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170109 MAD (BUILDING PERMIT SET).pdf
1 1 2 1 3 1 4 1 5 1 6 II�mmll I I N l I AI MADRONA SCHOOL REPLACEMENT EDMONDS SCHOOL DISTRICT BUILDING PERMIT 09 JANUARY 2017 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE E (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (5 03) 224-403 2 OFFICE (5 03) 2 24-0918 FAX MAHLUM ARCHITECTS INC "Edmonds W SCHOOL DISTRICT Each student learning, everyday! MADRONA SCHOOL REPLACEMENT 9300 236TH EDMONDS, WA 98020 N B ZONE KEYPLAN MARK DATE DESCRIPTION ISSUE DATE: 09 JANUARY 2017 ISSUE: BUILDING PERMIT PRO "ET -NO - ------------------------------------------------------ 2015913.00 DRAWN -BY: ------------------------------------------------------------- BM/AD- CHECKED BY: - - ----------------------------------------------------------- DM - - ------ COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" A COVER SHEET 1 1 2 1 3 1 4 1 5 1 6 RUN11 & ON 1 2 3 4 5 3 ABBREVIATIONS SYMBOLS GENERAL NOTES SHEET INDEX PROJECT DATA AB ANCHOR BOLT LAV LAVATORY 1. WORK MUST COMPLY WITH APPLICABLE CODES AND ORDINANCES IN FORCE AT TIME 01-GENERAL 10-MECHANICAL ACT ACOUSTICAL CEILING TILE MAS MASONRY LOCATION A OF BUILDING PERMIT ISSUANCE. G-001 COVER SHEET M-001 MECHANICAL LEGEND PROJECT CONSTRUCT NEW MADRONA SCHOOL (K-8) TO ADDL ADDITIONAL MATL MATERIAL GRID LINES 2. READ, UNDERSTAND AND COMPLY WITH ALL APPLICABLE PROVISIONS OF THE G-002 SHEET INDEX, PROJECT INFORMATION, ABBREVIATIONS, SYMBOL LEGEND, M-002 MECHANICAL ABBREVIATIONS AND GENERAL NOTES DESCRIPTION: REPLACE EXISTING MADRONA SCHOOL ON SITE. AFF ABOVE FINISH FLOOR MAX MAXIMUM CONSTRUCTION DOCUMENTS FOR THE PROJECT. GENERAL NOTES, PROJECT DIRECTORY M-003 MECHANICAL SCHEDULES THE EXISTING MADRONA SCHOOL WILL REMAIN IN ALUM ALUMINUM MDF MAIN DISTRIBUTION FRAME 3. UNLESS OTHERWISE NOTED, PLAN DIMENSIONS SHOWN ARE: G-003 LAND USE CODE REVIEW M-004 MECHANICAL SCHEDULES OPERATION DURING CONSTRUCTION AND WILL ANOD APPROX ANODIZE(D) APPROXIMATE MECH MFD MECHANICAL MANUFACTURED �______________________________ _____ ________________ -AT INTERIOR PARTITIONS: TO THE FACE OF STUD -AT COLUMNS: TO THE CENTERLINE OF COLUMNS G-004 BUILDING CODE REVIEW M-005 MECHANICAL SCHEDULES BE DEMOLISHED UPON COMPLETION OF THE NEW ARCH ARCHITECT (URAL) MFR MANUFACTURE (R) -AT CONCRETE OR CMU: TO THE FACE OF CONCRETE OR CMU G-005 BUILDING AREA AND FRONTAGE INCREASE PLANS M-006 MECHANICAL SCHEDULES SCHOOL. REFER TO SITE PERMIT SUBMITTAL BD BOARD MIN MINIMUM, MINUTE -AT EXTERIOR WALLS: TO THE EDGE OF SLAB G-006 ALTERNATIVE DESIGN PROPOSAL M-007 MECHANICAL SCHEDULES (#BLD20161599) DATED 5 DECEMBER 2016 FOR BITUM BITUMINOUS MISC MISCELLANEOUS LEVEL NAME 4. PLACE DOORS NOT LOCATED BY DIMENSION ON PLANS SIX INCHES FROM FACE OF G-007 PRE -APPLICATION MEETING MINUTES M-101 MECHANICAL SITE PLAN RELATED SITEWORK, WHICH INCLUDES PARKING BLDG BLKG BUILDING BLOCKING MO MTD MASONRY OPENING MOUNTED ,.� LEVEL 02 LEVEL HEAD ADJOINING PARTITION TO HINGE EDGE OF DOOR OPENING. PROVIDE 18" MINIMUM G-031 ENERGY CODE BUILDING ENVELOPE SCHEDULE M-121 FOUNDATION PLUMBING PLAN -ZONE A AND LOADING AREAS, TRACK, PLAYFIELDS, BM BEAM MTL METAL 1 101-01, ® CLEAR FROM FACE OF ADJOINING PARTITION OR OTHER OBSTRUCTION TO STRIKE G-041 PHASING PLAN DIAGRAMS M-122 FOUNDATION PLUMBING PLAN - ZONE B BO BOTTOM OF NA NOT APPLICABLE JAMB EDGE OF DOOR OPENING, UNLESS OTHERWISE NOTED. NOTIFY ARCHITECT IF G-101 LIFE SAFETY PLAN M-123 FOUNDATION PLUMBING PLAN - ZONE C STORM WATER MANAGEMENT, AND UTILITIES. BOT BOTTOM NIC NOT IN CONTRACT ELEVATION REQUIRED CLEARANCES ARE NOT AVAILABLE G-102 LIFE SAFETY PLAN M-124 FOUNDATION PLUMBING PLAN - ZONE D PROJECT 9300 236TH ST. SW, EDMONDS, WA 98020 C CHANNEL NO NUMBER NORTH 5. PROVIDE FIRE RESISTANT CLOSURE MEETING THE REQUIREMENTS OF THE GOVERNING 05-STRUCTURAL ADDRESS: CB CATCH BASIN NOM NOMINAL FIRE AUTHORITIES AT ALL GAPS AROUND PENETRATING DUCTS, PIPES, CONDUITS, ETC. M-221 FIRST FLOOR PLUMBING PLAN - ZONE A CF/OI CONTRACTOR FURNISHED; NTS NOT TO SCALE AT ALL FIRE RATED BUILDING WALLS, PARTITIONS, CEILINGS, FLOORS AND ROOFS. S-101 GENERAL STRUCTURAL NOTES M-222 FIRST FLOOR PLUMBING PLAN - ZONE B OWNER INSTALLED OA OVERALL NORTH ARROW 6. ROOM AND DOOR NUMBERS SHOWN ON DRAWINGS ARE FOR CONSTRUCTION S-102 GENERAL STRUCTURAL NOTES M-223 FIRST FLOOR PLUMBING PLAN - ZONE C CG CORNER GUARD OC ON CENTER PURPOSES ONLY. REFER TO SHEET A-651 FOR PROGRAM ROOM NUMBERS AND S-103 GENERAL STRUCTURAL NOTES M-224 FIRST FLOOR PLUMBING PLAN - ZONE D CL CENTERLINE OD OUTSIDE DIAMETER SIGNAGE. S-111A FOUNDATION PLAN ZONE A M-231 MECHANICAL LEVEL PLUMBING PLAN PARCEL NO: 27033600404600 CLG CEILING OF/CI OWNER FURNISHED; 7. CONCEAL ALL PIPING, CONDUITS, DUCTS, ETC INSIDE WALLS AND ABOVE CEILINGS AT S-111 B FOUNDATION PLAN ZONE B M-311 FIRST FLOOR OVERALL HVAC FLOOR PLAN CLR CMU CLEAR CONCRETE MASONRY UNIT INSTALLED CONTRACTOR ALL ROOMS EXCEPT ELECTRICAL AND TELEPHONE CLOSETS AND MECHANICAL ROOMS. S-111C FOUNDATION PLAN ZONE C M-321 FIRST FLOOR HVAC PLAN - ZONE A - COL COLUMN OF/OI OWNER FURNISHED; IN SPACES OPEN TO STRUCTURE, ONLY PIPING CONDUITS AND DUCTS THAT SERVE THE SPACE MAY BE EXPOSED. LOCATE SUCH INSTALLATIONS TO MINIMIZE VISIBILITY AND S-111 D FOUNDATION PLAN ZONE D M-322 FIRST FLOOR HVAC PLAN - ZONE B CONC CONCRETE OWNER INSTALLED Room ROOM NAME ROOM NAME & NUMBER ORGANIZE TO MINIMIZE RUN LENGTHS AND OVERLAPPING. ARCHITECT TO REVIEW S-121A ROOF FRAMING PLAN ZONE A M-323 FIRST FLOOR HVAC PLAN - ZONE C RELATED SITE PERMIT #BLD20161599, CONT CONTINUOUS OH OVERHANG IF 100 ROOM NUMBER SHOP DRAWINGS FOR EXPOSED MECHANICAL, ELECTRICAL, PLUMBING ITEMS PRIOR TO S-121B ROOF FRAMING PLAN ZONE B M-324 FIRST FLOOR HVAC PLAN - ZONE D PERMITS: SUBMITTED 05 DECEMBER 2016 CONTR COOED CONTRACTOR CONTRACT(OR) COORDINATE OPH OPNG OPPOSITE HAND OPENING FABRICATION AND INSTALLATION. S-121C ROOF FRAMING PLAN ZONE C M-331 MECHANICAL LEVEL HVAC PLAN CPT CARPET (ED) OPP OPPOSITE 8. COORDINATE WORK WITH ALL OWNER FURNISHED ITEMS AND PROVIDE ALL REQUIRED S-121 D ROOF FRAMING PLAN ZONE D M-421 FIRST FLOOR HVAC PIPING PLAN - ZONE A CT CERAMIC TILE ORD OVERFLOW ROOF DRAIN MECHANICAL AND ELECTRICAL CONNECTIONS INCLUDING STUB OUTS. S-301 TYPICAL CONCRETE DETAILS M-422 FIRST FLOOR HVAC PIPING PLAN - ZONE B DEFERRED DEMO DEMOLISH, DEMOLITION OVHD OVERHEAD ELEVATION 9. VERIFY ALL DIMENSIONS, EXISTING AND NEW CONDITIONS ON THE JOB BEFORE S-302 FOUNDATION DETAILS M-423 FIRST FLOOR HVAC PIPING PLAN -ZONE C SUBMITTALS: DET DF DETAIL DRINKING FOUNTAIN PL PLAM PROPERTY LINE PLASTIC LAMINATE 0'-0" AF SPOT ELEVATION PROCEEDING WITH THE WORK. S-501 TYPICAL STEEL DETAILS M-424 FIRST FLOOR HVAC PIPING PLAN - ZONE D DIA DIM DN DIAMETER DIMENSION DOWN PLWD PT TREATED PLYWOOD PAINT, PRESSURE oL SURFACE 10. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES NOTED AMONG OR BETWEEN THE CONTRACT DOCUMENTS, OWNER -PROVIDED INFORMATION, SITE CONDITIONS, MANUFACTURER RECOMMENDATIONS, OR CODES, REGULATIONS, OR RULES OF JURISDICTIONS HAVING AUTHORITYPRIOR TO COMMENCEMENT OF ANY PORTION OF S-502 S-503 S-601 STEEL & METAL DECK DETAILS MISC. STEEL DETAILS TYPICAL WOOD FRAMING DETAILS M-431 M-501 MECHANICAL LEVEL HVAC PIPING PLAN ENLARGED MECHANICAL PLAN - BOILER ROOM PROJECT TEAM DS DOWNSPOUT PVG PAVING VIEW THE WORK. S-602 WOOD FRAMING DETAILS M-502 M-503 ENLARGED MECHANICAL PLAN -KITCHEN ENLARGED PLUMBING PLAN - ACTIVITIES RESTROOM DWG E DRAWING EAST R RB RADIUS, RISER RUBBER/RESILIENT BASE 11. THE CONTRACT DOCUMENTS ARE COMPLIMENTARY AND WHAT IS REQUIRED BY ONE IS S-603 ROOF FRAMING DETAILS M-504 MECHANICAL SECTIONS EA EACH RCP REFLECTED CEILING PLAN BINDING AS IF REQUIRED BY ALL. S-604 ROOF FRAMING DETAILS M-505 MECHANICAL SECTIONS EL ELEVATION RD ROOF DRAIN, ROAD n DETAIL NUMBER 12 PROVIDE REPETITIVE FEATURES NOT INDICATED IN THE DRAWINGS EVERYWHERE THAT S-605 MISC. WOOD FRAMING DETAILS M-601 MECHANICAL ROOF PLAN OWNER EDMONDS SCHOOL DISTRICT ELEC ELECTRIC (AL) REQD REQUIRED A CALLOUT VIEW THEY OCCUR AS IF DRAWN IN FULL. NOT ALL OCCURRENCES OF A FEATURE ARE S-606 SHEAR WALL SCHEDULE & DETAILS M-701 FIRST FLOOR FIRE SPRINKLER PLAN 20420 68TH AVENUE WEST ELEV ENCL ELEVATOR ENCLOSE (URE) RM RO ROOM ROUGH OPENING A-50 I f 7 DRAWING SHT NOTED IN EVERY CASE. 13 CONSULT PLANS OF ALL TRADES FOR ALL OPENINGS AND ROUGH -CUTS THROUGH S-607 COVERED PLAY FRAMING PLANS AND DETAILS M-702 MECHANICAL LEVEL FIRE SPRINKLER PLAN LYNNWOOD, WASHINGTON 98036 EQ EQUAL S SOUTH `—J NUMBER SLABS, WALLS, CEILINGS AND ROOFS FOR DUCTS, PIPES, CONDUITS, CABINETS AND 06-ARCHITECTURAL M-801 HYDRONIC WATER PIPING RISER DIAGRAM 425.431.7166 OFFICE EQUIP EQUIPMENT SAM SELF ADHERING EQUIPMENT, AND SHALL VERIFY SIZE AND LOCATION BEFORE PROCEEDING WITH A-101 ARCHITECTURAL SITE PLAN M-802 GAS RISER DIAGRAM CONTACT: TRINE WILTON EW EXIST EACH WAY EXISTING MEMBRANE SAM-HT SELF ADHERING DETAIL NUMBER WORK. A-111 FLOOR PLAN - OVERALL M-901 MECHANICAL DETAILS WILTONT@EDMONDS.WEDNET.EDU A DETAIL VIEW 14 VERIFY ALL ROUGH -IN DIMENSIONS REQUIRED FOR EQUIPMENT, INCLUDING THAT A-121A FLOOR PLAN - ZONE A M-902 MECHANICAL DETAILS EXI EXT EXPANSION EXTERIOR MEMBRANE HIGH TEMP ----.--------------.— A-502 FURNISHED BY OTHERS, PRIOR TO PROCEEDING WITH WORK. A-121 B FLOOR PLAN - ZONE B M-903 MECHANICAL DETAILS FAF FLUID APPLIED FLASHING SAM-MC SELF ADHERING �__ DRAWING SHT 15 COORDINATE WITH MECHANICAL AND ELECTRICAL CONTRACTORS FOR EXACT A-121C FLOOR PLAN - ZONE C M-904 MECHANICAL DETAILS ARCHITECT MAHLUM FD FLOOR DRAIN MEMBRANE NUMBER LOCATIONS, TYPES AND SIZES OF ACCESS DOORS REQUIRED BY THEIR WORK. A-121 D FLOOR PLAN -ZONED 11-ELECTRICAL 71 COLUMBIA, SUITE 400 FDN FOUNDATION METAL CLAD PROVIDED ACCESS FOR ALL CONCEALED VALVES, DAMPER CONTROLS, FIRE DAMPER A-122 FLOOR PLAN - MECHANICAL LEVEL E-100 LEGEND SEATTLE, WA 98104 D FEC FIRE EXTINGUISHER CABINET SCHED SCHEDULE Al DETAIL NUMBER LINKAGE, ELECTRICAL JUNCTION BOXES, ETC. DRAWINGS MAY NOT SHOW ALL A-131 ROOF PLAN -OVERALL 206.441.4151 OFFICE FF FINISH FACE SF SQUARE FOOT (FEET) REQUIRED ACCESS PANELS. INDICATE REQUIRED ACCESS DOORS ON THE E-101 ELECTRICAL SITE PLAN FH FUME HOOD SHT SHEET A-201 EXTERIOR ELEVATION COORDINATION DRAWINGS. OBTAIN ARCHITECT'S APPROVAL FOR LOCATIONS OF A-141A ROOF PLAN - ZONE A ED-101 ELECTRICAL DEMO SITE PLAN CONTACT: DAVID MOUNT, PRINCIPAL FIN FINISH (ED) SHTHG SHEATHING - DRAWING SHT ACCESS DOORS PRIOR TO INSTALLATION. A-141 B ROOF PLAN - ZONE B E-221A FLOOR PLAN - ZONE A - LIGHTING DMOUNT@MAHLUM.COM FLR FLOOR SIM SIMILAR NUMBER 16 PRESERVATIVE TREAT ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY AS A-141C ROOF PLAN - ZONE C E-2218 FLOOR PLAN - ZONE B - LIGHTING FOC FACE OF CONCRETE SPKLR SPRINKLER REQUIRED BY CODE. PROVIDE BORATE TREATED WOOD IN CONTACT WITH STEEL. A-141 D ROOF PLAN - ZONE D E-221C FLOOR PLAN - ZONE C - LIGHTING FOF FOM FACE OF FINISH FACE OF MASONRY SQ SS SQUARE SANITARY SEWER, DETAIL NUMBER 17 DO NOT SCALE DRAWINGS. A-151 REFLECTED CEILING PLAN - OVERALL E-221 D FLOOR PLAN - ZONE D - LIGHTING CONTRACTOR FORMA CONSTRUCTION COMPANY FOS FACE OF STUDS STANDING SEAM Al BUILDING SECTION/ 18 CONSTRUCT RECESSES LOCATED WITHIN FIRE RATED PARTITIONS TO MAINTAIN THE A-161A REFLECTED CEILING PLAN - ZONE A E-222 FLOOR PLAN -MECHANICAL LEVEL -LIGHTING 2823 29TH AVE SW FRMG FRAMING SST STAINLESS STEEL ------------ --- A-310 WALL SECTION REQUIRED FIRE RATING OF THE PARTITION. A-161 B REFLECTED CEILING PLAN -ZONE B E-321A FLOOR PLAN - ZONE A - POWER TUMWATER, WA 98512 FRTW FIRE RETARDANT TREATED ST STAIRS, STREET DRAWING SHT 19 SITE SURVEY, GEOTECHNICAL INVESTIGATION, AND HAZARDOUS MATERIALS A-161C REFLECTED CEILING PLAN - ZONE C E-321 B FLOOR PLAN - ZONE B -POWER 360.754.5788 OFFICE FT WOOD FOOT, FEET STD STOR STANDARD STORAGEHE � NUMBER DOCUMENTATION WAS PREPARED BY CONSULTANTS TO THE OWNER AND NOT UNDER DIRECTION OF THE ARCHITECT. THIS DOCUMENTATION IS INCLUDED IN THE A-161D REFLECTED CEILING PLAN - ZONED E-321C FLOOR PLAN - ZONE C -POWER CONTACT: DEREK BOYSEN, SR. PROJECT MGR FTG FOOTING STRUCT STRUCTURE (AL) AlA1�- DETAIL NUMBER CONTRACT DOCUMENTS AS AN ACCOMMODATION TO THE OWNER. A-171 FIRST FLOOR FINISH PLAN E-321 D FLOOR PLAN - ZONE D - POWER DEREKB@FORMACC.COM GA GAGE SUSP SUSPEND(ED) INTERIOR ELEVATION 20 REFER TO DOCUMENTS FOR GENERAL LOCATIONS OF VISIBLE EQUIPMENT, SIGNAL A-211 EXTERIOR ELEVATIONS E-322 FLOOR PLAN - MECHANICAL LEVEL - POWER GALV GALVANIZED, GALVANIC SV SHEET VINYL A2 A4 DEVICES, SIGNAGE, AND OTHER VISIBLE ITEMS. CONSULT WITH ARCHITECT FOR EXACT A-212 EXTERIOR ELEVATIONS E-331A ROOF PLAN - ZONE A - POWER OWNER RIDER LEVETT BUCKNELL GAR GB GARAGE GRAB BAR, GYPSUM BOARD T TB TREAD TACK BOARD A-210 DRAWING SHT MOUNTING LOCATION. A-221A EXTERIOR ELEVATIONS - ZONE A E-331 B ROOF PLAN - ZONE B -POWER CONSULTANT: 1924 — 1 ST AVENUE, 2ND FLOOR GC GENERAL CONTRACTOR TFF TOP OF FINISH FLOOR NUMBER 21 SIX DIGIT NUMBERS AT DRAWING NOTES (09 26 00 GYPSUM BOARD FOR EXAMPLE) A-221 B EXTERIOR ELEVATIONS - ZONE B E-331C ROOF PLAN - ZONE C -POWER COST SEATTLE, WA 98121 GL GLASS THRU THROUGH A3 REFERENCE RELATED SPECIFICATION SECTIONS IN THE PROJECT MANUAL, THEY ARE NOT INTENDED TO ASSIGN WORK TO SUB -CONTRACTORS. ALL ITEMS ARE INCLUDED IN A-221 C EXTERIOR ELEVATIONS -ZONE C E-331 D ROOF PLAN - ZONE D - POWER ESTIMATOR 206.223.2055 OFFICE GYP GYPSUM TLT TOILET SCOPE WHETHER OR NOT A SPECIFICATION REFERENCE IS CITED. A-221 D EXTERIOR ELEVATIONS -ZONE D E-341 KITCHEN PLAN - ELECTRICAL CONTACT: STEVE KELLY H HB HIGH HOSE BIBB TMPD TOM TEMPERED TOP OF MASONRY VIEW NUMBER 22 FIRE -RETARDANT TREAT ALL WOOD BLOCKING AS REQUIRED BY APPLICABLE CODES. A-251 ACCESSIBLE MOUNTING HEIGHTS AND DETAILS E-421A FLOOR PLAN - ZONE A - COMM STEVE.KELLY@US.RLB.COM HC HANDICAP TYP TYPICAL A-252 ACCESSIBILITY DETAILS E-421B FLOOR PLAN - ZONE B - COMM HDW HARDWARE LION UNLESS OTHERWISE VIEW NAME DRAWING BLOCK TITLE A-253 INTERIOR ELEVATIONS - ADMIN E-421C FLOOR PLAN - ZONE C - COMM HM HOLLOW METAL NOTED _ AlA A-254 INTERIOR ELEVATIONS - ADMIN E-421 D FLOOR PLAN - ZONE D - COMM OWNER PACE ENGINEERS HORIZ HORIZONTAL UTIL UTILITY 1/8" = V-0" A-255 INTERIOR ELEVATIONS - ADMIN E-422 FLOOR PLAN - MEZZANINE COMM CONSULTANT: 11255 KIRKLAND WAY, SUITE 300 HR HT HOUR HEIGHT VEH VERT VEHICLE VERTICAL A-256 INTERIOR ELEVATIONS - LEARNING SUPPORT E-521A FLOOR PLAN - ZONE A - ESS SURVEYOR KIRKLAND, WA 98033 HVAC HEATING, VENTILATION, AIR VRFY VERIFY VIEW SCALE A-257 INTERIOR ELEVATIONS - SLP / DHH SLP / OTPT E-521 B FLOOR PLAN - ZONE B - ESS 425.827.2014 OFFICE CONDITIONING VIF VERIFY IN FIELD A-258 INTERIOR ELEVATIONS - GYM E-521C FLOOR PLAN - ZONE C - ESS CONTACT: BILL HAWKINS IDF INTERMEDIATE DISTRIBUTION W WEST, WIDE, WASHER A-259 INTERIOR ELEVATIONS - GYM E-521 D FLOOR PLAN - ZONE D - ESS FRAME W/ WITHARCHITECTURAL A_ —REVISION NUMBER REVISION A-261 INTERIOR ELEVATIONS - COMMONS E-522 FLOOR PLAN - MEZZANINE - ESS BILLH PACEENGRS.COM @ IBC INCL INTERNATIONAL BUILDING CODE W/O INCLUDING (ED) WC WITHOUT WATER CLOSET A-261 INTERIOR ELEVATIONS -MUSIC E-600 ONE LINE DIAGRAM INFO INFORMATION WD WOOD, WOOD DOOR A-262 INTERIOR ELEVATIONS - MUSIC & LIBRARY HALLWAYS E-601 AV DETAILS OWNER ARGUS PACIFIC INC., A TERRACON COMPANY INSUL INSULATION WDW WINDOW MP NENT COMPONENT A-263 INTERIOR ELEVATIONS - M DHH & SCI E-700 LIGHT FIXTURE SCHEDULE CONSULTANT: 21905 64TH AVENUE WEST, SUITE 100 INT INTERIOR WR WEATHER RESISTANT, A-264 INTERIOR ELEVATIONS - LIBRARY 13-FOOD SERVICE HAZARDOUS MOUNTLAKE TERRACE, WA 98043 JAN L JANITOR LONG WRB WATER REPELLENT WEATHER RESISTIVE DOOR NUMBER DOOR A-265 INTERIOR ELEVATIONS -LEARNING CENTERS XK-101 KITCHEN EQUIPMENT PLAN MATERIALS 206.285.3373 OFFICE ( BARRIER A-266 INTERIOR ELEVATIONS - LEARNING CENTERS XK-102 KITCHEN PLUMBING PLAN CONTACT: SCOTT PARKER WSCT WAINSCOT DOOR/ROOM A-311 BUILDING SECTIONS XK-103 KITCHEN MECHANICAL PLAN 1001A DESIGNATION A-312 BUILDING SECTIONS XK-104 KITCHEN ELECTRICAL / REFRIGERATION PLAN SCOTT.PARKER TERRACON.COM @ PATTERNSA-322 n A-321 WALL SECTIONS - ZONE A WALL SECTIONS - ZONE A XK-201 XK-301 KITCHEN CANOPY HOOD DETAILS KITCHEN CANOPY WALK-IN DETAILS OWNER FSI CONSULTING ENGINEERS g _ 0 CEILING HEIGHT CEILING A-323 WALL SECTIONS - ZONE A CONSULTANT: 506 2ND AVENUE, SUITE 700 A-331 WALL SECTIONS - ZONE B COMMISSIONIN SEATTLE, WA 98104 MATERIAL A-332 WALL SECTIONS - ZONE B G 206.622.3321 OFFICE 03-6-0 � SEE WALL ASSEMBLY WALLS A-333 WALL SECTIONS - ZONE B CONTACT: BRANDON CRANE ASPHALT MASONRY -CONCRETE BLOCK 6 Al TAG LEGEND A-334 WALL SECTIONS - ZONE B A-341 WALL SECTIONS - ZONE C BRANDONC@FSI—ENGINEERS.COM CONCRETE , METAL - ALUMINUM A-342 WALL SECTIONS - ZONE C ° F01 " ASSEMBLY TYPE FLOOR OR ROOF ASSEMBLY A-401 ENLARGED SITE PLANS OWNER SHANNON & WILSON FL EARTH ,//,� METAL -STEEL A-403 ENLARGED SERVICE YARD PLAN CONSULTANT: 400 N 34TH STREET, SUITE 100 RM / A-404 COVERED PLAY - FLOOR PLAN, RCP, ROOF PLAN GEOTECHNICAL SEATTLE, WA 98103 oot o o -.o ,o o ,o GRAVEL SAND W01 WINDOW \ LOUVER A-411 ENLARGED LC FLOOR PLANS 206.632.8020 OFFICE ° A-412 A-413 ENGLARGED BLEACHER PLAN AND ELEVATION ENLARGED TLT PLANS &ELEVATIONS CONTACT: MARTIN PAGE MWP@SHANWIL.COM GYPSUM BOARD WOOD - FLOOR FINISH 1 A-414 ENLARGED TLT PLANS & ELEVATIONS - BLOCKING A-415 ENLARGED TLT PLANS &ELEVATIONS =� INSULATION - ACOUSTICAL WOOD - CONTINUOUS SCONC WOM `� FLOOR FINISH TRANSITION A-416 ENLARGED TLT PLANS &ELEVATIONS LAND APE A ADE DE I N LLAB RATIVE FLOOR FINISH 2 A-417 ENLARGED TLT PLANS & ELEVATIONS ARCHITECT 911 WESTERN AVENUE, SUITE 210 INSULATION - BATT WOOD - FINISH A-421 ENLARGED STAIR PLANS, SECTIONS & DETAILS SEATTLE, WA 98104 A-422 ENLARGED RAMP PLANS, SECTIONS & DETAILS 206.628.9133 OFFICE INSULATION -RIGID % '° �' ,� , 1 WOOD- PARTICLE BOARD AWI BOX TYPE 101 BOX WIDTH D:24' STANDARD CASEWORK A-423 A-424 ENLARGED GYM STRIPING PLAN ENLARGED PLANS CONTACT: KAS KINKEAD, PRINCIPAL KAS@CASCADEDESIGNCOLLAB.COM MASONRY- BRICK ■ H: 34" BOX DEPTH BOX HEIGHT A-501 SITE DETAILS A-511 EXTERIOR DETAILS -FOUNDATION CIVIL KPFF CR CARD READER A-521 EXTERIOR DETAILS - WALLS ENGINEER 1601 FIFTH AVENUE, SUITE 1600 WALL A-531 EXTERIOR DETAILS -ROOF SEATTLE, WA 98101 A-532 EXTERIOR DETAILS -ROOF 206.622.5822 OFFICE ONE -HOUR RATED WALL A-533 EXTERIOR DETAILS -ROOF NTACT: THADDEUS EGGING, E R MOTORIZED WINDOW A-541 CASEWORK DETAILS THOADDEUS EGGING@K FF.COM S TWO-HOUR RATED WALL OPERATOR A-542 CASEWORK DETAILS A-552 INTERIOR DETAILS - DOORS AND RELITES A-561 INTERIOR DETAILS - CEILINGS STRUCTURAL COUGHLIN PORTER LUNDEEN VICINITY MAP A-571 INTERIOR DETAILS - FLOOR TRANSITIONS ENGINEER 413 PINE STREET, SUITE 300 A-601 EXTERIOR ASSEMBLY TYPES SEATTLE, WA 98101 A-602 INTERIOR ASSEMBLY TYPES 206.343.0460 OFFICE ,ha Lake r A-611 DOOR SCHEDULE & TYPES CONTACT: CHRIS DUVALL, PE } A-612 DOOR FRAME AND RELITE TYPES CHRISD@CPLINC.COM A-613 STOREFRONT AND LOUVER TYPES - ZONES A AND B TnoaMot A-614 STOREFRONT AND LOUVER TYPES - ZONES A AND B MECHANICAL METRIX ENGINEERS Pawsh S�chnirl ,„ yrt ttf A-615 STOREFRONT AND LOUVER TYPES ZONES CAND D /PLUMBING 725 POWELL AVENUE SW. SUITE 1OO 7fir}Btt 71 aF"it7tfi } e at'3t A-651 FINISH SCHEDULE ENGINEER RENTON, WA 98057 „ rr Alderwmodlead ' j 425.336.2822 OFFICE CONTACT: BEADY BELL, PRINCIPAL z F,r,,tr st sv + BRADYB@METRIXENG.COM Holy Pa, hdmon > � "g, Nortkt Creek #iY ELECTRICAL TRAVIS FITZMAURICE & ASSOCIATES Edmonds Edmonds �` A�d�rav d i � Manor � ENGINEER 1200 WESTLAKE AVENUE N Driftwood Players 2S: t a vd eta SEATTLE, WA 98109 0R, tl � 3 a4 : * x A. Mart 206.285.7228 OFFICE �. CONTACT: MIKE FITZMAURICE, PRINCIPAL t rv' ry MIKE@TRAVISFITZMAURICE.COM Erperancr ty $j Lt r< SW 2.'ath Sa ' Sfyt .. }rt St 5F a°A� t1t "art Former w y Me�a.�rrt6�k� t jet FOOD SERVICE HALLIDAY ASSOCIATES, INC. Ha�� �d6 rr1 Cidsl Terrace �Cedar Park C9arasl€aaro to V e= Pre nr trr 656 NW NORWOOD STREET • , Schools - Mountlake • k v„� i} _{, � t » at't+ 4 CAMAS, WA 98607 �► ♦ rt al t �i 4 �r 360.834.6657 OFFICE CONTACT: LAURA BOURLAND M 9 LAURA@HAIDESIGN.COM A �r 7. Nr ACOUSTICAL A3 ACOUSTICS, LLP s»" ,� :� ,� 4 ENGINEER 1455 NW LEARY WAY SUITE 400 Pa sr furtc 1J�d #ef p{ Y47q � }! Lake Kaa r r Forelt Park SEATTLE, WA 1 7 S 98 0 MADRIONA SCHOOL ;€ttt >;Ft lc ,tt ...,, ,r tle»t WpodinvFa 206.489.5183 OFFICE PROJECT SITE } t" } CONTACT: MOHAMED AIT ALLAOUA { MOHAMED@A3ACOUSTICS.COM µ FINISH ADAMS CONSULTING HARDWARE 2337 N 57TH STREET t� r `F SEATTLE, WA 98103 �{ (# CiF3oo no Sze NORTH "�" 2O6.528.0244 OFFICE t t: i:auStlt'n 4 N, .,y Michelle Winery 14 F CONTACT: GORDON ADAMS GADAMS@W—LINK.NET } tY Rt 'fit rr NE 1,244, Si r 7 mi nE !.'4V, St 1 Rim FAzrC*_jt91WCI•!' SEATTLE WA 98104 (206) 441-4151 OFFICE (206) 441-0478 FAX PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC 8559 � REGISTERED DAVi GTON Edmonds SCHOOL studentEach every ., . '� 9300 236TH ST. SW, EDMONDS, WA 98020 ZONE KEYPLAN MARK DATE ISSUE DATE: ISSUE: DESCRIPTION 09 JANUARY 2017 1 L j -_ .1l PRO EST N0-------------------------- -----2015913.00- DRAWN —BY: ------------ BM -/AD_. CHECKEDBY _________ _________ _________ _________ _______DM_ COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" SHEET INDEX, PROJECT INFORMATION, ABBREVIATIONS, SYMBOL LEGEND, GENERAL NOTES, PROJECT DIRECTORY I 1A PROJECT ADDRESS 9300 236TH St. SW EDMONDS, WA 98020-5602 OWNER EDMONDS SCHOOL DISTRICT TAX PARCEL NUMBER(S) TAX ASSESSOR NO. 27033600404600 LEGAL DESCRIPTION THE NORTHEAST ONE -QUARTER OF THE SOUTHEAST ONE -QUARTER OF SECTION 36, TOWNSHIP 27 NORTH; RANGE 3 EAST OF THE WILLAMETTE MERIDIAN, iN SNOHOMISH COUNTY, WASHINGTON. EXCEPTING THEREFROM THAT PORTION LYING WITHIN THE BOUNDARIES OF 240TH STREET SW.- SEE ALSO: SHEET V-101 ZONING RS-8 EASEMENTS DESIGNATED USE PRIMARY SCHOOLS ARE A PERMITTED PRIMARY USE SUBJECT TO A CONDITIONAL USE PERMIT ACTUAL USE K-8 SCHOOL, NEW CONSTRUCTION LOT SIZE 1,756,601 SF 40.326 ACRES (AFTER R.O.W. ADJUSTMENT) LOT COVERAGE ECDC 16.20.030 ALL BUILDINGS, INCLUDING ACCESSORY BUILDINGS, SHALL NOT COVER MORE THAN 35 PERCENT OF THE AREA OF THE LOT PROPOSED BUILDING BUILDING AREA LOT COVERAGE` 2.975 ACRES LOT COVERAGE 2.975 AC / 40.326 AC: 7.4% EXISTING SITE IMPERVIOUS 5.1 AC OR 222,156 SF SURFACE AREA PROPOSED IMPERVIOUS SITE IMPERVIOUS SURFACE AREA-= 327,136 SF SURFACE AREA BUILDING AREA LOT COVERAGE = 129,591 SF TOTAL PROPOSED IMPERVIOUS SURFACE AREA:-:: 456,727 SF (26%) PROPOSED BUILDING AREA LEVEL 01: 80,000 SF (TO EXTERIOR FACE OF TOTAL: 80,000 SF SHEATHING) BUILDING HEIGHT ECDC 17.100.050 THE MAXIMUM HEIGHT FOR RS-8 ZONING IS 25 FEET. A HEIGHT INCREASE TO 35 PROPOSED BUILDING HEIGHT FEET IS PERMISSABLE WITH A CONDITIONAL USE PERMIT T.O. RIDGE = 34-0" SETBACKS ECDC 17.100.050 MINIMUM STREET SETBACK: 25-0" D MINIMUM SIDE SETBACK: 25'-0" FROM ANY OTHER PROPERTY LINE` 25-0" PROPOSED SETBACK AT 236TH ST.: 667'-3" AT E PROPERTY LINE: 220'-9" AT PROPERTY LINE: 132'-8'' AT W PROPERTY LINE' 830'-l1" PROPOSED WETLAND BUFFER AVERAGING WITH LIGHT STANDARDS PROPOSED EXTERIOR PROPOSED EXTERIOR LIGHTING WILL CREATE NO GLARE OR SPILLOVER OFF THE LIGHTING SITE BOUNDARIES. PARKING REQUIREMENTS ECDC 17.50 REQUIRED PARKING STALLS ECDC 17.100.050.M.1 11 SPACES PER 100 STUDENTS PARKING FUTURE STUDENT CAPACITY 650 STUDENTS CALCULATION PARKING QUANTITY REQUIRED 72 STALLS PROPOSED STRATEGY PROPOSED STAFF / PARENT PARKING: 119 STALLS (5 ADA) OVERFLOW PARKING: 80 SPACES TOTAL EVENT PARKING: 199 SPACES SITE DESIGN ECDC 20.11 MEET THE SITE DESIGN CRITERIA PROPOSED STRATEGY SEE LANDSCAPE DRAWING L-101 BUILDING DESIGN ECDC 20.11 MEET THE BUILDING DESIGN CRITERIA PROPOSED STRATEGY SEE ARCHITECTURAL DRAWINGS LANDSCAPING ECDC 20.13 LANDSCAPING SHALL MEET REQUIREMENTS OF ECDC 20.13.020, ECDC 20.13.025, ECDC 20.13.030 SEE LANDSCAPE DRAWING L-101 SIGNAGE ECDC 20.60 A SEPARATE SIGN PERMIT WILL BE REQUIRED PER ECDC 20.60.010 PROPOSED STRATEGY GOVERNMENTAL SIGNS ARE EXEMPT FROM THE REQUIREMENTS OF THE SIGN CHAPTER PER ECDC 20.60.095,A. DIMENSIONAL AND PLACEMENT STANDARDS WILL BE PER ECDC 20.60.025.B.•4 ENVIRONMENTALLY ECDC TITLE 23 CRITICAL AREAS ECDC 23.50.040 STANDARD WETLAND BUFFER WITH IMPLEMENTATION OF REQUIRED MEASURES TO MINIMIZE IMPACTS CATEGORY IIi - WETLAND: 60' CATEGORY IV - WETLAND: 40' IF AN APPLICANT CHOOSES NOT TO APPLY THE APPLICABLE MITIGATION MEASURES IN ECDC 23.50.040.F.2, THEN A 33% INCREASE IN THE WIDTH OF ALL BUFFERS IS REQUIRED. ECDC 23.80.02 THE FOLLOWING ARE CLASSIFIED AS GEOLOGICALLY HAZARDOUS AREAS: A. EROSION HAZARD: SLOPES GREATER THAN 15% B. LANDSLIDE HAZARD: SLOPES GREATER THAN 40% C. SEISMIC HAZARD: AREAS SUBJECT TO SEVERE RISK OF DAMAGE AS A RESULT OF EARTHQUAKE -INDUCED SHAKING; SLOPE FAILURE; SETTLEMENT, SOIL LIQUEFACTION, LATERAL :SPREADING, OR SURFACE FAULTING STEEP SLOPE SETBACK: 10' WITH GEOTECHNICAL REPORT ECDC 23.90 FISH AND WILDLIFE HABITAT CONSERVATION AREAS INCLUDE STREAMS, STATE PRIORITY HABITATS AND AREAS ASSOCIATED WITH STATE PRIORITY SPECIES, AND FEDERALLY DESIGNATED THREATENED OR ENDANGERED SPECIES, AMONG OTHERS PROPOSED STRATEGY EDMONDS SCHOOL DISTRICT HAS COMMISSIONED A CRITICAL AREAS REPORT TO ESTABLISH THE ON -SITE PRESENCE OF ANY WETLANDS OR FISH AND WILDLIFE HABITAT CONSERVATION AREAS, THE DESIGNATION AND CATEGORIZATION OF WETLANDS 1S BASED ON THE WETLAND AND STREAM DELINEATION REPORT FOR THE NEW MADRONA SCHOOL (REVISED AUGUST 4, 2013). SITE INVESTIGATION DID NOT INDICATE THE PRESENCE OF ANY OTHER FISH AND WILDLIFE HABITAT CONSERVATION AREAS. 01, .Tymm �m t CATEGOR' III WETLAND ' • WITH 60FT. STANDARD BUFFER - 15FT. CRITICAL AREA BUFFER BUILDING SETBACK µE S WETLAND BUFFER WIDTH AVERAGING WITH ENHANCEMENT IS BEING PROPOSED FOR A PORTION OF THE 60FT BUFFER AT WETLAND 'B' ALONG THE WEST EDGE, WHERE THE BUFFER EXTENDS BEYOND THE STEEP SLOPE NEAR THE BUILDING FOOTPRINT. SECTION 23:50.040.G OF THE ECDC ALLOYS A MAXIMUM 25 PERCENT REDUCTION OF THE BUFFER, THIS STRATEGY WOULD INVOLVE REDUCING THE STANDARD WETLAND BUFFER WIDTH TO NO LESS THAN 45 FEET (25 PERCENT OF THE STANDARD 60 FOOT BUFFER WIDTH) IN THE LOCATIONS CLOSEST TO THE NEW SCHOOL DESIGN, WHICH WOULD BE A REDUCTION OF 3,835 SQUARE FEET, AND EXTENDING THE WETLAND BUFFER BY`3,835 SQUARE FEET AT ITS NORTHERN BOUNDARY (SEE Al /CUP-002). GIVEN THE VARIATION IN WETLAND BUFFER CONDITION BETWEEN THE RAVINE AND PLAY FIELD AREA, THE WETLAND WOULD BENEFIT FRCM A GREATER WETLAND BUFFER WIDTH WHERE DENSE VEGETATION IS PRESENT TO THE NORTH AND WOULD NOT BE ADVERSELY AFFECTED BY A REDUCTION IN BUFFER WIDTH TO THE WEST, AT THE TOP OF THE STEEP SLOPE, AND IN THE EXISTING PLAY FIELD AREA. SECTION 23.50.40.H.3 OF THE ECDC INCLUDES A REQU'REMENT FOR THE INSTALLATION OF PERMANENT FENCING AT THE WETLAND BUFFER BOUNDARY WHEN BUFFER AVERAGING IS IMPLEMENTED AS PART OF A DEVELOPMENT PROPOSAL; AND ALSO STATES THAT THE DIRECTOR MAX WAIVE THIS REQUIREMENT (CITY, 2016). THE MAJORITY OF THE WETLAND B BUFFER BOUNDARY IS LOCATED ON DENSELY VEGETATED STEEP SLOPES; LARGELY NEGATING THE NEED FOR A FENCE. ADDITIONALLY, THE FEW AVAILABLE ACCESS POINTS TO THE WETLAND BUFFER ARE USED TO SUPPORT THE EDUCATION OPPORTUNITIES DESCRIBED IN THE WETLAND"BUFFEF. AVERAGING AND ENHANCEMENT PLAN. FOR THESE REASONS, FENCING IS NOT PART OF THE WETLAND BUFFER AVERAGING PLAN AND WE RECOMMEND THAT THIS REQUIREMENT BE WAIVED. _ 130' - 0" / 485 FT v MAX. PROPOSED HT \ (GYMNASIUM RIDGELINE) 100, - 0" / 455 FT FINISHED FLOOR NOTES. j ARCHITECTURAL FINISH FLOOR DATUM: 100'-0" 98' - 0" / 453 FT FINISHED FLOOR (GYMNASIUM) VZ I (----------- } 3 + s i f t t ! t c { t t t } t t r t i l -t i fi t } f S tf t S{ # t { { t k t t Ett i it } y ii t t 3 t t' t t S t f t 7 { + L f J r ! f k f t S t 4 S r 4 t # t t { f f 4 t= { t 3 t> t t S 4 7 t t } { i lt r t t. r i t r } £ t t t r t V F s t r t } f Y f i t } t t r 7 f: I t } f YI l Y t 1 s t 7 } } 3 i } t ,4 t } ; t l t t t s # S t i } { a S t i t t f t t t } t t 4 t i { t { } t s } f { 1 Y a r r t $ t ; { t t 4 I { 2 t t s t f t { t t t .# I i t k I r t t t t i4 t 4 # i i t a } 4 £ t t t } t P= I V _T % 1 " = 30'-0" LAND USE LEGEND PROPOSED WETLAND BUFFER AREA REDUCTION WETLAND 45FT OFFSET WETLAND AVERAGING REFERENCE STANDARD WETLAND BUFFER 15FT. CRITICAL AREA BUFFER BUILDING SETBACK PROPOSED WETLAND BUFFER PROPOSED ED 1 5RITI AL O C C AREA BUFFER BUILDING SETBACK PROPOSED ED WETLAND O BUFFER AREA INCREASE ------------- } f � 1 � f t }t } i4 it t F {; t } } ; t t a ; r 4 st # t 7 k s 4 t } ! t t t 4 t { BUILDING FOOTPRINT Y ti __________ ROOF OUTLINE EXISTING BUILDING TO BE DEMOLISHED -� EXISTING BUILDING TO REMAIN • • PROPERTY LINE — — — — — — — 25 FT SETBACK ACTUAL FINISH FLOOR ELEVATION. 455 FT ACTUAL FINISH FLOOR ELEVATION (GYMANSSUM): 453 FT AVERAGE GRADE ELEVATION: 451 FT COMMONS RIDGELINE ELEVATION: 478.58 FT GYMNASIUM RIDGELINE ELEVATION: 485 FT BLDG HEIGHT ABOVE AVERAGE GRADE: - AT COMMONS RIDGELINE 27.58 FT - AT GYMNASIUM RIDGELINE 34 FT MAX. BLDG. HEIGHT ALLOWED ABOVE AVERAGE GRADE**: 35 FT. **MAXIMUM BUILDING HEIGHT BETWEEN 25-35 FT REQUIRES A CONDITIONAL USE PERMIT LINE OF 45FT. WETLAND OFFSET (FOR MAXIMUM 75% REDUCTION) PROPOSED WETLAND BUFFER AREA REDUCTION PROPOSED 15 FT. CRITICAL AREA BUFFER BUILDING SETBACK FROM REDUCED BUFFER STANDARD 15 FT. CRITICAL AREA BUFFER BUILDING SETBACK PER ECDC 23.40.280 PROPOSED WETLAND BUFFER AVERAGING WITH ENHANCEMENT. 0 REDUCTION TO A 45FT. 75 /o BUFFER AT THIS POINT WOULD ALLOW APPROXIMATELY 1'-2' MIN FROM EXTERIOR FACE OF BUILDING TO CRITICAL AREA SETBACK " ... 454-FT.- I ------------ ---- _ t r ytir{ I { — — — — k 4.,. �r: :,...., t f I', E f ,,. ,. k i : r t r t } ..l {, f } —. ,r. ,:, t... 7 t# .. t r S f t ..r:t t ?r 3 k x.. t": .fi '.t { ...., i 3p t .. } t a .,.t } 4 t ,t : .. t s t { 3 t 4 t i s t } sY } t t t r rrr Y.., i .. .:.. r....,... 4t t I } t } t t } t I I t t t {tf E} r i tt 7 t } t t t ,t t 4) f t t J J t E \\ t:.:. . \ 4— � }r . t t{ {f #4' r4ft r i }rtt t{Ftf t}t }i-yc 4fititrif trti4 £-{t f}} / --- F -.—.--.-- — _ t S5}''rtti! ytktrf s{}att !t r ttp ---- —� .. — t t t ro L \Y 4 I t. r tYf s 7 1 t [ f i t Y 7 AVERAGE - { t t # t A t GRADE 4 1 FT. t tl j t i Y f G 5 ...< { J a } s T t t r f t I i. t fist': . t f f :.<;`f ;.t,.f �<,t:, ➢.. .:., I.. F ::=s{. I t t 4 t t r \e L f k 4 Y{ 4 r) I { } t } } 41 t I t r 4 i r. t _ y S t: f 'I. }r- r }.. _ 4 I } \ r — ti.a-1-._...... ,� _. - ---- --- -- --- - -'\-- --- -- �-- —. --- - --- -"- -- - -= - -- -= - - - --_ __ __-__= Rt y m a AVERAGE GRADE: 454 + 447 + 456 + 447 = 1 80414 = 451 FT. NORTH All oil 11 111 Rim 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE (206) 441-0478 FAX 1231 NW HOYT SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC \ 8559 REGISTERED I A ECT/ GTON EDMONDS SCHOOL DISTRICT MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 CUP 02 09/21/16 CUP 01 07/25/16 MARK DATE ISSUE DATE: ISSUE: CUP RESPONSE 02 CUP RESPONSE 01 DESCRIPTION 09 JANUARY 2017 BUILDING PERMIT P_ROJECTNO: 201591-3.00 DRAWN -BY:----- - BM/AD CHECKED B_Y DM COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" LAND USE CODE REVIEW 1 " = 100'-0" 1 " = 60'-0" 6 Rim 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC "" � REGISTERED DAVI GTON "Edmonds W SCHOOL DISTRICT Each student learning, everyday! MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 ZONE KEYPLAN MARK DATE ISSUE DATE: ISSUE: DESCRIPTION 09 JANUARY 2017 A 11111100Ttyi—XITAM PRO JC T-NO - ------------------------------------------------------ 2015913.00 DRAWWBY- ------------------------------------------------------------- AD/BM- CHECKED BY: DM — - ------------------------------------------------------------------- — ----- COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" BUILDING AREA AND FRONTAGE INCREASE PLANS 03.24-02 Fire I. Existing school to remain in use during construction 2. Wetland protection buffers to east and west 3. Steep slope setbacks to east and west Mahlum stated that they are still investigating both 1-story and 2-story options, and two potential areas on the site - on the "upper plateau' to the SE and the"lower plateau' to the SW of the site Taros - 2014 bond funds were directed for Madrona K8 replacement. Current Schedule reflects the following: I. Replacement school is planned to open for the Fall 2018 school year 2. Team is targeting an early site permit submittal in November 2016 3. Team is targeting the permit submittal for the balance of the project in January 2017, with early site mobilization in spring 2017_ The building will be sprinklered. Fire lane is 20' wide unless the building is over the height threshold- KZ to confirm height limit with a 20' fire lane width_ KZ to confirm if the height exceeds limit what the fire lane width is and if there is a setback between the fire lane and the building required. Locating the fire lane directly adjacent to the building is not desired_ Preferred location is out of the "fall zone" of the building, or a I distance away_ The I distance is not a requirement though and KZ indicated he would work with the team to find the best location. Alternate paving materials (other than asphalt or concrete), such as geoblock or other porous pavements, would be acceptable for the fire lane with coordination with the fire marshal_ The existing fire hydrants are adequate for construction. The final fire 160324 (Coe Pre-App Meeting Mtnp.doex property lines k Based on the zone, the building height would be restricted to 25', but with a CUP, the building permit may be permitted to a maximum of 35'. Height is measured from the average level of the undisturbed soil (pre - development). IT No portables are currently proposed; however, the site plan will Include locations for future (potent al) portables. For any potential portables, only a building permit Is required (CUP not needed). For any potential portables, the fire alarm would need to be extended for use. Sprinklers may be required for portables depending on the total square footage of portables. I City to provide clarification for the criteria associated with the "special event" parking as defined in ECDC 17,100 050.M. 1, "Pr9mary schools shall designate non -dedicated parking areas on -site to accommodate "spedal event' parking on -site." Post -Meeting Note received via emad from Michael Clugstan D3.282016), The requirement could be met in a number of ways: KZ 1) The stalls in excess of the minimum 2) Using the bus access as overflow 3) Adding some spaces in the lawn areas around the defined parking lots 4) Describing how'special'parking is handled at other schools In the and, we will need to make the case to the Hearing Examiner that come 'special event' parking has been provided. i. Government signage is exempt from standard signage requirements, refer to ECDC 20.60.025.6A for applicable standards j. A separate sign permit is required for signage construction. After land use permit approvals. Will need to meet setbacks for signage k. MC stated that he will help the design team anticipate what hearing Page 2 of 160324 (Coe Pre-App Meeting MIES).dow 1. t cy t0! Y !t CU'_i. ?✓IL IA,i IiCRd SF. Pehie-3in 3£tU3 ,px'I IRW N..Y[St3'CL -.., pOflfthR6 UR h7..0_ IN {VN'➢n`!fl-CCi 3A Increasing poor area. j. Hauling route to be discussed later, no hauling fees k. JZ confirmed that any easements are to be coordinated by the owner, as well as the deed process for road area. JZ recommended starting process ESD as soon as possible to avoid complications 03.24-08 Trash Enclosure a, The existing Madrona K-8 uses a 30 yard roll -off container for waste, an 8 yard front -load container for recycling, and a smaller 1-2 yard container for compostabies. b_ The large waste container has its service on -call. SF estimates the ME container is picked up once a month. 4re<ervee vm emon) c, The recycling and compost containers are serviced weekly. d. A smaller waste container could be used with more frequent service e, Currently, 3 different trucks service the containers, f. The existing service yard has adequate space with a platform that allows custodial members to more easily dispose of items in the large waste container. g, Screening of the containers / service yard will be required h. Avoid service yard designs that require backing out of or down drive aisles. 03.24-09 Follow -Up Questions / Comments a. KJ confirmed that hard copies are required for submittal reviews. s. OSPI Process/Coord;dEtion'. 1. As part of the OSPI funding process (D7 form), the district is required to submit letters from the City of Edmonds noting that, "The building plans, specifications and calculations submitted for the project have been initially reviewed for code Page 4 of 7 160324 (Coe Pre App Meeting Mins).docx Page 6 of 7 Yi C:OL 1A RI;, 11.01, 1 1111ITLE P✓G 11Y704 i HI✓ HEIVT EuM ri! PORTLANO OR EY.EU r MAHLU'S Ccu 1'1 COLUMBIA-FLOGft 4, 5£LiTLtur.YaY? , .1? NGYT tNi, qiCQrfLAND, UN Uzi ,n MAP9L6M-Y(}(y( 1 COLUMBIA I FLOOR 4 BATTLE WA 98104 '06) 441-4151 OFFICE '06) 441-0478 FAX 231 NW HOYT I SUITE 102 03) 224-4032 OFFICE 03) 224-0918 FAX HLUM ARCHITECTS INC P 1J Edmonds SCHOOL DISTRICT Each student (earning, every day! MARK DATE ISSUE DATE: ISSUE: DESCRIPTION 09 JANUARY 2017 BUILDING PERMIT PRO ECT NO' 2015913 00 DRAWN B`h BM/AD CHECKED BY: DM IXERVEIG IT MAHLURNEcFEUTS INC 2011 0SInWAL SHEET SIZE 3PN2" A PRE -APPLICATION MEETING MINUTES IALSO I n 14 lei 1. A M MEETING MINUTES PROJECT: Madrona School Replacement Edmonds School District DATE: 21 December 2016 SUBJECT. Preliminary Building Code Review PROJECT NO; 2015913.00 FILE NAME: 161202 Madrona (Mtg Mins_Prelim Code Reeraw).docz MEETING DATE: 02 December 2016 TIME: 100pri00pm LOCATION: City of Edmonds:: 1215th Ave ATTACHMENTS: I01-Life Safety Plan Sheets A-01-AO5 (Allowable area plans and calculations and firewall study) The following represents the architect s understanding of discussions held and dx,exims reached in the meeFnq. Apwma ,in amendments to these minutes should spur the author within five (a) days of the minutes date in order to amend as appropriate ITEM DISCUSSION ACTION BY Attendees: Leif Bjorback (LET City of Edmonds (CoE) Doug Beck (DE), Beck R Associates, PLLC Taine Wilton (TW), Edmonds School District (ESD) Andy Drissell (AG, Mahlum Architects Brandon Moggio (BM), Mahlum Architects Cowie Rosen ICE), Mahlum Architects 12-02-o1 Building Separation a. Building Separation Strategy: 1. AD walked the group through the latest Building Separation diagram (Sheets A-01/A-02), noting that Building A 12 Story, Type VB) and Building B N Story, Type VB) are separated by a 2-hr fire wall_ b. Frontage/Allowable Area: (r` i AD shared the frontage and allowable area calculations for each of the buildings (Sheets ATUEA-02), noting that all perimeter dimensions were assigned a letter for clarity in the formulas. c. Fire Wall 1. AD noted that the team has revised the fire wall detail and removed the plywood strap per LB/DB's previous comments sent on 10/11/2016, 2. BM noted that the team is currently designing an assembly of two separate fire -rated walls, separated by a seismic joint (required per Mahlum structural). COE (LINDB) 3. BM inquired if the 2-hour rating for the assembly could be interpreted as two separate 1-hour walls instead of having two separate 2-hour walls as per NFPA 221. SEE ATTACHED SHEET A-05 dated 12/21/16 illustrating IBC and NFPA requirements. 4. AD shared a diagram of how the fire wall carries through the soffit, separating Building A and 8 at the commons entrance / library / covered overhang. He noted that the covered overhang element that also joined in this area was of non-combustible construction and associated with Building A. (See sheet A-03/A-04). 5. AD also noted that the team was referencing 706.5.2 to determine the extents of 1-hour fire resistance rated construction that would extend beyond the fire wall: "not less than I -hour fire -resistance -rated 1, construction for a distance not less than the depth of the projecting " elements on both sides of the fire wait 12.02-02 Egress a. Mechanical Level 1. AD noted that based on LB/DB's previous comments sent on 10/11/2016, the team is counting the mechanical level as a second floor and not a mezzanine or equipment platform and are providing 2 exits. 2. BM inquired what occupancy the mechanical level could be counted as, and LSI noted that it would be S-Occupancy if mixed occupancies were considered. BM noted that the design team will continue to provide 2 exits regardless. b. Area of Safe Dispersal 1. AD shared a [diagram] showing the use of the fields for the areas of safe dispersal, and inquired if lighting or signage was needed to be provided for these gathering areas. DB/LB replied that there is no language in the code requiring lighting or signage at these areas. c. Egress Courts 1. DB/L8 noted that the design team should look to see if the courtyard spaces would be classified as "Egress Courts", and if so, what impacts this may have. Page 2 of 11 t U_UN{siA, iLOufi rt 1CAi1'L1, Oil 9.7, 164 , 1. iE rE, HOYr, SU FE 102, PORTI-,arf Ti ATOT IMANWRA_CON, fr 2. AD clarified that the standard courtyard width is approximately 40'-0", and DB noted that since all of the courts are greater than 10W" in width, there shouldn't be any difficulties in the code requirements for egress courts. d: Courtyard Egress 1. AD noted that all doors/gates from the courtyards would be equipped with panic hardware for egress, and that all egress routes through the courtyards would have agnage/lighting per code. 2. DS inquired if the team should be considering the 250' exit access MAHLUM travel distance (per Table 1017.2) from any point in the buildings and courtyards to an exit. Mahlum to look into code and provide interpretation/response to COE, e. Area of Assisted Rescue L AD noted that egress from the courtyards to the west require staircases in 3 locations. A landing has been provided for not the Intended use of MAHLUM an area of assisted rescue. 2. LB stated that due to the proximity to the buildings to the intended area of assisted rescue, a 1-hour fire resistance rating would be required. AD noted that this strategy did not seem viable given the perimeter fence material and design. 3- AD noted that each of the courtyards with the staircase landing exits has access to multiple other courtyards with accessible exits. Four of the seven gates shall be ADA accessible. f. Platform 1. DS stated that Mahlum should verify that the space labeled "Platform" MAHLUM fit the definition of platform and not stage. Mahlum to verify. g: Community Event 1. AD shared that the owner/ESD would prefer to lock the courtyards down during community events, and Mahlum has planned the building egress accordingly. 2. AD shared that this would entail locking the vestibule door between the commons (cafeteria) and the courtyard during community events, and that this door is not required for egress and would not be provided with exit signage or panic hardware. CR inquired if this would be A acceptable to the COE, and LB stated that it would be acceptable provided that the other egress paths and exits from the commons were clearly signed and located. 12.02-03 Inclusive Toilet Facilities a. Occupancy and Quantity: L AD noted that the design team has ensured that there is sufficient egress width, exit quantity, and exit width for a full occupancy of the gym/commons space including circulation spaces, but has assumed Page 3 of 11 11 10.,,Q111114 0/ll`$, hlATr,I .V Al, ,TI YxI NW HD11 1IR 1E"IITT IGRI_1➢51,—'rk`V111IR NV AAHO V1, I.' occupied zones that exclude circulation areas to provide a reasonable required fixture count. b. Inclusive Toilet Facilities: 1. AD shared the intent for the toilet facilities within the Madrona School to be gender inclusive (Le. consisting of individual water closets with full height walls and sinks inside or outside the room). While meeting the required toilet counts for each gender, the design team would propose that the rooms be signed generically as WC or Toilet rather than by gender. 2. AD shared the working plan for the cluster of water closets outside of the gym and commons, noting that the design team has interpreted the requirement by section 2902.2 for"separate facilities" to be satisfied by the separate water threats with full height walls. 3. AD inquired that if the CoE interpreted the cluster of water closets to be a cluster of individual toilet rooms, if the city would require 50% ADA Compliance per section 1109.2 Exception 3. TW noted that if required, the accessibility requirement does not specify "wheelchair accessible" and could potentially be met with ambulatory and assisted use rooms. 4. LB noted that there has been A lot of discussion about this issue on the state level, and that the CoE is interested in engaging their own accessibility consultant for an opinion. Mahlum to provide documentation (drawings and a narrative) for consideration. (Sent 7 December 2016, re: Inclusive Toilet Facilities) 5. LB noted that Mahlum could look into an alternate means and methods proposal for the city's consideration if the IBC did not allow the team's proposal outright. Attendees: Leif Bjorback (LET City of Edmonds (CoE) Taine Wilton (TW), Edmonds School District Joss Gramstad CC), KPFF Engineers Andy Drissell (AD), Mahlum Architects Corrie Rosen (CRT, Mahlum Architects Tanner Kirchoff (TU, Mahlum Architects 07AIi-01 Project Update& Overview c. AD shared general project updates since the Pre -Application meeting on 03/24/16, noting the courtyards between each classroom building and the MAHLUM/ COE (LIVER) Page 4 of 11 1110113 I11A 1fH11N 11 11YMiT..11 Y8111 1 +23'I Nry HFtT TCT6112 i'CRIIAlNA, OR Y+aOR t MAftiV"OXONA roof overhangs which connect the buildings and cover the exterior circulation (See Attachment Sheet AT I J d. LB confirmed that the CoE adopted the 2015 IBC. uzOB-az Allowable Area Calculations a. AD shared that the design team is assuming Group E classification and Type V-B construction N story, 9,500 Of per floor), fully sprinklered. 1. To attain allowable area targets, the design team initially suggested dividing the school into 4 separate buildings using fire separation distances and fire rated assemblies at fire walls. d. LB noted that he had reviewed our preliminary questions with his code consultant, Doug Beck, and noted that the building appears to be a single story and would be limited to 2 stories. (See attached email dated 07/08/16) 1. ACTION: AD to update allowable building calculations, citing all AD (Mahlum) relevant code sections, detailing fire separation and area calculations. (See Attachment Sheets A-02, A-03) c:. AD noted that the design team is currently holding a 3000 SF mechanical level (l02) adjacent to the gymnasium, and were counting this as a second level for our allowable building area calculations. AD inquired under what circumstances could this mechanical space be treated and counted as a mezzanine in the allowable area calculations. 1. ACTION: L8 noted that, in order to justify 2nd level as a mezzanine, the design team should assemble a proposal, citing all relevant code AD (Mahlum) sections, detailing how the space complies as a mezzanine per IBC 2015 (See Attachment Sheet A-05) d. AD noted that many portions of the school have up to an 8'-0" roof overhang (sprinklered) that serves as a covered walkway, and inquired whether this should be counted towards allowable area or counted as a building projection. 1. Le stated that the covered walkways should be considered projections AD (Mahlum) and would need to meet the requirements for projections. 2. ACTION: Mahlum to assemble courtyard section which shows roof overhang conformance with requirements for projections. (See Attachment Sheet A-04) 07AS-03 Frontage Calculations a. AD inquired as to whether the design team should be calculating building frontage from the perimeter of the entire school (composed of all separate buildings separated by FSD Line) to the surrounding lot line, or calculating each building separately and subtracting the shared perimeters from each frontage calculation. i. L8 noted that if the design team were to assume two separate buildings for fire separation, that frontage calculations should be calculated for each separately. 2. Le also suggested that the design team investigate how the building perimeter could be counted across the building courtyards. Page 5 of 11 i T:0 m) r nn_ m IRA 11 r,. rcb' i n . O � r ' • 1 .A _ .;,, ,. , kU 11R, .41. a _z, arf 1 1 3 N N..}r, rcUltt 0„ rft I. NL. Vx{ <41 3. ACTION: Mahlum tov date allowable area calculations with separate p p frontage calculations for each proposed building. (See Attachment AD (Mahlum) Sheets A-02, A-03) 07.08-04 Fire Separation Distance a. AD stated that the proposed building separations are greater than 10'-0" from a shared Fire Separation Line in conformance with Table 602 for Type VT, Occupancy Group E and Le noted this was acceptable. b. LB noted that the 2015 IBC calculation for roof projections has been updated and that the design team should update their calculations for roof projection citing Section 705.2, ACTION: Mahlum to update allowable roof projection calculations. (See Attachment Sheet A-04) AD (Mahlum) c. AD shared the possible scenario when a fire wall intersects with an exterior wall with a connected 8'-0" roof overhang. 1. LS noted that the group should observe Exception 3 of Section 706.5.2 which states that the fire rated construction should extend to outer edges of the projecting elements and 1-hour fire -resistance rated construction for a distance not less than the depth of the projecting elements on both sides of the fire wall in these situations. d. AD noted that the design team is currently studying a stand-alone roof overhang element that bridges between separated buildings (and across the FSD Line), and are planning on non-combustible construction to prevent the spread of fire between buildings in this location, (See Attachment Sheet A- 01). i. LS stated that the design team could apply for Alternate Methods and Materials via letter for the approval of this construction. 07:09_05 Egress 7 Fire Life Safety a. AD shared that the building scheme has a series of connected exterior courtyards that are enclosed by a perimeter fence between buildings, and egress calculations would be made for all occupancies exiting into these spaces in addition to the occupancies of the courtyards themselves. i. AD stated that Mahlum is not counting occupancy for landscaped areas in the courtyards, and will be not counting occupancy for exterior spaces that are only intended for circulation. 2. ACTION: Mahlum to complete preliminary Fire and Life Safety diagram for courtyard occupancy and egress. (See Attachment Sheet A-06) AD (Mahlum) b. ADTFK inquired about the travel distance calculations in regards to the secure perimeter walls around the courtyards, and LB asked that the design team present the relevant code sections in question. ACTION: Mahlum to assemble relevant code sections for review concerning exit distance from courtyards. (See Attachment Sheet A-06). AD (Mahlum) 07-08-06 Plumbing Fixture Counts a. AD shared that the design team is currently calculating the required plumbing fixture counts for the school per the WAG 51-50-2900 Emergency Page of 11 111'31utIIA, Win. 1, SIRTT,1,.1,IrI I c, SO3{OY144e Tf, 111 r, CIIASI1, O"I )r54 �iTITVCUVLC9N( L Role that amends the WSR 13 04-u67 (effective 07/01/2013) and have determined drinking fountain counts from Section 2902.5.1, i. LB noted that these were the appropriate sections, and that they have been retained in the amendments for 201 S. if. AD shared that the increased gym and commons occupancy per 1004.2 is an infrequent use and not simultaneous with regular E occupancy of remainder of building 1. AD also noted that plumbing fixture counts were determined for these assembly spaces through totaling occupancy for each and determining fixtures required for the combined spaces. c: TW noted that the Edmonds School District is interested in establishing gender inclusive restroome in accordance with the Washington Law Against Discrimination (WAD) 1. L8 noted that the City is bound to enforce the provisions of the IBC, which requires separate male and female facilities per section 2902.2, and that the 2 state laws may be in direct conflict with each other TW (ESD) 2. LS requested that TW provide specific citations for the COE to consider and that he would consult the city's attorney to continue the conversation. ACTION: TW to provide relevant OSPI / state law citations for city's consideration. d. CR inquired about the division between classifying a space as a toilet stall vs, toilet room, and asked what mechanical and plumbing considerations would need to be made in both cases? i. LS pointed out that individual water closet compartments would need to conform to section 1109,2,2 for accessibility. 07.08-07 Building Adjacency to Existing Gym e. AD shared that the design team is currently studying the space required between the existing gym and the new gym construction, and as both structures will never be occupied at the same time, were currently holding X-O" for egress (covered) from the gym HE 8'-d' clearance for construction vehicles for 12'-0" distance total. The current design present has a 16'-0" clearance_ (See Attachment Sheet A-07). i. LB noted that ultimately the Fire Marshall will be the one weighing in on this issue, but that the design team should prepare to explain the conditions of the existing gym wall (openings, size, fire risk), the distance between the buildings, and any egress routes that will need to be maintained for approval. 2. ACTION: Mahlum to update fire separation diagram for new construction / existing gym. (See Attachment Sheet A-07). AD (Mahlum) oT-oe=OR Phased Occupancy a. TW inquired about the possibility for a phased occupancy, where the staff would be moving furniture/supplies from the existing school to the new school prior to demolition. 1. L8 stated that the city would weigh in on this. Page 7of 11 Jt r9f_UR CIA TQIR 1, 51AT111 hk sbP06 1 1, r' NrV HOYT SCiTF 1 )2, rORIiArc, yff (VZ2ne, NA H C"t [,GM 07,08-9 Permitting Schedule and Review Times a. CR inquired about the time required to review, noting that the time frame that had been provided previously was approximately 6 months. i. LB noted that current) the COE is bus and although the are Y Y. 9 Y outsourcing the reviews, the process could take 6-8 months. E. CR noted that the Early Site Package (Gull) is currently set to be submitted Nov. 16 ahead of the remainder of the scope, which is set to be submitted in early January 2017. 1. L8 stated that per the City of Edmonds Development Code, Phased Permits are allowed (ref. section 19.00.025.K), and that the design team should check to see if their early permit could fall under this category. 2. ACTION: Mahlum to follow up with COE in regards to potential for phased permitting. Mahlum Attendees: Kevin Zweber, City of Edmonds (CoE) Taine Wilton (TW), Edmonds School District Brady Bell (BB). Matrix Engineers Chris Borzio ICE, KPFF Engineers loss Gramstad CGI KPFF Engineers Andy Driscoll (AD), Mahlum Architects Cowie Rosen ECK), Mahlum Architects Tanner Kirchoff (TK), Mahlum Architects 07.12-01 Project Update IS Overview a. AD shared that the general project updates since the last communication, noting that the fire lanes and turnarounds have remained in the same location as the last email correspondence (see attached, dated 04/20/16). i. KZ had no general exceptions to the general layout and extents. (For layout, See Attachment Sheet ATS). 07:12-02 Proposed Fire Separation a. AD shared that the building is currently type V8 construction with sprinklered overhangs. b. Per the 07/08/16 meeting with Leif Bjorback, AD shared that the design team will be dividing the school into 2 separate buildings for fire separation / allowable area. L AD noted that that are connected by a separate roof canopy structure (See Attachment Sheet A-01) and that this overhang structure will be non-combustible and detailed to prevent spreading fire from one roof to the next. Page 8 of 11 "i of HAMA II00H o- 5 aY Li, a n „R1i}y I 7, iI W1 11111 aUiFi t )2, IO'RfLAND 11R 11,'09 MGRLULI_CYtM 2, AD shared that Leif Bjorback stated that the design team could pursue approval through Alternate Methods and Materials for this construction via letter, and KZ noted this would be acceptable. C AD shared that the design team is currently studying the space required between the existing gym and the new gym construction, and as both structures will never be occupied at the same time, were currently holding 4'-0" for egress (covered) from the gym +8'-0" clearance for construction vehicles for 12'-0" distance total. The current design present has a 16'-O" clearance. (See Attachment Sheet A-07L 1. KZ noted that the fire department would not be looking to use this space for firetruck access while the existing gym is in place, and that the 13'-6" vertical clearance would not be required here. 2- KZ noted that he would be willing to accept the 12'-0" distance between the existing gym and the new gym during construction providing clear paths of egress are maintained. cl. KZ noted that the fire department does not enter a building under construction in the event of a fire. 07.12-03 Firetruck Access a. KZ confirmed that 13'-6" vertical clearance is required over fire lane (typical). b. KZ noted that he has had some concerns about the 2:1 slope (roughly 10'- 0" height variation) along the west side of the proposed school, and that access will need to be required from the fire lane into the courtyard spaces. 1. TK confirmed that a staircase and door (with panic hardware) is provided for each courtyard space, each sized for the required egress loads. 2. TK also confirmed that mom boxes would be located to allow Fire Department access into each courtyard. z. AD inquired if geoblock would be acceptable for a portion of the firelane to dissuade other vehicles from driving onto it. i. KZ noted that geoblock would be acceptable as long as it can carry the required load (75,0001bs). 2. KZ also suggested that a gate may be required to further dissuade access. 07.12-04 Firetruck Turnaround 7 Hammerhead a. KZ noted that the proposed grading at the southern fire access lane KZ (CoE) turnaround (See Attachment Sheet A-08) seemed adequate. ACTION: KZ will study it further and get back to the design team. E, KZ noted that 60"0" is required from the center of the hammerhead to KZ (COE) each end. ACTION: KZ will provide the team a turning radius diagram for the team's use. 07.12.05 Fire Risers a. BB noted there are two fire riser rooms for the school based on initial interpretation of NFPA-13. Page of it 11 .}zt 1.31 iL1A 1 1..H 0 11 .1 JRYn1 1 113110V H.1'1, IHITI 111, Y.1111 ANC' 4P 172119 VRNr v L11. r.111 q 4 I. KZ noted It is preferable to haven single riser room and FDC connection for the school. The concern is that fire fighters won't know which FDC to connect to if they are located in different areas on -site. 2. ACTION: 86 to send NFPA code summary regarding riser room / roof structure as well as proposed riser location/quantity for review. (See Attachment Sheets M-O7, M-02). b. KZ stated that the fire alarm panel must be placed in the riser room, and that adequate wall space should be provided for it. C. KZ stated that access to the risers be provided from the exterior (and not from inside another room), but that it could share space with a boiler room as long as adequate clearance/will space was provided. 07.12-(36 Phasing a. KZ noted that TCO's are not typical, and that are provided only upon request. KZ also stated that all fire prevention measures must be in place before TOO. 07.12-07 FDC Location/Hydrants a. JG presented Fire Hydrant Exhibit, attached, for discussion/comments. ACTION: KPFF to update fire hydrant exhibit based on comments below and send to KZ for review. (See Attachment Sheet C-01) 1. KZ requested FDC be moved to a location that is easier to see/access: An FDC adjacent to the front entry plaza/fire lane is preferred. 2. KZ stated that a hydrant should be located within SO'-O" of the FDC, and not between the FDC and the building. 3. KZ noted two FDC locations is not acceptable, if two riser roomsTDCs are required, the FDCs should be grouped together on -site. 4. KZ stated that building mounted FDCs are not acceptable. 5. KZ noted the fire hydrant shown at the end of the east/west fire lane north of the proposed building doesn't appear to be necessary. Suggest moving that fire hydrant adjacent to the new FDC location. KZ confirmed a fire hydrant needs to be located at an accessible point next to the FDC. The fire hydrant cannot be located between the FDC and the building. 6, KZ noted hydrant coverage around the building appeared to be acceptable. IC KZ noted fire hydrants are not required in the parking lot or adjacent to the fire lane. c. JG noted a hydrant flow test was just performed by Olympic View Water and Sewer District, ACTION: JG to distribute hydrant flow date to design team (See Attachment "Madrona School Flow Test Report- 07-07-16" )_ & KZ noted FDCs need to be able to drain. Typical drain mechanism includes a ball drip valve and gravel trench at low point (below FDC. e. BB confirmed that the DDCV location will be inside building as directed by water utility. 07.12-08 Sprinklers a. BB shared that the sprinkler lines are currently located in shallow utility trenches that connect across the courtyards. KZ stated that he is OR with this as long as pipes are kept at 40 degrees, noting that he's seen situations where this is done with other heated pipes. BR (Metrix) 7G (KPFF) 1G (KPFF) Page 10 of 11 71 CCU.MI.IA. r,00ii 4, YFSTTLE, WA quiUk I Ydii SO, H9YT, i.URE 9 -2, PORTL4N6, UP r'r'e9 f Z1t f HY COTH b: KZ clarified that the team should be observing the 2013 NFPA 13 standard which is referenced in the 2015 IFC (adopted by COE 07/01116). c. KZ stated that the COE does not observe additional safety factors over NFPA 13 for fire sprinkler design. BR (Matrix) d. ACTION: BB to provide proposal for hazard groups with appropriate references to NFPA 13. (See Attachment Sheets M-03, M-04) I KZ noted that the City of Edmonds outsources their sprinkler review. 07,12-09 Building Height a. AD shared that the current building height is limited to 30'-0' from finished grade for current firetruck access setback and size, but that the design team wanted to inquire about higher for increasing the area of a clerestory window above the gym. b. ACTION: KZ stated that the design team should diagram this proposal for AD (Mahlum) his further review. (See Attachment Sheet A-09), Page 11 of 11 11 t'O,UMAIA, T10014 TTAIrLz, Ntkr 9SIC11 I YC$i %IEN HCYL YU);L 102, PC i1LAND, US 9.10R j MATIYUNI COM van—fleadeeG;1221 28 ovens a SHwol-SHEET A-05 0Y eww Ale, aw ,HE. moe M"1-r,xi, se, ARHFLCIis Eal nw .enma.: van 551 Cable HO fre al MI -siNM1w pmale wa& ' H,""11 111, 55t EewaH liben e,one,bNHCiee,aHwhal nbe eueP lewails. 550 Esis wnl@ul ous red duty Mm I fthr Eeer lar rir Jinn 01161nq wervmrc cuw.m m«mun.. rremean 6resPar'bvestleeM Snanoe a6egeMentMmaairk, weA.andiram nq on of apgosne ......... _. --------- I:.. _ ....._. ...... R_12! JYEU CZC'ARATING TYPE 58COOShaG1oR 5 kL C B II�I�mll 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAl OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC i k vI Edmonds SCHOOL DISTRICT Each student learning, every day!. EDMONDS SCHOOL DISTRICT MADRONASCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 MARK DATE DESCRIPTION ISSUE DATE: 09 JANUARY 2017 ISSUE: BUILDING PERMIT PROJECT Na 2015913.00 DRAWN -BY, ... ..... BM/AD/EM CHECKED BY: DM COPYronnaLLY ARCHITECTS INC. ton CRIeINPLSHEET SIZE SYRT A PRELIMINARY CODE REVIEW MINUTES 11: Rim 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC "" � REGISTERED DAVI GTON "Edmonds W SCHOOL DISTRICT Each student learning, everyday! MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 ZONE KEYPLAN MARK DATE DESCRIPTION ISSUE DATE: 09 JANUARY 2017 ISSUE: BUILDIV6�i1drr PRO JC T-NO - ------------------------------------------------------ 2015913.00 DRAWWBY- ------------------------------------------------------------- AD/BM- CHECKED BY: DM — - ------------------------------------------------------------------- — ----- COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ENERGY CODE BUILDING ENVELOPE SCHEDULE Elm 1 6 PHASING NOTES 11, = 160'-0" 13_. •_.•' •3� :.•• •N 1° 59'5�� • ___ C • P .G • ,_�..._ __�..._. • •�• .• 2 92ND AVE. W� PRIMARY SITE ACCESS �1 o O 93RD AVE. W m mr 94TH AVE. W -. A O� • 1 � �rvirvr�rlr� r FENCED PLAY AREA PHASE 2 (MARCH 2O18 - 24 DUNE 2018 ' ` •to] o I W, kol I V V J 1 " = 160'-0" w 1 �•9•131.39e.' 105'53' E3• • owns_ • • _._ • ..__.. _.. • • --i 92ND AVE. W ;� w w k r.* w, k a .ayw y�c w„'w� � a,,. wa a •,w � ryw^w� ,,�•,�"`a,�, `"^ www,�„,�:. w,,a ,.„,�,.` � ,,,, �a" „„4 � ,„,� �" "w,�"'� , 66 a a' b w'w• CONSTRUCTION, °•w w. N DEMOLITIONaOF EXISTING ° „ „ \SITE FOR NEW a' 'w wA\MADRONA SCHOOL w'a , ADRONA 93RD AVE W SCHOOL *' W *, 'a"w�%''a qa`, �'•w „"" °a � a,, .. w „" lt' �:�„`„„„w C31 ''. a a,,4ww \��..0 „*, w* ``.,_ ''„ �ww„� � _ �a�4.„„„„ '�„ R ,w °"wy,„ �y........ '`,�� • tV rn w'a" \ __._. 4 w `w ° �,ry"" a,.�„„„, o e �µ w EMO I ON OF EXISTING \ '^s `w, w" '"" " CO w w w w *, PARKING AND CONSTRUCTION, ° w ffir, ._ o �� w•�.•� `'� �OF NEW PARKING /DROP-OFF `�,'�w�� •w , °• \„ , o y� ",,,,, "w '"w, ",. ;�"w °STAGING AREA,' �waaa w 'w w COVE a�F ...'..CONSTRUCTION 0 \P \ '.TRAILERS W/TEMP � w, RED„ w LAY "wa F a 4w • w 0, P OWER AND DATA', rn H AVE. W • 0j • 1 PHASE 3A (25 JUNE 2018 -AUGUST 2018 GENERAL CONTRACTOR TO MAINTAIN EMERGENCY EGRESS FROM EXISTING BUILDINGS. PHASE 1A 1 MAY 2017 - 25 JUNE 2017 -GRAVEL ACCESS ROAD ALONG EAST - PRELIMINARY EARTHWORK AND GRADING PHASE 1B 25 JUNE 2017 - 27 AUGUST 2017 -PARTIAL DEMOLITION OF TECH ROOM -UTILITY WORK AND CONSTRUCTION OF ATB DRIVE AT EAST ACCESS ROAD -TEMPORARY SITE ACCESS THROUGH EXISTING PARKING LOT -BUILD NEW MADRONA SCHOOL PHASE 1C 28 AUGUST 2017 - MARCH 2018 -PRIMARY SITE ACCESS AT EAST ACCESS ROAD -BUILD NEW MADRONA SCHOOL PHASE 2 MARCH 2018 - 24 JUNE 2018 -BUILD NEW MADRONA SCHOOL -CONSTRUCTION SITE EXTENDS ACROSS ENTIRE TRACK/FIELD -FENCE TEMPORARY PLAY AREA TO NORTH OF SCHOOL PHASE 3A 25 JUNE 2018 - AUGUST 2018 -COMPLETE NEW MADRONA SCHOOL -DEMO EXISTING MADRONA BUIDDINGS -PAVE STUDENT DROPOFF/PARENT PARKING -PAVE BUS LOOP PHASE 3B JUNE 2018-OCTOBER 2018 -COMPLETE FIELDS REGRADING PHASING LEGEND EXISTING BUILDING TO REMAIN DURING PHASE EXISTING BUILDING DEMOLISHED DURING PHASE `61*61PIkel ImliM FA10' i -,� _ • N Jo 59' 53" E 13:1..9 • 1 �• • _._.... wow .rL 92ND AVE. ' • in PRIMARY SITE ACCESS 93RD AVE. W 00 w w► 02 mr 94TH AVE. Vy 0? j 1 �(o II�I�mll� 71 COLUMBIA FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC 8559 � REGISTERED GTON ZONE KEYPLAN MARK DATE DESCRIPTION ISSUE DATE: 09 JANUARY 2017 ISSUE: BUILDING PERMIT PR"T NO: -------------—2015913.00_ DRAWN BY:_BM/AD CHECKED _ _________ ________ _________ _________ _____DM COPYRIGHT MAHLUM ARCHITECTS INC. 2011 ORIGINAL SHEET SIZE: 30 x42" PHASING PLAN DIAGRAMS ill = 160'-0" v % ill = 160'-0" 2 3 1 " = 160'-0" 6 2 3 4 5 6 LIFE SAFETY PLAN LEGEND TEXT-.� FUNCTION OF SPACE ROOM OCCUPANT LOAD OCCUPANTS mdhlum OCCUPANCY TOTAL OCCUPANTS EGRESS DISTRIBUTION 450 LOAD TAG FLOOR AREA PER OCCUPANT SOLID FILL INDICATES 1000 SF FLOOR AREA ILLUMINATED DIRECTIONAL ARROW NET & GROSS EXIT SIGN 71 COLUMBIA I FLOOR 4 PROVIDED WHERE SEATTLE WA 98104 PERMITTED WALL RATINGS .......................................................................... NON RATED WALL (206) 441-4151 OFFICE E REQUIRED CAPACITY WIDTH E (206) 441-0478 FAX REQUIRED 0.2" X OCCUPANT (SEE NOTE 1 BELOW) =Mi:z= 30-MIN RATED WALL 1231 NW HOYT I SUITE 102 #OF OCCUPANTS 1 -HOUR RATED WALL CAPACITY WIDTH 34"<:��] 100 USING EXIT / PATH PORTLAND OR 97209 AT STAIRS PROVIDED CLEAR WIDTH 3KX=3ffA7=XW 2-HOUR RATED WALL (5 03) 224-403 2 OFFICE (5 03) 2 24-0918 FAX 30-MIN SMOKE BARRIER REQUIRED CAPACITY WIDTH MAHLUM ARCHITECTS INC REQUIRED 0.15" X OCCUPANT (SEE NOTE 1 BELOW) 1 -HOUR SMOKE BARRIER ,,*-- #OF OCCUPANTS CAPACITY WIDTH AT 34"41( E15] 100 USING EXIT / PATH NON -STAIR LOCATIONS PROVIDED CLEAR WIDTH PATH OF XX'TRAVEL DISTANCE I (REFER TO DOOR SCHEDULE EGRESS FOR PANEL SIZE) -001- 1. BASED ON EGRESS CAPACITY FACTOR EXCEPTION IBC 1005.3.1 WITH AUTOMATIC SPRINKLER SYSTEM FE FIRE EXTINGUISHER CABINET (IBC 903.3.1.1 OR 903.3.1.2) AND AN EMERGENCY (SEE A-251, INTERIOR ELEVATIONS) VOICEALARM COMMUNICATION SYSTEM (IBC 907.5.2.2) AED AUTOMATED EXTERNAL DEFIBRILLATOR (SEE A-251, INTERIOR ELEVATIONS) ACC. - ------- CLASSROOM CID ;0 -------- -- ......... . . . . . ............. - ----- ---- CD C.0 Cl) w w EXIT DISCHARGE ROUTE TO SAFE DISPERSAL ZONE t EXIT DISCHARGE ROUTE TO SAFE DISPERSAL ZONE 95 SF - - - - - - - - - - - - - - - ---- - - - - - - — - - - - - - - - - - - - - - - - - <700 0 00 cli C'J ACC. ACC. ACC. MLOFFICE- —EMIMENji— OFFICE CLASSROOM CLASSROOM CLASSROOM F F- UTILITY CY) D CD 00 -,,,1,25 32" 36 REGISTERED D CY) CO COU I TAKU CWUMTYARD- CLASSROOM CLASSROOM . ..... ... . .... ... . .... .. \\2210 CLASSROOM 49 EC cli CLASSROOM 0 CY) F- 134 /-2 3 19T\ 73 SF 104 SF 73 SF 111 SF Cwy, 286 SF ---- LOUNGE CLASSROO LASSROOM V UNOC UPIED 151 \E7 \\CIRCULATION\� 15 1MININKIMEM 278 SF 276 SF 961 SF 961 SF f-STOR-1 M �Acc� C I e�� lr44 CLASSROO M� \AND MECH 961 SF 2 �\ 'LAN DSCAPEE o i, DAV ou 961 SF 236 SF CUSTODIA , I -J -z 7 I I I AREA-, 3, 36" L 9 36"44]E2" L49�,', 9 32" 36" 6"-1111 4 ,<""'�`449 32" 459 SF 109 SF HATCHED\ 866 SF 20 991 SF F H GTON MECH T8SF-, IDF 443 SF '1\ I'\ \1� 00 IDF - -- - ------ X: cli L 365 SF LO K ORCH 2 2� BAND CY) 28 . ...... . . ..... 24 . . ..... MECH OURTYAR MECH-- T-- 2 2 NO ACCESS TO HATCHED X300 2 32 42" 42" 32 KITCHEN 1057 SF AREAS DURING AFTER - ACC. 2 CLASSROOM r J 7 36" 70 SF HOURS ASSEMBLY USEI 5�7� 8 SF 6 FIE _7 j 300 L r 1038 SF 1035 SF C, STOR 3 3 i I MDF OFFICE C) li�l , �j I :_111, -- --I CY) [EL 7 --- - _7736"i-A 32" 2 '2 32" 36" CY) t 369 SF 384 SF 371 SF i L-J VE7 .... ... I,-: ELEb Edmonds ----- ----- 2 7- - ------ ----- 7, 1 E V V 20 ELEC 1093 SF ,x 300 "1 SCHOOL DISTIZICT 113 F A&I n Ll .V -- ------- ------- ------- ------- ------ ------ ------- ------ 3001 Each student learning, every day! 136 SF 215 SF SF -OFFI FIE --- ----------- . ......... L EXIT 2 CE - ----- --- --- 44 L ----- ----- --- STOR 47 SF ( . ...... . .. �)49 32" 36" 32" 49" 6�',"�49 �32" 36" 72"44ff 257 N MADRONA SCHOOL M \36" 32" 36" 49 REPLACEMENT 1 �O COURTYARD\-- CLASSROOM READING ROOM CLASSROOM COURTYARD CLASSROOM CLASSROOM 00 300 111 SF STOR 6TH ST. SW, COURTYARD 930023 CONCENTRATED 40 16 EDMONDS, WA 98020 N < Lin I 1\ 0 music - 15 �7' 95'- 4" TRAVEL DISTANCE \-LO X111 15 LO :300 F PLATFORM LIP- f STOR 668 SF 961 SF 2 1958 SF 961 SF CLASSROOM -STOR �7 r 236S 961 SF 961 SF w ............. ......... 258 SF ASSEMBLY \_15 15 OFFICE, 76 SF (y) < CO 00 1 -7, 217 SF 1 ----- ------ ------ GYM EXIT 2 3405 SF 4 - ----- - ------ ------ ------ ----- --- ------- ------- -- --- (D .... .... . .... 300 2 i< 11-- - J ------- ------- ------ ------- 3 S T 72'41(4:�] 28&'4� ------------------------------------------------ 132(GYM) + 486)(COMMONS) + 96(MUSIC) L AED 130 SF L - - - - - - - - - - - - — 832 SF + 57(LIBRARY) 771(3 EXffS) EXIT DISCHARGE ROUTE TO SAFE DISPERSAL ZONE C C -7 V 300 SF PLATFORM V FE —T — — — — — — — — — — — — — — — — — — — — — — — — — — — r — — — — — — — 32 LO CO RISERS X cy, L0 cli cli 584(A/B/D I) + 241(B/C I) + 292 \LINOCCUPIED CIRC��AT�ON A GYM EXIT 3 (Gl/ 2� + 31, AND LANDSCAPED ARE - - - - - - - L7. NN, 249 pp ,<', I I 532 SF r 7 N\\ CLASSR \CLASbIll ACC. 7 OTPT N 8 A -4- 8 26 36" 50 32" 26[, 20 W" 32" 261",, 26 32" 36" �E� X�\ K 80 SF 80 SF 7 36' 32" COUR D 392 SF COURTYARD 4� 4 j0p, OURTYARD ACC.=Z4 COURTYARD\, 4 4 COURTYARD C. ACC. CONCENTRATED w CLASSROOM CLASSROOM CLASSROOM CLASSROOM CLAS CLASSROOM ASSEMBLY OFFICE 81 SROOM CLASSROOM CLASSROOM 15 48 CC) zi i 'i I I V 4 47 4 2 5j COURTYARD 4 1 _L -- 15 V) �\, 1 D 20 NO ACCESS TO HATCHEfD66 io 268 SF 1�1 268 SF �I 100 1 1212 SF N 283 SF CLASSROOM 283 SF AREAS DURING AFTER 25 32" 36" 79 SF LU 80 S� 940 SF 939 SF 939 5 36" 2" 25 32" 36" 36 36"Ill 32" 36 6717 SF 133 SF HOURS ASSEMBLY USE �3��1225, bu z5t 959 SF 5"" 940 SF SF 2 hill It [OFFICE_____ 2481 SF F- ACC. 1v D60 SF 2001 CLASSROOM UNOC D CCUPIEI 7 CIRCULATION N IF 7 Z �\PIE LINO D 04 CIRCU TION ND'�� D\� w F- 1138 SF: 0 -7�77- FE \\\LANDSCAPE A REA' \LANDSCAPED RiEk� N 20 HATCHED \COURTYAR AED HATCHED COUR R CLASSROOM CLASSROOM UNOCCUPIED CIRCULATION CLASSROOM CLASSROOM JAN ELEC IDF \R D RTYARD 2 69 SF COURTYA ICOU AND LANDSCAPED AREk 5 ---- 4 POP, B w GYM EXIT 1 HATCHED ACC. 1 4 7153 SF GYM EXIT CLASSROOM 72"41(EI25 A 15 Nc- 0 N C TRAT D CLASSROO ASSROOM Uj 300 300 300 249 001 �t 0 M CL �EN E 276 SF 961 SF 961 SF LL .0 X LO UP 236 SF 961 SF A 23 20 961 SF D 24 D -7T ASS 1( V I�N� 276 SF 1 60 SF 25 SF 96 SF"' 11 1 1 �`Dl 1� SF U) t /111 V 9 0 F- w 49 36" 32"] 3&' \ "I"I"), "I'll, ..9 132" 36" 440 �2" 10-36" 32-�4 36" 32" 4 32" 36"4 CONF :D 887 SF 87 SF B OFFICE CONF FACULTY F OFFICE 69 SF V F B OFFICE -1 8 LOUNGE 3 KINDERGARTEN - ----- HEAL I H 458 SF Nil \IDF IDF PLAY _L5j 5 w (D ------- ------- ------- ..... . ..... . ...... .. CLASSROOM KIND '711E�j 0-1 277 SF 338 SF ME&H COURTYARD 79 SF 300 < CY) MECH >1 -- - --- ------- ------ 0 1 \\\- - 5 lu- ACC. �3uu ZONE KEYPLAN 330 SF 100 17-Looj 154 SF ERGARTEN PLAY MECH 2 32" 36" COURTYARD 36" 2 C14 C.0 1 i 1 213 Sf�, N 380 SF 041 2 32" 42" 1 -J,NO ACCESS TO HATCHEDj 79 F 2 'l i i -) 79 SF AREAS DURING AFTER- �mm Cml) LEARNING 20 793 SF 91 F- SUPPORT 4-1 x 2 32" 42" ACC. F 402 SF \\-Lool 8 777�-- .-4111ff 60- 93'- 6" TRAVEL DISTHOURS ASSEMBLY USE.L 106- 4" TRAVEL DISTANCE \25 36" - - - - - - - - -- %. iii V 1 139 S F UNCONCENTRATEDL 1352 SF 401 SF 402S w SF ELEC . ..... . . ... . E FF OFFI OFFI OFFICE IrOF�ICE OFFICE: 33 36" 32" 2 . . .... .... ...... .... .. . -.z4ACC.IiL-j 42" 32" 2 OFFICE ASSEMBLY � li 402 SF 402 OFFIC- IF' 6`==8 &8 - - ---- I E]j OFFICE! I-AbbKUUMI, \-!O CLASSROOM T 2 2 1 2 17 7 ELEC 2 2 2 1 4 2 3 657 SF it \,Looj \,2�\2LOX \-L00A1 F I 20 1 L 46 SF 300 129 SF 176 SF 11 166 SF 137 SF Ajjj(�32�"491,': L L 180 SF 183 SF 161 SF ij 129 SF 187 SF 251 SF 36'41(�32�"51 x /'�:150 32" 36" 32- bi 58 SF 46 SF Acc. 11 COURTYAR, COURTYARD \COURTYARD Q0 D COURTYAR CLASSROOM CLASSROOM CLASSROOM CLASSROOM CLASSROOM 'CIO) CLASSROOM CLASSROOM GATE 1 (ADA) 15 Uj 20 J MARK DATE DESCRIPTION 2-84- -L 11 16 XI -48 .43" 11 4 15 - - - - - - - 40- 23 217 '�-\217 SF 6 SF SF 236 SF ACC. 961 SF 961 SF 961 SF 961 SF 886 SF 886 SF EXIT DISCHARGE ROUTE TO PUBLIC WAY CLASSRO V7�7VI o0i ISSUE DATE: 09 JANUARY 2017 L CN 20 Cy') LO ISSUE: BUILDING PERMIT w W� co 69 SF CD ol� w 00 CID < PROJC T NO- 2015913.00 - --------------------------------------------------- DRAWN-BY: ------------------------------------------------------------- BM/AD- r -j r CHECKED BY: DM WLU W LIJ — - ----------------------------------------------------------- - - ------ w Z COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30'l LINE OF SAFE DISPERSAL fn w z (D 1 0 U<- 0 - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - < U) IN LID < < IN M U) -j A 0:� 00< A LIFE SAFETY PLAN Cf) I U) I'- Cf) W W ix W W Z) CL Z) CL L CY) D7 7 0 Cf) x 0 SO w ry, n w ry, n LINE OF SAFE DISPERSAL LINE OF SAFE DISPERSAL .... .... .... - - - ...... ...... ...... ---- ----- ...... ...... - ---- ---- ----- ...... ....... . ...... . ,ft,,-LO-1-FIRE-LIFE-SAFETY-PLANI 2 3- 1/16" V-0" co 1 1 2 1 3 1 4 1 5 1 6 NORTH I 4 1 5 LIFE SAFETY PLAN LEGEND 6 l 11 N I L01 FIRE LIFE SAFETY PLAN - COMMUNITY EVENT 1/16" = V-0" ffl w TEXT"'O� FUNCTION OF SPACE ROOM OCCUPANT LOAD OCCUPANTS TOTAL OCCUPANTS EGRESS DISTRIBUTION 50 OCCUPANCY 50- -_ 4 mdhlum LOAD TAG '�E� FLOOR AREA PER OCCUPANT SOLID FILL INDICATES 1000 SF '*` FLOOR AREA ILLUMINATED DIRECTIONAL ARROW NET & GROSS EXIT SIGN 71 COLUMBIA I FLOOR 4 PROVIDED WHERE SEATTLE WA 98104 PERMITTED WALL RATINGS NON RATED WALL (206) 441 -41 51 OFFICE z- REQUIRED CAPACITY WIDTH E (206) 441-0478 FAX REQUIRED "Ox 0.2" X OCCUPANT (SEE NOTE 1 BELOW) 30-MIN RATED WALL 1231 NW HOYT I SUITE 102 ,*- # OF OCCUPANTS 1 -HOUR RATED WALL CAPACITY WIDTH 34"<E 100 USING EXIT / PATH PORTLAND OR 97209 AT STAIRS PROVIDED CLEAR WIDTH 3WE=EW==� 2-HOUR RATED WALL (5 03) 224-403 2 OFFICE (5 03) 2 24-0918 FAX z- REQUIRED CAPACITY WIDTH 0.15" X OCCUPANT (SEE NOTE 1 BELOW) REQUIRED #OF OCCUPANTS CAPACITY WIDTH AT 34"41( E15] 100 USING EXIT / PATH NON -STAIR LOCATIONS PROVIDED CLEAR WIDTH (REFER TO DOOR SCHEDULE FOR PANEL SIZE) 1. BASED ON EGRESS CAPACITY FACTOR EXCEPTION IBC 1005.3.1 WITH AUTOMATIC SPRINKLER SYSTEM (IBC 903.3.1.1 OR 903.3.1.2) AND AN EMERGENCY VOICE/ALARM COMMUNICATION SYSTEM (IBC 907.5.2.2) ANN F*%w L02 FIRE LIFE SAFETY PLAN 1/16" = l'-O" 30-MIN SMOKE BARRIER 1 -HOUR SMOKE BARRIER XX'TRAVEL DISTANCE PATH OF - - - - - - - EGRESS FE FIRE EXTINGUISHER CABINET (SEE A-251, INTERIOR ELEVATIONS) AED AUTOMATED EXTERNAL DEFIBRILLATOR (SEE A-251, INTERIOR ELEVATIONS) MAHLUM ARCHITECTS INC � D 8559 .,_��.REEGISTERED N 11 GTON Edmonds OF SCHOOL DISTRICT Each student learning, everyday! MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 ZONE KEYPLAN MARK DATE ISSUE DATE: ISSUE: DESCRIPTION PR"E IND - ------------------------------------------------------ 2015913.00 DRAWN -BY: ------------------------------------------------ ____ BM/AD_ ,CHECKED BY: - ------------------------------------- DM_ COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" A LIFE SAFETY PLAN I I M I I wy-M 2 3 4 I 5 n E U General Structural Notes (THE FOLLOWING APPLY UNLE55 5HOHN OTHERWISE ON THE DRN'rIN65.) CRITERIA: E 1. ALL MATERIAL5, HORKMAN5HIP, DE5I6N, AND CONSTRUCTION 5HALL CONFORM TO THE DRAWIN65, 5PECIFICATION5, AND THE INTERNATIONAL BUILDIN6 CODE (IBC) WITH WA5HIN6TON 5TATE ADMINI5TRATIVE CODE AMENDMENT5, 2015 EDITION. 2. DE516N LOADIN6 CRITERIA: RI5K CATEGORY IBC TABLE 1604.5 . . . . . . . . . . . . . . . III ROOF 5NOIN LOAD . . . . . . . . . . . . . . . . . . . . . . . 28 P5F (I5 = 1.15) 5TA I R LIVE LOAD . . . . . . . . . . . . . . . . . . . . . . 100 P5F 6UARDRAIL5/6ALCONY RAIL5 . . . . . . . . . . . . . . . . . . 50 PLF OR 200 LB CONCENTRATED LOAD MECHANICAL UNITS . . . . . . . . . . . . . . . . . . . . . . 5EE DRAWIN65 FOR MAXIMUM ALLOWABLE WEI6HT5 EARTHQUAKE (NEW BUILDING DESIGN) . . . . . . . . . . . . . . 5EI5MIG DE5I6N CATEGORY D 55 = 1.261 51 = 0.41, 595 = 0.84, 501 = 0.43 5TRUCTTRAL LI6HT FRAME WOOD WALL5 SHEATHED WITH WOOD PANELS RATED FOR 5HEAR RESISTANCE R=6.5,110=5, IE= 1.25 Gs = 0.16, BA5E 5HEAR = 541 KIP5 5TORY DRIFT LIMIT = 0.015 H WIND . . . . . . . . . . . . . . . . . . . . . . . . . . . . 115 MPH, EXP05URE "B" Kzt = 1.3 WIND (CLADDING/EN01-05URE ELEMENT DE5I6N PRE55URE5) . . . . . 48/2q P5F MAX. AT WALL5 (LRFD/A5D) 48/2g P5F 6RO55 UPLIFT AT ROOF (LRFD/A5D) WIND PRE55URE5 BASED ON LE55 THAN 10 5QUARE FOOT TRIBUTARY AREAS NEAR WALL CORNER5 OR ROOF E06E5 (EXGLUDIN6 CORNER ZONES AT ROOF). REDUCED DE5I6N PRE55URE5 MAY BE CALCULATED IN ACCORDANCE WITH A5CE 1-10 CHAPTER 30. 5EE DRAWIN65 FOR ADDITIONAL LOADIN6 CRITERIA D 3. 5TRUGTURAL DRAWINGS 5HALL BE U5ED IN CONJUNCTION WITH ARCHITECTURAL DRAWIN65 AND ALL OTHER CONTRACT DOCUMENTS FOR BIDDING AND CONSTRUCTION. CONTRACTOR 5HALL VERIFY DIMEN51ON5 AND CONDITION5 FOR COMPATIBILITY AND 5HALL NOTIFY ARCHITECT OF ALL DISCREPANCIES PRIOR TO CON5TRUGTION. IT 15 THE CONTRACTOR'S RE5PON5IBILITY TO COORDINATE BUILDIN6 LAYOUT DIMEN5ION5 (6RID LAYOUT5, SITE COORDINATES, ETC.) AMON65T ALL TRADE5, INGLUDIN6 5HOP FABRICATED ITEM5. 4. CONTRACTOR 5HALL PROVIDE TEMPORARY BRACIN6, BOTH FOR VERTICAL LOAD5 AND LATERAL 5TABILITY, FOR THE STRUCTURE AND STRUCTURAL COMPONENT5 UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE DRAWIN65. 5. CONTRACTOR 5HALL BE RE5PON5IBLE FOR ALL 5AFETY PRECAUTIONS AND THE METHOD5, TECHNIQUE5, 5EQUENGE5 OR PROCEDURES REQUIRED TO PERFORM THE WORK. 6. CONTRACTOR -INITIATED CHANGES 5HALL BE 5UBMI7ED IN HRITIN6 TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CON5TRUCTION. CHAN6E5 5HOHN ON 5HOP DRAWIN65 ONLY WILL NOT 5ATI5FY THIS REQUIREMENT. 1. DRAWIN65 INDICATE GENERAL AND TYPICAL DETAIL5 OF CONSTRUCTION. WHERE CONDITION5 ARE NOT 5PECIFICALLY INDICATED BUT ARE OF 51MILAR CHARACTER TO DETAIL5 5HOHN, 5IMILAR DETAIL5 OF CONSTRUCTION 5HALL BE U5ED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE 5TRUGTURAL ENGINEER. 8. ALL 5TRUGTURAL 5Y5TEM5 COMP05ED OF COMPONENT5 TO BE FIELD ERECTED 5HALL BE 5UPERV15ED BY THE 5UPPLIER DURIN6 MANUFACTURIN6, DELIVERY, HANDLIN6, 5TORA6E AND ERECTION IN ACCORDANCE WITH IN5TRUCTION5 PREPARED BY THE 5UPPLIER. g. 5EI5MIG BRACIN6 AND/OR GRAVITY SUPPORT AND ANCHORAGE OF ALL MECHANICAL OR ELECTRICAL EQUIPMENT 5HALL BE DE516NED BY A PROFE55IONAL ENGINEER RE615TERED IN THE STATE OF WA5HIN6TON, EXCEPT FOR ELEMENT5 SPECIFICALLY 5HOHN AND DETAILED ON THE 5TRUGTURAL DRAWIN65. THE MECHANICAL/ELECTRICAL CONTRACTOR MUST HIRE THE EN6INEER AND 15 RE5PON5IBLE FOR ALL 005T5 RELATED TO THE PURCHASE AND INSTALLATION OF NECESSARY 5UPPORT5, BRACIN6 AND ANCHORAGE. D 5EI5MIG BRACIN6 AND ANCHORAGE DE5I6N AND CONSTRUCTION 5HALL COMPLY WITH CHAPTER 13 OF A50E 1-10. 5EE GENERAL STRUCTURAL NOTE <001> FOR ADDITIONAL INFORMATION. 10. 5HOP DRAWIN65 FOR REINFORCING 5TEEL (FOR BOTH CONCRETE AND MA50NRY CONSTRUCTION), 5TRUGTURAL 5TEEL, OPEN WEB 5TEEL JOI5T5, METAL DECKING, GLUED LAMINATED MEMBER5, OPEN WEB WOOD (OR COMBINATION WOOD/5TEEL) TRU55E5, CONNECTOR PLATE WOOD ROOF TRU55E5, AND ENGINEERED WOOD I -JOISTS 5HALL BE 5UBMITTED TO THE ARCHITECT AND 5TRUGTURAL EN6INEER FOR REVIEW PRIOR TO FABRICATION OF THESE ITEM5. 11. 5HOP DRAWING REVIEW: DIMEN5ION5 AND QUANTITIE5 ARE NOT REVIEWED BY THE ENGINEER OF RECORD, AND THEREFORE MU5T BE VERIFIED BY THE CONTRACTOR. THE CONTRACTOR 5HALL REVIEW AND 5TAMP DRAWIN65 PRIOR TO REVIEW BY ENGINEER OF RECORD. 5UBMITTAL5 5HALL INCLUDE A REPRODUCIBLE AND ONE COPY. THE REPRODUCIBLE 5HALL BE MARKED AND RETURNED. 5HOP DRAWING 5UBMITTAL5 PROCESSED BY THE ENGINEER ARE NOT CHANGE ORDER5. THE PURP05E OF SHOP DRAINING 5UBMITTAL5 BY THE CONTRACTOR 15 TO DEMON5TRATE TO THE EN6INEER THAT THE CONTRACTOR UNDER5TAND5 THE DE5I6N CONCEPT BY INDIGATIN6 WHICH MATERIAL 15 INTENDED TO BE FURNISHED AND INSTALLED AND BY DETAILING THE INTENDED FABRICATION AND INSTALLATION METHODS. IF DEVIATION5, DISCREPANCIES, OR CONFLICTS BETWEEN SHOP DRAWING 5UBMITTAL5 AND THE CONTRACT DOCUMENT5 ARE 0I5GOVERED EITHER PRIOR TO OR AFTER SHOP DRAININ6 5UBMITTAL5 ARE PROCE55ED BY THE ENGINEER, THE DE5I6N DRAWIN65 AND 5PECIFICATION5 5HALL CONTROL AND 5HALL BE FOLLOWED. 12. DEFERRED 5UBMITTAL5, 5HALL BE DESIGNED BY AN EN6INEER RE6I5TERED IN THE 5TATE OF KA5HIN6TON. THE COMPONENT DE-516NER 5HALL BE A RE615TERED 5TRUGTURAL EN6INEER IF REQUIRED BY THE BUILDIN6 OFFICIAL OF THE LOCAL JURISDICTION. BUILDING COMPONENT 5UBMITTAL5 5HALL INCLUDE THE DE5I6NIN6 PROFE55IONAL ENGINEER'S 5TAMP, AND 5HALL BE APPROVED BY THE COMPONENT DE5I6NER PRIOR TO OUR50W REVIEW BY THE ENGINEER OF RECORD FOR LOA95 IMP05ED ON THE BASK 5TRUCTURE. THE COMPONENT DESIGNER 15 RE5PON5IBLE FOR CODE CONFORMANCE AND ALL NECE55ARY CONNECTIONS NOT 5PECIFICALLY CALLED OUT ON ARCHITECTURAL OR 5TRUGTURAL DRAWIN65. DEFERRED 5UBMITTAL5 5HALL INDICATE MA6NITUDE AND DIRECTION OF ALL LOA05 IMP05ED ON BASK 5TRUCTURE. DE516N CALCULATIONS 5HALL BE INCLUDED IN THE 5UBMITTAL. THE ARCHITECT OR CONTRACTOR 5HALL FORWARD DEFERRED 5UBMITTAL5 TO THE BUILDIN6 OFFICIAL WHERE REQUIRED. B THE FOLLOWIN6 BUILDIN6 COMPONENTS 5HALL BE DEFERRED 5UBMITTAL5 FOR THI5 PROJECT: OPEN WEB 5TEEL J0I5T AND JOIST 6IRDER FRAMIN6 5Y5TEM5 (5EE NOTE 33) PREFABRICATED CONNECTOR PLATE WOOD ROOF TRU55E5 (5EE NOTE 41) WOOD I-JOI5T5 (5EE NOTE 40) 5TATEMENT OF 5PECIAL. INSPECTION5 (5TRUCTURArQ: 13. 5TATEMENT OF 5PEGIAL INSPECTIONS - 5TRUGTURAL ITEM5 (5EI5MIG DE5I6N CATEGORY D): DEFINITION5: THE 5EI5MIG FORGE RE515TIN6 5Y5TEM FOR THIS 5TRUCTURE CON5I5T5 PRIMARILY OF 5HEAR WALL5 AND BRACED FRAME5, FLOOR/ROOF DIAPHRA6M5, AND 5TRUT MEMBER5 A5 SPECIFIED ON THE DRAWIN65. 5EE THE LEGEND OF PLAN 5HEET5 FOR ADDITIONAL INFORMATION DEFININ6 MEMBER LOCATION5. 5PEGIAL IN5PECTION5 AND TE5TIN6 5HALL BE PERFORMED BY THE OWNER APPOINTED IN5PECTION A6ENCY IN ACCORDANCE WITH CHAPTER 11 OF THE IBC WITH REPORTS PER IBC SECTION 1104.2.4 SUBMITTED TO THE OWNER, ARCHITECT, STRUCTURAL ENGINEER, CONTRACTOR, AND BUILDING OFFICIAL FOR EACH DAY 5PEGIAL IN5PECTION5 OR TE5TIN6 15 PERFORMED. THE5E INSPECTIONS ARE IN ADDITION TO THE INSPECTIONS SPECIFIED IN IBC SECTION 110. SEE TABLES BELOW FOR ADDITIONAL INFORMATION. 5TRUGTURAL ITEM5 5PEGIAL INSPECTION FREQUENCY IBC REFERENCE STRUCTURAL 5TEEL FABRICATION, ERECTION, AND NONDESTRUCTIVE TE5TIN6* 5PEGIAL IN5PECTION AND NONDE5TRUCTIVE TE5TIN6 FOR 5TRUGTURAL 5TEEL 5HALL BE IN ACCORDANCE WITH THE QUALITY A55URANCE (QA) INSPECTION REQUIREMENT5 OF A156 560-10 CHAPTER N. CONTINUOU5 IN5PECTION 5HALL BE PERFORMED AT "P" TA5K5 DEFINED IN AI56 560-10; PERIODIC IN5PECTION 5HALL BE PERFORMED AT "0" TA5K5 DEFINED IN AI56 560-10. ADDITIONAL 5PEGIAL INSPECTION AND TE5TIN6 REQUIREMENT5 FOR THE 5TRUGTURAL 5TEEL 5EI5MI6 5Y5TEM 5HALL BE PER AI50 341-10 CHAPTER J A5 INDICATED BELOW. SHOP AND FIELD WELDIN6 CONTINUOUS/PERIODIC (QA PER AI56 360 CH. N5.4) 1105.2.1 HIGH 5TREN6TH BOLTIN6 CONTINUOUS/PERIODIC (QA AI50 360 CH. N5.6) 1105.2.1 METAL DECKING PERIODIC, 1105.2.2, TABLE 1105.2.2(ITEM 1$2) MATERIAL VERIFICATION PERIODIC, 1105.2.1 (IDENTIFICATION MARK5 AND MANUFACTURER'5 TE5T REPORT5) 5TRUGTURAL 5TEEL 5EI5MIG 5Y5TEM CONTINUOUS/PERIODIC (QA PER AI50 541 CH. J) 1105.11.1 4 1105.12.2 (IN5PECTION AND TE5TIN6) CONCRETE (5EE GENERAL STRUCTURAL NOTE 20 FOR ADDITIONAL REQUIREMENT5)** REINFORCIN6 PLACEMENT PERIODIC AND PRIOR TO ALL CONCRETE POUR5 TABLE 1105.3 ITEM 1 ANCHOR BOLT PLACEMENT PERIODIC AND PRIOR TO ALL CONCRETE POUR5 TABLE 1105.3 ITEM 3 CONCRETE PLACEMENT*** CONTINUOUS TABLE 1105.3 ITEM 5,60 CURING 4 FORMWORK PROCEDURES PERIODIC TABLE 1105.3 ITEM 8,11412 MA50NRY(5EE GENERAL STRUCTURAL NOTE 26 FOR ADDITIONAL REQUIREMENT5) LEVEL B 5PEGIAL INSPECTION PERIODIC (CONTINUOUS FOR 6ROUTIN6 AND TABLE 1.1q.2 TM5 402/AGI 530/A50E 5-11 HELDIN6 OF REINFORCING BARS) o,7m FA5TENER5, BOLT5, 5TRAP5, PERIODIC FOR CONNECTION5 OF ALL MEMBER5 OF 1105.10.141105.11.2" " (5EE 1105.5.1) HOLDOHN5, ETC. THE 5EI5MIG AND WIND FORGE RE5I5TIN6 5Y5TEM FOR ADDL. REQUIREMENTS AT HIGH INGLUDIN6 DIAPHRA6M5, 5HEAR WALL5, LOAD DIAPHRA6M5) 5TRUT5, 4 HOLDOHN5 PREFABRICATED CONNECTOR REVIEW OF TEMPORARY AND PERMANENT 1105.5.2 PLATE WOOD TRU55E5 IN5TALLATION BRACIN6 FOR 5PAN5 > 6OFT EXPANSION BOLT5 4 IN5ERT5 PERIODIC INGLUDIN6 TORQUE TE5T5 IN ACCORDANCE TABLE 1105.3 ITEM 4 WITH APPROVED IG6-E5 REPORT5 EPDXY GROUTED ROD5 OR REBAR PERIODIC, INGLUDIN6 IN5PECTION OF EMBEDMENT TABLE 1105.3 ITEM 4, DEPTH AND HOLE CLEANLINE55 PRIOR TO ALL AGI 318-11 SECTION N .2 IN5TALLATION5 (CONTINUOU5 FOR UPWARDLY INCLINED ANCHOR5) 50IL COMPACTION CONTINUOUS 1105.6 * 5TRUGTURAL 5TEEL QUALITY A55URANCE IN5PECTION5, EXCEPT NONDESTRUCTIVE TE5TIN6, MAY BE WAIVED IF APPROVED BY THE OWNER AND BUILDING OFFICIAL FOR WORK PERFORMED ON THE PREMI5E5 OF A FABRICATOR REGISTERED AND APPROVED TO PERFORM SUCH WORK WITHOUT 5PEGIAL INSPECTION IN ACCORDANCE WITH IBC SECTION 1104.2.5.2. EXCEPTIONS 1 THRU 5 PER IBC SECTION 1105.5 5HALL NOT APPLY TO CONCRETE WORK ON THI5 PROJECT. FREQUENCY OF CONCRETE LABORATORY TE5TIN6 5HALL BE IN ACCORDANCE WITH AGI 318-11 SECTION 5.6.2 UNLE55 OTHERWISE NOTED IN THE PROJECT SPECIFICATIONS. **** THE EXCEPTION FOR 5HEATHIN6 FASTENED AT A SPACING GREATER THAN 4"oo 5HALL NOT APPLY TO WOOD OR METAL FRAMING ON THI5 PROJECT. 5EI5MIG DESIGN REQUIREMENT5 ARCH, MECH, 4 ELEC ITEMS (A56E 1-10 CHAPTER 13) PERIODIC, 5PEGIAL INSPECTION A5 SPECIFIED PER IBC CHAPTER in 5U5PENDED CEILINGS A50E 1-10 SECTION 13.5.E IN5PECTION5 PER IBC SECTION 110 AND A56E -I 13.5.b.2.2 A5 REQUIRED PARTITION WALL5 A56E 1-10 SECTION 15.5.5 REQUIRED DURING ERECTION AND FA5TENIN6 FOR WALL5 > 15 P5F (IBC 1105.11.5) GLAZING 5Y5TEM5 A50E 1-10 SECTION 15.5.1 NOT REQUIRED LIFE 5AFETY COMPONENT5 INGLUDIN6 A56E 1-10 5ECTION 15.6 AND REQUIRED FOR VERIFICATION OF FIRE PUMP5, EMERGENCY 6ENERATOR5, IBC 1105.12.3 CERTIFICATE OF COMPLIANCE LABEL SMOKE EVACUATION FAN5 ON COMPONENT (IBC 1105.11.4) (Ip=1.5 PER A50E 1-10 SECTION 15.1.3) INSTALLATION AND ANCHORAGE OF A50E 1-10 SECTION 13.6 AND REQUIRED (IBC, 1105.11.4 4 1105.11.6) SPRINKLER 5Y5TEM5, FIRE PUMP5, IBC, 1105.12.3 EMERGENCY 6ENERATOR5 (1p=1.5 PER A56E 1-10 SECTION ALL OTHER MECHANICAL AND A56E 1-10 SECTION 13.6 NOT REQUIRED ELECTRICAL COMPONENT5 5TRUGTURAL 0135ERVATION IN ACCORDANCE WITH IBC SECTION 1104.5 WILL BE PERFORMED BY THE 5TRUGTURAL ENGINEER OF RECORD DURIN6 CON5TRUCTION AT SIGNIFICANT CONSTRUCTION 5TA6E5 AND AT COMPLETION OF THE 5TRUGTURAL 5Y5TEM. 5TRUGTURAL OBSERVATION CON5I5T5 OF VI5UAL OBSERVATION FOR 6ENERAL CONFORMANCE TO THE CON5TRUCTION DOCUMENT5 AND DOE5 NOT INCLUDE OR WAIVE THE RE5PON5IBILITY FOR THE INSPECTIONS REQUIRED BY SECTIONS 110, 1104, OR OTHER SECTIONS OF THE IBC. CONTRACTOR 5TATEMENT OF RE5PON5IBILITY: CONTRACTOR 5HALL SUBMIT A WRITTEN 5TATEMENT OF RE5PON5IBILITY IN ACCORDANCE WITH IBC 5ECTION 1104.4 TO THE BUILDING OFFICIAL AND OWNER PRIOR TO CONSTRUCTION ACKNOWLEDGING THE 5PEGIAL REQUIREMENT5 CONTAINED IN THE 5TATEMENT OF 5PEGIAL INSPECTIONS. GEOTECHNICAL.: 14. FOUNDATION NOTE5: 5UB6RADE PREPARATION INGLUDIN6 DRAINA6E, EXCAVATION, COMPACTION, AND FILLIN6 REQUIREMENTS, 5HALL CONFORM 5TRICTLY WITH THE CIVIL/5TRUGTURAL DRAWIN65 AND SPECIFICATIONS OR A5 DIRECTED BY THE OWNER APPOINTED 6EOTECHNICAL ENGINEER. FOOTIN65 5HALL BEAR ON FIRM, UNDI5TURBED EARTH OR CONTROLLED, COMPACTED STRUCTURAL FILL AT LEA5T 18" BELOW LOHE5T ADJACENT FINI5HED 6RADE. THE OWNER APPOINTED GEOTECHNICAL ENGINEER 5HALL APPROVE FOOTIN6 EXCAVATION/PREPARATION PRIOR TO PLACEMENT OF ALL FOOTIN65. BACKFILL BEHIND ALL RETAINING WALL5 WITH FREE DRAINING, GRANULAR FILL AND PROVIDE FOR SUBSURFACE DRAINAGE A5 NOTED IN THE CIVIL DRAWIN65 AND SPECIFICATIONS. ALLOWABLE 501 L PRESSURE . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4,000 P5F LATERAL EARTH PRE55URE (RE5TRAINED/UNRE5TRAINED). . . . . . . . . . . . . . . . 50 PCF/30 PCF 50I L PROFILE TYPE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5I TE CLA55 C 6EOTECHNICAL REPORT REFERENCE: 5HANNON 4 HIL50N, INC. "6EOTECHNICAL ENGINEERING REPORT - NEW MADRONNA K-8 PROJECT 21-1-22082-004, OCTOBER 31, 2016 FLOOR AND ROOF DECK OPENING5: 15. MI56ELLANEOU5 OPENIN6 ALLOWANCE: THE CONTRACTOR 5HALL REINFORCE ALL OPENINGS AT ROOF DECK OR COMPOSITE DECK PER THE DRAWIN65. OPENINGS ARE NOT ALL SHOWN ON THE STRUCTURAL DRAWIN65. 5EE ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWIN65 FOR ADDITIONAL OPENINGS NOT 5HOHN ON THE STRUCTURAL DRAWIN65. THE CONTRACTOR 5HALL REVIEW THE ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWIN65 FOR OPENIN65 NOT 5HOHN ON THE 5TRUGTURAL DRAWIN65 AND SUPPLY OPENIN6 SIZE, LOCATION, AND CONFIGURATION TO THE 5TEEL FABRICATOR PRIOR TO SHOP DRAWING 5UBMITTAL. OPENIN65 5HALL OCCUR WHERE ANY DUCT, CONDUIT, PLUMBING, OR OTHER IMPLEMENT PA55E5 THROU61H THE FLOOR OR ROOF. A5 AN ALLOWANCE, THE CONTRACTOR 5HALL BUDGET TO PROVIDE AND IN5TALL A5 REQUIRED AN ADDITIONAL 100 LINEAR FEET OF ANGLE 5x3x1/4 AND 50 LINEAR FEET OF ANGLE 4x3x1/4 FOR FRAMING OF ROOF DECK OPENINGS THAT ARE NOT 5HONN ON THE STRUCTURAL, ARCHITECTURAL, ELECTRICAL, OR MECHANICAL DRAWIN65. IN5TALL PER 12/5-502 , A55UMIN6 (20) LOCATION5 FOR ERECTION. ANCHORA &F.: 16. EXPANSION BOLT5 INTO CONCRETE 5HALL BE ONE OF THE FOLLOWING: "KWIK BOLT TZ" A5 MANUFACTURED BY HILTI, INC. AND INSTALLED IN STRICT ACCORDANCE WITH IGG-E5 REPORT NO. ig17 AND MANUFACTURER'S INSTRUCTIONS; OR "5TRON6-BOLT 2" A5 MANUFACTURED BY 5IMP50N 5TRON6-TIE COMPANY, INC,. AND INSTALLED IN STRICT ACCORDANCE WITH IGG-E5 REPORT NO. 5031 AND MANUFACTURER'S IN5TRUCTION5. 5UB5TITUTE5 PROP05ED BY CONTRACTOR 5HALL BE SUBMITTED FOR REVIEW WITH I66-E5 REPORTS INDIGATIN6 EQUIVALENT OR GREATER LOAD GAPAGITIE5. IN ADDITION, 5UB5TITUTION5 5HALL MEET I06-E5 ACCEPTANCE CRITERIA ACig3. 5PEGIAL IN5PECTION I5 REQUIRED FOR ALL EXPANSION BOLT INSTALLATION. EXPANSION BOL75 SHALL NOT BE U5ED A5 5U55TITUTE5 FOR EMBEDDED ANCHOR BOLT5 UNLE55 5PECIFICALLY APPROVED BY THE 5TRUGTURAL ENGINEER. NOTIFY ENGINEER IF BOLT LOCATIONS CONFLICT WITH REINFORCING 5TEEL - DO NOT GUT REINFORCING OR REDUCE EMBEDMENT DEPTH5 WITHOUT PRIOR APPROVAL. UNLE55 OTHERNI5E NOTED, PROVIDE THE FOLLOWIN6 NOMINAL EMBEDMENT DEPTHS FOR EXPANSION BOLT5 INTO CONCRETE: HILTI KWIK BOLT TZ: 3/8" � EXPAN51 ON BOLT5 . . . . . . . . . . . . . . . . . . . . . . 2-5/ 16" 1 /2"� EXPAN51 ON BOLT5 . . . . . . . . . . . . . . . . . . . . . . 3-5/8" 5/S" � EXPAN51 ON BOLT5 . . . . . . . . . . . . . . . . . . . . . . 4-1/ 16" 3/4" W EXPAN5I ON BOLTS . . . . . . . . . . . . . . . . . . . . . . 5-q/ 16" 5IMP50N 5TRON6-BOLT 2: 3/8" � EXPANSION BOLTS . . . . . . . . . . . . . . . . . . . . . . 2-7/8" 1 /2"� EXPAN51ON BOLTS . . . . . . . . . . . . . . . . . . . . . . 5/8" � EXPAN51 ON BOLTS . . . . . . . . . . . . . . . . . . . . . . 3/4" � EXPANSION BOLT5 . . . . . . . . . . . . . . . . . . . . . . 5-3/4" 11. DRIVE PIN5 AND OTHER POWDER -ACTUATED FA5TENER5 5HALL BE ONE OF THE FOLLOININ6: "5ERIE5 1500" (0.145" DIAMETER) A5 MANUFACTURED BY ITH RAM5ET AND INSTALLED IN STRICT ACCORDANCE WITH I66-E5 REPORT NO. 17gq AND MANUFACTURER'5 IN5TRUCTION5, INGLUDIN6 MINIMUM EMBEDMENT REQUIREMENTS; "X-U" (0.151" DIAMETER), A5 MANUFACTURED BY HILTI, INC. AND IN5TALLED IN STRICT ACCORDANCE WITH IGG-E5 REPORT NO. 22bq AND MANUFACTURER'S INSTRUCTIONS, INGLUDIN6 MINIMUM EMBEDMENT REQUIREMENTS; "5TRON6-TIE MODEL PHN-YY" (0.145" DIAMETER) A5 MANUFACTURED BY 5IMP50N 5TRON6-TIE COMPANY, INC. AND IN5TALLED IN 5TRICT ACCORDANCE WITH IGG-E5 REPORT NO. 2138 AND MANUFACTURER'5 IN5TRUCTION5, INGLUDIN6 MINIMUM EMBEDMENT REQUIREMENT5; OR AN APPROVED EQUIVALENT IN 5TREN6TH AND EMBEDMENT. MINIMUM EMBEDMENT IN CONCRETE 5HALL BE 1" UNLE55 OTHERWISE NOTED. MAINTAIN AT LEAST 3" TO NEARE5T CONCRETE EDGE. 18. EPDXY -GROUTED ROD5 OR REBAR TO CONCRETE SPECIFIED ON THE DRAWIN65 5HALL BE GROUTED WITH ONE OF THE FOLLOWIN6: "5ET-XP" A5 MANUFACTURED BY 5IMP50N 5TRON6-TIE COMPANY, INC. INSTALL IN STRICT ACCORDANCE WITH IG6-E5 REPORT NO. 2508, INGLUDIN6 MINIMUM EMBEDMENT REQUIREMENTS; OR "HIT-HY 200" A5 MANUFACTURED BY HILTI, INC. AND INSTALLED IN STRICT ACCORDANCE WITH 160-E5 REPORT NO. 31bl ("SAFE-5ET" INSTALLATION WITH HOLLOW CARBIDE DRILL BIT 15 PERMITTED), INGLUDIN6 MINIMUM EMBEDMENT REQUIREMENT5. 5UB5TITUTE5 PROP05ED BY CONTRACTOR 5HALL BE 5UBMITTED FOR REVIEW WITH IGG-E5 REPORT5 INDIGATIN6 EQUIVALENT OR GREATER LOAD GAPAGITIE5. IN ADDITION, 5UB5TITUTION5 5HALL MEET IGG-E5 ACCEPTANCE CRITERIA AC308. 5PEGIAL INSPECTION OF EPDXY -GROUTED ANCHOR IN5TALLATION I5 REQUIRED. EPDXY GROUTED R005 OR REBAR 5HALL NOT BE U5ED A5 5UB5TITUTE5 FOR CA5T-IN-PLACE ANCHOR BOLT5 OR REINFORCING 5TEEL UNLE55 SPECIFICALLY APPROVED BY THE 5TRUGTURAL ENGINEER. NOTIFY ENGINEER IF ANCHOR LOCATIONS CONFLICT INITH REINFORCING 5TEEL - DO NOT GUT REINFORCING OR REDUCE EMBEDMENT DEPTH5 WITHOUT PRIOR APPROVAL. UNLE55 OTHERN15E NOTED, PROVIDE THE FOLLOWIN6 EMBEDMENT DEPTH5 FOR ANCHOR5 AT CONCRETE: 3/8"� ROD OR #3 BAR . 4" 1 /2"� ROD OR #4 BAR . 5" 5/S" � ROD OR #5 BAR . . . . . . . . . . . . . . . . . . . . . . 7" 3/4" � ROD OR #6 BAR . . . . . . . . . . . . . . . . . . . . . . q" 7/8" � ROD OR #1 BAR . . . . . . . . . . . . . . . . . . . . . 12" 1 " � ROD OR #8 BAR . . . . . . . . . . . . . . . . . . . . . . 15" 1q. CONCRETE 50REIN ANCHORS 5HALL BE ONE OF THE FOLLOWIN6: "TITEN HD" A5 MANUFACTURED BY 5IMP50N 5TRON6-TIE COMPANY AND IN5TALLED IN 5TRIGT ACCORDANCE WITH IGG-E5 REPORT NO. 2113 AND MANUFACTURER'S IN5TRUCTION5; OR "KWIK HU5-EZ" A5 MANUFACTURED BY HILTI, INC. AND INSTALLED IN STRICT ACCORDANCE WITH IGG-E5 REPORT NO. 3021 AND MANUFACTURER'5 INSTRUCTIONS. 5UB5TITUTE5 PROP05ED BY CONTRACTOR 5HALL BE 5UBMITTED FOR REVIEW WITH IGG-E5 REPORT5 INDIGATIN6 EQUIVALENT OR GREATER LOAD GAPAGITIE5. IN ADDITION, 5UB5TITUTION5 5HALL MEET IGG-E5 ACCEPTANCE CRITERIA AGig3. 5PEGIAL IN5PECTION 15 REQUIRED FOR ALL CONCRETE 5CREW ANCHOR IN5TALLATION. CONCRETE SCREW ANCHORS 5HALL NOT BE U5ED A5 5UB5TITUTE5 FOR EMBEDDED ANCHOR BOLT5 OR EXPAN5ION BOLT5 UNLE55 SPECIFICALLY APPROVED BY THE 5TRUGTURAL ENGINEER. NOTIFY ENGINEER IF 5CREW ANCHOR LOCATIONS CONFLICT WITH REINFORCING 5TEEL - DO NOT GUT REINFORCING OR REDUCE EMBEDMENT DEPTH5 WITHOUT PRIOR APPROVAL. t 9 C A J SHEET INEl EX 5-101 GENERAL 5TRUGTURAL NOTE5 5-102 GENERAL 5TRUGTURAL NOTE5 5-103 GENERAL 5TRUGTURAL NOTE5 5-111A FOUNDATION PLAN ZONE A 5-111B FOUNDATION PLAN ZONE B 5-111C FOUNDATION PLAN ZONE G 5-1110 FOUNDATION PLAN ZONE D 5-121A ROOF FRAMING PLAN ZONE A 5-121B ROOF FRAMING PLAN ZONE B 5-121C ROOF FRAMING PLAN ZONE G 5-121P ROOF FRAMING PLAN ZONE D 5-301 TYPICAL CONCRETE DETAIL5 5-302 FOUNDATION DETAIL5 5-501 TYPICAL 5TEEL DETAIL5 5-502 5TEEL & METAL DEGK DETAIL5 5-503 M15G. 5TEEL DETAIL5 A 5-601 TYPICAL WOOD FRAMING DETAIL5 5-602 WOOD FRAMING DETAIL5 5-603 ROOF FRAMING DETAIL5 5-604 ROOF FRAMING DETAIL5 5-605 M15G. WOOD FRAMING DETAIL5 5-606 5HEAR AALL 5GHEDULE i DETAIL5 5-601 GOVERED PLAY FRAMING PLAN5 AND DETAIL5 mdhlum 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-41 51 OFFICE (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION 11 EdMon& °ICI SCHOOL • Each student learning, every .. EDMONDS SCHOOL DISTRICT MADRONA SCHOOL REPLACEMENT 9300 26TH ST. SW, EDMONDS, WA, 98020 ZONE KEYPLAN MARK DATE ISSUE DATE: ISSUE: DESCRIPTION PROJECT NO: S130282-01 DRAWN BY: 213 CHECKED BY: JAW, RJV COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" GENERAL STRUCTURAL NOTES smi 01 1 1 2 3 4 1 5 A 2 3 4 I 5 n t 9 C A J E N m A U co Y 0 U General Structural Notes (THE FOLLOWING APPLY UNLE55 5HOHN OTHERWISE ON THE DRN'rIN65.) WNORM: 20. CONCRETE 5HALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH AGI 315-11 CHAPTER 5 AND AGI 301. CONCRETE 5HALL ATTAIN A 2S-DAY 5TREN6TH OF f'c = 3,000 P5I (4,000 P5I AT INTERIOR 5LAB5 AND 4,500 P5I AT ALL CONCRETE EXP05ED TO WEATHER). MAXIMUM WATER-CEMENTITIOU5 MATERIAL RATIO FOR INTERIOR 5LAB5 5HALL BE BETWEEN 0.40 AND 0.44. ALL CONCRETE 5HALL BE EXP05URE CLA55E5 FO, 50, PO, AND CO PER AGI 31S-11 TABLE-5 4.2.1 AND 4.3.1 EXCEPT A5 NOTED BELOW. ALL CONCRETE EXP05EP TO EARTH (FOUNPATION5, ETC.): (FO, 50, PO, Cl) ALL CONCRETE EXP05ED TO WEATHER: (F1, 50, PO, C1) CONCRETE MIXES 5HALL MEET OR EXCEED THE REQUIREMENT5 SPECIFIED ABOVE. MIXE5 5HALL BE 5UBMITTEP TO THE ENGINEER AND BUILDING OFFICIAL FOR APPROVAL TWO HEEK5 PRIOR TO PLACIN6 ANY CONCRETE AND 5HALL INCLUDE THE AMOUNT5 OF CEMENT, CEMENTITOU5 MATERIAL, FINE AND COAR5E A66RE6ATE, WATER AND ADMIXTURE5, A5 WELL A5 THE WATER -CEMENT RATIO, 5LUMP, CONCRETE YIELD AND 5UB5TANTIATIN6 5TREN6TH DATA IN ACCORDANCE WITH AGI 318-11, CHAPTER 5. REVIEW OF MIX 5UBMITTAL5 BY THE EN61NEER OF RECORD INDICATES ONLY THAT INFORMATION PRESENTED CONFORM5 GENERALLY WITH CONTRACT DOCUMENTS. CONTRACTOR OR SUPPLIER MAINTAIN5 FULL RESPONSIBILITY FOR 5PECIFIED PERFORMANCE. 21. REINFORCIN6 5TEEL 5HALL CONFORM TO A5TM A615, 6RADE 60, fy = 60,000 P5I. GRADE 60 REINFORCIN& BARS WHICH ARE TO BE WELDED 5HALL CONFORM TO A5TM A706. REINFORCEMENT COMPLYIN& WITH A5TM A615(51) MAY BE WELDED ONLY IF MATERIAL PROPERTY REPORTS INPICATIN6 CONFORMANCE WITH HELPING PROCEDURE5 5PECIFIED IN A.H.5. P1.4 ARE 5UBMITTED. WELDED WIRE FABRIC, 5HALL CONFORM TO A5TM A10b4. 22. REINFORCIN6 5TEEL 5HALL BE DETAILED (INGLUDIN6 HOOKS AND BEN05) IN ACCORDANCE WITH AGI 315-11 AND 318-11. LAP ALL CONTINUOUS REINFORCEMENT (#5 AND 5MALLER) 40 BAR PIAMETER5 OR 2'-O" MINIMUM. PROVIDE CORNER BARS AT ALL WALL AND FOOTIN6 INTERSECTIONS. LAP CORNER BARS (#5 AND 5MALLER) 40 BAR PIAMETER5 OR 2'-0" MINIMUM. LAPS OF LARGER BAR5 5HALL BE MADE IN ACCORDANCE WITH AGI 318-11, GLA55 B. LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM OF 12" AT 5IDE5 AND ENP5. NO BAR5 PARTIALLY EMBEDDED IN HARDENED CONCRETE 5HALL BE FIELD BENT UNLE55 OTHERN15E NOTED ON THE PRAWINCS OR APPROVED BY THE STRUCTURAL ENGINEER. 23. CONCRETE PROTECTION (COVER) FOR REINFORCIN6 5TEEL 5HALL BE A5 FOLLOH5: FOOTIN&5 AND OTHER UNFORMED 5URFACE5 CA5T A6AIN5T AND PERMANENTLY EXP05ED TO EARTH . 3" FORMED 5URFACE5 EXP05ED TO EARTH (i.e. HALL5 BELOW 6ROUNP) OR HEATHER (#b BAR5 OR LARGER). 2" (#5 BAR5 OR 5MALLER). . . 1 1/2" 5LAB-ON-6RADE BOTTOM REINFORCIN6 (HITH VAPOR BARRIER BELOH) . . . . . . . . . . . . . . . . . 1 1/2" 5LAB5 AND HALL5 (INTERIOR FACE) . . . . . . . . . . . . . . . . . . (#11 BAR5 OR 5MALLER) 3/4" (#14 OR #18 BAR5) 1 1/2" 24. BONPIN6 AGENT 5HALL BE "MA5TEREMAGO APH 326" BY BA5F CORPORATION. OR EQUIVALENT, AND 5HALL BE U5EP HHERE NEW CONCRETE I5 PLACED A6AIN5T HARDENED CONCRETE, PLACE IN STRICT ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS, INGLUDIN6 PREPARATION OF EXI5TIN6 SURFACES. CONCRETE 5HALL BE CONSIDERED HARDENED AFTER 56 DAY5. 25. NON -SHRINK 6ROUT 5HALL BE FURN15HED BY AN APPROVED MANUFACTURER AND 5HALL BE MIXED AND PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURER'5 IN5TRUCTION5. GROUT 5TREN6TH 5HALL BE AT LEAST EQUAL TO THE MATERIAL ON WHICH IT 15 PLACED (6,000 P5I MINIMUM). MASONRY: 26. CONCRETE MA50NRY UNIT HALLS 5HALL BE CON5TRUCTED OF MEDIUM OR NORMAL HEI6HT MA50NRY UNITS, CONFORMIN6 TO A5TM CgO, LAID IN A RUNNIN6 BOND HITH A MINIMUM NET AREA COMPRE55IVE 5TREN6TH OF 1g00 P5I. MORTAR 5HALL BE TYPE "5" IN CONFORMANCE WITH A5TM 0210 AND ARTICLE 2.bA OF TM5b02-II/ACI530.1-11/A5GEb-ii. 6ROUT 5HALL CONFORM TO ARTICLE 2.2 OF TM5b02/A6I53O.1/A5GEb AND A5TM C101g REQUIREMENT5 AND ATTAIN A MINIMUM COMPRE551VE 5TREN6TH OF 2,000 P5I AT 2b DAY5, DE5I6N F'm = 1500 P5I AT 28 DAY5. 5TREN6TH 5HALL BE VERIFIED BY PR15M TE5TIN6 OR 5HALL BE VERIFIED BY THE UNIT 5TREN6TH METHOD IN ACCORDANCE WITH IBC SECTION 2105 AND ARTICLE 1.4B OF TM5602/ACI530.1/A5GE6 PRIOR TO CONSTRUCTION. ADDITIONAL UNIT 5TREN6TH OR PRI5M TE5TIN6 IN ACCORDANCE HITH A5TM 01514 5HALL BE COMPLETED FOR EACH 5000 5QUARE FEET OF HALL DURING CONSTRUCTION. UNLE55 OTHERHI5E NOTED, PROVIDE THE FOLLOHIN6 REINFORCEMENT: 6" HALL5 #4 @ 4S"oc. VERT. (2)#4 @ 48"oo. HORIZ. S" HALL5 #5 @ 4S"oo. VERT. (2)#5 @ 48"oo. HORIZ. 12" HALL5 #5 @ 32"oo. VERT. (2)#5 @ 40"oo. HORIZ. IN ADDITION, PROVIDE (1)#5 (#4 @ 6" HALL5) VERT. FULL HEIGHT AT EACH 51DE OF OPENIN65, AT HALL CORNER5 AND INTERSECTIONS, AT FREE ENDS OF HALLS, AND (2)#5 ((2)#4 @ b" HALLS) HORIZONTAL AT ELEVATED FLOOR AND ROOF LEVELS, AT TOPS OF HALLS, AND ABOVE AND BELOW ALL OPENIN65. ALL HORIZONTAL REINFORCEMENT 5HALL BE PLACED IN BOND BEAM5. EXTEND HORIZONTAL REINFORCEMENT 2'-0" BEYOND OPENIN65. IF 2'-0" UNAVAILABLE EXTEND REINFORCEMENT A5 FAR A5 P055IBLE AND HOOK. PROVIDE CORNER BAR5 TO LAP HORIZONTAL REINFORCEMENT AT CORNER5 AND INTER5ECTION5. LAP 5PLICE5 5HALL BE 25" FOR NO. 4 BAR5, 40" FOR NO. 5 BAR5, AND 12 BAR DIAMETER5 FOR NO. 6 AND LARGER BAR5. FILL ALL GELL5 CONTAINING REINFORCEMENT OR EMBEDDED ITEM5 AND ALL GELL5 BELOW GRAPE HITH 6ROUT. PROVIDE CLEANOUT HOLES AT BOTTOM OF ALL GELL5 CONTAININ& REINFORCEMENT FOR POUR5 GREATER THAN 5.33 FEET IN HE16HT (MAXIMUM 5PAGIN6 OF CLEANOUT5 5HALL BE 321loo FOR 50LIPLY &ROUTED HALL5). MAXIMUM HEIGHT OF &ROUT POUR5 5HALL BE IN ACCORDANCE HITH TM5b02/ACI53O.1/A5GEb TABLE 1. MAXIMUM HEI6HT OF 6ROUT LIFTS I5 5.35 FEET, EXCEPT A5 PERMITTED PER ARTICLE 5.59 OF TM5602/ACI530.1/A5GE6. STEEL: 21. STRUCTURAL 5TEEL PE5I6N FABRICATION AND ERECTION 5HALL BE BA5EP ON THE LATEST EDITION5 OF THE A.I.5.0. 5PECIFICATION5 AND CODE5: 1. SPECIFICATION FOR STRUCTURAL 5TEEL BUILDIN65-ALLOWABLE 5TRE55 AND PLASTIC PE5I6N, OR LOAD AND RE5I5TANCE FACTOR DE5I6N SPECIFICATION FOR STRUCTURAL 5TEEL BUILDIN65. 2. CODE OF 5TANDARD PRACTICE FOR 5TEEL BUILDIN65 AND BRID6E5, ADOPTED APRIL 14, 2010. IN REFERENCE TO 5ECTION5 5.1.2 AND 4.4.1, THE CONTRACT POCUMENT5 (DE5I6N PRAHIN65) 5HOH COMPLETE CONNECTION PETAIL5 FOR ALL MEMBER5 EXCEPT TH05E NOTED TO BE PE5I6N-BUILP ITEM5. ALTERNATE CONNECTION PETAIL5 RE0UE5TED BY THE FABRICATOR 5HALL BE 5UBMI7ED TO THE EN6INEER OF RECORD FOR APPROVAL VIA A REQUEST FOR INFORMATION (RFI) PRIOR TO COMPLETION OF SHOP PRANIN65. IN REFERENCE TO SECTION 3.1.6, FABRICATOR 5HALL AL50 REVIEW PROJECT SPECIFICATIONS AND ARCHITECTURAL DRAWIN65 TO DETERMINE PAINTING AND 6ALVANIZIN6 REQUIREMENT5. MEMBER5 EMBEDDED IN CONCRETE, MA50NRY OR TO RECEIVE SPRAY -ON FIREPROOFIN6 5HALL NOT BE PAINTED. DO NOT PAINT OR GALVANIZE AREAS OF PIEGE5 TO BE FIELD HELPED, OR REMOVE PAINT AND GALVANIZING IN FIELD PRIOR TO HELDIN6. IN REFERENCE TO SECTION 3.3, IN THE EVENT OF DISCREPANCIES BETWEEN DE5I6N DRAWIN65 AND 5PECIFICATION5, THE DE5I6N PRANIN65 6OVERN. IN REFERENCE TO SECTION 4.1, THE FABRICATOR 5HALL NOT A55UME BID PACKA6E5 CONSTITUTE RELEA5IN6 THE PRAWIN65 FOR CONSTRUCTION HITHOUT EXPLICIT DIRECTION TO DO 50 BY THE OTNER. 3. SPECIFICATION FOR STRUCTURAL JOINT5 U5IN6 A5TM A325 OR WO BOLT5. 4. QUALITY CONTROL 5HALL BE IN ACCORDANCE HITH AI56 360 CHAPTER N (AI56 341 CHAPTER J FOR 5TEEL SEISMIC 5Y5TEM). CONTRACTOR 5HALL AL50 COMPLY WITH 05HA REGULATION 2g CFR PART 1g26 SUBPART R - 5TEEL ERECTION, PUBLI5HED JANUARY 1S, 2001. MI5CELLANEOU5 PLATE5 FOR 6UYIN6 GABLE ATTACHMENTS, TEMPORARY JOIST BRACIN&, ETC. 5HALL BE ADDED A5 REQUIRED. CONTRACTOR 5HALL EVALUATE COLUMNS AND PROVIDE ADEQUATE BA5E PLATE 5HIM5, ADDITIONAL TEMPORARY ERECTION BOLTS/CLIPS, 6UY5, OR TEMPORARY BRACIN6 A5 REQUIRED PER SECTION 1g26.155. 28. 5TRUCTURAL STEEL, INGLUDIN6 PLATES, AN6LE5, CHANNELS, AND ROD5, SHALL CONFORM TO A5TM A36, Fy = 36 K5I. WIDE FLANGE AND HT 5TEEL 5HAPE5 5HALL CONFORM TO A5TM A112, Fy = 50 K5I. 5TEEL PIPE 5HALL CONFORM TO A5TM A53, TYPE E OR 5, 6RADE B, Fy = 35 K5I. STRUCTURAL TUBIN6 (H55) 5HALL CONFORM TO A5TM A500, GRADE B, Fy = 46 K5I. ANCHOR BOLTS 5HALL CONFORM TO A5TM F1554 (36 K5I). 5TEEL-TO-5TEEL CONNECTION BOLT5 5HALL CONFORM TO A5TM A325. 2g. DIMEN5IONAL TOLERANCE FOR STRUCTURAL 5TEEL MEMBERS 5HALL BE PER THE AI5C LADE OF 5TANDARD PRACTICE FOR 5TEEL BUILDIN65 AND BRID6E5, SECTION 6.4 AND A5TM 5PECIFICATION Ab. UNLE55 SPECIFICALLY ALLOWED BY THE ENGINEER, COLUMN MEMBERS 5HALL NOT BE MODIFIED BY THE ROTARY 5TRAI6HTENIN6 PROCE55. 30. ARCHITECTURALLY EXP05ED STRUCTURAL 5TEEL 5HALL CONFORM TO SECTION 10 OF THE A.I.5.0. CODE OF STANDARD PRACTICE FOR 5TEEL BUILDIN65 AND BRID6E5, ADOPTED APRIL 14, 2010. ANY 5TEEL THAT I5 TO BE EXP05ED TO VIEW UPON COMPLETION OF THE PROJECT 5HALL BE CON5IDERED ARCHITECTURALLY EXP05ED. 5EE 5PECIFICATION5 FOR SPECIFIC FABRICATION AND ERECTION REQUIREMENT5 FOR ARCHITECTURALLY EXP05ED STRUCTURAL 5TEEL. 31. BOLT5 IN CONNECTIONS NOT SPECIFIED A5 5LIP-CRITICAL NEED ONLY BE TIGHTENED TO THE 5NU6 TI6HT CONDITION. THE 5NU6 TI6HT CONDITION 15 DEFINED A5 THE TI6HTNE55 THAT EXI5T5 WHEN ALL PLIE5 IN A JOINT ARE IN FIRM CONTACT. IF A SLOTTED HOLE OCCURS IN AN OUTER PLY, A FLAT HARDENED HASHER OR COMMON PLATE HASHER 5HALL BE INSTALLED OVER THE 5LOT. ALL 5LIP-CRITICAL CONNECTION BOLTS 5HALL BE APPROVED SELF LOAD INDICATIN6 TYPES (SUCH A5 BETHLEHEM INDICATOR BOLTS, LeJEUNE TEN5ION CONTROL BOLTS, ETC.), AND 5HALL BE IN5TALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'5 IN5TRUCTION5. CONNECTED PLIE5 5HALL BE PREPARED TO MEET THE REQUIREMENTS FOR GLA55 A FAYIN6 5URFACE5. 52. HOLE 5IZE5 IN 5TEEL MEMBER5 FOR CONNECTION5 TO CONCRETE OR MA50NRY 5HALL BE A5 FOLLOH5 UNLE55 SPECIFIED OTHERHI5E ON THE PRANIN65: MAXIMUM HOLE PIA. OVER NOMINAL BOLT PIA. ANCHOR TYPE OTHER THAN COL. BA5E PLATES COL. BASE PLATE5 CA5T-IN-PLACE ANCHOR BOL75 1/16" TABLE 14-2 OF AI50 5TEEL CON5TR. MANUAL, 14TH ED. EXPAN51ON BOLT5 1/16" 5/16" EPDXY 6ROUTED BOLTS 1/8" 5/16" U5E OF LARGER HOLE5 HOULP REQUIRE THE U5E OF HELPED PLATE HA5HER5 AND WOULD REQUIRE PRIOR APPROVAL BY THE STRUCTURAL EN6INEER. HARDENED OR COMMON PLATE WA5HER5 ARE REQUIRED BELOW ALL NUTS WHERE OVER5IZEP HOLE5 ARE U5EP AND 5HALL BE SIZED TO COVER ENTIRE HOLE. MINIMUM HASHER 5IZE5 FOR COLUMN BA5E PLATES 5HALL BE IN ACCORDANCE WITH TABLE 14-2 OF THE AI56 5TEEL CONSTRUCTION MANUAL, 14TH EDITION. 55. OPEN WEB 5TEEL JOI5T5 AND JOIST 5IRDER5 (INGLUDIN6 BRIDGING) 5HALL CONFORM TO THE 5PECIFICATION5 OF THE 5TEEL J0I5T INSTITUTE, LATEST EDITION, AND IBC SECTION 2201. 5EE PLANS AND PETAIL5 FOR LOAPIN6 REQUIREMENT5. AT JOI5T5, THE PLANS INDICATE THE UNIFORM POUND PER FOOT LINE LOADS 5HOHN A5 (TOTAL LOAD, LIVE LOAD) HHICH INCLUDE AN ALLOWANCE FOR THE HEIGHT OF J0I5T5, UNLE55 OTHERHI5E NOTED. CONCENTRATED LOAD5 5PECIFIED ON THE PLANS OR PETAIL5 5HALL BE ADDITIVE TO THE 5PECIFIED LINE LOADS. JOI5T 6IRPER LOAP5 INDICATED DO NOT INCLUDE AN ALLOWANCE FOR THE GIRDER 5ELF HEI6HT. FOR MEMBER5 DENOTED 'STRUT' PE5I6N TOP CHORP TO RE5I5T THE FACTORED EARTHQUAKE LOAD 5HOHN. IN ADDITION, ALL MEMBER5 5HALL BE DE5I&NED TO SUPPORT A 5IN6LE 500 LB. ADDITIVE POWNWARD POINT LOAD FROM ANY TOP OR BOTTOM GHORP PANEL POINT TO ACCOUNT FOR MISCELLANEOUS ARCHITECTURAL AND MECHANICAL ITEM5. CONTRACTOR 5HALL COORDINATE HITH MECHANICAL CONTRACTOR AND JOI5T MANUFACTURER FOR LOAD5 EXCEED IN6 THI5 ALLOWANCE. HHERE CONCENTRATED LOAD5/HAN6ER5 DO NOT OCCUR AT PANEL POINTS, CONTRACTOR 5HALL INSTALL ADDITIONAL WEB MEMBER5 PER THE INSTALLATION PETAIL5 OF THE J015T MANUFACTURER HHERE REQUIRED. REVIEW PROP05ED FIELD SPLICE LOCATIONS AND PETAIL5 HITH ARCHITECT, AND COORDINATE LOCATIONS WITH THE ERECTOR. J0I5T MANUFACTURER 5HALL CHECK ROOF MEMBER5 AND PROVIDE UPLIFT BRIP6IN6 A5 REQUIRED TO ADEQUATELY BRACE THE BOTTOM CHORD A6AIN5T LATERAL MOVEMENT UNDER A NET WIND UPLIFT PRE55URE OF XX P5F AT INTERIOR LOCATIONS, XX P5F AT OPEN 5TRUCTURE5 4 OVERHANGS. CONTRACTOR 5HALL COORDINATE BRIDGING LAYOUT PRIOR TO JOI5T ERECTION TO AVOID CONFLICTS HITH MECHANICAL DUCTHORK, FLOOR/ROOF OPENIN&5, OR OTHER MI50ELLANEOU5 ITEMS. EN05 OF BRIDGING ROH5 5HALL BE FIELD HELPED TO STRUCTURAL 5TEEL MEMBER5 OR TO PLATE5 BOLTED TO CONCRETE OR MA50NW HALL5 UNLE55 OTHERHI5E NOTED. CAMBER JOI5T5 IN ACCORDANCE WITH THE 5TEEL JOIST INSTITUTE 5TANDARD5, UNLE55 OTHERHI5E NOTED. SIZE MEMBER5 TO MEET THE FOLLOHIN6 LIVE LOAD DEFLECTION CRITERIA UNLE55 OTHERWISE NOTED: L/360 FOR 5IMPLE SPAN ROOF MEMBER5 AND L/180 FOR ROOF OVERHAN65. JOI5T5 THAT OCCUR WITHIN 3'-0" OF 5TEEL COLUMNS AND ALL JOI5T5 EXCEEPIN6 40'-0" IN LENGTH 5HALL BE BOLTED TO HIDE FLANGE OR JOIST GIRDER 5UPPORT5 IN LIEU OF THE 5PECIFIEP FIELD WELDING, EXCEPT AT JOI5T5 MARKED 'STRUT' AND HHERE NOTED ON PETAIL5 WHERE THE FIELD WELDING 5HALL AL50 APPLY. U5E (2) 1/2" DIAMETER A501 BOLT5 FOR K-5ERIE5 JOI5T5 AND (2) 3/4" DIAMETER A301 BOLTS FOR LH AND DLH-5ERIE5 JOI5T5 (VERIFY BOLT 5IZE/5PAGIN6 HITH JOIST 5UPPLIER). BOLTIN6 REQUIREMENT MAY BE OMITTED FOR J0I5T5 LE55 THAN 40'-0" IN LENGTH WHERE HIDE FLANGE BEAM5 FRAME INTO 5TEEL COLUMNS IN AT LEAST TWO DIRECTIONS. SUBMIT 5HOP PRANIN65 AND PE5I6N CALCULATIONS TO THE ARCHITECT, STRUCTURAL ENGINEER, AND BUILDING DEPARTMENT FOR REVIEW PRIOR TO FABRICATION. 5UBMITTAL5 5HALL INDICATE ALL CHORD AND WEB MEMBER 5IZE5 AND 5HOH ALL END CONNECTION5. PE5I6N CALCULATIONS 5HALL BEAR THE 5TAMP AND 5I6NATURE OF A RE615TEREP PROFE55IONAL ENGINEER, STATE OF WA5HIN6TON. 34. ALL WELDING 5HALL BE IN CONFORMANCE HITH A.I.5.0. AND A.H.5. 5TANDARD5 AND 5HALL BE PERFORMED BY H.A.B.O. CERTIFIED HELDER5 U5IN6 E70XX ELECTRODES. ONLY PREQUALIFIEP HELPS (A5 DEFINED BY A.H.5.) 5HALL BE U5EP. DO NOT PAINT OR GALVANIZE AREA5 OF PIEGE5 TO BE FIELD HELPED, OR REMOVE PAINT AND GALVANIZING IN FIELD PRIOR TO HELPIN6. KELVIN& OF 6RADE 60 REINFORCIN6 BAR5 (IF REQUIRED) 5HALL BE PERFORMED U5IN6 LOW HYDR06EN ELECTRODES. HELPIN6 HITHIN 4" OF GOLD BENP5 IN REINFORCIN& 5TEEL I5 NOT PERMITTED. 5EE REINFORCEMENT NOTE FOR MATERIAL REQUIREMENTS OF HELPED BAR5. THE HELD 5YMBOL5 5HOHN ON THE PRANIN65 ARE INTENDED ONLY TO AID THE CONTRACTOR IN THE DETERMINATION OF FIELD VER5U5 5HOP WELDING. THE CONTRACTOR 5HALL WORK HITH THE FABRICATOR AND ERECTOR TO COORDINATE THE FINAL DETERMINATION OF FIELD VER5U5 SHOP HELPS TO ACCOMMODATE THE CONSTRUCTION 5EQUENCIN6 OF THE PROJECT. 35. METAL FLOOR AND ROOF DEGKIN6: PROVIDE 5IZE, TYPE, 6A6E, AND ATTACHMENT TO THE 5UPPORTIN6 STRUCTURE A5 5HOHN ON THE DRAWIN65. ALTERNATES MUST BE CONNECTED ACCORAIC6 TO PUBLI5HEP IGG-E5 CRITERIA FOR DIAPHRAGM 5HEAR5 5HOHN. PROVIDE 5HORIN6 WHERE REQUIRED PER MANUFACTURER'5 PUBLI5HED CRITERIA. ALL DEGKIN6 5HALL CONFORM TO THE REQUIREMENTS OF THE 5TEEL DECK INSTITUTE. SUBMIT DECK INFORMATION TO ARCHITECT AND ENGINEER PRIOR TO BE6INNIN6 SHOP PRAHIN65. NOW: 56. FRAMING LUMBER 5HALL BE KILN PRIED OR MG-11, AND GRADED AND MARKED IN CONFORMANCE WITH W.G.L.I.B. 5TANPARD GRADING RULE5 FOR HEST COA5T LUMBER NO. 11 OR H.H.P.A. HE5TERN LUMBER GRADING RULE5. FURNI5H TO THE FOLLOHIN6 MINIMUM 5TANPAR05: 5TUD5 AND J0I5T5: (2x AND 3x MEMBER5) POU6LA5 FIR NO. 2 MINIMUM BASK PE5I6N 5TRE55, Fo = 1350 P5I, Fb = 100 P5I, Fv = 1S0 P5I, E = 1600 K5I (4x MEMBER5) POU6LA5 FIR NO. 1 MINIMUM BASK DE5I6N 5TRE55, Fo = 1500 P5I, Fb = 1000 P5I, Fv = 150 P5I, E = 1100 K5I BEAM5 AND 5TRIN6ER5: POU6LA5 FIR NO. 1 (INGLUDIN6 bx AND LARGER MEMBER5) MINIMUM BASK PE5I6N 5TRE55, Fb = 1550 P5I, Fv = 110 P5I, E = 1600 K5I P05T5: (4x MEMBER5) POU6LA5 FIR NO. 1 MINIMUM BASK DE5I6N 5TRE55, Fo = 1500 P5I, E = 1100 K51 (bx 4 LARGER MEMBER5) POU6LA5 FIR NO. 1 MINIMUM BA5I6 DE5I6N 5TRE55, Fo = 1000 P5I, E = 1600 K5I PLATE5, LED6ER5 4 POU6LA5 FIR NO. 3 OR 5TUD GRAPE MI5CELLANEOU5 LI6HT FRAMING: MINIMUM BA5I0 DE5I6N 5TRE55, Fb = 525 P5I, E = 1400 K5I Fo = 115 P5I, Ft = 325 P5I NOTE: FINGER JOINTED 5TUD5 MAY BE 5U55TITUTED ONLY IF THEY MEET PRESCRIBED BENDING 5TRE55 4 TENSION 5TRE55 CRITERIA. 51. GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH A5TM AND A. I.T.G. 5TANDARD5 IN ACCORPANE WITH IBC SECTION 2505.1.5. EACH MEMBER 5HALL BEAR AN A.I.T.C. IDENTIFICATION MARK AND 5HALL BE ACCOMPANIED BY AN A.I.T.C. CERTIFICATE OF CONFORMANCE. HORIZONTAL MEMBERS AND INCLINED MEMBER5 OF LE55 THAN 1:1 5LOPE 5HALL HAVE A RADIU5ED CAMBER OF 3,500 FT. UNLE55 OTHERWISE NOTED. SIMPLE SPAN BEAMS: POU6LA5 FIR COMBINATION 24F-V4 Fb = 2400 P5I, Fv = 265 P51, E = 1500 K5I CONTINUOUS OR CANTILEVERED BEAMS: POU6LA5 FIR COMBINATION 24F-VS Fb = 2400 P5I, Fv = 265 P5I, E = 1500 K5I GLUED LAMINATED MEMBER5 EXP05ED TO WEATHER OR MOI5TURE 5HALL BE TREATED WITH A NON -CORROSIVE, APPROVED PRE5ERVATIVE. ALL 6LULAM BEAM HAN6ER5 5HALL BE "HU" 5ERIE5 (MAX.), UNLE55 OTHERHI5E NOTED. 38. EN61NEERED LUMBER: EACH PIECE 5HALL BEAR A 5TAMP OR 5TAMP5 NOTIN6 THE NAME AND PLANT NUMBER OF THE MANUFACTURER, THE GRADE, THE NER OR IGG-E5 REPORT NUMBER, AND THE QUALITY CONTROL A6ENCY. ALL MEMBER5 5HALL BE MANUFACTURED WITH AN APPROVED ADHESIVE. BEAMS: LAMINATED 5TRAND LUMBER (L5L) Fb = 2325 P5I, E = 1550 K5I, Fv = 310 P5I (DEPTH > g 1/2") Fb = 1100 P5I, E = 1300 K5I, Fv = 425 P51 (DEPTH < g 1/2") LAMINATED VENEER LUMBER (LVL) Fb = 2600 P5I, E = 2000 K5I, Fv = 265 P51 PARALLEL STRAND LUMBER (P5L) Fb = 2g00 P5I, E = 2000 K5I, Fv = 2g0 P5I RIM BOARD: LAMINATED 5TRAND LUMBER (L5L) Fb = 1100 P5I, E = 1500 K5I, Fv = 400 P5I 5TU95: LAMINATED 5TRAND LUMBER (L5L) Fb = 2250 P5I, E = 1500 K5I, Fv = 400 P5I, Fo = 1g50 P5I (HIDTH > 1 1/4") Fb = 1100 P5I, E = 1300 K5I, Fv = 400 P5I, Fo = 1400 P5I (HIDTH < 1 1/4") P05T5: PARALLEL 5TRAND LUMBER (P5L) Fb = 2400 P5I, E = 1800 K5I, Fv = 2g0 P5I, Fo = 2500 P5I DE5I6N 5HOHN ON THE PRAHIN65 I5 BA5EP ON LUMBER MANUFACTURED BY HEYERHAEU5ER IN ACCORDANCE WITH ICC-E5 REPORT NO. E5R-13bl. ALTERNATE EN6INEERED LUMBER MAY BE U5EP SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER. A CURRENT NER OR IGG-E5 REPORT AND A LIST 5TATIN6 THE ITEM -FOR -ITEM 5UB5TITUTION MUST BE 5UBMITTED TO THE STRUCTURAL ENGINEER FOR ANY PROP05ED 5UB5TITUTE5. 3g. NOT U5EP t 9 C A J 0 mdhlum 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-41 51 OFFICE (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION 11 Edftlon& SCHOOL• studentEach every .. EDMONDS SCHOOL DISTRICT MADRONA SCHOOL REPLACEMENT 9300 26TH ST. SW, EDMONDS, WA, 98020 ZONE KEYPLAN MARK DATE ISSUE DATE: ISSUE: DESCRIPTION W..e W.- w PROJECT NO: S130282-01_ DRAWN BY: JZB CHECKED BY: JAW, RJV COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" GENERAL STRUCTURAL NOTES U 1 1 2 3 4 1 5 A Sm102 2 3 4 I 5 C A J z General 5tructural Notes (THE FOLLOWING APPLY UNLC55 SHONW OTHERWISE ON THE DRAYIIN65.) 40. ENGINEERED WOOD I-JOI5T5 SHALL BE FURNI5HED AND IN5TALLED IN CONFORMANCE WITH THE MANUFACTURER'5 IN5TRUCTION5. ALL NECE55ARY BRIDGING, BLOCKING, BLOCKIN6 PANELS, 5TIFFENER5, ETC., 5HALL BE DETAILED AND FURNI5HED BY THE MANUFACTURER. PERMANENT AND TEMPORARY BRIDGING 5HALL BE IN5TALLED IN CONFORMANCE WITH MANUFACTURER'5 IN5TRUCTION5. ALL J0I5T HAN6ER5 AND OTHER HARDWARE 5HALL BE COMPATIBLE IN 5IZE WITH ENGINEERED WOOD I-JOI5T5 PROVIDED. JOI5T TYPE5: 11 l/8" I -A J0I5T M = 3160 FT -LB, EI = 261 X10 6 IN 2-LB5, V = 1420 LB5 11 l/8" I-B J0I5T M = 6160 FT -LB, EI = 411 X10 6 IN 2-LB5, V = 1550 L55 DE516N LOAD5 5HALL BE A5 FOLLON5, UNLE55 OTHERWISE NOTED: LIVE LOAD PER DE5I6N LOADING CRITERIA DEAD LOAD 16 P5F (22 P5F AT 50LAR READY ZONES) WIND UPLIFT 26/11 P5F (A5D, NET/GROSS) 26/15 P5F (A59, NET/6RO55 AT 50LAR READY ZONES) I -JOISTS 5HALL MEET OR EXCEED MINIMUM PROPERTIE5 INDICATED ABOVE AND FROM APA TECHNICAL PUBLICATION ON I-JOI5T5 Z125. A CURRENT NER OR I66-E5 REPORT MU5T BE 5UBMITTED TO THE 5TRUCTURAL ENGINEER FOR REVIEW. J0I5T CHORD MEMBER5 5HALL BE AT LEAST 1 3/4" WIDE AND CON5I5T OF MATERIAL WITH A 5PECIFIC DEN5ITY OF AT LEAST 0.50. JOIST MANUFACTURE 5HALL BE ONE OF THE FOLLOWING: WEYERHAEU5ER (ICC-E5 REPORT NO. E5R-1153) REDBUILT LL6 (ICC-E5 REPORT NO. E5R-2gg4) BOI5E CA56ADE (ICC-E5 REPORT NO. E5R-1336) R05EBUR6 (ICC-E5 REPORT NO. E5R-1251) ALTERNATE ENGINEERED WOOD I -JOISTS MAY BE U5ED 5UBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND 5TRUCTURAL ENGINEER. A CURRENT NER OR ICC-E5 REPORT AND A LI5T 5TATIN6 THE ITEM -FOR -ITEM 5UB5TITUTION MUST BE 5UBMITTED TO THE 5TRUCTURAL ENGINEER FOR ANY PROP05ED 5UB5TITUTE5. THE CONTRACTOR 5HALL BE RE5PON5IBLE FOR ALL ENGINEERING 605T5 RELATIN6 TO REVIEW AND/OR RE-DE5I6N TO ACCOMMODATE PROP05FP 5UB5TITUTION5. THE J0I5T MANUFACTURER 5HALL COORDINATE LOCATIONS AND 5UPPORT 60NFI6URATION5 OF PLUMBING, MECHANICAL UNITS, DUCTS, AND/OR OTHER M156ELLANEOU5 ITEM5 WITH THE CONTRACTOR PRIOR TO J0I5T FABRICATION. THE JOINT MANUFACTURER 5HALL DE5I6N J0I5T5 TO SUPPORT ALL LOAD5 A550CIATED WITH 5UCH ITEM5. THE JOIST SHOP DRAWINGS 5HALL INCLUDE ALL DE516N LOAD5 AND APPROVED HANGER CONNECTION DETAIL5 TO JOI5T5 FOR 5UPPORT OF HUNG MECHANICAL 5Y5TEM 60MPONENT5. ALL I-JOI5T HAN6ER5 SHALL BE "IT5" 5ERIE5, UNLE55 OTHERWI5E NOTED. 41. PREFABRICATED CONNECTOR PLATE WOOD ROOF TRU55E5 5HALL BE DE5I6NED BY THE MANUFACTURER IN ACCORDANCE WITH ANSI/TPI 1-2001 AND IBC 5ECTION 2505.4 FOR THE 5PAN5 AND CONDITION5 5HOWN ON THE DRAWINGS. DE516N LOA95 5HALL BE A5 FOLLOWS: TOP CHORD LIVE LOAD PER DESIGN LOADING CRITERIA BOTTOM CHORD LIVE LOAD PER DE5I6N LOADING CRITERIA TOP CHORD DEAD LOAD 11 P5F (11 P5F AT 50LAR READY ZONE5) BOTTOM CHORD DEAD LOAD 5 P5F WIND UPLIFT ( TOP CHORD) 28/ 1 l P5F ( NET/6RO55) ( A5D) THE TRU55 MANUFACTURER 5HALL COORDINATE LOCATIONS AND 5UPPORT 60NFI6URATION5 OF PLUMBING, MECHANICAL UNITS, DUCTS, AND/OR OTHER MI5CELLANEOU5 ITEM5 WITH THE CONTRACTOR PRIOR TO TRU55 FABRICATION. THE TRU55 MANUFACTURER 5HALL DE5I6N TRU55E5 TO SUPPORT ALL LOA95 A550CIATED WITH 5UCH ITEM5. THE TRU55 SHOP PRANIN65 5HALL INCLUDE ALL DE516N LOAD5 AND APPROVED HANGER CONNECTION DETAIL5 TO TRU55 CHORD5 FOR SUPPORT OF HUNG MECHANICAL 5Y5TEM COMPONENT5. WOOD TRU55E5 5HALL UTILIZE APPROVED CONNECTOR PLATE5 (6AN6NAIL OR EQUAL). 5HOP DRAWINGS AND CALCULATION5 5HALL BE PROVIDED A5 A DEFERRED SUBMITTAL TO THE ARCHITECT AND 5TRUCTURAL ENGINEER PER GENERAL 5TRUCTURAL NOTE 12. 5HOP DRAWINGS 5HALL INDICATE 5HAPE5, BEARING POINT5, INTER5ECTION5, HIP5, VALLEY5, ETC. EXACT 60MP05ITION OF 5PECIAL HIP, VALLEY, AND INTER5ECTION AREA5 (U5E OF GIRDER TRU55E5, JACK TRU55E5, 5TEP-DOWN TRU55E5, ETC.) 5HALL BE DETERMINED BY THE MANUFACTURER UNLE55 OTHERWISE NOTED ON THE DRAWINGS. THE TRU55 MANUFACTURER 5HALL PROVIDE ALL TRU55-TO-TRU55 AND TRU55-TO-BEAM/JOI5T CONNECTION DETAIL5 AND REQUIRED CONNECTION MATERIAL5. THE TRU55 MANUFACTURER 5HALL DE516N AND PROVIDE DETAIL5 FOR ALL TEMPORARY AND PERMANENT TRU55 BRACIN6 AND BRIDGING. 42. ROOF FLOOR # WALL 5HEATHIN6 5HALL BE APA RATED, EXTERIOR OR EXP05URE 1 PLYWOOD OR ORIENTED 5TRAND BOARD (05B) IN CONFORMANCE WITH IBC 5ECTION 2303.1.4. FLOOR AND ROOF 5HALL BE PLYWOOD ONLY. WALL 5HEATHIN6 5HALL BE PLYWOOD ONLY AT EXTERIOR WALL5, AND AND 05B ONLY AT INTERIOR WALL5 (U5E OF PLYWOOD 15 NOT ACCEPTABLE AT INTERIOR WALLS). 5HEATHIN6 5HALL BE MANUFACTURED UNDER THE PROVISIONS OF VOLUNTARY PRODUCT 5TANDARD5 DOC P5 1-N, P5 2-10, OR APA PRP-108 PERFORMANCE 5TANDARD5 AND POLICIES FOR 5TRUCTURAL U5E PANEL5. 5EE DRAWINGS FOR THICKNE55, 5PAN RATIN6, AND NAILING REQUIREMENT5. UNLE55 OTHERN15E NOTED, WALL 5HEATHIN6 5HALL BE 1/2" (NOMINAL) WITH 5PAN RATING OF 24/0. GLUE FLOOR 5HEATHIN6 TO ALL 5UPPORTIN6 MEMBER5 WITH ADHE5IVE CONFORMING TO A5TM 5PECIFICATION D3418. 43. ALL PRE-55URE-TREATED (P.T.) WOOD MEMBER5 5PECIFIED ON THE DRAWINGS THAT OCCUR ABOVE GROUND AND 60NTINUOU5LY PROTECTED FROM MOI5TURE (INTERIOR LOCATION5) 5HALL BE PRE55URE-TREATED WITH DOT 50DIUM BORATE (5BX) WITHOUT Na5i02. AT LOCATION5 PERMANENTLY EXP05ED TO WEATHER OR IN CONTACT WITH THE GROUND, WOOD MEMBER5 5HALL BE PRE55URE-TREATED WITH COPPER AZOLE CA-B (HEM -FIR ONLY), OR ALKALINE COPPER QUAT (A60-6 FOR DOU6LA5-FIR, OR AW-D FOR HEM -FIR) PRE5ERVATIVE5 UNLE55 OTHERWISE NOTED. AMMONIACAL COPPER ZINC AR5ENATE (ACZA) PRE5ERVATIVE, OR OTHER PRE5ERVATIVE5 WITH AMMONIA CARRIER5, 5HALL NOT BE U5ED. 5EE GENERAL 5TRUCTURAL NOTE5 44 AND 46 FOR MATERIAL REQUIREMENT5 OF CONNECTOR5 AND FA5TENER5 IN CONTACT WITH PRE55URE-TREATED MEMBER5. INSTALL 2 LAYER5 OF A5PHALT-IMPRE6NATED BUILDING PAPER BETWEEN UNTREATED LED6ER5, BLOCKIN6, ETC., AND CONCRETE OR MA50NRY. 44. TIMBER CONNECTOR5 CALLED OUT BY LETTER5 AND NUMBER5 5HALL BE "5TRON6-TIE" BY 5IMP50N COMPANY, A5 5PECIFIED IN THEIR WOOD CON5TRUCTION CONNECTOR5 CATAL06 N0. 6-6-2015. ALTERNATE CONNECTOR5 CONFORMIN6 WITH IBC 5ECTION 1116 MAY BE U5E9 5UBJECT TO REVIEW AND APPROVAL BY THE 5TRUCTURAL ENGINEER. A CURRENT I66-E5 REPORT AND A LIST 5TATIN6 THE ITEM -FOR -ITEM 5UB5TITUTION MU5T BE 5UBMITTED TO THE 5TRUCTURAL ENGINEER FOR ANY PROP05ED 5UB5TITUTE5. THE CONTRACTOR 5HALL BE RESPONSIBLE FOR ALL EN6INEERIN6 605T5 RELATIN6 TO REVIEW AND/OR RE-DE5I6N TO ACCOMMODATE PROP05ED 5UB5TITUTION5. IN5TALL NUMBER AND 5IZE OF FA5TENER5 A5 5PECIFIED BY MANUFACTURER. CONNECTOR5 5HALL BE IN5TALLED IN ACCORDANCE WITH THE MANUFACTURER'5 IN5TRUCTION5. WHERE CONNECTOR 5TRAP5 CONNECT TWO MEMBER5, CENTER STRAP ON JOINT AND INSTALL NUMBER AND 5IZE OF FA5TENER5 A5 5PECIFIED BY MANUFACTURER, WITH EQUAL NUMBER AND 5IZE OF FA5TENER5 IN EACH MEMBER. ALL BOLTS IN WOOD MEMBER5 5HALL CONFORM TO A5TM A301. INSTALL WA5HER5 UNDER THE HEAD5 AND NUTS OF ALL BOL75 AND LA6 56REW5 BEARING ON WOOD. ALL 5HIM5 5HALL BE 5EA50NED AND DRIED AND THE SAME GRADE (MINIMUM) A5 MEMBER5 CONNECTED. ALL TIMBER CONNECTOR5 IN CONTACT WITH PRE55URE-TREATED WOOD THAT U5E5 PRESERVATIVE CHEMICAL5 OTHER THAN DOT 50DIUM BORATE (55X) WITHOUT Na5iO2 5HALL BE MANUFACTURED FROM ZMAX STEEL BY 5IMP5ON (6155 STEEL PER A5TM A653), OR TYPE 304 OR 316 5TAINLE55 5TEEL. ALTERNATIVELY, CONNECTOR5 CAN BE P05T HOT DIP 6ALVANIZED PER A5TM A123 OR MECHANICALLY GALVANIZED PER A5TM 6615, CLA55 55 OR GREATER. 5TAINLE55 5TEEL FA5TENER5 5HALL BE U5ED WITH 5TAINLE55 5TEEL CONNECTOR5, AND HOT DIP GALVANIZED FA5TENER5 PER A5TM A153 5HALL BE U5ED WITH GALVANIZED CONNECTOR5. 45. WOOD FRAMIN6 NOTE5: THE FOLLOWING APPLY UNLE55 OTHERWISE NOTED ON THE PRANINC75: A. ALL WOOD FRAMING DETAIL5 5HALL BE CON5TRUCTED TO THE MINIMUM 5TANDARD5 OF THE IBC. MINIMUM NAILING 5HALL CONFORM TO IBC TABLE 2504.1.1 OR CURRENT 166-E5 REPORT NER-212. COORDINATE THE 5IZE AND LOCATION OF ALL OPENIN65 WITH MECHANICAL AND ARCHITECTURAL DRAWIN65. INSTALL WA5HER5 UNDER THE HEA05 AND NUT5 OF ALL BOLTS AND LA6 56REW5 BEARING ON WOOD. IN5TALLATION OF LAG 56REW5 5HALL CONFORM TO 2012 ND5 5ECTION 11.1.4, AND IN5TALLATION OF BOLTS 5HALL CONFORM TO 2012 N95 5ECTION B. WALL FRAMING: TWO 5TUD5 MINIMUM 5HALL BE IN5TALLED AT THE END5 OF ALL WALL5, UNLE55 OTHERWI5E NOTED. IN5TALL 50LID BLOCKING FOR WOOD COLUMN5 THROUGH FLOOR 5PACE5 TO 5UPPORT5 BELOW. ALL STUD WALL5 5HALL HAVE THEIR LONER WOOD PLATE5 ATTACHED TO WOOD FRAMIN6 BELON WITH 16d NAILS AT 1211oc 5TA66ERED OR BOLTED TO CONCRETE WITH 5/8" DIAMETER ANCHOR BOLTS @ 4'-O"oc PER IBC 5ECTION 2308.6 (EMBED T ), UNLE55 OTHERWI5E NOTED. 3" x 3" x 0.221" PLATE WA5HER5 5HALL BE U5ED WITH ALL SILL PLATE ANCHOR BOLT5 AND IN5TALLED PER AFWA 50PW5-2008 5ECTION 4.3.6.4.3. INDIVIDUAL MEMBER5 OF BUILT-UP 5TUD P05T5 5HALL BE NAILED TO EACH OTHER WITH 16d @ 1211oc 5TA66ERED. 6. FLOOR AND ROOF FRAMING: INSTALL 50LID BLOCKIN6 AT ALL BEARING POINT5. TOENAIL JOI5T5 TO 5UPPORT5 WITH TWO 16d NAILS. ATTACH TIMBER J015T5 TO FLU5H HEADER5 OR BEAMS WITH 5IMP50N METAL J015T HAN6ER5 IN ACCORDANCE WITH NOTE5 ABOVE. NAIL ALL MULTI -JOINT BEAMS T06ETHER WITH 16d ® 12"oc 5TA66ERED. ROOF AND FLOOR 5HEATHIN6 5HALL BE LAID UP WITH GRAIN PERPENDICULAR TO 5UPPORT5 AND NAILED A5 5HOWN ON THE DRAWINGS. INSTALL APPROVED PANEL E06E 6LIP5 CENTERED BETWEEN JOI5T5/TRU55E5 AT UNBLOCKED ROOF 5HEATHIN6 ED6E5. ALL FLOOR 5HEATHIN6 E96E5 5HALL HAVE APPROVED TON6UE-AND- 6ROOVE JOINTS OR 5HALL BE 5UPPORTED WITH 50LID BLOCKIN6. ALLOW 1/8" 5PACIN6 AT ALL PANEL E96E5 AND END5 OF FLOOR AND ROOF 5HEATHIN6. TOENAIL BLOCKING TO 5UPPORT5 WITH 16d @ 12"oo. AT BLOCKED FLOOR AND ROOF DIAPHRA6M5, IN5TALL FLAT 2x BLOCKIN6 AT ALL UNFRAMED PANEL E06E5 AND NAIL WITH E06E NAILING 5PECIFIED. IN ACCORDANCE WITH IBC 5ECTION 1604.8.3, DECK5 5HALL BE POSITIVELY ANCHORED TO THE 5TRUCTURE BY MEAN5 OTHER THAN NAIL5 5UBJECT TO WITHDRAWAL. ANCHOR WITH MINIMUM (1) 0516 5TRAP AT EACH END ATTACHED TO DECK J015T5 AND TO A 50LID BLOCKING MEMBER WITHIN THE BUILDING. D. WOOD 5HRINKA6E: THE PLUMBING, FIRE PROTECTION, DRAINAGE, MECHANICAL, ELECTRICAL, CLADDIN6, AND OTHER 5Y5TEM5 IN5TALLED WITHIN THE BUILDING 5HALL BE DE516NED AND CON5TRUCTED TO ACCOMMODATE VERTICAL 5HRINKA6E AT THE WOOD FRAMING LEVELS. THE WOOD 5HRINKA6E AMOUNT 5HALL BE A55UMED TO EQUAL 3/8" FOR EACH WOOD FRAMED FLOOR LEVEL. E. NAILING: MINIMUM NAIL DIAMETER AND LENGTH 5HALL BE A5 FOLLOWS: NAIL 5IZE ON PRANIN65 DIAMETER AND LENGTH 5HEATHIN6 NAIL5 10d 0.148" x 3" (5EE 30/5-606 AT 5HEAR WALL5) FRAMING NAIL5 10d 0.148" x 3" 16d 0.148" x 3 1/4" 46. ALL TIMBER FA5TENER5 IN CONTACT WITH WOOD TREATED WITH ONE OF THE APPROVED PRE5ERVATIVE CHEMICAL5 LISTED IN THE NOTE5 ABOVE, OTHER THAN DOT 50DIUM BORATE (5BX) WITHOUT Na5i02, 5HALL BE P05T HOT DIP GALVANIZED PER A5TM A153. C A J mdhlum 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-41 51 OFFICE (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION I� EDMONDS SCHOOL DISTRICT MADRONA SCHOOL REPLACEMENT 9300 26TH ST. SW, EDMONDS, WA, 98020 ZONE KEYPLAN MARK DATE ISSUE DATE: ISSUE: DESCRIPTION W.- PROJECT NO: S130282-01 DRAWN BY: JZB CHECKED BY: JAW, RJV COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" A GENERAL STRUCTURAL NOTES U 2 3 1H 5 A Sm103 1 1 2 1 3 1 4 1 5 n t 9 C V J o P05T TH15 LEVEL (5EE PLAN NOTE 6) NUMBER OF 5TUD5 IN MULTI -STUD P05T TH15 LEVEL - NAIL TOGETHER PER GENERAL 5TRUCTURAL NOTE5 x'-X" TOP OF 5LAB ELEVATION TOP OF FOOTING ELEVATION x0 FOOTING MARK PER 10/5-302 high �low 5TEP IN FOOTING PER 30/5-301 5TEP IN TOP OF 5LAB APPROX. EXTENT5 OF RADIANT FLOOR 5LAB (4" 5LAB-ON-GRADE A/ IN5ULATION AND TOPPING PER 6/5-301 ) 5PAN DIRECTION OF FLOOR J015T5 7 PER 5GHEDULE TH15 5HEET 5HEAR AALL TH15 LEVEL PER PYX 5GHEDULE OF 30/5-606 HDx HOLDOAN TH15 LEVEL PER 5GHEDULE OF 6/5-606 x STRAP PER 5GHEDULE OF 5-121A DJ5 DOUBLE J015T STRUT A007 J0/57' 504 ,PIJI-E mark description hanger type, U.O.N. in details .!- 11 %8 I -A @ 24"oc IT5 (LBV AT 5LOPED J015T5) J 2 11 �S I -A @ 16"oc IT5 (LBV AT 5LOPED J015T5) J-3 11 �S I -A @ 12"oc IT5 (LBV AT 5LOPED J015T5) J-4 11 %8 I-B @ 12"oc IT5 NOTE5: ALL J015T TYPE5 MAY NOT OCCUR EACH PLAN. VLI 111-1-, V.V.W t. I I"V Y IY 4- Y r-%1 VIN 1 4-IN ✓1 L.VII Nwrx I IVI I✓ LJL•L•Vf 1 ✓1-MLw n 1 III I L.INN/IN ✓I iIVL•✓ V Y I -IN I INI-1- DRAINING CAPILLARY BREAK MATERIAL PER 5PEGIFIGATION5. 5EE ARGHITEGTURAL PRAWIN65 FOR 5LAB PEPRE55ION AND 5LOPE REGUIREMENT5 2. PROVIDE GON5TRUGTION/GONTROL JOINT5 IN 5LAB5 ON GRADE TO DIVIDE 5LAB INTO RECTANGULAR AREA5 225 5QUARE FEET OR LE55. AREA5 SHALL BE APPROXIMATELY 5QUARE AND HAVE NO AGUTE ANGLE5. 5EE 5PEGIFICATION5 FOR ADDITIONAL REQUIREMENT5. JOINT LOGATION5 MU5T BE APPROVED BY THE ARGHITEGT. 5EE 6/5-301 . 3. TOP5 OF ALL FOOTING5 51-10AN IN TH15 PLAN 5HALL BE 1'-6" BELOW TOP OF 5LAB, U.O.N. OVER EXCAVATE AND PLAGE SUITABLE GOMPAGTED FILL A5 DIREGTED BY OWNER APPROVED GEOTEGHNIGAL ENGINEER WHERE REQUIRED. CONTRACTOR 5HALL COORDINATE WITH FINAL 51TE 6RADE5 AND MAINTAIN MINIMUM DEPTH OF FOOT►N65 51-10AN ON THE DRMING5. 4. 5EE ARGHITEGTURAL/MECHANICAL/CIVIL/UTILITIES DRAWIN65 FOR UNDER5LAB PIPING. GOORDINATE FOUNDATION DEPTH5 AND PIPING IN AGGORDANGE AITH 30/5-301. 5. 5TUD WALL5 5HALL BE 2x 5TUD5 @ 16"oc (@ 12"oc AT 5TA66ERED 5TUD AALL5 AND EXTERIOR AALL5 A/ FULL HEIGHT BIRGK VENEER), U.O.N. 5EE ARGHITEGTURAL FOR HALL TYPE5. 5EE 16/5-601 FOR REQUIREMENT5 AT 5TAGGERED 5TUD AALL5. 5EE 30/5-606 FOR 5PEGIAL 5TUD REQUIREMENT5 AT HEAVILY NAILED 5HEAR HALL PANEL ED6E5. 5EE 5/5-601 , 4/5-601 , AND 12/5-601 FOR HOLE5 AND NOTGHE5 IN 5TUD5 AND PLATE5. 6. PO5T5 OR JAMB 5TUD5 5UPPORTIN6 BEAM5 ABOVE 5HALL BE (2) 5TUD5, U.O.N. 1. FLOOR 5HEATHING 5HALL BE 3/" Ti$G PLYWOOD (PANEL 5PAN RATING 48/24). NAIL 5HEATHING AT ALL FRAMED PANEL EDGE5, DIAPHRAGM BOUNDARIE5, 5TRUT5, BLOGKING, AND 5HEAR AALL5 BELOW A/ 10d @ 6"0c. NAIL SHEATHING AT ALL INTERMEDIATE 5UPPORT5 A/ 10d @ 12"00. GLUE 5HEATHIN6 AT ALL 5UPPORT5 A/ ADHE5IVE GONFORMING TO A5TM 5PEOFIGATION D34g8. S. FLOOR J015T5 5HALL BE PER 5GHEDULE TH15 5HEET. MECHANICAL LEVEL FRAMING PLAN 1 /8" = 1'-0" mdhlum 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-41 51 OFFICE E (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC COUGHLIN MECH'L UNIT PORTER MAX. AT. = 3,000# LU N D E E N 801 SECOND AVENUE - SUITE 900 11 SEATTLE, WA 98104 602 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION 12 MECH'L UNIT MAX. AT. = 4,200# MECH'L UNIT MAX. AT. = 2,400# 9 C V J 11 Edmonds SCHOOL DISTRICT Each student learning, every .. EDMONDS SCHOOL DISTRICT MADRONA SCHOOL REPLACEMENT 9300 26TH ST. SW, EDMONDS, WA, 98020 I BI � I I I D; D ;D I ZONE KEYPLAN MARK DATE DESCRIPTION ISSUE DATE: 09 JANUARY 2017 ISSUE: BUILDING PERMIT PROJECTNO: S130282-01_ DRAMBYE-- ------------------------- JZB- CHECKED BY: JAW, RJV COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" A FOUNDATION PLAN ZONE A U FOUNDATION PLAN - ZONE A 1/8" = 1'-0" 2 3 1H 5 11 x al I & W-A %A. 2 co 0? 2 O c) mahlum 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION 11 Edmonds SCHOOL DISTIZICT Each student learning, every day! EDMONDS SCHOOL DISTRICT MADRONA SCHOOL REPLACEMENT 9300 26TH ST. SW, EDMONDS, WA, 98020 lip] 1p A Di D DI ZONE KEYPLAN MARK DATE ISSUE DATE: ISSUE: DESCRIPTION 09 JANUARY 2017 N. F III 13 ffifyin MOT AT M PROJECT -NO: S1302-82--01- DRAMBYE-- ------------------------- JZB- ,CHECKED BY: - JAW, RJV - COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" FOUNDATION PLAN ZONE B 0 Amol 1 1 2 1 3 1 4 1 5 1 6 t 9 C V J E �G MATGHL/NE 5,EE 5-111,7 FOUNDATION PLAN - ZONE C 1 /8" = 1'-0" nb u� iul 61 '-0" M iED 5LAB5 AT YNALK 5 PER ARGH'L, TYP. - -I'L FOR LOGATION5 MATCHL/NE SEE 5-11117 5EE 5HEET 5-201 FOR PLAN NOTES $ LEGEN05 Ni- I b W-A mdhlum 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-41 51 OFFICE E (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 2 24-403 2 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION 9 11 n Edmonds SCHOOL DISTRICT Each student learning, every day! EDMONDS SCHOOL DISTRICT MADRONA SCHOOL REPLACEMENT 9300 26TH ST. SW, EDMONDS, WA, 98020 C I i B I n I A I DI D D B ZONE KEYPLAN MARK DATE DESCRIPTION ISSUE DATE: 09 JANUARY 2017 ISSUE: BUILDING PERMIT PROJECT NO: S130282-01 DRAWN BY: JZB CHECKED BY: JAW, RJV COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" A FOUNDATION PLAN ZONE C 1 1 2 1 3 1 4 1 5 1 6 2 3 11 5 n. mahlum t X c V %A. A 2 co 0? 2 O O io FOUNDATION PLAN - ZONE D im 5EE SHEET 5-201 FOR PLAN NOTES $ LEGENDS 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE E (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (5 03) 2 24-403 2 OFFICE (5 03) 2 24-0918 FAX X c V MAHLUM ARCHITECTS INC NR,IJ,Ll 1014 AV 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION 11 Edmonds SCHOOL DISTIZICT Each student learning, every day! EDMONDS SCHOOL DISTRICT MADRONA SCHOOL REPLACEMENT 9300 26TH ST. SW, EDMONDS, WA, 98020 ZONE KEYPLAN MARK DATE 14 ISSUE DATE: ISSUE: a al I & W-A DESCRIPTION 41, so i " M.-W, PROJECTNO: S1302-82--01- DRAMBY�-- ------------------------- JZB- CHECKED BY: JAW, RJV COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" A FOUNDATION PLAN ZONE D 2 3 1H 5 1 6 t 9 C V J DPI ry m L RN '\\V '> 26> -602 GL YW2 [L] MA7 1 SEE 5-1218 i i i ko w LU kD m LL- w —! z 11' LU O p Ll n- LU O � Q 0 IL O - - - - - ------------------------.. - - - - - - - - - - - - - - - - - -i 10 Ln Ln Lv � O 11 L 51 18 [H] 1 1 i 5-603 ® ® i i i ® B 1 GL 5/ax18 [H] GL 5/ax18 [H] GL 5/ax12 [L] GL 5%aX12 [L] GL 5;W2 [L] FRAME OPEN►N65 i i i L 5 Yax16 Y2 [H] 30 _ _ _ _ MATGHL/NE 5EE 5 -12 13 I I I I 5-602 GL 5 Y 12 [L] IN DECK PER I 22 12/5-502 , TYP. i i i 7 p [H] [L] 5-502 5 602 6" SEISMIC JOINT GL 5Yax131/2 i � [H] [L] G] C X X GL 5Yax13Y2 [H] ISID OPENkD m �►- i i i A10x1q [H] [L] < —` 11 -� STRUT �_� HUNG BA5KETBALL HOOP w ------ cy O II I � r� X w i i I L 5-503 5UPPORT PER 10/5-502 0 0 m i i i ►i Q i i i METAL ROOF DECK v 6 PER PLAN NOTE 6 o Ga GL 5Yax131/2 5-602 TYP. AT GANOPIE5 -A GL 5YW3Y2 [H] ii 5-605 I 5-603 ® ® O —► ii i ® � � x x �y F— UA II I to II 6 I -A M9 ks) ii I 5-602 i kD kD ridge ;; GL 5YW3Y2 � � r GL 5YW3Y2 [H] 10 25 21 " I 5-602 5-602 5-503 [H] ILI q8" TRU55 DEPTH AT RIDGE, TYP. 5HEATHING PER I PLAN NOTE 1, U.O.N. u 7 a —L A10x1q [H] i [L] 5TRUT _ I MECH'L UNI . 11 -'----------- `-' i _# 5-503 MAX. AT = ACOU5TICAL METAL Ga GL 5IW3Y2 [ (— - - B /12 ROOF DECK PER t1 r 1a PLAN NOTE 6 LU GL 5Y' 131/2 [H] 5-602 x x� 5-503 I I A14x30 26 >-602 GL 5YaX12 [L] [L] ; SS 21 24 v � o �N ry d- 11 �d- 5-603 21 12 [HI � CO " I q 2a 21 .9 .9 (—tn GL 5 Y 21 DIAG. TEN51ON BRAGING 71A6. TEN51ON BRACING " I I -,I T5-35002 _ i v ,i 6" 5EI5MIG JOINT PER 24/5-60 ER 24/5-604r24 GL 5 3/G�5------ -------------------------- 2 [H] ------ - 30 ______- W14x 2 [H] W1 x22CH]__ ______________- W1 x22 [H] ________== B-_ -- - - —B ---- -- ---------------------------- � 5-62 A1422 (H] --- - ------------------------------- -------ILI------ L 5YXq [L] � 24 2330 5-501 [H[H] 5-502 [Lts) [HI 5-604 20'-0"10 II i to m I —II 18 i 1 , � , 12 -0 _ 5-603 �ii J ' �III o sii� J 5HEATHING PER �I i `� ii&L 5!W2 GL 5YaX25Y2 __________ =i PLAN NOTE 1, U.O.N. _____________ �I I ~I I II I I I I ridge22 I II „ II II 21 i 5-603 5-603 GL 5Yx16Y2 (D) ___J I GL 5Yax16Y2 (D) GL 5Yax16Y2 CC C-___ 11 I ii ® ® ® A J015T5 PER 56HEDULE B =i o TH15 5HEET :11!-56L5YX10Y ______________ (2)2X12 (D) _____ ______ _______ (2)2X12 (D) 's'�i FRAMING PER 12/5-604 AT = --------------� C7 C7 C-----� -------DCC C-------n ❑ III O I_ GL ROOF FRAMING PLAN - ZONE A 1 /8" = 1'-0" FALL ARRE5T ANGHOR5 - 5EE ARGH'L FOR LOCATION5 �d\ 22 is 5-603 5Y q GL 51 axq I- �-_ J ts) .._.GL ..__-- ---J-------------- . . - YG5 27 12'-0" GL5Y q GL5Yxq GL.5Yxq GL.5Yxq GL.5Yxq _ GL5Yxq GL 5Yxq GL 5Yaxq GL 5Yax15 -- v�- ----- - ------------------ _____ __ _ __ ____ ___. 2a 5-602 5-603 noc.p JO/5T 5GHF17UL� mark description hanger type, U.O.N. in details J 1 11 %a I -A @ 24"oc IT5 (LBV AT 5LOPED J015T5) J-2 11 %a I -A @ 16"oc IT5 (LBV AT 5LOPED J015T5) J-3 11 Ya I -A @ 12"oc IT5 (LBV AT SLOPED J015T5) J-4 11 %a I-B @ 12"Oc IT5 NOTE5: ALL J015T TYPE5 MAY NOT OGGUR EAGH PLAN. 57'RAP 5GHE IJI-E mark description comments ® GM5T12 x 6'-6" U.O.N.-PER PLAN 51PE OF DOUBLE TOP PLATE TO 51PE OF DOUBLE TOP PLATE/T.O. BEAM TO RIMBOARD/BLKG. OVER 5HEATHING ® GM5T14 x 6-0" U.O.N. PER PLAN 51DE OF DOUBLE TOP PLATE TO 51DE OF DOUBLE TOP PLATE/JO15T TO J015T OVER 5HEATHING/BEAM TO DOUBLE' TOP PLATE OVER 5HEATHNG NOTE5: ALL 5GHEDULED 5TRAP TYPE5 MAY NOT OCGUR TH15 PLAN. LEGEND: - - 5PAN DIREGTION OF GONN. PLATE TRU55E5 (5EE PLAN NOTE 3) ❑ P05T BELOW E__=====7 5TRU6TURAL WALL BELOW TH15 LEVEL 5TEP IN TOP OF ROOF 5HEATHIN6 (xxx,xxx) (TOTAL LOAD/ LIVE LOAD) FOR J015T DE516N IN LB5. PER FOOT, 5EE GENERAL 5TRUGTURAL NOTE 41 FOR ADDITIONAL REGUIREMENT5. TL=xk TOTAL LOAD (KIP5) LL=xk LIVE LOAD (KIP5) (0) DROPPED BEAM 5PAN DIREGTION OF ROOF J015T5 PER J015T 5GHEDULE TH15 5HEET 30 5E15MIG FORGE RE515TIN(5 5Y5TEM LEGEND: (5EE GENERAL 5TRUGTURAL NOTE 13) 5TRUT FRAMING MEMBER NAILED A5 5TRUT PER PLAN NOTE5 5TRUT TRU55 TRU55 DE5I6NED BY TRU55 MFR. TO (xk/x"oc) TRAN5FER xk (LRFO) LATERAL FORGE FROM TRU55 TOP CHORD TO TRU55 BOTTOM CHORD. NAIL 5HEATHING TO TOP CHORD A/ 10d @ x"oc DIAPHRAGM DIAPHRAGM AT TH15 LEVEL CON515T5 OF THE ROOF 5HEATHING PER PLAN NOTE 1. (ROOF DEGK PER PLAN NOTE 6 WHERE OCCUR5) >' BLOCKED DIAPHRAGM PER PLAN NOTE 2 DJ5 DOUBLE J015T 5TRUT x 5TRAP PER 5GHEDULE TH15 5HEET 25 PLAN NOTES: we 1. ROOF 5HEATHING 5HALL BE 1 Ya' TiG PLYWOOD (PANEL 5PAN RATING 52/16). NAIL 5HEATHING AT ALL FRAMED PANEL EDGE5, 5. BEAM5 OVER DOOR5 AND AINDOA5 5HALL BE (2)2x8 AND DROPPED BELOW 5TUD WALL TOP PLATE DIAPHRAGM BOUNDARIE5, 5TRUT5, BLOCKING, AND SHEAR WALL5 BELOW A/ 10d @ 41/2'Oc. NAIL 5HEATHING AT ALL PER 18/5-601, U.O.N. INTERMEDIATE 5UPPORT5 YV/ 10d @ 12"oc, U.O.N. 6. ROOF DECKING 5HALL BE 1 Y2' DEEP PER 6/5-502 2. AT AREA5 INDICATED A5 BLOCKED DIAPHRAGM, PROVIDE 2x FLAT BLOCKING (PER GENERAL 5TRUGTURAL NOTE5) AT ALL UNFRAMED PANEL ED6E5. NAIL 5HEATHING AT ALL FRAMED PANEL EDGE5, DIAPHRAGM BOUNDARIE5, 5TRUT5, BLOCKING, 7. 5TEEL MEMBER5 5HALL BE 5PACED EQUALLY A5 51-10AN, U.O.N. AND SHEAR AALL5 BELOW A/ 10d @ 4"oc. NAIL 5HEATHING AT ALL INTERMEDIATE 5UPPORT5 A/ 10d @ 12"oc. S. J015T MANUFACTURER 5HALL DE516N J015T5 FOR THE ALLOWABLE UNIFORM LINE LOAD5 IN POUND5 PER LINEAR 3. ROOF FRAMING 5HALL BE CONNECTOR -PLATE TRU55E5 (DOUG FIR TOP CHORD) @ 48"Or, , U.O.N. TRU55 MANUFACTURER FOOT INDICATED ON PLAN (TOTAL LOAD, LIVE LOAD) WHICH INCLUDE AN ALLOWANCE FOR THE WEIGHT OF THE 5HALL PROVIDE ALL TEMPORARY AND PERMANENT TRU55 BOTTOM CHORD BRAGING AND BRIDGING AND RELATED J015T5, IN ADDITION, DE516N FOR ALLOWABLE CONCENTRATED LOAD5 INDICATED ON PLAN OR DETAILS, AND CONNECTION DETAIL5. REFER TO ARGH'L PRMINC75 FOR GENERAL TRU55 HEI6HT5 $ GONFI6URATION5. REFER TO GENERAL UPLIFT FORGE5 PER GENERAL 5TRUGTURAL NOTE 41. FOR J015T5 DENOTED "5TRUT" DE56N FOR TOP CHORD 5TRUGTURAL NOTE5 FOR OTHER REQUIREMENT5. TO RE515T FACTORED (INGLUDING 0 0) EARTHQUAKE LOAD5 5HOAN. WHERE J015T5 5UPPORT HUNG MEGH'L EQUIPMENT AND PIPING, IN5TALL ADDITIONAL WEB MEMBER5 PER J015T MANUFACTURER A5 REQUIRED. 5EE 4. 5TRUGTURAL ORAWIN65 DO NOT 51-10A ALL LOCATION5 OF MECHANICAL UNIT5, PIPING, OR OTHER EQUIPMENT (REFER TO GENERAL 5TRUGTURAL NOTE 41 FOR ADDITIONAL REGUIREMENT5. ARCHITECTURAL/MEGHANIGAL DRAAIN65). THE CONTRACTOR 15 RE5PON51BLE FOR COORDINATING THE FINAL AEI6HT5 AND LOGATION5 OF THE UNIT5 (INGLUDING 5PECIFIC SUPPORT LOADS AND CONFIGURATION5) AITH THE WOOD J015T OR TRU55 MANUFACTURER PRIOR TO FABRICATION IN ACGORDANGE WITH GENERAL 5TRUGTURAL NOTE 41. ADDITIONAL TRU55E5 5HALL BE PROVIDED FOR 5PEGIAL LOAD5 AND OPENINC75 A5 REQUIRED. THE GENERAL CONTRACTOR 5HALL COORDINATE WITH THE MECHANICAL CONTRACTOR TO DE516N, 5UPPLY, AND IN5TALL ALL HAN6ER5 AND 555MIC BRACING FOR MEGHANIGAL 5Y5TEM5 AND HUNG PIPING (INCLUDING COMBINED MULTIPLE PIPE RUN5) PRIOR TO J015T OR TRU55 FABRICATION. 5EE GENERAL 5TRUGTURAL NOTE q AND MECHANICAL 5PECIFICAT►ON5 FOR ADDITIONAL INFORMATION. Ni- I s. & r-A mdhlum 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-41 51 OFFICE E (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 2 24-403 2 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION 9 C 11 7 Edmonds SCHOOL DISTRICT Each student learning, every day! EDMONDS SCHOOL DISTRICT MADRONA SCHOOL REPLACEMENT 9300 26TH ST. SW, EDMONDS, WA, 98020 I BI � I I I D; D ;D I B ZONE KEYPLAN MARK DATE DESCRIPTION ISSUE DATE: 09 JANUARY 2017 ISSUE: BUILDING PERMIT PRQJECTNO: S130282-01_ DRAiNN .BYE---- --------- --------------- JZB- CHECKED BY:_ JAW, RJV COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" A ROOF FRAMING PLAN ZONE A 1 1 2 1 3 1 4 1 5 1 6 %A. 2 co 0? 2 O c) mahlum 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION 11 Edmonds SCHOOL DISTRICT Each student learning, every day! EDMONDS SCHOOL DISTRICT MADRONA SCHOOL REPLACEMENT 9300 26TH ST. SW, EDMONDS, WA, 98020 lip] 1p A Di D DI ZONE KEYPLAN MARK DATE ISSUE DATE: ISSUE: DESCRIPTION 09 JANUARY 2017 N. F III 13 ffifyin COT AT M PROJECT -NO: S1302-82--01- DRAMBYE-- ------------------------- JZB- ,CHECKED BY: - JAW, RJV - COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ROOF FRAMING PLAN ZONE B %A. 2 co 0? 2 O c) mahlum 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION 11 Edmonds SCHOOL DISTRICT Each student learning, every day! EDMONDS SCHOOL DISTRICT MADRONA SCHOOL REPLACEMENT 9300 26TH ST. SW, EDMONDS, WA, 98020 ZONE KEYPLAN MARK DATE ISSUE DATE: ISSUE: ------- ------- Di D 'Di DESCRIPTION 09 JANUARY 2017 N. F III 13 ffifyin COT AT M PROJECT -NO: S1302-82--01- DRAMBYE-- ------------------------- JZB- ,CHECKED BY: - JAW, RJV - COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ROOF FRAMING PLAN ZONE C S-121 C mahlum 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION 11 Edmonds SCHOOL DISTRICT Each student learning, every day! EDMONDS SCHOOL DISTRICT MADRONA SCHOOL REPLACEMENT 9300 26TH ST. SW, EDMONDS, WA, 98020 ZONE KEYPLAN MARK DATE DESCRIPTION ISSUE DATE: 09 JANUARY 2017 ISSUE: B U I L DIV'_ ii I rr PROJECTNO: S1302-82--01- DRAMBYE-- ------------------------- JZB- CHECKED BY: JAW, RJV COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ROOF FRAMING PLAN ZONE D S-121 D E U 1 2 3 4 5 6 CONTROL JOINT5 5EE ARGH'L FOR PER 5PEGIFIGATION5 24 • #4 x �4 @ 18"oc LOGATION5 OF DEPRE55ED 5LAB5 5EGOND POUR FIR5T POUR GUT ALTERNATE W.W.M. WIRES TOPPING 5LAB IN5ULATION AT JOINT (GONTINUE REBAR PER ARGH'L. AT RADIENT • (1)# 4 EA. N05E 5LAB-ON-GRADE DEPTH OF DEPRE5510N 5LAB-ON-6RADE BURKE "KEYED KOLD° FLOOR AREA5. 5EE PLAN THRU JOINT WHERE OCCURS) PER PLAN PER ARGH'L PER PLAN JOINT - 5TOP ALL REINF. FOR LOGN'S • 1.5 t MAX. 1" GLEAR OF JOINT EAGH 5LAB-ON-6RADE SIDE PER PLAN Y x 77�- E #4 @ 18"oG E.W. o °o°000 �o o� OO O o000OOo� o E • o °° °Oo °OovUv� 00 oa oQQ °�°�MOo O°O o �o°O� °ooOO O/�O o0°OZ o0°OOO • 1'-0" W.W.M. OR REBAR VAPOR BARRIER AND VAPOR BARRIER AND MIN, PER PLAN GOMPAGTED GRANULAR GOMPAGTED GRANULAR NOTE: GAPILLARY BREAK MATERIAL CAPILLARY BREAK MATERIAL CONFIGURATION OF PER PLAN AND SPEGIFIGATIONS PER PLAN AND SPEGIFIGATIONS STAIR (INCLUDING TREAD (2)#4 BOTTOM • AND RISER DIMENSIONS) CONSTRUCT/ON JOINT CONTROL JOINT PER ARGH'L 6" MIN. 1 2 Stair On Grade 3 Slab Step 4 Slab Joint 6 5LAB-ON-6RADE 5LAB-ON-6RADE PER PLAN PER PLAN (2)#4 GONT. el. per plan . 5TEP5 PER ARGH'L +, x x x x 24 0 00°0°00°14?6-°0 ° #4 @ 12"oc 5LAB-ON-GRADE D ; 'a 18 PER PLAN FIN15HEP GRADE D el. per plan #3 x @ 12" oc #3 x @ 12" oc x x x x 18 O °moo o° PI o ' - x x x x e o o° 0 O 0 �o o�oo�° 00 0 all'/2' EXPAN51ON JOINTftA t+21, (1)#4 GONT. TOP & BOT. • 7 8 9 10 Slab Step 11 Thickened Slab Ed9e 12 5TAIR 5TRIN6ER s 5TEP MEGH'L UNIT WHERE OGCUR5 BOARD PER 5/5-602 - 5EE GENERAL 5TRUGTURAL FRT 5TAIR TREAD5 AND R15ER5 PER ARGH'L NOTE q FOR ANGHORAGE TZ CORNER BAR5 TO CORNER BARS TO MATGH REGUIREMENT5 MATGH HORIZ. REINF. GRO55 WALL HORIZ. REINF. 15 (ALT. HOOKS) #3 x -I @ 18"oc @ PERIMETER A35 AT EA. 5TRIN6ER EPDXIED TO 5LAB - 2'/4" EMBED #4 @ 18" oc P.T. 2x6 5ILL PLATE5 EA WAY 5LAB-ON-6RADE PER PLAN _ • 5LAB-ON-GRADE W/ %1 EXP. BOLT5 IN5TALL PRIOR TO MEGH'L 0 PER PLAN @ 36"oc. (EMBED 3") PAD x x x x - x-_ x x x x x x_________ x _____r ________x ____ x__ x_____ _x _x x x x x ADDITIONAL WALL OR o° ° o°a o°o o� o °o go°o �° °0 0 0 °g o VERT. BAR5 FOOTING o 4 (VERIFY W/ PER PLAN P.T. 2x10 5ILL PLATE5 MEGH'L/ELEGTRIGAL) W/ %" � EXP. BOLT5 NOTE: 5EE MEGH'L � ARGH'L DRAWINGS (2)#5 BOT. @ 24"oc. FOR PAD LOGATION5. PADS NOT ALLOWED ON ELEVATED FLOOR WITHOUT APPROVAL PL�rN Y/FI�Y 2,_0�� FROM ENGINEER OF RECORD. THIGKENED 5LAB PER 13 14 15 PLAN - EXTEND 1'-0 BEYOND 5TRINGER5 16 Mech'I Housekeeping Pads 1 7 Wall Corner Bars 1 8 p g EA. END 3'-0" MIN. D CONCRETE OR GMU WALL (1)#5 DIAGONAL • • , ADDL. AT GONCRETE . WALL5 ONLY • • . • STEEL COLUMN INFILL GONG. TO BE to PER PLAN GA5T AFTER PLAGEMENT OF COLUMN X <C m NORMAL FOOTING B • ' ' ' REINFORCING01 B a ' ADDL. BAR5 TO • ' • . • • MATGH NORMAL '/2" 150LATION JOINT s,, (1)#4 GTRD. IN 5LAB, TYP. ��' • REINFORCING Q AROUND COLUMN, 5TOP 5HORT OF JOINT TYPICAL GON5TRUGTION/GONTROL LINE OF EXCAVATION JOINT5 PER 6/5-301 NORMAL FOOTING PLAN VIFAY REINFORCING - 1 9 20 21 22 SteP -on-Grade 2 3 Control Joint At Steel Column 2-%D GONCRETE OR GMU WALL ' � W -,% -117 O v o-117 A - A PIPE 5LEEVE5 A5 0 O EXGAVATION NOT _ REQD. - ADJAGENT m ALLOWED BELOW PENETRATION5 SHALL TH15 LINE BE 5PAGED A MIN. OF (4) DIAMETER5 ON GENTER UNLE55 OTHER-2 -0 MIN. 1-6 MINIlk. 11 le- N15E APPROVED BY THE 5TRUGTURAL ENGINEER 25 26 27 28 Pipe Sleeve30 1 2 3 4 5 6 mdhlum 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-41 51 OFFICE (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION 11 DISTRICTEdMonds SCHOOL Each student learning, every .. EDMONDS SCHOOL DISTRICT MADRONA SCHOOL REPLACEMENT 9300 26TH ST. SW, EDMONDS, WA, 98020 ZONE KEYPLAN MARK DATE DESCRIPTION ISSUE DATE: 09 JANUARY 2017 PROJECT NO: S130282-01_ DRAWN BY: JZB CHECKED BY: JAW, RJV COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" TYPICAL CONCRETE DETAILS Sm301 E TO It W/ '/4' 4 PER PLAN m _ FILLET ALL -� AROUND PER PLAN T.O. CONCRETE WALL u NOTES: OR FOOTING PER PLAN 1/4 0 1. INSTALL OFFSET BASE It AT WALL ENID5 AND CORNER (3)#4 CONT. BOT. - "''`� BASE it AT WALL GORNER5 WHERE REQUIRED. EQ. 8" EQ. FTC. � REINF. DOUBLE HEAVY NOM. I PER PLAN HEX NUT AT (4)3/"� ANGHOR BOLTS - q" BOLT EMBED 2. WHERE OFFSET TYPE II BASE It 15 REQUIRED, EMBEDDED END - (CONFIGURATION VARIES) " TRUNGATE (1) 51PE AND INSTALL (2) BOLT 1 2 Can Washin CMU Wall 3 4 DOUBLE NUT OR HEADED 6 g CONNECTION AT OPPOSITE SIDE A5 SHOWN. ANGHOR BOLT FOR GALL -OUTS IN COMMON 5EE DETAIL 12/5-302 I t-4 COLUMN , I 1$ FOOTING MARK 5/ZE R,E/NFORC/NG O 3'-0" x 3'-0" x 12" (05 E.W. BOTTOM O 4'-0" x 4'-0" x 14" (5)#5 E.W. BOTTOM O 5-0" x 5-0" x 16" (7)#5 E.W. BOTTOM 1 2 3 4 5 6 r —Pa r TRUNCATE BASE It COLUMN 51ZE TYPF' / TYPE # THICKNE55 L A L IN H55 3x3 q" 6" 15" 5" Y2' H55 4x4 12" �" 16" 5" '/2' H55 5x5, 514 5TD. PIPE 12" T 11" 5" �2' H55 6x6 12" T 18" T 3/" H558x8, 514 5TD. PIPE 14" q" 20" q" 3/" I STEEL COLUMN PER PLAN I ISOLATION JOINT I � I BA5E It PER 6/5-302 DEPTH PER SCHEDULE OF I PER 24/5-301 10/5-302 (1'-4" MIN. WHERE (TYPE 1) I HOEDOWN PER 5/5-606 OR j SLAB -ON -GRADE EL. 10/5-606 OCCT.O. FOOTING URS) I I PER PLAN I I PER PLAN D D I 3, 5LAB-ON-GRADE I PER PLAN TYF./,, L - x x x x x x x x x x x x x x x �o 00 II II o o° go 0 O o0o Q ° V° = °� O° o� 0 LU W fO o o0W _l II II N II i II • • CIL- • • Q O Q o REINF. PER 5GHEDULE REINF. PER OF 10/5-302 SCHEDULE OF 10/5-302 FOOTING 51ZE PER 5GHEDULE OF 10/5-302 7 8 9 10 FOOTING 51ZE PER 5GHEDULE 10/5-302 11 12 NOTE: 5EE 14/5-302 WHERE HOEDOWN 5EE 50/5-605 FOR 5EI5MIG OGGUR5 ON PLAN JOINT REQUIREMENTS i I I 5TUD WALL PER PLAN I i I I I I ANGHOR BOLTS PER GENERAL STRUCTURAL HOEDOWN PER (4)#4 LONG. GONT. ; RATED WALL FINISHES NOTES (PER 30/5-606 AT 6/5-606 i TOP PER ARGH'L-�TE5HEAIR VVPAER50/5-606 SHEAR WALLS) EMBED 3 MIN. BELOW BOT. OF 5LAB (2)#4 GONT. TOP I$ BOT. C C x x ______x 2x P.T. PLATE (3x P.T. PLATE x x ..x x x _ x_ _x-. .x_._._._._._._._. x x•_ l i x• x x x x x x x x, --- �--�' � 1 I I I A5 REQD. PER 30/5-606 ) 1 ° o o�°o o°�o o °°o off° 1 o°�o o °° 0 Oo°o 0°00 0 00 Oo &^ 00 x x x x x x.-.4- —44-_ x• x x, x x x x x x x x. �-H-_x--4 �x x. x x. x x x x x x • x.—{ {—x • x x x x jj �° moo JJ (�' °oo� °� �°0 0°C% o O�oo JJ (�' oo°� °° ° ° °�°0 (� Ob°Do 0��°0 �0 0 Ooo 000 • • • • • • 4x U @ 12"oc --- -- ----- ---- J THREADED ROD PER 5/5-606 5PREAD FTC. PER PLAN • 2'_0 1'-0" TYP. (1'-4" AT WHERE OCCURS SEE FOR GALL -OUTS `--- -- - ------ FOR GALL -OUTS 2'-011 (2)#4 GONT. BOT. FOR GALL -OUTS FOR GALL -OUTS ��;� SHEAR WALLS, U.O.N.) 1'-6" 11/5-302 C4 IN COMMON 5EE 77 IN COMMON 5EE IN COMMON 5EE IN COMMON 5EE 13 DETAIL 15/5-302 5PREAD FTC. PER PLAN 14 DETAIL 18/5-302 15 DETAIL 18/5-302 1 6 DETAIL 18/5-302 17 1 8 WHERE OGGUR5 - SEE 11/5-302 C� CD COL. PER PER PLAN ARCH'L I I I I STEEL GOL. PER PLAN I I I I WINDOW 5Y5TEM II PER ARGH'L I I I I BLOCK OUT STEM WALL A5 REQ'D TO INSTALL x x 0 COLUMN x x x•• B °o o�x g B 5PREAD FTC. PER o o °° o 12/5-302 GENTERED Rr-i nw r.111 I IVIQ L i... i.•V! l VVi.•VI-1 II I I I II I I I I —, ' ' I I • J I o01 �d I • • • • ------------ -----------I FTC. PER 24/5-302 BEYOND - REINF. GONT. FOR GALL -OUTS THRU 5PREAD FTG _ FOR GALL -OUTS 19 20 21 22 IN COMMON 5EE ` DETAIL 24/5-502 1$12/5-302 23 IN COMMON 5EE DETAIL 50/5-502 24 _rY-r_ (6") 5TUD WALL PER PLAN WINDOW 5Y5TEM 2x P.T. PLATE (3x 1.4 SHEATHING PER 50/5-606 I PER ARGH'L P.T. PLATE A5 REGD. AT SHEAR WALLS VENEER ANGHORS PER 30/5-606 ) PER 10/5-601 ANGHOR BOLTS PER �" EXPAN51ON JOINT 2 GENERAL 5TRUGTURAL kj��jl el. varies per arch I NOTES (PER 30/5-606 • ; / MA50NRY VENEER 5LAB-ON-GRADE AT SHEAR WALL5) ITgul . ITE] III i PER ARGH L PER PLAN _ (2)#4 GONT. TOP �7 J A x x x x x x o� � O °0 oo°°o °� o —x .x x.... .x x x 0� � O °0 oo°° o x x x x x x • • 0� � O °° oo°° °°ogo x x x x x._x oo O °0 oo°° A • • - Z � i #4 @ 12"cc HORIZ. _ cl. Ncl Mall ° o , I o - #4 VERT. @ 18"oc ° ............. oo°b (ALT. HOOKS) - oob mdhlum 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-41 51 OFFICE (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION 11 Edmonds SCHOOL DISTRICT Each student learning, every .. EDMONDS SCHOOL DISTRICT MADRONA SCHOOL REPLACEMENT 9300 26TH ST. SW, EDMONDS, WA, 98020 ZONE KEYPLAN MARK DATE ISSUE DATE: ISSUE: DESCRIPTION 09 JANUARY 2017 1 l ' MOT1l PROJECT: S130282-01_ DRAWNBYE - ------------------------- JZB- CHECKED BY: JAW, RJV COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" FOUNDATION DETAILS U EO, 8" EQ. 6" 6" 2" FTG. DRAIN PER EQ. EQ. GIVIL WHERE OGGUR5 5PREAD FTG. PER 6" FOR GALL -OUTS FOR GALL -OUTS _ FOR GALL -OUTS 10/5-302 WHERE OCCURS (8' AT 51 .) (2)#4 GONT. BOT. IN COMMON 5EE IN COMMON 5EE IN COMMON 5EE 1-6„ - CONTINUE THRU 25 26 DETAIL 28/5-302 27 DETAIL 30/5-502 28 DETAIL 30/5-302 29 5PREAD FTG. 30 WHERE OGGUR5 1 2 3 4 5 6 E U 1 2 3 4 5 6 1" RADIU5 D/3 � t CORNER5 HOLE5 MAX. 6 3-6 NOTES: FAGS OF 5UPPORTING - MEMBER 1. CONTRACTOR SHALL COORDINATE 5IZE5 AND LOCATION5 OF ALL BEAM 3" MAX Size per schedule - PENETRATIONS W►TH MECHANICAL DRAWING5. ALL PENETRATION5 LARGER 1 y2, see .5004 for 3/6 1" RADIU5 GORNSRS THAN 2" � SHALL BE 5HOWN ON 5HOP DRAWING5 OR 5KETCH55 AND 5HALL skewed connections 1 BE 5UBM17ED TO THE ENGINEER FOR APPROVAL. FIELD GUTTING NOT top s bot. D/3 HOLES MAX. PERMITTED WITHOUT APPROVAL. Q Q s ea. side Q 11/4 BEAM SIZE 2. OPENIN65 MAY OCCUR IN MIDDLE HALF OF BEAM LENGTH ONLY. 12" M4N• 5EE 1/5-501 FOR OPENIN65 OUT51PE TH15 AREA. @ 3"OG PER PLAN m Q 16 1 1 /4 E = o ���� 3. NO GUTTING 5HALL OCCUR IN TOP OR BOTTOM QUARTER OF BEAM DEPTH. Q 5" 2/3 D 5" 4" MIN, to SIZE 3/b 2 MAX 4. ADJACENT OPENIN65 5HALL BE 5PACED AT THE LE55ER OF 12" OR 2.5x ea. corner DOUBLER t %" LARGER OPENING 51ZE, EDGE TO EDGE. 5TANVAR,P BEAM CAPAC/T/E5 CONNECT/ON 5GHEDULE (5EE NOTE 2) BEAM 51ZE BOLT SIZE NO, OF BOLT5 PLATE WELD MAXIMUM REDUGED (A325N) U.O.N. THIGKNE55 51ZE (LRFD) (LRFD) W8, W10, G8, C10 3/41Q 2 1/4' 3/6' 24k 17k WT7 THRU 1,IIIIIIIT10.5 1,1111,112, 11111,114, 1,IIIIIIT12, G12 3/41� 3 1/4' 3/1 ' 38k 28k 1,",116 3/4 V 4 1/4' 3/6' 52k 31k YV 18, 1,11111121 3/41Q 5 1/4' 3/16' 65k 41k W24, N21 3/11� 6 1/4' 3/16' 77k yak W30, 1"1"133 3/41Q 7 1/4' 3/1 ' Sgk 6gk ONE SIDE, U.O.N. 5. MAXIMUM 5IZE5 OF OPENIN65 5HALL BE D/3 � OR 0/3 X 2/3 D. SHEAR PLATE SIZE NOTE5: NOTE5: 2/3 D MAX. AND BOLT5 PER 1. 5EE 12/5-501 FOR HIGH LOAD GONNEGTION5 WHERE 5PEGIFIGALLY NOTED ON PLAN 1. PENETRATION5 5HALL MEET CRITERIA NOTE5 1, 3, 4, 5, AND 7 OF TYPICAL 6. NO OPENIN65 5HALL OCCUR WITHIN 12" OF AN ADJAGENT BEAM CONNECTION. SCHEDULE (5EE LEGEND ON PLAN 5HEET5) OR DETAIL5. BEAM PENETRATION DETAIL - 5EE 3/5-501 . Q 5TD. ROUND HOLE5 2. MAXIMUM GAPAGITIE5 ARE BA5ED ON A15C TABLE5. REDUGED GAPAGITIE5 ARE BA5ED 7. REQUIRED OPENING5 NOT MEETING ABOVE CRITERIA 5HALL BE 5UBM17EP IN PLATE, U.O.N. ON EITHER BLOCK SHEAR/SHEAR RUPTURE OF GOPED BEAM5 OR GONNEGTION5 TO WEAK AX15 2. EDGE OF OPENING 5HALL BE A MINIMUM OF 16" GLEAR FROM EDGE TO ENGINEER FOR REINFORGING DE516N. OF GOLUMN5. REDUGED GAPAGITIE5 DO NOT AGGOUNT FOR FLEXURE OF LARGE BEAM COPE5, OF BEAM CONNECTION t AT EACH END. Typical Beam Penetrations 1 ` Typical Beam Penetrations 3 4 WHIGH MU5T BE GHEGKED 5EPERATELY. ` Shear Plate Connection Schedule 6 Yp YP 5TIFF. fE's PER 10/5-501 1 3%2' AT 5TANDARD GONN5. 6" AT HIGH LOAD GONN5 W14 OR DEEPER INGOMING BEAM PER PLAN 2 0(_ x 405TIFF. 1/4'x3" EA. 51PE D WHERE HIGH LOAD GONN5. per ° ° I I BSARING /2 I 1 1/4 �,� 5TEEL COLUMN INDIGATED PER PLAN 12/5-50 1 ° ° I 1 I 1t PER PER PLAN I I OR DETAIL5) I 1 5TEEL COLUMN I 1 size pe�schDeduleGR.50) NOTES: TYP. 5TIFF t AT 1 I 1 I 1. PROVIDE MINIMUM OF GLA55 A FAYING 5URFAGE ON e s BEAM WEB FOR 3, I PER PLAN I see .5004 for INSTALLATION OF 5LIP CRITICAL BOLT5. (4) BOLTS @ SIDES WHERE NO t THIGKNE55 � BOLTING PER skewed connections BEAM GAGE OGGUR5 BEAM 12/5-501 (U5E TYP. CONN. PER 5LIP GRITIGAL BOLT5 2. HIGH LOAD GONNECTION REQUIRED ONLY WHERE 5PEGIFIGALLY NOTED ON (`%l MIN) OCCURS I 12/5-501 WHERE 5UPPORTING PER 5GHEDULE IN PLAN (5EE LEGEND ON PLAN 5HEET5) OR DETAIL5. BEAM 15 N12 OR 5HALLOWER, U.O.N.) WHERE BE�4M STOPS l�1fHERE BEAM CONTINUOUS STD. ROUND HOLES 7 Cantilevered Beam over HSS Connection 8 5EGT/ON 2 AT INCOMING Beam Bearingon Column HSS 10 High Load Connection Schedule 1 2 (HSS) 9 per 6/5-501 (per 12/5-501 at high load Gonn5.) ft %"X31/2"x0'-T W/ BEAM I$ COL. BEAM PER PLAN (2) 3/"� BOLTS @ 3"oG BEAM BOTH 51D55 per 6/5-501 WHERE OGGUR5 (per 12/5-501 at high load Gonn5.) I 5TEEL GOLUMN I I Lfj` 1(SECTION ,I PER PLAN I 1WS or W10 BE --------------------- i -- 2" TYP. 1 12 PER PLAN ° I 1 I 1, � 1 0 Q I BEARING �. 1j2" 4 1 5/ �' � I JI I I � 51ZE i BOLTING 16 1 ° ° C PER 6/5-501 (PER 12/5-501------------------------� C WHERE HIGH LOAD GONN5. (4) BOLT5 AT INDICATED PER PLAN BEAM PER PLAN BEAM GAGE OR DETAIL5) BEAM PER PLAN ( 1 MIN.) T TYP/CAL AT M A10 BEAM5 fIll 51ZE $ BOLTING PER 6/5-501 (PER 12/5-501 WHERE HIGH LOAD GONN5. 5EGT/ON ° INDIGATED PER PLAN ' ° "i OR DETAIL5) 10 oI 13 14 15 HSS Column Bearingon WF Beam 1 6 Beam -Beam Offset Height Connection 1 7 Beam to Beam Connection 1 8 9 TH15 PLAN VIEW ONLY APPLIE5 WHERE HIGH LOAD CONN. OGGUR5 ON ALL (4) 51DE5 OF COLUMN, OR WHERE HIGH LOAD CONN. OGGUR5 ON OFF. 51DE5 OF GOLUMN, BUT CANNOT BE KERFED DUE TO PERPENDIGULAR KERF 1'E CONN. 8" B MAX. 1" t 1/2' AT HIGH LOAD B 5HEAR t PER GONNEGTION5 (OMIT 12/5-501 TYP. WHERE H55 NOMINAL CONN. PER 6/5-501 5TEEL COLUMN PER WALL THIGKNE55 WHERE OGGUR5 ----------- PLAN OR BF ELEV. EXGEED5 %8') KERF t GONN. PER t 11/2' (GR. 50) - EXTEND 1° 5EGTION (PER BF per 12/5-501 ABOVE BELOW 5HEAR CONN. DETAIL WHERE OGGUR5) per 12/5-501 19 20 21 22 PLAN VIFA PLAN VIFA GAP 1t 1/4" AT TOP OF GOLUMN5, U.O.N. FLANGE t NOTE: NOTE: TOP � BOT. NO WELDING TO FLANGE fE NOTE: OFFSET BOLTS VERTICALLY A5 HIGH LOAD CONN. PER fE SIZE � BOLTING PER 5GHED. SUPPORTING TOP BOT. NO WELDING TO REQ'D WHERE H55 OGGUR5 ON 12/5-501 WHERE INDICATED PER 6/5-501 , U.O.N. BEAM FLANGE PER 5GHED. 5UPPORTIN6 TWO ADJAGENT 51DE5 OF GOL. ON PLAN II DETAIL5 "L" "L" BEAM FLANGE 555 DETAIL AT LEFT or 6/5-501 size per sched.ol lt use 1" return < 5ECTION size per 5ched. L L use 1" return < 5ECTION 0I 0 I I size per ; ° 0I 0 q size per ° ; ° 5ched. ° 1 1 ° 01 10 5ched. ° 1 ° BEAM PER BEAM PER PLAN PLAN i 5EE 10/5-501 AT 1'-0" U.O.N. m WHERE 5UPPORTED BEAM INGOMING BEAM5 PER PLAN per 6/5-501 ; ° CONN. PER 6/5-501 EXCEPT (315 N14 OR DEEPER FAGS OF 5UPPORTING (14 at high TYP. 5TIFF AT ; ° EXTEND DOWN A5 5HOWN (U5E v � 3" MAX. MEMBER BEAM PER PLAN, load conn5.) 51DE5 WHERE NO TYP. GONN. PER 6/5-501 ko o �, �► (2) BOLT5 @ (4) BOLT5 @ L TYP. INGOMING BEAM WHERE 5UPPORTING BEAM 15 "' 1- OGGURS � � BEAM GAGE BEAM GAGE 2 ° N12 OR 5HALLOYVER, U.O.N.) (%'V MIND (%8'� MIN.) 3„ 11/2 i ° BEAM PER PLAN 1� " 2 TYP. 00 1 per 6/5-501 try 11 " SECT/ON �4T INCOMING 2 2 TYP. BEAM5 Al 5T4NP ARP CONNECTION5 D 1 1 3„ t 51ZE BOLTING „ BEARING fiE 1/2' PSR DETAIL 6/5-501 N14 OR DEEPER 2 MAX. u.0.n. 3 @ 3 oG Mom' BASED UPON 5MALLER P R 12/ -501 /6 1/4' I I I 1/4 BEAM 51ZE (PER 12/5-501 5 1 1 HIGH LOA.0 CONNECTION BEAM 51ZE BOLT 51ZE (A325N-5G) NO. OF BOLT5 PLATE T Ir 50)5 WELD 51ZE MAX. CAPAGITY (LRFD) W8, W10 3/11� 4 %2' 1/6' 28k W12, W14 3/41 6 %2' 1/6' 50k 10'1"116 3/" 8 %2' S/6' 81k W18, W21 3/11� 10 %2' 1/6' 114k W24, W27 3/" %2' S/6' 151k W30, W33 3/11� 14 %2' 5/6' 18gk OR WHERE BEAM GONN. PER p 50/5-501 OGGUR5 ON OFF. 51DE 5TRUT BEAM PER PLAN, WHERE HIGH LOAD 6ONN5. V at standard conn5. I I per 12/5-501 OGGUR ON OFF051TE I I 5TEEL COLUMN EA. SIDE I I PER PLAN 51D55 OF COL.) I BEAM PER PLAN I =wry = I ( GAP fE 1/4' AT --- --- 1 1 0 0 0........ ° ° ° PLAN VIEW ° ° ; PLAN VIEW TOP OF COLUMNS V F / 0 0 I 1 1 0 0 O OO — — — — — — I ------------ /A 0 01 1--- I ° ° 1 I I ° q -1 I I MEMBER EAGH 51DE I p o 3/6V IWHSRS OCCURS I ~ m 1 5TEEL COLUMN alt. conn. if oversized 1 KERF t 51ZE BOLTING I I PER PLAN SECT/ON CONN. 5GHED. HOLE FOR 5GHED. I 5TEEL COLUMN It PER PLAN VIEW bolt holes are used 1 1 � %4'x H55 WIDTH W/ PER HIGH LOAD GONN. PER PLAN SUPPORTING 1 (4) 3/" � A301 BOLTS 5GHEDULE OF 12/5-501 PER 18/5-501 SECT/ON FLANGE �. for erection adjustment 3/6 5UPPORTING W/ MIN. 1 " CONN. BEAM PER or if bolts conflict w/ @ 3 oG ( (2) BOLTS AT q BEAM PER PLAN PER 18/5-501 PLAN CLEARANN CE ON window placement COL. FOR <_ 5" MEMBERS) BEAM 5AME DEPTH ALL 51DE5 BEAM DEP7745 VAR K kYHERE HIGH LOAD GONN5 OCCUR ON %,3 OPP05ITE 5I0E5 OF AN H55 OR PIPE COL. TYPICAL Beam to Beam Moment Connection 2 7 HSS to HSS Column 2 8 Beam to HSS Column 3 0 1 2 3 4 5 6 554M SIZE FLANGE 15 /�YELD TOP BOT. W8, W10 W12 W14 W16 W18 mdhlum 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-41 51 OFFICE (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION 17 SCHOOL• Each student learning, every .. EDMONDS SCHOOL DISTRICT MADRONA SCHOOL REPLACEMENT 9300 26TH ST. SW, EDMONDS, WA, 98020 ZONE KEYPLAN MARK DATE ISSUE DATE: ISSUE: DESCRIPTION 09 JANUARY 2017 PROJECT NO: S130282-01_ DRAWN BY: JZ13 CHECKED BY: JAW, RJV COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" TYPICAL STEEL DETAILS Sm501 E U 1 2 3 4 5 6 1. U5E GAGE OF DECK PER 5PAN TABLE AT LEFT, U.O.N. PER PLAN, PUDDLE WELD LOCATION5 ADDL. MEMBER AT 5UPPORT ADDL. MEMBER AT SUPPORT 2. DEGK ATTAGHMENT5 AT 5UPPORT5 PERPENDIGULAR TO DECK FLUTE5: LOGATION5 BY J015T MFR. LOCATION5 BY J015T MFR. (7)1/2'4 EFFECTIVE PUDDLE WELD5 PER 5HEET AT TYPICAL 5UPPORT5. (2) ROW5 OF (7)1/'4 EFFECTIVE PUDDLE WELD5 AT INTERIOR 5TRUT5, 14" MIN. BRAGED FRAME BEAM5, AND WALL5 (WHERE DEGK OGGUR5 BOTH 51DE5 OF 5UPPORT, EXGLUDING OVERHANG5 AND GHANGE5 IN DEGK ORIENTATION). ADDL. WEB MEMBER AT 5UPPORT LOCATION5 BY J015T MFR. 7YFE = A-,;C V(55-36 OR VERGO FL-36 G60 3. DEGK ATTAGHMENT5 AT 5UPPORT5 PARALLEL TO DEGK FLUTE5: ADDL WEB MEMBER AT SUPPORT LOCATIONS BY J015T MFR. G�4LY�4N/ZFD Al FOLLOW/NG M/N. PROPFRT/F5: 1/2'� EFFECTIVE PUDDLE WELD5 AT _"oc AT TYPICAL 5UPPORT5. 1/2'm EFFECTIVE PUDDLE WELD5 AT _"oc AT INTERIOR STRUTS, BRAGED FRAME Fy = 35ksi, PANEL WIDTH = 36" BEAM5, AND WALL5 (WHERE DEGK OGGUR5 BOTH 51DE5 OF 5UPPORT, EXGLUDING ALLOWABLE SHEAR CAPAGITY REQUIRED - _ plf OVERHAN65 AND GHAN6E5 IN DEGK ORIENTATION). E 206A. 186A. 4. GONNEGT DEGK 5EAM5 @ _"oc WITH THE PUNGHLOK 5Y5TEM FOR VERGO E J015T5 PER PLAN DEGK OR THE DELTAGRIP 5Y5TEM FOR A5G DEGK, U.O.N. PER PLAN. 1=0.216in4 1=0.302in. 4 - - 5 = +0.235/-0.241 in.3 5 = +0.321/-0.335 in.3 5. DEGK MU5T 5TRIGTLY MEET CRITERIA L15TED, INGLUDING IGG-E5 RE5EARGH REPORT ALLOWABLE 5HEAR LOAD5. 5UBMIT DEGK ------- ------------------------------- - - 206A. 186A. INFORMATION TO ENGINEER PRIOR TO BEGINNING SHOP DRAWINGS. 51NGLE 5PAN GONDITION5 7'-0" 8'-0" 6. REINFORGE DEGK OPENIN65 PER 12/5-502 , U.O.N. DEGK OPENIN65 MAY DOUBLE OR TRIPLE 5PAN GONDITION5 1'-0" 10'-0" NOT BE 5HOWN ON PLAN - 5EE ARGH'L $ MEGH'L FOR ADDITIONAL INFO. J015T5 PER PLAN PIPE 5UPPORT5 AND PIPE 5UPPORT5 AND T 5EE DRMING5 FOR LOCATION5 WHERE AGOU5TIC DEGK 15 REQUIRED THEIR ATTAGHMENT THEIR ATTAGHMENT (PERFORATED AT WEBS $ FLUTE5). 5EE SPEGIFIGATIONS FOR TO J015T5 BY TO J015T5 BY AGOU5TIG REQUIREMENT5. 6 BAGK5TOP MFR. BAGK5TOP MFR. DEGK 5PAN DIRECTION attach per GONTRAGTOR 5HALL VERIFY CONTRACTOR SHALL VERIFY deck notes 5x3x1/4 PRIOR TO J015T FABRICATION PRIOR TO J015T FABRICATION ROOF DEGK PER PLAN 4 4x3x %4 (LLV) - ORIENTATION VARIES 3/6 3-12 1 � 5x3x /4 EACH SIDE o 5X3X 1/4 o PLAN Y/F{N FOLDING BAGK5TOP, FOLDING BAGK5TOP, 5EE ARGH'L. 5TRUGT. 5EE ARGH'L. 5TRUGT. 4 m ' 10E 0011F711-- 1I1 PLAN5 PLANS BENT tDE 1/4"x As READ. EACGHH S NOTES: HOLD 1 GLEAR OF J015T5 AT 4 5x3x 1/4 D 1. GENERAL CONTRACTOR 5HALL BE RE5PON51BLE EAGH END WHERE OGGUR5, TYP. 3 typ. / 3 D TO GOORDINATE PIPE SUPPORT GONFIGURATION, LOA05 ORIENT TO REMAIN WITHIN ARGH'L AND DETAIL5 BETWEEN BAGK5TOP MANUFACTURER FIN15HE5 WHERE GONGEALED AND J015T FABRICATOR PRIOR TO J015T FABRICATION. � r �, � r BEAM PER PLAN SFGT/ON 2. FOR BIDDING PURP05E5, J015T MFR. TO A55UME NOTE5: BA5KETBALL HOOP A55EMBLY WEIGHT5 4000# EAGH. NOTE: J L J L FILLER t REQUIRED FOR BRAGED FRAME BEAM5 AND MEMBER5 1. WELD DEGK TO AN6LE5 W/ 1/24 PUDDLE WEL05 @ 6"oc ALL AROUND OPNG. J015T5 FARr4L1-5L GOWIT/ON JOISTS PFRPFND/GULAR GOWIT/ON DENOTED "5TRUT" PER PLAN AND ONLY FOR TH05E HELD DOWN A5 5HOWN FOR J015T 5UPPORT. FILLER �- AL50 REQUIRED WHERE DEGK 2. NO REINF. REQUIRED FOR 51N6LE OPENING5 6" DIAMETER or 6" 5QR. or LE55. 10 ORIENTATION GHAN6E5 OR WHERE 5PEGIFIED ON DETAIL5. '� 11 3. LARGER OPENIN65 MU5T BE COORDINATED W/ ARGHITEGT s ENGINEER. 12 1/4 i I I I KERF e 1/4 I/V (2) 3/" 4 BOLT5 1 /2 I GAP t 1/4' WHERE WHERE - GOUNTER5INK TYP, I TOP OF COL. OGGUR5 BEAM PER PLAN I IiI ----------------- � I I c i I DAP BEAM AT 1 „ 1 /2 I I BEAM EA. SIDE WINDOW HEAD5 I WHERE OGGUR5 2 BEARING t 3/" x I BM. WIDTH (GOPE 1 5TEEL GOLUMN PER PLAN TO MATCH F.O. I COL. AT PIPE5) 13 14 15 16 171 18 BOLTING PER GENERAL BOLTING PER GENERAL 5TRUGTURAL NOTE5 5TRUGTURAL NOTE5 2" K J015T PER PLAN 2" LH J015T PER PLAN (51-OPE VARIE5) GAP f. PER (51-OPE VARIE5) 50/5-501 U.O.N. I I I B 7I 1 1 I I I I I� - B 1 WT 5x11 x 0'-4%2' I WT 7x11 x 0'-61/2' o 5TEEL COL. o 1 3�6 w 1 PER PLAN 5TABILIZER t 1/2'x6"x0'-T I REMOVE t AFTER DEGKING 1/4 W/ 1%6'4 HOLE FOR GUYING I $ BRIDGING 15 IN5TALLE0 CABLE WHERE READ. TO 5TAY WITHIN ARGH'L FIN15HE5 L.H JO/5T5 K J0/5T5 19 20 21 22 24 T.O.5%. ELEV. J015T EXTEN51ON T.O.5%. ELEV. PER PLAN WHERE OGGUR5 PER PLAN J015T EXTENSION DE5►GNED FOR WHERE OCCURS d 16GA.x11/2'x1 %2' BRIDGE CLIP, TYP. bolting where UNIFORM LOAD5 DE5I6NED FOR bolting where i reqd. per general 1/4 2 @LH �ry ON PLAN, U.O.N. UNIFORM LOADS regd. per general _ ON PLAN, U.O.N. /& 2 Structural notes 4 @DLH _ ______ structural notes `� 37 (4)#8 5GREW5 el. per plan -- el. per plan 16GA. I o I I NOTE5: 0 o I i A 1. BRIDGING 15 REQUIRED FOR LOAPING5 APPLIED i ; A BEFORE 5HEATHING 15 ATTAGHED TO BOTH FLAN6E5. BRIDGING PROVIDE5 RE515TANGE TO ROTATION GAU5ED BY WIND LOADING AND RE5I5TANGE TO BEAM PER PLAN BOTH ROTATION AND MINOR AXI5 BENDING GAU5ED K J015T PER PLAN LH J015T PER (5LOPE VARIE5) BY AXIAL LOADING. 15OU50-54 BRIDGING PLAN (SLOPE CHANNEL @ 4'-0"oc VARIE5) 2. BRIDGING 5HALL BE EITHER WELDED OR SCREWED MAX. VERTIGALLY, TYP. LH DLH J0/5T3 K JO/5T5 A5 5HOWN. NOTE5: NOTE5: 1. IN5TALL BENT t BETWEEN J015T5 1. IN5TALL BENT t BETWEEN J015T5 . WHERE REQUIRED PER 11/5-502. WHERE REQUIRED PER 11/5-502. _ 25 26 28 30 1 2 3 4 5 6 mdhlum 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-41 51 OFFICE (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION 17 SCHOOLDISTRICT Each student learning, every .. EDMONDS SCHOOL DISTRICT MADRONA SCHOOL REPLACEMENT 9300 26TH ST. SW, EDMONDS, WA, 98020 ZONE KEYPLAN MARK DATE DESCRIPTION ISSUE DATE: 09 JANUARY 2017 PROJECT N0: S130282-01 DRAWN BY. JZB CHECKED BY: JAW, RJV COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" STEEL & METAL DECK DETAILS Sm502 E U 1 2 3 4 5 6 ROOF DECK PER PLAN H55 FILLER 4 PER 11/5-502 COL. CONN. PER 30/5-501 GAP t 1/4' E ------- ------------- -- el. varies BEAM COL. — E (2) ROWS OF DRIVE PIN5 1 — BEAM PER PLAN @ 32"oc STAGGERED 1 - ° 01 1 3/a° GAP FOR DEFLECTION I OF 5TRUCTURE— W.P. CONT. 16 GA. TRACK 1 I 1 W/ 2" MIN. LEGS I o �I 1j4 I COL. PER I I I 1 1 2 3 I I 1 1 BRIDGING PER 30/5-503 PLAN demand I I KERF ft%8' x 1'-0" x 1'-0" H55 5x5x 1/4 EA EN 1/4 critical I 1 COPE BEAM TO FIT I , I TIGHT AROUND COL. 1 GONT. 16 GA. BOT. 1 6005162-43 5TUD5 @16oc I � 1/4 1 1 el. per plan TRAGKW/1"MIN. I I 4 \ I 1 I i -----_—I I ---- LEGS 1 1 4 el. per plan VN.P. el. per plan - - lo °II #8 SCREW EA. 51PE - NO I BRACE CONN. AT TOP OF STUD BEAM PER PLAN BEAM I I COL. PER PLAN I I TO TRACK 1/ BEAM PER PLAN, TYP. D 4 D BEAM PER PLAN COL. -- ,7,- 7 8 9 10 11 12 t 1VX5" W/ 5/6 (2)%1 ERECTION %2'x5"x6" W/ BOLTS @ 2 Y2'Oc %8'4� ERECTION �8 BOLT ` — C rI I 11/4 I H55 BEAM PER PLAN 1 I H55 EA. 51PE I WHERE OCCUR5 1 to col typ. GL PER ARCH'L NOTCHED 13 14 15 16 AROUND H55 BEAM - DAP A5 REX. AT TOP I$ BOT, S�GT/ON TO CONGEAL STEEL GONN'5 SECTION ROOF DECK PER PLAN B -- B typ, at ° ° 5/,6 ea. wt WT PER PLAN I I (TAPER WT PER %8'Q� ARCH'L) ERECTION BOLT I H55 P05T PER PLAN W/ GAP e 19 20 21 22 1 1 II I I II I I I I I I I I 1 I 1 I 51DEAALK PER ARGH'L./CIVIL WHERE OGGUR5 I I I I 1 BASE f1l PER A 21_q�1 I I it -III 6/5-302 (TYPE 1) A - #4 @ 6"oc E.W. o BOT. FTC. WIDTH = 3'-0" 25 26 27 28 (1)i- NORTH 1 2 3 4 5 6 mdhlum 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-41 51 OFFICE (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION 11 SCHOOLDISTRICT Each student learning, every .. EDMONDS SCHOOL DISTRICT MADRONA SCHOOL REPLACEMENT 9300 26TH ST. SW, EDMONDS, WA, 98020 ZONE KEYPLAN MARK DATE DESCRIPTION ISSUE DATE: 09 JANUARY 2017 PROJECT NO: S130282-01 DRAWN BY: Author CHECKED BY: Checker COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" MISC. STEEL DETAILS Sm503 E U 1 2 3 4 5 6 NOTE: NOTE: NOTGHE5 SHALL NOT AT BOTTOM PLATES, FOLLOW ODOUR IN MORE THAN GUIDELINE5 51-10WN, EXCEPT (5) 16d @ 4"oc 16d @ 12"oc (2) 5000E551VE 5TUD5. U5E G516 x 2'-0" 5TRAP 5TA66ERED AT STAGGERED EA. SIDE OF SPLICE ELSEWHERE 1'/21 MAX. 2 %4'� MAX. HOLE HOLE-�. NO REINFORCING I I RFQU/RFI7 3/4' MIN. O 1 Y2' MIN. TOP CHORD EA. 51PE EA. 51PE SPLICE E BOTTOM CHORD E 311 SPLICE 4 14" 2 %a"� MAX. 31/4'V MAX. MAX. HOLE HOLE MAX. 5TRA) 6-0" MIN. BETWEEN SPLICES REINFORCING P5PN516Z a MIN• P5PN516Z 1" MIN. 51FILIGE TO OCCUR 2X4 571UP5 2X6 571UP5 5TRAP EA, 51DE 5TRAP EA. 51DE AT OF PERT. STUD, TYP. (3x4 SIMILAR) (3x6 SIMILAR) 2X4 FL rE5 2X6 FL rE5 AL1-0l1VVr51-E NOTCHE5 IN 5TU175 ALLOKA51-E HOLE5 THROUGH TOP FLt4TE5 1 2 3 5GALE: 1 %2'=1'-0" 4 SCALE: 1'/" -0" 5 6 MASONRY VENEER 2x STUD WALL W/ 5 � MAX. PER AROH'L 5HEATHIN6 SINGLE 5TU17 1 Y2 MAX.2 /4 MAX HOLE HOLE HOLE O ; (NO REINFORCINGG O O O 5HEATHING � BUILDING -- REQUIRED) 3/4' MIN. 1 %2' MIN. 2" MIN. PAPER PER ARGH'L (2) %4'� x 2" GALV. LAG 5CREW5, TYP. EA. 51DE EA. SIDE EA. 51PE DROPPED BEAM INTO STUD PER PLAN (WIND HEADER PER PLACE MORTAR HOHMANN AND BARNARD .6005 WHERE JAMB LENGTH) @ EA. 12 GA. DW-10H5 ANCHORS OCCURS) JAMB OVER FLASHING D PER ARCH'L 2 %a"� MAX. 3'/4'� MAX. 4 %2'� MAX. D GONT. qGA. x 10 -0 LG. DOUBLE 5TUD5 HOLE SPAN H.D. GALVATTACH TO EACH . PER ARE JT. REINF. - (NO MORE THAN TWO 0HOLE HOLE >> SCHEDULE 5 „ O � LEDGER BEARS ON BRICK JAMB, �- ANCHOR W/ '5E15MIGLIP' 5UCGE551V/aE 5TUD5 MIN. 1 MIN. 1 /411 MIN. INDEPENDENT OF WOOD 5TUD5 8" MAY BE BORED) EA, 51PE EA. 51PE EA, SIDE 5TUD5 PER PLAN PER ARCH'L HOHMANN AND BARNARD i DETAILS BYNA-TIE' 2X4 572JP5 2X6 572JV5 2X6 572JV5 NOTES: (3x4 SIMILAR) (3x6 SIMILAR) (3x8 SIMILAR) FOR GALL -OUTS 1. TYPICAL ANCHORAGE 5PAGIN6 SHALL IN COMMON SEE „_ BE @ 16"oc HORIZ. AND @ 24"oc VERT. - HOLE5 �4LL0lNED THROUGH 1 /2 -1 0 2 PLACE ANCHORAGE S"oc AT EDGES Y " O DETAIL .6216 Lintel At Openings In Brick Veneer 9 10 5GALE: 1 /2 -1-0 12 OF ALL OPENINGS. - — P05T ABOVE (WHERE OGGUR5) GONT. TOP PLATE AT 50LIP BLKG. BELOW TYP. DOUBLE TOP 5TA66ERED STUD WALL P05T A5 REX. PLATE - 5PLIGE 5PLIGE PER 6/5-601 I 5ECT/ON VIFYV PER 6/5-601 I I i I I I I I 2x 5TUD5 PER PLAN I I I C C I 5HEATHIN6 PER 30/5-606 AT SHEAR WALLS TYPICAL 5TUD5 BEAM PER PLAN I FULL WIDTH STUD P05T WHERE OCGUR5 PER PLAN OR AT HOLDOWN 5TUD5 P05T PER PLAN I BOTTOM PLATE WIDTH FLAN Y/F!N TO MATCH TOP PLATE FULL -HEIGHT 5TUP 13 14 15 2- -01, 16 17 18 I I I I I I WALL GONT►NUE5 H55 COLUMN PER PLAN WHERE OGCUR5 II I I %'4 THREADED (0PL) 5TUD5 @ 12"oc - FULL HEIGHT (BOTH SIDES PANEL EDGE NAILING WHERE WALL CONTINUES) B PER SCHEDULE B DOUBLE STUD STUD WALL PER PLAN 5HEATHIN6 PER 30/5-60 2 '' 19 20 21 22 23 24 A A 25 26 27 28 29 30 1 2 3 4 5 6 SPAN LEDGER L <_ 7-0" 4 6x4x % (LLV) 7-0" <_ L < 12'-6" d 6x4x %2 (LLV) mdhlum 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-41 51 OFFICE (206) 441-0478 FAX 1231 NW HOYT ( SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION 17 DISTRICTEdMonds W SCHOOL Each student learning, every .. EDMONDS SCHOOL DISTRICT MADRONA SCHOOL REPLACEMENT 9300 26TH ST. SW, EDMONDS, WA, 98020 ZONE KEYPLAN MARK DATE ISSUE DATE: ISSUE: DESCRIPTION 09 JANUARY 2017 1 OTCY20-i1l PROJECT NO: S130282-01 DRAWN BY: JZB CHECKED BY: JAW, RJV COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" TYPICAL WOOD FRAMING DETAILS Mel E U 1 2 3 4 5 6 5HEATHING PER PLAN TREADS AND R15ER5 5HEATHING PER PLAN 16d @ S"oc PER ARCH'L OR BEAM PER PLAN JOISTS PER PLAN SPECIFICATIONS NAILING PER 5/5-602 E --------- ----- E J015T BLKG. @ 24 oc •,�' 2x12 STEP ' BOARD, TYP. SIMP50N THA218-2 GL 3%8x12 AT HANGERS PER GENERAL JOISTS PER PLAN HANGER (2)2x12 GONT. AT CENTER CONDITION STRUCTURAL NOTES EDGE CONDITION STEP BOARD (2) ROW5 OF 16d @ 8"oc PER 5/5-602 STRINGER PER 5/5-602 `�%�=' „ � BEAM PER PLAN 1 2 3 4 5 6 NAILING PER PLAN IN5TALL WEB FILLER DIAPHRAGM BOUNDARY NOTE5 PER J015T MFR. NAILING REGOMMENDATION5 GONT. 1'/4' L5L RIM 5HTG. PER PLAN WHERE J015T5 ARE NAIL 5HEATHIN6 TO BOARD (RIM BOARD CONT. OVER WALL BLKG. PER PLAN NOTE5 VARIE5 AT 5HEARWALL5 - 5EE 30/5-606) JOIST BLKG. @ 48"oG ; 5HEATHING PER PLAN NAILING PER 30/5-606 I I � AT 5HEAR WALL5 D � I I D J015T5 PER PLAN 11/4" L5L RIM BOARD rq BLKG. CONT. 11/4' L5L J015T5 PER PLAN CONT, 11/4" L5L RIM GONT. TOP PLATE I , JOISTS PER PLAN I PER DROPPED BEAM BEAM RIM BOARD BOARD (RIM BOARD 5PLIGE PER 6/5-601 CONN. PER 30/5-606 J015T5 PER PLAN ; PLAN AND 01 VARIE5 AT 5HEARWALL5 AT 5HEAR WALLS ; CONNECTION PER (WHERE OCCURS) - 5EE 50/5-606) 5HEAR WALL � � i \-/ 30/5-606 AT 5HEAR � PER PLAN 5HT6. PER 30/5-606 PER R50/5-606 AT 5HEAR WALL5 ; GONT. TOP PLATE \`TESHERR ,4 FOR GALL-OUT5 FOR GALL-OUT5 FOR GALL-OUT5 ; - 5PLIGE PER 6/5-601 --- IN COMMON 5EE DETAIL 10/5-602 11/5-602 8 IN COMMON 5EE DETAIL 10/5-602 9 10 IN COMMON 5EE DETAIL 12/5-602 STUD WALL PER PLAN I 2 C c- rrl Ff C J015T5 PER PLAN BEAM PER PLAN FOR GALL-OUT5 FOR GALL -OUTS 13 14 15 16 IN COMMON 5EE DETAIL 11/5-602 - 17 IN COMMON 5EE DETAIL 11/5-602 18 DIAPHRAGM BOUNDARY COL. WINDOW TRU55 PER PLAN NAILING SYSTEM PER COL. - EXTEND TOP CHORD5 5TEEL COLUMN ARGH'L A5 SHOWN P722 W/1/2"� x PER PLAN I -�_y SECTION I I 5HEATHING PER PLAN 3" LAG 5GREW @ EA. BRAGS GL 5%Sx12 AT I BEAM PER PLAN LOW WINDOW — — — — -- 1 2x6 @ 16"oc (5)16d, TYP. W/ CONN. TO GAP It 1/4" AT I 5EGTION PER > H55 PER 1 COL. 1 24/5-602 , . VERT. 2x6 @ SECTION I 2x BLKG. I -- EA. TRU55 7-- el. per arch') B • A35 GLIP EA. .. B i i SIDE i `l /2'cp x 4" LAG 5GREW @ 1 S"oc 1 I 2x6 BRAGS '' GONT. DOUBLE 1 1 /4 4 6x &x 3/5 @ EA. TRU55 � 1 7 WIND HEADER I I - -�-L- H5512x4x1/4 BEAM PER PLAN W/ 1/4 KERF It PER 30/5-602 , TYP. WINDOW GONN. TO GOL. PER i WINDOW 5Y5TEM PER ARCH'L e 3/4'x BEAM WIDTH 5Y5TEM PER J y L 30/5-602 ARGH'L FOR GALL-OUT5 I 5TEEL COL. 19 20 IN COMMON 5EE DETAIL 24/5-602 6' 21 PER PLAN W/ 1/4" GAP 22 S5GT/ON 24 q COL. INSTALL PLYWOOD 5HIM5 1/4 GOL. A5 REQD. WHERE BEAM BEAM CONTINUOUS OVER KERF � 1/4' W/ WIDTHS VARY GOLUMN WHERE OCCURS (2) 3/4 N BOLTS 1j2 GAP 1/4" WHERE WHERE BEAM PER PLAN BEAM PER PLAN - COUNTERSINK • TOP OF COL. OCCURS PER PLAN 3�6 5TEEL COL. PER PLAN � "GAP MAX. 2 BEAM PER PLAN T.O. BEAM VARIE5 BEAM PER PLAN II BASE t 3/"x BEAM WIDTH h ---- W/ (2)%8 x 6" LAG SCREWS „ IZ 1 0 0 ° ° II ° A ° ° — — -- ------- DAP BEAM AT -- — -- I A II ° ° I WINDOW HEADS 1 y2 BEAM EA. SIDE 0 0 ECCO COLUMN GAP 3j6 j WHERE OCCURS �� I I - 5IZE A5 REGD. 1 1 I /2 GGO COLUMN GAP I s / ECCQ COLUMN GAP 1 6 /2 1 1 I I TO FIT BEAM 5IZE A5 REGD. TO 16 I - 5IZE A5 REQD, TO BEARING It 3/4" x I CONN. PER 28/5-602 FIT BEAM I I FIT P05T $ BEAM BM. WIDTH (COPE 5TEEL COLUMN PER PLAN I i I - 5TEEL COLUMN PER PLAN TO MATCH F.O. 1 1 5TEEL GOLUMN I CONN. PER 28/5-602 BEAM PER PLAN 5TEEL COLUMN PER PLAN I COL. AT PIPES) I PER PLAN I I I I I P05T PER PLAN i I 251 26 1 271 28 1 291 30 1 1 1 2 1 3 1 4 1 5 1 6 mdhlum 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-41 51 OFFICE (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION 11 SCHOOLDISTRICT Each student learning, every ., EDMONDS SCHOOL DISTRICT MADRONA SCHOOL REPLACEMENT 9300 26TH ST. SW, EDMONDS, WA, 98020 ZONE KEYPLAN MARK DATE DESCRIPTION ISSUE DATE: 09 JANUARY 2017 ' __ iilrr PROJECT NO: S130282-01_ DRAWN BY: JZ13 CHECKED BY: JAW, RJV COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" WOOD FRAMING DETAILS E U 1 2 3 4 5 6 5HEATHING PER PLAN NAIL 5HEATHING TO BLKG. attach per p BENT e PER 11/5-502 DIAPHRAGM BOUNDARY 0 PER PLAN NOTES NAILING J015T BLKG. @ 48"oG deck notes DIAPHRAGM BOUNDARY DEGK PER PLAN DIAPHRAGM BOUNDARY NAILING RIPPED 2x BLOCKING el. varies NAILING GONT, 4 6x40,16 (LLV) NAIL 5HEATHING TO BLKG. � 5HEATHIN6 PER PLAN GONT. 1'/4' L5L RIM BOARD CONT. 1'/4" L5L PER PLAN NOTES RIM BOARD I A35 CONN. PER 30/5-606 J015T BLKG. @ 48"oc -__ --- DECK PER PLAN ' CONT. TOP PLATE SHEATHE AND NAIL A5 5HEATHING PER PLAN - 5PLIGE PER 6/5-601 W6 PER 30/5-606 BETWEEN _111T \` LOW AND HIGH ROOF DROPPED BEAM PER PLAN ((WHERE OCCUR5) x ' \\\ A35 CONN. PER 30/5-606 J015T5 PER PLAN � _ E 5TUD WALL PER PLAN 10d @ 6"oc TO BLKG. A35 CONN. PER TRU55E5 PER PLAN 2x BLKG. el. varies 30/5-606 AT 5HEAR AALL5 3/4 m BOLTS @ 8"oG (2)'/4'm x 3 %2' 5D5 5GREW5 5GREW5 @ 6" oG TO EA. 5TUD 3/4'� BOLT5 @ 18"oG 5TEEL J015T5 HANGERS PER TRU55 MFR. 5HEATHIN6 PER PLAN PER 30/5-606 CONT, TOP PLATE - CONT. GL 5%a x a LEDGER J0I5T5 PER PLAN AT 5HEAR 5PLIGE PER 6/5-601 BEAM PER PLAN A/ (2) ROA5 OF 3/" 4 5TEEL JOISTS WALLS THROUGH BOLTS @ 1 2 3 CONT. L5L 13/" 4 PER PLAN 5TUD WALL PER PLAN5 12"oG 5TA66EREP - 6 LEDGER GOUNTER5INK BOLTS END TRU55 A/ VERT. slope varies WEB MEMBER5 @ 24"oG A35 CLIP TO LEDGER EA. - TRU55 MFR. 5HALL 51PE OF EA. TRU55 OE516N FOR 25 P5F WIND LOAD ON GABLE FACE DIAPHRAGM BOUNDARY NAILING SHEATHE AND NAIL el. varies A5 W6 PER 30/5-606 t DIAPHRAGM 5HEATHING J015T5 PER PLAN BOUNDARY NAILING PER PLAN TRU55 PER PLAN A/ POCKET FOR BEAM - el. varies 5UPPORT TRU55 ON HANGER5 PER D 2x BLKG. BEAM J015T 5CHEDULE D CONT. 13/" L5L LEDGER A/(3) �4'4X3 Y2' 5D5 TRU55E5 PER 5GREW5 @ 3"oo TO EA. 2x4 LEDGER - PLAN TRU55 HEEL NAIL TO BLKG. A35 CLIP EA. SIDE A/ 16d @ 4" oG BEAM PER PLAN --- � TRU55 BLKG. PANEL (UPTURNED) \V PER 18/5-603 (GIRDER FOR GALL-OUT5 FOR GALL-OUT5 /' `\ ; TRU55 PER PLAN 7 8 9 10 IN COMMON 5EE DETAIL 12/5-605 11 IN COMMON 5EE DETAIL 18/5-603 WHERE OGCUR5) 12 5HEATHING PER NAILING PER PLAN PLAN TRU55E5 PER PLAN NOTES PER ARGH'L 5HEATHIN6 PER 5HEATHING PER PLAN slope varies 5HEATHIN6 PER PLAN PLAN GONT. 11/4'x11'/a' L5L el. varies — ----- RIM BOARD END TRU55 PER 24/5-603 el. varies C C SHIM A5 REGO --- TRU55E5 PER PLAN A35 CLIP AT -------------- ---- --- TRU55E5 PER BEAM PER PLAN TRU55 BLKG. PANEL5 BY TRU55 MFR. (AT 5HEAR AALL5, PANELS 5HALL BE DE5I6NED GONT. TOP PLATE - 5PLIGE PER 6/5-601 J015T5 PER PLAN EA. TRU55 TO TRANSFER FROM - DROPPED BEAM PLAN AITH POCKET (UPTURNED) 5HEAR (4)16d A34 DEFLECTION REQUIREMENT I I GONT. TOP PLATE PER PLAN (UPTURNED) FOR BEAM - 5UPPORT ROOF DIAPHRAGM TO 5HEAR �' 5TUD WALL PER PLAN PER 24/5-603 TRU55 ON BEAM TRU55 EXTEND5 AALL BELOW BA5ED ON 5HEAR - 5PLIGE PER 6/5-601 TRU55E5 PER PLAN BELOW BOTTOM OF AALL CAPACITY PER 30/5-606) 5HEATHING PER 30/5-606 FOR 2x4 EA. BRACE IN5TALLED TIGHT TO TRU55 1 L 5TUD AALL PER A35 CLIP EA SIDE BEAM AT EXTERIOR (OVERHANG) CONNECTION PER 30/5-606 AT 5HEAR YVALLS GALL -OUTS IN COMMON 5EE y � `' PLAN l � � CONDITION5 AT 5HEAR YVALLS DROPPED BEAM DETAIL 24/5-603 14 15 16 17 H2.5A EA. 51PE EA. TRU55 PER PLAN WHERE 18 OCCUR5 DOUBLE J015T5 AT it it TRU55 MFR. TO DE516N GRID WHERE OCCUR5 BRAGING GONN'S FOR 250# (A5D) WIND -� 5HEATHIN6 PER BRAGS LOAD ------ DIAPHRAGM NAILING PER PLAN NOTES PLAN (5)16d EA. END PER ARGH'L ROOF OVERHANG GONTINUE5 WHERE OCGUR5 ------ el. varies el. varies ol 5TRUT TRU55 PER PLAN TRU55 MFR. TO LIMIT ,I TO ALIGN A/ 5HEAR 2x BEVELED BLKG. W/ TRU55 VERT. DEFLECTION WALL BELOW A35 CONNECTION . LU526 EAEND UNDER 5NOA LOAD TO 5/4"� PER 30/5-606 B ' TRU55E5 PER PLAN 1 min. B (2)10d (2)16d 2 max. AT END TRU55 IN5TALL (2)16d 2x6 BRACE @ 48" oG - IN5TALL - TRU55 DE516NED BY TRU55 LATERAL 5UPPORT FOR EA. 2x BLKG. MFR. TO RESIST 25 P5F A34 A35 CONN. PER \\\ - / CONT, TOP PLATE - 5PLIGE PER 6/5-601 GONT. TOP PLATE - 5PLIGE PER 6/5-601 BRACE @ 6-0"oc --- (A5D) WIND PRESSURE IN5TALL VERT. WEB5 @ _ 30/5 606 AT 565 x 2x4 BLKG. @ 48 oG - WINDOW HEAD CAPABLE 2x4 24"oc \ \ 5HEATHIN6 PER 30/5-606 5HEATHING PER 30/5-606 NAIL TO WALL 3 OF ACCOMMODATING /VERT. 'x` 5TUD WALL PER PLAN -- \ AT 5A'5 TOP PLATE A/ 10d DEFLECTION OF 5TRUCTURE 2x4 @ EA. BRACE W/ ''--`` � 5HEAR AALL PER PLAN � DROPPED BEAM PER PLAN TOE -NAIL EACH 51PE _ WINDOW 5Y5TEM LU524 TO TRU55 FOR GALL-OUT5 IN COMMON 5EE FOR GALL -OUTS IN COMMON 5EE INHERE OCCURS PER ARCH'L- 1 9 DETAIL 21/5-603 20 DETAIL 24/5-603 21 22 24 DIAPHRAGM DIAPHRAGM BOUNDARY BOUNDARY NAILING 5HEATHING PER PLAN NAILING H2.5A CLIP 5HEATHING TRU55 BLKG. PANELS PER PLAN BY TRU55 MFR. H3 EA. TRU55 NOTCH 5HEATHING AROUND TRU55E5 AT 5HEAR WALL I TRU55E5 PER PLAN A \/ I PER ARCH'L. A //"\ el. per GONT. TOP PLATE - TRU55 BLKG. PANEL5 BY TR355 5PLIGE PER 6/5-601 MFR. (AT 5HEAR WALLS, PANEL5 arch'I 5HALL BE OE516NED TO TRANSFER TRU55E5 PER PLAN PER ARGH'L \\ / 5TUD WALL PER PLAN �x� ; 5HEAR FROM ROOF DIAPHRAGM A35 CLIP BEAM PER PLAN TO 5HEAR WALL BELOW BA5ED -- ON 5HEAR WALL CAPAGITY A35 CLIP BEAM PER PLAN PER 30/5-606 ) I I I I (WHERE OCCUR5) FOR GALL-OUT5 WINDOW 5Y5TEM PER ARGH'L NOTE: 1661 @ 8"oG (A35 CONNECTION PER 50/5-606 AT 5HEAR AALL5) 2 5 2 6 IN COMMON 5EE DETAIL 28/5-603 ���_� 2 2 6 TRU55 PROFILE MAY VARY 5HEATHIN6 PER 30/5-606 30 AT 5HEAR AALLS 1 2 3 4 5 6 mdhlum 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-41 51 OFFICE (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION 11 SCHiOL DISTRICT studentEach every .. EDMONDS SCHOOL DISTRICT MADRONA SCHOOL REPLACEMENT 9300 26TH ST. SW, EDMONDS, WA, 98020 ZONE KEYPLAN MARK DATE DESCRIPTION ISSUE DATE: 09 JANUARY 2017 PROJECT NO: S130282-01 DRAWN BY: JZB CHECKED BY: JAW, RJV COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ROOF FRAMING DETAILS E U 1 2 3 4 5 6 *NOTE: CONTRACTOR SHALL VERIFY DE51GN BUILD FALL-ARRE5T ANGHOR 5Y5TEM 15 COMPATIBLE W/ FRAMING GONNEGTION5 5110WN. GOORDINATE ANGHOR LOGATION5 $ 5UPPORT GONFIGURATION W/ TRU55 MFR. PRIOR TO J015T FABRICATION. 116U55.25/10 HANGER (4) LOGATION5 - U5E 16d x 2'/2' E (N16) NAIL5 FOR NAILING E TO J015T J @ @_ ---- ---- —I =,cv O � 6", TYP. r 1 2 3 4 5 PLAN 5HEATHIN6 PER PLAN (NOT 5110WN FOR GLARITY) - 5HEATHIN6 WITHIN 4'-0" FALL OF ARRE5T ANGHOR FALL ARRE5T ANGHOR 5HALL BE 5GREWED TO 0E5I6NED FOR 5000# FRAMING BELOW W/ #10 @ LOAD IN ANY DIRECTION 4"x J015T ARE DE516N FOR IMPACT LOAD = 3450# DE516N BUILD FALL - (ALLOW) AT EA. LOCATION ARRE5T ANGHOR WHERE GLULAM BLKG. (5EE NOTE*) GONNEGT5 TO TOP GHORD* 1 I I I PLAN - I D V 1 1 I I D II II II II II II # OF PLIE5 A5 TRU55 MFR. 5HALL " REOD. BY TRU55 PROVIDE 12 DEEP MFR., (2-PLY MIN. (NOMINAL) TOP GHORD5 (BEAM PER PLAN TO REGEIVE HANGER WHERE OCCUR5) GL 5% Ox 2 BLKG. TYP. 7 8 9 10 11 Fall Arrest Anchor 12 q BEAM/COL. 5TEEL COL. COL. BEAM PER PLAN PER PLAN CONN. PER 30/5-501 2 %2' GLEVI5 W/ 1" � BEAM PER I PIN TURN BUCKLE PLAN I PER PLAN —�— el. per plan 0 0 ; 0 0 0 o f i 0 BEAM 1 AII 1 1 , 1/4 ROD 12 3 I12 HU HANGER W/ ONE 5TEEL COL. PER 5TEEL COL. PER PLAN FLANGE CONGEALED I PLAN 3/4� TEN5ION ROD I BEARING It- Wx BEAM WIDTH W/ (2)%"x 6" -� - 13 14 15 16 LAG SCREWS COL. 17 I GRID/q BEAM - T � WINDOW SYSTEM PER I I I ROD GRID/q BEAM GRID/q 5TUD5 PER ARCH L ARGH'L WINDOW 5Y5TEM PER A55 GONN. PER J `� TRU55 MFR. TO W.P. KERF /8 It 3 " W/ (2)/a 5 "� ARCH L - LOUVER WHERE OCCURS 30/5-606 AT 5HEAR ; DE51GN FOR 100 BOLTS - COUNTERSINK WALLS PLF DEAD LOAD n, NAIL PER PLAN 2x6 @ 24"oc PONY; I - RIM BOARD/ BOLT5 NOTE5 WALL - ALIGN 5TUD5 4 2x BEVELED BLKG. W/ TRU55E5 TRU55 BLKG. PANEL5 16d @ 8 oc 16d @ 8"06 1/4 � I 6x8 BEVELED PLATE STAGGERED BEVELED PLATE - IN5TALL TIGHT PER 24/5-604 AT 5HEATHIN6 PER PLAN TO COL. (NO GAPS) B 2x BEVELED DIAGONAL BRACING - B NAILER BEVELED 3x EL5EWHERE 5TUD WALL PER PLAN BEAM PER PLAN PANEL EDGE NAIL HS EA. 51PE GONN. PER 24/5-601 j 4" 4° PER 50/5-606 TO - EA. TRU55 BEAM PER PLAN 71 BEVELED PLATE ' STUD WALL PER PLAN 2x BLKG. � 5HEATHE $ NAIL PER FOR GALL-OUT5 FOR GALL -OUTS 30/5-606 AT SHEAR WALL5 a 19 20 IN COMMON 5EE DETAIL 23/5-604 TRU55E5 PER PLAN W/ HEEL 21 IN COMMON 5EE DETAIL 25/5-604 22 GONT. TOP PLATE TRU55E5 PER PLAN 2 3 c� 24 POGKET FOR BEARING PER 6/5-601 GIRDER TRU55 BOT. GHORD 5D5 GONN. PER 30/5-606 GM5TG12 x 7-6" CENTERED RIM BOARD PER PLAN ON GIRDER TRU55 IN5TALL TIGHT TO GIRDER TRU55 (2) x 12" IN5TALLED TIGHT TO GIRDER TRU55 A A STRUT TRU55 PER PLAN - 000RDINATE ALIGNMENT 5UGH THAT 5TRAP CAN BE IN5TALLED A5 5110WN 5TUD WALL PER (30) 5D5 WOOD PLAN 5GREW5 @ 4"oc 5HEATHING PER 25 26 27 28 29 50/5-606 AT 5HEAR WALL5 30 1 2 3 4 5 6 mdhlum 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-41 51 OFFICE (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION II Edftlon& SCHOOLDISTRICT Each student learning, every ., EDMONDS SCHOOL DISTRICT MADRONA SCHOOL REPLACEMENT 9300 26TH ST. SW, EDMONDS, WA, 98020 ZONE KEYPLAN MARK DATE DESCRIPTION ISSUE DATE: 09 JANUARY 2017 PROJECT NO: S130282-01 DRAWN BY: JZB CHECKED BY: JAW, RJV COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ROOF FRAMING DETAILS 1 1 1 E U 1 2 3 4 5 6 E E 1 2 3 4 5 6 D D 7 8 9 10 11 12 C c 13 14 15 16 17 18 B B 19 20 21 22 23 24 5E15MIC JOINT PER PLAN SEISMIC JOINT PER PLAN CONT. 5�/4'x11'/a' SEISMIC JOINT P5L RIM BOARD PER PLAN SEISMIC JOINT PER PLAN DIAPHRAGM BOUNDARY NAILING RIPPED 2x BLK6. A35 CONN. PER 30/5-606 5HEATHIN6 PER PLAN I el. varies el. varies I I AT SHEAR WALL5 (WFRT ALL THIN 4'- OF ------_ I I L II II II II II III TRU55E5 PER I I 1 1 PLAN A I i 1 1 J0I5T5 PER PLAN I I A j l I I I I DU HANOER5 IN5TALLED 1 1 OVER RATED WALL FIN15HE5 j j TRU55E5 PER 1 1 2x FLAT BLOCKING 5HEATHIN6 PER 30/5-606 AT -- ; -- CONT. TOP PLATE 5PLICE PER 6/5-601 SHEAR WALLS `y ; PLAN @ 48 0r,. NAIL SHEATHING ; ; � I I I I I 1 I TO BLOCKINS W/ (2) \ DROPPED BEAM PER I I i 1 1 ROW5 10d @ 5"oc EA. PLAN WHERE OCCUR5 ROW, 5TA66ERED STUD WALL PER PLAN 25 26 FOR GALL-OUT5 _ IN COMMON 5EE DETAIL 2q/5-605 1 30/5-605 27 FOR GALL -OUTS IN COMMON 5EE DETAIL 2q/5-605 28 FOR GALL-OUT5 IN COMMON 5EE DETAIL 30/5-605 29 RATED WALL FIN15HE5 PER ARCH'L 30 1 2 3 4 5 6 mdhlum 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-41 51 OFFICE (206) 441-0478 FAX 1231 NW HOYT ( SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION 11 SCHOOLDISTRICT Each student learning, every .. EDMONDS SCHOOL DISTRICT MADRONA SCHOOL REPLACEMENT 9300 26TH ST. SW, EDMONDS, WA, 98020 ZONE KEYPLAN MARK DATE DESCRIPTION ISSUE DATE: 09 JANUARY 2017 PROJECT NO: S130282-01_ DRAWN BY: JZB CHECKED BY: JAW, RJV COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" MISC. WOOD FRAMING DETAILS E U 1 2 3 4 5 6 � 5TUD5 PER HOEDOWN 5GHEDULE REINF. SHOWN 15 IN 5/NGLE 5/17E17 SH rR r"j- S DOUBLE 5/1.11CD SH rR lytLLS ^LTERN^TE DOUBLE 5/111=11 SHEAR r"I_ 5 SHEAR lNf4LL/NON SH tR ry^ /NTFRSFGT/ON (P05T5 WHERE REQUIRED) ADDITION TO REINF. REQUIRED IN OTHER NAIL TOGETHER PER "FACENAILING FOUNDATION DETAILS TO WOOD BELOW" PER 30/5-606 2x TRIM STUD AT 4x 5TUD 3x END 5TUD 4x8 or 6x10 HOU 5ERIE5 HOEDOWN END OF WALL (TO MATCH NOMINAL PER 5GHEDULE FACE -NAILING PER 30/5-606 PANEL NAILING PER 30/5-606 5D5 1/4X4�2 @ q'bc PANEL NAILING PER 30/5-606 5D5 14x4'/2 WALL THIGKNE55) @ oc UP TO Y2' OF FLAT SHIM (2)#4 x 6'-0" MAY BE PLAGED HERE TO AID IN INSTALLATION LAG 5GREW5 PER HOEDOWN MFR. TOP OF GONG. OF HOEDOWN I MARK HOLOOlNN MIN$�(UU9RER U Q N LOA17 PETAII- R,EF HDA HDUS 2 6.5k 5/5-606 HDB (2)HDUS 4 13.6k 10/5-606 HDC HDU14 5 14.4k 5/5-606 HDD GM5TG16 2 4.6k 12/5-606 E PANEL NAILING 3x END 5TUD 4x4 or 4x6 (2) ROW5 PANEL 5HEAR WALL WALL WALL BOT. PLATE E PER 30/5-606 (TO MATCH NOMINAL PANEL NAILING NAILING PER PER PLAN t.o. 5tem wall 11 PER 30/5-606 30/5-606 < NON-5HEAR WALL or footing 5HEATHING 5HALL WALL THIGKNE55) _ BE CONTINUOUS THRU 5HEATHING 5HALLZ�__ = END OF CO WALL INTERSECTION BE CONTINUOUS THRU WALL TOP REINF. THREADED ROD WALL INTERSECTION PER DETAILS W/ DBE. HEX NUT 2 (2) 4x 48 HOLDOkNN 5GHEDULE NOTES: t WASHER '/4'x2"x2" MAX. # -124 - DIAMETER PER D HOEDOWN TYPES REFER TO 51MP50N 5TRONG-TIE CATALOG CALLOUT5. A7' INTFRS5GT/ON A7' INTERS,5GT/ON A7' L/NTFR5FGT/ON (2)#4 VERT. W/ 5TD. HOOK 51MP50N CATALOG AT TOP MATCHING (2)#4 VERT. W/ 5TD. HOOK ( NAIL PLYWOOD 5HEATHING TO 5TUD5 RECEIVING HOEDOWN W/ Al- TERNA7`5 - 5INGLE 5/17E17 5HEAR l�L.L5 FTC. DOWEL5* AT TOP � MATCHING 5TUDD5 HEAD PANEL EDGE NAILING. STAGGER NAILS 50 THAT EACH MC)4NALL GONDITION FTC. DOWELS* END/CORNER CONDITION 5 6 FACE -NAILING 2x END 5TUD 4x4 or 6x6 FOR GALL-OUT5 PANEL NAILING PER 30/5-606 (TO MATCH NOMINAL IN COMMON 5EE PER 30/5-606 2x END 5TUD 5D5 ''/4x4'/2 WALL THIGKNE55) DETAIL 5/5-606 @ g"oc 5TUD5 PER HOEDOWN A5 REQD. TO FIT STRAP PER 5GHEDULE 5GHEDULE OR PLAN HOEDOWN 0 o NOTCH 5HEATHING FOR 4x4 or 6x6 J015T 5TRAP PENETRATION (TO MATCH NOMINAL (2) ROWS PANEL ORIENTATION (2)2x END 5TUD AT PANEL NAILING FAGS -NAILING WALL THIGKNE55) PANEL NAILING NAILING PER PER PLAN SHEATHING PER PLAN GORNER (MULTI-5TUD PER 30/5-606 PER 30/5-606 PER 30/5-606 30/5-606 P05T PER PLAN OR 5TUP5 PER GONTINUOU5 PANEL D HOEDOWN FR. WHERE PER 30/5' 6106 D FULL WIDTH BLOCKING OCGUR5) I I BELOW WALL END 5TUD5 -- --------,-- WRAP 5TRAP AROUND BEAM PER PLAN FRAMING CONTINUES r4T CORNER r4T CORNER r4T /NTFR5FGT/ON B.O. BEAM (2'-0" MIN.) o � � II �� (WHERE O(:CURS) II II II o NOTE: A5TER15KED ITEMS 5HALL BE IN5PECTED PRIOR TO IN5TALLATION OF 2nd LAYER OF - - REINF. PER 5/5-606 _ PLYWOOD 5HEATHIN6. (EITHER MID -WALL OR Typical Shear Wall Intersection Plan 9 END/CORNER CONDITION 10 CONDITION nXEREML.1- COWIT/ON 1NHEREMLL5 OCCUR 12 Yp A5 APPLICABLE) BELON VOE5 NOT OCCUR ABOVE ANV BELON FLOOR 5HEATHING PER 5GHEDULE 5EE FRAMING > z LAID UP VERTICAL OR o a PANEL NAILING DETAILS HORIZONTAL o W o INTERMEDIATE FRAMING CONT. L5L RIM BOARD °- NAILING PER NOTE 2 NAIL5 OR 5D5 5GREW5 i- PER 5GHEDULE PER 5GHEDULE _ BOTTOM PLATE (BLKG. NOT ALLOWED) o (CONTRACTOR 5 OPTION) HANGERS PER PLAN WHERE ,� LTP4 WHERE OCCURS ATTACHMENT TO WOOD v ►u (STAGGER A5 REQD. 2x PLATE C � n PER NOTE 7O) - -� BELOW PER 56HEDULE JOISTS FRAME INTO WALL C - -- �,--- -- FLOOR OR ROOF HANGERS PER RIM J015T PLAN WHERE J015T I I OR BLOCKING BEARING LENGTH I I 15 LE55 THAN 13/" CONNECTION OF J015T T.T OR BLKG TO TOP A35 PER 5GHEDULE JOISTS PER PLAN PLATE PER 5GHEDULE 5D5 5GREW5 PER 5GHEDULE (ORIENTATION VARIE5) , PANEL NAILING PER 5GHEDULE PANEL NAILING PER 5HEATHIN6 BOTH 51DE5 WHERE INDICATED 5GHEDULE INTO GENTER JOINT OF ABUTTING UPPER PLATE 0 o PANELS ON FRAMING MEMBER 13 14 15 ILL-(3RECEIVING EDGE NAILING LTP4 PER 5GHEDULE (MAY BE A- PLACED OVER 5HEATHIN6 o 3x STUD WHERE REQ'D AND IN EITHER VERTICAL OR PER 5GHEDULE � i > 5EE FOUNDATION t WASHER PER GENERAL HORIZONTAL ORIENTATION) DETAILS STRUCTURAL NOTES � � � • � 3x SILL PLATE WHERE o 5HEATHIN6 PER 5GHEDULE READ. PER 5GHEDULE P.T. PLATE (THIGKNE55 PER 5GHEDULE) - ; GONG. 5LAB OR TOP OF CONCRETE WALL PER PLAN PANEL NAILING PER z �- 5GHEDULE. U5E GALV. ANCHOR BOLT5 _ NAIL5 INTO P.T. PLATE 4" MAX DIAMETER DRYER 5HEAR WALL VENT HOLE5 - LOCATE B PER 5GHEDULE 5TRAP ABOVE VENTS 'L' PER PER 5GHEDULE PER GENERAL U5E GALVANIZED NAIL5 5TRUGTURAL NOTES PER GENERAL 5TRUGTURAL NOTE5 AT PRE55URE 55GT/ON ANCHOR BOLTS AND SPACING TREATED SILL PLATES B PER 5GHED111 E 56HEDULE RIMBOARD PER DETAIL5 51-5V 4T/ON 1" HOLE 5TUD WALL TOP PLATE PIAMATER MIN. TYPICAL 5HEAR AAL.L. NA&ING CONVENT/ON 5HEATHING I$ NAILING 5HEAR WALL PER PLAN PER 5HEAR WALL 5GHEDULE O O ABOVE I BELOW OPENING ---------IIII-II -----�� -----II-II -----IIII-II -----II-IIII -----..-II -----IIII --IIIIII ------- -------- 77----7IT-----7 -- -----PROVIDE 2x BLKG BEHIND ALL 5TRAP5 WHERE MEMBER 519 DO NOT OTHERWISE OGGUR II II II II II II II II II II II II DOUBLE 5TUD (FULL HEIGHT) " Y IES EA. SIDE OF OPENING. X 'L' PER IAI II II II II NAIL 5HEATHIN6 PER 'PANEL 5 E NAILING' GOLUMN OF �� II II 5HEAR WALL 5GHEDULE II II II II II II II II II II II II II II �� II I I I I I I I I 5TRAP PER 5GHEDULE ABOVE 5TRAP5 AT EXTERIOR 5HEAR WALL5 OPENING 5PAN 5TRAP TYPE 5TRAP EXTEN51ON 'L' <_ 7-0" GM5TG16 20" 7-0" < L < 13'-0" GM5TG14 24" MARK 5HEATHING (D 0.145" x 2'/2' PANEL NAILING 4) THIGKNE55 OF 5TUD OR BLKG. AT ABUTTING PANEL EDGE5, AND THIGKNE55 OF FOUNDATION 51LL PLATE MINIMUM L5L OR LVL RIM BOARD THIGKNE55 (BA5ED ON 5HEAR WALL BELOW RIM BOARD) (4) CONNECTION OF J015T OR BLKG. TO TOP PLATE (BA5ED ON 5HEAR WALL BELOW RIM BOARD) ® BOTTOM PLATE ATTACHMENT ® ANCHOR BOLTING TO GONGRETE a�g LRFD CAPACITY (PLF) A35 GLIP5 LTP4 GLIP5 %4' x 5" 5D5 5GREW5 0 0.148" x 3'/4' NAIL5 O '/4' x 5" 5D5 51REW5 (]s %a'� 34"� W6 %2' 6"oc 2x 13/4' 22"oc 23"oc 21 "oc Toc 21 "oc 48"oc 48"oc 4q5 W4 %2' 4"oc 3x 13/" 15"oc 15"oc 14"oG 4"oc 14"oG 47"oc 48"oc 735 W3 %2" 3"oc 3x 13/411 12,'oc 12i'oc 11"oc (2) ROW5 @ Toc 11"oc 36'bc 47°oc q60 W2 %2 Tor, 3x 1 / g oc g oc 8 oc (2) ROW5 @ 5 oc S oc 28 oc 36 oc 1230 2W4 ''/2' EA. 51DE © 4"oc 3x 3%2' Toc Tor, Toc (2) ROW5 @ 4"oc Toc 23"oc 30"oc 1470 2W3 ''/2' EA. 51DE © 3"oc 3x 3%2' 6"oc 6"0c 5"0c NOT ALLOWED 5"oc 18"oc 23"oc 1g20 2W2 ''/2' EA. 51DE © Toc 3x 3'/2' g"oc EA. 51DE I g"oc EA. 51DE I 4"oc I NOT ALLOWED I 4"oc 14"oc I 15"oc 1 2465 TI IT TI IT I III III BELOW OPENING OVER .I I 5HEATHING PER NAIL HALF OF PER 5GHEDULE 5HEAR WALL 5GHEDULE NOTES: 5GHEDUL 5TRAP HOLES 5HEATHING 5HALL GON515T OF 15/52" 05B (11/52" 05B AT W2-5/8) AT INTERIOR WALL5, AND 1/2" PLYWOOD © WHERE PANEL5 ARE APPLIED TO EACH FACE OF A WALL, PANEL JOINT5 5HALL BE OFFSET TO FALL ON FULLY NAIL 5TRAP EXTENSIONS NAIL HALF OF AT EXTERIOR WALL5. 05B 5HALL NOT BE 5UB5TITUTED FOR PLYWOOD OR VIGE VER5A. 5HEATHING 5HALL DIFFERENT FRAMING MEMBER5. A NARROW WALL PIER NOTE: 5TRAP HOLES HAVE A MINIMUM 5PAN RATING OF 24/0. A PER PLAN - 5TRAP TH15 DETAIL APPLIE5 AT OPENINC75 O GLIP5 5HALL BE IN5TALLED W/ 0.131 x 2 1/2" NAIL5 IN ALL HOLE5. WHERE GLIP5 ARE REQUIRED EACH SIDE, ACRO55 BOTH IN ALL EXTERIOR 5HEAR WALL5. PANEL NAILING APPLIE5 TO ALL 5HEATHING PANEL EDGE5. IN5TALL BLOCKING AT ALL UNFRAMED PANEL GLIP5 5HALL BE 5TA6GERED TO AVOID NAIL INTERFERENGE. OPENINGS E06E5. NAIL 5HEATHIN6 TO INTERMEDIATE FRAMING WITH PANEL NAIL5 AT 12"oc. ® GONTRAGTOR MAY U5E EITHER OF THE CONNECTION OPTIONS INDICATED AND MAY GOMBINE A35 GLIP5 ON MUL T/PEE OPEN/N65 TYPlGt4L OPEN/N6 DOUBLE 2x MEMBER5 MAY BE 5UB5TITUTED FOR 3x MEMBER5 AT WALL5 WITH ONLY ONE LAYER OF ONE 51DE OF WALL WITH LTP4 ON THE OPP051TE 510E. (2 OR 3 OPEN/NC-5 25FEN17/N& ON LOGAT/ON) 5HEATHING. WALL 5TUD5 5HALL BE FACE NAILED TOGETHER PER THE BOTTOM PLATE ATTAGHMENT COLUMN OF THE 5GHEDULE. 51LL PLATE5 5HALL BE NAILED TOGETHER W/ 10d @ 5"oc, 5TA66ERE0. ® PLATE WA5HER5 IN 2x4 5TUD WALL5 AND ALL 51NGLE 510ED 5HEAR WALL5 5HALL BE 3"x3"x0.22g". DOUBLE 51DED 2x6 5HEAR WALL5 5HALL HAVE 4%2'x3"0.22g" PLATE WA5HER5. THE EDGE OF PLATE ® 5EE PLAN5 AND DETAIL5 FOR LOGATION5 WHERE THIGKER RIM BOARD MAY BE REQUIRED. WA5HER5 5HALL BE LOGATED WITHIN ''/2' OF THE EDGE OF BOTTOM PLATE ON THE 51DE WITH 5HEATHING. "' 3�a'-1'-o" ROW5 OF NAIL5 AND 5D5 5GREW5 5HALL BE OFF5ET AT LEA5T 1/2" AND 5TA66ERED. MINIMMUM EDGE j IN5TALL ADDITIONAL ANGHOR BOLTS EAGH SIDE OF PLATE BREAK5 AND PENETRATION5 EXGEEDING 25 27 D15TANGE FOR NAIL5 AND 5D5 5GREW5 INTO RIM BOARD 5HALL BE 5/8". THE "NO REINFORGING" HOLE 51ZE PER .6001 30 1 2 3 4 5 6 mdh1um 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-41 51 OFFICE (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC �• c 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION 17 SCHOOL• Each student learning, every .. EDMONDS SCHOOL DISTRICT MADRONA SCHOOL REPLACEMENT 9300 26TH ST. SW, EDMONDS, WA, 98020 ZONE KEYPLAN MARK DATE ISSUE DATE: ISSUE: DESCRIPTION 09 JANUARY 2017 ill PROJECT NO: S130282-01 DRAWN BY: JZB CHECKED BY: JAW, RJV COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" SHEAR WALL SCHEDULE & DETAILS E U 1 2 3 4 5 6 E E o0 1 2 3 \\ ` 3°0 8" CMU WALL i I i 3 � 5-302 � I ` I D I I `. 24" � GONG. COLUMN EMBEDDED 6'-0" \ D BELOW GRADE W/ (6)#6 LONG. REINF. AND # 4 TRAN5. 5PIRAL AT I" PITCH (6) LOCATIONS. EXTEND TO 3'-0" BELOW ROOF BEAM I 1.5 I 7 8 9 _ - --_ ' 1.6 1 FOUNDATION PLAN 1 /8" = 1'-0" C c 13 14 15 s �o B 3" d p. x 20 6A. R �o+�+� `�� R��� METAL DECK B i 'yss , HS5'OX4X � io o NTH. J NS I STD PIPE KING P05T 19 20 21 J 6, m� os� �fi x 1.5 HSS'DX4X% Hs 5 ZOXBX/ �C � I HS51OX4X 1 A 84 " X5 PIPE WELDED TO A FIXED EMBED AT TOP OF CONC. COLUMN 1.6 2 ROOF FRAMING PLAN 1 /8" = 1'-0" 30 251 26 1 271 1 1 1 2 1 3 1 4 5 6 mdhlum 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-41 51 OFFICE (206) 441-0478 FAX 1231 NW HOYT ( SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION 11 studentEdftlonds SCHOOL DISTRICT Each every .. EDMONDS SCHOOL DISTRICT MADRONA SCHOOL REPLACEMENT 9300 26TH ST. SW, EDMONDS, WA, 98020 ZONE KEYPLAN MARK DATE DESCRIPTION ISSUE DATE: 09 JANUARY 2017 BUILDW6�iilrr PROJECT NO: S130282-01_ DRAWN BY: JZB CHECKED BY: JAW, RJV COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" COVERED PLAY FRAMING PLANS AND DETAILS 1 1 2 1 3 1 4 1 5 1 3 11 ffl LEGEND BUILDING FOOTPRINT ---- ------ ---- ----- --J ROOF OUTLINE i � EXISTING BUILDING TO BE DEMOLISHED I _ _J -� EXISTING BUILDING TO REMAIN � • • � PROPERTY LINE - - - - - - - 25 FT SETBACK 93'Ft� pVE.V 1. SITE INFORMATION CONTAINED HEREIN, INCLUDING BUT NOT LIMITED TO, DIMENSIONS AND LOCATIONS OF EXISTING UTILITIES, IS BASED ON THE SURVEY BY PACE ENGINEERS, DATED OCTOBER 13, 2016 AND IS PROVIDED FOR INFORMATIONAL PURPOSES ONLY. THE ARCHITECT TAKES NO RESPONSIBILITY FOR ITS ACCURACY. 2. CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING UTILITIES. CARE SHOULD BE TAKEN TO AVOID DAMAGE TO OR DISTURBANCE OF EXISTING UTILITIES. 3. PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING. 4. UNLESS OTHERWISE NOTED, DIMENSIONS ON SITE PLAN ARE TO FACE OF CURBS, EXTERIOR FACE OF BUILDING FOUNDATIONS AND GRID LINES. i • 1 1 1 1 1 1 III 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC 8559 � REGISTERED DAVI GTON DISTRICTEdmonds OF SCHOOL Each student learning, everyday! MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 ZONE KEYPLAN CUP 01 07/25/16 MARK DATE ISSUE DATE: ISSUE: CUP RESPONSE 01 DESCRIPTION 09 JANUARY 2017 Fpr0Tfyj—wlTAffl PRO ECT_NO_-----------------------------------------------------201.591_3.00- DRAWN -BY: ------------------------------------------------------------- A D / E M- CHECKED BY: DM COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ARCHITECTURAL SITE PLAN ARCHITECTURAL SITE PLAN 1 " = 50'-0" NORTH um Rim 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC "" � REGISTERED DAVI GTON Edmonds SCHOOL DISTRICT Each student learning, every day! MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 B A D 2 ZONE KEYPLAN CUP 02 09/21/16 CUP 01 07/25/16 MARK DATE ISSUE DATE: ISSUE: CUP RESPONSE 02 CUP RESPONSE 01 DESCRIPTION 09 JANUARY 2017 A F p 13►LTfyj—wl TA M PRO JEECT-NO - ------------------------------------------------------ 2015913.00 DRAWN -BY: ------------------------------------------------------------- AD/EM- CHECKED BY: ----------------------------------------------------------- DM COPYRIGHTMAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" FLOOR PLAN - OVERALL ow 1 1 2 1 3 1 4 1 5 1 6 I I N I I AI lt 1- t, PihJ 14 V-0" NORTH mdhlum 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE E (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (5 03) 224-403 2 OFFICE (5 03) 2 24-0918 FAX MAHLUM ARCHITECTS INC "Edmonds W SCHOOL DISTRICT Each student learning, everyday! MADRONA SCHOOL REPLACEMENT 9300 236TH EDMONDS, WA 98020 N B ZONE KEYPLAN MARK DATE DESCRIPTION ISSUE DATE: 09 JANUARY 2017 ISSUE: BUILDING PERMIT PRO "ET -NO - ------------------------------------------------------ 2015913.00 DRAWN -BY: ------------------------------------------------------------- AD/EM- CHECKED BY: - - ------------------------------------------------------------ DM - ------ COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" A FLOOR PLAN - ZONE A 1 1 2 1 3 1 4 1 5 1 6 1 1 2 3 1 4 5 1 6 mdhlum 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE (206) 441-0478 FAX M r. 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX ----------------------------------------------------------------------------------------------------------- MAHLUM ARCHITECTS INC Al A-403 4'-0" 2l'- 2" 92w 10" 20'- 4" 46'- 10" 71'- 1" 22'- 10" 3'- 101, 4'- 8" 16-0 8-6 16-0 5-0 :_ 3 1/2 UNITS 12 UNITS 6 1/4 UNITS 12 UNITS 3 3/4 UNITS 3/4" HOUR rA-2 21 B PROTECTED OPE--N-I-NG----- Dl -J R FIRE RA 1 6 --AT I w 25'- 0 3/4" 1 HR FIRE R ED w DS ---- -- --- U) cli U) ---- --- ---- --- - ---------- DS ---------- ---------------------- DS__ -- -- - ---- ---- ---- ---- ---- ---- ---- ---- --- --- - - --- ---- --- ---- ---- ---- -- ---- --- --- --- - 4 - - - -- - - - - F'=p 4� MIT OFFICE [::q� co 4 4 6 1 1 C'J Co T 1328 -2'- 4" � - - - i N N I _ I - I - _E4:A361 co 6 1 _ -4 4 41 Cp 4 IX67 6\4 IA41 12' 06 41 00 CASEWORK HEAT PUMP 9 1/2 UNITS NI, A4 00 GENERATOR TRANS- I I 4 4 < I , I A-26 Al :134.2 ---- ------ co It __1 I �0 ---- ------ T� . .... 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HALLWAY 954" GYM WFS 50 . ... ........ A4 [;7 Al 95'- 7" A4A-333 A 0 0 0 A 0 d A-221 B 0 -------------------- I 1� 0 14'- 5" 16_ 16'-0" FS 118'- 0" 67'- 2" 71'- 1" 8 MARK DATE ISSUE DATE: ISSUE: PR"E T-NO - ------------------------------------------------------ 2015913.00 DRAWN -BY: ------------------------------------------------------------- AD/EM_ CHECKED BY: DM — - ------------------------------------------------------------ - ------ COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" A A FLOOR PLAN - ZONE B FLOOR PLAN - ZONE B Al 1/8" = 1'-0" NORTH Aml 21 B 2 3 4 5 6 EGISTERED GTON DESCRIPTION 09 JANUARY 2017 A F p 13►LTfyj_w.1 TA M Rim 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC "" � REGISTERED DAVI GTON "Edmonds W SCHOOL DISTPICT Each student learning, everyday! MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 ZONE KEYPLAN MARK DATE ISSUE DATE: ISSUE: DESCRIPTION 09 JANUARY 2017 A Fpr0Tfyj—wlTAffl PRO JC T-NO - ------------------------------------------------------ 2015913.00 DRAWN -BY: ------------------------------------------------------------- AD/EM- CHECKED BY: DM — - ------------------------------------------------------------ — ------ COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" A-121 C Rim 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC "" I REGISTERED GTON Edmonds Wl SCHOOL DISTIZICT Each student learning, every day! MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 ZONE KEYPLAN MARK DATE DESCRIPTION ISSUE DATE: 09 JANUARY 2017 ISSUE: BUILDING PERMIT PRO JC T-NO - ------------------------------------------------------ 2015913.00 DRAWN -BY: ------------------------------------------------------------- AD/EM- CHECKED BY: DM - - ------------------------------------------------------------ - ------ COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" Rim 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC "" � REGISTERED DAVI GTON "Edmonds W SCHOOL DISTRICT Each student learning, everyday! MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 ZONE KEYPLAN MARK DATE DESCRIPTION ISSUE DATE: 09 JANUARY 2017 ISSUE: BUILDlt�6�i1drr PRO JC T-NO - ------------------------------------------------------ 2015913.00 DRAWN -BY: ------------------------------------------------------------- AD/EM- CHECKED BY: DM — - ------------------------------------------------------------ — ------ COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" FLOOR PLAN - MECHANICAL LEVEL A-122 I 3 I I q*lAilk 6 I N 7r A-221 C 2 HOUR FIRE WALL rA-221 B ui Lu Cl w w 1 .1 1.2 1( Dl 2 2.3 3 3.4 4 U) (1) 6 O 10 12 1 HOUR FIRE RATING DASHED LINE INDICAT S SOLAR READY ZONE DASHED LINE INDICATES BUILDING FOOTPRINT BUILDING FOOTPRINT E FDS—"I DS L C4 ' a - - - :c4 I. o �\ ca N ` \ N C C4 DS DS DS=j --- -------------- - ----- 0) cli Li co 4' 8 5�8" 21'- 11 1/41, ca C'4 <iii RIDGE <NA RIDGE RIDGE ------------------- ----- — ----------- - ------- ------- L Ii x" -- ----- --- 2 HR FIRE WALL C'l SEPARATION AND SEISMI (AA-2�21 B JOINT (SEE STRUCTURAL) ---- ----------- --------- - ----- -- -- ----------- - D6 VHR ASSEMBLY AT I FE] 1:1 1:1 --------- - ------ --------- ------ - ----- - -- - - ---------- - --------- DECKING Ll - - -- - ----------- Al A Al) F -221 B - ----------------------------- --- I --------------- - - ------------------- -- - -- (I U? c� < lx I E5�� ROOF ACCESS HATCH S J( cl TO MECHANICAL LEVEL Al-2 B w W SKYLIGHT - TYP. �T- 0" T- 0" T- T- 0" —N D 0 RID co ---- --- - -- -------------- - - - - --------- ------------- ---- - ----- - --- — ----- - --------------------- ------------- - ----------- ----------- - - - -- - ------------------- - ---------- - ------ ----- - ------ ----------- - --------- ------ - ------- ----------------- - - ------ --------- - ----------------- --- DA\\ E ----�A ------ — ------ - ------- ---- ------ E4 04 N. -141C SEE 1/A-141B 21 B 5 SEE 1/A T- 0" A-�21B-L gook-Amow-40I -ANOW—ANI ANN" Im -"I rpmrrm- 7� -Z"pn I-np - - - - - - - - - - A A SEE I/A-141A 11 1/8"- 11 V - 6 3/78� l COURTYARD CCOURTYARD -;7 SEE 1/A-141D 2" 1 1 A4 A-221 C AD ------ A-221 B 7=7 Q -E -N c\1 - —c\j CN C\l T0 lo" SKYLIGHT - TYP. 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BUILDING FOOTPRINT Al ��-22�D 11 B 14 Rim 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC "" � REGISTERED GTON Edmonas MW SCHOOL DISTRICT Each student learnin�g, every day! MADRONA SCHOOL REPLACEMENT 9300 236TH EDMONDS, WA 98020 ZONE KEYPLAN MARK DATE ISSUE DATE: ISSUE: DESCRIPTION I.- Ink "Im PRO "ET -NO - ------------------------------------------------------ 2015913.00 DRAWN -BY: ------------------------------------------------------------- AD/EM- CHECKED BY: ----------------------------------------------------------- DM COPYRIGHTMAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" oo O I I m I I Rim 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC "" � REGISTERED DAVI GTON "Edmonds W SCHOOL DISTRICT Each student learning, everyday! MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 �0� 00 D24 Dl:f-1 ZONE KEYPLAN MARK DATE ISSUE DATE: ISSUE: DESCRIPTION 09 JANUARY 2017 A Fpr0Tfyj—wlTAffl PRO JC T-NO - ------------------------------------------------------ 2015913.00 DRAWN -BY: ------------------------------------------------------------- AD/EM- CHECKED BY: DM — - ------------------------------------------------------------ — ------ COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ROOF PLAN - ZONE A Rim 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC "" � REGISTERED DAVI GTON "Edmonds W SCHOOL DISTRICT Each student learning, everyday! MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 !AT0� 0 .4 D 24 ZONE KEYPLAN MARK DATE ISSUE DATE: ISSUE: DESCRIPTION 09 JANUARY 2017 A Fpr0Tfyj—wlTAffl PRO JC T-NO - ------------------------------------------------------ 2015913.00 DRAWN -BY: ------------------------------------------------------------- AD/EM- CHECKED BY: DM — - ------------------------------------------------------------ — ------ COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ROOF PLAN - ZONE B Rim 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC "" � REGISTERED DAVI GTON "Edmonds W SCHOOL DISTRICT Each student learning, everyday! MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 ZONE KEYPLAN MARK DATE ISSUE DATE: ISSUE: DESCRIPTION 09 JANUARY 2017 A Fpr0Tfyj—wlTAffl PRO JC T-NO - ------------------------------------------------------ 2015913.00 DRAWN -BY: ------------------------------------------------------------- AD/EM- CHECKED BY: DM — - ------------------------------------------------------------ — ------ COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ROOF PLAN - ZONE C a w Rim 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC "" I REGISTERED GTON Edmonds SCHOOL DISTRICT Each student learnin�g, every d MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 ZONE KEYPLAN MARK DATE ISSUE DATE: ISSUE: DESCRIPTION 0--owkI., PRO JC T-NO - ------------------------------------------------------ 2015913.00, DRAWN -BY: ------------------------------------------------------------- AD/EM- CHECKED BY: DM — - ------------------------------------------------------------ — ------ COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ROOF PLAN - ZONE D 1 I , 1 1 2 1 3 1 4 1 5 1 6 I I N I ffl 00 1 0 w LU w w 3 3.4 4 co 1 cn 6 O 10 12 1.1 1.2 2 2.2 2.3 ,dl �C2 G-031 DS::�� S-\/\,/\ -,DS\ --------------- ------ ------- ------------------------------ ------- ----------------------------- - ----- ------------------------------ ------- - ---------------------------- ------- ------------ Mi O--FI E. /I V ELEC f T - ----- FFTI M FFF1 I H W DS_ ---------- COMMONS ------ ---- DS D, ITO 1A rLC (1) IS E- R- I .1 HALULWAYr---- T C ST RISER MECH L C (M sci STOI Z-- CUSTODIAL AIR INTAKE LOUVER _.�UP M p SEE MECHANICAL L( (C H� RECIEVING 77 CH OUP� SM/ -� ' E 71 7 ,—E BAIn T/ ACTI( \/j P. 7 1 W BOILER/MECH 7777 1 ---------------- ----- ------------------- ME PRACTI:�E -T] I 7 71 1 ST IDF ------- --------- ------ - -------------------- ----- ------------- J R E -z E-R L TOR vvvuuu INU A,:) E 71 77 ADD. 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SEE SOFFIT DETAILS ACCESS PANEL SEE PLAN FOR LOCATION AND SIZE SUPPLY - CEILING DIFFUSERS & GRILLES zRETURN - CEILING DIFFUSERS & GRILLES CO SECURITY CAMERA OC OCUPANCY SENSOR PE PHOTO ELECTRONIC SENSOR 09 21 16 GYPSUM WALLBOARD 09 51 00 ACOUSTIC CEILING TILE 09 54 26 ACOUSTIC WOOD CEILING 09 51 00 ACOUSTIC CEILING GRID WITH PANELS AS INDICATED 09 51 00 ACOUSTIC CEILING SYSTEM 09 24 00 PORTLAND CEMENT PLASTER OPEN TO STRUCTURE ABOVE M KEYNOTES — —n G O C> N I Rim 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC REGISTERED GTON Edmonds Each student learning, everyday! MADRONA SCHOOL REPLACEMENT 9300 236TH EDMONDS, WA 98020 B 00 A .0 D 24 D ZONE KEYPLAN MARK DATE DESCRIPTION A. LIGHT FIXTURES AND ELECTRICAL EQUIPMENT SHOWN FOR LOCATION AND ORIENTATION ONLY. REFER TO ELECTRICAL DRAWINGS FOR QUANTITIES AND ISSUE DATE: 09 JANUARY 2017 ALL ADDITIONAL INFORMATION. ISSUE: BUILDING PERMIT B. MECHANICAL DUCTS, DIFFUSERS AND GRILLES SHOWN FOR LOCATION ONLY. REFER TO MECHANICAL DRAWINGS FOR QUANTITIES AND ALL ADDITIONAL INFORMATION. C. ALL CEILING SUSPENSION SYSTEMS SHALL HAVE SEISMIC RESTRAINTS THAT PRO "ET -NO - ------------------------------------------------------ 2015913.00 COMPLY WITH APPLICABLE CODES AND ORDINANCES IN FORCE AT TIME OF DRAWN -BY: ------------------------------------------------------------- AD/EM- CONSTRUCTION. CHECKED BY: DM — - ------------------------------------------------------------ — ------ D. CENTER ALL LIGHTS, EQUIPMENT, SIGNS ETC, U.N.O. COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" E. CENTER ACOUSTICAL CEILING TILE IN ROOM U.N.O. A REFLECTED CEILING PLAN OVERALL NORTH Am151 5 6 Rim 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC "" � REGISTERED DAVI GTON "Edmonds W SCHOOL DISTRICT Each student learning, everyday! MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 �0� 00 D24 Dl:f-1 ZONE KEYPLAN MARK DATE ISSUE DATE: ISSUE: DESCRIPTION 09 JANUARY 2017 A Fpr0Tfyj—wlTAffl PRO JC T-NO - ------------------------------------------------------ 2015913.00 DRAWN -BY: ------------------------------------------------------------- AD/EM- CHECKED BY: DM — - ------------------------------------------------------------ — ------ COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" REFLECTED CEILING PLAN - ZONE A Rim 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC "" � REGISTERED DAVI GTON Edmonds W SCHOOL DISTRICT Each student learning, every day! MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 w � !AT 0 .4 D 2 ZONE KEYPLAN MARK DATE ISSUE DATE: ISSUE: DESCRIPTION 09 JANUARY 2017 A F III 13►LTfyj—wl TA M PRO JEECT-NO - ------------------------------------------------------ 2015913.00 DRAWN -BY: ------------------------------------------------------------- AD/EM- CHECKED BY: ----------------------------------------------------------- DM COPYRIGHTMAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" REFLECTED CEILING PLAN - ZONE B 6 Rim 0 0 Al A-311 i A4 A-342 MANUAL ROLLER w' SHADES, TYP w U) _ i`<, i r,` ,,`i'r r\i, r r i r\i, r r i r\i, r r i r\i, r ✓'r i t\i r r i r\i r r i r\i r r i r\i rr r r—r r i r—i, r r i r—i, r r i r—r r — r r r — rr r r— r r r r r r r r r r r r r r r r r r r r r r r r r r YP Gr, r ��r ` I` i—` ;',GYP � �; GYP•' i—` � r ��r _� � i ��r ` � ',_ 'GYP'• ' ��r ` � i_� � i i r - 9' 2"AFF 2" AFF ' — 9'-2"AFF 9'-2"AFF ` _ `�_ GYP': SLOPE: SLOPE' SLOPE" SLOPE � - "� ' I � ��r iri r ��r iri � � i,• �, � CT-1 � I �— rl � � _�i 1 9 2" AFF GYP 9' - 2" AFF _ _ r� \ 9 - 2" AFF-1GYP 9' - 2" AFF 9'-2"AFF /IN ILIr %i /Ir 9'-0"AFL ( 5 5 I AIR INTAKE LOUVER SEE MECHANICAL LG Y _ � P " ; ' , 9 ' G -; Y P G Y G S LPO P ESLOPE ' , l _ � ' ` ,GYGP T-2"AFF" - 2"AFF 9'-2"AFF T-2"AFF, CS-1 9'-2"AF' \ � r \ � r SLOPE' SLOPE'. r rI r GYP-. , GYP: _• GYP;' GYP T-2"AFF 9'-2 AFF 9 -2"AFF T-2"AFF-`_ r �- GYP ,, _ _ GYP' " ::•_ ',•` _• _ CS-1 9' - 2" AFF r %I t : 3 G 00 _ Y1 A A P A f t ; , ' , - 0 0 r l -T- 2AFF 9 '- A F9-2"AFF C T - L� 555� C l fl a0 +0 •TMECH LC CIRC R 3o I D F 503 AMECTOR 504 9'-2"AFF 301 PG 9'- 2" AFF" 9'- 2" AFF $'-0"AFF8'-0"AFF ( OC�LT�A3 A-341 - -GYP•-GYP GYP, l t- r < i - - G Y P ; ' , • , G G Y Y : PP - ' , , � ' , _ _ . ; _ , • 9 : ' � , , , ; • ; . 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SLOPE, SLOPESLOPE• -GYP F9'-2"AFF 9'-2"AF amit 9'_2AFF Q r r r S02 _ 9 2AFF9 -2 AFF`A` IIl l /__- rri� \ � � I II r r � � � . D q . B G C � E S S . D 9 � � � � � � � � � � Al 6 � � � � � � i I � 0 I SM GROUP 201 B LC (M) 201 REFLECTED CEILING PLAN - ZONE C 1 /8" = V-0" 1 ` r r `i,� GYP rr rr�,r_ rr rr SM R U r rr rr rr r 2" AFF 9' - 2" AFF i` I'�` r 1`�-�`'j'�`'r I`9'-2"AFF•', I`r-`� I'�`'r � r-; I �` �`-, � '-, I �` i � LIB-'� I �`9'-2"AFF` I'�`'r�\r-; I : , � r-,` I - -i�r� rGYP -SLOPE, 9' - 2" AFF SLOPE' LC (DHH) 401 RCP SYMBOL LEGEND ACT-1 �� ,i `r� - I -'rr `t�I �� `� I'�' r�IrI r rr r �� � -- -�'r `�` r, ,r "� 'r , � � `` �� ' Ii r� �--I 'r%rrII� r` i�i - _ I _ �r� iiI� rr\ ,r-- � r i�lIl� `` �� ,i GG `r�- _I 'rr Y Y��� `�Ir��' r PP � lrI rrr r -- �� � ` _-- -� - ' ;r `� ` -_ . r, ,r"_�'r , �� `` ��' i r� � --I 'r%rrI �� r` i�i -� __ �r� iiI� rr-, r-- �rliil� `` ��,i `r� - `�I'�' r�IrI rrrr ���- ---�'`� r, ,, �"'r , �� `` �� ' ' i r� �--I' r%rr I I� r`i i� - � __ �r� i iI� r\ ,r-_ �r liI� ` ��i, `� I rr�� ��`�� r �rI rrr, ���--- r -�'r Y�� _ _: � __ , �� iiI � rr�, - _ ll� ` ��,i `,�- I -'rr� �� �� `�I'�r r�IrI rrr, ���-- --�'r `��r, ,, i ', , �` `` ��r' �i r� � --I'r%r I �� r` i� rrr r'lIlIl � � �i ` -IIr�`` _ �� ,i `,\ l- I -'"r r� `,\i- I \I�i \ , ��� --Ii' %rrl � �i i � __ �,� i I� l' --F--�--' r \'�i F r,,," _ir, , �` `` ��i,�i r� ��--I'��rl ���r�i i`� -� -_ �r� iI� rr� \ r, - -_ �i ll r``` `,\i- I r SLOPE SLOPE SLOPE: SLOPECT 9 GYP GYP 2 AFF 9 - 2' AFF 9'- 2" AFF 1 9 - 2 AFF 9'-0"AFF 9'-0A5A5 OTT, PE. SLOPE, SLOPESLOPE• -GYP F9'-2"AFF 9'-2"AF amit 9'_2AFF Q r r r S02 _ 9 2AFF9 -2 AFF`A` IIl l /__- rri� \ � � I II r r � � � . D q . B G C � E S S . D 9 � � � � � � � � � � Al 6 � � � � � � i I � 0 I SM GROUP 201 B LC (M) 201 REFLECTED CEILING PLAN - ZONE C 1 /8" = V-0" 1 ` r r `i,� GYP rr rr�,r_ rr rr SM R U r rr rr rr r 2" AFF 9' - 2" AFF i` I'�` r 1`�-�`'j'�`'r I`9'-2"AFF•', I`r-`� I'�`'r � r-; I �` �`-, � '-, I �` i � LIB-'� I �`9'-2"AFF` I'�`'r�\r-; I : , � r-,` I - -i�r� rGYP -SLOPE, 9' - 2" AFF SLOPE' LC (DHH) 401 RCP SYMBOL LEGEND ACT-1 CEILING TYPE AND HEIGHT FROM 9' _ 2" FINISH FLOOR EXTENT OF SOFFIT VENT. SEE SOFFIT DETAILS ACCESS PANEL SEE PLAN FOR LOCATION AND SIZE SUPPLY - CEILING DIFFUSERS & GRILLES RETURN - CEILING DIFFUSERS & GRILLES CO SECURITY CAMERA OC OCUPANCY SENSOR PE PHOTO ELECTRONIC SENSOR LC (DHH 402 Al A-311 RCP MATERIAL LEGEND KEYNOTES RCP GENERAL NOTES 09 21 16 A. LIGHT FIXTURES AND ELECTRICAL EQUIPMENT SHOWN FOR LOCATION AND GYPSUM WALLBOARD ORIENTATION ONLY. REFER TO ELECTRICAL DRAWINGS FOR QUANTITIES AND ALL ADDITIONAL INFORMATION. B. MECHANICAL DUCTS, DIFFUSERS AND GRILLES SHOWN FOR LOCATION ONLY. 09 51 00 REFER TO MECHANICAL DRAWINGS FOR QUANTITIES AND ALL ADDITIONAL ACOUSTIC CEILING TILE INFORMATION. C. ALL CEILING SUSPENSION SYSTEMS SHALL HAVE SEISMIC RESTRAINTS THAT COMPLY WITH APPLICABLE CODES AND ORDINANCES IN FORCE AT TIME OF 09 54 26 CONSTRUCTION. ACOUSTIC WOOD CEILING D. CENTER ALL LIGHTS, EQUIPMENT, SIGNS ETC, U.N.O. E. CENTER ACOUSTICAL CEILING TILE IN ROOM U.N.O. 09 51 00 ACOUSTIC CEILING GRID WITH PANELS AS INDICATED 09 51 00 ACOUSTIC CEILING SYSTEM 09 24 00 ` PORTLAND CEMENT PLASTER OPEN TO STRUCTURE ABOVE NORTH 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC 8559 � REGISTERED GTON • 11 • • 0 111111 60ATIT1.1 •il i ZONE KEYPLAN MARK DATE ISSUE DATE: ISSUE: DESCRIPTION PRO EST_NO_------------------------------------------------------ 201.591_3.00- DfMN_BY:------------------------------------------------------------- AD/EM- CHECKED BY: DM COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" REFLECTED CEILING PLAN - ZONE C 1 1 2 1 3 1 / A\ 1 5 1 3 1 i � � � 1 1 i i -I I; ,- I I / 1 'jr�`//,\/I,- v / /vI - \\ --\ - I I / i Iv "' i i I i i Iv �' ' 'i 1 / 1'v <-,; I /- I � �S 31. 9.6G�gPfln� ' ' v 10 1 - % 1 -; v 1 6 p - -� /1v - � v /� -/ /I I�Ivv-/I v/vvi/` /1vi ivI /v v/vv/v v v 1 1v j /�i / / //`/ i �`rl\ D 'y I 'yi'/v' i \/\! 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Iv/y� /_vim v-i v� v-i - - -_ _ _ ! /I ��� / /I —/y /v - 1 v/vv/vI/1 I /1 i ivIv/vv yIv/vv/v - _ vv /1 I iv v/ �/1 I ivIv - ivIv/vv/ / ' �i v/ vi v- , v- , v� H � � �I � I/ �i �i v- �i v/ v- 1/H H- v- I/ ' �i v / 1v 1 / , / ' / �` / ' / 1v 1 - v I / , / I / , / / / �` I / 1 / // v I v 1 / / I , // H , ,, v /, v / _v-v /1 H � GYP;•,' CT-1 GYP'' /"I -v /" -v-v -v-v / ` v-v / / v' GYP' GYP_ / v / _v_v 1 v v , - I i , ,. i , v v i , v v GYP: , • ,GYP v _ i / - - 1 I / - v / , , v - I ;_v '�, ' SLOPE' 9' - 2 AFF SLOPE ' - ' I / I /\ , ' 1 ' ;_` L PE .SLOPE" y_` '�, ' ;_v ' - ' / •SLOPE_ SLOPE, ; v ' i Iv '� i / i �' i Iv i �' i Iv ' S Q S Q v i '� /_�' i '� I. / �'I- I �' i Iv '� v/ —� v I v v M R UV,/I�/ v v 1 v v/ —� i v I v v/ —� `11' —� v I v v 1 v I v v 1 v v I v v/ _� v I -/ /I�/vim 03 y` /I-/ / v\-/ I-/ /1 /I� - / /I�/vim ,v - / / - / / I i \/ - H � I �\ i \ \ - / \ \- \ \- \- - 1 ' Iv / // / / Iv' / / v /- v /- / / / /- / / / / v v - v -v/ v ` ' v v 1 v 1 -/ / v 1 // / v \ \ 1 \ 1 I — , , , \ \ 1 \ i — ,, \ \ 1 — CT-1 CT-1 —\/ \ \— � H � A 1 11 \ // / \ v \ v \ A 1 / — I / / — I / \ / \ / v—v / / / /— / /— —v—v —v_v 1 / /_ v—v I / /" /\I —v_v \ \ / /" ` CT-1 C I� CT-1 ( CT-1 / I /' \ � CT- A— GYP CT-1 \ \ / \ / / 9' - 2" AFF GYP 9' - 2" AFF / \ I C � H \,\ \ 1 / \ \ I /_ 9'-0"AFF I /- \/ \/\ \ 9'-2"AFF - < ` - 9' - 2' AFF P / 9' - 2" AFF I\ / /\ � , , I/ \ / / 1 9'-2"AFF 20 9'-2"AFF \ 9'-2"AFFIII \ 1 \ /_ / \ i \ -\ \ \ , 1\4� � 11 4 � '\/,/ �Ill",,-,-",,"-,"",�,,�I'lI ", , T, - - " , I \ ` 1 H " " � ` `/ ' \' AIR INTAKE LOUVER `/ '-11 \' - \'-'/` `,, AIR INTAKE LOUVER ' /` `/ '-77 , - L --- Z7 1 , " — I \ I , ' "71 - - `/ ' \' /` / I 1 - 1 \ \ -\i \ \ -\i \ � � / i - 1 \ / 1 - I \ -\/ 6p -\i \ I\ 1 / , \ I I / / / , \ / \ I / , \ -\-\ I` / GYP>\// /-\/\/'' I )H H H ___ :.2 GYP;" I` , \ / \ SEE MECHANICAL \ / 1 _\_\ _\_\ I` , \ SEE MECHANICAL \_\ I` , \ /MI \ / _\_\ \ - I / � e I / / \ \ - 1 / - / - , - \ 1 `/ \ \ /-1 /-1 /'i / \ / /i / \ \ \ \ /_I r \ \ /_I /'i / I/ / \1 \ / \ _ \ ,SLOPE ;; r, �,. •, , . ` a 'V „ SLOPE \ I \ \ \ I \ / -�1j _/ 1 /\ \ ' I. i —J \' \ / / / \ ? , - GYPc ; - "-GYP" \ / \ \ / \ \ / 1 \1/ _� v I v i v GYP I v v 1 �/ —� v I v �/ —� v SLOPE �,I- SLOPE _ 1 v i v 1 v v 1 v i -/ /Iv/�� _ -_ /y� v-/ / `� /v-� /I / /I �� / /I 8. 0" AFF ' / / - /v v v 1 v / / \ L C I C - 1 1\ HGYP; - 1 YP - / v� 1v�� • v i v v� v v v v� v/ ` I I I 9' - 2" AFF ' 'GYP I I i / '11, T - 2" AFF \ ' / \ / / I / / \ _` GYP ;GYP- ; ' ; _ / I\ \ / E 9 - 2 AFF / \ \ \ / CS-1 „' ACS-1 \ / ; 1 / \ / \ /— ,..r. �t a ...y — \ / ' / / 9' 2" AFF 9' 2" AFF \ / \ ` \ 1 \ - GYP CT-1 : ,••. ;.GYP , ° ......'II \ ` \I ' 9' 2" At - 9' 2" AFF \ / / / G\7/\ - `_ \ - `_ . - GYP, /\ - /\ - / / \ � 9 2 AFF n \ / \ / / \ \ __� n n 11 L_ GYP.. GYP,, SLOPE' SLOPE _ - 6i�j' - - 'GYP - - _"` ° _J ; 9'-2"AFF 9'-2"AFF F GYP - YP \ E —/ ? — 7 _7 AFF .7 _9 AFF /\ —/ /\ —/ —/ — / / � — /v C' /v —/ — — -- — .. — .. — I / / / �. 1 I \1� L \ \ G r� 1 I / / I \ / /v,�v1v 1 \,/\ II / „ '; \/ _\ \ I \ \ 1 , /I\I/\\ 1 i y`'�'v //// 1 / // \ 1\1\ \I, \— I I i / 1 /_\ \I\ J/ -/I /v 0. �� / • 1 .�a■ _ �J 1 206 mm . • • C � IMIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ow— 1 -- �� AFF _CH �� ® 1 .= -___ I \\ / 1 / , i /1 / \/ \ ,i I I'; /I\ '/ \/I\ \ ` I. / ` ; \ \ ` I\ \/-� / \ / \ -/ / i\ I\ \/- \ / \,-/-/ I "v1 Iv"/"v iv1 /y� 11v"i \ / /,\, / I\ \ / //\ / I\ , / \I\ I-\/\, / 1\ I- / II / /I\I I\I \ �\'I i I/ i /\C /\'I/',-�-',I I. \i- -/ \ \\/ li\ `ivIv v/-y 1 \ iv Iv v/-� / / \-i / \ / \-/ / /1'' / , i "\/\, /\ ___, • 1 _. _. II� Immwiswal IMMI.—I • i 1 / .! I.11 �! -__— / / / /_ / /- I - - I I \ G G \ \ 1 ' \, /, \ II I � 7 7 \, /, I -\-\ / 7 � �- 2" AF 7' - 2" AFF / - -\ / - -\ _\ \ \ - 1 1 / /\\/- / N I, \\I / \I i I\ \ / / , / , I/ i I\ \ / i 1\ \ / 1 ' \ GYP^' E O R GYP I I\ / \ ' \ \I-\ 1 v� -v / / v v i v v /I /v v_ 9'-2"AFF O M 9'-2"AFF /� \—/\,—/—/ v v—/ v—� /I v/vvv/` /1v1 - /1v, ivv/v\ 1v1 i=�v/v/�v/v ' Iv /'/ vi/� Iv i,,`�i`, i /v 1v - 1v -v/v v -v/v 1 I / v�v 1v C K L v / / y / I � v / , � v_ v 1 `v �I1 20 -_1-1 208 /I1 /' `v � /' `v \ \ / _// ///\/ / //I \ I\ i ` I \ --\-1'-\-1' /,/\- /I \ I\ 1 ` 1 \ IN �I �v/-1v/' �v/-1v \ \ , , I/ / /\ I/ \III \\ �11 `\I ; / l\, / ,I�/vim / /I�/vim /v \\\\ /I\1 i\ \/\ /i\1 i\I\ \ \ /,\ i \ \ /,\ / \, 1, , ,,1 \ I\ 1 \ I \ -\- i ,1 ' I\ 1 \ 1 \\/ I- \- / \I 1' I I -�-i `'i/ � / t Ii'. '/ \� / I\ ` ,'I\ I, \I � / � I \ , /y, / /I /`� /v _ II �, (( MECH •1• ' '!� ' = wit — ��:��� �L''. �� —�- =--. ___-11 - - M.� 1 •1 '® =� • ' ' �T�# — ' " • c� �I ; I �■' �.7:7V'k1 �� -- - - - I ' / / \ \ \ / \ \ - I I j ' • GYP ' • GYP, '•' � ..• ; ,; '. `= \ _ � G GYP � GYP • ,. „ , , - 9 - 2 AF T - 2" AF -\-\ 1 / / ` \-\ I 1 / / " 7 - 2 AF 9 2 AFF - / ` \ \ - - \ _ v i'\ I/ % ; i \ \'\ 'GYP_' GYP' ' i ; I" I -GYP' , :.GYP ; \ \ /- \ ; / i GYP', GYP \ \ , „ - \1\,\I \1\,\I\ T-2"AFF �, 2"AFF\I\\ - \1 9'-0 AFFJ � I H I I" , 9'-0"AFF /I�/ \-/ /I�/ \-,\ 9'-2"AFF 9'-2"AFF -/\-/ /I / - _ v / /I I i / /i i Iv - - I i 1 v/v / / vv v v vv v v -JL y /` - / / v v v -L,", I I , I , I/- /- / v - L CS-1 ` ;,1 � Iv 1 = // vv 1 1 =v/ CS-1LJ CS-1 / I _v/ v` ; 1 �- a ;GYP., : GYP:', 9' - 2" AFF \i -v / I-v 1 / /" GYP_; 1 ;GYP _ , v / _v_v 11 / - i / / - 1 / v 9 - 2 AFF = 9' - 2" AFF / , v v ' I /—v �/ v �/ v y ' 1 / / v / SLOPE SLOPE �_` '�/ v' �_` '�/ v' SLOPE: SLOPE ' ' 1 i v / '_GYP_; .y GYP / / 1' v � / �' I, i _ _ - I v / i v / �' / i y v / y' / - - - i ` i ' \ -\ /_ SLOPE:, SLOPE I\ i\I\\/_\ i\I\\/_\ \ /- \1\;\I \1\;\I\\ � H \1\\/- \1 - /I /\\ Hn / \(1) -/ \-/-/ / \ /I-/ /I -H , / /I /\ / /I\I/\� ,I� [ H -- /I-i /I / 1 9 - 2 AFF - _ .. -1 I "//\'\ //�-,\/-�,/\/l //\/\ /1 \i /1 \i- - ,\// /\ \!\\ \i /\ \ /` I [ I I /`�/` /1 \1 /\ \ \ /1 \i /\ \ /\ \/\\ /` / v , , v v v v / ,/, / v / ,/, / , / / -v-v / / CT-1 p / / v / -v / /" -v-v -_ -v-v / / ` v_v / /- I /" -v-v 1 v v - 11 / SM R UI CT-1 , v v / v v 1/ ` I/ - I I / / I/ - I / / v,_6 / , v v I, - 1 _`'/\' 9'-2"AFF /\' 'I /\' ''I% ; `/_\/ \-\/_ / \ / \ \/ 1 \' Iv 07B 9'-2"AFF / / 1�`I\ \ \' \ \-t�-i 1/ \/1/ /', / \ \ /- ` - / < -` \ / / CT-1 GYP CT-1 / \ \ -` < / ` \ -\ \ CT-1 GYP CT-1 _\ \ , / \ ` I- II\-\ \-\'\ li_I \'\ I�_I-\ " " ` I -\II\ -\I -mil\-\'\ 1 " ' ` 'I 1 \'-\ / / \ \ \ \ 9 -2 AFF 9 � �-0 AFF 9'-2"AFF -\ /_I \ / 9'-2"AFF 9 -0 AFF 9'-2"AFF \ \/- `1 -� /Iv/vim /vim /I-/ / vy /I-/ /I /I /vv / /I /vim /I /\-/-/ Iv/ I v/vv/v /1vi /IvI /v v/vv 1v1 /v v/vv/v _\v/v_/1v1 /v v/vilvi /v v /v v/vv/v / 1 / y/�i v/ CT-1 `'/ `/ 1/ I'/ '/ v/ I' '�' I/'�i v/ v/ ,�i v/ v- 1/ - v- I/ '/vim v /v vI /� '� -v/v` ` '� viv` `I ` vI'-'� ' `I'-'� 'vi 'vie` vI'- I I H � �� - _' '� ` Iv 1 - v 1 I v / / ' v / / '/ - - / '/ ` Iv 1 I v '/ ` Iv 1 v / - - - - I v / / '/ ` I -v_v / / / / _ -v / / _ -v-v -v-v / / _ v-v / / _ / _ -v-v_ 1 v v - 1 1 / �-_- -- -- - - / / , v v / v l / v / v - 1 , - 1 , v , v v v v � i/'` M OUP i i v'I,� 1 i / v' ,� i �' y i 'I/ v'1, i '�/ v'I,� v -'' ,;') / i i \'/ v/ 1 / , \ / GYP GYP' / / I\ ; / / I\ ; GYP ,. GYP., \ / / / GYP'11, GYP= / I\ \ / -\ 1 \ - \ SLOPE, SLOPE \ - \ / _ , _ 1-\ ;SLOPE I � I SLOPE I-\ 1 \ - \ -\ 1 \ - \ 1 SLOPE•• SLOPE, H � � H 1; _ -\ 1 1 -/ /I�/\ - _ 11-1 -H - - \ � /\ I , / \ /I-/ /I � H / - � I I I- .", - -- -, � /I /\ / /I /\ IHH I'll- /I_/ /I�/ j i` /` /I \i" � /1 ]I I\i /\ \//\ \i / \/\/\//` \\/#�/I \1 /\ \/\_,/1��/\ \ - --- - _ /\ - - /\ / -1 � H I\ /,�_ - /\/ 1\ /F - 11, , , ,,-,,, ,,�,-, I /\ ,7=- // // - \ - , , - \ / \ \ - 1 / - - , - \ I -\-\ 1\ / / GYP_, CT-1 GYP' \ / / " -\ / / \/ I -\-\ , \ / I _\_\ I 1 GYP GYP; GYP` GYP `' /- \/ \ 9 - 2 AFF 9 - 2" AFF 9 - 2 AFF \ `'L /\ I/\\ /\ 1/\\ 9'-0"AFF 9'-0"AFF �/\ /\ 1/ \/\ /\ 1/\\ 9-2 AFF - 9-2 AFF /\\\ �_/ I. v / DS / / 1., , / , pg v v , / 1 / v `--,-`-_— — — — - �` / ,-� I. v v /,� o _ - ` -viv -v v Ii v v v /_ v v /_ v v /_ v v /_ v v /_ v v /_ v v Ii viv-v v /_ -v v Ii_I�Iv-v'v /_ v v /_ v v /_ v v / v v /_ v v /_ v v /_ v-v'v i_I-v1v-vI -vIv-� v iy 1= Iv v v /_ v v /_ v v /_ v� /_ v v /_ v v /_ v v /_I vIv-v'� li`_1 �I+ v� -v / v v / v v / v v / v v / v v / v v / v v / v v / v v / I v v / v v / v v / v v / v v / v v / v v / v -/ v v / v / v v / v v / v v / v v / v / v v / v v / v v v v -� /I /�v-/v-/ /Iv/y /v-- /Iv/�� ,v-� /Iv/�� \-/ \-/-/ /Iv/�v�,v-� /1v/�� ,v-� /Iv/�� /v-/ /I I/ ,v-/ /I>�/vv-,v-� / vv /v-� /I (/v� /v-� /Iv/�� /v-� /1v/�� /v-� /Iv/�� /v-� / /`� /v-� /1v/�� /v-� /1v/�� /v /Iv/�� /v /I /�v-/ /I /�v-/v /I /�� /v -� /Iv/�� /v-� /Iv/�� /v-� /Iv/�� /v�� /I /�� /v-� /Iv/�v-,v-� /Iv/�� /v-� /I /v -,v-� /I / 1 „ - I. ,. „ - I. ,. „ - I. ,. - I. ,. „ - I. ,. - I. ,. „ - I. ,. „ - I. ,. I „ , - I. ,. � - I. ,. „ � - I. ,. „ - I. ,. „ , - I. " , I „ , - I. " , " , - I. ,. „ - I_ ,. „ - I_ ,. „ - I_� . „ , - „ - I. \I „ - I. ,. - I. " - , - I. ,. - , - I. ,. „ � - I. " „ - I. ,. „ - I. ,. „ - I. ,. I I Al I I A-311 V 1 1 1/8" = 1'-0" a- 0 N RCP SYMBOL LEGEND KEYNOTES 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC D �8559 , REGISTERED " b, i , ",`.' , 1 -.4 `'R ", Edmonds }r 41" � H'OOt.. ®I�TI2ICT Each stud ! t learning, every day! MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 B 0 /,, 0 X/ rk �701 ZONE KEYPLAN MARK DATE DESCRIPTION _ - _ ,_ - 09 21 16 A. LIGHT FIXTURES AND ELECTRICAL EQUIPMENT SHOWN FOR LOCATION AND - - GYPSUM WALLBOARD ORIENTATION ONLY. REFER TO ELECTRICAL DRAWINGS FOR QUANTITIES AND ISSUE DATE: 09 JANUARY 2017 ACT-1 CEILING TYPE AND HEIGHT FROM - _ ALL ADDITIONAL INFORMATION. 9' - 2" FINISH FLOOR ISSUE: BUILDING PERMIT B. MECHANICAL DUCTS, DIFFUSERS AND GRILLES SHOWN FOR LOCATION ONLY. EXTENT OF SOFFIT VENT. SEE SOFFIT 09 51 00 REFER TO MECHANICAL DRAWINGS FOR QUANTITIES AND ALL ADDITIONAL DETAILS ACOUSTIC CEILING TILE INFORMATION. C. ALL CEILING SUSPENSION SYSTEMS SHALL HAVE SEISMIC RESTRAINTS THAT PRO EST_NO_------------------------------------------------------ 201.591_3.00- 11 ACCESS PANEL SEE PLAN FOR COMPLY WITH APPLICABLE CODES AND ORDINANCES IN FORCE AT TIME OF DRAWN -BY: -____ ____ ____-------- AD_/EM__ LOCATION AND SIZE 09 54 26 CONSTRUCTION. ACOUSTIC WOOD CEILING CHECKED BY ____ ____ ____ _________ ____DM D. CENTER ALL LIGHTS, EQUIPMENT, SIGNS ETC, U.N.O. COPYRIGHT MAHLUM ARCHITECTS, INC.2011 ORIGINAL SHEET SIZE:30"x42" SUPPLY - CEILING DIFFUSERS & GRILLES E. CENTER ACOUSTICAL CEILING TILE IN ROOM U.N.O. 4 REFLECTED CEILING PLAN - 09 51 00 ZONE D RETURN - CEILING DIFFUSERS & ACOUSTIC CEILING GRID WITH PANELS AS GRILLES INDICATED � ,� bSECURITY CAMERA \ \ ACOUSTIC CEILING SYSTEM OC OCUPANCY SENSOR <�;�I 09 24 00 1 ` PORTLAND CEMENT PLASTER PE PHOTO ELECTRONIC SENSOR NORTH OPEN TO STRUCTURE ABOVE Aml 61 D 1 3 1 1 1 2 1 3 1 4 1 5 6 I I E c I I AI "w 2 223 FINISH PLAN - ZONES I ui ui w Lli U) co I <j< w w wow FLOOR FINISHES 09 68 13 AR-1 124813 WOM-1 09 30 00 CT-1 096500 RF-1 096429 WD-1 09 30 00 QT 03 30 00 R-GONG 03 30 00 S-GONG II�I�mll 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE E (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (5 03) 224-403 2 OFFICE (5 03) 2 24-0918 FAX SEE Al /A-1 21 C c sE7717171D' MAHLUM ARCHITECTS INC Edmonds 1W SCHOOL DISTRICT Each student learning, every day! MADRONA SCHOOL REPLACEMENT 9300 236TH EDMONDS, WA 98020 B ZONE KEYPLAN MARK DATE DESCRIPTION ISSUE DATE: 09 JANUARY 2017 ISSUE: BUILDING PERMIT PRO JEECT-NO - ------------------------------------------------------ 2015913.00 DRAWN -BY: ------------------------------------------------------------- MG-/EM CHECKED BY: W COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" A FIRST FLOOR FINISH PLAN O 1 1 2 1 3 1 4 1 1 5 x wil ww-m Ulm 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC "" � REGISTERED DAVI GTON Edmonds SCHOOL DISTRICT Each student learning, every day! MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 ZONE KEYPLAN MARK DATE DESCRIPTION ISSUE DATE: 09 JANUARY 2017 ISSUE: BUILDlt�6�i1drr PRO JEECT-NO - ------------------------------------------------------ 2015913.00 DRAWN -BY: ------------------------------------------------------------- AD/EM- CHECKED BY: ----------------------------------------------------------- DM COPYRIGHTMAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" EXTERIOR ELEVATIONS um Rim 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC "" � REGISTERED DAVI GTON "Edmonds W SCHOOL DISTRICT Each student learning, everyday! MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 ZONE KEYPLAN MARK DATE DESCRIPTION ISSUE DATE: 09 JANUARY 2017 ISSUE: BUILDlt�6�i1drr PRO JC T-NO - ------------------------------------------------------ 2015913.00 DRAWN -BY: ------------------------------------------------------------- AD/EM- CHECKED BY: DM — - ------------------------------------------------------------ — ------ COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" EXTERIOR ELEVATIONS A-212 1 1 2 1 3 1 4 1 5 1 6 I I N 1 I A rd%o--7 E NORTH ELEVATION — ZONE A 11/ 1 /8" = 1 1-01, K� 32.3�� �2. J EAST ELEVATION — ZONE A 1/8" = 1 1-01, TOP P LATE Al 1101 - 011 I_u I i UT : 0 ul rum-"M � ZONE A GRIDS K/F.9 TOP PLAT LEVEL 01 2 — _L 6 1 �V_ � LEVEL01 U'l 98'- 0" SOUTH ELEVATION — ZONE A GRIDS K/G/F L-J'f- 1 1/8" = 1'-0" F8 TOP PLATE �� 1 101-01, ftW• " •w , "al• I SOUTH ELEVATION — ZONE A GRIDS G/D Lj"t 1 1/8', = i,-o,, MATERIALS ------- 04 20 00 BRICK VENEER 07 42 13 - MP-1 METAL WALL PANELS 07 42 13 - MP-2 METAL PLATE PANEL 07 46 46 HIGH DENSITY FIBER CEMENT BOARD 08 45 00 INSULATED TRANSLUCENT POLYCARBONATE PANEL WALL -LIGHT SYSTEM 08 43 13 STOREFRONT SPANDREL 07 42 13 - MP-3 WEATHERED STEEL WALL PANEL 07 42 13 - WS-1 AND WS-2 PERFORATED WEATHERED STEEL FENCE PANEL MUM "ll 1 1�C MERIN "ll 1712 MIC 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE E (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (5 03) 224-403 2 OFFICE (5 03) 2 24-0918 FAX MAHLUM ARCHITECTS INC � D 8559 .,_��.REEGISTERED N GTON "Edmonds W SCHOOL DISTRICT Each student learning, everyday! MADRONA SCHOOL REPLACEMENT 9300 236TH EDMONDS, WA 98020 B0� 00 D 24 D ✓E\L\\Ql B 98'- 0" ZONE KEYPLAN MARK DATE DESCRIPTION ISSUE DATE: 09 JANUARY 2017 ISSUE: BUILDING PERMIT PRO "ET -NO - ------------------------------------------------------ 2015913.00 DRAWN -BY: ------------------------------------------------------------- AD/EM_ ,CHECKED BY: - --------------------------------------------------------- DM - COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" A EXTERIOR ELEVATIONS - ZONE A 1/8" = 1 1-01, 1 1 2 1 3 1 4 1 5 1 6 2 3 4 5 A I I 'C.2) D j< C 4 1/8" 11-01, 5 T 3.4 U) ---- --------- - ------- ------ ------ - ------- - -- ----- --- 71 1 -kl tk-k- -L --k -H -kk -------------- -------------- S15 O S14 O 7- 7- S13 _ -4LLLLjll-'- -,LLLLLJ [LLLLLL:�:-'-ll EAST ELE Dl 1 C/8"= 1' 0" A.3 SOUTH EL 0.1 YARD LJ 1 1/8" = l'-O" LEVEL 01.2 1001- " LEVEL �\ql 981-011 OVATION - SERVICE GYM ROOF 130'- 0" OP PLATE 11 ol oll A ELEVATIO nD5 n 3 T DIP PLATE 0 0� EVEL 01.2 100, o" LEVELDl 98'- lo-�" )P PLATE 1 0�� 0� (BB 2 EF-01 SEE M-005 EF-08 SEE M 005 AE� LEVEL 01.2 1001-01, ------- - - - ------------------ - - - - LEVE`L\P1® 981-011 SOUTH ELEVATION - MS DHH U * 1/8" = l'-O" 00 11 'Ll"Ill"a, • 11,•11 1 !l1ri•R 2.2 2.3 1/8" = V-0" III )P PLATE 10 0� LEVEL 01.2 T, —100, - oii--� LEVEL 1 98L'- n w 011 WEST ELEVATION - MUSIC HAOOWAY A(COVE E5 1/8" = 1 1-01, EF-02 SEE M-005 DA D O SOUTH ELEVATION ZONE B rB 4 1/8" = 1.-01, A3 A-331 C.2 C )P PLATE i i o' - 0-" LEVEL 01.2 loo LEVELDl 98'- 0" EAST ELEVATION - MUSIC HALLWAY ALCOVE 1 1/8" = l'-O" E- B A.3 SCU-01 SEE M-004 EF-06 SEE M-0051 MATERIALS 17 04 20 00 BRICK VENEER 07 42 13 - mahlum METAL WALMP-1L PANELS 07 42 13 - MP-2 METAL PLATE PANEL 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 074646 (206) 441-4151 OFFICE HIGH DENSITY FIBER CEMENT (206) 441-0478 FAX BOARD E 08 45 00 INSULATED 1231 NW HOYT SUITE 102 TRANSLUCENT POLYCARBONATE PANEL PORTLAND OR 97209 WALL -LIGHT SYSTEM (503) 224-4032 OFFICE 084313 (503) 224-0918 FAX STOREFRONT SPANDREL 07 42 13 - MP-3 MAHLUM ARCHITECTS INC WEATHERED STEEL WALL PANEL 07 42 13 - WS-1 AND WS-2 PERFORATED WEATHERED STEEL FENCE PANEL 1.2 11 1 8559 REGISTERED D A EC DAVI Ou H GTON . .... .. .... L -1 -- ---- T - OP -PLATE 1101-01, on s SCHOOL DISTRICT Each student learning, every day! =ILI:-Lj:-L=lE ' LEVEL 01.2 MADRONA SCHOOL ------- --- 7 - ---- -1 100, - oll REPLACEMENT LEVEL \Ql, 9300 236TH ST. SW, 981-011 EDMONDS, WA 98020 EF-05 SEE M-005 EF-08 SEE M-005 3 3.4 4 LEVEL 01.2 1001-01, B ZONE KEYPLAN LEVEL 9O MARK DATE DESCRIPTION ISSUE DATE: 09 JANUARY 2017 ISSUE: BUILDING PERMIT PRO JEECT-NO - ------------------------------------------------------ 2015913.00 DRAWN -BY: ------------------------------------------------------------- AD/EM- CHECKED BY: ----------------------------------------------------------- DM COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" TOP PLATE A EXTERIOR ELEVATIONS ZONE B 1101-01, LEVEL 01.2 �-L- 100 LEVE'L\Q 98- 1 0-�� 1 2 3 4 5 6 Rim 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC "" � REGISTERED DAVI GTON "Edmonds W SCHOOL DISTRICT Each student learning, everyday! MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 ZONE KEYPLAN MARK DATE ISSUE DATE: ISSUE: DESCRIPTION 09 JANUARY 2017 A Fpr0Tfyj—wlTAffl PRO JC T-NO - ------------------------------------------------------ 2015913.00 DRAWN -BY: ------------------------------------------------------------- AD/EM- CHECKED BY: DM — - ------------------------------------------------------------ — ------ COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" EXTERIOR ELEVATIONS - ZONE C A-221 C 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC "" � REGISTERED DAVI p 11 GTON Edmonds C SCHOOL DISTRICT C Each student learning, every day! MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 ZONE KEYPLAN MARK DATE ISSUE DATE: ISSUE: DESCRIPTION PRO JC T-NO - ------------------------------------------------------ 2015913.00 DRAWN -BY: ------------------------------------------------------------- AD/EM- CHECKED BY: DM — - ------------------------------------------------------------ — ------ COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" EXTERIOR ELEVATIONS - ZONE D r%Ar'ID DArV I r'lr'ATr- 10 28 00 CLOCK MOP RACK OTHER TYPICAL MOUNTING HEIGHTS D, 1/2" = l'-O" M (y) ALIGN DEVICES ALONG CENTERLINE, TYP. Z -'qW7777�CEILING SEE RCP DIV 28 FIRE ALARM STROBE DIV 23 THERMOSTAT DIV 26 LIGHT SWITCH DIV 27 EMERGENCY PHONE DIV 26 DOOR BELL < DIV 11 EXHAUST HOOD SWITCH x < - ----------------- 2 C-0 ❑ co DIV 26 ELECTRICAL OUTLET WORK 00 SURFACE DIV 27 DATA -5- It El F1 dam' U) co 75 Lu re, 9 = Lf) �: < w 0 DIV 27 DIV 27 ENVIRONMENTAL ENVIRONMENTAL DIV 28 ACCESS CONTROL POWER DOOR CONTROLS, ELECTRICAL CONTROLS, ELECTRICAL FIRE ALARM CARD READER ACTUATOR AND COMMUNICATION AND COMMUNICATION PULL STATION 102800 BABY CHANGING STATION BACCESS WR F- z 0 a- U) -j (D Z_ 2 w 0� 'Rt Z) 2 ry w0 0 ry CL 0 Of LL A :2 co 'IT 9" MIN 7 TEx r EQ '�EQ BRAILLE z CD OD OD ROOM 10 28 00 SIGNAGE COAT HOOK AT DOOR r SC Q 0 SN 0 (D Z a- SC x a- z (D 5 z F- < 0 0 00 < 0- cr o ry (D (D zo z Fb z 04 C14 0 0 ry w w 9z 102800 102800 102800 FEMININE HYGIENE WASTE RECESSED PAPER DISPENSER RECEPTACLE TOWEL / WASTE RECEPTACLE IBLE MOUNTING HEIGHTS Lu Lu LlLL - 10 28 00 GRAB BARS W/ REINFORCEMENT, TYP (E 41 21 36" MIN z 54" MIN 6" MAX ,4E,/IN 42" MIN 12" MAX - --------- 91, ------------ ---- d ------ cr- co co fn 0 < O.SEAT0 cy) co co co A co 9 = Lo C'4 10 28 00 10 28 00 DIV 22 DIV 22 GRAB BARS TOILET CHILDREN'S CHILDREN'S PAPER TOILET TOILET DISPENSER TILT RMS 203C + 203DC MOUNTING HEIGHTS ACCESSIBLE MOUNTING HEIGHTS CHIL :2 OD � :2 OD cis OD ACCESSIBLE COMPARTMENT AMBULATORY ACCESSIBLE COMPARTMENT LAVATORY TOILET (WITH KNEE URINAL FRONT APPROACH PARALLEL APPROACH l 6" - 18" CLEARANCE) DRINKING FOUNTAIN DRINKING FOUNTAIN F 2�0 mdhlum w Z CL 15" MIN TO SPOUT F — — w LU T 3 1/2" MAX z z 5" MAX Lu ry TO SPOUT o V-z -i yo 71 COLUMBIA FLOOR 4 0 co 0 (-E SEATTLE WA 98104 ui z 00 -4151 OFFICE (206) 441 z (206) 441-0478 FAX co ----- ----- ------ ------- ---- - E L — — — — 'L-00 30" MIN 1231 NW HOYT SUITE 102 60" MIN MIN PORTLAND OR 97209 (503) 224-4032 OFFICE ACCESSIBLE CLEARANCES 42" MIN (503) 224-0918 FAX �T �E-- 1 -4 77; REFRIGERATOR LOWERED DISHWASHER SINK 15" IN 36" MAX REFR. SPEC TO F MEET ANSI Al 17.1 SEC. 804.6.6 F CE ujZ 75 co Z C9 Z C) co co Lu L —4- DOOR ACTUATOR z Y 48" MIN 30" MIN 48" MIN KNEE CLEARAN — — CLEARANCE OUTSIDE J I L MAHLUM ARCHITECTS INC F -1 It BENCH c� CD RANGE & ACCESSIBLE -------- ------- 04 WORKSPACE 60" MIN W/ ADA SINK ADJACENT 00 Z :5 F C) o 30" MIN 0 - � - I L 8" MIN 0" MIN 30" MIN BUILT-IN BENCH PLAN: KIT SINK CLEAR FLOOR SPACE AND SIZE LOWERED COUNTER FRONT CONTROLS 48" MIN �: COOKTOP `— V� 1/2" MAX REQ'D FOR OVEN & 20 2i - 24" 00 30" MIN OF DOOR SWING C 04 T-1 F- REGISTERED 2 8559 CLEARANCE BETWEEN ALL OPPOSING BASE CABINETS COUNTER 855 REGISTERED , TOPS, APPLIANCES, OR WALLS WITHIN KITCHEN WORK AREAS ACCESSIBLE CLEARANCE AT POWER DOOR ACTUATOR KITCHEN APPLIANCE CLEARANCES ',--REQUIRED CLEARANCES PUBLIC 3/8" = l'-O" 0 < Z 0- 1-- 0 r �- LL z w 3: 006 W (D U) -j o 6 U) -1 C) ui Z 0 z co W < C14 "It w -It u- LL 2i 0 z z: U) 0 < 00 0-1 oZ) E (D (o 0 c:) LU Zw c) F- 0 x x Lu W 10 28 00 SHELF COAT HOOK 102800 102800 102800 102800 102800 SANITARY SEAT COVER SEAT COVER SOAP SURFACE NAPKIN DISPENSER AT DISPENSER AT DISPENSER MOUNTED DISPOSAL SIDE WALL BACK WALL PAPER TOWEL DISPENSER DREN 2 1I it 6" 18" :5 Lo co < 60" MIN CHILDREN ACCESSIBLE CLEARANCES - AT WALL AND FLOOR MOUNT TOILETS FORWARD AND SIDE REACH RANGES - CHILDREN AGES 3 - 4 FEC Io L X D < 0 U) Z (.0 cy) < 1.- 2 10 44 00 DIV 22 DIV 22 FIRE DRINKING EMERGENCY EXTINGUISHER FOUNTAIN EYEWASH CABINET AT ALCOVE W 0 < u- 25" MAX TO FAUCET SOAP JQ AT FORWARD APPROACH - 11 MAX TO ELECTRONIC FAUCET / SOAP ACTIVATION DIV 22 SINK INSULATE EXPOSED HOT WATER AND DRAIN PIPES, TYP 3: Cy- L) w X ry U3: 0 < 5 �� X 1 E: 0 Z ry -1 8" t-P of w co - z 75 0 WN cy) Z M 0 w w WdI*-- Z) w N a- C'4 Z 0> C) LU r2Ki 1 17" MIN DIV 22 LAVATORY 6" MAX OR KITCHEN TOE CLR SINK FORWARD AND SIDE REACH RANGES - CHILDREN AGES 5 - 8 25" MAX I Z cy) C14 ACCESSIBLE WORKSPACE 102800 ---------------- MIRROR DIV 22 SINK FORWARD AND SIDE REACH RANGES - CHILDREN AGES 9 -12 LL 0 Lu C) < :!; 0 LL 0� Z) F- cn 0 Lu 0 co > Z X - :5 j, cy) < LLI a) N TTTT LL Lu T / � o_ 30" MIN CLR DIV 22 LAVATORY OR KITCHEN SINK/ 10 28 00 MIRROR — 0 0 0 @ i 3: U) -i uj o F- I ui C)f 0 D 0 0 0 @ ry 0 Z ry LLJ 0 cuo) ��� )) 5- 0 ry 0 OD It Lu U) co 0 z z < =) ry It C? 'IT Lf) TOP LOAD LAUNDRY FRONT LOAD LAUNDRY EQUIPMENT EQUIPMENT 611.4 (A) 611.4 (B) D BUILT-IN BENCH SECTION: A 4ECt BACK SUPPORT AND SEAT VOU DAI �MHI GTON GENERAL NOTES: 1. ALL DIAGRAMS INDICATED ARE REFERENCED TO ICCANSI Al 17.1-2009. 2. WHERE ACCESSIBILITY IS REQUIRED, THE OPERATING PARTS OF LIGHTING CONTROLS, ELECTRICAL SWITCHES AND RECEPTACLES, ENVIRONMENTAL CONTROLS, APPLIANCE CONTROLS, OPERATING HARDWARE FOR OPERABLE WINDOWS, PLUMBING FIXTURE CONTROLS, 3. AND USER CONTROLS FOR SECURITY OR INTERCOM SYSTEMS SHALL COMPLY WITH SECTION 309 OF ICCANSI Al 17.1 4. OPERABLE PARTS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5 POUNDS (22.2 N) MAX. LAUNDRY EQUIPMENT CONTROLS AND OPERATING MECHANISMS, INCLUDING DOORS, LINT SCREENS, DETERGENT AND SCREENS, DETERGENT AND BLEACH COMPARTMENTS SHALL COMPLY WITH REACH RANGES PER ICCANSI Al 17.1. (48" MAX TYP REACH RANGE, OR 44" MAX FOR FORWARD APPROACH W/ OBSTRUCTIONS OVER 20" DEEP AND 34"-44" MAX FOR SIDE APPROACH W/ OBSTRUCTIONS) kfl I I ON I 113111] 4 Z Lu Lu Lu Lu 0 < DOOR 0 < 0 < 0 < u- u- u- u- 10 28 00 GRAB BARS W/ REINFORCEMENT, TYP li- 40" CL (D 6" 0 z U) GRAB BAR MAX ry =) 0 A I -j 1 36" MIN 'K 54" MIN ry .. 3 z 11 T ca 12" MAX "ory o co -42"-MIN — MIN 24" MIN -7- (D 0 U) 0 < 0 �f 0 mom ww T.O. SEAT F-: - ------ c:> co cr = g = co Lo 00 0 m co C'4 (D 00 D Lu 6w -1 -111 < z 18" 10 28 00 10 28 00 DIV 22 DIV 22 GRAB BARS TOILET TOILET TOILET PAPER DISPENSER ALL TILT RMS EXCEPT FOR 203C + 203DC MOUNTING HEIGHTS ry d < co cy) m wil wy-m B ZONE KEYPLAN MARK DATE DESCRIPTION ISSUE DATE: 09 JANUARY 2017 ISSUE: BUILDING PERMIT PRO "ET -NO ------------------------------------- 2015913.00 DRAWN -BY: ----------------------------------- ------ AD/EM- CHECKED BY: COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" A ACCESSIBLE MOUNTING HEIGHTS AND DETAILS 1/2" = 11-01, 1 Rim 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC "" � REGISTERED DAVI GTON "Edmonds W SCHOOL DISTPICT Each student learning, everyday! MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 ZONE KEYPLAN MARK DATE DESCRIPTION ISSUE DATE: 09 JANUARY 2017 ISSUE: BUILDIV6�i1drr PRO JC T-NO - ------------------------------------------------------ 2015913.00 DRAWNBY-------------------------------------------------------------------------------- BM/AD/EM, CHECKED BY: DM - - ------------------------------------------------------------------------ -- COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ACCESSIBILITY DETAILS A-252 Rim 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC "" � REGISTERED DAVI GTON Edmonds SCHOOL DISTRICT Each student learning, every day! MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 ZONE KEYPLAN MARK DATE DESCRIPTION ISSUE DATE: 09 JANUARY 2017 ISSUE: BUILDlt�6�i1drr PRO JEECT-NO - ------------------------------------------------------ 2015913.00 DRAWN -BY: ------------------------------------------------------------- MG-/EM CHECKED BY: W COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" INTERIOR ELEVATIONS - ADMIN A-253 Rim 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC "" � REGISTERED DAVI GTON Edmonds SCHOOL DISTRICT Each student learning, every day! MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 ZONE KEYPLAN MARK DATE DESCRIPTION ISSUE DATE: 09 JANUARY 2017 ISSUE: BUILDlt�6�i1drr PRO JEECT-NO - ------------------------------------------------------ 2015913.00 DRAWN -BY: ------------------------------------------------------------- MG-/EM CHECKED BY: W COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" INTERIOR ELEVATIONS - ADMIN 1MA Rim 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC "" � REGISTERED DAVI GTON Edmonds SCHOOL DISTRICT Each student learning, every day! MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 ZONE KEYPLAN MARK DATE DESCRIPTION ISSUE DATE: 09 JANUARY 2017 ISSUE: BUILDlt�6�i1drr PRO JEECT-NO - ------------------------------------------------------ 2015913.00 DRAWN -BY: ------------------------------------------------------------- MG-/EM CHECKED BY: W COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" INTERIOR ELEVATIONS - ADMIN "MR Rim 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC "" � REGISTERED DAVI GTON Edmonds SCHOOL DISTIZICT Each student learning, every day! MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 ZONE KEYPLAN MARK DATE ISSUE DATE: ISSUE: DESCRIPTION 09 JANUARY 2017 A F p 13►LTfyj—wl TA M PRO JEECT-NO - ------------------------------------------------------ 2015913.00 DRAWN -BY: ------------------------------------------------------------- MG-/EM CHECKED BY: W COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" waaawgza= I q =0 .14 0110 Imli I 1 :111 :Lei z1a 1 M Rim 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC "" � REGISTERED DAVI GTON Edmonds SCHOOL DISTRICT Each student learning, every day! MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 ZONE KEYPLAN MARK DATE DESCRIPTION ISSUE DATE: 09 JANUARY 2017 ISSUE: BUILDIV6�i1drr PRO JEECT-NO - ------------------------------------------------------ 2015913.00 DRAWN -BY: ------------------------------------------------------------- MG-/EM CHECKED BY: W COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" INTERIOR ELEVATIONS - SLP DHH SLP / OTPT um I 6 A I N I 107 GYM N ( )- MDJ 1 1/4" -01, GENERAL NOTES 1. REFER TO A-251 AND A-252 FOR ACCESSIBLE MOUNTING HEIGHTS AND REACH RANGE REQUIREMENTS. MATERIALS 10 1101 (WB-1) WHITEBOARD PANEL 10 1101 (WB-2) WHITEBOARD PANEL, FRAMED 08 80 00 (AP-1) ACRYLIC PANEL 09 84 00 (AWP-1) 1" ACOUSTICAL WALL PANEL (TACKABLE) 09 84 00 (AWP-2) 2" ACOUSTICAL WALL PANEL 09 84 00 (AW3) FABRIC WRAPP-PED HIGH IMPACT ACOUSTIC PANEL 06 4100 (SS-1) SOLID SURFACE 1166 23 (GWP-1) GYM WALL PADS 06 4100 (WP-1) PERFORATED LAMINATE PANEL 06 4100 (WP-2) PERFORATED PLYWOOD PANEL 06 4100 (WP-3) PLASTIC LAMINATE PANEL 084313 STOREFRONT SPANDREL I I N I N II�I�m 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC "" � REGISTERED GTON Edmonds 1W SCHOOL DISTRICT Each student learning, every day! MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 ZONE KEYPLAN MARK DATE ISSUE DATE: ISSUE: DESCRIPTION PRO "ET -NO - ------------------------------------------------------ 2015913.00 DRAWN -BY: ------------------------------------------------------------- MG-/EM CHECKED BY: W COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" INTERIOR ELEVATIONS - GYM 107 GYM S. 1/4" = 1 1-01, I I I I I • I 6 I I N l B4 107 GYM-. W 1 1 1/4" = l'-O" cl 112 GYM VESTIBULE N 1/4" = 1 1-01, 113 GYM OFFICE N ( Bl /4" = 1 1-01, B-1 C2 112 GYM VESTIBULE E 1/4" = 1 1-01, �11 3 GYM OFFICE E L-J'C— 1 1/4" = l'-O" C3 RAMP BEYOND 112 GYM VESTIBULE S 1/4" = 1 1-01, 113 GYM OFFICE S B3 1 /4" = 1 1-01, ml L-LL- 112 GYM VESTIBULE W 1/4" = 1 1-01, 1 3�G GYM OFFICE W� 0 A��' "—T 1 1/4" = l'-O" GENERAL NOTES 1. REFER TO A-251 AND A-252 FOR ACCESSIBLE MOUNTING HEIGHTS AND REACH RANGE REQUIREMENTS. mdhlum MATERIALS 10 1101 (WB-1) 71 COLUMBIA I FLOOR 4 WHITEBOARD PANEL SEATTLE WA 98104 101101 (WB-2) (206) 441-4151 OFFICE WHITEBOARD PANEL, (206) 441-0478 FAX FRAMED E 08 80 00 (AP-1) ACRYLIC PANEL 1231 NW HOYT SUITE 102 PORTLAND OR 97209 09 84 00 (AWP-1) 1 " ACOUSTICAL WALL PANEL (503) 224-4032 OFFICE (TACKABLE) (503) 224-0918 FAX 09 84 00 (AWP-2) 2" ACOUSTICAL WALL PANEL MAHLUM ARCHITECTS INC 09 84 00 (AWP-3) FABRIC WRAPPED HIGH IMPACT ACOUSTIC PANEL 06 4100 (SS-1) SOLID SURFACE 1166 23 (GWP-1) GYM WALL PADS 06 4100 (WP-1) PERFORATED LAMINATE PANEL 06 4100 (WP-2) PERFORATED PLYWOOD PANEL 06 4100 (WP-3) PLASTIC LAMINATE PANEL 084313 STOREFRONT SPANDREL 8559 D REGISTERED . ...... N I GTON Edmonds SCHOOL DISTRICT Each student learning, every day! MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 ZONE KEYPLAN MARK DATE ISSUE DATE: ISSUE: DESCRIPTION PRO "ET -NO - ------------------------------------------------------ 2015913.00 DRAWN -BY: ------------------------------------------------------------- MG-/EM CHECKED BY: W COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" A INTERIOR ELEVATIONS - GYM I I I I I um" 6 GENERAL NOTES 1. REFER TO A-251 AND A-252 FOR ACCESSIBLE MOUNTING HEIGHTS AND REACH RANGE REQUIREMENTS. 100C HALLWAY COMMONS N L % 1 /4" = 1'-0" 100C HALLWAY COMMON�S§ ENERGY DASHBOARD 115 COMMONS N 1 /4" = 1'-0" 10 28 00 MIRROR 10 28 00 SOAP DISPENSER 10 28 00 PAPER TOWEL DISPENSER \� \� OPEN ALLWA HALLWAY Y " BEYOND CD co N 08 33 13 OVERHEAD COILING DOOR (EXTENDS TO FLOOR) OPEN TO HALLWAY DEN BEYOND CUSTOM PERFORATION "MADRONA" GRAPHIC EAT I I I 11 I 1 ! EXrr /� 115 COMMONS E /----------- -\ F-------------- ----------------- --------------- OPEN TO-" \ HALLWAY BEYOND ---- - ---- ---- --- ----------------- _---- MATERIALS 10 1101 WHITEBOARDARD PANEL 10 1101 WHITEBOARDARD PANEL, FRAMED 08 80 00 (AP-1) ACRYLIC PANEL 09 84 00 (AWP-1) 1" ACOUSTICAL WALL PANEL (TACKABLE) T 09 84 00 (AWP-2) 2" ACOUSTICAL WALL PANEL 09 84 00 FABRIC WRAPPED ED HIGH IMPACT ACOUSTIC PANEL 06 4100 (SS-1) _ SOLID SURFACE 1166 23 (GWP-1) GYM WALL PADS 064100(WP-1) PERFORATED LAMINATE PANEL 06 4100 (WP-2) PERFORATED PLYWOOD PANEL ----------------------------- �- 06 4100 (WP-3) PLASTIC LAMINATE PANEL 084313 STOREFRONT SPANDREL Rim 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE (206) 441-0478 FAX 1231 NW HOYT SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLM ARCHITECTS INC D 8559 REGISTERED ZONE KEYPLAN MARK DATE ISSUE DATE: ISSUE: GTON DESCRIPTION 09 JANUARY 2017 BUILDING PERMIT PRO EST_NO_-----------------------------------------------------201.591_3.00- DRAWN -BY: ------------------------------------------------------------- MG-/EM CHECKED BY: DM COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" INTERIOR ELEVATIONS - COMMONS 115 COMMONS S 1 /4" = 1'-0" MAN&i6YK�7LI��N7�6y�i�l n—T ) 1 /4" = 1'-0" 5 i , / , \ i I' 1 /4" = 1'-0" W124A PRACTICE N D1 1/4" = 1'-0" , / , \ 124C PRACTICE S 1 /4" = 1'-0" 127 MUSIC N 127 MUSIC S Al1 /4" = 1'-0" `L) 1 /4" = 1'-0" �124C �PRACITCE W V L 1 /4" = 1'-0" I , / , \ 1 /4" = 1'-0" ■ V V) 1 /4" = 1'-0" \ , / MUSIC OFFICE / STOR N 12tp�MU�S�ICOF�FIC�E�/S�TO�R�E tp MUSIC OFFICE / STOR S 124D MUSIC OFFICE / STOR W C1/�� v 1 /4" = 1 /4" 127 MUSIC E B 2 1 /4" = 1'-0" 127 MUSIC W WENGER MUSICAL INSTRUMENT STORAG— A AII-K 1l1r1"t RBI ISICAL TSTORAGE 129 I N ST STO R S A4 1 /4" = 1'-0" 4 iiil h-mm 10 ml re-1 M 9 V V J 1/4" = 1'-0" WENGER MUSICAL �`�:�n�y�yr•]AM GENERAL NOTES 1. REFER TO A-251 AND A-252 FOR ACCESSIBLE MOUNTING HEIGHTS AND REACH RANGE REQUIREMENTS. 10 1101 WHITEBOARDARD PANEL 10 1101 WHITEBOARDARD PANEL, FRAMED 08 80 00 (All ACRYLIC PANEL 09 84 00 (AWP-1) 1" ACOUSTICAL WALL PANEL (TACKABLE) 09 84 00 (AWP-2) 2" ACOUSTICAL WALL PANEL 09 84 00 (AWP-3) FABRIC WRAPPED HIGH IMPACT ACOUSTIC PANEL 06 4100 (SS-1) SOLID SURFACE 1166 23 (GWP-1) GYM WALL PADS 06 4100 (Will PERFORATED LAMINATE PANEL 06 4100 (Will PERFORATED PLYWOOD PANEL 06 4100 (Will PLASTIC LAMINATE PANEL ] 084313 STOREFRONT SPANDREL Rim 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC p 8559 ,�REGISTERED GTON • 11 • • •:1 i ZONE KEYPLAN MARK DATE ISSUE DATE: ISSUE: DESCRIPTION 09 JANUARY 2017 BUILDING PERMIT PR"T_NO_------------------------------------------------------ 201.591_3.00_ DRAWN-Y--------------------------------------------------------------M G/E M CHECKED _ _________ ________ _________ _________ _____DM COPYRIGHT MAHLUM ARCHITECTS INC. 2011 ORIGINAL SHEET SIZE: 30"x42" INTERIOR ELEVATIONS - MUSIC nL) 1 /4" = 1'-0" n V J 1 /4" = 1'-0" Rim 130 HALLWAY MUSIC N L J 1/4" = 1'-0" 0 f0 HALLWAY 130 HALLWAY MUSIC S V 1 J 1 /4" = 1'-0" nn An nn i MUM lgdlk 1d 130 HALLWAY MUSIC E 1/4" = 1'-0" 0 130 HALLWAY MUSIC W V L J 1/4" = 1'-0„ 1/4" = 1'-0" k V J 1/4" = 1'-0" A rA 132 PARENT ROOM S 1/4" W14A,32 PARENT ROOM W " = 1'-0" 132B MIT OFFICE N A3 1/4" = 1'-0" V -1' J 1/4" = 1'-0„ -------------- -------------- 132B MIT OFFICE E i 132B MIT OFFICE S nV J 1/4" = 1'-0" LE V V J 1/4" = 1'-0" i .................. ............. ................ :. . V V J 1/4" = 1,-n„ �132B MI�TOF FIC�EW A CZ J 1/4" = 1'-0" ."Ll . 12 '�� L 1. REFER TO A-251 AND A-252 FOR ACCESSIBLE MOUNTING HEIGHTS AND REACH RANGE REQUIREMENTS. MATERIALS 10 1101 WHITEBOARDARD PANEL 10 1101 WHITEBOARDARD PANEL, FRAMED 08 80 00 (AP-1) ACRYLIC PANEL 09 84 00 (AWP-1) 1" ACOUSTICAL WALL PANEL (TACKABLE) T 09 84 00 (AWP-2) 2" ACOUSTICAL WALL PANEL 09 84 00 (AWP-3) FABRIC WRAPPED HIGH IMPACT ACOUSTIC PANEL 06 4100 (SS-1) SOLID SURFACE 1166 23 (GWP-1) GYM WALL PADS 06 4100 (WP-1) PERFORATED LAMINATE PANEL 06 4100 (WP-2) PERFORATED PLYWOOD PANEL 06 4100 (WP-3) PLASTIC LAMINATE PANEL 084313 .__ STOREFRONT SPANDREL 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC p 8559 REGISTERED ZONE KEYPLAN MARK DATE ISSUE DATE: ISSUE: GTON DESCRIPTION 09 JANUARY 2017 BUILDING PERMIT PRO ECT N0-------------------------------2015913.00_ DRAWN BY: MG/EM CHECKED BY _________ ________ _________ _________ _____- COPYRIGHT MADM HLUM ARCHITECTS INC. 2011 ORIGINAL SHEET SIZE: 30"x42" Rim 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC "" � REGISTERED DAVI GTON "Edmonds W SCHOOL DISTRICT Each student learning, everyday! MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 ZONE KEYPLAN MARK DATE DESCRIPTION ISSUE DATE: 09 JANUARY 2017 ISSUE: BUILDlt�6�i1drr PRO JC T-NO - ------------------------------------------------------ 2015913.00 DRAWN -BY: ------------------------------------------------------------- MG-/EM CHECKED BY: DM - - ----------------------------------------------------------- COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" INTERIOR ELEVATIONS - M DHH & Scl 1K& Rim 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC "" � REGISTERED DAVI GTON Edmonds SCHOOL DISTRICT Each student learning, every day! MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 ZONE KEYPLAN MARK DATE DESCRIPTION ISSUE DATE: 09 JANUARY 2017 ISSUE: BUILDIV6�i1drr PRO JEECT-NO - ------------------------------------------------------ 2015913.00 DRAWN -BY: -------------------------------------------------------------- Author CHECKED BY: ------------------------------------------------------- Checker COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" INTERIOR ELEVATIONS - LIBRARY 1 5 OPEN TO, BEYOND. \ P/I LC -SMALL GROUP WALL 1 ) 1 /4" = 1'-0" VO JG VV E/ I LC -PARTITION WALL MULTI- PANEL SLIDING GLASS DOOR A-265 OPH C3 A-265 C3 C2 OPH C2 Q/A �-2 5 �5 ENLARGED FLOOR PLAN - LC ISLAND 1 /4" = 1'-0" PAINTED GYP IN SKYLIGHT WELL TYP. /----------\ ------------\ - -- P/I LC -EXTERIOR WALL NORTH/SOUTH 1 /4" = 1'-0" \ OPEN TO BEYOND P/1 LC - STORAGE WALL V L 1 /4" = 1'-0" PAPER STOR" c L_ I C I C \ MS/DHH LC -SHARED WALL LJ 1 I 1 /4" = 1'-0" \ _ __ / \ \ --- ---- ------------- - - -- I - I o i I I �. 9'-6" V %J J 1 /4" = 1'-0" MS/DHH LC - STORAGE WALL V %J J 1 /4" = 1'-0" P/I LC -CORE WALL 1 /4" = 1'-0" WD4/I LC - TEACHING WALL VV JG VV MULTI - PANEL SLIDING GLASS DOOR " = 1'-0" i V T i 1 /4" = 1'-0" 601A SM GROUP S 4 VO JL VV MULTI- PANEL SLIDING GLASS DOOR 601A SM GROUP E B5 1 /4" = 1'-0" L 1. REFER TO A-251 AND A-252 FOR ACCESSIBLE MOUNTING HEIGHTS AND REACH RANGE REQUIREMENTS. MATERIALS 10 1101 WHITEBOARDARD PANEL 10 1101 WHITEBOARDARD PANEL, FRAMED 08 80 00 (AP-1) ACRYLIC PANEL 09 84 00 (AWP-1) 1" ACOUSTICAL WALL PANEL (TACKABLE) 09 84 00 (AWP-2) 2" ACOUSTICAL WALL PANEL 09 84 00 (AWP-3) FABRIC WRAPPED HIGH IMPACT ACOUSTIC PANEL 06 4100 (SS-1) SOLID SURFACE 1166 23 (GWP-1) GYM WALL PADS 06 4100 (WP-1) PERFORATED LAMINATE PANEL 06 4100 (WP-2) PERFORATED PLYWOOD PANEL 06 4100 (WP-3) PLASTIC LAMINATE PANEL ] 084313 STOREFRONT SPANDREL Rim 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC 8559 � REGISTERED i Iy F-1 1 ZONE KEYPLAN MARK DATE ISSUE DATE: ISSUE: GTON DESCRIPTION 09 JANUARY 2017 BUILDING PERMIT PRO"ET-NO -------------------------- -----2015913.00- DRAWN -BY: -__----__ MG/EM CHECKED_ _________ ________ _________ _________ _____DM COPYRIGHT MAHLUM ARCHITECTS INC. 2011 ORIGINAL SHEET SIZE: 30"x42" INTERIOR ELEVATIONS - LEARNING CENTERS 1 /4" = 1'-0" ` /-1 V f 1 /4" = 1'-0„ 12 3 Rim 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC "" � REGISTERED DAVI GTON Edmonds SCHOOL DISTRICT Each student learning, every day! MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 ZONE KEYPLAN MARK DATE DESCRIPTION ISSUE DATE: 09 JANUARY 2017 ISSUE: BUILDlt�6�i1drr PRO JEECT-NO - ------------------------------------------------------ 2015913.00 DRAWN -BY: ------------------------------------------------------------- MG-/EM CHECKED BY: W COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" INTERIOR ELEVATIONS - LEARNING CENTERS UKIIVI Rim vAllirlusixgluC11I SEATTLE WA 98104 (206) 441-4151 OFFICE (206) 441-0478 FAX PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC ��E A �oRR Edmonds IW SCHOOL DISTPUCT Each student learning, every day! EDMONDS SCHOOL DISTRICT MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 MARK DATE DESCRIPTION ISSUE DATE: 09 JANUARY 2017 ISSUE: BUILDIV6' _ it PROJECTNO: 2015913.00 DRAMBY�-- -------------- AD/EM- CHECKED BY: DM ------------------------- - - COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" BUILDING SECTIONS um Rim 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC "" � REGISTERED DAVI GTON "Edmonds W SCHOOL DISTPUCT Each student learning, everyday! MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 ZONE KEYPLAN MARK DATE DESCRIPTION ISSUE DATE: 09 JANUARY 2017 ISSUE: BUILDIV6�i1drr PRO JC T-NO - ------------------------------------------------------ 2015913.00 DRAWN -BY: ------------------------------------------------------------- AD/EM- CHECKED BY: DM — - ------------------------------------------------------------ — ------ COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" BUILDING SECTIONS A-312 Rim 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC "" � REGISTERED DAVI GTON "Edmonds W SCHOOL DISTPICT Each student learning, everyday! MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 ZONE KEYPLAN MARK DATE DESCRIPTION ISSUE DATE: 09 JANUARY 2017 ISSUE: BUILDIV6�i1drr PRO JC T-NO - ------------------------------------------------------ 2015913.00 DRAWNBY-------------------------------------------------------------------------------- BM/AD/EM, CHECKED BY: DM - - ------------------------------------------------------------------------ -- COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" WALL SECTIONS - ZONE A A-321 Rim 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC "" � REGISTERED DAVI GTON "Edmonds W SCHOOL DISTPICT Each student learning, everyday! MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 ZONE KEYPLAN MARK DATE DESCRIPTION ISSUE DATE: 09 JANUARY 2017 ISSUE: BUILDIV6�i1drr PRO JC T-NO - ------------------------------------------------------ 2015913.00 DRAWNBY-------------------------------------------------------------------------------- BM/AD/EM, CHECKED BY: DM - - ------------------------------------------------------------------------ -- COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" WALL SECTIONS - ZONE A A-322 1 1 2 1 3 1 4 1 5 1 6 2 A I N l I A GYM CLERESTORY0' - - - ------------- ___ - t --- I--------------- ------ ----- ------------------ ----- 118' ------------------- - -------------- II�� ---------------- XA/(:Z AT SECOND FLOOR A' ) 3/4"=1'-0" El A-532 1: *a 1 :1 -.1 us] TOPPLAT_E_ 1101-01, LEVEL02 — 109�- _6 Ilinwarel LEVEL 0_1.2_&-� 100, - 011 LEVEL 01 rh TOP PLATE - - - - ----------- ------------------- ------------------ 11111L) 11 of off LL Sol E5 A-532 C3 A-511 LEVEL01 "It-,/ 981-011 -------- 7M-d - -------- - ------ ----------- - ---------- ---------- --------- - I I ------- 4 -ii --- ------- --------- - ------- ----- -- ------- ----- -- ------ --- ------------- ------- - ----------- -------- -- WS AT MFTAL PANEL SETB CK - GYM A 0 I It %.f I Q/A"= 11 All ROOF TROUGH TO AND DOWNSPOUT STEEL L-ANGLE FOR WIN TRANSLUCENT C WINDOW STEEL L-ANGLE FOR WIN[ STEEL Bi kTA : I mm, , f-'-r 1 3/4" = 1'-0" STEEL L-ANGLE FOR WINDOW A TRANSLUCENT CLER WINDOW STEEL L-ANGLE FOR WINDOW A rld'49001=6N.11" � MM� 719 -1 ul • %J 1 3/4" = l'-O" G 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE E (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (5 03) 224-403 2 OFFICE (5 03) 2 24-0918 FAX I N MAHLUM ARCHITECTS INC 8551 � REGISTERED GTON Edmonds OF SCHOOL DISTIZICT Each student learning, everyday! MADRONA SCHOOL REPLACEMENT 9300 236TH EDMONDS, WA 98020 B ZONE KEYPLAN MARK DATE DESCRIPTION ISSUE DATE: 09 JANUARY 2017 ISSUE: BUILDING PERMIT PRO "ET -NO - ------------------------------------------------------ 2015913.00 DRAWNBY-------------------------------------------------------------------------------- BM/AD/EM CHECKED —B-Y:---------------------------------------------- -D- M COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" A WALL SECTIONS - ZONE A A-323 1 1 2 1 3 1 4 1 5 1 5 Rim 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC "" � REGISTERED DAVI GTON "Edmonds W SCHOOL DISTPICT Each student learning, everyday! MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 ZONE KEYPLAN MARK DATE DESCRIPTION ISSUE DATE: 09 JANUARY 2017 ISSUE: BUILDIV6�i1drr PRO JC T-NO - ------------------------------------------------------ 2015913.00 DRAWNBY-------------------------------------------------------------------------------- BM/AD/EM, CHECKED BY: DM - - ------------------------------------------------------------------------ -- COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" WALL SECTIONS - ZONE B A-331 Rim 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC "" � REGISTERED DAVI GTON "Edmonds W SCHOOL DISTPICT Each student learning, everyday! MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 ZONE KEYPLAN MARK DATE ISSUE DATE: ISSUE: DESCRIPTION 09 JANUARY 2017 PROJECT -NO: 2015913.00, DRAWbIB�-- BM/AD/EM- CHECKED BY: DM ------------------------ - - - COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" WALL SECTIONS - ZONE B A-332 Rim 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC "" � REGISTERED DAVI GTON "Edmonds W SCHOOL DISTPICT Each student learning, everyday! MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 ZONE KEYPLAN MARK DATE DESCRIPTION ISSUE DATE: 09 JANUARY 2017 ISSUE: BUILDIV6�i1drr PRO JC T-NO - ------------------------------------------------------ 2015913.00 DRAWNBY-------------------------------------------------------------------------------- BM/AD/EM, CHECKED BY: DM - - ------------------------------------------------------------------------ -- COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" WALL SECTIONS - ZONE B A-333 Rim 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC "" � REGISTERED DAVI GTON "Edmonds W SCHOOL DISTPICT Each student learning, everyday! MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 ZONE KEYPLAN MARK DATE DESCRIPTION ISSUE DATE: 09 JANUARY 2017 ISSUE: BUILDIV6�i1drr PRO JC T-NO - ------------------------------------------------------ 2015913.00 DRAWN -BY: -------------------------------------------------------------- Author CHECKED BY: Checker - - -------------------------------------------------------- ------ -- --- COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" WALL SECTIONS - ZONE B A-334 Rim 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC "" � REGISTERED DAVI GTON "Edmonds W SCHOOL DISTPICT Each student learning, everyday! MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 ZONE KEYPLAN MARK DATE DESCRIPTION ISSUE DATE: 09 JANUARY 2017 ISSUE: BUILDIV6�i1drr PRO JC T-NO - ------------------------------------------------------ 2015913.00 DRAWNBY-------------------------------------------------------------------------------- BM/AD/EM, CHECKED BY: DM - - ------------------------------------------------------------------------ -- COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" WALL SECTIONS - ZONE C 1 m Rim 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC "" � REGISTERED DAVI GTON "Edmonds W SCHOOL DISTPICT Each student learning, everyday! MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 ZONE KEYPLAN MARK DATE DESCRIPTION ISSUE DATE: 09 JANUARY 2017 ISSUE: BUILDIV6�i1drr PRO JC T-NO - ------------------------------------------------------ 2015913.00 DRAWNBY-------------------------------------------------------------------------------- BM/AD/EM, CHECKED BY: DM - - ------------------------------------------------------------------------ -- COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" WALL SECTIONS - ZONE C A-342 Rim 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC "" � REGISTERED DAVI GTON "Edmonds W SCHOOL DISTPICT Each student learning, everyday! MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 ZONE KEYPLAN MARK DATE DESCRIPTION ISSUE DATE: 09 JANUARY 2017 ISSUE: BUILDIV6�i1drr PRO JC T-NO - ------------------------------------------------------ 2015913.00 DRAWNBY-------------------------------------------------------------------------------- BM/AD/EM, CHECKED BY: DM - - ------------------------------------------------------------------------ -- COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" 1 m Rim 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC "" � REGISTERED DAVI GTON "Edmonds W SCHOOL DISTRICT Each student learning, everyday! MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 ZONE KEYPLAN MARK DATE DESCRIPTION ISSUE DATE: 09 JANUARY 2017 ISSUE: BUILDIV6�i1drr PRO JC T-NO - ------------------------------------------------------ 2015913.00 DRAWNBY-------------------------------------------------------------------------------- BM/AD/EM, CHECKED BY: DM - - ------------------------------------------------------------------------ -- COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ENLARGED SERVICE YARD PLAN 1EM Rim 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC "" � REGISTERED DAVI GTON "Edmonds W SCHOOL DISTRICT Each student learning, everyday! MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 ZONE KEYPLAN MARK DATE DESCRIPTION ISSUE DATE: 09 JANUARY 2017 ISSUE: BUILDIV6�i1drr PRO JC T-NO - ------------------------------------------------------ 2015913.00 DRAWN -BY: -------------------------------------------------------------- Author CHECKED BY: Checker - - -------------------------------------------------------- ------ -- --- COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" COVERED PLAY - FLOOR PLAN, RCP, ROOF PLAN Rim 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC "" � REGISTERED DAVI GTON "Edmonds W SCHOOL DISTPICT Each student learning, everyday! MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 ZONE KEYPLAN MARK DATE DESCRIPTION ISSUE DATE: 09 JANUARY 2017 ISSUE: BUILDIV6�i1drr PRO JC T-NO - ------------------------------------------------------ 2015913.00 DRAWN -BY: ------------------------------------------------------------- AD/EM- CHECKED BY: DM — - ------------------------------------------------------------ — ------ COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" AND ELEVATION 1SHK 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC "" � REGISTERED DAVI GTON Edmonds SCHOOL DISTRICT Each student learning, every day! MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 ZONE KEYPLAN MARK DATE DESCRIPTION ISSUE DATE: 09 JANUARY 2017 ISSUE: BUILDIV6�i1drr PRO JEECT-NO - ------------------------------------------------------ 2015913.00 DRAWN -BY: -------------------------------------------------------------- Author CHECKED BY: ------------------------------------------------------- Checker COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ENLARGED TLT PLANS & ELEVATIONS 1 UK Rim 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC "" � REGISTERED DAVI GTON "Edmonds W SCHOOL DISTRICT Each student learning, everyday! MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 ZONE KEYPLAN MARK DATE DESCRIPTION ISSUE DATE: 09 JANUARY 2017 ISSUE: BUILDIV6�i1drr PRO JC T-NO - ------------------------------------------------------ 2015913.00 DRAWN -BY: ------------------------------------------------------------- MG-/EM CHECKED BY: DM - - ----------------------------------------------------------- COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ENLARGED TLT PLANS & ELEVATIONS 1UVA 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC "" � REGISTERED DAVI GTON Edmonds SCHOOL DISTRICT Each student learning, every day! MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 ZONE KEYPLAN MARK DATE DESCRIPTION ISSUE DATE: 09 JANUARY 2017 ISSUE: BUILDIV6�i1drr PRO JEECT-NO - ------------------------------------------------------ 2015913.00 DRAWN -BY: -------------------------------------------------------------- Author CHECKED BY: ------------------------------------------------------- Checker COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ENLARGED TLT PLANS & ELEVATIONS 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC "" � REGISTERED DAVI GTON Edmonds SCHOOL DISTRICT Each student learning, every day! MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 ZONE KEYPLAN MARK DATE ISSUE DATE: ISSUE: DESCRIPTION 09 JANUARY 2017 A Al III 13►LTfyj—wl TA M PRO JEECT-NO - ------------------------------------------------------ 2015913.00 DRAWN -BY: --------------------------------------------------------------------- E M CHECKED BY: W COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ENLARGED TLT PLANS & ELEVATIONS 1 M 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC "" � REGISTERED DAVI GTON Edmonds SCHOOL DISTRICT Each student learning, every day! MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 ZONE KEYPLAN MARK DATE DESCRIPTION ISSUE DATE: 09 JANUARY 2017 ISSUE: BUILDIV6�i1drr PRO JEECT-NO - ------------------------------------------------------ 2015913.00 DRAWN -BY: --------------------------------------------------------------------- EM CHECKED BY: W COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ENLARGED TLT PLANS & ELEVATIONS 1 M Rim 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC "" � REGISTERED DAVI GTON "Edmonds W SCHOOL DISTRICT Each student learning, everyday! MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 ZONE KEYPLAN MARK DATE DESCRIPTION ISSUE DATE: 09 JANUARY 2017 ISSUE: BUILDIV6�i1drr PRO JC T-NO - ------------------------------------------------------ 2015913.00 DRAWN -BY: -------------------------------------------------------------- Author CHECKED BY: Checker - - -------------------------------------------------------- ------ -- --- COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ENLARGED STAIR PLANS, SECTIONS & DETAILS um Rim 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC "" � REGISTERED DAVI GTON "Edmonds W SCHOOL DISTRICT Each student learning, everyday! MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 ZONE KEYPLAN MARK DATE DESCRIPTION ISSUE DATE: 09 JANUARY 2017 ISSUE: BUILDIV6�i1drr PRO JC T-NO - ------------------------------------------------------ 2015913.00 DRAWN -BY: -------------------------------------------------------------- Author CHECKED BY: Checker - - -------------------------------------------------------- ------ -- --- COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ENLARGED RAMP PLANS, SECTIONS & DETAILS A-422 1 1 2 1 3 1 4 1 5 1 6 I I N 1 I A &JUT 0 ISla'alm pilwiallo 'LIN LVA01 Be NUMBER DOTS WEST -TO -EAST 'LIN LTAwj Be MOO NUMBER DOTS WEST -TO -EAST li- 09 65 00 GYM STRIPING AT GREY HATCH PER COURT LINE LEGEND; NUMBER PER STRIPING PLAN; MASK TO REVEAL RF-8 AT WHITE HATCH; FONT: MUSEO SANS GYM STRIPING DOT 6" = 1 1-01, 253 (--T--5�, A_2 , ENLARGED FLOOR PLAN - GYM STRIPING mdhlum 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE E (206) 441-0478 FAX D2 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 A7 (5 03) 224-403 2 OFFICE (5 03) 2 24-0918 FAX MAHLUM ARCHITECTS INC ---------------0 � D 8559 .,_��.REEGISTERED GTON Edmonds W SCHOOL DISTRICT Each student learning, everyday! MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 N B ZONE KEYPLAN MARK DATE DESCRIPTION ISSUE DATE: 09 JANUARY 2017 ISSUE: BUILDING PERMIT PRO "ET -NO - ------------------------------------------------------ 2015913.00 DRAWN -BY: -------------------------------------------------------------- Author CHECKED BY: - - ------ ------------------------------------------------- Checker ------ -- --- COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" A ENLARGED GYM STRIPING PLAN 1 1 2 1 5 1 4 1 5 1 5 NORTH � A-423 Rim 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC "" � REGISTERED DAVI GTON "Edmonds W SCHOOL DISTRICT Each student learning, everyday! MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 ZONE KEYPLAN MARK DATE DESCRIPTION ISSUE DATE: 09 JANUARY 2017 ISSUE: BUILDIV6�i1drr PRO JC T-NO - ------------------------------------------------------ 2015913.00 DRAWN -BY: -------------------------------------------------------------- Author CHECKED BY: Checker - - -------------------------------------------------------- ------ -- --- COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ENLARGED PLANS "Mll AMA I Rim 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC "" � REGISTERED DAVI GTON "Edmonds W SCHOOL DISTPICT Each student learning, everyday! MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 ZONE KEYPLAN MARK DATE DESCRIPTION ISSUE DATE: 09 JANUARY 2017 ISSUE: BUILDIV6�i1drr PRO JC T-NO - ------------------------------------------------------ 2015913.00 DRAWNBY-------------------------------------------------------------------------------- BM/AD/EM, CHECKED BY: DM - - ------------------------------------------------------------------------ -- COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" SITE DETAILS 1 m Rim 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC "" � REGISTERED DAVI GTON "Edmonds W SCHOOL DISTRICT Each student learning, everyday! MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 ZONE KEYPLAN MARK DATE DESCRIPTION ISSUE DATE: 09 JANUARY 2017 ISSUE: BUILDIV6�i1drr PRO JC T-NO - ------------------------------------------------------ 2015913.00 DRAWN -BY: -------------------------------------------------------------------------------------------------------- gMI CHECKED BY: DM I - - ------------------------------------------------------------ COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" EXTERIOR DETAILS - FOUNDATION um Rim 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC "" � REGISTERED DAVI GTON "Edmonds W SCHOOL DISTRICT Each student learning, everyday! MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 ZONE KEYPLAN MARK DATE DESCRIPTION ISSUE DATE: 09 JANUARY 2017 ISSUE: BUILDIV6�i1drr PRO JC T-NO - ------------------------------------------------------ 2015913.00 DRAWN -BY: ------------------------------------------------------------- BM/AD- CHECKED BY: DM - - ----------------------------------------------------------- - - ------ COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" EXTERIOR DETAILS - WALLS A-521 STACK FLASHING CAP PER MECHANCIAL 6 '•• V 1 3" = 1'-0" • DIV 23 EXHAUST FAN / ROOF HOOD OR 08 62 00 UNIT SKYLIGHT 07 90 00 SEALANT U 07 62 00 METAL FLASHING REGLET AND COUNTER w FLASHING Q m LL ry _ _ 07 72 00 PREMANUFACTURED 0� U INSULATED ROOF CURB, R-10 u- o - 07 53 00 1/2" PROTECTION ry z BOARD o - 07 52 00 MODIFIED BITUMINOU = - MEMBRANE ROOFING -_ U) w z 75 w LL 00 > - O 0� m a 00 06 10 00 1 1/8" PLYWOOD 07 52 00 TEMP ROOF/VAPOR BARRIER 06 10 00 PRESSURE TREATED WOOD BLOCKING AS REQUIRED 06 10 00 FRAMING AT OPENING PER STRUCTURAL V L 1'-0„ 06 10 0( 07 25 00 07 62 00 1 07 21 00 MINERAL FIBER BATT INSULATION R-30 07 25 00 FAF SEAL AROUND 05 46 13 ALL CONDUIT FURRING PENETRATIONS 89,4988 09 21 16 1/2" GYP CLADDIN SHEATHING ALL 5 SIDES OF LIGHTING POCKET 06 10 00 2X6 BLOCKING RIF TO HEIGHT REQUIRED FOR 07 42 13 FIXTURE CLEARANCE SEALED E 07 25 00 FAF ALL 5 SIDES OF SEALANT LIGHTING POCKET 07 25 00 WB-1 DIV 26 ELECTRICAL FIXTURE WITH TRIM FLANGE (, 4 7/8" �-1 /2" V V % 3" = 1'-0" BAND ABRICATED gNECTION TO ,UCTURE PER gUFACTURER w u- co ry � :) o cf) La L o O w � z o � w m D) w z � w LL > O O lo� m a z � 00 D RED VV IV VV VVIJIJV f-llf11V111VV /AI OPENING PER STRUCTURAL 07 62 00 W/ HEMN NRCA DE 07 62 00 07 62 00 07 62 00 FASTENE 07 25 00 06 10 00 0721 13 INSULATI 05 46 13 FURRING 07 42 00 CLADDIN TOP F 06 10 00 0921 16 07 42 13 SEALED SEALAN`t DOWNSPOUT BEYOND — 9' - 2" AFF i i ROOF DETAIL - METAL FASCIA AT GUTTER V V % 3" = 1'-0" tt� �+i tttl RAP'1 d'6I P"'8 P""�'4 9'-2"AFF II�I�mll� 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE (206) 441-0478 FAX 1231 NW HOYT SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC 8559 � REGISTERED ZONE KEYPLAN MARK DATE ISSUE DATE: ISSUE: GTON DESCRIPTION 09 JANUARY 2017 BUILDING PERMIT PRO EST_NO_------------------------------------------------------ 201.591_3.00- DRAWN-BY--------------------------------------------------------------------------------------------------------- B M. 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N COPYRIGHT MAHLUM ARCHITECTS, INC.2011 ORIGINAL SHEET SIZE: 30"x42" a �r - w - d- II CASEWORK DETAILS 09 65 00 RESILIENT BASE v r 09 65 00 RESILIENT BASE 09 65 00 RESILIENT BASE 09 65 00 RESILIENT BASE 09 65 00 RESILIENT BASE 09 65 00 RESILIENT BASE 3" "3' 3" 3" 3" 3" TALL CABINET AT RADIANT TALL CABINET CHROMEBOOK CABINET TALL MICROWAVE CAB BACKPACK STORAGE PANELS DISPLACEMENT TALL CABINET - OPEN BELOW Al 1" = 1' A2 1" = 1' A3 1" = 1' A4 1" = 1'-0" A5 1" = 1'-0" A6 1" = 1'Am541 1 Rim 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC "" � REGISTERED DAVI GTON "Edmonds W SCHOOL DISTRICT Each student learning, everyday! MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 ZONE KEYPLAN MARK DATE DESCRIPTION ISSUE DATE: 09 JANUARY 2017 ISSUE: BUILDIV6�i1drr PRO JC T-NO - ------------------------------------------------------ 2015913.00 DRAWN -BY: -------------------------------------------------------------- Author CHECKED BY: Checker - - -------------------------------------------------------- ------ -- --- COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" CASEWORK DETAILS A-542 Rim 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC "" � REGISTERED DAVI GTON Edmonds SCHOOL DISTIZICT Each student learning, every day! MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 ZONE KEYPLAN MARK DATE DESCRIPTION ISSUE DATE: 09 JANUARY 2017 ISSUE: BUILDIV6�i1drr PRO JEECT-NO - ------------------------------------------------------ 2015913.00 DRAWN -BY: -------------------------------------------------------------- Author CHECKED BY: ------------------------------------------------------- Checker COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" RELITES A-552 Rim 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC "" � REGISTERED DAVI GTON "Edmonds W SCHOOL DISTRICT Each student learning, everyday! MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 ZONE KEYPLAN CUP 01 07/25/16 MARK DATE ISSUE DATE: ISSUE: CUP RESPONSE 01 DESCRIPTION 09 JANUARY 2017 A 11111100Ttyi—XITAM PRO JC T-NO - ------------------------------------------------------ 2015913.00 DRAWNBY-------------------------------------------------------------------------------- BM/AD/EM, CHECKED BY: DM - - ------------------------------------------------------------------------ -- COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" INTERIOR DETAILS - CEILINGS um Rim 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC "" � REGISTERED DAVI GTON "Edmonds W SCHOOL DISTRICT Each student learning, everyday! MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 ZONE KEYPLAN MARK DATE DESCRIPTION ISSUE DATE: 09 JANUARY 2017 ISSUE: BUILDIV6�i1drr PRO JC T-NO - ------------------------------------------------------ 2015913.00 DRAWNBY-------------------------------------------------------------------------------- BM/AD/EM, CHECKED BY: DM - - ------------------------------------------------------------------------ -- COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" INTERIOR DETAILS - FLOOR TRANSITIONS ow Rim 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC "" � REGISTERED DAVI GTON Edmonds SCHOOL DISTRICT Each student learning, every day! MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 ZONE KEYPLAN MARK DATE DESCRIPTION ISSUE DATE: 09 JANUARY 2017 ISSUE: BUILDIV6�i1drr PRO JEECT-NO - ------------------------------------------------------ 2015913.00 DRAWNBY-------------------------------------------------------------------------------- BM/AD/EM, CHECKEDBY: ------------------------------------------------------------------------ DM' COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" EXTERIOR ASSEMBLY TYPES um CEILING ASSEMBLIES INTERIOR WALL ASSEMBLIES INTERIOR WALL LEGEND GENERAL NOTES: 09 21 16 GYPSUM WALLBOARD 1. TYPICAL INTERIOR WALLS SHALL BE WALL TYPE 6011, UNLESS NOTED OTHERWISE 0921 16 GYPSUM WALLBOARD ON DRAWINGS. 06 10 00 WOOD FRAMING 09 21 16 GYPSUM WALLBOARD 0921 16 GYPSUM WALLBOARD USE V-4" 09 21 16 ACOUSTIC BATT INSULATION 09 21 16 5/8" GYPSUM BID TYPE X C) CHASE AT 06 10 00 WOOD STUD FRAMING 2. PARTITION TYPE SYMBOLS ARE NOTED ON THE FLOOR PLANS. mdhlum 09 21 16 5/8" GYPSUM BID TYPE X 06 10 00 WOOD FRAMING 6 10 00 WOOD STUD FRAMING 061000 STAGGERED STUD WOOD FRAMING BACK TO BACK - 0 0921 16 ACOUSTIC BATT INSULATION TOILETS 06 10 00 WOOD STUD FRAMING 3. STUDS ARE 16" ON CENTER, UNLESS NOTED OTHERWISE 09 21 16 3/4" RESILIENT CHANNEL 09 21 16 ACOUSTIC BATT INSULATION 0921 16 GYPSUM WALLBOARD 09 21 16 5/8" GYPSUM BID TYPE X - 4. PROVIDE ALL NECESSARY ANCHORAGE BLOCKING, BACKING AND FRAMING FOR 0921 16 GYPSUM WALLBOARD 09 21 16 GYPSUM WALLBOARD WALL MOUNTED CABINETS, SHELVING, MIRRORS, EQUIPMENT, DOORSTOPS, HOLD- 71 COLUMB|A| FLOOR 1 m2z OPENS, TOILET ROOM PARTITIONS — ACCESSORIES AND OTHER LOCATIONS '— SEAl[TLE WA 98104 REQUIRED BYMANUFACTURER SPECIFICATIONS ORINDUSTRY STANDARDS. PLUMBING CHASE 5. PROVIDE BRACING ATALL LOCATIONS PER USGYPSUM GUIDELINES FOR PARTITION (206)441-4151 OFFICE E FIRE RESISTANCE: 2 HOUR p FIRE RESISTANCE: 0 HOUR FIRE RESISTANCE: 0 HOUR FIRE RESISTANCE: 0 HOUR FIRE RESISTANCE: 0 HOUR FRAMING. (205)441-0478 FAX SOURCE: GA FILE NO. RC 2751 SOURCE: SOURCE: N/A SOURCE: SOURCE: N/A 8.PROVIDE WATER RESISTANT GYPSUM BOARD TYPICAL DNALL WALLS BEHIND GYP-2 STC RATING SOURCE: GY STC RATING SOURCE: 6010 STC RATING / SOURCE: XX-XX, XXXX S022 STC RATING / SOURCE: STC 55-59 XXXX D6011 STC RATING / SOURCE: STC 46 NRCC TL-93-261 WATER SOURCES, TOILETS, SINKS, MOP SINKS, SHOWERS, ETC. 1231 NVVHOYTSUITE 102 7. SUBSTITUTE THE OUTERMOST LAYER OF GYP WALL BID FOR CEMENTITIOUS BACKING PORl[LAND C)R972O9 BOARD ATTILE SHOWER AND WET LOCATIONS. (503)224-4032 OFFICE 09 21 16 GYPSUM WALLBOARD 09 21 16 GYPSUM WALLBOARD 092116 GYPSUM WALLBOARD 06 10 00 PLYWOOD SHEATHING WHERE OCCURS PER - 8. SEAL COMPLETELY AROUND THROUGH -WALL PENETRATIONS. FILL DEPTH OF GAPS (503)224-0918 FAX AROUND CUT-OUTS FOR ELECTRICAL BOXES, PIPES AND PLUMBING, AND OTHER STRUCTURAL PENETRATIONS. PROVIDE INSULATION BETWEEN THE CONCEALED FACE OFFINISH 09 51 00 SUSPENDED 1 INCH THICK, 2X4 ACOUSTIC 06 10 00 WOOD STUD FRAMING AT 24" O.C. - 1 " AIR SPACE MATERIALS (WITHIN THE STUD OR JOIST CAVITY) AND PIPES, PLUMBING, THE BACK OF MAHLUM ARCHITECTS INC CEILING TILE 09 21 16 ACOUSTIC BATT INSULATION 06 10 00 STAGGERED STUD WOOD FRAMING 092116 ACOUSTIC BATT INSULATION BOXES, {)ROTHER RECESSED FIXTURES SEE A3AA-6O2.FOR BACK TOBACK RECEPTACLES SEE B1/A-GU2. 09 21 16 GYPSUM WALLBOARD 092116 GYPSUM WALLBOARD Q. REFERENCE PROJECT SPECIFICATIONS: 016011 BRACING AND ANCHORING 061OOUROUGH CARPENTRY FOR BLOCKING REQUIREMENTS 07210UBATTINSULATION TYPICAL U.N.O. FIRE RESISTANCE: 0 HOUR FIRE RESISTANCE: 0 HOUR FIRE RESISTANCE: 0 HOUR 078400 FIRE STOPPING FIRE RESISTANCE: 0 HOUR SOURCE: N/A SOURCE: SOURCE: N/A 07Q005JOINT AND ACOUSTIC SEALANTS 092116 GYPSUM BOARD ASSEMBLIES ACT-1 STC RATING/ SOURCE: NRC.95TO1.0,CAC20PERASTME1264 6011 STC RATING / SOURCE: STC 46, BBN-700725 S061 STC RATING / SOURCE: STC 55-59 XXXX D6022 STC RATING / SOURCE: STC 60 XXXX SEE NOTED ASSEMBLY DETAIL FOR ALL OTHER SECTIONS 1O.WHERE LARGER STUDS ORFURRING ARE REQUIRED TOCOVER DUCTS, PIPING, CONDUIT, ETC, THE LARGER STUD SIZE DRFURRING SHALL BEPROVIDED AND SHALL 06 10 00 PLYWOOD SHEATHING WHERE OCCURS PER EXTEND THE FULL SURFACE {)FTHE WALL LENGTH AND HEIGHT WHERE THE FURRING 09 21 16 GYPSUM WALLBOARD _wt STRUCTURAL OCCURS. 09 21 16 GYPSUM WALLBOARD 06 10 00 PLYWOOD SHEATHING WHERE OCCURS PER STRUCTURAL 06 10 00 WOOD STUD FRAMING 11. FRAME AND FINISH OPENINGS FOR MECHANICAL AND ELECTRICAL SYSTEMS AS 09 51 00 SUSPENDED 7/8 INCH THICK, 2X4 ACOUSTIC 06 10 00 WOOD STUD FRAMING - 09 2116 ACOUSTIC BATT INSULATION REQUIRED BYK4ECHAN|CAUELECTR|CALDOCUMENTS. 06 10 00 STAGGERED STUD WOOD FRAMING 06 10 00 PLYWOOD SHEATHING WHERE OCCURS PER CEILING TILE 09 21 16 ACOUSTIC BATT INSULATION 09 21 16 ACOUSTIC BATT INSULATION STRUCTURAL 12. COORDINATE WITH STRUCTURAL DRAWINGS FOR REQUIRED SHEARVVALL SHEATHING. PROVIDE |NADDITION TUCOMPONENTS INDICATED UNWALL TYPE 09 21 16 GYPSUM WALLBOARD 06 10 00 PLYWOOD SHEATHING WHERE OCCURS PER 12" AIRSPACE DETAILS ASREQUIRED. STRUCTURAL 13.REFERENCE FIRE LIFE SAFETY PLANS FOR LOCATION AND EXTENTS ORLIMITS OF RATED PARTITIONS. FIRE RESISTANCE: 1 HOUR FIRE RESISTANCE: 0 HOUR PLUMBING CHASE FIRE RESISTANCE: 0 HOUR 14.ALL FIRE -RATED ASSEMBLIES ARE BASED UPON IBC, U.LAND U.S.GYPSUM 8559 FIRE HOURASSOCIATION ({�A)TEST DATA. FIRE R/��EOPARTITIONS ARE TOBECONSTRUCTED |N D REGISTERED -ACT-2 STC RATING/ SOURCE: NRC.80TO1.0,CAC35PERASTME1264 6111 STC RATING / SOURCE: S065 STC RATING / SOURCE: STC 55-59 XXXX D6061 STC RATING / SOURCE: STC 55-59 XXXX ACCORDANCE WITH THE REQUIREMENTS 0FTHE TESTING AGENCIES. REFER TO SPECIFIC TEST REPORTS INDICATED FOR REQUIRED COMPONENTS AND ASSEMBLY. A EC 15. WALL RATING CONTINUES THROUGH INTERSECTIONS WITH NON -RATED WALLS, TYPICAL. 09 21 16 GYPSUM WALLBOARD 092116 GYPSUM WALLBOARD 18.MAINTAIN FIRE RESISTANCE RATING FOR ALL CONSTRUCTION INDICATED AT 09 21 16 GYPSUM WALLBOARD 06 10 00 PLYWOOD SHEATHING WHERE OCCURS PER THROUGH -WALL PENETRATIONS, BUILT-IN WALL FIXTURES, ACCESSORIES, AND BEHIND MAILBOXES, FIRE EXTINGUISHER CABINETS, PLUMBING FIXTURES, ELECTRIC PANELS AND SIMILAR ITEMS, |NCOMPLIANCE WITH REQUIREMENTS OFAPPLICABLE CODES. 09 51 00 SUSPENDED 7/8 INCH THICK, 2X4 ACOUSTIC 06 10 00 WOOD STUD FRAMING 06 10 00 STAGGERED STUD WOOD FRAMING 09 21 16 ACOUSTIC BATT INSULATION 09 21 16 ACOUSTIC BATT INSULATION 1 " AIR SPACE COORDINATE CONSTRUCTION OF FIRE -RATED ASSEMBLIES WITH DESIGNATED DESIGN CEILING TILE - WASHABLE 092116 ACOUSTIC BATT INSULATION NUMBER.09 21 16 GYPSUM WALLBOARD 06 10 00 PLYWOOD SHEATHING WHERE OCCURS PER - L__----- 17.PROVIDE LABELS AJRATED WALLS 09 21 16 GYPSUM WALLBOARD STRUCTURAL 09 21 16 GYPSUM WALLBOARD PER SPEC SECTION 0784O8AND TOTHE 09 21 16 GYPSUM WALLBOARD 09 21 16 GYPSUM WALLBOARD DIAGRAM ATTHE RIGHT. LABEL AND SPACING 4''ABOVE CEILING, FIRE RESISTANCE: 0 HOUR FIRE RESISTANCE: 0 HOUR FIRE RESISTANCE: 0 HOUR FIRE RESISTANCE: 1 HOUR BOTH SIDES OFWALL SOURCE: SOURCE: SOURCE: N/A "A", ������������ ��n�������!�'0v��^�� STC RATING/ SOURCE: NRC.80TO1.0,CAC35PERASTME1264 6022 STC RATING / SOURCE: STC 52 USG 810218 S066 STC RATING SOURCE: STC 55-59 XXXX D6122 STC RATING / SOURCE: STC 60 XXXX WALL RATING PLAN SYMBOL SCHOOL DISTRICT (SEE FIRE LIFE SAFETY PLANS FOR MORE INFORMATION) Each student learning, every d^ 06 10 00 PLYWOOD SHEATHING WHERE OCCURS PER 06 10 00 PLYWOOD SHEATHING WHERE OCCURS PER NON RATED WALL 1-HOUR FIRE BARRIER K�Z�[����l�JZ� ��/�A����| /vm��/ x^�/nr` SCHOOL STRUCTURAL STRUCTURAL SMOKE PARTITION (SP) 2-HOURFIRE BARRIER REPLACEMENT 09 21 16 ACOUSTIC BATT INSULATION 09 21 16 METAL C-H STUD FRAMING SMOKE BARRIER (SB) 3-HOURFIRE BARRIER 9300 236TH ST. SW, 09 51 00 SUSPENDED 3/4 INCH THICK, 2X2 ACOUSTIC 1/2-HDURFIRE PARTITION RATING VARIES E[)M[>N[]S'WAg8020 CEILING TILE (SEE FIRE LIFE 1-HOURFIRE PARTITION (Ff) SAFETY PLANS) (FM 09 21 16 GYPSUM WALLBOARD ASSEMBLY TYPE DESCRIPTION FIRE WALL FIRE RESISTANCE: 1H0UR F|����8|8l��C�' 1HOUR �� �� FIRE RESISTANCE: ' ' �� �� �� ' SOURCE: ULDES 3U5 SOURCE: ULDES 415 � — ��UR��' ������ ������ �� N��� ' �~ | N= ���» � � | � �� N�� N | N N �� N�� N | | N �T��0Jl���/���U���� NRC�75TO1�O.CAC3�P�RASTK�E1264 � �� � �� � � �T��uJ|N��/���U���� STC�2/US{�81O218 � � ���� � �� � � STC RuJ|N��/S��URCE: 55�A:NG[-3O56 � � � 092116 GYPSUM WALLBOARD 09 21 16 METAL STUD FRAMING 09 51 00 ACOUSTICAL WOOD CEILING 09 21 16 ACOUSTIC BATT INSULATION 1 FIRE RESISTANCE: 1 HOUR FIRE RESISTANCE: 0 HOUR FIRE WALL FIRE RESISTANCE: 2 HOUR STC RATING / SOURCE: 40-49, NRCC-816-NV NGC-2385 SOURCE: SOURCE: UL DES 301 (4) OPPOSITE SIDE MATERIAL LwC_1 STC RATING SOURCE: 6222 STC RATING / SOURCE: STC 52 USG 810218 (3) TAG SIDE MATERIAL 002116CDNT (2) FIRE RATING ACOUSTIC (1) CORE MATERIAL INSULATION 2'-0" MIN OR SKIP ONE STUD B A 7 PARTITION PER PLANS ASSEMBLY TAG DESCRIPTION -� (1)CORE MATERIAL < X(2)FIRE RATING < r � ( �J�� � (3)T7\GSIDE MATERIAL | 7 �—O[V26.27OBUCEROUGH-|NOPPOSITE SIDE MATERIAL ATAOJROOKiS- DUNOTLDCATEDEV|CES (5)MODIFIER (IF USED) BACK TDBACK WITHIN THE SAME STUD CAVITY ] SKIP ONE STUD B/A/ U|V23DUCT INSULATION ��'-O" \ (8)HEAD CONDITION -SEE B4��6O2 ' cy D 078400/070005 ������������'������� mIL_(IF BLANK SEE TYPICAL) ~ ------ BACKER ROD �m =� &CAULK (7)BASE CONDITION - SEE A4��802 co Of (IF BLANK SEE TYPICAL) < nJ� �—r(G)C{)RETHICKNESS co <�� / / ``- 0Q2118CONT--� ^-0y2118ACOUST|CALpUTTY MATERIALS CORE MATERIALS �� 002116CDNT—� \—O|V26.27OB/|CERDUGH-|N—� � ACOUSTIC PAD UNJUNCTION BOXES DN �� ACOUSTIC ATADJROOMS- u/8*u»FIRE STOPPING AROUND ---' p�R|N0CATEOU '"`""'`D"'' PERIMETER 081000 INSULATION ONE SIDE OFPARTITION VV|TH INSULATION DUNOT LOCATE DEVICES � ANYJUNCT|ONBOXESONTH� BACKTDBACKyy|TH|N�HE O784O0/07A00� ` ASSEMBLY COORDINATE"^'"'"'°^'"`` SHE/��|N{� INTERIOR WALL ASSEMBLY LEGEND OPPOSITE SIDE UFTHE SAK4E3TUDC/�'|Ty BACKER OQ2116GYP """�',=�' ,,''"`��"� NOTCHED PART|T|ONVV|TH|N2'-0" &CAULK AND STUDS OQ21 18�YPAND °`'E'' 'LA'`" AROUND TRUSS PER ASSEMBLY STUDS PER 09 21 16 EXTEND GYP TO K4EK4BERSAND (1) CORE MATERIAL (BY SPEC DIVISION) (5)MODIFIERS (IF NEEDED) ASSEMBLY UNDERSIDE UFSTR SEALED WITH RESILIENT CAULK 4 MASONRY WATER RESISTANT GYP BID BACK TO BACK RECEPTACLES ES | | T CE|L|N{�SPER RCP 6 WOOD HIGH IMPACT GYP BID �� � ---�07210O1''THICK CEILINGS PER RCP ' ' ` INSULATION (PERPENDICULAR 'TO TRUSSES) TO TRUSSES)D6 DOUBLE WOOD INT WALL FRAMING E STUDS @ 24" OC MARK DATE DESCRIPTION STUD TO UNDERSIDE OFD9 DOUBLE METAL INT WALL FRAMING F USER DEFINED ---V--- �� �H STRUCTURE`—^ ISSUE DATE: 09j/\NU/\RY 2017 OQ211GGYP NON-CONTINUOUSSTAGGERED STUDS (FOS TO FOS) HJUSER DEFINED MERE PERMITTED BY RATING REOS. ISSUE: BUILDING PERMIT GREATER THEN 1" DIA WA U U HEAD ��� CONDITIONS(2)f���F��8V� (G) CORE THICKNESS 0 NON -RATED CONCRETE: 6 L --- - --- 1 1 HOUR (ACTUAL SIZE) 8 8" 1 PRO "ET -NO - ------------------------------------------------------ 2015913.00 2' LAYER ' 3 ' RS 2L/Y/E 070OO5CONT|NUOUS 07840O/O7QOO5 --- BM/AD/EMS ACOUSTIC SEALANT BACKER ROD [}M AROUND ALL PENETRATIONS &CAULK ATACOUST|C PARTITIONS COPYRIGHT MAHmmARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: oo^wr ASSEW1BLYPER PLANS ASSEW1BLYPER PLANS w � � NOTES: A INTERIOR ^~~~ ~ ��������������� OO2118150"STUDS �1) BASE AS SCHEDULED BASE AS SCHEDULED 2 ~ LAYER {�YPEACH S|OE' AND 1) K4|N.5^SEPARATION BETVVEEN �"'� RS SEALANT ADJACENT PENETRATIONS O7Q0O5ACOUSTICAL O7Q0O5ACOUSTICAL (3)&W0 SEALANT8OTHS|DES 2)SEAL ALL DPEN|N{�SVV|TH SEALANTBOTH SIDES U02118SEPARATE ALL ANT|K4|CR(�B|ALCAULK | PENETRATIONS —^�~—�� STUD MIN. ^�~~~— �__ O7O400F|RESTO�P|NG�ER O7O400FIRE STOPPING PER AT 3LAYERS 2LAYERS 4LAYERS � |NO|CATEDULASSEKiBLY INDICATED PARTITIONS � � � � --- /uu_� ��/u�_� ��/u��� /�\ /�\CIO , \/*/ \ o/ w � = ^� �� TYPICAL PARTITION INTERSECTIONS PARTITION PENETRATIONS WALL BASE CONDITIONS 8 -----USER __]______U_SER USER STAGGERED STUDS 1 Am602 1 1 2 1 3 1 4 1 5 1 6 Rim 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC "" � REGISTERED DAVI GTON "Edmonds W SCHOOL DISTPICT Each student learning, everyday! MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 ZONE KEYPLAN MARK DATE DESCRIPTION ISSUE DATE: 09 JANUARY 2017 ISSUE: BUILDIV6' __ it PROJECTNO: 2015913.00, DRAWbIB�-- BM/AD/EM- CHECKED BY: DM ------------------------ - - - COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" um Rim 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC "" � REGISTERED DAVI GTON "Edmonds W SCHOOL DISTPICT Each student learning, everyday! MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 ZONE KEYPLAN MARK DATE DESCRIPTION ISSUE DATE: 09 JANUARY 2017 ISSUE: BUILDIV6�i1drr PRO JC T-NO - ------------------------------------------------------ 2015913.00 DRAWN -BY: -------------------------------------------------------------- Author CHECKED BY: Checker - - -------------------------------------------------------- ------ -- --- COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" um Rim 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC "" � REGISTERED DAVI GTON "Edmonds W SCHOOL DISTRICT Each student learning, everyday! MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 ZONE KEYPLAN MARK DATE ISSUE DATE: ISSUE: DESCRIPTION 09 JANUARY 2017 A Fpr0Tfyj—wlTAffl PRO JC T-NO - ------------------------------------------------------ 2015913.00 DRAWN -BY: -------------------------------------------------------------- Author CHECKED BY: Checker — - -------------------------------------------------------- ------ -- --- COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" STOREFRONT AND LOUVER TYPES - ZONES A AND B 1 M Rim 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC "" � REGISTERED DAVI GTON "Edmonds W SCHOOL DISTRICT Each student learning, everyday! MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 ZONE KEYPLAN MARK DATE ISSUE DATE: ISSUE: DESCRIPTION 09 JANUARY 2017 A Fpr0Tfyj—wlTAffl PRO JC T-NO - ------------------------------------------------------ 2015913.00 DRAWN -BY: -------------------------------------------------------------- Author CHECKED BY: Checker — - -------------------------------------------------------- ------ -- --- COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" STOREFRONT AND LOUVER TYPES - ZONES A AND B 1MA Rim 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC "" � REGISTERED DAVI GTON "Edmonds W SCHOOL DISTRICT Each student learning, everyday! MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 ZONE KEYPLAN MARK DATE ISSUE DATE: ISSUE: DESCRIPTION 09 JANUARY 2017 A Fpr0Tfyj—wlTAffl PRO JC T-NO - ------------------------------------------------------ 2015913.00 DRAWN -BY: -------------------------------------------------------------- Author CHECKED BY: Checker — - -------------------------------------------------------- ------ -- --- COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" STOREFRONT AND LOUVER TYPES - ZONES C AND D 1 m Rim 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC "" � REGISTERED DAVI GTON "Edmonds W SCHOOL DISTPUCT Each student learning, everyday! MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 ZONE KEYPLAN MARK DATE DESCRIPTION ISSUE DATE: 09 JANUARY 2017 ISSUE: BUILDIV6�i1drr PRO JC T-NO - ------------------------------------------------------ 2015913.00 DRAWN -BY: ---------------------------------------------------------------------- MG - CHECKED BY: DM - - ------------------------------------------------------------ - ------ COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" FINISH SCHEDULE um 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX M TRIX E N G I N E E It S 725 POWELL AVE SW SUITE 100 425-336-2822 RENTON, WA 98057 www.metrixeng.com Edmonds 1W SCHOOL DISMICT Each student tearniog, every d EDMONDS SCHOOL DISTRICT MADRONA SCHOOL (ESD) MARK DATE DESCRIPTION ISSUE DATE: 09 JANUARY 2017 ISSUE: BUILDING PERMIT PROJECT NO: 2015913.00 DRAWN BY: EO CHECKED BY: BB COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" I 2 3 I 5 N 14 C 0 ABBREVIATIONS: 0 DIAMETER, PHASE EJ EXPANSION JOINT MAT MIXED AIR TEMPERATURE SRV SAFETY RELIEF VALVE ELEC ELECTRIC MAV MANUAL AIR VENT SS STAINLESS STEEL A COMPRESSED AIR ELEV ELEVATION MAX MAXIMUM ST STORAGE TANK, SOUND TRAP AAV AUTOMATIC AIR VENT EMCS ENERGY MANAGEMENT CONTROL SYSTEM MBH THOUSANDS OF BTUH STD STANDARD ABV ABOVE ENT ENTERING MCA MINIMUM CIRCUIT AMPACITY STM STEAM AC AIR CONDITIONING UNIT EQUIP EQUIPMENT MECH MECHANICAL STIR STARTER, STRUCTURAL AD AREA DRAIN, ACCESS DOOR ESP EXTERNAL STATIC PRESSURE MED MEDIUM SUCT SUCTION ADA AMERICANS WITH DISABILITIES ACT ET EXPANSION TANK MERV MINIMUM EFFICIENCY REPORTING VALUE SUP SUPPLY AFF ABOVE FINISHED FLOOR ETC AND SO FORTH MFR MANUFACTURER AFUE ANNUAL FUEL UTILIZATION EFFICIENCY EUH ELECTRIC UNIT HEATER MIN MINIMUM TAB TESTING, ADJUSTING AND BALANCING AHJ AUTHORITY HAVING JURISDICTION EVAP EVAPORATOR, EVAPORATIVE MISC MISCELLANEOUS TDH TOTAL DYNAMIC HEAD AHU AIR HANDLING UNIT EW EYE WASH MOCP MAXIMUM OVERCURRENT PROTECTION TEMP TEMPERATURE ALT ALTERNATE EWC ELECTRIC WATER COOLER MPC MEDIUM PRESSURE CONDENSATE TG TRANSFER GRILLE ALUM ALUMINUM EWH ELECTRIC WATER HEATER MPG MEDIUM PRESSURE GAS TOD TOP OF DUCT AMB AMBIENT EWT ENTERING WATER TEMPERATURE MPS MEDIUM PRESSURE STEAM TOF TOP OF FOOTING APD AIR PRESSURE DROP EX EXHAUST MS MOP SINK TOP TOP OF PIPE APPROX APPROXIMATE EXT EXTERIOR, EXTERNAL MTD MOUNTED TP TOTALPRESSURE ARCH ARCHITECT MU MAKEUP WATER TPRV TEMPERATURE/PRESSURE RELIEF VALVE AMERICAN SOCIETY OF HEATING, REFRIGERATION F FIRE SPRINKLER MUA MAKEUP AIR UNIT TSP TOTAL STATIC PRESSURE ASHRAE AND AIR-CONDITIONING ENGINEERS, INC. °F DEGREES FAHRENHEIT T'STAT THERMOSTAT ATM ATMOSPHERE FC FLEXIBLE CONNECTOR, FLUID COOLER (N) NEW TU TERMINAL UNIT AV ACID RESISTANT (CHEMICAL) VENT FCO FLOOR CLEANOUT NA NOT APPLICABLE TYP TYPICAL AW ACID RESISTANT (CHEMICAL) WASTE FCU FAN COIL UNIT NC NOISE CRITERIA, NORMALLY CLOSED FD FLOOR DRAIN NEG NEGATIVE UH UNIT HEATER B BOILER F/D FIRE DAMPER NO NORMALLY OPEN UNOCC UNOCCUPIED BDD BACKDRAFT DAMPER FDC FIRE DEPARTMENT CONNECTION NO. NUMBER URN URINAL BF BELOW FLOOR FFD FUNNEL FLOOR DRAIN NOM NOMINAL BFF BELOW FINISHED FLOOR FLA FULL LOAD AMPS NP NON -POTABLE V VENT, VOLTS BHP BRAKE HORSEPOWER FLR FLOOR NPCW NON -POTABLE COLD WATER VAC VACUUM BLDG BUILDING FLEX FLEXIBLE NPHW NON -POTABLE HOT WATER VAV VARIABLE AIR VOLUME UNIT BLW BELOW FO FUEL OIL NPHWC NON -POTABLE HOT WATER CIRCULATING VB VACUUM BREAKER BOD BOTTOM OF DUCT FOG FUEL OIL GAGE NPW NON -POTABLE WATER VD VOLUME DAMPER BOP BOTTOM OF PIPE FOP FUEL OIL PUMP NTS NOT TO SCALE VEL VELOCITY BOT BOTTOM FOV FUEL OIL VENT VENT VENTILATION, VENTILATOR BTU BRITISH THERMAL UNIT FP FIRE PROTECTION, FIRE PUMP 02 OXYGEN VFD VARIABLE FREQUENCY DRIVE BTUH BRITISH THERMAL UNIT PER HOUR FPM FEET PER MINUTE OA OUTSIDE AIR VTR VENT THRU ROOF FPS FEET PER SECOND OAT OUTSIDE AIR TEMPERATURE C CONDENSATE DRAIN PIPING FS FLOOR SINK OBD OPPOSED BLADE DAMPER W WASTE, WATT, WIDTH CA AIR COMPRESSOR F/S/D COMBINATION FIRE SMOKE DAMPER OC ON CENTER W/ WITH CAP CAPACITY FT FEET, FINNED TUBE OCC OCCUPIED WB WET BULB CBV CIRCUIT BALANCING VALVE FTR FINNED TUBE RADIATION ORWL OVERFLOW RAIN WATER LEADER WC WATER CLOSET CC COOLING COIL FV FACE VELOCITY OSA OUTSIDE AIR WCO WALL CLEANOUT CD CEILING DIFFUSER OT OFF TOP WH WATER HEATER CFH CUBIC FEET PER HOUR G GAS OV OUTLET VELOCITY WM WATER METER CFM CUBIC FEET PER MINUTE GAL GALLON W/O WITHOUT CH CHILLER, CABINET HEATER GALV GALVANIZED P PRESSURE, PUMP WPD WATER PRESSURE DROP CHWP CHILLED WATER PUMP GC GENERAL CONTRACTOR PC PUMPED CONDENSATE WSEC WASHINGTON STATE ENERGY CODE CHWR CHILLED WATER RETURN GCWR GLYCOL COOLING WATER RETURN PD PRESSURE DROP WSFU WATER SUPPLY FIXTURE UNIT CHWS CHILLED WATER SUPPLY GCWS GLYCOL COOLING WATER SUPPLY PERF PERFORATED WT WEIGHT CHWS/R CHILLED WATER SUPPLY AND RETURN GCWS/R GLYCOL COOLING WATER SUPPLY AND RETURN PH PHASE WTD WATER TEMPERATURE DROP CI CAST IRON GFU GAS FIRED UNIT PIV POST INDICATOR VALVE CL CENTER LINE GPD GALLONS PER DAY POC POINT OF CONNECTION CLG CEILING GPH GALLONS PER HOUR PR CONDENSATE PUMP RETURN CMU CONCRETE MASONRY UNIT GPM GALLONS PER MINUTE PRESS PRESSURE CO CLEANOUT GPR GAS PRESSURE REGULATOR PRV PRESSURE REDUCING VALVE COMB COMBUSTION, COMBINATION GR GRILLE PSI POUNDS PER SQUARE INCH COND CONDENSATE GIRD GRILLES, REGISTERS, AND DIFFUSERS PSIG POUNDS PER SQUARE INCH GAUGE CONN CONNECTION GW GREASE WASTE PSIA POUNDS PER SQUARE INCH ABSOLUTE CONT CONTINUE, CONTROL GWB GYPSUM WALLBOARD PTRV PRESSURE/TEMPERATURE RELIEF VALVE CONTR CONTRACTOR GWH GAS WATER HEATER PU PUMP COP COEFFICIENT OF PERFORMANCE PVC POLYVINYL CHLORIDE CP CONDENSATE PUMP HB HOSE BIBB CT COOLING TOWER HC HEATING COIL QTY QUANTITY CU CONDENSING UNIT, CUBIC HD HEAD CV CHECK VALVE, CONSTANT VOLUME HOR HORIZONTAL R REFRIGERANT PIPING CW DOMESTIC COLD WATER HP HEAT PUMP, HORSEPOWER RA RETURN AIR CWP CONDENSER WATER PUMP HPC HIGH PRESSURE CONDENSATE RAF RETURN/RELIEF AIR FAN CWR CONDENSER WATER RETURN HPS HIGH PRESSURE STEAM RAG RETURN AIR GRILLE CWS CONDENSER WATER SUPPLY HR HOUR RAH RADIANT HEATER CWS/R CONDENSER WATER SUPPLY AND RETURN HRU HEAT RECOVERY UNIT RCP REFLECTED CEILING PLAN HT HEIGHT RD ROOF DRAIN DB DRY BULB HTR HEATER REF REFERENCE, RETURN/EXHAUST FAN DC DUCT COIL, DUST COLLECTOR HX HEAT EXCHANGER REG REGISTER DDC DIRECT DIGITAL CONTROL HVAC HEATING, VENTILATION & AIR CONDITIONING REL RELIEF DDCV DOUBLE DETECTOR CHECK VALVE HW DOMESTIC HOT WATER REQD REQUIRED DEPT DEPARTMENT HWC DOMESTIC HOT WATER CIRCULATING RET RETURN DEG DEGREE HWR HEATING WATER RETURN RF RETURN FAN DF DRINKING FOUNTAIN HWS HEATING WATER SUPPLY RG RETURN GRILLE DFU DRAINAGE FIXTURE UNIT HWS/R HEATING WATER SUPPLY AND RETURN RH RELATIVE HUMIDITY, ROOF HOOD DH DUCT HEATER HZ HERTZ RHC REHEAT COIL DI DUCTILE IRON RAC ROUGH IN AND CONNECT DIA DIAMETER IAQ INDOOR AIR QUALITY RLA RATED LOAD AMPS DIAG DIAGRAM I.E. INVERT ELEVATION RM ROOM DIFF DIFFERENTIAL IN INCH ROD ROOF OVERFLOW DRAIN DIM DIMENSION INCL INCLUDING RPBA REDUCED PRESSURE BACKFLOW ASSEMBLY DN DOWN INT INTERNAL RPBP REDUCED PRESSURE BACKFLOW PREVENTER DP DIFFERENTIAL PRESSURE INV INVERT RPM REVOLUTIONS PER MINUTE DUAL TEMPERATURE HEATING AND COOLING WATER IRR IRRIGATION WATER RTU ROOFTOP UNIT DTS SUPPLY ISP INTERNAL STATIC PRESSURE RV RELIEF VALVE DUAL TEMPERATURE HEATING AND COOLING WATER RWL RAIN WATER LEADER DTR RETURN KW KILOWATT DUAL TEMPERATURE HEATING AND COOLIN WATER SA SUPPLY AIR DTS/R SUPPLY AND RETURN L LENGTH SAD SUPPLY AIR DIFFUSER DX DIRECT EXPANSION LAT LEAVING AIR TEMPERATURE SAT SUPPLY AIR TEMPERATURE DWG DRAWING LAV LAVATORY SCFM STANDARD CUBIC FEET PER MINUTE DWP DOMESTIC WATER PUMP LB POUND SCH SCHEDULE LBS/HR POUNDS PER HOUR SCHEM SCHEMATIC (E) EXISTING LD LINEAR DIFFUSER S/D SMOKE DAMPER EA EACH, EXHAUST AIR LF LINEAR FEET SF SUPPLY FAN, SQUARE FOOT EAT ENTERING AIR TEMPERATURE LL REFRIGERANT LIQUID LINE SG SUPPLY GRILLE ECG EGGCRATE GRILLE LPC LOW PRESSURE CONDENSATE SL REFRIGERANT SUCTION LINE EDH ELECTRIC DUCT HEATER LPS LOW PRESSURE STEAM SHEET METAL AND AIR CONDITIONING EER ENERGY EFFICIENCY RATIO LRA LOCKED ROTOR AMPS SMACNA CONTRACTORS' NATIONAL ASSOCIATION, INC. EF EXHAUST FAN LVG LEAVING SP STATIC PRESSURE EFF EFFICIENCY LVR LOUVER SPEC SPECIFICATION EG EXHAUST GRILLE LWT LEAVING WATER TEMPERATURE SQ SQUARE GENERAL NOTES: GENERAL: 1. COORDINATE MECHANICAL WORK WITH ELECTRICAL, ARCHITECTURAL, STRUCTURAL, CIVIL AND LANDSCAPE WORK SHOWN ON OTHER CONTRACT DOCUMENTS. PROVIDE ADDITIONAL OFFSETS FOR COORDINATED INSTALLATION WHERE REQUIRED. 2. COORDINATE HVAC, PLUMBING AND FIRE PROTECTION WORK PRIOR TO INSTALLATION. DUCTWORK AND EQUIPMENT ACCESS TAKES PRECEDENCE OVER PIPING FOR AVAILABLE SPACE. 3. WHERE USED, THE TERM "PROVIDE" SHALL MEAN "FURNISH AND INSTALL". 4. MAINTAIN A MINIMUM OF 6'-8" CLEARANCE TO UNDERSIDE OF DUCTS, PIPES, CONDUITS, SUSPENDED EQUIPMENT, ETC., IN MECHANICAL ROOM ACCESS SPACES. 5. COORDINATE EQUIPMENT CONNECTIONS WITH MANUFACTURERS' CERTIFIED DRAWINGS. COORDINATE AND PROVIDE DUCT AND PIPING TRANSITIONS REQUIRED FOR FINAL EQUIPMENT CONNECTIONS TO FURNISHED EQUIPMENT. FIELD VERIFY AND COORDINATE DUCT AND PIPING DIMENSIONS BEFORE FABRICATION. 6. PROVIDE 4" MINIMUM CONCRETE BASES (HOUSEKEEPING PADS) UNDER FLOOR MOUNTED MECHANICAL EQUIPMENT. THIS INCLUDES, BUT IS NOT LIMITED TO BOILERS, CHILLERS, FLUID COOLERS, COOLING TOWERS, PUMPS, EXPANSION TANKS, WATER HEATERS, AND STORAGE TANKS. COMPLY WITH REQUIREMENTS FOR EQUIPMENT BASES AND FOUNDATIONS SPECIFIED IN DIVISION 03. T PROVIDE MISCELLANEOUS STEEL REQUIRED TO ENSURE PROPER INSTALLATION OF MECHANICAL SYSTEMS. 8. LOCATE VALVES, WATER HAMMER ARRESTERS, CLEANOUTS, DAMPERS, CONTROLS AND SIMILAR COMPONENTS SO THAT THEY ARE ACCESSIBLE. PROVIDE ACCESS DOORS FOR MECHANICAL EQUIPMENT INSTALLED BEHIND WALLS, ABOVE INACCESSIBLE CEILINGS AND BELOW FLOORS. COORDINATE ACCESS DOOR LOCATIONS WITH ARCHITECT/ENGINEER. INSTALL TAG ON CEILING GRID FRAME TO INDICATE LOCATION AND TYPE OF EQUIPMENT THAT REQUIRES MAINTENANCE. PROVIDE 16 GA, STEEL, FLUSH TYPE ACCESS DOOR WITH CONCEALED HINGE AND SLOT SCREWDRIVER TYPE CAM LATCH. PROVIDE FACTORY PRIMED IN PAINTED SURFACE AREAS FOR FIELD PAINTING. PROVIDE STAINLESS STEEL FOR ALL OTHER AREAS. PROVIDE UL LISTED AND LABELED DOOR WHERE FIRE -RESISTANCE RATING IS INDICATED ON DRAWINGS. ACCESS DOOR SHALL BE SIZED SO THAT ADJACENT EQUIPMENT IS ACCESSIBLE. PROVIDE ACUDOR, ELMDOR, MILCOR, OR APPROVED. 9. COORDINATE ATTACHMENTS TO STRUCTURE TO VERIFY THAT ATTACHMENT POINTS ON EQUIPMENT AND STRUCTURE CAN ACCEPT SEISMIC, WEIGHT, AND OTHER LOADS IMPOSED. 10. MAINTAIN INDICATED FIRE AND SMOKE RATING OF WALLS, PARTITIONS, CEILINGS, AND FLOORS AT MECHANICAL PENETRATIONS. SEAL PENETRATIONS WITH FIRESTOP MATERIAL. PROVIDE MATERIAL IN ACCORDANCE WITH ASTM E 814 AND UL 1479 3M OR APPROVED. COMPLY WITH REQUIREMENTS SPECIFIED IN DIVISION 07. 11. REFER TO TYPICAL DETAILS PROVIDED IN THIS DWG SET FOR DUCTWORK, PIPING, AND EQUIPMENT INSTALLATION. CONTRACTOR IS RESPONSIBLE FOR CONFORMANCE WITH DETAILS. 12. LOCATIONS AND SIZES OF FLOOR, WALL, AND ROOF OPENINGS SHALL BE COORDINATED WITH OTHER TRADES INVOLVED. INCLUDE IN THE COST OF MECHANICAL WORK, CUTTING, CORING, PATCHING AND PAINTING OF EXISTING WALLS, CEILINGS, FLOORS AND ROOFS AS REQUIRED TO ACCOMMODATE WORK AS INDICATED IN THE MECHANICAL CONTRACT DOCUMENTS, UNLESS SPECIFICALLY SHOWN ON ARCHITECTURAL DRAWINGS. 13. PROVIDE ELASTOMERIC FOAM MATERIAL ON MECHANICAL EQUIPMENT THAT PRESENT A SAFETY HAZARD. PAINT FOAM MATERIAL WHITE. 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFEKEEPING OF HIS OWN PROPERTY ON THE JOB SITE. OWNER ASSUMES NO RESPONSIBILITY FOR PROTECTION OF PROPERTIES AGAINST FIRE, THEFT AND ENVIRONMENTAL CONDITIONS. 15. CLEAN THE JOB SITE DAILY AND REMOVE FROM THE PREMISES ANY DIRT AND DEBRIS CAUSE BY THE PERFORMANCE OF THE WORK INCLUDED IN THIS CONTRACT. BEFORE SUBSTANTIAL COMPLETION, CLEAN EQUIPMENT, FIXTURES, EXPOSED DUCTS, PIPING AND SIMILAR ITEMS. 16. PROVIDE EQUIPMENT THAT FITS INTO THE SPACE ALLOTTED AND ALLOWS ADEQUATE ACCEPTABLE CLEARANCE FOR INSTALLATION, REPLACEMENT, ENTRY, SERVICING AND MAINTENANCE. COORDINATE WITH OTHER TRADES TO ENSURE NO CONFLICT WITH REQUIRED CLEARANCES. 17. PROVIDE OFFSETS IN PIPING WHERE PLUMBING/PIPING WALL IS LOCATED DIRECTLY ABOVE STRUCTURE. OFFSET PIPING INTO CASEWORK OR SHAFT TIGHT TO WALL AND BACK INTO WALL ONCE BELOW STRUCTURE. REFER TO STRUCTURAL DRAWINGS. 18. BUILDING SPACE IS LIMITED. STRONG ATTENTION TO DETAIL AND CARE MUST BE TAKEN WHEN DEVELOPING SHOP DRAWING SO ROUTING IS COORDINATED WITH OTHER DISCIPLINES. 19. MATERIALS WITHIN PLENUMS SHALL BE NONCOMBUSTIBLE OR SHALL HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 25 AND A SMOKE -DEVELOPED INDEX OF NOT MORE THAN 50 WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723. 20. MECHANICAL EQUIPMENT, PACKAGED UNITS, CONTROL PANELS, MOTOR STARTER, MOTOR CONTROLLERS, VARIABLE FREQUENCY DRIVES AND SIMILAR EQUIPMENT SHALL CARRY A SHORT CIRCUIT CURRENT RATING (SCCR) EQUAL TO OR GREATER THAN AVAILABLE FAULT CURRENT DELIVERED FROM ELECTRICAL SYSTEM. INCLUDE VISIBLE FACTORY NAMEPLATE FOR SUCH EQUIPMENT INDICATING SCCR OF EQUIPMENT IN ACCORDANCE WITH UL 1995 AND UL 508A. PLUMBING: 1. DOMESTIC WATER TUBE, PIPE, FITTINGS, JOINING MATERIALS, SPECIALTIES, PLUMBING EQUIPMENT, PLUMBING FIXTURES, PLUMBING FITTINGS AND ALL OTHER APPURTENANCES IN CONTACT WITH DRINKING WATER SHALL BE LEAD-FREE EXCEPT THOSE EXPLICITLY EXEMPTED IN SECTION 3874 OF THE SAFE WATER DRINKING ACT. LEAD-FREE SHALL MEAN (A) NOT CONTAINING MORE THAN 0.2 PERCENT LEAD WHEN USED WITH RESPECT TO SOLDER AND FLUX; AND (B) NOT MORE THAN A WEIGHTED AVERAGE OF 0.25 PERCENT LEAD WHEN USED WITH RESPECT TO WETTED SURFACES OF DOMESTIC WATER TUBE, PIPE, FITTINGS, JOINING MATERIALS, SPECIALTIES, PLUMBING EQUIPMENT, PLUMBING FIXTURES, AND PLUMBING FITTINGS. 2. PROVIDE WATER HAMMER ARRESTORS IN DOMESTIC WATER PIPING IN ACCORDANCE WITH PDI-WH 2O1. 3. PROVIDE LINE SIZE STRAINER UPSTREAM OF EACH BACKFLOW PREVENTER, WATER PRESSURE REDUCING VALVE, CONTROL VALVE, SOLENOID VALVE AND PUMP. PROVIDE SHUTOFF VALVE ON EACH SIDE OF STRAINER. 4. VALVES, EXPANSION FITTINGS/LOOPS, AND PIPING SPECIALTIES SHALL BE FULL SIZE OF PIPE UNLESS NOTED OTHERWISE. PIPING: 1. PROVIDE AN AUTOMATIC AIR VENT AT THE HIGH POINT OF EACH DROP IN THE HEATING WATER, CHILLED WATER, AND OTHER CLOSED WATER PIPING SYSTEMS. PIPE VENT TO NEAREST DRAIN. PIPING SHALL GRADE TO LOW POINTS. PROVIDE HOSE END DRAIN VALVES AT THE BOTTOM OF RISERS AND LOW POINTS. 2. VALVES SHALL BE INSTALLED SO THAT VALVE REMAINS IN SERVICE WHEN EQUIPMENT OR PIPING ON EQUIPMENT SIDE OF VALVE IS REMOVED. 3. VALVES (EXCEPT CONTROL VALVES) AND STRAINERS SHALL BE FULL SIZE OF PIPE BEFORE REDUCING SIZE TO MAKE CONNECTIONS TO EQUIPMENT AND CONTROLS. 4. PROVIDE UNIONS AND/OR FLANGES AT EACH PIECE OF EQUIPMENT, AT EACH CONTROL VALVE, IN BYPASSES, AND IN LONG PIPING RUNS (100 FEET OR MORE) TO PERMIT DISASSEMBLY FOR ALTERATION AND REPAIRS. 5. PROVIDE FLEXIBLE CONNECTORS IN PIPING SYSTEMS CONNECTED TO AIR HANDLING EQUIPMENT, PUMPS, CHILLERS, COOLING TOWERS, AND OTHER EQUIPMENT WHICH REQUIRE VIBRATION ISOLATION. 6. PROVIDE LINE SIZE STRAINER UPSTREAM OF EACH BACKFLOW PREVENTER, WATER PRESSURE REDUCING VALVE, AUTOMATIC FLOW CONTROL VALVE, CONTROL VALVE, SOLENOID VALVE, GAS PRESSURE REGULATOR, AND PUMP. PROVIDE SHUTOFF VALVE ON EACH SIDE OF STRAINER. 7. VALVES, EXPANSION FITTINGS/LOOPS, AND PIPING SPECIALTIES SHALL BE FULL SIZE OF PIPE UNLESS NOTED OTHERWISE. HVAC/SHEET METAL: 1. DUCTWORK DIMENSIONS, AS SHOWN ON THE DRAWINGS, ARE INTERNAL CLEAR DIMENSIONS AND DUCT SIZE SHALL BE INCREASED TO COMPENSATE FOR DUCT LINING THICKNESS. 2. PROVIDE TEMPORARY COVERS OVER OPEN ENDS OF EQUIPMENT AND DUCTWORK DURING CONSTRUCTION. 3. PROVIDE MANUAL VOLUME DAMPER FOR EACH DIFFUSER, REGISTER, AND GRILLE. 4. PROVIDE DUCT ACCESS DOORS AT DUCT SMOKE DETECTORS, BACKDRAFT DAMPERS, MOTORIZED CONTROL DAMPERS, FIRE DAMPERS, SMOKE DAMPERS, COMBINATION FIRE/SMOKE DAMPERS, DUCT MOUNTED COILS, DUCT AIRFLOW STATIONS AND LOUVER PLENUMS. 5. PROVIDE THE FOLLOWING MINIMUM BRANCH DUCT SIZE TO DIFFUSERS, REGISTERS, AND GRILLES, UNLESS NOTED TO USE LARGER SIZE ON DRAWINGS: 5.1. 6"0: 100 CFM 5.2. 8"0": 200 CFM 5.3. 10"0: 300 CFM 5.4. 12"0: 450 CFM 5.5. 14"0: 600 CFM 5.6. 16"0: 750 CFM ENERGY CODE: (WASHINGTON STATE ENERGY CODE) 1. MOTORS: COMPLY WITH MINIMUM FULL LOAD EFFICIENCIES LISTED IN THE WASHINGTON STATE ENERGY CODE. 2. PIPING AND DUCT INSULATION: COMPLY WITH THICKNESS AND TYPES LISTED IN THE WASHINGTON STATE ENERGY CODE. 3. DUCT SEALING: SEAL DUCT TRANSVERSE JOINTS AND LONGITUDINAL SEAMS PER THE WASHINGTON STATE ENERGY CODE. 4. RECORD DRAWINGS: PROVIDE PER THE WASHINGTON STATE ENERGY CODE. 5. OPERATION AND MAINTENANCE MANUALS: PROVIDE PER THE WASHINGTON STATE ENERGY CODE. 6. MAINTENANCE STAFF SYSTEMS OPERATIONAL TRAINING: PROVIDE PER THE WASHINGTON STATE ENERGY CODE. 7. SYSTEM BALANCING: PROVIDE PER THE WASHINGTON STATE ENERGY CODE. 8. MECHANICAL SYSTEMS COMMISSIONING: PROVIDE PER THE WASHINGTON STATE ENERGY CODE. 9. THIS BUILDING AND ITS ENERGY SYSTEMS HAVE BEEN DESIGNED TO COMPLY WITH THE WASHINGTON STATE ENERGY CODE. CONTRACTOR IS RESPONSIBLE FOR CORRECT INSTALLATION OF ENERGY CONSERVATION MEASURES. 10. BUILDING PRESSURE TESTING: COORDINATE PHASING OF BUILDING ENVELOPE LEAKAGE TESTING WITH MECHANICAL SYSTEM SCOPES OF WORK. TEMPORARILY CAP SYSTEMS AS REQUIRED TO FACILITATE LEAKAGE TESTING SCOPE OF WORK. NON-STRUCTURAL MECHANICAL COMPONENTS: 1. THE FOLLOWING ITEMS ARE TAKEN DIRECTLY FROM THE 2012 INTERNATIONAL BUILDING CODE AND FROM THE AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE) STANDARD 7-10. THE CONTRACTOR SHALL REFER TO THE ABOVE FOR ADDITIONAL INFORMATION, EXCEPTIONS, AND FURTHER DESCRIPTIONS. THE CONTRACTOR SHALL ADHERE TO REQUIREMENTS AND AS SUCH, SHALL BE INCLUDED WITHIN BID. 2. 2012 IBC 1613.1 SCOPE: ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND NON-STRUCTURAL COMPONENTS THAT ARE PERMANENTLY ATTACHED TO STRUCTURES AND THEIR SUPPORTS AND ATTACHMENTS SHALL BE DESIGNED AND CONSTRUCTED TO RESIST THE EFFECTS OF EARTHQUAKE MOTIONS IN ACCORDANCE WITH ASCE 7-10, EXCLUDING CHAPTER 14 AND APPENDIX 11A. 3. 2012 IBC 1705.11 CONTRACTOR RESPONSIBILITY: THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND CONSTRUCTION OF A SEISMIC -FORCE -RESISTING SYSTEM, DESIGNATED SEISMIC SYSTEM, OR SEISMIC -RESISTING COMPONENT LISTED IN THE STATEMENT OF SPECIAL INSPECTIONS. 4. HANGERS AND SEISMIC BRACING FOR THE MECHANICAL SYSTEMS SHALL BE DESIGNED AND PROVIDED BY THE MECHANICAL CONTRACTOR. REFER TO CONTRACTOR SHOP DRAWINGS FOR LOCATIONS OF EQUIPMENT AND HUNG MECHANICAL SYSTEMS. THE MECHANICAL CONTRACTOR SHALL COORDINATE THE SUPPORT SYSTEMS AND DESIGN LOADS FOR HUNG MECHANICAL SYSTEMS WITH THE GENERAL CONTRACTOR AND OTHER TRADES THAT MAY BE IMPACTED. Rm 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-41 51 OFFICE E (2"06) 441-0478 FAX n C P. 1231 NW HOYT ( SUITE 102 PtRTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC MIFTRIX E N G I N E E R S 725 POWELL AVE SW, SUITE 100 425-336-2822 RENTON, WA 98057 www.metrixeng.com f 4 #ISOW IV KHOOL DISTRICT EAch .- .w EDMONDS SCHOOL DISTRICT MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 MARK DATE DESCRIPTION ISSUE DATE: 09 JANUARY 2017 ISSUE: BUILDING PERMIT PROJECT No: 2015913.00 DRAWN BY- EO CHECKED BY: BB COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" A MECHANICAL ABBREVIATIONS AND GENERAL NOTES V 2 3 In 5 m E 2 3 M 5 0 I:4 FBI C N. A AIR TO WATER HEAT PUMP SCHEDULE TAG AREA LOCATION MANUFACTURER / MODEL TYPE REFRIGERANT HEATING MIN COP MINIMUM MAXIMUM COOLING MIN MAX PART FULL # OF EVAPORATOR COMPRESSORS HEAT TRACE DIMENSIONS WEIGHT NOTES SERVED CAPACITY HEATING AMBIENT AMBIENT CAPACITY COOLING AMBIENT LOAD LOAD CIRCUITS FLUID FLOW EWT/LWT MIN FLOW FLOW EWT/LWT IN FLOW WPD VEL QTY EAT QTY MCA MOP MCA MOP VOLTAGE/ CAPACITY HEATING HEATING CAPACITY COOLING EFF EFF TYPE HEATING HEATING HEATING COOLING COOLING OOLIN FANS PHASE (LxWxHT) MBH) (MBH) (F F TONS TONS F IPLV EER # GPM F GPM GPM F GPM FT HD FPS # F # AMPS AMPS AMPS AMPS V/0 INANAN LBS AWHP-01 BUILDING SERVICE YARD AIRSTACK / (2) ARP030 MODULAR SCROLL R-410A 542.9 224.7 2.207 30 60 53.4 16.5 95 0.8333 10.1 2 30% PROPYLENE GLYCOL 54 105/125 27 92.4 60/45 46.2 6 6 2 30 2 9 15 153 200 480/3 104x72x102 5500 1, 2, 3, 4, 5 NOTES: 1) PROVIDE UNDER ADD ALT 03. 2) PROVIDE WITH ISOLATION VALVES, FACTORY HEAT TRACING CIRCUITS, DOOR INTERLOCK, SINGLE POINT POWER (NOT INCLUDING HEAT TRACE CIRCUIT), BRAZED PLATE HEAT EXCHANGER, (2) CONDENSER FANS PER MODULE, OUTDOOR FLOW SWITCH (FIELD INSTALLED), CARBON STEEL PAINTED LIFTING FRAME, ECM FAN MOTORS, AND FIVE YEAR COMPRESSOR WARRANTY. 3) SEISMICALLY ANCHOR UNIT TO HOUSEKEEPING PAD. 4) EQUIPMENT SHALL BE PROVIDED WITH A VISIBLE NAMEPLATE INDICATING THE SCCR RATING IN ACCORDANCE WITH UL REQUIREMENTS. REFER TO ELECTRICAL FOR MINIMUM SCCR RATING REQUIREMENTS. 5) PROVIDE WITH FACTORY PROVIDED SOUND ATTENUATION PACKAGE. LIMIT TOTAL DBA TO MAX 74 DBA. GAS FIRED BOILER SCHEDULE TAG LOCATION MANUFACTURER / MODEL HEATING MEDIUM DESIGN PRESSURE PSIG RELIEF VALVE PSIG CAPACITY GAL) TURNDOWN INPUT CAPACITY (MBH) OUTPUT CAPACITY (MBH) EFF AFUE HEAD LOSS (FT EWT °F LWT °F DESIGN FLOW GPM MIN FLOW GPM HYDRONICS RUNOUT IN GAS RUNOUT IN MIN GAS PRESSURE IN WC COMB INLET IN FLUE OUTLET IN ELECTRICAL DIMENSIONS (LxWxHT) (INxINxIN OPERATING WEIGHT LBS NOTES FLA AMPS) VOLTAGE/PHASE (V/O) B-01 BOILER ROOM CLEAVERBROOKS CLEARFIRE / CFC 1800 WATER 125 75 99 5:1 1,800 1,647 91.5 0.3 105 125 180 35 4 1-1/2 7 8 12 14 120/1 66x44x82 3,500 1,2 B-02 BOILER ROOM CLEAVERBROOKS CLEARFIRE / CFC 1800 WATER 125 75 99 5:1 1,800 1,647 91.5 0.3 105 125 180 35 4 1-1/2 7 8 12 14 120/1 66x44x82 3,500 1,2 NOTES: 1) PROVIDE WITH CONDENSATE NEUTRALIZATION TANK ASSEMBLY. 2) PROVIDE EACH BOILER WITH ITS OWN GAS PRESSURE REGULATOR. GAS FIRED WATER HEATER SCHEDULE TAG SYSTEM SERVED LOCATION MANUFACTURER / MODEL CAPACITY GAL) RECOVERY AT 60°F (GPH) TEMP SETTING (F) INPUT CAPACITY (MBH) EFF AFUE (% GAS RUNOUT IN MIN GAS PRESSURE IN WC MAX GAS PRESSURE IN WC CW INLET IN HW OUTLET IN COMB INLET IN VENT OUTLET IN ELECTRICAL DIMENSIONS (DIAxHT) (INxIN OPERATING WEIGHT LBS NOTES FLA AMPS) VOLTAGE/PHASE (V/O) WH-01 DOMESTIC HW BOILER ROOM AO SMITH / CYCLONE BTH-199 100 392 120 199 97 3/4 4.4 14 1-1/2 1-1/2 3 3 6.2 120/1 28x76 1,500 1, 2, 3 WH-02 KITCHEN HW BOILER ROOM AO SMITH / CYCLONE BTH-199 100 392 140 199 97 3/4 4.4 14 1-1/2 1-1/2 3 3 6.2 120/1 28x76 1,500 1, 2, 3 NOTES: 1) PROVIDE SEISMIC RESTRAINTS TO HOUSEKEEPING PAD AND WALL. 2) PROVIDE WITH CONCENTRIC VENT KIT. 3) PROVIDE WITH 4" HOUSEKEEPING PAD AND DRAIN PAN. PLUMBING FIXTURE SCHEDULE TAG FIXTURE NOTES W V CW HW AW AV NPCW NPHW P-1 WATER CLOSET 4" 2" 1-1/2" - - - - - - P-1A WATER CLOSET ADA 4" 2" 1-1/2" - - - - - - P-2 LEARNING POD SERVICE SINK 3" 2" 3/4" 3/4" - - - - - P-3A STUDENT LAVATORY - SINGLE WALL MOUNTED 2" 2" 1/2" 1/2" - - - - 1 P-313 STUDENT LAVATORY - LARGE TROUGH SINK 2" 2" 1/2" 1/2" - - - - 1 P-3C STUDENT LAVATORY - TROUGH SINK 2" 2" 1/2" 1/2" - - - - 1 P-4 STAFF LAVATORY - WALL MOUNTED 2" 2" 1/2" 1/2" - - - - 1 P-5 SERVICE SINK 3" 2" 3/4" 3/4" - - - - - P-6 CLASSROOM SINK 2" 2" 1/2" 1/2" - - - - - P-7 SINK - SINGLE COMPARTMENT 2" 2" 1/2" 1/2" - - - - - P-8 SINK - DOUBLE COMPARTMENT 2" 2" 1/2" 1/2" - - - - - P-9 SINK - SINGLE COMPARTMENT - DEEP 2" 2" 1/2" 1/2" - - - - - P-10 HEALTH SINK 2" 2" 1/2" 1/2" - - - - - P-11 DRINKING FOUNTAIN HI/LO WITH BOTTLE FILLING STATION 2" 2" 1/2" - - - - - 120V/10 P-12 INSTA-HOT 2" 2" 1/2" 1/2" - - - - 120V/10, 750W, 6.25A P-13 GARBAGE DISPOSER 2" - - - - - - - 120V/10, 1.0 HP, 10.2A P-14 DISHWASHER CONNECTION - - - 1/2" - - - - - P-15 REFRIGERATOR COLD WATER SERVICE BOX - - 1/2" - - - - - - P-16 WASHER SERVICE BOX 2" 2" 1/2" 1/2" - - - - - P-17 ICE MACHINE - - 1/2" - - - - - OWNER FURNISHED P-18 EMERGENCY EYE/FACE WASH 2" 2" 1/2" 1/2" - - - - 1,2 P-19 NOT USED - - - - - - - - - P-20 SCIENCE SINK - - - - 2" 2" 1/2" 1/2" P-21 FUME HOOD - - - - 1-1/2" 1-1/2" 1/2" 1/2" P-22 EMERGENCY SHOWER/EYE/FACE WASH 4" 2" 1-1/2" 1-1/2" - - - - 2 HB-1 EXTERIOR NONFREEZE WALL HYDRANT - - 3/4" - - - 3/4" - - HB-2 INTERIOR HOT AND COLD WALL HYDRANT - - 3/4" 3/4" - - 3/4" 3/4" - HB-3 EXTERIOR HOT AND COLD WALL HYDRANT - - 3/4" 3/4" - - 3/4" 3/4" - HB-4 EXTERIOR NONFREEZE YARD HYDRANT - - 3/4" - - - 3/4" - - TP TRAP PRIMER - - 1/2" - - - 1/2" - 120V/10, 5 AMPS FD FLOOR DRAIN 2", 3", 4" 2" - - 2", 3", 4" 2" - - 3 FFD FUNNEL FLOOR DRAIN 2", 3", 4" 2" - - 2", 3", 4" 2" - - 3 FS-1 FLOOR SINK W/O GRATE 2", 3", 4" 2" - - 2", 3", 4" 2" - - 3 FS-2 FLOOR SINK W/HALF GRATE 2", 3", 4" 2" - - 2", 3", 4" 2" - - 3 CD-1 CAN WASH DRAIN 4" 2" - - 4" 2" - - - NOTES: 1) PROVIDE WITH INDIVIDUAL FIXTURE WATER TEMPERING VALVES. 2) PROVIDE DIRECT WASTE CONNECTION FROM EYEWASH DRAIN TO SANITARY SEWER SYSTEM. EYEWASH SHALL NOT DISCHARGE ONTO FLOOR. 3) REFER TO PLUMBING DRAWINGS FOR WASTE CONNECTION SIZE. 4) REFER TO ARCHITECTURAL DRAWINGS FOR CLEARANCES AND MOUNTING HEIGHTS FOR ALL FIXTURES. ELECTRIC WATER HEATER SCHEDULE TAG SYSTEM SERVED LOCATION MANUFACTURER / MODEL CAPACITY GAL) RECOVERY AT 10OF RISE (GPH) TEMP SETTING (F CAPACITY KW CAPACITY STAGES # CW INLET IN HW OUTLET IN DIMENSIONS (DIAxHT) (INAN) OPERATING WEIGHT (LBS NOTES MOP AMPS) VOLTAGE/PHASE (V/O) EWH-01 CLASS POD MECH 304 RHEEM MARATHON MSR50245 50 18.6 120 4.5 2 3/4 3/4 25 240/1 29x48 512 1,2 EWH-02 CLASS POD MECH 504 RHEEM MARATHON MSR50245 50 18.6 120 4.5 2 3/4 3/4 25 240/1 29x48 512 1,2 EWH-03 CLASS POD MECH 206 RHEEM MARATHON MSR50245 50 18.6 120 4.5 2 3/4 3/4 25 240/1 29x48 512 1,2 EWH-04 CLASS POD MECH 406 RHEEM MARATHON MSR50245 50 18.6 120 4.5 2 3/4 3/4 25 240/1 29x48 512 1,2 EWH-05 CLASS POD MECH 606 RHEEM MARATHON MSR50245 50 18.6 120 4.5 2 3/4 3/4 25 240/1 29x48 512 1,2 EWH-06 SCIENCE HW SCI PREP 136A RHEEM MARATHON MR30230 30 12.4 120 3 1 3/4 3/4 20 208/1 22x50 325 1,2 NOTES: 1) PROVIDE SEISMIC RESTRAINTS TO HOUSEKEEPING PAD AND WALL. 2) PROVIDE WITH 4" RIGID INSULATION (MIN R-10) PAD AND DRAIN PAN. FIRE PUMP SKID SCHEDULE TAG SYSTEM LOCATION MANUFACTURER / MODEL FLOW HEAD CHURN FLUID ELECTRICAL DIMENSIONS NOTES SERVED PRESSURE (LxWxHT) MOTOR HP RPM VOLTAGE/PHASE GPM PSI PSI ENCLOSURE HP RPM V/0 INANAN FP-01 MAIN FIRE PUMP SPRINKLER RISER ROOM AURORA VERTICAL INLINE WATER TEFC 25 3,500 480/3 90x4Ox62 1, 2, 3, 4 FP-02 JOCKEY PUMP SPRINKLER RISER ROOM GOULDS MULTI -STAGE - WATER TEFC 1.5 1,750 480/3 10x9x30 1, 2, 3, 4 NOTES: 1) PUMP PACKAGE AS SUPPLIED BY TALCO FIRE SYSTEMS. 2) PROVIDE WITH METRON MP300 CONTROLLER WITH TRANSFER SWITCH, METRON M15 JOCKEY CONTROLLER. 3) JOCKEY PUMP PROVIDED INTEGRAL TO PUMP SKID. 4) PROVIDE WITH STANDARD GAUGES, AIR RELEASE, CASE RELEASE, ETC. PUMP SCHEDULE TAG SYSTEM SERVED LOCATION MANUFACTURER / MODEL FLOW (NOTE 9) GPM HEAD FT FLUID ELECTRICAL DIMENSIONS (LxWxHT) INxINxIN OPERATING WEIGHT LBS NOTES MOTOR ENCLOSURE HP HP RPM RPM VOLTAGE/PHASE V/0 PU-01 HYDRONIC WATER BOILER ROOM B&G SERIES E-1510 390 130 30% PROPYLENE GLYCOL TEFC 25 1750 480/3 49x16x24 830 2, 3, 4, 5 PU-02 HYDRONIC WATER BOILER ROOM B&G SERIES E-1510 390 130 30% PROPYLENE GLYCOL TEFC 25 1750 480/3 49x16x24 830 2, 3, 4, 5 PU-03 DOMESTIC WATER BOOSTER BOILER ROOM B&G FLOWTHERM / 70VS 70 162 WATER TEFC 5 3,500 460/3 42x42x72 1,680 3, 4, 5, 6, 7 PU-04 DOMESTIC WATER BOOSTER BOILER ROOM B&G FLOWTHERM / 70VS 70 162 WATER TEFC 5 3,500 460/3 NOTE 8 NOTE 8 3, 4, 5, 6, 7 PU-05 BOILER CIRC BOILER ROOM B&G SERIES 80 3x3x7B 180 20 30% PROPYLENE GLYCOL TEFC 2 1750 480/3 23x15x27 200 - PU-06 BOILER CIRC BOILER ROOM B&G SERIES 80 3x3x7B 180 20 30% PROPYLENE GLYCOL TEFC 2 1750 480/3 23x15x27 200 - PU-07 DOMESTIC HW CIRC BOILER ROOM B&G SERIES PL-36B 12 10 WATER TEFC 1/6 3300 120/1 - - - PU-08 KITCHEN HW CIRC BOILER ROOM B&G SERIES PL-36B 12 10 WATER TEFC 1/6 3300 120/1 - - - PU-09 AWHP CIRC BOILER ROOM B&G SERIES 80 3x3x7B 92 30 30% PROPYLENE GLYCOL TEFC 2 1750 480/3 23x15x27 200 1, 2, 4, 5 PU-10 DOMESTIC HW CIRC MECH 304 B&G SERIES PL-36B 12 10 WATER TEFC 1/6 3300 120/1 - - - PU-11 DOMESTIC HW CIRC MECH 504 B&G SERIES PL-36B 12 10 WATER TEFC 1/6 3300 120/1 - - - PU-12 DOMESTIC HW CIRC MECH 206 B&G SERIES PL-36B 12 10 WATER TEFC 1/6 3300 120/1 - - - PU-13 DOMESTIC HW CIRC MECH 406 B&G SERIES PL-36B 12 10 WATER TEFC 1/6 3300 120/1 - - - PU-14 DOMESTIC HW CIRC MECH 606 B&G SERIES PL-36B 12 10 WATER TEFC 1/6 3300 120/1 - - - PU-15 SCIENCE HW CIRC SCI PREP 136A B&G SERIES PL-36B 12 10 WATER TEFC 1/6 3300 120/1 - - - NOTES: 1) PROVIDE UNDER ADD ALT 03. 2) PROVIDE INVERTER DUTY MOTOR AND VFD. VFD BY 230900. 3) LOCATE PUMPS ON CONCRETE HOUSEKEEPING PAD. 4) EQUIPMENT SHALL BE PROVIDED WITH A VISIBLE NAMEPLATE INDICATING THE SCCR RATING IN ACCORDANCE WITH UL REQUIREMENTS. REFER TO ELECTRICAL FOR MINIMUM SCCR RATING REQUIREMENTS. 5) PROVIDE LEAD FREE MODEL. 6) PROVIDE WITH NEMA 1 UL LISTED CONTROL PANEL WITH VFD AND INTEGRAL FUSED DISCONNECT, OVERLOAD PROTECTION, MINIMUM RUN TIMERS, LOW SUCTION CUT-OFF, PROOF TIME DELAY, DOOR INTERLOCK, NO FLOW SHUTDOWN AND AUTOMATIC PUMP ALTERNATION. 7) PROVIDE WITH WESSELS FXA-300, 79 GALLON, 125 PSIG MAX DESIGN PRESSURE, ASME HYDRO -PNEUMATIC TANK (SHIPPED LOOSE FOR FIELD MOUNTING). INSTALL AT HIGHT POINT OF DOMESTIC COLD WATER PIPING SYSTEM. 8) PUMP DIMENSION AND WEIGHT INCLUDED IN PU-03. 9) SYSTEM FLOW SHALL BE 140 GPM. AUTOMATIC GLYCOL FEEDER TAG SYSTEM LOCATION MANUFACTURER / MODEL TANK MAX SYSTEM ELECTRICAL DIMENSIONS WEIGHT NOTES SERVED CAPACITY WORKING CONNECTION VOLTAGE/PHASE (DIAxHT) PRESSURE GAL PSI IN) (V/O) (INAN) (LBS AGF-01 BUILDING LOOP BOILER ROOM ARMSTRONG/GLA-S-HP-1 53 125 1/2 120/1 26x51 600 1,2 NOTES: 1) PROVIDE WITH INTEGRAL CONTROLLER AND OUTPUTS FOR MONITORING/ALARM TO EMS. 2) EQUIPMENT SHALL BE PROVIDED WITH A VISIBLE NAMEPLATE INDICATING THE SCCR RATING IN ACCORDANCE WITH UL REQUIREMENTS. REFER TO ELECTRICAL FOR MINIMUM SCCR RATING REQUIREMENTS. AIR SEPARATOR SCHEDULE TAG SYSTEM SERVED LOCATION MANUFACTURER / MODEL VOLUME GAL FLOW GPM UNIT CONN IN SYSTEM CONN IN MAX WPD FT HD) DIMENSIONS (DIAxHT) (INAN) OPERATING WEIGHT (LBS NOTES AS-01 HYDRONIC WATER BOILER ROOM SPIROTHERM / VDT-600 19.8 385 6 6 0.75 28x42 500 1,2 NOTES: 1) HANG TIGHT TO STRUCTURE WITH SPACE FOR AUTOMATIC AIR VENT. PROVIDE SEISMIC BRACING. 2) TRANSITION PIPING TO CONNECT TO UNIT. EXPANSION TANK SCHEDULE TAG SYSTEM SERVED LOCATION MANUFACTURER / MODEL VOLUME GAL ACCEPTANCE VOLUME GAL SYSTEM CONN IN DIMENSIONS (DIAxHT) INxIN OPERATING WEIGHT LBS NOTES ET-01 HYDRONIC WATER BOILER ROOM AMTROL 1200-L 317 317 1-1/2" 36x86 3,350 1, 2, 4, 5 ET-02 DOMESTIC HW BOILER ROOM AMTROL ST-30V-C 14 9 3/4" 17x20 150 3 ET-03 KITCHEN HW BOILER ROOM AMTROL ST-30V-C 14 9 3/4" 17x20 150 3 ET-04 DOMESTIC CW BOILER ROOM AMTROL ST-20V-C 8 3 3/4" 12x20 100 3 ET-05 DOMESTIC HW MECH 304 AMTROL ST-30V-C 14 9 3/4" 17x20 150 3 ET-06 DOMESTIC HW MECH 504 AMTROL ST-30V-C 14 9 3/4" 17x20 150 3 ET-07 DOMESTIC HW MECH 206 AMTROL ST-30V-C 14 9 3/4" 17x20 150 3 ET-08 DOMESTIC HW MECH 406 AMTROL ST-30V-C 14 9 3/4" 17x20 150 3 ET-09 DOMESTIC HW MECH 606 AMTROL ST-30V-C 14 9 3/4" 17x20 150 3 NOTES: 1) CHARGE TANK TO MAINTAIN MIN 4 PSI AT HIGH POINT IN SYSTEM. 2) ASME RATED TANK. 3) CHARGE TANK TO MATCH INCOMING PRESSURE AT DEVICE CONNECTION. 4) LOCATE TANK ON HOUSEKEEPING PAD AND SEISMICALLY ANCHOR TO PAD. 5) FLUID IS 30% PROPYLENE GLYCOL. mdhlum 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-41 51 OFFICE E (2"06) 441-0478 FAX 1231 NW HOYT ( SUITE 102 PtRTLAND OR 97209 (5 03) 224-4032 OFFICE (5 03) 224-0918 FAX MAHLUM ARCHITECTS INC n C C MIFTRIX E N G I N E E R S 725 POWELL AVE SW, SUITE 100 425-336-2822 RENTON, WA 98057 www.metrixeng.com U."R FIB Edmonds SCHOOL DISTRICT` Each student learning, every day! EDMONDS SCHOOL DISTRICT MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 MARK DATE DESCRIPTION ISSUE DATE: 09 JANUARY 2017 ISSUE: BUILDING PERMIT PROJECT No: 2015913.00 DRAWN BY- EO CHECKED BY: BB COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" A MECHANICAL SCHEDULES V 1 1 2 1 3 1 4 1 5 1 6 E 2 3 M 5 0 I:4 FBI C 1.9 A INDOOR AIR -HANDLING UNIT SCHEDULE TAG AREA LOCATION MANUFACTURER / MODEL MIN MAX MIN MAKEUP SUPPLY FAN RETURN/RELIEF FAN DUAL TEMPERATURE WATER COIL NOTE 13 DX COOLING COIL ELECTRICAL FILTER DIMENSIONS WEIGHT NOTES AIRFLOW MIN QTY ESP MOTOR AIRFLOW MIN QTY ESP MOTOR HEATING HEATING HEATING HEATING HEATING IAAX WATER MAX AIR COOLING COOLING COOLING COOLING MAX AIR CONTROL MCA MOP VOLTAGE SERVED CO2 OA CO2 OA OA AIR OA AIRFLOW AIRFLOW AIRFLOW AIRFLOW AIRFLOW FANS AIRFLOW FANS CAPACITY EAT LAT FLOW EWT/LWT VEL/WPD VEL/APD CAPACITY EAT (DB) EAT (WB) LAT VEL/APD RUNOUT SIZE VALVE PHASE (LxWxHT) CFM CFM CFM CFM CFM CFM # IN) (#-KW) (CFM CFM # IN) (#-KW) (MBH) (°F °F GPM °F/°F FPS/FT HD FPM/IN) (MBH) (°F °F °F FPM/IN IN TYPE AMPS) (V/O) (INA AN LBS AHU-01 ORCHESTRA 123 MECH LEVEL SILENT-AIRE / CUSTOM 70 570 - - 1,500 900 1 1.6 1-1.7 - - - - - 57.8 66 101 5.8 125/105 6/4 450/0.15 - - - - - 1" - 2.8 15 480/3 4" THICK 138x44x46 2,400 1, 2, 3, 4, 5, 7, 8, 11, 12, 13 AHU-02 BAND 121 MECH LEVEL SILENT-AIRE / CUSTOM 70 570 - - 1,500 900 1 1.6 1-1.7 - - - - - 57.8 66 101 5.8 125/105 6/4 450/0.15 - - - - - 1" - 2.8 15 480/3 4" THICK 138x44x46 2,400 1, 2, 3, 4, 5, 7, 8, 11, 12,13 AHU-03 KITCHEN 117 MECH LEVEL SILENT-AIRE / CUSTOM - - 780 1,313 1,500 1,500 1 1.6 1-1.7 1,500 - 1 1.5 1-1.6 102.3 23 85 10.2 125/105 6/4 450/0.15 - - - - - 1-1/4" - 5.8 15 480/3 4" THICK 192x44x46 3,000 1, 2, 3, 4, 5, 7, 8, 11, 12, 13 AHU-04 MUSIC 122 MECH LEVEL SILENT-AIRE / CUSTOM 65 565 - - 1,800 1,080 1 1.6 1-1.7 - - - - - 69.3 66 101 6.9 125/105 6/4 450/0.15 - - - - - 1-1/4" - 2.8 1 15 480/3 4" THICK 138x44x46 2,400 1, 2, 3, 4, 5, 7, 8, 11, 12, 13 AHU-05 COMMONS 115/SERVERY 115A MECH LEVEL SILENT-AIRE / CUSTOM 680 2,930 - - 5,800 3,480 2 1.9 2-3.3 - - - - - 223.3 63 98 22.3 125/105 6/4 450/0.15 - - - - 2" - 10.5 15 480/3 4" THICK 146x72x62 4,200 1, 2, 3, 4, 5, 7, 8, 11, 12, 13 AHU-06 HALLWAY COMMONS 100C MECH LEVEL SILENT-AIRE / CUSTOM 315 780 - - 1,900 1,140 1 1.9 1-1.7 - - - - - 73.2 61 96 7.3 125/105 6/4 450/0.15 - - - - - 1-1/4" - 2.8 15 480/3 4" THICK 138x44x46 2,400 1, 2, 3, 4, 5, 7, 8, 11, 12, 13 AHU-07 GYMNASIUM 107 MECH LEVEL SILENT-AIRE / CUSTOM 1,630 5,845 - - 11,400 6,840 4 1.7 4-3.3 - - - - - 293.9 62 85 29.4 125/105 6/4 450/0.15 - - - - - 2" - 21 25 480/3 4" THICK 152x82x82 5,400 1, 2, 3, 4, 5, 7, 8, 11, 12, 13 AHU-08 ADMIN WING MECH LEVEL SILENT-AIRE / CUSTOM - - 2,495 - 11,145 6,690 4 2.7 4-3.3 11,145 - 2 1.8 2-3.6 429.1 58 93 42.9 125/105 6/4 450/0.15 169.3 77 63 52 450/0.15 2-1/2" - 32.2 35 480/3 4" THICK 230x8Ox82 9,100 1, 2, 3, 4, 5, 6, 7, 8, 13 NOTES: 1) ALL UNITS SHALL BE PROVIDED WITH DRAINPANS UNDER DUAL TEMPERATURE COILS. 2) EQUIPMENT SHALL BE PROVIDED WITH A VISIBLE NAMEPLATE INDICATING THE SCCR RATING IN ACCORDANCE WITH UL REQUIREMENTS. REFER TO ELECTRICAL FOR MINIMUM SCCR RATING REQUIREMENTS. NOTE THAT SOME UNIT RATINGS ARE HIGHER THAN STANDARD 5kA. 3) SEE 10/M-902 FOR COIL PIPING DETAILS. 4) FANS: AIRFLOIL, CENTRIFUGAL PLENUM, DIRECT DRIVE, ECM MOTOR. 5) PROVIDE CONTROL WIRING FROM ECM FAN TO EXTERNAL J-BOX FOR ENABLE AND FAN SPEED CONTROL. 6) PROVIDE UNIT WITH DX SPLIT SYSTEM COIL. DX COIL SHALL BE FURNISHED BY SPLIT SYSTEM CONDENSING UNIT MFR TO INDOOR AHU MFR FOR FACTORY INSTALLATION. 7) FLUID IS 30% PROPYLENE GLYCOL. 8) PROVIDE WITH LED LIGHTS AND CONVENIENCE RECEPTACLE WITH SEPARATE 120V/lPH CONNECTION. 9) OSA FLOWRATE TO BE CONTROLLED BY DEMAND CONTROL VENTILATION AND CO2 SENSOR IN SPACE FROM MIN OA AIRFLOW TO MAXIMUM OF CFM. UNIT CAPABLE OF OSA ECONOMIZER. 10) OSA FLOWRATE TO BE CONTROLLED BY DEMAND CONTROL VENTILATION AND CO2 SENSOR IN SPACE FROM MIN OA AIRFLOW TO MAXIMUM OF CFM. UNIT CAPABLE OF OSA ECONOMIZER. 11) OSA FLOWRATE TO BE CONTROLLED BY EXHAUST FAN INTERLOCK FROM MIN OA AIRFLOW TO MAXIMUM OF CFM. UNIT CAPABLE OF OSA ECONOMIZER. 12) SELECT DUAL TEMPERATURE CONTROL FOR HEATING CONDITIONS. FOR SUBMITTALS, PROVIDE EQUIVALENT COOLING CAPACITY AT HEATING GPM, 78F DB/64F WB EAT AND 45F EWT. 13) PROVIDE SUPPLEMENTAL SUPPORT BASE WITH HEIGHT SAVING BRACKET FOR VIBRATION ISOLATION SPECIFIED IN SECTION 230548 WITH 1" MINIMUM CLEARANCE BELOW. INDOOR HEAT RECOVERY AIR -HANDLING UNIT SCHEDULE TAG AREA LOCATION MANUFACTURER / MODEL MIN SUPPLY FAN EXHAUST FAN DUAL TEMP WATER COIL NOTE 9 ELECTRICAL FILTER DIMENSIONS WEIGHT NOTES AIRFLOW QTY ESP MOTOR AIRFLOW QTY ESP MOTOR HEATING HEATING HEATING HEATING HEATING MAX AIR CONTROL MCA MOP VOLTAGE SERVED OA AIRFLOW FANS FANS CAPACITY EAT LAT FLOW EWT/LWT VEL/APD RUNOUT SIZE VALVE PHASE (LxWxHT) CFM CFM # IN) (#-KW) (CFM # IN) (#-KW) (MBH) (°F °F GPM °F/°F FPM/IN IN TYPE AMPS) (V/O) (INANAN LBS HRU-01 CLASSROOMS/READING MECH 129 SILENT-AIRE / CUSTOM 3,435 5,620 2 2.3 2-3.5 5,620 2 1.7 2-3.3 155 45 70 15.8 125/105 450/0.15 1-1/2" 2-WAY 18.1 25 480/3 4" THICK 222x96x106 10,200 1, 2, 3, 4, 5, 6, 7, 8, 10 HRU-02 CLASSROOMS MECH 304 SILENT-AIRE / CUSTOM 2,660 4,420 2 2.3 2-3.3 4,420 2 1.7 2-3.3 122 45 70 12.4 125/105 450/0.15 1-1/2" 2-WAY 21 25 208/3 4" THICK 222x76x104 9,000 1, 2, 3, 4, 5, 6, 7, 8, 10 HRU-03 CLASSROOMS MECH 504 SILENT-AIRE / CUSTOM 2,660 4,420 2 2.3 2-3.3 4,420 2 1.7 2-3.3 122 45 70 12.4 125/105 450/0.15 1-1/2" 2-WAY 21 25 208/3 4" THICK 222x76x104 9,000 1, 2, 3, 4, 5, 6, 7, 8, 10 HRU-04 CLASSROOMS MECH 206 SILENT-AIRE / CUSTOM 4,000 6,640 2 2.3 2-3.5 6,640 2 1.7 2-3.3 183 45 70 18.6 125/105 450/0.15 2" 2-WAY 47.6 50 208/3 4" THICK 222x96x106 10,200 1, 2, 3, 4, 5, 6, 7, 8, 10 HRU-05 CLASSROOMS MECH 406 SILENT-AIRE / CUSTOM 4,000 6,640 2 2.3 2-3.5 6,640 2 1.7 2-3.3 183 45 70 18.6 125/105 450/0.15 2" 2-WAY 47.6 50 208/3 4" THICK 222x96x106 10,200 1, 2, 3, 4, 5, 6, 7, 8, 10 HRU-06 CLASSROOMS MECH 606 SILENT-AIRE / CUSTOM 4,000 6,640 2 2.3 2-3.5 6,640 2 1.7 2-3.3 183 45 70 18.6 125/105 450/0.15 2" 2-WAY 47.6 50 208/3 4" THICK 222x96x106 10,200 1, 2, 3, 4, 5, 6, 7, 8, 10 NOTES: 1) ALL UNITS SHALL BE PROVIDED WITH DRAINPANS UNDER DUAL TEMPERATURE COILS. 2) EQUIPMENT SHALL BE PROVIDED WITH A VISIBLE NAMEPLATE INDICATING THE SCCR RATING IN ACCORDANCE WITH UL REQUIREMENTS. REFER TO ELECTRICAL FOR MINIMUM SCCR RATING REQUIREMENTS. 3) SEE 10/M-902 FOR COIL PIPING DETAILS. 4) FANS: AIRFLOIL, CENTRIFUGAL PLENUM, DIRECT DRIVE, ECM MOTOR. 5) DAMPERS: OUTSIDE AIR, EXHAUST AIR AND RECIRC DAMPERS. FACE AND BYPASS DAMPERS AT HEAT EXCHANGER. 6) PROVIDE CONTROL WIRING FROM ECM FAN TO EXTERNAL J-BOX FOR ENABLE AND FAN SPEED CONTROL. 7) FLUID IS 30% PROPYLENE GLYCOL. 8) PROVIDE WITH LED LIGHTS AND CONVENIENCE RECEPTACLE WITH SEPARATE 120V/lPH CONNECTION. 9) SELECT DUAL TEMPERATURE CONTROL FOR HEATING CONDITIONS. FOR SUBMITTALS, PROVIDE EQUIVALENT COOLING CAPACITY AT HEATING GPM, 78F DB/64F WB EAT AND 45F EWT. 10) PROVIDE FACTORY -FURNISHED SPLIT -FIT HYDRONIC COIL. INDOOR HEAT RECOVERY AIR -HANDLING UNIT SCHEDULE CONTINUED TAG AREA SERVED LOCATION HEAT RECOVERY TYPE HEAT RECOVERY EXHAUST HEAT RECOVER SUPPLY AIRFLOW CFM VEL/APD FPM/IN SUMMER WINTER AIRFLOW CFM VEL/APD FPM/IN SUMMER WINTER EAT DB °F EAT WB °F LAT DB °F LAT WB °F EAT DB °F EAT WB °F LAT DB °F LAT WB °F EAT DB °F EAT WB °F LAT DB °F LAT WB °F EAT DB °F EAT WB °F LAT DB °F LAT WB °F HRU-01 CLASSROOMS/READING MECH 129 ALUMINUM 5,620 450/0.65 74 62 80 65 70 58 46 46 5,620 450/0.65 85 67 79 64 23 19 50 37 HRU-02 CLASSROOMS MECH 304 ALUMINUM 4,420 450/0.65 74 63 80 65 70 58 46 46 4,420 450/0.65 85 67 79 64 23 19 50 37 HRU-03 CLASSROOMS MECH 504 ALUMINUM 4,420 450/0.65 74 63 80 65 70 58 46 46 4,420 450/0.65 85 67 79 64 23 19 50 37 HRU-04 CLASSROOMS MECH 206 ALUMINUM 6,640 450/0.65 74 63 80 65 70 58 46 46 6,640 450/0.65 85 67 79 64 23 19 50 37 HRU-05 CLASSROOMS MECH 406 ALUMINUM 6,640 450/0.65 74 63 80 65 70 58 46 46 6,640 450/0.65 85 67 79 64 23 19 50 37 HRU-06 CLASSROOMS MECH 606 ALUMINUM 6,640 450/0.65 74 63 80 65 70 58 46 46 6,640 450/0.65 85 67 79 64 23 19 50 37 NOTES: REFER TO INDOOR HEAT RECOVERY AIR -HANDLING UNIT SCHEDULE ABOVE FOR NOTES. SPLIT -SYSTEM DX COOLING COIL UNIT SCHEDULE TAG AREA SERVED LOCATION MANUFACTURER/MODEL INDOOR COOLING COIL OUTDOOR UNIT NOTES FLOW CFM TOTAL CAPACITY MBH) SENSIBLE CAPACITY (MBH) EAT DB/WB (°F LAT DB/WB °F VEL/APD FPM/IN OUTDOOR AIR TEMP °F EER MCA AMPS MOP AMPS VOLTAGE/ PHASE V/0 DIMENSIONS (LxWxHT) INANAN WEIGHT OUTDOOR LBS CC-01/CU-01 ADMIN MECH LEVEL / ROOF DAIK►N RCS-025-D NOTE 2 85 10.0 51.6 60.0 480/3 99x58x56 2,230 1 NOTES: 1) EFFICIENCIES ARE IN ACCORDANCE WITH AHRI STANDARD 210/240. 2) SEE AHU SCHEDULE FOR PERFORMANCE DATA AND SPEC SECTION 237232 FOR SPECIFICATIONS. COIL SHALL BE FURNISHED BY SPLIT -SYSTEM CONDENSING UNIT MANUFACTURER. SHIP COIL TO AHU MANUFACTURER FOR FACTORY INSTALLATION. FAN COIL UNIT SCHEDULE TAG AREA SERVED LOCATION MANUFACTURER/MODEL FAN OUTSIDE AIR FLOW CFM ELECTRIC HEATING COIL ELECTRICAL FILTER # - WXHxD DIMENSIONS (LxWxHT) INANAN WEIGHT LBS NOTES FLOW CFM ESP IN WC FAN SPEED RPM MOTOR HP VOLTAGE/ PHASE V/0 TOTAL CAPACITY KW EAT °F LAT °F VOLTAGE/ PHASE V/0 MCA AMPS MOP AMPS VOLTAGE/ PHASE V/0 FCU-01 PRACTICE MECH MEZZ NAILOR 35FHE 750 0.35 1220 1.1 208/1 290 60 85 208/1 208/1 66x36x20 350 1,2 FCU-02 CUSTODIAL/MUSIC OFFICE MECH MEZZ NAILOR 35FHE 750 0.5 1220 1.1 208/1 360 60 85 208/1 208/1 66x36x20 350 1,2 FCU-03 GYM OFFICE INST STOR 124 NAILOR 35FHE 350 0.35 1220 1.1 208/1 200 5.3 60 85 208/1 36 40 208/1 66x36x20 350 1,2 NOTES: 1) PROVIDE WITH ECM MOTOR. 2) PROVIDE WITH FACTORY PROVIDED MIXING BOX ACID NEUTRALIZATION TANK TAG AREA SERVED LOCATION MANUFACTURER / MODEL CAPACITY (GAL) DIMENSIONS (IN DIA. X IN) NOTES NT-01 LC (M SCI) 136 IN GROUND ORION STYLE 5 200 36x53 1 NOTES: 1) PROVIDE WITH HEAVY PEDESTRIAN DUTY COVER AND TANK ANCHOR FLANGE. mdhlum 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-41 51 OFFICE E (2"06) 441-0478 FAX 1231 NW HOYT ( SUITE 102 PtRTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC n C : MIFTRIX E N G I N E E R S 725 POWELL AVE SW, SUITE 100 425-336-2822 RENTON, WA 98057 www.metrixeng.com FIB Edmonds SCHOOL DISTRICT` Each student learning, every day! EDMONDS SCHOOL DISTRICT MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 MARK DATE DESCRIPTION ISSUE DATE: 09 JANUARY 2017 ISSUE: BUILDING PERMIT PROJECT No: 2015913.00 DRAWN BY- EO CHECKED BY: BB COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" A MECHANICAL SCHEDULES V 1 1 2 1 3 1 4 1 5 1 6 i 2 3 5 0 I:4 FBI M. 0 EXHAUST FAN SCHEDULE TAG AREA SERVED LOCATION MANUFACTURER / MODEL FAN MOTOR DRIVE TYPE DIMENSIONS (LxWxHT) (INxINxIN WEIGHT LBS NOTES FLOW CFM ESP IN WC SPEED RPM POWER HP SPEED RPM) VOLTAGE/PHASE (V/O) EF-01 TYPE 11 KITCHEN HOOD ROOF GREENHECK / CUE-141HP-VG 788 1.3 1593 1/2 1725 120/1 DIRECT 30DIAx32 110 1, 3, 5 EF-02 DISHWASHER ROOF GREENHECK / CUE-099-VG 525 0.75 1419 1/4 1725 120/1 DIRECT 25DIAx30 60 1, 4, 5 EF-03 CUST/RECEIVING 126 CEILING GREENHECK / SQ-90-VG 300 0.5 1527 1/10 1725 120/1 DIRECT 19x15x15 60 1,5 EF-04 ACTIVITIES TOILET 116 MECH MEZZ GREENHECK / SQ-140-VG 1630 1 1397 3/4 1725 120/1 DIRECT 25x23x23 100 1,5 EF-05 LC (M SCI) 136 CEILING GREENHECK / CUE-121-VG 1200 0.6 1330 1/4 1725 120/1 DIRECT 25DIAx30 60 1,5 EF-06 FUME HOOD EXH ROOF GREENHECK / CUE-121-VG 1100 0.7 1378 1/4 1725 120/1 DIRECT 25DIAx30 60 1,5 EF-07 BOILER/MECH 125 CEILING GREENHECK / SQ-120-VG 1000 0.6 1281 1/2 1725 120/1 DIRECT 24x19x19 70 1, 2, 5 EF-08 ELEC 128 CEILING GREENHECK / G-099-VG 800 0.6 1500 1/4 1725 120/1 DIRECT 25DIAx26 50 1, 2, 5 EF-09 KILN CUST 126 ENVIROVENT 2 140 - - 1.4 AMPS - 120/1 - - - 5,6 EF-10 TOILET 113A CEILING GREENHECK / SQ-97-VG 150 1 0.6 1501 1/4 1725 120/1 DIRECT 24x15x15 60 1,5 EF-11 NORTH ADMIN TLTS/HEALTH ROOM ROOF GREENHECK / G-143-VG 1450 1 1331 1 1725 120/1 DIRECT 29DIAx26 80 1,5 EF-12 SOUTH ADMIN TLTS ROOF GREENHECK / G-98-VG 450 0.6 1383 1/4 1725 120/1 DIRECT 25DIAx26 50 1,5 EF-13 MECH 304 CUST CLOSET ROOF GREENHECK / G-097-VG 150 0.6 1324 1/4 1725 120/1 DIRECT 25DIAx26 50 1,5 EF-14 MECH 504 CUST CLOSET ROOF GREENHECK / G-097-VG 150 0.6 1324 1/4 1725 120/1 DIRECT 25DIAx26 50 1,5 EF-15 MECH 206 CUST CLOSET ROOF GREENHECK / G-097-VG 150 0.6 1324 1/4 1725 120/1 DIRECT 25DIAx26 50 1,5 EF-16 MECH 406 CUST CLOSET ROOF GREENHECK / G-097-VG 150 0.6 1324 1/4 1725 120/1 DIRECT 25DIAx26 50 1,5 EF-17 MECH 606 CUST CLOSET ROOF GREENHECK / G-097-VG 150 0.6 1324 1/4 1725 120/1 DIRECT 25DIAx26 50 1,5 NOTES: 1) PROVIDE WITH ECM MOTOR. 2) CONTROL FAN WITH REVERSE ACTING T'STAT. 3) DIVISION 26 SHALL INTERLOCK FAN OPERATION THROUGH KITCHEN HOOD PANEL. 4) DIVISION 26 SHALL PROVIDE WALL SWITCH AMD WIRING NEAR DISHWASHER FOR ON/OFF OPERATION. 5) EQUIPMENT SHALL BE PROVIDED WITH A VISIBLE NAMEPLATE INDICATING THE SCCR RATING IN ACCORDANCE WITH UL REQUIREMENTS. REFER TO ELECTRICAL FOR MINIMUM SCCR RATING REQUIREMENTS. 6) PROVIDE INTERLOCK WITH FAN TO KILN WITH ENVIROLINK. DIFFUSER, REGISTER, AND GRILLE SCHEDULE TAG MANUFACTURER / MODEL TYPE MATERIAL FINISH FACE FACE DUCT MOUNTING PATTERN DAMPERS ACCESSORIES NOTES NOTE 14 STYLE SIZE INLET A TITUS TMSA SQUARE CEILING DIFFUSER ST WHITE - NOTE 1 NOTE 3 NOTE 4 ADJ NONE - - B PRICE DF1W DISPLACEMENT SUPPLY GRILLE AL NOTE 8 - NOTE 13 20x12 NOTE 4 - NONE - NOTE 7 C TITUS TDCA LOUVER FACE DIFFUSER ST WHITE - NOTE 2 NOTE 3 NOTE 4 ADJ NONE - - D TITUS DL DRUM LOUVER AL WHITE - NOTE 2 NOTE 3 SURFACE/DUCT - NONE - - E TITUS 50F EGGCRATE GRILLE AL WHITE - NOTE 2 NOTE 3 NOTE 4 - NONE - - H TITUS 33RL HEAVY DUTY RETURN GRILLE ST NOTE 8 - NOTE 2 NOTE 3 NOTE 4 - NONE - - K TITUS FL-20 2 SLOT LINEAR SLOT DIFFUSER AL NOTE 6 - - - NOTE 5 FA NONE P - L NOTE 9 LOUVER AL NOTE 10 - - NOTE 11 NOTE 12 - - - - S TITUS 300FL SUPPLY GRILLE ST NOTE 8 - NOTE 2 NOTE 3 NOTE 4 FA NONE - - R TITUS 350FL RETURN GRILLE ST NOTE 8 - NOTE 2 NOTE 3 NOTE 4 - NONE - - NOTES: 1) SEE DRAWINGS FOR FACE SIZE (24x24 OR 12x12). PROVIDE 2424 FOR LAY IN CEILINGS. 2) FACE SIZE DETERMINED FROM DUCT INLET SIZE. 3) SEE AIR DEVICE TAG FOR DUCT INLET SIZE. 4) COORDINATE BORDER TYPE (SURFACE MOUNT, SNAP IN, LAY -IN, SPLINE, DROPPED FACE, AND BEVELED DROP FACE) WITH ARCHITECTURAL CEILING PLANS. 5) COORDINATE BORDER TYPE WITH ARCHITECTURAL CEILING DETAILS. 6) PROVIDE BLACK FOR FACE AND SHELL, BLACK PATTERN CONTROLLER, AND WHITE TEES. 7) PROVIDE GRILLE WITH CUSTOM DF1 PLENUM BOX AND DF1W FACE. 8) PROVIDE COLOR PER ARCHITECT. 9) PROVIDED BY OTHERS. 10) PROVIDED KYNAR FINISH, COLOR PER ARCHITECT. 11) DUCT SIZE SHALL MATCH LOUVER SIZE UNLESS OTHERWISE NOTED. 12) SEE DETAIL FOR MOUNTING REQUIREMENTS. 13) SEE CALLOUT ON DWGS. 14) PROVIDE ALUMINUM DIFFUSERS, REGISTERS AND GRILLES IN KITCHENS, LOCKER ROOMS, ROOMS CONTAINING SHOWERS AND OTHER AREAS SUBJECT TO MOISTURE. ABBREVIATIONS: ST = STEEL, AL = ALUMINUM, BE = BAKED ENAMEL, AA = ANODIZED ALUMINUM, FA = FULLY ADJUSTABLE, TP = TWO POSITION, OPD = OPPOSED BLADE DAMPERS, ADJ = ADJUSTABLE, BA = BAKED ACRYLIC, BO = BLANK OFF, DB = DIRECTIONAL BLADES, AND P = PLENUM. FLEXIBLE DIFFUSION OUTLETS SCHEDULE TAG MANUFACTURER / MODEL LOCATION DIAMETER (IN) LENGTH (FT) PRESSURE DROP (IN WG) DISPERSION TYPE SUSPENSION TYPE OPENING CLOCK POSITIONS NOTES T FABRIC AIR COMB[ 70 GYM 32 64 0.48 ORIFLOW TYPE 8 ALL -IN -ONE 1 U FABRIC AIR COMB[ 70 GYM 32 60 0.48 ORIFLOW I TYPE 8 ALL -IN -ONE 1 NOTES: 1) PROVIDE COLOR BY ARCHITECT. UNIT HEATER SCHEDULE TAG AREA SERVED MANUFACTURER / MODEL FAN AIRFLOW CFM ELECTRIC HEATING AIR DISCHARGE DIMENSIONS (LxWxHT) INxINAN) WEIGHT LBS NOTES CAPACITY KW VOLTAGE/PHASE Vlf7J MCA AMPS UH-01 BOILER/MECH 125 QMARK MUH 05-41 350 5 480/3 6 HORIZONTAL 14x7x16 30 1,3 UH-02 HALLWAY MUSIC 120 QMARK EFF48483 150 4.8 480/3 5.8 VERTICAL 19x14x4 40 1,2 UH-03 GYM VESTIBULE 112 QMARK EFF48483 150 4.8 480/3 5.8 VERTICAL 19x14x4 40 1,2 UH-04 HALLWAY CUST 130 QMARK EFF48483 150 4.8 480/3 5.8 VERTICAL 19x14x4 40 1,2 UH-05 MECH 129 QMARK MUH 05-41 350 5 480/3 6 HORIZONTAL 14x7x16 30 1,3 UH-06 HALLWAY LIBRARY 140 QMARK EFF48483 150 4.8 480/3 5.8 VERTICAL 19x14x4 40 1,2 UH-07 MECH 304 QMARK MUH 05-81 350 5 208/3 24 VERTICAL 14x7x16 30 1,3 UH-08 MECH 504 QMARK MUH 05-81 350 5 208/3 24 VERTICAL 14x7x16 30 1,3 UH-09 MECH 206 QMARK MUH 05-81 350 5 208/3 24 VERTICAL 14x7x16 30 1,3 UH-10 MECH 406 QMARK MUH 05-81 350 5 208/3 24 VERTICAL 14x7x16 30 1,3 UH-11 MECH 606 QMARK MUH 05-81 350 5 208/3 24 VERTICAL 14x7x16 30 1,3 UH-12 VESTIBULE COMMONS 10OF QMARK EFF48483 150 4.8 480/3 5.8 VERTICAL 19x14x4 40 1,2 UH-13 SECURITY ENTRANCE 100 QMARK EFF48483 150 4.8 480/3 5.8 VERTICAL 19x14x4 40 1,2 UH-14 TOILET 105 QMARK EFF48483 150 4.8 480/3 5.8 VERTICAL 19x14x4 40 1,2 UH-15 TOILET 106 QMARK EFF48483 150 4.8 480/3 5.8 VERTICAL 19x14x4 40 1,2 NOTES: 1) PROVIDE WITH WALL -MOUNTED ROOM THERMOSTAT, DISCONNECT SWITCH AND BUILT IN CONTACTOR FOR LOW VOLTAGE CONTROL. COORDINATE CONTROLS OPTIONS WITH DIVISION 230900 CONTRACTOR. DIVISION 230900 CONTRACTOR SHALL BE ABLE TO ENABLE AND DISABLE HEAT AND FAN. 2) CEILING HEATER TO FIT IN T-BAR CEILING. PROVIDE WITH EFFTBF T-BAR FRAME KIT. 3) PROVIDE WITH MOUNTING BRACKET AND FAN GUARD. ROOF HOOD SCHEDULE TAG AREA SERVED LOCATION ON ROOF ABV MANUFACTURER / MODEL OUTSIDE AIRFLOW CFM) EXHAUST/ RELIEF AIRFLOW (CFM) THROAT SIZE (IN) THROAT VELOCITY (FPM) APD (IN DIMENSIONS (LxWxHT) INxINxIN WEIGHT LBS NOTES RFH-01 MECH MEZZ MECH MEZZ GREENHECK FGR - 3,130 36x42 298 0.01 60x5Ox24 150 1 RFH-02 ORCH 123 ORCH 123 GREENHECK FGR - 1,800 24x36 300 0.01 48x36x24 110 1 RFH-03 BAND 121 BAND 121 GREENHECK FGR - 1,800 24x36 300 0.01 48x36x24 110 1 RFH-04 MUSIC 122 MUSIC 122 GREENHECK FGR - 1,800 24x36 300 0.01 48x36x24 110 1 RFH-05 GYM GYM GREENHECK FGR - 2,850 36x42 271 0.01 60x50x24 150 1 RFH-06 GYM GYM GREENHECK FGR - 2,850 36x42 271 0.01 60x50x24 150 1 RFH-07 GYM GYM GREENHECK FGR - 2,850 36x42 271 0.01 60x50x24 150 1 RFH-08 GYM GYM GREENHECK FGR - 2,850 36x42 271 0.01 60x50x24 150 1 RFH-09 COMMONS COMMONS GREENHECK FGR - 3,850 42x48 275 0.01 72x56x30 190 1 RFH-10 COMMONS COMMONS GREENHECK FGR - 3,850 42x48 275 0.01 72x56x30 190 1 RFH-11 MECH 134J MECH 134J GREENHECK FGI 5,620 - 54x48 312 0.01 96x81x40 360 1 RFH-12 MECH 134J MECH 134J GREENHECK FGR - 5,620 54x48 312 0.01 96x81x40 360 1 RADIANT FLOOR SCHEDULE TAG AREA SERVED ROOM NUMBER HEATED AREA SF TOTAL CAPACITY BTUH CAPACITY PER SF BTUH/SF SURFACE TEMP F LOOP PIPE OC SPACING IN EWT F LWT F TOTAL FLOW GPM MAX WPD FT HD CONTROL VALVE TYPE MANIFOLD SIZE IN NOTES RF-101 PARENT ROOM 132 470 9,400 20.0 82 6 125 105 1.0 6 2-WAY 1 1, 2, 3, 4 RF-102 MIT OFFICE 132B 135 2,700 20.0 82 6 125 105 0.3 6 2-WAY 1 1, 2, 3, 4 RF-103 LC (DHH) 134 940 18,800 20.0 82 6 125 105 1.9 6 2-WAY 1 1, 2, 3, 4 RF-104 SMALL GROUP 134A 93 1,860 20.0 82 6 125 105 0.2 6 2-WAY 1 1, 2, 3, 4 RF-105 SCI PREP 136A 176 3,520 20.0 82 6 125 105 0.4 6 2-WAY 1 1, 2, 3, 4 RF-106 LC (M SCI) 136 1,166 23,320 20.0 82 6 125 105 2.4 6 2-WAY 1 1, 2, 3, 4 RF-107 GREEN ROOM 131 C 125 2,500 20.0 82 6 125 105 0.3 6 2-WAY 1 1, 2, 3, 4 RF-108 LIBRARY 131 2,315 46,300 20.0 82 6 125 105 4.7 6 2-WAY 1 1, 2, 3, 5 RF-109 SMALL GROUP 131A 94 1,880 20.0 82 6 125 105 0.2 6 2-WAY 1 1, 2, 3, 5 11.3 RF-110 LC (L) 305A 1,100 22,000 20.0 82 6 125 105 2.2 6 2-WAY 1 1, 2, 3, 4 RF-111 LC (L) 305B 1,100 22,000 20.0 82 6 125 105 2.2 6 2-WAY 1 1, 2, 3, 4 RF-112 LC (P) 301A 1,100 22,000 20.0 82 6 125 105 2.2 6 2-WAY 1 1, 2, 3, 4 RF-113 LC (P) 301B 1,100 22,000 20.0 82 6 125 105 2.2 6 2-WAY 1 1, 2, 3, 4 9.0 RF-114 LC (L) 505A 1,100 22,000 20.0 82 6 125 105 2.2 6 2-WAY 1 1, 2, 3, 4 RF-115 LC (L) 5056 1,100 22,000 20.0 82 6 125 105 2.2 6 2-WAY 1 1, 2, 3, 4 RF-116 LC (P) 501A 1,100 22,000 20.0 82 6 125 105 2.2 6 2-WAY 1 1, 2, 3, 4 RF-117 LC (P) 501 B 1,100 22,000 20.0 82 6 125 105 2.2 6 2-WAY 1 1, 2, 3, 4 9.0 RF-118 LC (M) 201 993 19,860 20.0 82 6 125 105 2.0 6 2-WAY 1 1, 2, 3, 4 RF-119 LC (M) 202 993 19,860 20.0 82 6 125 105 2.0 6 2-WAY 1 1, 2, 3, 4 RF-120 LC SMALL 201 A 97 1,940 20.0 82 6 125 105 0.2 6 2-WAY 1 1, 2, 3, 4 RF-121 LC SMALL 201 B 97 1,940 20.0 82 6 125 105 0.2 6 2-WAY 1 1, 2, 3, 4 RF-122 LC (DHH PK/K) 204 918 18,360 20.0 82 6 125 105 1.9 6 2-WAY 1 1, 2, 3, 4 RF-123 LC (K) 203 918 18,360 20.0 82 6 125 105 1.9 6 2-WAY 1 1, 2, 3, 4 RF-124 SMALL GROUP 203A 86 1,720 20.0 82 6 125 105 0.2 6 2-WAY 1 1, 2, 3, 4 RF-125 SMALL GROUP 204B 86 1,720 20.0 82 6 125 105 0.2 6 2-WAY 1 1, 2, 3, 4 RF-126 LC (K) 207 1,006 20,120 20.0 82 6 125 105 2.1 6 2-WAY 1 1, 2, 3, 4 RF-127 LC (K) 208 1,006 20,120 20.0 82 6 125 105 2.1 6 2-WAY 1 1, 2, 3, 4 RF-128 SMALL GROUP 207A 84 1,680 20.0 82 6 125 105 0.2 6 2-WAY 1 1, 2, 3, 4 RF-129 SMALL GROUP 207B 84 1,680 20.0 82 6 125 105 0.2 6 2-WAY 1 1, 2, 3, 4 8.5 RF-130 LC (DHH) 401 994 19,880 20.0 82 6 125 105 2.0 6 2-WAY 1 1, 2, 3, 4 RF-131 LC (DHH) 402 994 19,880 20.0 82 6 125 105 2.0 6 2-WAY 1 1, 2, 3, 4 RF-132 LC SMALL 401 A 97 1,940 20.0 82 6 125 105 0.2 6 2-WAY 1 1, 2, 3, 4 RF-133 LC SMALL 401 B 97 1,940 20.0 82 6 125 105 0.2 6 2-WAY 1 1, 2, 3, 4 RF-134 LC (P) 403A 1,100 22,000 20.0 82 6 125 105 2.2 6 2-WAY 1 1, 2, 3, 4 RF-135 LC (P) 403B 1,100 22,000 20.0 82 6 125 105 2.2 6 2-WAY 1 1, 2, 3, 4 RF-136 LC (L) 407A 1,100 22,000 20.0 82 6 125 105 2.2 6 2-WAY 1 1, 2, 3, 4 RF-137 LC (L) 407B 1,100 22,000 20.0 82 6 125 105 2.2 6 2-WAY 1 1, 2, 3, 4 13.4 RF-138 LC (M) 601 994 19,880 20.0 82 6 125 105 2.0 6 2-WAY 1 1, 2, 3, 4 RF-139 LC (M) 602 994 19,880 20.0 82 6 125 105 2.0 6 2-WAY 1 1, 2, 3, 4 RF-140 LC SMALL 601 A 97 1,940 20.0 82 6 125 105 0.2 6 2-WAY 1 1, 2, 3, 4 RF-141 LC SMALL 601 B 97 1,940 20.0 82 6 125 105 0.2 6 2-WAY 1 1, 2, 3, 4 RF-142 LC (P) 603A 1,100 22,000 20.0 82 6 125 105 2.2 6 2-WAY 1 1, 2, 3, 4 RF-143 LC (P) 603B 1,100 22,000 20.0 82 6 125 105 2.2 6 2-WAY 1 1, 2, 3, 4 RF-144 LC (L) 607A 1,100 22,000 20.0 82 6 125 105 2.2 6 2-WAY 1 1, 2, 3, 4 RF-145 LC (L) 607B 1,100 22,000 20.0 82 6 125 105 2.2 6 2-WAY 1 1, 2, 3, 4 13.4 NOTES: 1) PROVIDE REQUIRED NUMBER OF LOOPS AND PIPE SIZE TO ACHIEVE CAPACITY AND MAX WPD. COORDINATE LAYOUTS WITH SUPPLYING VENDOR AND INCLUDE IN PRODUCT SUBMITTALS FOR ARCH/ENGINEER APPROVAL. 2) PROVIDE REQUIRED NUMBER OF MANIFOLDS AND MANIFOLD SIZES TO ACHIEVE CAPACITY AND MAX WPD. 3) PROVIDE ONE MANIFOLD CABINET AND HYDRONIC CONTROL VALVE PER ZONE. 4) FLUID IS 30% PROPYLENE GLYCOL. SPLIT -SYSTEM AIR -CONDITIONER SCHEDULE TAG LOCATION MANUFACTURER/MODEL FAN COOLING FILTER (# - WxHxD) DIMENSIONS (LxWxHT) (INxINxIN) WEIGHT (LBS) NOTES FLOW (CFM) ESP PHASE (IN WC) CAPACITY (MBH) SEER MCA (AMPS) MOP (AMPS) VOLTAGE/ PHASE (V/O) SAC-01 MDF 133B MITSUBISHI PKA 425 0.25 24 15.3 1 15 208/1 - 36x10x12 30 1, 2, 3, 4, 5 SCU-01 ROOF MITSUBISHI PUY - - - - 13 20 208/1 - 32x14x24 100 2 SAC-02A IDF 303A MITSUBISHI PKFY 425 0.25 18 15.3 1 15 208/1 - 36x10x12 30 1, 2, 3, 4, 5 SAC-02B ELEC 303 MITSUBISHI PKFY 425 0.25 12 15.3 1 15 208/1 - 36x10x12 30 1, 2, 3, 4, 5 SCU-02 ROOF MITSUBISHI PUMY - - 36 21 31 44 208/1 - 32x14x24 100 2 SAC-03A IDF 503A MITSUBISHI PKFY 425 0.25 18 15.3 1 15 208/1 - 36x10x12 30 1, 2, 3, 4, 5 SAC-03B ELEC 503 MITSUBISHI PKFY 425 0.25 12 15.3 1 15 208/1 - 36x10x12 30 1, 2, 3, 4, 5 SCU-03 ROOF MITSUBISHI PUMY - - 36 21 31 44 208/1 - 32x14x24 100 2 SAC-04A OF 205A MITSUBISHI PKFY 425 0.25 18 15.3 1 15 208/1 - 36x10x12 30 1, 2, 3, 4, 5 SAC-04B ELEC 205 MITSUBISHI PKFY 425 0.25 12 15.3 1 15 208/1 - 36x10x12 30 1, 2, 3, 4, 5 SCU-04 ROOF MITSUBISHI PUMY - - 36 21 31 44 208/1 - 32x14x24 100 2 SAC-05A OF 405A MITSUBISHI PKFY 425 0.25 18 15.3 1 15 208/1 - 36x10x12 30 1, 2, 3, 4, 5 SAC-05B ELEC 405 MITSUBISHI PKFY 425 0.25 12 15.3 1 15 208/1 - 36x10x12 30 1, 2, 3, 4, 5 SCU-05 ROOF MITSUBISHI PUMY - - 36 21 31 44 208/1 - 32x14x24 100 2 SAC-06A OF 605A MITSUBISHI PKFY 425 0.25 18 15.3 1 15 208/1 - 36x10x12 30 1, 2, 3, 4, 5 SAC-06B ELEC 605 MITSUBISHI PKFY 425 0.25 12 15.3 1 15 208/1 - 36x10x12 30 1, 2, 3, 4, 5 SCU-06 ROOF MITSUBISHI PUMY - - 36 21 31 44 208/1 - 32x14x24 100 2 SAC-07 OF 101F MITSUBISHI PKA 425 0.25 18 15.3 1 15 208/1 - 36x10x12 30 1, 2, 3, 4, 5 SCU-07 ROOF MITSUBISHI PUY - - - - 13 20 208/1 - 32x14x24 100 2 NOTES: 1) EFFICIENCIES ARE IN ACCORDANCE WITH AHRI STANDARD 210/240. 2) PROVIDE WITH WIRED REMOTE CONTROLLER. PROVIDE CONTROL/POWER WIRES AND REFRIGERANT PIPING FROM CONDENSING UNIT TO AC UNIT PER MANUFACTURRS RECOMMENDATIONS. 3) PROVIDE W/ INTEGRAL T'STAT. 4) SECTION 230900 TO PROVIDE ADDITIONAL T'STAT FOR MONITORING/ALARM. 5) PROVIDE UNIT WITH CONDENSATE PUMP. MR 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-41 51 OFFICE E (2"06) 441-0478 FAX n C C 1231 NW HOYT ( SUITE 102 PtRTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC MIFTRIX E N G I N E E R S 725 POWELL AVE SW, SUITE 100 425-336-2822 RENTON, WA 98057 www.metrixeng.com fEdl I I o in ds SCHOOL sfddi-ht SCHOOL DISTRICT MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 MARK DATE DESCRIPTION ISSUE DATE: 09 JANUARY 2017 ISSUE: BUILDING PERMIT PROJECT No: 2015913.00 DRAWN BY- EO CHECKED BY: BB COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" A MECHANICAL SCHEDULES ll60=1 1) PROVIDE WITH 18" MINIMUM ROOF CURB AND FACTORY APPLIED BAKED ENAMEL FINISH. COLOR AS SELECTED BY ARCHITECT. a 1 2 3 il 5 1.1 �11111F, E 2 3 M 5 0 I:4 FBI C M. A SINGLE -DUCT AIR TERMINAL UNIT SCHEDULE TAG AREA SERVED ROOM NUMBER SERVED BY LOCATION MANUFACTURER / MODEL PRIMARY AIRFLOW MAX CFM) PRIMARY AIRFLOW MIN (CFM) MIN OA (CFM) INLET PRESSURE (IN WC PRESSURE DROP IN WC INLET SIZE IN) OUTLET DUCT (INAN) HEATING WATER COIL DIMENSIONS (LxWxHT) (INxINxIN) INxINxIN NOTES TOTAL CAPACITY (MBH) EAT (°F LAT °F MAX AIR VEL/APD FPM/IN EWT °F LWT °F FLOW MAX GPM WATER VEL/WPD FPS/FT HD HWS/R RUNOUT SIZE IN CONTROL VALVE TYPE VAV-101 PARENT ROOM 132 HRU-01 CEILING NAILOR 30RW-9 480 350 350 0.8 0.3 9" 14x12.5 7.9 60 75 450/0.2 125 105 0.8 6/2 3/4" - 26x14x12.5 1, 2, 3, 4, 5 VAV-102 MIT OFFICE 132B HRU-01 CEILING NAILOR 30RW-5 140 85 30 0.8 0.3 5" 12x8 2.3 60 75 450/0.2 125 105 0.2 6/2 3/4" - 26x10x10 1, 2, 3, 5 VAV-103 LC (DHH) 134 HRU-01 CEILING NAILOR 30RW-12 1,000 600 310 0.8 0.3 12" 16x15 16.5 60 75 450/0.2 125 105 1.7 6/2 3/4" - 26x18x12.5 1, 2, 3, 5 VAV-104 SMALL GROUP 134A HRU-01 CEILING NAILOR 30RW-5 105 60 60 0.8 0.3 5" 12x8 1.7 60 75 450/0.2 125 105 0.2 6/2 3/4" - 26x10x10 1, 2, 3, 4, 5 VAV-105 SC► PREP 136A HRU-01 CEILING NAILOR 30RW-6 200 120 65 0.8 0.3 6" 12x8 3.3 60 75 450/0.2 125 105 0.3 6/2 3/4" - 26x10x10 1, 2, 3, 4, 5 VAV-106 LC (M SCI) 136 HRU-01 CEILING NAILOR 30RW-12 1,165 700 390 0.8 0.3 12" 16x15 19.2 60 75 450/0.2 125 105 2.0 6/2 3/4" - 26x18x12.5 1, 2, 3, 5 VAV-107 GREEN ROOM 131C HRU-01 CEILING NAILOR 30RW-5 115 70 25 0.8 0.3 5" 12x8 1.9 60 75 450/0.2 125 105 0.2 6/2 3/4" - 26x10x10 1, 2, 3, 5 VAV-108 LIBRARY 131 HRU-01 CEILING NAILOR 30RW-24X16 2,315 1,390 515 0.8 0.3 24x16 38x18 38.2 60 75 450/0.2 125 105 3.9 6/2 1" - 26x38x18 1, 2, 3, 5 VAV-109 SMALL GROUP 131A HRU-01 CEILING NAILOR 30RW-5 100 60 60 0.8 0.3 5" 12x8 1.7 60 75 450/0.2 125 105 0.2 6/2 3/4" - 26x10x10 1, 2, 3, 4, 5 9.3 VAV-110 LC (L) 305A HRU-02 CEILING NAILOR 30RW-12 1,105 665 360 0.8 0.3 12" 16x15 18.2 60 75 450/0.2 125 105 1.9 6/2 3/4" - 26x18x12.5 1, 2, 3, 4, 5 VAV-111 LC (L) 305B HRU-02 CEILING NAILOR 30RW-12 1,105 665 360 0.8 0.3 12" 16x15 18.2 60 75 450/0.2 125 105 1.9 6/2 3/4" - 26x18x12.5 1, 2, 3, 4, 5 VAV-112 LC (P) 301A HRU-02 CEILING NAILOR 30RW-12 1,105 665 360 0.8 0.3 12" 16x15 18.2 60 75 450/0.2 125 105 1.9 6/2 3/4" - 26x18x12.5 1, 2, 3, 4, 5 VAV-113 LC (P) 301B HRU-02 CEILING NAILOR 30RW-12 1,105 665 360 0.8 0.3 12" 16x15 18.2 60 75 450/0.2 125 105 1.9 6/2 3/4" - 26x18x12.5 1, 2, 3, 4, 5 7.4 VAV-114 LC (L) 505A HRU-03 CEILING NAILOR 30RW-12 1,105 665 360 0.8 0.3 12" 16x15 18.2 60 75 450/0.2 125 105 1.9 6/2 3/4" - 26x18x12.5 1, 2, 3, 4, 5 VAV-115 LC (L) 505B HRU-03 CEILING NAILOR 30RW-12 1,105 665 360 0.8 0.3 12" 16x15 18.2 60 75 450/0.2 125 105 1.9 6/2 3/4" - 26x18x12.5 1, 2, 3, 4, 5 VAV-116 LC (P) 501A HRU-03 CEILING NAILOR 30RW-12 1,105 665 360 0.8 0.3 12" 16x15 18.2 60 75 450/0.2 125 105 1.9 6/2 3/4" - 26x18x12.5 1, 2, 3, 4, 5 VAV-117 LC (P) 501B HRU-03 CEILING NAILOR 30RW-12 1,105 665 360 0.8 0.3 12" 16x15 18.2 60 75 450/0.2 125 105 1.9 6/2 3/4" - 26x18x12.5 1, 2, 3, 4, 5 7.4 VAV-118 LC (M) 201 HRU-04 CEILING NAILOR 30RW-12 1,005 605 310 0.8 0.3 12" 16x15 16.6 60 75 450/0.2 125 105 1.7 6/2 3/4" - 26x18x12.5 1, 2, 3, 4, 5 VAV-119 LC (M) 202 HRU-04 CEILING NAILOR 30RW-12 1,005 605 310 0.8 0.3 12" 16x15 16.6 60 75 450/0.2 125 105 1.7 6/2 3/4" - 26x18x12.5 1, 2, 3, 4, 5 VAV-120 LC SMALL 201A HRU-04 CEILING NAILOR 30RW-5 105 65 65 0.8 0.3 5" 12x8 1.7 60 75 450/0.2 125 105 0.2 6/2 3/4" - 26x10x10 1, 2, 3, 4, 5 VAV-121 LC SMALL 201E HRU-04 CEILING NAILOR 30RW-5 105 65 65 0.8 0.3 5" 12x8 1.7 60 75 450/0.2 125 105 0.2 6/2 3/4" - 26x10x10 1, 2, 3, 4, 5 VAV-122 LC (DHH PK/K) 204 HRU-04 CEILING NAILOR 30RW-12 1,000 600 305 0.8 0.3 12" 16x15 16.5 60 75 450/0.2 125 105 1.7 6/2 3/4" - 26x18x12.5 1, 2, 3, 4, 5 VAV-123 LC (K) 203 HRU-04 CEILING NAILOR 30RW-12 1,000 600 305 0.8 0.3 12" 16x15 16.5 60 75 450/0.2 125 105 1.7 6/2 3/4" - 26x18x12.5 1, 2, 3, 4, 5 VAV-124 LC SMALL 203A HRU-04 CEILING NAILOR 30RW-5 105 65 65 0.8 0.3 5" 12x8 1.7 60 75 450/0.2 125 105 0.2 6/2 3/4" - 26x10x10 1, 2, 3, 4, 5 VAV-125 LC SMALL 203E HRU-04 CEILING NAILOR 30RW-5 105 65 65 0.8 0.3 5" 12x8 1.7 60 75 450/0.2 125 105 0.2 6/2 3/4" - 26x10x10 1, 2, 3, 4, 5 VAV-126 LC (K) 207 HRU-04 CEILING NAILOR 30RW-12 1,000 600 310 0.8 0.3 12" 16x15 16.5 60 75 450/0.2 125 105 1.7 6/2 3/4" - 26x18x12.5 1, 2, 3, 4, 5 VAV-127 LC (K) 208 HRU-04 CEILING NAILOR 30RW-12 1,000 600 310 0.8 0.3 12" 16x15 16.5 60 75 450/0.2 125 105 1.7 6/2 3/4" - 26x18x12.5 1, 2, 3, 4, 5 VAV-128 LC SMALL 207A HRU-04 CEILING NAILOR 30RW-5 105 65 65 0.8 0.3 5" 12x8 1.7 60 75 450/0.2 125 105 0.2 6/2 3/4" - 26x10x10 1, 2, 3, 4, 5 VAV-129 LC SMALL 207B HRU-04 CEILING NAILOR 30RW-5 105 65 65 0.8 0.3 5" 12x8 1.7 60 75 450/0.2 125 105 0.2 6/2 3/4" - 26x10x10 1, 2, 3, 4, 5 11.2 VAV-130 LC (DHH) 401 HRU-05 CEILING NAILOR 30RW-12 1,005 605 210 0.8 0.3 12" 16x15 16.6 60 75 450/0.2 125 105 1.7 6/2 3/4" - 26x18x12.5 1, 2, 3, 4, 5 VAV-131 LC (DHH) 402 HRU-05 CEILING NAILOR 30RW-12 1,005 605 210 0.8 0.3 12" 16x15 16.6 60 75 450/0.2 125 105 1.7 6/2 3/4" - 26x18x12.5 1, 2, 3, 4, 5 VAV-132 LC SMALL 401A HRU-05 CEILING NAILOR 30RW-5 105 65 55 0.8 0.3 5" 12x8 1.7 60 75 450/0.2 125 105 0.2 6/2 3/4" - 26x10x10 1, 2, 3, 4, 5 VAV-133 LC SMALL 401B HRU-05 CEILING NAILOR 30RW-5 105 65 55 0.8 0.3 5" 12x8 1.7 60 75 450/0.2 125 105 0.2 6/2 3/4" - 26x10x10 1, 2, 3, 4, 5 VAV-134 LC (P) 403A HRU-05 CEILING NAILOR 30RW-12 1,105 665 265 0.8 0.3 12" 16x15 18.2 60 75 450/0.2 125 105 1.9 6/2 3/4" - 26x18x12.5 1, 2, 3, 4, 5 VAV-135 LC (P) 403B HRU-05 CEILING NAILOR 30RW-12 1,105 665 265 0.8 0.3 12" 16x15 18.2 60 75 450/0.2 125 105 1.9 6/2 3/4" - 26x18x12.5 1, 2, 3, 4, 5 VAV-136 LC (L) 407A HRU-05 CEILING NAILOR 30RW-12 1,105 665 265 0.8 0.3 12" 16x15 18.2 60 75 450/0.2 125 105 1.9 6/2 3/4" - 26x18x12.5 1, 2, 3, 4, 5 VAV-137 LC (L) 407B HRU-05 CEILING NAILOR 30RW-12 1,105 665 265 0.8 0.3 12" 16x15 18.2 60 75 450/0.2 125 105 1.9 6/2 3/4" - 26x18x12.5 1, 2, 3, 4, 5 11.2 VAV-138 LC (M) 601 HRU-06 CEILING NAILOR 30RW-12 1,005 605 210 0.8 0.3 12" 16x15 16.6 60 75 450/0.2 125 105 1.7 6/2 3/4" - 26x18x12.5 1, 2, 3, 4, 5 VAV-139 LC (M) 602 HRU-06 CEILING NAILOR 30RW-12 1,005 605 210 0.8 0.3 12" 16x15 16.6 60 75 450/0.2 125 105 1.7 6/2 3/4" - 26x18x12.5 1, 2, 3, 4, 5 VAV-140 LC SMALL 601A HRU-06 CEILING NAILOR 30RW-5 105 65 55 0.8 0.3 5" 12x8 1.7 60 75 450/0.2 125 105 0.2 6/2 3/4" - 26x10x10 1, 2, 3, 4, 5 VAV-141 LC SMALL 601B HRU-06 CEILING NAILOR 30RW-5 105 65 55 0.8 0.3 5" 12x8 1.7 60 75 450/0.2 125 105 0.2 6/2 3/4" - 26x10x10 1, 2, 3, 4, 5 VAV-142 LC (P) 603A HRU-06 CEILING NAILOR 30RW-12 1,105 665 265 0.8 0.3 12" 16x15 18.2 60 75 450/0.2 125 105 1.9 6/2 3/4" - 26x18x12.5 1, 2, 3, 4, 5 VAV-143 LC (P) 603B HRU-06 CEILING NAILOR 30RW-12 1,105 665 265 0.8 0.3 12" 16x15 18.2 60 75 450/0.2 125 105 1.9 6/2 3/4" - 26x18x12.5 1, 2, 3, 4, 5 VAV-144 LC (L) 607A HRU-06 CEILING NAILOR 30RW-12 1,105 665 265 0.8 0.3 12" 16x15 18.2 60 75 450/0.2 125 105 1.9 6/2 3/4" - 26x18x12.5 1, 2, 3, 4, 5 VAV-145 LC (L) 607B HRU-06 CEILING NAILOR 30RW-12 1,105 665 265 0.8 0.3 12" 16x15 18.2 60 75 450/0.2 125 105 1.9 6/2 3/4" - 26x18x12.5 1, 2, 3, 4, 5 11.2 VAV-146 DEN 104 AHU-08 CEILING NAILOR 30RW-14 1,260 380 130 0.8 0.3 14" 20x17.5 34.7 60 85 450/0.2 125 105 3.5 6/2 1" - 26x24x12.5 1, 2, 3, 5 VAV-147 COUNSELOR 103 AHU-08 CEILING NAILOR 30RW-5 155 45 40 0.8 0.3 5" 12x8 4.3 60 85 450/0.2 125 105 0.4 6/2 3/4" - 26x10x10 1, 2, 3, 5 VAV-148 LEARNING SUPPORT 102A AHU-08 CEILING NAILOR 30RW-5 165 50 35 0.8 0.3 5" 12x8 2.7 60 75 450/0.2 125 105 0.3 6/2 3/4" - 26x10x10 1, 2, 3, 4, 5 VAV-149 LEARNING SUPPORT 102E AHU-08 CEILING NAILOR 30RW-7 330 100 35 0.8 0.3 7" 12x10 9.1 60 85 450/0.2 125 105 0.9 6/2 3/4" - 26x12x12.5 1, 2, 3, 5 VAV-150 LEARNING SUPPORT 102 AHU-08 CEILING NAILOR 30RW-14 1,400 420 185 0.8 0.3 14" 20x17.5 38.5 60 85 450/0.2 125 105 3.9 6/2 1" - 26x24x12.5 1, 2, 3, 5 VAV-151 LOBBY 100A AHU-08 CEILING NAILOR 30RW-9 550 165 75 0.8 0.3 9" 14x12.5 15.1 60 85 450/0.2 125 105 1.5 6/2 3/4" - 26x14x12.5 1, 2, 3, 5 VAV-152 RECEPTION OFFICE 101 AHU-08 CEILING NAILOR 30RW-14 1,230 370 200 0.8 0.3 14" 20x17.5 33.8 60 85 450/0.2 125 105 3.5 6/2 1" - 26x24x12.5 1, 2, 3, 5 VAV-153 CONFERENCE 101A AHU-08 CEILING NAILOR 30RW-8 360 110 90 0.8 0.3 8" 12x10 9.9 60 85 450/0.2 125 105 1.0 6/2 3/4" - 26x12x12.5 1, 2, 3, 5 VAV-154 HEALTH CLINIC 101B AHU-08 CEILING NAILOR 30RW-7 300 90 200 0.8 0.3 7" 12x10 8.3 60 85 450/0.2 125 105 0.8 6/2 3/4" - 26x12x12.5 1, 2, 3, 5 VAV-155 COT ROOM 101D AHU-08 CEILING NAILOR 30RW-8 350 350 350 0.8 0.3 8" 12x10 9.6 60 85 450/0.2 125 105 1.0 6/2 3/4" - 26x12x12.5 1, 2, 3, 5 VAV-156 OFFICE MGR 101C AHU-08 CEILING NAILOR 30RW-7 310 95 25 0.8 0.3 7" 12x10 8.5 60 85 450/0.2 125 105 0.9 6/2 3/4" - 26x12x12.5 1, 2, 3, 5 VAV-157 DEAN/RECORD STG 101E/101K AHU-08 CEILING NAILOR 30RW-10 700 210 40 0.8 0.3 10" 14x12.5 19.3 60 85 450/0.2 125 105 2.0 6/2 3/4" - 26x14x12.5 1, 2, 3, 5 VAV-158 DHH OFFICES 101N/101L AHU-08 CEILING NAILOR 30RW-9 470 140 70 0.8 0.3 9" 1412.5 12.9 60 85 450/0.2 125 105 1.3 6/2 3/4" - 26x14x12.5 1, 2, 3, 5 VAV-159 AP OFFICE/DHH RECEPT 101R/101Q AHU-08 CEILING NAILOR 30RW-10 675 300 300 0.8 0.3 10" 14x12.5 18.6 60 85 450/0.2 125 105 1.9 6/2 3/4" - 26x14x12.5 1, 2, 3, 5 VAV-160 P OFFICE 101S AHU-08 CEILING NAILOR 30RW-8 360 110 40 0.8 0.3 8" 12x10 9.9 60 85 450/0.2 125 105 1.0 6/2 3/4" - 26x12x12.5 1, 2, 3, 5 VAV-161 WORKROOM 101M AHU-08 CEILING NAILOR 30RW-7 300 90 200 0.8 0.3 7" 12x10 8.3 60 85 450/0.2 125 105 0.8 6/2 3/4" - 26x12x12.5 1, 2, 3, 5 VAV-162 STAFF LOUNGE 101P AHU-08 CEILING NAILOR 30RW-10 650 300 300 0.8 0.3 10" 14x12.5 17.9 60 85 450/0.2 125 105 1.8 6/2 3/4" - 26x14x12.5 1, 2, 3, 5 VAV-163 PROF DEVELOPMENT 101T AHU-08 CEILING NAILOR 30RW-10 730 220 50 0.8 0.3 10" 14x12.5 20.1 60 85 450/0.2 125 105 2.0 6/2 3/4" - 26x14x12.5 1, 2, 3, 5 VAV-164 SLP 108 AHU-08 CEILING NAILOR 30RW-5 150 45 25 0.8 0.3 5" 12x8 2.5 60 75 450/0.2 125 105 0.3 6/2 3/4" - 26x10x10 1, 2, 3, 4, 5 VAV-165 DHH PYSCH / COUNS 109 AHU-08 CEILING NAILOR 30RW-5 145 45 25 0.8 0.3 5" 12x8 2.4 60 75 450/0.2 125 105 0.2 6/2 3/4" - 26x10x10 1, 2, 3, 4, 5 VAV-166 AUDIO/DHH SLP 110 AHU-08 CEILING NAILOR 30RW-5 135 40 25 0.8 0.3 5" 12x8 2.2 60 75 450/0.2 125 105 0.2 6/2 3/4" - 26x10x10 1, 2, 3, 4, 5 VAV-167 OT/PT 122 AHU-08 CEILING NAILOR 30RW-8 420 125 55 0.8 0.3 8" 12x10 6.9 60 75 450/0.2 125 105 0.7 6/2 3/4" - 26x12x12.5 1, 2, 3, 4, 5 29.4 NOTES: 1) PROVIDE BELIMO ACTUATORS FOR PRIMARY AIR DAMPER. 2) FACTORY MOUNT SECTION 230900 FURNISHED CONTROLLERS. 3) FLUID IS 30% PROPYLENE GLYCOL. 4) UNIT SERVES DISPLACEMENT ZONE REQUIRING PRECISE DAT CONTROL. 5) HEATING COILS SHALL BE SELECTED AT PRIMARY AIRFLOW MAX CONDITION. mdhlum 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-41 51 OFFICE E (2"06) 441-0478 FAX 1231 NW HOYT ( SUITE 102 PtRTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC n C C MIFTRIX E N G I N E E R S 725 POWELL AVE SW, SUITE 100 425-336-2822 RENTON, WA 98057 www.metrixeng.com Uff.Ty."Ro FI SCHOOL DISTRICT` Each student learning, every day! EDMONDS SCHOOL DISTRICT MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 MARK DATE DESCRIPTION ISSUE DATE: 09 JANUARY 2017 ISSUE: BUILDING PERMIT PROJECT No: 2015913.00 DRAWN BY- EO CHECKED BY: BB COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" A MECHANICAL SCHEDULES V 1 2 3 1 4 1 5 1 6 Lli'91 E 2 3 M 5 0 I:4 FBI C N. A VENTILATION SCHEDULE UNIT FLOOR ZONE ROOM # PEOPLE QTY AREA SF CLG HEIGHT FT) VOLUME (FT3) ACTUAL SUPPLY AIR (CFM OUTSIDE AIR SYSTEM EFFECTIVENESS NOTES CFM/ PERSON # CFM/SF TOTAL (CFM) AIR DIST EFF CORRECTED (CFM) OUTSIDE AIR SCH (CFM) EXHAUST AIR (CFM OUTSIDE AIR ACH PRIMARY OUTDOOR FRACTION AHU-01 1 ORCHESTRA 123 50 1096 11.2 12239 1500 10.0 0.06 566 1.0 566 570 0 2.8 0.38 0.7 TOTAL 50 1096 1500 566 570 0 AHU-02 1 BAND 121 50 1094 11.2 12216 1500 10.0 0.06 566 1.0 566 570 0 2.8 0.38 0.7 TOTAL 50 1094 1500 566 570 0 AHU-03 1 KITCHEN 117 12 891 11.2 9950 1500 0.70 624 0.8 780 780 1313 4.7 1.40 0.0 TOTAL 12 891 1500 780 780 1313 AHU-04 1 MUSIC 122 50 1024 12.0 12288 1800 10.0 0.06 561 1.0 561 565 0 2.7 0.31 0.8 TOTAL 50 1024 1800 561 565 0 AHU-05 1 COMMONS/SERVERY 115/115A 300 3765 16.0 60240 5800 7.5 0.18 2928 1.0 2928 2930 0 2.9 0.50 0.0 TOTAL 300 3765 5800 2928 2930 0 FCU-01 1 PRACTICE 121 A-C 10 270 9.2 2475 750 5 0.06 66 0.8 83 85 0 2.0 0.11 1.0 TOTAL 10 270 750 83 85 0 FCU-02 1 CUSTODIAL/MUSIC OFFICE 126/124D 4 435 11.2 4858 750 5 0.06 46 0.8 58 60 0 0.7 0.08 1.0 TOTAL 4 435 750 58 60 0 FCU-03 1 GYM OFFICE 113 2 133 8.0 1064 350 5 0.06 18 0.8 22 25 0 1.3 0.06 1.0 TOTAL 2 133 350 22 25 0 AHU-06 1 HALLWAY COMMONS 100C 50 1383 11.2 15444 1900 7.5 0.18 624 0.8 780 780 0 3.0 0.41 0.7 TOTAL 50 1383 1900 780 780 0 AHU-07 1 GYMNASIUM 107 450 7224 29.5 213108 11400 7.5 0.18 4675 0.8 5844 5845 0 1.6 0.51 0.0 TOTAL 450 7224 11400 5844 5845 0 AHU-08 1 DEN 104 15 464 11.2 5181 1250 5 0.06 103 0.8 129 130 0 1.5 0.10 1.0 1 COUNSELOR 103 4 155 9.2 1421 165 5 0.06 29 0.8 37 40 0 1.5 0.22 0.9 1 LEARNING SUPPORT 102 20 735 11.2 8208 1485 5 0.06 144 0.8 180 185 0 1.3 0.12 1.0 1 LEARN SUP OFFICES 102A-B 6 330 10.0 3300 540 5 0.06 50 0.8 62 65 0 1.1 0.12 1.0 1 LOBBY 100A 5 548 11.2 6119 550 5 0.06 58 0.8 72 75 0 0.7 0.00 1.0 1 RECEPTION OFFICE 101 8 615 9.2 5638 1210 5 0.06 77 0.8 96 200 200 1.0 0.08 1.0 1 OFFICE MGR 101 C 2 163 9.2 1494 670 5 0.06 20 0.8 25 25 0 1.0 0.04 1.0 1 COT ROOM 101 D 2 213 9.2 1953 220 5 0.06 23 0.8 28 350 350 0.9 0.13 1.0 1 HEALTH CLINIC 101B 2 276 9.2 2530 255 5 0.06 27 0.8 33 200 200 0.8 0.00 1.0 1 CONFERENCE 101A 10 358 9.2 3282 690 5 0.06 71 0.8 89 90 0 1.6 0.13 1.0 1 DHH OFFICE 101 N 4 125 9.2 1146 245 5 0.06 28 0.8 34 35 0 1.8 0.14 1.0 1 DHH OFFICE 101 L 4 125 9.2 1146 245 5 0.06 28 0.8 34 35 0 1.8 0.14 1.0 1 DHH RECEPTION 101Q 4 155 9.2 1421 315 5 0.06 29 0.8 37 40 300 1.5 0.12 1.0 1 DEAN OF STUDENTS 101E 4 167 9.2 1531 350 5 0.06 30 0.8 38 40 0 1.5 0.00 1.0 1 AP OFFICE 101 R 4 174 9.2 1595 355 5 0.06 30 0.8 38 40 0 1.4 0.11 1.0 1 P OFFICE 101S 4 181 11.2 2021 360 5 0.06 31 0.8 39 40 0 1.1 0.11 1.0 1 STAFF LOUNGE 101 P 15 444 9.2 4070 475 5 0.06 102 0.8 127 130 300 1.9 0.27 0.8 1 PROF DEVELOPMENT 101T 8 359 11.2 4009 635 5 0.00 40 0.8 50 50 0 0.7 0.00 1.0 1 WORKROOM 101 M 4 283 9.2 2594 285 5 0.06 37 0.8 46 50 200 1.1 0.16 0.9 1 SLP 108 2 146 8.0 1168 165 5 0.06 19 0.8 23 25 0 1.2 0.14 1.0 1 OT/PT 111 4 397 8.0 3176 410 5 0.06 44 0.8 55 55 0 1.0 0.13 1.0 1 AUDIO 110 2 134 8.0 1072 130 5 0.06 18 0.8 23 25 0 1.3 0.17 0.9 1 DHH PSYCH / COUNS 109 2 138 8.0 1104 145 5 0.06 18 0.8 23 25 0 1.2 0.00 1.0 TOTAL 135 6685 11150 1318 1950 1550 HRU-01 1 PARENT ROOM 132 10 481 9.2 4409 480 10 0.12 158 1.2 131 135 350 1.8 0.27 0.8 1 MIT OFFICE 132B 5 141 9.2 1293 140 5 0.06 33 1.2 28 30 0 1.3 0.20 0.9 1 LC (DHH) 134 25 1000 9.2 9167 1000 10 0.12 370 1.2 308 310 0 2.0 0.31 0.8 1 SMALL GROUP 134A 6 98 9.0 882 100 10 0.12 72 1.2 60 60 0 4.1 0.60 0.0 1 SCI PREP 136A 4 194 9.0 1746 195 10 0.18 75 1.2 62 65 200 2.1 0.32 0.8 1 LC (M SCI) 136 25 1200 11.2 13400 1200 10 0.18 466 1.2 388 390 1200 1.7 0.32 0.8 1 GREEN ROOM 131 C 2 115 9.2 1054 115 5 0.06 17 0.8 21 25 0 1.2 0.18 0.9 1 LIBRARY 131 65 2263 11.2 25270 2265 7.5 0.06 623 1.2 519 515 90 1.2 0.00 1.0 1 SMALL GROUP 131A 6 98 11.2 1094 100 10 0.12 72 1.2 60 60 0 3.3 0.60 0.0 TOTAL 148 5590 5595 1579 1590 1840 HRU-02 1 LC (L) 305A 25 974 9.2 8928 1005 10 0.12 367 1.2 306 310 0 2.1 0.30 0.8 1 LC (L) 305B 25 974 9.2 8928 1005 10 0.12 367 1.2 306 310 0 2.1 0.30 0.8 1 SM GROUP 305 4 121 9.2 1109 100 10 0.12 55 1.2 45 50 0 2.5 0.45 0.7 1 SM GROUP 305 4 121 9.2 1109 100 10 0.12 55 1.2 45 50 0 2.5 0.45 0.7 1 LC (P) 301A 25 974 9.2 8928 1005 10 0.12 367 1.2 306 310 0 2.1 0.30 0.8 1 LC (P) 301 B 25 974 9.2 8928 1005 10 0.12 367 1.2 306 310 0 2.1 0.30 0.8 1 SM GROUP 301 4 121 9.2 1109 100 10 0.12 55 1.2 45 50 0 2.5 0.45 0.7 1 SM GROUP 301 4 121 9.2 1109 100 10 0.12 55 1.2 45 50 0 2.5 0.45 0.7 TOTAL 116 4380 4420 1405 1440 1405 HRU-03 1 LC (L) 505A 25 974 9.2 8928 1005 10 0.12 367 1.2 306 310 0 2.1 0.30 0.8 1 LC (L) 505B 25 974 9.2 8928 1005 10 0.12 367 1.2 306 310 0 2.1 0.30 0.8 1 SM GROUP 505 4 121 9.2 1109 100 10 0.12 55 1.2 45 50 0 2.5 0.45 0.7 1 SM GROUP 505 4 121 9.2 1109 100 10 0.12 55 1.2 45 50 0 2.5 0.45 0.7 1 LC (P) 501A 25 974 9.2 8928 1005 10 0.12 367 1.2 306 310 0 2.1 0.30 0.8 1 LC (P) 501 B 25 974 9.2 8928 1005 10 0.12 367 1.2 306 310 0 2.1 0.30 0.8 1 SM GROUP 501 4 121 9.2 1109 100 10 0.12 55 1.2 45 50 0 2.5 0.45 0.7 1 SM GROUP 501 4 121 9.2 1109 100 10 0.12 55 1.2 45 50 0 2.5 0.45 0.7 TOTAL 116 4380 4420 1405 1440 0 HRU-04 1 LC (M) 201 25 993 9.2 9103 1000 10 0.12 369 1.2 308 310 0 2.0 0.31 0.8 1 LC (M) 202 25 993 9.2 9103 1000 10 0.12 369 1.2 308 310 0 2.0 0.31 0.8 1 SM GROUP 201A 4 97 9.2 889 100 10 0.12 52 0.8 65 65 0 4.4 0.65 0.0 1 SM GROUP 201 B 4 97 9.2 889 100 10 0.12 52 0.8 65 65 0 4.4 0.65 0.0 1 LC (K) 203 25 918 9.2 8415 920 10 0.12 360 1.2 300 305 0 2.1 0.33 0.8 1 LC (DHH PK/K) 204 25 918 9.2 8415 920 10 0.12 360 1.2 300 305 0 2.1 0.33 0.8 1 SM GROUP 203A 4 86 9.2 788 85 10 0.12 50 0.8 63 65 0 4.8 0.74 0.0 1 SM GROUP 203B 4 86 9.2 788 85 10 0.12 50 0.8 63 65 0 4.8 0.74 0.0 1 LC (K) 207 25 1006 9.2 9222 920 10 0.12 371 1.2 309 310 0 2.0 0.34 0.8 1 LC (K) 208 25 1006 9.2 9222 920 10 0.12 371 1.2 309 310 0 2.0 0.34 0.8 1 SM GROUP 207A 4 84 9.2 770 85 10 0.12 50 0.8 63 65 0 4.9 0.74 0.0 1 SM GROUP 207E 4 84 9.2 770 85 10 0.12 50 0.8 63 65 0 4.9 0.74 0.0 TOTAL 174 6368 6220 2214 2240 0 VENTILATION SCHEDULE CONTINUED UNIT FLOOR ZONE ROOM # PEOPLE QTY AREA SF CLG HEIGHT FT) VOLUME (FT3) ACTUAL SUPPLY AIR (CFM) OUTSIDE AIR SYSTEM EFFECTIVENESS NOTES CFM/ PERSON (# CFM/SF TOTAL CFM AIR DIST EFF CORRECTED (CFM) OUTSIDE AIR SCH (CFM) EXHAUST AIR (CFM OUTSIDE AIR ACH PRIMARY OUTDOOR FRACTION HRU-05 1 LC (DHH) 401 25 994 9.2 9112 1005 10 0.12 251 1.2 209 210 0 0.2 0.21 0.9 1 LC (DHH) 402 25 994 9.2 9112 1005 10 0.12 251 1.2 209 210 0 0.2 0.21 0.9 1 SM GROUP 401A 4 97 9.2 889 105 10 0.12 41 0.8 51 55 0 0.4 0.49 0.0 1 SM GROUP 401 B 4 97 9.2 889 105 10 0.12 41 0.8 51 55 0 0.4 0.49 0.0 1 LC (P) 403A 25 975 9.2 8938 1005 10 0.12 251 1.2 209 210 0 0.2 0.21 0.9 1 LC (P) 403B 25 975 9.2 8938 1005 10 0.12 251 1.2 209 210 0 0.2 0.21 0.9 1 SM GROUP 403 4 121 9.2 1109 100 10 0.12 41 0.8 51 55 0 0.3 0.51 0.0 1 SM GROUP 403 4 121 9.2 1109 100 10 0.12 41 0.8 51 55 0 0.3 0.51 0.0 1 LC (L) 407A 25 977 9.2 8956 1005 10 0.12 251 1.2 209 210 0 0.2 0.21 0.9 1 LC (L) 407B 25 977 9.2 8956 1005 10 0.12 251 1.2 209 210 0 0.2 0.21 0.9 1 SM GROUP 407 4 121 9.2 1109 100 10 0.12 41 0.8 51 55 0 0.3 0.51 0.0 1 SM GROUP 407 4 121 9.2 1109 100 10 0.12 41 0.8 51 55 0 0.3 0.51 0.0 TOTAL 174 6570 6640 1564 1590 0 HRU-06 1 LC (M) 601 25 994 9.2 9112 1005 10 0.12 251 1.2 209 210 0 0.2 0.21 0.9 1 LC (M) 602 25 994 9.2 9112 1005 10 0.12 251 1.2 209 210 0 0.2 0.21 0.9 1 SM GROUP 601A 4 97 9.2 889 105 10 0.12 41 0.8 51 55 0 0.4 0.49 0.0 1 SM GROUP 601 B 4 97 9.2 889 105 10 0.12 41 0.8 51 55 0 0.4 0.49 0.0 1 LC (P) 603A 25 975 9.2 8938 1005 10 0.12 251 1.2 209 210 0 0.2 0.21 0.9 1 LC (P) 603B 25 975 9.2 8938 1005 10 0.12 251 1.2 209 210 0 0.2 0.21 0.9 1 SM GROUP 603 4 121 9.2 1109 100 10 0.12 41 0.8 51 55 0 0.3 0.51 0.0 1 SM GROUP 603 4 121 9.2 1109 100 10 0.12 41 0.8 51 55 0 0.3 0.51 0.0 1 LC (L) 607A 25 977 9.2 8956 1005 10 0.12 251 1.2 209 210 0 0.2 0.21 0.9 1 LC (L) 607B 25 977 9.2 8956 1005 10 0.12 251 1.2 209 210 0 0.2 0.21 0.9 1 SM GROUP 607 4 121 9.2 1109 100 10 0.12 41 0.8 51 55 0 0.3 0.51 0.0 1 SM GROUP 607 4 121 9.2 1109 100 10 0.12 41 0.8 51 55 0 0.3 0.51 0.0 TOTAL 174 6570 6640 1564 1590 0 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-41 51 OFFICE E (2"06) 441-0478 FAX 1231 NW HOYT ( SUITE 102 PtRTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC En C C MIFTRIX E N G I N E E R S 725 POWELL AVE SW, SUITE 100 425-336-2822 RENTON, WA 98057 www.metrixeng.com U.Q.0 FIB Edmonds SCHOOL DISTRICT` Each student learning, every day! EDMONDS SCHOOL DISTRICT MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 MARK DATE DESCRIPTION ISSUE DATE: 09 JANUARY 2017 ISSUE: BUILDING PERMIT PROJECT No: 2015913.00 DRAWN BY- EO CHECKED BY: BB COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" A MECHANICAL SCHEDULES V 1 1 2 1 3 1 4 1 5 1 6 1 I 2 I 3 I 4 I 5 I 6 ll�i ffll E D C 111111111111114. A 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-41 51 OFFICE E (2"06) 441-0478 FAX 1231 NW HOYT ( SUITE 102 PtRTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC D C B MIFTRIX E N G I N E E R S 725 POWELL AVE SW, SUITE 100 425-336-2822 RENTON, WA 98057 www.metrixeng.com FIBEdmonds SCHOOL DISTRICT` Each student learning, every day! EDMONDS SCHOOL DISTRICT MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 MARK DATE DESCRIPTION ISSUE DATE: 09 JANUARY 2017 ISSUE: BUILDING PERMIT PROJECT No: 2015913.00 DRAWN BY- EO CHECKED BY: BB COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" A MECHANICAL SITE PLAN V MECHANICAL SITE PLAN 1/16" = V-0" 1 1 2 1 3 1 4 1 5 1 6 E 2 1 3 1 4 I 5 1 6 MR 1:4 FBI C N. A 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE E (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (5 03) 2 24-4032 OFFICE (5 03) 2 24-0918 FAX MAHLUM ARCHITECTS INC FBI C MIFTRIX E N G I N E E R S 725 POWELL AVE SW, SUITE 100 425-336-2822 RENTON, WA 98057 www.metrixeng.com Uff.Ty.Q.0 425 6 M FIB Edmonds SCHOOL DISTRICT Each student learning, every day! EDMONDS SCHOOL DISTRICT MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 312MOdIl WL Dl D2 D3 B ZONE KEYPLAN MARK DATE DESCRIPTION ISSUE DATE: 09 JANUARY 2017 ISSUE: BUILDING PERMIT PROJECT No: 2015913.00 DRAWN BY- EO CHECKED BY: BB COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" A FOUNDATION PLUMBING PLAN - ZONE A FOUNDATION PLUMBING PLAN - ZONE A 1/8" = 11-01, 2 3 2 5 1.1 M-121 E 2 3 M 5 w MR 1:4 FBI C N. 0 GENERAL NOTES: 1. COORDINATE WASTE PIPE ROUTING WITH STRUCTURAL FOUNDATION PLANS. SLEEVE PIPING WHERE REQUIRED THROUGH STEM WALLS & FOUNDATION. WHERE NOTCHING OF FOUNDATION IS REQUIRED, OBTAIN APPROVAL OF LOCATION AND APPROACH FROM STRUCTURAL ENGINEER PRIOR TO INSTALL. 2. SLOPE WASTE/VENT PIPING AT MIN 1/4" PER FOOT UNLESS NOTIFIED OTHERWISE ON PLANS. 3 3A 4 3. PROVIDE TRAP PRIMER CONNECTIONS AT FLOOR DRAINS, FLOOR SINKS, AND OTHER UNDERGROUND TRAPS. COORDINATE RISER LOCATIONS IN WALLS WITH ARCH/ENGINEER PRIOR TO INSTALLATION. 4. INVERT ELEVATIONS ARE SHOWN FOR REFERENCE ONLY. 1A 1,2 2 23 C\j co C\j C14 6"W. SEE CIVIL i 32B 2" AW FOR CONT. j y E Ills SM GROUP 134A ELEC«««««<««««««««---- ----- ----- — ------ 128 El MPG. SEE CIVIL i II II I FOR CONT. CD-1 L . . . ......... ................................... . p T ff SOLIDS INTERCEPTOR PAR-T 4" AW RL - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - A.3 0 (D 11 L: - - - - - - - - - - - -7 COMMONS 132 07�7 - - - - - - - - - - - - - - - - - - - - - - - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - 67FD 4F 7 music M9.04 - HALLWAY LC (DHH) STORAGE 10, OFFICE F, RISER CUST 127 Ll awl '134 2STOR 30 AV I 5A 1 '124D - - - - - - - - - - - - - - - - - r cc L L GYM VESTIBULE 112 1 1 / M-122 1 / M-121 6" FIRE. SEE CIVIL FOR CONT. 0 IN 4"FS ®� L,301LER/ME 4"FSIoff C. INST STOR 124 VIMUNITy GYM I" ( D F'?OFFICE 114 113 we ORCI-1 123 PRACTICE '124C PRACTICE 121 B PRACTICE 121 A BAND 121 FCO tiII RISERS DN: 107D --------------------------------------- - --- - --- - --- - --- - --- - --- - --- - --- - --- - --- - --- - --- - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —LIl nlI 0 GYM 107 0 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (5 03) 2 24-4032 OFFICE (5 03) 2 24-0918 FAX MAHLUM ARCHITECTS INC MIFTRIX E N G I N E E R S 725 POWELL AVE SW, SUITE 100 425-336-2822 RENTON, WA 98057 www.metrixeng.com M FIB Edmonds SCHOOL DISTRICT Each student learning, every day! EDMONDS SCHOOL DISTRICT MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 ZONE KEYPLAN MARK DATE DESCRIPTION ISSUE DATE: 09 JANUARY 2017 ISSUE: BUILDING PERMIT PROJECT No: 2015913.00 DRAWN BY- EO CHECKED BY: BB COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" A FOUNDATION PLUMBING i'l 1,2 2 2,2 3 PLAN -ZONE B FOUNDATION PLUMBING PLAN - ZONE B 1/8" = 11-01, 3 2 5 1.1 M-122 i 2 3 5 0 GENERAL NOTES: I:4 FBI C 1.9 0 1. COORDINATE WASTE PIPE ROUTING WITH STRUCTURAL FOUNDATION PLANS. SLEEVE PIPING WHERE REQUIRED THROUGH STEM WALLS & FOUNDATION. WHERE NOTCHING OF FOUNDATION IS REQUIRED, OBTAIN APPROVAL OF LOCATION AND APPROACH FROM STRUCTURAL ENGINEER PRIOR TO INSTALL. 2. SLOPE WASTE/VENT PIPING AT MIN 1/4" PER FOOT UNLESS NOTIFIED OTHERWISE ON PLANS. 3. PROVIDE TRAP PRIMER CONNECTIONS AT FLOOR DRAINS, FLOOR SINKS, AND OTHER UNDERGROUND TRAPS. COORDINATE RISER LOCATIONS IN WALLS WITH ARCH/ENGINEER PRIOR TO INSTALLATION. 4. INVERT ELEVATIONS ARE SHOWN FOR REFERENCE ONLY. RM 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-41 51 OFFICE E (2"06) 441-0478 FAX C 1.9 1231 NW HOYT ( SUITE 102 PtRTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC MIFTRIX E N G I N E E R S 725 POWELL AVE SW, SUITE 100 425-336-2822 RENTON, WA 98057 www.metrixeng.com fEdmonds IV SCHOOL DISTRICT .A EDMONDS SCHOOL DISTRICT MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 MARK DATE DESCRIPTION ISSUE DATE: 09 JANUARY 2017 ISSUE: BUILDING PERMIT PROJECT No: 2015913.00 DRAWN BY- EO CHECKED BY: BB COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" A FOUNDATION PLUMBING PLAN - ZONE C FOUNDATION PLUMBING PLAN - ZONE C 1/8" = 1'-01, V 1 2 3 il 5 1.1 M=123 I 2 3 I 5 N GENERAL NOTES: Icl FBI C 0 1. COORDINATE WASTE PIPE ROUTING WITH STRUCTURAL FOUNDATION PLANS. SLEEVE PIPING WHERE REQUIRED THROUGH STEM WALLS & FOUNDATION. WHERE NOTCHING OF FOUNDATION IS REQUIRED, OBTAIN APPROVAL OF LOCATION AND APPROACH FROM STRUCTURAL ENGINEER PRIOR TO INSTALL. 2. SLOPE WASTE/VENT PIPING AT MIN 1/4" PER FOOT UNLESS NOTIFIED OTHERWISE ON PLANS. 3. PROVIDE TRAP PRIMER CONNECTIONS AT FLOOR DRAINS, FLOOR SINKS, AND OTHER UNDERGROUND TRAPS. COORDINATE RISER LOCATIONS IN WALLS WITH ARCH/ENGINEER PRIOR TO INSTALLATION. 4. INVERT ELEVATIONS ARE SHOWN FOR REFERENCE ONLY. 1 / M-123 RM 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-41 51 OFFICE E (2"06) 441-0478 FAX n C P. 1231 NW HOYT ( SUITE 102 PtRTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC MIFTRIX E N G I N E E R S 725 POWELL AVE SW, SUITE 100 425-336-2822 RENTON, WA 98057 www.metrixeng.com fEdmonds IV SCHOOL DISTRICT .A EDMONDS SCHOOL DISTRICT MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 MARK DATE DESCRIPTION ISSUE DATE: 09 JANUARY 2017 ISSUE: BUILDING PERMIT PROJECT No: 2015913.00 DRAWN BY- EO CHECKED BY: BB COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" A FOUNDATION PLUMBING PLAN - ZONE D V FOUNDATION PLUMBING PLAN - ZONE D. 1/8" = 1'-01, 2 3 In 5 N 1 1 2 1 3 1 4 I 5 1 6 1:4 FBI C N. I A mdhlum 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE E (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (5 03) 2 24-4032 OFFICE (5 03) 2 24-0918 FAX MAHLUM ARCHITECTS INC FBI C MIFTRIX E N G I N E E R S 725 POWELL AVE SW, SUITE 100 425-336-2822 RENTON, WA 98057 www.metrixeng.com Uff.Ty.Q.0 425 6 FIB Edmonds SCHOOL DISTRICT Each student learning, every day! EDMONDS SCHOOL DISTRICT MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 312MOdIl WL Dl D2 D3 B ZONE KEYPLAN MARK DATE DESCRIPTION ISSUE DATE: 09 JANUARY 2017 ISSUE: BUILDING PERMIT PROJECT No: 2015913.00 DRAWN BY- EO CHECKED BY: BB COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" A FIRST FLOOR PLUMBING PLAN - ZONE A V FIRST FLOOR PLUMBING PLAN - ZONE A 1/8" = 11-01, 1 1 2 3 1 4 1 5 1 6 M-221 1 1 2 1 3 1 4 1 5 0 I:4 FBI 1 1 3 C GENERAL NOTES: 1. ALL PENETRATIONS THROUGH THE AIR BARRIER SHALL BE WATER TIGHT AND AIR TIGHT. 2. SEE ARCHITECTURAL DRAWINGS FOR PLUMBING FIXTURE MOUNTING HEIGHTS. 3. PROVIDE A WALL CLEANOUT AT EACH LAVATORY & SINK. 4. PROVIDE INDEPENDENT ISOLATION FOR EACH HOSE BIBB & TOILET ROOM AS SHOWN ON DRAWINGS. 5. LOCATE ISOLATION VALVES ABOVE LAY -IN CEILING AT ALL LOCATIONS AS POSSIBLE. PROVIDE ACCESS ACCESS PANEL TO ISOLATION VALVES WHERE LOCATED ABOVE HARD LID CEILING. 6. PROVIDE ACCESS PANEL IN WALL FOR WATER HAMMER ARRESTORS. 7. LOOP HW PIPING ON PLANS AS SHOWN TO NEAR LAVATORY FIXTURES, IN LIEU OF RECIRCULATION LOOP, TO PROVIDE NEGLIGIBLE WAIT TIME FOR HOT WATER. 8. PROVIDE MULTIPLE OFFSETS IN PIPING WHERE STRUCTURE AND PIPING WITHIN WALL CONFLICT. OFFSET PIPING WITHIN CABINETRY TIGHT TO WALL AND BACK INTO WALL ONCE BEYOND STRUCTURE. REFER TO STRUCTURAL DRAWINGS. 3 3 9. COORDINATE PLUMBING TO PROVIDE UNOBSTRUCTED ACCESS TO ABOVE CEILING MECHANICAL EQUIPMENT INCLUDING, BUT NOT LIMITED TO, DAMPERS, VALVES AND VAV BOXES. 10. REFER TO HVAC PLANS FOR BUILDING SECTION 1.1 1. 2�3 LOCATIONS AND DETAILS 11. PROVIDE TRAP PRIMER CONNECTION TO ALL FLOOR DRAINS, FLOOR SINKS, AIR GAP FITTINGS AND OTHER _ TRAPS REQUIRING PROTECTION. NM1 M5.01 FLAG NOTES: EXTEND NPCW, NPHW, AND AV IN WALL BELOW GLAZING TO FIXTURES. [2 �> ROUTE INDIVIDUAL AV PIPES IN WALL BELOW GLAZING FROM EACH FIXTURE. COMBINE AV PIPES IN VERTICAL, ABOVE FIXTURE FLOOD RIM. 4 ' N ' co "*' C\l C\l 2 2 ' 1 - 4"GV UP & i P-20 P-20 P-20 P-20 3"GV DN 1 i MPG DN THRU WALL CONNECT TO METER 3 GV DN 1"CW, 1"HW, 3/4"HWC gi ASSEMBLY IN SERVICE YARD. 1 HB-3imp, PARENT— > 'Y' ROOM O ,a 1 .a , CW ��� r �dnav R,� � {L p 7 P 7 P 5 I HRU-01 ._ ...�� DHFi 1-1/2"HW —) OFFICE � _ _ _ 2 1 0 P-7 �" ;. RISER I w�, � � ,. I .' 5,=�� III � .� :,. 2"V — ...� 0 i 1 (i (1a I ,'11.1I.M. ( 1 3I4"HWC°'b®4"FD uu EWH-06 I I au 1 ( RECIE IN 1 P-22 PU-15 I II ( ( 126 QO FD 1 1 1 � „ a..e PREP c (.n�,�,r M ,,;ICI PRA I C N 1 P- A S I 4 AV w _ 1 11 ( 1 �. �� 1 I ill ( - r 1 1 � 2"AV N I 4"CW� --- P"1A 1 O 2"FS TP ° v. i P-20 P-20 P-20 P-20 r ( ( 2-1/2"HW & �I 1 _ s 5 1 ( — — — — — — 1 HWCAV m aws ,'Na I II i( 123 121 ( ( VJALK-IN 1 C (TYP) PRACTICE � � EE E 121 � I �w, � � -- - -- --- --- --- :_: � � --- � -- C I. L- -t--------- ---- ----- I; (i 1 rj 1 4"V U P 1 1 PRACTICE I1 12 1A 1 .. m �.._. �....�.....mm �......��..... o 6 CW, 2 1/2 HW, 1 NWC, X 140 F HW, L _.._ _—_—_—..—..— ---- 140 - WE — — —2-1/2"CW —2-1/2"CW —3/4"HWC 1.9 M. I 0 6 0 GYM 07 DN M IOOE i SERVERY 15,,E M1 M5.02 COMMONS 15 1' 1-1/2"HW SAC-01 — 1 I� P-11 U 1 ,SI»`�') GROUPIxrx,B P-3A 4 01 I� 1z�xiA 1"C � FDD � T` RGE ' `"'� }; HB-1 VESTIBULE C OM ICI ON 1 i,?01 0FRCEf WORKROOM 1 iB J I " / 1 LIBRARY 11.171 wll 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-41 51 OFFICE (2"06) 441-0478 FAX 1231 NW HOYT ( SUITE 102 PtRTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC METRIX E N G I N E E R S 725 POWELL AVE SW, SUITE 100 425-336-2822 RENTON, WA 98057 www.metrixeng.com fr, Edmonds 1w SCHOOL DISTRICT Each student learning, every day! EDMONDS SCHOOL DISTRICT MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 312MOdIl 1 D2 D3 ZONE KEYPLAN MARK DATE DESCRIPTION ISSUE DATE: 09 JANUARY 2017 ISSUE: BUILDING PERMIT PROJECT No: 2015913.00 DRAWN BY- EO CHECKED BY: BB COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" A FIRST FLOOR PLUMBING PLAN - ZONE B FIRST FLOOR PLUMBING PLAN - ZONE B 1/8" = 1'-0" V 1 2 3 4 5 1 6 M=222 i 2 3 5 0 I:4 FBI C 1.9 0 GENERAL NOTES: 1. ALL PENETRATIONS THROUGH THE AIR BARRIER SHALL BE WATER TIGHT AND AIR TIGHT. 2. SEE ARCHITECTURAL DRAWINGS FOR PLUMBING FIXTURE MOUNTING HEIGHTS. 3. PROVIDE A WALL CLEANOUT AT EACH LAVATORY & SINK. 4. PROVIDE INDEPENDENT ISOLATION FOR EACH HOSE BIBB & TOILET ROOM AS SHOWN ON DRAWINGS. 5. LOCATE ISOLATION VALVES ABOVE LAY -IN CEILING AT ALL LOCATIONS AS POSSIBLE. PROVIDE ACCESS ACCESS PANEL TO ISOLATION VALVES WHERE LOCATED ABOVE HARD LID CEILING. 6. PROVIDE ACCESS PANEL IN WALL FOR WATER HAMMER ARRESTORS. 7. LOOP HW PIPING ON PLANS AS SHOWN TO NEAR LAVATORY FIXTURES, IN LIEU OF RECIRCULATION LOOP, TO PROVIDE NEGLIGIBLE WAIT TIME FOR HOT WATER. 8. PROVIDE MULTIPLE OFFSETS IN PIPING WHERE STRUCTURE AND PIPING WITHIN WALL CONFLICT. OFFSET PIPING WITHIN CABINETRY TIGHT TO WALL AND BACK INTO WALL ONCE BEYOND STRUCTURE. REFER TO STRUCTURAL DRAWINGS. I 9. COORDINATE PLUMBING TO PROVIDE UNOBSTRUCTED AfrrGcc Tn AQnvG r'Gn rnln nnGrWAnnrAI Gnl uonncnIT MR 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-41 51 OFFICE E (2"06) 441-0478 FAX C 1.9 1231 NW HOYT ( SUITE 102 PtRTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC MIFTRIX E N G I N E E R S 725 POWELL AVE SW, SUITE 100 425-336-2822 RENTON, WA 98057 www.metrixeng.com fEdmonds IV SCHOOL DISTRICT .A EDMONDS SCHOOL DISTRICT MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 MARK DATE DESCRIPTION ISSUE DATE: 09 JANUARY 2017 ISSUE: BUILDING PERMIT PROJECT No: 2015913.00 DRAWN BY- EO CHECKED BY: BB COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" A FIRST FLOOR PLUMBING PLAN - ZONE C FIRST FLOOR PLUMBING PLAN - ZONE C 1/8" = 1'-01, V 1 2 3 il 5 1.1 M=223 I 2 3 I GENERAL NOTES: 5 w I:1 FBI C 0 1. 2. 3. 4. 5. 6. 7. ALL PENETRATIONS THROUGH THE AIR BARRIER SHALL BE WATER TIGHT AND AIR TIGHT. SEE ARCHITECTURAL DRAWINGS FOR PLUMBING FIXTURE MOUNTING HEIGHTS. PROVIDE A WALL CLEANOUT AT EACH LAVATORY & SINK. PROVIDE INDEPENDENT ISOLATION FOR EACH HOSE BIBB & TOILET ROOM AS SHOWN ON DRAWINGS. LOCATE ISOLATION VALVES ABOVE LAY -IN CEILING AT ALL LOCATIONS AS POSSIBLE. PROVIDE ACCESS ACCESS PANEL TO ISOLATION VALVES WHERE LOCATED ABOVE HARD LID CEILING. PROVIDE ACCESS PANEL IN WALL FOR WATER HAMMER ARRESTORS. LOOP HW PIPING ON PLANS AS SHOWN TO NEAR LAVATORY FIXTURES, IN LIEU OF RECIRCULATION LOOP, TO PROVIDE NEGLIGIBLE WAIT TIME FOR HOT WATER. 8. PROVIDE MULTIPLE OFFSETS IN PIPING WHERE STRUCTURE AND PIPING WITHIN WALL CONFLICT. OFFSET PIPING WITHIN CABINETRY TIGHT TO WALL AND BACK INTO WALL ONCE BEYOND STRUCTURE. REFER TO STRUCTURAL DRAWINGS. 9. COORDINATE PLUMBING TO PROVIDE UNOBSTRUCTED ACCESS TO ABOVE CEILING MECHANICAL EQUIPMENT INCLUDING, BUT NOT LIMITED TO, DAMPERS, VALVES AND VAV BOXES. 10. REFER TO HVAC PLANS FOR BUILDING SECTION LOCATIONS AND DETAILS 11. PROVIDE TRAP PRIMER CONNECTION TO ALL FLOOR DRAINS, FLOOR SINKS, AIR GAP FITTINGS AND OTHER TRAPS REQUIRING PROTECTION. 12. ROUTE CW PIPING FULL SIZE IN ALL PLUMBING CHASES. RM 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-41 51 OFFICE E (2"06) 441-0478 FAX n C P. 1231 NW HOYT ( SUITE 102 PtRTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC MIFTRIX E N G I N E E R S 725 POWELL AVE SW, SUITE 100 425-336-2822 RENTON, WA 98057 www.metrixeng.com fEdmonds SCHOOLIV DISTRICT EAch .- .A EDMONDS SCHOOL DISTRICT MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 MARK DATE DESCRIPTION ISSUE DATE: 09 JANUARY 2017 ISSUE: BUILDING PERMIT PROJECT No: 2015913.00 DRAWN BY- EO CHECKED BY: BB COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" A FIRST FLOOR PLUMBING PLAN - ZONE D V FIRST FLOOR PLUMBING PLAN - ZONE D. 1/8" = 1'-01, 2 3 In 5 M i 2 3 5 0 MR I:4 FBI C 1.9 0 1. ALL PENETRATIONS THROUGH THE AIR BARRIER SHALL BE WATER TIGHT AND AIR TIGHT. 2. SEE ARCHITECTURAL DRAWINGS FOR PLUMBING FIXTURE MOUNTING HEIGHTS. 3. PROVIDE A WALL CLEANOUT AT EACH LAVATORY & SINK. 4. PROVIDE INDEPENDENT ISOLATION FOR EACH HOSE BIBB & TOILET ROOM AS SHOWN ON DRAWINGS. 5. LOCATE ISOLATION VALVES ABOVE LAY -IN CEILING AT ALL LOCATIONS AS POSSIBLE. PROVIDE ACCESS ACCESS PANEL TO ISOLATION VALVES WHERE LOCATED ABOVE HARD LID CEILING. 6. PROVIDE ACCESS PANEL IN WALL FOR WATER HAMMER ARRESTORS. 7. LOOP HW PIPING ON PLANS AS SHOWN TO NEAR LAVATORY FIXTURES, IN LIEU OF RECIRCULATION LOOP, TO PROVIDE NEGLIGIBLE WAIT TIME FOR HOT WATER. 8. PROVIDE MULTIPLE OFFSETS IN PIPING WHERE STRUCTURE AND PIPING WITHIN WALL CONFLICT. OFFSET PIPING WITHIN CABINETRY TIGHT TO WALL AND BACK INTO WALL ONCE BEYOND STRUCTURE. REFER TO STRUCTURAL DRAWINGS. 9. COORDINATE PLUMBING TO PROVIDE UNOBSTRUCTED ACCESS TO ABOVE CEILING MECHANICAL EQUIPMENT INCLUDING, BUT NOT LIMITED TO, DAMPERS, VALVES AND VAV BOXES. 10. REFER TO HVAC PLANS FOR BUILDING SECTION LOCATIONS AND DETAILS 11. PROVIDE TRAP PRIMER CONNECTION TO ALL FLOOR DRAINS, FLOOR SINKS, AIR GAP FITTINGS AND OTHER TRAPS REQUIRING PROTECTION. 12. ROUTE CW PIPING FULL SIZE IN ALL PLUMBING CHASES. 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-41 51 OFFICE E (2"06) 441-0478 FAX n C 1.9 1231 NW HOYT ( SUITE 102 PtRTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC MIFTRIX E N G I N E E R S 725 POWELL AVE SW, SUITE 100 425-336-2822 RENTON, WA 98057 www.metrixeng.com fEdm o nds SCHOOLDISTRICT EAch .- EDMONDS SCHOOL DISTRICT MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 B MARK DATE DESCRIPTION ISSUE DATE: 09 JANUARY 2017 ISSUE: BUILDING PERMIT PROJECT No: 2015913.00 DRAWN BY- EO CHECKED BY: BB COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" A MECHANICAL LEVEL PLUMBING PLAN MECHANICAL LEVEL PLUMBING PLAN 1/8" = 1'-01, V 1 2 3 il 5 1.1 M=231 1 1 2 1 3 1 4 1 5 1 6 Ulm,": 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE E E (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 t 1A 2 23) 4 6 8 10I 12 1 PORTLAND OR 97209 (503) 2 24-403 2 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC I N I Al k V A 14 I'Li Va E N G I N E E It S 725 POWELL AVE SW SUITE 100 425-336-2822 A RENTON, WA 98057 www.metrixeng.com I Edmonds SCHOOL DISTRICT Each student learning, every day! D -/' i EDMONDS SCHOOL DISTRICT MADRONA SCHOOL (ESD) 9300 236TH ST. SW, EDMONDS, WA 98020 Ej C F H B ZONE KEYPLAN -(C ham MARK DATE DESCRIPTION ISSUE DATE: 09 JANUARY 2017 ISSUE: BUILDING PERMIT PROJECT NO: 2015913.00 DRAWN BY: EO CHECKED BY: BB COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" A FIRST FLOOR OVERALL HVAC FLOOR PLAN 1 1 2 1 3 1 4 1 5 1 5 I 0 I 4 6; SHEET NOTES D R A K 1. COORDINATE CLEAR AND MAINTAINABLE ACCESS TO ALL ABOVE CEILING EQUIPMENT. DASHED LINES REPRESENT MIN CLEAR AREA REQUIRED. 2. PROVIDE ACCESS DOORS IN DUCTWORK FOR ACCESS TO BACKDRAFT DAMPERS AND MOTORIZED DAMPERS AS REQUIRED. 3. SEE ARCHITECTURAL REFLECTED CEILING PLANS FOR LOCATIONS OF DIFFUSERS AND GRILLES. WHERE NOT SHOWN, COMPLY WITH THESE PLANS, 4. SEE ARCHITECTURAL INTERIOR ELEVATIONS FOR EXACT LOCATIONS OF SIDEWALL GRILLES, THERMOSTATS AND CO2 SENSORS. 5. LOCATE VAV BOXES AT ELEVATIONS ACCESSIBLE VIA A - FRAME LADDER BELOW CEILING. 6. GENERAL EXHAUST OF SPACES 100 CFM OR LESS IS MADE UP VIA TRANSFER UNDER DOOR TO ADJACENT SPACE. COORDINATE MIN 1/2" UNDERCUT WITH GO 7. PRIMARY AIR DUCT SIZE TO EACH SINGLE -DUCT AIR TERMINAL UNIT SHALL BE PER VAN SCHEDULES. PROVIDE TRANSITION AT TERMINAL UNIT INLET AS REQUIRED. 8. PLENUMS LOCATED BEHIND LOUVERS SHALL BE SIZED TO MATCH LOUVER SIZE UNLESS OTHERWISE NOTED. 9, PROVIDE ACCESS DOOR IN AIR PLENUM OR DUCTWORK LOCATED BEHIND LOUVERS FOR MOTORIZED DAMPER ACCESS. PROVIDE 24x24 ACCESS DOOR UNLESS OTHERWISE NOTED, 10. SEAL MECHANICAL LEVEL FLOOR PENETRATIONS WATER TIGHT- 11. MAINTAIN MINIMUM 6'-8"x3'-0" CLEAR PATHWAY THROUGH MECHANICAL ROOMS. FLAG NOTES 230900 SHALL PROVIDE EMERGENCY VENTILATION SHUTOFF SWITCH. 4"DIA EXHAUST DOWN TO DRYER CONNECTION. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. ROUTE UP TO PRE -FABRICATED SHEET METAL ROOF CAP (DRYERJACK WITH 4" COLLAR AND CURB OR APPROVED EQUAL). COORDINATE TERMINATION UP TO ROOF WITH ARCHITECT. TRANSITION SHEET METAL TO FLEXIBLE DIFFUSION OUTLET SYSTEM, PROVIDE HANGERS PER MANUFACTURER'S RECOMMENDATIONS. 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE ._ (206) 441-0478 FAX D is 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503)224-0918 FAX MAHLUM ARCHITECTS INC M ETRIX E N G I N E E R S 725 POWELL AVE SW SUITE 100 425-336-2822 RENTON, WA 98057 w Hrnetrixeng.com Edmonds SCHOOL DISTRICT Each student learning, every day! EDMONDS SCHOOL DISTRICT MADRONA SCHOOL (ESD) 9300 236TH ST. SW, EDMONDS, WA 98020 jBj:1 E+a m o2 oe MARK DATE ISSUE DATE: ISSUE: DESCRIPTION 09 JANUARY 2017 BUILDING PERMIT PROJECTM 2015913.00 DRAWN BY, EO CHECKED BY: BB COPYRIGHT MAHLUM ARCHITECTS, INC.2011 ORICINPtSHEET SIZE 30 ARE A FIRST FLOOR HVAC PLAN - ZONE A FIRST FLOOR HVAC PLAN - ZONE A SCALE118" 1 2 3 4 16 NORTH 4) M 321 � � � � � � � � co �� ����-|�/� x u_v��»�v o�»^� n �-�� MOTORIZED DAMPER TOCLOSE DURING MORNING VVAHM-UP. 23000OSHALL PROVIDE ZONE FLUSH OUT MUSHROOM TYPE ~— PURGE SWITCH. LOCATE PER ARCHITECT. PROVIDE CONNECTIONS TOTYPE || KITCHEN HOOD AND ~— DISHWASHER EXHAUST SUPPLIED BYOTHERS. SEE FOOD SERVICE DRAWINGS FOR ADDITIONAL INFORMATION. SSWELDED DISHWASHER EXHAUST DUCT SLOPED MIN 2% ~— TOWARD HOOD. ��K�U�U�-� ����-�|��� SHEET n NOTES �-�� 1COORDINATE CLEAR AND MAINTAINABLE ACCESS TOALL ABOVE CEILING EQUIPMENT. DASHED LINES REPRESENT MIN CLEAR AREA REQUIRED. 2. PROVIDE ACCESS DOORS |NDUCTWORK FOR ACCESS TO BACKDRAFTDAMPERS AND MOTORIZED DAMPERS AS REQUIRED. 3. SEE ARCHITECTURAL REFLECTED CEILING PLANS FOR LOCATIONS OFDIFFUSERS AND GRILLES. WHERE NOT SHOWN, COMPLY WITH THESE PLANS. 4. SEE ARCHITECTURAL INTERIOR ELEVATIONS FOR EXACT LOCATIONS OFS|DEVVALLGRILLES, THERMOSTATS AND CO2SENSORS. 5. LOCATE \6«VBOXES ATELEVATIONS ACCESSIBLE VIA A- FRAK4ELADDERBELOVVCE|L|NG. 6� GENERAL EXHAUST DFSPACES 1U0CFK8DRLESS |SMADE UPVIA TRANSFER UNDER DOOR TOADJACENT SPACE. COORDINATE MIN 1/2''UNDERCUT WITH GC. 7. PRIMARY AIR DUCT SIZE TOEACH SINGLE -DUCT AIR TERMINAL UNIT SHALL BEPER VAVSCHEDULES. PROVIDE TRANSITION ATTERMINAL UNIT INLET ASREQUIRED. 8. PLENUMS LOCATED BEHIND LOUVERS SHALL BESIZED TU MATCH LOUVER SIZE UNLESS OTHERWISE NOTED. A� PROVIDE ACCESS DOOR |NAIR PLENUM ORDUCTWORK LOCATED BEHIND LOUVERS FOR MOTORIZED DAMPER ACCESS. PROVIDE 24x24ACCESS DOOR UNLESS OTHERWISE NOTED. 10. SEAL MECHANICAL LEVEL FLOOR PENETRATIONS WATER TIGHT. 11. MAINTAIN MINIMUM O'-8^x3'-O''CLEAR PATHWAY THROUGH MECHANICAL ROOMS. 71 C{}LUM0A] FLOOR 4 SEATTLE VVA981O4 (206)441^4151 OFFICE E (206)441-0478 FAX 1231 NVVHOYT1SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503)224-0918 FAX M TRIX � �� �� K �� � � � �� � n � �� n x � � � n� ~" Y25POVVELLAVE SVV GUITE1UO 425-336-2822 Edmonds 1W SCHOOL DISTRICT Each student tearniog, every d EDMONDS SCHOOL DISTRICT ��������y`A��| /���\ wm�/xw/�n��//���\���/ MARK DATE ISSUE DATE: DESCRIPTION 09jANUARY 2017 BUILDING PERMIT PROJECT NO: 2015913.00 DRAWN BY: EO CHECKED BY: BB COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: w"x4r FIRST FLOOR HVAC PLAN - ZONE B FIRST��U������ FLOOR �� PLAN �'������ �� o x �_^��v�vm'� n nYf���� u-u_��w� - �_v�«u��_ �� SCALE: 1/8"=1'-0^ 1 1 2 1 3 1 4 1 5 1 6 NORTH 2 | 3 | 4 | 5 | 6 � � _ ��K�1��� U���-U��� SHEET n NOTES u_�� 1. COORDINATE CLEAR AND MAINTAINABLE ACCESS TO ALL ABOVE CEILING EQUIPMENT. DASHED LINES REPRESENT MIN CLEAR AREA REQUIRED. 2. PROVIDE ACCESS DOORS |NDUCTWORK FOR ACCESS TO BACKDRAFTDAMPERS AND MOTORIZED DAMPERS AS REQUIRED. 3. SEE ARCHITECTURAL REFLECTED CEILING PLANS FOR LOCATIONS OFDIFFUSERS AND GRILLES. WHERE NOT SHOWN, COMPLY WITH THESE PLANS. 4. SEE ARCHITECTURAL INTERIOR ELEVATIONS FOR EXACT LOCATIONS OFS|OEVVALLGRILLES, THERMOSTATS AND CO2SENSORS. 5. LOCATE \84/BOXES ATELEVATIONS ACCESSIBLE VIA A, FRAMELADOERBELOVYCBL|NG. 8. GENERAL EXHAUST OFSPACES 1UOCFMORLESS |SMADE UPVIA TRANSFER UNDER DOOR TOADJACENT SPACE. COORDINATE MIN 1/2''UNDERCUT WITH GC. 7. PRIMARY AIR DUCT SIZE TDEACH SINGLE -DUCT AIR TERMINAL UNIT SHALL BEPER \AVSCHEDULES. PROVIDE TRANSITION ATTERMINAL UNIT INLET ASREQUIRED. 8. PLENUMS LOCATED BEHIND LOUVERS SHALL RESIZED TO MATCH LOUVER SIZE UNLESS OTHERWISE NOTED. Q. PROVIDE ACCESS DOOR |NAIR PLENUM ORDUCTWORK LOCATED BEHIND LOUVERS FOR MOTORIZED DAMPER ACCESS. PROVIDE 24x24ACCESS DOOR UNLESS OTHERWISE NOTED. 10� SEAL MECHANICAL LEVEL FLOOR PENETRATIONS WATER TIGHT. 11. MAINTAIN MINIMUM 8'-8^x3'-0"CLEAR PATHWAY THROUGH MECHANICAL ROOMS. �� ����-U��� FLAG NOTES �_�� MOTORIZED DAMPER TOCLOSE DURING MORNING VVARM- ~- UP. 71 C{}LUM0A] FLOOR 4 SEATTLE VVA981O4 (206)441^4151 OFFICE E (206)441-0478 FAX 1231 NVVHOYT1SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503)224-0918 FAX M TRIX � �� �� K �� � � � �� � n � �� n x � � � n� ~" Y25POVVELLAVE SVV GUITE1UO 425-336-2822 Edmonds W SCHOOL DISTRICT Each student tearnlog, every d EDMONDS SCHOOL DISTRICT ��������y`A��| /���\ wm�/xw/�n��//���\���/ B ou MARK DATE ISSUE DATE: DESCRIPTION 09jANUARY 2017 BUILDING PERMIT PROJECT NO: 2015913.00 DRAWN BY: EO CHECKED BY: BB COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: w"x4r FIRST FLOOR HVAC PLAN - ZONE FIRST��U��K��� FLOOR �� PLAN ��x~����� �� n n u-»^�v^�n'� n n `���k�� m- u_x~xn� � �_v��n��_ �� NORTH N co 1 ! t' i 3 1 (' t f,. 1 / M-323 FIRST FLOOR HVAC PLAN - ZONE D SCALE: 1/8" = V-0" 1 1 1 I _i C .i L������� X m N 96" 70 30"x20° �I 11 i� y 50"x20" 30"x14" 26"x12" 7 'E 9 1 30"x12" 36"x12" 12"x12" EXH UP TO EF-17 26"x12" H 80"x40" 6640 70"x16"— _7 -1 40"x30"- i 2 M-5 T I 71 COLUMBIA I FLOOR SEATTLE WA 98104 (206) 441-41 1 OFFICE E (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 9 209 (503) 2 24-403 2 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC M TRIX E N G I N E E R S 725 POWELL AVE SW SUITE 100 425-336-2822 RENTON, WA 98057 www.metrixeng.com • Edmonds 48" � • O•DISTRICT studentEach every .. © • ••1 �_ I ••i � • EDMONDS SCHOOL DISTRICT 3 oil wo 0- �,' gi .r 0 I MOTORIZED DAMPER TO CLOSE DURING MORNING WARM- 1. COORDINATE CLEAR AND MAINTAINABLE ACCESS TO ALL UP. ABOVE CEILING EQUIPMENT. DASHED LINES REPRESENT MIN CLEAR AREA REQUIRED. LOCATE RETURN AIR GRILLE FLUSH WITHIN SKYLIGHT WELL. 2. PROVIDE ACCESS DOORS IN DUCTWORK FOR ACCESS TO COORDINATE WITH ARCHITECT FOR FINAL LOCATION. BACKDRAFT DAMPERS AND MOTORIZED DAMPERS AS REQUIRED. 3. SEE ARCHITECTURAL REFLECTED CEILING PLANS FOR S G O L OC ATION S O F DIFFUERS AND RILLESWHERE N T . SHOWN, COMPLY WITH THESE PLANS. 4. SEE ARCHITECTURAL INTERIOR ELEVATIONS FOR EXACT LOCATIONS OF SIDEWALL GRILLES, THERMOSTATS AND CO2 SENSORS. 5. LOCATE VAV BOXES AT ELEVATIONS ACCESSIBLE VIA A - FRAME LADDER BELOW CEILING --. 6. GENERAL EXHAUST OF SPACES 100 CFM OR LESS IS MADE MARK DATE DESCRIPTION 4 ` UP VIA TRANSFER UNDER DOOR TO ADJACENT SPACE. , COORDINATE MIN 1/2" UNDERCUT WITH GC. 7. PRIMARY AIR DUCT SIZE TO EACH SINGLE -DUCT AIR ISSUE DATE: 09 JANUARY 2017 TERMINAL UNIT SHALL BE PER VAV SCHEDULES. PROVIDE TRANSITION AT TERMINAL UNIT INLET AS REQUIRED. ISSUE: BUILDING PERMIT 8. PLENUMS LOCATED BEHIND LOUVERS SHALL BE SIZED TO MATCH LOUVER SIZE UNLESS OTHERWISE NOTED. 9. PROVIDE ACCESS DOOR IN AIR PLENUM OR DUCTWORK LOCATED BEHIND LOUVERS FOR MOTORIZED DAMPER PROJECT NO: 2015913.00 ACCESS. PROVIDE 24x24 ACCESS DOOR UNLESS OTHERWISE NOTED. DRAWN BY: EO CHECKED BY: BB 10. SEAL MECHANICAL LEVEL FLOOR PENETRATIONS WATER TIGHT. COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE:30"x42" 11. MAINTAIN MINIMUM 6'-8"x3'-0" CLEAR PATHWAY THROUGH MECHANICAL ROOMS. FIRST FLOOR HVAC PLAN - ZONE D 1 NORTH M=324 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX M TRIX E N G I N E E It S 725 POWELL AVE SW SUITE 100 425-336-2822 RENTON, WA 98057 www.metrixeng.com Edmonds 1W SCHOOL DISTPICT Each student tearniog, every d EDMONDS SCHOOL DISTRICT MADRONA SCHOOL (ESD) MARK DATE DESCRIPTION ISSUE DATE: 09 JANUARY 2017 ISSUE: BUILDING PERMIT PROJECT NO: 2015913.00 DRAWN BY: Author CHECKED BY: Checker COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" MECHANICAL LEVEL HVAC PLAN M-331 E 2 1 3 1 4 I 5 1 6 1:4 FBI C N. I A mdhlum 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE E (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (5 03) 2 24-4032 OFFICE (5 03) 2 24-0918 FAX MAHLUM ARCHITECTS INC FBI C MIFTRIX E N G I N E E R S 725 POWELL AVE SW, SUITE 100 425-336-2822 RENTON, WA 98057 www.metrixeng.com Uff.Ty.Q.0 425 6 FIB Edmonds SCHOOL DISTRICT Each student learning, every day! EDMONDS SCHOOL DISTRICT MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 312MOdIl WL Dl D2 D3 B ZONE KEYPLAN MARK DATE DESCRIPTION ISSUE DATE: 09 JANUARY 2017 ISSUE: BUILDING PERMIT PROJECT No: 2015913.00 DRAWN BY- EO CHECKED BY: BB COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" A FIRST FLOOR HVAC PIPING PLAN - ZONE A V FIRST FLOOR HVAC PIPING PLAN - ZONE A 1/8" = 11-01, 1 1 2 3 1 4 1 5 1 6 M-421 E 2 3 5 w GENERAL NOTES: 1:4 FBI c 1.9 A3 Mi—I 1. DO NOT ROUTE HVAC PIPING IN FRONT OF EQUIPMENT. ROUTE TO MAINTAIN ACCESS TO FILTERS, FAN SECTIONS AND COIL HOSE KITS. COORDINATE UNITS ABOVE CEILING TO PROVIDE UNOBSTRUCTED ACCESS. 2. PROVIDE AUTOMATIC AIR VENT AT HIGH POINT OF EACH HVAC PIPING SYSTEM. PIPING SHALL GRADE TO LOW POINTS. PROVIDE HOSE END DRAIN VALVES AT THE BOTTOM OF RISERS AND LOW POINTS. 3. REFER TO PLUMBING PLANS FOR CONDENSATE PIPE ROUTING. lo - - - - - — — — — — -- AEll — = - . ......... .. .... ..... ......... .. .......... ..... . ..................... .. .... . r ..... ........ .. ............. . ... coml Lzlff MUSIC HALLWAY S' 10 F F, RISER OFF�CE CUST 127 125A STOR 130 124D CUSTODIAL I ECH RECIEVING 129 '126 PRACTICE 124C T L'Ir. K'l L. N 1. 1-1/2"DTS/R 'lJ,-2Al lo BOILEIRWECH ORCH BAND RF-105 125 1 123 121 L — — — — — — — — — — — — — — — — — — — — — — ------ AlAL1,',,AN PRACTICE FREEZER 6"DTS/R LV 1/2"DTS/R 4"DTS/R 121 B DRY STOR 11 7B 'I 17A ------------ 4" SERVERY 140 1 15A 1 EE TLT G1 EEN KITC EN MDF 135 R� OM PRACTICE p I 33B ITC '12"A IV/, 131 B EA) V RF-1 07 01 .. .. .. ... .. .. .. FiALLWAY 6"DTS/R MUSIC —6"DTS/R 120 ......... 7' !NST STC R 124 COMMONS TLT TLT 115 . ................ . 7-1.11-1-1-1- "i I 8c I 18B 11 8A M - — - — ----------------------..... ... ... ....... .. Sl flR is OMMU�,,IITY CGYM TLT STOR OFF�CE " ..I. 6 114 113 l'] 3A PE STORAGE MSC UI 4"DTS/R UP TO '10 7B '122 MECH MEZ z ro D 1011317 Ej 4"DTS/R ININSUL41ED� MR 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE E (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (5 03) 2 24-4032 OFFICE IS 03) 2 24-0918 FAX FBI c 1.9 A INK 1091 A will 110lawil 102 1110syk MIFTRIX E N G I N E E It S 725 POWELL AVE SIN, SUITE 100 425-336-2822 RENTON, WA 98057 www.metrixeng.com � Edmonds SCHOOL DISTRICT EA h stade� t 164rni 9:�OV6 dAy! EDMONDS SCHOOL DISTRICT MADRONA SCHOOL REPLACEMENT MARK DATE DESCRIPTION ISSUE DATE: 09 JANUARY 2017 ISSUE: BUILDING PERMIT PROJECT No: 2015913.00 DRAWN BY- EO CHECKED BY: BB COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" A FIRST FLOOR HVAC PIPING PLAN - ZONE B FIRST FLOOR HVAC PIPING PLAN - ZONE B. 1/8" = 11-01, 2 3 2 5 1.1 M-422 I 2 3 I 5 N GENERAL NOTES: MCI ing C w a 1. DO NOT ROUTE HVAC PIPING IN FRONT OF EQUIPMENT. ROUTE TO MAINTAIN ACCESS TO FILTERS, FAN SECTIONS AND COIL HOSE KITS. COORDINATE UNITS ABOVE CEILING TO PROVIDE UNOBSTRUCTED ACCESS. 2. PROVIDE AUTOMATIC AIR VENT AT HIGH POINT OF EACH HVAC PIPING SYSTEM. PIPING SHALL GRADE TO LOW POINTS. PROVIDE HOSE END DRAIN VALVES AT THE BOTTOM OF RISERS AND LOW POINTS. 3. REFER TO PLUMBING PLANS FOR CONDENSATE PIPE ROUTING. 4. REFER TO DETAIL 10/M-902 FOR COIL CONNECTION DETAILS. RM 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-41 51 OFFICE E (2"06) 441-0478 FAX 1231 NW HOYT ( SUITE 102 PtRTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX n C P. MAHLUM ARCHITECTS INC MIFTRIX E N G I N E E R S 725 POWELL AVE SW, SUITE 100 425-336-2822 RENTON, WA 98057 www.metrixeng.com fEdmonds IV SCHOOL DISTRICT .A EDMONDS SCHOOL DISTRICT MADRONA SCHOOL REPLACEMENT MARK DATE DESCRIPTION ISSUE DATE: 09 JANUARY 2017 ISSUE: BUILDING PERMIT PROJECT No: 2015913.00 DRAWN BY- EO CHECKED BY: BB COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" A FIRST FLOOR HVAC PIPING PLAN - ZONE C V FIRST FLOOR HVAC PIPING PLAN - ZONE C 1/8" = 1'-01, I 2 3 In 5 N -"I I EA Y*.q i 2 3 GENERAL NOTES: 5 0 I:4 FBI C 1.9 0 1. DO NOT ROUTE HVAC PIPING IN FRONT OF EQUIPMENT. ROUTE TO MAINTAIN ACCESS TO FILTERS, FAN SECTIONS AND COIL HOSE KITS. COORDINATE UNITS ABOVE CEILING TO PROVIDE UNOBSTRUCTED ACCESS. 2. PROVIDE AUTOMATIC AIR VENT AT HIGH POINT OF EACH HVAC PIPING SYSTEM. PIPING SHALL GRADE TO LOW POINTS. PROVIDE HOSE END DRAIN VALVES AT THE BOTTOM OF RISERS AND LOW POINTS. 3. REFER TO PLUMBING PLANS FOR CONDENSATE PIPE ROUTING. 4. REFER TO DETAIL 10/M-902 FOR COIL CONNECTION DETAILS. RM 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-41 51 OFFICE E (2"06) 441-0478 FAX 1231 NW HOYT ( SUITE 102 PtRTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX irT,®l1091Arellcz r:rrl1021110snr MIFTRIX E N G I N E E R S 725 POWELL AVE SW, SUITE 100 425-336-2822 RENTON, WA 98057 www.metrixeng.com fEdmonds IV SCHOOL DISTRICT .A EDMONDS SCHOOL DISTRICT MADRONA SCHOOL REPLACEMENT C B A B ZONE KEYPLAN MARK DATE DESCRIPTION ISSUE DATE: 09 JANUARY 2017 ISSUE: BUILDING PERMIT PROJECT No: 2015913.00 DRAWN BY- EO CHECKED BY: BB COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" A FIRST FLOOR HVAC PIPING PLAN - ZONE D FIRST FLOOR HVAC PIPING PLAN - ZONE D 1/8" = 1'-01, V 1 2 3 il 5 1.1 -"I1EA nA 1 i 2 3 2 5 0 MR I:4 FBI C 1.9 0 OUGH WALL SEE M-601 GENERAL NOTES: 1. DO NOT ROUTE HVAC PIPING IN FRONT OF EQUIPMENT. ROUTE TO MAINTAIN ACCESS TO FILTERS, FAN SECTIONS AND COIL HOSE KITS. COORDINATE UNITS ABOVE CEILING TO PROVIDE UNOBSTRUCTED ACCESS. 2. PROVIDE AUTOMATIC AIR VENT AT HIGH POINT OF EACH HVAC PIPING SYSTEM. PIPING SHALL GRADE TO LOW POINTS. PROVIDE HOSE END DRAIN VALVES AT THE BOTTOM OF RISERS AND LOW POINTS. 3. REFER TO PLUMBING PLANS FOR CONDENSATE PIPE ROUTING. 4. REFER TO DETAIL 10/M-902 FOR COIL CONNECTION DETAILS. 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-41 51 OFFICE E (2"06) 441-0478 FAX 1231 NW HOYT ( SUITE 102 PtRTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX AINK 1091Awellcz r:rrl1021110snr MIFTRIX E N G I N E E R S 725 POWELL AVE SW, SUITE 100 425-336-2822 RENTON, WA 98057 www.metrixeng.com n fEdmonds IV SCHOOL DISTRICT .A EDMONDS SCHOOL DISTRICT MADRONA SCHOOL REPLACEMENT C B 1 A Dl D2 D3 B ZONE KEYPLAN MARK DATE DESCRIPTION ISSUE DATE: 09 JANUARY 2017 ISSUE: BUILDING PERMIT PROJECT No: 2015913.00 DRAWN BY- EO CHECKED BY: BB COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" A MECHANICAL LEVEL HVAC PIPING PLAN MECHANICAL LEVEL HVAC PIPING PLAN 1/8" = 1'-01, V 1 2 3 il 5 1.1 i 2 3 4 I 5 0 MR I:4 FBI 1.9 0 GENERAL NOTES: 1. PIPING NOT SHOWN IN ITS ENTIRETY FOR DWG CLARITY. COMPLY WITH RISER DIAGRAMS, DETAILS AND COORDINATED FLOOR PLAN POINTS OF CONNECTION. 2. DASHED LINES REPRESENT EQUIPMENT ACCESSIBILITY CLEARANCE REQUIREMENTS AT EQUIPMENT. 3. MAINTAIN MINIMUM 6'-8" CLEAR HEIGHT IN BOILER ROOM. 4. SPACE CONSTRAINTS REQUIRE STRONG ATTENTION TO DETAIL. CONTRACTOR MUST TAKE CARE IN LAYING OUT SYSTEM COMPONENTS AND INTER -CONNECTORS TO ENSURE MANUFACTURER RECOMMENDATIONS AND ADEQUATE MAINTENANCE ACCESS IS PROVIDED. 5. SEE MECHANICAL RISER DIAGRAM SHEET M-801 FOR DETAILED CONFIGURATION OF PIPING CONNECTIONS AND APPURTENANCES. 6. LOCATE HP, BOILER AND WATER HEATERS ON STRUCTURAL CONCRETE HOUSEKEEPING PADS. 7. REFER TO DETAILS FOR WATER HEATER PIPING REQUIREMENTS. 8. REPORTS ON ALL BOILERS AND VESSELS SUBJECT TO WASHINGTON STATE LABOR AND INDUSTRIES APPROVAL SHALL BE OBTAINED AND MADE AVAILABLE TO THE BUILDING DEPARTMENT PRIOR TO FINAL INSPECTIONS AND APPROVALS. FLAG NOTES: CHEMICAL FILTER/FEEDER. PROVIDE EMERGENCY BOILER SHUT-OFF SWITCH. ALL SWITCHES SHALL BE POWERED FROM DEDICATED CIR( BOILER POWER SHALL BE WIRED THROUGH SWITCHES. LABEL SWITCH. 4" STRUCTURAL CONCRETE HOUSEKEEPING PAD. REFER TO STRUCTURAL. 4� PROVIDE TRAP PRIMER WITH LOCKING STAINLESS STEEL ACCESS PANEL. SEE DETAILS FOR GAS WATER HEATER DETAIL. SEE DETAILS FOR KITCHEN GAS WATER HEATER DETAIL. PROVIDE CONDENSATE NEUTRALIZATION TANKS. 8� 3" 0 CPVC WATER HEATER COMBUSTION AIR AND FLUE UP TO CONCENTRIC VENT KIT. 8"0 BOILER COMBUSTION AIR INLET UP THROUGH ROOF. TERMINATE AT ROOF SNORKEL PER MANUFACTUREF INSTALLATION INSTRUCTIONS. D___> 12" 0 BOILER FLUE GAS VENT UP THROUGH ROOF. WE11 NI 1 V I I J 1 /4" = V-0" 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-41 51 OFFICE E (2"06) 441-0478 FAX n C 1.9 1231 NW HOYT ( SUITE 102 PtRTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC MIFTRIX E N G I N E E R S 725 POWELL AVE SW, SUITE 100 425-336-2822 RENTON, WA 98057 www.metrixeng.com f4 SCHOOLm I � Edm o Inds DISTRICT .- .w EDMONDS SCHOOL DISTRICT MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 B MARK DATE DESCRIPTION ISSUE DATE: 09 JANUARY 2017 ISSUE: BUILDING PERMIT PROJECT No: 2015913.00 DRAWN BY- EO CHECKED BY: BB COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" A ENLARGED MECHANICAL PLAN - BOILER ROOM V 1 2 3 il 5 1.1 1 1 2 1 3 4 I 5 1 6 I:4 FBI C 1.9 0 GENERAL NOTES: 1. DIVISION 22 SHALL PROVIDE PLUMBING ROUGH -IN, ACCESSORIES AND FINAL CONNECTION TO ALL EQUIPMENT FOR FULLY OPERATIONAL KITCHEN. 2. PROVIDE WALL CLEANOUT BELOW EACH LAVATORY & SINK. 3. PROVIDE ACCESS PANEL TO ISOLATION VALVES WHERE LOCATED ABOVE HARD LID CEILING. 4. PROVIDE ACCESS PANEL IN WALL FOR WATER HAMMER ARRESTORS. 5. LOOP HW PIPING ON PLANS AS SHOWN TO NEAR LAVATORY FIXTURES, IN LIEU OF RECIRCULATION LOOP, TO PROVIDE NEGLIGIBLE WAIT TIME FOR HOT WATER. 6. COORDINATE PLUMBING TO PROVIDE UNOBSTRUCTED ACCESS TO ABOVE CEILING MECHANICAL EQUIPMENT INCLUDING, BUT NOT LIMITED TO, DAMPERS, VALVES, FCU'S AND VAV BOXES. 7. REFER TO HVAC PLANS FOR BUILDING SECTION LOCATIONS AND DETAILS 8. PROVIDE TRAP PRIMER CONNECTION TO ALL FLOOR DRAINS, FLOOR SINKS, AIR GAP FITTINGS AND OTHER TRAPS REQUIRING PROTECTION. 9. FOR DETAIL ROUGH -IN OF KITCHEN EQUIPMENT AND KITCHEN EQUIPMENT SCHEDULES, REFER TO FOOD SERVICE PLANS. 10. PIPE INDIRECT WASTE LINES IN KITCHEN TO FLOOR SINKS FOR REQUIRED EQUIPMENT PER FOOD SERVICE PLANS. 11. LOCATE FLOOR SINKS PER FOOD SERVICE PLANS. INSTALL FLOOR SINKS WITH RIM FLUSH TO FLOOR. CONFIRM ACCEPTANCE WITH AHJ PRIOR TO INSTALL. 12. PROVIDE INDIVIDUAL FIXTURE WATER TEMPERING VALVE UNDER KITCHEN HAND SINKS. SEE DETAILS FOR FURTHER INFORMATION. 13. PROVIDE PEX PIPING FROM NEAREST TRAP PRIMER TO FLOOR DRAINS, FLOOR SINKS AND FUNNEL FLOOR DRAINS. PROVIDE RECESSED TRAP PRIMER WITH LOCKING STAINLESS STEEL ACCESS PANEL. SEE DETAIL X/M-90X FOR HW PIPING CONNECTION REQUIREMENTS TO KITCHEN DISHWASHER BOOSTER HEATER. 3 PROVIDE (1) HW RPBA FOR DISHWASHER. LOCATE RPBA AGAINST WALL IN AN ACCESSIBLE LOCATION. COORDINATE FINAL LOCATION OF RPBA WITH FOOD SERVICE CONSULTANT PRIOR TO INSTALL. PROVIDE (1) CW RPBA & (1) HW RPBA FOR HOSE REEL/WASTE COLLECTOR FURNISHED BY DIV. 114000, INSTALLED BY DIV. 22. STACK RPBA'S AGAINST WALL IN AN ACCESSIBLE LOCATION. COORDINATE FINAL LOCATION OF RPBA'S WITH FOOD SERVICE CONSULTANT PRIOR TO INSTALL. 5 PROVIDE APPROVED ATMOSPHERIC VACUUM BREAKER AT PRE -RINSE FAUCET. ROUTE HW/HWC DN TO HAND SINK FOR INSTANTANEOUS HOT WATER. ROUTE CONDENSATE IN AIRSPACE BEHIND FREEZER. PROVIDE HEAT TRACE FOR PORTION OF CONDENSATE LINES WITHIN FREEZER. PROVIDE EMERGENCY GAS SHUT OFF SOLENOID VALVE. VALVE SHALL BE NORMALLY CLOSED. SOLENOID POWER SHALL BE WIRED THROUGH EMERGENCY GAS SHUT OFF SWITCHES. 1 V 1 1 J 1/4" = 1'-0" MR 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-41 51 OFFICE E (2"06) 441-0478 FAX n C 1231 NW HOYT ( SUITE 102 PtRTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC MIFTRIX E N G I N E E R S 725 POWELL AVE SW, SUITE 100 425-336-2822 RENTON, WA 98057 www.metrixeng.com fEdmonds SCHOOLIW DISTRICT EAch .- EDMONDS SCHOOL DISTRICT MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 B MARK DATE DESCRIPTION ISSUE DATE: 09 JANUARY 2017 ISSUE: BUILDING PERMIT PROJECT No: 2015913.00 DRAWN BY- EO CHECKED BY: BB COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" A ENLARGED MECHANICAL PLAN - KITCHEN V 1 2 3 il 5 1.1 i 2 3 4 I 5 0 1:4 FBI C 1.9 0 GENERAL NOTES: 1. ALL PENETRATIONS THROUGH THE AIR BARRIER SHALL BE WATER TIGHT AND AIR TIGHT. 2. SEE ARCHITECTURAL DRAWINGS FOR PLUMBING FIXTURE MOUNTING HEIGHTS. 3. PROVIDE A WALL CLEANOUT AT EACH LAVATORY & SINK. 4. PROVIDE INDEPENDENT ISOLATION FOR EACH HOSE BIBB & TOILET ROOM AS SHOWN ON DRAWINGS. 5. LOCATE ISOLATION VALVES ABOVE LAY -IN CEILING AT ALL LOCATIONS AS POSSIBLE. PROVIDE ACCESS ACCESS PANEL TO ISOLATION VALVES WHERE LOCATED ABOVE HARD LID CEILING. 6. PROVIDE ACCESS PANEL IN WALL FOR WATER HAMMER ARRESTORS. 7. LOOP HW PIPING ON PLANS AS SHOWN TO NEAR LAVATORY FIXTURES, IN LIEU OF RECIRCULATION LOOP, TO PROVIDE NEGLIGIBLE WAIT TIME FOR HOT WATER. 8. PROVIDE MULTIPLE OFFSETS IN PIPING WHERE STRUCTURE AND PIPING WITHIN WALL CONFLICT. OFFSET PIPING WITHIN CABINETRY TIGHT TO WALL AND BACK INTO WALL ONCE BEYOND STRUCTURE. REFER TO STRUCTURAL DRAWINGS. 9. COORDINATE PLUMBING TO PROVIDE UNOBSTRUCTED ACCESS TO ABOVE CEILING MECHANICAL EQUIPMENT INCLUDING, BUT NOT LIMITED TO, DAMPERS, VALVES AND VAV BOXES. 10. REFER TO HVAC PLANS FOR BUILDING SECTION LOCATIONS AND DETAILS 11. PROVIDE TRAP PRIMER CONNECTION TO ALL FLOOR DRAINS, FLOOR SINKS, AIR GAP FITTINGS AND OTHER TRAPS REQUIRING PROTECTION. 12. ROUTE CW PIPING FULL SIZE IN ALL PLUMBING CHASES. ENLARGED PLUMBING PLAN -ACTIVITIES RESTROOM MR 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-41 51 OFFICE E (2"06) 441-0478 FAX n C 1.9 1231 NW HOYT ( SUITE 102 PtRTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC MIFTRIX E N G I N E E R S 725 POWELL AVE SW, SUITE 100 425-336-2822 RENTON, WA 98057 www.metrixeng.com fEdmonds SCHOOLIV ! EAch .- EDMONDS SCHOOL DISTRICT MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 B MARK DATE DESCRIPTION ISSUE DATE: 09 JANUARY 2017 ISSUE: BUILDING PERMIT PROJECT No: 2015913.00 DRAWN BY- EO CHECKED BY: BB COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" A ENLARGED PLUMBING PLAN PLAN -ACTIVITIES RESTROOM V 1 2 3 V I I J 1 /4" = 1'-0" il 5 1.1 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX M TRIX E N G I N E E It S 725 POWELL AVE SW SUITE 100 425-336-2822 RENTON, WA 98057 www.metrixeng.com Edmonds 1W SCHOOL DISMICT Each student tearniog, every d EDMONDS SCHOOL DISTRICT MADRONA SCHOOL (ESD) MARK DATE DESCRIPTION ISSUE DATE: 09 JANUARY 2017 ISSUE: BUILDING PERMIT PROJECT NO: 2015913.00 DRAWN BY: EO CHECKED BY: BB COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" LT, I ; M M T-11,111 I E; fj W*i *1 Eel M M-504 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX M TRIX E N G I N E E It S 725 POWELL AVE SW SUITE 100 425-336-2822 RENTON, WA 98057 www.metrixeng.com Edmonds 1W SCHOOL DISMICT Each student tearniog, every d EDMONDS SCHOOL DISTRICT MADRONA SCHOOL (ESD) MARK DATE DESCRIPTION ISSUE DATE: 09 JANUARY 2017 ISSUE: BUILDING PERMIT PROJECT NO: 2015913.00 DRAWN BY: Author CHECKED BY: Checker COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" LT, I ; M M T-11,111 I E; fj W*i *1 Eel M M-505 E 2 3 M 5 0 I:4 FBI C N. A V mdhlum 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-41 51 OFFICE E (2"06) 441-0478 FAX 1231 NW HOYT ( SUITE 102 PtRTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC C MIFTRIX E N G I N E E R S 725 POWELL AVE SW, SUITE 100 425-336-2822 RENTON, WA 98057 www.metrixeng.com U.Q.0 FIB Edmonds SCHOOL DISTRICT` Each student learning, every day! EDMONDS SCHOOL DISTRICT MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 MARK DATE DESCRIPTION ISSUE DATE: 09 JANUARY 2017 ISSUE: BUILDING PERMIT 2015913.00 XW ' CHECKED BY: BB COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" A MECHANICAL ROOF PLAN MECHANICAL ROOF PLAN 1/16" = V-0" M=601 1 2 3 4 5 6 I 2 3 I 5 FLAG NOTES: w GENERAL NOTES: Icl FBI C 0 MAINTAIN MINIMUM 6-8" CLEAR TO BOTTOM OF SPRINKLER PIPING AT MECHANICAL ROOM FOR MAINTENANCE ACCESS. PROVIDE SPRINKLER HEAD GUARDS. PROVIDE DRY SPRINKLER HEADS IN VESTIBULES. [3�> DIRECT BURY FIRE SPRINKLER PIPING AS SHOWN ON PLANS TO EACH LEARNING POD. COORDINATE ROUTING WITH OTHER TRADES AND UTILITIES. 4 PROVIDE SIDEWALL COVERAGE UNDER STAIRS. ROUTE VERTICAL PIPE CONCEALED IN WALL. COORDINATE WITH STRUCTURE. 5�� PROVIDE HIGH TEMPERATURE HEADS THIS AREA. (6 ' EXPOSED PIPING THIS AREA. COORDINATE WITH 1. FIRE SPRINKLER SYSTEM IS A PERFORMANCE SPECIFICATION. CONTRACTOR IS RESPONSIBLE FOR FULLY COMPLIANT SYSTEM DESIGN AND INSTALL. 2. DIAGRAMMATIC ROUTING OF CONCEALED PIPING SHOWN IS FOR REFERENCE ONLY. FIRE SPRINKLER CONTRACTOR SHALL COORDINATE ROUTING WITH OTHER TRADES; PROVIDE PIPE OFFSETS AND COVERAGE AS REQUIRED. PIPING AND HEAD LOCATIONS SHALL NOT OBSTRUCT ACCESS TO MECHANICAL EQUIPMENT IN ATTICS OR ABOVE CEILINGS. 3. PROVIDE SPRINKLER PROTECTION FOR ALL AREAS OF THE BUILDING INCLUDING VOID SPACES, CEILING SPACES, ATTIC SPACES, ETC. EXCEEDING NFPA 13 REQUIREMENTS. 4. SPRINKLER SYSTEM SHALL COMPLY WITH REQUIREMENTS OF PNeRA) S)MNll"S=T MA.GE WITH C }O�N�CCEALED DRY � 5. R H ��fUT T��1P IT'FIMblSl VC7ib S�ffdgfjjApCIPLINES PRIOR TO INSTALLATION. HVAC WORK SHALL TAKE PRECEDENCE. SPRINKLER PIPING INSTALLED OB(�Sfi1B1�21'��'I®'p4E�-1�tJIC�/O�KJ�da'H'tPm 44bU64WRED. SEE MECH DWGS FOR FURTHER INFORMATION. 6. FIRE SPRINKLER CONTRACTOR SHALL PROVIDE COMPLETE SHOP DRAWINGS TO THE ARCHITECT FOR APPROVAL PRIOR TO SUBMITTING TO THE JURISDICTION. 7. THERE SHALL BE NO EXPOSED PIPING IN OCCUPIED SPACES EXCEPT WHERE INDICATED ON THESE DRAWINGS. 8. ALL EXPOSED SPRINKLER PIPING SHALL BE REVIEWED AND APPROVED BY THE ARCHITECT PRIOR TO INSTALLATION. THERE SHALL BE NO EXPOSED PIPING IN OCCUPIED FINISHED QDA('CQ i Inn CQQ ADDDn\/C:n QV AD/'UlTC!'T QDDInII/I CD REINSTALLATION AT NO COST. 9. PROVIDE SEISMIC FLEXIBLE PIPE CONNECTIONS TO SPRINKLER HEADS IN CEILINGS. 10. SEMI -RECESSED SPRINKLER HEADS ARE NOT ALLOWED EXCEPT AT EXPOSED AREAS. ALL OTHER SPRINKLER HEADS SHALL BE CONCEALED. 11. SEE DIV 21 SPECIFICATIONS FOR DESIGN GUIDELINES. 12. PIPING SHALL NOT BE ROUTED ABOVE EQUIPMENT IN IDF OR MDF ROOMS. v/ " v i_ U I V I v I L. 14. EXTERIOR BUILDING OVERHANGS LESS THAN 4'-0" DO NOT REQUIRE SPRINKLER PROTECTION. 16. MAINTAIN FIRE AND SMOKE RATINGS OF WALLS. RM 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-41 51 OFFICE E (2"06) 441-0478 FAX n C P. 1231 NW HOYT ( SUITE 102 PtRTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC MIFTRIX E N G I N E E R S 725 POWELL AVE SW, SUITE 100 425-336-2822 RENTON, WA 98057 www.metrixeng.com fEdmonds SCHOOLIFF DISTRICT sfddi-ht SCHOOL DISTRICT MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 MARK DATE DESCRIPTION ISSUE DATE: 09 JANUARY 2017 ISSUE: BUILDING PERMIT PROJECT No: 2015913.00 DRAWN BY- EO CHECKED BY: BB COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42' A FIRST FLOOR FIRE SPRINKLER PLAN V FIRST FLOOR FIRE SPRINKLER PLAN 1/16" = V-0" 2 3 In 5 M i 2 3 5 0 MR I:4 FBI C 1.9 0 GENERAL NOTES: 1. FIRE SPRINKLER SYSTEM IS A PERFORMANCE SPECIFICATION. CONTRACTOR IS RESPONSIBLE FOR FULLY COMPLIANT SYSTEM DESIGN AND INSTALL. 2. DIAGRAMMATIC ROUTING OF CONCEALED PIPING SHOWN IS FOR REFERENCE ONLY. FIRE SPRINKLER CONTRACTOR SHALL COORDINATE ROUTING WITH OTHER TRADES; PROVIDE PIPE OFFSETS AND COVERAGE AS REQUIRED. PIPING AND HEAD LOCATIONS SHALL NOT OBSTRUCT ACCESS TO MECHANICAL EQUIPMENT IN ATTICS OR ABOVE CEILINGS. 3. PROVIDE SPRINKLER PROTECTION FOR ALL AREAS OF THE BUILDING INCLUDING VOID SPACES, CEILING SPACES, ATTIC SPACES, ETC. EXCEEDING NFPA 13 REQUIREMENTS. 4. SPRINKLER SYSTEM SHALL COMPLY WITH REQUIREMENTS OF NFPA 13 AND JURISDICTION. 5. SPRINKLER CONTRACTOR SHALL COORDINATE WITH ALL OTHER DISCIPLINES PRIOR TO INSTALLATION. HVAC WORK SHALL TAKE PRECEDENCE. SPRINKLER PIPING INSTALLED WITHOUT PROPER COORDINATION SHALL BE SUBJECT TO REMOVAL AND REINSTALLATION AT NO COST. 6. FIRE SPRINKLER CONTRACTOR SHALL PROVIDE COMPLETE SHOP DRAWINGS TO THE ARCHITECT FOR APPROVAL PRIOR TO SUBMITTING TO THE JURISDICTION. 7. THERE SHALL BE NO EXPOSED PIPING IN OCCUPIED SPACES EXCEPT WHERE INDICATED ON THESE DRAWINGS. 8. ALL EXPOSED SPRINKLER PIPING SHALL BE REVIEWED AND APPROVED BY THE ARCHITECT PRIOR TO INSTALLATION. THERE SHALL BE NO EXPOSED PIPING IN OCCUPIED FINISHED SPACES UNLESS APPROVED BY ARCHITECT. SPRINKLER PIPING INSTALLED WITHOUT PROPER COORDINATION AND APPROVAL SHALL BE SUBJECT TO REMOVAL AND REINSTALLATION AT NO COST. 9. PROVIDE SEISMIC FLEXIBLE PIPE CONNECTIONS TO SPRINKLER HEADS IN CEILINGS. 10. SEMI -RECESSED SPRINKLER HEADS ARE NOT ALLOWED EXCEPT AT EXPOSED AREAS. ALL OTHER SPRINKLER HEADS SHALL BE CONCEALED. 11. SEE DIV 21 SPECIFICATIONS FOR DESIGN GUIDELINES. 12. PIPING SHALL NOT BE ROUTED ABOVE EQUIPMENT IN OF OR MDF ROOMS. 13. FIRE DEPARTMENT CONNECTION AND POST INDICATOR VALVE BY CIVIL. 14. EXTERIOR BUILDING OVERHANGS LESS THAN 4'-0" DO NOT REQUIRE SPRINKLER PROTECTION. 15. PROVIDE TRI-FLEX FLEXIBLE SEISMIC LOOPS AT SEISMIC JOINTS. 16. MAINTAIN FIRE AND SMOKE RATINGS OF WALLS. FLAG NOTES: MAINTAIN MINIMUM 6-8" CLEAR TO BOTTOM OF SPRINKLER PIPING AT MECHANICAL ROOM FOR MAINTENANCE ACCESS. PROVIDE SPRINKLER HEAD GUARDS. [2�> EXPOSED PIPING THIS AREA. COORDINATE WITH ARCHITECT. 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-41 51 OFFICE E (2"06) 441-0478 FAX n C 1.9 1231 NW HOYT ( SUITE 102 PtRTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC MIFTRIX E N G I N E E R S 725 POWELL AVE SW, SUITE 100 425-336-2822 RENTON, WA 98057 www.metrixeng.com fEdm o nds 1W 54;;HOOL DISTRICT sfddi-ht SCHOOL DISTRICT MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 B MARK DATE DESCRIPTION ISSUE DATE: 09 JANUARY 2017 ISSUE: BUILDING PERMIT PROJECT No: 2015913.00 DRAWN BY- EO CHECKED BY: BB COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" A MECHANICAL LEVEL FIRE SPRINKLER PLAN MECHANICAL LEVEL FIRE SPRINKLER PLAN 1/8" = 1'-0" V 1 2 3 il 5 1.1 2 3 5 0 MR I� FBI C 1.9 A OUTSIDE BOILER ROOM PROVIDE HEAT PUMP, EQUIPMENT AND APPURTENANCES SHOWN IN DASHED BORDER OUTLINE UNDER ALTERNATE # 01 r— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —I MAX 18" PUMP 3„ _ J 1 1 MAX 18" 1 I I � � 1 1 1 1 1 I 3 5 I 1 ' DP 1 WATER -TO -AIR HEAT PUMP 1 24 1 (LOCATED IN SERVICE YARD) 1 ---- ------ --- --------� 1 a --------------------I GENERAL NOTES 1. SEISMICALLY SECURE EQUIPMENT TO HOUSEKEEPING PAD AND/OR BUILDING STRUCTURE. 2. EQUIPMENT & APPURTENANCES SHOWN ON THIS SHEET SHALL BE LOCATED IN MECHANICAL BOILER ROOM. 3. SYSTEM PROVIDES FOR FULLY REDUNDANT HEATING WATER PUMPING. 4. RISER DIAGRAM PROVIDED FOR ROUTING AND DEVICE INSTALLATION LOCATION REQUIREMENTS ONLY. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ROUTING AND CONNECTION TO EQUIPMENT AT LOCATIONS SHOWN ON PLANS. INSTALL PER MANUFACTURER'S RECOMMENDATIONS MAINTAINING ALL REQUIRED WORKING/CLEARANCE REQUIREMENTS. MAINTAIN MINIMUM 6'-8" HEAD CLEARANCE ACCESS PATHWAY. 5. FOR BASE MOUNTED PUMPS, DO NOT ATTACH VIBRATION ISOLATORS DIRECTLY TO PUMP BASE. PROVIDE VIBRATION ISOLATION EQUIPMENT BASE BETWEEN ISOLATORS AND PUMP BASE. PUMP BASE SHALL BE ANCHORED TO VIBRATION ISOLATION BASE. PUMP 3 T H 5 4" b7 O► ■ TTn A •d • .` • A. 5 15 FLAG NOTES PROVIDE MANUFACTURER REQUIRED STRAIGHT PIPE LENGTH UPSTREAM AND DOWNSTREAM OF FLOW METER. 2� PROVIDE HOSE CONNECTION WITH VACUUM BREAKER. LOCATE WITHIN 5-0" OF AGF-01. PROVIDE RELIEF VALVE AT 75 PSIG. PROVIDE BYPASS CHEMICAL FILTER FEEDER. ROUTE FULL SIZE TO DRAIN. (TYPICAL) CHARGE EXPANSION TANK TO MAINTAIN A MINIMUM OF 4 PSI AT HIGH POINT OF SYSTEM. APPROXIMATELY 17 PSI. PROVIDE AUTOMATIC FLOW CONTROL VALVE SIZED AT 5 GPM. [8�> BOILER FLUE. SEE FLOOR PLANS. ROUTE TO NEAREST DOMESTIC COLD WATER PIPE. 10 SET SHUT-OFF VALVE TO OPEN POSITION AND REMOVE HANDLE PRIOR TO STARTING HOT WATER SYSTEM. 11 PROVIDE MANUFACTURER RECOMMENDED STRAIGHT PIPE AT DISCHARGE AND SUCTION OF PUMPS. BOILER 27 6" TTn ■ TT 15 -4" 5 15 u GLYCOL FEEDER •A • `A HYDRONIC WATER PIPING RISER DIAGRAM SCALE: NTS 12 PROVIDE VIBRATION ISOLATION REQUIRED BY SPECIFICATIONS. 13 PROVIDE SUCTION DIFFUSER ON INLET TO PUMP. 14 PROVIDE CONDENSATE NEUTRALIZATION TANK. ANCHOR TANK TO FLOOR AND FILL WITH WATER PRIOR TO BOILER FIRING. 15 PROVIDE CONDENSATE TRAP. 16 PROVIDE AUTOMATIC AIR VENT WITH VALVE BYPASS. (TYPICAL) 17 PROVIDE PULSE TYPE WATER METER. SEAMETRICS MJ SERIES OR APPROVED EQUAL. PROVIDE MONITORING OF METER BY BAS PER 230900 AND 230993. 18 PROVIDE DRAIN VALVE. ROUTE FULL SIZE TO NEAREST DRAIN. 19 PROVIDE SITE FLOW INDICATOR. 20 PROVIDE PUMP FLEX CONNECTION. 21 PROVIDE PRESSURE REDUCING VALVE. SET PRESSURE REDUCING VALVE TO MATCH EXPANSION TANK CHARGE. COORDINATE WITH ENGINEER. 22 PROVIDE HOUSEKEEPING PAD. MINIMUM 4" HIGH. 23 NC MANUAL BYPASS FOR SYSTEM FLUSHING. DO NOT SYSTEM FLUSH THROUGH HEAT PUMP. 5 AAV. 1" \ 4 IA►R/DIRT SEPARATORI 7 i 19 13 -1/2" D DRAIN VALVE WITH 3/4" HOSE THREAD OUTLET. 25 PROVIDE 60-MESH STRAINER PRIOR TO HEAT PUMP. 26 CONTROL CONDUIT. 27 SUPPLY TEMPERATURE HEADER SENSOR FOR BOILER CONTROLS. 28 PRESSURE SWITCH. 29 NORMALLY CLOSED MAKE-UP WATER VALVE. �/ 17 REDUCED PRESSURE BACKFLOW ASSEMBLY ROUTE TO NEAREST DRAIN —y" 9 6" 6" 6"-- 20 20 11 F PUMP 13 V 1-1/2" 6„ 20 11 r PUMP e • A •4A. — 6" DTR FROM BLDG DTS TO BLDG 67 ,V (EXPANSION TANKI C� 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-41 51 OFFICE E (2"06) 441-0478 FAX 1231 NW HOYT I SUITE 102 PtRTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC n C C MIFTRIX E N G I N E E R S 725 POWELL AVE SW, SUITE 100 425-336-2822 RENTON, WA 98057 www.metrixeng.com U."R FIB }s r 1.'V Edmonds SCHOOL DISTRICT` Each student learning, every day! EDMONDS SCHOOL DISTRICT MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 MARK DATE DESCRIPTION ISSUE DATE: 09 JANUARY 2017 ISSUE: BUILDING PERMIT PROJECT NO: 2015913.00 DRAWN BY- EO CHECKED BY: BB COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" A HYDRONIC WATER PIPING RISER DIAGRAM V 1 2 3 4 ( 5 6 1 ; � E 2 3 M 5 0 MR I:4 FBI C N. A w 1"G 177' 180MBH DOUBLE STACK CONVECTION OVENS, K-28 (2) 90 MBH KITCHEN GAS VTR 1 WATER HEATER WH-02 199 MBH BOILER RM 4"" a :::r GAS 1Tm WATER HEATER WH-01 199 MBH BOILER RM I:::r1 0,61.11 A 1 e3:l GAS VTR GAS SUB -METER FOR ENERGY USE BOILER B-01 METERING AS REQUIRED BY WSEC 1800 MBH BOILER RM NOTES: 1. REFER TO 12/M-902 FOR GAS CONNECTION TO EQUIPMENT DETAIL. 2. REFER TO 9/M-902 FOR MEDIUM TO LOW PRESSURE GAS REGULATOR DETAIL. 3. MPG PRESSURE IS 2 PSI AND G PRESSURE IS 14" WC. GAS RISER DIAGRAM SCALE: NONE 2"MPG 45' 4178 MBH I IG GAS SUB -METER FOR ENERGY USE METERING AS REQUIRED BY WSEC GAS VTR 1 "IN : MIN BUILDING INTERIOR BUILDING EXTERIOR EARTHQUAKE VALVE GAS METER PROVIDED BY UTILITY. COORDINATE WITH PULSE OUTPUT. 2 PSI GAS REGULATOR PROVIDED BY UTILITY SERVICE BY UTILITY LINE SHUT-OFF VALVE MIN 60 PSIG RATING 2 PSI GAS REGULATOR MIN 60 PSIG RATING 11 � 2 PSI INLET, 14"WC OUTLET 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-41 51 OFFICE E (2"06) 441-0478 FAX 1231 NW HOYT ( SUITE 102 PtRTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC n C C MIFTRIX E N G I N E E R S 725 POWELL AVE SW, SUITE 100 425-336-2822 RENTON, WA 98057 www.metrixeng.com FI) Edmonds `cr SCHOOL DISTRICT' Each student learning, every day! EDMONDS SCHOOL DISTRICT MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 MARK DATE DESCRIPTION ISSUE DATE: 09 JANUARY 2017 ISSUE: BUILDING PERMIT PROJECT No: 2015913.00 DRAWN BY- EO CHECKED BY: BB COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" A GAS RISER DIAGRAM a N N M M=802 O O N V 1 1 1 2 1 3 1 4 1 5 1 6 1 1 I 2 I 3 I 4 I 5 I 6 E D C B A SEALANT METAL ROOFING REFER TO PLANS FOR SIZE AND LOCATION — NOTE: MODIFY INSTALLATION TO MATCH ROOFING TYPE AND INSTALL PER MANUFACTURER'S INSTRUCTIONS TO BE WATER -TIGHT. PIPE THROUGH ROOF DETAIL ",—MAINTAIN INTACT MANUFACTURER'S RIB OR LIP AT TOP OF BOOT STAINLESS STEEL CLAMPING RING ,,—PRE-MOLDED EPDM OR RUBBER BOOT, INSTALLED PER MANUFACTURER'S INSTRUCTIONS —BASE FLASHING BY GENERAL CONTRACTOR �IN-SEAM SEALANT LAP SEALANT APPROX. 1 /2" REFER TO ARCHITECTURAL DRAWINGS FOR ROOF CONSTRUCTION. 1/4" GAP AROUND PERIMETER FILLED WITH ACOUSTICAL SEALANT (TYP BOTH SIDES) PIPE INSULATION (WHERE REQD) SHEET METAL ANGLE RING (MIN. 22 GA.) SECURE TO SLEEVE. BACKER ROD FIBERGLASS INSULATION w METAL STUD PIPE INSULATION (WHERE REQD) 1/4" GAP AROUND PERIMETER FILLED WITH ONE OR BOTH SIDES WHERE ACOUSTICAL SEALANT ESCUTCHEON PLATE ON (TYP BOTH SIDES) PIPING IS EXPOSED. GALVANIZED FLOOR PLATE WATERPROOF CAULK (WATERPROOF FLOORS ONLY) PIPE FIRESTOPPING MATERIAL AT RATED WALLS (TYP BOTH SIDES) CONCRETE GALVINIZED PIPE FLOOR SLAB SLEEVE FIBERGLASS INSULATION DRYWALL PARTITION A A PIPE SLEEVE THROUGH INTERIOR WALL DETAIL PIPE INSULATION (WHERE REQD) FIRESTOPPING MATERIAL AT 1/4" GAP AROUNDPERIMETER FILLED WITH RATED FLOORS (TYP BOTH ACOUSTICAL SEALANT SIDES) (TYP BOTH SIDES) GALVANIZED PIPE SLEEVE WATERPROOF CAULK (WATERPROOF FLOORS ONLY) WELD CONCRETE METAL DECK FLOOR SLAB BACKER ROD FIBERGLASS INSULATION PIPE SLEEVE THROUGH FLOOR DETAIL - CORED OPENING SCALE: NONE M901 SCALE: NONE M901 j SCALE: NONE M901 j SCALE: NONE 12" MINIMUM AB, AVERAGE SNOW ACCUMULATION FLUE 4 � )OF CONCENTRIC ROOF TERMINATION INSTALLATION DETAIL METAL BELLOWS TYPE WATER HAMMER ARRESTORS. PROVIDE ACCESS PANELS FOR ACCESS IN WALLS AND NON -ACCESSIBLE CEILINGS. HW MAIN CW MAIN PLUMBING PLUMBING PLUMBING LAST FIXTURE FIXTURE FIXTURE PLUMBING FIXTURE NOTE: 1. WATER HAMMER ARRESTORS ARE NOT SHOWN ON DRAWINGS, LOCATE AND SIZE IN ACCORDANCE WITH PLUMBING & DRAINAGE INSTITUTE (PDI) STANDARD NO. WH 2O1. WATER HAMMER ARRESTOR DETAIL SECURED RIM & CLEANOUT WITH-LEVELEZE SCORIATED COVER ADJUSTABLE COLLAR; OR APPROVED EQUAL. / / FINISHED FLOOR LEVELEZE ADJUSTABLE COLLAR INSIDE CAULK CONNECTION SHOWN WITH GASKET CLEANOUT JOINT GASKET —,,"PLUG BALANCE OF PIPING SAME AS CLEANOUT TO GRADE FIRESTOPPING MATERIAL AT RATED FLOORS (TYP BOTH SIDES) GALVINIZED PIPE SLEEVE FLOOR DRAIN, SET STRAINER CONCRETE LEVEL WITH CONCRETE TOPPING SUMP RECEIVER 12" BEYOND DRAIN IN ALL (SET ON CONCRETE) DIRECTIONS METAL DECK TRAP PRIMER CONNECTION WEEPHOLE-- FLASHING. CONFORM TO i i WATERPROOF MEMBRANE MANUFACTURER. SUMP RECEIVER INSIDE CAULK (WELD TO METAL CONNECTION CONCRETE DECK) SLAB PIPE SIZE AS NOTED ON PLANS METAL DECK CONCRETE NOTES: 1. MAINTAIN WEEP HOLES BY PLACING LOOSE GRAVEL OVER HOLES PRIOR TO CONCRETE SLAB POUR AND THEN REMOVE AFTERWARDS. SCALE: NONE M901 SCALE: NONE M901 j SCALE: NONE M901 j SCALE: NONE WATER -PROOF MEMBRANE STRUCTURAL SLAB 1. INDIRECT WASTE PIPING EXCEEDING 5'-0" IN LENGTH SHALL BE TRAPPED WITH THE EXCEPTION OF CLEAR WATER WASTES. 2. PROVIDE TRAP PRIMER CONNECTION. 3. CONFIRM WITH AHJ THE REQUIRED ELEVATION OF FLOOR SINK RIM. IF AHJ HAS NO REQUIREMENT, INSTALL FLUSH WITH FINISHED FLOOR. FLOOR SINK DETAIL FILL ANNULAR SPACE BETWEEN FLASHING AND COUNTERFLASHING SKIRT WITH SEALANT ROOF FLASHING ASSEMBLY GALVANIZED STEEL REINFORCED BOOT REFER TO PLANS FOR SIZE AND LOCATION VANDAL RESISTANT VENT CAP a w D a w ry 3- CAST IRON SET SCREW TYPE COUNTERFLASHING i-6" SKIRT REFER TO ARCHITECTURAL DRAWINGS FOR ROOF CONSTRUCTION. NOTES: 1. FLASHING REQUIREMENTS PER NATIONAL ROOF CONTRACTORS ASSOCIATION (NRCA) DETAIL TS-18A. PLUMBING VENT THROUGH ROOF DETAIL TEMPEF WATER THERM! TEMPEF 1/2" HW FINISHED FLOOR LOCAL MIXING VALVE DETAIL /SUPPLY J.D. TAILPIECE CHECK VALVE (TYP) CIRC PUMP UNION (TYP) VALVE (TYP) H W C CW HW TT TEMPERATURE TRANSMITTER (TYP) HEAT TRAP (TYP) THERMOMETER (TYP) PRESSURE/TEMPERATURE FLUE — RELIEF VALVE (TYP) PVC OR MFR PROVIDED CONDENSATE DRAIN WATER HEATER WITH TRAP. ROUTE TO ROUTE DRAIN PIPE FULL NEAREST DRAIN. SIZE TO NEAREST DRAIN (TYP) NEUTRALIZATION TANK GALVANIZED DRAIN PAN (TYP) 3/4" COPPER DRAIN PAN �-4" HOUSEKEEPING PAD DRAIN. ROUTE TO NEAREST DRAIN. FINISHED FLOOR BRONZE FITTING NOTES: 1. SEISMICALLY BRACE WATER HEATER TO WALL. IF WATER HEATER IS NOT LOCATED ADJACENT TO A WALL, SEISMICALLY BRACE WATER HEATER TO UNISTRUT SUPPORT. UNISTRUT SUPPORT SHALL ATTACH TO FLOOR AND TO BUILDING STRUCTURE ABOVE. 2. PROVIDE FLUES [AND COMBUSTION AIR] PER MANUFACTURER'S INSTALLATION INSTRUCTIONS AND PER PLAN. KITCHEN/BUILDING GAS WATER HEATER DETAIL BALANCING VALVE GAS PIPE TT DRIP LEG (TYP) EXPANSION TANK 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-41 51 OFFICE E (2"06) 441-0478 FAX 1231 NW HOYT ( SUITE 102 PtRTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC MIRTRIX E N G I N E E R S 725 POWELL AVE SW, SUITE 100 425-336-2822 RENTON, WA 98057 www.metrixeng.com D � ilkEdmonds 1.v SCHOOL DISTRICT` Each student learning, every day! EDMONDS SCHOOL DISTRICT MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 C B MARK DATE DESCRIPTION ISSUE DATE: 09 JANUARY 2017 ISSUE: BUILDING PERMIT PROJECT NO: 2015913.00 DRAWN BY- EO CHECKED BY: BB COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" A MECHANICAL DETAILS SCALE: NONE M901 SCALE: NONE M901 SCALE: NONE M901 SCALE: NONE 1 2 ( 3 4 ( 5 6 1 • � 1 I 2 I 3 I 4 I 5 I 6 AUTOMATIC AIR VENT (TYPICAL). ROUTE TO E D C B A VAC (INS PIP11 DRA DISF 1/2" UNI( DRAIN. PROVIDE IF COIL BRANCH PIPING ELEVATION IS GREATER THAN PIPING MAIN. — PIPE HANGERS SUPPORTING PIPE INDEPENDENT OF COIL AUTOMATIC FLOW (TYPICAL) CONTROL ASSEMBLY AV AV FLEXIBLE CONNECTORS (TYP) — — — MANUAL AIR VENT ----_J THREE WAY CHILLED WATER/ CONTROL VALVE HOT WATER COIL T T -1 .1 L_ _J AUTOMATIC FLOW CONTROL ASSEMBLY TEST PLUGS (TYP) AUTOMATIC AIR VENT (TYPICAL). ROUTE TO DRAIN DRAIN. PROVIDE IF COIL BRANCH PIPING ELEVATION IS GREATER THAN PIPING MAIN. - PIPE HANGERS SUPPORTING PIPE INDEPENDENT OF COIL AUTOMATIC FLOW (TYPICAL) CONTROL ASSEMBLY AV AV FLEXIBLE CONNECTORS (TYP) — — — —I MANUAL AIR VENT r(' -----� TWO WAY CONTROL ' VALVE CHILLED WATER/ HOT WATER COIL i UNION (TYP) ----� I L_ _ TDRAIN _J AUTOMATIC FLOW CONTROL ASSEMBLY CHILLED WATER/HOT WATER COIL PIPING DETAIL WALL FRAMING SEE ARCHITECTURAL PLANS FOR WALL DETAILS CHWR/HWR SEAL PERIMETER OF CHWS/HWS PENETRATION WITH SEALANT AT SHEET METAL ANGLE. FILL VOID SPACE WITH EXPANDING FOAM INSULATION. INSULATED REFRIGERANT PIPING (TYP) ------- EXTERIOR RIGID INSULATTON EXTERIOR SIDING OR FINISH COUNTER FLASHING, REFER TO ARCHITECTURAL DETAILS SHEET METAL ANGLE RING (MIN. 22 GA.) SECURE TO SLEEVE. (TYP) EXTEND SLEEVE WITH 45 DEGREE EXTENSION CHWR/HWR SHEET METAL ANGLE I? RING (MIN. 22 GA.) SECURE TO SLEEVE. I? (TYP) CHWS/HWS BUG SCREEN AT OPENING FACE INTERIOR SEAL PERIMETER OF WALL PENETRATION WEATHER TIGHT AT SHEET METAL ZI ANGLE (TYP). SHEET METAL SLEEVE (MIN. 22 GA.) EXTEND COMPLETELY THROUGH WALL ASSEMBLY F_T� REFRIGERANT PIPING THROUGH EXTERIOR WALL DETAIL ANTI -SIPHON FREEZELESS HOSE BIBB WITH VACUUM BREAKER APPLY SILICONE BEHIND BOX FLANGE ELEVATE PER ARCH FINISHED EXTERIOR WALL PROVIDE 3/4"CW ON INTERIOR SIDE OF INSULATION. PROVIDE INTERMEDIATE SUPPORT IN BETWEEN FRAMING TO ATTACH WALL CLAMP FOR PIPING SUPPORT EXTERIOR WALL FRAMING (MIN 4" THICK) MIN 10-1/8" CLEAR \A/A QU IA If' WASHING MACHINE BOX DETAIL SCALE: NONE M902 SCALE: NONE M902 j SCALE: NONE M902 j SCALE: NONE DISPOSER / PRE -RINSE PIPING DETAIL T/P RELIEF VALVE DISHWASHER WITH BUILT-IN BOOSTER HEATER ROUTE DRAIN PIPE FULL SIZE TO NEAREST FLOOR SINK WATER HAMMER ARRESTOR 'FAUCET WITH STOP :S ZHAMMERjLRPBP TORS )FF VALVE I I�—�' 3/4"HW (140°F) PRV - SET TO 25PS1 MAX OUTLET OID VALVE DRAIN VALVE ROUTE DRAIN PIPE FULL SIZE TO NEAREST FLOOR SINK HWASHER BOOSTER R NOTES: ED FLOOR 1. REFER TO FOOD SERVICE DRAWINGS AND MANUFACTURER RECOMMENDATIONS FOR ADDITION INFORMATION. KITCHEN DISHWASHER BOOSTER HEATER DETAIL CEILING FIRE SPRINKLER HEAD LOCATIONS: 1. WHERE SPRINKLER HEADS ARE LOCATED IN A REMOVABLE GRID CEILING, THE HEADS SHALL BE LOCATED ON THE CENTERLINE AXIS OF EITHER THE LONG OR SHORT SIDE DIMENSION (SEE DIAGRAM ABOVE), WITH THE HEAD LOCATED AT QUARTER POINTS OR THE MIDPOINT. WHERE MULTIPLE HEADS ARE REQUIRED WITHIN A ROOM THEY SHALL BE LINED UP. 2. IN ROOMS WITH HARD CEILINGS, THE HEADS SHALL ALSO BE LINED UP, NOT IN A RANDOM PATTERN. DUCTWORK 3. AIR TERMINALS AND LIGHTING LOCATIONS TAKE FIRST PRIORITY OVER FIRE SPRINKLER. 4. COORDINATION FOR FIRE SPRINKLER SYSTEM SHALL BE FIRE SPRINKLER CONTRACTOR'S RESPONSIBILITY. HEADS MUST BE LOCATED IN SUCH A MANNER THAT HEAT FROM A DIFFUSER WILL NOT SET OFF FIRE SYSTEM, AND THE HEADS ARE NOT IN THE WAY OF CEILING ACCESS. FIRE SPRINKLER HEAD LOCATION DETAIL FS TEST DRAIN LINE WATER HAMMER ARRESTOR (TYPICAL) 1-1/2" VENT 2" WASTE WASTE PIPE NOTES: 1. INSTALL 1/2" MAXIMUM MESH OVER THE STANDPIPE OPENING WITH A CLAMPING RING TO HOLD IT IN PLACE FOR RODENT PROOFING PER 2012 UPC, SECTION 312.12.. FIRE SPRINKLER TEST DRAIN AND STANDPIPE DETAIL SCALE: NONE M902 SCALE: NONE M902 j SCALE: NONE M902 j SCALE: NONE NOTES: 1. PROVIDE FLEXIBLE CONNECTION TO EQUIPMENT IF EQUIPMENT IS PROVIDED WITH VIBRATION ISOLATION OR IF EQUIPMENT IS NOT RIGIDLY MOUNTED. -• d TO EQUIPMENT 1/8" N.P.T. PLUGGED TAPPING ACCESSIBLE FOR TEST GAGE CONNECTION TO BE INSTALLED UPSTREAM OF THE GAS SUPPLY CONNECTION TO THE EQUIPMENT. UNION (TYP) GAS CONNECTION TO EQUIPMENT DETAIL NOTES: 1. LOCATE GAS VENT THROUGH ROOF A MINIMUM OF 10'-0" FROM OUTSIDE SCREEN AIR INTAKES. 12" MIN ROOF U) 1/8" N.P.T. PLUGGED GAS PRESSURE O 0- TAPPING ACCESSIBLE REGULATOR rr D FOR TEST GAGE CONNECTION (TYP 2). GAS COCK (TYP) REMOVABLE CAP GAS VENT THROUGH ROOF. SIZE PER REGULATOR MANUFACTURER REQUIREMENTS. U) c� w M� U) -1w Uj r'1 a- GAS COCK (TYP) 6" LOW SEDIMENT PRESSURE UNION (TYP) TRAP GAS LOW PRESSURE REMOVABLE GAS CAP MEDIUM TO LOW PRESSURE "MP" GAS REGULATOR DETAIL PRESSURE + 1"— (FAN INLET PRESSURE + 1") / 2 REMOVABLE DRAIN PLUG UNION REMOVABLE PLUG CAP FULL SIZE OF DRAIN CONNECTION AUT( " A ^ TI„ A I. .... IT SHU' l v APPROVED AIR LOCAL ROOF DRAIN, GAP HEIGHT FLOOR DRAIN, OR FLOOR SINK. HYDI SIZE EQUIPMENT CAPACITY IN TONS OF REFRIGERATION MINIMUM CONDENSATE PIPE DIAMETER IN INCHES 0-20 TONS 1" 21-40 TONS 1" 41-125 TONS 1 1/2" 126-250 TONS 2" NOTES: 1. THIS CHART CAPACITY ASSUMES 1/8" PER FOOT SLOPE WITH THE PIPE RUNNING 3/4 FULL OF LIQUID. CONDENSATE DRAIN SIZING FOR OTHER SLOPES OR CONDITIONS SHALL BE APPROVED BY THE AHJ. COPPER TUBING DRAIN TO NEAREST FFD OR PLUMBING FIXTURE TAIL PIECE. ROUTE CONCEALED IN FINISHED AREAS. BYPASS VALVE (N.C.) NOTE: 1. PROVIDE AT HIGH POINTS IN MECHANICAL ROOM AND WHERE INDICATED ON PLANS. 1 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-41 51 OFFICE E (2"06) 441-0478 FAX 1231 NW HOYT ( SUITE 102 PtRTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC MIFTRIX E N G I N E E R S 725 POWELL AVE SW, SUITE 100 425-336-2822 RENTON, WA 98057 www.metrixeng.com D � ilkEdmonds SCHOOL DISTRICT` Each student learning, every day! EDMONDS SCHOOL DISTRICT MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 C B MARK DATE DESCRIPTION ISSUE DATE: 09 JANUARY 2017 ISSUE: BUILDING PERMIT PROJECT NO: 2015913.00 DRAWN BY- EO CHECKED BY: BB COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" A MECHANICAL DETAILS SCALE: NONE M902 SCALE: NONE M902 SCALE: NONE M902 j SCALE: NONE 1 I 2 ( 3 4 ( 5 6 1 I 2 I 3 I 4 I 5 I 6 ll�i l�ll E D C AT B TYPICAL DIFFUSER CONNECTION DETAIL RA DUCT ON BACK SIDE OF RA DUCT IN WALL RETURN WALL TIGHT TO ONE SIDE GRILLE HEIGHT HEIGHT BETWEEN STUDS - RETURN GRILLE - RA HEI HT RA HEI HT GWB STUD 12" FINISH FLOOR ------------------------- SIDE VIEW SIDE VIEW (DUCT ON BACK SIDE OF WALL) (DUCT IN WALL BETWEEN STUDS) WALL MOUNTED RETURN AIR GRILLE DETAIL FRONT VIEW METAL STUD 1/4" GAP AROUND PERIMETER FILLED WITH ACOUSTICAL SEALANT (TYP BOTH SIDES) DUCT INSULATION (WHERE REQD)Ij pp BACKER ROD --------------------------------------------------------— RECTANGULAR OR ROUND DUCTWORK ------------------------------------------T -------------- zq DUCT LINER SHEET METAL ANGLE (WHERE REQD) RING (MIN. 22 GA.) SECURE TO SLEEVE. SHEET METAL SLEEVE (MIN. 22 GA.) FIBERGLASS INSULATION DRYWALL PARTITION A DUCT PENETRATION THROUGH NON -FIRE RATED WALL LOAD RATED FA: BAND OF SAME HANGER STRAP EXPOSED ROUND METAL DUCT HANGER DETAIL SCALE: NONE M903 SCALE: NONE M903 SCALE: NONE M903 j SCALE: NONE SUSPEND FROM ABOVE- SHEET METAL RETURN AIR SHEET METAL BAND COLLAR EXTENDING OUT HANGER (2 REQUIRED) 14" MIN. AND OPEN TO RETURN AIR PLENUM. 14" MIN. --- ------- -------- — — — — ( ( SHEET METAL RETURN AIR COLLAR - ACOUSTICALLY LINED. FULL SIZE OFF RETURN REGISTER. 'FINISHED CEILING RETURN CEILING GRILLE TYPICAL CEILING RETURN AIR GRILLE AND COLLAR DETAIL SECURE TO CURB PER MANUFACTURER'S INSTALLATION INSTRUCTIONS. APPLY SEALANT AT FASTENERS. 18 GAUGE GALVANIZED SHEET METAL CAP. OVERLAP CURB MIN 2". CANT STRIP ROOF MATERIAL ROOF INSULAT ROOF DECK Aft] 0111:1 MII,Eel Lei 01111 ROOF MOUNTED CONDENSING UNIT DETAIL CONDENSING UNIT NEOPRENE PAD AT UNIT MOUNTS INSULATED REFRIGERANT PIPING WITH SLEEVE SHEET METAL ENCLOSURE EQUIPMENT CURB. INSTALL EQUIPMENT AND CURB LEVEL. DUCT SEALANT BETWEEN LINING AND DUCT (MEDIUM PRESSURE DUCTS +2.0" WC OR HIGHER) BEAD ON DUCT COLLAR FLEXIBLE DUCT-� STAINLESS STEEL FLEXIBLE DUCT CLAMP OVER FLEX DUCT LINING. STAINLESS STEEL FLEXIBLE DUCT CLAMP OVER FLEX DUCT JACKET INSULATION. DUCT MAIN ROUND DUCT COLLAR TYPICAL FLEXIBLE DUCT CONNECTION DETAIL ALL THREADED STEEL RODS SUPPORT FROM BUILDING STRUCTURE LENGTH OF RODS TO SUIT SPACE AVAIL ^ ' loll l Lrr[�7�N:Y•1R_10•10190 49 SEE FLOOR PLANS FOR DUCT PROVIDE TRANSITIONS AS RE AIR FLOW DUCTWORK FLEXIBLE CO FAN CABINET LINER AS SPEt,irlrzu NOTES: 1. PROVIDE CLEARANCE FOR MOTOR ACCESS AND MAINTENANCE. CENTRIFUGAL IN -LINE FAN DETAIL SCALE: NONE M903 SCALE: NONE M903 SCALE: NONE M903 SCALE: NONE • ANC HOR CABLE WIT I EYELETS - ATT CH TO _UFIIB A SCREW D TO CURB SEAL ROC PENETRA WITH FLE: CAULKINC SHEET ME ROOF EXHAUST FAN AND CURB DETAIL EXHAUST FAN (SEE EF SCHEDULE FOR SIZE AND TYPE) FLASHING AND COUNTER FLASHING BY OTHERS. PREFABRICATED AND INSULATED CURB BY DIV 23. RAFT DAMPER RIZED WHERE ON NGS/SPECIFICATIONS CONCRETE TOPPING 1" MIN. OVE" T..� T..� �......� CAB' BAS I SLAE WIRI CONCRETE TOPPING 1" MIN. E c ,,. _LATION EDGE INSULATION SLAB ON GRADE RADIANT PIPING DETAIL FAN COIL UNIT INSULATED REFRIGERANT PIPING TO OUTDOOR UNIT WALL MOUNTED FAN COIL UNIT DETAIL REFRIGERANT LINE FLARED CONNECTION INSULATED FLEXIBLE DRAIN HOSE. INSERT SECURELY INTO CONDENSATE DRAIN PIPE. U---CONDENSATE DRAIN PIPE. ROUTE CONDENSATE TO NEAREST DRAIN. POWER AND CONTROL WIRING TO OUTDOOR UNIT (LINE VOLTAGE) EXTERIOR WALL SEE ARCH DWG, MOUNTING DETP CAULK AND SEAT ENTIRE PERIMET WEATHERPROOF PROVIDE DUCT F ATTACH TO LOU` CAULK AND SEA1 CONNECTION PC EXTENDED SILL TO STRUCTURE HANGER STRAP ROUND DUCTWORK >EISMIC BRACING MOUNTING 4RACKET AIR FLOW UCTWORK INGED ACCESS ANEL FOR MOTOR CCESS. SEAL DUCT TO LOUVER WATERTIGHT WITH EXTERIOR GRADE DUCT SEALANT BIRDSCREEN INSULATE PLENUM PER SPEC. SEE NOTE 2 ACCESS DOOR HALF HEIGHT OF DUCT, 12"x12" MIN (UNLESS OTHERWISE NOTED ON PLANS) PITCH TO OUTSIDE, 1/2" PER LINEAL FOOT MIN ANGLE AND FASTENERS (TYP) NOTES: 1. COORDINATE LOUVER SIZE & LOCATION W/ARCHITECTURAL PLANS AND EXTERIOR ELEVATIONS. 2. PLENUM SHALL BE A MINIMUM OF 36" DEEP UNLESS OTHERWISE NOTED. 3. PROVIDE DAMPERS AS REQUIRED PER PLANS AND SPECS. 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-41 51 OFFICE E (2"06) 441-0478 FAX 1231 NW HOYT ( SUITE 102 PtRTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC MIFTRIX E N G I N E E R S 725 POWELL AVE SW, SUITE 100 425-336-2822 RENTON, WA 98057 www.metrixeng.com D itEdmonds }s r 1tv` SCHOOL DISTRICT` Each student learning, every day! EDMONDS SCHOOL DISTRICT MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 C B MARK DATE DESCRIPTION ISSUE DATE: 09 JANUARY 2017 ISSUE: BUILDING PERMIT PROJECT NO: 2015913.00 DRAWN BY- EO CHECKED BY: BB COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" A MECHANICAL DETAILS SCALE: NONE M903 SCALE: NONE M903 SCALE: NONE M903 j SCALE: NONE 1 2 ( 3 4 ( 5 6 2 3 5 0 FBI C 0 FRAME AND COVER BY OTHERS FLOW ACID VENT. SEE FLOW PLANS. "MIN ACID WASTE. SEE PLANS. 18., y�.,. 18" MIND MIN CONCRETE WATER TIGHT %` VAULT (NOTE 1). SLEEVE SEAL SYSTEM (TYP) - - - • FILL W/ LIMESTONE CHIPS PER MFR LEVEL BASIS ON INSTRUCTIONS CONCRETE SHIMS TANK ANCHOR FLANGE NEUTRALIZATION ANCHORS (TYP) TANK NOTES: 1. PROVIDE OLDCASTLE PRECAST CONCRETE VAULT OR APPROVED EQUAL. 1.1. MINIMUM INTERIOR DIMENSIONS OF 5'-0"x5'-0"x5'-0". COORDINATE SIZE WITH PIPE FIELD LOCATIONS. 1.2. COORDINATE KNOCK -OUTS LOCATIONS WITH PIPE INVERT. 1.1. CONCRETE: 28 DAY COMPRESSIVE STRENGTH fc = 7000 PSI. 1.2. REBAR: ASTM A-615 GRADE 60. 1.3. MESH: ASTM A-185 GRADE 65. 1.4. DESIGN: ACI-318-02 BUILDING CODE, ASTM C-857 "MINIMUM STRUCTURAL DESIGN LOADING FOR UNDERGROUND PRECAST CONCRETE UTILITY STRUCTURES." 1.5. COVER LOADS: MINIMUM H-20 TRUCK WHEEL W/ 30% IMPACT PER AASHTO. PROVIDE CUSTOM LOAD BEARING CAPABILITY FOR INTERCEPTOR LOCATIONS IN FIRE LANES (45,000 LBS OVER 18 INCH SQUARE FOOTPRINT). 1.6. ANGLES AND FASTENERS SHALL BE STAINLESS STEEL. 1.7. IF KNOCKOUTS ARE NOT PRESENT, THEN PIPE OPENING SHALL BE CORE -DRILLED. PIPE OPENINGS SHALL BE 2" LARGER THAN THE PIPE DIAMETER. 1.8. LOCATE VAULT WITHIN 20 FEET OF DRIVE FOR ACCESS BY MAINTENANCE VEHICLES. 1.9. PROVIDE EXTENSIONS SO COVER IS FLUSH WITH FINISHED GRADE. ACID NEUTRALIZATION TANK DETAIL - BELOW GRADE r 1 r L PIPE HANGERS SUPPORTING PIPE INDEPENDENT OF COIL (TYPICAL) IR VENT (TYP) \NCING VALVE (TYP) T AUTOMATIC AIR VENT (TYPICAL). ROUTE TO DRAIN. PROVIDE IF COIL BRANCH PIPING ELEVATION IS GREATER THAN PIPING MAIN. - AUTOMATIC FLOW CONTROL ASSEMBLY AV THREE WAY CONTROL VALVE rAV r AUTOMATIC FLOW L— J CONTROL ASSEMBLY TEST PORTS (TYP) v �v DRAIN (TYP) (FOLD (TYP) ATION VALVE (TYP) i AUTOMATIC AIR VENT (TYPICAL). ROUTE TO DRAIN. PROVIDE IF COIL BRANCH PIPING — — — — — — — ELEVATION IS GREATER THAN PIPING MAIN.- �- LOOP QTY PER SCHEDULE (TYP) AUTOMATIC FLOW PIPE HANGERS SUPPORTING CONTROL ASSEMBLY AV PIPE INDEPENDENT OF COIL TWO WAY CONTROL (TYPICAL) VALVE AV IR VENT (TYP) � PER SCHEDULE (TYP) I � \NCING VALVE (TYP) - - i 1 T041 AUTOMATIC FLOW CONTROL ASSEMBLY DRAIN (TYP) (FOLD (TYP) I TEST PORTS (TYP) ATION VALVE (TYP) � —ACCESS DOOR -------J RADIANT FLOOR MANIFOLD PIPING DETAIL CHWR/HWR CHWS/HWS LOCATE ABOVE CEILING IN CORRIDOR (TYP) CHWS/HWS LOCATE ABOVE CEILING IN CORRIDOR (TYP) T-0" ABOVE HIGHEST POINT OF BLDG. OR ANY ROOF MOUNTED EQUIPMENT ROOF RAIN CAP STORM COLLAR VENTILATION SPACE VENTILATION COLLAR APPLY SEALANT TALL STORM COLLAR PITCHED ROOF TALL CONE FLASHING UP TO TOP OF PITCHED ROOF CONE ROOFING MATERIAL APPLY SEALANT FLUE STACK OUTLET AND RAIN CAP ASSEMBLY DETAIL SCALE: NONE M904 SCALE: NONE M904 SCALE: NONE GRAVITY GREASE INTERCEPTOR SIZING NON -SHRINK CW PIPE DIRECT INDIRECT FIXTURE DFU FLOW ADD GROUT BOTH SIZE DRAIN DRAIN CAPACITY SIDES TAG FIXTURE QTY IN IN IN DFU TOTAL GPM GAL NOTES CONTIDra PIPE 5 WALK-IN EVAP / FLOOR SINK 1 - - 2 4 4 - - 2 11'-2" 13 POT SINK W 1/2" FAUCETS / FLOOR SINK 3 1/2 - 2 3 9 1 DRILL HOLE15 WAREWASHER W/ BOOSTER HEATER / FLOOR SINK 1 3/4 - 2 4 4 2 17 DISPOSER 1 - 2 - 4 4 - - 2 CLEAR KNOC21 HAND SINK 1 1/2 2 - 1 1 - - 1 ACCESS (TYP)24 PREP SUPPORT SINK W 1/2" FAUCETS / FLOOR SINK 1 1/2 - 2 4 4 2 OPENING 38/40/41 HOT & COLD FOOD SERVING STATIONS/ FLOOR SINK 4 - - 2 4 16 2 i 0" 6 8" `i Zi i `i �Y A� i �i A P-5 MOP SINK 1 3/4 3 - 3 3 - - 1 PRECAST - - - - 21 EYEWASH STATION 1 1/2 1-1/4 - - 8 240 3 DIVIDER Draft FD FLOOR DRAIN 4 - 4 2 8 - - 2 -0' TOTAL 53 240 DETAIL 1 PLAN VIEW SLOT BOTH SIDES REQUIRED INTERCEPTOR SIZE BASED ON DFU'S AND 2012 UPC TABLE 1014.3.6 1,250 GAL ADDITIONAL CAPACITY BASED ON GPM 240 GAL REQUIRED INTERCEPTOR SIZE 1,500 GAL NOTES: VENT PIPES ADJUST TO 24" LOCKING FRAME & 1) DFU'S ARE BASED ON 2012 UPC TABLE 702.1. OPTIONAL GRADE COVER AIR &GAS TIGHT 3 2) DFU'S ARE BASED ON 2012 UPC TABLE 702.2(a). PLACES (2 PLACES ON 3) ADDITIONAL INTERCEPTOR CAPACITY BASED ON KNOWN FIXTURE GPM x 30 MINUTES. 577-GA) 36" MAX r -i r -I r -I r -i r -I CLEANOUT PER CIVIL P`1 � I INSPECTION � I INLET �_ TWIN TEE (TYP) 1 2" i — J _OUTLET TEE OR I i 1 6 ELBOW�V _ i VENT VENT T-2" I T-11" 6 STAINLESS STEEL 4" THICK 2, 16" 1 ' 4'-3" STRAPS AND 5/8" ANCHOR BOLTS 1 1 (TYP) NON -SHRINK GROUT ALL AROUND ON 17SLOT BOTH SIDES 2/3 LENGT 1/3 LENGTH---' SECTION VIEW AA CONCRETE GREASE INTERCEPTOR DETAIL SCALE: NONE WYE STRAINER W/ SLOWDOWN (TYP) 4" I—ICI—i i 3" REDUCED PRESSURE BACKFLOW PREVENTER MAX. 5'-0" AFF FUNNEL OR AIR GAP UTILITY CW NOTES: 1. PROVIDE OLD CASTLE PRECAST MODEL 5106-GA, 1500 GALLONS, PRECAST CONCRETE VAULT OR APPROVED EQUAL. 2. CONCRETE: 28 DAY COMPRESSIVE STRENGTH fc = 7000 PSI. 3. REBAR: ASTM A-615 GRADE 60. 4. MESH: ASTM A-185 GRADE 65. 5. DESIGN: ACI-318-02 BUILDING CODE, ASTM C-857 "MINIMUM STRUCTURAL DESIGN LOADING FOR UNDERGROUND PRECAST CONCRETE UTILITY STRUCTURES." 6. COVER LOADS: MINIMUM H-20 TRUCK WHEEL W/ 30% IMPACT PER AASHTO. PROVIDE CUSTOM LOAD BEARING CAPABILITY FOR INTERCEPTOR LOCATIONS IN FIRE LANES (45,000 LBS OVER 18 INCH SQUARE FOOTPRINT). 7. FILL WILL CLEAN WATER PRIOR TO START-UP OF SYSTEM. 8. CONTRACTOR SHALL PROVIDE ALL PIPING AND SAMPLING TEES. 9. ANGLES AND FASTENERS SHALL BE STAINLESS STEEL. 10. GRAY WATER ONLY. BLACK WATER SHALL BE CARRIED BY SEPARATE SIDE SEWER. 11. IF KNOCKOUTS ARE NOT PRESENT, THEN PIPE OPENING SHALL BE CORE -DRILLED. PIPE OPENINGS SHALL BE 2" LARGER THAN THE PIPE DIAMETER. 12. PIPE CONNECTIONS TO VAULT SHALL BE WITH KOR-N-SEAL OR APPROVED EQUAL FOR CORE -DRILLED OPENINGS, OR SAND COLLAR FOR KNOCKOUT OPENINGS. SEAL ALL PIPE CONNECTION WITH NONSHRINK GROUT. 13. LOCATE VAULT WITHIN 20 FEET OF DRIVE FOR ACCESS BY MAINTENANCE VEHICLES. 14. PVC INSPECTION AND SAMPLING TEES SHALL BE THE SAME SIZE AS THE OUTLET PIPE FOR 6" OUTLETS OR GREATER. USE 6" PVC TEE WHERE OUTLET PIPE SIZE IS LESS THAN 6". PROVIDE CASKETED CAP ON TOP OF THE SAMPLING TEE. 15. PROVIDE RISERS BELOW ACCESS OPENINGS TO ALLOW CLEAR ACCESS TO RISER AND VAULT CHAMBER. 16. PROVIDE EXTENSIONS SO COVER IS FLUSH WITH FINISHED GRADE. PULSE TYPE CONTACTING WATER CEILING/STRUCTURE METER WITH EMS CONNECTION. 1" TO HYDRONIC SYSTEM RPBA ABOVE LOCATE IN BOILER ROOM. NON -SLAM CHECK VALVE DOMESTIC 3" CW SERVICE TO BLDG STRAINER WM MANUAL AIR VENT PRV-01 � EXPANSION 4" BYPASS LINE TANK I�II ----- PT/PS -I PRESSURE NORMALLY OPEN GAGE (TYP) 3"CW // _ PRESSURE RELIEF VALVE I ROUTE FULL I VALVE FLEXIBLE I SIZE TO DRAIN (TYP} DR CAPPED CONNECTOR (TYP) 3"CW I DRAIN PT/PS VFD VFD i 3/4"CW ROUTE PIPE FULL 100 SIZE TO DRAIN I I DRAIN VALVE FLOORBOOSTER DISCHARGE FD PRESSURE SETPOINT: V 70 PSI-.•—TP_ W FFD i PU-03 PU-04 FLOOR SLEEVE V CW BOOSTER PUMP SET PRESSURE REDUCING VALVE SCHEDULE INLET OUTLET PRESSURE PRESSURE PRESSURE MARK SIZE (IN) (PSI) (PSI) FLOW (GPM) DROP (PSI) PRV-01 4 27 75 SETPO►NT 135 RM 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-41 51 OFFICE E (2"06) 441-0478 FAX 1231 NW HOYT ( SUITE 102 PtRTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC n C : MIFTRIX E N G I N E E R S 725 POWELL AVE SW, SUITE 100 425-336-2822 RENTON, WA 98057 www.metrixeng.com FIBEdmonds SCHOOL DISTRICT Each student learning, every day! EDMONDS SCHOOL DISTRICT MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 MARK DATE DESCRIPTION ISSUE DATE: 09 JANUARY 2017 ISSUE: BUILDING PERMIT PROJECT NO: 2015913.00 DRAWN6Y. EO CHECKED BY: BB COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" A MECHANICAL DETAILS V 1 2 3 rd DOMESTIC WATER SYSTEM & BOOSTER PUMP DIAGRAM SCALE: NONE 5 1.1 1 3 4 C 0 LIGHTING FIXTURE SCHEDULE TYPE LAMPS MANUFACTURER DESCRIPTION LOCATION P2 LED KIM DOUBLE LONG ARM MOUNTED SITE ISA—ALT-3P70— FIXTURE WITH TYPE 3 LIGHTING 540 W 120L-4K-277 DISTRIBUTION. UL WET LABEL, —20F DRIVER. MOUNT ON 20 FOOT 5 INCH ROUND ALUMINUM POLE (KIM#PRA). PROVIDE UTILITY VAULT #24R-8—LB PRECAST POLE BASE WITH CONDUIT WITH 2' ABOVE GRADE. 277 VOLT, PROVIDE MOTION SENSOR FOR FIXTURE TO REDUCE TO 10% WHEN NO MOTION. P3B LED KIM SINGLE LONG ARM MOUNTED SITE ISA—ALT-3P70— FIXTURE WITH TYPE 3 LIGHTING 270 W 120L-4K-277— DISTRIBUTION. UL WET LABEL, NFO —20F DRIVER. MOUNT ON 20 FOOT 5 INCH ROUND ALUMINUM POLE (KIM#PRA). PROVIDE UTILITY VAULT #24R-8—LB PRECAST POLE BASE WITH CONDUIT WITH 2' ABOVE GRADE. 277 VOLT, PROVIDE MOTION SENSOR FOR FIXTURE TO REDUCE TO 10% WHEN NO MOTION. PROVIDE NEIGHBOR FRIENDLY OPTICS. P4 LED KIM SINGLE LONG ARM MOUNTED SITE ISA—ALT-4P70— FIXTURE WITH TYPE 4 LIGHTING 270 W 120L-4K-277 DISTRIBUTION. UL WET LABEL, —20F DRIVER. MOUNT ON 20 FOOT 5 INCH ROUND ALUMINUM POLE (KIM#PRA). PROVIDE UTILITY VAULT #24R-8—LB PRECAST POLE BASE WITH CONDUIT WITH 2' ABOVE GRADE. 277 VOLT, PROVIDE MOTION SENSOR FOR FIXTURE TO REDUCE TO 10% WHEN NO MOTION P5 LED KIM SINGLE LONG ARM MOUNTED SITE ISA—ALT—L5— FIXTURE WITH TYPE 5 LIGHTING 270 W P70-12OL-4K— DISTRIBUTION. UL WET LABEL, 277 —20F DRIVER. MOUNT ON 20 FOOT 5 INCH ROUND ALUMINUM POLE (KIM#PRA). PROVIDE UTILITY VAULT #24R-8—LB PRECAST POLE BASE WITH CONDUIT WITH 2' ABOVE GRADE. 277 VOLT. PROVIDE MOTION SENSOR FOR FIXTURE TO REDUCE TO 10% WHEN NO MOTION PD LED KIM SINGLE LONG ARM MOUNTED SITE ISA—ALT—L5— FIXTURE WITH TYPE 5 LIGHTING 134 W P70-60L-4K— DISTRIBUTION. UL WET LABEL, 277 —20F DRIVER. MOUNT ON 12 FOOT 4 INCH ROUND ALUMINUM POLE, PROVIDE UTILITY VAULT #18R-5—LB PRECAST POLE BASE WITH CONDUIT FLUSH WITH GRADE. 277 VOLT, PROVIDE MOTION SENSOR FOR FIXTURE TO REDUCE TO 10% WHEN NO MOTION. SL-2 LED METALUX 18" DIAMETER SURFACE MOUNT COVERED TBLED—LDI-11— LOW BAY FIXTURE WITH WIDE PLAY W—UNV—L840— DISTRIBUTION. DIE—CAST CDI—DOS—TR ALUMINUM HOUSING AND LOW GLARE OPTICS. 277 VOLT. PROVIDE MOTION SENSOR FOR FIXTURE TO REDUCE TO 10% WHEN NO MOTION. PROVIDE TAMPER RESISTANT HARDWARE. ALL COLORS, FINISHES, ETC. ARE BY ARCHITECT. MAXIMUM OF 3 CIRCUITS PER HOMERUN HOMERUN FROM EXTERIOR OR CORRIDOR ISOLATED GROUND WIRE TO WALL ONLY. 1" MINIMUM ALL IG TYPE RECEPTACLES 1/2" MINIMUM 3 5 HOT TO EACH RECEPTACLE 1 HOT WIRE FOR EACH CIRCUIT 5— 3 FULL SIZE NEUTRAL. IF NEUTRAL SHARED PROVIDE BREAKER TIES PROVIDE TO EACH RECEPTACLE EQUIPMENT GROUND IN ALL CIRCUITS MULTIPLE BOX MOUNTING BRACKET COOPER B-LINE #BB7-16 OR BB7-24 FOR AV AND NON AV LOCATIONS OR COOPER B-LINE #BB8-16 OR #BB8-24 WHEN NON AV LOCATION DATA BACK BOX DOUBLE DUPLEX POWER BACK BOX-\ AV BACK BOX LOCATE ALL DEVICE AT ONE LOCATION IN ONE STUD BAY 11 wm� •� a EMERGENCY 0ATTCOV FIXTURES CTL LV $ $ 120/277` OS OS LV PC PC LV AV BACK BOX 5 TT rF".160,51 - NO DEVICES LOCATED IN DIFFERENT ROOMS MAY BE LOCATED IN THE SAME STUD BAY. DEVICES LOCATED IN DIFFENT ROOMS MUST BE SEPERATED BY A MINIMUM OF 1 STUD BAY. PROVIDE CONTROLLERS FOR ALL CIRCUITS SHOWN ON SCHEDULE. MARK CEILING TILE. CONDUIT (TYP) 120/277V 0-10VDC EM 120/277V CCT 0-10VDC 120/277V 0-10VDC OTHER 0-10VDC FOR CONTROLLERS DIMMING FIXTURES 120V TO EACH LIGHT FIXTURE �— N TYPICAL TRANSFER N DEVICE WHERE N EMERGENCY CIRCUITS ON i 1 ms FEE PROVIDE PLUG CONTROLLERS FOR ALL OTHER CONTROLLERS CIRCUITS SHOWN ON SCHEDULE. MARK CEILING TILE. SCALE: NONE CONDUIT CONCEALED IN CEILING OR WALLS CONDUIT CONCEALED UNDERGROUND, UNDER FLOOR, OR IN WALL 3/4" CONDUIT. TICK MARKS INDICATE NUMBER OF #12 WIRES. NO TICK MARKS EQUALS 2#12. GROUND WIRE NOT SHOWN. PROVIDE GROUND WIRE IN ALL 120V AND ABOVE CIRCUITS. 3/4" CONDUIT. TICK MARKS INDICATE NUMBER OF #12 WIRES. NO TICK MARKS EQUALS 2#12. PROVIDE GROUND WIRE IN ALL 120V AND ABOVE CIRCUITS. DOT INDICATES ISOLATED GROUND WIRE. ----------- EXPOSED CONDUIT UNDER FLOOR DUCT WITH FLUSH ACTIVATIONS SHOWN EXISTING CONDUIT WITH NEW WIRES INDICATED BY TICK MARKS EXISTING CONDUIT HOME RUN TO DESTINATION INDICATED. 1" MINIMUM UNLESS NOTED OTHERWISE. b ao RECESSED LIGHT FIXTURE, LETTERS DENOTE SWITCHING, PROVIDE BALLASTS ACCORDI ❑ SURFACE OR PENDANT MOUNTED LIGHT FIXTURE 0 SURFACE OR PENDANT MOUNTED FLUORESCENT FIXTURE <OO O OO RECESSED LIGHT FIXTURE SURFACE OR PENDANT LIGHT FIXTURE + WALL MOUNTED FIXTURE ® o FIXTURE WITH EMERGENCY BATTERY BACKUP � STEP LIGHT VV EMERGENCY BATTERY LIGHT, TYPE X-1, EXCEPT AS NOTED © REMOTE BATTERY FOR LED LIGHTS Q LED DRIVER LIGHT TRACK 3�+ WALL MOUTED SPOT/FLOOD LIGHT Oi DIRECTIONAL LIGHT 4 VANITY LIGHT, WALL MOUNT WALL SCONCE FIXTURE Q POLE TOP LIGHT FIXTURE/STREET LIGHT FIXTURE POLE LIGHT ® ® ® EXIT SIGN LIGHT FIXTURE TYPE X, EXCEPT AS NOTED 4�p EXIT SIGN AND EMERGENCY LIGHTING UNIT AT SAME LOCATION. MOUNT EMERGENCY ICJ LIGHTING UNIT DIRECTLY ABOVE EXIT SIGN. EXIT SIGN WITH EMERGENCY UNIT $a WALL SWITCH, 1-POLE (SWITCH LEG INDICATED WHERE REQUIRED) DIGITAL SWITCH o� WALL SWITCH WITH INTEGRAL OCCUPANCY SENSOR cos$ DIGITAL WALL SWITCH WITH INTEGRAL OCCUPANCY SENSOR OS OCCUPANCY SENSOR Os OCCUPANCY SENSOR WALL MOUNT RP OCCUPANCY SENSOR RELAY PACK PC PHOTO CELL Pc PHOTO CELL WALL MOUNT PCL PLUG LOAD CONTROLLER CTL LIGHTING CONTROLLER XXX XXXX LIGHTING FIXTURE TYPE DESIGNATOR, SEE LIGHT FIXTURE SCHEDULE -e- SINGLE RECEPTACLE DUPLEX RECEPTACLE DUPLEX RECEPTACLE ABOVE COUNTER DOUBLE DUPLEX RECEPTACLE c PLUG LOAD CONTROLLED DUPLEX RECEPTACLE c o PLUG LOAD CONTROLLED DOUBLE DUPLEX RECEPTACLE IG* IG @ RECEPTACLE ISOLATED GROUND TYPE GFI DUPLEX RECEPTACLE GFI TYPE �c DROP CORD CORD REEL RECEPTACLE TP❑ TELECOMMUNICATIONS POWER POLE SS* SURGE SUPPRESSOR RECEPTACLE WP@ WEATHERPROOF DUPLEX RECEPTACLE (GFI TYPE) � SPLIT WIRED RECEPTACLE C FLUSH FLOOR BOX WITH DEVICES AS SHOWN, RECEPTACLES ISOLATED GROUND TYPE MULTI OUTLET ASSEMBLY WITH DEVICES INDICATED (SURFACE METAL RACEWAY WITH INTEGRAL WIRING DEVICES) ® 10 SPECIAL RECEPTACLE AS NOTED ® 30 SPECIAL RECEPTACLE AS NOTED ® WELDER RECEPTACLE @D DRYER OUTLET NEMA 14-30R ® RANGE OUTLET, NEMA 14-50R O HOOD OUTLET, CONNECT ALL LIGHTS QF OCILLATING FAN CONNECTION FC FAN CONTROLLER U MOTORIZED CONTROLLER 0-1 MUSHROOM SWITCH � PUSHBUTTON SWITCH QA ADA DOOR ACTUATOR KS ADA DOOR ACTUATOR KEY SWITCH PS ADA PUSHBUTTON SWITCH, OR POWER SUPPLY ® EQUIPMENT CONNECTION 0 MOTOR CONNECTION I-Q DISCONNECT SWITCH rO FUSED DISCONNECT SWITCH rE MANUAL MOTOR STARTER MAGNETIC MOTOR STARTER rN COMBINATION STARTER VFD VARIABLE FREQUENCY DRIVE ECM ECM CONTROLLER 0 ELECTRIC WALL HEATER ELECTRIC BASEBOARD HEATER DU ZONE DISTRIBUTION UNIT QT -i THERMOSTAT JQ JO JUNCTION BOX Q FIRE ALARM PULL STATION D® FIRE ALARM SPEAKER WITH ADA STROBE /C}\ FIRE ALARM ADA STROBE WALL MOUNTED FIRE ALARM ADA STROBE SO SMOKE DETECTOR/SENSOR WF FLOW DETECTOR/SWITCH ❑V VOLUME CONTROL �- TV OUTLET WITH 1" CONDUIT TO ABOVE ACCESSIBLE CEILING OR TO MDF AVS AV AV1 AV2 AVM AVP AV SYSTEM OUTLETS Q CEILING INTERCOM SPEAKER QS -I WALL MOUNTED INTERCOM SPEAKER S3 S2 ® AV SYSTEM SPEAKER H S2 WALL MOUNTED AV SYSTEM SPEAKER ANALOG CLOCK DG DIGITAL CLOCK S ANALOG CLOCK/SPEAKER COMBINATION BAFFLE oW DIGITAL CLOCK/SPEAKER COMBINATION BAFFLE s6 SCOREBOARD NGLY. RM ROOM MODULE. REFER TO TA SERIES DRAWINGS �1 INTERCOM HANDSET 111111- TELEPHONE OUTLET WITH 1" CONDUIT TO ABOVE CEILING (TYPE AS INDICATED J=JACK ONLY, C=CLASSROOM, S=STAFF, SA=STAFF ADMINISTRATION, A=ADMINISTRATIVE, CAP=CENTRAL ANSWERING POSITION) W0111- WALL MOUNTED TELEPHONE OUTLET WITH 1" CONDUIT TO ABOVE CEILING r"C'S1 INTERCOM SYSTEM CALL SWITCH D DATA OUTLET (NUMBER = NUMBER OF RJ45 JACKS, NO NUMBER = 1) WITH 1" CONDUIT TO ABOVE CEILING D DATA OUTLET WITH 1" CONDUIT TO ABOVE CEILING (NUMBER = NUMBER OF RJ45 JACKS, NO NUMBER = 1) WAP V WIRELESS ACCESS POINT VD VIDEO SURVEILLANCE OUTLET AT CAMERA 9 PROJECTOR j TEACHING CAMERA Fm__d VOICE ENHANCEMENT SYSTEM AMP MICROPHONE OUTLET O AUXILIARY OUTLET WM WIRELESS MIC ANTENNA A� ASSISTED LISTENING ANTENNA = M MONITOR S SCREEN (8'W x 5'H) REX REQUEST TO EXIT cR CARD READER CR/J CARD READER, JAMB MOUNTED. FD sl DOOR SWITCH Ms MOTION SENSOR s { MOTION SENSOR WALL MOUNT CCTV CAMERA DD SECURITY SIREN ® SECURITY KEYPAD r7l ELECTRIC LOCK mT MAGNETIC LOCK FAS1 AUDIO SENSOR Y $ C _ _ r:: EXIST DEVICE/FIXTURE AS INDICATED _ �Z EXISTING PANCAKE MOLD WITH INTEGRAL DEVICES AS INDICATED. r J C / 0 EXIST DEVICE/FIXTURE AS INDICATED TO BE REMOVED n CIRCUIT BREAKER CIRCUIT BREAKER DRAWOUT - SWITCH SWITCH DRAWOUT FUSED SWITCH -EF FUSED SWITCH DRAWOUT -�J- FUSE - <-r' J_ �- FUSE DRAWOUT TRANSFORMER GROUNDING PER CODES ►� BUS TAP 1/i 208V OR 240V PANEL G6 LVR gffm- 480V PANEL FT] TRANSFORMER FDIC FURNISHED BY OWNER INSTALLED BY CONTRACTOR FOI❑ FURNISHED BY OWNER INSTALLED BY OWNER GFI GROUND FAULT CIRCUIT INTERRUPTER IG ISOLATED GROUND WP WEATHERPROOF A ACCESS CONTROL CIRCUIT AS REQUIRED. PROVIDE IN RACEWAY IN WALLS AND ABOVE NON ACCESSIBLE CEILINGS. AL ALERTING SYSTEM CIRCUITRY IN RACEWAY, 3/4C IN MINIMUM. AV AV SYSTEM CIRCUITRY. SEE AV DIAGRAMS. C CLOCK SYSTEM CIRCUITRY. PROVIDE IN RACEWAY IN WALLS AND ABOVE NON ACCESSIBLE CEILINGS. ANALOG CLOCK CIRCUITS SHALL BE IN RACEWAY. CC VIDEO SURVEILLANCE CIRCUIT. PROVIDE IN RACEWAY IN WALLS AND ABOVE NON -ACCESSIBLE CEILINGS. CT CABLE TRAY FA FIRE ALARM SYSTEM CIRCUITRY AS REQUIRED BY MANUFACTURER IN METALLIC RACEWAY INTERCOM SYSTEM CIRCUITRY. PROVIDE IN RACEWAY IN WALLS AND ABOVE NON -ACCESSIBLE CEILINGS LH LINEAR HEAT DETECTOR LV LOW VOLTAGE CIRCUITRY AS REQUIRED BY MANUFACTURER IN RACEWAY WHERE IN WALLS, ABOVE NON -ACCESSIBLE CEILINGS OR EXPOSED. P PLUGMOLD P FLOOR MOUNTED RACEWAY SYSTEM WITH INTEGRAL COMM AND POWER OUTLETS AS INDICATED NC NURSE CALL SYSTEM CIRCUITRY AS REQUIRED. PROVIDE IN RACEWAY IN WALLS AND ABOVE NON -ACCESSIBLE CEILINGS. S SECURITY SYSTEM CIRCUITRY AS REQUIRED BY MANUFACTURER. ROUTE IN RACEWAYS WHERE IN WALLS OR ABOVE NON -ACCESSIBLE CEILINGS. T COMMUNICATIONS CIRCUIT. PROVIDE IN RACEWAY IN WALLS AND ABOVE 1 T NONACCESSIBLE CEILINGS. NUMBER OF TELEPHONE(T) AND DATA(D) CABLES AS INDICATED BY DATA/VOICE OUTLET SYMBOL. T DATA AND VOICE CABLES. QUANTITY AND TYPE AS INDICATED BY OUTLET TV TV CIRCUIT, PROVIDE IN RACEWAY IN WALLS AND ABOVE NONACCESSIBLE CEILINGS W SURFACE METAL RACEWAY OR WIREMOLD A B DETAIL INDICATOR WITH SHEET WHERE DRAWN INDICATED SECTION INDICATOR XXXX AVAILABLE FAULT CURRENT AS INDICATED DFLAG NOTE NORTH i 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE E (206) 441-0478 FAX jj�FITZMAURICE &A55C7CIATESEmm 1200 Westlake Ave. N.. Suite 509 Seattle, tNA 98109 p 206-285-7228 f206-285-7294 o 0O���ON�y��E C EDMONDS SCHOOL DISTRICT sug"Albu low" 9300 236TH ST. SW, EDMONDS, WA 98020 A B❑ B❑ C D D D ZONE KEYPLAN CUP 01 07/25/16 CUP RESPONSE 01 MARK DATE DESCRIPTION ISSUE DATE: 09 JANUARY 2017 ISSUE: BUILDING PERMIT PROJECT NO: 2015913.00 DRAWN BY: AS/RS/BN CHECKED BY: IVIF/AB COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" A LEGEND 1 5 6 k ELECTRICAL SITE PLAN 1 11 = 50'-0" NORTH � 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX 1 jTjIFAj:j%nk TjWAMWnff:r41&jjjkj TZMAURICE Emm 1200 Westlake Ave. N.. Suite 509 Seattek, VVA 98109 p 206-285-7228 f 206-285-7294 Edmonds W SCHOOL DISTRICT Each student learning, every day[ EDMONDS SCHOOL DISTRICT MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 m 19 f, I ZONE KEYPLAN CUP 01 07/25/16 CUP RESPONSE 01 MARK DATE DESCRIPTION ISSUE DATE: 09 JANUARY 2017 ISSUE: BUILDING PERMIT PROJECT NO: 2015913.00 DRAWN BY: AS/RS/BN CHECKED BY: M1F/AB COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" A ELECTRICAL DEMO SITE PLAN : I I I a ffaI 1 4 9 El 5 NO A.3B ft { ``EFI €® i DER FOR SN SP 91.8 5 TRANSFORMER RA OSF iR f ER LOCATION. A... V J4 d A VAULT 1 pI 1 DETAILS 1 Fi i8 i` TO A 4..Fp.. PROVIDED )g 54 fp8 bp.. B i €.36f i`h AA by BII EI b �l I i STU SERVICE f m, STU SERVICE f m, MR 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-41 51 OFFICE (206) 441-0478 FAX 1231 NW HOYT ( SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC Foy studentEdmonds V SCHOOL DISTRICT Each - every a« EDMONDS SCHOOL DISTRICT MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 g C1 C2 A D1 D2 D3 ZONE KEYPLAN MARK DATE ISSUE DATE: ISSUE: DESCRIPTION 09 JANUARY 2017 PROJECT NO --------- --------- --------- 2015913.00 DRAT WBX� Author CHECKED BY: Checker COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" FLOOR PLAN - ZONE A - LIGHTING Em221A I I I I I Ill D FIRE ALARM PANE MAIN VOICE STATI (FACP) I w WL-3 U FLOOR PLAN - ZONE B - LIGHTING 1/8" = 1 1-01, WL-3 ANELHXA 5 RL-7 ME= FLAG NOTES: >LOCATE LIGHTS AROUND ALL MECHANICAL EQUIPMENT, PIPING, DUCTWORK, ETC. PROVIDE ALL ADDITIONAL UNISTRUT, HANGER RODS, ETC. REQUIRED TO ACCOMMODATE ALL OBSTACLES. 4 G F'R E Ej N �00M RL-7 WE= RL-7 E!S= MR 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE E (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (5 03) 2 24-403 2 OFFICE (5 03) 2 24-0918 FAX MAHLUM ARCHITECTS INC -------------- A x I I 7 Edmonds SCHOOL DISTRICT Each student learning, every day! EDMONDS SCHOOL DISTRICT MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 ZONE KEYPLAN MARK DATE DESCRIPTION ISSUE DATE: 09 JANUARY 2017 ISSUE: BUILDING PERMIT PROJECT NO: ---------------------------------------------------------- -------------- 2015913,00 DRMN-BY! -AS/RS-/BN- CHECKED-BY: --------------------------------------------------------- --------------------- ---------- MF/AB_ COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" A FLOOR PLAN - ZONE B - LIGHTING NORTH 0 2 1 3 1 4 1 3 1 3 E-221 B mahlum 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC NOW SCROOL DISTRICT Ekh ttudjbht 1�4rning�)oveirydal EDMONDS SCHOOL DISTRICT MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 B'--- 0 0 A D1 D2 ZONE KEYPLAN MARK DATE DESCRIPTION ISSUE DATE: 09 JANUARY 2017 PROJECT -NO.- 2015913.00 DRAWN BY: Author CHECKED BY: Checker COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" FLOOR PLAN - ZONE C - LIGHTING E-221 C I I I I I mahlum I I O ti c� RL-7 9 I 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC Q 4) RL-7 RL-7 RL-7 RL-7 RL-7 9 _,_..; ...___.� 2 _.. .:. _.._ ,w E --T DAYLIGHT DAYLIGHT DAYLIGHT DAYLIGHT :mT ZONE 1 I ZONE 2 7 a I ZONE 2 I ZONE 1 2 RL-2 2 RL-2 RL-2 RL-2 n RL-2 n RL-2 7c 7a,4 7b I n I n 7c 7b 7a 4 U U -7 RL RL-7 RL-7 8 8 ED F-- DEE] D ED 8 TE —I D D Ff FTE F -s ED $ Fo I FTE FTE RL-2 RL-2 RL-2 RL-2 RL 2 RL 2 ORI-2 ORI-2 RL-2,- RL-2 RL 2 RL 7d 7e 7d D RL-2 RL-2 D 7f 7e 7d 7d 7e 7d RL- RL- 7d 7e 7d 7a 7a 7a 7a SKYLIGHT, -.SKYLIGHT KYLIGHT SKYLIGHT P RL-7 LL]i Ll �)2 -C p 9 ED PC EP C EP I PC PC RL-2 RL-2 RL-7 RL-2 I RL-2 RL-: RL-7 7d .......... .. .. . 7d 9 7d 7e RL-2 7d 9 RL-2 RL-2 Al r, 7e cl ftllD 7� 7e t F Ll L IC IRL-2 RL 2 1 RL-2 RL-2 I PANEL L4L,L4X I PANEL 1-61. W SCROOL DIST91CT Ekh studeht t64rnMg, eve(� d4i EDMONDS SCHOOL DISTRICT MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 A D1 D2 D3 r77 71 ZONE KEYPLAN L MARK DATE ISSUE DATE: ISSUE: DESCRIPTION PROJECT NO: 2015913.00 E DRAWN BY: Author 7 CHECKED BY: Checker COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" li A A FLOOR PLAN -ZONED FLOOR PLAN -ZONED LIGHTING 6 < E inLIGHTING ] 1/8" = 1 '-0" 9 1 1 NORTH Em221 D 1 1 1 2 1 3 1 4 1 5 1 3 1 mahlum 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC Foy Edmon& W SCROOL DISTRICT Ekh ttudjbht 1�4rning�)oveirydal EDMONDS SCHOOL DISTRICT MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 ZONE KEYPLAN MARK DATE ISSUE DATE: ISSUE: DESCRIPTION 09 JANUARY 2017 PROJECT -NO.- 2015913.00 DRAWN BY: Author CHECKED BY: Checker COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" FLOOR PLAN - MEZZANINE - LIGHTING E-222 mahlum 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC Foy Edmon& W SCROOL DISTRICT Ekh ttudjbht 1�4rning�)oveirydal EDMONDS SCHOOL DISTRICT MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 ZONE KEYPLAN MARK DATE ISSUE DATE: ISSUE: DESCRIPTION 09 JANUARY 2017 PROJECT -NO.- 2015913.00 DRAWN BY: Author CHECKED BY: Checker COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" FLOOR PLAN - ZONE A - ELECTRICAL E-321A mahlum 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC 1— ( A No Edmoh& NOW SCROOL DISTRICT Ekh ttudjbht 1�4rning�)oveirydal EDMONDS SCHOOL DISTRICT MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 ZONE KEYPLAN MARK DATE DESCRIPTION ISSUE DATE: 09 JANUARY 2017 PROJECT -NO.- 2015913.00 DRAWN BY: Author CHECKED BY: Checker COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" FLOOR PLAN - ZONE B - ELECTRICAL E-321 B mahlum 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC Foy Edmon& W SCROOL DISTRICT Ekh ttudjbht 1�4rning�)oveirydal EDMONDS SCHOOL DISTRICT MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 B'--- 0 0 A D1 D2 ZONE KEYPLAN MARK DATE ISSUE DATE: ISSUE: DESCRIPTION 09 JANUARY 2017 PROJECT -NO.- 2015913.00 DRAWN BY: Author CHECKED BY: Checker COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" FLOOR PLAN - ZONE C - ELECTRICAL E-321 C I I I I I FLAG NOTES: > POWER SERVED FROM CU ON ROOF. PROVIDE 1/2"-4#12 mahlum " 6 E 31 GROUPED UNDER COMMON PLATE (TYP) wp 0 0 IN PLANTER (TYP) L4P-1,3,5 L4P-7,9,11 -PANEL HMG LHX-7 ' 9 111-4#10 L4X-8,10,12 SAC-05A 1MCA,15MOCP, 208V,10 26 13k: @ 28 PANEL L4P— UH-9.4,6KW,208V,30 L4M-2,4,6 L4P-26,28,30 1 SAC-05B, 1MCA,14MOCP, PANEL L4X- 208V,10 PANEL L4L— HRU-04, 50MCA,60MOCP, 208V,30 L4P-13,15,17 L2M-8,10,12 1.25"-4#6 L, GROUPED UNDER COMMON PLATE (TYP) wp 026 ---------- 7 ------- - ----------- ---- ------ ---------------- 0 0 --- — ------- - ............. =' _ -+Ip L6P-2,4,6 EWH-06 6KW,208V,10 L4P-8,10,12 L6P-8,10,12 CP-13, 1/6HP,120V,10 PANEL HMH- ANEL HMG 4H-10,4.6KW,208V,30 L4M-2,4,6 7 - HRU-05,50MCA 60MOCP,208V,30 HRU-06 L4M-7,9,11 50MCA,60MOCP 1.25"-4#6 208V,30 1.25"-4#6 - L4M-1,3,5 1 "-3#12,4#10 L6P- 14,16,18 L4P-14,16,18 A FLO PR PLAN -ZONED - 13 POw ER 1/8" = 1 1-01, 0 m N I m 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC Foy Edmoh& W, SCROOL DISTRICT Ekh ttudeht 1�4rning� �eveeyday! 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SW, EDMONDS, WA 98020 ZONE KEYPLAN MARK DATE ISSUE DATE: ISSUE: DESCRIPTION 09 JANUARY 2017 PROJECT -NO.- 2015913.00 DRAWN BY: Author CHECKED BY: Checker COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ' I • E-322 mahlum 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC Foy Edmon& W SCROOL DISMICT Ekh ttudjbht 1�4rning�)oveirydal EDMONDS SCHOOL DISTRICT MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 ZONE KEYPLAN MARK DATE ISSUE DATE: ISSUE: DESCRIPTION 09 JANUARY 2017 PROJECT -NO.- 2015913.00 DRAWN BY: Author CHECKED BY: Checker COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" E-331A 1 1 2 1 3 1 4 1 5 I mahlum C2 I m I I m DS A DC.„, . ..91 1 .. ... .. j 20V-1 0 z" ................ . z . . I. . .. . . . D ... .... . . .. . .. . S DS DS I . 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SW, EDMONDS, WA 98020 ZONE KEYPLAN MARK DATE ISSUE DATE: ISSUE: DESCRIPTION PROJECT -NO.- 2015913.00 DRAWN BY: Author CHECKED BY: Checker COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" I I I I I mahlum 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC Foy Edmon& W SCROOL DISMICT Ekh ttudjbht 1�4rning�)oveirydal EDMONDS SCHOOL DISTRICT MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 B'--- 0 0 A D1 D2 ZONE KEYPLAN MARK DATE ISSUE DATE: ISSUE: DESCRIPTION 09 JANUARY 2017 PROJECT -NO.- 2015913.00 DRAWN BY: Author CHECKED BY: Checker COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" E-331 C mahlum 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 SIPORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX I MAHLUM ARCHITECTS INC Foy a EdmOnas SCHOOL DiSTRICT IE�kh �§Wd)-iritlearhft, �-vbf* d�al EDMONDS SCHOOL DISTRICT MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 ZONE KEYPLAN MARK DATE ISSUE DATE: ISSUE: DESCRIPTION 09 JANUARY 2017 PROJECT -NO.- 2015913.00 DRAWN BY: Author CHECKED BY: Checker COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" E-331 D 1 3 4 i C C IV 0 1 /4" = 1'-0" SEE NOTE 16 STA11ONS E1 RUN jO=LN SEE NOTE 17 E23 E22 PULL E21 ----- ------ DATA PC ENTRY _----------- - __ (E10 E4 E2 V :E3KITCHEN 920 SF COOKING/PREP SERVERY 671 SF C ATA PORT E21 /ram. ENTRY REMOTE COND. UNIT FOR REFRIGERATION SYSTEM LL OL N TO L -J\54 SF LL BOX EL ECTD CAL SCR ED U L E ITEM NO. ENO. VOLTS 0 DESCRIPTION LOCK HEIGHT SERVICE TO : RATING REMARKS 2 E1 120 1 DCO WALL 24" REACH -IN REFRIGERATOR 11. 8 AMPS FURNISHED WITH NEMA 5-15P 5 E2 208 3 J-BOX ROOF VERIFY W.I. FREEZER CONDENSING UNIT 2-1/2 HP SYSTEM A - BEACON SYSTEM 4 E3 120 1 J-BOX CEILING - - - WALK-IN DOOR HEATER 500 W --- 4 E4 120 1 J-BOX CEILING - - - (2) WALK-IN LIGHTS 160 W 80 W EACH 5 E5 208 1 J-BOX CEILING - - - WALK-IN FREEZER EVAPORATOR 7. 8 AMPS SYSTEM A - BEACON SYSTEM 4 E6 120 1 J-BOX CEILING - - - WALK-IN DRAIN LINE HEATER 500 W --- 15 E7 208 3 J-BOX WALL 13" WAREWASHER (TANK HEAT/MOTORS) 5 KW & 2 HP 15 E8 208 3 J-BOX WALL 10" WAREWASHER BOOSTER HEATER 8. 5 KW --- 15 E9 120 1 DCO WALL 15" WAREWASHER DETERGENT FEED 1440 W --- 17 E10 208 3 J-BOX WALL 14" DISPOSER 2 HP CONNECTIONS TO DISPOSER, SOLENOID & SWITCH --- E11 120 1 IDCO WALL 18" CONVENIENCE 1440 W DEDICATED CIRCUIT --- E12 --- -- NOT USED --- --- --- --- --- --- E13 --- -- NOT USED --- --- --- --- --- --- E14 --- -- NOT USED --- --- I --- --- --- 22 E15 120 1 CEILING PENDANT CEILING --- MOBILE COLD TRANSPORT CART 4. 6 AMPS FURNISHED WITH NEMA 5-15P 23 E16 120 1 CEILING PENDANT CEILING --- MOBILE HOT HOLDING CABINET 12 AMPS FURNISHED WITH NEMA 5-15P --- E17 1120 1 DCO WALL 45" CONVENIENCE 1440 W DEDICATED CIRCUIT 26 E18 120 1 J-BOX CEILING --- (1) CANOPY HOOD LIGHT 80 W 8OW EACH 28 E19 120 1 DCO'S (STACKED) WALL 12 g" DOUBLE STACKED CONVECTION OVENS 7. 9 AMPS EACH OVEN. FURNISHED WITH NEMA 5-15P 30 E20 120 1 IDCO WALL 45" MICROWAVE OVEN 13. 4 AMPS FURNISHED WITH NEMA 5-15P 36 E21 1120 1 DCO WALL 18" POINT OF SALE SYSTEM 1 KW ISOLATED & DEDICATED 37 E22 1120 1 DCO (DAISY -CHAIN) FIXTURE VERIFY MOBILE MILK COOLER 6. 8 AMPS FURNISHED WITH NEMA 5-15P. POWER FROM E25 38 E23 120 1 DCO (DAISY -CHAIN) FIXTURE VERIFY COLD FOOD SERVING STATION 8. 5 AMPS INCLUDE 0 .5 AMPS FOR DISPLAY LIGHTS. FURN. W/NEMA 5-15P. POWER FROM E25 39 E24 120 1 IDCO (DAISY -CHAIN) FIXTURE VERIFY HEATED PIZZA DISPLAY CASE 11. 6 AMPS FURNISHED WITH NEMA 5-15P. POWER FROM E25 40 E25 120 1 SCO WALL 18" HOT FOOD SERVING STATION 60 AMPS POWER FOR: HOT & COLD FOOD UNITS, DISPLAY LIGHTS, & PIZZA CASE. VERIFY NEMA PLUG CONF. 41 E26 120 1 SCO WALL 18" HOT FOOD SERVING STATION 48. 4 AMPS POWER FOR: HOT & COLD FOOD UNITS & DISPLAY LIGHTS. VERIFY NEMA PLUG CONF. 38 E27 120 1 DCO (DAISY -CHAIN) FIXTURE VERIFY COLD FOOD SERVING STATION 8. 5 AMPS INCLUDE 0 .5 AMPS FOR DISPLAY LIGHTS. FURN. W/NEMA 5-15P. POWER FROM E26 37 E28 120 1 DCO (DAISY -CHAIN) FIXTURE VERIFY MOBILE MILK COOLER 6. 8 AMPS FURNISHED WITH NEMA 5-15P. POWER FROM E26 ELECTR CD U 0TE'S 1. THIS DRAWING IS NOT TO BE USED FOR ESTABLISHING ROUGH -IN LOCATIONS. REFER TO DIMENSIONED DRAWINGS PREPARED BY THE KITCHEN EQUIPMENT CONTRACTOR. 2. UNDER ELECTRICAL WORK OF DIVISION 26, PROVIDE ALL ROUGH -INS AND FINAL CONNECTIONS IN CONFORMANCE WITH LOCAL CODES. 3. HOOD LIGHTS ARE FURNISHED UNDER KITCHEN EQUIPMENT, DIVISION 11. UNDER ELECTRICAL WORK OF DIVISION 26, FURNISH AND INSTALL SWITCHES AND FURNISH AND INSTALL ALL INTERCONNECTING CONDUIT AND WIRING CONCEALED FROM SIGHT. 4. UNDER ELECTRICAL WORK OF DIVISION 26, FURNISH AND INSTALL ALL INTERCONNECTING WIRING ACROSS CEILING AS REQUIRED BETWEEN HOODS AND HOOD FIRE CONTROL PANEL. 5. WALK-IN COLD STORAGE ROOMS, LIGHTS, AND CEILING MOUNT EVAPORATORS ARE FURNISHED AND INSTALLED UNDER KITCHEN EQUIPMENT, DIVISION 11. UNDER ELECTRICAL WORK OF DIVISION 26, FURNISH AND INSTALL ALL INTERCONNECTING CONDUIT AND WIRING ABOVE CEILING CONCEALED FROM SIGHT. 6. ALL ELECTRICAL RECEPTACLES SHALL BE MOUNTED HORIZONTALLY ON FIXTURES AND WALLS. 7. ALL EVAPORATOR MOTOR CONNECTIONS SHALL BE MADE WITH CONDUIT TO A J-BOX. PLUG-IN TYPE CONNECTIONS WILL NOT BE ACCEPTED. 8. COLD STORAGE ROOM EVAPORATOR DRAIN LINES (INCLUDING HEAT TAPE FOR FREEZER DRAIN) ARE FURNISHED AND INSTALLED UNDER KITCHEN EQUIPMENT, DIVISION 11. TRAP AT OUTLET END. 9. REFRIGERATION, BEER & GLYCOL SYSTEM, AND BEVERAGE LINES SHOWN ARE SCHEMATIC ONLY AND SHALL BE ADJUSTED TO FIT BUILDING CONDITIONS. SHEET XK-103 FOR DETAILS & LOCATIONS. 10. UNDER ELECTRICAL WORK OF DIVISION 26, PROVIDE ALL DISCONNECTS, INTERLOCKS, AND CONTRACTORS REQUIRED BY LOCAL CODES. 11. UNDER ELECTRICAL WORK OF DIVISION 26, FURNISH AND INSTALL SHUNT TRIP CIRCUIT BREAKERS TO SHUT OFF POWER SUPPLY TO ALL ELECTRICAL COOKING EQUIPMENT DURING FIRE SYSTEM ACTIVATION. 12. UNDER WORK OF KITCHEN EQUIPMENT, DIVISION 11, FURNISH AND INSTALL STAINLESS STEEL OR CHROME PLATED ESCUTCHEON PLATES FOR ALL ELECTRICAL CONNECTIONS PENETRATING COUNTER TOPS FOR BELOW COUNTER PLUG -INS. 13. UNDER ELECTRICAL WORK OF DIVISION 26, FURNISH AND INSTALL ALL INTERCONNECTING WIRING AS REQUIRED BETWEEN BOOSTER HEATER AND DISHWASHER. 14. UNDER ELECTRICAL WORK OF DIVISION 26, FURNISH AND INSTALL ALL INTERCONNECTING WIRING BETWEEN WAREWASHER CONTROL PANEL AND EXHAUST FAN FOR AUTO FAN ON/OFF DURING EQUIPMENT OPERATION. 15. UNDER ELECTRICAL WORK OF DIVISION 26, PROVIDE POWER TO EXHAUST FAN ON ROOF AND INTERLOCK WITH MAKE-UP AIR SUPPLY UNIT PER PER MECHANICAL ENG. PLANS. PROVIDE WALL SWITCH WITH PILOT LIGHT @ 48" ABOVE FINISHED FLOOR. 16 REFRIGERATION BEACON SYSTEM CONTROLLER, FURNISHED BY DIVISION 11, SHALL MONITOR WALK-IN EVAPORATORS & CONDENSING UNITS. UNDER ELECTRICAL WORK OF DIVISION 26 PROVIDE POWER FROM EVAPORATOR COILS USING 24V 18 GA. LOW VOLTAGE WIRING. 17. RUN 1" DIA. CONDUIT FOR ISOLATED & DEDICATED CASH SYSTEM COMMUNICATION LINES. RUN UNDER SLAB TO PULL BOX, UP WALL, ACROSS CEILING, & CONNECT TO PULL BOX LOCATED 0 MANAGERS STATION.. VERIFY -ALL SYSTEM _REQUtR NTS; FOR OWN SUP D E_PMENT SYMBOLS 12" X 12" PULL BOX AT HEIGHT NOTED ON PLAN. MEASURED FROM FINISHED FLOOR NOT RAISED BASES. TO C OF P . AND FLUSH �� WITH FIN. WALL. USE 2" 0 CONDUIT, DOWN, WITH WALL FROM ABOVE CEILING. ALL THE ABOVE FURNISHED AND INSTALLED BY ELECTRICAL CONTRACTOR. X REFRIGERATION LINE CONNECTION AT EVAPORATOR BY KITCHEN EQUIPMENT CONTRACTOR 0 REFRIGERATION SYSTEM BY KITCHEN EQUIPMENT CONTRACTOR. INSULATED REFRIGERATION LINES. RUN FROM CONDENSING UNITS AND ABOVE FINISHED CEILING BY KITCHEN EQUIPMENT CONTRACTOR CONDUIT UNDER FLOOR SIZE AS NOTED ON PLAN FROM PB IN WALL CONDUIT SHALL HAVE 24" MINIMUM RADIUS BENDS. FURNISHED AND INSTALLED BY ELECTRICAL CONTRACTOR. BACK PRESSURE SUCTION REGULATOR LINE EXPANSION VALVE SOLENOID SHUT-OFF EVAPORATOR VALVE SIGHT CGLASS DRIER/ LIQUID 7STRAINER LINE CONDENSING UNIT REMOTE, NORMAL TEMP. REF'R. SCHEMATIC NO SCALE INCLUDE CRANKCASE HEATERS ADD OIL SEPARATORS ALL SYSTEMS FOR ALL SYSTEMS EXPOSED TO LOW TEMPERATURE DESIGNED FOR TO FREEZING WEATHER. SYSTEMS +90 AMBIENT ELECTRICAL SYMBOL LEGEND DCO (DUPLEX CONVENIENCE OUTLET) J-BOX (JUNCTION BOX) SCO Z L THERMOSTAT SOLENOID � MOTOR SWITCH(S) $ LIGHT NORTH 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE E (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC jj�FITZIVIAURICE &A55C7CIATES + -- 1200 Westlake Ave. N.. Suite 509 Seattle, WA 98109 p 206-285-7228 f206-285-7294 o �*O���ON�y��E C B ZONE KEYPLAN CUP 01 07/25/16 CUP RESPONSE 01 MARK DATE DESCRIPTION ISSUE DATE: 09 JANUARY 2017 ISSUE: BUILDING PERMIT PROJECT NO: 2015913.00 DRAWN BY: AS/RS/BN CHECKED BY: MF/AB COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42' A KITCHEN PLAN - ELECTRICAL c- 1 5 N mahlum 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC Foy Edmon& W SCROOL DISMICT Ekh ttudjbht 1�4rning�)oveirydal EDMONDS SCHOOL DISTRICT MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 ZONE KEYPLAN MARK DATE ISSUE DATE: ISSUE: DESCRIPTION 09 JANUARY 2017 PROJECT -NO.- 2015913.00 DRAWN BY: Author CHECKED BY: Checker COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" E-421A 1 1 2 1 3 1 4 1 5 1 6 mahlum 11 -�j J D, B A 4 (3 1/8" = 1 1-01, o M Colo I no W0161 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE E (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (5 03) 2 24-403 2 OFFICE (5 03) 2 24-0918 FAX MAHLUM ARCHITECTS INC A x Edmonds SCHOOL DISTRICT Each student learning, every day! EDMONDS SCHOOL DISTRICT MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 N B ZONE KEYPLAN MARK DATE DESCRIPTION ISSUE DATE: 09 JANUARY 2017 ISSUE: BUILDING PERMIT PROJECT -NO.- 2015913.00 DRAWN BY: Author CHECKED BY: Checker COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" A FLOOR PLAN - ZONE B - COMM 1 1 2 1 4 1 4 1 5 1 6 a mahlum 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC Foy Edmon& W SCROOL DISTRICT Ekh ttudjbht 1�4rning�)oveirydal EDMONDS SCHOOL DISTRICT MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 B'--- 0 0 A D1 D2 ZONE KEYPLAN MARK DATE ISSUE DATE: ISSUE: DESCRIPTION 09 JANUARY 2017 PROJECT -NO.- 2015913.00 DRAWN BY: Author CHECKED BY: Checker COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" FLOOR PLAN - ZONE C - COMM E-421 C mahlum 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC ("E Foy SCROOL DISTRICT Ekh ttudeht 1�4rning� �eveeyday! EDMONDS SCHOOL DISTRICT MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 H (j) ZONE KEYPLAN MARK DATE ISSUE DATE: ISSUE: DESCRIPTION 09 JANUARY 2017 PROJECT -NO.- 2015913.00 DRAWN BY: Author CHECKED BY: Checker COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" FLOOR PLAN - ZONE D - COMM E-421 D mahlum 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC Foy Edmon& W SCROOL DISTRICT Ekh ttudjbht 1�4rning�)oveirydal EDMONDS SCHOOL DISTRICT MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 ZONE KEYPLAN MARK DATE ISSUE DATE: ISSUE: DESCRIPTION 09 JANUARY 2017 PROJECT -NO.- 2015913.00 DRAWN BY: Author CHECKED BY: Checker COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" FLOOR PLAN - MEZZANINE - COMM :eA m mahlum 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC Foy Edmon& W SCROOL DISTRICT Ekh ttudjbht 1�4rning�)oveirydal EDMONDS SCHOOL DISTRICT MADRONA SCHOOL REPLACEMENT 9300 236TH ST. 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A -------------------------------------------------------------------------- SERS 'Cl B F L B x ............... Ll �` I r N_ F, ZONE KEYPLAN - I 77i A L L W A Y GYM 2 3 5 MARK DATE ISSUE DATE: FLOOR PLAN - ZONE B - ESS ISSUE: 1/8" = V-0" ti PROJECT NO 2015913.00 -- E DRAWN BY: Author CHECKED BY: Checker COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" 11i A FLOOR PLAN - ZONE B - ESS A E 0 NORTH Em521 B 0 3 3 4 3 3 DESCRIPTION 09 JANUARY 2017 mahlum 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC Foy Edmon& W SCROOL DISTRICT Ekh ttudjbht 1�4rning�)oveirydal EDMONDS SCHOOL DISTRICT MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 B'--- 0 0 A D1 D2 ZONE KEYPLAN MARK DATE ISSUE DATE: ISSUE: DESCRIPTION 09 JANUARY 2017 PROJECT -NO.- 2015913.00 DRAWN BY: Author CHECKED BY: Checker COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" FLOOR PLAN - ZONE C - ESS E-521 C mahlum 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC E Foy Edmon& SCROOL DISTRICT Ekh ttudeht 1�4rning�)oveiryda)(! EDMONDS SCHOOL DISTRICT MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 H ZONE KEYPLAN MARK DATE ISSUE DATE: ISSUE: DESCRIPTION 09 JANUARY 2017 PROJECT -NO.- 2015913.00 DRAWN BY: Author CHECKED BY: Checker COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" FLOOR PLAN - ZONE D - ESS E-521 D mahlum 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC Foy Edmon& W SCROOL DISTRICT Ekh ttudjbht 1�4rning�)oveirydal EDMONDS SCHOOL DISTRICT MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 ZONE KEYPLAN MARK DATE ISSUE DATE: ISSUE: DESCRIPTION 09 JANUARY 2017 PROJECT -NO.- 2015913.00 DRAWN BY: Author CHECKED BY: COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" FLOOR PLAN - MEZZANINE - ESS E-522 1 2 3 0 4 0 i C IV A GENERATOR 150KW 480Y/277V,30,4W FIRE PUMP TAP PER NEC 230 SNOPUD TRANSFORMER 31 1600S EUSERC #41 PIPING — STEEL UFER ►.- �225/3 #410- SWITCHBOARD #1 480Y/277V,30,4W �23--LBTS` nrn 250 HMA 45T < M 250/3 HVAC 45/3 30 KVA HMB n M 300 n 45T < 300/3 HVAC 45/3 GFI M HEAT PUMP HVAC 1600/3 n M ELEVATOR E1 225 KVA n 350T M 350/3 PLUG n 50 H B M 50/3 LTS 300/3 INSTALL VERIS METER. 50 HC SUBTRACT LIGHTS AND M PLUGS FOR HVAC LOAD. 50/3 LTS DISTRIBUTION L2 I L 225 KVA 350T 350/3 125/3 50/3 FIRE PUMP ATS/CONTROLLER 400 90/3 100 n 100 J 50/3 200 � 200 125/3 DIST EM NTS FIRE PUMP i JOCKEY PUMP ATSX 50 AMP-4POLE DISTRIBUTION L1 208Y/120V,30,4W FUTURE PORTABLES INSTALL VERIS METER FOR LIGHTS AND PLUGS LIGHTS HARD INTERLOCK BETWEEN FIRE PUMP ATS AND AT XE. SHED ATS XE WHEN FIRE PUMP ATS STARTS. ATS 5A 2 1 C �5A 200 45KVA LXEA ;EA 70T 125 n 70/3 125/3 30 KVA XA n 50T 100 15/3 LXA �..� 30/3 100/3 30/3 LXEB L2X 30/3 M L3X M 30/3 _v LIGHTING BUS CCTS 1-7 PLUG LOAD BUS CCTS 8-14 PLUG 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE E (206) 441-0478 FAX 1231 NW HOYT 1 SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC jj�FITZMAURICE & AS5C7CIATES - - 1200 Westlake Ave. N.. Suite 509 Seattle tNA 98109 p 206-285-7228 f206-285-7294 L4X I I 30/3 30/3 Lo D �G L5X M 4 30/3 30/3 I i I i i i L6X M 70 �1 30/3 30/3 Edmonds M { SCHOOL DISTRICT`' Each student learning, every day[ i i EDMONDS SCHOOL DISTRICT i MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 4"-FO IN INNERDUCT, 8 DATA CABLES 4"-INTERLOCKSECURITY ACCESS CONTROL 1.5"-FIRE ALARM 4" SPARE TYPICAL CLASSROOM BUILDING 2.5" WITH FO IN INNERDUCT, 4 UNDERGROUND DATA CABLES 2.5" WITH INTERCOM/CLOCK, SECURITY, ACCESS CONTROL 1" WITH FIRE ALARM 2.5" SPARE 4"-(3) FO IN INNERDUCT, 12 DATA CABLES 4"-(2) FO IN INNERDCUT, & DATA CABLES 4"-INT/CLOCK, SECURITY, ACCESS CONTROL 2"-FIRE ALARM (2)4"-SPARE NTS 4"-(3) FO IN INNERDUCT, 12 DATA CABLES 4"-INT/CLOCK, SECURITY ACCESS CONTROL 2"-FIRE ALARM (2)4" SPARE C min C D D D B ZONE KEYPLAN IDF F IDF G I CUP 01 07/25/16 CUP RESPONSE 01 MARK DATE DESCRIPTION i i ISSUE DATE: 09 JANUARY 2017 i ISSUE: BUILDING PERMIT PROJECT NO: 2015913.00 DRAWN BY: AS/RS/BN CHECKED BY: MF/AB COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" A ONE LINE DIAGRAM I I I I I I I i i i i i i i I I NORTH j 1 5 0 NORTH 0 71 COLUMBIA I FLOOR-4 -Z-,EATTLE WA 98104 (206) 441-4151 OFFICE (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX TZMAURICE Emm 1200 Westlake Ave. N.. Suite 509 Seattek, VVA 98109 p 206-285-7228 f 206-285-7294 Edmonds W SCHOOL DISTRICT Each student learning, every day[ EDMONDS SCHOOL DISTRICT x"A"IN low" a 0 1 AN 9300 236TH ST. SW, EDMONDS, WA 98020 AE c c D D D ZONE KEYPLAN CUP 01 07/25/16 CUP RESPONSE 01 MARK DATE DESCRIPTION ISSUE DATE: 09 JANUARY 2017 ISSUE: BUILDING PERMIT PROJECT NO: 2015913.00 DRAWN BY: AS/RS/BN CHECKED BY: MIF/AB COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42' AV DETAILS 1 4 9 El 5 NO 1 2 3 4 5 6 LIGHTING FIXTURE SCHEDULE LIGHTING FIXTURE SCHEDULE TYPE LAMPS MANUFACTURER DESCRIPTION LOCATION TYPE LAMPS MANUFACTURER DESCRIPTION LOCATION P2 LED KIM DOUBLE LONG ARM MOUNTED SITE RL-2 LED TRULY GREEN SAME AS RL-I BUT 3500 LUMENS. OFFICE, ISA-ALT-3P70- FIXTURE WITH TYPE 3 LIGHTING (BASE 8813 CORRIDOR 540 W 120L-4K-277 DISTRIBUTION. UL WET LABEL, BID) 32 W OHYAMA -20F DRIVER. MOUNT ON 20 OL-PLX-14-38- E FOOT 5 INCH ROUND ALUMINUM N-UNV POLE (KIM#PRA). PROVIDE UTILITY VAULT #24R-8-LB RL-2 LED PLANLED SAME AS RL-I(ADD ALT 08) OFFICE PRECAST POLE BASE WITH (ADD 32 W BT14-032-DM EXCEPT WITH 3400 LUMENS CONDUIT WITH 2' ABOVE GRADE. ALT 277 VOLT. PROVIDE MOTION 08) SENSOR FOR FIXTURE TO REDUCE TO 10% WHEN NO MOTION. RL-2F SAME AS RL-2(BASE) EXCEPT OFFICE (BASE WITH FLANGES FOR RECESSED P3B LED KIM SINGLE LONG ARM MOUNTED SITE BID) MOUNTING IN GWB CEILING. ISA-ALT-3P70- FIXTURE WITH TYPE 3 LIGHTING 270 W 120L-4K-277- DISTRIBUTION. UL WET LABEL, RL-2F SAME AS RL-2(ADD ALT 08) OFFICE NFO -20F DRIVER. MOUNT ON 20 (ADD EXCEPT WITH FLANGES FOR FOOT 5 INCH ROUND ALUMINUM ALT RECESSED MOUNTING IN GWB POLE (KIM#PRA). PROVIDE 08) CEILING. UTILITY VAULT #24R-8-LB PRECAST POLE BASE WITH RL-3 LED COLUMBIA RECESSED I'X4' STATIC LENSED STORAGE CONDUIT WITH 2' ABOVE GRADE. LLT14-40HLG- LED TROFFER. 3000 LUMENS, 277 VOLT, PROVIDE MOTION 35 W A19F-EU 4000K, 277 VOLT. PROVIDE SENSOR FOR FIXTURE TO REDUCE FLANGE KIT FOR GWB CEILING. TO 10% WHEN NO MOTION. P4 LED KIM SINGLE LONG ARM MOUNTED SITE RL-4 LED KURTZON RECESSED I'X4' WET LABEL KITCHEN ISA-ALT-4P70- FIXTURE WITH TYPE 4 LIGHTING WL-G3-IX4- LENSED TROFFER WITH INVERTED 270 W 120L-4K-277 DISTRIBUTION. UL WET LABEL, 76 W 2/LEDR-40-277 LENS. 4000K, 277 VOLT -20F DRIVER. MOUNT ON 20 FOOT 5 INCH ROUND ALUMINUM POLE (KIM#PRA). PROVIDE RL-5 LED FINELITE 2"X4' LENSED LINEAR RECESSED COMMONS UTILITY VAULT #24R-8-LB HP2R-V8-40-F- LED. PROVIDE 0-IOV DIMMING. PRECAST POLE BASE WITH 9.2 277-SC 277 VOLT, 822 LUMENS PER D CONDUIT WITH 2' ABOVE GRADE. W/FT FOOT, 4000K. SEE PLANS FOR 277 VOLT, PROVIDE MOTION CONTINUOUS RUN LENGTHS. SENSOR FOR FIXTURE TO REDUCE TO 10% WHEN NO MOTION RL-6 LED PRESCOLITE RECESSED 6 INCH ADJUSTABLE STAGE 20 W LFA6LEDG4- LED DOWNLIGHT WITH SPECULAR P5 LED KIM SINGLE LONG ARM MOUNTED SITE 6LFA6LEDG4- CLEAR ALZAK REFLECTOR AND ISA-ALT-L5- FIXTURE WITH TYPE 5 LIGHTING 6L1 LENS 270 W P70-12OL-4K- DISTRIBUTION. UL WET LABEL, 277 -20F DRIVER. MOUNT ON 20 FOOT 5 INCH ROUND ALUMINUM RL-7 LED FOCALPOINT RECESSED NARROW EXTERIOR POLE (KIM#PRA). PROVIDE FSM2LWL-FL- FIXTURE, 2 FOOT LONG WITH UL UTILITY VAULT #24R-8-LB 625-2FT WET LABEL AND VANDALPROOF PRECAST POLE BASE WITH LENSE. 277 VOLT AREAS A&B, CONDUIT WITH 2' ABOVE GRADE. 120 VOLT AREAS C&D 277 VOLT. PROVIDE MOTION SENSOR FOR FIXTURE TO REDUCE RL-8 LED TRULY GREEN RECESSED I'X4' LED FIXTURE CORRIDOR, TO 10% WHEN NO MOTION 8813 WITH INTEGRAL DRIVER AND LOW FOR ADD ALT 32 W OHYAMA GLARE OPTICS. 3500 LUMENS, 08 PD LED KIM SINGLE LONG ARM MOUNTED SITE OL-PLX-14-38- 4000K. PROVIDE 0-I0V DIMMING. ISA-ALT-L5- FIXTURE WITH TYPE 5 LIGHTING N-UNV 277 VOLT. WHERE IN DAYLIGHT 134 W P70-60L-4K- DISTRIBUTION. UL WET LABEL, ZONE PROVIDE CONNECTION TO 277 -20F DRIVER. MOUNT ON 12 CONTROL SYSTEM FOR PHOTOCELL FOOT 4 INCH ROUND ALUMINUM AND WALL SWITCH DIMMING POLE. PROVIDE UTILITY VAULT CONTROL #18R-5-LB PRECAST POLE BASE WITH CONDUIT FLUSH WITH SL-I LED COLUMBIA SURFACE INJECTION MOLDED STORAGE, GRADE. 277 VOLT. PROVIDE LWC435-ML-E WRAPAROUND. 277 VOLT AREAS RESTROOMS MOTION SENSOR FOR FIXTURE TO 30 W LITHONIA A&B, 120 VOLT AREAS C&D REDUCE TO 10% WHEN NO MOTION. DAYBRITE PL-I LED COLUMBIA PENDANT MOUNTED INDUSTRIAL MECH, ELEC, SL-2 LED METALUX 18" DIAMETER SURFACE MOUNT COVERED C LCS440-ML-E LED FIXTURE. MOUNT ON #10 IDF, MDF TBLED-LDI-11- LOW BAY FIXTURE WITH WIDE PLAY 48 W CHAIN, 6" BELOW CEILING. W-UNV-L840- DISTRIBUTION. DIE-CAST 4000K, 5600 LUMENS. 277 VOLT CDI-DOS-TR ALUMINUM HOUSING AND LOW AREAS A&B, 120 VOLT AREAS C&D GLARE OPTICS. 277 VOLT. PROVIDE MOTION SENSOR FOR PL-2 LED FLEX LIGHTING PENDANT MOUNTED HIGH BAY LED GYM FIXTURE TO REDUCE TO 10% WHEN ES3PK-A-4MS- FIXTURE. 24,000 LUMENS, NO MOTION. PROVIDE TAMPER 188 W 40-WIDE-FR 4000K. PROVIDE STEM MOUNTING RESISTANT HARDWARE. LIGHTEDGE AND 0-I0V DIMMING DRIVER. 277 BLK4 VOLT. PROVIDE INTEGRAL WL-2 LED FAILSAFE WALL MOUNTED PATIENT BED NURSE PHOTOCELL MPBL-2-LD4- LIGHT. MOUNT HORIZONTAL OVER 19 W UNV-I/LO-I/HO- BED. 4000K, 277 VOLT PL-3 SAME AS SL-I BUT PENDANT STORAGE 40 MOUNT. WL-3 LED PHILIPS EXTERIOR WALL PACK WITH TYPE EXTERIOR PL-4 LED FINELITE PENDANT MOUNTED HIGH LUMEN BAND, CHOIR LPW16-78XX- 3 LIGHTING DISTRIBUTION. UL WALL S16-LED-ID- OUTPUT I'X4' INDIRECT/DIRECT 40 W PCB WET LABEL AND INTEGRAL MOTION 55 W DCO-X-3E-HO- LED FIXTURE ON AIRCRAFT CABLE SENSOR TO REDUCE 50% WHEN NO HO-4000K WITH TOP OPTIC DIFFUSER. MOTION, 277 VOLT AREAS A&B, 5000 LUMENS, 4000K, 277 VOLT. 120 VOLT AREAS C&D PL-5 LED COLUMBIA LED OPEN STRIPLIGHT TO BE CLASSROOM X LED SURE-LITES CEILING DIE CAST LED EXIT SEE PLANS LCS-4-40-HL- MOUNTED ABOVE SHEER ACOUSTIC CAX-7- SIGN WITH ALL MOUNTING 55 W EDI-U-CHSC FABRIC. PROVIDE 0-I0V DIMMING 2.1 W DUAL LITE ACCESSORIES. PROVIDE ARROWS DRIVER AND CHAIN HANGER SE-G- AND FACES AS SHOWN ON ASSEMBLY. 6800 LUMENS, 4000K. LITHONIA DRAWINGS. PROVIDE WHITE BODY 277 VOLT AREAS A&B, 120 VOLT LES- WITH GREEN LETTERS AND AREAS C&D MCPHILBEN UNIFORM LENS OVER LED. 277 ER55L VOLT AREAS A&B, 120 VOLT PL-6 LED FLEX LIGHTING SAME AS PL-2 BUT 6300 LUMENS GYM CHLORIDE AREAS C&D ES3P-A-2MS-40- CAD B' 47 W WIDE-FR XG LED KENALL VANDAL RESISTANT SEE PLANS PL-7 LED SAME AS PL-I BUT 2'-0" LENGTH MECH METSW POLYCARBONATE EXIT LED SIGN. STORAGE 1.8 W METSU (WHEN PROVIDE TAMPERPROOF WALL 24 W NOTED MOUNTING UNLESS NOTED. 277 CEILING VOLT RL-I LED TRULY GREEN RECESSED I'X4' LED FIXTURE CLASSROOM MOUNT) (BASE 8813 WITH INTEGRAL DRIVER AND LOW BID) 50 W OHYAMA GLARE OPTICS. 5000 LUMENS, XW SAME AS X EXCEPT WALL MOUNT. SEE PLANS OL-PLX-14-59- 4000K. PROVIDE 0-I0V DIMMING. N-UNV WHERE IN DAYLIGHT ZONE XR LED LITHONIA RECESSED SELF DIAGNOSTIC SEE PLANS AXLEN PROVIDE CONNECTION TO CONTROL ELMLT BATTERY HEAD UNIT. AX-PLI-50W40K SYSTEM FOR PHOTOCELL AND WALL SWITCH DIMMING CONTROL. 277 X-1 LED DUAL-LITE SELF DIAGNOSTIC BATTERY HEAD SEE PLANS VOLT AREAS A&B, 120 VOLT LZ30-1-03L UNIT, AREAS C&D XR, LED LITHONIA RECESSED SELF DIAGNOSTIC SEE PLANS RL-I LED PLANLED RECESSED 1 X 4 TUNABLE CLASSROOM XIR ELMLT BATTERY HEAD UNIT. (ADD 50 W BT14-050-DM FIXTURE WITH TUNABLE DRIVER ALT LITHONIA AND LOW GLARE OPTICS. 5000 X-IG SAME AS X-1 EXCEPT PROVIDE SEE PLANS 08) BLT14-TUWH LUMENS. PROVIDE TUNABLE POLYCARBONATE VANDAL GUARD. Z CONTROL SYSTEM WITH WALL CONTROLLER, ETHERNET, a PHOTOCELL, AND OCCUPANCY ALL COLORS, FINISHES, ETC. ARE BY ARCHITECT. SENSORS. 277 VOLT AREAS A&B, 120 VOLT AREAS C&D 0 RL-IF SAME AS RL-I(BASE) EXCEPT CLASSROOM m (BASE WITH FLANGES FOR RECESSED o BID) MOUNTING IN GWB CEILING. N A - -' a RL-IF SAME AS RL-IF(ALT BID#08) CLASSROOM 3 (ADD EXCEPT WITH FLANGES FOR ALT RECESSED MOUNTING IN GWB 08) CEILING) Y c 0 m a ci o w O v r 19 � Q � � o q Om @ N � O p O � p q � N N Q tfi ti 1 2 3 4 5 6 i 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE E (206) 441-0478 FAX 1.9 PORTLAND OR 97209 224-4032 OFFICE 1 #* FAX jj�FITZMAURICE A55C7CIATES , _ _ 1200 Westlake Ave. N.. Suite 509 Seattle, tNA 98109 p 206-285-7228 f206-285-7294 Edmonds SCHOOL DISTRICT StudentEach every .. EDMONDS SCHOOL DISTRICT 'D'i ' SCHOOL REPLACEMENT 9 00 ZONE KEYPLAN CUP 01 07/25/16 CUP RESPONSE 01 MARK DATE DESCRIPTION ISSUE DATE: 09 JANUARY 2017 ISSUE: BUILDING PERMIT PROJECT NO: 2015913.00 DRAWN BY: AS/RS/BN CHECKED BY: M1F/AB COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42' A LIGHT FIXTURE SCHEDULE NORTH D I E=700 FA 3 4 P, n. E �o A Lei A t-1 ri CUSTODIAL / RECIEVING 126 WARE - WASHING 7T— 13: —7— ) �j 19 <7 3(0 RECEIVING I F 38 30 - 29 COOKING/PREP 2 2 26 D KITCHEN 117 C38 0 42 ENTRY (-- ENTRY COMMONS 115 ELEC 128 COMMONS STORAGE 127 SERVERY MECH 129 um --------------------------------------------------------------------------------------------------------------------------- ITEM ITEM -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- DESCRIPTION FQUANjfR�EMAR<5--: 1 MANAGERS WORK STATIONS 2 BY OWNER 2REACH-IN REFRIGERATOR I --- 3 UTILITY CARTS 2 --- 4 WALK-IN COLD FORAGE ROOM I --- 5 REFRIGERATION SYSTEM I --- (o WALK-IN FREEZER SHELVING LOT --- I DRY STORAGE SHELVING LOT 8 MOBILE POT 4 PAN SHELVING I --- 9 SOILED TRAY CARTS 2 --- 10 NOT USED --- --- 11 NOT USED --- --- 12 NOT USED --- --- 13 CLEAN DISHTAIBLE WITH POTWA5HING SINKS I --- 14 WAREWA6HER VAPOR HOOD I --- I(o HOSE REEL WITH RECESSED CONTROL CABINET I --- 11 DISPOSER I --- 18 MOBILE WASTE RECEPTACLE I --- 19 SOILED E)15HTA5LE I --- 20 EYE WASH STATION I BY PLUMBING DIVISION 21 HAND WASHING SINK I --- 22 MOBILE HOT/COLD TRANSPORT CARTS 2 --- 23 MOBILE NOT HOLDING CABINETS 2 --- 24 PREP SUPPORT TABLE WITH SINK I --- 25 MANUAL CAN OPENER I --- 26 TYPE 2 CANOPY HOOD I --- 21 STAINLESS STEEL WALL FLASHING LOT --- 28 DOUBLE STACKED CONVECTION OVENS I --- 29 COOK'S SUPPORT TABLE I --- 30 MICROWAVE OVEN I --- 31 NOT USED --- --- 32 NOT USED --- --- 33 NOT USED --- --- 34 CORNER/CHANNEL GUARDS LOT NOT YET SHOWN 35 MOBILE CASHIER COUNTERS 2 --- 36 POINT OF SALE SYSTEM 2 BY OWNER 31 MOBILE MILK COOLERS 2 --- 38 COLD FOOD SERVING STATIONS 2 --- 3 9 HEATED PIZZA DISPLAY CASE I --- 40 HOT FOOD SERVING STATION I --- 41 HOT FOOD SERVING STATION I --- 42 MOBILE TRAY CARTS 2 --- 3 PORTABLE TRAFFIC CONTROL RAILINGS LOT --- 44 PORTABLE CONDIMENT COUNTER I --- mdhlum 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE E (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (5 03) 2 24-403 2 OFFICE (5 03) 2 24-0918 FAX MAHLUM ARCHITECTS INC I % Alk ldft HRL LIDRY R S S 0 C I R T E S 656 "W N(DRW00D CAMAS, WA 98607 665' FAX 360 — 834 -- 5453 1-OOD �-ACILITY CONSULTANTS SPACE PLANNING . DESIGN EDMONDS SCHOOL DISTRICT MADRONA SCHOOL (ESD) 9300 236TH ST. SW, EDMONDS, WA 98020 Edmonds �W SCHOOL DISTkICT E�ieh stdd6 ft 16�arh iq, eVb ry A.y! MARK DATE DESCRIPTION ISSUE DATE: 09 JANUARY 2017 ISSUE: BUILDING PERMIT PROJECT NO: 2015913.00 DRAWN BY: LB CHECKED BY: COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE 30"x4Z A KITCHEN EQUIPMENT PLAN XK-101 E 3 4 101 mdhlum I �5 � 5C1 IEI F. ITEM NO. --- P. NO. Pl 51ZE --- DE5CRIPTION FLOOR DRAIN LOCATION FLOOR HEIGHT -1/211 SERVICE TO: AREA DRAIN IREMARK5: --- 5 P2 1211 x 12" FLOOR SINK FLOOR O" WALK-IN EVAPORATOR DRAIN THREE-QUARTER GRATE 13 P3 211 WASTE WALL 1011 (2) SINK DRAINS --- 13 P4 1/2" HOT 4 COLD WALL 20" SINK FAUCET 20 GPH HOT 13,15 P5 12" x 12" FLOOR SINK FLOOR 0" (l) SINK DRAIN t WAREWA5HER DRAIN NO GRATE 15 Flo 1 3/41 HOT tv 120° WALL 1311 WAREWASHER WITH BOOSTER HEATER 49 GPH HOT 20 P51 16 PI 1/211 HOT 4 COLD WALL 1811 H05E REEL WITH RECESSED CONTROL CABINET 40 GPH HOT 19 P8 1/211 HOT 4 COLD WALL 2011 PRE -RINSE 40 GPH HOT. TEE COLD TO DISPOSER INLET 11 P9 211 WASTE WALL 1011 DISPOSER --- --- P10 --- NOT USED --- --- --- --- Pll --- NOT USED --- --- --- --- 20 P12 --- WASTE WALL --- EYE WASH STATION REQUIREMENTS BY PLUMBING DIVISION 20 P13 --- HOT 4 COLD WALL --- EYE WASH STATION REQUIREMENTS BY PLUMBING DIVISION 21 P14 1/211 HOT 4 COLD WALL 2211 HAND WASHING SINK 10 GPH HOT 21 P15 1 1/211 WASTE WALL 2011 HAND WASHING SINK --- 24 P16 1/211 HOT 4 COLD WALL 2011 SINK FAUCET 20 GPH HOT 24 P11 1211 x 12" FLOOR SINK FLOOR O" (l) SINK DRAIN NO GRATE 28 P18 3/411 GAS WALL 14" 44" DOUBLE STACK CONVECTION OVENS 90M BTU EACH CONNECTION- QUICK DISCONNECTS 38, 40, 41 P19 1211 x 12" FLOOR SINK FLOOR 0" HOT 4 COLD FOOD SERVING STATIONS HALF GRATE L J�-15 I NOTES THI5 DRAWING 15 NOT TO BE USED FOR ESTABLISHING ROUGH -IN LOCATIONS. REFER TO DIMENSIONED DRAWING PREPARED BY THE KITCHEN EQUIPMENT CONTRACTOR UNDER PLUMBING WORK OF DIVISION 22, MAKE ALL ROUGH-IN5 AND FINAL CONNECTIONS IN CONFORMANCE WITH LOCAL CODES. PROVIDE SHUT-OFF VALVES WITH PERMANENT NAME TAGS IDENTIFYING SUPPLY LINES TO EACH INDIVIDUAL PIECE OF EQUIPMENT. INCLUDE TRAPS, TAIL PIECES, AND LINE STRAINERS AS REQUIRED. UNDER PLUMBING WORK OF DIVISION 22, FURNISH AND INSTALL ALL FLOOR SINKS AND AREA DRAINS FLUSH WITH FINISHED FLOOR IF CODE ALLOWS. UNDER PLUMBING WORK OF DIVISION 22, FURNISH AND INSTALL GREASE TRAP OR INTERCEPTOR AS REQUIRED. UNDER PLUMBING WORK OF DIVISION 22, FUIRN15H AND INSTALL ALL SINK WASTE LINES. USE COPPER TUBING UNEXPOSED AND PAINTED WHERE LINES ARE VISIBLE. NO PVC PIPING 15 ACCEPTABLE. UNDER KITCHEN EQUIPMENT WORK OF DIVISION 11, FUI;RNI5H AND INSTALL ALL INDIRECT WASTE LINES FROM EQUIPMENT LOCATED AT CUSTOM COUNTERS. USE COPPER TUBING AND PAINT VISIBLE LINES. NO PVC PIPING 15 ACCEPTABLE. UNDER KITCHEN EQUIPMENT WOR< OF DIVISION 11, PROVIDE FAUCETS AT EQUIPMENT. UNDER PLUMBING WORK OF DIVISION 22, INSTALL AND CONNECT FAUCETS. UNDER PLUMBING WORK OF DIVISION 22, FURNISH AND INSTALL CHROME PLATED VACUUM BREAKERS OR BACKSYPHONING DEVICES ON SUPPLY LINES TO EQUIPMENT AS REQUIRED BY CODES. UNDER PLUMBING WORK OF DIVISION 22, FURNISH AND INSTALL STAINLESS STEEL OR CHROME PLATED ESCUTCHEON PLATES FOR ALL WATER LINES PENETRATING COUNTER TOPS AND BACK SPLASHES. UNDER PLUMBING WORK OF DIVISION 22, FURNISH PRE55URE REDUCING VALVE FOR ALL GAS, STEAM, AND WATER LINES. MAXIMUM WATER PRE55URE AT BOOSTER HEATER AND DISHWASHER SHALL BE 20 PSI. UNDER KITCHEN EQUIPMENT WORK OF DIVISION 11, FUW15H AND INSTALL WALK-IN COLD STORAGE ROOM EVAPORATOR COPPER DRAIN LINES. TRAP AT OUTLET END. UNDER KITCHEN EQUIPMENT WORK OF DIVISION 11, FURNISH GAS QUICK DISCONNECT ASSEMBLIES WITH CABLE RESTRAINTS FOR EACH GAS FIRED COOKING APPLIANCE. UNDER PLUMBING WORK OF DIVISION 22, PROVIDE 120 DEGREE HOT WATER SUPPLY AT WAREWA5HER/ BOOSTER HEATER AND H05E REEL AS SHOWN. VERIFY REQUIRED TEMPERATURE FOR SUPPLY AT SINK FAUCETS WITH LOCAL AND NATIONAL CODES. UNDER PLUMBING WORK OF DIVISION 22, FURNISH AND INSTALL A SOLENOID VALVE ON PRIMARY GAS SUPPLY TO SHUT-OFF EQUJIPMENT DUDRING FIRE SYSTEM ACTIVATION. SOLENOID SHALL BE ACCE5515LE FOR SERVICING, TESTING, AND RESETTING IN THE EVENT OF SYSTEM ACTIVATION. SEE PLUMBING AND MECHANICAL DRAWINGS FOR ADDITIONAL REQUIREMENTS. I_ UMG 5 'M01_ LEGEND 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-41 51 OFFICE (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC Mk Alb, lim H R L L I D R Y A S S O C I A T E S 656 NW NORWOOC CAMAS, WASF-I- 98607 3 6 0 g 5 A 6 6 5 7 FAX 360 — 834 -- 5453 1-00U I-ACILI TY CONSULTANTS SPACE PLANNING - DESIGN EDMONDS SCHOOL DISTRICT MADRONA SCHOOL (ESD) 9300 236TH ST. SW, EDMONDS, WA 98020 {Lam },f 1w SCHOOL DISTkICT .L - ry .. MARK DATE DESCRIPTION ISSUE DATE: 09 JANUARY 2017 ISSUE: BUILDING PERMIT PROJECT NO: 2015913.00 DRAWN BY: LB CHECKED BY: -- COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42' KITCHEN PLUMBING PLAN XKml 02 1 1 2 1 3 1 4 1 5 1 6 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC HALLIDRY R s s 0 c I 7 E s 656 NI CA YJ(DRWOOD CAMAS, WASH, 98607 360 — 834 665 7 FAX 360 -- 834 -- 5453 FOOD FACILITY CONSULTANTS SPACE PLANNING - DI -SIGN EDMONDS SCHOOL DISTRICT MADRONA SCHOOL (ESD) 9300 236TH ST. 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RISER(S) HOOD NO. TAG MODEL LENGTH COOKING TOTAL EXH. HOOD CONSTRUCTION END TO ROW TEMP. CFM WIDTH LENG. HEIGHT DIA. CFM S.P. END 6024 300 SS 1 ITEM 26 (OVEN HOOD) 4' 6.00" 700 Deg. 788 4" 14" 788 -0.070" ALONE ALONE VHB-G2 3 ITEM 15 (DISH HOOD) T 6.00" 700 Deg. 525 4" 101, 525 -0.069" ALONE ALONE VHB-G 00% �1♦� ♦mudff I HOOD N0. TAG FILTER(S) LIGHT(S) UTILITY CABINET(S) FIRE SYSTEM PIPING HOOD HANGING WGHT TYPE QTY. HEIGHT LENGTH EFFICIENCY @ 9 MICRONS QTY. TYPE WIRE GUARD LOCATION SIZE FIRE SYSTEM ELECTRICAL SWITCHES TYPE SIZE MODEL # QUANTITY 1 ITEM 26 (OVEN HOOD) 1 3' LED Light NO NO 204 LBS 2 ITEM 15 (DISH HOOD) p NO 136 LBS IT IS THE RESPONSIBILITY OF THE ARCHITECT/OWNER TO ENSURE THAT THE HOOD CLEARANCE FROM LIMITED -COMBUSTIBLE AND COMBUSTIBLE MATERIALS IS IN COMPLIANCE WITH LOCAL CODE REQUIREMENTS. 4' 6.00"Nom./4' 6.00"OD PLAN VIEW — Hood #1 (ITEM 26 (OVEN HOOD)) 4' 6.00" LONG 6024VH5—G 'IXTURE, RECESSED, COLOR E 2700K-3500K, INCLUDES (2) BULBS 24" NOM. VHB—G Series Specification The VHB-G series heat/condensate hood is a single wall vent hood used in non -grease applications for the removal of heat, vapor etc. Hood shall have the size, shape and performance specified on the drawings. Construction shall be type 304 stainless steel with a #3 or #4 polish where exposed. Hood shall have a full perimeter gutter with a 1/2" OD Bolt thread drain connection. Hood shall be wall or island type with fully welded 10 gauge corner hanging angles. Corner hanging angles have a .625 x 1.500 slot pre -punched at the factory, allowing hanging rods to be used for quick and safe installations. Hanging rod and connection is provided by and installed by others. The hood manufacturer shall supply complete submittal drawings including hood section views(s) and hood plan view(s). These drawings must be made available to the engineer, architect and owner for their use in construction, operation and maintenance. Exhaust duct collar to be 4" high with 1" flanges. Duct sizes, CFM and static pressure requirements shall be as shown on the drawings. Hood shall be ETL Sanitation listed. IT IS THE RESPONSIBILITY OF THE ARCHITECT/OWNER TO ENSURE THAT THE HOOD CLEARANCE FROM LIMITED -COMBUSTIBLE AND COMBUSTIBLE MATERIALS IS IN COMPLIANCE WITH LOCAL CODE REQUIREMENTS. 21" 21" 3' 6.00"Nom./3' 6.00"OD Q 0 n 0 off T' I :: DATE: 9/15/2016 SCALE: 3/4" = V-011 SHEET NO. 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-41 51 OFFICE E (2'06) 441-0478 FAX 1231 NW HOYT I SUITE102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 2,24-0918 FAX MAHLUM ARCHITECTS INC INA H R L L I D R Y R S S 0 C I R T E S 656 NW NORWOOD CAMAS, WASi--i_ 98607 360 F334 6657 FAX 360 - 834 --- 5453 FOOD FACILITY CONSULTANTS SPACE PLANNING - DESIGN EDMONDS SCHOOL DISTRICT MADRONA SCHOOL (ESD) 9300 236TH ST. SW, EDMONDS, WA 98020 SCHOOLom 0 tamoncts DISTRICT EAth studeht t6AM - _ MARK DATE DESCRIPTION ISSUE DATE: 09 JANUARY 2017 ISSUE: BUILDING PERMIT PROJECT NO: 2015913.00 DRAWN BY: LB CHECKED BY: -- COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42' KITCHEN CANOPY HOOD DETAILS XKm201 E 3 0 5 mdhlum E % A 4"URETHANE WALL PANEL CEILING SEISMIC`- 4" URETI TIE DOWN - TYP. ROOF P. ------------ I------ FRAME HEATER sFZR EXTERIOR FACING v�/� INTERIOR FACING n URETHANE INSULATION — EXTERIOR KICKPLATE-,,,, INTERIOR KICKPLATE (1)1/2" x 4" x 35 1/5" CELTEX JAMB FACING BLOCKING IN OPENING t (1) �- QUARRY TILE 3/411x x 41CELTEX JAMB SILL HEATER WEARING FLOOR BY G.C. BLOCKING BOTTOM OF DOOR FZR - 1/8" 5.5. CONCRETE TOPPING FRAME FOR HEAT CABLE FLOOR THRESWOLD SLAB NO SC4LE Bl11LDIN� NO SCALE FINISHED FACE OF BUILDING WALL REFRIG. WALL URETHANE TAPE MATCHING VERTICAL TRIM ANGLE 'RIM PETAL HALF 4" URETHANE WALL PANEL 4" URETHANE PANEL WITH METAL FACING QUARRY TILE COVE BASE BY G.C. QUARRY TILE WEARING FLOOR BY G.G. _ CEILING SEISMIC 4" URETHANE TIE DOWN - TYP. ROOF PANEL QUARRY TILE COVE BASE BY G.C. QUARRY TILE WEARING FLOOR BY G.C. CONCRETE SUBSTRATE BY G.C. 1" SQ. WIRE CLOTH 20 GA. ZINC. COATED STEEL BY G.C. 150 FELT SLIP SHEET if CIIA 2" X 2" GALVANIZED STEEL SEISMIC TIE DOWN TO RUN CONTINUOUSLYif ALONG INTERIOR PERIMETER OF WALK-IN WALL PANELS t URETHANE FLOOR INSULATION ASPHALT EMULSION 4 FOIL MEMBRANE ALL/FLOOFR SEC-MON NO 5C,4L LUAU<- I. '0 1. REFER TO ,4RCHITECTUR4L FINISH SCHEDULE FOR FINISHED FLOOR MATERIAL AT INTERIOR AND EXTERIOR OF WAL<- IN COLD STORAGE ROOMS. 2. WALL, CEILING, AND DOOR INSULATION SHALL 8E AT LEAST R-25 FOR COOLERS AND R-32 FOR FREEZERS. FREEZER FLOOR INSULATION SHALL BE AT LEAST R-20. NOTE: Si=ECIFIED 4" INSULATED WALL f=ANELS ARE TO HAVE AN R-VALUE OF 0.06 PER INCH WITH A TOTAL MINIMUM 32.26 R VALUE. TYPICAL CL05URE PANEL 3"x3" COMER CLOSURE PANEL i i i COMER OF C.5. ROOM FRONT ELEVATION — TOP RAIL MATCHING METAL CLOSURE PANEL 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-41 51 OFFICE E (2'06) 441-0478 FAX 1231 NW HOYT I SUITE102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM ARCHITECTS INC H R L L I D R Y R S S O Cl R T E S 656 NW NORWOOD CAMAS, WA Sl-i, 98607 BOTTOM 3FAX 360 - 860 F334 6653 7 RAIL 34 - 545 RAILCOD FACILITY CONSULTANTS SPACE PLANNING DESIGN SECT I Oil C-L_05��F�E FANEL DETALS, NO SC,4L 3"x3" ALUMINUM PLATE WITH �\ TINNE MAN NUT RETAINER W-10 1/2" NYLON ALL THREAD ROD (FURNISH 8" LONG) TYP. EACH HANGER EACH ROD NUT AND RETAINER -- 3"x3" ALUMINUM PLATE ---- - SEALANT WALL OR CEILING PANEL B EACH TRADE SHALL CUT NEAT HOLE IN BLANK TO PLUMBING, ACCOMODATE UTILITY LINE REFRIGERATION OR ELECTRICAL COIL FRAME ---� - �� LINE 11 ROOF PANEL NUT WASHER ZINC PLATED 1 SET 4 1/2" NYLON ALL 4 NUT WITH RETAINER - coil_ 4 ALUM PLATE -- THREAD ROD (8"LONG) 4 NUT 4 WASHER RODS WASHER NUTS 4 ALUMINUM PLATES WITH NUT RETAINER SHALL BE SIGNED OVER TO JOB SUPERINTENDENT. ACTUAL INSTALLATION OF PARTS SHALL BE RESPONSIBILITY OF THE MECHANICAL REFRIGERATION CONTRACTOR _ i I I i I - 7-1)I � I i I - - - 1-- -- NO SCALE 5110 BLANK--'" 5/5 ESCUTCHEONS NO.W-12 STAINLESS STEEL SHEET METAL SCREWS EACH TRADE O�LL SEAL PENETRATION Tr � AL E5(_7__UT(_7__H-E0N IDE TA L NO 5C_ALF EDMONDS SCHOOL DISTRICT MADRONA SCHOOL (ESD) 9300 236TH ST. SW, EDMONDS, WA 98020 MARK DATE DESCRIPTION ISSUE DATE: 09 JANUARY 2017 ISSUE: BUILDING PERMIT PROJECT NO: 2015913.00 DRAWN BY: LB CHECKED BY: -- COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE., 30"x42" A KITCHEN CANOPY WALK-IN I Zcl 01,11 Em 3 0 5 0 XKm301