OUTLETS, id= LO -L = WALL MOUNT RECEPTACLE LETTER DESIGNATIONS AS FOLLOWS: ALLOW FOR OVERHEAD PIPES, DUCTS AND MECHANICAL EQUIPMENT, VARIATIONS IN SIGNALING 0 )' = ARROW INDICATES AIMING DIRECTION C = CLOCK HANGER TYPE FIREPROOFING AND PLASTERING, WINDOW AND DOOR TRIM, PANELING, CEILING AND O7 E = EMERGENCY POWER ASSOCIATED CONDITIONS, AND CORRECT ANY INACCURACY RESULTING FROM FAILURE TO DO GENERAL LIGHTING NOTES: B • SIGNALING BELL 0) S = SWITCHED SO WITHOUT EXPENSE TO OWNER. Consultants: IG = ISOLATED GROUND a SIGNALING BUZZER TR = TAMPER RESISTANT 11. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WITH ALL TRADES AND ELECTRICAL 1. COORDINATE EXACT LOCATION, MOUNTING HEIGHT, AND COLOR OF ALL LIGHT FIXTURES, STRUCTURAL ENGINEER 111110 .11 LIGHT FIXTURE WITH NIGHT LIGHT WP = WEATHER PROOF COVER REFERENCES ON ARCHITECTURAL DRAWINGS. WALL MOUNTED AND CEILING MOUNTED DEVICES WITH ARCHITECT PRIOR TO ROUGH-IN. Mur h Burr Cur El LV TRANSFORMER WR = WEATHER RESISTANT REFER TO ARCHITECTURAL REFLECTED CEILING PLAN FOR CEILING MOUNTED DEVICES AND P Y ry, Inc. 12. COORDINATE ALL ELECTRICAL WORK OUTSIDE OF TENANT SPACE WITH LANDLORD TO ENSURE LOCATIONS. ALL CEILING MOUNTED DEVICES SHALL BE EVENLY SPACED FROM ADJACENT 85 Second Street ABBREVIATIONS EMERGENCY LIGHT FIXTURE WITH EMERGENCY LIGHTING MULTI-OUTLET SURFACE RACEWAY WITH NEMA 5-20R MINIMAL DISRUPTION. ALARM AND EMERGENCY SYSTEMS SHALL NOT BE INTERRUPTED LIGHT FIXTURES WHEN POSSIBLE. San Francisco, CA 94105 BATTERY PACK OR CONNECTED TO EMERGENCY SOURCE RECEPTACLES 12" ON CENTER, UNO. UNLESS APPROVED BY THE OWNER, TEL: 415.546.0431 A AMPERES, AIR (COMPRESSED) MAX MAXIMUM 2. LIGHT FIXTURES AND ASSOCIATED EQUIPMENT SHOWN ON ELECTRICAL DRAWINGS REPRESENT 41 w TELEPHONE OUTLET - FLOOR OR WALL MOUNTED. INSTALL 13. COORDINATE EXACT ROUTE FOR INSTALLATION OF ELECTRICAL AND TELEPHONE SERVICES IN GENERAL ARRANGEMENTS ONLY. REFER TO ARCHITECTURAL DRAWINGS FOR MORE EXACT MCA MINIMUM CIRCUIT AMPACITY A/C AIR CONDITIONING m AT SAME ELEVATION AS ADJACENT RECEPTACLE, UNO. THE FIELD WITH LANDLORD OR BUILDING ENGINEER. REFER TO ONE-LINE DIAGRAM FOR LOCATIONS. COORDINATE LOCATIONS WITH ALL OTHER TRADES PRIOR TO INSTALLATION TO AF AMPERE FUSE MCB MAIN CIRCUIT BREAKER LIGHT FIXTURE WITH DUAL BALLASTS CIRCUITED SEPARATELY, ADDITIONAL TELECOMMUNICATION SYSTEM REQUIREMENTS. AVOID CONFLICTS. AFC ABOVE FINISHED CEILING MCC MOTOR CONTROL CENTER (SHADING IMPLIES EMERGENCY LIGHT FIXTURE) DATA OUTLET - FLOOR OR WALL MOUNTED. INSTALL AT AFCI ARC FAULT CIRCUIT INTERRUPTER MD MOTORIZED DAMPER ® 0 SAME ELEVATION AS ADJACENT RECEPTACLE, UNO. 14. FIELD VERIFY EXACT LOCATION OF LANDLORD SHELL BUILDING DUCTWORK AND PIPING. 3. LIGHT FIXTURES AND ASSOCIATED EQUIPMENT SHOWN ON ELECTRICAL DRAWINGS REPRESENT AFEA AREA FOR EVACUATION MDP MAIN DISTRIBUTION PANEL MULTI-SERVICE OUTLET; TELEPHONE AND DATA -- FLOOR OR NOTIFY ARCHITECT/ENGINEER IMMEDIATELY IF NEC REQUIRED CLEARANCES FOR TENANT GENERAL ARRANGEMENTS ONLY. REFER TO ARCHITECTURAL DRAWINGS FOR MORE EXACT ASSISTANCE MFR MANUFACTURER 4 V LIGHTING TRACK WITH LIGHT FIXTURE TYPES AS INDICATED ® v WALL MOUNTED. INSTALL AT SAME ELEVATION AS ADJACENT PANELBOARDS ARE NOT MET DUE TO SHELL BUILDING SERVICES ROUTED ABOVE TENANT LOCATIONS. COORDINATE LOCATIONS WITH ALL OTHER TRADES PRIOR TO INSTALLATION TO AFF ABOVE FINISHED FLOOR MG MOTOR GENERATOR RECEPTACLE, UNO. SPACE. AVOID CONFLICTS. AEG ABOVE FINISHED GRADE MH MANHOLE -12-12-g-0MIRROR LIGHTS A MULTI-SERVICE POWER POLE WITH TELEPHONE, DATA AND POWER ICJ OUTLETS A = TYPE, SEE SCHEDULE IN SPECIFICATIONS 15. THE CONTRACTOR SHALL DO ALL CUTTING AND PATCHING OF THE EXISTING CONSTRUCTION 4. REFER TO ARCHITECTURAL DRAWINGS FOR LIGHT FIXTURE SCHEDULE. COORDINATE FINAL !I1HENDERSON AI ANALOG INPUTMIN MINIMUM - WORK WHICH MAY BE REQUIRED FOR THE PROPER INSTALLATION OF THE ELECTRICAL WORK. LIGHT FIXTURE LOCATIONS WITH ARCHITECT PR€OR TO ROUGH-IN. LIGHT FIXTURE SCHEDULE AIC AMPERE INTERRUPTING CURRENT MLO MAIN LUGS ONLY `1' y SITE LIGHTING FIXTUREqALL PATCHIING SHALL BE OF THE SAME MATERIALS, WORKMANSHIP AND FINISH AS, AND ON SHEET E2.1 FOR REFERENCE ONLY. MOCP MAXIMUM OVERCURRENT b MULTI-SERVICE FLOOR BOX WITH TELEPHONE, DATA AND POWER SHALL ACCURATELY MATCH ALL SURROUNDING WORK. GINEERSM AL ALUMINUM OUTLETS A = TYPE, SEE SCHEDULE IN SPECIFICATIONS AO ANALOG OUTPUT PROTECTION 5. ALL ELECTRICAL IN SHOW WINDOWS (FLOOR OR CEILING) MUST BE DISCRETE, PAINTED TO AP ACCESS PANEL MSB MAIN SWITCHBOARD ® EXIT SIGN - CEILING / WALL MOUNTED, ARROWS AS INDICATED. A 16. FOR ALL SLAB PENETRATIONS, THE METHOD, DEPTHS, AND LOCATIONS SHALL BE MATCH ADJACENT SURFACE AND FLUSH WITH SURFACE. 150WEST36TH STREET,FLOOR 4 Lo) POKE THROUGH, A = TYPE, SEE SCHEDULE IN SPECIFICATIONS NEW YORK,NY 10018 ATS AUTOMATIC TRANSFER SWITCH MSWB MAIN SWITCHBOARD PRE-APPROVED BY BUILDING FIELD REPRESENTATIVE PRIOR TO THE START OF WORK. SLAB TEL 212 413 8400 FAX 2124138401 �p EMERGENCY BATTERY PACK LIGHT FIXTURE - CEILING/WALL ® THERMOSTAT REPLACEMENT SHALL BE INSTALLED WITH DOWELLING AND REINFORCED CONCRETE OR AS 6. PROVIDE UN-SWITCHED HOT LEGS TO ALL EXIT SIGNS, EMERGENCY FIXTURES (EM), NIGHT AWG AMERICAN WIRE GAUGE MS/TP MASTER SLAVE/TOKEN PASSINGpoi DIRECTED BY FIELD REPRESENTATIVE. WHERE SLAB IS SAW-CUT AND REMOVED FOR LIGHTS NL www.hoi-en Gem BAS BUILDING AUTOMATION SYSTEM - COMMUNICATION TRUNK Ll MOUNTED © O JUNCTION BOX/OUTLET BOX TRENCHING THE CONTRACTOR SHALL INSTALL MOISTURE BARRIER PER LANDLORD'S TO LIGHT FIXTURE SCHEDULE FOR ADDITIONAL NNFORMATION.�ERY BACKUP BALLAST. REFER 1 6500D41 80 BFF BELOW FINISHED FLOOR MTD MOUNTED AFEA (AREA FOR EVACUATION ASSISTANCE) SIGN - CEILING/WALLREQUIREMENTS. BFG BELOW FINISHED GRADE N/A NOT APPLICABLE ® g MOUNTED, ARROWS AS INDICATED. © BLANK FACE GFCI FEED THROUGH DEVICE 7. PROVIDE A DEDICATED NEUTRAL FOR ALL DIMMED LIGHTING CIRCUITS. BI BINARY INPUT N/C NORMALLY CLOSED 0 AUTOMATIC LOAD CONTROL RELAY 17. ALL PENETRATIONS THROUGH FIRE RATED WALLS, FLOORS OR PARTITIONS SHALL BE PROPERLY SEALED TO PREVENT THE SPREAD OF SMOKE AND FIRE. THE RATING OF THE 8. PROVIDE ALL REQUIRED MOUNTING AND SUPPORT HARDWARE FOR LIGHT FIXTURES TO MEET BKR BREAKER NIC NOT IN CONTRACT PENETRATION SEAL SHALL AT A MINIMUM BE THE SAME RATING AS THAT OF THE WALL, SPECIFIED MOUNTING HEIGHTS. BO BINARY OUTPUT NL NIGHT LIGHT STANDARD MOUNTING HEIGHTS POWER EQUIPMENT & DEVICES FLOOR OR PARTITION ASSEMBLY. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. C CONDUIT N/O NORMALLY OPEN (AFF, AFG, UNLESS NOTED OTHERWISE) ELECTRICAL SERVICE PANELBOARD 9. PROVIDE A FACTORY-INSTALLED MAXIMUM WATTAGE LABEL THAT CORRESPOND TO THE CD CANDELA OC ON CENTER (SURFACE OR FLUSH MOUNT) 15. COORDINATE ALL CONCRETE TRENCHING/CORING TO ENSURE THAT ANY UNDER SLAB MAXIMUM WATTAGE INDICATED IN THE LIGHT FIXTURE SCHEDULE ON ALL MEDIUM SCREW CT CURRENT TRANSFORMER OS OCCUPANCY SENSOR ELECTRICAL UTILITIES ETC. ARE NOT DAMAGED DURING FLOOR CUT. ANY DAMAGE INCURRED SHALL BE BASE LIGHT FIXTURES. CAN CABLE TELEVISION SYSTEM PDU POWER DISTRIBUTION UNIT TERMINAL CABINET (SURFACE OR REPAIRED AT CONTRACTOR'S EXPENSE. PRIOR APPROVAL AND COORDINATION WITH CCTV CLOSED CIRCUIT TELEVISION PH, 0 PHASE ALARMS 48 FLUSH MOUNT), TYPE AS NOTED PROPERTY MANAGEMENT IS REQUIRED FOR ALL CONCRETE CUTTING. CKT CIRCUIT PIV POST INDICATOR VALVE ANNUNCIATOR PANELS 48" PLYWOOD TERMINAL BOARD FOR TELEPHONE GENERAL LOW VOLTAGE NOTES: CPT CONTROL POWER TRANSFORMER PNL PANEL CLOCK OUTLETS (CENTERLINE) 84" SYSTEM, UNO. SIZE AS NOTED. 19. PROVIDE A SEPARATE CODE SIZED GREEN EQUIPMENT GROUND CONDUCTOR IN ALL CU COPPER, CONDENSING UNIT PNLBD PANELBOARD CONDUITS AND RACEWAYS CONTAINING LINE VOLTAGE CIRCUITS. FOR ALL 20A CIRCUITS, CVD CUMULATIVE VOLTAGE DROP CONTROLS (CENTERLINE) 48" v///A ELECTRICAL DISTRIBUTION PANELBOARD EQUIPMENT GROUND CONDUCTOR SIZE SHALL MATCH PHASE CONDUCTOR SIZE. FOR 1. PROVIDE ALL CONDUIT, WIRING, AND APPURTENANCES FOR THE SECURITY, AUDIO/VISUAL, PROVIDE FURNISH AND INSTALLCIRCUITS UPSIZED FOR VOLTAGE DROP INCREASE EQUIPMENT GROUNDING CONDUCTOR SIZE AND TELECOMMUNICATIONS SYSTEMS AS REQUIRED FOR A COMPLETE INSTALLATION. REFER --------- PT POTENTIAL TRANSFORMER DDC DIRECT DIGITAL CONTROL EXIT SIGNS (WALL MOUNTED, BOTTOM) 80" SWITCHBOARD OR MOTOR CONTROL PER CODE. TO ARCHITECTURAL AND SPECIALTY VENDOR DRAWINGS FOR ADDITIONAL INFORMATION. DI DIGITAL INPUT, DUCTILE IRON PTZ PAN, TILT, ZOOM INTERCOM (AFEA ONLY) 36" ///////,I CENTER ON HOUSEKEEPING PAD - DN DOWN QTY QUANTITY INTERCOMS 45" n TRANSFORMER 20. ALL ISOLATED GROUND (IC) RECEPTACLES SHALL BE PROVIDED WITH AN INDIVIDUAL GROUND 2. LOW VOLTAGE WIRING FOR CONTROLS, AUDIO/VISUAL, TELEPHONE/DATA AND SECURITY MAY THIS DOCUMENT IS RELEASED DPDT DOUBLE POLE, DOUBLE-THROW RCPT RECEPTACLE WIRE. UTILIZE PLENUM RATED CONDUCTORS NOT INSTALLED IN CONDUIT WHEN NEC, LOCAL FOR THE PURPOSE OF a PANELS/PANELBOARDS (TOP) 72" ` r• MOTOR AUTHORITY HAVING JURISDICTION AND LANDLORD PERMIT. SUCH CABLING MUST BE PRELIMINARY SUBMITTAL DPST DOUBLE-POLE, SINGLE-THROW RIA RUNNING LOAD AMPS C PROPERLY SUPPORTED IN ACCORDANCE WITH THE NEC, INCLUDING RUNNING CABLE AT CRAIG R. LANHAM �, EM EMERGENCY RTU ROOFTOP UNIT PHOTOCELLS 144" DISCONNECT SWITCH - "200/3/150" DENOTES 21. PROVIDE UPDATED TYPE-WRITTEN PANELBOARD SCHEDULES AT ALL EXISTING PANELBOARDS r EPO EMERGENCY POWER OFF RECEPTACLES (CENTERLINE) 18" Zoo%so AMPERES/POLE/FUSE NF= NON-PUBO CB- CIRCUIT AFFECTED BY WORK AND FOR ALL NEWLY INSTALLED PANELS. SCHEDULES SHALL REFLECT RIGHT ANGLES TO THE BUILDING STRUCTURE. LICENSE # 17547PE L SD SMOKE DETECTOR, SUPPLY DUCTAS-BUILT CONDITIONS. TRACE ALL EXISTING CIRCUITS TO VERIFY AND UPDATE SCHEDULES. o ETR EXISTING TO REMAIN SF SQUARE FEET, SUPPLY FAN BREAKER (200/3/CB) 3. TERMINATE ALL CABLES IMMEDIATELY ADJACENT TO I.T./A.V. RACK(S) UNLESS SHOWN ON IT IS NOT TO BE USED FOR RECEPTACLES (EXTERIOR) 24 w FACP FIRE ALARM CONTROL PANEL SPOT SINGLE-POLE, DOUBLE-THROW 22. ALL WIRING SHALL BE IN RACEWAY (EMT OR RIGID). FLEXIBLE METAL CONDUIT MAY ONLY THE DRAWINGS OR SPECIFICALLY NOTED TO BE TERMINATED ELSEWHERE. COORDINATE WITH CONSTRUCTION 2 FBD FURNISHED BY OTHERS/OWNER SPST SINGLE-POLE, SINGLE-THROW RECEPTACLES (GARAGES) 26" COMBINATION DISCONNECT (SAFETY) SWITCH AND BE USED FOR FINAL CONNECTIONS FROM OUTLET BOXES TO LIGHT FIXTURES, MOTORS, OWNER'S VENDOR QUANTITIES OF ALL CABLES REQUIRED AT EACH RACK AND RACK PURPOSES. FCA FAULT CURRENT AMPS 55 STAINLESS STEEL, SANITARY RECEPTACLES IN EQUIPMENT ROOMS 48" 30/3/15/1 MOTOR STARTER "30/3/15/1" DENOTES APPLIANCES, ETC., MAXIMUM LENGTH (6) FEET. NO BX, ROMEX, ARMORED CABLE, ETC., LOCATION PRIOR TO INSTALLATION. PROVIDE 10'-0" OF ADDITIONAL CABLE LENGTH AT FF FINISHED FLOOR SEWER, 501E STACK REMOTE INDICATING LIGHT (EQUIPMENT ROOMS) 45" L® AMPERES/POLE/FUSE/NEMA STARTER SIZE NF= ALLOWED. EACH TERMINATION. `, FLA FULL LOAD AMPS ST SHUNT TRIP. STEAM TRAP NON-FUSED CB= CIRCUIT BREAKER (30/3/CB/1) N FLR FLOOR swap REMOTE INDICATING LIGHT (FINISHED AREAS) CEILING 23, ALL CONDUITS SHALL BE CONCEALED WHENEVER POSSIBLE. 4. IF A CAMERA IS DEPICTED IN A LOCATION THAT INTERFERES WITH OTHER OBJECTS SUCH AS FVNR FULL-VOLTAGE. NON-REVERSING TL SWITCHBOARDISAFETY SWITCHES 48" ®Z MAGNETIC MOTOR STARTER, NEMA LIGHTS, VALENCES, MILLWORK AND CABINETRY, ARCHITECT SHALL ADJUST THE LOCATION No. Date SIZE AS NOTED. 3-POLE, UNO. 24. EXPOSED CONDUIT SHALL BE INSTALLED IN STRAIGHT LINES, PARALLEL WITH OR AT RIGHT ACCORDINGLY OR CONTACT VENDOR FOR REPOSITIONING. THIS IS VERY IMPORTANT IN •• •• •••• o GC GENERAL CONTRACTOR TR TAMPER RESISTANT STARTERS 48" ANGLES TO THE BUILDING STRUCTURE. DO NOT LOOP EXCESS FLEXIBLE CONDUIT IN AREAS OF LOW ELEVATION WHERE CAMERAS CAN BE DAMAGED OR REACHED WITHOUT EL GEC! GROUND FAULT CIRCUIT TX TRANSFORMER = MANUAL STARTER CEILING SPACE. ASSISTANCE. INTERRUPTER TYP TYPICAL SWITCHES (CENTERLINE) 48" vi GER GROUND FAULT RELAY U/F UNDERFLOOR TELEPHONES (PUBLIC) 1 ® 48", 1 @ 36" VFD VARIABLE FREQUENCY DRIVE 25. HORIZONTAL OR CROSS RUNS OF CONDUIT AND WIRING IN WALLS AND PARTITIONS IS NOT 5. ALL STRAIN RELIEF FITTINGS SHALL BE ROMEX TYPE. PERMITTED. z G GROUND U/G UNDERGROUND TELEPHONE, DATA OUTLETS (CENTERLINE) 18" O RELAY OR CONTACTOR (IN SCHEMATICS) 6. PROVIDE COVER PLATES AT ALL CAMERA LOCATIONS. SECURITY VENDOR WILL TERMINATE, GND GROUNDuH UNIT HEATER TELEPHONE TERMINAL BOARD (BOTTOM) 6" 26. PASS RACEWAYS OVER WATER AND OTHER PIPING WHEN PULL BOXES ARE NOT REQUIRED. MOUNT, AND ADJUST CAMERAS.GRS NO RACEWAY WITHIN 3" OF HOT WATER PIPES, OR APPLIANCES, EXCEPT CROSSING WHERE ✓ GALVANIZED RIGID STEEL MAGNETIC CONTACTOR, SIZE, COIL VOLTAGE AND o HOA HAND-OFF-AUTOMATIC U/S UNDERSLAB TELEVISION OUTLETS 18" C NUMBER OF POLES AS INDICATED (L= LIGHTING a UL UNDERWRITERS LABORATORIES, L RACEWAY SHALL BE AT LEAST 1" FROM PIPE COVER. LL IG ISOLATED GROUND CONTACTOR, P= POWER CONTACTOR) INC. v ISC SHORT CIRCUIT CURRENT UNO UNLESS NOTED OTHERWISE ANNOTATION 27. SECURE ALL SUPPORTS TO BUILDING STRUCTURE AS REQUIRED. SUPPORT HORIZONTAL JB JUNCTION BOX TS TIME SWITCH RUNS OF METALLIC RACEWAYS NOT MORE THAN TEN FEET APART. n UPS UNINTERRUPTIBLE POWER SUPPLY s) J-BOX JUNCTION BOX 1 ELECTRICAL PLAN NOTE CALLOUT V VOLT(S) PHOTOCELL 28. ALL JUNCTION BOXES SHALL BE RIGIDLY ATTACHED TO STRUCTURE OR MILLWORK. Issue Note: PC ri kcmil 1600 CIRCULAR MILS VAC VOLTS ALTERNATING CURRENT 1O TECHNOLOGY PLAN CALLOUT o KK KIRK KEY VD VOLTAGE DROP INDICATING LIGHT 29. COORDINATE FINAL CONNECTION LOCATIONS, TYPES, AND REQUIREMENTS TO DIVISION 15 BID/PERMIT SET n kV KILOVOLT EQUIPMENT DESIGNATION (OWNER FURNISHED, EQUIPMENT WITH DIVISION 15 CONTRACTOR PRIOR TO ROUGH-IN. ce VDC VOLTS DIRECT CURRENT o kVA KILOVOLT-AMPS 1 CONTRACTOR INSTALLED) FOO PUSH BUTTON VFD VARIABLE FREQUENCY DRIVE a kVAR KILOVOLT-AMPS REACTIVE 30. ELECTRICAL CONTRACTOR SHALL MAKE ALL FINAL CONNECTIONS TO MILLWORK. CONFIRM = W WIRE CONNECTION POINT OF NEW WORK TO EXISTING I-I STOP-START PUSH BUTTON CONTROL STATION FINAL CONNECTION LOCATION AND REQUIREMENTS WITH MILLWORK CONTRACTOR PRIOR TO 04/05/2017 o kW KILOWATT WP WEATHER PROOF COVER ROUGH-IN. ••• ,.. .... , I<WH KILOWATT-HOUR WR WEATHER RESISTANT O DETAIL REFERENCE UPPER NUMBER INDICATES DETAIL NUMBER ® HAND-OFF-AUTO PUSH BUTTON CONTROL STATION Project ID: PORTLAND LF LINEAR FEET XP EXPLOSION PROOF ® LOWER NUMBER INDICATES SHEET NUMBER 31. PROVIDE ALL MISCELLANEOUS STEEL AS REQUIRED FOR THE PROPER INSTALLATION OF Drawn MAW MASTER ANTENNA TELEVISION DO MUSHROOM-TYPE PUSH BUTTON ELECTRICAL EQUIPMENT AND SYSTEMS. By; HEI O SYSTEM mAllik® SECTION CUT DESIGNATION NO, OVERHEAD PADDLE FAN 32. PROVIDE NYLON BUSHINGS FOR ALL CONDUIT STUB-UP LOCATIONS TERMINATED WITHOUT A Review By: HEI / \ JUNCTION BOX UNLESS NOTED OTHERWISE. Plot - REFERENCE ONLY • Date: 04/05/2017 33. ALL ELECTRICAL DEVICES AND COVER PLATES SHALL BE "DECORA" STYLE. NOT APPROVED WITH THIS PERMIT 0 Sheet Title: o. 34. ALL EQUIPMENT TO BE U.L LISTED. 2 ELECTRICAL LEGEND C 7 & GENERAL NOTES n ,41 O O.11 Sheet No.: z F 2 FO . O IIC O r . m z 0 i : ; ;:: REFEEDNARAL NOTES.REFEL5/ NCROCCUYETCHSCHEDULE ON SLIGHTINGR51 INFORMATION. FAX 510 / 848-0897 3. REFERENCE LIGHTING FIXTURE SCHEDULE ON SHEET E2.1 FOR ADDITIONAL LIGHTING FIXTURE NFORMATION. Project: 0 4. PROVIDE UN-SWITCHED HOT LEGS TO ALL EXIT SIGNS, FIXTURES WITH EMERGENCY BATTERY CC BACK-UP BALLASTS, AND NIGHT LIGHT FIXTURES. W LIGHTING PLAN KEYED NOTES: Q I in n 1 PROVIDE WALL OCCUPANCY SENSOR FOR ROOM LIGHTING N CONTROL. COORDINATE EXACT LOCATION AND MOUNTING CO HEIGHT WITH ARCHITECT. REFER TO LIGHTING CONTROLS O = Ni AI DETAILS ON SHEET E2.1 FOR FURTHER INFORMATION. (i) N. 2 PROVIDE CEILING MOUNTED OCCUPANCY SENSOR FOR ROOM 0 / _ , ti a-�_t-,.- '�_ �_s,-�-_ -7,,,,, �V ro �- e-o , «.^n LIGHTING CONTROL. COORDINATE EXACT LOCATION WITH Z ARCHITECT. PROVIDE ALL PARTS NECESSARY FOR A FULLY z 0 C( , ✓``.v. A �` � ........ L` v' "v ... v' FUNCTIONING SYSTEM, LIU < � O m ,. =�` ; ,r 1�` 1MP' IMP~ _Mr` IS' 1= ..I -1M. _Ur'' -1�.. 1r' I i I I LOCATION OF SWITCHBANK SHOWN FOR REFERENCE ONLY. Ce -I C E I " I COORDINATE EXACT LOCATION AND MOUNTING HEIGHT WITH I- Z R14-12 ' ° ARCHITECT PRIOR TO ROUGH-IN. REFER TO SHEET E2.1 �y = 0 CL-1 - L FOR FURTHER INFORMATION. CL w Z • i 0 t L �� • I �I n Rx-yy DENOTES RELAY PANEL AND RELAY NUMBER. o LO1.SP L01.SP LO1.SP L_).SP LO1.5P LO1."I' Rx: RELAY PANEL NAME LO1 2P L�1.S� L01.5P yy: RELAY NUMBER I- L01.SPL01.5P L2 5� U) [� EXAMPLE: R1-1 IS RELAY PANEL 'R1', RELAY #1 I H1 4-1 �1 •=��. 01.SF � 01.5P L2 % I I PROVIDE LOW VOLTAGE SWITCH FOR LOCAL OVERRIDE OF 0 R1-S, i 1.' LJ OCCUPANCY SENSOR. REFER TO LIGHTING CONTROL DETAILS 0_ ;; R1-15 H14-31 1• � 01.SP S;• ON E2,1 FOR FURTHER INFORMATION. ti••; L01. • O1.SP • L2; AE _ R1-2 Li 1 iI - in �� / V - I1r L2 .SP 00 - ' R1 -14,17 �[] /� ` - �L 1_01.6�`ii A L( 1.5P ti i L2 T u - .- . - LO1.0. L2 Consultants: -•• R i STRUCTURAL ENGINEER i.il L, L01.'P L01.SP L ,S • _ 1.SP L01.SP L2 .S - u Murphy Burr Curry, Inc. • STC� GE ��',. !`� 14-27 85 Second Street • iC c L CL-3 San Francisco, CA 94105 • \`�I D 1 TEL: 415.546.0431 / „.,,, ,_27 2 kL it,,,,,TS AREA �,• X„., i,L � l • 01 �� • • IISrii drilla; H14-17 • L. . .� �`1 R1-4 • v- \ . II LO SP LO1.5P L 1 3P L01.SP LU1.SP L23, P �+ , • • • - _ .L . . . L23. � HENDERSON :-. - •I • 0 I / 0A L:. . JENG1NEERSM • Zt. 41 'I': Fa 1.SP • 11.SP L23...• r IZ 1 H 13 H 14 It L L23„ ]50 NEW YORK,EST 36THSTREET,FLOOR 4 H1 -5�� / ' L01. i I `D 1.SP 0101.5P TEL 212 4138400 FAX 212 413 8401 ;:;;j:: r { www,hei-eng.eou!e� _ •...,.y,; L _ . 1 1 6500041 80 • X `•,.� '� L01. �i a i 1_SP g. 1 1.SP L23.,Pr • AE Afill'1 H14-29 '`, - = - - - �I R1-6 a LI 1.SP • 11-SP L23.11 - GL 1 I-I14- 3 [ii [ - - F . • - -16 �i E � I L02.r LO�.FL LI • R1 5,R Lg1 sp L 1.SP • .1.SP L23.. iP •{' l _ li L23.;J- •:/ A H14-11 R1-7 H14-13 H14-1 5,4•1' -- • R1-13 R1-12 ° I CL-2 E P gl L01.SP�l P P E L01.SP, X1.5- •i v 1T1 I) i BREAK ROOM in. - L01.FL LO1.FL L01.SP 11.5` A kAf . '` g THIS DOCUMENT IS RELEASED 1 o © L01.SP ;11.S- ■I� FOR THE PURPOSE OF2 PRELIMINARY SUBMITTAL - - s;i y�' AE 1114-9 • R1-8 LD1.FL L01.FL CRAIG R. LANHAM H14-33 L01.SP t1.S' Ilii LICENSE # 17547PE Y r LO1.' R1 9 (j1SP ,• •f LQ1.'.P y•r L�1�5P �•� IT IS NOT TO BE USED FOR .. 1 ICONSTRUCTION 1 L01.SP L01.SP ° 3 �� ; H 1 4-7 PURPOSES. E 'E. R1-10 611■1111 Q__� � - iri _ - II MPLO L 1-r _ �. 'I �THRO• w, 1 A I 'i' =► �' =1) �I K-----__ 0 Na. Date 1 104 -4 4 `..-...-__F-7,__ I- CLO T a ■I [F___ 4 105 �Zl- '6 1I -. _/. D w 0 m S 0 0 N s Issue Note: ,•-s- .. W BID/PERMIT SET E ce o 04/05/2017 , Aa Project ID: PORTLAND cr Drawn HEI BY: Review By: HEI m. ELECTRICAL LIGHTING PLAN `k: i 0 1/4"=1 '-0" Plot i 04/05/2017 Date: Sheet Title: E REFERENCE ONLY ELECTRICAL LIGHTING zco NOT APPROVED WITH THIS PERMIT PLAN 5 0 O CD !O oa m Sheet No.: Z is a -1. r 3 m z ://// — / 32 aill Eii&STR'siJA ARCHITECTS POWER PLAN GENERAL NOTES: A fr21 1, REFER TO SHEET EDO FOR ADDITIONALGENERAL NOTES. GE E L 0 ES. I729 Heinz Avenue, Suite 1 "- --- .--- _. ----_... ---.. 2. ELECTRICAL CONTRACTOR TO MAKE FINAL CONNECTIONS TO ALL FOOD SERVICE EQUIPMENT. H 1 3- 1 Berkeley, CA 94710 H 1 3- 1 12 3 1 VERIFY FINAL HEIGHT, LOCATION, AND ANY CONNECTION REQUIREMENTS WITH ARCHITECT AND 510 1 848-0895 12 R1 -3R1 -3 EQUIPMENT SUPPLIER PRIOR TO ROUGH-IN. FAX 510 1 848-0897 Mil\ i M i ��+ ---______ ____\ �'� POWER PLAN KEYED NOTES: Project: • - 13-31 1 IT RACK SELECTED AND PROVIDED BY NESPRESSO. I CC R1 -2 2 PROVIDE WI REMOLD 880 SERIES OMNIBOX MODEL 88051 RECESSED FLUSH FLOOR LJJ (PART) MOUNTED FULLY ADJUSTABLE STEEL FLOOR BOXES WITH MODEL 616TCA BRUSHED CC ALUMINUM COVER PLATE. COORDINATE FINAL LOCATION AND COLOR WITH ARCHITECT CO 4 PRIOR TO INSTALLATION. H1 i- 1 / 6 i I 3 PROVIDE JUNCTION BOX WITH 20A/1 P LOCKABLE TOGGLE DISCONNECT SWITCH IN 0 �-.� L{-} N (TYP) ! ACCESSIBLE LOCATION FOR POWER CONNECTION TO STOREFRONT SIGNAGE. THE N I DISCONNECTING MEANS MUST BE CAPABLE OF BEING LOCKED IN THE OPEN POSITION. r COORDINATE EXACT LOCATION WITH ARCHITECT AND SIGN SUPPLIER PRIOR TO ROUGH-IN. f H13- 16 n n o.o. :.�.... r j z Z 1 ' � REFER TO ARCHITECTURAL ELEVATIONS FOR ADDITIONAL INFORMATION. r �N��l o.� .'� L _____------ [ _ , ,- r r ui�i:� :till O. �� "'! 4 PROVIDE CONDUITS ROUTED THROUGH SLAB AND STUBBED UP INTO DEVICES. CONDUITS I Q �„�, �- -- '� �' BELOW SLAB TO BE 3/4" MINIMUM UNLESS OTHER WISE NOTED. COORDINATE EXACT Cd I 0 13- 16. 18�1 LOCATION, DEPTH AND METHOD OF CONDUIT ROUTING WITH ARCHITECT AND LANDLORD '�", T' PRIOR TO ROUGH-IN. PATCH AND REPAIR SLAB TO MATCH EXISITNG. / _.-----_ __---- _ N106 CM � z = ❑ PROVIDE 1" CONDUIT WITH PULL STRING FOR TELEPHONE AND DATA WIRING. ROUTE = W z ��1"A; 5 CONDUIT BACK TO I.T. CLOSET AND TERMINATE WITH BUSHINGS UNLESS OTHERWISE V) O U Q H 13— "" �•�:':•.^ NOTED. COORDINATE FINAL REQUIREMENTS AND LOCATION WITH ARCHITECT AND CLIENT �•�•�' ��"' REPRESENTATIVE PRIOR TO ROUGH-IN. W(411 Q < , 7 ilii IWO 6 COORDINATE EXACT LOCATION AND ALL REQUIREMENTS WITH ARCHITECT AND MILLWORK (I) l cC0 �tT x- 10,1 14 t� �, %/ I CONTRACTOR. I 47 PROVIDE 3/4 " THICK, FIRE RATED, PLYWOOD BACKBOARD FOR TELEPHONE %.,,,... 7------ Ili) EQUIPMENT FROM FLOOR TO CEILING ON WALLS INDICATED. COORDINATE EXACT SIZE IIn N AND LOCATION WITH ARCHITECT PRIOR TO INSTALLATION. 00 LO \ N. 8 i N. / \ H13-31 8 CONTRACTOR TO PROVIDE FLOOR BOX WITH CAPACITY FOR (1) QUAD RECEPTACLE 0) STORAGE N. N r \ R1 -2 AND (1) CAT5E DATA CONNECTION TO CASH RECYCLER. - \ N. / D`,�,� Consultants: 148 .,,:/ i, y•� (PART) 9 CONTRACTOR TO PROVIDE FLOOR BOX WITH CAPACITY FOR (1) QUAD Rf ECPT6ACLE C 'I'1y '-' I ' AND (1) CAT5E DATA CONNECTION TO COIN RECYCLER. STRUCTURAL ENGINEER N. ®�,"" �'i PROVIDE JUNCTION BOX AND FINAL POWER CONNECTION FOR MILLWORK LIGHTING. Murphy Burr Curry, Inc. I O Aft,r;.. H.� 3- 13 ROUTE CIRCUIT THROUGH RELAY PANEL. REFER TO SHEET E2.1 FOR FURTHER 85 Second Street • L SALES ARE i : 7. :. R1 - 1 INFORMATION. San Francisco, CA 94105 �,,'�^�; , ' TEL: 41 5.546.0431 101 2 ,r M 11 NOT USED r' - '` • „en �..0 i ,.. JI ' I Q PROVIDE CEILING FLUSH MOUNTED SHOW WINDOW RECEPTACLE. COORDINATE EXACT 5 ..._ z M�� ;.:,MINN b�� ,' y 1 3 LOCATION AND COLOR WITH ARCHITECT PRIOR TO INSTALLATION. - i3 ... 0 �fi / 13 PROVIDE NEMA 6-30 TYPE RECEPTACLE FOR 3KVA UPS. ■101_ ■..._ •�" C:=I 14 CIRCUIT TO BE ROUTED THROUGH LCP PANEL. REFER TO SCHEDULE ON SHEET E2.1 -:: / . MIN 6rlirraiENGINEERSM HENDERSOH :1: : �,MIMI 11000 2 I k 11111 150 WEST 36TH STREET,FLOOR 4 ,,,, OA };r: L�t_.) NEW YORK,NY 10018 - / / III' :;�� reg 2i2 413 8400 Fax 212 413 8401 NM ... �.151:41.) / www.hei-eng.com 011, ,,,, �l �,.,., 0 0 1650004180 R1 - 13 H14 CL :. 01MI A 11 / II (ETR) (ETR) .. /.11. H14-40 :::: H 13-35 0111 .111 :... t .111 I .11 / 0410. 11.1 "1' H13-42 1 R1 —5 p....) N ////1/ H 1 4- • 8, 0 �.�I . / H13- 19s, � _ __ __ H13- 18 _..._..._..._..._.... _� �` � H13-35 THIS DOCUMENT IS RELEASED 41 Ii. 3i,, , FOR THE PURPOSE OF :/ .1 r , � / CRAIG R PRELIMINARY LANHAMMITTAL LICENSE # 17547PE I IT IS NOT TO BE USED FOR — CONSTRUCTION .I PURPOSES. • MI 1 No. Date 4 ... ... ... ... .... H13-41 BREAK ROOM ;--- H13-33( -----:---------.1( '"- 106 -H-1-3 �00000v000a000000000000 R1 -6 �,+� 31 R1 -4 ,, �� o� ni 1 \ -�_ P;\ C�11.1 1 AMI — 14 s' 12 �-_____` H1 3-9 H13-7 H13-5 II _` - Issue Note: �/ H13-38 BID/PERMIT SET H13- 15 ) 1 • H13-37,39 �� _ 04/05/2017 -4 109 H14-38 Yam r Project ID: PORTLAND C-II) OFFICE _ Drawn ___D-ril liFJ EMPLOYEE o---� I 13 By: HEI 106 BATHROOM ,W_ C5? _ ` �� Review By: HEI H1 3-23 _ JAN.C. IT RACK Plot 014 051201 H13-21 R1 -7 1 H13-40 �� Date: / \it 14 1041 H13fiT2�LOSET � ~ - : . ) o _ REFERENCESheet Title: N'16 ' 1 • 6 ONLY ELECTRICAL POWER 105 NOT APPROVED WITH THIS PERMIT P.— PLAN 11— //:///:////,/. / All/ 41/WAVAPFAIr 7 7/// ///7 - / /// f '7-----r, Sheet No.: ELECTRICAL POWER PLAN :-' 1A 1. 01/4"=1 '-0" ...1 ..., ... ... \.1 1.I 4111I POWER PLAN GENERAL NOTES: / 1. REFER TO SHEET E00 FOR ADDITIONAL GENERAL NOTES. GOIMIG&STRAJA ARCHITECTS 2. ELECTRICAL CONTRACTOR TO MAKE FINAL CONNECTIONS TO ALL FOOD SERVICE EQUIPMENT. VERIFY FINAL HEIGHT, LOCATION, AND ANY CONNECTION REQUIREMENTS WITH ARCHITECT AND EQUIPMENT SUPPLIER PRIOR TO ROUGH-IN. 729 Heinz Avenue, Suite 1 Berkeley, CA 94710 510 1848-0895 POWER PLAN KEYED NOTES: FAX 510 1848-0897 El PROVIDE POWER CONNECTION TO FACTORY MOUNTED DISCONNECT SWITCH. CONFIRM ------------- / • ••• ••••/ REQUIREMENTS WITH DIVISION 15 CONTRACTOR PRIOR TO INSTALLATION. Project: n PROVIDE TOGGLE SWITCH FOR RE-CIRCULATION PUMP. REFER TO DETAIL 2 OF THIS 0 SHEET FOR ADDITIONAL INFORMATION. CC • ILLI CC M 0 D dnN / 0 VI) (f) t— CNN.. � 0 z =I - li Cr) r � z o as W QCe —I CC � � 0 a z = ❑ wZ 0 u) 0Q J H14-6 CC0 r� U) CL ❑1 LO / W J cr) H14-4 Consultants: -- , STRUCTURAL ENGINEER .c."I-1 Murphy Burr Curry, Inc. 1 85 Second Street San Francisco, CA 94105 TEL: 415.546.0431 <FF8) • MHENDERSON ENGINEERSI AV Allall 150 WEST EW YORK,STREETNY 10018 FLOOR 4 cr TEL 212 413 8400 FAX 212 4138401 R1 H13 H14 (ETR) (ETR) i www.hei-eng.com 650004180 TIMESWITCH FURNISHED BY DIVISION 15 CONTRACTOR, INSTALLED BY DIVISION 16 CONTRACTOR. COORDINATE EXACT LOCATION WITH DIVISION 15 CONTRACTOR. INSTALL �. ' _ / _ _ _ - – _ _ _ _ _ _ _ _ PER MANUFACTURER'S WRITTEN HOT WATER 1 DIRECTIONS. RECIRCULATION PUMP. Ill NEUTRAL . ! _ ,• I�, � ,' r -E 1--- -1 r 1 I I 1 qw 1 RP 1 LOji _..._..._....._..._.... LINE II I II I 1 : a LJ_J L__J L————J THIS DOCUMENT IS RELEASED \\– -- FOR THE PURPOSE OF PRELIMINARY SUBMITTAL AQUASTAT FURNISHED BY DIVISION AIG R. LA HA 15 CONTRACTOR, WIRED BY DIVISION LICENSE # 17547PE 16 CONTRACTOR. COORDINATE EXACT REQUIREMENTS WITH DIVISION IT IS NOT TO BE USED FOR 15 CONTRACTOR. INSTALL PER - . CONSTRUCTION MANUFACTURER'S WRITTEN 1 PURPOSES. DIRECTIONS. CID 1 RECIRC. PUMP/ 2 • J TIME SWITCH • 60A/3P/50AF BiI _ - _ I -� _._ No. Date ... RECIRCULATION PUMP WIRING DIAGRAM I H1'4-8 � 1 1 �\ 0 NO SCALE H14-2 I' 0 \-. _ II' !O WATER HEATER H14-11.),12,14 (IN ROOF) I AE 1 Issue Note: BID/PERMIT SET 04/05/2017 Project ID: PORTLAND Drawn HEI BY: Review By: HEI ELECTRICAL HVAC POWER PLAN :='r '',: Plot 0 1/4"=1 '-0" /4„_' �_�� Mai04/05/201 7 O..1 .•. .... Date: \I IF Sheet Title: REFERENCEELECTRICAL HVAC ONLY POWER PLAN NOT APPROVED WITH THIS PERMIT ------------ Sheet No.: 1411. / SECURITY AND LOW VOLTAGE GENERAL NOTES: SECURITY AND LOW VOLTAGE PLAN KEYED NOTES: GORING&STR 1JA ARCHITECTS 1. REFER TO SHEET E0.0 FOR ADDITIONAL GENERAL NOTES. 1 COORDINATE EXACT LOCATION AND ALL REQUIREMENTS WITH ARCHITECT AND MILLWORK CONTRACTOR. 2. COORDINATE LOCATION OF ALL WIRING DEVICES INSTALLED IN MILLWORK / WITH MILLWORK CONTRACTOR. 2 PROVIDE BACK BOX AND CONDUIT FOR SECURITY DEVICE. REFER TO ARCHITECTURAL SHEETS FOR DEVICE DESCRIPTIONS. 729 Heinz Avenue, Suite 1 3. COORDINATE LOCATIONS, MOUNTING HEIGHTS AND FINISHES OF ALL COORDINATE EXACT LOCATION WITH ARCHITECT PRIOR TO Berkeley, CA 94710 WIRING DEVICES WITH ARCHITECTURAL PLANS, ELEVATIONS AND DETAILS ROGH-IN OR BID. COORDINATE ALL REQUIREMENTS WITH IT/AV 51 O 848 0895 PRIOR TO ROUGH-IN. NOTIFY ARCHITECT AND ENGINEER OF ANY CONSULTANT. CONFLICTS OR DISCREPANCIES PRIOR TO ROUGH-IN. FAX 510 / 848-0897 3 PROVIDE FLOOR BOX WITH CAPACITY FOR (6) DUPLEX 4. ALL ELECTRICAL DEVICES AND COVER PLATES SHALL BE DECORATOR RECEPTACLES AND (6) NETWORK DATA CONNECTIONS. SAW CUT .•• •••• STYLE. FLOOR AS REQUIRED. PATCH AND REPAIR TO MATCH ADJACENT Project: 5. CONFIRM ALL OVER CURRENT PROTECTION DEVICE RATINGS WITH FINISHED AS REQUIRED PRIOR TO COMPLETION OF WORK. NOTE: O THIS IS THE SAME FLOORBOX AS SHOWN ON POWER PLANS DIVISION 15 EQUIPMENT SUBMITTALS PRIOR TO INSTALLATION. AND IS SHOWN FOR CLARIFICATION PURPOSES ON THIS SHEET. CC 6. PROVIDE 2" CONDUIT WITH PULLSTRING FROM ALL TELE/DATA BOXES 4 PROVIDE BACKBOX AND CONDUIT FOR KRONOS EQUIPMENT. UJ STUBBED UP WALL AND TO ACCESSIBLE CEILING LOCATION FOR REFER TO ARCHITECTURAL SHEETS FOR FURTHER INFORMATION. I IC / ROUTING OF LOW VOLTAGE CABLES TO TELEPHONE BOARD. COORDINATE ENTIRE INSTALLATION WITH MANUFACTURER SPECIFICATIONS AND PROVIDE ALL PARTS NECESSARY FOR A 7. VERIFY FLOOR BOX COVER PLATE STYLES AND FINISHES WITH FULLY FUNCTIONING SYSTEM. D co ARCHITECT AND PROVIDE SUBMITTALS FOR ARCHITECTURAL/ENGINEERING 0 ry CN REVIEW PRIOR TO PURCHASE. COORDINATE EXACT LOCATION WITH 5 PROVIDE (1) CAT5E CABLE FROM DEVICE BACK TO IT RACK. �J CV , 4111 ARCHITECT PRIOR TO ROUGH-IN. ❑ (J) -I- N Ei JBL CONTROL 16 SPEAKER. DAISY CHAIN 16/2G PLENUM 8. PROVIDE COVER PLATE WITH 'CONTROLLED RECEPTACLE MARKING' RATED WIRE BETWEEN ALL SPEAKERS AND ROUTE HOMERUN tiA Z zO / SYMBOL AS REQUIRED BY NEC 2014 SECTION 406.3(E) ON ALL BACK TO MANAGER'S OFFICE. I cc RECEPTACLES CONTROLLED BY AN AUTOMATIC CONTROL DEVICE SUCH L - _I_, - RELAY PANEL OR OCCUPANCY SENSORS. 7 PROVIDE BACKBOX AND CONDUIT FOR WIRELESS ACCESS POINT. I I- %— O REFER TO ARCHITECTURAL SHEETS FOR DEVICE DESCRIPTIONS. F'-CZ 1 VI COORDINATE EXACT LOCATION WITH ARCHITECT PRIOR TO CMz 1 ROGH-IN OR BID. COORDINATE ALL REQUIREMENTS WITH IT/AV LL I CONSULTANT. = 11.1 Z ��I• 8 IT RACK SELECTED AND PROVIDED BY NESPRESSO. ELECTRICAL O CO u < CONTRACTOR TO ROUTE (3) CAT6 CABLES FROM IT RACK TO 25dW 0 Q Q DGA (NO MONITOR). VERIFY EXACT LOCATION OF IT RACK AND DGA WITH ARCHITECT PRIOR TO INSTALLATION. (f) _ __ � � � CC0 I 6 _ [ J PROVIDE BACKBOX AND CONDUIT FOR SHOPPERTRAK DEVICE. CL r r+++ REFER TO ARCHITECTURAL SHEETS FOR DEVICE DESCRIPTIONS. l{ 4'ii) — t '+ COORDINATE EXACT LOCATION WITH ARCHITECT PRIOR TO (1) M ROGH-IN DR BID. COORDINATE ALL REQUIREMENTS WITH IT/AV I _ .z':fSf F I.0 4 _-- —.... CONSULTANT. �, _ h\ 10 PROVIDE (3) UN-TERMINATED CAT5E CABLES ABOVE CEILING I Op in ' 1 - ,:'v; •�� t (NEAR ACCESS PANEL) FOR FUTURE USE. ACCESS PANEL .- • SHOWN FOR REPRESENTATION PURPOSES. VERIFY EXACT --------------- LOCATION - --• -- --• --- "" Q LOCATION WITH ARCHITECT PRIOR TO START OF WORK. `,:v i/ �\` I Consultants: U �` 11 PROVIDE (6) CAT5E CABLE FROM DEVICE BACK TO IT RACK. STRUCTURAL ENGINEER IL _ \� 12 ELECTRICAL CONTRACTOR TO ROUTE (10) CAT6 CABLES FROM Murphy Burr Curry, Inc. �` 85 Second Street TELE/DATA DEMARCATION (DEMARC) POINT AT BACKBOARD TO ‘ NEW IT RACK IN 2" CONDUIT. VERIFY EXACT ROUTING AND San Francisco, CA 94105 X STORAGEV r ,_O,- ,.\ 1 LOCATION PRIOR TO START OF WORK. TEL: 415.546.0431 108 F III, Q'�-�� J\�` ® 13 ELECTRICAL CONTRACTOR TO ROUTE 2" CONDUIT FROM BACK o �� SIDE OF IT RACK INTO BOUTIQUE AREA FOR ROUTING OF ALL SALES AREA =,11 ��N 10 DATA CABLES IN BOUTIQUE AREA. ��I`. 2 101 ..� 14 PROVIDE BACKBOX AND CONDUIT FOR VOLUME CONTROL ••= �^ 7 SO 6 2 DEVICE. REFER TO ARCHITECTURAL SHEETS FOR DEVICE • . %if �� DESCRIPTIONS. COORDINATE EXACT LOCATION WITH ARCHITECT zl:= `' PRIOR TO ROGH-IN OR BID. COORDINATE ALL REQUIREMENTS I , / �1' WITH IT/AV CONSULTANT. j .,�° rJ1JHENDERSON .= 5 � � �H© 11 ,. ENGINEERSII • „Ilrg ' 1 ' `� , it f / ill i 150'�ESi 36TH STREET,FLOOR 4 — a: ;;i;• 0 / NEW YORK,NY 10018 R1 H13 H14 = ` O Tyr`212 413 6400 Fwx 212 413 6401 ng.com (ETR) (ETR) = {} wvrw.boi 1 5500041 80 r iiiiE il5 1 3 r r rmmmm _ r //4 r/ r lir �....og iA011/ - b� gib, 6 (r41_ rA 11 r Rill `E! 0 61 IL 5 -\ „:::///- .. ■ ENT IS BREAK ROOM f L 4 iI 106III FOR DOC PKURPOSE OFLEASED PRELIMINARY SUBMITTAL li o009-9900009006.00000000,10009-9900009006.00000000,10 .( CRAIG R. LANHAM 5 Q 'ii:i E4 D - LICENSE # 17547PE IT IS NOT TO BE USED FOR D K'''''''-----_: 2 L5_1 1CONSTRUCTION r141� � PURPQSES. i I I T.B.B.109 1 _ YY oFFlcE / Ill EMPLOYE0 Q __ I 1 No. Date 106 BATHROOM \ 1\ G—t / JAN.C. ® . / 104 IT CLOSET r� \ I • D�� 105 ,i. ` IT RACKS L V V V V 111 7 - • • - • i , . / // / / / / H I Issue Note: BID/PERMIT SET 04/05/2017 . ... __ A_ _ _ _ _ Project ID: PORTLAND Drawn H E I BY: Review By: H E I ELECTRICAL HVAC POWER PLAN %°�'%; Date: 04/05/2017 IOW 0 1/4"-1 ,-0” NMI I• rI v ee I e: REFERENCE ONLY ELECTRICAL SECURITY NOT APPROVED WITH THIS PERMIT AND LOW VOLTAGE PLAN Sheet No.: I Ii' LIGHTING CONTROL DEVICE SCHEDULE LIGHT FIXTURE SCHEDULE OCCUPANCY , Al,„___ TYPE MANUFACTURER/MODEL# LAMPS INPUT INPUT DESCRIPTION NOTES WALLSWITCHOCCUPANCYSENSORS al 1 6dti.N.G&STRAJA ARCHITECTS NO. TYPE VOLT WATTS VA SYMBOL MANUFACTURER EQUIVALENT COVERAGE _ L01.10.SP TYPE MODEUSERIES MANUFACTURER DEVICE DESCRIPTION (W X D) ON MODE TIME DELAY VOLTAGE NOTES L01-SP UL CERTIFIED 1 LED 120 10 11 ADJUSTABLE DOWNLIGHT-FLOOD WATTSTOPPER ' COOPER WALL MOUNT PASSIVE INFRARED OCCUPANCY SENSOR. MAJOR 30'x35' MANUAL 15 MIN 120/277V °` PW-100 HUBBELL SINGLE RELAY, INTEGRAL MANUAL OVERRIDE SWITCH. MINOR 15'x20' L01.10.FL $ 729 Heinz Avenue, Suite 1 LEVITON LINE VOLTAGE. L01-FL UL CERTIFIED 1 LED 120 10 12 ADJUSTABLE DOWNLIGHT- FLOOD SENSORSWITCH Berkeley, CA 94710 CEILING MOUNT OCCUPANCY SENSORS 510 / 848-0895 L02.10.FL =_ WATTSTOPPER COOPER CEILING MOUNT DUAL TECHNOLOGY OCCUPANCY PIR MAJOR 44'0 AUTO 20 MIN 24V FAX 510 / 848-0897 L02 UL CERTIFIED 1 LED 120 10 12 COMPASS ADJUSTABLE DOWN LIGHT-FLOOD ((®)) DT-300 HUBBELL SENSOR. 360 DEGREE COVERAGE. LOWVOLTAGE. PIR MINOR 25'0 LEVITON ISOLATED RELAY. ULT MAJOR 40'x40' L15 DECORATIVE SUSPENDED PENDANT SENSORSWITCH ULT MINOR 30'x30' Project: L15 UL CERTIFIED 1 LED 120 48 52 0 AUXILIARY DEVICES CC L23.10.SP SYMBOL MANUFACTURER EQUIVALENT u„J L23 UL CERTIFIED 1 LED 120 10 12 SPOT MODULE LED ON TRACK TYPE MODEUSERIES MANUFACTURER DEVICE DESCRIPTION VOLTAGE NOTES cc © WATTSTOPPER COOPER DIGITAL ON/OFF/0-10V DIMMING ROOM CONTROLLER 4. Q L27.10.FL LMRC-211 LEVITON D CO L27 1 LED 120 10 12 SPOT MODULE LED ON TRACK 0 IN � d � N NEM 1 LED 120 36 34 STANDARD 2'X2' TROFFER [ 21 WALLSWITCHES I _ N FIXTURES NOTED AS 'EM' SHALL HAVE BATTERY BACKUP WITH AN OUTPUT OF 1400 LUMENS FOR A MINIMUM OF 90 MINUTES SYMBOL MANUFACTURER EQUIVALENT z 0) L23.10.SP TYPE MODEUSERIES MANUFACTURER DEVICE DESCRIPTION VOLTAGE NOTES cc LIT PANEL Z O (zF33L UL CERTIFIED 1 LED 120 44 44 ,u5,,,. LC&D ' WATTSTOPPER DIGITAL MULTI-BUTTON SWITCH FOR MANUAL ON/OFF AND SCENE CONTROL, INTEGRAL LED AT EACH BUTTON 24V W < H M 0 $ BRIGHTON COOPER IS ILLUMINATED WHEN LOAD IS ON. "MS#" INDICATES MASTER SWITCH; REFER TO SIMTCH SCHEDULE FOR Ce J r X 1 LED UNIV 5 5 RECESSED EDGE-LIT LED EXIT SIGN SWITCH PROGRAMMING "#B" INDICATES LOCAL CONTROL SWITCH,WITH # DESIGNATING BUTTON QUANTITY. REFER z I ❑ TO LIGHTING PLAN FOR PROGRAMMING. SHALL BE FROM SAME MANUFACTURER AS RELAY PANEL. I:1M CC u_i Z I _ E 1 50W HALOGEN 120 34 36 POP DOWN EMERGENCY LIGHT-OUTPUT OF 380 LUMENS PER LAMP FOR A MINIMUM OF 90 MINUTES V) O I (, Q WALL DIMMING SWITCHES 1 (3— ! < < . SYMBOL MANUFACTURER EQUIVALENT H F3 1 LED 120 5 5 FLOOR MILLWORK MOUNTED DISPLAY LIGHT TYPE MODEUSERIES MANUFACTURER DEVICE DESCRIPTION LOAD TYPE WATTAGE VOLTAGE NOTES CO cc ° WATTSOPPER LEVITON 0-10VLOWVOLTAGE DIMMER SWITCH FOR MANUAL ON/OFF AND DIMMING CONTROL. 0-10V 100 24V 6 O LMDM-101 LEGRAND 0- U) GENERAL NOTES: Lo oo A OCCUPANCYSENSOR LAYOUT BASED ON WATTSTOPPER COVERAGE PATTERNS.ADJUST QUANTITIES AND LOCATIONS FOR EQUIVALENT MANUFACTURERS LISTED BELOW PER I MANUFACTURER-SPECIFIC SPACING CRITERIA DERIELAYDPANELUPOWFOR R� SEQUENCE OF OPERATION: B MANUFACTURERS CONSIDERED EQUIVALENT FOR SUBMISSION ARE LISTED IN 'EQUIVALENT MANUFACTURER'COLUMN IN SCHEDULE. DURING SUBMITTALS. PROVIDE PRODUCT RELAY PANEL SCHEDULE `_ BRANCH CIRCUITS PER CUTSHEETS AND SHOP DRAWINGS(AS FURTHER DEFINED IN GENERAL NOTES OF THIS SCHEDULE) FOR ENGINEER'S REVIEW. Consultants: PANEL SCHEDULES 1. UPON OCCUPANCY OF SPACE, POWER SUPPLY SHALL C SHOP DRAWINGS FOR LIGHTING CONTROL DEVICES THAT ARE INTENDED FOR USE AS ALIGHTING CONTROL SYSTEM SHALL INCLUDE PROJECT SPECIFIC LIGHTING CONTROL • (TYPICAL U.N.O.) AUTOMATICALLY TURN ON CONNECTED LIGHTS. SCHEMATICS AND SCHEDULES.ALSO,AT ENGINEER'S REQUEST, PROVIDE ASCALED EQUIPMENT PLAN FOR REVIEW OF EQUIPMENT LOCATIONS WITHIN PROJECT SPACE STRUCTURAL ENGINEER PANEL NAME: R1 POWER i RELAY CONSTRAINTS. Murphy Burr Curry, Inc. LOCATION: NES PRESSO PANEL PANEL _ 2. LOCAL CONTROL IS PROVIDED BY 3-WAY LIGHT SWITCHES. RELAY CIRCUIT LOAD CONTROLLED ZONE 'P' ip. 'R1' LIGHT LIGHTING STATE WILL DEPEND ON THE POSITION OF EACH D OCCUPANCYSENSOR SHOP DRAWINGS SHALL INCLUDE LIGHTING PLANS SHOWING LOCATION, MOUNTING HEIGHT, ORIENTATION AND COVERAGE AREAS FOR EACH OCCUPANCY 85 Second Street FIXTURES SWITCH. SENSOR ALSO INCLUDE ON PLANS OTHER CEILING MOUNTED SYSTEMS, SHOWING COORDINATION 1MTH CEILING DEVICES INCLUDING BUT NOT LIMITED TO HVAC SUPPLYAND San Francisco, CA 94105 1 H14 1 LTG-SALES ARE"a" C RETURN GRILLES. SPRINKLERS,AND LIGHT FIXTURES. TEL: 41 5.546.0431 2 H14-31 LTG-PENDANTS E 3. IF MOTION IS NOT DETECTED WITHIN SPECIFIED TIME DELAY 3 H14-27 LTG SALES AREA B ❑ �4 I ALL CONNECTED LIGHTS SHALL TURN OFF. E PROVIDE ALL OCCUPANCY SENSORS BY THE SAME MANUFACTURER 4 H14-17 LTG-SALES AREA C F VERIFYCOLOR(S) FOR ALL WALL AND CEILING MOUNTED LIGHTING CONTROL DEVICES WITH THE ARCHITECT. I - CURRENT 5 H14-19 LTG-SALES AREA"h" C I --ma TRACK LIGHTING 4. FOR MORE INFORMATION REGARDING MODEL NUMBERS, G PROVIDE COPIES OF OPERATION INSTRUCTIONS FOR ALL DEVICES TO OWNER. 1. LIMITING PANEL TIME DELAYS, COVERAGE PATTERNS, ETC. REFER TO H ALL WALL SWITCH AND CEILING SENSORS SHALL HAVE AN ADJUSTABLE TIME DELAY RANGE OF 0-30 MIN, UNO. 6 H14-29 LTG-SALES AREA D 3 OCCUPANCY SENSOR SCHEDULE. I DO NOT INSTALL LINE VOLTAGE SENSORS ON GFCI PROTECTED CIRCUITS. 7 H14- 1 LTG-SALES AREA C A -1—..0,-- J LIGHTING CONTROLS PRICING SHALL BE COMPLETELYSEPARATE OF ANY LIGHT FIXTURE PRICING.ANY LIGHTING CONTROLS PRICING THAT IS SUBMITTED WITH LIGHT FIXTURE 9 H14-33 LTG-SALES AREA 8 H14--9 LTG-SALESA AREA C ?D 0 7 TO ADDITIONAL PRICING(UNIT OR MINI-LOT)WILL BE IMMEDIATELY REJECTED IN ITS ENTIRETY, DIGITAL SWITCHES LOW K INSTALL WALL BOX DIMMERS TO ACHIEVE FULL RATING SPECIFIED AND INDICATED AFTER DE-RATING FOR GANGING AS INSTRUCTED BY MANUFACTURER. 10 H14-7 LTG-SALES AREA B _ VOLTAGE L CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING COMPATIBILITY OF ALL LIGHTING CONTROL DEVICES IN THIS SCHEDULE THAT ARE INTENDED TO OPERATE TOGETHER. !ANDERSON 11 H14-3 MILLWORK LIGHTING F LOW VOLTAGE CABLING r _ _ _ __ OCCUPANCY M PROVIDE A NEUTRAL CONDUCTOR TO ALL WALL BOX DIMMERS DO NOT SHARE NEUTRAL CONDUCTOR ON LOAD SIDE OF DIMMER GINEERS 12 H14-15 SHOWWINDOWRECEPTACLES C 13 H14-13 LTG-SALES AREA D PER MANUFACTURER'S I SENSOR REQUIREMENTS (TYPICAL) I SCHEDULED NOTES: 14 H14-35 GALLERYAN D TABLE AREA C 150 WEST 36TH STREET,FLOOR 4 I LOW 1 REQUIRES ANEUTRAL CONDUCTOR FOR OPERATION NEW YORK,NY 10018 15 H14-1 LTG-SALES AREA"b" C POWER T L 212 413 8400 FAX 212 413 8401 EMERGENCY _ VOLTAGE 2. FOR SELECTED DAYLIGHT SENSOR, CONFIRM FINAL LOCATION AND INSTALLATION PER MANUFACTURER'S RECOMMENDATIONS. INCLUDE MANUFACTURER'S RECOMMENDED 16 H14-19 LTG-SALES AREA j' C SUPPLY : SUPPLY - — — — — — OCCUPANCYwww.l�ei-®ng.com 17 H14-35 GALLERY AND TABLE AREA"f C FIXTURES —� — LOCATION WITH SUBMITTALS FOR REVIEW 1 5500041 80 I SENSOR 3. MOMENTARY SWITCH SHALL BE COMPATIBLE WTH ITS CONNECTED LIGHTING CONTROL DEVICE (I.E. OCCUPANCY SENSOR, RELAY PANEL, ETC.) 18 H14-9 LTG SALES ARE"n" C I 4. LIGHT LEVEL SETPOINT REPRESENTS AVERAGE MEASURED VALUE AT HORIZONTAL TASK PLANE WITHIN DAYLIT ZONE AND DOES NOT NECESSARILY REFLECT VALUE MEASURED LIGHTING CONTROL DIAGRAM GENERAL NOTES: I LOW AT THE SENSOR ITSELF. DURING STARTUP,COMMISSION DAYLIGHT SENSOR AND LIGHTING CONTROLLER TO ADJUST LIGHTS ON/OFF AND RAiSE/LOWER TO SATISFY INDICATED L - _ VOLTAGE SETPOINT. 1, LIGHTING CONTROL DIAGRAM IS DIAGRAMMATIC AND REPRESENTS THE GENERAL SCOPE . OCCUPANCY 5. SENSORSWTCH DOES NOT HAVE ULTRASONIC TECHNOLOGY SENSORS.THEREFORE,THEY MAY SUBMIT ALTERNATE TECHNOLOGY SENSORS THAT CAN MEET EQUIVALENT OF WORK AND THE LOCATION OF DEVICES IN RELATION TO EACH OTHER ALONG THE LOCAL CONTROL SENSOR COVERAGE AND PERFORMANCE OF ULTRASONIC FOR REVIEW AND CONSIDERATION. POWER CIRCUIT. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH SELECTED DEVICE MANUFACTURER FOR INSTALLATION INFORMATION. PROVIDE ALL PARTS AND PIECES 6. REQUIRES COMPATIBLE POWER PACK FOR SIMTCHING BALLASTS AND DRIVERS. REQUIRED FOR A FULLY FUNCTIONAL SYSTEM. 2. LOW VOLTAGE LIGHTING CONTROL SYSTEM COMPLETE WITH PROGRAMMABLE TIME CLOCK, LOW VOLTAGE RELAYS, AND DIGITAL LIGHTING CONTROL SWITCHES. PROVIDE SHOP DRAWINGS FOR APPROVAL PRIOR TO PURCHASE. 0/10 3. INTEGRAL TIME CLOCK SHALL BE ASTRONOMIC PROGRAMMABLE WITH 365 DAY OVCONTROL DEVICE 4-BUTTON CONTROL SWITCH ' MS1 ' SCHEDULE DC PROGRAMMABLE HOLIDAY SCHEDULING, AND 24 HOUR BATTERY BACK-UP. RELAYS SHALL BE MECHANICALLY HELD, SINGLE POLE, 20A RATED, NORMALLY CLOSED I BUTTON RELAYS OR ZONES CONTROLLED LABEL CONTACTS. LOW VOLTAGE CONTROL SYSTEM SHALL COMPLY WITH ALL LOCAL AND STATE I 1 RELAYS 1-22 DAY SCENE-ALL FIXTURES ON ENERGY CODES. I 2 RELAYS 2,6,1213,15,16,22 EVENING SCENE THIS DOCUMENT IS RELEASED EVENING ZONES ON FOR THE PURPOSE OF MS1 MS2 MS3 MS4 4. CIRCUITING SHOWN ON THE PLAN CORRESPONDS TO THE LIGHTING CONTROL SCHEME. 3 RELAYS 1-22 NIGHT SCENE ALL FIXTURES OFF PRELIMINARY SUBMITTAL IF CIRCUITING IS CHANGED IN THE FIELD THE ELECTRICAL CONTRACTOR SHALL CONTACT OCCUPANCY 4 RELAYS 8, 11,12.14,16 DAYLIGHT ZONES-ON/OFF CRAIG R. LANHAM THE ENGINEER AND NOTIFY THEM OF THE CHANGES IN WRITING. SENSOR — — — — LOW VOLTAGE WIRING I LICENSE # 17547PE _ DONTROLLED LINE VOLTAGE WIRING 1 12 1 2 12 5. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH OWNER AND LANDLORD FOR LOAD IT IS NOT TO BE USED FOR 2 a 4 3 4 3 4 PROGRAMMABLE TIME CLOCK SCHEDULES. THE ELECTRICAL CONTRACTOR SHALL PROVIDE CONSTRUCTION THE GENERAL CONTRACTOR WITH OPERATIONS MANUAL AFTER JOB IS COMPLETE. A 8-BUTTON s 5 s 1 s s 5 s COPY OF THE RELAY SCHEDULE WITH ANY FIELD CONDITION CHANGES IDENTIFIED SHALL CONTROL SWITCH 'MS2' SCHEDULE 4 7 e 7 8 7 s BE LEFT IN THE DOOR OF THE PANEL. THIS CONTROL DIAGRAM IS FOR GENERAL INTENT AND USES = = WATTSTOPPER REQUIREMENTS AS THE BASIS-OF-DESIGN BUTTON RELAYS OR ZONES CONTROLLED LABEL SALES LIGHTING SALES LIGHTING MANUFACTURER. DIAGRAMS MAY BE DIFFERENT FOR ALLOWED 1 RELAY 1 BUILDING SIGNAGE No. Date EQUIVALENT MANUFACTURERS. REFER TO FINAL APPROVED 2 RELAY2 SHOWWINDOWRECEPTACLES LIGHTING CONTROL DIAGRAM KEYED NOTES: MANUFACTURER'S INSTALLATION INSTRUCTIONS AND WIRING DIAGRAMS FOR INSTALLATION. 3 RELAY 3 EXTERIOR SIGN LOGO SWITCHBANK ELEVATION GENERAL NOTES: n LIGHTING CONTROL RELAY PANEL INFORMATION: 4 RELAY4 LIGHTINGUNDERCOUNTEREQUIP. a. MANUFACTURER (BASIS OF DESIGN): WATTSTOPPER LCMP SERIES 5 RELAYS b. ENCLOSURE: RECESSED MOUNT, NEMA 1K LIGHTING E K LIGHTING 6 RELAYS C 1. ARRANGE SWITCHES AS INDICATED ABOVE. FIELD MODIFY ARRANGEMENT t. INTEGRAL TIME CLOCK: REFER TO LASS AND RELAY PANEL SCHEDULES ON THIS 7 RELAY7 OFFICCEE RECEPTACLE CTRL TO COMPLY WITH SPACE LIMITATIONS AND CLEARANCE REQUIREMENTS. SHEET FOR TIME CLOCK AND RELAY PROGRAMMING. OCCUPANCY SENSOR DETAIL 8 RELAYS MILLWORK LIGHTING REFERENCE ONLY 2. PROVIDE FACTORY ENGRAVED FACE PLATES AND LABELS WITH TEXT AS 2 DIGITAL LOW VOLTAGE CONTROL DEVICE. REFER TO DETAILS 3 ON THIS SHEET AND TO 0 NO SCALE INDICATED. LIGHTING PLAN(S) FOR ADDITIONAL INFORMATION. NOT APPROVED WITH THIS FERMI 3. PROVIDE SWITCHES WITH INDICATOR LIGHTS. 3 PROVIDE ALARM INPUT FROM SECURITY. COORDINATE ALL REQUIREMENTS WITH SECURITY 8-BUTTON FRONT OF HOUSE SWITCHES TO BE BLACK, BACK OF HOUSE SWITCHES CONTRACTOR. 8-BUTTON CONTROL SWITCH 'MS3' SCHEDULE TO BE WHITE. W SEE LIGHTING CONTROL DETAILS FOR CURRENT LIGHTING PANEL NOTE. ASs= CLOCK AUTOMATIOM SCENARIOS SCHEDULE esus o e: (GLABAL CONTROL(DF AL.1. RELAYPANFf-�' -- --- -- - -- - - BUTTON RELAYS OR ZONES CONTROLLED LABEL ""TQ"u'1'�" S�E"`�RI" BIDIPERMIT SET LUNE RCSCF2I F'BION SC.HEULILE. =. AN LIAL ON/ ASTRONOMIC TC. .S I RON ZE(DONS LIGHTING CONTROL DIAGRAM SCIiEfJULEOFF ON/f�FF SCHE�ULEOFF 1 RELAYS MILLWORK LIGHTING SWITCHBANK KEYED NOTES: STOREFRO"` GNPICE x 2 S1iOW VV NdOW LI aHTINc�ANr� REGCPTACLEs x 2 RELAY 10 LTG-SALES AREA NOT TO SCALE SALES AF2 EAGEN F R AL LI< I I TNG X -- - 3 RELAY11 LTG-SALES AREA O SN.FS AREA[JL AiLAY L ICIHT1NC3 7C04/05/201 7 11 PROVIDE WATTSTOPPER #LMSW-100 SERIES DIGITAL MULT-BUTTON MASTER RE N(WATS x F PAIL 1_VVORK L1 1-1t1NG -x 4 RELAYI2 LTG-SALES AREA CONTROL SWITCHES. LOCATE UNDER SINGLE COVERPLATE. SEE BELOW FOR ca GE NF RAL 13( SALES AREA) - - x ... '•• •" '•' ••" H CJFFIGCRECEPTCL AE x 5 RELAY24 LTG-SALES AREA Project ID: PORTLAND BUTTON PROGRAMMING. K 6 RELAY 14 LTG-SALES AREA Drawn M 7 RELAY15 LTG-SALES AREA BY: HEI F. -. 8 RELAY 16 LTG-SALES AREA Review By: H E I CURRENT LIMITING PANEL SCHEDULE R ' T04/05/2017 L, = Date: ... ... ... .... Panel Name: Cl �, Sheet Title: --- x — Location: Voltage: 120 1 8-BUTTON CONTROL SWITCH 'MS4' SCHEDULE ELECTRICAL LIGHTING CL CIRCUIT LOAD RATED ALLOWED ClI3 BUTTON RELAYS OR ZONES CONTROLLED LABEL CONTROL DETAILS CONTROLLED AMPS WATTS WATTS 1 H14-3 LTG-SALES AREA 12.0 1440_0 1152 FF 1 RELAY 17 LTG-SALES AREA H 2 RELAY STORAGE & SCHEDULES H 2 H14-15 LTG SALES AREA 12 0 1440.0 1152 k JJ :,.,.:1:51 1 i r mi,i L., .-4 ,.- .k.., .,,,i-,.-,, i«..m :5�1..:V KTL'Y:.. •�w� o t_5-1 ,r-t.,..,L,i_lk:SH 1 ��I:r I'- — —_. 3 RELAY19 MILLWORK LIGHTING 3 H14-27 LTG-SALES AREA 12.0 1440.0 1152 l YF`ICAL SC.HE131-11_r : ""CONFIRM FINAL 1 IME iCHEOULC FROM OWf+ILI-2 PRIOR TO�uYSTEM NROGFiAMMiiNG 4 RELAY 20 SHOW WNDOW RECEPTACLES Sheet No.: - ., 4 H14-29 LTG-SALES AREA 12.0 I 1440.0 1152 OGGlJI1IEO FIC7u F28: MON-FRI: 5 RELAY21 LTG-SALES AREA SU N MAY: 6 RELAY22 GALLERYAND TABLE AREA 1o, 6 FLICK WARN MIN LI TFE.-2 H.711 IR C)�/F R R I IDF 7 8 PANELBOARD: H13 (EXISTING) FEDFROM: EQUIPMENT GROUND BUS • BUS AMPS: 100A AIC RATING: EXISTING �" MAIN SIZE/TYPE, MLO SERVES: NESPRESSO SUITE ONE-LINE DIAGRAM GENERAL NOTES: - VOLTS/PHASE: 208Y/120V,3PH.4W MOUNTING: SURFACE Gdll1PG&STRAJA ARCHITECTS SECTION:1 LOCATION: H BLOCK METER RM. 1. REFER TO SHEET E0.0 FOR ADDITIONAL GENERAL ELECTRICAL NOTES. IC KTO.I DESCRIPTION I AVOLTAMPBS/P i AS C 1WREIBKRINO. BKR AMP p I P 1 AMP I REI AOLi AM BS/P I ASEC I DESCRIPTION 1CKT 2. NC. COORDINATELANDLOND REQUIREMENTS. ALL NEW WORK WITH LANDLORD AND IN ACCORDANCE WITH NL 1 RCPT MILLWORK 720 12 20 1 2 729 Heinz Avenue, Suite 1 NL 3 UNDER COUNTER EQUIPMENT 1,000 12 20 1 3 30 SPARE 4 EX 3. THE ELECTRICAL DESIGN IS FROM THE METER TO (AND WITHIN) THE SPACE. Berkeley, CA 94710 THE LANDLORD IS OBLIGATED TO VERIFY THE DISTRIBUTION BOARD SUPPLYING NB,GF 5 RCPT REFRIDGE BATOR 1,000 12 20 1 6 THE TENANT HAS ADEQUATE CAPACITY TO ACCOMMODATE THE TENANT'S 510 1 848-0895 NL 7 LTG-UNDER COUNTER LIGHT 600 .=,-;:w Ai 12 20 1 1 20 12 1,800 •r RCPT-CASH RECYC. 8 NL ELECTRICAL LOAD. THE PEAK LOADS FOR THE OTHER TENANTS SERVED BY FAX 510 / 848-0897 NB,GF 9 RCPT-JANITOR'S CLOSET 540 12 20 1 1 20 12 720 1 RCPT-FLOOR BOX 10 NL THE LANDLORD DISTRIBUTION GEAR ARE NOT AVAILABLE TO HENDERSON NL 11 ENTERIOR SIGN/LOGO 1,200 12 20 1 1 20 12 720 RCPT-FLOOR BOX 12 NL ENGINEERS, INC. ... . --. NL 13 EXTERIOR SIGN LOGO 1,200 li 12 20 1 1 20 12 720 `.°j -CPT-FLOOR BOX 14 NL Project: NB, LCK 15 HAND DRYER 1,000 12 20 1 1 20 12 1,000 °DISHWASHER 16 NL 4. ALL CONDUCTOR LENGTHS PROVIDED IN THESE DESIGN DOCUMENTS ARE INTENDED SOLELY FOR USE IN THE DESIGN CALCULATIONS BY THE DESIGN I 0 NL 17 RCPT- UNDERCOUNTER EQUIP. 1,000 12 20 1 1 20 12 600 DEDICATED SCREEN 18 NL PROFESSIONAL UNLESS SPECIFICALLY NOTED OTHERWISE IN THESE CC NL 19 RCPT- DISH WASHER 1,200 12 20 1 20 DOCUMENTS. THEY SHALL NOT BE USED BY CONTRACTORS IN BIDDING OF NL 21 RCPT-OFFICE DESK 180 • 12 20 1 3 50 1111= ' SPARE 22 EX CONSTRUCTING THE PROJECT. THE CONTRACTOR IS SOLELY RESPONSIBLE I LU FOR THE MATERIALS QUANTITIES REQUIRED TO BID AND CONSTRUCT THE I CC NL 23 RCPT-OFFICE DESK 180 12 20 1 24 COMPLETE PROJECT. I NL 25 RCPT-IT RACK 720 NL 27 RCPT-GENERAL RECEP. 360 12 20 1 3 100 SPARE 28 EX 5. NO WORK IS TO BE PERFORMED TO EXISTING LANDLORD EQUIPMENT UNDERCD" Ci coNL 29 RCPT-RECYCLING STATION 180 12 20 1 30 THIS PERMIT UNLESS OTHERWISE NOTED. EXISTING LANDLORD EQUIPMENT IS C In N NL 31 RCPT-CEILING RECEPTACLE 1,080 '' =-' 12 20 1 1 20 12 540 • RCPT-FLOOR BOX 32 NB SHOWN HERE FOR REFERENCE PURPOSES ONLY, (y NL 33 RCPT-MILLWORK POWER 360 12 20 1 1 20 12 540 ,c:', -FLOOR BOX 34 NB N NB 35 RCPT SHELF 540 12 20 1 1 20 12 ;. 720 RCPT IT RACK QUAD 36 NB 6. 'F#' REFERS TO FAULT POINT F# AS DETERMINED IN THE 'SHORT CIRCUIT In _ AND VOLTAGE DROP CALCULATIONS' TABLE ON THIS SHEET. . Z C) NB 37 UPS 1,500 10 30 2 1 20 12 180 RCPT IT RACK DEDICATED 38 NB Z _�f 39 1,500 1 2D 12 360 v.? RCPT T.B B 40 NB 7. ALL WORK PERFORMED IN THE LANDLORD'S DISTRIBUTION BOARD SHALL BE W O c NB 41 RCPT-GFCI RECEPTACLE 360 12 20 1 1 20 12 800RCPT-LIGHT BOX 42 NB PERFORMED BY THE LANDLORD'S CONTRACTOR AT THE TENANT CONTRACTOR'S I ~ co 0 I SUBTOTAL I 7,020 I 4,940 I 4,460 j I 3,240 1 2,620 I 2,840 I SUBTOTAL 1 EXPENSE. Ce r' z CM H _ = o TOTAL PHASE A VA 10,260 LOAD !CONN.VA I DF LOAD CONN.VAI DF 8. 'E' IN FEEDER TAG INDICATES FEEDER IS EXISTING TO REMAIN. I z AMPS 86 COOLING 1.00 KEFRIt� 1.00CC TOTAL PHASE B-VA 7,560 HEATING 0 SIGN/DISP 1.25 AMPS 63 LIGHTING 1.25 KITCHEN 100 O - i,j � � U Q TOTAL PHASE C VA 7,300 RECEPTACLES 25,120 1.015 EXISTING 1.00I- ONE LINE DIAGRAM KEYED NOTES: i, Q Q AMPS 61 MOTORS 1.00 LRG MOTOR 1.25 TOTAL DEMAND WCC 1 EXISTING PANELBOARD TO REMAIN. FIELD VERIFY EXISTING CONDITIONS AND (I) TOTAL PNLBD -VA 25,120 SUPP HEAT 1.00 SHOWNDW 1.25 1 17.560 VA NOTIFY ENGINEER OF ANY DISCREPANCIES. I O AMPS 70 MISC EQUIP 1.00 ILTG TRACK 1.00 I 49 A 2 EXISTING FUSED SWITCH AND FEEDER EXISTING TO REMAIN. FIELD VERIFY CL PANELBOARD NOTES EXISTING CONDITIONS AND NOTIFY ENGINEER OF ANY DISCREPANCIES. GE-GFCI TYPE CIRCUIT BREAKER LCK-HANDLE PADLOCKABLE-OFF DEVICE NL- REUSE EXISTING CIRCUIT BREAKER FOR NEW LOAD ADDED 3 PROVIDE NEW RELAY PANEL. REFER TO LIGHTING CONTROL DETAILS ON SHEETIn NB- PROVIDE NEW BREAKER IN EXISTING PANEL EX-EXISTING E2.1 FOR ADDITIONAL INFORMATION. 00 In C) CIRCUIT SCHEDULE: Consultants: PANELBOARD: H14 (EXISTING) FED FROM: EQUIPMENT GROUND BUS ALL CONDUCTOR SIZES ARE BASED ON 75 DEG STRUCTURAL ENGINEER C BUS AMPS: 100A AIC RATING: EXISTING MAIN SIZE/TYPE: MLO SERVES: NESPRESSO SUITE RATED TERMINATIONS. COPPER CONDUCTORS S ARE BASED ON THHN/THWN-2 INSULATION. Murphy Burr Curry, Inc.ALUMINUM CONDUCTORS (PREFIX "A") ARE BASED 85 Second Street VOLTS/PHASE,208Y/120V, 3PH, 4W MOUNTING: SURFACESan Francisco, CA 94105 SECTION:1 LOCATION: H BLOCK METER RM. ON XHHW-2 INSULATION. FOR ANY OTHER CONDITIONS ALLOWED PER SPECIFICATIONS, OR TEL: 415.546.0431 I DESCRIPTION I VOLiAMBS/P AS I IEI BKR 1pIPI � OLTAMPS/P I AS � DESCRIPTION ILESS FOR TN TERMINATIONS INSULATION TYPES RATED NO AIC NO. AMP NOAIBC NO THANDEC C, MODIFISIZES ACCORDING RB 1 L'M- ALES AREA I 120 . . • 12 20 1 1 20 12 I 150 I EF-1 2 RB TO NEPA 70. RB 3 LTG-SALES AREA 160 12 20 1 1 20 12 864 FPB-1 4 RB E104 100A, (4)#3, (1)#8G, 1-1/4" C RB 5 LTG-STORAGE CORRIDOR • 200 12 20 1 1 20 12 • 864 IFPB-2 6 RB RB 7 LTG-TASTING AREA 40 '. 12 20 1 1 20 12 500 RECIRC. PUMP/TIME SWITCH 8 RB RB 9 LTG-SALES AREA 12 20 1 4_000 WATER HEATER 10 RB RB 11 LTG-SALES AREA 90 12 20 1 3 50 84,000 12 RB RB 13 LTG SALES AREA 120 12 20 1 Fillt,000 _ 14 RB !IHENDERSON RB 15 LTG SALES AREA GO 12 20 1 1 20 SPARE 16 RB ENGINEERS RB 17 LTG-SALES AREA 60 12 20 1 1 20 12 540 RCPT FLOOR BOX 18 RB TO UTILITY RB 19 LTG-SALES AREA 120 12 20 1 1 20 12 540 RCPT-FLOOR BOX 20 RB -.-. F1-X 150 WEST 36TH STREET,FLOOR 4 21 2 30 7-°'_a"-',.•'_ SPARE 22 EX NEW YORK,NY 10018 EX 23 SPARE 50 3 IIIIIIII 24 TEL 212 413 8400 FAx 212 413 8401 25 SPARE 26 EX F2 NL 27 LTG-SALES AREA 80 12 20 3 15 28 - - - - - ._ . _ _ . _ - - - -(EXISTING) www•hei-en •nom 1 650004180 www.hei-eng.com 29 LTG SALES AREA 120 12 20 1 30 3 LANDLORD'S ELECTRICAL ROOM 31 LTG-SALES AREA 96 1 12 20 1 SPARE 32 EX TENANT ELECTRICAL SERVICE LOAD SUMMARY H14 TENANT ELECTRICAL SERVICE LOAD SUMMARY H13 € v 2500 AMPS 208Y/120V 30 4W NB 33 LTG-SALES AREA 90 12 20 1 3 15 34 TENANT OCCUPANCY TYPE: MSERVICE DESCRIPTION: TENANT OCCUPANCY TYPE M ICE DESCRIPTION: •411t2500A i r 1.-L NB 35 LTG-MACHINE GALLERY 40 I 12 20 1 36 TENANT SQUARE FOOTAGE: 1,881 I E,208Y/120V, 3PH TENANT SQUARE FOOTAGE: 1,881 I SERV208Y/120V, 3PH 3PR 100AS 100AS 37 EQUIPPED SPACE 1 1 20 12 180 CONVENIENCE OUTLET 38 NL ( ) 3P 3P 39 EQUIPPED SPACE 1 1 20 12 800 RELAY PANEL 40 NL LOAD DESCRIPTION Connected Demand Demand LOAD DESCRIPTION Connected Demand Demand 100AF 100AF 41 EQUIPPED SPACE 1 1 20 SPARE 42 I KVA I FACTOR I KVA KVA I FACTOR I KVA (ETR) ��HJ (ETR) HVAC - SUMMER 0,O� 1006/o 0.00 HVAC -SUMMER 0.00 100/o 0.06 1 NEUTRAL Bus ' 2 -1 2 I SUBTOTAL I 496 I 390 I 510 I 15,370 15,664 I 5,404 I SUBTOTAL I �' HVAC -WINTER 0_00 100% 0_00 HVAC -WINTER 000 100% 0_00 GROUND BUS TOTAL PHASE A-VA 5,866 LOAD CONN.VA DF LOAD CONN.VAI OF � i (ETR)�' (ETR) - LIGHTING (PER NEC-220) 5.64 125% 7.05 LIGHTING (PER NEC-220) 5.64 125% 7.05 _ AMPS 49 COOLING 1_00 REFRIG - 1.00 - - _ _ v TOTAL PHASE B VA 6 054 HEATING 0 SIGN/DISP 1.25 RECEPTACLES 2.06 100%;50% 2.06 RECEPTACLES 25.12 100%;50% 17.56 (ETR) - y AMPS 50 LIGHTING 1,396 1.25 KITCHEN 1.00 MOTOR LOADS 2.38 100% 2.38 MOTOR LOADS 0.00 100% 0.00 _ TOTAL PHASE C -VA 5,914 RECEPTACLES 2,060 1.01.5 EXISTING 1.00 LARGEST MOTOR LOAD 0.00 125% 0.00 LARGEST MOTOR LOAD 0-00 125% 0.00 - - - --- ..• ..• ...• AMPS 49 MOTORS 2,378 1-00 LRG MOTOR 1.25 TOTAL DEMAND SUPPLEMENTAL ELECTRIC HEAT 12.00 100% 12.00 SUPPLEMENTAL ELECTRIC HEAT 0.00 100% 0.00 0 -4- 0 TOTAL PNLBD -VA 17,834 SUPP HEAT 12,000 1.00 SHOWWNDW 1.25 18,183 VA MISCELLANEOUS EQUIPMENT 0.00 100% 0.00 MISCELLANEOUS EQUIPMENT 0.00 100% 0.00 w w AMPS 50 MISC EQUIP 1.00 LTG TRACK 1.00 50 A DISPLAY CASE/SIGNAGE 0.00 125% 0.00 DISPLAY CASE/SIGNAGE 0.00 125% 0.00 THIS DOCUMENT IS RELEASED PANELBOARD NOTES SHOW WINDOW r TRACK LIGHTING 2.40 PER NEC 2.40 SHOW WINDOW / TRACK LIGHTING 2.40 PER NEC 2.40 - FOR THE PURPOSE OF PRELIMINARY SUBM#TIAL NL- REUSE EXISTING CIRCUIT BREAKER FOR NEW LOAD ADDED TOTAL LOAD 24 48 KVA 25.89 TOTAL LOAD 33.16 KVA 27.01 CRAIG R. LANHAM -J RB- REPLACE EXISTING CIRCUIT BREAKER WITH BREAKER INDICATED TOTAL AMPACITY 67.95 AMPS 71.87 TOTAL AMPACITY 92.05 AMPS 74,98 Q F3dt F4 "' LICENSE # 17547PE NB- PROVIDE NEW BREAKER IN EXISTING PANEL SERVICE AMPACITY 100 AMPS 100.00 SERVICE AMPACITY 100 AMPS 100.00 o_ _ I IT IS NOT TO BE USED FOR EX-EXISTING SPARE CAPACITY AMPS 28 SPARE CAPACITY AMPS 25 g 3 1 m O CONSTRUCTION • m 1 m PURPOSES. w Z - Z CC o a No. Date Short-Circuit and Voltage Drop Calculations v204 Distances are for calculation purposes only and shall not be used for contractor takeoffs nor bidding-Contactor shall notify Engineer of anyfield condition that results in a change of 10% or greater circuitdistance The following calculations are based on the "Point-by-Point' method where: VOLTAGE DROP (30): ISC (2)= ISC,1)x M1, M= 11(1+f) Feeder' f(30)= 1,732 x L x Isc XFMR: f, = IP(sca)xVp x 1.73 x%Z IS,,a,= Vp x M x IP,,, %VD= ((R x cos(arccos(pf)) +X x sin (arccos(pf)))x LI#x I x1.73)/E ISC (1)= shortcircuitcurrentatfault point 1 C x E 100,000 x KVA Vs VOLTAGE DROP (10): ISC (2)=shortcircuitcurrentatfault point Feeder, f{10)= 2xLxIsc XFMR: f11P1= IP(sca)xVp x%Z %VD= ((Rxcos(arccos(pf))+Xxsin(arccos(pf)))x2xL/#xl)IE C x E 100,000 x KVA Issue Note: IP = Pnmaryshortcircuitcurrent BID/PERMIT SET Vp = Pnmarywltage IS= Secondary short circuit current %VD CUM= Cumulative Voltage Drop from Fault Point 1 to Fault Point# Vs= Secondary voltage R= resistance in ohms per LF 04/05/201 7 L= Length of circuit E = Line to line volts X= reactances in ohms per LF Project ID: PORTLAND C = •"C" Factor from Bussman table where "C"- 1 /impedance per linear foot Drawn Feeder Types = HEI NM- Non Magnetic Conduit, M-Magnetic Conduit, FB- Feeder Busway, PB- Plug-in Busway, TX-Transformer Date of Calculations:04/10/2017 BY: Review By: HEI System Voltage:208Y/120V-3 phase Plot Fault Source Source Feeder L-L Circuit Load Conductor Transformer Fault Voltage Cumulative Fault 04/05/2017 Conductor Busway'C' Circuit Load Date: Point Bus/Feeder Description (Fault Phase Isc Conduit Quantity of Parallel Sets and Bus/ Type Voltage Length Power Resistance Reactance I Arccos (pf) Degree New Existing Tap f NI Current Drop Voltage Point Material C'Value Value (Amperage) kVA Vs (FP#) Point) (amps) Type/TX Phase & Neutral Size (E) (L) Factor(pf) (R) (X) I (Radians) Rise XfmrZ XfmrZ Setting (amps) (%VD) Drop (%VD) (FP#) Sheet Title: 1 Utility Service Point 100,000 at the tenant metering switchboard Source sc+6X Motor Contribution = 104998 1 ELECTRICAL Motor Contribution 833 The connected full load motor amps (includes compressors)on the system 2 EXISTING LANDLORD SWITCHBOARD 1 3 104998 NM CU 7 Set(s)of 500 kcmil 26706 -- 208 140 0.9 1 2000 0.000027 0.000039 0.451027 0.655 0.60 63451 -1.38% -1.38% 2 SCHEDULES & 3 EXISTING PANEL H14 2 3 63451 M CU 1 Set(s)of 4/0 AWG 15082 -- 208 50 0.9 I 180 0-000063 0.000051 0.451027 1.752 0.36 23059 -0.59% -1.97% 3 REFERENCE ONLY ONE-LINE DIAGRAM 4 EXISTING PANEL H13 3 3 23059 M CU 1 Set(s)of 4/0 AWG 15082 -- 208 1 10 1 0.9 1 180 0.000063 0.000051 0.451027 0.127 0.89 20455 -0.12% -2.09% 4 NOT APPROVED WITH THIS PERMT -•••____•• •. .- .-.- Sheet No.: 1 � t �.1 • J SECTION 16A GENERAL ELECTRICAL REQUIREMENTS: -- REV 041013 CORD .G&STRAJA ARCHITECTS 16A COORDINATION 16A ELECTRONIC DRAWING FILES 16A CUTTING AND PATCHING PROVIDE GALVANIZED ANCHOR BOLTS FOR EQUIPMENT PLACED ON CONCRETE k. ' 16A GENERAL INSTRUCTIONS BASES OR ON CONCRETE SLABS. ANCHOR BOLTS SIZE, NUMBER AND PLACEMENT COORDINATE ALL WORK WITH OTHER DIVISIONS AND TRADES SO THAT VARIOUS IN PREPARATION OF SHOP DRAWINGS OR RECORD DRAWINGS, CONTRACTOR MAY, FOLLOWING THE REQUIREMENTS IN DIVISION 1, CUT WALLS, FLOORS, CEILINGS, AND SHALL BE AS RECOMMENDED BY THE MANUFACTURER OF THE EQUIPMENT. 16A GENERAL REQUIREMENTS COMPONENTS OF THE ELECTRICAL SYSTEMS ARE INSTALLED AT THE PROPER TIME, AS AN OPTION, OBTAIN ELECTRONIC DRAWING FILES IN AUTOCAD OR DXF FORMAT OTHER PORTIONS OF THE FACILITY AS REQUIRED TO PERFORM WORK UNDER THIS - FIT THE AVAILABLE SPACE, AND ALLOW PROPER SERVICE ACCESS TO ALL FROM THE ENGINEER FOR A SHIPPING AND HANDLING FEE OF $200 FOR A DRAWING DIVISION. OBTAIN PERMISSION OF THE ENGINEER, OWNER, OR BOTH. BEFORE CONCRETE EQUIPMENT BASES SHALL HAVE A MINIMUM HEIGHT OF 4 INCHES AND 729 Heinz Avenue, Suite 1 ALL REQUIREMENTS UNDER DIVISION 1 AND THE GENERAL AND SUPPLEMENTARY EQUIPMENT. REFER TO ALL DRAWINGS, INCLUDING, BUT NOT LIMITED TO, CIVIL, SET UP TO 12 SHEETS AND $15 PER SHEET FOR EACH ADDITIONAL SHEET. CONTACT DOING ANY CUTTING. CUT ALL HOLES AS SMALL AS POSSIBLE. PATCH WALLS, SHALL BE POURED-IN-PLACE. CONDITIONS OF THESE SPECIFICATIONS APPLY TO THIS SECTION AND DIVISION. ARCHITECTURAL, STRUCTURAL, MECHANICAL, AND PLUMBING, AND TO RELEVANT THE ARCHITECT FOR WRITTEN AUTHORIZATION; AND, CONTACT THE ENGINEER TO FLOORS, AND OTHER PORTIONS OF THE FACILITY AS REQUIRED BY WORK UNDER Berkeley, CA 94710 WHERE THE REQUIREMENTS OF THIS SECTION AND DIVISION EXCEED THOSE OF EQUIPMENT SUBMITTALS AND SHOP DRAWINGS TO DETERMINE THE EXTENT OF OBTAIN THE NECESSARY RELEASE AGREEMENT FORM AND TO INDICATE THE THIS DIVISION. ALL PATCHING SHALL BE THOROUGHLY FIRST CLASS AND SHALL 16A ACCESS DOORS 510 / 848-0895 DIVISION 1, THIS SECTION AND DIVISION TAKE PRECEDENCE. BECOME THOROUGHLY CLEAR SPACES. MAKE ALL OFFSETS REQUIRED TO CLEAR EQUIPMENT, BEAMS AND DESIRED SHIPPING METHOD AND DRAWING FORMAT. IN ADDITION TO PAYMENT, MATCH THE ORIGINAL MATERIAL AND CONSTRUCTION, INCLUDING FIRE RATINGS IF FAX 510 / 848-0897 FAMILIAR WITH ALL THEIR CONTENTS AS TO REQUIREMENTS THAT AFFECT THIS OTHER STRUCTURAL MEMBERS, AND TO FACILITATE CONCEALING RACEWAYS IN ARCHITECT'S WRITTEN AUTHORIZATION AND ENGINEER'S RELEASE AGREEMENT APPLICABLE. PROVIDE ACCESS DOORS IN CEILINGS AND WALLS, WHERE INDICATED OR REQUIRED DIVISION, SECTION OR BOTH. WORK REQUIRED UNDER THIS DIVISION INCLUDES ALL THE MANNER ANTICIPATED IN THE DESIGN. PROVIDE MATERIALS WITH TRIM THAT FORM MUST BE RECEIVED BEFORE ELECTRONIC DRAWING FILES WILL BE SENT. FOR ACCESS OR MAINTENANCE TO CONCEALED EQUIPMENT INSTALLED UNDER THIS MATERIAL, EQUIPMENT, APPLIANCES, AND LABOR REQUIRED TO COMPLETE THE WILL FIT PROPERLY THE TYPES OF CEILING, WALL, OR FLOOR FINISHES ACTUALLY 16A ROUGH-IN SECTION. PROVIDE CONCEALED HINGES, SCREWDRIVER-TYPE LOCK, AND ANCHOR -- ENTIRE ELECTRICAL SYSTEM AS REQUIRED BY THE DRAWINGS AND INSTALLED. 16A OPERATION AND MAINTENANCE INSTRUCTIONS STRAPS. Project: SPECIFICATIONS, OR REASONABLY INFERRED TO BE NECESSARY TO FACILITATE COORDINATE WITHOUT DELAY ALL ROUGHING-IN WITH OTHER DIVISIONS. CONCEAL 0 EACH SYSTEM'S FUNCTIONING AS IMPLIED BY THE DESIGN AND THE EQUIPMENT 16A ORDINANCES. CODES. AND STANDARDS SUBMIT FOR ENGINEER'S REVIEW, COPIES EACH OF OPERATIONS AND ALL RACEWAYS EXCEPT IN UNFINISHED AREAS AND WHERE OTHERWISE INDICATED MANUFACTURED BY MILCOR, ZURN, TITUS, OR EQUAL. OBTAIN ARCHITECT'SI CC SPECIFIED. MAINTENANCE INSTRUCTION MANUALS, APPROPRIATELY BOUND INTO MANUAL ON THE DRAWINGS. APPROVAL OF TYPE, SIZE, LOCATION AND COLOR BEFORE ORDERING. COMPLY, AT A MINIMUM, WITH NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) FORM INCLUDING APPROVED COPIES OF THE FOLLOWING, REVISED IF NECESSARY W THE SPECIFICATIONS AND DRAWINGS FOR THE PROJECT ARE COMPLEMENTARY, STANDARDS, STATE AND LOCAL BUILDING CODES, AND ALL OTHER APPLICABLE TO SHOW SYSTEM AND EQUIPMENT AS ACTUALLY INSTALLED. PROVIDE THE 16A SUPPORT SYSTEMS 16A EQUIPMENT FURNISHED BY OTHERS AND PORTIONS OF THE WORK DESCRIBED IN ONE, SHALL BE PROVIDED AS IF CODES AND ORDINANCES FOR PERFORMANCE, WORKMANSHIP, EQUIPMENT, AND NUMBER OF SUBMITTALS REQUIRED BY DIVISION 1; HOWEVER, AT A MINIMUM, ICC DESCRIBED IN BOTH. IN THE EVENT OF DISCREPANCIES, NOTIFY THE ENGINEER AND MATERIALS. ADDITIONALLY, COMPLY WITH RULES AND REGULATIONS OF PUBLIC SUBMIT THREE (3) SETS, AND INCLUDE, AT A MINIMUM, THE FOLLOWING 1. STEEL SLOTTED SUPPORT SYSTEMS (SLOTTED CHANNEL): COMPLY WITH MFMA-3, PROVIDE NECESSARY EQUIPMENT AND ACCESSORIES THAT ARE NOT PROVIDED BY Q REQUEST CLARIFICATION PRIOR TO PROCEEDING WITH THE WORK INVOLVED. UTILITIES AND MUNICIPAL DEPARTMENTS AFFECTED BY CONNECTION OF SERVICES. INFORMATION: FACTORY-FABRICATED COMPONENTS FOR FIELD ASSEMBLY; 12-GAUGE, 1-5/8-INCH THE EQUIPMENT SUPPLIER OR OWNER TO COMPLETE INSTALLATION OF EQUIPMENT co BY 1-5/8-INCH; COOPER B-LINE, ERICO INTERNATIONAL CORPORATION, HILTI, INC., FURNISHED BY OTHERS, IN LOCATIONS AS INDICATED ON THE DRAWINGS, SPECIFIED I C11 DRAWINGS ARE GRAPHIC REPRESENTATIONS OF THE WORK UPON WHICH THE WHERE CONFLICTS BETWEEN VARIOUS CODES, ORDINANCES, RULES, AND MANUFACTURERS' CATALOGS AND PRODUCT DATA SHEETS POWER-STRUT, THOMAS & BETTS CORPORATION, UNISTRUT. HEREIN, OR BOTH. EQUIPMENT AND ACCESSORIES NOT PROVIDED BY THE d _ CONTRACT IS BASED. THEY SHOW THE MATERIALS AND THEIR RELATIONSHIP TO REGULATIONS EXIST, COMPLY WITH THE MOST STRINGENT. WHEREVER N ONE ANOTHER, INCLUDING SIZES, SHAPES, LOCATIONS, AND CONNECTIONS. THEY REQUIREMENTS OF THESE SPECIFICATIONS, DRAWINGS, OR BOTH, EXCEED THOSE WIRING DIAGRAMS FINISHES:, EQUIPMENT SUPPLIER MAY INCLUDE SUCH ITEMS AS FLEXIBLE CORDS AND PLUGS, V N ALSO CONVEY THE SCOPE OF WORK, INDICATING THE INTENDED GENERAL OF THE ABOVE ITEMS, THE REQUIREMENTS OF THESE SPECIFICATIONS, DRAWINGS, AS REQUIRED WITHH THPRMANUFACTURERS'ER OPERATION OINSTRUCTIONS.THE COMPLETE SYSTEM, IN a I _ ARRANGEMENT OF THE EQUIPMENT, FIXTURES, OUTLETS AND CIRCUITS WITHOUT OR BOTH, SHALL GOVERN. CODE COMPLIANCE, AT A MINIMUM, IS MANDATORY. MAINTENANCE INSTRUCTIONS ACCORDANCE THE Z °6 tc A. METALLIC COATINGS: HOT-DIP GALVANIZED AFTER FABRICATION AND APPLIED SHOWING ALL OF THE EXACT DETAILS AS TO ELEVATIONS, OFFSETS, CONTROL CONSTRUE NOTHING IN THESE CONSTRUCTION DOCUMENTS AS PERMITTING WORK ACCORDING TO MFMA-3. BE RESPONSIBLE FOR CORRECT ROUGH-IN DIMENSIONS, AND VERIFY THEM WITH < Q LINES, AND OTHER INSTALLATION REQUIREMENTS. USE THE DRAWINGS AS A GUIDE NOT IN COMPLIANCE, AT A MINIMUM, WITH THESE CODES. OPERATING INSTRUCTIONS ENGINEER, OWNER'S REPRESENTATIVE, EQUIPMENT SUPPLIER, OR ALL THREE, Q WHEN LAYING OUT THE WORK AND TO VERIFY THAT MATERIALS AND EQUIPMENT B. NONMETALLIC COATINGS: MANUFACTURER'S STANDARD PVC, POLYURETHANE PRIOR TO ROUGH-IN AND SERVICE INSTALLATIONS. eg ._I I 0 T- WILL FIT INTO THE DESIGNATED SPACES, AND WHICH, WHEN INSTALLED PER PROMPTLY BRING ALL CONFLICTS OBSERVED BETWEEN CODES, ORDINANCES, PARTS LISTS OR POLYESTER COATING APPLIED ACCORDING TO MFMA-3. MANUFACTURERS' REQUIREMENTS, WILL ENSURE A COMPLETE, COORDINATED, RULES, REGULATIONS, REFERENCED STANDARDS, AND THESE DOCUMENTS TO THE 16A CLEANING CIE CF2 I Z Z o SATISFACTORY AND PROPERLY OPERATING SYSTEM. ENGINEER'S ATTENTION FOR FINAL RESOLUTION. CONTRACTOR WILL BE HELD TEST REPORTS AS DEFINED IN NETA ATS FOR THE SYSTEMS AND EQUIPMENT C. PAINTED COATINGS: MANUFACTURER'S STANDARD PAINTED COATING APPLIED RESPONSIBLE FOR ANY VIOLATION OF THE LAW. PROVIDED OR FURNISHED OR INSTALLED UNDER THIS CONTRACT. I LU Z DRAWINGS ARE SCHEMATIC IN NATURE, SHOW THE VARIOUS COMPONENTS OF THE ACCORDING TO MFMA-3. IN ADDITION TO THE REQUIREMENTS OF DIVISION 1, REMOVE FROM THE PREMISES n DIRT AND REFUSE RESULTING FROM THE PERFORMANCE OF THE ELECTRICAL `✓ Cl) V < SYSTEMS APPROXIMATELY TO SCALE AND ATTEMPT TO INDICATE HOW THEY SHALL PROVIDE AND MAINTAIN ALL NECESSARY SIGNAL LIGHTS AND GUARDS FOR THE NAMES, ADDRESSES, TELEPHONE NUMBERS, AND E-MAIL ADDRESSES OF 2. ALUMINUM SLOTTED SUPPORT SYSTEMS (SLOTTED CHANNEL): COMPLY WITH MFMA- WORK, AS REQUIRED, TO PREVENT ACCUMULATION. COOPERATE IN MAINTAINING2v4161 --� BE INTEGRATED WITH OTHER PARTS OF THE WORK. FIGURED DIMENSIONS TAKE SAFETY OF THE PUBLIC. OBTAIN AND PAY FOR ALL PERMITS FOR WORK IN THIS LOCAL CONTACTS FOR WARRANTEE SERVICES AND SPARE PARTS. 3, TYPE 6063-T6, PER ASTM B221; FACTORY-FABRICATED COMPONENTS FOR FIELD REASONABLY CLEAN PREMISES AT < E E ESALL TIMES. IMMEDIATELY PRIOR TO FINAL __I EL H PRECEDENCE TO SCALED DIMENSIONS. DETERMINE EXACT LOCATIONS BY JOB DIVISION. ASSEMBLY; 12-GAUGE, 1-5/8-INCH BY 1-5/8-INCH; COOPER B-LINE, ERICO INSPECTION, MAKE A FINAL CLEANUP OF DIRT AND REFUSE RESULTING FROM THE MEASUREMENTS, BY CHECKING THE REQUIREMENTS OF OTHER TRADES, AND BY SUBMIT MANUALS PRIOR TO REQUESTING THE FINAL PUNCH LIST AND BEFORE ANY INTERNATIONAL CORPORATION, HILTI, INC., POWER-STRUT, THOMAS & BETTS WORK. CLEAN ALL MATERIAL AND EQUIPMENT INSTALLED UNDER THIS DIVISION. 0 REVIEWING ALL CONTRACT DOCUMENTS. CORRECT ERRORS THAT COULD HAVE 16A PROTECTION OF EQUIPMENT AND MATERIALS REQUESTS FOR SUBSTANTIAL COMPLETION. ALSO PROVIDE ADEQUATE VERBAL CORPORATION, UNISTRUT. REMOVE DIRT, DUST, PLASTER, STAINS AND FOREIGN MATTER FROM ALL SURFACES. rag." I BEEN AVOIDED BY PROPER CHECKING AND INSPECTION, AT NO ADDITIONAL COST INSTRUCTIONS OF SYSTEM OPERATIONS TO OWNER'S REPRESENTATIVE AT THE TOUCH UP AND RESTORE ALL DAMAGED FINISHES TO THEIR ORIGINAL CONDITION. � TO THE OWNER. STORE AND PROTECT FROM DAMAGE EQUIPMENT AND MATERIALS DELIVERED TO COMPLETION OF, AND BEFORE FINAL ACCEPTANCE OF, THE WORK. FIELD FABRICATION: JOB SITE, IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. FOR 16A ADJUSTING. ALIGNING AND TESTING I SPECIFICATIONS DEFINE THE QUALITATIVE REQUIREMENTS FOR PRODUCTS, MATERIALS AND EQUIPMENT SUSCEPTIBLE TO CHANGING WEATHER CONDITIONS, 16A TRAINING WHERE FIELD CUTTING OF STANDARD LENGTHS OF CHANNEL ARE REQUIRED, In MATERIALS, AND WORKMANSHIP UPON WHICH THE CONTRACT IS BASED. DAMPNESS, OR TEMPERATURE VARIATIONS, STORE INSIDE IN CONDITION SPACES. MAKE CUTS STRAIGHT AND PERPENDICULAR TO MANUFACTURED SURFACES. ADJUST, ALIGN, AND TEST ALL ELECTRICAL EQUIPMENT ON THIS PROJECT PROVIDED CO FOR MATERIALS AND EQUIPMENT NOT SUSCEPTIBLE TO THESE CONDITIONS, COVER AT A TIME MUTUALLY AGREED UPON BETWEEN THE OWNER AND CONTRACTOR, UNDER THIS DIVISION AND ALL ELECTRICAL EQUIPMENT FURNISHED BY OTHERS FOR 16A DEFINITIONS WITH WATERPROOF, TEAR-RESISTANT, HEAVY TARP OR POLYETHYLENE PLASTIC AS PROVIDE THE SERVICES OF A FACTORY TRAINED AND AUTHORIZED FOR FIELD-CUT OR DAMAGED SURFACES OF COATED CHANNELS, DRESS CUT INSTALLATION OR WIRING UNDER THIS DIVISION, FOR PROPER OPERATION. I Lo REQUIRED TO PROTECT FROM PLASTER, DIRT, PAINT, WATER, OR PHYSICAL REPRESENTATIVE TO TRAIN OWNER'S DESIGNATED PERSONNEL ON THE OPERATION ENDS, DAMAGED SURFACES, OR BOTH, WITH AN ABRASIVE MATERIAL (E.G., FILE, 0) WHENEVER USED IN THESE SPECIFICATIONS OR DRAWINGS, THE FOLLOWING TERMS DAMAGE. EQUIPMENT AND MATERIAL THAT HAS BEEN DAMAGED BY CONSTRUCTION AND MAINTENANCE OF THE EQUIPMENT PROVIDED FOR THIS PROJECT. GRINDING STONE, OR SIMILAR) AND CLEANSER TO REMOVE OILS, RUST, SHARP TEST ALL SYSTEMS AND EQUIPMENT ACCORDING TO THE REQUIREMENTS IN NETA --------- SHALL "' "` "' ""SHALL HAVE THE INDICATED MEANINGS: ACTIVITIES WILL BE REJECTED, AND CONTRACTOR SHALL FURNISH NEW EQUIPMENT EDGES AND SHARDS. ATS (LATEST EDITION) AND ALL ADDITIONAL REQUIREMENTS SPECIFIED IN Consultants: AND MATERIAL OF A LIKE KIND. PROVIDE TRAINING TO INCLUDE BUT NOT BE LIMITED TO AN OVERVIEW OF THE FOLLOWING SECTIONS. FURNISH: "TO SUPPLY AND DELIVER TO THE PROJECT SITE, READY FOR UNLOADING, SYSTEM AND/OR EQUIPMENT AS IT RELATES TO THE FACILITY AS A WHOLE; FOR CHANNEL WITH A FACTORY-APPLIED COATING, RE-FINISH CUT EDGES WITH STRUCTURAL ENGINEER UNPACKING, ASSEMBLING, INSTALLING, AND SIMILAR OPERATIONS." PLUG OR CAP OPEN ENDS OF CONDUITS WHILE STORED AND INSTALLED DURING OPERATION AND MAINTENANCE PROCEDURES AND SCHEDULES RELATED TO A COATING COMPATIBLE WITH THE FACTORY FINISH AND AS RECOMMENDED BY MAINTAIN THE FOLLOWING ON THE PROJECT PREMISES AT ALL TIMES: A TRUE RMS CONSTRUCTION WHEN NOT IN USE TO PREVENT THE ENTRANCE OF DEBRIS INTO STARTUP AND SHUTDOWN, TROUBLESHOOTING, SERVICING, PREVENTIVE THE MANUFACTURER (E.G., MANUFACTURER'S TOUCH-UP PAINT OR ZINC-RICH READING VOLTMETER, A TRUE RMS READING AMMETER, AND A MEGOHMMETER Murphy Burr Curry, Inc. INSTALL: "TO PERFORM ALL OPERATIONS AT THE PROJECT SITE, INCLUDING, BUT THE SYSTEMS. MAINTENANCE AND APPROPRIATE OPERATOR INTERVENTION; AND REVIEW OF DATA COLD-GALVANIZING COMPOUND, AS APPLICABLE). INSULATION RESISTANCE TESTER. PROVIDE TEST DATA READINGS AS REQUESTED 85 Second Street •NOT LIMITED TO, AND AS REQUIRED: UNLOADING, UNPACKING, ASSEMBLING, INCLUDED IN THE OPERATION AND MAINTENANCE INSTRUCTIONS. 16A PENETRATIONS OR AS REQUIRED BY THE ENGINEER. San Francisco, CA 94105 ERECTING, PLACING, ANCHORING, APPLYING, WORKING TO DIMENSION, FINISHING, 16A SUBSTITUTIONS TEL: 415.546.0431 CURING, PROTECTING, CLEANING, TESTING, COMMISSIONING, STARTING UP AND SUBMIT A CERTIFICATION LEIIER TO THE ARCHITECT STATING THAT THE OWNER'S COORDINATE SELECTION AND WITH SELECTION AND 16A EQUIPMENT IDENTIFICATION SIMILAR OPERATIONS, COMPLETE, AND READY FOR THE INTENDED USE." INCLUDE IN THE BASE BID THE PRODUCTS SPECIFICALLY NAMED IN THESE DESIGNATED REPRESENTATIVE HAS BEEN TRAINED AS SPECIFIED HEREIN. LETTER COORDINATE OE SLEEVEOF FIRESSLOPPING SPECIFIEDDAPPLICATION DIVISIONW7 SECTION "THROUGH- - SPECIFICATIONS OR ON THE DRAWINGS. SUBMIT, IN THE FORM OF ALTERNATES, SHALL INCLUDE DATE, TIME, ATTENDEES AND SUBJECT OF TRAINING. THE APPLICATION FIRESTOP IRE- SYSTEMS." PROVIDE EQUIPMENT IDENTIFICATION NAMEPLATES: PEPROVIDE: "TO FURNISH AND INSTALL COMPLETE, AND READY FOR THE INTENDED WITH BID, PRODUCTS OF ANY OTHER MANUFACTURERS FOR SIMILAR USE, CONTRACTOR AND THE OWNER'S REPRESENTATIVE SHALL SIGN THE CERTIFICATION USE." PROVIDED THE DIFFERENCES IN COST, IF ANY, ARE INCLUDED FOR EACH PROPOSED LEI I ER INDICATING AGREEMENT THAT THE TRAINING HAS BEEN PROVIDED. ROOFS: ON ALL PANELBOARDS, SWITCHES, STARTERS, DIMMERS, SWITCHES IN ALTERNATE. DISTRIBUTION PANELBOARDS AND SWITCHBOARDS. FURNISHED BY OWNER (OR OWNER-FURNISHED) OR FURNISHED BY OTHERS: "AN SCHEDULE TRAINING WITH OWNER WITH AT LEAST 7 DAYS' ADVANCE NOTICE. ITEM FURNISHED BY THE OWNER OR UNDER OTHER DIVISIONS OR CONTRACTS, AND PRIOR TO THE BID DATE, SUBSTITUTIONS WILL NOT BE CONSIDERED UNLESS COORDINATE ALL ROOF PENETRATIONS WITH ENGINEER, OWNER, AND AS WHERE INDICATED ON THE DRAWINGS. INSTALLED UNDER THE REQUIREMENTS OF THIS DIVISION, COMPLETE, AND READY SUBMITTED FOR ENGINEER'S REVIEW, AT LEAST TEN CALENDAR DAYS PRIOR TO THE 16A WARRANTIES APPLICABLE, THE ROOFING CONTRACTOR PROVIDING A ROOF WARRANTY. FOR THE INTENDED USE, INCLUDING ALL ITEMS AND SERVICES INCIDENTAL TO THE DATE FOR RECEIPT OF BIDS. INCLUDE THE NAME OF THE MATERIAL OR EQUIPMENT KEEP ALL RACEWAY PENETRATIONS MECHANICAL EQUIPMENT CURBS NAMEPLATES: WORK NECESSARY FOR PROPER INSTALLATION AND OPERATION. INCLUDE THE FOR WHICH IT IS TO BE SUBSTITUTED AND A COMPLETE DESCRIPTION OF THE WARRANT EACH SYSTEM AND EACH ELEMENT THEREOF AGAINST ALL DEFECTS DUE WHEREVER RACPOSEWAY COORDINATE WITHIN DIVISIONCH15 WORK. HENDERSON INSTALLATION UNDER THE WARRANTY REQUIRED BY THIS DIVISION. PROPOSED SUBSTITUTE INCLUDING CUTSHEETS, PHOTOMETRIC DATA, AND ALL TO FAULTY WORKMANSHIP, DESIGN OR MATERIAL FOR A PERIOD OF 12 MONTHSENGRAVED, CONTRASTING COLOR, THREE-LAYER, LAMINATED PLASTIC OTHER INFORMATION NECESSARY FOR AN EVALUATION FOR EACH SUCH REQUEST. FROM DATE OF SUBSTANTIAL COMPLETION, UNLESS SPECIFIC ITEMS ARE NOTED TO ENGINEERS=_ ENGINEER: WHERE REFERENCED IN THIS DIVISION, "ENGINEER" IS THE ENGINEER OF PROVIDE FACTORY GENERATED POINT-BY-POINT CALCULATIONS FOR ALL EXTERIOR CARRY A LONGER WARRANTY IN THE CONSTRUCTION DOCUMENTS OR INDICATING THE NAME OF THE EQUIPMENT, LOAD, OR CIRCUIT AS DESIGNATED FLASH AND COUNTERFLASH ALL OPENINGS THROUGH ROOF, AND/OR PROVIDE PRE- RECORD AND THE DESIGN PROFESSIONAL FOR THE WORK UNDER THIS DIVISION, LIGHT FIXTURES (PHOTOMETRIC FILES SUPPLIED SO THE ENGINEER CAN GENERATE MANUFACTURER'S STANDARD WARRANTY EXCEEDS 12 MONTHS. REMEDY ALL FABRICATED MOLDED SEALS COMPATIBLE WITH THE ROOF CONSTRUCTION ON THE DRAWINGS AND IN THE SPECIFICATIONS: AND IS A CONSULTANT TO, AND AN AUTHORIZED REPRESENTATIVE OF, THE A POINT-BY-POINT DO NOT SUFFICE FOR THE POINT-BY-POINT CALCULATIONS). DEFECTS, OCCURRING WITHIN THE WARRANTY PERIOD(S), AS STATED IN THE INSTALLED, OR AS REQUIRED BY THE ENGINEER, OWNER, OR ROOFING 150 WEST 36TH STREET,FLOOR 4 ARCHITECT, AS DEFINED IN THE GENERAL AND/OR SUPPLEMENTARY CONDITIONS. PROVIDE INTERIOR POINT-BY-POINT CALCULATIONS AT THE DISCRETION OF THE GENERAL CONDITIONS AND DIVISION 1. CONTRACTOR. ALL ROOF PENETRATIONS SHALL BE LEAKTIGHT AT THE FIELD-APPLIED PERMANENT EPDXY ADHESIVE, COMPATIBLE WITH THE NEW YORK,NY 10018 WHEN USED IN THIS DIVISION, IT MEANS INCREASED INVOLVEMENT BY, AND ENGINEER. SUBMIT A $100.00 REVIEW FEE TO THE ENGINEER WITH EACH SUCH TERMINATION OF THE WORK AND SHALL NOT VOID ANY NEW OR EXISTING ROOF EQUIPMENT FINISH. TEL 2124138400 FAX 2124138401 OBLIGATIONS TO, THE ENGINEER, IN ADDITION TO INVOLVEMENT BY, AND POINT-BY-POINT CALCULATION FOR USE OF ELECTRONIC BASE FILES. ALSO WARRANT THE FOLLOWING ADDITIONAL ITEMS: WARRANTIES. www.hei-eng.eom SELF-ADHERING, WITH A PERMANENT, WEATHERPROOF ADHESIVE. 1650004180 OBLIGATIONS TO, THE "ARCHITECT". WALLS AND FLOORS: AFTER THE BID DATE, PROPOSALS TO SUBSTITUTE LIGHT FIXTURES FOR THOSE ALL RACEWAYS ARE FREE FROM OBSTRUCTIONS, HOLES, CRUSHING, OR ATTACHED WITH STAINLESS STEEL SCREWS AND HARDWARE. AHJ: THE LOCAL CODE AND/OR INSPECTION AGENCY (AUTHORITY) HAVING SHOWN ON THE DRAWINGS OR SPECIFIED HEREIN, WILL ONLY BE CONSIDERED AS A BREAKS OF ANY NATURE. SLEEVES FOR RACEWAYS AND CABLES JURISDICTION OVER THE WORK. DEDUCT. SUBMIT PROPOSED SUBSTITUTIONS SEPARATELY, IN SUBMITTAL FORM, ATTACHMENT METHOD SHALL BE ACCEPTABLE TO THE MANUFACTURERS OF THE WITH A LIST OF PROPOSED SUBSTITUTIONS TOGETHER WITH A DEDUCT PRICE FOR ALL RACEWAY SEALS ARE EFFECTIVE. 1, STEEL PIPE SLEEVES: ASTM A 53/A 53M, TYPE E, GRADE B, SCHEDULE 40, EQUIPMENT TO WHICH THE NAMEPLATES ARE BEING APPLIED. NRTL: NATIONALLY RECOGNIZED TESTING LABORATORY, AS DEFINED AND LISTED BY EACH SUBSTITUTION. THE ENGINEER WILL THEN REVIEW THE PROPOSED GALVANIZED STEEL, PLAIN ENDS AND DRIP RINGS. OSHA IN 29 CFR 1910.7 (E.G., UL, ETL, GSA), AND ACCEPTABLE TO THE AHJ OVER THIS SUBSTITUTIONS. THE ENTIRE ELECTRICAL SYSTEM IS FREE FROM ALL SHORT CIRCUITS AND COLOR: BLACK BACKGROUND WITH WHITE LEIIERS FOR NORMAL POWER; RED PROJECT. UNWANTED OPEN CIRCUITS AND GROUNDS. 2. CAST-IRON PIPE SLEEVES: CAST OR FABRICATED "WALL PIPE," EQUIVALENT TO BACKGROUND WITH WHITE LETTERS FOR EMERGENCY THE ENGINEER WILL HAVE THE FINAL AUTHORITY AS TO WHETHER THE LIGHT DUCTILE-IRON PRESSURE PIPE, WITH PLAIN ENDS AND INTEGRAL WATERSTOP, POWER. LETTER HEIGHT: 1/2-INCH MINIMUM. HOMERUN: THAT PORTION OF AN ELECTRICAL CIRCUIT ORIGINATING AT A JUNCTION FIXTURE IS AN ACCEPTABLE REPLACEMENT TO THE SPECIFIED ITEM. THE THE ABOVE WARRANTIES SHALL INCLUDE LABOR AND MATERIAL. MAKE REPAIRS OR UNLESS OTHERWISE INDICATED. BOX, TERMINATION BOX, RECEPTACLE OR SWITCH WITH TERMINATION AT AN PROPOSED SUBSTITUTION MAY ALSO BE REJECTED BY THE ARCHITECT, THE REPLACEMENTS WITHOUT ANY ADDITIONAL COSTS TO THE OWNER. 16A SYSTEM START UP ELECTRICAL PANELBOARD. NOTE: WHERE MC CABLE IS UTILIZED FOR RECEPTACLE ENGINEER OR THE OWNER FOR AESTHETIC REASONS IF FELT NECESSARY OR SLEEVES FOR RECTANGULAR OPENINGS: GALVANIZED SHEET STEEL WITH MINIMUM AND/OR LIGHTING BRANCH CIRCUITING LOADS, THE ORIGINATING POINT OF THE DESIRABLE. IN THE EVENT THE PROPOSED SUBSTITUTIONS HEREIN DESCRIBED ARE PERFORM THE REMEDIAL WORK PROMPTLY, UPON WRITTEN NOTICE FROM THE 0.138 INCH THICKNESS AND OF WIDTH AND LENGTH TO SUIT APPLICATION. PRIOR TO STARTING UP THE ELECTRICAL SYSTEMS: HOMERUN SHALL BE AT THE FIRST LOAD IN THE CIRCUIT OR AT A JUNCTION BOX IN REJECTED, FURNISH THE SPECIFIED ITEM, ENGINEER OR OWNER. AN ACCESSIBLE CEILING SPACE IMMEDIATELY ABOVE THE FIRST LOAD. 16A FIRE-STOPPING THROUGH PENETRATIONS_ 1. CHECK ALL COMPONENTS AND DEVICES. 16A SUBMITTALS AT THE TIME OF SUBSTANTIAL COMPLETION, DELIVER TO THE OWNER ALL ... ... ... ... .... THE TERMS "APPROVED EQUAL", "EQUIVALENT", OR "EQUAL" ARE USED WARRANTIES, IN WRITING AND PROPERLY EXECUTED, INCLUDING TERM LIMITS FOR FIRE-RESISTANT THROUGH PENETRATION SEALANTS: TWO-PART, FOAMED-IN-PLACE, 2. LUBRICATE ITEMS ACCORDINGLY. SYNONYMOUSLY AND SHALL MEAN "ACCEPTED BY OR ACCEPTABLE TO THE ASSEMBLE AND SUBMIT FOR ENGINEER'S REVIEW, MANUFACTURERS' PRODUCT WARRANTIES EXTENDING BEYOND THE ONE YEAR PERIOD, EACH WARRANTY SILICONE SEALANT FORMULATED FOR USE IN THROUGH-PENETRATION FIRE- _ ENGINEER AS EQUIVALENT TO THE ITEM OR MANUFACTURER SPECIFIED". THE TERM LITERATURE FOR MATERIAL AND EQUIPMENT TO BE FURNISHED, INSTALLED, OR INSTRUMENT BEING ADDRESSED TO THE OWNER AND STATING THE STOPPING AROUND CABLES, RACEWAYS, AND CABLE TRAY PENETRATIONS 3. TIGHTEN SCREWS AND BOLTS FOR CONNECTORS AND TERMINALS ACCORDING TO "APPROVED" SHALL MEAN LABELED, LISTED, CERTIFIED, OR ALL THREE, BY AN NRTL, BOTH, UNDER THIS DIVISION, INCLUDING SHOP DRAWINGS, MANUFACTURERS' COMMENCEMENT DATE AND TERM. THROUGH FIRE-RATED WALLS AND FLOORS. SEALANTS AND ACCESSORIES SHALL MANUFACTURER'S PUBLISHED TORQUE-TIGHTENING VALUES. IF MANUFACTURER'S THIS DOCUMENT IS RELEASED AND ACCEPTABLE TO THE AHJ OVER THIS PROJECT. PRODUCT DATA AND PERFORMANCE SHEETS, SAMPLES, AND OTHER SUBMITTALS HAVE FIRE-RESISTANCE RATINGS INDICATED, AS ESTABLISHED BY TESTING TORQUE VALUES ARE NOT INDICATED, USE THOSE SPECIFIED IN UL 486A AND FOR THE PURPOSE OF REQUIRED BY THIS DIVISION. HIGHLIGHT, MARK, LIST OR INDICATE THE MATERIALS, 16A MISCELLANEOUS REMODELING WORK IDENTICAL ASSEMBLIES IN ACCORDANCE WITH ASTM E 814, BY UNDERWRITERS' UL 486B. PRELIMINARY SUBMITTAL . 16A PRE-BID SITE VISIT PERFORMANCE CRITERIA AND ACCESSORIES THAT ARE BEING PROPOSED. PROVIDE LABORATORIES, INC,, OR OTHER NRTL ACCEPTABLE TO AHJ. CRAIG R. LANHAM THE NUMBER OF SUBMITTALS REQUIRED BY DIVISION 1; HOWEVER, ATA MINIMUM, PROVIDE ALL DEMOLITION OF EXISTING ELECTRICAL SYSTEMS AND NEW 4. ADJUST TAPS ON EACH TRANSFORMER FOR RATED SECONDARY VOLTAGE WHEN LICENSE # 17547PE PERSONALLY INSPECT THE SITE OF THE PROPOSED WORK AND BECOME FULLY SUBMIT SEVEN (7) SETS. BEFORE SUBMITTING, VERIFY THAT ALL MATERIALS AND ELECTRICAL SYSTEM MODIFICATIONS REQUIRED BECAUSE OF BUILDING ACCEPTABLE MANUFACTURERS: THE TRANSFORMER IS AT MINIMUM LOAD. IT IS NOT TO BE USED FOR INFORMED OF CONDITIONS UNDER WHICH THE WORK IS TO BE DONE. FAILURE TO EQUIPMENT SUBMITTED ARE MUTUALLY COMPATIBLE AND SUITABLE FOR THE REMODELING, AS NOTED ON THE DRAWINGS, OR NECESSARY FOR PROPER CONSTRUCTION DO SO WILL NOT BE CONSIDERED SUFFICIENT JUSTIFICATION TO REQUEST OR INTENDED USE, FIT THE AVAILABLE SPACES, AND ALLOW AMPLE AND CODE- OPERATION AND NEW CONSTRUCTION. REMOVE ALL ABANDONED CABLES AND HILTI, INC. 5. CHECK AND RECORD BUILDING'S SERVICE ENTRANCE VOLTAGE, GROUNDING PURPOSES. OBTAIN EXTRA COMPENSATION OVER AND ABOVE THE CONTRACT PRICE. REQUIRED ROOM FOR ACCESS AND MAINTENANCE. SUBMITTALS SHALL CONTAIN WIRING ABOVE ACCESSIBLE CEILINGS AND VENTILATION SHAFTS. 3M CORP. CONDITIONS, GROUNDING RESISTANCE, AND PROPER PHASING. THE FOLLOWING INFORMATION. SUBMITTALS NOT SO IDENTIFIED WILL BE RETURNED RECTORSEAL. 16A MATERIAL AND WORKMANSHIP TO THE CONTRACTOR WITHOUT ACTION: 16A ELECTRICAL WORK SPECIFY TECHNOLOGY INC. 6. REPLACE ALL BURNED-OUT LAMPS AND LAMPS USED FOR TEMPORARY UNITED STATES GYPSUM COMPANY. CONSTRUCTION LIGHTING IN PERMANENT LIGHT FIXTURES. PROVIDE ALL MATERIAL AND EQUIPMENT NEW AND IN FIRST CLASS CONDITION. THE PROJECT NAME. 16A BUILDING OPERATION No. Date PROVIDE MARKINGS OR A NAMEPLATE FOR ALL MATERIAL AND EQUIPMENT SUBMITTALS 7. AFTER ALL SYSTEMS HAVE BEEN INSPECTED AND ADJUSTED, CONFIRM ALL IDENTIFYING THE MANUFACTURER AND PROVIDING SUFFICIENT REFERENCE TO THE APPLICABLE SPECIFICATION SECTION AND PARAGRAPH. COMPLY WITH THE SCHEDULE OF OPERATIONS AS OUTLINED IN THE OPERATING FEATURES REQUIRED BY THE DRAWINGS AND SPECIFICATIONS AND ... '.' _ -.. -- ESTABLISH QUALITY, SIZE AND CAPACITY. ALL WORKMANSHIP SHALL BE OF THE ARCHITECTURAL PORTIONS OF THIS SPECIFICATION. BUILDING SHALL BE IN SUBMIT PRODUCT DATA, MANUFACTURER'S SPECIFICATIONS AND TECHNICAL DATA MAKE FINAL ADJUSTMENTS AS NECESSARY. FINEST POSSIBLE BY EXPERIENCED MECHANICS OF THE PROPER TRADE. IN THE SUBMITTAL DATE. CONTINUOUS OPERATION. ACCOMPLISH WORK THAT REQUIRES INTERRUPTION OF FOR EACH MATERIAL INCLUDING THE COMPOSITION AND LIMITATIONS, GENERAL, PROVIDE THE FOLLOWING QUALITY GRADE(S) FOR ALL MATERIALS AND BUILDING OPERATION AT A TIME WHEN THE BUILDING IS NOT IN OPERATION, AND DOCUMENTATION OF UL FIRESTOP SYSTEMS TO BE USED AND MANUFACTURER'S 16A EXISTING EQUIPMENT REUSE AND REMOVAL EQUIPMENT THE CONTRACTOR'S STAMP, WHICH SHALL CERTIFY THAT THE STAMPED DRAWINGS ONLY WITH WRITTEN APPROVAL OF BUILDING OWNER AND/OR TENANT. INSTALLATION INSTRUCTIONS TO COMPLY WITH DIVISION 1. HAVE BEEN CHECKED BY THE CONTRACTOR, COMPLY WITH THE DRAWINGS AND COORDINATE INTERRUPTION OF BUILDING OPERATION WITH THE OWNER AND/OR REMOVE ALL EXISTING WIRING, LIGHT FIXTURES, EXPOSED CONDUITS AND OTHER COMMERCIAL SPECIFICATION GRADE SPECIFICATIONS, AND HAVE BEEN COORDINATED WITH OTHER TRADES. TENANT A MINIMUM OF 7 DAYS IN ADVANCE OF WORK. MANUFACTURER'S ENGINEERING JUDGMENT IDENTIFICATION NUMBER AND ELECTRICAL INSTALLATIONS NOT REUSED PRIOR TO SUBSTANTIAL COMPLETION OF DRAWING DETAILS WHEN NO UL SYSTEM IS AVAILABLE FOR AN APPLICATION. THE WORK. PROVIDE ALL HOISTS, SCAFFOLDS, STAGING, RUNWAYS, TOOLS, MACHINERY AND SUBMITTALS AND SHOP DRAWINGS SHALL NOT CONTAIN HEI'S FIRM NAME OR LOGO, 16A EXCAVATION AND BACKFILLING ENGINEERING JUDGMENT SHALL INCLUDE BOTH PROJECT NAME AND EQUIPMENT REQUIRED FOR THE PERFORMANCE OF THE ELECTRICAL WORK. STORE NOR SHALL IT CONTAIN THE HEI'S ENGINEERS' SEAL AND SIGNATURE. THEY SHALL CONTRACTOR'S NAME WHO WILL INSTALL FIRESTOP SYSTEM AS DESCRIBED IN EXISTING RACEWAYS MAY BE REUSED IF THEIR POINTS OF TERMINATIONS ARE AND MAINTAIN MATERIAL AND EQUIPMENT IN CLEAN CONDITION, AND PROTECTED NOT'BE COPIES OF HEI'S WORK PRODUCT. PERFORM EXCAVATION AND BACKFILL REQUIRED FOR INSTALLATION OF DRAWINGS. SUITABLE; IF THEY ARE CLEAN INSIDE WITH NO EVIDENCE OF RUST OR BURRS; IF FROM WEATHER, MOISTURE, AND PHYSICAL DAMAGE. UNDERGROUND WORK UNDER THIS CONTRACT. TRENCHES SHALL BE OF FREE FROM CRACKS, FLATTENED SECTIONS OR SHARP BENDS; AND, IF SUITABLY TRANSMIT SUBMITTALS AS EARLY AS REQUIRED TO SUPPORT THE PROJECT SUFFICIENT WIDTH. CRIB OR BRACE TRENCHES TO PREVENT CAVE-IN OR SUBMIT MATERIAL SAFETY DATA SHEETS PROVIDED WITH PRODUCT DELIVERED TO LOCATED TO AVOID CONFLICTS WITH OTHER TRADES OR INSTALLATIONS. ... ... ... ... .... FURNISH ONLY MATERIAL AND EQUIPMENT THAT ARE LISTED, LABELED, CERTIFIED, SCHEDULE. ALLOW FOR TWO WEEKS ENGINEER REVIEW TIME, PLUS MAILING TIME, SEIILEMENT. DO NOT EXCAVATE TRENCHES CLOSE TO COLUMNS AND WALLS OF JOB-SITE. CAREFULLY "FISH" ALL EXISTING CONDUITS REUSED UNDER THIS CONTRACT TO Issue Note: OR ALL THREE, BY A NATIONALLY RECOGNIZED TESTING LABORATORY (NRTL), PLUS A DUPLICATION OF THIS TIME FOR RESUBMITTALS, IF REQUIRED. TRANSMIT NEW BUILDING WITHOUT PRIOR CONSULTATION WITH THE ENGINEER. USE PUMPING REMOVE ALL DEBRIS AND OBSTRUCTIONS, AND SWAB UNTIL ALL MOISTURE IS WHENEVER ANY LISTING OR LABELING EXISTS FOR THE TYPES OF MATERIAL AND SUBMITTALS AS SOON AS POSSIBLE AFTER NOTICE TO PROCEED AND BEFORE EQUIPMENT IF REQUIRED TO KEEP TRENCHES FREE OF WATER. BACKFILL 16A CONCRETE BASES REMOVED. EQUIPMENT SPECIFIED. CONSTRUCTION STARTS. THE ENGINEER'S SUBMITTAL REVIEWS WILL NOT RELIEVE TRENCHES IN MAXIMUM 6-INCH LAYERS OF WELL TAMPED DRY EARTH IN A MANNER BID/PERMIT SET THE CONTRACTOR FROM RESPONSIBILITY FOR ERRORS IN DIMENSIONS, DETAILS, TO PREVENT FUTURE SEI1LEMENT. PROVIDE CONCRETE BASES (E.G., HOUSEKEEPING PADS) FOR EQUIPMENT WHERE CUT, PATCH, AND REPAIR WHERE REQUIRED FOR NEW ELECTRICAL INSTALLATIONS, AT A MINIMUM, GENERAL WORK PRACTICES FOR ELECTRICAL CONSTRUCTION SHALL SIZE OF MEMBERS, OR QUANTITIES; OR FOR OMITTING COMPONENTS OR FITTINGS; INDICATED ON THE DRAWINGS AND AS SPECIFIED HEREIN. CONCRETE BASES SHALL AND PATCH AND REPAIR ALL SURFACE DAMAGE RESULTING FROM THIS WORK. CUT RACEWAYS STUBBED ABOVE THE BE IN ACCORDANCE WITH: OR FOR NOT COORDINATING ITEMS WITH ACTUAL BUILDING CONDITIONS. EXCAVATION AS HEREIN SPECIFIED SHALL BE CLASSIFIED AS COMMON EXCAVATION. HAVE CHAMFERED EDGES. SIZE OF BASE SHALL BE A MINIMUM OF 2 INCHES FLUSH WITH THE FLOOR AND PLUG AT BOTH ENDS, 04/05/2017 NECA 1 (LATEST EDITION), "STANDARD PRACTICES FOR GOOD COMMON EXCAVATION SHALL COMPRISE THE SATISFACTORY REMOVAL AND GREATER THAN THE FOOTPRINT OF THE EQUIPMENT THAT IT IS SUPPORTING. FLOOR AND NOT USED AT SUBSTANTIAL COMPLETION OF THE WORK. ... ... ... ... .... WORKMANSHIP IN ELECTRICAL CONSTRUCTION". REFER TO DIVISION 1 FOR ACCEPTANCE OF ELECTRONIC SUBMITTALS FOR THIS DISPOSITION OF MATERIAL OF WHATEVER SUBSTANCES AND OF EVERY RELOCATE ALL EXISTING ELECTRICAL SYSTEMS REQUIRED TO BE IN OPERATION AT Project ID: PORTLAND PROJECT. FOR ELECTRONIC SUBMITTALS, CONTRACTOR SHALL SUBMIT THE DESCRIPTION ENCOUNTERED, INCLUDING ROCK, IF ANY, WITHIN THE LIMITS OF THE CONSTRUCT EQUIPMENT BASES OF A MINIMUM 28-DAY, 4000-PSI CONCRETE Drawn 16A MANUFACTURERS DOCUMENTS IN ACCORDANCE WITH THE PROCEDURES SPECIFIED IN DIVISION 1. WORK AS SPECIFIED AND SHOWN ON THE DRAWINGS. EXCAVATION SHALL BE CONFORMING TO AMERICAN CONCRETE INSTITUTE STANDARD BUILDING CODE FOR SUBSTANTIAL COMPLETION OF THE CONTRACT, IF REQUIRED, AS A RESULT OF HEI CONTRACTOR SHALL NOTIFY THE ARCHITECT AND ENGINEER THAT THE SHOP PERFORMED TO THE LINES AND GRADES INDICATED ON THE DRAWINGS. DISPOSE REINFORCED CONCRETE (ACI 318-99) AND THE LATEST APPLICABLE WORK INCLUDED UNDER THIS CONTRACT, EVEN IF NOT SPECIFICALLY INDICATED IN By: - IN OTHER ARTICLES WHERE LISTS OF MANUFACTURERS ARE INTRODUCED, SUBJECT DRAWINGS HAVE BEEN POSTED. IF ELECTRONIC SUBMITTAL PROCEDURES ARE NOT OF EXCAVATED MATERIALS THAT ARE CONSIDERED UNSUITABLE FOR BACKFILL, AND RECOMMENDATIONS OF THE ACI STANDARD PRACTICE MANUAL. CONCRETE SHALL THE DRAWINGS OR SPECIFICATIONS. Review By: HEI TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCTS BY ONE OF THE DEFINED IN DIVISION 1, CONTRACTOR SHALL INCLUDE THE WEBSITE, USER NAME SURPLUS OF EXCAVATED MATERIAL, WHICH IS NOT REQUIRED FOR BACKFILL, ALL TO BE COMPOSED OF CEMENT CONFORMING TO ASTM C 150 TYPE I, AGGREGATE Plot 04/05/2017 MANUFACTURERS SPECIFIED. AND PASSWORD INFORMATION NEEDED TO ACCESS THE SUBMITTALS. FOR THE SATISFACTION OF THE ENGINEER. CONFORMING TO ASTM C33, AND POTABLE WATER. EXPOSED EXTERIOR CONCRETE Date: SUBMITTALS SENT BY E-MAIL, CONTRACTOR SHALL COPY THE ARCHITECT AND SHALL CONTAIN 5 TO 7 PERCENT AIR ENTRAINMENT. WHERE A LIST IS PROVIDED, MANUFACTURERS ARE LISTED ALPHABETICALLY AND ENGINEER'S DESIGNATED REPRESENTATIVES. CONTRACTOR SHALL ALLOW THE 16A COINCIDENTAL DAMAGE Sheet:.-Title:.------ CONTRACTOR Title: NOT IN ACCORDANCE WITH ANY RANKING OR PREFERENCE. ENGINEER REVIEW TIME AS SPECIFIED ABOVE IN THE CONSTRUCTION SCHEDULE. UNLESS OTHERWISE SPECIFIED OR SHOWN ON THE STRUCTURAL DRAWINGS, WHERE MANUFACTURERS ARE NOT LISTED, PROVIDE PRODUCTS SUBJECT TO MATERIALS OAND/OR EQUIPMENT IN IN THE LY THE DOCUMENTS SUBMITTALTANDO USHALLSE THE FACILREPAIITIES DAMAGED ALL SINSTDHE COURSE OFEWALKS, STHIS VWORK.ING, ALREPAIR LS, IMATERASHES, LLS SHALLD OR ASTM AR615 ORCE P 6X6T-BW29 XASES IW29TH 0WELDED. 4 NWIRE IMESNG HACONFORMING RS IITO ASTM G TO ELECTRICAL ACTIVELY COMPLIAN C VEYNCE NVOLVEDWITH RIN MANUFAC URI GEQUIREMENTS M THENSPEC UFACTIFIRODUCTS THAT HFOR NO ESS BENGLPROPOSED.INDICATE THE GE ERAL MATERIPRODUCTFCA ALOGEDATA NOT SPECIFICALLYITERIA RIES NOTED ALLC EQUIREMEN SH EXISTING OOF THE IOWNERON. LCITYGAND KFILLOTH RSING DHAVINGRJ RISDICTIONESHALL M � A185.BARS ACHCDIRECTIONE TCING BARS 244 INCHES ON CENTER WITH A MINIMUM OF TWO REFERENCE ONLY SPECIFICATIONS THAN 5 YEARS. TO BE PART OF THE SPECIFIED PRODUCT WILL BE REJECTED AND RETURNED REPAIR WORK SHALL BE THOROUGHLY FIRST CLASS. NOT APPROVED WITH THIS PERMIT WITHOUT REVIEW. Sheet No.: j e /111 SECTION 1 6B BASIC ELECTRICAL MATERIALS AND METHODS -- REV - / 081214 16B RACEWAYS USE INSULATED, GROUNDING, OR COMBINATION, BUSHINGS WHEREVER 480V AND 480Y/277V 16B OUTLET BOXES FOR EXTERIOR UNATTENDED, WET LOCATIONS OR OTHER LOCATIONS AS ° ,( _ CONNECTION IS SUBJECT TO VIBRATION OR MOISTURE, WHEN REQUIRED BY NFPA INDICATED: IN-USE NEMA 3R RECESSED OR FLUSH MOUNT, UL-LABELED PLATES �Q� uarSTR JA ARCHITECTS METALLIC CONDUIT AND TUBING: 70, OR BOTH. PHASE A - BROWN ALL OUTLETS INCLUDING LIGHT FIXTURE, SWITCH, RECEPTACLE, AND SIMILAR MOLDED FROM A CLEAR HIGH IMPACT ULTRAVIOLET STABILIZED POLYCARBONATE ..i PHASE B - ORANGE OUTLETS: NATIONAL ELECTRICAL, APPLETON, STEEL CITY, RACO, OR APPROVED MATERIAL FOR EASY VERIFICATION THAT CORDS ARE PLUGGED IN AND THAT THE ELECTRICAL METALLIC TUBING, COUPLINGS AND FITTINGS (EMT): ANSI C80.3, UL 797. 16B CONDUCTORS AND CABLES PHASE C - YELLOW EQUAL, GALVANIZED STEEL KNOCKOUT BOXES, SUITABLE IN DESIGN TO THE GFCI IS FUNCTIONING. BACK BOX MUST BE SUITABLE FOR CONDUIT CONNECTING. • ONLY STEEL PRODUCTS ALLOWED. NEUTRAL - GRAY PURPOSE THEY SERVE AND THE SPACE THEY OCCUPY. SIZE AS REQUIRED FOR THE COORDINATE BACK BOX WITH WALL DEPTH. INTERMATIC WP1000RC/HRC OR EQUAL. 729 Heinz Avenue, Suite 1 REDUCED WALL EMT IS NOT ALLOWED CONDUCTOR MATERIAL: EQUIPMENT GROUND - GREEN. SPECIFIC FUNCTION OR AS REQUIRED BY NEPA 70, WHICHEVER IS LARGER. SET ALL OUTLET BOXES IN WALLS, COLUMNS, FLOORS, OR CEILINGS SO THEY ARE FLUSH FOR ATTENDED WET OR DAMP LOCATIONS: WEATHERPROOF COVER PLATES, UL- Berkeley, CA 94710 FLEXIBLE METAL CONDUIT (FMC): ZINC-COATED STEEL OR ALUMINUM, UL 1. ANNEALED (SOFT) COPPER COMPLYING WITH ICEA S-95-658/NEMA WC70; USE OF MC CABLE WITH THE FINISHED SURFACE, ACCURATELY SET, AND RIGIDLY SECURED IN LISTED FOR WET LOCATIONS WITH COVER(S) CLOSED; DIE-CAST ALUMINUM OR TYPE 510 / 848-0895 REDUCED-WALL FMC IS NOT ALLOWED MAY ONLY BE USED: POSITION. PROVIDE PLASTER RINGS, EXTENSION RINGS AND/OR MASONRY RINGS 302 STAINLESS STEEL; SINGLE-COVER FOR SWITCHES AND VERTICALLY MOUNTED FAX 510 /848-0$97 COMPACT STRANDED, ALUMINUM ALLOY (AA-8000 SERIES), COMPLYING WITH ICEA AS REQUIRED FOR FLUSH MOUNTING. PROVIDE APPROVED CAST OUTLET BOXES, RECEPTACLES; DOUBLE-COVER FOR HORIZONTALLY MOUNTED RECEPTACLES; INTERMEDIATE METAL CONDUIT (IMC): HOT-DIP GALVANIZED RIGID STEEL CONDUIT: S-95-658/NEMA WC70; NO. 1/0 AWG OR LARGER ONLY. ALCAN STABILOY OR IN LIEU OF FLEXIBLE CONDUIT AND WIRING FROM LIGHT FIXTURES IN WITH HUBS AND WEATHERPROOF COVERS, IN ALL AREAS SUBJECT TO DAMP, WET, SELF-CLOSING COVERS. ANSI 080.6, UL 1242. APPROVED EQUIVALENT. ACCESSIBLE CEILINGS TO JUNCTION BOXES (ATTACHED TO BUILDING OR HARSH CONDITIONS. STRUCTURE) ABOVE THE CEILING. PROVIDE CABLE WHIPS OF SUFFICIENT COVER PLATES: BY THE SAME MANUFACTURER AS THE WIRING DEVICES; Project: LENGTHS TO ALLOW FOR RELOCATING EACH LIGHT FIXTURE WITHIN A 5-FOOT 0 LIQUIDTIGHT FLEXIBLE METAL CONDUIT (LFMC): FLEXIBLE STEEL CONDUIT WITH PVC CONDUCTOR INSULATION TYPES: 90-DEGREE C-RATED, TYPE THHN/THWN-2 OR 1613 OUTLET LOCATIONS COMPLYING WITH NEPA 70 406.8 (A) OR (B) REQUIREMENTS FOR ATTENDED OR JACKET: UL 360 XHHW-2 COMPLYING WITH ICEA S-95-658/NEMA WC70. RADIUS OF ITS INSTALLED LOCATION, BUT NOT EXCEEDING 6 FEET IN UNATTENDED USE AS APPLICABLE. I UNSUPPORTED LENGTHS. COORDINATE LOCATIONS OF OUTLET BOXES. OUTLETS ARE ONLY APPROXIMATELY Cr RIGID METAL CONDUIT (RMC): HOT-DIP GALVANIZED RIGID STEEL CONDUIT (GRS): SIZES OF CONDUCTORS AND CABLES INDICATED OR SPECIFIED ARE IN AMERICAN LOCATED ON THE SMALL SCALE DRAWINGS. USE GREAT CARE IN THE ACTUALI W ANSI C80.1, UL 6. WIRE GAGE (AWG - BROWN AND SHARPE). FOR VERTICAL DROPS IN STUD WALLS. LOCATION BY CONSULTING THE VARIOUS LARGE SCALE DETAILED DRAWINGS USED 16B ELECTRICAL SERVICE AND GROUNDING ONLY FOR 15A AND 20A BRANCH CIRCUITS (WITH UP TO BY OTHER DIVISION TRADES, AND BY SECURING DEFINITE LOCATIONS FROM THE CC RIGID ALUMINUM CONDUIT (RAC): ANSI C805, UL 6A. ALL FEEDER AND BRANCH CIRCUIT CONDUCTORS NO. 8 AWG AND LARGER: IN LIEU OF EMT, ARCHITECT. 163 ELECTRICAL SERVICE '`i FOUR (4) CONDUCTORS, NOT INCLUDING GROUND CONDUCTOR), AND ONLY 40.4mO PLASTIC-COATED IMC, RMC, AND FITTINGS: NEMA RN 1, UL LISTED. STRANDED. IN DRY CONCEALED LOCATIONS ABOVE GRADE, EXCEPT WHERE SPECIFICALLY 168 MOUNTING HEIGHTS SEE DRAWINGS FOR TYPE, SIZE, VOLTAGE, PHASE, AND OTHER REQUIREMENTS. D IMC AND RMC FITTINGS: NEMA FB 1; COMPATIBLE WITH CONDUIT TYPE ANDN NOT PERMITTED BY NFPA 70. I 0 in ALL CONDUCTORS, NO. 10 AWG AND SMALLER: SOLID COPPERUNLESS NOTED OTHERWISE, INSTALL WIRING DEVICES AS INDICATED BELOW (NOTE: PROVIDE, OR ARRANGE WITH THE SERVING UTILITY FOR INSTALLATION TO PROVIDE, r N (I) I� MATERIAL, UL LISTED ALL BRANCH CIRCUIT WIRING: NOT SMALLER THAN NO. 12 AWG. IF NO CONDUCTOR ALL DIMENSIONS ARE TO THE BOTTOM OF THE OUTLET BOX UNLESS NOTED A RECORDING VOLTMETER AT THE SERVICE POINT, ON THE FIRST DAY THE FACILITY SIZE IS INDICATED ON THE DRAWINGS FOR A BRANCH CIRCUIT, PROVIDE MC CABLE SHALL NOT BE USED FOR ANY USE NOT LISTED ABOVE. OTHERWISE): IS OPEN FOR BUSINESS, FOR A 24-HOUR VOLTAGE TEST. IF VOLTAGE AND ( 0 I Z (}� EXAMPLES OF THOSE USES INCLUDE, BUT ARE NOT LIMITED TO: r J Z _tet NON-METALLIC CONDUIT AND TUBING: CONDUCTORS AND CONDUIT SIZED PER NFPA 70 AND BASED ON THE INDICATED REGULATION ARE NOT WITHIN ACCEPTABLE LIMITS, ARRANGE WITH THE UTILITY FOR © BRANCH CIRCUIT OVERCURRENT PROTECTIVE DEVICE (OCPD) RATING AND NUMBER RECEPTACLES: PROPER VOLTAGE. SUBMIT TO THE OWNER A REPORT OF MAXIMUM AND MINIMUM �J 0 EC RIGID NONMETALLIC CONDUIT (RNC): SCHEDULE 40 PVC, 90 DEG C RATED, NEMA TC- OF POLES. WHERE NO CIRCUIT SIZE (I.E., CONDUCTORS AND OCPD) IS INDICATED HOMERUNS TO PANELBOARDS. VOLTAGE AND A COPY OF THE RECORDING VOLTMETER CHART. ■■�� Q F- 0 2, UL 651; FITTINGS: NEMA TC 3, TC 6; UL 514, COMPATIBLE WITH CONDUIT/TUBING ON THE DRAWINGS FOR A BRANCH CIRCUIT, PROVIDE THREE NO. 12 AWG WHERE EXPOSED TO VIEW. VERTICALLY ALIGNED WITH THE GROUND SLOT MOUNTED AT THE TOP: BOTTOM OFCd TYPE AND MATERIAL, UL LISTED. CONDUCTORS, IN 3/4-INCH RACEWAY, AND A 20A CIRCUIT BREAKER. WHERE EXPOSED TO DAMAGE. OUTLET BOX 16 INCHES ABOVE FINISHED FLOOR. -I ' 0 r HAZARDOUS LOCATIONS. z I 0 16B RACEWAY INSTALLATION CONTROL WIRING: STRANDED COPPER CONDUCTORS, 600V INSULATION, OF THE WET LOCATIONS. HORIZONTALLY ALIGNED, WITH NEUTRAL SLOT MOUNTED AT THE TOP: BOTTOM OF I Z PROPER TYPE, SIZE AND NUMBER AS REQUIRED TO ACCOMPLISH SPECIFIED WHEN RESTRICTED OTHERWISE. OUTLET BOX 16 INCHES ABOVE FINISHED FLOOR. I L U ABOVE GROUND USE; FUNCTION. MINIMUM SIZE: NO. 14 AWG, UNLESS NOTED OTHERWISE. WHEN SPECIFICALLY DISALLOWED BY THE LOCAL AHJ. O (, INSTALL ALL CIRCULAR RACEWAYS CONCEALED ABOVE SUSPENDED CEILINGS OR WHEN SPECIFICALLY DISALLOWED BY THE LANDLORD. FOR 36-INCH HIGH COUNTER TOPS: 44 INCHES ABOVE FINISHED FLOOR, VERTICALLY I Q Q J CONCEALED IN WALLS OR FLOORS WHEREVER POSSIBLE EXCEPT WHERE FLEXIBLE CORDS AND CABLES: STRANDED COPPER CONDUCTORS FOR ALL, UNLESS CIRCUITS THAT CAN BE SUPPLIED BY AN EMERGENCY OR STANDBY POWER ALIGNED. 14 OTHERWISE INDICATED. NOTED OTHERWISE. SOURCE. a- H EMERGENCY, OPERATING AND ICU ROOMS. FOR 34-INCH HIGH COUNTER TOPS: 40 INCHES ABOVE FINISHED FLOOR, VERTICALLY (1) PROVIDE GRS FOR ALL CONDUITS RUN EXPOSED TO WEATHER, OR EXPOSED TO SPECIAL PURPOSE CONDUCTORS AND CABLES, SUCH AS LOW VOLTAGE CONTROL ALIGNED. (.41."1 I OTHER HAZARDOUS CONDITIONS. AND SHIELDED INSTRUMENT WIRING: UNLESS INDICATED OTHERWISE, SHALL BE AS Q. RECOMMENDED BY THE SYSTEM EQUIPMENT MANUFACTURER. 163 RIGID CABLE TRAY MECHANICAL AND ELECTRICAL EQUIPMENT ROOMS AND JANITORS CLOSETS: 44 ALL OTHER RACEWAY MAY BE EMT WHERE APPROVED BY LOCAL CODE. USE INCHES ABOVE FINISHED FLOOR, VERTICALLY ALIGNED. I COMPRESSION TYPE FITTINGS FOR EMT, WITH ALL FITTINGS UL LISTED FOR THE TYPE MC CABLE: 600V, UNJACKETED; ANSI E119 AND E814, UL STANDARDS 44 OR 83 CABLE TRAY SYSTEMS SHALL CONSIST OF STRAIGHT SECTIONS, FITTINGS, AND ENVIRONMENT IN WHICH THEY ARE USED. (AS APPLICABLE), AND 1569, NFPA 70 ARTICLE 330; ALUMINUM OR GALVANIZED STEEL ACCESSORIES AS DEFINED IN NEMA VE-1 AND UL CLASSIFIED AS EQUIPMENT GFCI RECEPTACLES: SAME AS GENERAL RECEPTACLES. LO INTERLOCKED ARMOR; THHN- OR XHHW-INSULATED CONDUCTORS; COLOR CODE: GROUNDING CONDUCTORS. PROVIDE RADIUSED ELBOWS, TEES, CROSSES, SPLICEa) UNDERGROUND USE 'CEA METHOD 1, WITH GREEN INSULATED GROUNDING CONDUCTOR PLATES, WALL AND OVERHEAD SUPPORTS, AND OTHER FITTINGS NECESSARY FOR A 1 in PROVIDE GRS INSTALLED BELOW GRADE WITH A CORROSION RESISTANT BONDED- COMPLETE, CONTINUOUSLY GROUNDED SYSTEM. CONCRETE BLOCK WALLS: DIMENSIONS ABOVE MAY BE ADJUSTED SLIGHTLY, AS PLASTIC OR APPROVED MASTIC COATING. THIS SHALL INCLUDE THE 90-DEGREE 16B INSTALLATION OF CONDUCTORS AND CABLES REQUIRED TO COMPENSATE FOR VARIABLE JOINT DIMENSIONS, SUCH THAT BOTTOM ELBOW BELOW GRADE AND THE ENTIRE VERTICAL TRANSITION TO ABOVE GRADE. FITTINGS AND CONNECTORS SHALL' BE USED TO CONNECT STRAIGHT SECTIONS AND OR TOP OF BOXES, AS APPLICABLE, ARE AT BLOCK JOINTS. INSTALL ALL WIRING IN APPROVED RACEWAY AND ENCLOSURES, EXCEPT: CHANGE DIRECTION OR SIZE. FITTINGS INCLUDE HORIZONTAL BENDS, VERTICAL Consultants: RNC CONDUIT MAY BE USED UNDERGROUND WHERE PERMITTED BY LOCAL CODE WHERE SPECIFIED OR INDICATED FOR LOW-VOLTAGE WIRING BENDS, REDUCERS, CROSSES AND TEES. CONNECTORS MAY INCLUDE SPLICE SWITCHES: PLATES, SPLICE CLAMPS, AND TEE CLAMPS. ACCESSORIES MAY INCLUDE SUCH STRUCTURAL ENGINEER AND WHERE NOTD GRS, CASPY RESTRICTEDDABOBY THESE DOCUMENTS.SEGRE WHEN USED, WHERE SPECIFIED OR IE IS NFOR DIRESPEC FIEDD CS ITEMS AS COVERS, CONDUIT ADAPTERS AND BARRIERS. GENERAL: TOP OF OUTLET BOX A MAXIMUM OF 48 INCHES ABOVE FINISHED FLOOR. Murphy Burr Curry, Inc. PROVIDE COATED GRS, AS SPECIFIED ABOVE, FOR ALL BENDS GREATER THAN 30 WHERE TYPE MC CABLE IS INDICATED OR SPECIFIED AS ACCEPTABLE. DEGREES, INCLUDING THE 90-DEGREE ELBOWS BELOW GRADE AND THE ENTIRE ALL SWITCHES SHALL BE MOUNTED AT THE SAME HEIGHT THROUGHOUT THE - VERTICAL RISERS FOR TRANSITIONS FROM BELOW TO ABOVE GRADE OR ABOVE- INSTALL ALL CONDUCTORS AND CABLE IN RACEWAYS CONTINUOUS WITHOUT TAPS CABLE TRAY MATERIALS AND FINISHES: PROJECT UNLESS NOTED OTHERWISE. 85 Second Street San Francisco, CA 94105 SLAB. OR SPLICES. SPLICE OR TAP ONLY IN APPROVED BOXES AND ENCLOSURES WITH 1. ALUMINUM: STRAIGHT SECTIONS AND FITTING SIDE RAILS AND RUNGS SHALL BE ABOVE COUNTERS: SAME AS FOR RECEPTACLES. TEL: 415.546.0431 APPROVED SOLDERLESS CONNECTORS, OR CRIMP CONNECTORS AND TERMINAL EXTRUDED FROM ALUMINUM ASSOCIATION ALLOY 6063. ALL FABRICATED PARTS - EQUIPMENT CONNECTIONS BLOCKS FOR CONTROL WIRING, AND KEEP TO THE MINIMUM REQUIRED. INSULATE SHALL BE MADE FROM ALUMINUM ASSOCIATION ALLOY 5052. SPLICE PLATES SHALL ' USE FMC FOR FINAL CONNECTION TO EACH MOTOR AND TRANSFORMER, AND TO ALL SPLICES, TAPS, AND JOINTS AS REQUIRED BY CODES. CONCRETE BLOCK WALLS: 40 INCHES ABOVE FINISHED FLOOR (DIMENSION MAY BE ANY DEVICE THAT WOULD OTHERWISE TRANSMIT MOTION, VIBRATION, OR NOISE. BE OF WEDGE LOCK DESIGN, USING FOUR SQUARE NECK CARRIAGE BOLTS AND ADJUSTED SLIGHTLY, AS REQUIRED TO COMPENSATE FOR VARIABLE JOINT USE LFMC WHERE EXPOSED TO LIQUIDS, VAPORS OR SUNLIGHT, AND TO CONNECT ALL MATERIALS USED TO TERMINATE, SPLICE OR TAP CONDUCTORS: DESIGNED FOR, SERRATED FLANGE LOCKNUTS. DIMENSIONS, SUCH THAT BOTTOM OF BOXES ARE AT BLOCK JOINTS). TO KITCHEN AND FOOD SERVICE EQUIPMENT. PROVIDE ALL FMC AND LFMC WITH AN PROPERLY SIZED FOR, AND UL LISTED FOR THE SPECIFIC APPLICATION AND 2, PRE-GALVANIZED STEEL: STRAIGHT SECTIONS AND FITTING SIDE RAILS, RUNGS AND INSULATED BONDING CONDUCTOR. CONDUCTORS INVOLVED, AND INSTALLED IN STRICT ACCORDANCE WITH THE WALLS WITH WAINSCOTING: 6 INCHES MINIMUM ABOVE WAINSCOTING, BUT NOT MANUFACTURER'S RECOMMENDATIONS, USING THE MANUFACTURER'S COVERS SHALL BE MADE FROM STEEL MEETING THE MINIMUM MECHANICAL EXCEEDING 48 INCHES ABOVE FINISHED FLOOR. USE ONLY METAL RACEWAYS FOR ALL POWER WIRING FROM THE OUTPUT OF RECOMMENDED TOOLS. PROPERTIES AND MILL GALVANIZED IN ACCORDANCE WITH ASTM A653 SS, GRADE 33, VARIABLE FREQUENCY DRIVES TO THEIR RESPECTIVE MOTORS. COATING DESIGNATION G90. SPLICE PLATES SHALL BE MANUFACTURED FROM HIGH MULTI-OUTLET ASSEMBLIES: WHERE WIRING IS INDICATED AS INSTALLED, BUT THE CONNECTION IS INDICATED STRENGTH STEEL, USING RIBBED CARRIAGE BOLTS AND SERRATED FLANGE GENERAL RACEWAY INSTALLATION REQUIREMENTS "FUTURE" OR "BY OTHER DIVISION, TRADES, OR CONTRACTS", LEAVE A MINIMUM 3- LOCKNUTS. 16 INCHES ABOVE FINISHED FLOOR >]. H E1�D ERSOI� INSTALL RACEWAYS PARALLEL AND PERPENDICULAR TO BUILDING LINES. FOOT "PIGTAIL" AT THE BOX, TAPE THE ENDS OF THE CONDUCTORS, AND COVER THE 3. HOT DIPPED GALVANIZED AFTER FABRICATION STEEL: STRAIGHT SECTIONS, FITTING TELEPHONE/DATA OUTLET BOXES: tENGINEERS=_ BOX. SIDE RAILS AND RUNGS SHALL BE MADE FROM STEEL MEETING THE MINIMUM INSTALL RACEWAYS REQUIREMENTS OF STRUCTURE AND TO REQUIREMENTS OF MECHANICAL PROPERTIES OF ASTM A1011 SS, GRADE 33 FOR 14 GAUGE AND GENERAL: MATCH MOUNTING HEIGHT OF ADJACENT WIRING DEVICE LISTED ABOVE. 150WEST36TH STREET,FLOOR 4 ALL OTHER WORK ONN THE PROJECT; TO CLEAR ALL OPENINGS, DEPRESSIONS, IN GENERAL, THE DIRECTION OF BRANCH CIRCUIT "HOME RUN" ROUTING IS HEAVIER, ASTM A10O8, GRADE 33, TYPE 2 FOR 16 GAUGE AND LIGHTER, AND SHALL INDICATED ON THE DRAWINGS, COMPLETE WITH CIRCUIT NUMBERS AND WALL-MOUNTED TELEPHONE: 40 INCHES ABOVE FINISHED FLOOR. NEW YORK,NY 10018 PIPES, DUCTS, REINFORCING STEEL, AND OTHER IMMOVABLE OBSTACLES. BE HOT-DIP GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH ASTM A123. ALL rE12]2 413 8400 Fax 2124138401 PANELBOARD DESIGNATION. CONTINUE ALL SUCH "HOME RUN" WIRING TO THE COVERS AND SPLICE PLATES MUST ALSO BE HOT-DIP GALVANIZED AFTER INSTALL RACEWAYS SET IN FORMS FOR CONCRETE STRUCTURE IN SUCH A MANNERvrww,hei-eng000 DESIGNATED PANELBOARD, AS THOUGH "CIRCUIT RUNS" WERE INDICATED IN THEIR FOR OTHER THAN WIRING DEVICES, REFER TO PARAGRAPHS, ARTICLES, SECTIONS, THAT INSTALLATION WILL NOT AFFECT THE STRENGTH OF THE STRUCTURE. ENTIRETY. FABRICATION; MILL GALVANIZED COVERS ARE NOT ACCEPTABLE FOR HOT-DIPPED DIVISIONS, OR DRAWINGS TO OBTAIN MOUNTING HEIGHTS FOR SPECIFIC EQUIPMENT 1650004180 GALVANIZED CABLE TRAY. ALL HOT-DIP GALVANIZED AFTER FABRICATION STEEL EXCEPT WHERE APPROVED IN WRITING BY THE ENGINEER, INSTALL NO RACEWAY IN THE NUMBER OF CONDUCTORS IN A SPECIFIC RACEWAY "HOME RUN" IS INDICATED CABLE TRAYS MUST BE RETURNED TO POINT OF MANUFACTURE AFTER COATING OR SYSTEMS. A SLAB-ON-GRADE. LOCATE RACEWAY BELOW GRANULAR FILL BELOW SLABS-ON- WITH CROSS LINES (TICK MARKS) ON EACH "CIRCUIT RUN" ON THE DRAWINGS. FOR INSPECTION AND REMOVAL OF ALL ICICLES AND EXCESS ZINC. FAILURE TO DO 168 WIRING DEVICES GRADE. SO CAN CAUSE DAMAGE TO CABLES AND/OR INJURY TO INSTALLERS. COMMON OR SHARED NEUTRALS ARE NOT ALLOWED UNLESS SHOWN ON THESTAINLESS STEEL: STRAIGHT SECTIONS, FITTING SIDE RAILS AND RUNGS SHALL BE THE CATALOG NUMBERS LISTED FOR WIRING DEVICES ARE GENERALLY FOR 20A 4. INSTALL RACEWAYS CONTINUOUS BETWEEN CONNECTIONS TO OUTLETS, BOXES DRAWINGS TO BE USED OR SPECIFICALLY NOTED TO BE ALLOWED. MANUFACTURED FROM AISI TYPE 304 OR TYPE 316 STAINLESS STEEL. TRANSVERSE RATED DEVICES. WHERE 15A RATED DEVICES ARE INDICATED ON THE DRAWINGS AND CABINETS WITH A MINIMUM POSSIBLE NUMBER OF BENDS AND NOT MORE THAN MEMBERS (RUNGS) OR BOTTOMS BE WELDED TO THE SIDE OR REQUIRED FOR CIRCUIT RATING LIMITATIONS, PROVIDE WIRING DEVICES THE EQUIVALENT OF FOUR 90-DEGREE BENDS BETWEEN CONNECTIONS. USE WHERE MULTI-WIRE BRANCH CIRCUITS (I.E., SHARED NEUTRAL) ARE ALLOWED, THEY RAILS WITH TYPE6 CORRUGATEDUSS STEEL SHALL WIRE. EQUIVALENT TO THOSE SPECIFIED FOR 20A, BUT RATED FOR 15A. MANUFACTURED ELBOWS FOR ALL 45- AND 90-DEGREE BENDS, UNLESS APPROVED SHALL BE PROVIDED WITH A MEANS THAT WILL SIMULTANEOUSLY DISCONNECT ALL BY THE ENGINEER IN ADVANCE. MAKE OTHER BENDS SMOOTH AND EVEN AND UNGROUNDED CONDUCTORS AT THE POINT THE BRANCH CIRCUIT ORIGINATES. CABLE TRAY TYPES: ALL RECEPTACLES LOCATED OUTDOORS OR IN DAMP OR WET LOCATIONS: SHALL BE WITHOUT FLATTENING RACEWAY OR FLAKING GALVANIZING OR ENAMEL. RADII OF MULTI-POLE BREAKERS OR 3 SINGLE POLE BREAKERS WITH A HANDLE TIE ARE TWO LADDER: LADDER TYPE TRAY SHALL BE A PRE-FABRICATED STRUCTURE CONSISTING LISTED AS 'WEATHER RESISTANT', DESIGNATED BY A 'WR' ON THE FACEPLATE. BENDS SHALL BE AS LONG AS POSSIBLE AND NEVER SHORTER THAN THE EXAMPLES. OF TWO LONGITUDINAL MEMBERS (SIDE RAILS) WITH TRANSVERSE MEMBERS CORRESPONDING TRADE ELBOW. (RUNGS) WELDED TO THE SIDE RAILS, FOR SUPPORTING AND ROUTING CABLES OR PROVIDE THE FOLLOWING WIRING DEVICES WHERE SHOWN ON DRAWINGS OR WHEN MULTIPLE HOME RUNS ARE COMBINED INTO A SINGLE RACEWAY SUCH THAT CONDUCTORS WITHIN THE STRUCTURE. RUNGS SHALL BE SPACED ON 6 INCHES ON REQUIRED. MINOR CHANGES RELATIVE TO THE LOCATION OF ELECTRICAL USE LONG RADIUS ELBOWS FOR ALL UNDERGROUND INSTALLATIONS, WHERE THE NUMBER OF CONDUCTORS EXCEEDS FOUR (CONDUCTOR COUNT IS MADE UP CENTER. RUNG SPACING IN RADIUSED FITTINGS SHALL BE 9 INCHES MEASURED AT EQUIPMENT MAY BE MADE TO COMPLY WITH STRUCTURAL AND BUILDING _ NECESSARY OR INDICATED. OF ANY COMBINATION OF PHASE AND NEUTRAL CONDUCTORS), THE FOLLOWING REQUIREMENTS AS DETERMINED IN THE COURSE OF CONSTRUCTION. PROVIDE ALL } THE CENTER OF THE TRAYS WIDTH. RUNGS SHALL HAVE A MINIMUM CABLE BEARING RESTRICTIONS APPLY, WHICH ARE IN ADDITION TO THOSE IN NFPA 70: SURFACE OF 3/4 INCHES WITH RADIUSED EDGES. NO PORTION OF THE RUNGS WIRING DEVICES OF THE SAME MANUFACTURER AND NOT MIXED ON THE PROJECT, SECURELY FASTEN RACEWAYS IN PLACE WITH APPROVED STRAPS, HANGERS AND SHALL PROTRUDE BELOW THE BOTTOM PLANE OF THE SIDE RAILS. TO THE MAXIMUM EXTENT POSSIBLE. PROVIDE COLOR OF TOGGLES AND STEEL SUPPORTS AS REQUIRED. ATTACH RACEWAY SUPPORTS TO THE BUILDING NORMAL OR NON-ESSENTIAL CIRCUITS. RECEPTACLES AS REQUESTED BY THE ENGINEER: REFER TO DETAIL SHOWING STRUCTURE. HANG SINGLE RACEWAYS FOR FEEDERS WITH MALLEABLE SPLIT RING THISDOCUMENT IS RELEASED VENTILATED-BOTTOM OR VENTILATED-TROUGH CABLE TRAY: VENTILATED TROUGH RECEPTACLES TABLE. FOR THE PURPOSE OF HANGERS WITH ROD AND TURNBUCKLE SUSPENSION FROM INSERTS SPACED NOT MAXIMUM OF 16 CONDUCTORS IN A SINGLE RACEWAY. FOR UP TO EIGHT TYPE TRAYS SHALL CONSIST OF THREE PIECE CONSTRUCTION CONSISTING OF TWO PRELIMINARY SUBMITTAL OVER 10 FEET APART IN CONSTRUCTION ABOVE. CLAMP GROUPS OF HORIZONTAL CONDUCTORS IN A RACEWAY, MINIMUM RACEWAY SIZE: 3/4-INCH. LONGITUDINAL MEMBERS (SIDE RAILS) WITH A CORRUGATED BOTTOM WELDED TO CRAIG R. LANHAM FEEDER RACEWAYS TO STEEL CHANNELS THAT ARE SUSPENDED FROM INSERTS FOR GREATER THAN EIGHT CONDUCTORS, MINIMUM RACEWAY SIZE: 1-INCH. THE SIDE RAILS. THE PEAKS OF THE CORRUGATED BOTTOM SHALL HAVE A MINIMUM Pass & Cooper Wiring LICENSE # 17547PE SPACED NOT OVER 10 FEET APART IN CONSTRUCTION ABOVE. SECURELY CLAMP DO NOT INSTALL ANY OTHER TYPE OF CIRCUIT IN THIS RACEWAY. FLAT CABLE BEARING SURFACE OF 2-3/4 INCHES AND SHALL BE SPACED 6 INCHES Type of Device Hubbell Seymour Levison Devices VERTICAL FEEDER RACEWAYS TO STRUCTURAL STEEL MEMBERS ATTACHED TO ON CENTER. TO PROVIDE VENTILATION IN THE TRAY, THE VALLEYS OF THECR20CR20CR20 STRUCTURE. INSTALL CABLE CLAMPS FOR SUPPORT OF VERTICAL FEEDERS WHERE THE MINIMUM WIRE SIZE FOR ALL CONDUCTORS IN THIS RACEWAY: NO. 10 AWG. CORRUGATED BOTTOM SHALL HAVE 2-1/4 INCH X 4 INCH RECTANGULAR HOLES FOR Duplex Receptacle BR20 5361 5261 5351 IT IS NOT TO BEUSED REQUIRED. ADD RACEWAY SUPPORTS WITHIN 12 INCHES OF ALL BENDS, ON BOTHSimplex Receptacle HBL 5361 5361 5261 5351 CONSTRUCTION SIDES OF THE BENDS. DO NOT SUPPORT RACEWAYS FROM SUSPENDED CEILING PUNCHED ALONG THE WIDTH OF ITS BOTTOM. GEC! Receptacle GF2OLA 2095 7899-H VGF20 PURPOSES. ONLY 15A AND 20A BRANCH CIRCUIT HOMERUNS MAY BE COMBINED INTO ONE COMPONENTS. RACEWAY. 1. SOLID-BOTTOM OR SOLID TROUGH: SOLID BOTTOM TROUGH TYPE TRAYS SHALL BE GFCI Receptacle - GFTR20 2095TRWR W7899 WRVGF20 OF THREE PIECE CONSTRUCTION CONSISTING OF TWO LONGITUDINAL MEMBERS Weather resistant REAM RACEWAY ENDS, THOROUGHLY CLEAN RACEWAYS BEFORE INSTALLATION, GEC! CIRCUITS. (SIDE RAILS) WITH A SOLID CORRUGATED BOTTOM WELDED TO THE SIDE RAILS. THE Blank Face GFCI GFBF20 2085 7590 VGFD20 AND KEEP CLEAN AFTER INSTALLATION. PLUG OR COVER OPENINGS AND BOXES AS PEAKS OF THE SOLID CORRUGATED BOTTOM SHALL HAVE A MINIMUM FLAT CABLE Quad/4-Plex HBL 420 420H 21254 N/A No. Date REQUIRED TO KEEP RACEWAYS CLEAN DURING CONSTRUCTION AND FISH ALL DO NOT USE MULTI-CONDUCTOR CIRCUITS, WITH A SHARED NEUTRAL, FOR ANY BEARING SURFACE OF 2-3/4 INCHES AND SHALL BE SPACED 6 INCHES ON CENTER. Clock Receptacle HBL5235 S3733 5361-CH TR775 RACEWAYS CLEAR OF OBSTRUCTIONS BEFORE PULLING CONDUCTORS WIRES. GFCI CIRCUIT BREAKER OR RECEPTACLE CIRCUIT. PROVIDE RACEWAYS OF AMPLE SIZE FOR PULLING OF WIRE AND NOT SMALLER 168 FLEXIBLE CABLE TRAY (15A only) (15A only) THAN CODE REQUIREMENTS AND NOT LESS THAN 1/2-INCH IN SIZE, UNLESS EMERGENCY POWER CIRCUITS - INCLUDES ALL CIRCUITS COVERED UNDER Single Pole Switch DS120 CS2OAC1 CSB1-20 CSB120 • INDICATED OTHERWISE ON DRAWINGS. HOMERUNS CONTAINING MORE THAN ONE ARTICLES 700, 701 AND 702. FLEXIBLE CABLE TRAY SYSTEMS SHALL CONSIST OF STRAIGHT SECTIONS, FITTINGS, Double Pole Switch DS220 CSB2-20 CSB220 BRANCH CIRCUIT SHALL NOT BE LESS THAN 3/4- INCH IN SIZE. AND ACCESSORIES AS NECESSARY FOR A COMPLETE, CONTINUOUSLY GROUNDED Three-way Switch DS230 CS2OAC3 CSB3-20 CSB320 MAXIMUM OF EIGHT CONDUCTORS IN A SINGLE RACEWAY. SYSTEM. Four-way Switch DS420 CSB4-20 CSB420 PROTECT ALL RACEWAY INSTALLATIONS AGAINST DAMAGE DURING CONSTRUCTION. MINIMUM RACEWAY SIZE: 3/4-INCH. Pilot Light Switch HBL1221PL PS2OAC1-XSL 1221-PLR (120V) AH1221PL REPAIR ALL RACEWAYS DAMAGED OR MOVED OUT OF LINE AFTER ROUGHING-IN TO DO NOT INSTALL ANY OTHER TYPE OF CIRCUIT IN THIS RACEWAY. WIRE BASKET SHALL BE MADE OF HIGH STRENGTH STEEL WIRES AND FORMED INTO 1221-7PR (277V) MEET ENGINEER'S APPROVAL WITHOUT ADDITIONAL COST TO THE OWNER. A STANDARD 2 INCH BY 4 INCH WIRE MESH PATTERN WITH INTERSECTING WIRES Lighted Handle Switch HBL1221IL PS2OAC1-XPL 1221-LH (120V) AH1221LT ONLY 15A AND 20A BRANCH CIRCUIT HOMERUNS MAY BE COMBINED INTO WELDED TOGETHER. ALL WIRE ENDS ALONG WIRE BASKET SIDES (FLANGES) SHALL ALIGN AND INSTALL TRUE AND PLUMB ALL RACEWAY TERMINATIONS AT ONE RACEWAY. BE ROUNDED DURING MANUFACTURING FOR SAFETY OF CABLES AND INSTALLERS. PS2OAC1-XPL7 1221-7L (277V) PANELBOARDS, SWITCHBOARDS, MOTOR CONTROL EQUIPMENT AND JUNCTIONKey Switch HBL1221L PS2OAC-L 1221-2KL 1221L 1. CABLE TRAY MATERIALS: STEEL ROD AND/OR WIRE; CORROSION RESISTANT TO THE Wall-box Dimmer AS153 CD703P 81500 N/A .•. �•- BOXES. FOR BRANCH CIRCUITS FED FROM GFCI CIRCUIT BREAKERS, LIMIT THE ONE-WAY DEGREE SUITABLE FOR THE ENVIRONMENT WHERE IT IS TO BE INSTALLED; FIELD- 1.5kW SP3W, Issue Note: CONDUCTOR LENGTH TO 100 FEET BETWEEN THE PANELBOARD AND THE MOST BENDABLE. ( )� INSTALL APPROVED EXPANSION/DEFLECTION FITTINGS WHERE RACEWAYS PASS REMOTE RECEPTACLE OR LOAD ON THE GFCI CIRCUIT. Incandescent THROUGH (IF EMBEDDED) OR ACROSS (IF EXPOSED) EXPANSION JOINTS. ALSO2. CABLE TRAY TYPES: Momentary SPOT, HBL 1557 1251 1257-1 1995 BID/PERMIT SET WHEN USING RNC OR RAC IN EXPOSED ENVIRONMENTS IN ACCORDANCE WITH THE PROPERLY IDENTIFY ALL TERMINAL BLOCKS AND WIRE TERMINALS FOR CONTROL NEC AND EXPANSION/CONTRACTION PROPERTIES OF RNC OR RAC. WIRING WITH VINYL STICK-ON MARKERS OR EQUIVALENT. PROVIDE ENGINEER WITH WIRE CABLE TRAY: A CABLE TRAY MANUFACTURED FROM METAL WIRE WELDED AT Center-OfSwitch A LIST OF PROPOSED IDENTIFYING NUMBERS FOR REVIEW PRIOR TO INSTALLING ALL INTERSECTIONS AND IS FORMED TO PROVIDE A CHANNEL FOR THE CABLES. INSTALL A PULL WIRE IN EACH EMPTY RACEWAY THAT IS LEFT FOR INSTALLATION OF MARKERS. EMERGENCY SHUNT RELAY OR AUTOMATIC LOAD CONTROL RELAY: UL LISTED TO 04/05/2017 • CONDUCTORS OR CABLES UNDER OTHER DIVISIONS OR CONTRACTS. USE 3. UNDER-FLOOR SUPPORTS (FOR USE UNDER RAISED ACCESS FLOORS): STANDARD 924 AS EMERGENCY LIGHTING AND POWER INTEGRAL TO THE STRUCTURAL ELEMENTS OF A RAISED ACCESS FLOOR EQUIPMENT. CONNECT .`. '.- .... POLYPROPYLENE OR MONOFILAMENT PLASTIC LINE WITH NOT LESS THAN 200-LB PROVIDE AN EQUIPMENT-GROUNDING CONDUCTOR, OR BONDING JUMPER, AS EMERGENCY SHUNT RELAY IN PARALLEL WITH A WALL SWITCH. LOSS OF NORMAL Project ID: PORTLAND MANUFACTURED BY SNAKETRAY; SNAKECANYON SERIES TRAY TENSILE STRENGTH. LEAVE AT LEAST 24 INCHES OF SLACK AT EACH END OF PULL APPLICABLE, IN ALL FEEDERS AND BRANCH CIRCUITS, SIZED IN ACCORDANCE WITH OR APPROVED EQUIVALENT. POWER SHALL CAUSE RELAY TO AUTOMATICALLY SHUNT EMERGENCY POWER TO Drawn HEI WIRE. NFPA 70 TABLES 250.66 OR 250.122, AS APPLICABLE, UNLESS INDICATED AS LARGER LIGHTING CIRCUIT REGARDLESS OF WALL SWITCH POSITION. EMERGENCY LIGHTING ON THE DRAWINGS. CIRCUIT SHALL CONTINUE TO OPERATE AT FULL POWER UNTIL NORMAL POWER HAS Review By: HEI MAKE ALL JOINTS AND CONNECTIONS IN A MANNER THAT WILL ENSURE MECHANICAL 1613 JUNCTION BOXES. PULL BOXES. CABINETS AND WIREWAYS BEEN RESTORED. PROVIDE A TWO-GANG JUNCTION BOX WITH SEPARATION BARRIER Plot STRENGTH AND ELECTRICAL CONTINUITY. WIRING SHALL HAVE INSULATION OF THE PROPER COLOR TO MATCH COLOR CODE AND PLASTER RING FOR THE EMERGENCY SHUNT RELAY, AND INSTALL IT ADJACENT 04/05/2017 SYSTEM IN THE TABLE BELOW UNLESS THERE IS A COLOR SYSTEM CURRENTLY IN PROVIDE JUNCTION BOXES, PULL BOXES, CABINETS AND WIREWAYS WHEREVER TO ITS ASSOCIATED LIGHT SWITCH. PROVIDE LIGHTING CONTROLS AND DESIGN Date. USE BY THE FACILITY, IN WHICH CASE THE COLORS ARE TO MATCH THE EXISTING NECESSARY FOR PROPER INSTALLATION OF VARIOUS ELECTRICAL SYSTEMS MODEL GR2001 E/S, EMERGENCY SHUNT RELAY, OR EQUIVALENT BY BODINE . Sheet Title: 163 BUSHINGS AND LOCKNUTS SYSTEM. IN LARGER SIZES, WHERE PROPERLY COLORED INSULATION IS NOT ACCORDING TO NFPA 70 AND WHERE INDICATED ON THE DRAWINGS. SIZE AS AVAILABLE, USE VINYL PLASTIC ELECTRICAL TAPE OF THE APPROPRIATE COLOR REQUIRED FOR THE SPECIFIC FUNCTION OR AS REQUIRED BY NFPA 70, WHICHEVER 16B SWITCH AND OUTLET COVER PLATES ELECTRICAL RIGIDLY TERMINATE CONDUITS ENTERING SHEET METAL ENCLOSURES TO THE AROUND EACH CONDUCTOR AT ALL TERMINATION POINTS, JUNCTION AND PULL IS LARGER. CONSTRUCTION SHALL BE OF A NEMA DESIGN SUITABLE FOR THE SWITCH AND OUTLET PLATES: SATIN STAINLESS STEEL; BY THE SAME ENCLOSURE WITH A BUSHING AND LOCKNUTCONDION THE INSIDE AND A LOCKNUTSUREOR AN BOXES. ENVIRONMENT INSTALLED. MANUFACTURER AS THE WIRING DEVICES, WHEREVER POSSIBLE. VERIFY DESIRED SPECIFICATIONS APPROVED HUB ON THE OUTSIDE. CONDUIT SHALL ENTER THE ENCLOSURE SQUARELY. SYSTEM VOLTAGE JUNCTION BOXES INSTALLED BEHIND WALL CASES, AND IN OR ON OTHER STORE MATERIALS AND COLORS WITH ENGINEER BEFORE INSTALLATION. SWITCH PLATESIN UNFINISHED ROOMS AND SPACES: STAMPED STEEL, CADMIUM PLATED. INSTALL REFERENCE ONL Y PROVIDE BUSHINGS AND LOCKNUTS MADE OF GALVANIZED MALLEABLE IRON WITH 240V AND UNDER, INCLUDES - 208Y 120, 120/240, 120/208, 240E 120 SYSTEMS FIXTURES, THCEPT WHERE OTHERWISE SPECIFIED, SHALL BE 4-INCH SQUARE OR GROUPS OF SWITCHES UNDER ONE GANGED-PLATE, USUALLY HORIZONTALLY; OR, ?JOT APPROVED WITH THIS PERMI ,,, ,,, ,,, ,,, ,,,, / / LARGER, WITH GALVANIZED COVERS. WHERE REQUIRED BY DETAILS, VERTICALLY. SET ALL COVER PLATES PLUMB, Sheet No.: ' SHARP, CLEAN-CUT THREADS. PHASE A - BLACK PARALLEL, AND FINISHED FLUSH WITH THE WALL. PHASE B - RED HORIZONTALLY MOUNT JUNCTION BOXES UNDER CENTER FIXTURES (AND CASES), WHERE EMT ENTERS A BOX, PROVIDE APPROVED EMT COMPRESSION CONNECTORS. PHASE C - BLUE HANDY BOXES OR 4-INCH SQUARE BOXES WITH TOPS OF BOXES NOT MORE THAN 3- 168 WEATHERPROOF COVER PLATES ii]lit �� NEUTRAL - WHITE 1/2 INCHES ABOVE THE FLOOR. SIZE JUNCTION BOXES TO ADEQUATELY CONTAINEQUIPMENT GROUND GREEN ALL REQUIRED CONDUCTORS AND SPLICES.ISOLATED GROUND - GREEN W/YELLOW STRIPE. PROVIDE GFCIRECEPTACLES FOR DESIGNATED WEATHERPROOF RECEPTACLES, .44:::1 UNLESS INDICATED OTHERWISE ON THE DRAWINGS. ..... 168 CONNECTION TO SERVING UTILITIES 16B TELEPHONE SYSTEM PROVISIONSri.4 16B FRACTIONAL HORSEPOWER MANUAL MOTOR STARTERS 16B EMERGENCY LIGHTING UNITS AND EXIT SIGNS PROVIDE RACEWAYS, TERMINATIONS, METERING PROVISIONS, AND MISCELLANEOUS PROVIDE INCOMING TELEPHONE SERVICE RACEWAYS AS INDICATED ON DRAWINGS G30RJ 1&SSTRAJA ARCHITECTS - - EQUIPMENT, AS REQUIRED, FOR ELECTRICAL AND TELEPHONE SERVICES FOR FRACTIONAL HORSEPOWER MANUAL MOTOR STARTERS SHALL BE: DESCRIPTION: SELF-CONTAINED UNITS COMPLYING WITH UL 924. OR AS REQUIRED BY THE SERVING TELEPHONE COMPANY. PROVIDE 3/4-INCH THICK CONNECTION BY THE SERVING UTILITY IN STRICT COMPLIANCE WITH THE PLYWOOD BOARD, FIRE-RETARDANT-TREATED AND STAMPED FRT, SECURELY ''` REQUIREMENTS OF ALL APPLICABLE CODES AND OF THE SERVING UTILITY SQUARE D CLASS 2510, TYPE F ANCHORED TO THE WALL, AT THE LOCATION AND OF THE SIZE AS INDICATED ON THE GENERAL ELECTRIC CR101 BATTERY: SEALED, MAINTENANCE-FREE, LEAD-ACID TYPE. THE BATTERIES SHALL BE INVOLVED. VERIFY ALL SERVICE TERMINATIONS AND CONNECTION POINTS IN THE SIEMENS MSF SERIES OF SUITABLE RATING AND CAPACITY TO SUPPLY AND MAINTAIN AT NOT LESS THAN DRAWINGS. PROVIDE FLUSH MOUNTED TELEPHONE OUTLET BOXES WITH 1-INCH FIELD AND WORK IN CONJUNCTION WITH THE UTILITY INVOLVED IN THE WESTINGHOUSE MST SERIES 87 1/ 2 PERCENT OF THE NOMINAL BATTERY VOLTAGE FOR THE TOTAL LAMP LOAD EMT STUB-UP CONCEALED TO ACCESSIBLE CEILING SPACE AT LOCATIONS AS 729 Heinz Avenue, Suite 1 INSTALLATION OF ALL SERVICES. PROVIDE ALL MATERIALS AND EQUIPMENT CUTLER HAMMER 9101 SERIES ASSOCIATED WITH THE UNIT FOR A PERIOD OF AT LEAST 1 1/ 2 HOURS, OR THE UNIT INDICATED ON THE DRAWINGS. REQUIRED FOR COMPLETE UTILITY CONNECTION BUT NOT FURNISHED BY THE EQUIPMENT SHALL SUPPLY AND MAINTAIN NOT LESS THAN 60 PERCENT OF THE Berkeley, CA 94710 SERVING UTILITY. NOTIFY THE UTILITY COMPANIES INVOLVED WITHIN TWO WEEKS MANUAL MOTOR STARTERS FOR FRACTIONAL HORSEPOWER SINGLE PHASE INITIAL EMERGENCY ILLUMINATION FOR A PERIOD OF AT LEAST 1 1/ 2 HOURS. 16B DATA SYSTEM PROVISIONS 510 / 848-0895 AFTER NOTICE TO PROCEED, OF ALL REQUIRED INFORMATION NECESSARY FOR THE MOTORS SHALL CONSIST OF A MANUALLY OPERATED TOGGLE SWITCH EQUIPPED FAX 510 / 848-0897 UTILITY TO SUPPLY THE PROJECT WITHOUT DELAY. PAY ALL CHARGES OF THE WITH MELTING ALLOY TYPE OVERLOAD RELAY. THERMAL UNIT SHALL BE OF ONE CHARGER: FULLY AUTOMATIC, SOLID-STATE TYPE WITH SEALED TRANSFER RELAY. PROVIDE FLUSH MOUNTED DATA OUTLET BOXES WITH 1-INCH CONDUIT STUB-UP SERVING UTILITY FOR THE ELECTRICAL SERVICE(S). PIECE CONSTRUCTION AND INTERCHANGEABLE. STARTER SHALL BE INOPERATIVE CONCEALED TO ACCESSIBLE CEILING SPACE AT LOCATIONS AS INDICATED ON THE IF THERMAL UNIT IS REMOVED. PROVIDE FLUSH MOUNTED UNITS IN FINISHED AREAS OPERATION: RELAY AUTOMATICALLY TURNS LAMP ON WHEN POWER SUPPLY DRAWINGS. "` .. "` "` .. 16B GROUNDING AND SURFACE MOUNTED UNITS IN UNFINISHED AREAS. STARTERS SHALL HAVE CIRCUIT VOLTAGE DROPS TO 80 PERCENT OF NOMINAL VOLTAGE OR BELOW. LAMP Project: NEMA I GENERAL PURPOSE ENCLOSURE, UNLESS OTHERWISE INDICATED, AND BE AUTOMATICALLY DISCONNECTS FROM BATTERY WHEN VOLTAGE APPROACHES 168 MISCELLANEOUS EQUIPMENT AND CONNECTIONS 0 PERMANENTLY AND EFFECTIVELY GROUND AND BOND THE ELECTRICAL RATED FOR THE MOTOR HORSEPOWER REQUIRED. DEEP-DISCHARGE LEVEL. WHEN NORMAL VOLTAGE IS RESTORED, RELAY Cc INSTALLATION IN A THOROUGH AND EFFICIENT MANNER, AND IN CONFORMANCE, AT DISCONNECTS LAMPS FROM BATTERY, AND BATTERY IS AUTOMATICALLY ALL WIRING AND CONNECTIONS TO ILLUMINATED CASES. A MINIMUM, WITH NFPA 70, OR THESE DOCUMENTS, WHERE THEY EXCEED CODE PROVIDE MANUAL MOTOR STARTERS WITH AN INTEGRAL PILOT LIGHT. RECHARGED AND FLOATED ON CHARGER. Ill REQUIREMENTS. USE BARE OR INSULATED CONDUCTORS, AS SPECIFIED HEREIN, ALL RACEWAYS, AND ALL WIRING AND CONNECTIONS OF DEVICES TO ENERGY ICC AND OTHER MATERIALS INDICATED ON THE DRAWINGS. 168 MANUAL MOTOR STARTERS TEST PUSH BUTTON; PUSH-TO-TEST TYPE, IN UNIT HOUSING, SIMULATES LOSS OF MANAGEMENT SYSTEM THAT ARE NOT THE RESPONSIBILITY OF DIVISION 15. NORMAL POWER AND DEMONSTRATES UNIT OPERABILITY. p Q MOTOR STARTING SWITCHES SHALL BE: ALL WIRING AND CONNECTIONS OF EXIT DOOR ALARMS. D 16B POWER DISTRIBUTION PANELBOARDS - CIRCUIT BREAKER. 1200A BUS OR LED INDICATOR LIGHT: INDICATES NORMAL POWER ON. NORMAL GLOW INDICATES I �-�y in N SMALLER SQUARE D CLASS 2510, TYPE M TRICKLE CHARGE; BRIGHT GLOW INDICATES CHARGING AT END OF DISCHARGE t% N PANELBOARDS: SQUARE D TYPE I-LINE, SIEMENS TYPES S4 OR S5, CUTLER-HAMMER GENERAL ELECTRIC CR1062 CYCLE. PAPOW D5: IN 4, GENERAL ELECTRICTYPESCCBORFRONTSIEMENS MS SERIES 168 EXISTING FIRE ALARM SYSTEM MODIFICATIONS r ! 11 = I� TYPE POW-R-LINE OR GE ER L AV-1; DEAD WESTINGHOUSE MST SERIES WIRE GUARD: HEAVY-CHROME-PLATED WIRE GUARD PROTECTS LAMP HEADS OR {•� I Z DISTRIBUTION PANELBOARDS WITH NUMBER AND SIZES OF CIRCUIT BREAKERS AS CUTLER HAMMER 9115 OR A302 SERIES FIXTURES. PROVIDE NEW EQUIPMENT, COMPATIBLE WITH, AND CONNECTED TO, THE EXISTING Z INDICATED ON THE DRAWINGS; WHERE INSTALLED AS SERVICE ENTRANCE FIRE ALARM CONTROL SYSTEM. MODIFY IN ACCORDANCE WITH NFPA 72 AS 0 = EQUIPMENT, PERMANENTLY LABEL AS SUITABLE FOR USE AS SERVICE ENTRANCE MANUAL MOTOR STARTERS SHALL CONSIST OF A MANUALLY OPERATED SWITCH REMOTE TEST: SWITCH IN HAND-HELD REMOTE DEVICE AIMED IN DIRECTION OF APPLICABLE AND WITH THE AHJ. IM 0 EQUIPMENT; FULLY-]RATED FOR THE AVAILABLE FAULT CURRENT INDICATED ON THE EQUIPPED WITH MELTING ALLOY TYPE THERMAL OVERLOAD RELAYS. THERMAL UNIT TESTED UNIT INITIATES CODED INFRARED SIGNAL. SIGNAL RECEPTION BY FACTORY- 1. PROVIDE ALL REQUIRED INITIATING DEVICES, NOTIFICATION APPLIANCES, AUXILLARY eg (.9 r` DRAWINGS, UNLESS SERIES RATING IS INDICATED; HINGED, LOCKABLE FRONT DOOR SHALL BE OF ONE PIECE CONSTRUCTION AND INTERCHANGEABLE. STARTER SHALL INSTALLED INFRARED RECEIVER IN TESTED UNIT TRIGGERS SIMULATION OF LOSS OF DEVICES AND INTERCONNECTING CIRCUITS. Z I 0 THAT COVERS THE CIRCUIT BREAKER HANDLES. CIRCUIT BREAKERS: QUICK-MAKE, BE INOPERATIVE IF THERMAL UNIT IS REMOVED. PROVIDE FLUSH MOUNTED UNITS IN ITS NORMAL POWER SUPPLY, PROVIDING VISUAL CONFIRMATION OF EITHER PROPERCIO CC QUICK-BREAK, INDICATING TYPE; ENGRAVED NAMEPLATES FOR CIRCUIT FINISHED AREAS AND SURFACE MOUNTED UNITS IN UNFINISHED AREAS. STARTERS OR FAILED EMERGENCY RESPONSE. 2. PROVIDE ADDITIONAL AUXILLARY PANELS AS REQUIRED TO POWER NEW EQUIPMENT I( Z IDENTIFICATION OF EACH CIRCUIT BREAKER. PROVIDE A TYPEWRITTEN CARD SHALL HAVE NEMA I GENERAL PURPOSE ENCLOSURE, UNLESS OTHERWISE FOR SCOPE OF WORK. I LLI DIRECTORY INDICATING EXACTLY WHAT EACH CIRCUIT BREAKER CONTROLS ON THE INDICATED, AND BE RATED FOR THE MOTOR HORSEPOWER REQUIRED. INTEGRAL SELF-TEST: FACTORY-INSTALLED ELECTRONIC DEVICE AUTOMATICALLY V) < INSIDE FACE OF THE DOOR FOR CIRCUIT IDENTIFICATION. INITIATES CODE-REQUIRED TEST OF UNIT EMERGENCY OPERATION AT REQUIRED 3. SEQUENCE OF OPERATIONS SHALL MATCH THAT OF THE EXISTING SYSTEM. j- 0- Q Q J PROVIDE MANUAL MOTOR STARTERS WITH AN INTEGRAL PILOT LIGHT. INTERVALS. TEST FAILURE IS ANNUNCIATED BY AN INTEGRAL AUDIBLE ALARM AND a" H 16B LIGHTING AND APPLIANCE PANELBOARDS FLASHING RED LED. 4. ALL WIRING AND CABLE SHALL MATCH THAT OF THE EXISTING SYSTEM AND BE IN 16B MOTOR STARTING SWITCHES ACCORDANCE WITH APPLICABLE CODES. PANELBOARDS: SQUARE D TYPE NC/OD OR NF, AS APPLICABLE, BASED ON VOLTAGE Prim 1 Q AND AMPERE RATINGS AND REQUIRED SHORT-CIRCUIT INTERRUPTING RATINGS AS MOTOR STARTING SWITCHES SHALL BE: 16B LAMPS 5. CONTRACTOR SHALL INSTALL, PROGRAM AND TEST ALL NEW/EXISTING EQUIPMENT SCHEDULED ON THE DRAWINGS, OR APPROVED EQUAL BY SIEMENS, CUTLER TO ENSURE SYSTEM FUNCTIONALITY PER NFPA 72 REQUIREMENTS FOR THE SCOPE HAMMER, OR GENERAL ELECTRIC; COMPLETE WITH BOLT-ON THERMAL MAGNETIC, SQUARE D CLASS 2510, TYPE K PROVIDE LAMPS AS INDICATED ON THE DRAWINGS FOR ALL LIGHT FIXTURES; OR, IF OF WORK. I MOLDED CASE CIRCUIT BREAKERS ASSEMBLED IN A DEAD-FRONT FINISHED CABINET GENERAL ELECTRIC TC2000 SERIES NOT INDICATED. AS RECOMMENDED BY THE LIGHT FIXTURE MANUFACTURER. IN ALL LI) CONTAINING A TYPEWRITTEN CARD DIRECTORY INDICATING EXACTLY WHAT EACH SIEMENS MS SERIES CASES, LAMPS SHALL BE COMPATIBLE WITH THE SPECIFIED LIGHT FIXTURE. CO CIRCUIT BREAKER CONTROLS; FULLY-RATED AND WITH THE INTEGRATED SHORT WESTINGHOUSE MST SERIES ACCEPTABLE LAMP MANUFACTURERS: GENERAL ELECTRIC, OSRAM/SYLVANIA, I CIRCUIT CURRENT RATINGS INDICATED ON THE DRAWINGS. PLUG-IN TYPE CUTLER HAMMER 9115 SERIES PHILIPS, OR VENTURE. 1.0 BREAKERS WILL NOT BE ACCEPTABLE. ALL TWO AND THREE POLE BREAKERS: 0') COMMON TRIP TYPE. BREAKERS USED AS SWITCHES FOR 120V OR 277V LIGHTING MOTOR STARTING SWITCHES SHALL CONSIST OF A TOGGLE OPERATED TWO OR ALL FLUORESCENT LAMPS SHALL BE MINIMUM OF•3500 DEGREES K, WITH A MINIMUM ----------- CIRCUITS: ••- -•• ••• -•• •••- CIRCUITS: APPROVED FOR THE PURPOSE AND MARKED "SWD". BREAKERS USED FOR THREE POLE SWITCH. CONTACTS SHALL BE DOUBLE BREAK SILVER ALLOY, VISIBLE COLOR-RENDERING INDEX OF 70, UNLESS NOTED OR DIRECTED OTHERWISE. ALL Consultants: THE PROTECTION OF HVAC AND REFRIGERATION EQUIPMENT: HACR TYPE. FROM BOTH SIDES OF THE SWITCH AND SHALL HAVE A DIRECT LINKAGE TO THE FLUORESCENT LAMPS IN SALES AREAS SHALL BE 3000 DEGREES K WITH A COLOR- OPERATOR FOR POSITIVE BREAK. PROVIDE FLUSH MOUNTED UNITS IN FINISHED RENDERING INDEX OF 80. STRUCTURAL ENGINEER AREAS AND SURFACE MOUNTED UNITS IN UNFINISHED AREAS. STARTERS SHALL WHEN THERE IS NOT ENOUGH ROOM IN THE EQUIPMENT TO SHOW ALL THE HAVE NEMA I GENERAL PURPOSE ENCLOSURE, UNLESS OTHERWISE INDICATED, AND ALL METAL HALIDE LAMPS IN SALES AREAS SHALL BE COATED, 3000 DEGREES K Murphy Burr Curry, Inc. LEGITIMATE SERIES RATED COMBINATIONS, REFERENCE A BULLETIN SUPPLIED WITH BE RATED FOR THE MOTOR HORSEPOWER REQUIRED. WITH A COLOR-RENDERING INDEX OF 70. 85 Second Street THE PANELBOARD, PER UL 67. San Francisco, CA 94105 PROVIDE HANDLE GUARD WITH LOCKING PROVISIONS. INCANDESCENT LAMPS: TYPE AND WATTAGE AS SHOWN ON THE DRAWINGS; RATED TEL: 415.546.0431 SERIES RATINGS SHALL COVER ALL TRIP RATINGS OF INSTALLED FRAMES. 130V UNLESS OTHERWISE SCHEDULED OR SPECIFIED. - 16B DISCONNECT (SAFETY) SWITCHES 168 LIGHT FIXTURES. LAMPS AND BALLASTS 168 BALLASTS DISCONNECT (SAFETY) SWITCHES: SQUARE D, SIEMENS, CUTLER HAMMER, OR 166 LIGHT FIXTURE LOCATIONS FLUORESCENT BALLASTS: LOW HEAT TYPE; THERMALLY PROTECTED AGAINST _ GENERAL ELECTRIC FUSED OR NON-FUSED (AS INDICATED ON DRAWINGS OR OVERHEATING; ETL-CBM, CLASS P TO MEET ALL REQUIREMENTS OF SECTION 410-73 REQUIRED) NEMA KS1, HEAVY DUTY, EXTERNALLY OPERATED, VISIBLE-BLADE LIGHT FIXTURES SHOWN ON THE ELECTRICAL DRAWINGS REPRESENT GENERAL (E) OF THE NFPA 70 AS A MINIMUM; COMPLY WITH THE NATIONAL BALLAST ENERGY SAFETY SWITCHES; NEMA ENCLOSURE TYPE INDICATED ON THE DRAWINGS OR ARRANGEMENTS ONLY. REFER TO ARCHITECTURAL DRAWINGS FOR MORE EXACT LAW; 90-PERCENT POWER FACTOR OR GREATER; SOUND LEVELS NOT EXCEEDING SUITABLE FOR THE ENVIRONMENT IN WHICH INSTALLED. BASED ON FUSIBLE SWITCH LOCATIONS. COORDINATE LOCATION WITH ALL OTHER TRADES BEFORE CLASS A AMBIENT NOISE LEVELS. BALLASTS IN INDOOR LOCATIONS SHALL HAVE AND FUSE SIZES INDICATED, INCLUDE CLASS R, J, OR L FUSE PROVISIONS AS INSTALLATION TO AVOID CONFLICTS. COORDINATE LIGHT FIXTURE LOCATIONS IN DISCONNECTING MEANS EITHER INTERNAL OR EXTERNAL TO THE LUMINAIRE. APPLICABLE. MECHANICAL ROOMS WITH FINAL INSTALLED PIPING AND DUCTWORK LAYOUTS. HENDERSON INDOOR FLUORESCENT BALLASTS: ELECTRONIC TYPE SUITABLE FOR OPERATION OF WHERE INDICATED, PROVIDE FUSIBLE SWITCHES PERMANENTLY LABELED AS 168 LIGHT FIXTURES T8 LAMPS; TOTAL HARMONIC DISTORTION LESS THAN 20 PERCENT; FREQUENCY OF ENGINEERS_ SUITABLE FOR USE AS SERVICE ENTRANCE EQUIPMENT, WITH INTEGRAL AND OPERATION OF 20 KHZ OR GREATER WITH NO VISIBLE FLICKER; LINE TRANSIENT SEPARATE NEUTRAL AND GROUND ASSEMBLIES, SUITABLE FOR THE SIZES OF PROVIDE LIGHT FIXTURES AS SCHEDULED ON DRAWINGS, INCLUDING ALL LAMPS, WITHSTAND RATINGS AS DEFINED IN ANSI/IEEE C62.41, CATEGORY A; CONDUCTORS INDICATED. DO NOT DOUBLE-LUG ANY TERMINATIONS NOT ALL NECESSARY ACCESSORIES, MATERIAL AND LABOR TO SECURELY HANG, CLEAN, MANUFACTURERS: ADVANCE REL/VEL SERIES OR APPROVED EQUAL BY MAGNETEK, 150 WEST36K STREET,FLOOR 4 SPECIFICALLY LISTED AS SUITABLE FOR MORE THAN ONE CONDUCTOR. AND MAKE LIGHT FIXTURES COMPLETELY READY FOR USE. LIGHT FIXTURE MODEL MOTOROLA, OR OSRAM. NEW YORK,NY 10018 NUMBERS SCHEDULED ON THE DRAWINGS SHOW ONLY THE MANUFACTURER, TB.2124138400 FAX 2124138401 PROVIDE SWITCHES WHERE NOT FURNISHED WITH THE STARTING EQUIPMENT, AT GRADE AND STYLE OF LIGHT FIXTURES REQUIRED. PROVIDE: ALL HANGERS, COMPACT FLUORESCENT BALLASTS: SHALL BE THERMALLY PROTECTED AGAINST www.hei-ens.com ALL OTHER POINTS REQUIRED BY NFPA 70, AND WHERE INDICATED ON THE SUPPORTS, AND MISCELLANEOUS HARDWARE REQUIRED TO INSTALL LIGHT OVERHEATING; SHALL BE CLASS P; SHALL HAVE A MINIMUM 90 PERCENT POWER 1650004180 DRAWINGS. FIXTURES; PROPER TRIM TO FIT EACH CEILING CONDITION ACTUALLY FACTOR; SOUND LEVELS SHALL NOT EXCEED CLASS A AMBIENT NOISE LEVELS; AND ENCOUNTERED; ADDITIONAL TIE WIRES CONNECTED TO STRUCTURE TO CONFORM SHALL BE LOW HEAT TYPE. ALL BALLASTS SHALL BE BY ADVANCE. BALLASTS FOR TO SEISMIC REQUIREMENTS WHERE REQUIRED BY THE APPLICABLE BUILDING CODE. 36W THRU 55W LAMPS SHALL BE MARK V ELECTRONIC TYPE. 16B FUSES PACKAGING OF LIGHT FIXTURES WILL NOT BE ALLOWED. ONLY THOSE LUMINARES EMERGENCY FLUORESCENT BALLASTS: SHALL BE BODINE B50 OR IOTA 1-232 FOR AND SET OF FUSE THE WORK WITH LISTED IN THE LIGHT FIXTURE SCHEDULE, OR APPROVED IN ACCORDANCE WITH FOUR-FOOT FLUORESCENT LAMPS; SHALL BE BODINE 1330 OR IOTA 1-160 FOR EIGHT- PROVIDEPROVEACH CIRCUIT AND SHAWMUT, OR LITTLEFUSE CLIPSFTHROUGHOUTSES, SES AND TYPES AS SUBSTITUTIONS OF THESE SPECIFICATIONS, WILL BE ACCEPTED. WHERE THE LIGHT FOOT FLUORESCENT LAMPS; OR AS NOTED ON THE FIXTURE SCHEDULE OR REQUIRED OR INDICATED. ALL ORFU LI LARGER THAN 600A:IZUL CLASS L, SIMILAR TO FIXTURE SCHEDULE INDICATES AN ALLOWANCE FOR A SPECIFIC LIGHT FIXTURE, THE ELSEWHERE ON THE DRAWINGS. TYPE KRP-C BUSSMANN LOW PEAK OR EQUAL. FUSES USED TO PROTECT MOTORS: PRICE IS A CONTPRICE. INCLUDE ALL ADDITIONAL COSTS FOR FREIGHT, UL CLASS RK5, BUSSMANN FUSETRON OR EQUAL. FUSES USED TO PROTECT ALL LAMPS, AND INSTARACTOR LLATION OF LIGHT FIXTURE AND LAMPS. 16B DIMMABLE LIGHT FIXTURES OTHER ELECTRICAL EQUIPMENT: UL CLASS RK1, DUAL ELEMENT, BUSSMANN LPN OR EQUAL. ALL FUSED DEVICES SHALL BE LABELED AS TO TYPE AND SIZE INSTALL FLUORESCENT LIGHT FIXTURES HUNG IN CONTINUOUS ROWS ON CHANNEL LPS/LPN STRUTS SPECIFICALLY DESIGNED FOR THIS PURPOSE. FOR DIMMABLE LIGHT FIXTURES PROVIDE BOTH CONTROL AND POWER WIRING OF FUSE REQUIRED. BETWEEN LIGHT FIXTURE AND CONTROL DEVICE AND BETWEEN LIGHT FIXTURES. FURNISH THREE SPARE FUSES OF EACH SIZE AND TYPE USED ON THE PROJECT SURFACE-MOUNT ALL FLUORESCENT LIGHT FIXTURES LOCATED IN AREAS WITH A QUANTITY OF LOW VOLTAGE AND LINE VOLTAGE WIRING AND WIRE TYPE SHALL BE CEILING BUT WITHOUT SUSPENDED CEILINGS UNLESS OTHERWISE INDICATED ON PER MANUFACTURER'S RECOMMENDATIONS. COORDINATE LIGHT FIXTURE AND (EXCEPT FOR MAIN SWITCH FUSES, FURNISH ONE SPARE), NEATLY CONTAINED IN A THE DRAWINGS. PROVIDE RIGID METAL SPACERS FINISHED IN WHITE ENAMEL CONTROL DEVICE DIMMING TYPES FOR COMPATIBILITY. PROPERLY LABELED CABINET. BETWEEN THE TOP OF EACH LIGHT FIXTURE AND THE CEILING ABOVE TO MAINTAIN A 1-1/2-INCH SPACE. SPACERS SHALL BE APPROVED BEFORE INSTALLATION. THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF 168 MISCELLANEOUS ELECTRICAL, PRELIMINARY SUBMITTAL INSTALL ALL FLUORESCENT LIGHT FIXTURES LOCATED IN AREAS WITHOUT CEILINGS 168 DRY-TYPE TRANSFORMERS IMMEDIATELY BELOW THE ROOF-FRAMING MEMBERS, OR SUSPENDED FROM CHAIN 16B WIRING OF MECHANICAL EQUIPMENT CRAIG R. LANHAM HANGERS SUITABLE IN LENGTH TO PROVIDE THE INDICATED MOUNTING HEIGHT. LICENSE # 17547PE TRANSFORMERS: GENERAL PURPOSE, UL-LISTED/LABELED. COMPLY WITH NEMA ST- HANGERS: "HYDEE" HANGER TYPE FOR OUTLET BOX MOUNTING, COMPLETE WITH PROVIDE ALL RACEWAYS AND POWER WIRING FOR ALL DIVISION 15 EQUIPMENT IT IS NOT TO BE USED FOR 020 STANDARDS. GROUNDING RECEPTACLE, PLUG, 3-WIRE CORD AND NECESSARY CHAIN. REQUIRING ELECTRICAL CONNECTIONS, INCLUDING, BUT NOT LIMITED TO, PUMPS, CONSTRUCTION ' WATER HEATERS, AND HVAC EQUIPMENT, AND ALL LINE-VOLTAGE CONTROL AND INSULATION CLASS: FOR THREE PHASE TRANSFORMERS LESS THAN 15 KVA AND ALL THROUGH WIRING OF RECESSED LIGHT FIXTURES, IN SUSPENDED CEILINGS, IS NOT INTERLOCK WIRING NOT PROVIDED UNDER DIVISION 15. CONNECT PER PURPOSES. SINGLE PHASE - 185 DEGREES C, UL-COMPONENT-RECOGNIZED INSULATION PERMITTED. CONNECT EACH LIGHT FIXTURE BY A WHIP TO A JUNCTION BOX. MANUFACTURERS' WIRING DIAGRAMS. COORDINATE WITH DIVISION 15 FOR SYSTEM WITH A MAXIMUM OF 115 DEGREE C RISE ABOVE A 40 DEGREE C AMBIENT PROVIDE CABLE WHIPS OF SUFFICIENT LENGTHS TO ALLOW FOR RELOCATING EACH DISCONNECTS FURNISHED WITH EQUIPMENT, AND PROVIDE ALL DISCONNECT TEMPERATURE; FOR THREE PHASE TRANSFORMERS 15 KVA AND LARGER - 220 LIGHT FIXTURE WITHIN A 5-FOOT RADIUS OF ITS INSTALLED LOCATION, BUT NOT SWITCHES AS REQUIRED. AFTER INSTALLING WIRING, VERIFY THAT EACH MOTOR DEGREES C, UL-COMPONENT-RECOGNIZED INSULATION SYSTEM WITH A MAXIMUM EXCEEDING 6 FEET IN UNSUPPORTED LENGTHS. LOAD HAS THE CORRECT PHASE ROTATION. No. Date OF 150 DEGREE C RISE ABOVE A 40 DEGREE C AMBIENT TEMPERATURE. UL- COMPONENT-RECOGNIZED INSULATION SYSTEM REPLACES THE UL1446 INSULATION VERIFY THE ACTUAL "MAXIMUM OVERCURRENT PROTECTION" (MOCP) DEVICE "' "' ----- RATING "` "` ""RATING SYSTEM THAT USED LEI IERS. RATINGS AND "MINIMUM CIRCUIT AMPACITY" (MCA) CONDUCTOR SIZING FOR MECHANICAL EQUIPMENT FROM THE EQUIPMENT NAMEPLATE. BASE ELECTRICAL PHASES, VOLTAGES, AND SIZES: AS INDICATED ON THE DRAWINGS. INSTALLATIONS ON ACTUAL REQUIRED AMPERAGES, WHICH MAY VARY SOMEWHAT FROM THE CONDUCTOR AND EQUIPMENT SIZES SHOWN ON THE DRAWINGS; SOUND LEVEL: NOT EXCEEDING NEMA STANDARDS FOR THE SIZES INDICATED. HOWEVER, IN NO CASE, REDUCE THE SIZE OF CONDUCTORS INDICATED ON THE DRAWINGS WITHOUT AUTHORIZATION FROM THE ENGINEER. PROVIDE PROPERLY FULL-CAPACITY PRIMARY TAPS: BELOW 25 KVA -ONE 5 PERCENT TAP ABOVE AND SIZED ELECTRICAL WIRING AND EQUIPMENT WITHOUT EXTRA COST TO THE OWNER. ONE 5 PERCENT TAP BELOW; 25 KVA TO 500 KVA - SIX 2.5 PERCENT TAPS (2 ABOVE, 4 NOTIFY THE ENGINEER OF ALL CHANGES REQUIRED IN THE ELECTRICAL BELOW); ABOVE 500 KVA - FOUR 2.5 PERCENT (2 ABOVE, 2 BELOW). INSTALLATION DUE TO EQUIPMENT VARIANCES SO THAT THE EFFECTS ON FEEDERS, BRANCH CIRCUITS, PANELBOARDS, FUSES AND CIRCUIT BREAKERS CAN BE TRANSFORMER CORE AND COIL ASSEMBLIES: MOUNTED ON INTEGRAL VIBRATION- CHECKED PRIOR TO PURCHASING AND INSTALLATION. BE RESPONSIBLE FOR ABSORBING PADS. COORDINATING WITH DIVISION 15 TO VERIFY THE ACTUAL AMPACITIES AND ---------- CORRECT ... ... .,. ... ....CORRECT SIZES OF ALL CONDUCTORS AND OVERCURRENT PROTECTIVE DEVICES Issue Note: TRANSFORMERS 75 KVA AND LARGER SHALL BE FLOOR MOUNTED UNLESS FOR ALL EQUIPMENT, AND CORRECT OVERLOAD HEATERS FOR ALL MOTORS, WHEN INDICATED OTHERWISE. TRANSFORMERS 45 KVA AND SMALLER MAY BE WALL STARTERS ARE PROVIDED UNDER DIVISION 16. MOUNTED WHERE WALL CONSTRUCTION IS SUITABLE FOR THE LOAD. FLOOR BID/PERMIT SET MOUNTED TRANSFORMERS SHALL BE SECURELY BOLTED TO A 4 INCH HOUSE 163 WIRING OF THERMOSTATS. TIME AND TEMPERATURE CONTROLS KEEPING PAD WITH VIBRATION ISOLATION PADS. WALL MOUNTED OR SUSPENDED TRANSFORMERS SHALL HAVE A MEANS OF ISOLATING VIBRATION FROM THE PROVIDE ALL RACEWAYS, POWER WIRING, AND LINE-VOLTAGE CONTROL AND 04/05/2017 SUPPORT. INTERLOCK WIRING NOT PROVIDED UNDER DIVISION 15, FOR ALL THERMOSTATS, ... ... .. .. •,.• . TEMPERATURE CONTROL DEVICES, AND CONTROLS, INCLUDING, BUT NOT LIMITED Project ID: PORTLAND TRANSFORMERS UP THROUGH 1000 KVA SHALL BE MOUNTED ON ELASTOMERIC TO, NIGHT-STATS, WATER HEATER INTERLOCKS, TIME SWITCHES AND OVERRIDE Drawn VIBRATION ISOLATION PADS. PAD SHALL BE CONSTRUCTED OF NEOPRENE, RUBBER, TIMERS. SEE MECHANICAL DRAWINGS FOR LOCATIONS AND TEMPERATURE HEI GLASS FIBER, OR A COMBINATION THEREOF. PADS SHALL BE "RIBBED" OR CONTROL DIAGRAMS. LOW-VOLTAGE CONDUCTORS FOR THERMOSTATS AND By: "WAFFLED" IN TEXTURE. PADS SHALL BE SELECTED FOR SMALLEST DUROMETER TEMPERATURE CONTROL SYSTEM MAY BE RUN EXPOSED ABOVE FINISHED Review By: HEI (HARDNESS), PREFERABLY LESS THAN 50. DEFLECTION OF PAD SHALL BE .25" ACCESSIBLE CEILINGS, IF APPROVED AND LISTED FOR THIS PURPOSE, BUT SHALL BE Plot 04/05/2017 STATIC MINIMUM. STACK PADS UNTIL THE DESIRED DEFLECTION IS ACHIEVED. INSTALLED IN CONDUIT WITHIN WALLS AND WHERE EXPOSED IN THE WORK AREAS. Date: MAKE FINAL CONDUIT CONNECTIONS TO TRANSFORMERS WITH FLEXIBLE CONDUIT, Sheet Title: WITH AT LEAST 6 INCHES OF SLACK IN ALL DIRECTIONS. TRANSFORMER ENCLOSURES: FULLY ENCLOSED (EXCEPT FOR VENTILATION ELECTRICAL OPENINGS), NEMA 2, DRIP-PROOF, FABRICATED OF HEAVY GAUGE SHEET STEEL REFERENCE ONLY SPECIFICATIONS CONSTRUCTION NOT APPROVED WITH THIS PERMIT PROVIDE ENERGY-EFFICIENT TRANSFORMERS COMPLYING WITH NEMA TP-1, WHEN --------- TESTED IN ACCORDANCE WITH NEMA TP-2. Sheet No.: K-RATED TRANSFORMERS SHALL BE PROVIDED AS INDICATED ON THE DRAWINGS AND BE LISTED FOR 115 DEGREE C RISE. Fir MANUFACTURERS: SQUARE D, CUTLER HAMMER, GENERAL ELECTRIC, HAMMOND, A C 11) ACME OR SIEMENS i GORING&STHAJA ARCHITECTS Section 4: Requirements Checklist Plans reference page/section: 729 Heinz Avenue, Suite 1 13.Occu ant override,Automatic lighting shutoff operating on a time-of-dayscheduled basis incorporates an override switchingdevice Berkeley, CA 94710 to the following requirements,blank checkboxes identify requirements that the applicant has not acknowledged as being met, Checkmarks �/ P9 9 P 9 p COMcheck Software Version 4.0.5.4 identify requirements that the applicant acknowledges are met or excepted from compliance. 'Plans reference page/section'identifies where in that: 1)is readily accessible,2)is located so that a person using the device can see the lights or the area controlled by that switch,or 510 / 848 0895 rilflf L the planslspecs the requirement can be verified as being satisfied. so that the area being lit is annunciated, 3)is manually operated.4)allows the lighting to remain on for no more than 2 hours when an FAX 51 0 1 848-0897 override is initiated,and 5)controls an area not exceeding 2,000 square feet. Interior Lighting Compliance Lighting Wattage: Plans reference page/section: ✓ 1. Total proposed watts must be less than or equal to total allowed watts. Project: ----------- Certificate Allowed Wattage:2313 Proposed Wattage:2301 ✓ 14 Holiday scheduling.Automatic lighting shutoff operating on a time-of-day scheduled basis has an automatic holiday scheduling feature 0 Complies: YES that turns off all loads for at least 24 hours,then resumes the normally scheduled operation. cc Section 1: Project Information Mandatory Requirements: Plans reference page/section: 2. Exit signs. Internally illuminatedexit signs shallnotexceedwatts per side. LLI pie 5 ✓ 15.Exterior lighting controls. Lighting not designated for dusk-to-dawn operation shall be controlled by either a combination of a I CC Energy Code: 2014 Oregon Energy Efficiency Specialty Code photosensor and a time switch.or an astronomical time switch. Lighting designated for dusk-to-dawn operation shall be controlled by Project Title: Nespresso Plans reference page/section: 1 P an astronomical time switch or photosensor. Q Project Type:Alteration v 3. Daylight zone control.All daylight zones are provided with individual controls that control the lights independent of general area lighting jonii CO in the non-daylight zone. In all individual daylight zones larger than 350 sq.ft.,automatic daylight controls is provided.Automatic Plans reference page/section: Construction Site: Owner/Agent: Designer/Contractor: daylight sensing controls reduce the light output of the controlled luminaires at least 50 percent,and provide an automatic OFF control, I In N 16.Tandem wiring.The following luminaires located within the same area shall be tandem wired: 9585 SW Washington square Rd Farnoosh Kargarzadeh while maintaining a uniform level of illumination_Contiguous daylight zones adjacent to vertical fenestration may be controlled by a r N Portland, OR 97223 Henderson Engineers 1. Fluorescent luminaires equipped with one,three or odd-numbered lamp configurations,that are recess-mounted within 10 feet un (n❑ 9 single controlling device provided that they do not include zones facing more than two adjacent cardinal orientations(i.e., north,east, center-to-center of each other. 150 W 36th street floor 4 south,west). Daylight zones under skylights shall be controlled separately from daylight zones adjacent to vertical fenestration. 7 New York,NY 10018 2. Fluorescent luminaires equipped with one,three or any odd numbered lamp configuration,that are pendant-or surface-mounted Z 212 413 8400 ,/ Exception applies: Retail spaces adjacent to vertical glazing(retail spaces under overhead glazing are not exempt). within 1 foot edge-to-edge of each other. ti) O O $ cc www. Hei-eng com Exception(s): I Plans reference page/section: ! j Where electronic high-frequency ballasts are used. J co 0 1=4. Interior lighting controls.At least one local shutoff lighting control has beenprovided for every2,000 square feet of lit floor area and S" "' Section 2: Interior Lighting and Power Calculation �/ 9 9 9 9 q Luminaires on emergency circuits. ❑ each area enclosed by walls or floor-to-ceiling partitions.The required controls are located within the area served by the controls or are i A B C D a remote switch that identifies the lights served and indicates their status. ❑ Luminaires with no available pair in the same area. CIM CC I Area Category Floor Area Allowed Allowed Watts Plans reference page/section: Plans reference page/section: c C/) U= w z O (ft2) Watts!ft2 (B x C) ^ Q Sales Area(Retail:Sales Area)(Ceiling Height 0 ft.) 1057 1.5 1586 j 5. Sleeping unit controls. Master switch at entry to hotel/motel guest room. J 17.Medical task lighting or art/history display lighting claimed to be exempt from compliance has a control device independent of the control 7)W LI Q Q Allowance: Other retail highlighting/Fix. ID:Track lighting 1 150(a) 0.6 90(b) of the nonexempt lighting. Ci: (— Plans reference page/section: rY Allowance: Other retail highlighting/Fix. ID:Track lighting 2 130(a) 0.6 78(b) ts. Plans reference page/section: Storage(Common Space Types:Active Storage)(Ceiling Height 0 ft.) 348 0.63 219 ✓ 6. Egress lighting.Egress illumination is controlled by a combination of listed emergency relay and occupancy sensors to shut off during O Break Room(Common Space Types:Dining Area-Bar Lounge/Leisure)(Ceiling 109 1.31 143 periods that the building space served by the means of egress is unoccupied. j 18.Each dwelling unit in a building is metered separately. CI— Height 0 ft) Office(Common Space Types:Office-Enclosed)(Ceiling Height 0 ft.) 47 0.97 46 Plans reference page/section: Plans reference page/section: Restroom(Common Space Types:Restrooms)(Ceiling Height 0 ft) 185 0.82 152 ✓ 7. Additional controls.Each area that is required to have a manual control shall have additional controls that meet the requirements of Lr) Total Allowed Watts= 2313 Sections 505.2.2.1 and 505.2.2.2. Interior Lighting PASSES I' (a)Area claimed may exceed total floor area when Retail Merchandise Highlighting allowance(s)are specified. I Plans reference page/section: Section 5: Compliance Statement Ili (b) Allowance is(B x C)or the actual wattage of the fixtures given in Section 2,whichever is less. p ✓ 8. Light reduction controls. Each space required to have a manual control also allows for reducing the connected lighting load by at least ------------- Section 3: Interior Lighting Fixture Schedule 50 percent by either Compliance Statement: The proposed lighting design represented in this document is consistent with the building plans,specifications and Consultants: 1)controlling(dimming or multi-level switching)all luminaires;or other calculations submitted with this permit application.The proposed lighting system has been designed to meet the 2014 Oregon Energy 2)dual switching of alternate rows of luminaires,alternate luminaires,or alternate lamps; or A B C D E 3)switching the middle lamp luminaires independently of other lamps;or Efficiency Specialty Code requirements in COMcheck Version 4.0.5,4 and to comply with the mandatory requirements in the Requirements STRUCTURAL ENGINEER Fixture ID: Description!Lamp I Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) Checklist. 4)switching each luminaire or each lamp. Murphy Burr Curry, Inc. Fixture Fixtures Watt. c� p y Sales Area(Retail:Sales Area 1057 sq.ft.) Plans reference page/section: FARNOOSH KARGARZADEH ,l Y.k. 4/17/17 85 Second Street LED 10: L01.SP: Other: 1 64 10 640 Name-Title Signature Date San Francisco, CA 94105 LED 11: L01.FL:Other: 1 4 10 40 ✓ 9. Buildings larger than 2,000 square feet are equipped with an automatic control device to shut off lighting in those areas.This automatic g TEL: 41 5.546.0431 control device shall function on either: LED 12: F33L:Other: 1 4 44 176 1)a scheduled basis.using time-of-day,with an independent program schedule that controls the interior lighting in areas that do not LED 13: F15:Other: 1 3 48 144 exceed 10,000 square feet and are not more than one floor;or LED 14: F3: Other: 1 45 5 225 2)an occupant sensor that shall turn lighting off within 30 minutes of an occupant leaving a space;or Track lighting 1: L23:Wattage based on current limiting device capacity 0 0 0 360 3)a signal from another control or alarm system that indicates the area is unoccupied, Track lighting 2: L27:Wattage based on current limiting device capacity 0 0 0 240 Plans reference page/section: Storage(Common Space Types:Active Storage 348 sq.ft.) Linear Fluorescent 5:2X2 TROFFER:48"T8 32W:Electronic: 1 5 34 170 ❑ 10.Occupancy sensors in rooms that include daylight zones are required to have Manual ON activation. Break Room(Common Space Types:Dining Area-Bar Lounge/Leisure 109 sq.ft.) Plans reference page/section: Linear Fluorescent 6 2X2 TROFFER 48"T8 32W: Electronic: 1 2 34 68 H E N pi! E RSD N ✓ 11.An occupant sensor control device is installed that automatically turns lighting off within 30 minutes of all occupants leaving a space, Office(Common Space Types:Office-Enclosed 47 sq.ft.) rig j Linear Fluorescent 7. 2X2 TROFFER:48"T8 32W(Super T8): Electronic: 1 2 34 68 Plans reference page/section: E G N E E R S Restroom(Common Space Types:Restrooms 185 sq.ft.) ✓ 12.Additional controls.An occupant sensor control device that automatically turns lighting off within 30 minutes of all occupants leaving a Linear Fluorescent 8: 2X2 TROFFER:48"T8 32W.Electronic: 1 5 34 170 space or a locally activated switch that automatically turns lighting off within 30 minutes of being activated is installed in all storage and ISO WEST YORK S ,FLOOR 4 Total Proposed Watts= 2301 supply rooms up to 1000 square feet. NEW NYY 1 1 00019 TEL 212 4 i 3 8400 FAX 212 413 8401 www.hei-eng.com 1650004180 Project Title: Nespresso Report date: 04/17/17 Project Title: Nespresso Report date: 04/17/17 Project Title: Nespresso Report date: 04/17/17 Data filename: C:IUserslwaltnichols\Desktop\IECC.cck Page 1 of 3 Data filename: C:1Userslwaltnichols\DesktoplIECC.cck Page 2 of 3 Data filename: C:1Userslwaltnichols\DesktoplIECC.cck Page 3 of 3 ------------------- THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF PRELIMINARY SUBMITTAL CRAIG R. LANHAM LICENSE # 17547PE IT IS NOT TO BE USED FOR CONSTRUCTION PURPOSES. No. Date Issue Note: BID/PERMIT SET 04/05/2017 Project ID: PORTLAND Drawn HEI By: Review By: HEI Plot 04/05/2017 Date: -------------- Sheet Title: ENERGY COMPLIANCE REFERENCE ONLY NOT APPROVED WITH THIS PERMIT --- ••• Sheet No.: S 11-11— ./1 FIRE ALARM SYMBOLS , FIRE ALARM DEMOLITION NOTES: FIRE ALARM GENERAL NOTES: I NOTE: THIS IS A MASTER LEGEND AND NOT ALL SYMBOLS, ETC. ARE I NECESSARILY USED ON THE DRAWINGS. 1. FIRE ALARM SYSTEM DESIGN, INSTALLATION AND MATERIALS SHALL BE IN G &STRAJA ARCHITECTS 1. PRIOR TO SUBMITTING BID, CONTRACTOR MUST VISIT THE JOB SITE AND ACCORDANCE WITH NFPA 70 AND NFPA 72- SYSTEM SHALL ALSO MEET FIRE ALARM BECOME FULLY ACQUAINTED WITH THE EXISTING CONDITIONS OF THE ALL APPLICABLE BUILDING CODES, FIRE CODES AND THE REQUIREMENTS PROJECT. REVIEW GENERAL NOTES, SPECIFICATIONS AND ALL OF THE AUTHORITY HAVING JURISDICTION AND INSURANCE CARRIER. 0 APPLICABLE DRAWINGS FOR ADDITIONAL REQUIREMENTS THAT MAY NOT VERIFY REQUIREMENTS PRIOR TO BID SUBMITTAL. FACP FIRE ALARM CONTROL PANEL/UNIT BE SPECIFICALLY CALLED OUT IN THIS PORTION OF THE CONSTRUCTION 729 Heinz Avenue, Suite 1 DOCUMENTS. NOTIFY ARCHITECT, ENGINEER OR OWNER, AS DEFINED IN 2. INFORMATION ON CONTRACT DOCUMENTS IS GENERAL INFORMATION FACP RECESSED FIRE ALARM CONTROL PANEL/UNIT Berkeley, CA 94710 BID DOCUMENTS, OF CONFLICTS OR DISCREPANCIES PRIOR TO AND FOR BID PURPOSES ONLY. •PERFORM REQUIRED CALCULATIONS A FIRE ALARM ANNUNCIATOR PANEL SUBMITTING BID. ADDITIONAL COMPENSATION WILL NOT BE PAID FOR AND COORDINATE WITH OTHER TRADES. FAAP 510184$-0895 LACK OF SUCH DETERMINATION, FAMILIARIZATION,AND/OR ALLOWANCE. 3. DEVIATIONS FROM ENGINEER'S LAYOUT WILL NOT BE CONSIDERED FMMP RECESSED FIRE ALARM ANNUNCIATOR PANEL FAX 510 / 848-0897 2. EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS AND UNLESS A FORMALLY SUBMITTED FRI IS RECEIVED AND APPROVED. CI FIRE ALARM TRANSPONDER SITE VISITS AND MAY NOT REFLECT ACTUAL"AS-BUILT"CONDITIONS. 4. PROVIDE ADDITIONAL MATERIALS AND LABOR REQUIRED DUE TO LACK OF FACT 0 3. COORDINATE NEW WORK AND DEMOLITION WITH OTHER DISCIPLINES COORDINATION OR TO MEET AUTHORITY HAVING JURISDICTION AND AMP AMPLIFIER PANEL Project: Ct INSURANCE CARRIER REQUIREMENTS AT NO ADDITIONAL COST TO THE AND EXISTING CONDITIONS PRIOR TO CONSTRUCTION. O OWNER. RPS REMOTE POWER SUPPLY 4. PERFORM ALL WORK ACCORDING TO THE PHASING SCHEDULE FOR THIS 5. MODIFY EXISTING FIRE ALARM SYSTEM. RELOCATE AND/OR PROVIDE 1-11,J PROJECT. PROVIDE ALL TEMPORARY DESIGN AND/OR CONFIGURATIONS RT REMOTE TEST STATION WITH INDICATING LIGHT THAT MEET APPLICABLE CODE REQUIREMENTS AS NECESSARY TO ADDITIONAL FIRE ALARM EQUIPMENT,WIRING, RACEWAY, ETC ,AS Et CONFORM TO THE REQUIRED CONSTRUCTION PHASING OF THE PROJECT. REQUIRED FOR A COMPLETE AND OPERATIONAL FIRE ALARM SYSTEM. n REMOTE INDICATING LIGHT Q Lt.} ro 6. PROVIDE NEW FIRE ALARM EQUIPMENT COMPATIBLE WITH AND Qi 5. ONLY THE PORTIONS OF THE BUILDING AFFECTED BY THE SCOPE OF THE P5 PRESSURE SWITCH LOW/HIGH N PROJECT HAVE BEEN SHOWN. INFORMATION SHOWN AS EXISTING TO CONNECTED TO THE EXISTING FIRE ALARM SYSTEM. REMAIN IS NOT BEING MODIFIED AS A PART OF THIS PROJECT. 7. PROVIDE AUDIBLE AND VISIBLE NOTIFICATION APPLIANCES AS INDICATED n WATERFLOW ALARM SWITCH O 6. ALL WORK SHALL BE PERFORMED SO AS TO NOT INTERRUPT SERVICE. ON THE DRAWINGS. ^ v , CD THE CONTRACTOR SHALL PROPERLY NOTIFY THE LANDLORD. THE l l CONTROL VALVE TAMPER SWITCH C, 8. DO NOT INSTALL SMOKE DETECTORS IN A DIRECT AIR FLOW NOR CLOSER I z pa LEASER AND ADJACENT TENANTS A MINIMUM OF 48 HOURS IN ADVANCE THAN 3 FEET(1 METER) FROM AN AIR SUPPLY DIFFUSER OR RETURN AIR El MAGNETIC DOOR HOLD OPEN DEVICE BEFORE PROCEEDING WITH THIS WORK. OPENING .___N/_.___N/_ 'Wn W Z F 0iso Cr 0 CONTROL MODULE 7. EQUIPMENT AND CONDUIT TO BE REMOVED SHALL BE KEPT FOR 9. PROVIDE DUCT DETECTION AND SHUTDOWN FOR AIR DISTRIBUTION 'V I r n REINSTALLATION DURING THE CONSTRUCTION PHASE WHEN POSSIBLE SYSTEMS EXCEEDING 2000 CFM. DUCT SMOKE DETECTION SHALL i j 4• Q MM MONITOR MODULE Ce —1 V AND/OR INDICATED ON THE DRAWINGS. AVOID DAMAGE TO SALVAGED TRANSMIT A SUPERVISORY SIGNAL TO THE FACP. 1-•--- z = ^ EQUIPMENT AND CONDUIT DURING DEMOLITION PHASE. PROPERLY 10. PROVIDE FIRE ALARM EQUIPMENT AND CONNECTIONS REQUIRED TO pK KNOX BOX fy = 0 DISPOSE OF WIRING AND MATERIAL THAT ARE REMOVED AND ARE NOTLL REQUESTED TO BE SALVAGED BY THE OWNER- SHUTDOWN FAN POWERED AIR DISTRIBUTION EQUIPMENT THAT IS LESS NOTIFICATION 0 PULL STATION W Z 2000 CFM AND IS NOT PROVIDED WITH DUCT SMOKE DETECTION WHEN APPLIANCE I O V7 U iiiiir F 8. REMOVE ALL UNUSED AND DEMOLISHED EQUIPMENT AND ASSOCIATED ITS RESPECTIVE AIR HANDLING UNIT IS SHUTDOWN. ._ POWER VFIREFIGHTER'S PHONE JACK201Q Q MATERIALS FROM SITE. ABANDONING UNUSED PORTIONS WILL NOT 8E ,•� PANEL(S) ACCEPTABLE. 11. COORDINATE FIRE ALARM SYSTEM MODIFICATIONS TO MINIMIZE SYSTEM 120V f © HEAT DETECTOR (E INDICATES ELEVATOR RECALL) IMPAIRMENT. PROVIDE FIRE WATCH AND/OR INTERIM FIRE PROTECTION SIGNALING LINE CIRCUIT TO 9. AVOID DAMAGING EXISTING SURFACES AND EQUIPMENT TO REMAIN. MEASURES WHERE REQURED BY THE AUTHORITY HAVING JURISDICTION. TENANT SPACE © SMOKE DETECTOR (E INDICATES ELEVATOR RECALL) O REPAIR DAMAGE CAUSED DURING WORK AT NO EXTRA COST TO THE INSURANCE CARRIER OR OWNER. �,� OWNER. 12. FORWARD COMPLETED FIRE ALARM CERTIFICATE OF COMPLETION TO _ ---c`f,i- 10. T. SINGLE STATION SMOKE DETECTOR 10. PATCH ALL OPENINGS IN AREAS THAT REMAIN TO MATCH ADJACENT THE OWNER- f �'1)��)} BEAM DETECTOR SURFACES AFTER EXISTING EQUIPMENT IS REMOVED AND VACATED. 11. FIRE ALARM SYSTEM(S) NOT ASSOCIATED WITH THE DEMOLITION SHALL 13. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS- (— DUCT MOUNTED SMOKE DETECTOR (SD=SUPPLY/RD=RETURN) 00 BE LEFT IN SERVICE AS APPLICABLE. "".` ® AREA OF REFUGE 2-WAY COMMUNICATION SYSTEM I in CD AUDIBLE NOTIFICATION Di WALL MOUNTED AUDIBLE NOTIFICATION APPLIANCE CIRCUIT TO TENANT VISIBLE NOTIFICATION APPLIANCE #W INDICATES WATTAGE. IF NO WATTAGE IS LISTED ASSUME 1/2W Consultants: NOTIFICATION APPLIANCES CIRCUIT TO TENANT NOTIFICATION APPLIANCES ® WALL MOUNTED VISIBLE NOTIFICATION APPLIANCE STRUCTURAL ENGINEER T V ## ## INDICATES CANDELA Murphy Burr Curry, Inc. PRIORITY SYSTEM OUTPUTS I 85 Second Street )vE WALL MOUNTED AUDIBLE/VISIBLE NOTIFICATION APPLIANCE, Son Francisco, CA 94105 SIGNALING LINE CIRCUIT SERVING ## ## INDICATES CANDELA TEL: 415.546.0431 I SYSTEM INITIATING DEVICES AND #W INDICATES WATTAGE. IF NO WATTAGE IS LISTED ASSUME 1/2W TENANT SPACES # ofCEILING MOUNTED AUDIBLE NOTIFICATION APPLIANCE. IJV #W INDICATES WATTAGE. IF NO WATTAGE IS LISTED ASSUME 1/2W c2 WP -j: EXTERIOR WATERFLOW ALARM @ CEILING MOUNTED VISIBLE NOTIFICATION APPLIANCE, 4F. J ## ## INDICATES CANDELA QQ c, EXISTING EXISTING AUDIO O, F- <S4 #W CEILING MOUNTED AUDIBLE/VISIBLE NOTIFICATION APPLIANCE, QPM �Q�G(, �O AMPLIFIER iltitQA ## INDICATES CANDELA O� \GQ�Q e'.Q� CABINET EXISTING ## #W INDICATES WATTAGE. IF NO WATTAGE IS LISTED ASSUME 1/2W !' 1HENDERSON �F Q _ LANDLORD FIRE O��O� �O F- o �P ALARM ABORT SWITCH P- CL c `O�o�oP% CONTROL PANEL ENGINEERS \Y` G A Cc\G `� SL -------- �, OFF SITE MONITORING BELL 150 WEST 36TH STREET,FLOOR 4 V-�, F, 0 •<(, O NEW YORK,NY 10018 c , ••AI\ t G\-\ Nr.(,c, CARBON MONOXIDE DETECTOR TEL 212 413 8400 FAX 212 413 8401 �O�' �O Je PJ F��bO74 – {� C 0 www.hei-ong.com �J �� `7 ��, �w P p� 1 6500041 80 (4\ w J O P JP JP �C "\C) STANDARD MOUNTING HEIGHTS Q�c�Je.�Q-- ��Q C9 VC) PG)G�0 CD 1 2 0 V (AFF, AFC, UNLESS NOTED OTHERWISE) SYSTEM INPUTS A : C D E F 17 DV FIRE ALARM 1 SMOKE DETECTOR - SPOT TYPE • • • • • • 1 AUDIBLE APPLIANCES (CENTERLINE) 84" 2 WATERFLOW ALARM SWITCH is • • • • • 2 FIRE ALARM RISER NOTES: 3 VALVE TAMPER SWITCH • • • 3 FIRE ALARM ANNUNCIATOR PANEL (DISPLAY) 60" 4 SIGNALING LINE OR NOTIFICATION APPLIANCE CIRCUIT - OPEN • • • 4 RISER DIAGRAM IS SCHEMATIC IN NATURE. NOT ALL DEVICES ARE SHOWN. REFER TO FIRE ALARM BELL (EXTERIOR) 120" 5 SIGNALING LINE OR NOTIFICATION APPLIANCE CIRCUIT - SHORT • • • 5 PLANS FOR ACTUAL DEVICE AND EQUIPMENT QUANTITIES AND LOCATIONS. 6 SIGNALING LINE DR NOTIFICATION APPLIANCE CIRCUIT - GROUND • • • 6 FIRE ALARM CONTROL PANEL/UNIT (DISPLAY) 60" ABCDF F DUCT DETECTORS MAY HAVE INTEGRAL RELAYS FOR AIR HANDLING UNIT SHUTDOWN AND PULL STATIONS (HANDLE) 48" FIRE/SMOKE DAMPER CONTROL. WIRING FOR THIS FUNCTION HAS NOT BEEN SHOWN. VISIBLE APPLIANCES (CENTERLINE) 84" COORDINATE WITH MECHANICAL SYSTEM INSTALLER. REFER TO PLANS AND SPECIFICATIONS FOR ADDITIONAL INFORMATION. ANNOTATION ..• ... ... .. .... SEQUENCE OF OPERATIONS INDICATED IS SCHEMATIC. MODIFY TO SUIT CONDITIONS AND MEET APPLICABLE CODE REQUIREMENTS. 1 FIRE ALARM PLAN CALLOUT CONNECTION POINT OF NEW WORK TO EXISTING FIRE ALARM TENANT FINISH Allik DETAILREFERENCE UPPER NUMBER INDICATES DETAIL NUMBER SEQUENCE OF OPERATIONS FIRE ALARM RISER DIAGRAM — VOICE SYSTEM ® LOWER NUMBER INDICATES SHEET NUMBER NO SCALE 0 NO SCALE 0 SECTION CUT DESIGNATION r E ABBREVIATIONS AFF ABOVE FINISHED FLOOR NIC NOT IN CONTRACT AFC ABOVE FINISHED GRADE OC ON CENTER a N CD CANDELA PIV POST INDICATOR VALVE DI DUCTILE IRON PROVIDE FURNISH AND INSTALL No. Date ESFR EARLY SUPPRESSION FAST PRV PRESSURE REDUCING VALVE Lg.) ti RESPONSE RD RETURN DUCT N ETR EXISTING TO REMAIN REV REVISION ti v FHC FIRE HOSE CABINET SD SUPPLY DUCT 0 FP FIRE PROTECTION SF SQUARE FEET EL GC GENERAL CONTRACTOR TYP TYPICAL U, GPM GALLONS PER MINUTE UL UNDERWRITERS LABORATORIES, 6 JB JUNCTION BOX INC. a o MAX MAXIMUM UNO UNLESS NOTED OTHERWISE ✓ MIN MINIMUM V VOLT(S) o N/A NOT APPLICABLE WP WEATHERPROOF ED Issue Note: 0 BID/PERMIT SET 04/05/2017 Project ID: PORTLAND 0- Drawn BY: O HEI En Review By: HEI 1. Plot 04/05/2017 Date: Sheet Title: 0 Z FIRE ALARM REFERENCE ONLY LEGEND, DETALS1 NOT APPROVED WITH THIS PERMIT AND NOTES N n Sheet No.: 'U FAO . O n� i D TENANT SHALL USE LANDLORD APROVED r SPRINKLER CONTRACTOR FOR ALL SPRINKLER WORK AT TENANT EXPENSE. z / GR1Ti1G&STiiIJA ARCHITECTS 729 Heinz Avenue, Suite 1 FIRE ALARM PLAN NOTES: Berkeley, CA 94710 - 510 / 848-0895 1 PROVIDE REMOTE POWER SUPPLY TO POWER VISIBLE NOTIFICATION FAX 510 / 848-0897 APPLIANCES. CONNECT TO FIRE ALARM SYSTEM PROVIDE A SMOKE DETECTOR ABOVE THE POWER SUPPLY IN ACCORDANCE WITH NFPA 72. 2. PROVIDE EQUIPMENT AND CONNECTION(S)REQUIRED FOR TENANT AUDIO Project: o INTERRUPTION TO ENSURE TENANT SOUND SYSTEM IS MUTED IN THE CK EVENT OF A FIRE ALARM. COORDINATE EXACT LOCATIONS OF EQUIPMENT AND CONNECTIONS. LLJ IY 0 m = N PZ Z 0 CC r,, - — Ce CJ I I � I ��— — — rn•�• lam' — r�� lin — Om-�ire _ r� i.,i — MB'� err ,:-ice � time � — _,.__+ 7 Q 0•1 a / \ / \ / \ L1 / \ / \ / \ r - kf) 0 U' 0 0 0 0 0 0 0 0 0 0 0 0 0 11 ° W Q Q - � - 12 � 01 01 1,1 rAill ....,. 1/4.1 ) (Th - -- LN --' 0 . . D . g I:[ I 1 lit II 4: = —ril 6 ! O) N i 1 -.._ q` :• - I ! Consultants: lug o I.1 STRUCTURAL ENGINEER is? IMurphy Burr Curry, Inc. -- II 85 Second Street San Francisco, CA 94105 sT0 GEin_ 0 0 o I_ o \ o r==_..=. ._ ——w a TEL: 415.546.0431 , EV _1:1 (\___/„... —111 1 I. ALES AREA SP I-s J' 101 O �f PI i __1:1 I / ! riil i / o FIX Z — ! o 0 \°—"--1 0 0 L== � ! ' VIANDERSON � 1 \ / `' oNGINEERS - - . .. . .7- - /�I /� I / \ 4 „ ! 150 WEST 36TH STREET,FLOOR 4 NEW 018 ` I I MI 1 k O �i ,` O O I il , TEL 212 413 840RD FaucD212 413 8401 I --4 FPS11:1 I I / www.hei-eng.com f 0 I - 1650004180 © C�34 O 0 — o i 3ri i V DI \ el ® ®„,/,,,/ _ d .7j ' N1 !: i , . 0 . 0 0 ia.‘ {V _ ._ / / iiiii ./ L_ "'NJ 0 Ell 0 01 01 a 75O0 \ / O O _....._..._..._..._.... / 0 — — O Iui . . BREAK R00 VI O 0 — — 0106 iJ 1,_, 1 1 I _____t_o_ -- �_� 0 _ — 0 (gm , , ,1•11 . ...... . .. .......... . . r 1 ` 1 0 0 0 0 0 o O — -- o = E co 0 7 -/ •...i.,..i...,.....d.A........,,,,,,,,T....AeHi a D_ / 109 No. ,..Date .-/ 0 1 1 IOW \ MPLOY E 1 0 1 CO CA in THROOM Lii f AN. ti in Ing 11 .0 \ . / C i W X 104 �1/_ Q � CLO" I MUM / \ 1 1051. _� u_ 0 0o V 0 0 0 ID Issue Note: c, BID/PERMIT SET O 2. 04/05/2017 Project ID: PORTLAND Drawn HEI C ,..3 Revi0 2 4� 6' Plot By: HEI FIRE ALARM PLAN 04/05/2017 Date: m•, m. Sheet Title: N 0 1/4"=1 .-0" '::I SCALE: 1/4"=1 -0., gi r. .r P2 a no FIRE ALARM REFERENCE ONLY o FLOOR PLAN NOT APPROVED WITH THIS PERMIT In AND NOTES N U3 22 Sheet No.: z E e• C FA 1 . 1 "v C SPRINKLER CONTRACTORDFOR DALLL SPRINKLER o ' WORK AT TENANT EXPENSE. r z / 16C: FIRE ALARM SYSTEM 2. MATERIALS AND INSTALLATION 3. EXECUTION ,�' ,, 1. GENERAL INSTRUCTIONS A. MANUFACTURERS A. GENERAL Gd.3I,14,G�&ST RAJA ARCHITECTS Subject to compliance r l'ance A. GENERAL REQUIREMENTS j pwith requirements,provide products manufactured compatible with the Install,program,and test all new equipment identified in this contract and revise existing existing fire alarm system. equipment as noted. All requirements under Division 01 (General Requirements)and the general and • . supplementary conditions of these specifications apply to this section and division.Where the B. FIRE ALARM CONTROL PANEL The installation supervisor shall be on the job site during the entire installation.The installation 729 Heinz Avenue, Suite 1 requirements of this section and division exceed those of Division 01 (General Requirements), supervisor shall maintain marked up copies of the drawings at the job site showing as-built Berkeley, CA 94710 this section and division take precedence.Become thoroughly familiar with all its contents as to The fire alarm system is existing to be modified. conditions.These drawings shall be updated daily and available for Owner review. requirements that affect this division,section,or both.Work required under this division 510 / 848-0895 includes all material,equipment,appliances,transportation,services,and labor required to Power Supply:Provide two separate and reliable power supplies.The control panel shall Provide all required conduit and all associated hardware and install(pull),connect,and test all FAX 10 / 848-0897 complete the entire system as required by the drawings and specifications,or reasonably receive 120 Vac power via a dedicated branch circuit of the building's electrical system.Each cable for a complete fire alarm system.Install all wiring in accordance with the guidelines of 5 inferred to be necessary to facilitate the function of each system as implied by the design and shall have adequate capacity for the system.The fire alarm contractor shall submit battery these specifications and documents as well as the NFPA codes and standards listed in these the equipment specified. calculations for review and approval.The calculations shall indicate each device and the load specifications. •• �-- required in stand-by and alarm mode.The secondary power system shall be a Project: 0 The specifications and drawings for the project are complementary,and any portion of work battery_operated emergency power supply and charger with capacity for operating system in B. INSTALLATION IX described in one shall be provided as if described in both.In the event of discrepancies,notify standby mode for 24 hours followed by alarm mode for 15 minutes. I the Engineer and request clarification prior to proceeding with the work involved. Install all wiring in conduit.Minimum allowable conduit size shall be 3/4 inch.Size the conduit System Supervision:Automatically detects and reports open circuits,shorts,and grounds of so that conduit fill does not exceed 75 percent of NFPA 70 maximum fill requirements.Cables LLJ Drawings are graphic representations of the work upon which the contract is based.They show wiring for initiating device,signaling line,and notification appliance circuits.Alarm,supervisory in vertical risers shall not exceed 50 percent of NFPA 70 maximum fill requirements.Conduit N the materials and their relationship to one another,including sizes,shapes,locations,and and trouble signals shall be monitored by the supervising station over a Digital Alarm installation shall be as required by the Contractors layout and as described in these t..1__. connections.They convey the scope of work,indicating the intended general arrangement of Communicator Transmitter(DACT),or other approved method. specifications.All conduit field routing shall be acceptable to the Owner.Routing not 1 Q In the systems without showing all of the exact details as to elevations,offsets,control lines,and acceptable shall be rerouted and replaced without expense to the Owner. O IC) N other installation requirements.Use the drawings as a guide when laying out the work and to Initiating Device Circuits:Provide circuitry,which meets the performance requirements during verify that materials and equipment will fit into the designated spaces,and which when installed abnormal conditions,based upon the style and class of the circuitry selected.Initiating device Conceal all wire,cable,conduit,and raceways in walls,ceiling spaces,electrical shafts,or 0 I CY .T N per manufacturers'requirements,will ensure a complete,coordinated,satisfactory,and circuits shall be Class B. closets in finished areas except as specifically noted otherwise.Conduit and raceways may be t t1 properly operating system. exposed in unfinished areas or where specifically approved by the Owner. V J - Notification Appliance Circuits:Provide circuitry,which meets the performance requirements `S01 Installation of devices shall be performed or supervised by a National Institute for Certification during abnormal conditions,based upon the style and class of the circuitry selected. Except as otherwise specified or indicated on the drawings,Install all conduit parallel or (1I z q� of Engineering Technologies(NICET)Level 2 or higher fire alarm technician.Submit copies of Notification appliance circuits shall be Class B. perpendicular to dominant surfaces with right angle turns made of symmetrical bends or O _ the certification for employees through shop drawing submittals. fittings.Except where prevented by the location of other work,a single conduit or a conduit ft Signaling Line Circuits:Provide circuitry,which meets the performance requirements during group shall be centered on structural members. Q I '-- N O Refer to Division 15B Plumbing for additional requirements that apply to this installation that abnormal conditions,based upon the style and class of the circuitry selected.Signaling line are not written herein. circuitry shall be Class B. Locate conduit at least six inches from hot water or steam pipes and from other hot surfaces. Ce ( i- r1 J �J Conduit shall not block access to any existing equipment or fixtures. I- Z B. SCOPE OF WORK Provide trouble acknowledge,drill,and alarm silence switch. — 0 Label all conduits and junction boxes as specified in Division 16B. MI (-.4. 1 The scope of work in this section includes automatic smoke detectors,fire alarm notification Drill Sequence of Operation:Manual drill function causes alarm mode operation as described n r W appliances,sprinkler system waterflow and valve tamper alarms, and battery stand-by power. above. Terminate all wiring at devices or panels using terminal connectors for screw type terminals.All vJ U terminal connectors for conductors shall be pre-insulated ring type or pre-insulated spade type. Q �f C. CODES AND STANDARDS Addressable systems shall have silent walk test,history logging for a minimum of 400 events, Pre-insulated terminal connectors shall include a vinyl sleeve,color coded to indicate I �"'�1l 80 character LCD display. conductor size.Pre-insulated terminal connectors shall include a metallic support sleeve i2 Provide an integrated fire alarm system,which meets the current versions of NFPA 70, bonded to the vinyl-insulating sleeve and designed to grip the conductor insulation. National Electrical Code;NFPA 72,National Fire Alarm Code;and all local building and fire C. SEQUENCE OF OPERATIONSe'llrillielI V) "a codes.All fire alarm equipment shall be Underwriters Laboratory(UL)or Factory Mutual(FM) Mount end_of line device in box with last device or separate box adjacent to last device in /� approved for the type and class of service performed. Trouble Sequence of Operation:System or circuit trouble places system in trouble mode, circuit for conventional hardwired Class B initiating and notification appliance circuits. V which causes the following system operations: i D. SYSTEM DESCRIPTION Securely fasten conduit to all boxes and cabinets.Threads on metallic conduit shall project r1 1. Visible and audible trouble alarm indicated at fire alarm control panel and remote through the wall of the box to allow the bushing to butt against the end of the conduit.The u annunciator panel(if provided). locknuts both inside and outside shall then be tightened sufficiently to bond the conduit MM • The fire alarm system shall be a non-coded manual and automatic fire alarm system with I W 2. Trouble signal transmitted to supervising station. securely to the box.Conduit shall enter cabinets from the bottom and sides only. connections to a remote supervising station.Control panel shall be micro-processor based, In 3. Manual acknowledge function at fire alarm control panel silences audible trouble alarm; J with fully addressable alarm devices. visible alarm is displayed until initiating failure or circuit trouble is cleared. Install ceiling mounted initiating devices in areas with exposed structure tight to underside of 0) floor/roof deck. ,, ,, ,, ,,, E. SUBMITTALS Supervisory Sequence of Operation:The activation of any sprinkler valve tamper switch or duct-mounted smoke detector places system in supervisory mode,which causes the following Install ceiling mounted visible and audible/visible notification appliances In areas with exposed Consultants: Upon being awarded a contract,submit to the Architect for approval,six(6)copies of system operations: structure to bottom of floor/roof structure or at 30 ft AFF,whichever is lower. manufacturer's shop drawings for equipment to be furnished under this contract,items STRUCTURAL ENGINEER requiring coordination between contractors,and sheet metal ductwork fabrication drawings. 1. Visible and audible supervisory alarm indicated byaddress at fire alarm controlpanel Install ceiling mounted visible and audible/visible notification appliances in areas with finished P ry Murphy Burr Curry, Inc. Before submitting shop drawings and material lists,verify that equipment submitted is mutually and remote annunciator panel(if provided). ceilings flush with bottom of ceiling or at 30 ft AFF,whichever is lower. P y compatible and suitable for the intended use,and will fit the available space and allow ample 2. Supervisory signal transmitted to supervising station. 85 Second Street – room for maintenance.Highlight,mark,list or indicate the materials,performance criteria and 3. Duct-mounted smoke detectors shall shutdown their respective unit upon detection of Install wall mounted visible and audible/visible notification appliances with visible element San Francisco, CA 94105 accessories that are being proposed.Submit shop drawings as early as required to support the smoke and remain down until manually reset. (strobe)between 80 inches and 96 inches above finished floor unless noted otherwise on TEL: 415.546.0431 project schedule.Allow for two weeks Engineer review time plus mailing time plus a duplication 4. Manual acknowledge function at fire alarm control panel and remote annunciator panel drawings. of this time for resubmittal if required. silences audible supervisory alarm;visible alarm is displayed until device is returned to its normal position/supervisory condition is cleared. Install wall mounted audible devices with the top of the device at least 90 inches above finished Submittals and shop drawings shall not contain the firm name,logo,seal,or signature of the floor or 6 inches below the ceiling,whichever is lower,unless noted otherwise on drawings.If Engineer.They shall not be copies of the work product of the Engineer.If the Contractor Alarm Sequence of Operation:Actuation of an alarm initiating device places system in alarm combination devices are installed,they shall be installed per the visible signal device desires to use elements of such product,refer to paragraph'Electronic Drawing Files"for mode,which causes the following system operations. requirements. procedures to be used. 1. Audible notification appliances shall sound until silenced by the alarm silence switch at Make conduit and wiring connections to equipment provided by others. The checking and subsequent approval of such shop drawings by the Engineer shall not the control panel. relieve the Contractor from responsibility for errors in dimensions,details,size of members, 2. All visible alarm notification appliances shall display a continuous synchronized pattern Provide strobe synchronization as required per NFPA 72. quantities,omissions of components or fittings;coordination of electrical requirements;or for until reset by the Alarm Reset Switch. coordinating items with actual building conditions.Proceed with the procurement and 3. Alarm signal transmitted to supervising station. C. FIELD QUALITY CONTROL H E D E RSt� installation of equipment only after receiving approved shop drawings relative to each item. 4. All air-handling systems that are monitored shall shutdown and remain down until the N fire alarm control panel is reset. Systems shall be checked and tested in accordance with the instructions provided by the E N G I H E E R S= Submit a detailed sequence of operation.Pre-printed,generic material will not be accepted and 5. The alarm LED shall flash on the control panel and remote annunciator panel until the manufacturer to ensure that the system functions as required and is free of grounds,opens, will be rejected.Highlight,mark,list or indicate the materials,performance criteria and alarm has been acknowledged at the control panel/remote annunciator panel.Once and shorts.Each device shall be tested.Smoke detectors shall be tested with products of accessories that are being proposed. acknowledged,this same LED shall latch on and the custom label for the address in alarm combustion. 150 WEST 36TH STREET,FLOOR 4 shall be displayed on the alphanumeric LCD readout.A subsequent alarm received from NEW YORK,NY 10018 Submit shop drawings showing fire alarm floor plans and a full tenant riser diagram Fire alarmanother address after acknowledged shall flash the alarm LED on the control panel showing Upon completion of the system installation and before the date of final acceptance,a rEL 212 413 8400 FAX 212 413 8401 floor plans and riser diagram shall show fire alarm control panel,annunciator,all fire alarm the new alarm information, factory-trained technician shall perform all necessary tests and adjustments and shall file a www.hei-eng.com initiating devices and notification appliances.Show typical wiring diagrams of control panel/s, 6. A pulsing alarm tone shall occur within the control panel until acknowledged. Letter of Certification and a Certificate of Completion(NFPA 72)with the Owner indicating that 1 6500041 80 annunciator and each device and wiring connections required.Show all interfaces to other the system functions and conforms to the specifications. systems,such as temperature control systems,and security systems. D. INITIATING DEVICES Test in accordance with NFPA 72 and local fire department requirements. Where required by the AHJ,Contractor is responsible for obtaining a professional engineer or Smoke Detector(Photoelectric type):Device shall have visible indication of detector actuation, NICET stamp and signature on their shop drawing submittal.The Engineer is not responsible self-restoring,plug-in with an integral addressable module indicating the detector status. D. MANUFACTURER'S FIELD SERVICES and will not provide this. Photoelectric detectors shall have sensitivity between 0.5 and 3.5 percent/foot smoke Shop drawings shall be produced using Computer Aided Design.Hand drawn documents will obscuration. Include services of factory trained and certified technician to supervise installation, not be reviewed or approved. adjustments,final connections,and system testing as performed by the fire alarm contractors E. NOTIFICATION APPLIANCES factory-trained technicians. Shop drawing scale shall match the Engineer's drawings where possible.Scale shall not be Theequipment su leer s factorytrained technician shall train the Owner's personnel in the less than 3/32"=1'-0". Alarm speakers:UL 1480 listed;high quality tone and voice reproduction;capacitor connectedsuppliers for connection to supervised notification appliance circuit;semi-flush mounting;four inch cone; proper use and maintenance of the system.Training sessions shall be conducted as needed, Submit a bill of material and manufacturers product data for all devices and equipment. high impact,flame retardant PC/ABS thermoplastic;25 or 70 VRMS;multi-tapped output not to exceed a total of 2 sessions,with each session lasting a maximum of 4 hours each. power rated 1/4 to 2 watts and produce 79 to 88 dB at 10 feet. Refer to Division 01 for acceptance of electronic submittals for this project.For electronic E. ACCEPTANCE TESTING submittals,Contractor shall submit the documents in accordance with the procedures specified Visible Alarm Notification Appliances(Strobes):Strobes shall be xenon or equivalent,unfiltered or clear filtered white light,a minimum intensityof 15/75 candela and as indicated on drawings, Upon completion of the system installation,a facto trained technician shall perform all —...—...----...—...- in Division 01.Contractor shall notify the Architect and Engineer that the shop drawings have 9 9 P P Y factory-trained been posted.If electronic submittal procedures are not defined in Division 01,Contractor shall flash rate range from 1 to 3 Hz,a maximum pulse duration of 0.2 sec with a maximum duty necessary tests and adjustments in the presence of the Owner's designated personnel. include the website,user name and password information needed to access the submittals. cycle of 40 percent.Strobe shall meet all requirements of the Americans with Disabilities Act. For submittals sent by e-mail,Contractor shall copy the designated representatives of the END OF SECTION 16C Architect and Engineer.Contractor shall allow the Engineer review time as specified above in AudibleNisible Alarm Notification Appliances(Speaker/Strobes):Combination units shall the construction schedule.Contractor shall submit only the documents required to purchase provide a common enclosure for the fire alarm audible and visible alarm appliances and be UL the materials and/or equipment in the electronic submittal and shall clearly indicate the listed for its purpose.Minimum audible level and strobe intensity shall meet all requirements materials,performance criteria and accessories being proposed.General product catalog data for separate appliances. not specifically noted to be part of the specified product will be rejected and returned without review. Provide flush or recessed devices unless otherwise noted. F. QUALIFICATIONS F. AUXILIARY DEVICES ' E The manufacturer shall be a company specializing in manufacturing the products specified in Waterflow Alarm Switches:Provided by the Fire Sprinkler Installer and shall be wired,complete ro this section with minimum three years documented experience.The installer shall be a and ready for use,by the Fire Alarm System Installer.Switch shall have an adjustable delay to 0 company specializing in installing the products specified in this section with minimum three minimize false alarms due to fluctuations in water pressure. a years documented experience,be a bonded and licensed contractor and merchant of electronic automated fire alarm systems,and employ full-time factory-trained installers and Gate Valve(Tamper)Switches:Shall be provided by the Fire Sprinkler Installer and shall be No. Date rn technicians.The equipment manufacturers service department shall be fully stocked in wired complete and ready for use by the Fire Alarm System Installer. —..- standard parts and components and engaged in the maintenance of fire alarm systems. criOn-the-premises service shall be available within 4 hours of notification,7 days a week,24 On-the-premises Relay Module:Provide intelligent control relay modules.The control relay module shall h hours a day.Furnish service and maintenance of fire alarm system for one year from date of provide one form dry relay contact rated at 2 amps at 24 Vdc to control external appliances N substantial completion. or equipment shutdown.The control relay shall be rated for pilot duty and releasing systems. I The position of the relay contact shall be confirmed by the system firmware. G. WARRANTIES o a G. FIRE ALARM WIRE AND CABLE Lir Warrant each system and each element thereof against all defects due to faulty workmanship, 4. design,or material for a period of 12 months from date of Substantial Completion,unless Fire Alarm Power Branch Circuits:Building wire as specified in Division 16B. specific items are noted to carry a longer warranty in the construction documents or manufacturer's standard warranty exceeds 12 months.Remedy all defects,occurring within the Signaling Line,Initiating Device,and Notification Appliance Circuits:Power limited w warranty period(s),as stated in the General Conditions and Division 01. fire_protective signaling cable,solid copper conductor,300 Volts insulation,suitable for o temperature,conditions and location installed.Minimum wire size for initiating device circuits, o control circuits and notification appliance circuits shall be determined bycalculations and o All corrective software modifications made during warranty periods shall be updated on all userLn PP documentation and on user and manufacturer archived software disks. manufacturer's requirements or recommendations.Wire and cable shall be twisted and Issue Note: iu shielded if recommended by the system manufacturer.Initiating,notification,and control i; Warranties shall include labor and material,including travel expenses.Make repairs or circuits shall be sized based on 20 percent additional power consuming devices.The o replacements without any additional costs to the Owner,and to the satisfaction of the Owner, conductors shall meet the requirements of NEC Article 760. BID/PERMIT SET iz Architect,and Engineer. o All wiring provided on this project shall be UL listed for the intended use.All wiring including ' c Perform the remedial work promptly,upon written notice from the Engineer or Owner. wiring to existing modified devices and appliances shall be new. 5 04/05/2017 .. .. a At the time of Substantial Completion,deliver to the Owner all warranties,in writing and Project iD: PORTLAND e . properly executed,including term limits for warranties extending beyond the one year period I' and any actions the Owner must take in order to maintain warranty status.Each warranty Drawn HEI c w instrument shall be addressed to the Owner and state the commencement date and term. 0 Review By: HEI N Plot 04/05/2017 Date: ... 1 N Sheet Title: fa o REFERENCE ONLY zo FIRE ALARM NOT APPROVED WITH THIS PERMIT SPECIFICATIONS 0 0 0 ID 0 6 w ... ... ... ... .... N w• . Sheet No.: Z 5 �. _ _ FA2 . 1 a c• C m Y c.• t 3 m z .. FIRE SPRINKLER SYMBOLS / • . ,,,,h,„ NOTE: THIS IS A MASTER LEGEND AND NOT ALL SYMBOLS, ETC. ARE �'," --_ FIRE SPRINKLER GENERAL NOTES: FIRE SPRINKLER DEMOLITION NOTES: NECESSARILY USED ON THE DRAWINGS. G11A3,# : &STBJA ARCHITECTS - 1. PRIOR TO SUBMITTING BID,VISIT THE JOB SITE AND BECOME FULLY _ / ACQUAINTED WITH THE EXISTING CONDITIONS OF THE PROJECT. REVIEW 1. SPRINKLER SYSTEM DESIGN, INSTALLATION AND MATERIALS SHALL BE IN FIRE SPRINKLERS _.i THE GENERAL NOTES,SPECIFICATIONS AND OTHER DRAWINGS FOR ACCORDANCE WITH NFPA 13. SYSTEM SHALL ALSO MEET ALL _ ADDITIONAL REQUIREMENTS WHICH MAY NOT BE SPECIFICALLY CALLED APPLICABLE BUILDING CODES,FIRE CODES AND THE REQUIREMENTS OF C UPRIGHT SPRINKLER " OUT IN THIS PORTION OF THE CONSTRUCTION DOCUMENTS. NOTIFY THE AUTHORITY HAVING JURISDICTION AND INSURANCE CARRIER. PENDENT SPRINKLER 729 Heinz Avenue, Suite 1 ARCHITECT, ENGINEER AND/OR OWNER OF CONFLICTS OR VERIFY REQUIREMENTS PRIOR TO BID SUBMITTAL. DISCREPANCIES PRIOR TO SUBMISSION OF BID. S CONCEALED SPRINKLER Berkeley, CA 94710 2. INFORMATION ON CONTRACT DOCUMENTS IS GENERAL INFORMATION DRY PENDENT SPRINKLER 510 / 848-0895 2. EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS AND AND FOR BID PURPOSES ONLY. LAYOUT SYSTEM, PERFORM REQUIRED HANGER ASSEMBLY SITE VISITS AND MAY NOT REFLECT EXACT"AS-BUILT'CONDITIONS. FIELD CALCULATIONS AND COORDINATE WITH OTHER TRADES. 1" OUTLET 1, IIllk 77 DRY SIDEWALL SPRINKLER FAX 510 / 848-0897 VERIFY EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL BIDS. 3. PROVIDE ADDITIONAL MATERIALS AND LABOR REQUIRED DUE TO LACK OF SIDEWALL SPRINKLER COORDINATE NEW WORK AND DEMOLITION WITH OTHER DISCIPLINES �_ AND EXISTING CONDITIONS PRIOR TO CONSTRUCTION. INSURANCECOCOARRIER REQUIREMENTS N AND TO MEET RAT NO ADDITIONAL ITY HAVING JURISDICTION TO THE —� Project: a 3. OWNER RETAINS RIGHTS OF SALVAGE FOR EQUIPMENT AND FIXTURES TO OWNER. ANNOTATION BE REMOVED. COORDINATE WITH THE OWNER THE EQUIPMENT AND 4. MODIFY EXISTING SPRINKLER SYSTEM. RELOCATE ANDIOR PROVIDE iO FIXTURES TO BE SALVAGED AND THE LOCATION FOR STORAGE. AVOID ADDITIONAL SPRINKLERS, PIPING, HANGERS, ETC. COORDINATE WITH ` 1" ARM OVER 0I FIRE SPRINKLER PLAN CALLOUT DAMAGE TO EQUIPMENT, FIXTURES AND DEVICES DURING DEMOLITION WALLS,CEILINGS,LIGHTS, DIFFUSERS,STRUCTURE,OBSTRUCTIONS, '- (_!_I WORK AND DURING TRANSPORT TO OWNER'S DESIGNATED STORAGE IN AREA AFFECTED BY SCOPE OF WORK. % CONNECTION POINT OF NEW WORK TO EXISTING [� LOCATION. ETC., S C I 1" DROP DETAIL REFERENCE UPPER NUMBER INDICATES DETAIL NUMBER 1n ro 4. REMOVE ITEMS SHOWN HEAVY LINED AND/OR CROSSHATCHED AND/OR 5. COORDINATE SPRINKLER SYSTEM MODIFICATIONS TO MINIMIZE SYSTEM j ` ® LOWER NUMBER INDICATES SHEET NUMBER ® s— (� NOTED TO BE REMOVED. IMPAIRMENT. PROVIDE FIRE WATCH AND INTERIM FIRE PROTECTION MEASURES WHERE REQUIRED BY THE AUTHORITY HAVING JURISDICTION, JIM1111110 1 CI r •1 = N 5. PERFORM ALL WORK ACCORDING TO THE PHASING SCHEDULE FOR THIS INSURANCE CARRIER OR OWNER. . __ CEILING O V ) 1- r .....r+ SECTION CUT DESIGNATION PROJECT. PROVIDE ALL TEMPORARY DESIGN AND/OR CONFIGURATIONS 6. COORDINATE PIPE ROUTING NEAR ELECTRICAL EQUIPMENT WITH NFPA Iiir""""' ® / CD - THAT MEET APPLICABLE CODE REQUIREMENTS AS NECESSARY TO 70. I I I Z (13 CONFORM TO THE REQUIRED CONSTRUCTION PHASING OF THE PROJECT. / //`///��/ �� A 1 � i!`...:!.r�r 7j////��//��/�////f/�/ ABBREVIATIONS ( Z tZ 6. ONLY THE PORTIONS OF THE BUILDING AFFECTED BY THE SCOPE OF THELIU 7. COORDINATE SPRINKLER TEMPERATURES NEAR HEAT PRODUCING / / / /// /// / , �,�; O SOURCES WITH NFPA 13. CONCEALED SPRINKLER II 11 AFF ABOVE FINISHED FLOOR NIC NOT IN CONTRACT PROJECT HAVE BEEN SHOWN. INFORMATION SHOWN AS EXISTING TO J L--J L REMAIN IS NOT BEING MODIFIED AS A PART OF THIS PROJECT. 8. DO NOT CONNECT MORE THAN ONE SPRINKLER TO AN EXISTING WITH DEFLECTOR IN ""1-r' AFG ABOVE FINISHED GRADE OC ON CENTER DROPPED POSITION C� 7. ALL WORK SHALL BE PERFORMED SO AS TO NOT INTERRUPT SERVICE. ONE-INCH OUTLET UNLESS HYDRAULIC CALCULATIONS ARE INCLUDED TO CD CANDELA PIV POST INDICATOR VALVE Z THE CONTRACTOR SHALL PROPERLY NOTIFY THE BUILDING OWNER, CLI VERIFY PERFORMANCE. DI DUCTILE IRON PROVIDE FURNISH AND INSTALL Z —CE I I-1 LANDLORD,THE LEASER AND ADJACENT TENANTS AS APPLICABLE A 9. REMOVE ALL ABANDONED PIPING, FITTINGS, HANGERS, ETC. PROVIDE HANGER ASSEMBLY THAT PREVENTS UPWARD MOVEMENT OF THE PIPE ESFR EARLY SUPPRESSION FAST PRV PRESSURE REDUCING VALVEi.1.1 Z RESPONSE RD RETURN DUCT Cli) MINIMUM OF 48 HOURS IN ADVANCE BEFORE PROCEEDING WITH THIS WHEN ARMOVER LENGTH EXCEEDS 12—INCHES AND SYSTEM STATIC PRESSURE 0 0 U WORK. 10.FORWARD COMPLETED CONTRACTOR MATERIAL TEST CERTIFICATES TO AT THE SPRINKLER EXCEEDS 100 PSI. PROVIDE HANGER WHEN ARMOVER ETR EXISTING TO REMAIN REV REVISION y. THE OWNER. LENGTH EXCEEDS 24—INCHES AND SYSTEM STATIC PRESSURE AT THE FHC FIRE HOSE CABINET SD SUPPLY DUCT EL I < 8. REMOVE ALL UNUSED AND DEMOLISHED EQUIPMENT AND ASSOCIATED MATERIALS FROM SITE. ABANDONING UNUSED PORTIONS WILL NOT BE 11.REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. SPRINKLER DOES NOT EXCEED 100 PSI. FP FIRE PROTECTION SF SQUARE FEET 3: ACCEPTABLE. ARRANGEMENT SHOWN IS SCHEMATIC. MODIFY TO SUIT CONDITIONS AND MEET GC GENERAL CONTRACTOR TIP TYPICAL oL C� 9. AVOID DAMAGING EXISTING SURFACES AND EQUIPMENT TO REMAIN FOR APPLICABLE CODE REQUIREMENTS. GPM GALLONS PER MINUTE UL UNDERWRITERS LABORATORIES, I O JB JUNCTION BOX INC. CL NEW INSTALLATION. REPAIR ANY DAMAGE CAUSED DURING WORK AT NOV)�/ MAX MAXIMUM UNO UNLESS NOTED OTHERWISE EXTRA COST TO THE OWNER. CONCEALED SPRINKLER MIN MINIMUM V VOLT(S) I 10. SEAL ALL PENETRATIONS THROUGH FLOORS,WALLS,CEILINGS AND 0 NO SCALE N jA NOT APPLICABLE WP WEATHERPROOF Lo ROOFS WHERE FIRE SPRINKLER COMPONENTS ARE REMOVED AND WHERE THE EXISTING PENETRATION IS NOT USED FOR THE NEWI INSTALLATION. REPAIR SURFACES TO MATCH ADJACENT AREAS. in cn 11. FIRE SPRINKLER SYSTEM(S)NOT ASSOCIATED WITH THE DEMOLITION SHALL BE LEFT IN SERVICE AS APPLICABLE. Consultants: 12. VERIFY THAT EXISTING EQUIPMENT TO REMAIN IS OPERATING PROPERLY. NOTIFY THE ARCHITECT,ENGINEER AND/OR OWNER OF ANY DAMAGED STRUCTURAL ENGINEER AND/OR MALFUNCTIONING COMPONENTS. Murphy Burr Curry, Inc. 13.ALL SYSTEMS TO BE LEFT IN SERVICE PRIOR TO THE END OF EACH 85 Second Street . -WORKDAY. San Francisco, CA 94105 • TEL: 415.546.0431 WATER SUPPLY INFORMATION WATER SUPPLY INFORMATION IS NOT AVAILABLE AT THIS TIME. CONTRACTOR SHALL OBTAIN CURRENT WATER SUPPLY INFORMATION PRIOR TO BID SUBMITTAL. HENDERSON ENGINEERS""=_ 150 WEST 36TH STREET,FLOOR 4 NEW YORK,NY 10018 TEL 212 413 8400 FAX 212 413 8401 www.hei-eng.cem 1650004180 end E 10 G N Q aNo. Date N 9 ... ... ... ... .... to !C! h- O PT N cr O • 6. ago b 6 0 co 2u- ;i:0LL c 0 8 Issue Note: O BID/PERMIT SET 0 ro 04/05/2017 Project ID: PORTLAND Drawn to By: En - HEI Review By: HEI 5 Plot 04/05/2017 g Date: o. Sheet Title: E IT REFERENCE ONLY FIRE SPRINKLER 2 NOT APPROVED WITH THIS PERMIT LEGEND, D ETALS, AND NOTES O N E ta Z : ., /4 4-----) GOR119G&STRAJA ARCHITECTS -,i 729 Heinz Avenue, Suite 1 OFIRE SPRINKLER PLAN NOTES: Berkeley, CA 94710 510 / 848-0895 1. DO NOT ROUTE SPRINKLER PIPING ABOVE ELECTRICAL PANELS. FAX 510 / 848_0897 2. PROVIDE 18 INCHES OF CLEARANCE BETWEEN SPRINKLER AND STORAGE. / Project: 0 CLLLJ Q o N C� 0 LACD � z CZ 0 W Q /- 0—40 . CI r .c=lr: cr="--tt — — — —� —.cc=r ,' - 1=7 r7 I- Z pm- am a _ • • / \ L1 / \ / \ / \ - um O Q U O 0 0 0 0 O 0 0 0 0 0 0 1 W 1i cn CK • , ,.1 o SP o 0 0 11 :, -- O o [ O O ' I r-) � I0-- III 1 _.'" CY)1 1 I .k I P Consultants: D _1:11 - 0 L] STRUCTURAL ENGINEER it- I ril Murphy Burr Curry, Inc. - I 1 f 85 Second Street San Francisco, CA 94105 sTo- GE i 0 0 o Ia 0 \ o \ 1—...=. =91 TEL: 415.546.0431 1 0-1 I 4ALES AREA 0 SP I O ,• 101 . /o EC _1:1 1 HENDERSOH 1 ____i:1 I • MENGINEERSV -- .\ 1 , ..... 1 . i T/ / x(71 /i r ;f �� 1 150 WEST 36TH STREET,FLOOR 4 „„ i �— MEM ril 1 ; i0 �� H O O I [I NEW YORK,NY 10016 h / } TEL 212 413 8400 FAX 212 413 8401 O 1 ` www.hei-eng.com —� :,_________) I O I O O 1 - 1650004180 • • • 1 ! o ,./.: o — 0 III . . . • i I o • MI' . •____ r# r . N - /- _, 0 iii. 17 // j•lt ii 1 i / / Sii / in , .i II o SI' 1F I • o • o o / \ o 0 • RE,.K Roo�O r • ) 106 ' r ,_ O - - O ) III 0 [=_K! i ! r 0 0 0 0 o O o — — 0 h • • sYs /-. _ 1 Imo-- I ! N 7 r'''''''b'b'' ''''''"'''''''""7:""ri C- I. / 109 _ 1 _ �� . \ 7--- j:n F—F1P1_01.E-. 1 .... \\ . _....__..._...._...____.... ,,, a ` o I No. Date • THR( M F ,0 ` ' / . \ 104 I CLO T• \ 13' / ll 7�• 105 1 il , 7 ______ _ _.— D OD OD 0 O Issue Note: is BID/PERMIT SET 0 04/05/2017 Project ID: PORTLAND Drawn HEI 0 Review By: NEI FIRE SPRINKLER PLAN -'° Plot Date: 042017. / / . 01/4"=1 '-0" „ IMP . SCALE: 1/4"-1'-0„ • IP Sheet Title: a N z FIRE SPRINKLER REFERENCE ONLY 4 NOT APPROVED WITH THIS PERMIT FLOOR PLAN WWI AND NOTES 4 Si a Sheet No.: Zjn E J of IA FS1 . 'l a .5 ., j TENANT SHALL USE LANDLORD APROVED SPRINKLER CONTRACTOR FOR ALL SPRINKLER WORK AT TENANT EXPENSE. z 1 ti=`` , 15C: AUTOMATIC SPRINKLER SYSTEM The Contractor shall determine the type and location of seismic bracing required for the !' ` Where required by the AHJ,Contractor is responsible for obtaining a professional engineer or L. SYSTEM DESIGN mechanical,electrical,and plumbing elements shown on the drawings based on the // � 1. GENERAL INSTRUCTIONS NICET stamp and signature on their shop drawing submittal.The Engineer is not responsible established seismic criteria,the size and weight of the supported element and the distance G Q1tN'i &S T R JA ARCHITECTS and will not provide this. Contractor shall verify design criteria and rating hazards with the Owner's Insurer prior to from structure of the supported element. \ ' A. GENERAL REQUIREMENTS Submittals and shop drawings shall not contain the firm name,logo,seal,or signature of the designing the system.Waterflow and pressure test data shall be acquired before system iscalculated and be dated not more than 12 months prior to the submittal of sprinkler shop The Contractor shall submit the following shop drawing information to the AHJ and the Engineer.They shall not be copies of the work product of the Engineer.If the Contractor drawings.Arrangements for and cost of flow tests shall be the responsibility of the Contractor. Engineer for review and approval: Requirements under Division 01 and the general and supplementary conditions of these desires to use elements of such product,refer to paragraph"Electronic Drawing Files"for 1. Seismic analysis listing all applicable seismic design criteria. 729 Heinz Avenue, Suite 1 specifications shall apply to this section and division.Where the requirements of this section procedures to be used. Submit hydraulic calculations and plan,including a supply and demand graph;all hydraulic 2. Descriptive catalog data of seismic bracing materials. and division exceed those of Division 01,this section and division take precedence.Become reference points and area of application shall appear on the plan.Contractor shall verify with 3. Shop drawings showing bracing type and location. Berkeley, CA 94710 thoroughly familiar with all its contents as to requirements that affect this division,section,or Separate submittals according to individual specification sections.Illegible submittals will be Al-IJ any minimum safety factor requirements.Demand shall not be less than 10 percent 4. Installation details of all bracing used. both.Work required under this division includes all material,equipment,appliances, rejected and returned without review.Shop drawings shall be produced using Computer Aided below the supply at the demand point. 5. Calculations showing that the seismic restraints meet the seismic requirements. 51 O / 848-0895 transportation,services,and labor required to complete the entire system as required by the Design.Hand drawn documents will not be reviewed or approved. Catalog data shall be Shop drawings and calculations shall be signed and sealed by a registered professional FAX 510 1 848-0897 drawings and specifications,or reasonably inferred to be necessary to facilitate the function of properly bound,identified,indexed and tabbed in a 3-ring binder.Each item or model number Protect entire area with a wet-type sprinkler system designed in accordance with NFPA 13 engineer,licensed in the state of the project and employed by the manufacturer of the seismic each system as implied by the design and the equipment specified. shall be clearly marked and accessories indicated.Label the catalog data with the equipment unless noted otherwise.Design system for Ordinary Hazard Group 2,0.20 gpm/SF over the bracing products.Calculations shall include dead loads,static seismic loads and capacity of _______----"`"--- identification •• „• -•, .,,- identification acronym or number as used on the drawings and include performance curves, hydraulically remote 1500 SF area.Include minimum 250 gpm hose allowance added at the materials utilized for connections. Q The specifications and drawings for the project are complementary,and any portion of work capacities,sizes,weights,materials,finishes,wiring diagrams,electrical requirements and base of riser. Project: M described in one shall be provided as if described in both.In the event of discrepancies,notify deviations from specified equipment or materials.For equipment with motor starters or VFDs, Seismic bracing,restraints,isolators,and isolation materials shall be of the same Cr the Engineer and request clarification prior to proceeding with the work involved. include short circuit current ratings.Mark out inapplicable items.Shop drawings will be Protect mechanical,electrical,and storage areas/rooms with a wet-type sprinkler system manufacturer and shall be certified by the manufacturer.Approved manufacturers are: returned without review if the above mentioned requirements are not met. designed in accordance with NFPA 13.Design system for Ordinary Hazard Group 1,0.15 Amber/Booth Company,Inc.,B-Lineffolco,Kinetics Noise Control,Inc.,Loos&Company, Drawings are graphic representations of the work upon which the contract is based.They gpm/SF over the hydraulically remote 1500 SF area or entire area,whichever is smaller. Inc.,Mason Industries,Inc.,Uni-strut,or Vibro-Acoustics.Each device shall have a W show the materials and their relationship to one another,including sizes,shapes,locations, Provide the quantity of submittals required by Division 01.If not indicated and hard-copy sets Include minimum 250 gpm hose allowance added at the base of riser. pre-approval number from California OSHPD or other recognized government agency showing I Ct and connections.They convey the scope of work,indicating the intended general arrangement are provided,submit a minimum of six(6)copies.Refer to Division 01 for acceptance of maximum restraint ratings. . of the systems without showing all of the exact details as to elevations,offsets,control lines, electronic submittals for this project.For electronic submittals,Contractor shall submit the The Contractor shall be fully responsible for the hydraulic calculations,the final system design, 1� and other installation requirements.Use the drawings as a guide when laying out the work and documents in accordance with the procedures specified in Division 01.Contractor shall notify and the layout of all components of the system as required for approval by the Owner's Insurer Seismic bracing measures to be applied to mechanical,electrical,and plumbing ® D ! N to verify that materials and equipment will fit into the designated spaces,and which when the Architect and Engineer that the submittals have been posted.If electronic submittal and the AHJ. equipment/systems shall be installed in strict accordance with all applicable local,state,and/or0 r" installed per manufacturers'requirements,will ensure a complete,coordinated,satisfactory, procedures are not defined in Division 01,Contractor shall include the website,user name and federal codes as well as manufacturer's requirements.The most stringent criteria shall apply. I 1') _ and properly operating system. password information needed to access the submittals.For submittals sent by e-mail, The Contractor shall be fully responsible for coordinating system layout with other contractors. All anchor connections to structure for support of mechanical and electrical equipment, r` Iv - - Contractor shall copy the designated representatives of the Architect and Engineer.Contractor Changes to system design due to lack of coordination shall be paid for by this Contractor. regardless of the need for seismic restraints,shall be shown on shop drawings. till Refer to Division 15B Plumbing for additional requirements that apply to this installation that shall allow the Engineer review time as specified above in the construction schedule. are not written herein. Contractor shall submit only the documents required to purchase the materials and/or Designs requiring cutting of structural members for passage of sprinkler pipes or hangers shall 0 r) equipment in the electronic submittal. not be accepted.When design appearance or similar aspects require cutting due to economy, C. PENETRATIONS Z i O Et B. DEFINITIONS it shall be held to an absolute minimum and done only with the Architect and Structural ^ The checking and subsequent approval of such shop drawings by the Engineer shall not Engineers written approval.Anyexcessive requirements of this type shall be identified duringSeal all fire protection floor,wall and roof penetrations watertight and weathertight.Caulk 1--- t„J Furnish:"to supply and deliver to the project site,readyfor unloading,unpacking,assemb , relieve the Contractor from responsibility for errors in dimensions,details,size of members, the bid period. PP q YP around fire penetrations with 3M CP-25,orapproved e ual fire barrier caulk I `..J PP Y 9assembly, P protectionq � A-- installation installation and similar operations." quantities,omissions of components or fittings;coordination of electrical requirements;or for (thickness as required and recommended by manufacturer)to maintain fire resistance rating Cg I- I Z I «. coordinating items with actual building conditions.Proceed with the procurement and Sprinkler spacing shall conform to NFPA 13.Extended coverage sprinklers shall not be used of fire-rated assemblies. �/ _ Install:"to perform all operations at the project site including,but not limited to,the actual installation of equipment only after receiving approved shop drawings relative to each item. in unfinished(shell)spaces. 1.1_ T unloading,unpacking,assembling,erecting,placing,anchoring,applying,working to D. TESTING AND ACCEPTANCE �_t/.1_ W z dimension,finishing,curing,protecting,cleaning,testing,commissioning,starting up and G. ELECTRONIC DRAWINGS The hydraulic area of operation shall not be reduced as allowed by NFPA 13 for areas utilizing tin CD t/) 0 similar operations,complete,and ready for the intended use." quick response sprinklers. Complete the automatic fire sprinkler system,as soon as possible,when building construction f Q In preparation of shop drawings or record drawings,Contractor may,at his option,obtain allows.Following system installation,Place the system in service.After the system has been4 uJ,- n Provide:'to furnish and install,complete and ready for the intended use.' electronic drawing files in AutoCAD or DXF format on CD-ROM disk,DVD disk,flash drive,or 2. MATERIALS AND INSTALLATION placed in service for continuous use,water charges,if any,will be paid by Owner. t� ,17,7direct download,as desired,from the Engineer for a fee of$200 for a drawing set up to 12 f 11 Lo by Owner(or Owner-Furnished)or Furnished by Others:"an item furnished by the sheets and$15 per sheet for each additional sheet.Contact the Architect for written A. PRODUCTS Upon completion of the systems installation,and prior to acceptance by the Engineer and V J Owner or under other divisions or contracts,and installed under the requirements of this authorization and Engineer for the necessary release agreement form and to specify shipping Owner,this Contractor shall make general operating tests to demonstrate that all equipment division,complete and ready for the intended use,including all items and services incidental to method and drawing format.In addition to payment,written authorization from the Architect and systems are in proper working order,and are functioning in conformance with the intent of V rn 1 Cl- the work necessary for proper installation and operation.Include the installation under the and release agreement from the Engineer must be received before electronic drawing files will All fire protection system components shall be Underwriter's Laboratories listed for their the drawings and specifications. warranty required by this division.' be sent. intended use. I Test above ground piping in accordance with NFPA 13.Hydrostatically test all sprinkler piping 1I to . Engineer:Where referenced in this division,'Engineer'is the Engineer of Record and the H. RECORD DRAWINGS(AS-BUILT DRAWINGS) B. PiPING AND COMPONENTS at a minimum pressure of 200 psi for a minimum 2-hour period of time.Correct any faulty or 00 Design Professional for the work under this division,and is a consultant to,and an authorized leaking joints and pipe.The use of any substance or material added to the water to correct representative of the Architect,as defined in the General and/or Supplementary Conditions. During progress of the work in this division,Contractor shall maintain an accurate record of all Sprinkler piping 2 1/2 inch and larger shall be Schedule 10 or Schedule 40 black steel. leaks shall not be permitted.Caulking of defective joints,cracks or holes shall not be I is When used in this division,Engineer means increased involvement by and obligations to the Sprinkler piping 2 inch and smaller shall be Schedule 40.Pipes shall have welded,threaded, changes made during the installation of the system.Upon completion of the work,accurately permitted.Repeat tests after defects have been eliminated.Perform all tests in the presence 0) Engineer,in addition to involvement by and obligations to the Architect. transfer all record information to three identical sets of the approved shop drawings.insert one or mechanically joined fittings,based on the pipe material and size per NFPA 13 requirements, of the AHJ and/or the Owner's authorized representative. ... ... ... ... .... set into each copy of the manual described below. AHJ: The local code and/or inspection agency(Authority)Having Jurisdiction over the work. Acceptable alternatives to Schedule 10 and Schedule 40 pipe shall be manufactured to Upon completion of each phase of the installation,test each system in conformance with local Consultants: standards recognized by NFPA 13.Pipe shall have a corrosion resistance rating of 1.0 or See Division 01 and General Conditions for additional information. code requirements.Furnish all labor and equipment required to properly test all sprinkler NRTL:Nationally recognized testing laboratory,as defined and listed by OSHA in 29 CFR greater.Crimp-type couplings are not permitted.Threadable thinwall pipe with corrosion equipment installed under this contract.Assume all costs involved in making the tests and STRUCTURAL ENGINEER 1910.7(e.g.,UL,ETL,CSA),and acceptable to the AHJ over this project.Nationally I. OPERATION AND MAINTENANCE INSTRUCTIONS resistance rating less than 1.0 is not permitted. repair and/or replace all damage resulting therefrom. recognized testing laboratories and standards listed are used only to represent the Murphy Burr Curry, Inc. characteristics required and are not intended to restrict the use of other NRTLs that are All piping on the exterior of the building and/or exposed to the elements shall be externally Notify the Architect and the AHJ three 3 workingdays prior to making sprinkler system tests. 85 Second Street acceptable to the AHJ and standards that meet the specified criteria. During the course of construction,collect and compile a complete brochure of equipment galvanized. ( ) y P g P y - - P P furnished and installed on this project.Include operational and maintenance instructions, Concealed work shall remain uncovered until the required tests are complete.Portions of the San Francisco, CA 94105 manufacturers catalog sheets,wiring diagrams,parts lists,approved submittals and shop work may be concealed if approved by the AHJ or if necessary due to construction procedure. TEL: 415.546.0431 The terms"approved equal","equivalent",or"equal"are used synonymously and shall meanC. SPRINKLERS "accepted by or acceptable to the Engineer as equivalent to the item or manufacturer drawings,warranties,and descriptive literature as furnished by the equipment manufacturer. Include an inside cover sheet that lists the project name,date,Owner,Architect,Engineer, E. INSTRUCTIONS specified'.The term"approved"shall mean labeled,listed,or both,by an NRTL,and General Contractor,Sub Contractor,and an index of contents. Sprinklers in areas with gypsum board ceilings shall be one of the following: - acceptable to the AHJ over this project. 1. Fully concealed type with white cover plates. After completion of all installation,tests,etc.,and prior to the final acceptance date,instruct Submit three copies of literature bound in approved binders with index and tabs separating the building Owner and his selected personnel in the operation of the sprinkler system.Include C. PREBID SITE VISIT equipment types to the Architect,for Engineer's review,at the termination of the work.Paper Sprinklers in areas with suspended acoustical ceilings shall be one of the following: in the training the procedure to conduct quarterly main drain tests as required by NFPA 25. 1. Fully concealed type with white cover plates. clips,staples,rubber bands,loose-leaf binding,and mailing envelopes are not considered Special care shall be taken to make sure the building personnel will immediately recognize Prior to submitting bid,visit the site of the proposed work and become fully informed as to the approved binders.Final approval of systems installed under this contract shall be withheld whether the main valve is in an open position,know how to drain the system,and know how to conditions under which the work is to be done.Failure to comply with this requirement shall until this equipment brochure is received and deemed complete by the Architect and Engineer. Sprinklers in areas with exposed piping may be pendent or upright types with rough brass test the system.The building personnel shall also be made familiar with the existence and not be considered sufficient justification to request or obtain extra compensation over and Instruct workmen to save required literature shipped with the equipment itself for inclusion in finish. contents of the System Manual described in the Operation and Maintenance section of this above the contract price. this brochure. specification. Provide quick response sprinklers in all light hazard areas. H E��E�S D. MANUFACTURERS Literature shall contain the following items: END OF SECTION 15C ON 1. Identification clearly visible on or through the cover,the name of the project,and D. SERVICE ENTRANCE EN G i N E E R S.4 • in other articles where lists of manufacturers are introduced,subject to compliance with description"Fire Sprinkler System Manual". requirements,provide products by one of the manufacturers specified. Provide a printed sheet giving brief instructions regarding control,emergency procedure and 2. Neatly typed index at front with all emergency information clearly identified. other data as required by NFPA next to the sprinkler riser.Protect sheet with glass or a 150 WEST 36TH STREET,FLOOR 4 Where a list is provided,manufacturers are listed alphabetically and not in accordance with transparent plastic cover.Permanently attach a placard indicating the location and basis of NEW YORK,NY 10018 any ranking or preference. 3. Complete list of all system components with manufacturer's names,catalog numbers, design(discharge density and system demand)to the riser for hydraulically designed systems. TEL 212 413 8400 FAX 212 413 8401 and all data for ordering parts. www.hei-eng.com Where manufacturers are not listed,provide products subject to compliance with requirements Provide all control valve supervisory switches,waterflow alarm switches,and sprinkler system 1650004180 from manufacturers that have been actively involved in manufacturing the specified product 4. One copy of the record drawings as described above. equipment panels requiring interconnection to the fire alarm system.Provide a line seizure for no less than 5 years. type automatic dialer(Ademco or equal)and related telephone wiring for remote monitoring of 5. All information required to secure emergency repairs or service. fire sprinkler alarm devices and operation of the notification appliance. E. COORDINATION 6. Test reports and certificates including"Contractor's Material and Test Certificate(s)for 3. EXECUTION Coordinate the connection of the fire sprinkler alarm devices to the fire alarm system or as Underground Piping"and"Contractor's Material and Test Certificate(s)for Above Ground required. Piping'as described in NFPA 13. A. PIPING AND FINISHES Coordinate work with that of other trades so that the various components of the systems are Refer to Division 01 for acceptance of electronic manuals for this project.For electronic Conceal piping in areas having ceilings,other than the underside of the roof deck.Piping in installed at the proper time,will fit the available space,and will allow proper service access to manuals,refer to paragraph"Submittals"for requirements. areas without ceilings may be exposed but kept at a minimum distance from the deck.All those items requiring maintenance.Components installed without regard to the above shall be piping shall be clean and free of rust.Install system such that all piping is rigidly secured and • relocated at no additional cost to the Owner. J. WARRANTIES supported.All ductwork,lights,structural members and main runs of piping shall take precedence over sprinkler piping.Cutting of structural members for passage of sprinkler pipes F. SUBMITTALS Warrant each system and each element thereof against all defects due to faulty workmanship, or hangers shall not be permitted.All horizontal piping in ceiling space shall be at an elevation design,or material for a period of 12 months from date of Substantial Completion,unless above the top of light fixtures and air outlets to allow for access to light fixtures and air outlets Assemble and submit for review shop drawings,material lists,manufacturer product literature specific items are noted to carry a longer warranty in the construction documents or without removing horizontal piping.Route all sprinkler piping and provide all offsets,bends, for equipment to be furnished,and items requiring coordination between contractors under this manufacturer's standard warranty exceeds 12 months.Remedy all defects,occurring within and elbows around all mechanical,electrical,and structural members as required. "' •" "" contract.Provide submittals in sufficient detail so as to demonstrate compliance with these the warranty period(s),as stated in the General Conditions and Division 01. Contract Documents and the design concept.Prior to transmitting submittal,verify that the Where exposed piping passes through finish work,install chrome plated(or other finish - equipment submitted is mutually compatible and suitable for the intended use,will fit the Warranties shall include labor and material,including travel expenses.Make repairs or acceptable to the architect)split wall plates or escutcheons to fit snugly around the piping. available space,and maintain manufacturer recommended service clearances.If the size of replacements without any additional costs to the Owner,and to the satisfaction of the Owner, Provide at each penetration to assure effectiveness of construction as a fire stop where piping equipment furnished makes necessary any change in location or configuration,submit a shop Architect,and Engineer. is concealed or installed in unfinished areas. drawing showing the proposed layout. Perform the remedial work promptly,upon written notice from the Engineer or Owner. All openings for piping shall be anticipated and indicated on the approved shop drawings.Any Transmit submittals as early as required to support the project schedule.Allow for two weeks additional cutting of openings must have the written approval of the Architect. Engineer review time,plus to/from mailing time via the Architect,plus a duplication of this time At the time of Substantial Completion,deliver to the Owner all warranties,in writing and for resubmittal if required.Only resubmit those sections requested for resubmittal. properly executed,including term limits for warranties extending beyond the one year period, Route piping parallel to major building lines. each warranty instrument being addressed to the Owner and stating the commencement date Submittals shall contain the project name,applicable specification section,submittal date, and term. Installation shall allow for suitable drainage of system to meet with the approval of the AHJ. . g equipment identification acronym as used on the drawings,and the Contractor's stamp.The Provide access panels as required.All drain locations requiring access panels shall be E stamp shall certify that the submittal has been checked by the Contractor,complies with the K. SCOPE approved by the Architect prior to installation. p drawings and specifications,and is coordinated with other trades.Manufacturer product Q literature shall include shop drawings,product data,performance sheets,samples and other Provide a wet-pipe,automatic fire sprinkler system for the area of work as shown on the Sprinklers in suspended ceilings shall be not less than 6-inches from the grid in all directions. submittals required by this division.Highlight,mark,list,or indicate the materials,performance drawings.Contractor shall be approved and state licensed for design and installation of fire a. criteria,and accessories that are being proposed.General product catalog data not protection systems.The work done under this section shall be performed only by a Contractor B. SEISMIC CONTROLS FOR MEPF SYSTEMS No. Date 01 specifically noted to be part of the specified product will be rejected and returned without whose workmen are experienced and regularly engaged in the installation of fire protection Seismic Protection Criteria: - L0 review. systems.Contractor shall be capable of preparing hydraulic calculations and system layouts. Risk/Occupancy Category: III C0 Site Soil Category: Contractor's Seismic Engineer to Determine. G Shop drawings shall meet the requirements of NFPA 13 for working level drawings and shall Provide all fire sprinkler alarm devices including waterflow alarm and valve tamper switches Seismic Design Category: Contractor's Seismic Engineer to Determine. ry r- include the following: for all system control valves.Coordinate all wiring and conduit for a complete and functional Component Importance Factor: Determined from ASCE 7-2010. a installation. 1. Working plans per NFPA 13,including layout drawings of the complete overhead The Contractor shall be responsible for determining the requirements for seismic bracing of a. sprinkler system that indicates the relationship of sprinkler piping and sprinklers to all other System shall,at a minimum,be in accordance with the latest edition of NFPA 13,Underwriters Y mechanical,electrical,and plumbing systems.Seismic protection criteria used to determine of overhead items,including ceiling grid and tiles,light fixtures,diffusers,registers,grilles, Laboratories(UL),and must be acceptable to the Owner's Insurer,the AHJ,and all applicable seismic bracing requirements of all mechanical,electrical and plumbing systems shall be Aductwork,structure,soffits,obstructions,etc.Location of risers,piping,etc.,shall be as local,state and national codes and standards.Where the contract documents exceed the determined by the applicable code adopted in the project jurisdiction.Where not already Ninconspicuous as possible and shall fulfill all functional requirements.System design requirements of the referenced codes,standards,etc.,the contract documents shall take determined within the contract documents,the Contractor shall be responsible for contracting o capabilities and demand shall also be noted on the drawings. precedence. a licensed professional engineer to establish building site class,seismic design category, a- seismic zone or any other criteria necessary to determine the requirements for seismic bracing 0 2. Complete details and sections as required to clearly define and clarify the design, Work shall include,but shall not necessarily be limited to the following: on mechanical,electrical and/or plumbing systems. a including a materials list describing all proposed materials by manufacturers name and Issue Note: catalog number. 1. Design and installation of a complete wet-pipe,automatic fire sprinkler system for the Seismic bracing of fire protection systems shall be installed in strict accordance with the I". area of work shown on the drawings or specified herein. provisions of NFPA 13(2010 or later edition). 3. Hydraulic calculations. BID/PERMIT SET 0 2. Portions of systems subject to freezing or temperatures below 40 degrees F shall be m4. Product data for all fire sprinkler system components.Clearly indicate components to protected against freezing as required by NFPA 13.The Contractor shall be responsible for O be used where multiple components appear on the same cut sheet. repairs and all costs incurred from damage caused by freezing of the fire protection system. m 04/05/2017 a Project ID: PORTLAND Drawn HEi co By: O Review By: HEI y Plot 04/05/2017 Date: .. ... O Sheet Title: N E cp FIRE SPRINKLER z . a ro REFERENCE ONLY SPECIFICATIONS 0 NOT APPROVED WITH THIS PERM T u) Sheet No.: U) -J3 CU - - . 2 - S 2 • 1 2• 9� • L Y 1 ✓ 'c 3 m z . / GENERAL NEW NOTES: MECHANICAL SYMBOLS ` s 1. PRIOR TO SUBMITTING BID,VISIT THE JOB SITE AND BECOME FULLY ACQUAINTED 3._ WITH THE EXISTING CONDITIONS OF THE PROJECT. REVIEW THE GENERAL NOTES, G O N,G&S T RA J A ARCHITECTS SPECIFICATIONS AND OTHER DRAWINGS FOR ADDITIONAL REQUIREMENTS WHICH MAY NOTE: THIS ISA MASTER LEGEND AND NOT ALL SYMBOLS, ETC.ARE I +/ NOT BE SPECIFICALLY CALLED OUT IN THIS PORTION OF THE CONSTRUCTION NECESSARILY USEd ON THE DRAWINGS. DOCUMENTS. NOTIFY ARCHITECT, ENGINEER AND/OR OWNER OF CONFLICTS OR ABBREVIATIONS DISCREPANCIES PRIOR TO SUBMISSION OF BID. AFF ABOVE FINISHED FLOOR MC MECHANICAL CONTRACTOR 729 Heinz Avenue, Suite 1 2. EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS AND SITE VISITS AND BAS BUILDING AUTOMATION SYSTEM MIN MINIMUM Berkeley, CA 94710 MAY NOT REFLECT EXACT"AS-BUILT"CONDITIONS. FIELD VERIFY EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL BIDS.COORDINATE NEW WORK AND BD BACKDRAFT DAMPER NC NOISE CRITERIA 510 / $48_0895 DEMOLITION WITH OTHER DISCIPLINES AND EXISTING CONDITIONS PRIOR TO CFM CUBIC FEET PER MINUTE OA OUTSIDE AIR FAX 510 / 848-0897 CONSTRUCTION. DDC DIRECT DIGITAL CONTROL RA RETURN AIR DX DIRECT EXPANSION SA SUPPLY AIR ,,, ... ,,, ,,, .... 3. COORDINATE THE INSTALLATION OF THE MECHANICAL SYSTEMS WITH OTHER TRADES EA EXHAUST AIR SD SMOKE DUCT DETECTOR Project: TO ENSURE A NEAT AND ORDERLY INSTALLATION. INSTALL DUCTWORK AND PIPING ETR EXISTING TO REMAIN TFA TO FLOOR ABOVE .. AS TIGHT TO STRUCTURE AS POSSIBLE. COORDINATE WITH OTHER TRADES TO AVOID I 0 COORDINATE INSTALLATION OF DUCTWORK AND PIPING TO AVOID FFA FROM FLOOR ABOVE TFB TO FLOOR BELOW CC CONFLICTS WITH ELECTRICAL PANELS, LIGHTING FIXTURES, ETC. ANY MODIFICATIONS FFB FROM FLOOR BELOW TYP TYPICAL LL. REQUIRED DUE TO LACK OF COORDINATION WILL BE THE RESPONSIBILITY OF THE GPM GALLONS PER MINUTE UNO UNLESS NOTED OTHERWISE W CONTRACTOR AT NO EXTRA COST TO THE OWNER. IN WC INCHES OF WATER COLUMN W/ WITHCC MAX MAXIMUM W/O WITHOUT I 4. WHERE SHUTDOWN OF EXISTING SYSTEMS IS REQUIRED DURING NEW WORK, MBH 1000 BTU PER HOUR ® CO COORDINATE SHUTDOWN TIME AND DURATION WITH THE OWNER TO MINIMIZE DOWNTIME. NOTIFY OWNER SEVEN(7)DAYS PRIOR TO INTERRUPTION OF SERVICE. STANDARD MOUNTING HEIGHTS 0 d I ,,s, tV CV 5. DURING INSTALLATION OF NEW WORK,AVOID DAMAGING EXISTING SURFACES AND MECHANICAL (AFF,AFG,UNLESS NOTED OTHERWISE) tin i U) EQUIPMENT TO REMAIN. REPAIR DAMAGE CAUSED DURING CONSTRUCTION AT NO EXTRA COST TO THE OWNER. THERMOSTATS(USER ADJUSTABLE)(TOP OF DEVICE) 48" 0)Zr Z ax CONTROLS(TOP OF DEVICE) 48" G• o W cc 6. PROVIDE TEMPORARY BARRIERS TO CONTAIN DUST AND DEBRIS RESULTING FROM THE LW PERFORMANCE OF THE WORK TO THE AREA WHERE WORK IS BEING PERFORMED. HVAC EQUIPMENT & DUCTWORK -1 I F" M0 7. ALL MECHANICAL EQUIPMENT SHOWN ON THE MECHANICAL PLANS SHALL BE NOTE: ALL DUCT DIMENSIONS SHOWN ON DRAWINGS ARE INSIDE DIMENSIONS. C111Ill � Z PROVIDED BY THE MECHANICAL CONTRACTOR UNLESS OTHERWISE NOTED. SEE SECTION 15250 OF THE SPECIFICATION FOR DUCTWORK TO I 7 0 RECEIVE INSULATION OR LINER. = W L • 8. NEW MECHANICAL EQUIPMENT, DUCTWORK AND PIPING ARE SHOWN AT (/) U < APPROXIMATE LOCATIONS. FIELD MEASURE FINAL DUCTWORK AND PIPING EXISTING DUCTWORK OR EQUIPMENT TO REMAIN LOCATIONS PRIOR TO FABRICATION AND MAKE ADJUSTMENTS AS REQUIRED TO FIT _ _ ^ a' I Q Q J THE DUCTWORK AND PIPING WITHIN THE AVAILABLE SPACE. VERIFY THAT FINAL _ _ _ EXISTING DUCTWORK OR EQUIPMENT TO BE REMOVED > CL I- EQUIPMENT LOCATIONS MEET MANUFACTURER'S RECOMMENDATIONS REGARDING > (/') SERVICE CLEARANCE AND PROPER AIRFLOW CLEARANCE AROUND EQUIPMENT. 0 "f "° BRANCH DUCT WITH 45° RECTANGLE-ROUND BRANCH 9. REFER TO ARCHITECTURAL DRAWINGS FOR RELATED CONSTRUCTION DETAILS AS FITTING AND MANUAL VOLUME DAMPER is APPLICABLE TO THE HVAC SYSTEM. VERIFY CHASES AND PENETRATIONS SHOWN ON U) ARCHITECTURAL DRAWINGS THAT ARE INTENDED FOR DUCTWORK AND PIPING MEET Jr I,.,,o ELBOW WITH TURNING VANES REQUIREMENTS. in 10. COORDINATE LOCATION OF ROOF MOUNTED HVAC EQUIPMENT AND ROOF Jr N IN RETURN, EXHAUST, OR OUTSIDE AIR DUCT UP I Co in PENETRATIONS WITH THE ARCHITECTURAL AND STRUCTURAL DRAWINGS. a) i.`,� �� ► RETURN, EXHAUST,OR OUTSIDE AIR DUCT DOWN 11. INDOOR AIR QUALITY MEASURES: PROTECT INSIDE OF(INSTALLED AND DELIVERED) . . DUCTWORK AND HVAC UNITS FROM EXPOSURE TO DUST,DIRT, PAINT AND Jr D4 ivj SUPPLY AIR DUCT UP Consultants: MOISTURE. REPLACE INSULATION THAT HAS GOTTEN WET AT ANY TIME DURING CONSTRUCTION, DRYING THE INSULATION IS NOT ACCEPTABLE. SEAL ANY TEARS OR :x:i IN SUPPLY AIR DUCT DOWN STRUCTURAL ENGINEER JOINTS OF INTERNAL FIBERGLASS INSULATION. REMOVE DEBRIS FROM Murphy Burr Curry, Inc. CEILING/RETURN AIR PLENUM INCLUDING DUST. AN INDEPENDENT, PROFESSIONAL 85 Second Street DUCT CLEANING COMPANY SHALL VACUUM CLEAN ANY DUCTWORK CONNECTED TO Jr EQUIPMENT WITH FLEXIBLE DUCT CONNECTION San Francisco, CA 94105 HVAC UNITS THAT WERE OPERATED DURING THE CONSTRUCTION PERIOD AFTER NEW FILTERS ARE INSTALLED AND PRIOR TO TURNING SYSTEM OVER TO THE OWNER. THE TEL: 415.546.0431 INTERNAL SURFACES AND ASSOCIATED COILS OF ANY HVAC UNITS THAT WERE 10"CSD-1 300 CFM OPERATED SHALL ALSO BE CLEANED. NECK SIZE,TYPE,CFM OF SUPPLY DIFFUSER OR REGISTER 12. INSTALL DUCTWORK AND PIPING PARALLEL TO BUILDING COLUMN LINES UNLESS Jr 1 i. MANUAL VOLUME DAMPER OTHERWISE SHOWN OR NOTED. 1:1= SQUARE TO ROUND TRANSITION 13. OVERHEAD HANGERS AND SUPPORTS FOR EQUIPMENT,DUCTWORK AND PIPING SHALL BE FASTENED TO BUILDING JOISTS OR BEAMS. DO NOT ATTACH HANGERS AND Q--- DUCT MOUNTED SMOKE DETECTOR SUPPORTS TO THE ABOVE FLOOR SLAB OR ROOF EXCEPT WHERE CONCRETE INSERTS RD (SD=SUPPLY/RD=RETURN) IN CONCRETE SLABS ARE ALLOWED BY THE SPECIFICATIONS. 14. COORDINATE LOCATION OF EQUIPMENT SUPPORTS WITH LOCATION OF EQUIPMENT FD FIRE DAMPER CO2 CARBON DIOXIDE SENSOR H Eg D ERSON ACCESS PANELS/DOORS TO ENABLE SERVICE OF EQUIPMENT AND/OR FILTER FIRE SMOKE DAMPER HS HUMIDITY SENSOR El�GIl�EERS=_ REPLACEMENT. '�' ,_ 150 WEST 36TH STREET,FLOOR 4 15. COORDINATE THE EXACT MOUNTING SIZE AND FRAME TYPE OF DIFFUSERS, REGISTERS SD SMOKE DAMPER PS PULL STATION NEW YORK,NY 10018 , AND GRILLES WITH THE SUPPLIER TO MEET THE CEILING,WALL AND DUCT TEL 212 413 8400 FAX 212 413 8401 INSTALLATION REQUIREMENTS. 0VOLUME DAMPER SP STATIC PRESSURE SENSOR www.hei-eng.com • 1650004180 16. ADJUST LOCATION OF CEILING DIFFUSERS, REGISTERS AND GRILLES AS REQUIRED TO MD MOTORIZED DAMPER TS TEMPERATURE SENSOR ACCOMMODATE FINAL CEILING GRID AND LIGHTING LOCATIONS. — 17. LOCATE AND SET THERMOSTATS AND HUMIDISTATS AT LOCATIONS SHOWN ON BD BACKDRAFT DAMPER 0 HUMIDISTAT PLANS. VERIFY EXACT LOCATIONS WITH ARCHITECT PRIOR TO INSTALLATION. THERMOSTAT INSTALL DEVICES WITH TOP OF DEVICE AT MAXIMUM 48"AFF TO MEET ADA REQUIREMENTS UNLESS NOTED OTHERWISE ON PLANS. PROVIDE INSULATED BACKING FOR THERMOSTATS MOUNTED ON EXTERIOR BUILDING WALLS. INSTALL WIRING IN ANNOTATION CONDUIT PROVIDED BY DIVISION 16. AT A MINIMUM,PROVIDE CONDUIT IN THE WALL FROM THE JUNCTION BOX TO 6"ABOVE THE CEILING. O MECHANICAL PLAN CALLOUT 18. COORDINATE THE LOCATION AND ELEVATION OF WALL-MOUNTED DEVICES WITH An MECHANICAL EQUIPMENT DESIGNATION(CONTRACTOR FURNISHED PRESENTATION BOARDS, DISPLAY CABINETS,SHELVES OR OTHER COMPONENTS W AND INSTALLED UNLESS NOTED OTHERWISE) SHOWN ON THE ARCHITECTURAL DRAWINGS THAT ARE TO BE INSTALLED UNDER OTHER DIVISIONS. CONTRACTOR WILL NOT BE REIMBURSED FOR RELOCATION OF S CONNECTION POINT OF NEW WORK TO EXISTING WALL-MOUNTED DEVICES CAUSED BY A LACK OF COORDINATION. ..- .. "' .. "" DETAIL REFERENCE UPPER NUMBER INDICATES DETAIL NUMBER 19. BRANCH DUCTWORK TO AIR OUTLETS SHALL BE SAME SIZE AS OUTLET NECK SIZE ® LOWER NUMBER INDICATES SHEET NUMBER UNLESS OTHERWISE NOTED. THIS DOCUMENT IS RELEASED ak SECTION CUT DESIGNATION FOR THE PURPOSE OF 20. REFER TO SPECIFICATIONS FOR DUCTWORK AND PIPING INSULATION REQUIREMENTS. PRELIMINARY SUBMITTAL DUCT SIZES ON MECHANICAL PLANS INDICATE CLEAR INSIDE AIRFLOW DIMENSIONS, PHILLIP G. MILLER INCREASE SHEET METAL SIZES ACCORDINGLY TO ACCOUNT FOR THICKNESS OF DUCT LICENSE # 84242PE LINER. IT IS NOT TO BE USED FOR 21. FLEXIBLE DUCTWORK SHALL NOT EXCEED 5'-0"IN LENGTH AND SHALL BE INSTALLED CONSTRUCTION AND SUPPORTED TO AVOID SHARP BENDS AND SAGGING. REFER TO SPECIFICATIONS PURPOSES. FOR ADDITIONAL REQUIREMENTS. 22. PROVIDE A NEW SET OF AIR FILTERS IN UNITS PRIOR TO TESTING,ADJUSTING AND BALANCING AND BEFORE TURNING SYSTEM(S)OVER TO OWNER. No. Date Issue Note: BID/PERMIT SET 04/05/2017 ... ... ... .... Project ID: PORTLAND - Drown HEI BY: Review By: HEI Plot 04/05/2017 MI.; Sheet Title: MECHANICAL LEGEND AND REFERENCE ONLY GENERAL NOTES NOT APPROVED WITH THIS PERMIT ----------- Sheet .. ... ... ... .,..Sheet No.: MO.O I GQAtii:G&sTRAJA ARCHITECTS 729 Heinz Avenue, Suite 1 Berkeley, CA 94710 510 / 848-0895 FAX 510 1 848-0897 MECHANICAL PLAN NOTES: "' "' "' "" Project: 0 ® CEILING DIFFUSERS INSTALLED IN INACCESSIBLE CEILINGS SHALL HAVE CABLE IX OPERATED DAMPERS FOR AIR BALANCING. PROVIDE CABLE OPERATED VOLUME DAMPER BY METROPLOLITAN AIR TECHNOLOGIES MODEL RT-250 WITH EXTERNAL LL_I WORM GEAR OR YOUNG REGULATOR EQUIVALENT BUTTERFLY DAMPER WITH 270-275 CONTROLLER. DAMPER CABLE ACTUATOR SHALL BE ACCESSIBLE FOR BALANCINGCt FROM THE PLENUM OF A SLOT DIFFUSER OR THE TOP OF A SQUARE OR ROUND FACE DIFFUSER AS APPLICABLE. INSTALL VOLUME DAMPER AT LOCATION INDICATED ON D PLAN. o N ® PROVIDE BUTTON TYPE REMOTE TEMPERATURE SENSOR. COORDINATE SENSOR (l} >` (32.y REQUIREMENTS WITH CONTROL CONTRACTOR. SENSOR SHALL BE WIRED TOVI THERMOSTAT LOCATED IN MANAGER'S OFFICE. VERIFY FINAL LOCATION WITH Z -1- ARCHITECT PRIOR TO INSTALLATION. MOUNT SENSORS 4B" ABOVE FINISHED FLOOR. QO 174i CY) Ct O3 DO NOT ROUTE DUCTWORK OVER ELECTRICAL PANELS. F.-- 0 ! 0 . L.......1,,,, ._,1- Ce _I CD N-- g i_lipc=e-0=5-c=p 4=1;‘,4=1 ..c=p0=1 ..crAwL-F 4=1-40 -05bt Timg•-•0=F-t- it ® COORDINATE ROUTING OF DUCTWORK WITH LIGHT HOUSINGS, ELECTRICAL CONDUIT, I-- Z = {TYP.}(TYP.} PIPING, ETC. MAINTAIN A MINIMUM DISTANCE OF AT LEAST 3" FROM LIGHT HOUSINGS CIE 0 1 - Q AND DUCTWORK INSULATION. = LU Z + 20"0 r 1 ",�.1 -•' '[ ® COORDINATE FINAL LINEAR SLOT LOCATIONS WITH ARCHITECTURAL CEILING PLANS. 1.4 0- cr) o .....r Q I ® HEAVY LINE INDICATES A CONTINUOUS LINEAR SLOT DIFFUSER FOR SUPPLY/RETURN .;t -4- 7 AIR. PLENUM SERVES LINEAR SLOT DIFFUSER FOR SUPPLY AIR. UNUSED PORTIONS CL 171; (f) b 15"� ='1 OF THE SLOT SHALL BE USED FOR RETURN. ALL VISIBLE INTERIOR SURFACES OF THE Q RG - - 68.01 SLOT SHALL BE FLAT BLACK AND SHALL BE COVERED WITH A FIELD-FABRICATED Q_ RETURN AIR LIGHT SHIELD. U) ^` _ - - 200PSD1 _ rilF1 -LSD10, 10 O PROVIDE THERMOSTAT WIRED TO REMOTE TEMPERATURE SENSOR IN THE SALES AREA FOR FPB-1. VERIFY FINAL LOCATION WITH ARCHITECT PRIOR TO INSTALLATION. CO 8 PROVIDE MINIMUM 0.5 INCH DOOR UNDERCUT FOR TRANSFER AIR PATH. ] /1 0 . �_ ri OLO OLINEAR SUPPLY PLENUM SHALL BE LOCATED BETWEEN EXISTING STRUCTURAL TRUSSES.F�) � • '.• © _ I Isl %;t Milli (TYP.)(TYP.} 94 10 LENGTH OF LINEAR SLOT SHALL MEET MINIMUM INDICATED LENGTH, EXTEND TO MATCH Consultants: �' 1 i41 ARCHITECTURAL REFLECTED CEILING PLAN. o u LS R1 alik F MIN 15'0" 4 O -fIlic\ I 6"07 1 STRUCTURAL ENGINEER 4 (TP ) 10 1 PSD1 7 Ei Murphy Burr Curry, Inc. 200 85 Second Street U San Francisco, CA 94105 ! �FPE3 4 1` - TEL: 415.546.0431 .s 1-r \ 1 , \ 111-• \�` H 4i STORAGE SALES AREA / 108 . X101 r - in Li 1QT'J1HENDERSON v 411 . 7 2LJENGINEERS I� \ © :;f 'NI 15D WEST 36TH STREET,FLOOR 4 I I 12.. (TY'.)- - Fr 4 v., MI --� i I NEW YORK,NY 10018 3 (TYP.) 12" �r ij TEL 212 413 8400 Fax 212 413 8401 3$+ 1 I 8"0 wvwv.Jtioi-ony.com 1 7 Q r ii:i PSD1 200LSD1 1 Q 11 (AA) . ---I- 1 F17 Mo__ ,5-0 ,2"0 0 - I 11 6, 1 CrYID•) -.4- , lr \ 8"0] I....0E 0__. -06F:B- T s PSD1 a iv , 200 EI�1�� - o SD-1 I a ! - r ' FPB-1& I %REA Fr,800141 "�� 1 GG k i Co - Y ,J/FPB-2 I�� W. (TYP.) -;- w 1 a i —Nl l 8"O I I $"m a �.. — (TYP.) 200 PS D1 II T K\ , - .. 6"0-.1— 01 N I , 11111.111F1 I - ®FPB-1 T5 109 6" ----t-- .. , CL I i PLOY E SD- 1RG0 —ITP � ,1A C.vs I o IT CLIP '_ - No. Date SET ---------- -A L. �� EG Ilkill SD C�1 El il u--- 1D0 i.i. 01-0 a, 50 N / ON ROOF >(' 8- 0 1 L 4-4- __..7"._ f---` / 150��V • r_----_ ..._..�.. = / ... .. ... .._.ems __ -- -_- ---il 0 m CT 0 0 0 LA Issue Note: 2 BID/PERMIT SET w 0 04/05/2017 r o_ Project ID: PORTLAND Drawn HEI By: Review By: HEI Plot 04/05/2017 Date: Sheet Title: CL uk Z MECHANICAL PLAN • vl HANICAL PLAN •1/4"= -°"0 0 �•'`� REFERENCE ONLY lb -•' 0 N NOT APPROVED WITH THIS PERMIT Z � Sheet No.: J J m - 0 EL V 1 . 1 2 J r E m 2 PAINT INTERIOR SURFACES FLAT BLACK. SOLID SHEET METAL LIGHT SHIELD SHALL ``.�� RETURN AIR LIGHT SHIELD. EXTEND PAST THE _ 1 GO.. `0&STAAJA ARCHITECTS LINE OF SIGHT, ; SLOT DIFFUSER AS �' G SCHEDULED. ill G EXHAUST FAN WITH BIRDSCREEN SECURELY ATTACH ,' RETURN AIR LIGHT SHIELD TO / OPENING. SEE NOTE mi CEILING FRAMING. / 4. ' HAT CHANNEL CEILING CLIP H ) H SECURE EXHAUST FAN I � EXTEND DUCTWORK J ��TO ROOF CURB I - OVER TOP OF CURB, SECURE DUCTWORK ,In I PREFABRICATED INSULATED Project: 0 TO CURB NAILER LINE OF SIGH " / 1 COORDINATE MOUNTING FRAME ♦ f CURB WITH TREATED i DETAILS. RE: ARCHITECTURAL PLANS SECURE CURB TO �� ♦ WOOD NAILER. WITH CEILING TYPE AND MOUNTING ROOF WITH SCREWS, `� ♦ Ll._I NOTES: DETAIL. PINS, OR BOLTS 4 ♦ ROOF INSULATION 1. DETAIL REFERS TO LIGHT SHIELD OVER FLOWBAR DIFFUSERS OR I / ♦' • ♦ Q ARCHITECTURAL SLOT IN THE CEILING OR REVEAL. mar rr ��v1 1 "1 ')ir i .t ea•11IIi r T L,O 2. COORDINATE INSTALLATION POINT OF RETURN AIR LIGHT SHIELD WITH � I�� I N ACTUAL INSTALLED CEILING FRAMING. SECURELY ATTACH LIGHT SHIELD �.J 1 TO THE SAME CEILING FRAMING DIFFUSER IS ATTACHED TO. _ _ _ _ CD = N 3. POSITION PATTERN DEFLECTOR SUCH THAT IT DISALLOWS DIRECT LINE OF SIGHT INTO THE PLENUM. I r 1 4. LIGHT SHIELD RETURN AIR OPENING SHALL BE A MINIMUM OF 3" FORtf) SLOT WIDTHS UP TO 2" AND 6" FOR SLOT WIDTHS LARGER THAN 2". FASTEN ANGLE IRON ROOF DECK REFER TO Z SECURELY TO DUCT ARCHITECTURAL DRAWINGS Z 0 Ct AND ROOF STRUCTURE DAMPER PER SCEHDULE, SECURE 0 FIELD FABRICATED RETURN TO DUCT FROM ABOVE TO Ce __Io T- AR LIGHT SHIELD DETAIL ALLOW PER SFRDIMEROR DDFREMOVAL OFDAI—C6 Z I Q (4) NO SCALE 1 = , bi Z �' EXHAUST DUCT UP Q Q THROUGH ROOF. SEE W TAPE THE OPEN END OF PLANS FOR SIZE ANDCl_ rut STAINLESS THE FLEXIBLE DUCTWORK LINE SUPPLY PLENUM LOCATION. (f) STEEL CLAMP TO THE SUPPLY PLENUM WITH CLOSED CELL (Arm. 5' Q METAL BAND OVER (TYP) WITH 3" FOIL TAPE. FOAM INSULATION. DOWNBLAST EXHAUST (f} INSULATION (TYP) FAN DETAIL INSULATED DUCT0 WORM GEAR NO SCALE L0 _ OPERATOR 00 SQUARE SHAFT 1,1 + : FOR 1/4" DRIVE 'i / SOCKET/ NUTDRIVER i CEILING FRAMING Consultants: :11_ (TYP) ROUND BUTTERFLY DAMPER WITH STRUCTURAL ENGINEER I PATTER REMOTE CABLE OPERATOR DEFLECTOR -AL... —FASTEN TO STRUCTURE Murphy Burr Curry, Inc. PRE-INSULATED FLEXIBLE DUCT AS 85 Second Street REQUIRED, INSTALL PERMANENTLY — HOLDING SEALED AND SUPPORTED TO GYP CEILINGBRACKET San Francisco, CA 94105 PREVENT KINKING AND SHARP (NP) jI, SHEETMETAL DUCT TEL: 415.546.0431 TURNS T ' a. FLEXIBLEDUCT LINEAR SLD (MAXIMUM 1" BAND CLAMP DIFFUSERmil HARD CEILING OF 5'-0" WITH ONE 90' CONNECT TO AIR ELBOW) .- DEVICE NECK. CABLE FROM REMOTE TAPE AND FLOAT UNLESS OTHERWISE OPERATOR TO DAMPER SIDE VIEW FLANGE TO GYPBOARD111 Ill::: NOTED FLEX DUCT REFER TO 510E VIEW CEILING IS SAME SIZE AS SHEET METAL SUPPLY PLENUM - AIR DEVICE NECK 5L WITH 1/2" THICK EXTERNAL INSULATION PULL INNER LINER OVER TAKE OFF COLLAR & TAPE SECURELY IN PLACE. PULL EXTERNAL r71NPJ BALANCING DAMPER TAPE SECURELY IN PLACE. SLICE EDGE OF TAPE EERSI REMOTE OPERATOR MOUNTED AT 45' ANGLE TO PREVENT GAPPING AND ON EXTERIOR OF PLENUM. _ — _ (SEE NOTE 3 AND 4) LEAKAGE. APPLY MINIMUM 1/2" WIDTH ( STAINLESS STEEL BAND OVER DOUBLE-SIDED / TAPE TO COMPRESS AND SEAL FLEX TO COLLAR. I 1550004180 - ---- + I _ NOTES: 1. CUT OPENING IN SHEETMETAL DUCT ACCURATELY. INSTALL 45' LATERAL SUPPLY DUCT CONNECTION TO TO AVOID VISIBLE OPENINGS AND SECURE FITTING SUITABLY FOR PRESSURE DRILL ONE (3/4) INCH DIAMETER CLASS. HOLE IN PATTERN DEFLECTOR END VIEW SUPPLY PLENUM SHALL BE TO ALLOW ACCESS TO REMOTE MADE IN THE CENTER OF THE 2. INSTALL FLEXIBLE DUCT IN AS STRAIGHT A RUN AS POSSIBLE. USE LONG RADIUS DAMPER OPERATOR PLENUM. BENDS WHERE POSSIBLE. PULL DUCT TIGHT AT BOTH ENDS AND SECURE BOTH INNER LINER & OUTER INSULATION SKIN WITH TAPE & METAL CLAMPS. NOTES: 3. EXTEND DAMPER ROD TO ACCOMMODATE INSULATION IF APPLICABLE. PULL ROD END 1. EXTEND HARD METAL DUCT SO THAT MAXIMUM FLEXIBLE DUCT LENGTH DOES NOT EXCEED 5'-O". PROVIDE TO EDGE OF DUCTWORK AS REQUIRED AND SEAL TO MAINTAIN VAPOR BARRIER. RIGID 90' ELBOW WHERE REQUIRED TO KEEP FLEXIBLE DUCT WITHIN 5'-O" LENGTH LIMITATION. 4. INSTALL LOCKING QUADRANT TO HANDLE ON BOTTOM OF DUCT FOR EASE OF 2. COORDINATE EXACT LENGTH AND LOCATION OF SLOT DIFFUSER WITH ARCHITECT'S REFLECTED CEILING PLAN. SERVICE. 45° LATERAL FLEXIBLE 3. N NOT USED FOR SUPPLY SHALL REMAIN OPEN TO THE PLENUM FOR RETURN UNLESS NOTED OTHERWISE. 2 DUCT TAKE OFF DETAIL 4. DAMPER OPERATOR ASSEMBLY SHALL BE MODEL #RT-250 MANUFACTURED BY METROPOLITAN AIR NO SCALE TECHNOLOGY (1-800-585-7686). Y 5. ALL FLEXIBLE DUCT OFFSETS SHALL MAINTAIN A RADIUS OF 1.5 TIMES THE DIAMETER AND SHALL BE A MINIMUM OF 3'-O" AND MAXIMUM OF 5'-O" IN LENGTH. w 2 6. ALL VISIBLE SURFACES WITHIN THE SLOT DIFFUSER AND PLENUM TO BE BLACK. a N Cq 7. AT THE CONTRACTORS OPTION SUPPLY PLENUM SHALL BE FIELD FABRICATED AS SHOWN IN DETAIL 6/M2.1 OR PURCHASED FROM DIFFUSER SUPPLIER. ti p. METALLIC OR NON-METALLIC BAND OVER 4- INSULATION (TYPICAL)LINEAR SLOT DIFFUSER DETAIL No. Date HIGH EFFICIENCY TAKEOFF EXTERNALLY INSULATED, WITH —•-• NO SCALE VOLUME DAMPER AND DAMPER LOCK WITH EXTENSION INSULATION JOINT INSULATED DUCT FOIL TAPE AT o U C •b N SEE NOTE 1. - ry ; END VIEW SIDE VIEW i �i� ;cciPRE-INSULATED FLEXIBLE W NOMINAL LENGTH � DUCT AS REQUIRED, a PLENUM LENGTH INSTALL PERMANENTLY -I I 1 - - I SEALED AND SUPPORTED Issue Note: o A TO PREVENT KINKING AND 4 1 E _ 1SHAS V— coVMETALLIC OR ONRMETARLIC �1 BID PERMIT SET re 1-1/4" T L BAND (TYPICAL) -I - 04/05/2017 i7 - - Immmerl Project ID: PORTLAND a° CEILING DIFFUSER Drawn t SUPPLY DUCT CONNECTION TO AS SCHEDULED REFERENCE ONLY By: HEI a SUPPLY PLENUM SHALL BE Review : HEI MADE IN THE CENTER OF THE NOT APPROVED WITH THIS PERMIT t PLENUM. CEILING ''''',..\ Plot Plot 04/05/2017 -. . —.._.- .. Date: SLOT WIDTH MIN. WIDTH (W} NOMINAL LENGTH I PLENUM LENGTH, . INLET SIZE A B Sheet Title: 1" 2%4" 24, 36, 48, 60 219", 333'4", 453'4", 57%" 6" OVAL 1a" �a" . z 1r . . - 33'4" - 24, 36, 48, 60 21 '4", 33%", 453'%", 573'/4" 8" OVAL eh" 5114" M E C H A N CAL 2" _ 4%" 24, 36, 45, 60 21%", 333''4", 453'4", 573'/4"1 10" OVAL 10.4" 5" NOTES: 1. EXTEND RIGID METAL DUCT SO THAT MAXIMUM FLEXIBLE DUCT LENGTH DOES NOT EXCEED DETAILS NOTES: 5'-0". PROVIDE RIGID 90' ELBOW WHERE REQUIRED TO KEEP FLEXIBLE DUCT WITHIN 5'-0" A. PLENUM MAY BE MOUNTED ON LINEAR SLOT DIFFUSER OR ARCHITECTURAL SLOT. LENGTH LIMITATION. B. PROVIDE 1/4" THICK, INTERNAL, CLOSED CELL INSULATION ON ALL PLENUMS. o Sheet No.: N o � SUPPLY PLENUM CONSTRUCTION 3 LAY-- IN CEILING DIFFUSER DETAIL o � NO SCALE NO SCALE V 2 ` 1 if, J y E g z FAN POWERED TERMINAL SCHEDULE �j • MARK SERVED ZONE SERVED MANUFACTURER MODEL INLET PRIMARY MIN PRIM MIN HEAT FAN NOTES GQRtteSTRIAJA ARCHITECTS FROM SIZE(IN) CFM CFM CFM CFM HP V/PH FPB-01 (E)AHU Sales Area 101 Titus DTFS 10 1,000 300 NIA 1,000 1/3 120/1 A-H FPB-02 (E)AHU Back of House Titus DTFS 10 700 140 N/A 700 1/3 120/1 A-H MODEL NUMBERS SHALL NOT BE CONSIDERED COMPLETE AND MATERIAL SHALL NOT BE ORDERED BY MANUFACTURER AND MODEL NUMBERS ONLY. REVIEWTHE COMPLETE DESCRIPTION, NOTES AND SPECIFICATIONS TO DETERMINE THE EXACT MATERIAL AND ACCESSORIES TO BE ORDERED. THE MANUFACTURERS LISTED ARE THE BASIS FOR THE DESIGN. NOTES: ... ,, .,. ..�._.... A INSTALL FLEXIBLE DUCT CONNECTOR AT ALL CONNECTIONS. Project: a B. PROVIDE INTEGRAL DISCONNECT SWITCH. I CK C. PROVIDE FACTORY-INSTALLED,PRESSURE INDEPENDENT DDC CONTROL PACKAGE WITH HIGH SPEED ACTUATOR. w D. PROVIDE BOX WITH EITHER RIGHT HAND OR LEFT HAND CONFIGURATION AS SHOWN ON DRAWINGS. E. COOLING ONLY VAV BOX1 CK F. INLET SIZE SHOWN IS THE MINIMUM ALLOWABLE INLET SIZE. NO SMALLER SIZES SHALL BE ACCEPTED. N) G. PROVIDE FILTER FRAME WITH 1 INCH THROWAWAY FILTERS. ® N H. PROVIDE WITH MANUFACTURER'S ELECTRONICALLY COMMUTATED(EC)MOTOR. ad 1 = N I 0) V) a1Z 0 fr FAN SCHEDULE1. !' < '- O MARK SERVICE MANUFACTURER MOUNTING MODEL CFM ESP DRIVE MIN. FAN ELECTRICAL NOTES I- Z I DESCRIPTION (IN) (BELT/DIRECT) HP RPM V/PH DISC.TYPE �/ I = 0 EF-1 EXHAUST GREENHECK ROOF G-70 200 0.3 DIRECT 1/30 1550 115/1 I CIS NON-FUSED A-D LLJ Z MODEL NUMBERS SHALL NOT BE CONSIDERED COMPLETE AND MATERIAL SHALL NOT BE ORDERED BY MANUFACTURER AND MODEL NUMBERS ONLY. REVIEWTHE COMPLETE DESCRIPTION,NOTES j, O_VI 0 I ' < AND SPECIFICATIONS TO DETERMINE THE EXACT MATERIAL AND ACCESSORIES TO BE ORDERED. THE MANUFACTURERS LISTED ARE THE BASIS FOR THE DESIGN. jet7 ? Q_ NOTES: V) 0 A PROVIDE WITH MINIMUM 24"HIGH ROOF CURB,BIRDSCREEN AND GRAVITY BACKDRAFT DAMPER. I {) CL B. DIVISION 16 CONTRACTOR TO FURNISH DISCONNECT SWITCH. C. INTERLOCK FAN OPERATION WITH TIME CLOCK TO OPERATE DURING OCCUPIED HOURS.COORDINATE WITH OWNER FOR OCCUPIED HOURS. LO D. PROVIDE WITH MANUFACTURER'S ELECTRONICALLY COMMUTATED(EC)MOTOR. I 00 in 0) Consultants: GRILLE, REGISTER AND DIFFUSER SCHEDULE STRUCTURAL ENGINEER MARK MANUFACTURER SERVICE MODEL CONSTRUCTION FACE MOUNTING BORDER FACE SIZE MAX. MAX PRESS. NOTES Murphy Burr Curry, Inc. TYPE TYPE LOCATION TYPE (IN) NC DROP(IN.W.C.) San Second Street SaFrancisco. CA 94105 EG TITUS EXHAUST OMNI STEEL PLAQUE CEILING -- 24x24 25 0.1 B,C,D,G TEL: 415.546.0431 SD-1 TITUS SUPPLY OMNI STEEL PLAQUE CEILING -- 24x24 25 0.1 A,B,C,D,G _ RG TITUS RETURN OMNI STEEL PLAQUE CEILING -- 24x24 25 0.05 B,C,D,G - LSD1 TITUS SUPPLY FL-10-HT ALUMINUM LINEAR SLOT CEILING 22 1"LINEAR SLOT 25 0.1 F,G,H - LSR1 TITUS RETURN FL-10 ALUMINUM LINEAR SLOT CEILING 22 1"LINEAR SLOT 25 0.1 G,H,J PSD1 TITUS SUPPLY FBPI-10 STEEL 1"SLOT PLENUM LSD1 -- 4'-0"NOMINAL 25 0.1 B,E,F,I MODEL NUMBERS SHALL NOT BE CONSIDERED COMPLETE AND MATERIAL SHALL NOT BE ORDERED BY MANUFACTURER AND MODEL NUMBERS ONLY. REVIEWTHE COMPLETE DESCRIPTION, NOTES AND SPECIFICATIONS TO DETERMINE THE EXACT MATERIAL AND ACCESSORIES TO BE ORDERED.THE MANUFACTURERS LISTED ARE THE BASIS FOR THE DESIGN. NOTES: HENDERSON MENGINEERSI A 4-WAY THROW PATTERN UNLESS OTHERWISE INDICATED BY FLOWARROWS ON DRAWINGS. B. NECK SIZE SHOWN ON DRAWINGS. PROVIDE BRANCH DUCT TO MATCH NECK SIZE UNLESS OTHERWISE SHOWN ON DRAWINGS. C. BAKED ENAMEL FINISH,WHITE TO MATCH CEILING COLOR, D. FRAME TYPE TO MATCH CEILING/WALL CONSTRUCTION,COORDINATE WITH ARCHITECTURAL REFLECTED CEILINGIWALL PLAN. E. SUPPLY PLENUM MAYBE FIELD FABRICATED BASED ON PROVIDED DETAILS(RE:M2.1),OR PURCHASED FROM THE SLOT DIFFUSER MANUFACTURER. PROVIDE 1/4"CLOSED CELL INSULATION ON THE INTERIOR OF THE SUPPLY 1 6500041 80 PLENUM. F. PROVIDE BORDER TYPE TO MATCH CEILING CONSTRUCTION WITH CONCEALED BORDER AND INSULATED PLENUM BOX WITH NECK, G. PROVIDE DIFFUSERS,LINEAR SLOTS,AND GRILLES WITH NO EXPOSED MOUNTING SCREWS. H. PAINT ALL INTERIOR SURFACES SLOTS,GRILLES AND PLENUMS FLAT BLACK. I. CONTRACTOR SHALL PROVIDE REMOTE CABLE-OPERATED VOLUME DAMPER BY METROPOLITAN AIR TECHNOLOGIES MODEL RT-250 WITH EXTERNAL WORM GEAR OPERATOR OR EQUIVALENT YOUNG REGULATOR BUTTERFLY DAMPER WITH 270-275 CONTROLLER.OPERATOR SHALL HAVE A SQUARE DRIVE FOR 1/4"NUT DRIVER.DAMPER ASSEMBLYSHALL INCLUDE GALVANIZED STEEL DUCT WITH ROLLED BEAD STIFFENERS,REINFORCED BLADE,SELF LUBRICATING BEARING AND WORM GEAR MOUNTING PLATE.DAMPER SHALL BE INSTALLED IN BRANCH DUCT NOT INLET OF PLENUM DIFFUSER. (RE: M2.1) J. PROVIDE LINEAR SLOT WITHOUT PATTERN CONTROLLER. . OUTSIDE AIR REQUIREMENTS, IMC-2012 (IP) ... ... ... .... • . SINGLE-ZONE SYSTEMS ONLY MULTI-ZONE SYSTEMS ONLY FLOOR AREA - SYSTEM AVERAGED - SYSTEM - SYSTEM AVERAGED - REQUIRED REQUIRED DESIGN SYSTEM SYSTEM TAB NAME SINGLE-ZONE SYSTEM SINGLE ZONE WORST CASE SYSTEM VENTILATION SERVED AREA-BASED POPULATION PEOPLE-BASED OA INTAKE DCVOA INTAKE OA INTAKE NOTES DESIGNATION OR LIST'SINGLE' ASSOCIATED ZONE AIR DISTRIBUTION EFFICIENCY [Ev] BY SYSTEM[As] OUTDOOR AIR RATE [Ps] OUTDOOR AIR RATE FLOW[Vot] FLOW[Vot] FLOW[Vot] Y VENTILATION ZONE EFFECTIVENESS [Ez] (SF) (CFM/SF) (PEOPLE) (CFM/P) (CFM) (CFM) (CFM) co (E)AHU MZ(EXISTING AHU) - [ - r 0.90 1,794 " 0.120 ` 16.26 ` 7.50 376 N/A 400 A,B w TOTALS 376 0 400 m a. co GENERAL NOTES: N '1. VENTILATION CALCULATIONS BASED ON IMC-2012. r W2. SYSTEM POPULATIONS BASED ON MAX SEATING AND/OR CODE MAXIMUM VALUES. N '3. MULTI-ZONE RECIRCULATING SYSTEMS: ASHRAE 62.1-2010 CALCULATOR USED TO DETERMINE VENTILATION AIRFLOW IN COMPLIANCE WITH VRP AND APPENDIX A. VENTILATION RATE SHOWN IS ACTUAL CALCULATED WITH CORRECTION FACTORS INCLUDED. EACH ZONE IS CALCULATED WITH ITS WORST CASE ZONE AIR DISTRIBUTION EFFECTIVENESS (HEATING/COOLING)AS PART OF CALCULATIONS TO FIND Ev. No. Date a. NOTES: ------------- i ... .., ... ... ....i A. VENTILATION AIR PROVIDED BY FACILITY'S EXISTING AIR HANDLING SYSTEM. g B. VENTILATION AIR CFM INDICATED IS REQUIRED FOR THIS TENANT SPACE ONLY. 4 d L U tO m v to m u U ' N CV O co Zs: Q O ID Issue Note: U 2 BID/PERMIT SET CSW O C 04/05/2017 Project ID: PORTLAND a . Drawn HEI CT co By: C Review By: HEI Plot Date: 04/05/2017 N Sheet Title: n in co REFERENCE ONLY SCHEDULES NOT APPROVED WITH THIS PERMIT ... ... ... ... .... Sheet No.: o - o3 V 2 . 2 v L -. J L d z 15A: HEATING,VENTILATING,AND AIR CONDITIONING If the proposed substitution is approved prior to receipt of bids,such approval will be stated in an addendum.Bidders shall not applicable.Repair and refinish areas disturbed by work to the condition of adjoining surfaces in a manner satisfactory to the entire length of the bend.Provide mitered elbows where space does not permit radius elbows,where shown on the drawings, rely upon approvals made in any other way.Verbal approval will not be given.No substitutions will be considered after the Architect, or at the option of the contractor with the engineer's approval.Mitered elbows less than 45 degrees shall not require turning D. SENSORS AND RELAYS i 1. GENERAL INSTRUCTIONS contract is awarded unless specifically provided in the contract documents. E. ROUGH-IN vanes.Mitered elbows 45 degrees and greater shall have single thickness turningvanes of samegauge as ductwork, rigidly fastened with guide strips in ductwork.Vanes for mitered elbows shall be provided in all supply and exhaust ductwork and in Provide general-purpose type elements for use in input and output sensors.Provide transmitters or transducers with sensor as 1 l t The terms"approved","approved equal",and"equal"refer to approval by the Engineer as an acceptable alternate bid.No return and outside air ductwork that has an air velocity exceeding 1000 fpm.Do not install vanes in grease ductwork. %4)r- Ni A. GENERAL REQUIREMENTS substitutions will be considered that are not bid as an alternate.No material substitutions shall be considered for approval prior Coordinate without delay all roughing-in with other divisions.Conceal piping,conduit,and rough-in except in unfinished areas required,compatible with the controllers used,with range suitable for the systems encountered.Transmitters and transducers GOV; ., 81STRAJA ARCHITECTS . shall have offset and span adjustments,temperature compensation,shock and vibration immunity,and zeroing capability. to award of contract. and where otherwise shown. Ducts shall be connected to fans,fan casings and fan plenums by means of flexible connectors.Flexible connectors shall be '''',. / . Accuracy requirements shall include the combined effects of linearity,hysteresis,repeatability,and the transmitter. ' All requirements under Division 01 and the general and supplementary conditions of these specifications apply to this section neoprene coated glass cloth canvas connections,Duro-Dyne,Elgen,Ventfabric or equal.Flexible connectors shall have a and division.Where the requirements of this section and division exceed those of Division 01,this section and division take J. SUBMITTALS F. SUPPORT SYSTEMS flame spread of 25 or less and smoke developed rating not higher than 50.Make airtight joints and install with minimum 1-1/2 Dry-bulb temperature sensors ata minimum shall be accurate to+/-2 degrees Fahrenheit over the range of 40 to 80 degrees precedence.Become thoroughly familiar with all its contents as to requirements that affect this division,section,or both.Work inches slack. Fahrenheit.Wet-bulb temperature shall be calculated using dry-bulb temperature and humidity and shall be accurate to+1-2 required under this division includes all material,equipment,appliances,transportation,services,and labor required to Assemble and submit for review shop drawings,material lists,manufacturer product literature for equipment to be furnished, Structural steel used for support of equipment,ductwork and piping shall be new,clean,and conform to ASTM Designation degrees Fahrenheit.Enthalpy shall be calculated using dry-bulb temperature and humidity and shall be accurate to+/-3 BTU/lb 729 Heinz Avenue, Suite 1 complete the entire system as required by the drawings and specifications,or reasonably inferred to be necessary to facilitate and items requiring coordination between contractors under this contract.Provide submittals in sufficient detail so as to A-36. Provide balancing dampers,manufactured by Cesco,Greenheck,Louvers&Dampers,Nailor Industries,Pottorff,Ruskin, over the range of 20 to 36 BTU/lb.Humidity sensors at a minimum shall be accurate within+/-3 percent full range between 20 the function of each system as implied by the design and the equipment specified, demonstrate compliance with these contract documents and the design concept.Prior to transmitting submittals,verify that the Tamco,or approved equal,where shown on drawings and wherever necessary for complete control of airflow.Splitter and 95 percent,with drift less than 1 percent full scale per year.Pressure transmitters at a minimum shall be accurate to+/-1 Berkeley, CA 94710 equipment submitted is mutually compatible and suitable for the intended use,will fit the available space,and maintain Support mechanical component§from the building structure.Do not support mechanical components from ceilings,other dampers shall be controlled by locking quadrants;provide Young Regulator or Ventlok end bearings for the damper rod. percent full scale with drift less than 1 percent full scale per year. 510 / 848-0895 The specifications and drawings for the project are complementary,and any portion of work described in one shall be provided manufacturer recommended service clearances.If the size of equipment furnished makes necessary any change in location or mechanical or electrical components,and other non-structural elements. Rectangular volume dampers shall be opposed blade interlocking type.Round volume dampers shall be butterfly type as if described in both. In the event of discrepancies,notify the Engineer and request clarification prior to proceeding with the configuration,submit a shop drawing showing the proposed layout. consisting of circular blade mounted to a shaft.Provide Flexmaster model STO or equal 45 degree rectangular/round side Provide relays with contact rating,configuration,and coil voltage that is suitable for the application.Relay shall be general FAX 510 / 848-0897 work involved. G. PENETRATIONS takeoff fitting with model B03 damper with locking quadrant and insulation build out for round ductwork branch takeoffs to purpose,enclosed plug-in type and protected by a heat and shock resistant duct cover.Number of contacts and operational Transmit submittals as early as required to support the project schedule.Allow for two weeks Engineer review time,plus individual air devices.Omit damper at takeoff fitting when damper is located downstream of takeoff. function shall be as required. Transient suppression shall be provided as an integral part of the relay.Contactors shall be ---------------------, Drawings are graphic representations of the work upon which the contract is based.They show the materials and their to/from mailing time via the Architect,plus a duplication of this time for resubmittal,if required.Only resubmit those sections Provide sleeves for pipes passing through above grade concrete or masonry walls,concrete floor or roof slabs.Sleeves are not single coil,electrically operated,mechanically held,double-break,silver-to-silver type protected by arcing contacts. Positive relationship to one another,including sizes,shapes,locations,and connections.They convey the scope of work,indicating the requested for resubmittal. required for core drilled holes in existing masonry walls,concrete floors or roofs.Provide 10 gauge galvanized steel sleeves for Where access to dampers through a hard ceiling is required,provide a Metropolitan Air Technology model RT-250 or equal by locking shall be obtained without the use of hooks,latches,or semi-permanent magnets. Operating and release times shall be Project: . intended general arrangement of the systems without showing all of the exact details as to elevations,offsets,control lines,and Young's Regulator concealed,cable operated volume damper with remote operator.Damper shall be adjustable through the 0 sleeves 6 inches and smaller.Provide galvanized sheet metal sleeves for larger than 6 inches.Schedule 40 PVC sleeves are 100 milliseconds or less. I other installation requirements.Use the drawings as a guide when laying out the work and to verify that materials and Submittals shall contain the project name,applicable specification section,submittal date,equipment identification acronym as diffuser face or frame with standard 1/4 inch nutdriver or flat screwdriver.Cable assembly shall attach to damper as one piece . acceptable for installation in areas without return air plenums. CC with no linkage adjustment.Positive,direct,two-way damper control shall be provided with no sleeves,springs or screw 6. equipment will fit into the designated spaces,and which when installed per manufacturers'requirements,will ensure a used on the drawings,and the Contractor's stamp.The stamp shall certify that the submittal has been checked by the SEQUENCE OF OPERATION complete,coordinated,satisfactory,and properly operating system. Contractor,complies with the drawings and specifications,and is coordinated with other trades.Manufacturer product literature Provide prefabricated roof curbs manufactured by Custom Curb,Inc.,Pate Company,Thycurb or approved equal.Provide roof adjustments to come loose after installation.Support cable assembly to avoid bends and kinks in cable.Where approved by LLI shall include shop drawings,product data,performance sheets,samples and other submittals required by this division, curb with factory installed wood nailer;welded,18 gauge galvanized steel shell,base plate and flashing;1-1/2 inch thick,3 architect,a ceiling cup with cover plate can be used for access to cable operator. B. DEFINITIONS Highlight,mark,list,or indicate the materials,performance criteria,and accessories that are being proposed.General product pound rigid insulation;fully mitered 3-inch raised cant;cover of weather-resistant,weather-proof material and pipe collar of I CC Round or oval ductwork shall be Semco,United,Wesco or equal,sheetmetal,with smooth interior surface,with low pressure A. SERIES FAN POWERED MIXING BOX TERMINAL UNIT(FPB)CONTROL catalog data not specifically noted to be part of the specified product will be rejected and returned without review, weather-resistant material with stainless steel pipe clamps. < Furnish:"to supply and deliver to the project site,ready for unloading,unpacking,assembly,installation and similar operations.' (duct pressure class up to and including 2 inches w.g.)Round ductwork gauges per the following table(reference SMACNA (i) Submittals and shop drawings shall not contain the firm name,logo,seal,or signature of the Engineer.They shall not be copies H. ELECTRICAL WIRING . I-1VAC duct construction standards for gauges when pressures exceed 2 inches w.g.): During the occupied hours the FPB fan shall operate continuously.When space temperature sensor calls for cooling,the D co Install:'to perform all operations at the project site including,but not limited to,the actual unloading,unpacking,assembling, of the work product of the Engineer.If the Contractor desires to use elements of such product,refer to paragraph"Electronic primary damper shall modulate from minimum cooling airflow position to maximum cooling airflow position to maintain occupied 0 I Ci in CNI,. erecting,placing,anchoring,applying,working to dimension,finishing,curing,protecting,cleaning,testing,commissioning, Drawing Files'for procedures to be used. Size Duct Gauge Fitting Gauge space temperature set point(adjustable).When space temperature sensor calls for heating,the primary damper shall modulate ‘N,I Line voltage wiring shall be provided by Division 16.Line voltage control and interlock wiring for mechanical systems shall also 14"&under 26 24 - starting up and similar operations,complete,and ready for the intended use.' Separate submittals according to individual specification sections.Illegible submittals will be rejected and returned without from maximum cooling airflow position to minimum cooling airflow position.On a continued call for heating,the primary damper Vill) be provided by Division 16.Low voltage control wiring shall be provided by Division 15Contractor.Furnish wiring diagrams to 15"thru 26" 24 22 shall be at the minimum airflow position and the reheat coil shall be enabled to maintain occupied space temperature set point .1; ca I i 1 Division 16 as required for proper equipment hookup.Coordinate with Division 16 the actual wire sizing amps for mechanical Provide:"to furnish and install.' review.Catalog data shall be properly bound,identified,indexed and tabbed in a 3-ring binder.Each item or model number equipment(from the equipment nameplate)to ensure proper installation. (adjustable).On detection of smoke,FPB fan shall be shut down as shown on the drawings. Z ...., . shall be clearly marked and accessories indicated.Label the catalog data with the equipment identification acronym or number Lewis&Lambert,Linx Industries Lindab Safe,or approved equal factory-manufactured round ductwork and fittings may be (161 Z : 0 °6 X Furnished by Owner(or Owner-Furnished)or Furnished by Others:"an item furnished by the Owner or under other divisions or as used on the drawings and include performance curves,capacities,sizes,weights,materials,finishes,wiring diagrams, . substituted for specified round branch ductwork,at Contractors option.Heavy liquid joint sealant may be omitted on During the unoccupied hours the FPB fan shall be off.When space temperature sensor calls for cooling,the fan shall be contracts,and installed under the requirements of this division,complete and ready for intended use,including all items and electrical requirements and deviations from specified equipment or materials.For equipment with motor starters or VFDs, I. SYSTEM TESTING AND ADJUSTING factory-manufactured round ductwork. energized and the primary damper shall modulate from full closed position to full open position to maintain unoccupied setpoint 11161 oCC I }--- CO 0 services incidental to the work necessary for proper installation and operation.Include the installation under the warranty include short circuit current ratings.Mark out inapplicable items.Shop drawings will be returned without review if the above (adjustable).When space temperature sensor calls for heating,the fan shall be energized and the primary damper shall be at elt -.I . 0 ‘,.... required by this division.' mentioned requirements are not met. Upon completion of each phase of the installation,test each system in conformance with local code requirements and as noted Low pressure(duct pressure class up to and including 2 inches w.g.)Fittings 24 inches in diameter and less shall be full closed position.The FPB fan shall cycle on and off to maintain unoccupied space temperature setpoint(adjustable). : .... below.Furnish labor and equipment required to test each system installed under this contract.Assume all costs involved in prefabricated,spotwelded and internally sealed.Fitting gauge shall be 22 gauge for 36 inch fittings and under.90 degree tee's Imilw" Z 1 a Engineer.Where referenced in this division,"Engineer'is the Engineer of Record and the Design Professional for the work Provide the quantity of submittals required by Division 01.If not indicated and hard-copy sets are provided,submit a minimum making the tests and repairing and/or replacing any damages resulting therefrom. shall be conical type.Seal longitudinal and transverse ductwork joints airtight with heavy liquid sealant applied according to B. TENANT RESTROOM EXHAUST FAN CONTROL CLI CC I under this division,and is a consultant to,and an authorized representative of the Architect,as defined in the General and/or of six(6)copies.Refer to Division 01 for acceptance of electronic submittals for this project.For electronic submittals, manufacturer's instructions.Provide gauge thickness in medium pressure(duct pressure class 3 inches to 6 inches w.g.) 1 LU Z Supplementary Conditions.When used in this division,Engineer means increased involvement by and obligations to the Contractor shall submit the documents in accordance with the procedures specified in Division 01.Contractor shall notify the Final system testing,balancing and adjustments(TAB)shall be performed by a Contractor certified by the National ductwork as recommended by SMACNA. Exhaust fan shall be interlocked with the tenant time clock. tin 01 w u < Engineer,in addition to involvement by and obligations to the Architect. Architect and Engineer that the submittals have been posted.If electronic submittal procedures are not defined in Division 01, Environmental Balancing Bureau(NEBB),or Associated Air Balance Council(AABC).TAB shall be performed in accordance Contractor shall include the website,user name,and password information needed to access the submittals.For submittals with the most current edition of the certified agencies procedural standard for testing,adjusting and balancing and shall comply C. FLEXIBLE DUCT 1CL. < < -J AHJ: The local code and/or inspection agency(Authority)Having Jurisdiction over the work, sent by e-mail,Contractor shall copy the designated representatives of the Architect and Engineer.Contractor shall allow for with the strictest interpretation of that standard for execution and reporting of all TAB work. END OF SECTION 15A *.111 111 ! I the Engineer review time as specified above in the construction schedule.Contractor shall submit only the documents required Low pressure(duct pressure class up to and including 2 inches w.g.)flexible duct shall be Fiexmaster type 8B,Thermaflex type CC NRTL:Nationally recognized testing laboratory,as defined and listed by OSHA in 29 CFR 1910.7(e.g.,UL,ETL,CSA),and to purchase the materials and/or equipment in the electronic submittal. Work shall include but not be limited to:Perform test readings on fans,units,coils,pumps,etc.and adjust equipment to deliver G-KM,M-KE,JPL type Silver Jacket,or equal(fire retardant polyethylene)protective vapor barrier,U.L.181 Class 1,acoustical acceptable to the AHJ over this project.Nationally recognized testing laboratories and standards listed are used only to specified amounts of air.Prepare testing and balancing report log showing air supply quantities,air entering and leaving insulated duct,R-6.0 fiberglass insulation.Provide CPE liner with steel wire helix mechanically locked or permanently bonded : (nil' F"0". represent the characteristics required and are not intended to restrict the use of other NRTLs that are acceptable to the AHJ The checking and subsequent acceptance of submittals by the Engineer and/or Architect shall not relieve the Contractor from temperatures and pressures at design flow,fan and unit test readings,motor voltage and amp draws,etc.,and submit six to the liner, a. and standards that meet the specified criteria, responsibility for deviations from the drawings and specifications,errors in dimensions,details,size of members,or quantities, copies of the final compilation of data to the Architect for evaluation and approval before final inspection of the project.Balance omissions of components or fittings;coordination of electrical requirements;and not coordinating items with actual building air systems to within plus or minus 10 percent for terminal devices and branch lines and plus or minus 5 percent for main ducts Flexible duct runs shall not exceed 5 feet in length,and shall be installed fully extended and straight as possible avoiding tight I (1) The terms"approved equal","equivalent",or"equal"are used synonymously and shall mean'accepted by or acceptable to the conditions and adjacent work.Proceed with the procurement and installation of equipment only after receiving approved shop and air handling equipment of the amount of air shown on the drawings.TAB Contractor shall record space temperatures and turns.Install flexible duct in accordance with manufacturer's instructions.Support flexible duct at maximum 5 feet on center and LO Engineer as equivalent to the item or manufacturer specified".The term"approved"shall mean labeled,listed,or both,by an drawings relative to each item. make adjustments in airflow to each diffuser to obtain uniform temperature(no greater than+/-3 F)in spaces.Document within 6 inches of bends.Bends shall not exceed a centerline radius of one duct diameter.Duct sag shall not exceed 1/2 inch. NRTL,and acceptable to the AHJ over this project. temperatures and adjustments in tab report.Adjust equipment to operate as intended by the specification.TAB report shall Supporting material in direct contact with the duct shall not be less than 1-1/2 inches in width. I CO K. ELECTRONIC DRAWING FILES include a'report summary/remarks'section in accordance with the procedural standard that provides both system set up and a In C. PREBID SITE VISIT summary of deficiencies as defined by the procedural standard.. Connect flexible duct to rigid metal duct or air devices as recommended by the manufacturer.At a minimum,install two wraps 01 In preparation of shop drawings or record drawings.Contractor may,at his option,obtain electronic drawing files in AutoCAD or of duct tape around the inner core connection and a metallic or non-metallic clamp over the tape and two wraps of duct tape or TAB Contractor shall be responsible to calibrate,set,and adjust automatic temperature control sensors,actuators and control ----------------- a clamp over the outer jacket.Duct clamps shall be labeled in accordance with UL-181B and marked 181B-C.Duct tape shall -- Prior to submitting bid,visit the site of the proposed work and become fully informed as to the conditions under which the work DXF format on CD-ROM disk,DVD disk,flash drive or direct download,as desired,from the Engineer for a shipping and devices. Check proper sequencing of interlock systems,and operation of safety controls,adjust thermostats,and control be labeled in accordance with UL 181B and marked 181B-FX. Consultants: is to be done.Failure to comply with this requirement shall not be considered sufficient justification to request or obtain extra handling fee of$200 for a drawing set up to 12 sheets and$15 per sheet for each additional sheet.Contact the Architect for compensation over and above the contract price, written authorization and Engineer for the necessary release agreement form and to specify shipping method and drawing setpoints,limits and time based adjustment to operate in accordance with the performance requirements of the Construction Documents.Adjust pumps,fans,etc.for proper and efficient operation.Certify to Architect that adjustments have been made format.In addition to payment,the written authorization from the Architect and release agreement form from the Engineer must STRUCTURAL ENGINEER D. MATERIAL AND WORKMANSHIP be received before electronic drawing files will be sent. and that system is operating satisfactorily.Calibrate,set,and adjust automatic temperature controls.Check proper sequencing ID. AIR DEVICES of interlock systems,and operation of safety controls. Murphy Burr Curry, Inc. Provide new material,equipment,and apparatus under this contract unless otherwise stated herein,of best quality normally L. RECORD DRAWINGS(AS-BUILT DRAWINGS) Mechanical contractor shall align bearings and replace bearings that have dirt or foreign material in them with new bearings Provide air devices as scheduled on drawings,manufactured by Cames,Krueger,Metalaire,Nailor Industries,Price,Titus,or 85 Second Street ..uSed for the purpose in good commercial practice,and free from defects.Model numbers listed in the specifications or shown Tuttle&Bailey.Select air devices to limit room noise level to no higher than NC-30 unless otherwise shown.Provide devices San Francisco, CA 94105 without additional cost to the Owner. on the drawings are not necessarily intended to designate the required trim,written descriptions of the trim govern model During progress of the work in this division,Contractor shall maintain an accurate record of all changes made during the with a soft plastic gasket to make an airtight seal against the mounting surface.Coordinate final location,frame,and mounting TEL: 415.546.0431 numbers. installation of the system.Upon completion of the work,accurately transfer all record information to three identical sets of the J. SEISMIC CONTROLS FOR MEPF SYSTEMS type of air devices with Architectural reflected ceiling plans. - approved shop drawings.Insert one set into each copy of the manual described below. *Pipe,pipe fittings,pipe specialties and valves shall be manufactured in plants located in the United States or certified to meet Submit complete shop drawings including information on noise level,pressure drop,throw,CFM for each air device,styles, - the specified ASTM and ANSI standards. See Division 01 and General Conditions for additional information. Seismic Protection Criteria: borders,etc.Clearly marked with specified equipment number.Submit samples of each air device as requested by the _ Risk/Occupancy Category: I,II or Ill Engineer. Site Soil Category: Contractor's Seismic Engineer to Determine. - Work performed under this contract shall provide a neat and"workmanlike"appearance when completed,to the satisfaction of M. OPERATION AND MAINTENANCE INSTRUCTIONS Seismic Design Category: Contractor's Seismic Engineer to Determine. - the Architect and Engineer.Workmanship shall be the finest possible by experienced mechanics.Installations shall comply with Provide ceiling mounted air devices of lay-in or surface mounted type as required to be compatible with ceiling construction. Component Importance Factor: Determined from ASCE 7-2010. Provide ceiling diffusers and grilles with white enamel finish unless noted otherwise. applicable codes and laws. During the course of construction,collect and compile a complete brochure of equipment furnished and installed on this project. Include operational and maintenance instructions,manufacturer's catalog sheets,wiring diagrams,parts lists,approved The Contractor shall be responsible for determining the requirements for seismic bracing of mechanical,electrical,and The complete installation shall function as designed and intended with respect to efficiency,capacity,noise level,etc. Provide linear slot diffusers of standard one-piece lengths up to 6-feet and furnish in multiple sections greater than 6-feet.Join submittals and shop drawings,warranties,and descriptive literature as furnished by the equipment manufacturer.Include an plumbing systems.Seismic protection criteria used to determine seismic bracing requirements of all mechanical,electrical,and the Contra Abnormal noise caused by rattling equipment,piping,ducts,air devices,and squeaks in rotating components shall not be multiple sections together end-to-end with alignment pins to form a continuous slot appearance.Provide alignment components inside cover sheet that lists the project name,date,Owner,Architect,Engineer,General Contractor,Sub-Contractor,and an plumbing systems shall be determined by the applicable code adopted in the project jurisdiction.Where not already determined acceptable.Materials and equipment shall be of commercial specification grade in quality.Light duty and residential grade index of contents. within the contract documentsby the manufacturer.Provide plenums by the slot diffuser manufacturer.Plenums shall be externally wrapped by the contractor. , Contractor shall be responsible pgComply with insulation requirements specified under duct insulation section. equipment shall not be accepted unless otherwise indicated. onsible for contracting a licensed engineer to establish rh la g pjERESROsti ryip building site class,seismic design category,seismic zone,or any other criteria necessary to determine the requirements for Submit three copies of literature bound in approved binders with index and tabs separating equipment types to the Architect, seismic bracing on mechanical,electrical,and/or plumbing systems. E. EXHAUST AIR SYSTEMS Remove from the premises waste material present as a result of work,including cartons,crating,paper,stickers,and/or for Engineer's review,at the termination of the work.Paper clips,staples,rubber bands,loose-leaf binding,and mailing excavation material not used in backfilling,etc.Clean equipment installed under this contract to present a neat and clean envelopes are not considered approved binders.Final approval of systems installed under this contract shall be withheld until Seismic bracing of fire protection systems shall be installed in strict accordance with the provisions of NFPA 13(2010 or later installation at the termination of the work. Provide roof mounted exhaust fans as scheduled on the drawings,or equal ACME,Carnes,Cook,Greenheck,Pennbarry,or 150 WEST 36TH STREET,FLOOR 4 this equipment brochure is received and deemed complete by the Architect and Engineer.Instruct workmen to save required edition). Twin City Fans complete with aluminum housing,aluminum centrifugal wheel,motor with integral thermal overload protection, NEW YORK,NY 10018 literature shipped with the equipment itself for inclusion in this brochure. Repair or replace public and private property damaged as a result of work performed under this contract to the satisfaction of disconnect switch mounted inside the housing,birdscreen,backdraft damper,and pate prefabricated roof curb. TEL 212 413 8400 FAX 212 413 8401 The Contractor shall determine the type and location of seismic bracing required for the mechanical,electrical,and plumbing authorities and regulations having jurisdiction.Provide all safety lights,guards,and warning signs required for the performance www.hei-eng.com Include Record Drawings as described above, elements shown on the drawings based on the established seismic criteria,the size and weight of the supported element,and of the work and for the safety of the public. , 1 6500041 80 the distance from structure of the supported element. Refer to Division 01 for acceptance of electronic manuals for this project.For electronic manuals,refer to paragraph 4. HVAC EQUIPMENT E. MANUFACTURERS "Submittals"for requirements. The Contractor shall submit the following shop drawing information to the AHJ and the Engineer for review and approval: 1. Seismic analysis listing all applicable seismic design criteria. In other articles where lists of manufacturers are introduced,subject to compliance with requirements,provide products by one N. SPARE PARTS 2. Descriptive catalog data of seismic bracing materials. A. FAN POWERED BOXES of the manufacturers specified. 3. Shop drawings showing bracing type and location. Furnish to Owner,with receipt,the following spare parts for the equipment furnished for this project: 4. Installation details of all bracing used. Provide Carnes,Environmental Technologies Inc.,Johnson Controls,Kreuger,Price Industries,Titus or Trane pressure VVhere a list is provided,manufacturers are listed alphabetically and not in accordance with any ranking or preference. 1. One set of spare filters of each type required for each unit.In addition to the spare set of filters,install new filters prior to 5. Calculations showing that the seismic restraints meet the seismic requirements. independent variable volume fan powered terminal boxes as noted and scheduled on the drawings.Construct box casing of 22 testing,adjusting,and balancing work and before turning system over to Owner. Shop drawings and calculations shall be signed and sealed by a registered professional engineer,licensed in the state of the gauge zinc coated steel,internally lined with minimum R-3.5 fiberglass liner having minimum R-3.5 value and complying with Where manufacturers are not listed,provide products subject to compliance with requirements from manufacturers that have 2. Furnish one complete set of belts for each fan. project and employed by the manufacturer of the seismic bracing products.Calculations shall include dead loads,static seismic UL 181 and NFPA-90A.Fully cover edges of insulation with metal cover strips.Provide removable access panels with airtight been actively involved in manufacturing the specified product for no less than 5 years. 3. Furnish three operating keys for each type of air outlet and inlet that require them, loads,and capacity of materials utilized for connections. gaskets and quarter-turn latches for access to internal box components requiring service. F. COORDINATION 0. TRAINING Seismic bracing,restraints,isolators,and isolation materials shall be of the same manufacturer and shall be certified by the Construct the primary air valve damper of metal with peripheral gasket pivoting in self-lubricating bearings.When closed,the manufacturer.Approved manufacturers are:Amber/Booth Company,Inc.,B-Line/Tolco,ISAT,Kinetics Noise Control,Inc., damper leakage shall not exceed 2 percent of the rated CFM at 3 inches inlet static pressure.Set minimum position of damper Coordinate work with that of other trades so that the various components of the systems are installed at the proper time,will fit At a time mutually agreed upon between the Owner and Contractor,provide the services of a factory trained and authorized Loos&Company,Inc.,Mason Industries,Inc.,Uni-strut,or Vibro-Acoustics.Each device shall have a pre-approval number at the factory and allow field adjustment. the available space,and will allow proper service access to those items requiring maintenance.Components which are representative to train Owner's designated personnel on the operation and maintenance of the equipment provided for this from California OSI-1PD or other recognized government agency showing maximum restraint ratings. installed without regard to the above shall be relocated at no additional cost to the Owner. project. Construct fan blower of steel with FC blades,dynamically balanced wheels and direct drive motor.Provide permanent split Seismic bracing measures to be applied to mechanical,electrical,and plumbing equipment/systems shall be installed in strict capacitor type motors with lubricated bearings and thermal overload protection.Design motor for use with electronic fan speed -...-...-...-..-.... Unless otherwise indicated,the General Contractor shall provide chases and openings in building construction required for Provide training to include,but not be limited to,an overview of the system and/or equipment as it relates to the facility as a accordance with all applicable local,state,and/or federal codes as well as manufacturer's requirements.The most stringent controller.Provide isolation between motor and blower assembly.Provide an electronic speed controller which allows installation of the systems specified herein.Contractor shall furnish the General Contractor with information where chases and whole;operation and maintenance procedures and schedules related to startup and shutdown,troubleshooting,servicing, criteria shall apply.All anchor connections to structure for support of mechanical and electrical equipment,regardless of the continuously adjustable fan speed from maximum to minimum. openings are required.Contractor shall keep informed as to the work of other trades engaged in the construction of the project preventive maintenance and appropriate operator intervention;and review of data included in the operation and maintenance need for seismic restraints,shall be shown on shop drawings. THIS DOCUMENT IS RELEASED and shall execute work in a manner as to not interfere with or delay the work of other trades. manuals. Provide box with a backdraft damper,filter and filter frame,and direct digital controls.Incorporate a single point electrical FOR THE PURPOSE OF . L. AIR FILTERS connection with electrical components enclosed in a single control box with an access panel sealed from primary airflow. PRELIMINARY SUBMITTAL - Figured dimensions shall be taken in preference to scale dimensions.Contractor shall take his own measurements at the Submit a certification letter to the Architect stating that the Owner's designated representative has been trained as specified PHILLIP G. MILLER building,as variations may occur.Contractor shall be held responsible for errors that could have been avoided by proper herein.Letter shall include date,time,attendees and subject of training.The Contractor and the Owner's representative shall Provide Farr 30/30,pleated,throwaway type filters,or similar as manufactured by Air Filter,Inc.,American Air Filter,Flanders, 5. TEMPERATURE CONTROLS checking and inspection. sign the certification letter indicating agreement that the training has been provided, or approved equal,unless otherwise indicated.Air units shall have new filters installed when they are operated before final LICENSE # 84242PE acceptance. Provide materials with trim that will properly fit the types of ceiling,wall,or floor finishes actually installed.Model numbers listed A. GENERAL REQUIREMENTS IT IS NOT TO BE USED FOR Schedule training with Owner with at least 7 days advance notice. in the specifications or shown on the drawings are not intended to designate the required trim. CONSTRUCTION If HVAC equipment is used during the construction period,Contractor shall provide one set of filters when the unit is started P. WARRANTIES and replace filters when needed,but not less than every month.On the day of Substantial Completion,the Contractor shall Provide a complete system of temperature controls including controllers,control panels,thermostats,sensors,time switches, PURPOSES. override timers,actuators,relays,and wiring required to provide the desired control systems specified on the drawings. G. ORDINANCES AND CODES clean the unit and provide a new set of filters in the unit. Warrant each system and each element thereof against all defects due to faulty workmanship,design,or material for a period Work performed under this contract shall,at a minimum,be in conformance with applicable national,state and local codes of 12 months from date of Substantial Completion,unless specific items are noted to carry a longer warranty in the construction M. IDENTIFICATION Submit shop drawings of equipment provided for temperature control.Submit operation and maintenance data,including having jurisdiction.Equipment furnished and associated installation work performed under this contract shall be in strict documents or manufacturer's standard warranty exceeds 12 months.Remedy all defects,occurring within the warranty trouble-shooting maintenance guide,step-by-step procedures indexed for each controller and thermostat function,inspection compliance with current applicable codes adopted by the local AHJ,including any amendments and standards as set forth by period(s),as stated in the General Conditions and Division 01. Provide manufacturer's standard laminated plastic,color coded equipment markers.Conform to the following color code:Green period,cleaning methods and materials,and calibration tolerances. No. Date the following: Provide integrated wiring diagrams showing interconnections between field installed equipment and package wiring furnished for Cooling;Yellow for Heating;Yellow/Green for combination Cooling and Heating;Brown for Energy Reclamation;Blue for -...-...-...-..-.... 1. National Electric Code(NEC) Warranties shall include labor and material,including travel expenses.Make repairs or replacements without any additional other equipment types.Conform to ANSI A13.1 for Hazardous Equipment. 2. National Fire Protection Association(NFPA) costs to the Owner,and to the satisfaction of the Owner,Architect,and Engineer, with the HVAC equipment.Control wiring shall be sized to accommodate the voltage drop associated with the distance 3. Underwriters Laboratories(UL) between the control device and the controller. Provide stenciled signs for equipment identification at Contractor's option or where distance of required identification requires 4. Occupational Safety and Health Administration(OSHA) Perform the remedial work promptly,upon written notice from the Engineer or Owner. lettering larger than 1 inch height.Stencil paint shall be exterior type,oil-based,alkyd enamel,minimum 1-1/4 inch height or 5. American Society of Mechanical Engineers(ASME) Provide supervision and on-job checkout service as required to ensure that installation meets requirements of the specification. greater as required for long distance identification,white or black color for best contrast. 6. American Society of Heating,Refrigeration,and Air Conditioning Engineers(ASHRAE) At the time of Substantial Completion,deliver to the Owner all warranties,in writing and properly executed,including term limits The system shall be guaranteed for a period of one year following the acceptance of the system by the Architect/Engineer. Correct defects occurring during this period at no additional cost to the Owner. 7. American National Standards Institute(ANSI) for warranties extending beyond the one year period and any actions the Owner must take in order to maintain warranty status. Provide duct markers or provide stenciled signs and arrows indicating ductwork service and flow direction in black or white 8. American Society of Testing Materials(ASTM) Each warranty instrument shall be addressed to the Owner and state the commencement date and term, lettering for best contrast with duct or insulation color.Locate markers maximum 50 feet along each duct side and within 5 feet Install control devices with top of device at 48 inches AFF to meet ADA requirements unless otherwise noted on the plans. 9. Other national standards and codes where applicable, of all control and balancing dampers or branch ducts more than 25 feet length and within 5 feet on each side of wall,floor,and 2. GENERAL MATERIALS AND INSTALLATION ceiling penetrations.Provide additional markers in congested areas or at multiple duct runs as required for clarity. Where the contract documents exceed the requirements of the referenced codes,standards,etc.,the contract documents shall B. WIRING take precedence.Where conflicts between various codes,ordinances,rules,and regulations exist,comply with the most stringent. A. BUILDING OPERATION 3. DUCT INSULATION, DUCTVVORK ACCESSORIES, FLUES AND FANS , High voltage wiring is defined as 50 Volts or higher. Low voltage wiring is defined as less than 50 Volts. Division 15 shall be ' responsible for all low voltage wiring. Coordinate high voltage wiring and interlocks to control devices with Division 16. --------------------- Promptly bring all conflicts observed between codes,ordinances,rules,regulations,referenced standards,and these Comply with the schedule of operations as outlined in the architectural portions of this specification.Accomplish work requiring A. DUCT INSULATION Issue Note: documents to the attention of the Architect and Engineer for final resolution.Contractor will be held responsible for any violation interruption of building operation at a time when the building is not in operation and only with written approval of building Owner Provide power and communication wiring with transient protection in accordance with IEEE C62.41.2. All control and interlock of the law. and/or tenant.Coordinate interruption of building operation with the Owner and/or tenant a minimum of seven(7)days in Cover concealed,rigid ductwork with ASTM C553,Type II flexible fiberglass insulation.Installed insulation shall be 1-1/2 inch wiring shall comply with the NEC. Control wiring shall be sized to accommodate the voltage drop associated with the distance advance of work. thick,3/4 pound density,minimum R-4.2 duct wrap,Certainteed or equivalent Johns Manville,Owens-Corning,or Knauf with between the control device and the controller. Control wiring not installed in conduit shall be UL rated for plenum installation. BID/PERMIT SET Procure and pay for permits and licenses required for the accomplishment of the work herein described.Where required, heavy-duty foil-scrim-kraft facing,and with joints taped with 3 inch wide foil tape as follows: All NEC Class 1 (line voltage)wiring shall be UL listed in approved raceway according to the NEC and Division 16 obtain,pay for,and furnish certificates of inspection to Owner. B. EXISTING EQUIPMENT REUSE AND REMOVAL requirements. Maximum allowable voftage for control wiring shall be 120 V. All low-voltage wiring shall meet NEC Class 2 1. Round and rectangular supply and return air ductwork. requirements. Low-voltage power circuits shall be sub-fused when required to meet Class 2 current limit. H. PROTECTION OF EQUIPMENT AND MATERIALS Remove all unused equipment,ductwork,piping,and associated supports.Cap ductwork and piping at mains and seal air and 2. Round and rectangular exhaust and relief air ductwork within 10 feet of exterior discharge. 04/05/2017 water tight. Conduit for Control Wiring: EMT with compression fittings,cold rolled steel,zinc coated or zinc-coated rigid steel with threaded ----------------- „ Store and protect from damage equipment and materials delivered to job site.For materials and equipment susceptible to Insulating materials,adhesives,coatings,etc.,shall not exceed flame spread rating of 25 and smoke developed rating of 50 per connections. Project ID: PORTLAND changing weather conditions,dampness,or temperature variations,store inside in conditioned spaces.For materials and Provide items of HVAC systems modification required because of building remodeling,as noted on the drawings or necessary ASTM E84.Containers for mastics and adhesives shall have U.L.Label. Drawn equipment not susceptible to these conditions,cover with waterproof,tear-resistant,heavy tarp or polyethylene plastic as for proper operation.Match existing materials and construction techniques when modifying existing systems unless specified Pull and Junction Boxes:Size according to number,size,and position of entering raceway as required by National Electrical HEI Codes.Enclosure type shall be suited to location. By: required to protect from plaster,dirt,paint,water,or physical damage.Equipment and material damaged by construction otherwise.Coordinate additional requirements with General Contractor and Architect. - activities shall be rejected and Contractor shall furnish new equipment and material of a like kind at his own expense. B. DUCTWORK Review By: HEI Seal airtight existing ductwork required to be abandoned in place or not in use at the termination of the work. Conceal all control wiring in finished rooms. Do not install Class 2 wiring in raceway containing Class 1 wiring. Boxes and Plot Keep premises broom clean of foreign material created during work performed under this contract.Piping,equipment,etc.shall Provide galvanized steel ductwork and housings as shown on drawings.Construct ductwork including fittings and transitions in panels containing high voltage wiring and equipment may not be used for low-voltage wiring except for the purpose of Date: 04/05/2017 have a neat and clean appearance at the termination of the work. Cap and seal weathertight existing roof curbs and roof openings to be abandoned in place as a result of equipment removal, conformance with current SMACNA standards relative to gauge,bracing,joints,etc.Minimum thickness of duct shall be interfacing the two wires(e.g.,relays and transformers). All wire-to device and wire-to-wire connections shall be made at a ---------------------- terminal block or terminal strip.All runs of communication wiring shall be unspliced length when that length is commercially 26-gauge sheet metal.Reinforce housings and ductwork over 30 inches with 1-1/4 inch angles not less than 5'-6"on centers, Sheet Title: Plug or cap open ends of ductwork and piping systems while stored and installed during construction when not in use to Clean and rebalance existing ductwork,diffusers,registers,and grilles intended for reuse as required or as indicated on and closer if required for sufficient rigidity to prevent vibration.Support horizontal runs of duct from strap iron hangers on available. Label all wiring and cabling at each end within 2 inches of termination with the controller termination number. Label prevent the entrance of debris into the systems. drawings. centers not to exceed 8'-0".Do not support ceiling grid,conduits,pipes,equipment,etc.from ductwork.Coordinate routing of control devices used in the system with permanent labels using the identifiers that match the record documents. ductwork with other contractors such that piping,electrical conduit,and associated supports are not routed through the MECHANICAL I. SUBSTITUTIONS Clean and refurbish existing HVAC equipment intended for reuse as required for proper operation including replacement of ductwork. C. THERMOSTAT CONTROL EQUIPMENT filters,belts,motors,remote controls,and safety interlocks. SPECIFICATIONS The base bid shall include only the products from manufacturers specifically named in the drawings and specifications.No Construct non-VAV supply ducts to meet SMACNA positive pressure of 2 inches w.g.Construct Return,Outdoor and Exhaust Manufacturers and model numbers are listed for reference as to quality and features required for the control devices.Provide substitution will be considered prior to receipt of bids unless written request for approval to bid has been received by the C. COINCIDENTAL DAMAGE ductwork upstream of fans to meet SMACNA negative pressure of 1 inch w.g.Construct exhaust ductwork downstream of fans control devices by Barber-Colman,Honeywell,Johnson Controls,Trane or White Rodgers with quality and features as Engineer at least ten(10)calendar days prior to the date for receipt of bids.Each such request shall include the name of the to meet SMACNA positive pressure of 1 inch w.g. indicated. material or equipment for which substitution is requested and a complete description of the proposed substitution including Repair materials shall match existing construction.Repair work shall meet all requirements of the Owner,local authorities 1,c;.0 M T ---------.... .... drawings,cuts,performance and test data,and other information necessary for an evaluation.Include a statement setting forth having jurisdiction,and meet the satisfaction of the Architect. Construct VAV primary supply air ducts(upstream of terminal boxes)to meet SMACNA positive pressure of 4 inches wg. Seven day programmable,occupied/unoccupied thermostats for on/off or multiple stages of heating and cooling systems shall Sheet No.: changes in other materials,equipment or other work that incorporation of the substitute would require.The burden of proof of Construct VAV secondary supply air ducts(downstream of terminal boxes)to meet SMACNA positive pressure of 2 inches wg. be Honeywell series T6000 or equal with integral subbase.Order thermostat with multi-stage capability as required to match ' the merit of the proposed substitute is upon the proposer.The Engineer's decision of approval or disapproval to bid of a D. CUTTING AND PATCHING scheduled unit cooling/heating stages. heavy proposed substitution shall be final. Seal ductwork with liquid sealant,Hardcast lrongrip 601,Design Polymer DP 1010,United Mcgill duct sealer or - Conform to the requirements in Division 01.Cut walls,floors,ceilings,and other portions of the facility as required to install approved equal,applied according to sealant manufacturer's instructions.Seal all longitudinal and transverse ductwork joints Remote sensors integrated with the thermostat shall be ACI model NCP-SBS stainless steel button type sensor or equal. 1; / Coordinate and verify with other trades whether or not the substituted equipment can be installed as shown on the construction work under this division.Obtain permission from the Architect prior to cutting.Do not cut or disturb structural members without airtight to meet SMACNA Seal Class A.Tapes and mastics shall be listed and labeled in accordance with UL 181A. Illt . drawings without modification to associated systems or architectural or engineering design.Include additional costs for prior approval from the Architect.Cut holes as small as possible.Patch walls,floors,and other portions of the facility as TRAEPPFREOVREEDNWCITEH TOHNISLPEYR architectural and engineering design fees in bid if drawing modifications are required because of substituted equipment. required by work under this division.Patching shall match the original material and construction including fire ratings,if Provide radius elbows,turns,and offsets with a minimum centerline radius of 1-1/2 times the duct width.Where space does not permit full radius elbows,provide short radius elbows with a minimum of two continuous splitter vanes.Vanes shall be the , -,, 3_/. tA ,,„ G1114, .G&STR IJA ARCHITECTS GENERAL NOTES: PLUMBING FIXTURE SCHEDULE: ,;' 1. PROVIDE A CONSTRUCTION RECORD SET OF "AS-BUILT" DOCUMENTS TO THE ARCHITECT FIXTURES IN THIS SCHEDULE OR THEIR APPROVED EQUIVALENT ARE PLUMBING SYMBOLS NOTE: THIS ISA MASTER LEGEND AND NOT ALL SYMBOLS, TOFTHETICONSTRUCTION DOCUMENTS,INSTALLED ERPIPING SPECIFICATIONS.R EQUIPMENT CONTRARY PROVIDED OFHESE TEMSY THE MBING REFERONTO CONTRACTOR. SPECIFICATIONS SHOP FOR FURHER DRAWINGS ON 729 Heinz Avenue, Suite 1 ABBREVIATIONS, ETC. ARE NECESSARILY USED ON THE DRAWINGS. INFORMATION AND INSTALLATION REQUIREMENTS. VERIFY ROUGH-IN 2. DRAWINGS ARE DIAGRAMMATIC ONLY AND REPRESENT THE GENERAL SCOPE OF THE Berkeley, CA 94710 ANNOTATION PIPING WORK. PRIOR TO SUBMITTING BID, VISIT THE JOB SITE TO OBSERVE THE EXISTING REQUIREMENTS WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS AND 51 0 / 848-0895 INSTALL PER MANUFACTURER'S RECOMMENDATIONS. REFER TO THE O PLUMBING PLAN NOTE CALLOUT - DOMESTIC COLD WATER (CW) CONDITIONS OF THE PROJECT. REVIEW THE GENERAL NOTES, SPECIFICATIONS AND ARCHITECTURAL DRAWINGS FOR THE PLUMBING FIXTURE MOUNTING HEIGHTS. FAX 510 / 848-0897 PLANS FOR ADDITIONAL REQUIREMENTS THAT MAY NOT BE SPECIFICALLY CALLED OUT IN BCW SOFTENED COLD WATER (SCW) THIS PORTION OF THE CONSTRUCTION DOCUMENTS. NOTIFY ARCHITECT OF ANY PLUMBING EQUIPMENT DESIGNATION. (CONTRACTOR FURNISHED CONFLICTS OR DISCREPANCIES PRIOR TO SUBMISSION OF BID. "THERM-X-TROL" # ST-5, WELDED STEEL O INSTALLED). REFER TO PLUMBING FIXTURE OR EQUIPMENT -- DOMESTIC HOT WATER (HW) EXPANSION TANK: AMTROL SINK: SINK IS FURNISHED WITH MILLWORK.3. PROVIDE TO THE ARCHITECT A COPY OF INSPECTION REPORTS AND APPROVAL PRESSURE TANK, POLYPROPYLENE LINING, FLEXIBLE BUTYL DIAPHRAGM, AIR FAUCET: GROHE ESSENCE# 32 170G SINGLE SPRAY PULL-OUT 8-9/16" Project: SCHEDULES 0 - DOMESTIC HOT WATER RECIRC. (HWR) CERTIFICATES FROM LOCAL AND STATE INSPECTIONS, REFER TO SPECIFICATIONS. CHARGING VALVE, 150 PSI MAXIMUM WORKING PRESSURE, 2.0 GALLON SPOUT REACH AND 1.5 GPM AERATOR. 1 EQUIPMENT DESIGNATION (OWNER FURNISHED, 140• 140' DOMESTIC HOT WATER (140'} CAPACITY, 0.45 MAXIMUM ACCEPTANCE FACTOR, 3/4" PIPE CONNECTION. SET CC CONTRACTOR INSTALLED) 4. INSTALLATION SHALL COMPLY WITH LEGALLY CONSTITUTED CODES AND THE THE AIR CHARGE PRESSURE TO MATCH EXISTING WATER SYSTEM PRESSURE. 3-COMPARTM_NT SINK: ADVANCE TABCO CONVENIENCE SINK MODEL 94-K3-11D 14"x12" COMPARTMENT AND (2) 16"x14"x12" COMPARTMENT, W T TRAP PRIMER LINE (T) REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION AND ALSO MEET ALL WITH (1) 14 An MECHANICAL EQUIPMENT DESIGNATION (CONTRACTOR FURNISHED REQUIREMENTS OF THE LANDLORD. OBTAIN A COPY OF THE LANDLORDS FCO FLOOR CLEANOUT: JAY R. SMITH, CAST IRON BODY, FLASHING 16 GAUGE TYPE 304 STAINLESS STEEL. I CC 0Ilir SOIL PIPING - ABOVE FLOOR (5) REQUIREMENTS AND REVIEW PRIOR TO SUBMITTING BID. AND INSTALLED UNLESS NOTED OTHERWISE) FLANGE WITH CLAMPING COLLAR, ABS PLUG, AND ADJUSTABLE, ROUND, FAUCET: (PROVIDE WITH 2 FAUCETS): T&S BRASS AND BRONZE r"" -S-- SOIL PIPING - BELOW FLOOR (S) 5. PLANS AND SPECIFICATIONS GOVERN WHERE THEY EXCEED CODE REQUIREMENTS. SECURED, NICKEL BRONZE, TOP. # 4031L (-F-C), SCORIATED TOP FOR WORKS, INC. #8-0231 8" C/C WALL MOUNT MIXING FAUCET W/ 1/2" NPT FEMALE O C) S CONNECTION POINT OF NEW WORK TO EXISTING EXPOSED, FLUSH WITH FINISHEDI FLOOR, APPLICATION(S), # 4031L (-F-C-Y), ECCENTRIC INLET FLANGES, LEVER HANDLES 12" SWING NOZZLE W/ STREAM I �y N W WASTE PIPING - ABOVE FLOOR (W) 6. VERIFY LOCATION AND DEPTH OF UTILITIES AT POINTS OF CONNECTION BEFORE START STAINLESS STEEL MARKER FOR INSTALLATION IN CARPETED FLOOR AREA(S), REGULATOR. in illk DETAIL REFERENCE UPPER NUMBER INDICATES DETAIL NUMBER W- WASTE PIPING - BELOW FLOOR (W) OF PIPING INSTALLATION. 4151 (-F-C), 1/8" RECESS FOR INSTALLATION IN TILED FLOOR AREA(S),)##4191 V r' N LOWER NUMBER INDICATES SHEET NUMBERQ i �, ® GW GREASE WASTE - ABOVE FLOOR (GW) 7. REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND MOUNTING HEIGHTS OF (-F-C), 1/2" RECESS FOR INSTALLATION IN TERRAZZO AND SIMILAR POURED THERMOSTATIC MIXING VALVE: POWERS # LFe480, SOLID LEAD FREE_ Ale, I PLUMBING FIXTURES. FLOOR AREA(S). REFER TO SPECIFICATIONS FOR INSTALLATION. BRASS BODY, THERMOSTATIC WAX ELEMENT, CORROSION RESISTANT Z N __-GW--- GREASE WASTE - BELOW FLOOR (GW) INTERNAL PARTS, AND INTEGRAL CHECKS, ASSE 1070 COMPLIANT, CAPABLE Z ® SECTION CUT DESIGNATION 8. DO NOT SCALE FLOOR PLANS FOR EXACT HORIZONTAL LOCATION OF PIPE ROUTING. 42. FLOOR SINK: JAY R. SMITH # 3161L (-12), 10" DEEP CAST IRON BODY OF 2.2 GPM WITH A 20 PSI DIFFERENTIAL AND A MINIMUM FLOW RATE OF 0.5 0 CC GT STORM DRAIN - ABOVE FLOOR (ST) WITH ACID RESISTING ENAMELED INTERIOR, ANCHOR FLANGE WITH SEEPAGE GPM. SET TEMPERATURE TO 110F FOR DUEL TEMPERATURE LAVATORIES AND -- --- - 9. INSTALL CONCEALED PIPING TIGHT TO THE STRUCTURE AND AS HIGH AS POSSIBLE. HOLES, CLAMP COLLAR, ALUMINUM SEDIMENT BUCKET, AND 12-1/2" SQUARE HAND SINKS, 100F FOR SINGLE TEMPERATURE LAVATORIES AND HAND SINKS I C) 0 STANDARD MOUNTING HEIGHTS -ST- STORM DRAIN BELOW FLOOR (ST) INSTALL EXPOSED PIPING TIGHT TO THE STRUCTURE, WALL OR CEILING AND AS HIGH AS NICKEL BRONZE RIM AND HALF GRATE. USE PUSH-ON JOINT OF OUTLET SIZE AND 120F FOR SINKS. MOUNT BELOW THE PLUMBING FIXTURE WHERE Cg .1 W 1 -- OST -- OVERFLOW STORM DRAIN - ABOVE FLOOR (OST) POSSIBLE. COORDINATE WITH OTHER TRADES TO AVOID CONFLICTS. AS SHOWN ON PLANS. INDICATED ON PLAN(S). Fiez 2 a PLUMBING (AFF, AFG, UNLESS NOTED OTHERWISE) 10. VALVES SHALL BE LINE SIZE UNLESS OTHERWISE NOTED. + --VBG- VENT BELOW GRADE (VBG) SBC-1400, CC REFER TO THE ARCHITECTURAL DRAWINGS FOR PLUMBING FIXTURE MOUNTING HEIGHTS. ---VBF---- VENT BELOW FLOOR (VBF) 11. PIPING IN FINISHED AREAS SHALL BE ROUTED CONCEALED. HIGH es TERRAZZO BASIN WITH R'S SINK: LINTEGRAL LIAMS # STAINLESS STEEL DRAIN BODY. ® SNGLETIME WPOLE SINGLE ITCH; MT ROW, ELECTRONIC ATIC �TIMED SWITCH OR EQUAL BY TORK. Q (f) V < UNO, INSTALL PLUMBING FIXTURES WITH THE MOUNTING HEIGHTS AS LISTED BELOW ID INDIRECT DRAIN (ID) 12. INSTALL NO PLASTIC PIPE OF ANY KIND ABOVE SLAB INSIDE OR UNDER THE BUILDING. INSTALL BASIN FLUSH WITH TILE FLOOR. TIME SWITCH SHALL BE MOTOR RATED (1 H.P. Cit 120 VOLT, SINGLE PHASE), I <14 < _,I WITH FINAL APPROVAL BY THE ARCHITECT. INSTALL NO PLASTIC PIPE IN THE CEILING RETURN AIR PLENUM. FAUCET: CHICAGO FAUCET # 897-CP FAUCET WITH WALL MINIMUM OF 20 SET POINTS (14 ON/OFF CYCLES) AND BATTERY BACK UP. I CDII CONDENSATE DRAIN - HIGH EFFICIENCY RTU (CDH) 13. COORDINATE ALL WORK WITH OTHER TRADES AND CONTRACTORS. BRACE, INTEGRAL VACUUM BREAKER, PAIL HOOK, AND 3/4" MALE HOSE COORDINATE WITH DIVISION 16 FOR INSTALLATION AND INTERLOCK OF TIME CI- CD CONDENSATE DRAIN (CD) THREADED OUTLET. SECURE FAUCET IN WALL WITH BACKBOARD. SWITCH IN SERIES WITH THE AQUASTAT AND RECIRCULATION PUMP. V) ir ADA ACCESSIBLE DRINKING FOUNTAIN 17" FLOOR TO RIM 14. COORDINATE PIPING INSTALLATION WITH STRUCTURAL GRADE BEAMS, FOOTINGS, COLUMN TRIM: BP TYPE 304, 20 GAUGE, STAINLESS STEEL WALL 1 O ADA ACCESSIBLE LAVATORIES 34" FLOOR TO RIM ACD AUXILIARY CONDENSATE DRAIN (ACD) PIERS, ETC. SLEEVE PIPING THROUGH GRADE BEAMS, FOOTING, ETC. WHERE REQUIRED SURROUNDS, ]# T-35 THREE FOOT LONG REINFORCED HOSE WITH 3/4" WC FLOOR-MOUNTED WATER CLOSET (ADA ACCESSIBLEL AMERICAN STANDARD " EL ADA ACCESSIBLE SHOWER VALVES 38" MINIMUM TO 48" MAXIMUM CPO SUMP OR SEWAGE PUMP DISCHARGE (SPD) AND AS NOTED ON PLANS. COORDINATE SLEEVE INSTALLATIONS WITH THE ARCHITECT, CHROME COUPLING AND WALL HOOK, # V-70 EXTRUDED VINYL BUMPER CADET" TANK TYPE WHITE VITREOUS CHINA FIXTURE WITH ELONGATED BOWL, in STRUCTURAL ENGINEER, STRUCTURAL CONTRACTOR AND GENERAL CONTRACTOR BEFORE GUARD, AND # T-40 24" STAINLESS STEEL MOP HANGER. 1.6 GALLON PER FLUSH, CLOSE COUPLED TANK WITH PRESSURE ASSISTED SIPHON JET ACTION AND SPEED CONNECT TANK/BOWL COUPLING SYSTEM. I LO FLOOR TO CENTERLINE G NATURAL GAS (G) CONCRETE IS INSTALLED. LAV )WALL-MOUNTED LAVATORY (ADA ACCESSIBLE): AMERICAN STANDARD INSTALL SIDE MOUNTED CHROME TRIP LEVER ON THE WIDE SIDE OF THE STALL. ADA ACCESSIBLE TUB VALVES CENTER BETWEEN GRAB BAR ----G---- NATURAL GAS ON ROOF (G) 15. CLEAN FAUCET AERATORS AND PIPE STRAINERS PRIOR TO TURNING BUILDING OVER TO # 0356.421 "LUCERNE" 20-1/2" X 18-1/4" RECTANGULAR WALL MOUNTED BOWL: #3483.016 LEFT HAND TRIP LEVER TANK: #4142.016 RIGHT HAND TRIP 00 AND TUB RIM MPG MEDIUM PRESSURE NATURAL GAS (MPG) THE OWNER. WHITE VITREOUS CHINA FIXTURE WITH FAUCET LEDGE AND FRONT OVERFLOW. LEVER TANK: #4142.800. REFERENCE DRAWINGS FOR EXACT NUMBER OF RIGHT I ID ADA ACCESSIBLE URINALS 17" FLOOR TO RIM 16. COORDINATE PIPE ROUTING AWAY FROM ELECTRICAL PANELS. DO NOT INSTALL PIPING FAUCET: TOTO # TEL111 SERIES "HELIX", LEAD FREE FAUCET, .25 GPC AND LEFT HAND TRIP LEVER TANKS REQUIRED. --MPG--- MEDIUM PRESSURE NATURAL GAS ON ROOF (MPG) OVER ELECTRICAL PANELS. TRIM: McGUIRE # 155A GRID DRAIN WITH TAILPIECE, McGUIRE # LF2165CCLK TRIM: CHURCH # 9500SSC WHITE OPEN-FRONT CONTOURED, SOLID ------------- ADA ... ••..ADA ACCESSIBLE WATER CLOSET 17" TO 19" FLOOR TO NPW NON POTABLE WATER (NPW) 17. WATER HAMMER ARRESTORS SHALL BE SIZE "A" UNLESS NOTED OTHERWISE. LEAD FREE BRASS LOOSE KEY COMPRESSION ANGLE STOP VALVES WITH PLASTIC. HEAVY DUTY, SEAT LESS COVER WITH SELF-SUSTAINING CHECK Consultants: TOP OF SEAT RISERS AND ESCUTCHEONS, McGUIRE # B8872CF 1-1/4" 17 GAUGE CAST HINGES AND STAINLESS STEEL BOLTS, McGUIRE # LF2166CC LEAD FREE LPG LIQUIFIED PETROLEUM GAS (LPG) 18. PROVIDE VERTICAL LIFT SPRING LOADED CHECK VALVES IN HOT AND COLD WATER BRASS ANGLE STOP VALVE WITH RISER AND CHROME-PLATED ESCUTCHEON. ADA ACCESSIBLE WATER COOLER 35" FLOOR TO RIM W3 WATER SERVICE (WS) SUPPLIES FOR MOP SINK FAUCETS DOWNSTREAM OF SHUTOFF VALVES. CHROME PLATED BRASS ADJUSTABLE P-TRAP AND WASTE ARM WITH STRUCTURAL ENGINEER ADULT STANDARD DRINKING FOUNTAIN 41" FLOOR TO RIM CLEANOUT PLUG AND ESCUTCHEON, CONCEALED ARM CARRIER WITH (WCO) WALL CLEANOUT: JAY R. SMITH # 4530S, CAST IRON CLEANOUT TEE, Murphy Burr Curry, Inc. FF' FIRE PROTECTION (FP) 19. PROVIDE WALL PIPES AT PIPING PENETRATIONS OF ELEVATED WATERPROOF FLOOR STANCHIONS TO FLOOR, AND PLUMBEREX "PRO-EXTREME' # X-4222 COUNTER SUNK PLUG, STAINLESS STEEL ROUND COVER AND SCREW, AND 85 Second Street ADULT STANDARD WATER COOLER 41" FLOOR TO RIM PD CONDENSATE PUMP DISCHARGE (PD) SLABS, REFER TO SPECIFICATIONS. INSULATION KIT FOR WATER AND WASTE PIPES. IRON PLUG WITH GASKET SEAL. REFER TO SPECIFICATIONS FOR San Francisco, CA 94105 CHILD STANDARD DRINKING FOUNTAIN 30" FLOOR TO RIM INSTALLATION. _ _ _ r TEL: 415.546.0431 EXISTING PIPING TO BE REMOVED (PRV) PRESSURE REDUCING VALVE: WATTS # LFU5B-LP-GG-Z3, LEAD FREE CHILD STANDARD WATER COOLER 30" FLOOR TO RIM GENERAL DEMOLITION NOTES: BRONZE BODY WITH INTEGRAL STRAINER WITH STAINLESS STEEL SCREEN, cm WATER HEATER: A.Q. SMITH #DRE-52-15KW, 52 GALLON GLASS LINED STORAGE - EXISTING PIPING TO REMAIN STAINLESS STEEL SEAT, SEALED SPRING CAGE, INTEGRAL THERMAL TANK, THREE 5KW DIRECT-IMMERSION HEATING ELEMENTS, SURFACE-MOUNTED CHILD URINAL 14" FLOOR TO RIM 1. PRIOR TO SUBMITTING BID, VISIT THE JOB SITE AND BECOME FULLY ACQUAINTED WITH/ VENT PIPING (V) THE EXISTING CONDITIONS OF THE BYPASS, 160E MAXIMUM OPERATING TEMPERATURE, 160 LB. PRESSURE THERMOSTATS, ANODE ROD, T & P VALVE, AND 27 GALLONS PER HOUR REVIEW THE GENERAL PROJECT. NOTES, CLINIC SERVICE SINKS 30" FLOOR TO RIM SPECIFICATIONS AND OTHER DRAWINGS FOR ADDITIONAL REQUIREMENTS WHICH MAY NOT GAUGE AND TAPPING, 3j4" INLET AND OUTLET, 10 - 35 PSI REDUCED RECOVERY ATA 100 DEGREE TEMPERATURE RISE. SET WATER HEATER JANITOR'S SINK FAUCET FITTINGS 42" FLOOR TO CENTERLINE ® SQUARE FLOOR DRAIN (FS), SIZE & TYPE PRESSURE RANGE. SET OUTLET PRESSURE TO 35 PSI. OPERATING TEMPERATURE TO 120'F. ROUND FLOOR DRAIN (FD), SIZE & TYPE BE SPECIFICALLY CALLED OUT IN THIS PORTION OF THE CONSTRUCTION DOCUMENTS. HOSE BIBBS 36" AFF TO CENTERLINE NOTIFY ARCHITECT; ENGINEER AND/OR OWNER OF CONFLICTS OR DISCREPANCIES PRIOR REQUIREMENTS: 15KW, 208 VOLT THREE PHASE, 41.6 FULL ICE MAKER OUTLET BOXES 24" FLOOR TO CENTER OF BOX ID ROOF DRAIN (RD), SIZE & TYPE TO SUBMISSION OF BID. RP RECIRCULATION PUMP: BELL & GOSMOI I NSF WET ROTOR LOAD AMPS. TYPE INLINE PUMP WITH 2800 RPM MOTOR,, F LEAD FREE CAST BRONZE BODY LAVATORY OR SINK 31" FLOOR TO RIM :! BALL VALVE 2. EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS AND SITE VISITS AND MAY WITH UNION CONNECTIONS, CAPACITY OF 2 GPM AT 7 FEET OF HEAD. (WHA) WATER HAMMER ARRESTER: PRECISION PLUMBING PRODUCTS, NOT REFLECT EXACT "AS-BUILT" CONDITIONS. FIELD VERIFY EXISTING CONDITIONS PROVIDE WITH HONEYWELL #L6006C SURFACE MOUNTED AQUSTAT WITH HARD DRAWN COPPER BODY WITH WROUGHT COPPER FITTINGS, PISTON TYPE 1HENDERSON NON FREEZE HYDRANT 18" AFG TO CENTERLINE D� CONTROL VALVE PRIOR TO SUBMITTING FINAL BIDS. COORDINATE NEW WORK AND DEMOLITION WITH SINGLE POLE DOUBLE THROW SWITCH FOR CIRCULATOR CONTROL AND WITH LUBRICATED EPDM "0" RING SEALS, MEETING ASSE 1010 OR PDI WH-201. OTHER DISCIPLINES AND EXISTING CONDITIONS PRIOR TO CONSTRUCTION. ADJUSTABLE DIFFERENTIAL SET TO 10F. SET AQUASTAT TO SHUT OFF PROVIDE PDI SIZES "A" THROUGH "F" AS SHOWN ON PLANS. PROVIDE SIZE "A" Et�GIt�EERSI SHOWER HEADS 6'-6" MEN & 6'-O" WOMEN Dai SHUTOFF VALVE N4 CHECK VALVE 3. OWNER RETAINS RIGHTS OF SALVAGE FOR EQUIPMENT AND FIXTURES TO BE REMOVED. RECIRCULATION PUMP AT WATER HEATER SET POINT AND ON AT 10F BELOW UNLESS SHOWN OTHERWISE ON THE PLANS. FLOOR TO CENTERLINE SET POINT. COORDINATE WITH THE OWNER THE EQUIPMENT AND FIXTURES TO BE SALVAGED AND WATER METER: BADGER METER # M55 1", LEAD FREE BRONZE 150 WEST 36TH STREET,FLOOR 4 SHOWER VALVES 48" MEN & ELECTRICAL REQUIREMENTS: 120-VOLT, 0.4 FULL LOAD AMPS.42" WOMEN FLOOR BALANCING VALVE WITH PRESSURE PORTS THE LOCATION FOR STORAGE. AVOID DAMAGE TO EQUIPMENT, FIXTURES AND DEVICES ® NEW YORK,NY 10018 TO CENTERLINE In WATER METER DURING DEMOLITION WORK AND DURING TRANSPORT TO OWNER'S DESIGNATED STORAGE LOCATION. CRT ) REMOTE TOTALIZER: BADGER METER # RTR PULSE MAINCASE AND MEASURING CHAMBER, BOTTOM PLATE, STAINLESS STEEL TRIM AND BOLTS, THERMOPLASTIC STRAINER, OSCILLATING TEL 212 413$400 FAX 212 413 8401 STANDARD URINALS 22" FLOOR TO RIM GENERATOR FOR MOUNTING IN METER REGISTER WITH REMOTE PISTON MEASURING ELEMENT, STRAIGHT READING HERMETICALLY www.hei-eng.com t lc'. STRAINER TOTALIZER. PULSE GENERATOR WITH SEALED THERMOPLASTIC BODY 1550004180 4. REMOVE ITEMS SHOWN HEAVY LINED AND/OR CROSSHATCHED AND/OR NOTED TO BE SEALED REGISTER, REGISTRATION IN US GALLONS, MAGNETIC DRIVE, SURGEON'S SCRUB-UP SINKS 35" FLOOR TO FRONT RIM AND LITHIUM BATTERY POWER. REMOTE TOTALIZER #RED WITH AND COMPLIANCE WITH ANSI AWWA C700. PROVIDE WITH REMOTE 32" i ti STRAINER WITH BLOWOFF REMOVED. PLASTIC BODY, SOLENOID AND RATCHET ARM AND REGISTERED IN / TUB VALVES FLOOR TO CENTELINE READING SYSTEM IF / AS REQUIRED. RELIEF/SAFETY VALVE 5. AVOID DAMAGING EXISTING SURFACES AND EQUIPMENT TO REMAIN FOR NEW GALLONS. PROVIDE CONTROL WIRING FROM PULSE GENERATOR TO WASHING MACHINE OUTLET BOXES 42" FLOOR TO RIM SOLENOID VALVE INSTALLATION. REPAIR ANY DAMAGE CAUSED DURING WORK AT NO EXTRA COST TO THE TOTALIZER PER MANUFACTURERS INSTALLATION INSTRUCTIONS. IA WATER CLOSET 15" FLOOR TO RIM OWNER. it PRESSURE REDUCING VALVEegm SINK AND FAUCET: ADVANCE TABCO # 7-PS-80 ONE PIECE DEEP 6. SEAL ALL PENETRATIONS THROUGH FLOORS, WALLS, CEILINGS AND ROOFS WHERE DRAWN 304 STAINLESS SINK 10"x14"x5" STAINLESS STEEL BASKET DRAIN 1-1/2" ABBREVIATIONS PLUMBING COMPONENTS ARE REMOVED AND WHERE THE EXISTING PENETRATION IS NOT IPS. INTEGRAL TOWEL DISPENSER AND LIQUID SOAP DISPENSER. SPLASH USED FOR THE NEW INSTALLATION. REPAIR SURFACES TO MATCH ADJACENT AREAS. AFF ABOVE FINISHED FLOOR MH MANHOLE A THERMOSTATIC MIXING VALVE MOUNTED 4"OC GOOSENECK FACUET FURNISHED WITH AERATOR. INCLUDES AFG ABOVE FINISHED GRADE MIN MINIMUM PA 7. INSTALL PERMANENT CAPS WHERE PIPING IS REMOVED AND THE EXISTING TAPS ARE LEVER OPERATED DRAIN AND BUILT-IN OVERFLOW WITH PLASTIC OVERFLOW AHU AIR HANDLING UNIT N/C NORMALLY CLOSED II PIPE ANCHOR NOT USED FOR THE NEW INSTALLATION. INSTALL TEMPORARY CAPS WHERE PIPING IS TUBE AND SPRING CLAMPS. P-TRAP IS 1-1/2". BFF BELOW FINISHED FLOOR Nj0 NORMALLY OPEN = EXPANSION JOINT EJ REMOVED AND THE EXISTING TAPS WILL BE USED FOR THE NEW INSTALLATION TO PROTECT THE INTERIOR SURFACES UNTIL NEW PIPING IS INSTALLED. BEG BELOW FINISHED GRADE ORD OVERFLOW ROOF DRAIN BACKFLOW PREVENTER BOP BOTTOM OF PIPE PDI PLUMBING DRAINAGE INSTITUTE 8. REMOVE PIPE HANGERS, PIPE SUPPORTS AND EQUIPMENT SUPPORTS WHERE PIPING OR BOS BOTTOM OF STRUCTURE PVC POLYVINYL CHLORIDE 1 CLEANOUT EQUIPMENT IS REMOVED AND THE EXISTING HANGERS AND SUPPORTS ARE NOT USED ---------- BTU BRITISH THERMAL UNIT PRV PRESSURE REDUCING VALVE 7 CAP FOR THE NEW INSTALLATION. CPVC CHLORINATED POLYVINYL RD ROOF DRAIN9. VERIFY THAT EXISTING EQUIPMENT TO REMAIN IS OPERATING PROPERLY. NOTIFY THE CHLORIDE RPM REVOLUTIONS PER MINUTE =I WALL CLEANOUT (WCO) ARCHITECT, ENGINEER AND/OR OWNER OF ANY DAMAGED AND/OR MALFUNCTIONING DN DOWN RTU ROOFTOP UNIT ® FLOOR CLEANOUT (FCO) COMPONENTS. DFU DRAINAGE FIXTURE UNIT SF SQUARE FEET, SUPPLY FAN © EXTERIOR CLEANOUT (ECO) 10. WHERE SHUTDOWN OF EXISTING ACTIVE PIPING SYSTEMS IS REQUIRED DURING DS DOWNSPOUT SP SUMP PUMPJp ELBOW UP DEMOLITION PHASE OF WORK IN PREPARATION FOR NEW TIE-IN PHASE OF WORK, ETR EXISTING TO REMAIN SS STAINLESS STEEL, SANITARY COORDINATE WITH THE OWNER AND MINIMIZE DOWNTIME. VERIFY EXISTING SYSTEMS, EWC ELECTRIC WATER COOLER SEWER, SOIL STACK :7 ELBOW DOWN EQUIPMENT, AND COMPONENTS WILL BE PROVIDED WITH BACKUP SERVICE WHERE (E) EXISTING TDH TOTAL DYNAMIC HEAD TEE UP REQUIRED. NOTIFY OWNER A MINIMUM OF SEVEN (7) DAYS PRIOR TO INTERRUPTION OF SERVICE. FD FLOOR DRAIN TFA TO FLOOR ABOVE ,:: TEE DOWN FFA FROM FLOOR ABOVE TFB TO FLOOR BELOW FF8 FROM FLOOR BELOW TYP TYPICAL IQ ELBOW UP WITH SHUT-OFF VALVE (SOV) FF FINISHED FLOOR UL UNDERWRITERS LABORATORIES, 1 ELBOW DOWN WITH SHUT-OFF VALVE (SOV) 2009 UPC Fixture Loading FL FLOW LINE INC. ,& TEE UP WITH SHUT-OFF VALVE (SOV) HOT COLD COMBINED TOTAL TOTAL TOTAL No. Date FLA FULL LOAD AMPS UNO UNLESS NOTED OTHERWISED.F.U. TOTAL FIXTURE •• •• •• FLR FLOOR UPS UNINTERRUPTIBLE POWER SUPPLY it TEE DOWN WITH SHUT-OFF VALVE (SOV) FIXTURE TYPE QTY (EA) D.F.U. S.F.U. S.F.U. S.F.U. S.F.U. S.F.U. SERVICE H E I N H E D U L E GPM GALLONS PER MINUTE V VOLT(S) * "A" WATER HAMMER ARRESTER (WHA) (EA) (EA) (EA) (HOT) (COLD) S.F.U. FIXTURE COLD WATER HOT WATER WASTE VENT HD HEAD, HUB DRAIN VCP VITRIFIED CLAY PIPE WITH PDI SIZES, (A, B, C, D, & E) DISHWASHER(RESIDENTIAL) 1 2.0 2.0 1.50 0.00 1.50 1.5 0 1.5 WATER CLOSET(TANK) 1/2" 4" 2" IE INVERT ELEVATION VS VENT STACK SINK(KITCHEN) 2 2.0 4.0 1,13 1.13 1.50 2.25 2.25 3.0 LAVATORY/HAND SINK 1/2" 1/2" 2" 1-1/2" IN WC INCHES OF WATER COLUMN VTR VENT THROUGH ROOF ® RECIRCULATION PUMP LAVATORY 1 1.0 1.0 0.75 0.75 1.00 0.75 0.75 1.0 JANITOR'S SINK 1/2" 1/2" 3" 2" JB JUNCTION BOX WI WITH t!; P-TRAP SERVICE SINK(MOP BASIN) 1 3.0 3.0 2.25 2.25 3.00 2.25 2.25 3.0 SINK 1/2" 1/2" 2" 2" J-BOX JUNCTION BOX W/0 WITHOUT :Tt GAS COCK WATER CLOSET(1.6 GPF TANK) 1 4.0 4.0 0.00 2.50 2.50 0 2.5 2.5 kW KILOWATTSPECIALTY KITCHEN EQUIP. WC WATER COLUMN TRAP PRIMER MAU MAKE-UP AIR UNIT WS WASTE STACK MAX MAXIMUM SINK(3 COMPARTMENT)(2"IVV) 1 4.0 4.0 3.00 I 3.00 I 4.00 3 3 4.0 NOTE: ONLY WSFU WATER SUPPLY FIXTURE UNIT +�rlT TRAP PRIMER WITH DISTRIBUTION UNIT REFERENCE ONLY MBH 1000 BTU PER HOUR TOTAL UNITS: 7 18.0 9.8 10.8 15.0 PIPE SIZES SHOWN ARE MINIMUM. NOT APPROVED WITH THIS PERMIT ----- Issue "" "' "` "' ""Issue Note: BID/PERMIT SET WATER PIPE SIZING CHART PLUMBING PIPE MATERIAL SCHEDULE 04/05/2017 FIXTURE UNITS VS.PRESSURE LOSS _PIPING SYSTEM ABBREVIATION PIPING MATERIAL ... ... ... ... .... IN PSI/100 FEET FOR TYPE"L"COPPER TUBE SANITARY DRAINAGE&VENT(ABOVE GRADE) 5,WOR V HU BLESS CAST IRON Project ID: PORTLAND COLD WATER @ 5 PSI/100' HOT WATER @ 5.0 PSI/100' SANITARY DRAINAGE&VENT(BELOW GRADE) S,WOR V SERVICE WEIGHT CAST IRON (PVC DVW OPTIONAL) Drawn HEI PIPE FLUSH TANK FLUSH VALVE VELOCITY FLOW FLUSH TANK VELOCITY FLOW POTABLE WATER(ABOVE GRADE) CW,HW OR HWR TYPE L HARD DRAWN COPPER By: SIZE SFU SFU FEET/SEC GPM SFU FEET/SEC GPM POTABLE WATER-2"&SMALLER(BELOW GRADE) CW,HW OR HWR TYPE K SOFT ANNEALED COPPER Review By: HEI 1/2" 1.6 N/A 3.1 2.4 * * INDIRECT DRAIN-1"&SMALLER ID TYPE M HARD DRAWN COPPER Plot 04/05/2017 3/4" 6.9 N/A 3.9 6.3 * * * Date: ---------- 1" .. - -1" 16 N/A 4.7 12.5 * * * REFER TO SPECIFICATIONS FOR FITTINGS, INSTALLATION REQUIREMENTS AND FURTHER INFORMATION Sheet Title: 1-1/4" 32 4 5.4 22.0 19.75 5 19,5 1-1/2" 59.6 15.8 5.9 35.0 44.3 5 27.5 2" 214 116 7.5 72.0 120 5 48 DRAWING DRAWING TITLE PLUMBING 2-1/2" 476 360 8 119.3 245 5 74 ESL GENERAL NOTES 3" 748 700 8 170 407.9 5 106.5 P0.0 PLUMBING GENERAL NOTES AND SCHEDULES AND SCHEDULES 4" 1746 1746 8 299 847 5 186.0 P1.1 PLUMBING WASTE AND VENT PLAN 6" 5830 5830 8 750.0 4849 5 641.0 P1.2 PLUMBING DOMESTIC WATER PLAN Sheet No.: � 8" 8415 8415 8.0 1073.0 - - - P2.1 PLUMBING DETAILS I SIZED WITH HAZEN WILLIAMS CONSTANT"C=135" *UTILIZE COLD WATER SIZING CHART P3.1 PLUMBING SPECIFICATIONS s 1O_() - L D J C 4 GORING&STRAJA ARCHITECTS PLUMBING PLAN NOTES: OCOORDINATE PIPE ROUTING AWAY FROM ELECTRICAL PANELS IN WALL BEHIND RESTROOM. DO NOT ROUTE PIPING OVER ANY ELECTRICAL PANELS OR TRANSFORMERS. 729 Heinz Avenue, Suite 1 Berkeley, CA 94710 2 DISCHARGE 2" INDIRECT WASTE FROM 3 COMPARTMENT SINK TO FLOOR 5101848-0895 SINK WITH AIR GAP, FAX 510 / 848-0897 3 CONNECT NEW SANITARY PIPING TO EXISTING 4"S. FIELD VERIFY EXACT SIZE, LOCATION AND INVERT ELEVATION BEFORE COMMENCING WORK. —••• ••• ••• ••• •••• 0 CONNECT NEW VENT PIPING TO EXISTING 3"V. FIELD VERIFY EXACT Project: LOCATION AND SIZE BEFORE COMMENCING WORK. ❑ CC 55 ROUTE WATER HEATER T&P RELIEF PIPING AND DRAIN PAN PIPING TO JANITOR SINK. PROVIDE WITH CODE COMPLIANT AIR GAP. ROUTE PIPING w TIGHT TO WALL. CC OPROVIDE ACCESSIBLE CLEANOUT ON THE VERTICAL PORTION OF THE III' WASTE AND VENT RISER. SEE DETAIL FOR ADDITIONAL INFORMATION. O0 4 ❑ CV i 1 d � CV 1) VCf) N z z° °6 CC _ _ Q I H 0 141 - I I 41_4 .. 1••(.C. 11--) T 41=1911U . NO FOOD PREPARATION IS TAKING PLACE. THE USE OF THE Ce J r 3-COMPARTMENT SINK TO TO CLEAN ITEMS NEED FOR THE PREPARING Z I ❑ A SERVING OF COFFEE AND SIMILAR BEVERAGES. CM CCE- 1 U_I Z Oak J / ELECTRICAL CONDUIT AND CONDENSATE DRAIN LINES MU57 IMMEDIATELYti 0- < < PENETRATE ROOF AND RUN ALONG THE UNDERSIDE OF THE ROOF I- .------ e `� ! ; Co • 17 STRUCTURE. CONDENSATE DRAINS MUST RUN INSIDE TENANTS O / CC ��' O • PREMISES AND DRAIN TO EITHER FLOOR SINK OR MOP SINK INSIDE / ' v I _0 _ - TENANTS PREMISES. 0. ii r:7: f+ 4-1, . f* EQUIPMENT AND V NTCAN ONLY INT INSIDE THEROOF In � ,-„�„_,_.,_:+:+� VENTS 0 L BE INSTALLED SDE 00 _ _ _ I WELL AREA. NO EQUIPMENT AND VENTS TO BE PLACED AT MANSARD 00 0 ____________ ____------ 1 4 a ��h\IIlI y_ (TILE) ROOF AREA. ,f.,:f. �_.y - . : frg 0 I111I ALL ROOF EQUIPMENT, VENTS, AND ASSOCIATED CONDUIT LINES Consultants: _ O a dil, INSTALLED DURING THE TENANT IMPROVEMENT CONSTRUCTIONS ON THE 1:1 s ROOF MUST BE PAINTED. THE PAINT COLOR SPECIFICATION IS GLIDDEN STRUCTURAL ENGINEER PROFESSIONAL PAINT DEVFLEX HP #421 6-0500L SEMI-GLOSS ENAMEL. Murphy Burr Curry, Inc. 85 Second Street 4 / r==-__-_-�4 EQUIPMENT, EXHAUST FANS, AND UTILITY VENTS CANNOT BE HIGHER San Francisco, CA 94105 STORAGE TEL: 415.546,0431 108 41 ~�Q '?` THAN PARAPET WALL IN THE ROOF WELL AREA. 01 ' SALES AREA `� ,� ow 1: I 101 - / 11111 F71HENDERSON . 4 N El rtJENGINEERSN _ 7 H ;`< 150 WEST 36TH STREET FLOOR 4 nNEW YORK,NY -�� $ ; .;?O INA I M� 7 TEL 212 413 8 00 FAX 10018 413 8401 �0 O www.hei-eny.com Fco Oi `""`” 1 6500041 80 �'� y ETR �� oIiiii ----<2 /e) 5 4"S(ETR) � P2.17 011111 1 . . I 3'v AA , 3" sn FS �+ ly (Fca) 1:1 oi wco� .r. yr N>.------fl /� ri - N r• Ac - • Ak . i *?:' 12. /4 - -—27w— -..._ Agh -.3"yy C N P2.1 E�� 5 wC0 (SK 2) WCO O1 Z"� $ AK ROOM 2 1 — —2"V BFF— — :22"*.._.. .o.°"°. ''1/2' 106 r _2„W_, - -�,i (1) 1!) 1 • .,i, . 1 ,)",/ LAV 05 / 1 1"."......”'4 117.........(, ../' 7'. -'31 - -:'-- IIL • , r,- ''< OFFICE it (LAV) 109 la - r--- No. Date J,1 / 2° 2°� \ 106 cam . EMPLOYEE : 5 ®\ J 1\ W vV i �\ l LI BATHROOM ® WCO C0 •••••..,%,. \ v` I DAN.C. IT CL05ET Z"w\ " (WCO) I lir •.O CO® P2.1 104 105 . ■ 4 5 Z -=Iii a n. ) ® \� \< Y WCO - %3"w (WCO) -------------- \,. Ne Issue Note: \ U ........ BID/PERMIT SET Ly 04/05/2017 OBI Project ID: PORTLAND Drawn BY: H E I Review By: H E Plot 04/05/2017 PLUMBING WASTE AND VENT RISER NOT TO SCALE 0 PLUMBING WASTE AND VENT PLAN0 : +'`: 1/4"-1 -0" III IP Date: 1 MS MEI'NM NNWIBM INV Sheet Title: PLUMBING WASTE REFERENCE ONLY AND VENT PLAN NOT APPROVED WITH THIS PERMIT Sheet No.: 3 PU1 L L A '' ' ,,0 GOR1Ii18&STRAJA ARCHITECTS PLUMBING PLAN NOTES: OCOORDINATE PIPE ROUTING AWAY FROM ELECTRICAL PANELS BEHIND RESTROOM WALL. DO NOT ROUTE PIPING OVER ANY ELECTRICAL PANELS OR 729 Heinz Avenue, Suite 1 TRANSFORMERS. Berkeley, CA 94710 o CONNECT NEW 1"CW TO EXISTING CW PIPING OF EQUAL 510 / 848-0895 OR GREATER SIZE AND ROUTE OVER RESTROOM CEILING. FAX 510 / 848-0897 FIELD VERIFY EXACT SIZE AND LOCATION PRIOR TO BEGINNING WORK. ... ... ... ... .... E; 0 ROUTE PIPING OF SIZE INDICATED DOWN IN WALL AND Project: BELOW GRADE. REFER TO DETAIL. 0 CC O SET TIMER TO START RECIRC PUMP ONE HOUR BEFORE AND STOP ONE HOUR AFTER NORMAL BUSINESS HOURS. UJ COORDINATE HOURS OF OPERATION WITH TENANT CC I. , REPRESENTATIVE. C5 d Nco N1 . 0 _ rn z z 06 W Q � Mo • g `. . 1 __1 1� ..._ _ , ip -- I- "-s ` "` *L, gii_'*-u_- ed _1 CDr- . _ _.. _ _ ___ . _. a. ic" z o I z = w . I 0 w ----------1-------w /w' tA 0 cra U <r opo CL H u) CC � o BASIS OF DESIGN FOR THE DOMESTIC WATER DISTRIBUTION, CL • MP *s{# SIZING, AND PLUMBING FIXTURE SELECTION AS SHOWN IN _ _ (1) f Illi THIS DOCUMENT ARE BASED UPON A MINIMUM AVAILABLE CD eftF.-.sj _ _ _ _ }E+<1 } WATER SERVICE PRESSURE OF 39 PSI AT THE POINT OF0 • - CONNECTION TO THE UTILITY WATER SERVICE PIPINGLO . H SHOULD AVAILABLE DOMESTIC WATER PRESSURE BE LESS 00 �� 1.-- 4 _, THAN 439 PSI, AT MINIMUM 18 GPM, THEN LANDLORD SHALL BE RESPONSIBLE FOR PROVIDING A DOMESTIC WATER 1 p BOOSTER PUMP SYSTEM. SHOULD AVAILABLE DOMESTIC In - ' p Illlflll WATER PRESSURE BE GREATER THAN 80 PSI, THEN OWNER = o7 3 ':"0 SHALL BE RESPONSIBLE FOR PROVIDING A PRESSURE Consultants: 4 REDUCING VALVE TO REDUCE DOMESTIC WATER DISTRIBUTION F 4PRESSURES BELOW 80 PSI. STRUCTURAL ENGINEER - 1 4"---IN ' Murphy Burr Curry, Inc. Fl 85 Second Street REFER TO RISER DIAGRAM I STORAGE / \ F.=_=_. San Francisco, CA 94105 FOR PIPE SIZES NOT 4 -�G .;`,; TEL: 415.546.0431 SHOWN ON PLAN 108 •�4 . .!, �� • �� ;i J L ic0 \ i1,:, - - i ! 1 it: I Efc 441 ‘• RT f / 0TJAHENDERSON c:7_® Ilk tIJENGINEERSI SALES AREA177 _ ,<. -- 150 WEST 36TH STREET,FLOOR 4 �� ',.„,. p NEW YORK,NY 10018 - * w © 1 . o - TEL 212 413 8400 FAX 212 413 8401 1 www.hei.eng.com N3 t1"CW 1 6500041 80 j Lk Liiii„.,,, 1,,,01 I P2.1 -----71 : .t., .. oko ._ __,.x._. 1 ,, ----- ro>,... bink Pz.l • ---> —La IF* 1'Oil 3/4 CBI CID 1 <7--- ��a • BREAK ROOM Eg: 1 106 3 8 SHIER (TYP)) ® <1". VSA — _- I-1 P4Y444Fonnnnnnnnr�ennnar"j IP , , (1) ® >>1- - i 3/4"HW 3/4"HW— ' i 1 "CW - -3/4"CW- - ---- - - _� „HO/ ' 1 HW 1"CW TO1 N J. AND 1"HW i P2.1 FROM WH�I ®© MD �G4V P2.1 '/1 R °ISR I LAV o- i _^:^ _...... f /112 OFFICE _. # ® 1 w-- ,"„„. �� I(WHA)(TYP) , = Na. Date ... 1'C 106 t+- 4 �, ® 1 \ I gm RP I r l .- 1 CW I 3/4"CW IT CLOSC�T` r‘ < 1 ,Nw TY hMP ® 109O .lAN.C. 105 - - T \ EMPLOYEE RP 104 ,E ateTHROOM GO J l/2', •CM LAV 1/Z3/4,Hw WR ® - ® 1 Yew ® , IIII IIMINt-Y --.. I WHA ----1 Issue Note: ( �—� n P) moi ' �.. ,� BID/PERMIT SET ,,t. v F.4. 04/05/2017 Project ID: PORTLAND �� ® J j Drawn HEI EI Review By: H E I PLUMBING DOMESTIC WATER RISER0 PLUMBING DOMESTIC WATER PLAN .'0' �"0Plot �. 04/05/2017 NOT TO SCALE 1�4"-1 ►-O" ...f Date: .. .... .... ME %I IFSheet Title: PLUMBING DOMESTIC WATER PLAN REFERENCE ONLY Sheet No.: ai NOT APPROVED WITH THIS PERMIT g pi1 ° L J J_ E L /14, GDRRNG&STRAJA ARCHITECTS 729 Heinz Avenue, Suite 1 Berkeley, CA 94710 510 1 848-0895 WATER HAMMER FAX 510 1 848-0897 ARRESTER, PDI SIZE "A" STRAINER Project: ADAPTER, SWEAT TO 0 GARDEN HOSE THREAD —. -`-- r PROVIDE COLD WATER, HOT WATER, AND HOT WATER CC r RECIRCULATION TUBES THROUGH CONDUIT, SIZE AS SHOWN 1/2" HOT WATER SUPPLY ] ON FLOOR PLANS. USE TYPE "L" HARD COPPER TUBE LI-1 WITH SHUT-OFF VALVE DISHWASHER ABOVE FLOOR SLAB. USE TYPE "K" SOFT COPPER TUBE I IC DISCHARGEINSIDE CONDUIT. PROVIDE COPPER TUBE COUPLING AT MAKE CONNECTIONS TO SINK WITH AIR GAP.DRAIN HOSE ABOVE FLOOR i TRANSITION FROM SOFT TO HARD COPPER TUBE ABOVE Q UNDERCOUNTER } ! THE FLOOR. PROVIDE SHUT OFF VALVES AT UPSTREAM ENDD I OF CONDUIT WHERE INDICATED ON FLOOR PLAN. INSULATE 0 I C N DISHWASHER SPECIFIED IN PIPES INSIDE AND OUTSIDE CONDUIT PER SPECIFICATIONS. - V (y DIVISION 11. WALL CLEAN- OUT. •• ;( tif) n ALI CONNECT HOT WATER RECIRCULATION PIPE TO HOT ♦� 0 2 INSTALL WATER �` _ WATER PIPE WHERE INDICATED ON FLOOR PLANS. ��. _ Z AND WASTE __/ - — - �� z HOSES FURNISHEDjj • _ O c WITH DISHWASHER. WASTE LINE ,I HCO O FLOOR SINK _ ` . Ce J 1 PROVIDE INDIRECT DRAIN TO FLOOR SINK WITH I yy h Z I 0 CAST IRON P-TRAP. DO NOT USE PLASTIC PIPE CONCRETE FLOOR SLAB ON GRADE, 1111 CC FROM DISHWASHER CONNECTION TO SANITARY MAIN. VAPOR BARRIER UNDER SLAB, CRUSHED I �J,J Z ROCK UNDER VAPOR BARRIER, SAND LA O C.) Z BACKFILL AROUND CONDUIT. PIPING ARRANGEMENT SHOWN IS SCHEMATIC. ADJUST TO SUIT FIELD CONDITIONS, : PROVIDE CONNECTIONS AND INSTALLATION AS RECOMMENDED BY EQUIPMENT II i ‘ II (L _J MANUFACTURER. REFER TO PLUMBING FIXTURE SCHEDULE AND SPECIFICATIONS FOR ACCESSORIES SHOWN. IF SINK IS ADA, DO NOT ENCROACH ON ACCESSIBILITY ZONE. SEAL FLOOR PENETRATIONS WITH FLEXIBLE WATERPROOF MATERIAL O RESIDENTIAL DISHWASHER CONNECTION (TO COMPENSATE FOR PIPE EXPANSION). TRIM ELBOWS AT TIME OF CL 6 INSTALLATION OF WATER LINES TO 6" ABOVE SLAB NORMALLY OR 8" (f) NO SCALE IF INTO CABINETRY. SEAL BOTH ENDS OF CONDUIT AROUND WATER I TUBES WITH WATERPROOF HARDENING FOAM SEALANT. LC) PROVIDE 6" BEVERAGE CONDUIT WITH FITTINGS AND JOINTS PER I 00 SPECIFICATIONS. SET CONDUIT ON COMPACTED OR UNDISTURBED LO PROVIDE METAL 360' EARTH. USE MINIMUM QUANTITY OF FITTINGS REQUIRED. PROVIDE d) INSULATION SHIELD AND LONG SWEEP ELBOWS AT BOTH ENDS. AVOID ELBOWS IN HORIZONTAL ... ... ... ... .... HIGH DENSITY INSULATION RUN IF AT ALL POSSIBLE. STUB ELBOWS ABOVE FLOOR AT LOCATIONS Consultants: OR PRE-ENGINEERED SHOWN ON FLOOR PLAN. BURY PIPE AT DEPTH AS REQUIRED TO THERMAL HANGER-SHIELD SIZE AND QUANTITY ACHIEVE APROXIMATELY A 90 DEGREE PENETRATION OF SLAB. INSERT OF CALCIUM OF HANGER RODS STRUCTURAL ENGINEER SILICATEINSULATION. 4" AND 0SMALLEFOR R, PER MANUFACTURECOMMENDATIONS WATER CONDUIT BELOW SLAB ER'S Murphy Burr Curry, Inc. PRE-ENGINEERED THERMAL 85 Second Street HANGER-SHIELD INSERT OF PROVIDE TWO-PIECE D. 0 NO SCALE San TEL: 41 5c54610431CA g41 94105 FLEXIBLE UNICELLULAR INSULATION MAY BE PIPE CLAMP (TYP) PROVIDED CUT INSULATION TO �� SUPPORT NUT FIT AROUND TRAPEZE / (TYP) HANGER. SEAL BOTH ENDS OF EXPOSED 4111111r►� INSULATION WITH f~ �i ��' UNINSULATED STEEL N JOINT SEALANT t ELBOWS AS ,CONNECT TO �� 1� OR PLASTIC PIPE REQUIRED FOR 180 VENT �� ' DEGREE TURN, HEADER 6" OR •, O PROVIDE PLASTIC • '•� �i •:••:•� HIGH AS POSSIBLE. I ABOVE FLOOD HENDERSON �i GALVANIC ISOLATOR t. FOR COPPER PIPE i RIM OF 3/4" PIPE HANGER / ••r••. •`` ISLAND FIXTURE ,.,...,• HIGHEST PIPE FROM ENGINEERS �!i�•• (NP) HFIXTURT. COLD WATER SUPPLY rrill1 NEXT TO ELBOW .41,0. �� P-TRAP I TO WATER HEATER, PR 150 WEST 36TH STREET,FLOOR 4 UNINSULATED \ WITH NO CHECK .-�PROVIDE COPPER PIPE PARTITION OR VALVES INTERVENING DIELECTRIC PIPEill NEW YORK,NY 10018 . i� TEL 212 413 8400 FAX 212 413 8401 COLD INSULATED 2" PIPE �� CHASE UNION AT TANK PIPE FDA-COMPLIANT CONNECTION FOR www.hoi•eey.�om FLOOR CLEANOUTS BUTYL DIAPHRAGM-------LI„-, CONNECTION OF 1 6500041 80 PIPE INSULATION I \- DISSIMILAR METALS PROVIDE (EYP) PROVIDE LONG \ MINIMUM 1-1/2” WELDED STEEL I RADIUS PATTERN __\__ PIPE ABOVE EXPANSION TANK WITH AIR CHARGING 1-5/8"x1-5/8" 14 GA. HOT INSULATED DRAINAGE FITTINGS POLYPROPYLENE LINING, CHANNEL SUPPORT PIPE FLOOR, 2" PIPE VALVE. FILL TANK FOR UNDERSLAB }� BELOW FLOOR. NSF APROVED FOR WITH AIR PRESSURE PIPING ARRANGEMENT SHOWN IS SCHEMATIC. ADJUST TO SUIT FIELD CONDITONS. REFER TO WASTE AND STET DOMESTIC WATER TO MATCH WATER SPECIFICATIONS FOR MORE INFORMATION. PIPE AND CONDUIT OF ALL TRADES MAY BE SYSTEM - ; SLOPE AT 2� SERVICE PRESSURE. COMBINED ON THE SAME SUPPORT CHANNEL. COORDINATE SUPPORT CHANNEL LENGTH WITH PIPING AND CONDUIT TO BE SUPPORTED. SUPPORT CHANNEL SPACING SHALL BE DETERMINED ARRANGEMENT SHOWN IS SCHEMATIC. ADJUST TO SUIT FIELD PIPING ARRANGEMENT SHOWN IS SCHEMATIC. ADJUST TO CONDITIONS. COMBINE VENTS FOR MORE THAN ONE FIXTURE BY SMALLEST PIPE TO BE SUPPORTED. CHANNEL SUPPORT MAY BE USED AS A WALL MINIMUM 6" ABOVE HIGHEST FIXTURE FLOOD RIM IF POSSIBLE, OR SUIT FIELD CONDITIONS. FOLLOW MANUFACTURER'S BRACKET, ATTACH TO WALL WITH ANCHOR BOLTS PER SPECIFICATIONS. FOR HORIZONTAL PROVIDESEPARATE LOOP FOR EACH ISLAND FIXTURE IF NOT INSTRUCTIONS FOR INSTALLATION PROCEDURE. VERIFY INSULATED PIPING, ATTACH CLAMPS AS INDICATED ABOVE, FOR VERTICAL INSULATED PIPING, POSSIBLE. REFER TO LOCAL CODE FOR ADDITIONAL INFORMATION. PROPER OPERATION WHEN INSTALLED. PROVIDE SEISMIC ATTACH CLAMPS TO THE PIPE AND SEAL INSULATION AT BOTH CLAMP ENDS. STRAP OR BRACING WHEN REQUIRED BY LOCAL AUTHORITIES. ® TRAPEZE PIPE HANGER ISLAND FIXTURE VENT SMALL EXPANSION TANK "' '.' '' -- NO SCALE0 NO SCALE 0NO SCALE PROVIDE THERMOMETER SECURE PIPE IN TEE FITTING ii PROVIDE AUTOMATIC HANGER TO 140'HOT WATER TO FIXTURES 11 STRUCTURE (EYP) -lllDo-� VACUUM RELIEF VALVE 2"V, RE: FLOOR PLANS _ -1 ;�ABOVE TOP OF TANK FOR CONTINUATION - THREADED STEEL SHUT-OFF VALVE (TYPICAL) COLD WATER SUPPLY TO No. Date 180 DEGREE ELBOW ROD WITH NUT AND WATER HEATER ... ... ... ... .... BEHIND BACK SPLASH 6" WASHER BOTH ABOVE FLOODRIM SIDES (TYP). - PROVIDE PIPE UNIONS COLD WATER TO (TYPICAL) ABOVE TOP OF EXPANSION TANK AIR INTAKE TANK (TO FACILITATE CLEVIS HANGER, qe..: SHOWN FOR REMOVAL OF WATER HEATER) RECIRCULATION PUMP CLARITY. SIZE — WITH UNION CONNECTIONS. CONNECT TO TOP OR SIDE i HANGER FOR GOLD OF TANK AS REQUIRED FOR PROVIDE SHUTOFF VALVE, R PIPE OUTSIDE — AQUASTAT AND STRAINER DIAMETER PLUS =_ =_ CLEVIS HANGER, MODEL FURNISHED �- _ UPSTREAM, CHECK VALVE TRIPLE COMPARTMENT SINK INSULATION BM 1-u SHOWN FOR PROVIDE DIELECTRIC PIPEI \_ AND SHUTOFF VALVE INSTALL THICKNESS. DO NOT CLARITY. SIZE UNION AT TANK CONNECTION qv` DOWNSTREAM CLEANOUTS FLOW CONTROL VALVE PENETRATE HANGER FOR HOT FOR CONNECTION OF AT ELBOWS INSULATION WITH - - PIPE OUTSIDE DISSIMILAR METALS (TYPICAL) ,.+ ------ GREATER "' "' "' "' GREATER _ DISCHARGE INTO FLOOR SINK HANGER. _ _• DIAMETER. TYPICAL CHECK VALVE Issue Note: WITH AN AIR GAP OF TWO PROVIDE 12"WIDE x 12"DEEP yI THAN 45'�t TIMES THE PIPE DIAMETER HEAT TRAP AT INLET AND INSTALL ASME ��+ AND 1" MINIMUM AIR GAP PROVIDE A SECTION OUTLET (TYPICAL) TEMPERATURE AND BID/PERMIT SET ' OF HIGH DENSITY PRESSURE RELIEF VALVE INSULATION ORCIII !�� ELECTRIC WATER HEATER FURNISHED WITH WATER i i PER SPECIFICATIONS AND �, • , , • STYROFOAM BILLETS j� _/".' HEATER 04/05/2017 ------------- • .y ....,1- . . AT EACH HANGER ;:7„ SCHEDULE �1 OF COLD INSULATED /� INSTALL DRAIN VALVE PROVIDE HARD COPPER Project ID: PORTLAND " TYPEWV COPPERN 1 2 D PIPE. �/ FURNISHED WITH RELIEF VALVE DISCHARGE FABRICATED CONTINUOUS FLOOR SINK � ; WATER HEATER PIPE FULL SIZE OF VALVE Drawn WASTE (TYPICAL) I'I�I'I` PROVIDE SHORT CUT INSULATION TO _ HEI INSULATION SHIELD FIT AROUND SET WATER HEATER ON ND T. ,1_ OUTLET. TERMINATE OVER BY: FOR LAPPING \ow APPROVED RECEPTOR WITH Review By: HEI INSULATION JACKET HANGER. SEAL CONCRETE EQUIPMENT PAD EXPOSED PER SPECIFICATIONS � 1 AIR GAP PER CODE. Plot OVER HIGH DENSITY INSULATION ENDS Date: 04/05/2017 INSULATION DR WITH JOINT SEALANT ARRANGEMENT SHOWN IN SCHEMATIC. ADJUST TO SUIT FIELD CONDITIONS. NO-HUB CAST IRON STYROFOAM BILLETS. COLD PIPE HOT PIPE REFER TO SPECIFICATIONS, SCHEDULES, AND NOTES FOR MORE INFORMATION. Sheet Title: PIPE, FITTINGS AND CONNECTORS ALL AROUND SINK AND TRAP. MAINTAIN VAPOR PIPING ARRANGEMENT SHOWN IS SCHEMATIC. ADJUST TO SUIT FIELD CONDITIONS. BARRIER VERIFY CONNECTION SIZES AND LOCATIONS WITH WATER HEATER FURNISHED. REFER TO FLOOR PLANS FOR PIPE SIZES AND CONTINUATIONS. PROVIDE SEISMIC PLUMBING DETAILS 3 COMPARTMENT SINK DETAIL 4 INSULATED PIPE HANGER DETAIL STRAP OR BRACING WHEN REQUIRED BY LOCAL AUTHORITIES. POWER WIRING AND 0 DISCONNECT SWITCH ARE SPECIFIED BY ELECTRICAL. INTERLOCK OF AQUASTAT AND SCHEDULE NO SCALE NO SCALE WITH RECIRCULATION PUMP 15 SPECIFIED BY ELECTRICAL. REFER TO SPECIFICATIONS FOR INSULATION TYPES, ELECTRIC WATER HEATER AND PUMP Sheet No.: INSULATION THICKNESSES, HANGER TYPES, HANGER ROD t 0 NO SCALE 1J CONNECTIONS TO SRUCTURE AND HANGER SPACING. J REFERENCE ONLY 1) i 3 NOT APPROVED WITH THIS PERMIT L J _J L a ' L _____ . , , _ .. 15B: PLUMBING at least ten(10)calendar days prior to the date for receipt of bids.Each such request shall include the name of the material or . , equipment for which substitution is requested and a complete description of the proposed substitution including drawings,cuts, C. UTILITY CONNECTIONS The Contractor shall determine the type and location of seismic bracing required for the mechanical,electrical,and plumbing Provide plastic laminate or brass valve tag on every valve,cock and control device in each plumbing piping system;exclude / performance and test data,and other information necessary for an evaluation.Include a statement setting forth changes in other elements shown on the drawings based on the established seismic criteria,the size and weight of the supported element,and the check valves,valves within factory-fabricated equipment units,plumbing fixture faucets,convenience and lawn-watering hose ITV 1. GENERAL INSTRUCTIONS materials,equipment or other work that incorporation of the substitute would require.The burden of proof of the merit of the distance from structure of the supported element. bibbs,and shut-off valves at plumbing fixtures and similar rough-in connections of end-use fixtures and units. Provide utility connections required and indicated on the drawings.Install interior and exterior connections to"mains"and existing tr----1 proposed substitute is upon the proposer.The Engineers decision of approval or disapproval to bid of a proposed substitution C3-4 '' / service lines complete and functioning,in compliance with the requirements of the codes having jurisdiction and the serving utility Galli ,G&STRAJA ARCHITECTS A. GENERAL REQUIREMENTS shall be final. involved.Verify the exact location of utility mains,service lines,and connection points requiring connection in the field prior to The Contractor shall submit the following shop drawing information to the AHJ and the Engineer for review and approval: 4. PLUMBING SPECIALTIES ---: / -, i installation,Work in conjunction with the utility involved in the installation of services.Verify that installation will tie into the existing 1. Seismic analysis listing all applicable seismic design criteria. - 1 `,./ Coordinate and verify with other trades whether or not the substituted equipment can be installed as shown on the construction All requirements under Division 01 and the general and supplementary conditions of these specifications apply to this section and utility mains,service lines,and connection points at the indicated invert elevation point prior to installation.If the installation will 2. Descriptive catalog data of seismic bracing materials. drawings without modification to associated systems or architectural or engineering design.Include additional costs for A. AIR ADMITTANCE VALVES division.Where the requirements of this section and division exceed those of Division 01,this section and division take not tie into the indicated invert elevation point while maintaining proper fall,notify the Architect and the Engineer so that an 3. Shop drawings showing bracing type and location. architectural and engineering design fees in bid if drawing modifications are required because of substituted equipment. s precedence.Become thoroughly familiar with all its contents as to requirements that affect this division,section,or both.Work alternative may be determined. 4. Installation details of all bracing used. required under this division includes all material,equipment,appliances,transportation,services and labor required to complete 5. Calculations showing that the seismic restraints meet the seismic requirements. B. WATER HAMMER ARRESTORS AND TRAPS 729 Heinz Avenue, Suite 1 the entire system as required by the drawings and specifications,or reasonably inferred to be necessary to facilitate the function If the proposed substitution is approved prior to receipt of bids,such approval will be stated in an addendum.Bidders shall not Provide service piping and accessories required to complete utility connections that are not furnished by the serving utility. of each system as implied by the design and equipment specified. rely upon approvals made in any other way.Verbal approval will not be given.No substitutions will be considered after the Coordinate with the serving utility company regarding items furnished,work performed,and permits and inspections required.Pay Shop drawings and calculations shall be signed and sealed by a registered professional engineer,licensed in the state of the Berkeley, CA 94710 - contract is awarded unless specifically provided in the contract documents. associated fees or charges. project and employed by the manufacturer of the seismic bracing products.Calculations shall include dead loads,static seismic Provide water hammer arrestors at valves or batteries of fixtures as indicated on the drawings to prevent water hammer.Arrestors 510 / 848-0895 loads,and capacity of materials utilized for connections. shall be Josam,Sioux Chief,Smith,Precision Plumbing Products,Proflo,Wade,Watts,or Zum,stainless steel bellows type,or The specifications and drawings for the Project are complementary,and any portion of work described in one shall be provided as 0-ring sealed and lubricated acetal piston.Install water hammer arrestors per the Plumbing and Drainage Institute(PDO WH-201 FAX 510 / 848-0897 if described in both.In the event of discrepancies,notify the Engineer and request clarification prior to proceeding with the work The terms"approved","approved equar,or'equal',refer to approval by the Engineer as an acceptable alternate bid.No D. COINCIDENTAL DAMAGE installation instructions.Installation of arrestors at batteries of fixtures precludes the requirement for individual air chambers at , substitutions will be considered that are not bid as an alternate.No material substitutions shall be considered for approval prior to Seismic bracing,restraints,isolators,and isolation materials shall be of the same manufacturer and shall be certified by the involved. award of contract. manufacturer.Approved manufacturers are: Amber/Booth Company,Inc.,B-Line/Tolco,ISAT,Kinetics Noise Control,Inc.,Loos each battery fixture.Submit certification that water hammer arrestors comply with NSF 61 Annex G and/or NSF 372. Repair materials shall match existing construction.Repair work shall meet all requirements of the Owner,local authorities having &Company,Inc.,Mason Industries,Inc.,Uni-strut,or Vibro-Acoustics.Each device shall have a pre-approval number from Drawings are graphic representations of the work upon which the contract is based.They show the materials and their jurisdiction,and meet the satisfaction of the Architect. California OSHPD or other recognized government agency showing maximum restraint ratings. Provide water-seal traps on floor drains,fixtures and equipment with drain connections,including traps not furnished in Project: ... relationship to one another,including sizes,shapes,locations,and connections.They convey the scope of work,indicating the J. SUBMITTALS 0 combination with fixtures and equipment.Place trap as close to the fixture or drain as possible.Exposed traps in finished spaces intended general arrangement of the systems without showing all of the exact details as to elevations,offsets,control lines,and shall be chrome-plated brass. I CC other installation requirements.Use the drawings as a guide when laying out the work and to veritif that materials and equipment Assemble and submit for review shop drawings,material fists,manufacturer product literature for equipment to be furnished,and E. CUTTING AND PATCHING • Seismic bracing measures to be applied to mechanical,electrical,and plumbing equipment/systems shall be installed in strict accordance with all applicable local,state,and/or federal codes as well as manufacturer's requirements.The most stringent will fit into the designated spaces,and which when installed per manufacturers'requirements,will ensure a complete, items requiring coordination between contractors under this contract.Provide submittals in sufficient detail so as to demonstrate criteria shall apply.All anchor connections to structure for support of mechanical and electrical equipment,regardless of the need Provide conventional"P"type trap,water-sealed self-cleaning design.Full"S"traps or trap standards shall be used only where UJ coordinated,satisfactory,and properly operating system. compliance with these Contract Documents and the design concept.Prior to transmitting submittal,verify that the equipment Conform to the requirements in Division 01.Cut walls,floors,ceilings,and other portions of the facility as required to install work for seismic restraints,shall be shown on shop drawings. specifically called for on the drawings or elsewhere in this specification.Trap water seals shall not be less than 2 inches,and submitted is mutually compatible and suitable for the intended use,will fit the available space,and maintain manufacturer under this division.Obtain permission from the Architect prior to cutting.Do not disturb structural members without prior approval CC deep seal traps shall be provided where specified or indicated.Each trap not integral with the fixture or floor drain or installed B. DEFINITIONS recommended service clearances.If the size of equipment furnished makes necessary any change in location or configuration, from the Architect.Cut holes as small as possible.Patch walls,floors,and other portions of the facility as required by work under I below the base slab shall be provided with an accessible cleanout of adequate size.Provide trap primers where required by code < . submit a shop drawing showing the proposed layout. this division.Patching shall match original material and construction including fire ratings,if applicable.Repair and refinish areas 3. PLUMBING PIPING and where indicated on the drawings. @ disturbed by work to the condition of adjoining surfaces in a manner satisfactory to the Architect. D of) Furnish: "to supply and deliver to the project site,ready for unloading,unpacking,assembly,installation and similar operations.' c\I Transmit submittals as early as required to support the project schedule.Allow for two weeks Engineer review time,plus to/from A. PIPING MATERIALS C. CLEANOUTS, FLOOR DRAINS AND ROOF DRAINS 0 I mailing time via the Architect,plus a duplication of this time for resubmittal,if required.Only resubmit those sections requested for F. ROUGH-IN a in csi Install: "to perform all operations at the project site including,but not limited to,the actual unloading,unpacking,assembling, kii) . resubmittal, u„) r... erecting,placing,anchoring,applying,working to dimension,finishing,curing,protecting,cleaning,testing,commissioning, Materials specified or noted on the drawings are subject to the approval of local code authorities.Verify approval before installing Cleanouts,floor drains and roof drains shall be by one manufacturer if possible.Acceptable manufacturers are Josam,Sioux 0 I 1 ri,.4.% - starting up and similar operations,complete,and ready for the intended use.' ' Coordinate without delay all roughing-in with other divisions.Conceal piping,conduit,and rough-in except in unfinished areas and any material or joining method. Chief,Smith,Wade,Watts,and Zurn.Provide long sweep fittings for cleanout extensions;short sweeps at start of runs or change Z •-•0 - Submittals shall contain the project name,applicable specification section,submittal date,equipment identification acronym as where otherwise shown. in direction and combination wye and eight bend fittings in horizontal runs.Install cleanouts with a minimum of 18 inches clear all _ - used on the drawings,and the Contractor's stamp.The stamp shall certify that the submittal has been checked by the Contractor, VII Z i Provide: "to furnish and install,complete and ready for the intended use? Domestic Water(Cold,Hot and Hot Water Recirculation): Domestic water piping installed above the floor slab inside the building around,consult local codes for other requirements,for easy system maintenance.Install plug with Teflon joint compound. 0 °6 = complies with the drawings and specifications,and is coordinated with other trades.Manufacturer product literature shall include G. CONCRETE BASES shall be Type"L"hard temper copper tube with wrought copper fittings and soldered connections made up with 95/5 solder. shop drawings,product data,performance sheets,samples and other submittals required by this division.Highlight,mark,list,or I.6) < I 1-- cY) a Furnished by Owner(or Owner-Furnished)or Furnished by Others: 'an item furnished by the Owner or under other divisions or indicate the materials,performance criteria,and accessories that are being proposed.General product catalog data not Brazed mechanically formed tee connections(T-drill)may be used in copper lines where approved by code;connection shall be Floor Cleanouts: As scheduled on the drawings.Install cleanouts at points as noted on the drawings,at the building exit;at a contracts,and installed under the requirements of this division,complete,and ready for the intended use,including all items and specifically noted to be part of the specified product will be rejected and returned without review. Provide concrete bases(e.g.,housekeeping pads)for equipment where indicated on the drawings and as specified herein. made with brazed silver solder(Sil-Fos)joints in conformance with manufacturer's instructions. minimum of every 50 feet in horizontal soil and waste lines;and at tums of pipe greater than 45 degrees cleanouts shall be full Cg issi I (.9 r..., services incidental to the work necessary for proper installation and operation.Include the installation under the warranty required Concrete bases shall have chamfered edges.Size of base shall be a minimum of 4 inches greater than the footprint of the size of the pipe up to 4 inches,and 4 inch size for pipes larger than 4 inches.Determine the type of floor covering to be used at las illir I s. Z 1 0 by this division! equipment that it is supporting and shall have a minimum height as described below. Interior Waste and Vent Above Slab: Waste and vent pipe above slab inside building shall be hubless cast iron soil pipe and each floor cleanout location and provide top with variations suitable for floor covering(carpet markers,recessed for tile and Submittals and shop drawings shall not contain the firm name,logo,seal,or signature of the Engineer.They shall not be copies fittings,meeting ASTM A888 and CISP1 301,manufactured by AB&I foundry,Charlotte or Tyler pipe and bearing the trademark scariated for unfinished floor).Rough-in and install each floor cleanout flush with the finished floor construction. of the work product of the Engineer.If the Contractor desires to use elements of such product,refer to paragraph'Electronic I LLI Z of the CISPI and NSF. Engineer Where referenced in this division,'Engineer"is the Engineer of Record and the Design Professional for the work under Drawing Files"for procedures to be used. Construct equipment bases of a minimum 28 day,4000 psi concrete conforming to American Concrete Institute Standard Building (Ilf) 0 1 U) (..) < this division,and is a consultant to,and an authorized representative of the Architect,as defined in the General and/or Code for Reinforced Concrete(ACI 318-99)and the latest applicable recommendations of the ACI standard practice manual. Wall Cleanouts: As scheduled on the drawings.Install wall cleanouts at points as noted on the drawings;at the foot of each soil, Supplementary Conditions.VVhen used in this division,Engineer means increased involvement by and obligations to the Concrete shall be composed of cement conforming to ASTM C150 Type I,aggregate conforming to ASTM C33,and potable Connections to Plumbing Fixtures and Equipment: 1-1/4 inch and larger waste connections from fixture traps to cast iron pipe waste or interior downspout stack;at horizontal soil and waste branches longer than five feet not served by a floor cleanout; -.J Separate submittals according to individual specification sections.Illegible submittals will be rejected and returned without review. iiprAiiinki CI. I < < Engineer,in addition to involvement by and obligations to the Architect. water.Exposed exterior concrete shall contain 5 to 7 percent air entrainment. shall be"DWV*copper with wrought copper drainage pattern fittings with copper sweat or compression joints at fixture trap consult local codes for installation at specific fixture types.Install wall cleanouts above the flood rim of the fixture served within F"'" Catalog data shall be properly bound,identified,indexed and tabbed in a 3-ring binder.Each item or model number shall be 11. . connections and threaded joints at connections to cast iron pipe. four feet of the floor and install extensions from the cleanout tee to the wall to locate the plug within 2 inch of the wall where (f) CC clearly marked and accessories indicated.Label the catalog data with the equipment identification acronym or number as used on required.Install cleanouts on urinals and sinks where required by code. AHJ: The local code and/or inspection agency(Authority)Having Jurisdiction over the work. the drawings and include performance curves,capacities,sizes,weights,materials,finishes,wiring diagrams,electrical Unless otherwise specified or shown on the structural drawings,reinforce equipment bases and housekeeping pads with No.4 requirements and deviations from specified equipment or materials.For equipment with motor starters or VFDs,include short reinforcing bars conforming to ASTM A615 or 6x6-W2.9 x W2.9 welded wire mesh conforming to ASTM A185.Place reinforcing Indirect and Condensate Drain Inside Building: Indirect and condensate drain pipe installed inside the building shall be Type"M" 0 NRTL:Nationally recognized testing laboratory,as defined and listed by OSHA in 29 CFR 1910.7(e.g.,UL,ETL,CSA),and circuit current ratings.Mark out inapplicable items.Shop drawings will be returned without review if the above mentioned bars 24 inches on center with a minimum of two bars each direction. hard capper with wrought copper fittings for 1"and smaller. Install cleanouts at elbows greater than 45 degrees. D. VALVES, STRAINERS, HOSE BIBBS,AND UNIONS erillEl 1 a. acceptable to the AHJ over this project.Nationally recognized testing laboratories and standards fisted are used only to represent requirements are not met. the characteristics required and are not intended to restrict the use of other NRTLs that are acceptable to the AHJ and standards Provide galvanized anchor bolts for equipment placed on concrete equipment bases and housekeeping pads or on concrete B. PIPING AND EQUIPMENT INSULATION Plumbing system valves shall be designed for 125 psi steam working pressure and 200 psi cold water pressure.Install valves on I U) that meet the specified criteria. Provide the quantity of submittals required by Division 01.If not indicated and hard-copy sets are provided,submit a minimum of slabs.Anchor bolts size,number and placement shall be as recommended by the manufacturer of the equipment. the hot and cold water lines at the water heater connections and other items of equipment,at branches from mains serving LC) six(6)copies.Refer to Division 01 for acceptance of electronic submittals for this project.For electronic submittals,Contractor groups of fixtures,and at other places indicated or required by the installation to allow ease of future maintenance.Submit ! - Provide domestic cold water,hot water,hot water recirculation,indirect and condensate drain pipe(within building) with 1 inch 00 The terms"approved equal","equivalent",or"equal"are used synonymously and shall mean"accepted by or acceptable to the shall submit the documents in accordance with the procedures specified in Division 01.Contractor shall notify the Architect and Concrete equipment bases shall have minimum heights in accordance with the following: one-piece fiberglass covering with all-service jacket with self-sealing lap to provide a continuous vapor barrier by Certainteed, certification that valves,fittings and specialties comply with NSF 61 Annex G and/or NSF 372.Except for the following: Hose I Engineer as equivalent to the item or manufacturer specified'.The term"approved"shall mean labeled,listed,or both,by an Engineer that the submittals have been posted.If electronic submittal procedures are not defined in Division 01,Contractor shall 1. For water heaters,water softeners and other equipment not listed,minimum height is 3-1/2 inches, Owens-Corning or Armstrong.For hot piping,provide pipe hangers and riser clamps sized for the outside diameter of piping.Butt bibbs,hydrants,backflow preventers isolating irrigation or mechanical make-up systems,emergency mixing valves and trap In NRTL,and acceptable to the AHJ over this project. include the website,user name,and password information needed to access the submittals.For submittals sent by e-mail, 2. For water heaters over 200 gallons capacity and domestic water booster pumps,minimum height is 5-1/2 inches. insulation to hanger or riser clamp for vertical pipe.Seal exposed insulation with insulation sealer.Exception for Vertical Piping: primers. Contractor shall copy the designated representatives of the Architect and Engineer.Contractor shall allow for the Engineer review 0) 3. Height of equipment bases applies to equipment installed on slab-on-grade.For equipment installed on floors above grade Provide clamps sized for the outside diameter of the vertical pipe and extend clamp through insulation.Seal penetrations of time as specified above in the construction schedule.Contractor shall submit only the documents required to purchase the The term lead free refers to the wetted surface of pipe,fittings and fixtures in potable water systems that have a weighted and on the roof,refer to the drawings. insulation and vapor barrier with wet coat of vapor barrier lap cement.For cold piping at hangers,provide 8 inch long sections of Gate Valves 2 inch and Smaller: Class 125,rising stem,soldered lead free cast bronze body and parts,sweat ends,with wedge materials and/or equipment in the electronic submittal. average lead content of less than or equal to 0.25%per safe drinking water act as amended January 4,2011 Section 1417. high density,high temperature calcium silicate by Johns-Manville,Fiberglass by Knauf,or 8 inch long styrofoam billets by Dow or disc.By Apollo#102S-LF,Hammond#UP-668,Milwaukee#UP668 or Nibco#S-113-LF Consultants: flexible unicellular piping insulation meeting ASTM C 534-01A,Type I with integral high density pipe supports and encased in The checking and subsequent acceptance of submittals by the Engineer and/or Architect shafi not relieve the Contractor from H. SUPPORT SYSTEMS steel insulation shield by Cooper B-line,Armacell,or approved equal.Insulation shall be continuous along the pipe surface, Ball Valves 2 inch and Smaller(may be used in lieu of gate valves up to 2 inch): Class 150,two piece lead free cast bronze body, STRUCTURAL ENGINEER C. PREBID SITE VISIT responsibility for deviations from the drawings and specifications,errors in dimensions,details,size of members,or quantities, • except at valves,unions,and where piping is exposed at fixtures.Provide 1 inch fiberglass insulation on vent piping within six feet with sweat ends,chrome plated bronze ball with conventional port,600 psi,blow-out proof stem by Apollo#70-LF-200, omissions of components or fittings;coordination of electrical requirements;and not coordinating items with actual building Structural steel used for pipe supports,equipment supports,etc.,shall be new and clean,and shall conform to ASTM designation of vent through the of roof.Provide fiberglass insulation on domestic cold and hot water pipes installed in walls and chases. Hammond#UP8501,Milwaukee#UPBA-150. Murphy Burr Curry, Inc. Prior to submitting bid,visit the site of the proposed work and become fully informed as to the conditions under which the work is conditions and adjacent work.Proceed with the procurement and installation of equipment only after receiving approved shop A-36. Provide fiberglass insulation on domestic cold and hot water pipes installed in walls and chases.Provide insulation protection 85 Second Street . to be done.Failure to comply with this requirement shall not be considered sufficient justification to request or obtain extra drawings relative to each item. shield at each hanger for insulated piping. -_-. Swing Check Valves 2 inch and Smaller: Class 125,lead free cast bronze body and with sweat ends by Apollo#163S-LF, San Francisco, CA 94105 .- compensation over and above the contract price. Support plumbing equipment and piping from the building structure.Do not support plumbing equipment and piping from ceilings, Milwaukee#UP-1509,or Nibco#S-413-Y-LF.Install in horizontal pipe runs. K. ELECTRONIC DRAWINGS other mechanical or electrical components,and other non-structural elements. Cover fittings with Zeston,Knauf,or equal one-piece PVC premolded insulating covers.Fitting covers,jackets and adhesives TEL: 415.546.0431 _ D. MATERIAL AND WORKMANSHIP shall not exceed flame spread rating of 25 and smoke development rating of 50 per ASTM E84. Fill voids between covers and Lift Check Valves 2 inch and Smaller: Class 125,lead free cast bronze body,stainless steel spring and with sweat ends by e In preparation of shop drawings or record drawings,Contractor may,at his option,obtain electronic drawing files in AutoCAD or i. PENETRATIONS piping with fiberglass insulation and tape joints at all elbows and tees.Install pipe insulation in compliance with manufacturer's Hammond#LP-947 or Nibco#S-413-Y-LF.Install in vertical pipe or in horizontal runs where required. recommendations.Where premolded insulating fittings are not approved by the local AHJ,miter insulation at fittings. " Provide new material,equipment,and apparatus under this contract unless otherwise stated herein,of best quality normally used DXF format on CD-ROM disk,DVD disk,flash drive,or direct download,as desired,from the Engineer for a shipping and - for the purpose in good commercial practice,and free from defects.Model numbers listed in specifications or shown on the handling fee of$200 for a drawing set up to 12 sheets and$15 per sheet for each additional sheet.Contact the Architect far Provide sleeves for pipes passing through above grade concrete or masonry walls,concrete floor or roof slabs.Sleeves are not Point of Use Thermostatic Mixing Valves: Thermostatic mixing valves shall be Powers as scheduled on the drawings by Powers drawings are not necessarily intended to designate the required trim,written descriptions of the trim govern model numbers. written authorization and Engineer for the necessary release agreement form and to specify shipping method and drawing format. C. PIPING JOINTS - required for core drilled holes in existing masonry walls,concrete floors or roofs.Provide 10 gauge galvanized steel sleeves for or equal by Acorn Engineering Co.or Leonard meeting ASSE 1070 with lead free brass body,non-corrosive internal parts, In addition to payment,written authorization from the Architect and release agreement form from the Engineer must be received sleeves 6 inches and smaller.Provide galvanized sheet metal sleeves for larger than 6 inches.Schedule 40 PVC sleeves are tamper resistant temperature adjustment,union inlets and check stops with strainers.Set temperature as scheduled on the Pipe,pipe fittings,pipe specialties and valves shall be manufactured in plants located in the United States or certified to meet the before electronic drawing files will be sent. acceptable for installation in areas without return air plenums. Copper Tubing: Joints in hard temper tubing shall be soldered joints using lead-free 95/5 solder except where tubing is installed drawings. specified ASTM and ANSI standards. below grade or below the base slab,in which case joints shall be soldered with silver solder(Sil-Fos).Joints in soft temper copper L. RECORD DRAWINGS(AS-BUILT DRAWINGS) Seal elevated floor,exterior wall and roof penetrations watertight and weathertight with non-shrink,non-hardening commercial tubing shall be of the flared type installed in compliance with the fitting manufacturer's recommendations. Strainers: Strainers 2 inch and smaller shall be Watts#LFS777SI with lead free cast bronze body and soldered ends,brass cap Work performed under this contract shall provide a neat and"workmanlike"appearance when completed,to the satisfaction of the sealant.Pack with mineral wool and seal both ends with minimum of 1/2 inch of sealant. and Monel 40 mesh screen.Strainers 2-1/2 inch and larger shall be Watts#77F-DI-FDA-125 with flanged iron body with fused Architect and Engineer.Workmanship shall be the finest possible by experienced mechanics.installations shall comply with During progress of the work in this division,Contractor shall maintain an accurate record of all changes made during the Cast Iron Pipe Above Grade: Joints in hubless pipe shall be standard CISPI 310 NSF certified by Anaco,Ideal,Misson or Tyler. FDA epoxy coating,bolted iron cap and stainless steel screen with 1/16 inch perforations.Strainers size 2-1/2 inch and larger 1HENDERsopi applicable codes and laws. installation of the system.Upon completion of the work,accurately transfer all record information to three identical sets of the Seal around penetrations of fire rated assemblies.Coordinate fire ratings and locations with the architectural drawings.Refer to Joints in storm piping,including connections to roof drains,shall be heavy duty couplings meeting ASTM C1540 and FM 1680, shall have a 1 inch blow-off line with a 1 inch gate valve connected to the blow-off connection and shall be extended to the approved shop drawings.Insert one set into each copy of the manual described below. architectural specifications for fire stoppings.Provide a product schedule for UL listing,location,wall or floor rating and installation Anaco Husky#SD-2000,Clamp-All"Hi Torque"80 in.lb,Ideal Tridon"HD"or Mission"Heavyweight". nearest floor drain. ENGINEERS:4, The complete installation shall function as designed and intended with respect to efficiency,capacity,noise level,etc.Abnormal drawing for each penetration fire stop system. noise caused by rattling equipment,piping and squeaks in rotating components shall not be acceptable.Materials and equipment See Division 01 and General Conditions for additional information. Pipe Adapters: Make connection of new waste pipe to new or existing dissimilar waste pipe using adapter couplings.Provide Unions: Ferrous unions shall be Crane or equal,combination iron and brass,ground joint with screwed ends.Copper unions shall shall be of commercial specification grade in quality.Light duty and residential grade equipment shall not be accepted unless Extend pipe insulation for insulated pipe through floor,wall and roof penetrations,including fire rated walls and floors.The vapor Fernco,Proflex 3000 Series or Mission Flexseal MR56 Series with neoprene adapter gasket with stainless steel shield and hose be streamline or equal,cast bronze sweat type with ground joint.Ferrous to copper unions shall be universal controls or equal, 150 WEST 36TH STREET,FLOOR 4 otherwise indicated. clamps for connecting dissimilar pipes above grade.Provide Fernco,1056 Series or Mission Sewer Couplings with neoprene dielectric type with threaded nylon insert. NEW YORK,NY 10018 M. OPERATION AND MAINTENANCE INSTRUCTIONS barrier shall be maintained.Size sleeve for a minimum of 1 inch annular clear space between inside of sleeve and outside of adapter gasket and hose clamps for connecting dissimilar pipes below grade and coat stainless steel bands with mastic. TEL 212 413 8400 FAX 212 413 8401 insulation. Remove from the premises waste material present as a result of his work,including cartons,crating,paper,stickers,and/or E. SYSTEM ACCESSORIES www.hei-eng.com During the course of construction,collect and compile a complete brochure of equipment furnished and installed on this project. excavation material not used in backfilling,etc.Clean equipment installed under this contract to present a neat and clean D. PIPING INSTALLATION 1 650004 1 80 Seal elevated concrete slab with water proof membrane penetrations with"wall pipes"and water proof sealant.Secure waterproof Include operational and maintenance instructions,manufacturers catalog sheets,wiring diagrams,parts lists,approved installation at the termination of the work. membrane flashing between"wall pipe'clamping flange and clamping ring.Provide cast iron`wall pipes"with integral waterstop Thermometers shall be American 3 inch bi-metal dial type with separable socket,and shall be installed where indicated or submittals and shop drawings,warranties,and descriptive literature as furnished by the equipment manufacturer.Include an ring manufactured by Josam,Jay R.Smith,Wade,Watts or Zurn. General: Clean pipe thoroughly prior to installation.Ream ends of pipe to remove burrs.Cut pipe accurately to measurements required. inside cover sheet that lists the project name,date,Owner,Architect,Engineer,General Contractor,Sub-Contractor,and an Repair or replace public and private property damaged as a result of work performed under this contract to the satisfaction of taken on the job.Install with adequate clearance for installation of coverings where required.Pipe shall not be sprung or bent. index of contents. authorities and regulations having jurisdiction.Provide all safety lights,guards,and warning signs required for the performance of J. FIRESTOPPING Neatly align pipe,connect it securely,and support it from the building structure with hangers as specified below.Provide Pressure gauges shall be Ashcroft 3 inch dial type with shut-off cock,and shall be installed where indicated or required. the work and for the safety of the public. chrome-plated escutcheons on pipes passing through ceilings,floors or walls of finished spaces.Run pipes freely through floor Submit three copies of literature bound in approved binders with index and tabs separating equipment types to the Architect,for and wall penetrations using pipe sleeves.Do not grout in place unless required for structural fire integrity.Install pipe concealed in Engineer's review,at the termination of the work.Paper clips,staples,rubber bands,loose-leaf binding,and mailing envelopes Sealants and accessories shall have fire-resistance ratings indicated,as established by testing identical assemblies in 5. PLUMBING FIXTURES AND EQUIPMENT E. MANUFACTURERS are not considered approved binders.Final approval of systems installed under this contract shall be withheld until this equipment accordance with UL 2079 or ASTM E 814,or other NRTL acceptable to AHJ. finished spaces wherever possible.Use a dielectric union where ferrous and copper pipe connect.Dielectric union shall have a zinc-plated steel body,a threaded nylon insert,and insulating pressure gasket.No ferrous metal-to-copper connection made , r ' brochure is received and deemed complete by the Architect and Engineer.Instruct workmen to save required literature shipped without insulating unions will be allowed. In other articles where lists of manufacturers are introduced,subject to compliance with requirements,provide products by one of with the equipment itself for inclusion in this brochure. A. PLUMBING FIXTURES Manufacturers:Hilti,RectorSeal,Specified Technologies Inc.,United States Gypsum Company,or 3M corp. the manufacturers specified. Hanger&Supports: Pipe hangers shall be as described in the specifications by B-Line or equal by Anvil,Michigan,Truscon,or Include record drawings as described above. Furnish and install commercial grade plumbing fixtures,see the drawings for quantities and descriptions.Provide china fixtures as Through and Membrane Penetration Firestopping Systems Product Schedule:Provide UL listing,location,wall or floor rating,and Unistrut.Connect hangers to the structure with side beam connectors and all thread hanger rods.Provide engineered support Where a list is provided,manufacturers are listed alphabetically and not in accordance with any ranking or preference. scheduled by American-Standard or approved equal by Crane,Gerber,Kohler,Sloan Valve Co,Toto-Kiki or Zurn.Provide installation drawing for each penetration fire stop system, struts between joists and other structural members as required to provide a rigid hanging installation.Do not hang pipes from Refer to Division 01 for acceptance of electronic manuals for this project.For electronic manuals,refer to paragraph'Submittals" other pipes,conduit or ductwork.Provide hanger rods and space hangers at intervals as specified in"hanger spacing".Provide stainless steel sinks as scheduled by Elkay or equal by Just.Provide electric water cooleis as scheduled by Elkay or approved equal by Acorn/Aqua,Halsey Taylor or Haws.Provide mop sinks as scheduled by Stern-Williams or equal by Acorn Engineering Where manufacturers are not listed,provide products subject to compliance with requirements from manufacturers that have for requirements. Where project conditions require modification to qualified testing and inspecting agency's illustrations for a particular firestopping support within 1 foot of each elbow and tee.Provide supports within 1 foot of each equipment connection.Provide two nuts on Co.,Fiat or Florestone.Provide emergency equipment as scheduled by Bradley or equal by Chicago,Encon,Guardian,Haws or been actively involved in manufacturing the specified product for no less than 5 years. condition,submit illustration,with modifications marked,approved by penetration firestopping manufacturers fire-protection threaded supports to securely fasten the support.Install hanger types or supports for various piping as follows: Speakman.Provide fixtures of same manufacturer where possible. N. SPARE PARTS engineer as an engineering judgment or equivalent fire-resistance-rated assembly.Include qualifications data for testing agency. -...-..-...---.... F. COORDINATION Copper Tube: Adjustable band hangers for bare copper tube 3 inches and smaller shall be B-Line#53170 CT copper plated Fixtures shown on the drawings or specified herein shall be furnished and installed,set firm and true,connected to required piping - Furnish to Owner,with receipt,the spare parts for faucet washers and 0-rings,flushometer repair kits,and water closet tank K. ELECTRICAL WIRING adjustable band swivel ring type.Adjustable band hangers for insulated copper tube 3 inches and smaller shall be B-Line#63170 services,thoroughly cleaned,left clean and ready for use.Exposed fittings and piping at the fixtures shall be chrome-plated,and i Coordinate work with that of other trades so that the various components of the systems are installed at the proper time,will fit the repair kits for the fixtures furnished for this project. NF adjustable band swivel ring type.Clevis hangers for insulated copper tube 4 inches and larger shall be B-Line#B3100 water supply piping shall be valved at each fixture. I available space,and will allow proper service access to those items requiring maintenance.Components which are installed without regard to the above shall be relocated at no additional cost to the Owner. 0. TRAINING Line voltage wiring shall be provided by Division 16.Line voltage control and interlock wiring for plumbing systems shall also be provided by Division 16.Low voltage control wiring shall be provided by Division 15.Furnish wiring diagrams to Division 16 as galvanized steel clevis type.Support exposed copper tube 2 inches and smaller to walls or in chases with B-Line#63198RCT copper coated extension split ring pipe clamps,3/8 inch threaded rod and 13-Line#133199CT ceiling flanges.Support copper tube in chases and walls at plumbing fixtures with plastic or copper brackets secured to structure and U-bolts sized to bare on the pipe. Vitreous china fixtures shall be of the best grade vitreous ware,without pit holes or blemishes,and the outlines shall be generally required for proper equipment hookup.Coordinate with Division 16 the actual wire sizing amps for plumbing equipment(from the Riser clamps to support vertical copper tube shall be B-Line#B3373CT copper coated steel,cut insulation,seal vapor barrier,and true.The engineer reserves the right to reject any pieces which,in his opinion,are faulty.Fixtures set against walls shall have Unless otherwise indicated,General Contractor shall provide chases and openings in building construction required for installation equipment nameplate)to ensure proper installation. attach to bare tube. ground backs and shall be caulked with silicone sealant of a matching color. At a time mutually agreed upon between the Owner and Contractor,provide the services of a factory trained and authorized of the systems specified herein.Contractor shall furnish the General Contractor with information where chases and openings representative to train Owner's designated personnel on the operation and maintenance of the equipment provided for this when required.Contractor shall keep informed as to the work of other trades engaged in the construction of the project and shall project. L. EQUIPMENT FURNISHED BY OTHERS Cast Iron Pipe: Adjustable band hangers for 2 inch and smaller.Clevis hangers for 3 inch and larger shall be B-Line#B3100 B. PLUMBING FIXTURE TRIM execute his work in such a manner as not to interfere with or delay the work of other trades. • galvanized steel clevis type.Riser clamps to support vertical pipe shall be B-Line#83373 galvanized steel. Provide training to include,but not be limited to,an overview of the system and/or equipment as it relates to the facility as a Provide necessary equipment and accessories that are not provided by the equipment supplier or Owner to complete installation Submit certification that faucets and trim comply with NSF 61 Annex G and/or NSF 372.Except for the following: Faucets not Figured dimensions shall be taken in preference to scaled dimensions.Contractor shall take his own measurements at the whole;operation and maintenance procedures and schedules related to startup and shutdown,troubleshooting,servicing, of equipment furnished by others in locations as indicated on the drawings,specified herein,or both. Furnish and install Insulation Protection Shields: B-Line#133151 of 18 gauge galvanized sheet metal.Shield shall cover half of the circumference of used for drinking water or cooking,shower valves and heads or flush valves. building,as variations may occur.Contractor shall be held responsible for errors which could have been avoided by proper - preventive maintenance and appropriate operator intervention;and review of data included in the operation and maintenance roughed-in wastes,vents and water services.Provide final connection to kitchen equipment,furnished by others,in locations as the pipe and shall be of length indicated by manufacturer for pipe size and thickness of insulation. checking and verification. manuals. indicated on the drawings.Provide accessory items that are required but not furnished with the equipment including traps,stop Fixture trim shall have the manufacturers name stamped clearly and visibly on each item. valves,PRVs,indirect drain from equipment to floor drains,and accessory items indicated or required for the proper operation of Hanger Spacing,Rod Sizes&Connectors: Connect rods to steel beams or joists with B-Line#133031 or#B3033 beam clamps as Provide materials with trim that will properly fit the types of ceiling,wall,or floor finishes actually installed.Model numbeis listed in Submit a certification letter to the Architect stating that the Owner's designated representative has been trained as specified the complete system at the termination of the work. required.Connect rods to concrete with B-Line#3014 malleable iron single type inserts with malleable iron nut.Connect rods in the specifications or shown on the drawings are not intended to designate the required trim. herein.Letter shall include date,time,attendees and subject of training.The Contractor and the Owner's representative shall sign wood construction with B-Line#63058 side beam connectors.Hang and support piping with spacing and rod sizes as follows: Provide electronic faucets as scheduled on the drawings by Toto or equal by Sloan or Zurn. No. Dote ---------- the certification letter indicating agreement that the training has been provided. Contractor shall be responsible for correct rough-in dimensions and shall verify same with Architect and/or equipment supplier G. ORDINANCES AND CODES prior to service installations. Copper Tube: 1-1/2 inch and smaller-every 6 feet with 3/8 inch hanger rods;2 inch-every 10 feet with 3/8inch hanger rods; Fixture P-traps shall be 17 gauge brass body with cleanout,17 gauge seamless tubular wall bend with cast brass slip nut,shallow steel flange,all chrome plated by McGuire,Brass Craft,Dearborn Brass,EBC,Proflo,Watts Brass and Tubular or Zurn. Schedule training with Owner with at least 7 days advance notice. . 2-1/2 inch-every 10 feet with 3/8 inch hanger rods;3 inch-every 10 feet with 1/2 inch rods,4 inch-every 10 feet with 5/8 inch Work performed under this contract shall,at a minimum,be in conformance with applicable national,state and local codes having M. SYSTEM TESTING AND ADJUSTING hanger rods.Support vertical copper tube every 10 feet. Lavatory,sink,and water closet supplies shall be solid brass angle or straight type with full turn brass stem,wheel handle,or jurisdiction.Equipment furnished and associated installation work performed under this contract shall be in strict compliance with P. WARRANTIES loose key types as noted on drawings,shallow steel flange,3/8 inch copper riser flange,all chrome plated,final connection as current applicable codes adopted by the local AHJ,including any amendments and standards as set forth by the following: Cast Iron Pipe: Every 10 feet and within 1 foot of each joint.2 inch and smaller with 3/8 inch hanger rods;3 inch with 1/2 inch NT T Upon completion of each phase of the installation,test each system in conformance with local code requirements and as noted required by McGuire,Brass Craft,EBC,Proflo or Zum. 1. National Fire Protection Association(NFPA) hanger rods;4 inch with 5/8 inch hanger rods;6 inch with 3/4 inch hanger rods;8 inch and larger with 7/8 inch hanger rods. Warrant each system and each element thereof against all defects due to faulty workmanship,design,or material for a period of below.Furnish labor and equipment required to test each system installed under this contract.Assume all costs involved in 2. Underwriters Laboratories(UL) 12 months from date of Substantial Completion,unless specific items are noted to carry a longer warranty in the construction making the tests and repairing and/or replacing any damages resulting therefrom. Support vertical cast iron pipe every 15 feet Lavatory drains shall be grid type chrome plated 17 gauge brass open grid with 1-1/4 inch x 6 inch long seamless brass tailpiece 3. Occupational Safety and Health Administration(OSHA) documents or manufacturer's standard warranty exceeds 12 months.Remedy all defects,occurring within the warranty period(s), and brass locknut with heavy rubber basin washer and fiber friction washer,by McGuire,Brass Craft,Dearborn Brass,EBC, oTRAEppFREovREEDNwCITEH 211\l's 1..p_LI 4. American Society of Mechanical Engineers(ASME) as stated in the General Conditions and Division 01. Notify the Architect and the AHJ,three(3)working days prior to making plumbing system tests.Leave concealed work uncovered Above Ground Installation for Soil and Waste: Install soil and waste piping to a uniform slope of not less than 1/8 inch per foot for Proflo,Watts Brass and Tubular or Zurn. 5. American Society of Heating,Refrigeration,and Air Conditioning Engineers(ASHRAE) until the required tests have been completed,but if necessary due to construction procedure,tests on portions of the work may be piping 4 inch or larger,and not less than 1/4 inch per foot for piping 3 inch or smaller.Lay pipe at uniform slope free from sags. 6. American National Standards Institute(ANSI) Warranty shall include a guarantee of free circulation of liquids throughout the system as intended without leaks,excessive noise, made,and when satisfactory,the work may be concealed.Test piping before insulation is installed,and before backfill.Pipes, Support pipe within 12 inches of each joint.Make changes in direction from horizontal to vertical,at fixture branches and other Sink drains shall be basket type with chrome plated forged brass basket strainer and strainer body with 1-1/2 inch x 4 inch long 7. American Society of Testing Materials(ASTM) or water hammer. joints,flanges,valve stems,etc.,shall be leak tight.Repair or replace system defects with new materials.Caulking of defective branch connections with sanitary"tees"or short sweep"ells".Make changes in direction from vertical to horizontal or horizontal to seamless brass tailpiece and cast brass lock and coupling nuts by McGuire,Brass Craft,Dearborn Brass,EBC,Proffer or Zurn. joints,cracks or holes will not be permitted.Repeat tests after defects have been eliminated.Make tests in the presence of the horizontal with long radius fittings,long sweeping"ells",combination"Y and 1/8 bend"fittings,or 45 degree"ells"(1/13 bend 8. Other national standards and codes where applicable. fittings),1/6 bend or 1/16 bend and"Y"fittings.Provide a smooth and uniform invert in the system.Drilling or tapping of soil and administrative authority and/or the Owner's authorized representative. Issue Note: Warranties shall include labor and material,including travel expenses.Make repairs or replacements without any additional costs waste lines,and saddle hubs and bands are not permitted.Locate and install soil and waste lines as indicated on the drawings. Provide handicap insulation kits for lavatories and sinks on exposed water and waste pipes and fittings,including offset drain and to the Owner,and to the satisfaction of the Owner,Architect,and Engineer. Where the contract documents exceed the requirements of the referenced codes,standards,etc.,the contract documents shall Determine exact locations in such a manner as to maintain proper clearance. continuous waste covers where required by Brocar,McGuire,Plumberex"Pro-2000",Proflo,Trap-Wrap or Tru-Bro. Upon completion of the systems installation,and prior to acceptance by the Architect and Engineer,make general operating tests take precedence.Where conflicts between various codes,ordinances,rules,and regulations exist,comply with the most BID/PERMIT SET to demonstrate that equipment and systems are in proper working order,and are functioning in conformance with the intent of the stringent. Perform the remedial work promptly,upon written notice from the Engineer or Owner. Plumbing Vent: Connect plumbing vent pipes to fixture drain pipes as indicated on the drawings or as required by the installation Provide Smith,Josam,Wade,Watts,or Zurn chair carriers for mounting wall mounted lavatories as described on the drawings. drawings and specifications.As a part of these tests,open every water outlet to ensure complete system flushing,remove and clean faucet aerators,clean strainers,light pilot lights,and operate every piece of equipment furnished under this contract to practices adopted and enforced by local codes official,and extend vent pipes full size through the roof line.Grade pipe to a Securely fasten carriers to floor and test per manufacturer's recommendations prior to installation of partitions.Secure lavatory Promptly bring all conflicts observed between codes,ordinances,rules,regulations,referenced standards,and these documents At the time of Substantial Completion,deliver to the Owner all warranties,in writing and properly executed,including term limits demonstrate proper functioning. uniform slope so as to drain back by gravity to the drainage piping system.Vents passing through the roof shall be minimum 3 chair carriers to floor with 1/2 inch anchor bolts. 04/05/2017 to the attention of the Architect and Engineer for final resolution.Contractor will be held responsible for any violation of the law. for warranties extending beyond the one year period and any actions the Owner must take in order to maintain warranty status. inch size except in tropical climates,per local codes.Turn flashing down into stacks at least 2 inches,and extend flashing 24 Each warranty instrument shall be addressed to the Owner and state the commencement date and term. inches in all directions from the pipe at the roof line.Apply white lead pipe dope on male steel pipe threads.Vent lines shall be air , Test the drainage and vent system by plugging openings with test plugs,except those at the top of the stacks.Fill the system with C. WATER HEATER and water tight.Vent floor drains individually or connect them to a horizontally vented line as shown on the drawings. Project ID: PORTLAND Procure and pay for permits and licenses required for the accomplishment of the work herein described.Where required,obtain, water;test results will be satisfactory if the water level remains stationary for not less than one(1)hour.Subject the drainage and ..,_ pay for,and furnish certificates of inspection to Owner. 2. GENERAL MATERIALS AND INSTALLATION vent system to a pressure of at least ten(10)feet of water.If leaks develop,repair them and repeat the test Water heater shall be by A.O.Smith,Bradford-White,Lochinvar,State,Rheem or Ruud with capacity as scheduled on the Drawn HEI ,. drawings.Unit shall be electric glass-lined tank type complete with steel jacket,fiberglass insulation,magnesium anode,integral By: H. PROTECTION OF EQUIPMENT AND MATERIAL Test the domestic water system by filling it with water and then isolating the system from its source.Keep the system closed for a Domestic Water: Arrange cold,hot,and hot water recirculation piping to drain at the lowest point in each system.Install at least thermostats and controls,and temperature&pressure relief valve.Water heater shall be UL listed and meet ASHRAE 90.1B Review By: HEI .. A. BUILDING OPERATION one pipe union adjacent to all shutoff valves,at connection points of each piece of equipment,and elsewhere in the system where period of twenty-four hours with no fixture being used.The pressure differential for this test period shall not exceed 10 psig.Test standards for thermal efficiency and standby heat loss. required to allow proper maintenance.Provide unions of the ground joint type.Make allowance for expansion and contraction Plot water piping to a 125 PSI hydrostatic pressure. 04/05/2017 Store and protect from damage equipment and material after delivery to job site.For materials and equipment susceptible to where required by the installation.Where water piping occurs in exterior walls,hold pipe as close as possible to the interior face Comply with the schedule of operations as outlined in the architectural portions of this specification.Building shall be in operation Date: changing weather conditions,dampness,or temperature variations,store inside in conditioned spaces.For materials and of wall and install insulation batt or other insulation(minimum R-8)between piping and the exterior wall face. Relief Valve: Water heater relief valve shall be of the test lever type,with automatic reset,combination temperature and pressure during normal workday hours.Accomplish work requiring interruption of building operation at a time when the building is not in equipment not susceptible to these conditions,cover with waterproof,tear-resistant,heavy tarp or polyethylene plastic as required N. SEISMIC CONTROLS FOR MEPF SYSTEMS relief,approved and stamped by the American Gas Association.It shall be installed directly on the heater tank,or in the hot water operation and only with written approval of building Owner and/or tenant.Coordinate interruption of building operation with the Sheet Title: to protect from plaster,dirt,paint,water,or physical damage.Equipment and material damaged by construction activities shall be outlet,not more than 3 inches from the tank,The temperature shall be normally set to relieve at 210 F and the pressure relief shall Owner and/or tenant a minimum of seven(7)days in advance of work. E. PIPING SANITIZATION rejected and Contractor shall furnish new equipment and material of a like kind at his own expense. be at 125 psi.The relief valve discharge rine shall be piped down and terminate 6 inces above a floor drain. Seismic Protection Criteria: B. EXISTING EQUIPMENT REUSE AND REMOVAL Risk/Occupancy Category: I,II or ill Sanitize the entire domestic water piping system(cold,hot,and hot water return)with a solution containing not less than 50 ppm Keep premises broom clean of foreign material created during work performed under this contract.Piping,equipment,etc.shall Vacuum Relief Valve: Watts#N36 or INilkins#VR-10 with bronze body and silicon disc.Valve shall open at 0.5 inches HG Site Soil Category: Contractors Seismic Engineer to Determine available chlorine.Keep solution in the system for a minimum of 24 hours,with each valve being operated several times during have a neat and clean appearance at the termination of the work. vacuum and be rated for 200 psig working pressure and 250 F temperature.Install in cold water supply to each water heater Provide items of plumbing systems modification required because of building remodeling,as noted on the drawings,or necessary Seismic Design Category: Contractor's Seismic Engineer to Determine the period.After completion,flush system with city water until chlorine residual is lowered to incoming city water level. downstream of the shutoff and check valves. PLUMBING for proper operation.Match existing materials and construction techniques when modifying existing systems.Coordinate Component Importance Factor: Determined From ASCE 7-2010 Plug or cap open ends of piping systems while stored and installed during construction when not in use to prevent the entrance of SPECIFICATIONS debris into the systems. requirements with general contractor and architect. F. PIPE AND VALVE MARKERS Recirculation Pump: By B&G as scheduled on the drawings,or equal by Armstrong,Grundfos or Taco,of all bronze construction The contractor shall be responsible for determining the requirements for seismic bracing of mechanical,electrical,and plumbing with Aquastat and/or timer. ------------ Seal existing floor drains to be abandoned or not in use at completion of work gas-tight with plug.Clean P-trap of debris.Provide systems.Seismic protection criteria used to determine seismic bracing requirements of all mechanical,electrical,and plumbing Keep the manufacturer-provided protective coverings on floor drains,floor sinks and trench drains during construction.Remove Provide manufacturer's standard pre-printed,semi-rigid snap-on or permanent adhesive,pressure-sensitive vinyl pipe markers. Sheet No.: e blank grate.Cover drains with floor material matching adjacent area in finished portions of the building. systems shall be determined by the applicable code adopted in the project jurisdiction.Where not already determined within the L.I- coverings at the termination of the work and polish exposed surfaces. Pipe markers shall be color-coded complying with ANSA A13.1. Expansion Tank: Expansion tank shall be Amtrol"Therm-X-Tror as scheduled on the drawings or equal by Armstrong,Bell& . -1 contract documents,the Contractor shall be responsible for contracting a licensed professional engineer to establish building site _1 Gossett,Proflo,Taco,or Watts.Unit shall be constructed of welded carbon steel Disted][ASME labeled]for 150 psig working New floor drains shall be connected to the existing sanitary drainage system as shown on the drawings or as required.Saw-cut class,seismic design category,seismic zone,or any other criteria necessary to determine the requirements for seismic bracing pressure,with a FDA approved butyl rubber diaphragm,taps for pressure gage,air charging fitting,and drain fitting.Support as p ill:,:/: /I I. SUBSTITUTIONS on mechanical,electrical,and/or plumbing systems. Install pipe markers on each plumbing piping system and include arrows to show normal direction of flow. existing concrete floor as required to install new underfloor lines,and patch to match existing sub-floor.Refer to architectural detailed on the drawings.Charge tank with air pressure equal to the static water pressure. -3 t 1. specifications for finish floor patching requirements. - L The base bid shall include only the products from manufacturers specifically named in the drawings and specifications.No Seismic bracing of fire protection systems shall be installed in strict accordance with the provisions of NFPA 13(2010 or later Locate pipe markers and color bands wherever piping is exposed to view in occupied spaces,machine rooms,accessible :i" substitution will be considered prior to receipt of bids unless written request for approval to bid has been received by the Engineer edition). maintenance spaces(shafts,tunnels,plenums)and exterior non-concealed locations. END OF SECTION 15B _1 Make connection of new pipe to similar existing waste,water and gas pipe using standard fittings and joining practices. E I . . _ _ _ __ _ - - ' -