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170109 MAD (BUILDING PERMIT SET).pdfNORTH 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION ZONE KEYPLAN 1/ 6 / 2 0 1 7 4 : 3 0 : 1 9 P M C: \ ~ R e v i t L o c a l F i l e s \ 2 0 1 5 9 1 3 - M A D - A r c h - V 1 6 _ e m c g u i r e @ m ah l u m . c o m . r v t MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 2015913.00 DM BM/AD BUILDING PERMIT 09 JANUARY 2017 COVER SHEET G-001 MADRONA SCHOOL REPLACEMENT EDMONDS SCHOOL DISTRICT 09 JANUARY 2017 BUILDING PERMIT 9300 236TH ST. SW, EDMONDS, WA 98020 ABBREVIATIONS AB ANCHOR BOLT ACT ACOUSTICAL CEILING TILE ADDL ADDITIONAL AFF ABOVE FINISH FLOOR ALUM ALUMINUM ANOD ANODIZE(D) APPROX APPROXIMATE ARCH ARCHITECT (URAL) BD BOARD BITUM BITUMINOUS BLDG BUILDING BLKG BLOCKING BM BEAM BO BOTTOM OF BOT BOTTOM C CHANNEL CB CATCH BASIN CF/OI CONTRACTOR FURNISHED; OWNER INSTALLED CG CORNER GUARD CL CENTERLINE CLG CEILING CLR CLEAR CMU CONCRETE MASONRY UNIT COL COLUMN CONC CONCRETE CONT CONTINUOUS CONTR CONTRACT (OR) COORD COORDINATE CPT CARPET (ED) CT CERAMIC TILE DEMO DEMOLISH, DEMOLITION DET DETAIL DF DRINKING FOUNTAIN DIA DIAMETER DIM DIMENSION DN DOWN DS DOWNSPOUT DWG DRAWING E EAST EA EACH EL ELEVATION ELEC ELECTRIC (AL) ELEV ELEVATOR ENCL ENCLOSE (URE) EQ EQUAL EQUIP EQUIPMENT EW EACH WAY EXIST EXISTING EXP EXPANSION EXT EXTERIOR FAF FLUID APPLIED FLASHING FD FLOOR DRAIN FDN FOUNDATION FEC FIRE EXTINGUISHER CABINET FF FINISH FACE FH FUME HOOD FIN FINISH (ED) FLR FLOOR FOC FACE OF CONCRETE FOF FACE OF FINISH FOM FACE OF MASONRY FOS FACE OF STUDS FRMG FRAMING FRTW FIRE RETARDANT TREATED WOOD FT FOOT, FEET FTG FOOTING GA GAGE GALV GALVANIZED, GALVANIC GAR GARAGE GB GRAB BAR, GYPSUM BOARD GC GENERAL CONTRACTOR GL GLASS GYP GYPSUM H HIGH HB HOSE BIBB HC HANDICAP HDW HARDWARE HM HOLLOW METAL HORIZ HORIZONTAL HR HOUR HT HEIGHT HVAC HEATING, VENTILATION, AIR CONDITIONING IDF INTERMEDIATE DISTRIBUTION FRAME IBC INTERNATIONAL BUILDING CODE INCL INCLUDING (ED) INFO INFORMATION INSUL INSULATION INT INTERIOR JAN JANITOR L LONG LAV LAVATORY MAS MASONRY MATL MATERIAL MAX MAXIMUM MDF MAIN DISTRIBUTION FRAME MECH MECHANICAL MFD MANUFACTURED MFR MANUFACTURE (R) MIN MINIMUM, MINUTE MISC MISCELLANEOUS MO MASONRY OPENING MTD MOUNTED MTL METAL NA NOT APPLICABLE NIC NOT IN CONTRACT NO NUMBER NOM NOMINAL NTS NOT TO SCALE OA OVERALL OC ON CENTER OD OUTSIDE DIAMETER OF/CI OWNER FURNISHED; CONTRACTOR INSTALLED OF/OI OWNER FURNISHED; OWNER INSTALLED OH OVERHANG OPH OPPOSITE HAND OPNG OPENING OPP OPPOSITE ORD OVERFLOW ROOF DRAIN OVHD OVERHEAD PL PROPERTY LINE PLAM PLASTIC LAMINATE PLWD PLYWOOD PT PAINT, PRESSURE TREATED PVG PAVING R RADIUS, RISER RB RUBBER/RESILIENT BASE RCP REFLECTED CEILING PLAN RD ROOF DRAIN, ROAD REQD REQUIRED RM ROOM RO ROUGH OPENING S SOUTH SAM SELF ADHERING MEMBRANE SAM-HT SELF ADHERING MEMBRANE HIGH TEMP SAM-MC SELF ADHERING MEMBRANE METAL CLAD SCHED SCHEDULE SF SQUARE FOOT (FEET) SHT SHEET SHTHG SHEATHING SIM SIMILAR SPKLR SPRINKLER SQ SQUARE SS SANITARY SEWER, STANDING SEAM SST STAINLESS STEEL ST STAIRS, STREET STD STANDARD STOR STORAGE STRUCT STRUCTURE (AL) SUSP SUSPEND(ED) SV SHEET VINYL T TREAD TB TACK BOARD TFF TOP OF FINISH FLOOR THRU THROUGH TLT TOILET TMPD TEMPERED TOM TOP OF MASONRY TYP TYPICAL UON UNLESS OTHERWISE NOTED UTIL UTILITY VEH VEHICLE VERT VERTICAL VRFY VERIFY VIF VERIFY IN FIELD W WEST, WIDE, WASHER W/ WITH W/O WITHOUT WC WATER CLOSET WD WOOD, WOOD DOOR WDW WINDOW WR WEATHER RESISTANT, WATER REPELLENT WRB WEATHER RESISTIVE BARRIER WSCT WAINSCOT PATTERNS EARTH GRAVEL ASPHALT METAL - STEEL MASONRY - CONCRETE BLOCK WOOD - FINISH WOOD - CONTINUOUS INSULATION - BATT INSULATION - RIGID INSULATION - ACOUSTICAL GYPSUM BOARD WOOD - PARTICLE BOARD METAL - ALUMINUMCONCRETE MASONRY - BRICK SAND WOOD - BLOCKING MATERIAL WALL ONE-HOUR RATED WALL TWO-HOUR RATED WALL VICINITY MAP NORTH MADRONA SCHOOL PROJECT SITE VIEW ROOM NAME ROOM NUMBER ROOM NAME & NUMBER FLOOR OR ROOF ASSEMBLY EXTERIOR ELEVATION DETAIL NUMBER DRAWING SHT NUMBER BUILDING SECTION/ WALL SECTION DETAIL NUMBER DRAWING SHT NUMBER A2 A-502 DETAIL VIEW DETAIL NUMBER DRAWING SHT NUMBER A1 A-502 DETAIL NUMBER DRAWING SHT NUMBER CALLOUT VIEW GRID LINES 1 A NORTH ARROW CEILINGCEILING HEIGHT SPOT ELEVATION LEVEL HEAD LEVEL NAME ELEVATION 0'-0" AFF ELEVATION SURFACE REVISIONARCHITECTURAL REVISION NUMBER DRAWING BLOCK TITLE VIEW NUMBER VIEW SCALE LOCATION DOOR DOOR/ROOM DESIGNATION DOOR NUMBER WINDOW \ LOUVER COMPONENT SYMBOLS A1 A-310 A-210 INTERIOR ELEVATION DRAWING SHT NUMBER A4A2 A1 A3 DETAIL NUMBER NORTH A1 VIEW NAME 1/8" = 1'-0" 1001A A1 A-201 SCONC WOM FLOOR FINISH TRANSITION FLOOR FINISH 1 FLOOR FINISH 2 101 W: 24" D: 24" H: 34" STANDARD CASEWORK AWI BOX TYPE BOX WIDTH BOX DEPTH BOX HEIGHT CARD READER MOTORIZED WINDOW OPERATOR M LEVEL 02 110'-0" Room 100 01 F01 ASSEMBLY TYPE CR 9' - 0" W01 6 A1 03-6-0 WALLSSEE WALL ASSEMBLY TAG LEGEND OWNER PROJECT TEAM EDMONDS SCHOOL DISTRICT 20420 68TH AVENUE WEST LYNNWOOD, WASHINGTON 98036 425.431.7166 OFFICE CONTACT: TAINE WILTON WILTONT@EDMONDS.WEDNET.EDU ARCHITECT MAHLUM 71 COLUMBIA, SUITE 400 SEATTLE, WA 98104 206.441.4151 OFFICE CONTACT: DAVID MOUNT, PRINCIPAL DMOUNT@MAHLUM.COM OWNER CONSULTANT: COST ESTIMATOR RIDER LEVETT BUCKNELL 1924 - 1ST AVENUE, 2ND FLOOR SEATTLE, WA 98121 206.223.2055 OFFICE CONTACT: STEVE KELLY STEVE.KELLY@US.RLB.COM LANDSCAPE ARCHITECT CASCADE DESIGN COLLABORATIVE 911 WESTERN AVENUE, SUITE 210 SEATTLE, WA 98104 206.628.9133 OFFICE CONTACT: KAS KINKEAD, PRINCIPAL KAS@CASCADEDESIGNCOLLAB.COM CIVIL ENGINEER KPFF 1601 FIFTH AVENUE, SUITE 1600 SEATTLE, WA 98101 206.622.5822 OFFICE CONTACT: THADDEUS EGGING, PE THADDEUS.EGGING@KPFF.COM STRUCTURAL ENGINEER COUGHLIN PORTER LUNDEEN 413 PINE STREET, SUITE 300 SEATTLE, WA 98101 206.343.0460 OFFICE CONTACT: CHRIS DUVALL, PE CHRISD@CPLINC.COM MECHANICAL /PLUMBING ENGINEER METRIX ENGINEERS 725 POWELL AVENUE SW. SUITE 100 RENTON, WA 98057 425.336.2822 OFFICE CONTACT: BRADY BELL, PRINCIPAL BRADYB@METRIXENG.COM ELECTRICAL ENGINEER TRAVIS FITZMAURICE & ASSOCIATES 1200 WESTLAKE AVENUE N SEATTLE, WA 98109 206.285.7228 OFFICE CONTACT: MIKE FITZMAURICE, PRINCIPAL MIKE@TRAVISFITZMAURICE.COM ACOUSTICAL ENGINEER A3 ACOUSTICS, LLP 1455 NW LEARY WAY, SUITE 400 SEATTLE, WA 98107 206.489.5183 OFFICE CONTACT: MOHAMED AIT ALLAOUA MOHAMED@A3ACOUSTICS.COM CONTRACTOR FORMA CONSTRUCTION COMPANY 2823 29TH AVE SW TUMWATER, WA 98512 360.754.5788 OFFICE CONTACT: DEREK BOYSEN, SR. PROJECT MGR DEREKB@FORMACC.COM OWNER CONSULTANT: SURVEYOR PACE ENGINEERS 11255 KIRKLAND WAY, SUITE 300 KIRKLAND, WA 98033 425.827.2014 OFFICE CONTACT: BILL HAWKINS BILLH@PACEENGRS.COM OWNER CONSULTANT: HAZARDOUS MATERIALS ARGUS PACIFIC INC., A TERRACON COMPANY 21905 64TH AVENUE WEST, SUITE 100 MOUNTLAKE TERRACE, WA 98043 206.285.3373 OFFICE CONTACT: SCOTT PARKER SCOTT.PARKER@TERRACON.COM OWNER CONSULTANT: COMMISSIONIN G FSI CONSULTING ENGINEERS 506 2ND AVENUE, SUITE 700 SEATTLE, WA 98104 206.622.3321 OFFICE CONTACT: BRANDON CRANE BRANDONC@FSI-ENGINEERS.COM FINISH HARDWARE ADAMS CONSULTING 2337 N 57TH STREET SEATTLE, WA 98103 206.528.0244 OFFICE CONTACT: GORDON ADAMS GADAMS@W-LINK.NET OWNER CONSULTANT: GEOTECHNICAL SHANNON & WILSON 400 N 34TH STREET, SUITE 100 SEATTLE, WA 98103 206.632.8020 OFFICE CONTACT: MARTIN PAGE MWP@SHANWIL.COM FOOD SERVICE HALLIDAY ASSOCIATES, INC. 656 NW NORWOOD STREET CAMAS, WA 98607 360.834.6657 OFFICE CONTACT: LAURA BOURLAND LAURA@HAIDESIGN.COM 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION ZONE KEYPLAN 1/ 6 / 2 0 1 7 5 : 1 1 : 2 0 P M C: \ ~ R e v i t L o c a l F i l e s \ 2 0 1 5 9 1 3 - M A D - A r c h - V 1 6 _ e m c g u i r e @ m ah l u m . c o m . r v t MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 2015913.00 DM BM/AD BUILDING PERMIT 09 JANUARY 2017 SHEET INDEX, PROJECT INFORMATION, ABBREVIATIONS, SYMBOL LEGEND, GENERAL NOTES, PROJECT DIRECTORY G-002 1. WORK MUST COMPLY WITH APPLICABLE CODES AND ORDINANCES IN FORCE AT TIME OF BUILDING PERMIT ISSUANCE. 2. READ, UNDERSTAND AND COMPLY WITH ALL APPLICABLE PROVISIONS OF THE CONSTRUCTION DOCUMENTS FOR THE PROJECT. 3. UNLESS OTHERWISE NOTED, PLAN DIMENSIONS SHOWN ARE: -AT INTERIOR PARTITIONS: TO THE FACE OF STUD -AT COLUMNS: TO THE CENTERLINE OF COLUMNS -AT CONCRETE OR CMU: TO THE FACE OF CONCRETE OR CMU -AT EXTERIOR WALLS: TO THE EDGE OF SLAB 4. PLACE DOORS NOT LOCATED BY DIMENSION ON PLANS SIX INCHES FROM FACE OF ADJOINING PARTITION TO HINGE EDGE OF DOOR OPENING. PROVIDE 18" MINIMUM CLEAR FROM FACE OF ADJOINING PARTITION OR OTHER OBSTRUCTION TO STRIKE JAMB EDGE OF DOOR OPENING, UNLESS OTHERWISE NOTED. NOTIFY ARCHITECT IF REQUIRED CLEARANCES ARE NOT AVAILABLE 5. PROVIDE FIRE RESISTANT CLOSURE MEETING THE REQUIREMENTS OF THE GOVERNING FIRE AUTHORITIES AT ALL GAPS AROUND PENETRATING DUCTS, PIPES, CONDUITS, ETC. AT ALL FIRE RATED BUILDING WALLS, PARTITIONS, CEILINGS, FLOORS AND ROOFS. 6. ROOM AND DOOR NUMBERS SHOWN ON DRAWINGS ARE FOR CONSTRUCTION PURPOSES ONLY. REFER TO SHEET A-651 FOR PROGRAM ROOM NUMBERS AND SIGNAGE. 7. CONCEAL ALL PIPING, CONDUITS, DUCTS, ETC INSIDE WALLS AND ABOVE CEILINGS AT ALL ROOMS EXCEPT ELECTRICAL AND TELEPHONE CLOSETS AND MECHANICAL ROOMS. IN SPACES OPEN TO STRUCTURE, ONLY PIPING CONDUITS AND DUCTS THAT SERVE THE SPACE MAY BE EXPOSED. LOCATE SUCH INSTALLATIONS TO MINIMIZE VISIBILITY AND ORGANIZE TO MINIMIZE RUN LENGTHS AND OVERLAPPING. ARCHITECT TO REVIEW SHOP DRAWINGS FOR EXPOSED MECHANICAL, ELECTRICAL, PLUMBING ITEMS PRIOR TO FABRICATION AND INSTALLATION. 8. COORDINATE WORK WITH ALL OWNER FURNISHED ITEMS AND PROVIDE ALL REQUIRED MECHANICAL AND ELECTRICAL CONNECTIONS INCLUDING STUB OUTS. 9. VERIFY ALL DIMENSIONS, EXISTING AND NEW CONDITIONS ON THE JOB BEFORE PROCEEDING WITH THE WORK. 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 THE WORK. 11. THE CONTRACT DOCUMENTS ARE COMPLIMENTARY AND WHAT IS REQUIRED BY ONE IS BINDING AS IF REQUIRED BY ALL. 12 PROVIDE REPETITIVE FEATURES NOT INDICATED IN THE DRAWINGS EVERYWHERE THAT THEY OCCUR AS IF DRAWN IN FULL. NOT ALL OCCURRENCES OF A FEATURE ARE NOTED IN EVERY CASE. 13 CONSULT PLANS OF ALL TRADES FOR ALL OPENINGS AND ROUGH-CUTS THROUGH SLABS, WALLS, CEILINGS AND ROOFS FOR DUCTS, PIPES, CONDUITS, CABINETS AND EQUIPMENT, AND SHALL VERIFY SIZE AND LOCATION BEFORE PROCEEDING WITH WORK. 14 VERIFY ALL ROUGH-IN DIMENSIONS REQUIRED FOR EQUIPMENT, INCLUDING THAT FURNISHED BY OTHERS, PRIOR TO PROCEEDING WITH WORK. 15 COORDINATE WITH MECHANICAL AND ELECTRICAL CONTRACTORS FOR EXACT LOCATIONS, TYPES AND SIZES OF ACCESS DOORS REQUIRED BY THEIR WORK. PROVIDED ACCESS FOR ALL CONCEALED VALVES, DAMPER CONTROLS, FIRE DAMPER LINKAGE, ELECTRICAL JUNCTION BOXES, ETC. DRAWINGS MAY NOT SHOW ALL REQUIRED ACCESS PANELS. INDICATE REQUIRED ACCESS DOORS ON THE COORDINATION DRAWINGS. OBTAIN ARCHITECT'S APPROVAL FOR LOCATIONS OF ACCESS DOORS PRIOR TO INSTALLATION. 16 PRESERVATIVE TREAT ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY AS REQUIRED BY CODE. PROVIDE BORATE TREATED WOOD IN CONTACT WITH STEEL. 17 DO NOT SCALE DRAWINGS. 18 CONSTRUCT RECESSES LOCATED WITHIN FIRE RATED PARTITIONS TO MAINTAIN THE REQUIRED FIRE RATING OF THE PARTITION. 19 SITE SURVEY, GEOTECHNICAL INVESTIGATION, AND HAZARDOUS MATERIALS DOCUMENTATION WAS PREPARED BY CONSULTANTS TO THE OW NER AND NOT UNDER THE DIRECTION OF THE ARCHITECT. THIS DOCUMENTATION IS INCLUDED IN THE CONTRACT DOCUMENTS AS AN ACCOMMODATION TO THE OWNER. 20 REFER TO DOCUMENTS FOR GENERAL LOCATIONS OF VISIBLE EQUIPMENT, SIGNAL DEVICES, SIGNAGE, AND OTHER VISIBLE ITEMS. CONSULT WITH ARCHITECT FOR EXACT MOUNTING LOCATION. 21 SIX DIGIT NUMBERS AT DRAWING NOTES (09 26 00 GYPSUM BOARD FOR EXAMPLE) REFERENCE RELATED SPECIFICATION SECTIONS IN THE PROJECT MANUAL, THEY ARE NOT INTENDED TO ASSIGN WORK TO SUB-CONTRACTORS. ALL ITEMS ARE INCLUDED IN SCOPE WHETHER OR NOT A SPECIFICATION REFERENCE IS CITED. 22 FIRE-RETARDANT TREAT ALL WOOD BLOCKING AS REQUIRED BY APPLICABLE CODES. 10-MECHANICAL M-001 MECHANICAL LEGEND M-002 MECHANICAL ABBREVIATIONS AND GENERAL NOTES M-003 MECHANICAL SCHEDULES M-004 MECHANICAL SCHEDULES M-005 MECHANICAL SCHEDULES M-006 MECHANICAL SCHEDULES M-007 MECHANICAL SCHEDULES M-101 MECHANICAL SITE PLAN M-121 FOUNDATION PLUMBING PLAN - ZONE A M-122 FOUNDATION PLUMBING PLAN - ZONE B M-123 FOUNDATION PLUMBING PLAN - ZONE C M-124 FOUNDATION PLUMBING PLAN - ZONE D M-221 FIRST FLOOR PLUMBING PLAN - ZONE A M-222 FIRST FLOOR PLUMBING PLAN - ZONE B M-223 FIRST FLOOR PLUMBING PLAN - ZONE C M-224 FIRST FLOOR PLUMBING PLAN - ZONE D M-231 MECHANICAL LEVEL PLUMBING PLAN M-311 FIRST FLOOR OVERALL HVAC FLOOR PLAN M-321 FIRST FLOOR HVAC PLAN - ZONE A M-322 FIRST FLOOR HVAC PLAN - ZONE B M-323 FIRST FLOOR HVAC PLAN - ZONE C M-324 FIRST FLOOR HVAC PLAN - ZONE D M-331 MECHANICAL LEVEL HVAC PLAN M-421 FIRST FLOOR HVAC PIPING PLAN - ZONE A M-422 FIRST FLOOR HVAC PIPING PLAN - ZONE B M-423 FIRST FLOOR HVAC PIPING PLAN - ZONE C M-424 FIRST FLOOR HVAC PIPING PLAN - ZONE D M-431 MECHANICAL LEVEL HVAC PIPING PLAN M-501 ENLARGED MECHANICAL PLAN - BOILER ROOM M-502 ENLARGED MECHANICAL PLAN - KITCHEN M-503 ENLARGED PLUMBING PLAN - ACTIVITIES RESTROOM M-504 MECHANICAL SECTIONS M-505 MECHANICAL SECTIONS M-601 MECHANICAL ROOF PLAN M-701 FIRST FLOOR FIRE SPRINKLER PLAN M-702 MECHANICAL LEVEL FIRE SPRINKLER PLAN M-801 HYDRONIC WATER PIPING RISER DIAGRAM M-802 GAS RISER DIAGRAM M-901 MECHANICAL DETAILS M-902 MECHANICAL DETAILS M-903 MECHANICAL DETAILS M-904 MECHANICAL DETAILS 11-ELECTRICAL E-100 LEGEND E-101 ELECTRICAL SITE PLAN ED-101 ELECTRICAL DEMO SITE PLAN E-221A FLOOR PLAN - ZONE A - LIGHTING E-221B FLOOR PLAN - ZONE B - LIGHTING E-221C FLOOR PLAN - ZONE C - LIGHTING E-221D FLOOR PLAN - ZONE D - LIGHTING E-222 FLOOR PLAN - MECHANICAL LEVEL - LIGHTING E-321A FLOOR PLAN - ZONE A - POWER E-321B FLOOR PLAN - ZONE B - POWER E-321C FLOOR PLAN - ZONE C - POWER E-321D FLOOR PLAN - ZONE D - POWER E-322 FLOOR PLAN - MECHANICAL LEVEL - POWER E-331A ROOF PLAN - ZONE A - POWER E-331B ROOF PLAN - ZONE B - POWER E-331C ROOF PLAN - ZONE C - POWER E-331D ROOF PLAN - ZONE D - POWER E-341 KITCHEN PLAN - ELECTRICAL E-421A FLOOR PLAN - ZONE A - COMM E-421B FLOOR PLAN - ZONE B - COMM E-421C FLOOR PLAN - ZONE C - COMM E-421D FLOOR PLAN - ZONE D - COMM E-422 FLOOR PLAN - MEZZANINE COMM E-521A FLOOR PLAN - ZONE A - ESS E-521B FLOOR PLAN - ZONE B - ESS E-521C FLOOR PLAN - ZONE C - ESS E-521D FLOOR PLAN - ZONE D - ESS E-522 FLOOR PLAN - MEZZANINE - ESS E-600 ONE LINE DIAGRAM E-601 AV DETAILS E-700 LIGHT FIXTURE SCHEDULE 13-FOOD SERVICE XK-101 KITCHEN EQUIPMENT PLAN XK-102 KITCHEN PLUMBING PLAN XK-103 KITCHEN MECHANICAL PLAN XK-104 KITCHEN ELECTRICAL / REFRIGERATION PLAN XK-201 KITCHEN CANOPY HOOD DETAILS XK-301 KITCHEN CANOPY WALK-IN DETAILS 01-GENERAL G-001 COVER SHEET G-002 SHEET INDEX, PROJECT INFORMATION, ABBREVIATIONS, SYMBOL LEGEND, GENERAL NOTES, PROJECT DIRECTORY G-003 LAND USE CODE REVIEW G-004 BUILDING CODE REVIEW G-005 BUILDING AREA AND FRONTAGE INCREASE PLANS G-006 ALTERNATIVE DESIGN PROPOSAL G-007 PRE-APPLICATION MEETING MINUTES G-031 ENERGY CODE BUILDING ENVELOPE SCHEDULE G-041 PHASING PLAN DIAGRAMS G-101 LIFE SAFETY PLAN G-102 LIFE SAFETY PLAN 05-STRUCTURAL S-101 GENERAL STRUCTURAL NOTES S-102 GENERAL STRUCTURAL NOTES S-103 GENERAL STRUCTURAL NOTES S-111A FOUNDATION PLAN ZONE A S-111B FOUNDATION PLAN ZONE B S-111C FOUNDATION PLAN ZONE C S-111D FOUNDATION PLAN ZONE D S-121A ROOF FRAMING PLAN ZONE A S-121B ROOF FRAMING PLAN ZONE B S-121C ROOF FRAMING PLAN ZONE C S-121D ROOF FRAMING PLAN ZONE D S-301 TYPICAL CONCRETE DETAILS S-302 FOUNDATION DETAILS S-501 TYPICAL STEEL DETAILS S-502 STEEL & METAL DECK DETAILS S-503 MISC. STEEL DETAILS S-601 TYPICAL WOOD FRAMING DETAILS S-602 WOOD FRAMING DETAILS S-603 ROOF FRAMING DETAILS S-604 ROOF FRAMING DETAILS S-605 MISC. WOOD FRAMING DETAILS S-606 SHEAR WALL SCHEDULE & DETAILS S-607 COVERED PLAY FRAMING PLANS AND DETAILS 06-ARCHITECTURAL A-101 ARCHITECTURAL SITE PLAN A-111 FLOOR PLAN - OVERALL A-121A FLOOR PLAN - ZONE A A-121B FLOOR PLAN - ZONE B A-121C FLOOR PLAN - ZONE C A-121D FLOOR PLAN - ZONE D A-122 FLOOR PLAN - MECHANICAL LEVEL A-131 ROOF PLAN - OVERALL A-141A ROOF PLAN - ZONE A A-141B ROOF PLAN - ZONE B A-141C ROOF PLAN - ZONE C A-141D ROOF PLAN - ZONE D A-151 REFLECTED CEILING PLAN - OVERALL A-161A REFLECTED CEILING PLAN - ZONE A A-161B REFLECTED CEILING PLAN - ZONE B A-161C REFLECTED CEILING PLAN - ZONE C A-161D REFLECTED CEILING PLAN - ZONE D A-171 FIRST FLOOR FINISH PLAN A-211 EXTERIOR ELEVATIONS A-212 EXTERIOR ELEVATIONS A-221A EXTERIOR ELEVATIONS - ZONE A A-221B EXTERIOR ELEVATIONS - ZONE B A-221C EXTERIOR ELEVATIONS - ZONE C A-221D EXTERIOR ELEVATIONS - ZONE D A-251 ACCESSIBLE MOUNTING HEIGHTS AND DETAILS A-252 ACCESSIBILITY DETAILS A-253 INTERIOR ELEVATIONS - ADMIN A-254 INTERIOR ELEVATIONS - ADMIN A-255 INTERIOR ELEVATIONS - ADMIN A-256 INTERIOR ELEVATIONS - LEARNING SUPPORT A-257 INTERIOR ELEVATIONS - SLP / DHH SLP / OTPT A-258 INTERIOR ELEVATIONS - GYM A-259 INTERIOR ELEVATIONS - GYM A-260 INTERIOR ELEVATIONS - COMMONS A-261 INTERIOR ELEVATIONS - MUSIC A-262 INTERIOR ELEVATIONS - MUSIC & LIBRARY HALLWAYS A-263 INTERIOR ELEVATIONS - M DHH & SCI A-264 INTERIOR ELEVATIONS - LIBRARY A-265 INTERIOR ELEVATIONS - LEARNING CENTERS A-266 INTERIOR ELEVATIONS - LEARNING CENTERS A-311 BUILDING SECTIONS A-312 BUILDING SECTIONS A-321 WALL SECTIONS - ZONE A A-322 WALL SECTIONS - ZONE A A-323 WALL SECTIONS - ZONE A A-331 WALL SECTIONS - ZONE B A-332 WALL SECTIONS - ZONE B A-333 WALL SECTIONS - ZONE B A-334 WALL SECTIONS - ZONE B A-341 WALL SECTIONS - ZONE C A-342 WALL SECTIONS - ZONE C A-401 ENLARGED SITE PLANS A-403 ENLARGED SERVICE YARD PLAN A-404 COVERED PLAY - FLOOR PLAN, RCP, ROOF PLAN A-411 ENLARGED LC FLOOR PLANS A-412 ENGLARGED BLEACHER PLAN AND ELEVATION A-413 ENLARGED TLT PLANS & ELEVATIONS A-414 ENLARGED TLT PLANS & ELEVATIONS A-415 ENLARGED TLT PLANS & ELEVATIONS A-416 ENLARGED TLT PLANS & ELEVATIONS A-417 ENLARGED TLT PLANS & ELEVATIONS A-421 ENLARGED STAIR PLANS, SECTIONS & DETAILS A-422 ENLARGED RAMP PLANS, SECTIONS & DETAILS A-423 ENLARGED GYM STRIPING PLAN A-424 ENLARGED PLANS A-501 SITE DETAILS A-511 EXTERIOR DETAILS - FOUNDATION A-521 EXTERIOR DETAILS - WALLS A-531 EXTERIOR DETAILS - ROOF A-532 EXTERIOR DETAILS - ROOF A-533 EXTERIOR DETAILS - ROOF A-541 CASEWORK DETAILS A-542 CASEWORK DETAILS A-552 INTERIOR DETAILS - DOORS AND RELITES A-561 INTERIOR DETAILS - CEILINGS A-571 INTERIOR DETAILS - FLOOR TRANSITIONS A-601 EXTERIOR ASSEMBLY TYPES A-602 INTERIOR ASSEMBLY TYPES A-611 DOOR SCHEDULE & TYPES A-612 DOOR FRAME AND RELITE TYPES A-613 STOREFRONT AND LOUVER TYPES - ZONES A AND B A-614 STOREFRONT AND LOUVER TYPES - ZONES A AND B A-615 STOREFRONT AND LOUVER TYPES - ZONES C AND D A-651 FINISH SCHEDULE PROJECT DATA PROJECT DESCRIPTION: PROJECT ADDRESS: PARCEL NO: RELATED PERMITS: DEFERRED SUBMITTALS: SITE PERMIT #BLD20161599, SUBMITTED 05 DECEMBER 2016 CONSTRUCT NEW MADRONA SCHOOL (K-8) TO REPLACE EXISTING MADRONA SCHOOL ON SITE. THE EXISTING MADRONA SCHOOL WILL REMAIN IN OPERATION DURING CONSTRUCTION AND WILL BE DEMOLISHED UPON COMPLETION OF THE NEW SCHOOL. REFER TO SITE PERMIT SUBMITTAL (#BLD20161599) DATED 5 DECEMBER 2016 FOR RELATED SITEWORK, WHICH INCLUDES PARKING AND LOADING AREAS, TRACK, PLAYFIELDS, STORM WATER MANAGEMENT, AND UTILITIES. 9300 236TH ST. SW, EDMONDS, WA 98020 27033600404600 - - GENERAL NOTES SHEET INDEX 2 3 6 2 1 2 3 7 0 4 450 440 430 435 4 45 44 5 440 450 440 445 4 30 432 434 436 438 440 4 42 44 4 446 446 4 4 4 444 444 444 446 448 4 44 442 368 366 366 3 7 0 444 442 440 3 60360 354 360 356 358 360 362 444 368 366 364 360 358 3 5 4 352 362 4 5 6 454 452 450 448 446 444 442 440 438 436 434 432 430 428 4 28 430 4 36 4 3 4 432 362 362 362 362 446 448 450 444 452 4 5 2 4 5 0 4 4 8 448 446 4 4 6 446 4 4 4 454 452 452 452 454 452 450 368 362 363 364 365 366 367 428 426 358 356 362 364 356 358 3 6 2 360 362 3 62 3 5 6 3 56 360 358 3 5 6 358 356 356 3 5 6 354 3 5 4 356 3 56 358 360 360 370 364 360 362 368 364 364 362 360 358 356 368 358 356 35 8 362 354 360 358 4 4 5 370 3 6 5 365 37 0 3 6 9 363 364 444 4 43 444 453 450 449 448 447 445 444 24 0TH ST SW 236TH ST SW 240TH ST SW 23 8TH ST SW 94TH AVE W 93RD AVE W 95TH PL W 92ND AVE W 240TH ST SW 445 448 447 446 449 450 446 446448 4 4 7 4 4 6 449 450 445 4 4 5 445 4 4 5 444 447 448449450451452453454 447 448 449 450 451 452 453 447 448449450451452453454 447 448449450451452453454 447 448 449 450 451 452 453 452 4 514504 49 4 4 8 447 4 4 7 4 4 9 4 5 0 4 5 1 4 5 2 446 446 4 4 5 45 6 4 5 5 4 5 6 455 34 21 9 8 7 6 5 4 3 2 1 34 21 ARCH #1 ARCH #2 ARCH #4 5' H I L L S I D E ZIP S L I D E 910 7 2 5' B E R M 5' H I L L S I D E ZIP S L I D E 910 7 2 5' B E R M 34 21 34 21 9 8 7 6 5 4 3 2 1 9 8 7 6 5 4 3 2 1 1 9 8 106 7 4 2 35 1 9 8 106 7 4 2 35 1 9 8 106 7 4 2 35 444 439 439 444 444 441 442 443 444 44 5 440 440 445 445 444 449 444 4 46 4 47 4 4 8 446 447 4 3 6 4 3 7 43 8 439 441 44 2 443 4 4 4 4 4 6 447 443 444 446447 4 4 8 449 447 446 451 452 453 454 448 449446 447 4 4 4444444 444 444 446 446 446 4 4 6 444 444 444443 4 4 6 4 4 7 447 4 4 8 452 452 4 5 1 4 44 444 444 444 4 3 4 453 452 451 454 456 4 5 7456 4 4 5 445 4 3 5 440 4 4 5 4 4 5 4 4 5 445 450 445 445 4 4 5 445 445445 4 45 445 445 450 4 5 0 445 445 445 4 4 5 4 4 5 445 445 455 450 450 455 4 5 5 450 445 455 REF 450 440 4 4 5 445 435 440 450 445 440 45 4 454 4 5 2 4 50 4 4 8 446 446 448 450 452 454 456 450 440 435 445 4 4 5 440 450 440 445 454 452 452 452 454 453 2: 1 2: 1 451 452 453 454 448 449446 447 452 452 456 4 5 74 56 450 445 455 455 REF 450 4 4 5 440 450 440 445 452 453 452 452 4 5 5 (E) MADRONA SCHOOL; TO BE DEMOLISHED AFTER NEW CONSTRUCTION IS COMPLETE FORMER WOODWAY SCHOOL CATEGORY IV WETLAND WITH 40FT. BUFFER CATEGORY III WETLAND WITH 60FT. STANDARD BUFFER NORTH INDICATES AREAS OF STEEP SLOPE 2 3 6 T H S T R E E T S W WETLAND B WETLAND A WETLAND C PROPOSED WETLAND BUFFER AVERAGING WITH ENHANCEMENT 2 4 0 T H S T R E E T S W 9 4 T H A V E . W 15FT. CRITICAL AREA BUFFER BUILDING SETBACK PROPOSED WETLAND BUFFER AVERAGING WITH ENHANCEMENT 45' - 0" 60' - 0" 75' - 0" ADD ALT 02.2 COVERED PLAY (3000 SF) MAX. PROPOSED HT. (GYMNASIUM RIDGELINE) / 485 FT NOTES: ARCHITECTURAL FINISH FLOOR DATUM: 100'-0" ACTUAL FINISH FLOOR ELEVATION: 455 FT ACTUAL FINISH FLOOR ELEVATION (GYMANISUM): 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 / 453 FT FINISHED FLOOR (GYMNASIUM) / 455 FT FINISHED FLOOR 130' - 0" 123' - 7" PROPOSED HT. (COMMONS RIDGELINE) / 478.58 FT 100' - 0" 98' - 0" NORTH AVERAGE GRADE = 451 FT. 447 FT. 454 FT.447 FT. 456 FT. AVERAGE GRADE: 454 + 447 + 456 + 447 = 1,804 / 4 = 451 FT. WETLAND LAND USE LEGEND 45FT OFFSET WETLAND AVERAGING REFERENCE BUILDING FOOTPRINT PROPERTY LINE 25 FT SETBACK ROOF OUTLINE EXISTING BUILDING TO BE DEMOLISHED EXISTING BUILDING TO REMAIN 15FT. CRITICAL AREA BUFFER BUILDING SETBACK STANDARD WETLAND BUFFER PROPOSED WETLAND BUFFER AREA REDUCTION PROPOSED WETLAND BUFFER AREA INCREASE PROPOSED WETLAND BUFFER PROPOSED 15' CRITICAL AREA BUFFER BUILDING SETBACK WETLAND B PROPOSED WETLAND BUFFER AVERAGING WITH ENHANCEMENT. REDUCTION TO A 45FT. (75%) BUFFER AT THIS POINT WOULD ALLOW APPROXIMATELY 1'-2' MIN FROM EXTERIOR FACE OF BUILDING TO CRITICAL AREA SETBACK LINE OF 45FT. WETLAND OFFSET (FOR MAXIMUM 75% 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 AREA REDUCTION 15' - 0" 45' - 0" 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION 1/ 6 / 2 0 1 7 4 : 3 2 : 3 1 P M C: \ ~ R e v i t L o c a l F i l e s \ 2 0 1 5 9 1 3 - M A D - A r c h - V 1 6 _ e m c g u i r e @ m ah l u m . c o m . r v t MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 EDMONDS SCHOOL DISTRICT 2015913.00 DM BM/AD BUILDING PERMIT 09 JANUARY 2017 LAND USE CODE REVIEW G-003 1" = 100'-0"A1 LAND USE DIAGRAM D4 BUILDING HEIGHT DIAGRAM 1" = 60'-0"A4 AVERAGE GRADE DIAGRAM 1" = 30'-0"C4 ENLARGED LAND USE DIAGRAM CUP 01 07/25/16 CUP RESPONSE 01 CUP 02 09/21/16 CUP RESPONSE 02 NORTH 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION F O R R E F E R E N C E O N L Y 1/ 6 / 2 0 1 7 4 : 3 2 : 3 9 P M C: \ ~ R e v i t L o c a l F i l e s \ 2 0 1 5 9 1 3 - M A D - A r c h - V 1 6 _ e m c g u i r e @ m ah l u m . c o m . r v t MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 EDMONDS SCHOOL DISTRICT 2015913.00 DM BM/AD BUILDING PERMIT 09 JANUARY 2017 BUILDING CODE REVIEW G-004 "BUILDING B" TYPE VB 42886 GSF b: 228' - 3" "BUILDING A" TYPE VB L01 - 33692 GSF 2 HR FIRE WALL 20' - 1" g: 91' - 9" 30' - 0" c: 186' - 2" a: 158' - 8" d: 136' - 8" e: 50' - 2" f: 49' - 8" i: 366' - 10" j: 252' - 6" k: 340' - 8" h: 27' - 4" l: 161' - 8" FRONTAGE CALCULATION VALUES (SEE G-004)AREA PLAN LEGENDLength of Exterior Wall (L) a=158'-8" b=228'-3" c=186'-2" d=136'-8" e=50-2" f=49'-8" i=366'-10" j=252'-6" k=340'-8" l=161'-8" Width of Public Way (w) >30'-0" >30'-0" >30'-0" >30'-0" >30'-0" >30'-0" >30'-0" >30'-0" >30'-0" >30'-0" 20'-0" FRONTAGE SETBACK 30'-0" FRONTAGE SETBACK EXTENTS OF BUILDING AREA BUILDING A EXTENTS OF BUILDING AREA BUILDING B g=91'-9" h=27'-4" 0 0 "BUILDING A" L02, TYPE VB 2945 GSF NORTH 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION ZONE KEYPLAN 1/ 6 / 2 0 1 7 4 : 3 2 : 5 8 P M C: \ ~ R e v i t L o c a l F i l e s \ 2 0 1 5 9 1 3 - M A D - A r c h - V 1 6 _ e m c g u i r e @ m ah l u m . c o m . r v t MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 2015913.00 DM AD/BM BUILDING PERMIT 09 JANUARY 2017 BUILDING AREA AND FRONTAGE INCREASE PLANS G-005 1" = 30'-0"A1 L01 AREA AND FRONTAGE PLAN 1" = 30'-0"B1 L02 AREA PLAN 1212 TLT 101DA TLT 116 TLT 118C TLT 118B TLT 118A TLT 101J TLT 101H LC CIRC 601C MS TLT 601CB MS TLT 601CA LC CIRC / STORAGE 603A LC TLT 603AA LC TLT 603AB LC TLT 603AC K TLT 203C TLT 104A TLT 105 TLT 106 TLT 113A TLT 132A TLT 135 TLT 118C TLT 118B TLT 118A NORTH 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION ZONE KEYPLAN 1/ 6 / 2 0 1 7 4 : 3 3 : 1 3 P M C: \ ~ R e v i t L o c a l F i l e s \ 2 0 1 5 9 1 3 - M A D - A r c h - V 1 6 _ e m c g u i r e @ m ah l u m . c o m . r v t MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 2015913.00 DM AD/BM BUILDING PERMIT 09 JANUARY 2017 ALTERNATIVE DESIGN PROPOSAL G-006 FIGURE 3 - Toilet Facilities that contain a lavatory within water closet. FIGURE 4 - Toilet Facilities with lavatory outside of water closet FIGURE 5 - Clustered water closets adjacent to assembly-use spaces *Also typical of rooms 201C, 401C *Also typical of rooms 203A, 303A, 403A, 503A NORTH 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION F O R R E F E R E N C E O N L Y 1/ 6 / 2 0 1 7 4 : 3 3 : 2 2 P M C: \ ~ R e v i t L o c a l F i l e s \ 2 0 1 5 9 1 3 - M A D - A r c h - V 1 6 _ e m c g u i r e @ m ah l u m . c o m . r v t MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 EDMONDS SCHOOL DISTRICT 2015913.00 DM BM/AD BUILDING PERMIT 09 JANUARY 2017 PRE-APPLICATION MEETING MINUTES G-007 NORTH 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION F O R R E F E R E N C E O N L Y 1/ 6 / 2 0 1 7 4 : 3 3 : 3 2 P M C: \ ~ R e v i t L o c a l F i l e s \ 2 0 1 5 9 1 3 - M A D - A r c h - V 1 6 _ e m c g u i r e @ m ah l u m . c o m . r v t MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 EDMONDS SCHOOL DISTRICT 2015913.00 DM BM/AD/EM BUILDING PERMIT 09 JANUARY 2017 PRELIMINARY CODE REVIEW MINUTES G-008 NORTH 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION 1/ 6 / 2 0 1 7 4 : 3 3 : 4 0 P M C: \ ~ R e v i t L o c a l F i l e s \ 2 0 1 5 9 1 3 - M A D - A r c h - V 1 6 _ e m c g u i r e @ m ah l u m . c o m . r v t MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 EDMONDS SCHOOL DISTRICT 2015913.00 DM BM/AD/EM BUILDING PERMIT 09 JANUARY 2017 PRELIMINARY CODE REVIEW MINUTES G-009 C2 G-031 C2 G-031 B2 G-031 B2 G-031 A2 G-031 A2 G-031 C5 G-031 C5 G-031 B5 G-031 B5 G-031 C2 G-031 C2 G-031 B2 G-031 B2 G-031 A2 G-031 A2 G-031 C5 G-031 C5 G-031 B5 G-031 B5 G-031 ENERGY CODE LEGEND AND NOTES CONTINUOUS AIR BARRIER 1. 2015 WSEC COMPLIANCE PATH : COMPONENT PERFORMANCE. SEE COMPLIANCE FORMS FOR COMMERCIAL BUILDINGS ATTACHED 2. SEE SHEET G-004 FOR BUILDING AND ENERGY CODE REVIEW 3. SEE SHEET G-004 FOR AIR BARRIER TESTING COMPLIANCE PATH 4. SEE ROOF PLANS A-131 & A-141A THROUGH A-141D FOR SOLAR READINESS/ SOLAR ZONE AREA 5. SEE SHEET A-601 FOR EXTERIOR ASSEMBLY DETAILS 6. SEE SHEETS A-612 AND A-613 FOR WINDOW TYPES, PF AND SHGC NORTH 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION ZONE KEYPLAN 1/ 6 / 2 0 1 7 4 : 3 4 : 0 4 P M C: \ ~ R e v i t L o c a l F i l e s \ 2 0 1 5 9 1 3 - M A D - A r c h - V 1 6 _ e m c g u i r e @ m ah l u m . c o m . r v t MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 2015913.00 DM AD/BM BUILDING PERMIT 09 JANUARY 2017 ENERGY CODE BUILDING ENVELOPE SCHEDULE G-031 EXTERIOR OPAQUE WALL SCHEDULE Assembly U-Factor Wall Assembly Layer 01 (Exterior Side) Wall Assembly Layer 02 Wall Assembly Layer 03 Wall Assembly Layer 04 Wall Assembly Layer 05 Wall Assembly Layer 06 Wall Assembly Layer 07 Wall Assembly Layer 08 Wall Assembly Layer 09 Wall Assembly Layer 10 Wall Assembly Layer 11 Wall Assembly Layer 12 X60 0.046 07 42 13 METAL WALL PANEL (MP-1) 07 42 13 METAL FURRING, 7/8" HORIZONTAL 07 42 13 METAL FURRING, 7/8" VERTICAL 07 21 00 MINERAL FIBER BOARD INSULATION R-4.2, 1" 07 25 00 WEATHER BARRIER 06 10 00 PLYWOOD WALL SHEATHING - 06 10 00 WOOD STUD FRAMING 07 21 00 MINERAL FIBER BATT R-23, 5.5" 07 21 00 VAPOR RETARDER SHEET - 09 21 16 GYPSUM WALLBOARD X61 0.046 07 42 13 METAL WALL PANEL (MP-1) 07 42 13 METAL FURRING, 7/8" HORIZONTAL 07 42 13 METAL FURRING, 7/8" VERTICAL 07 21 00 MINERAL FIBER BOARD INSULATION R-4.2, 1" 07 25 00 WEATHER BARRIER 06 10 00 PLYWOOD WALL SHEATHING - 06 10 00 WOOD STUD FRAMING 07 21 00 MINERAL FIBER BATT R-23, 5.5" 07 21 00 VAPOR RETARDER SHEET X62 07 19 00 WATER REPELLENT 04 20 00 BRICK VENEER 04 20 00 MASONRY ANCHOR 07 21 00 R-10 BOARD INSULATION, MINERAL WOOL 07 25 00 WEATHER BARRIER 06 10 00 PLYWOOD WALL SHEATHING - 06 10 00 ENGINEERED WOOD STUD FRAMING 07 21 00 BATT INSULATION 07 25 00 VAPOR RETARDER - 09 21 16 GYPSUM WALLBOARD X63 07 46 46 SIDING, HIGH DENSITY FIBER CEMENT 07 46 46 RAINSCREEN FABRIC, BLACK 07 46 46 FURRING STRIPS, PT WOOD 07 21 00 MINERAL FIBER BOARD INSULATION R-4.2, 1" 07 25 00 WEATHER BARRIER 06 10 00 PLYWOOD WALL SHEATHING - 06 10 00 WOOD STUD FRAMING 07 21 00 MINERAL FIBER BATT R-23, 5.5" 07 21 00 VAPOR RETARDER SHEET - 09 21 16 GYPSUM WALLBOARD X64 0.046 07 25 00 WEATHER BARRIER 06 10 00 PLYWOOD WALL SHEATHING - 06 10 00 WOOD STUD FRAMING 07 21 00 MINERAL FIBER BATT R-23, 5.5" 07 21 00 VAPOR RETARDER SHEET - 09 21 16 GYPSUM WALLBOARD X65 0.046 07 21 00 MINERAL FIBER BOARD INSULATION R-4.2, 1" 07 25 00 WEATHER BARRIER X66 0.046 07 19 00 WATER REPELLENT 04 20 00 BRICK VENEER 04 20 00 MASONRY ANCHOR 07 21 00 MINERAL FIBER BOARD INSULATION R-4.2, 1" 07 25 00 WEATHER BARRIER 06 10 00 PLYWOOD WALL SHEATHING - 06 10 00 WOOD STUD FRAMING 07 21 00 MINERAL FIBER BATT R-23, 5.5" 07 21 00 VAPOR RETARDER SHEET - 09 21 16 GYPSUM WALLBOARD X67 0.046 07 19 00 WATER REPELLENT 04 20 00 BRICK VENEER 04 20 00 MASONRY ANCHOR 07 21 00 MINERAL FIBER BOARD INSULATION R-4.2, 1" 07 25 00 WEATHER BARRIER 06 10 00 PLYWOOD WALL SHEATHING - 06 10 00 WOOD STUD FRAMING 07 21 00 MINERAL FIBER BATT R-23, 5.5" 07 21 00 VAPOR RETARDER SHEET - Grand total: 164 EXTERIOR WINDOW SCHEDULE DESCRIPTION SPEC # NFRC U-FACTOR NFRC SHGC MAXIMUM NFRC VT TRANSLUCENT WALL SYSTEM 08 45 00 0.26 0.4 0.19 STOREFRONT 08 43 13 0.36 0.4 0.55 STOREFRONT OPERABLE 08 43 13 0.41 0.4 0.55 EXTERIOR DOOR SCHEDULE DOOR PANEL DOOR FRAME U-FACTOR SHGCTYPE MATL MATL ROOF SCHEDULE ROOF TYPE DESCRIPTION R-VALUE U-FACTOR R01 INSULATED BUILT-UP ROOF 38 0.026 R02 UNINSULATED BUILT-UP ROOF 0 R03 GYMNASIUM ROOF 38 0.026 R04 NON-COMBUSTIBLE CONNECTORS 0 SKYLIGHT SCHEDULE TYPE COUNT SPEC # DESCRIPTION WIDTH HEIGHT NFRC U-FACTOR NFRC SHGC VT CURB R-VALUE SL1 19 08 62 00 4' X 4' UNIT SKYLIGHT 4' - 0" 4' - 0" 0.31 0.24 .49 10 SL2 27 08 62 00 4' X 8' UNIT SKYLIGHT 4' - 0" 8' - 0" 0.31 0.24 .49 10 1" = 40'-0"D5 L01 FLOOR PLAN - AIR BARRIER 1" = 40'-0"C2 AIR BARRIER SECTION EAST/WEST - ZONE A & B 1" = 40'-0"B2 AIR BARRIER SECTION 2 EAST/WEST - ZONE A & B 1" = 40'-0"A2 AIR BARRIER SECTION EAST/WEST - ZONE C & D 1" = 40'-0"C5 AIR BARRIER SECTION NORTH SOUTH - ZONE B & C 1" = 40'-0"B5 AIR BARRIER SECTION NORTH SOUTH - ZONE A & D 1" = 40'-0"D2 L02 FLOOR PLAN - AIR BARRIER EXTERIOR FLOOR/SOFFIT SCHEDULE TYPE DESCRIPTION R-VALUE U-FACTOR S01 INSULATED SOFFIT 30 + 5ci 0.033 23621 2 3 7 04 23621 2 3 7 04 23621 2 3 7 0423621 23704 2 3 6 21 23704 2 3 6 21 23704 EXISTING PARKING AND STUDENT DROP-OFF N 1 ° 59 ' 5 3 " E 1 3 3 1 .3 9 ' S 8 8 ° 3 6 ' 3 5 " E 1 3 4 7 . 4 8 ' S 8 8 ° 4 3 ' 5 2 " E 1 0 00 . 3 9 ' EXISTING MADRONA SCHOOL TO REMAIN DURING CONSTRUCTION CONSTRUCTION SITE FOR NEW MADRONA SCHOOL GRAVEL ACCESS ROAD STAGING AREA, CONSTRUCTION TRAILERS W/TEMP POWER AND DATA 2 3 6 T H S T . SW 9 2 N D A V E . W 9 3 R D A V E . W 9 4 T H AV E . W 2 4 0 T H ST . S W N 1 ° 5 9 ' 5 3 " E 1 3 3 1 .3 9 ' S 8 8 ° 3 6 ' 3 5 " E 1 3 47 . 4 8 ' S 8 8 ° 4 3 ' 5 2 " E 1 0 00 . 3 9 ' DEMOLITION OF EXISTING PARKING AND CONSTRUCTION OF NEW PARKING / DROP-OFF DEMOLITION OF EXISTING MADRONA SCHOOL CONSTRUCTION SITE FOR NEW MADRONA SCHOOL 2 3 6 T H S T . SW 9 2 N D A V E. W 9 3 R D A V E. W 9 4 T H A V E . W STAGING AREA, CONSTRUCTION TRAILERS W/TEMP POWER AND DATA 2 4 0 T H S T . SW COVERED PLAY N 1 ° 59 ' 5 3 " E 1 3 3 1 .3 9 ' S 8 8 ° 3 6 ' 3 5 " E 1 3 47 . 4 8 ' S 8 8 ° 4 3 ' 5 2 " E 1 0 00 . 3 9 ' NEW PARKING AND STUDENT DROP-OFF DEMOLITION OF EXISTING MADRONA SCHOOL AND SITEWORK FOR NEW FIELD NEW MADRONA SCHOOL PRIMARY SITE ACCESS 2 3 6 T H S T . SW 9 2 N D A V E . W 9 3 R D A V E . W 9 4 T H AV E . W 2 4 0 T H S T . SW COVERED PLAY 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 BUIDLINGS -PAVE STUDENT DROPOFF/PARENT PARKING -PAVE BUS LOOP PHASE 3B JUNE 2018-OCTOBER 2018 -COMPLETE FIELDS REGRADING PHASING NOTES PHASING LEGEND CONTRACTOR ACCESS CONSTRUCTION FENCE EXISTING BUILDING TO REMAIN DURING PHASE EXISTING BUILDING DEMOLISHED DURING PHASE N 1 ° 5 9 ' 5 3 " E 1 3 3 1 .3 9 ' S 8 8 ° 3 6 ' 3 5 " E 1 3 4 7 . 4 8 ' S 8 8 ° 4 3 ' 5 2 " E 1 0 00 . 3 9 ' EXISTING PARKING AND STUDENT DROP-OFF EXISTING MADRONA SCHOOL TO REMAIN DURING CONSTRUCTION CONSTRUCTION SITE FOR NEW MADRONA SCHOOL PRIMARY SITE ACCESS 2 3 6 T H ST . S W 9 2 N D A V E . W 9 3 R D A V E . W 9 4 T H AV E . W STAGING AREA, CONSTRUCTION TRAILERS W/TEMP POWER AND DATA 2 4 0 T H ST . S W COVERED PLAY TEMPORARY FENCED PLAY AREA N 1 ° 5 9 ' 5 3 " E 1 3 3 1 .3 9 ' S 8 8 ° 3 6 ' 3 5 " E 1 3 4 7 . 4 8 ' S 8 8 ° 4 3 ' 5 2 " E 1 0 0 0 . 3 9 ' EXISTING PARKING AND STUDENT DROP-OFF EXISTING MADRONA SCHOOL TO REMAIN DURING CONSTRUCTION CONSTRUCTION SITE FOR NEW MADRONA SCHOOL UTILITY WORK AND CONSTRUCTION OF ATB DRIVE 2 4 0 T H S T . SW TEMPORARY SITE ACCESS PARTIAL DEMOLITION OF TECH ROOM (JUNE 26 2017) STAGING AREA, CONSTRUCTION TRAILERS W/TEMP POWER AND DATA 2 3 6 T H ST . S W 9 2 N D A V E. W 9 3 R D A V E. W 9 4 TH A V E . W N 1 ° 59 ' 5 3 " E 1 3 3 1 .3 9 ' S 8 8 ° 3 6 ' 3 5 " E 1 3 4 7 . 4 8 ' S 8 8 ° 4 3 ' 5 2 " E 1 0 0 0 . 3 9 ' EXISTING PARKING AND STUDENT DROP-OFF EXISTING MADRONA SCHOOL TO REMAIN DURING CONSTRUCTION CONSTRUCTION SITE FOR NEW MADRONA SCHOOL PRIMARY SITE ACCESS 2 3 6 T H ST . S W 9 2 N D A V E . W 9 3 R D A V E . W 9 4 T H AV E . W STAGING AREA, CONSTRUCTION TRAILERS W/TEMP POWER AND DATA 2 4 0 T H S T . SW NORTH 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION ZONE KEYPLAN 1/ 6 / 2 0 1 7 4 : 3 4 : 2 3 P M C: \ ~ R e v i t L o c a l F i l e s \ 2 0 1 5 9 1 3 - M A D - A r c h - V 1 6 _ e m c g u i r e @ m ah l u m . c o m . r v t MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 2015913.00 DM BM/AD BUILDING PERMIT 09 JANUARY 2017 PHASING PLAN DIAGRAMS G-041 1" = 160'-0"C1 PHASE 1A (1 MAY 2017 - 25 JUNE 2017) 1" = 160'-0"A3 PHASE 3A (25 JUNE 2018 - AUGUST 2018) 1" = 160'-0"A5 PHASE 3B (AUGUST 2018 - OCTOBER 2018) 1" = 160'-0"A1 PHASE 2 (MARCH 2018 - 24 JUNE 2018) 1" = 160'-0"C3 PHASE 1B (26 JUNE 2017 - 27 AUGUST 2017) 1" = 160'-0"C5 PHASE 1C (AUGUST 28 2017 - MARCH 2018) UP UP 961 SF CLASSROOM 49 20 961 SF CLASSROOM 49 20 961 SF CLASSROOM 49 20 961 SF CLASSROOM 49 20 960 SF CLASSROOM 48 20 887 SF CLASSROOM 45 20 886 SF CLASSROOM 45 20 961 SF CLASSROOM 49 20 961 SF CLASSROOM 49 20 961 SF CLASSROOM 49 20 961 SF CLASSROOM 49 20 939 SF CLASSROOM 47 20 369 SF MECH 2 300 959 SF CLASSROOM 48 20 80 SF ACC. CLASSROOM 4 20 80 SF ACC. CLASSROOM 4 20 940 SF CLASSROOM 47 20 940 SF CLASSROOM 47 20 80 SF ACC. CLASSROOM 4 20 80 SF ACC. CLASSROOM 4 20 80 SF ACC. CLASSROOM 4 20 79 SF ACC. CLASSROOM 4 20 939 SF CLASSROOM 47 20 402 SF MECH 2 300 886 SF CLASSROOM 45 20 887 SF CLASSROOM 45 20 401 SF MECH 2 300 991 SF CLASSROOM 50 20 866 SF CLASSROOM 44 20 128 SF ACC. CLASSROOM 7 20 47 SF ELEC 1 300 70 SF IDF 1 300 79 SF IDF 1 300 46 SF ELEC 1 300 79 SF IDF 1 300 46 SF ELEC 1 300 6717 SF CONCENTRATED ASSEMBLY 960 7 3405 SF CONCENTRATED ASSEMBLY 486 7 1958 SF READING ROOM 40 50 154 SF OFFICE 2 100 137 SF ACC. CLASSROOM 7 20 139 SF ACC. CLASSROOM 7 20 330 SF CONF 22 15 166 SF OFFICE 2 100 187 SF OFFICE 2 100 129 SF OFFICE 2 100 657 SF LEARNING SUPPORT 33 20 96 SF IDF 1 300 60 SF JAN 1 300 832 SF MUSIC PLATFORM / CLASSROOM 56 15134 SF OFFICE 2 100 258 SF STOR 1 300 76 SF STOR 1 300 1057 SF MECH 4 300 1038 SF ORCH 52 20 104 SF OFFICE 2 100 73 SF ACC. CLASSROOM 4 20 73 SF ACC. CLASSROOM 4 20 111 SF ACC. CLASSROOM 6 20 1035 SF BAND 52 20 286 SF UTILITY 1 300 365 SF CUSTODIAL 2 300 1093 SF KITCHEN 6 200 134 SF OFFICE 2 100 95 SF ACC. CLASSROOM 5 20 130 SF STOR 1 300 392 SF OTPT 8 50 458 SF UNCONCENTRATED ASSEMBLY 31 15 153 SF OFFICE 2 100 300 SF STOR 1 300 384 SF COURTYARD 26 15 39"72"257 42" 48" 276 32"36"60 38"72"250 43"72"286 56" 72" 369 56" 72" 369 32"36"77 2 249 249 28 32"42"2 2 8 47 2 32"36"40 111 SF OFFICE 2 100 136 SF MDF 1 300 1 4 25 4 4 1 5 1 22 2 2 3 1 2 2 3 1 1 2 1 5 6 33 32"36"49 4 4 2481 SF COURTYARD 166 15 1352 SF KINDERGARTEN PLAY 91 15 1 1 32"42"2 1 32"36"2 32"36"2 532 SF PLATFORM RISERS 36 15 8 60 443 SF MECH 2 300 43" 72" 283 43" 48" 283 43" 48" 283 43" 48" 283 43" 48" 283 43" 48" 283 UNOCCUPIED CIRCULATION AND LANDSCAPED AREA HATCHED 402 SF COURTYARD 27 15 69 SF ACC. CLASSROOM 4 20 69 SF ACC. CLASSROOM 4 20 69 SF ACC. CLASSROOM 4 20 69 SF ACC. CLASSROOM 4 20 32"36"2 668 SF COURTYARD 45 15 4 4 32"42"2 32"36"2 4 4 4 4 32"42"2 402 SF COURTYARD 27 15 2 2 1 32" 42" 2 109 SF STOR 1 300 1 46' - 11" 30 30 24 1 1 125 SF OFFICE 2 100 215 SF STOR 1 300 2 2 4 258 2 28 33 1 250 8 40 161 SF OFFICE 2 100 183 SF OFFICE 2 100 180 SF OFFICE 2 100 129 SF OFFICE 2 100 176 SF OFFICE 2 100 166 SF OFFICE 2 100 215 SF HEALTH 5 50 277 SF OFFICE 3 100 338 SF CONF 23 15 380 SF FACULTY LOUNGE 26 15 213 SF OFFICE 3 100 26 3 3 23 251 SF UNCONCENTRATED ASSEMBLY 17 15 1 3 24 459 SF LOUNGE 31 15 402 SF MECH 2 300 46 SF ELEC 1 300 79 SF IDF 1 300 2 371 SF MECH 2 300 32"42"2 1 32"36"2 93' - 6" TRAVEL DISTANCE 105' - 4" TRAVEL DISTANCE 1 5 220' - 0" TRAVEL DISTANCE 3 57 32"36"25 32" 36" 29 138 SF OFFICE 2 100 133 SF OFFICE 2 100 58 SF ACC. CLASSROOM 3 20 2 1 25732 132(GYM) + 486(COMMONS) + 96(MUSIC) + 57(LIBRARY) = 771(3 EXITS) 961 SF CLASSROOM 49 20 961 SF CLASSROOM 49 20 18' - 2" 961 SF CLASSROOM 49 20 961 SF CLASSROOM 49 20 32"36"25 32"36"26 961 SF CLASSROOM 49 20 961 SF CLASSROOM 49 20 961 SF CLASSROOM 49 20 44 SF ELEC 1 300 78 SF IDF 1 300 961 SF CLASSROOM 49 20 1212 SF COURTYARD 81 15 32" 36" 30 29 25 SF ELEC 1 300 32" 36" 2 73' - 5" TRAVEL DISTANCE 276 SF COURTYARD 19 15 236 SF COURTYARD 16 15 236 SF COURTYARD 16 15 217 SF COURTYARD 15 15 236 SF COURTYARD 16 15 276 SF COURTYARD 19 15 236 SF COURTYARD 16 15 217 SF COURTYARD 15 15 283 SF COURTYARD 19 15 268 SF COURTYARD 18 15 236 SF COURTYARD 16 15 276 SF COURTYARD 19 15 236 SF COURTYARD 16 15 217 SF COURTYARD 15 15 283 SF COURTYARD 19 15 268 SF COURTYARD 18 15 793 SF KINDERGARTEN PLAY 53 15 278 SF COURTYARD 19 15 UNOCCUPIED CIRCULATION AND LANDSCAPED AREA HATCHED UNOCCUPIED CIRCULATION AND LANDSCAPED AREA HATCHED UNOCCUPIED CIRCULATION AND LANDSCAPED AREA HATCHED UNOCCUPIED CIRCULATION AND LANDSCAPED AREA HATCHED 43"48"284 FE AED FE FE FE AED 32" 36" 30 32"36"25 32"36"26 32"36"4932"36"49 32"36"25 32"36"26 32"36"25 32"36"26 32"36"25 32"36"26 32"36"25 32"36"26 32"36"49 32"36"4932"36"49 32"36"4932"36"49 32"36"4932"36"49 32"36"5032"36"51 32"36"4932"36"49 32"36"4932"36"49 32"36"4932"36"49 32"36"4932"36"49 50' - 1" 50' - 1" LINE OF SAFE DISPERSALLINE OF SAFE DISPERSAL LINE OF SAFE DISPERSAL EXIT DISCHARGE ROUTE TO SAFE DISPERSAL ZONE EXIT DISCHARGE ROUTE TO SAFE DISPERSAL ZONE EXIT DISCHARGE ROUTE TO SAFE DISPERSAL ZONE EXIT DISCHARGE ROUTE TO PUBLIC WAY EXIT DISCHARGE ROUTE TO SAFE DISPERSAL ZONE 584(A/B/D1) + 241(B/C1) + 292 (C1/C2) + 432(D1/D2) + 433 (D2/D3) = 1982 (7 EXITS) EXIT DISCHARGE ROUTE TO SAFE DISPERSAL ZONE EXIT DISCHARGE ROUTE TO SAFE DISPERSAL ZONE EXIT 2 EXIT 3 EXIT 1 GATE 1 (ADA) GYM EXIT 2 GYM EXIT 1 GYM EXIT 3 GYM EXIT 4 GATE 7 (ADA) GATE 6 (ADA) GATE 5 (ADA) GATE 4 GATE 3 GATE 2 113 SF ACC. CLASSROOM 4 20 95' - 4" TRAVEL DISTANCE 339 339 NO ACCESS TO HATCHED AREAS DURING AFTER- HOURS / ASSEMBLY USE NO ACCESS TO HATCHED AREAS DURING AFTER- HOURS / ASSEMBLY USE NO ACCESS TO HATCHED AREAS DURING AFTER- HOURS / ASSEMBLY USE 20"34"100 50 REQUIRED CAPACITY WIDTH 0.2" X OCCUPANT (SEE NOTE 1 BELOW) # OF OCCUPANTS USING EXIT / PATH PROVIDED CLEAR WIDTH OCCUPANTSTEXT 50 20 1000 SF FUNCTION OF SPACE TOTAL OCCUPANTS FLOOR AREA PER OCCUPANT FLOOR AREA NET & GROSS PROVIDED WHERE PERMITTED REQUIRED CAPACITY WIDTH AT STAIRS ROOM OCCUPANT LOAD EGRESS DISTRIBUTIONOCCUPANCY LOAD TAG LIFE SAFETY PLAN LEGEND ILLUMINATED EXIT SIGN WALL RATINGS 30-MIN RATED WALL 1-HOUR RATED WALL 2-HOUR RATED WALL 30-MIN SMOKE BARRIER 1-HOUR SMOKE BARRIER NON RATED WALL PATH OF EGRESS XX' TRAVEL DISTANCE 15"34"100 REQUIRED CAPACITY WIDTH 0.15" X OCCUPANT (SEE NOTE 1 BELOW) # OF OCCUPANTS USING EXIT / PATH PROVIDED CLEAR WIDTH (REFER TO DOOR SCHEDULE FOR PANEL SIZE) REQUIRED CAPACITY WIDTH AT NON-STAIR LOCATIONS 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) 1. SOLID FILL INDICATES DIRECTIONAL ARROW FE AED FIRE EXTINGUISHER CABINET (SEE A-251, INTERIOR ELEVATIONS) AUTOMATED EXTERNAL DEFIBRILLATOR (SEE A-251, INTERIOR ELEVATIONS) NORTH 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION ZONE KEYPLAN B C1 C2 D1 D2 D3 A 1/ 6 / 2 0 1 7 4 : 3 4 : 3 8 P M C: \ ~ R e v i t L o c a l F i l e s \ 2 0 1 5 9 1 3 - M A D - A r c h - V 1 6 _ e m c g u i r e @ m ah l u m . c o m . r v t MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 2015913.00 DM BM/AD BUILDING PERMIT 09 JANUARY 2017 LIFE SAFETY PLAN G-101 1/16" = 1'-0"A1 L01 FIRE LIFE SAFETY PLAN UP 6717 SF CONCENTRATED ASSEMBLY 960 7 3405 SF CONCENTRATED ASSEMBLY 486 7 832 SF MUSIC PLATFORM / CLASSROOM 56 15 38"72"250 43"72"286 249 249532 SF PLATFORM RISERS 36 15 28 33250 220' - 0" TRAVEL DISTANCE 32 73' - 5" TRAVEL DISTANCE FE FE FE AED 50' - 1" LINE OF SAFE DISPERSAL EXIT DISCHARGE ROUTE TO PUBLIC WAY EXIT DISCHARGE ROUTE TO SAFE DISPERSAL ZONE EXIT 2 EXIT 3 EXIT 1 GYM EXIT 2 GYM EXIT 1 GYM EXIT 3 GYM EXIT 4 GATE 2 NO ACCESS TO HATCHED AREAS DURING AFTER- HOURS / ASSEMBLY USE NO ACCESS TO HATCHED AREAS DURING AFTER- HOURS / ASSEMBLY USE NO ACCESS TO HATCHED AREAS DURING AFTER- HOURS / ASSEMBLY USE 288 289 44" 72" 288 44" 72" 289 35"72"232 31" 48" 203 203 204 125(GYM) + 486(COMMONS) = 611(3 EXITS)2762 SF MECH 10 300 163' - 5" TRAVEL DISTANCE 182' - 2" TRAVEL DISTANCE OPEN TO BELOW EXIT 2 EXIT 1 5 5 20"34"100 50 REQUIRED CAPACITY WIDTH 0.2" X OCCUPANT (SEE NOTE 1 BELOW) # OF OCCUPANTS USING EXIT / PATH PROVIDED CLEAR WIDTH OCCUPANTSTEXT 50 20 1000 SF FUNCTION OF SPACE TOTAL OCCUPANTS FLOOR AREA PER OCCUPANT FLOOR AREA NET & GROSS PROVIDED WHERE PERMITTED REQUIRED CAPACITY WIDTH AT STAIRS ROOM OCCUPANT LOAD EGRESS DISTRIBUTIONOCCUPANCY LOAD TAG LIFE SAFETY PLAN LEGEND ILLUMINATED EXIT SIGN WALL RATINGS 30-MIN RATED WALL 1-HOUR RATED WALL 2-HOUR RATED WALL 30-MIN SMOKE BARRIER 1-HOUR SMOKE BARRIER NON RATED WALL PATH OF EGRESS XX' TRAVEL DISTANCE 15"34"100 REQUIRED CAPACITY WIDTH 0.15" X OCCUPANT (SEE NOTE 1 BELOW) # OF OCCUPANTS USING EXIT / PATH PROVIDED CLEAR WIDTH (REFER TO DOOR SCHEDULE FOR PANEL SIZE) REQUIRED CAPACITY WIDTH AT NON-STAIR LOCATIONS 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) 1. SOLID FILL INDICATES DIRECTIONAL ARROW FE AED FIRE EXTINGUISHER CABINET (SEE A-251, INTERIOR ELEVATIONS) AUTOMATED EXTERNAL DEFIBRILLATOR (SEE A-251, INTERIOR ELEVATIONS) NORTH 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION ZONE KEYPLAN 1/ 6 / 2 0 1 7 5 : 1 1 : 2 7 P M C: \ ~ R e v i t L o c a l F i l e s \ 2 0 1 5 9 1 3 - M A D - A r c h - V 1 6 _ e m c g u i r e @ m ah l u m . c o m . r v t MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 2015913.00 DM BM/AD BUILDING PERMIT 09 JANUARY 2017 LIFE SAFETY PLAN G-102 1/16" = 1'-0"A1 L01 FIRE LIFE SAFETY PLAN - COMMUNITY EVENT 1/16" = 1'-0"A5 L02 FIRE LIFE SAFETY PLAN COUGHLIN LUNDEEN PORTER A CONSULTING 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 STRUCTURAL AND CIVIL ENGINEERING CORPORATION F: 206/343-5691 P: 206/343-0460 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION ZONE KEYPLAN 1/ 6 / 2 0 1 7 1 1 : 5 6 : 2 5 A M C: \ R e v i t L o c a l \ 2 0 1 6 \ M a d r o n a K - 8 S t r u c t u r a l _ C e n t r a l _ JZ B . r v t MADRONA SCHOOL REPLACEMENT 9300 26TH ST. SW, EDMONDS, WA, 98020 EDMONDS SCHOOL DISTRICT S130282-01 JAW, RJV JZB BUILDING PERMIT 09 JANUARY 2017 GENERAL STRUCTURAL NOTES S-101 SHEET INDEX S-101 GENERAL STRUCTURAL NOTES S-102 GENERAL STRUCTURAL NOTES S-103 GENERAL STRUCTURAL NOTES S-111A FOUNDATION PLAN ZONE A S-111B FOUNDATION PLAN ZONE B S-111C FOUNDATION PLAN ZONE C S-111D FOUNDATION PLAN ZONE D S-121A ROOF FRAMING PLAN ZONE A S-121B ROOF FRAMING PLAN ZONE B S-121C ROOF FRAMING PLAN ZONE C S-121D ROOF FRAMING PLAN ZONE D S-301 TYPICAL CONCRETE DETAILS S-302 FOUNDATION DETAILS S-501 TYPICAL STEEL DETAILS S-502 STEEL & METAL DECK DETAILS S-503 MISC. STEEL DETAILS S-601 TYPICAL WOOD FRAMING DETAILS S-602 WOOD FRAMING DETAILS S-603 ROOF FRAMING DETAILS S-604 ROOF FRAMING DETAILS S-605 MISC. WOOD FRAMING DETAILS S-606 SHEAR WALL SCHEDULE & DETAILS S-607 COVERED PLAY FRAMING PLANS AND DETAILS CHRIST OPHER SET H DU L A V L 39843 P R O F E S SIONAL E N G I N EER STA TE O F WASHIN G T O N S T R U CT URA L E N GI N EER 01/06/17 COUGHLIN LUNDEEN PORTER A CONSULTING 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 STRUCTURAL AND CIVIL ENGINEERING CORPORATION F: 206/343-5691 P: 206/343-0460 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION ZONE KEYPLAN 1/ 6 / 2 0 1 7 1 1 : 5 6 : 2 6 A M C: \ R e v i t L o c a l \ 2 0 1 6 \ M a d r o n a K - 8 S t r u c t u r a l _ C e n t r a l _ JZ B . r v t MADRONA SCHOOL REPLACEMENT 9300 26TH ST. SW, EDMONDS, WA, 98020 EDMONDS SCHOOL DISTRICT S130282-01 JAW, RJV JZB BUILDING PERMIT 09 JANUARY 2017 GENERAL STRUCTURAL NOTES S-102 CHRIST OPHER SET H DU L A V L 39843 P R O F E S SIONAL E N G I N EER STA TE O F WASHIN G T O N S T R U CT URA L E N GI N EER 01/06/17 COUGHLIN LUNDEEN PORTER A CONSULTING 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 STRUCTURAL AND CIVIL ENGINEERING CORPORATION F: 206/343-5691 P: 206/343-0460 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION ZONE KEYPLAN 1/ 6 / 2 0 1 7 1 1 : 5 6 : 2 6 A M C: \ R e v i t L o c a l \ 2 0 1 6 \ M a d r o n a K - 8 S t r u c t u r a l _ C e n t r a l _ JZ B . r v t MADRONA SCHOOL REPLACEMENT 9300 26TH ST. SW, EDMONDS, WA, 98020 EDMONDS SCHOOL DISTRICT S130282-01 JAW, RJV JZB BUILDING PERMIT 09 JANUARY 2017 GENERAL STRUCTURAL NOTES S-103 CHRIST OPHER SET H DU L A V L 39843 P R O F E S SIONAL E N G I N EER STA TE O F WASHIN G T O N S T R U CT URA L E N GI N EER 01/06/17 B CCBA A A A A B A A A A A A A A A AA A A A A A A A B B CCBA A A A A B A A A A A A A A A AA A A A A A A A B 3 W 3 2W4 W 2 3 W 4 64 2W3 2W3 7 1 2 3 K G F.8 1.1 2.3 D.5 W 6 4" SLAB-ON-GRADE PER PLAN NOTE 1 CONFIRM ELEVATION W/ FLOOR MFR. 4'-0"114'-0"17'-6" 2'-10"46'-10" 18 S-302 _________ TYP.29 S-302 _________ 29 S-302 _________ 29 S-302 _________ 2W2HSS 6x6xÌHSS 6x6xÌHSS 6x6xÌHSS 6x6xÌHSS 5x5xÌ8”ø STD. PIPE8”ø STD. PIPE8”ø STD. PIPE8”ø STD. PIPE 3 3 3 3 3 3 3 -0'-2Ð" 8 HSS 3x3xÎ7 3 3 HSS 6x6xÎHSS 6x6xÎHSS 6x6xÎHSS 6x6xÎHSS 6x6xÎHSS 6x6xÎHSS 5x5xÍ STUD WALL PER PLAN NOTE 5, U.O.N. 8”ø XS PIPE8”ø XS PIPE8”ø XS PIPE 3HDAHDAHDAHDAHDAHDAHDA3 3 3HDAHDA3HDAHDAHDAHDCHDCHDAHDAW6HDAHDA3HDAHDA5”ø XS PIPE8”ø XS PIPEHDCHDCHDCHSS 5x5xÌHDC45”ø XS PIPE5”ø XS PIPE5”ø XS PIPE5”ø XS PIPE WOOD FRAMED STAIR DEPRESSED SLABS AT WALK OFF MATS PER ARCH'L, TYP. - SEE ARCH'L FOR LOCATIONS5”ø STD. PIPE5”ø STD. PIPE 44 ' - 4 1 / 2 " 83 ' - 2 " AT BELOW GRADE PIPES, DROP FOUNDATION PER , TYP.30/S-301 AHDAW 3 W6 30 S-302 _________ SIM. 24 S-302 _________HDA2.2 F.9 D.4 W3 W3HDAW3W3 4 S-601 24 3HDAW6 HDC4HDAHDAW 4 3 3 3 S-301 _________ 1.2 W 3HDCSEE S-111BHDA44 W 6 24 S-302 _________ 24 S-302 _________ 29 S-302 _________ REFERENCE EL. = 0'-0" DATUM EL. = 453'-0" 4'-11 5/8" 11'-0 15/16" 16'-0 5/16" 16'-0 1/2" 16'-0 9/16" TYP. AT SHEAR WALLS 16 S-301 _________ 3 1 3/4" 21 ' - 8 3 / 4 " 3 15 S-302 _________ W 2 POSTS PER PLAN NOTE 6, U.O.N. W6HDC11 S-301 _________ 9"15'-5 1/16" 12'-1 3/4"11'-7 5/16" 16'-1 7/16" 17'-6 1/4" 23 S-302 _________ 24 S-302 _________ 1'- 0 " 12 ' - 4 " 1 6 ' - 0 " 1 6 ' - 0 " 1 6 ' - 0 " 1 3 ' - 6 " 14'-5" 16'-0" 16'-0" 23 S-302 _________ 23 S-302 _________ 1'-0 1/8" 13'-5 7/8" 12'-4" S-601 24 TYP. AT SHEAR WALLS 72 ' - 1 0 " 42 ' - 1 0 " MATCHLINE SEE S-111B MATCHLINE 3 4" SLAB-ON-GRADE PER PLAN NOTE 1 -0'-2" -0'-2"17'-5 5/8" -0'-2" A HDAHDA 5'-0" 9'-7 3/4" 5'-0" 17 ' - 6 1 / 1 6 " 37 ' - 1 5 / 1 6 " 4 S-302 _________ FOOTING 5'-0"x3'-0" dp. W/ (6)#5 TOP & BOT. LONG. AND #4 @ 12"oc TOP & BOT. TRANS. 10 S-301 _________ 3 3 55 2 G J-2 109'-6" (2 ) 2 x 1 2 ( D ) 12 S-602 _________ JOISTS PER PLAN NOTE 9, U.O.N. GL 5 Ê x 2 8 Ð FLOOR SHEATHING PER PLAN NOTE 8, U.O.N. (2 ) 2 x 1 2 11 S-602 _________ 6 S-602 _________ GL 5Êx12 J - 2 GL 5 Ê x 9 SHEAR WALL PER 1/S-201 GL 5 Ê x 1 2 (2 ) 2 x 1 2 ( D ) ( 2 ) 2 x 1 2 ( D ) ( 2 ) 2 x 1 2 ( D ) (2 ) 2 x 1 2 ( D ) ( 2 ) 2 x 1 2 ( D ) 4 D.4 GL 5Êx18GL 5Êx18 J-2 GL 5 Ê x 1 2 J-2 CONN. TO COL. PER GL 5 Ê x 1 2HDDHDD2W4 J-2 J-2 J-4 DJS B MECH'L UNIT MAX. WT. = 2,400# MECH'L UNIT MAX. WT. = 2,400# MECH'L UNIT MAX. WT. = 350# MECH'L UNIT MAX. WT. = 2,400# MECH'L UNIT MAX. WT. = 350# MECH'L UNIT MAX. WT. = 3,000# MECH'L UNIT MAX. WT. = 4,200# MECH'L UNIT MAX. WT. = 2,400# MECH'L UNIT MAX. WT. = 5,400# MECH'L UNIT MAX. WT. = 9,100# W6HDDW 6 30/S-602HDDGL 3Êx12 W 4HDDW6 GL 5Êx15 GL 3Êx12 J-2 GL 3Êx12 HDD 4 4 3 4 4 4 4 4HDDHDD LEGEND: STRUCTURAL WALL THIS LEVEL POST THIS LEVEL (SEE PLAN NOTE 6) NUMBER OF STUDS IN MULTI-STUD POST THIS LEVEL - NAIL TOGETHER PER GENERAL STRUCTURAL NOTES x TOP OF SLAB ELEVATIONx'-x" TOP OF FOOTING ELEVATIONx'-x" FOOTING MARK PER STEP IN FOOTING PERhigh low x STEP IN TOP OF SLAB SEISMIC FORCE RESISTING SYSTEM LEGEND: (SEE GENERAL STRUCTURAL NOTE 13) SHEAR WALL THIS LEVEL PER SCHEDULE OFWx 30/S-606 HOLDOWN THIS LEVEL PER SCHEDULE OF HDx 10/S-302 30/S-301 6/S-606 SPAN DIRECTION OF FLOOR JOISTS PER SCHEDULE THIS SHEET APPROX. EXTENTS OF RADIANT FLOOR SLAB (4" SLAB-ON-GRADE W/ INSULATION AND TOPPING PER )6/S-301 STRAP PER SCHEDULE OF S-121A DOUBLE JOIST STRUTDJS x SLAB ELEVATION SHALL BE AS SHOWN IN PLAN. SLAB-ON-GRADE SHALL BE 4" THICK WITH 6x6 W1.4xW1.4 WWM AT CENTER, U.O.N. PROVIDE VAPOR BARRIER PER SPECIFICATIONS BELOW SLAB AT INTERIOR SPACES OVER FREE- DRAINING CAPILLARY BREAK MATERIAL PER SPECIFICATIONS. SEE ARCHITECTURAL DRAWINGS FOR SLAB DEPRESSION AND SLOPE REQUIREMENTS PROVIDE CONSTRUCTION/CONTROL JOINTS IN SLABS ON GRADE TO DIVIDE SLAB INTO RECTANGULAR AREAS 225 SQUARE FEET OR LESS. AREAS SHALL BE APPROXIMATELY SQUARE AND HAVE NO ACUTE ANGLES. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. JOINT LOCATIONS MUST BE APPROVED BY THE ARCHITECT. SEE . TOPS OF ALL FOOTINGS SHOWN IN THIS PLAN SHALL BE 1'-6" BELOW TOP OF SLAB, U.O.N. OVER EXCAVATE AND PLACE SUITABLE COMPACTED FILL AS DIRECTED BY OWNER APPROVED GEOTECHNICAL ENGINEER WHERE REQUIRED. CONTRACTOR SHALL COORDINATE WITH FINAL SITE GRADES AND MAINTAIN MINIMUM DEPTH OF FOOTINGS SHOWN ON THE DRAWINGS. SEE ARCHITECTURAL/MECHANICAL/CIVIL/UTILITIES DRAWINGS FOR UNDERSLAB PIPING. COORDINATE FOUNDATION DEPTHS AND PIPING IN ACCORDANCE WITH . STUD WALLS SHALL BE 2x STUDS @ 16"oc (@ 12"oc AT STAGGERED STUD WALLS AND EXTEIRIOR WALLS W/ FULL HEIGHT BIRCK VENEER), U.O.N. SEE ARCHITECTURAL FOR WALL TYPES. SEE FOR REQUIREMENTS AT STAGGERED STUD WALLS. SEE FOR SPECIAL STUD REQUIREMENTS AT HEAVILY NAILED SHEAR WALL PANEL EDGES. SEE , , AND FOR HOLES AND NOTCHES IN STUDS AND PLATES. POSTS OR JAMB STUDS SUPPORTING BEAMS ABOVE SHALL BE (2) STUDS, U.O.N. FLOOR SHEATHING SHALL BE Ô" T&G PLYWOOD (PANEL SPAN RATING 48/24). NAIL SHEATHING AT ALL FRAMED PANEL EDGES, DIAPHRAGM BOUNDARIES, STRUTS, BLOCKING, AND SHEAR WALLS BELOW W/ 10d @ 6"oc. NAIL SHEATHING AT ALL INTERMEDIATE SUPPORTS W/ 10d @ 12"oc. GLUE SHEATHING AT ALL SUPPORTS W/ ADHESIVE CONFORMING TO ASTM SPECIFICATION D3498. FLOOR JOISTS SHALL BE PER SCHEDULE THIS SHEET. PLAN NOTES: 1. 2. 3. 4. 5. 6. 7. 8. 6/S-301 30/S-301 30/S-606 5/S-601 4/S-601 12/S-601 16/S-601 description NOTES: ALL JOIST TYPES MAY NOT OCCUR EACH PLAN. J-1 mark J-2 11Ö I-A @ 24"oc hanger type, U.O.N. in details WOOD JOIST SCHEDULE 11Ö I-A @ 16"oc ITS (LBV AT SLOPED JOISTS) J-3 11Ö I-A @ 12"oc J-4 11Ö I-B @ 12"oc ITS ITS (LBV AT SLOPED JOISTS) ITS (LBV AT SLOPED JOISTS) COUGHLIN LUNDEEN PORTER A CONSULTING 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 STRUCTURAL AND CIVIL ENGINEERING CORPORATION F: 206/343-5691 P: 206/343-0460 NORTH 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION ZONE KEYPLAN B C C D D D A 1/ 6 / 2 0 1 7 1 1 : 5 6 : 1 3 A M C: \ R e v i t L o c a l \ 2 0 1 6 \ M a d r o n a K - 8 S t r u c t u r a l _ C e n t r a l _ JZ B . r v t MADRONA SCHOOL REPLACEMENT 9300 26TH ST. SW, EDMONDS, WA, 98020 EDMONDS SCHOOL DISTRICT S130282-01 JAW, RJV JZB BUILDING PERMIT 09 JANUARY 2017 FOUNDATION PLAN ZONE A S-111A CHRI S TOPH E R SETHD U LAV L 39843 P R O F E S SIONAL E N G I N EER STA T EOF WASH I N G T O N S T R UC T URAL E N G IN EER 01/06/17 1/8" = 1'-0"1 FOUNDATION PLAN - ZONE A 1/8" = 1'-0"2 MECHANICAL LEVEL FRAMING PLAN B CCBA C A A A A A A A B CCBA C A A A A A A A W6 W6 W6W6 4 W 4 W6 3 2W3 2W3 1 2 3 4 A D C.2 B C 1.1 2.3 A.3 D.5 4'-0"114'-0"20'-4"46'-10"71'-1" 41 ' - 2 " 37 ' - 1 1 1 / 2 " 14 ' - 3 " 37 ' - 1 1 1 / 2 " 17 ' - 0 " 29 S-302 _________ 29 S-302 _________ 11 S-301 _________ 29 S-302 _________ 18 S-302 _________ TYP. STUD WALLS PER PLAN NOTE 5, TYP. POST PER PLAN NOTE 6, U.O.N. 2 W 4 4HSS 6x6xÌHSS 6x6xÌHSS 6x6xÌHSS 6x6xÌHSS 5x5xÌHOUSE KEEPING PADS PER - SEE MECH'L FOR LOCATIONS 17/S-3016”ø STD. PIPEW4 8”ø STD. PIPE8”ø STD. PIPE8”ø STD. PIPE8”ø STD. PIPE 3 4" SLAB-ON-GRADE PER PLAN NOTE 1. 5" THICK W/ #4 @ 14"oc EA. WAY AT EXPOSED SLABS. SEE ARCH'L FOR LOCATIONS WOOD FRAMED STAIRHDAHDAHDCHDCHSS 5x5xÌ4HDAHDAHDAHDAHDAHDAHDAHDAHDAHDAHDAW 4HDC28 S-302 _________ 2 W 3HDCHDC3HDAHDC42W3HDC4 2 W 4HDCHDCHDA29 S-302 _________ 2'-0" 16 S-302 _________ 16 S-302 _________ DEPRESSED SLABS AT WALK OFF MATS PER ARCH'L, TYP. - SEE ARCH'L FOR LOCATIONS AT BELOW GRADE PIPES, DROP FOUNDATION PER , TYP.30/S-301 W3HDAHDAW 4 HDAHDA24 S-302 _________ 2.2 D.4 W 6HDAHDAHDA 3 S-301 _________ 7 4 4 4 4 4 HDAW2HDCHDC333 3 7 1.2 3.4 W6HDAHDAHDAHDAW4HDAHDAW 6 W 3HDCHDC34W6HDAHDA11 S-301 _________ 14'-5" 16'-0" 16'-0" 23 S-302 _________ S-601 24 TYP. AT SHEAR WALLS MATCHLINE SEE S-111C W 6HDAHDA 16 S-301 _________ W 6 HDAW4HDA3 W6 W2 MATCHLINE SEE S-111C SEE S-111A 15 S-302 _________HDC15 S-302 _________HDAMATCHLINE M A T C H L I N E SEE S-111D MATCHLINE SEE S-111A 10 S-301 _________ -0'-2"0'-0" -0'-2" -1'-6" 3 S-302 _________ -1'-6" 8" CMU WALL -0'-2"HDA3 3 -0'-2" 27 S-302 _________ 2'-0Ð" 27 S-302 _________ 27 S-302 _________HDAHDA 4 4 4 4 4 4 SEE SHEET S-201 FOR PLAN NOTES & LEGENDS COUGHLIN LUNDEEN PORTER A CONSULTING 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 STRUCTURAL AND CIVIL ENGINEERING CORPORATION F: 206/343-5691 P: 206/343-0460 NORTH 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION ZONE KEYPLAN B C C D D D A 1/ 6 / 2 0 1 7 1 1 : 5 6 : 0 8 A M C: \ R e v i t L o c a l \ 2 0 1 6 \ M a d r o n a K - 8 S t r u c t u r a l _ C e n t r a l _ JZ B . r v t MADRONA SCHOOL REPLACEMENT 9300 26TH ST. SW, EDMONDS, WA, 98020 EDMONDS SCHOOL DISTRICT S130282-01 JAW, RJV JZB BUILDING PERMIT 09 JANUARY 2017 FOUNDATION PLAN ZONE B S-111B CHRI S TOPH E R SETHD U LAV L 39843 P R O F E S SIONAL E N G I N EER STA T EOF WASH I N G T O N S T R UC T URAL E N G IN EER 01/06/17 1/8" = 1'-0"1 FOUNDATION PLAN - ZONE B DDDDDD W6 W6 W6 STUD WALL PER PLAN NOTE 5, TYP. 4" SLAB-ON-GRADE PER PLAN NOTE 1 SEE BUILDING TO THE RIGHT FOR TYPICAL FRAMING, DETAIL CALL-OUTS, NOTES, & OTHER INFORMATION NOT SHOWN 6 8 10 12 A D B C 18 S-302 _________ 29 S-302 _________ 30 S-302 _________ 29 S-302 _________ W6HDAHDA6”ø STD. PIPE6”ø STD. PIPE6”ø STD. PIPE2W 4 2W 3HDCHDCHDCHDCHDC2W 4 2W 3 HDCHDCHDC33 3 3 DEPRESSED SLABS AT WALK OFF MATS PER ARCH'L, TYP. - SEE ARCH'L FOR LOCATIONS 61'-0" 37 ' - 1 1 1 / 2 " 14 ' - 3 " 37 ' - 1 1 1 / 2 " 90 ' - 2 " AT BELOW GRADE PIPES, DROP FOUNDATION PER , TYP.30/S-301 FULL WIDTH POSTS REQUIRED AT STAGGERED STUD WALLS PER , TYP. (2x6 MIN.)16/S-601 30 S-302 _________ 2W 4HDAHDAHDCHDCHDCHDCHDCHDC3 3 3 3W6 2W 3 2W 3 HDCHDCW6 2W 4 W6 W6 2'-0" S-606 9 AT SHEAR WALL INTERSECTIONS, TYP. MATCHLINE SEE S-111DMATCHLINE SEE S-111B MATCHLINE SEE S-111D MATCHLINE SEE S-111B 2 2 15 S-302 _________ 15 S-302 _________ 4 4 SEE SHEET S-201 FOR PLAN NOTES & LEGENDS COUGHLIN LUNDEEN PORTER A CONSULTING 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 STRUCTURAL AND CIVIL ENGINEERING CORPORATION F: 206/343-5691 P: 206/343-0460 NORTH 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION ZONE KEYPLAN B C C D D D A 1/ 6 / 2 0 1 7 1 1 : 5 6 : 1 0 A M C: \ R e v i t L o c a l \ 2 0 1 6 \ M a d r o n a K - 8 S t r u c t u r a l _ C e n t r a l _ JZ B . r v t MADRONA SCHOOL REPLACEMENT 9300 26TH ST. SW, EDMONDS, WA, 98020 EDMONDS SCHOOL DISTRICT S130282-01 JAW, RJV JZB BUILDING PERMIT 09 JANUARY 2017 FOUNDATION PLAN ZONE C S-111C CHRIST OPHER SET H DU L A V L 39843 P R O F E S SIONAL E N G I N EER STA TE O F WASHIN G T O N S T R U CT URA L E N GI N EER 01/06/17 1/8" = 1'-0"1 FOUNDATION PLAN - ZONE C CCCC C C C CC C CCCC C C C CC C W6 W6 W6 4" SLAB-ON-GRADE PER PLAN NOTE 1 STUD WALL PER PLAN NOTE 5, TYP. SEE BUILDING TO THE RIGHT FOR TYPICAL FRAMING, DETAIL CALL-OUTS, NOTES, & OTHER INFORMATION NOT SHOWN 5 7 119 1413 E F H L J 29 S-302 _________ 18 S-302 _________ 29 S-302 _________ TYP. W6 W6HDAHDASEE BUILDING TO THE RIGHT FOR TYPICAL FRAMING, DETAIL CALL-OUTS, NOTES, & OTHER INFORMATION NOT SHOWN6”ø STD. PIPE6”ø STD. PIPE6”ø STD. PIPE6”ø STD. PIPE2 W 3HDBHDBHDBHDBHDBHDB2 W 3 2 W 3 2 W 3HDBHDB3 3 3 3 40 ' - 6 " 37 ' - 1 1 " 15 ' - 5 1 / 2 " 37 ' - 1 1 1 / 2 " 13 1 ' - 1 0 " 61'-0" AT BELOW GRADE PIPES, DROP FOUNDATION PER , TYP.30/S-301 FULL WIDTH POSTS REQUIRED AT STAGGERED STUD WALLS PER , TYP. (2x6, MIN.)16/S-601HSS 3x3xÌ30 S-302 _________ 30 S-302 _________HDAHDAHDBHDBHDB3 3 3 3 2 W 3 W6HDBHDB 2 W 3HDBHDB 2 W 3 W6 HDB2 W 3HDAHDAW6 W6 W6HSS 3x3xÌHDAHDAHDBHDBHDB3 3 3 3 2 W 3HDBHDBHDBHDBHDBHDAHDAW6 W6 W6 2 W 3 2 W 3 2 W 3 W6HSS 3x3xÌW6 2'-0" S-606 9 AT SHEAR WALL INTERSECTIONS, TYP. MATCHLINE SEE S-111C MATCHLINE SEE S-111A MATCHLINE SEE S-111B MATCHLINE SEE S-111CMATCHLINE SEE S-111B 15 S-302 _________ 15 S-302 _________ 3 3 3 4 4 SEE SHEET S-201 FOR PLAN NOTES & LEGENDS COUGHLIN LUNDEEN PORTER A CONSULTING 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 STRUCTURAL AND CIVIL ENGINEERING CORPORATION F: 206/343-5691 P: 206/343-0460 NORTH 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION ZONE KEYPLAN B C C D D D A 1/ 6 / 2 0 1 7 1 1 : 5 6 : 1 5 A M C: \ R e v i t L o c a l \ 2 0 1 6 \ M a d r o n a K - 8 S t r u c t u r a l _ C e n t r a l _ JZ B . r v t MADRONA SCHOOL REPLACEMENT 9300 26TH ST. SW, EDMONDS, WA, 98020 EDMONDS SCHOOL DISTRICT S130282-01 JAW, RJV JZB BUILDING PERMIT 09 JANUARY 2017 FOUNDATION PLAN ZONE D S-111D CHRI S TOPH E R SETHD U LAV L 39843 P R O F E S SIONAL E N G I N EER STA T EOF WASH I N G T O N S T R UC T URAL E N G IN EER 01/06/17 1/8" = 1'-0"1 FOUNDATION PLAN - ZONE D ridge ridge 1 2 3 K G F.8 1.1 2.3 D.5 ridge ST R U T T R U S S (1 6 . 2 k , 3 " o c ) 22 S-603 _________ SHEATHING PER PLAN NOTE 1, U.O.N. OPEN GL5Êx9 GL5Êx9GL5Êx10Ð GL5Êx10Ð (2)2x12 (D) W14x30 W14x22[H] [H] [H][H] [H] GL 5Êx16Ð (D) GL 5Êx16Ð GL 5Êx9 GL 5Êx15 GL 5 Ê x 9 GL 5Êx12 GL 5 Ê x 1 5 [ L ] GL 5 Ê x 1 5 [ L ] GL 5Êx12 W10x19 [H] & [L] GL 5Êx13Ð [H] GL 5Êx13Ð GL 5Êx13Ð GL 5Êx13Ð GL 5Êx13Ð [H] GL 5Êx13Ð [H] 30 S-502 _________24 S-502 _________ [H] [H] [H][H] [H] LH T O P C H O R D D O U B L E P I T C H E D O P E N W E B S T E E L T R U S S LH T O P C H O R D D O U B L E P I T C H E D O P E N W E B ST E E L T R U S S T R U S S W E I G H T A P P R O X . 2 5 P L F dododododododododo GL 5Êx12 [L] 98" TRUSS DEPTH AT RIDGE, TYP. ACOUSTICAL METAL ROOF DECK PER PLAN NOTE 6 W27x84 GL 5Êx27 ST R U T T R U S S (9 . 7 k , 4 Ð " o c ) ST R U T T R U S S GL 5Êx21 6" SEISMIC JOINT 6" SEISMIC JOINT W10x19 [H] & [L] HS S 1 6 x 8 x Ì [ H ] & [ L ] HS S 1 6 x 8 x Ì [ H ] & [ L ] GL 5Êx16Ð [H] GL 5 Ê x 1 5 [ L ] GL 5 Ê x 1 5 [ L ] GL 5 Ê x 1 5 [ L ] GL 5Êx18 [H]GL 5Êx18 [H] [H] 6 S-603 _________ TR U S S W E I G H T A P P R O X . 2 5 P L F 30 S-603 _________ GL 5Êx12 SHEATHING PER PLAN NOTE 1, U.O.N.J - 1 J - 1 J - 1 J - 1 J - 1 J - 1 J - 1 J - 1 JOISTS PER SCHEDULE THIS SHEET GL 5Êx13Ð [H] GL 5Êx13Ð [H] METAL ROOF DECK PER PLAN NOTE 6, TYP. AT CANOPIES W14x22 W14x22 GL 5 Ê x 1 5 ( D ) 4'-0" 21'-2"92'-10"17'-6" 2'-10" 46'-10" 44 ' - 4 1 / 2 " 83 ' - 2 " [H] 28 S-602 _________ (2)2x12 (D) ST R U T T R U S S (1 6 . 9 k , 3 " o c ) GL 5Êx12 [L]GL 5Êx12 [L] GL 5 Ê x 1 8 ( D ) 24 S-602 _________22 S-602 _________ [H] [L] 17 S-603 _________ J - 3 0"W14x22 W14x22 W14x22 W14x22HSS 5x5xÌ 2.2 F.9 D.4 FRAME OPENINGS IN DECK PER , TYP.12/S-502 26 S-602 _________30 S-602 _________ 21 S-604 _________ [L] [L] [L] DIAG. TENSION BRACING PER 24 S-604 _________ 23 S-604 _________ [L] GL 5Êx9 [L] 0" 22 S-604 _________ GL5Êx9 GL5Êx9 5 S-603 _________ 6 S-602 _________ 4 S-603 _________ 25 S-602 _________21 S-602 _________ [H] [L] 18 S-602 _________ [H] 6 S-602 _________ 28 S-603 _________ GL 5Êx9 22 S-603 _________ ST R U T T R U S S (1 1 . 2 k , 4 " o c ) ST R U T T R U S S (3 . 8 k , 4 Ð " o c ) 27 S-603 _________ 30 S-602 _________ 28 S-603 _________ 12'-0" GL 5Êx25Ð 21 S-603 _________ 1.2 GL 5Êx16Ð (D) 18 S-603 _________ MECH'L UNIT. MAX. WT. = ____# GL 5Êx12 [L]HSS 5x5xÌ26 S-602 _________ ST R U T T R U S S (6 . 9 k , 4 Ð " o c ) ST R U T T R U S S (8 . 7 k , 4 Ð " o c ) A ST R U T T R U S S (9 . 7 k , 4 Ð " o c ) B 20'-0" DJ S DJ S B B (7 . 4 k , 4 Ð " o c ) ST R U T T R U S S (3 . 8 k , 4 Ð " o c ) B B 16'-0" B DJ S B DJ S B B B B DJ S 24 S-603 _________ 21 S-603 _________ 17 S-603 _________ GL5Êx9 B 30 S-501 _________ [H] 24/S-604 DIAG. TENSION BRACING PER 24/S-604 GL 5Êx13Ð J - 1 GL 5Êx9 17 S-603 _________ 12'-0" FRAMING PER AT FALL ARREST ANCHORS - SEE ARCH'L FOR LOCATIONS 12/S-604 72 ' - 1 0 " 42 ' - 1 0 " 10'-0" 10'-0" 30 S-602 _________ [H] & [L] [L] 30'-0"30'-0" GL 5Êx18 [H] GL 5Êx12 [L] 0" HUNG BASKETBALL HOOP SUPPORT PER 10/S-502 MATCHLINE SEE S-121B W14x22 W14x22 J - 1 SEE S-121B MATCHLINE GL 5Êx13Ð (2 ) E Q . S P A C E S (3 ) E Q . S P A C E S GL 5Êx9GL5Êx9 STRUT STRUT 11 S-503 _________ HS S 1 6 x 8 x Ì [ H ] & [ L ] HS S 1 6 x 8 x Ì [ H ] & [ L ] 11 S-503 _________ HS S 1 6 x 8 x Ì [ H ] & [ L ] HS S 1 6 x 8 x Ì [ H ] & [ L ] 10 S-503 _________ 3" SEISMIC JOINT GL 5Êx12 [L] 12 S-503 _________ LEGEND: SPAN DIRECTION OF CONN. PLATE TRUSSES (SEE PLAN NOTE 3) POST BELOW STRUCTURAL WALL BELOW THIS LEVEL STEP IN TOP OF ROOF SHEATHING (TOTAL LOAD/ LIVE LOAD) FOR JOIST DESIGN IN LBS. PER FOOT. SEE GENERAL STRUCTURAL NOTE 41 FOR ADDITIONAL REQUIREMENTS. (xxx,xxx) TOTAL LOAD (KIPS) LIVE LOAD (KIPS) TL=xk LL=xk SEISMIC FORCE RESISTING SYSTEM LEGEND: (SEE GENERAL STRUCTURAL NOTE 13) FRAMING MEMBER NAILED AS STRUT PER PLAN NOTES STRUT TRUSS DESIGNED BY TRUSS MFR. TO TRANSFER xk (LRFD) LATERAL FORCE FROM TRUSS TOP CHORD TO TRUSS BOTTOM CHORD. NAIL SHEATHING TO TOP CHORD W/ 10d @ x"oc STRUT TRUSS (xk/x"oc) DIAPHRAGM AT THIS LEVEL CONSISTS OF THE ROOF SHEATHING PER PLAN NOTE 1. (ROOF DECK PER PLAN NOTE 6 WHERE OCCURS) DIAPHRAGM DROPPED BEAM(D) SPAN DIRECTION OF ROOF JOISTS PER JOIST SCHEDULE THIS SHEET BLOCKED DIAPHRAGM PER PLAN NOTE 2 DOUBLE JOIST STRUTDJS STRAP PER SCHEDULE THIS SHEETx ROOF SHEATHING SHALL BE 1Ê" T&G PLYWOOD (PANEL SPAN RATING 32/16). NAIL SHEATHING AT ALL FRAMED PANEL EDGES, DIAPHRAGM BOUNDARIES, STRUTS, BLOCKING, AND SHEAR WALLS BELOW W/ 10d @ 4Ð"oc. NAIL SHEATHING AT ALL INTERMEDIATE SUPPORTS W/ 10d @ 12"oc, U.O.N. AT AREAS INDICATED AS BLOCKED DIAPHRAGM, PROVIDE 2x FLAT BLOCKING (PER GENERAL STRUCTURAL NOTES) AT ALL UNFRAMED PANEL EDGES. NAIL SHEATHING AT ALL FRAMED PANEL EDGES, DIAPHRAGM BOUNDARIES, STRUTS, BLOCKING, AND SHEAR WALLS BELOW W/ 10d @ 4"oc. NAIL SHEATHING AT ALL INTERMEDIATE SUPPORTS W/ 10d @ 12"oc. ROOF FRAMING SHALL BE CONNECTOR-PLATE TRUSSES (DOUG FIR TOP CHORD) @ 48"oc., U.O.N. TRUSS MANUFACTURER SHALL PROVIDE ALL TEMPORARY AND PERMANENT TRUSS BOTTOM CHORD BRACING AND BRIDGING AND RELATED CONNECTION DETAILS. REFER TO ARCH'L DRAWINGS FOR GENERAL TRUSS HEIGHTS & CONFIGURATIONS. REFER TO GENERAL STRUCTURAL NOTES FOR OTHER REQUIREMENTS. STRUCTURAL DRAWINGS DO NOT SHOW ALL LOCATIONS OF MECHANICAL UNITS, PIPING, OR OTHER EQUIPMENT (REFER TO ARCHITECTURAL/MECHANICAL DRAWINGS). THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE FINAL WEIGHTS AND LOCATIONS OF THE UNITS (INCLUDING SPECIFIC SUPPORT LOADS AND CONFIGURATIONS) WITH THE WOOD JOIST OR TRUSS MANUFACTURER PRIOR TO FABRICATION IN ACCORDANCE WITH GENERAL STRUCTURAL NOTE 41. ADDITIONAL TRUSSES SHALL BE PROVIDED FOR SPECIAL LOADS AND OPENINGS AS REQUIRED. THE GENERAL CONTRACTOR SHALL COORDINATE WITH THE MECHANICAL CONTRACTOR TO DESIGN, SUPPLY, AND INSTALL ALL HANGERS AND SEISMIC BRACING FOR MECHANICAL SYSTEMS AND HUNG PIPING (INCLUDING COMBINED MULTIPLE PIPE RUNS) PRIOR TO JOIST OR TRUSS FABRICATION. SEE GENERAL STRUCTURAL NOTE 9 AND MECHANICAL SPECIFICATIONS FOR ADDITIONAL INFORMATION. PLAN NOTES: 1. 2. 3. 4. 18/S-601 BEAMS OVER DOORS AND WINDOWS SHALL BE (2)2x8 AND DROPPED BELOW STUD WALL TOP PLATE PER , U.O.N. ROOF DECKING SHALL BE 1Ð" DEEP PER STEEL MEMBERS SHALL BE SPACED EQUALLY AS SHOWN, U.O.N. JOIST MANUFACTURER SHALL DESIGN JOISTS FOR THE ALLOWABLE UNIFORM LINE LOADS IN POUNDS PER LINEAR FOOT INDICATED ON PLAN (TOTAL LOAD, LIVE LOAD) WHICH INCLUDE AN ALLOWANCE FOR THE WEIGHT OF THE JOISTS. IN ADDITION, DESIGN FOR ALLOWABLE CONCENTRATED LOADS INDICATED ON PLAN OR DETAILS, AND UPLIFT FORCES PER GENERAL STRUCTURAL NOTE 41. FOR JOISTS DENOTED "STRUT" DESIGN FOR TOP CHORD TO RESIST FACTORED (INCLUDING o) EARTHQUAKE LOADS SHOWN. WHERE JOISTS SUPPORT HUNG MECH'L EQUIPMENT AND PIPING, INSTALL ADDITIONAL WEB MEMBERS PER JOIST MANUFACTURER AS REQUIRED. SEE GENERAL STRUCTURAL NOTE 41 FOR ADDITIONAL REQUIREMENTS. 5. 6. 7. 8. 6/S-502 Ω description NOTES: ALL JOIST TYPES MAY NOT OCCUR EACH PLAN. J-1 mark J-2 11Ö I-A @ 24"oc hanger type, U.O.N. in details WOOD JOIST SCHEDULE 11Ö I-A @ 16"oc ITS (LBV AT SLOPED JOISTS) J-3 11Ö I-A @ 12"oc J-4 11Ö I-B @ 12"oc ITS ITS (LBV AT SLOPED JOISTS) ITS (LBV AT SLOPED JOISTS) description NOTES: ALL SCHEDULED STRAP TYPES MAY NOT OCCUR THIS PLAN. mark CMST12 x 6'-6" U.O.N. PER PLAN comments STRAP SCHEDULE A B -SIDE OF DOUBLE TOP PLATE TO SIDE OF DOUBLE TOP PLATE/T.O. BEAM TO RIMBOARD/BLKG. OVER SHEATHING SIDE OF DOUBLE TOP PLATE TO SIDE OF DOUBLE TOP PLATE/JOIST TO JOIST OVER SHEATHING/BEAM TO DOUBLE TOP PLATE OVER SHEATHNG CMST14 x 6'-0" U.O.N. PER PLAN COUGHLIN LUNDEEN PORTER A CONSULTING 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 STRUCTURAL AND CIVIL ENGINEERING CORPORATION F: 206/343-5691 P: 206/343-0460 NORTH 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION ZONE KEYPLAN B C C D D D A 1/ 6 / 2 0 1 7 1 1 : 5 6 : 1 8 A M C: \ R e v i t L o c a l \ 2 0 1 6 \ M a d r o n a K - 8 S t r u c t u r a l _ C e n t r a l _ JZ B . r v t MADRONA SCHOOL REPLACEMENT 9300 26TH ST. SW, EDMONDS, WA, 98020 EDMONDS SCHOOL DISTRICT S130282-01 JAW, RJV JZB BUILDING PERMIT 09 JANUARY 2017 ROOF FRAMING PLAN ZONE A S-121A CHRI S TOPH E R SETHD U LAV L 39843 P R O F E S SIONAL E N G I N EER STA T EOF WASH I N G T O N S T R UC T URAL E N G IN EER 01/06/17 1/8" = 1'-0"1 ROOF FRAMING PLAN - ZONE A ridge ridge 1 2 3 4 5 A D C.2 B C 1.1 2.3 A.3 D.5 ST R U T T R U S S (1 8 . 6 k , 4 Ð " o c ) ST R U T T R U S S (6 . 8 k , 4 Ð " o c ) ST R U T T R U S S (1 8 . 4 k , 4 " o c ) SHEATHING PER PLAN NOTE 1, U.O.N. (2 3 . 4 k , 4 " o c ) ROOF TRUSSES PER PLAN NOTE 3 GL 5Êx12 22 S-603 _________ ST R U T T R U S S (1 1 . 1 k , 4 Ð " o c ) GL 5Êx9 (2)2x12 17 S-603 _________ GL 5Êx13Ð WT dodo GL 5 Ê x 1 5 [ L ] GL 5Êx13Ð [H][H] [H] GL 5Êx25Ð GL 5Êx15 GL 5Êx25Ð HSS 12x6xÍ (D) W27x84 6" SEISMIC JOINT GL 5Êx16Ð [H] GL 5Êx18 [H]GL 5Êx18 [H] GL 5 Ê x 1 2 [H] GL 5Êx13Ð GL 5Êx9 GL 5Êx12 GL 5Êx12 ST R U T T R U S S (1 1 . 1 k , 4 Ð " o c ) 6 S-603 _________ J - 1 W14x22 W14x22 3" SEISMIC JOINT 30 S-605 _________ 29 S-605 _________ GL 5 Ê x 1 5 ( D ) SHEATHING PER PLAN NOTE 1, U.O.N. __" SEISMIC JOINT 4'-0"114'-0"17'-6" 2'-10"46'-10"71'-1" 39 ' - 8 1 / 2 " 41 ' - 2 " 37 ' - 1 1 1 / 2 " 14 ' - 3 " 37 ' - 1 1 1 / 2 " 17 ' - 0 " 18 S-603 _________ GL 5Êx12 [L]GL 5Êx12 [L] GL 5 Ê x 1 8 ( D ) J - 3 J-1 GL 5 Ê x 1 2 24 S-602 _________22 S-602 _________ [H] [L] 17 S-603 _________ 16 S-603 _________ 27 S-605 _________ 28 S-605 _________15 S-603 _________ 11 S-603 _________12 S-603 _________ ST R U T T R U S S 2.2 D.4 FRAME OPENINGS IN DECK PER , TYP.12/S-502 27 S-603 _________ GL 5Êx9 GIRDER TRUSS GL 5Êx13Ð GL 5Êx13Ð GL 5Êx13Ð GL 5Êx15 28 S-603 _________ 21 S-603 _________ GL 5Êx18 GL 5Êx18 GL 5Êx12 GL 5Êx12 1.2 3.4 GL 5Êx12 [L]HSS 5x5xÌ26 S-602 _________ 8'- 0 " 4'-0" B B STRUT TRUSS (2.6k, 4Ð"oc) B 10'-0" 10'-0" 1'- 6 " (2)2x12 A STRUT TRUSS (9.3k, 4Ð"oc) ST R U T T R U S S (7 . 1 k , 4 Ð " o c ) B B (4 . 6 k , 4 Ð " o c ) ST R U T T R U S S B B STRUT TRUSS (7.2k, 4Ð"oc) 1'- 6 " 13'-6" 13'-6" B B DJ S ST R U T T R U S S (6 . 5 k , 4 Ð " o c ) B B 10'-0" 10'-0" DJ S DJ S ST R U T T R U S S (1 . 7 k , 4 Ð " o c ) B BB 10'-0" 10'-0" 30 S-602 _________ [H] & [L] MATCHLINE SEE S-121A MATCHLINE SEE S-121C MATCHLINE SEE S-121C [L] B 30'-0"30'-0" (6 . 5 k , 4 Ð " o c ) ST R U T T R U S S ST R U T T R U S S (6 . 5 k , 4 Ð " o c ) B B 18 S-603 _________ LOOSE BRICK VENEER SUPPORT LINTEL PER AT OPENINGS, U.O.N. 9/S-601 GL 5Êx18 [H] GL 5Êx12 [L] 0" ST R U T T R U S S (1 4 . 9 k , 4 Ð " o c ) 24 S-603 _________ GL 5 Ê x 9 ( D ) 20 S-603 _________ 21 S-603 _________ 14 S-603 _________ 30 S-603 _________28 S-603 _________ FRAMING PER AT FALL ARREST ANCHORS - SEE ARCH'L FOR LOCATIONS 12/S-604 SEE S-121D M A T C H L I N E W14x22 W14x22 J - 1 MATCHLINE GL 5Êx13Ð SEE S-121A 3" SEISMIC JOINT GL 5Êx12 [L] 13 ' - 6 " 10 S-603 _________ DJ DJ GL 3Êx12 GL 3Êx12 GL 3Êx12 GL 3Êx12 J-1 SEE SHEET S-205 FOR PLAN NOTES & LEGENDS COUGHLIN LUNDEEN PORTER A CONSULTING 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 STRUCTURAL AND CIVIL ENGINEERING CORPORATION F: 206/343-5691 P: 206/343-0460 NORTH 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION ZONE KEYPLAN B C C D D D A 1/ 6 / 2 0 1 7 1 1 : 5 6 : 1 9 A M C: \ R e v i t L o c a l \ 2 0 1 6 \ M a d r o n a K - 8 S t r u c t u r a l _ C e n t r a l _ JZ B . r v t MADRONA SCHOOL REPLACEMENT 9300 26TH ST. SW, EDMONDS, WA, 98020 EDMONDS SCHOOL DISTRICT S130282-01 JAW, RJV JZB BUILDING PERMIT 09 JANUARY 2017 ROOF FRAMING PLAN ZONE B S-121B CHRI S TOPH E R SETHD U LAV L 39843 P R O F E S SIONAL E N G I N EER STA T EOF WASH I N G T O N S T R UC T URAL E N G IN EER 01/06/17 1/8" = 1'-0"1 ROOF FRAMING PLAN - ZONE B __" SEISMIC JOINT TYP. AT COVERED WALKWAYS ridge SEE BUILDING TO THE RIGHT FOR TYPICAL FRAMING DETAIL CALL- OUTS, NOTES, & OTHER INFORMATION NOT SHOWN 6 8 10 12 A D B C ST R U T T R U S S (5 . 5 k , 4 . 5 " o c ) GL 5Êx15 ROOF TRUSSES PER PLAN NOTE 3 30 S-603 _________ GL 5Êx15 ST R U T T R U S S ST R U T T R U S S (5 . 5 k , 4 . 5 " o c ) 30 S-603 _________ GL 5Êx22Ð ST R U T T R U S S (5 . 5 k , 4 . 5 " o c ) GL 5Êx22Ð 12 S-603 _________ SHEATHING PER PLAN NOTE 1, U.O.N. WTdodo WTWTdododo HSS 12x6xÍ (D) 17 S-603 _________ METAL ROOF DECK PER PLAN NOTE 6, TYP. AT CANOPIES GIRDER TRUSS GL 5Êx10Ð (D)GIRDER TRUSS TYP. 11'-7 13/16" GIRDER TRUSS TYP.30 S-503 _________ ST R U T T R U S S ST R U T T R U S S 6x 1 2 ( D ) ST R U T T R U S S (7 . 1 k , 4 . 5 " o c ) ST R U T T R U S S 6x 1 2 ( D ) 6x 1 2 ( D ) GIRDER TRUSS 6x 1 2 ( D ) APPROX. STEEL WEIGHT = 10 PSF, TYP. AT CONNECTOR CANOPIES CANOPIES TO RECEIVE MISC. METAL FRAMING ABOVE CANOPY STRUCTURE TO MATCH PROFILE OF BUILDING ROOFS, TYP. 37 ' - 1 1 1 / 2 " 14 ' - 3 " 37 ' - 1 1 1 / 2 " 61'-0" 37 ' - 1 1 1 / 2 " 14 ' - 3 " 37 ' - 1 1 1 / 2 " 90 ' - 2 " 24 S-603 _________ 24 S-603 _________ J - 1 (7 . 1 k , 4 . 5 " o c ) (5 . 5 k , 4 . 5 " o c ) MULTI-PLY TRUSS AT HUNG PARTITION BELOW, TYP. (7 . 1 k , 4 . 5 " o c ) (7 . 1 k , 4 . 5 " o c ) FRAMING PER AT FALL ARREST ANCHORS - SEE ARCH'L FOR LOCATIONS 12/S-604 ST R U T T R U S S (5 . 5 k , 4 . 5 " o c ) GL 5Êx15 ST R U T T R U S S (5 . 5 k , 4 . 5 " o c ) GL 8 Ô x 1 6 ( D ) ST R U T T R U S S ST R U T T R U S S GL 8 Ô x 1 6 ( D ) (7 . 1 k , 4 . 5 " o c ) ST R U T T R U S S ST R U T T R U S S (7 . 1 k , 4 . 5 " o c ) GL 8 Ô x 1 6 ( D ) (7 . 1 k , 4 . 5 " o c ) ROOF TRUSSES PER PLAN NOTE 3 J - 1 ST R U T T R U S S (5 . 5 k , 4 . 5 " o c ) ST R U T T R U S S (5 . 5 k , 4 . 5 " o c ) GL 8 Ô x 1 6 ( D ) (7 . 1 k , 4 . 5 " o c ) GL 5Êx22Ð GL 5Êx22Ð GIRDER TRUSS GIRDER TRUSS GIRDER TRUSS GIRDER TRUSSGL 5Êx10Ð (D) GL 5Êx15 MATCHLINE SEE S-121D M A T C H L I N E S E E S - 1 2 1 B M A T C H L I N E S E E S - 1 2 1 B MATCHLINE SEE S-121D GL 5Êx10Ð (D) GL 5Êx10Ð (D) 30 S-604 _________ SEE SHEET S-205 FOR PLAN NOTES & LEGENDS COUGHLIN LUNDEEN PORTER A CONSULTING 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 STRUCTURAL AND CIVIL ENGINEERING CORPORATION F: 206/343-5691 P: 206/343-0460 NORTH 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION ZONE KEYPLAN B C C D D D A 1/ 6 / 2 0 1 7 1 1 : 5 6 : 1 6 A M C: \ R e v i t L o c a l \ 2 0 1 6 \ M a d r o n a K - 8 S t r u c t u r a l _ C e n t r a l _ JZ B . r v t MADRONA SCHOOL REPLACEMENT 9300 26TH ST. SW, EDMONDS, WA, 98020 EDMONDS SCHOOL DISTRICT S130282-01 JAW, RJV JZB BUILDING PERMIT 09 JANUARY 2017 ROOF FRAMING PLAN ZONE C S-121C CHRI S TOPH E R SETHD U LAV L 39843 P R O F E S SIONAL E N G I N EER STA T EOF WASH I N G T O N S T R UC T URAL E N G IN EER 01/06/17 1/8" = 1'-0"1 ROOF FRAMING PLAN - ZONE C TYP. 12'-0" ridge 3" SEISMIC JOINT, TYP. AT COVERED WALKWAYS SEE BUILDING TO THE RIGHT FOR TYPICAL FRAMING, DETAIL CALL-OUTS, NOTES, & OTHER INFORMATION NOT SHOWN 5 7 119 1413 E F H L J ST R U T T R U S S ST R U T T R U S S ST R U T T R U S S (4 . 2 k , 4 . 5 " o c ) (8 . 9 k , 4 . 5 " o c ) (4 . 7 k , 4 . 5 " o c ) ST R U T T R U S S ST R U T T R U S S ST R U T T R U S S (4 . 2 k , 4 . 5 " o c ) (8 . 9 k , 4 . 5 " o c ) (4 . 7 k , 4 . 5 " o c ) 30 S-603 _________ 12 S-603 _________SHEATHING PER PLAN NOTE 1, U.O.N. 30 S-603 _________ TYP. 12'-0" GL 5Êx19ÐGL 5Êx19Ð GIRDER TRUSS GIRDER TRUSS GIRDER TRUSS 24 S-603 _________ GL 5Êx10Ð (D) GIRDER TRUSS GIRDER TRUSS GIRDER TRUSS 24 S-603 _________ 17 S-603 _________ GL 5Êx15 GL 5Êx15 WT do WT HSS 12x6xÍ (D) WT do do do WT HSS 12x6xÍ (D) TYP.METAL ROOF DECK PER PLAN NOTE 6, TYP. AT CANOPIES 30 S-503 _________ ST R U T T R U S S (5 . 7 k , 4 . 5 " o c ) ST R U T T R U S S (5 . 7 k , 4 . 5 " o c ) ST R U T T R U S S (6 . 4 k , 4 . 5 " o c ) ST R U T T R U S S (6 . 4 k , 4 . 5 " o c ) 6x 1 2 ( D ) 6x 1 2 ( D ) 6x 1 2 ( D ) 6x 1 2 ( D ) ST R U T T R U S S (1 2 . 1 k , 4 . 5 " o c ) ST R U T T R U S S (1 2 . 1 k , 4 . 5 " o c ) do do CANOPIES TO RECEIVE MISC. METAL FRAMING ABOVE CANOPY STRUCTURE TO MATCH PROFILE OF BUILDING ROODS, TYP. APPROX. STEEL WEIGHT = 10 PSF, TYP. AT CONNECTOR CANOPIES 40 ' - 6 " 37 ' - 1 1 " 15 ' - 5 1 / 2 " 37 ' - 1 1 1 / 2 " 13 1 ' - 1 0 " 61'-0" 18 S-603 _________ J - 1 B B B B MULTI-PLY TRUSS AT HUNG PARTITON BELOW, TYP. ST R U T T R U S S ST R U T T R U S S (4 . 2 k , 4 . 5 " o c ) (8 . 9 k , 4 . 5 " o c ) (4 . 7 k , 4 . 5 " o c ) GL 8 Ô x 1 6 ( D ) ST R U T T R U S S ST R U T T R U S S (5 . 7 k , 4 . 5 " o c ) ST R U T T R U S S (6 . 4 k , 4 . 5 " o c ) GL 8 Ô x 1 6 ( D ) ST R U T T R U S S (1 2 . 1 k , 4 . 5 " o c ) ST R U T T R U S S (5 . 7 k , 4 . 5 " o c ) ST R U T T R U S S (6 . 4 k , 4 . 5 " o c ) GL 8 Ô x 1 6 ( D ) ST R U T T R U S S (1 2 . 1 k , 4 . 5 " o c ) J - 1 ST R U T T R U S S ST R U T T R U S S ST R U T T R U S S (8 . 9 k , 4 . 5 " o c ) GL 8 Ô x 1 6 ( D ) GL 5Êx19Ð GIRDER TRUSS GIRDER TRUSS GIRDER TRUSS GL 5Êx15 GL 5Êx19Ð GIRDER TRUSS GIRDER TRUSS GIRDER TRUSS GL 5Êx15 ST R U T T R U S S ST R U T T R U S S (4 . 2 k , 4 . 5 " o c ) (8 . 9 k , 4 . 5 " o c ) (4 . 7 k , 4 . 5 " o c ) GL 8 Ô x 1 6 ( D ) ST R U T T R U S S ST R U T T R U S S (5 . 7 k , 4 . 5 " o c ) ST R U T T R U S S (6 . 4 k , 4 . 5 " o c ) GL 8 Ô x 1 6 ( D ) ST R U T T R U S S (1 2 . 1 k , 4 . 5 " o c ) ST R U T T R U S S (5 . 7 k , 4 . 5 " o c ) ST R U T T R U S S (6 . 4 k , 4 . 5 " o c ) GL 8 Ô x 1 6 ( D ) ST R U T T R U S S (1 2 . 1 k , 4 . 5 " o c ) J - 1 ST R U T T R U S S ST R U T T R U S S ST R U T T R U S S (8 . 9 k , 4 . 5 " o c ) GL 8 Ô x 1 6 ( D ) GL 5Êx19Ð GIRDER TRUSS GIRDER TRUSS GIRDER TRUSS GL 5Êx15 GL 5Êx19Ð GIRDER TRUSS GIRDER TRUSS GIRDER TRUSS GL 5Êx15 FRAMING PER AT FALL ARREST ANCHORS - SEE ARCH'L FOR LOCATIONS 12/S-604 MATCHLINE SEE S-121B MATCHLINE SEE S-121C SEE BUILDING TO THE RIGHT FOR TYPICAL FRAMING, DETAIL CALL-OUTS, NOTES, & OTHER INFORMATION NOT SHOWN MATCHLINE SEE S-121A MATCHLINE SEE S-121A MATCHLINE SEE S-121C (4 . 7 k , 4 . 5 " o c ) (4 . 2 k , 4 . 5 " o c ) (4 . 7 k , 4 . 5 " o c ) (4 . 2 k , 4 . 5 " o c ) GL 5Êx12 (D) GL 5Êx12 (D) GL 5Êx10Ð (D) 30 S-604 _________ SEE SHEET S-205 FOR PLAN NOTES & LEGENDS COUGHLIN LUNDEEN PORTER A CONSULTING 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 STRUCTURAL AND CIVIL ENGINEERING CORPORATION F: 206/343-5691 P: 206/343-0460 NORTH 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION ZONE KEYPLAN B C C D D D A 1/ 6 / 2 0 1 7 1 1 : 5 6 : 2 1 A M C: \ R e v i t L o c a l \ 2 0 1 6 \ M a d r o n a K - 8 S t r u c t u r a l _ C e n t r a l _ JZ B . r v t MADRONA SCHOOL REPLACEMENT 9300 26TH ST. SW, EDMONDS, WA, 98020 EDMONDS SCHOOL DISTRICT S130282-01 JAW, RJV JZB BUILDING PERMIT 09 JANUARY 2017 ROOF FRAMING PLAN ZONE D S-121D CHRI S TOPH E R SETHD U LAV L 39843 P R O F E S SIONAL E N G I N EER STA T EOF WASH I N G T O N S T R UC T URAL E N G IN EER 01/06/17 1/8" = 1'-0"1 ROOF FRAMING PLAN - ZONE D PLAN VIEW CORNER BARS TO MATCH CROSS WALL HORIZ. REINF. (ALT. HOOKS) CORNER BARS TO MATCH HORIZ. REINF. ADDITIONAL VERT. BARS WALL OR FOOTING PER PLAN Wall Corner Bars 1'-0" t 1.5 t MAX. MIN. DEPTH OF DEPRESSION PER ARCH'L SEE ARCH'L FOR LOCATIONS OF DEPRESSED SLABS SLAB-ON-GRADE PER PLAN Slab Step 6" MIN. 1' - 6 " M I N . 5" 2424 CONFIGURATION OF STAIR (INCLUDING TREAD AND RISER DIMENSIONS) PER ARCH'L (2)#4 BOTTOM #4 @ 18"oc E.W. (1)#4 EA. NOSE #4 x @ 18"oc NOTE: Stair On Grade CONTROL JOINTCONSTRUCTION JOINT AT JOINT (CONTINUE REBAR CUT ALTERNATE W.W.M. WIRES PER SPECIFICATIONS CONTROL JOINTS VAPOR BARRIER AND COMPACTED GRANULAR CAPILLARY BREAK MATERIAL SECOND POUR FIRST POUR SLAB-ON-GRADE 1" CLEAR OF JOINT EACH JOINT - STOP ALL REINF. BURKE "KEYED KOLD" PER PLAN PER PLAN SLAB-ON-GRADE SIDE THRU JOINT WHERE OCCURS) W.W.M. OR REBAR PER PLAN PER PLAN AND SPECIFICATIONS VAPOR BARRIER AND COMPACTED GRANULAR CAPILLARY BREAK MATERIAL PER PLAN AND SPECIFICATIONS TOPPING SLAB & INSULATION PER ARCH'L. AT RADIENT FLOOR AREAS. SEE PLAN FOR LOCN'S Slab Joint D D3'-0" MIN. 3' - 0 " M A X . D D WALLS ONLY ADDL. AT CONCRETE (1)#5 DIAGONAL CONCRETE OR CMU WALL ADDL. BARS TO MATCH NORMAL REINFORCING LINE OF EXCAVATION NORMAL FOOTING REINFORCING NORMAL FOOTING REINFORCING Step-on-Grade1'-6"MIN.PLAN VIEW PER PLAN TYPICAL STEEL COLUMN AROUND COLUMN, Ð" ISOLATION JOINT JOINTS PER 6/S-301 CONSTRUCTION/CONTROL INFILL CONC. TO BE CAST AFTER PLACEMENT OF COLUMN (1)#4 CTRD. IN SLAB, TYP. STOP SHORT OF JOINT Control Joint At Steel Column 1'-6" MIN. D O N O T P A S S P I P E S 6" 3' - 0 " 2'-0" MIN.1 1 TH R U T H I S A R E A 3Ð " C L R . M I N . A T C O N C . W A L L S 3' - 0 " MA X . 4" 0" C L R . A T C M U W A L L S EXCAVATION NOT ALLOWED BELOW THIS LINE PIPE SLEEVES AS REQD. - ADJACENT PENETRATIONS SHALL BE SPACED A MIN. OF (4) DIAMETERS ON CENTER UNLESS OTHER- WISE APPROVED BY THE STRUCTURAL ENGINEER CONCRETE OR CMU WALL Pipe Sleeve t t t+2" 2' - 6 " M A X . 18 18 PER PLAN SLAB-ON-GRADE #3 x @ 12"oc (2)#4 CONT. Slab Step 1' - 6 " M I N . 6" 24 PER PLAN SLAB-ON-GRADE (1)#4 CONT. TOP & BOT. #4 x @ 24"oc FINISHED GRADE Thickened Slab Edge 18 #4 @ 18"oc MECH'L UNIT WHERE OCCURS - SEE GENERAL STRUCTURAL NOTE 9 FOR ANCHORAGE #3 x @ 18"oc @ PERIMETER SLAB-ON-GRADE PER PLAN INSTALL PRIOR TO MECH'L PAD EA. WAY EPOXIED TO SLAB - 2Ì" EMBED NOTE: SEE MECH'L & ARCH'L DRAWINGS FOR PAD LOCATIONS. PADS NOT ALLOWED 4" (VERIFY W/ MECH'L/ELECTRICAL) REQUIREMENTS ON ELEVATED FLOOR WITHOUT APPROVAL FROM ENGINEER OF RECORD. Mech'l Housekeeping Pads 1' - 0 " 2'-0" FRT STAIR TREADS AND RISERS PER ARCH'L A35 AT EA. STRINGER SLAB-ON-GRADE PER PLAN THICKENED SLAB PER PLAN - EXTEND 1'-0 BEYOND STRINGERS STAIR STRINGER & STEP P.T. 2x10 SILL PLATES W/ Ò"ø EXP. BOLTS @ 24"oc. BOARD PER 5/S-602 (2)#5 BOT. P.T. 2x6 SILL PLATES W/ Ò"ø EXP. BOLTS @ 36"oc. (EMBED 3") EA. END 8" 18 PER PLAN SLAB-ON-GRADE #3 x @ 12"oc #4 @ 12"oc STEPS PER ARCH'L Ð" EXPANSION JOINT el. per plan el. per plan COUGHLIN LUNDEEN PORTER A CONSULTING 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 STRUCTURAL AND CIVIL ENGINEERING CORPORATION F: 206/343-5691 P: 206/343-0460 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION ZONE KEYPLAN 1/ 6 / 2 0 1 7 1 1 : 5 6 : 0 9 A M C: \ R e v i t L o c a l \ 2 0 1 6 \ M a d r o n a K - 8 S t r u c t u r a l _ C e n t r a l _ JZ B . r v t MADRONA SCHOOL REPLACEMENT 9300 26TH ST. SW, EDMONDS, WA, 98020 EDMONDS SCHOOL DISTRICT S130282-01 JAW, RJV JZB BUILDING PERMIT 09 JANUARY 2017 TYPICAL CONCRETE DETAILS S-30130 1 2 3 4 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 28 30 18 3006 4 3005 3 3002 6 3001 23 3013 24 3012 30 3010 11 3008 12 3004 27 17 3306 CHRIST OPHER SET H DU L A V L 39843 P R O F E S SIONAL E N G I N EER STA TE O F WASHIN G T O N S T R U CT URA L E N GI N EER 01/06/17 16 3603 10 3612 W L 3_4" S H I M & G R O U T L W 1 1_ 2" TYP. 1 1_ 2" TYP. 3" W L/2 W 11_2" TY P . 3"L/ 2 5_ 8" TYPE I TYPE II TYPE II AT CORNERS TYPE ICOLUMN SIZE THICKNESSWL TYPE II WL Ð" 9" BOLT EMBED FO R F U L L B E A R I N G Ì HSS 3x3 9" 6" 15" 5" STEEL COLUMN PER PLAN T.O. CONCRETE WALL OR FOOTING PER PLAN (4)Ô"ø ANCHOR BOLTS (CONFIGURATION VARIES) NOTES: 1. 2. TRUNCATE BASE . AT WALL ENDS / OPENINGS WHERE OCCURS - SEE NOTE 2 DOUBLE NUT OR HEADED ANCHOR BOLT INSTALL OFFSET BASE . AT WALL ENDS AND CORNER BASE . AT WALL CORNERS WHERE REQUIRED. WHERE OFFSET TYPE II BASE . IS REQUIRED, TRUNCATE (1) SIDE AND INSTALL (2) BOLT CONNECTION AT OPPOSITE SIDE AS SHOWN. Ð"HSS 4x4 12" 7" 16" 5" Ð"HSS 5x5, 12" 7" 17" 5" Ô"HSS 6x6 12" 7" 18" 7" Ô"HSS8x8, 14" 9" 20" 9" 8"ø STD. PIPE 5"ø STD. PIPE FOOTING SIZE PER SCHEDULE DE P T H P E R & FOOTING PER 24/S-301 STEEL COLUMN BASE .ISOLATION JOINT SLAB-ON-GRADE PER PLAN SC H E D U L E 5 COLUMN PER PLAN T.O. FOOTING EL. PER PLAN PER 6/S-302 REINF. PER SCHEDULE (TYPE I) OF 1 0 / S - 3 0 2 OF 10/S-302 OF 10/S-302 1'-6" NOTES (PER 30/S-606 AT GENERAL STRUCTURAL (2)#4 CONT. TOP & BOT. ANCHOR BOLTS PER AS REQD. PER 30/S-606 ) STUD WALL PER PLAN 2x P.T. PLATE (3x P.T. PLATE SHEAR WALLS) EMBED 3"AT SHEAR WALLS SHEATHING PER 30/S-606 MIN. BELOW BOT. OF SLAB SHEAR WALLS, U.O.N.) 1'-0" TYP. (1'-4" AT SPREAD FTG. PER PLAN WHERE OCCURS SEE 11/S-302 1'- 6 " 8" 6" EQ. 6" (8" AT SIM.) EQ. 7" 1'-6" NOTES (PER 30/S-606 AT SHEAR WALLS) (2)#4 CONT. BOT. MIN . STUD WALL PER PLAN 2x P.T. PLATE (3x (ALT. HOOKS) PER PLAN SLAB-ON-GRADE GENERAL STRUCTURAL ANCHOR BOLTS PER #4 VERT. @ 18"oc #4 @ 12"oc HORIZ. (2)#4 CONT. TOP P.T. PLATE AS REQD. PER 30/S-606 ) SHEATHING PER 30/S-606 AT SHEAR WALLS FTG. DRAIN PER CIVIL WHERE OCCURS Ð" EXPANSION JOINT - CONTINUE THRU SPREAD FTG. WHERE OCCURS 10/S-302 WHERE OCCURS SPREAD FTG. PER FOR CALL-OUTS IN COMMON SEE DETAIL 6" 6" 2" (6") 30/S-302 MASONRY VENEER PER ARCH'L PER 10/S-601 VENEER ANCHORS FOR CALL-OUTS IN COMMON SEE DETAIL PER ARCH'L 30/S-302 WINDOW SYSTEM PER ARCH'L FOR CALL-OUTS IN COMMON SEE DETAIL 18/S-302 FOR CALL-OUTS IN COMMON SEE DETAIL 6" 15/S-302 HOLDOWN PER 6/S-606 THREADED ROD PER 5/S-606 SPREAD FTG. PER PLAN WHERE OCCURS - SEE 11/S-302 FOR CALL-OUTS IN COMMON SEE DETAIL 2'- 4 " 2'-0" 11_2" CL R . 18/S-302 (4)#4 LONG. CONT. TOP 4x @ 12"oc (2)#4 CONT. BOT. NOTE: SEE 14/S-302 WHERE HOLDOWN OCCURS ON PLAN FOR CALL-OUTS IN COMMON SEE DETAIL 3" TYP. 21_2" FOOTING SIZE PER SCHEDULE 12/S-302 SCHEDULE OF REINF. PER PER PLAN SLAB-ON-GRADE 10/S-302 10/S-302 DEPTH PER SCHEDULE OF 10/S-302 (1'-4" MIN. WHERE HOLDOWN PER 5/S-606 OR 10/S-606 OCCURS) FOR CALL-OUTS IN COMMON SEE DETAIL PER PLAN 24/S-302 & 12/S-302 STEEL COL. PER PLAN BLOCK OUT STEM WALL 5 COL. AS REQ'D TO INSTALL COLUMN FTG. PER 24/S-302 BEYOND - REINF. CONT. THRU SPREAD FTG. SPREAD FTG. PER 12/S-302 CENTERED BELOW COLUMN FOR CALL-OUTS IN COMMON SEE DETAIL 2'-0" 18/S-302 RATED WALL FINISHES PER ARCH'L SEE 30/S-605 FOR SEISMIC JOINT REQUIREMENTS A B C MARK SIZE REINFORCING 3'-0" x 3'-0" x 12"(4)#5 E.W. BOTTOM 4'-0" x 4'-0" x 14"(5)#5 E.W. BOTTOM 5'-0" x 5'-0" x 16"(7)#5 E.W. BOTTOM FOR CALL-OUTS IN COMMON SEE DETAIL 28/S-302 WINDOW SYSTEM PER ARCH'L FOR CALL-OUTS IN COMMON SEE DETAIL 1'-6" 8"EQ.EQ. 30/S-302 el. per plan el. varies per arch'l 6'- 0 " M A X . 91_4" 8"EQ.EQ. 3'-0" 2'- 0 " M I N . NOM. #5 @ 32"oc VERT. (2)#5 @ 48"oc HORIZ. #4 @ 48"oc TOP (3)#4 CONT. BOT. #5 DOWELS @ 16"oc (ALT. HOOKS) FINISH GRACE PER CIVIL/LANDSCAPE MASONRY WALL PER PLAN Can Washing CMU Wall 6" 11_2" CL R . 3" CL R . PER PLAN FTG. & REINF. GAGE IN 1Ë"ø PER PLAN 2" TYP. Í STEEL COL. PER PLAN Ô" NON-SHRINKBASE . 1"x10" W/ (4)1"ø ANCHOR RODS AT 6" HOLES W/ . GROUT DOUBLE HEAVY HEX NUT AT EMBEDDED END el. per plan COAT STEEL BELOW GRADE W/ BELOW-GRADE WATERPROOFING PER SPECS. WASHERS Î"x2"x2" WELDED TO . W/ Ì" FILLET ALL AROUND COUGHLIN LUNDEEN PORTER A CONSULTING 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 STRUCTURAL AND CIVIL ENGINEERING CORPORATION F: 206/343-5691 P: 206/343-0460 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION ZONE KEYPLAN 1/ 6 / 2 0 1 7 1 1 : 5 6 : 2 2 A M C: \ R e v i t L o c a l \ 2 0 1 6 \ M a d r o n a K - 8 S t r u c t u r a l _ C e n t r a l _ JZ B . r v t MADRONA SCHOOL REPLACEMENT 9300 26TH ST. SW, EDMONDS, WA, 98020 EDMONDS SCHOOL DISTRICT S130282-01 JAW, RJV JZB BUILDING PERMIT 09 JANUARY 2017 FOUNDATION DETAILS S-30230 4 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 6 3305 12 3304 18 3300 1 2 3 CHRI S TOPH E R SETHD U LAV L 39843 P R O F E S SIONAL E N G I N EER STA T EOF WASH I N G T O N S T R UC T URAL E N G IN EER 01/06/17 30 3301 29 3602 24 3604 17 6309 14 3608 15 3607 11 3606 23 3605 16 3601 10 3303 27 3611 28 3610 3 3609 4 3307 1 1_2" 1 1_2" MEMBER EACH SIDE WHERE OCCURS STEEL COLUMN PER PLAN TWO ADJACENT SIDES OF COL. REQ'D WHERE HSS OCCURS ON OFFSET BOLTS VERTICALLY AS NOTE: OR WHERE BEAM CONN. PER 30/S-501 OCCURS ON OPP. SIDE CAP $ Ì" AT TOP OF COLUMNS for erection adjustment Ë Ë bolt holes are used alt. conn. if oversized or if bolts conflict w/ window placement $ Ì"x HSS WIDTH W/ (4) Ô"ø A307 BOLTS @ 3"oc ( (2) BOLTS AT D COL. FOR Ú 5" MEMBERS) HSS to HSS Column "L" "L" "L""L"SECTION SECTION SECTION BEAM SAME DEPTH BEAM DEPTHS VARY SECTION BEAM SIZE TOP FLANGE $'s "L" WELD SIZEBOT. NOTE: NO WELDING TO SUPPORTING BEAM FLANGE CONN. PER 18/S-501 SUPPORTING BEAM PER PLAN FLANGE $ TOP & BOT. PER SCHED. size per sched. use 1" return sched. size per use 1" return size per sched. PLAN PER SCHED. TOP & BOT. FLANGE $ BEAM PER SUPPORTING PER 18/S-501 CONN. BEAM FLANGE SUPPORTING NO WELDING TO NOTE: BEAM PER PLAN & SCHED.& SCHED. BEAM PER PLAN size per sched. HOLE FOR FLANGE $ W/ MIN. Ê" CLEARANCE ON ALL SIDES W8, W10 W12 W14 W16 W18 Beam to Beam Moment Connection "D " D/ 3 D/ 4 4" M I N . 2/3 D5" 5"4" MIN. 2. 1. typ. & ea. side top & bot. Ë EDGE OF OPENING SHALL BE A MINIMUM OF 16" CLEAR FROM EDGE BEAM PENETRATION DETAIL - SEE 3/S-501 . PENETRATIONS SHALL MEET CRITERIA NOTES 1, 3, 4, 5, AND 7 OF TYPICAL OF BEAM CONNECTION $ AT EACH END. DOUBLER $ Î" ONE SIDE, U.O.N. Ë 3-6 NOTES: MAX. MI N . M A X . 1" RADIUS CORNERS HOLES MAX. D/3 ø Ë ea. corner 2 1 Typical Beam Penetrations D/ 4 M I N . D/ 4 M I N . "D " 12" MI N. D/ 3 2/3 D MAX. SEE 1/S-501 FOR OPENINGS OUTSIDE THIS AREA. LARGER OPENING SIZE, EDGE TO EDGE. D/3 ø HOLES MAX. 1" RADIUS CORNERS CONTRACTOR SHALL COORDINATE SIZES AND LOCATIONS OF ALL BEAM PENETRATIONS WITH MECHANICAL DRAWINGS. ALL PENETRATIONS LARGER THAN 2"ø SHALL BE SHOWN ON SHOP DRAWINGS OR SKETCHES AND SHALL PERMITTED WITHOUT APPROVAL. OPENINGS MAY OCCUR IN MIDDLE HALF OF BEAM LENGTH ONLY. NO CUTTING SHALL OCCUR IN TOP OR BOTTOM QUARTER OF BEAM DEPTH. ADJACENT OPENINGS SHALL BE SPACED AT THE LESSER OF 12" OR 2.5x MAXIMUM SIZES OF OPENINGS SHALL BE D/3 ø OR D/3 x 2/3 D. NO OPENINGS SHALL OCCUR WITHIN 12" OF AN ADJACENT BEAM CONNECTION. REQUIRED OPENINGS NOT MEETING ABOVE CRITERIA SHALL BE SUBMITTED TO ENGINEER FOR REINFORCING DESIGN. 1. 2. 3. 5. 6. 7. BE SUBMITTED TO THE ENGINEER FOR APPROVAL. FIELD CUTTING NOT 4. or 2.5 x HOLE SI ZE MA X . NOTES: Typical Beam Penetrations 1" T O P & B O T . 1" TY P . 1" TYP. 8" MAX. PLAN VIEW PLAN VIEW PLAN VIEW PLAN VIEW TYPICAL WHERE HIGH LOAD CONN'S OCCUR ON OPPOSITE SIDES OF AN HSS OR PIPE COL. EA. SIDE STRUT BEAM PER PLAN, OF COLUMNS, U.O.N. $ PER PLAN VIEW BEAM PER PLAN PER 6/S-501 , U.O.N. $ SIZE & BOLTING STEEL COLUMN at standard conns. per 6/S-501 PER PLAN STEEL COLUMN SCHEDULE OF 12/S-501 PER HIGH LOAD CONN. KERF $ SIZE & BOLTING CAP $ Ì" AT TOP PER PLAN HIGH LOAD CONN. PER 12/S-501 WHERE INDICATED ON PLAN OR DETAILS (SEE DETAIL AT LEFT WHERE HIGH LOAD CONNS. OCCUR ON OPPOSITE SIDES OF COL.) $ Ð" AT HIGH LOAD CONNECTIONS (OMIT WHERE HSS NOMINAL WALL THICKNESS EXCEEDS Î") CONN. PER 6/S-501 WHERE OCCURS per 12/S-501 STEEL COLUMN PER PLAN OR BF ELEV. KERF $ CONN. PER SECTION (PER BF CONN. DETAIL WHERE OCCURS) SHEAR $ PER 12/S-501 $ 1Ð" (GR. 50) - EXTEND 1" ABOVE & BELOW SHEAR $ *THIS PLAN VIEW ONLY APPLIES WHERE HIGH LOAD CONN. OCCURS ON ALL (4) SIDES OF COLUMN, OR WHERE HIGH LOAD CONN. OCCURS ON OPP. SIDES OF COLUMN, BUT CANNOT BE KERFED DUE TO PERPENDICULAR KERF $ CONN. * per 12/S-501 per 12/S-501 Beam to HSS Column 11_ 2" TYP. SECTION BEARING $ Ð" STEEL COLUMN PER PLAN (4) BOLTS AT BEAM GAGE D BEAM & COL. SECTION Ì (Ò"ø MIN.) HSS Column Bearing on WF Beam 11_ 2"1" TYPICAL AT W8 & W10 BEAMS Í $ Î"x3Ð"x0'-7" W/ (2)Ô"ø BOLTS @ 3"oc PER PLAN W8 or W10 BEAM PER 6/S-501 (PER 12/S-501 WHERE HIGH LOAD CONNS. OR DETAILS) INDICATED PER PLAN $ SIZE & BOLTING BEAM PER PLAN high load conns.) (per 12/S-501 at per 6/S-501 Beam-Beam Offset Height Connection INDICATED PER PLAN OR DETAILS) WHERE HIGH LOAD CONNS. PER 6/S-501 (PER 12/S-501 $ SIZE & BOLTING BEAM PER PLAN BEAM PER PLAN BEAM BOTH SIDES WHERE OCCURS high load conns.) (per 12/S-501 at per 6/S-501 Beam to Beam Connection 1Ð" 1'-0" U.O.N. PER PLAN 3" MAX. STIFF. $'s PER 10/S-501 STEEL COLUMN Ì BEARING $ Ð" BEAM PER PLAN, TYP. TYP. PER PLAN load conns.) (Ï at high per 6/S-501 BEAM SIZE (PER 12/S-501 BASED UPON SMALLER BEAM GAGE (4) BOLTS @ PER DETAIL 6/S-501 $ SIZE & BOLTING OR DETAILS) INDICATED PER PLAN WHERE HIGH LOAD CONNS. 6" AT HIGH LOAD CONNS. 3Ð" AT STANDARD CONNS. SEE 10/S-501 AT INCOMING BEAMS (Ò"ø MIN.) Cantilevered Beam over HSS Connection 1_ 2" MAX. 3" AT I N C O M I N G B E A M S SE E S E C T I O N 1 O R 2 WHERE BEAM CONTINUOUSWHERE BEAM STOPS SECTION 1 AT INCOMING BEAMS W/ STANDARD CONNECTIONS SECTION 2 AT INCOMING (4) BOLTS @ BEAM GAGE BEARING $ Ð" STEEL COLUMN PER PLAN (2) BOLTS @ BEAM GAGE 1Ð"1Ð" TYP. Ì" IS W14 OR DEEPER WHERE SUPPORTED BEAM STIFF. $ Ì"x3" EA. SIDE k + Ð " W14 OR DEEPER TYP. STIFF $ AT SIDES WHERE NO INCOMING BEAM OCCURS INCOMING BEAM PER PLAN CONN. PER 6/S-501 EXCEPT EXTEND DOWN AS SHOWN (USE TYP. CONN. PER 6/S-501 WHERE SUPPORTING BEAM IS W12 OR SHALLOWER, U.O.N.) per 6/S-501 W14 OR DEEPER $ THICKNESS & BOLTING PER 12/S-501 (USE TYP. CONN. PER 12/S-501 WHERE SUPPORTING BEAM IS W12 OR SHALLOWER, U.O.N.) PER 12/S-501 TYP. STIFF $ AT SIDES WHERE NO INCOMING BEAM OCCURS 12/S-501 per u.o.n.Ë Ì (Ò"ø MIN.)(Ò"ø MIN.) Beam Bearing on Column (HSS) 11_ 2" 3" 11_ 2" 1 1_4" 1 1_4" 3" MAX. BEAM SIZE HIGH LOAD CONNECTION BEAM PER PLAN $ PER SCHEDULE (GR.50) MEMBER FACE OF SUPPORTING @ 3"oc SLIP CRITICAL BOLTS NOTES: 1. HIGH LOAD CONNECTION REQUIRED ONLY WHERE SPECIFICALLY NOTED ON PLAN (SEE LEGEND ON PLAN SHEETS) OR DETAILS. 2. PER SCHEDULE IN STD. ROUND HOLES PROVIDE MINIMUM OF CLASS A FAYING SURFACE ON $ & BEAM WEB FOR INSTALLATION OF SLIP CRITICAL BOLTS. Í"Ð"14Ô"øW30, W33 NO. OF BOLTS U.O.N. 8 10 12 6 4 W24, W27 W18, W21 W16 W12, W14 W8, W10 Ô"ø Ô"ø Ô"ø Ô"ø Ô"ø (GR.50) Ð" Ð" Ð" Ð" Ð" Í" Í" Í" Í" Í" SIZE WELD (A325N-SC) BOLT SIZE see .5004 for size per schedule skewed connections 189k 28k 50k 81k MAX. CAPACITY 151k 114k (LRFD)THICKNESS PLATE High Load Connection Schedule BEAM SIZE STANDARD BEAM CONNECTION SCHEDULE CAPACITIES Ë"Ì"7Ô"øW30, W33 NO. OF BOLTS U.O.N. PER PLAN BEAM SIZE SCHEDULE AND BOLTS PER SHEAR PLATE SIZE MEMBER FACE OF SUPPORTING 3" MAX @ 3"oc STD. ROUND HOLES 4 5 6 3 2 W24, W27 W18, W21 W16 W12, W14, WT12, C12 WT7 THRU WT10.5 W8, W10, C8, C10 Ô"ø Ô"ø Ô"ø Ô"ø Ô"ø PLATE THICKNESS Ì" Ì" Ì" Ì" Ì" Ë" Ë" Ë" Ë" Ë" size per schedule - see .5004 for skewed connections (A325N) BOLT SIZE 1Ì" 1Ì" 1Ð" 89k 24k 38k 52k 77k 65k 69k 17k 28k 39k 59k 49k IN PLATE, U.O.N. NOTES: 1. SEE 12/S-501 FOR HIGH LOAD CONNECTIONS WHERE SPECIFICALLY NOTED ON PLAN (SEE LEGEND ON PLAN SHEETS) OR DETAILS. MAXIMUM CAPACITIES ARE BASED ON AISC TABLES. REDUCED CAPACITIES ARE BASED ON EITHER BLOCK SHEAR/SHEAR RUPTURE OF COPED BEAMS OR CONNECTIONS TO WEAK AXIS OF COLUMNS. REDUCED CAPACITIES DO NOT ACCOUNT FOR FLEXURE OF LARGE BEAM COPES, 2. (SEE NOTE 2) WHICH MUST BE CHECKED SEPERATELY. SIZE WELD MAXIMUM (LRFD) REDUCED (LRFD) Shear Plate Connection Schedule COUGHLIN LUNDEEN PORTER A CONSULTING 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 STRUCTURAL AND CIVIL ENGINEERING CORPORATION F: 206/343-5691 P: 206/343-0460 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION ZONE KEYPLAN 1/ 6 / 2 0 1 7 1 1 : 5 6 : 2 2 A M C: \ R e v i t L o c a l \ 2 0 1 6 \ M a d r o n a K - 8 S t r u c t u r a l _ C e n t r a l _ JZ B . r v t MADRONA SCHOOL REPLACEMENT 9300 26TH ST. SW, EDMONDS, WA, 98020 EDMONDS SCHOOL DISTRICT S130282-01 JAW, RJV JZB BUILDING PERMIT 09 JANUARY 2017 TYPICAL STEEL DETAILS S-50130 1 3 4 6 7 8 10 12 13 14 15 16 17 18 19 20 21 22 27 28 3028 5028 27 5025 1 5022 3 5021 30 5018 16 5016 17 5013 18 5012 8 5010 10 5009 12 5001 6 5000 CHRIST OPHER SET H DU L A V L 39843 P R O F E S SIONAL E N G I N EER STA TE O F WASHIN G T O N S T R U CT URA L E N GI N EER 01/06/17 1_ 2" 4" 6" 1_ 2" 6 1_2" 3 " 3 " K JOISTSLH JOISTS BOLTING PER GENERAL STRUCTURAL NOTES CAP PER 30/S-501 U.O.N. WT 5x11 x 0'-4Ð" STEEL COL. PER PLAN K JOIST PER PLAN (SLOPE VARIES) STABILIZER Ð"x6"x0'-7" W/ Õ"ø HOLE FOR GUYING CABLE Ë BOLTING PER GENERAL STRUCTURAL NOTES WT 7x19 x 0'-6Ð" Ì LH JOIST PER PLAN (SLOPE VARIES) REMOVE AFTER DECKING & BRIDGING IS INSTALLED WHERE REQD. TO STAY WITHIN ARCH'L FINISHES 4" MI N . K JOISTSLH & DLH JOISTS el. per plan Ê bolting where JOIST EXTENSION WHERE OCCURS DESIGNED FOR UNIFORM LOADS ON PLAN, U.O.N. BEAM PER PLAN reqd. per general structural notes T.O. STL. ELEV. PER PLAN K JOIST PER PLAN (SLOPE VARIES) el. per plan 6Ð " MI N . Ì bolting where reqd. per general structural notes T.O. STL. ELEV. PER PLAN LH JOIST PER PLAN (SLOPE VARIES) NOTES: INSTALL BENT BETWEEN JOISTS WHERE REQUIRED PER 11/S-502 . 1. JOIST EXTENSION WHERE OCCURS DESIGNED FOR UNIFORM LOADS ON PLAN, U.O.N. NOTES: INSTALL BENT BETWEEN JOISTS WHERE REQUIRED PER 11/S-502 . 1. 2 @LH 24 @DLH 5" PLAN VIEW SECTION EACH SIDE Ù 4x3xÌ (LLV) EACH SIDE typ. ËË JO I S T JO I S T MA X . 36 " 4 8 " Ù 3x3xÌ Ù 5x3xÌ Ù 5x3xÌ Ù 5x3xÌ Ù 5x3xÌ LARGER OPENINGS MUST BE COORDINATED W/ ARCHITECT & ENGINEER. NO REINF. REQUIRED FOR SINGLE OPENINGS 6" DIAMETER or 6" SQR. or LESS. WELD DECK TO ANGLES W/ Ð"ø PUDDLE WELDS @ 6"oc ALL AROUND OPNG. NOTES: 1. 2. 3. MA X . DECK SPAN DIRECTION 13_ 4" MIN. 1 1_2" TYPE = ASC DGB-36 OR VERCO PLB-36, G60 GALVANIZED W/ FOLLOWING MIN. PROPERTIES: 4 3 4 3 PUDDLE WELD LOCATIONS ALLOWABLE SHEAR CAPACITY REQUIRED = ___ plf Fy = 38ksi, PANEL WIDTH = 36" INFORMATION TO ENGINEER PRIOR TO BEGINNING SHOP DRAWINGS. RESEARCH REPORT ALLOWABLE SHEAR LOADS. SUBMIT DECK DECK MUST STRICTLY MEET CRITERIA LISTED, INCLUDING ICC-ES CONNECT DECK SEAMS @ __"oc WITH THE PUNCHLOK SYSTEM FOR VERCO REINFORCE DECK OPENINGS PER 12/S-502 , U.O.N. DECK OPENINGS MAY 4. 5. 6. NOT BE SHOWN ON PLAN - SEE ARCH'L & MECH'L FOR ADDITIONAL INFO. DECK OR THE DELTAGRIP SYSTEM FOR ASC DECK, U.O.N. PER PLAN. 7. SEE DRAWINGS FOR LOCATIONS WHERE ACOUSTIC DECK IS REQUIRED (PERFORATED AT WEBS & FLUTES). SEE SPECIFICATIONS FOR ACOUSTIC REQUIREMENTS. USE GAGE OF DECK PER SPAN TABLE AT LEFT, U.O.N. PER PLAN.1. SINGLE SPAN CONDITIONS DOUBLE OR TRIPLE SPAN CONDITIONS 20GA. 7'-0" 9'-0" 18GA. 8'-0" 10'-0" 20GA. I = 0.216 in. S = +0.235/-0.241 in. 18GA. I = 0.302 in. S = +0.321/-0.335 in. DECK ATTACHMENTS AT SUPPORTS PARALLEL TO DECK FLUTES: 2. 3. DECK ATTACHMENTS AT SUPPORTS PERPENDICULAR TO DECK FLUTES: (7)Ð"ø EFFECTIVE PUDDLE WELDS PER SHEET AT TYPICAL SUPPORTS. (2) ROWS OF (7)Ð"ø EFFECTIVE PUDDLE WELDS AT INTERIOR STRUTS, BRACED FRAME BEAMS, AND WALLS (WHERE DECK OCCURS BOTH SIDES OF SUPPORT, EXCLUDING OVERHANGS AND CHANGES IN DECK ORIENTATION). Ð"ø EFFECTIVE PUDDLE WELDS AT _"oc AT TYPICAL SUPPORTS. Ð"ø EFFECTIVE PUDDLE WELDS AT _"oc AT INTERIOR STRUTS, BRACED FRAME BEAMS, AND WALLS (WHERE DECK OCCURS BOTH SIDES OF SUPPORT, EXCLUDING OVERHANGS AND CHANGES IN DECK ORIENTATION). Ð" 3" 4" 4" 6Ð" 1Ð" BEARING Ô" x KERF Ì" W/ (2) Ô"ø BOLTS Ì STEEL COLUMN PER PLAN BEAM PER PLAN BM. WIDTH (COPE TYP. BEAM EA. SIDE CAP Ì" WHERE WHERE TOP OF COL. OCCURS WHERE OCCURS DAP BEAM AT WINDOW HEADS TO MATCH F.O. COL. AT PIPES) - COUNTERSINK MAX. VERTICALLY, TYP. AS SHOWN. CHANNEL @ 4'-0"oc 150U50-54 BRIDGING BRIDGE CLIP, TYP. Ù 16GA.x1Ð"x1Ð" ï16GA. BRIDGING SHALL BE EITHER WELDED OR SCREWED BY AXIAL LOADING. BOTH ROTATION AND MINOR AXIS BENDING CAUSED CAUSED BY WIND LOADING, AND RESISTANCE TO BRIDGING PROVIDES RESISTANCE TO ROTATION BEFORE SHEATHING IS ATTACHED TO BOTH FLANGES. BRIDGING IS REQUIRED FOR LOADINGS APPLIED (4)#8 SCREWS NOTES: 1. 2. CONTRACTOR SHALL VERIFY PRIOR TO JOIST FABRICATION CONTRACTOR SHALL VERIFY PRIOR TO JOIST FABRICATION JOISTS PARALLEL CONDITION JOISTS PERPENDICULAR CONDITION JOISTS PER PLAN ADDL. WEB MEMBER AT SUPPORT LOCATIONS BY JOIST MFR. FOLDING BACKSTOP; SEE ARCH'L. & STRUCT. PLANS PIPE SUPPORTS AND THEIR ATTACHMENT TO JOISTS BY ADD'L WEB MEMBER AT SUPPORT LOCATIONS BY JOIST MFR. GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE PIPE SUPPORT CONFIGURATION, LOADS AND DETAILS BETWEEN BACKSTOP MANUFACTURER AND JOIST FABRICATOR PRIOR TO JOIST FABRICATION. FOR BIDDING PURPOSES, JOIST MFR. TO ASSUME BASKETBALL HOOP ASSEMBLY WEIGHTS 4000# EACH. 2. 1. NOTES: BACKSTOP MFR. JOISTS PER PLAN ADDL. MEMBER AT SUPPORT LOCATIONS BY JOIST MFR. FOLDING BACKSTOP; SEE ARCH'L. & STRUCT. PLANS PIPE SUPPORTS AND THEIR ATTACHMENT TO JOISTS BY ADDL. MEMBER AT SUPPORT LOCATIONS BY JOIST MFR. BACKSTOP MFR. 4 AS REQD. 3-12Ë SHOWN FOR JOIST SUPPORT. FILLER ALSO REQUIRED WHERE DECK DENOTED "STRUT" PER PLAN AND ONLY FOR THOSE HELD DOWN AS FILLER REQUIRED FOR BRACED FRAME BEAMS AND MEMBERS NOTE: attach per deck notes BENT Ì"x HOLD 1" CLEAR OF JOISTS AT EACH END WHERE OCCURS, TYP. ROOF DECK PER PLAN - ORIENTATION VARIES BEAM PER PLAN ORIENTATION CHANGES OR WHERE SPECIFIED ON DETAILS. ORIENT TO REMAIN WITHIN ARCH'L FINISHES WHERE CONCEALED COUGHLIN LUNDEEN PORTER A CONSULTING 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 STRUCTURAL AND CIVIL ENGINEERING CORPORATION F: 206/343-5691 P: 206/343-0460 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION ZONE KEYPLAN 1/ 6 / 2 0 1 7 1 1 : 5 6 : 2 3 A M C: \ R e v i t L o c a l \ 2 0 1 6 \ M a d r o n a K - 8 S t r u c t u r a l _ C e n t r a l _ JZ B . r v t MADRONA SCHOOL REPLACEMENT 9300 26TH ST. SW, EDMONDS, WA, 98020 EDMONDS SCHOOL DISTRICT S130282-01 JAW, RJV JZB BUILDING PERMIT 09 JANUARY 2017 STEEL & METAL DECK DETAILS S-50230 6 10 11 12 13 14 17 18 19 20 24 25 26 28 30 24 5303 30 5302 12 5301 6 5300 18 5305 CHRIST OPHER SET H DU L A V L 39843 P R O F E S SIONAL E N G I N EER STA TE O F WASHIN G T O N S T R U CT URA L E N GI N EER 01/06/17 28 5310 10 5306 11 5304 15 16 21 22 1'-9"2'-9" 1' - 0 " 6" SECTION SECTION WT PER PLAN (TAPER WT PER ARCH'L) ROOF DECK PER PLAN HSS POST PER PLAN W/ CAP Î" SIDEWALK PER Ò"ø ERECTION BOLT typ. at ea. wt Ð"x5" W/ (2)Ò"ø ERECTION 1Ì" HSS EA. SIDE WHERE OCCURS BOLTS @ 2Ð"oc GL PER ARCH'L NOTCHED AROUND HSS BEAM - DAP AS REQD. AT TOP & BOT. TO CONCEAL STEEL CONN'S HSS BEAM PER PLAN to col typ. Ð"x5"x6" W/ Î Í #4 @ 6"oc E.W. BOT. FTG. WIDTH = 3'-0" Ò"ø ERECTION BOLT Í Í ARCH'L./CIVIL WHERE OCCURS BASE PER 6/S-302 (TYPE I) 4" 10 " M I N . el. varies A HSSROOF DECK PER PLAN BEAM PER PLAN Ô" GAP FOR DEFLECTION OF STRUCTURE (2) ROWS OF DRIVE PINS @ 32"oc STAGGERED CONT. 16 GA. TRACK W/ 2" MIN. LEGS CONT. 16 GA. BOT. TRACK W/ 1" MIN. LEGS #8 SCREW EA. SIDE - NO CONN. AT TOP OF STUD TO TRACKBEAM PER PLAN @ 16"oc 6005162-43 STUDS el. per plan BRIDGING PER 30/S-503 W.P. W.P. A BEAM KERF Î" x 1'-0" x 1'-0" COL. PER PLAN A COL. EA. END Ì Ì 4 CONN. PER 30/S-501 FILLER Ù PER 11/S-502 A BEAM BEAM PER PLAN Ì HSS 5x5xÌ A BRACE A COL. el. per plan 1_2" BEAM PER PLAN, TYP. COL. PER PLAN COPE BEAM TO FIT TIGHT AROUND COL. Ì demand critical CAP Ì" A COL. el. per plan COUGHLIN LUNDEEN PORTER A CONSULTING 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 STRUCTURAL AND CIVIL ENGINEERING CORPORATION F: 206/343-5691 P: 206/343-0460 NORTH 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION ZONE KEYPLAN 1/ 6 / 2 0 1 7 1 1 : 5 6 : 3 1 A M C: \ R e v i t L o c a l \ 2 0 1 6 \ M a d r o n a K - 8 S t r u c t u r a l _ C e n t r a l _ JZ B . r v t MADRONA SCHOOL REPLACEMENT 9300 26TH ST. SW, EDMONDS, WA, 98020 EDMONDS SCHOOL DISTRICT S130282-01 Checker Author BUILDING PERMIT 09 JANUARY 2017 MISC. STEEL DETAILS S-50330 9 13 15 19 25 27 30 1 2 3 7 8 10 11 12 14 16 20 21 22 26 28 30 5600 10 5309 11 5308 12 5307 CHRIST OPHER SET H DU L A V L 39843 P R O F E S SIONAL E N G I N EER STA TE O F WASHIN G T O N S T R U CT URA L E N GI N EER 01/06/17 DOUBLE STUDS SINGLE STUD HOLES ALLOWED THROUGH STUDS 2x6 STUDS2x4 STUDS 2x8 STUDS (NO MORE THAN TWO SUCCESSIVE STUDS MAY BE BORED) (3x6 SIMILAR)(3x4 SIMILAR) SCALE: 1Ð"=1'-0" (NO REINFORCING REQUIRED) (3x8 SIMILAR) 1Ð"ø MAX. HOLE Ô" MIN. EA. SIDE 2Ì"ø MAX. HOLE 1Ð" MIN. EA. SIDE 3"ø MAX. HOLE 2" MIN. EA. SIDE 2Ê"ø MAX. HOLE Ò" MIN. EA. SIDE 3Ì"ø MAX. HOLE 1" MIN. EA. SIDE 4Ð"ø MAX. HOLE 1Ì" MIN. EA. SIDE 11_ 4" MAX. 6" MA X . 3_ 4" MAX. 8" MA X . ALLOWABLE NOTCHES IN STUDS 2x6 STUDS2x4 STUDS (3x4 SIMILAR) (3x6 SIMILAR) NOTE: NOTCHES SHALL NOT OCCUR IN MORE THAN (2) SUCCESSIVE STUDS. SCALE: 1Ð"=1'-0" 1" MIN. EA. SIDE Ô" MIN. EA. SIDE 1Ð"ø MAX. HOLE 2Ê"ø MAX. HOLE 3Ì"ø MAX. HOLE 1Ð" MIN. EA. SIDE 2Ì"ø MAX. HOLE 5_ 8" MIN. EA. SIDE NO REINFORCING REQUIRED STRAP REINFORCING ALLOWABLE HOLES THROUGH TOP PLATES 2x6 PLATES2x4 PLATES NOTE: AT BOTTOM PLATES, FOLLOW GUIDELINES SHOWN, EXCEPT USE CS16 x 2'-0" STRAP PSPN516Z STRAP PSPN516Z STRAP SCALE: 1Ð"=1'-0" 6'-0" MIN. BETWEEN SPLICES SPLICE BOTTOM CHORD (8) 16d @ 4"oc STAGGERED AT EA. SIDE OF SPLICE TOP CHORD SPLICE SPLICE TO OCCUR AT 7 OF VERT. STUD, TYP. 16d @ 12"oc STAGGERED ELSEWHERE INTO STUD SHEATHING ATTACH TO EACH PER ARCH'L 2x STUD WALL W/ ANCHOR W/ 'SEISMICLIP' WIRE JT. REINF. - (2)Ì"ø x 2" GALV. LAG SCREWS, TYP. HOHMANN AND BARNARD 12 GA. DW-10HS ANCHORS 'BYNA-TIE' CONT. 9GA. x 10'-0" LG. 2. 1. BE @ 16"oc HORIZ. AND @ 24"oc VERT. TYPICAL ANCHORAGE SPACING SHALL PLACE ANCHORAGE 8"oc AT EDGES OF ALL OPENINGS. NOTES: HOHMANN AND BARNARD FOR CALL-OUTS IN COMMON SEE DETAIL .6216 8"INDEPENDENT OF WOOD STUDS LEDGER BEARS ON BRICK JAMB, SPAN SPAN LEDGER L Ú 7'-0"Ù 6x4xÎ (LLV) STUDS PER PLAN & DETAILS MASONRY VENEER PER ARCH'L PLACE MORTAR (8" LENGTH) @ EA. JAMB OVER FLASHING PER ARCH'L H.D. GALV. PER SCHEDULE DROPPED BEAM PER PLAN (WIND HEADER PER .6005 WHERE OCCURS) 1Ð"=1'-0" 7'-0" Ú L Ú 12'-6"Ù 6x4xÐ (LLV) SHEATHING & BUILDING PAPER PER ARCH'L Lintel At Openings In Brick Veneer 12 " M A X . SECTION VIEW PLAN VIEWBOTTOM PLATE WIDTH TO MATCH TOP PLATE SPLICE PER 6/S-601 2x STUDS PER PLAN STAGGERED STUD WALL CONT. TOP PLATE AT SHEATHING PER 30/S-606 AT SHEAR WALLS FULL WIDTH STUD POST WHERE OCCURS PER PLAN OR AT HOLDOWN STUDS 1Ð"=1'-0" SOLID BLKG. BELOW POST AS REQD. POST PER PLAN TYPICAL STUDS FULL-HEIGHT STUD BEAM PER PLAN POST ABOVE (WHERE OCCURS) TYP. DOUBLE TOP PLATE - SPLICE PER 6/S-601 HEIGHT (BOTH SIDES Ò"ø THREADED (CPL) STUD WALL PER PLAN STUDS @ 12"oc - FULL HSS COLUMN PER PLAN PANEL EDGE NAILING PER SCHEDULE DOUBLE STUD WHERE WALL CONTINUES) SHEATHING PER 30/S-606 WALL CONTINUES WHERE OCCURS COUGHLIN LUNDEEN PORTER A CONSULTING 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 STRUCTURAL AND CIVIL ENGINEERING CORPORATION F: 206/343-5691 P: 206/343-0460 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION ZONE KEYPLAN 1/ 6 / 2 0 1 7 1 1 : 5 6 : 2 4 A M C: \ R e v i t L o c a l \ 2 0 1 6 \ M a d r o n a K - 8 S t r u c t u r a l _ C e n t r a l _ JZ B . r v t MADRONA SCHOOL REPLACEMENT 9300 26TH ST. SW, EDMONDS, WA, 98020 EDMONDS SCHOOL DISTRICT S130282-01 JAW, RJV JZB BUILDING PERMIT 09 JANUARY 2017 TYPICAL WOOD FRAMING DETAILS S-60130 1 2 3 4 5 6 7 9 10 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 30 12 6307 4 6306 5 6305 6 6000 10 6602 9 6601 29 16 6603 18 6308 CHRIST OPHER SET H DU L A V L 39843 P R O F E S SIONAL E N G I N EER STA TE O F WASHIN G T O N S T R U CT URA L E N GI N EER 01/06/17 24 6320 TO FIT BEAM Ð" BEAM PER PLAN STEEL COLUMN PER PLAN ECCO COLUMN CAP - SIZE AS REQD. Ë 1_ 2" GAP MAX. Ë STEEL COLUMN PER PLAN BEAM PER PLAN CCO COLUMN CAP SIZE AS REQD. TO FIT BEAM BEAM CONTINUOUS OVER COLUMN WHERE OCCURS -T.O. BEAM VARIES INSTALL PLYWOOD SHIMS AS REQD. WHERE BEAM WIDTHS VARY FIT POST & BEAM BEAM PER PLAN POST PER PLAN ECCQ COLUMN CAP - SIZE AS REQD. TO Ð" 3" 4" 4" 6Ð" 1Ð" BEARING & Ô" x KERF & Ì" W/ (2) Ô"ø BOLTS Ì STEEL COLUMN PER PLAN BEAM PER PLAN BM. WIDTH (COPE TYP. BEAM EA. SIDE CAP & Ì" WHERE WHERE TOP OF COL. OCCURS WHERE OCCURS DAP BEAM AT WINDOW HEADS TO MATCH F.O. COL. AT PIPES) - COUNTERSINK JOISTS PER PLANHANGERS PER GENERAL STRUCTURAL NOTES SHEATHING PER PLAN BEAM PER PLAN INSTALL WEB FILLER PER JOIST MFR. RECOMMENDATIONS WHERE JOISTS ARE CONT. OVER WALL NAILING PER PLAN NOTES SHTG. PER PLAN JOISTS PER PLAN CONT. TOP PLATE SPLICE PER 6/S-601 SHEAR WALL PER PLAN 1Ì" LSL RIM BOARD BLKG. CONN. PER 30/S-606 AT SHEAR WALLS SHTG. PER 30/S-606 AT SHEAR WALLS FOR CALL-OUTS IN COMMON SEE DETAIL 12/S-602 JOISTS PER PLAN JOIST BLKG. @ 48"oc BLKG. PER PLAN NOTES NAIL SHEATHING TO - SPLICE PER 6/S-601 CONT. TOP PLATE CONT. 1Ì" LSL RIM STUD WALL PER PLAN PLAN AND 18/S-601 DROPPED BEAM PER AT SHEAR WALLS NAILING PER 30/S-606 JOISTS PER PLAN SHEATHING PER PLAN BOARD (RIM BOARD SHEATHING PER 30/S-606 AT SHEAR WALLS CONNECTION PER VARIES AT SHEARWALLS - SEE 30/S-606 ) (WHERE OCCURS) 30/S-606 AT SHEAR DIAPHRAGM BOUNDARY NAILING WALLS SHEATHING PER PLAN JOISTS PER PLANBEAM PER PLAN SIMPSON THA218-2 HANGER STEP BOARD PER 5/S-602 STRINGER PER 5/S-602 NAILING PER 5/S-602 JOIST BLKG. @ 24"oc 11 1_2" GL 3Êx12 AT CENTER CONDITION(2)2x12 CONT. AT EDGE CONDITION BOARD, TYP. 16d @ 8"oc TREADS AND RISERS PER ARCH'L OR 2x12 STEP SPECIFICATIONS (2) ROWS OF 16d @ 8"oc SHEATHING PER PLAN (5)16d, TYP. BOUNDARY DIAPHRAGM AS SHOWN - EXTEND TOP CHORDS TRUSS PER PLAN VERT. 2x6 @ EA. TRUSS A35 CLIP EA. SIDE CONT. DOUBLE WIND HEADER BEAM PER PLAN W/ CONN. TO COL. PER 30/S-602 WINDOW SYSTEM PER ARCH'L 2x6 BRACE @ EA. TRUSS DTT22 W/Ð"ø x 3" LAG SCREW @ EA. BRACE STEEL COL. PER PLAN W/ Ì" CAP & 2x BLKG. NAILING 2" SECTION SECTION & Ô"x BEAM WIDTH KERF & PER 30/S-602 , TYP.Ì WINDOW STEEL COLUMN PER PLAN SYSTEM PER ARCH'L BEAM PER PLAN CAP & Ì" AT Ð"ø x 4" LAG SCREW @ 18"oc Ù 6x6xÎ HSS 12x4xÌ < COL. Ì WINDOW SYSTEM PER el. per arch'l GL 5Êx12 AT LOW WINDOW W/ CONN. TO HSS PER SECTION COL. ARCH'L FOR CALL-OUTS IN COMMON SEE DETAIL 11/S-602 FOR CALL-OUTS IN COMMON SEE DETAIL 24/S-602 < COL. 2x6 @ 16"oc SECTION PER 24/S-602 FOR CALL-OUTS IN COMMON SEE DETAIL 10/S-602 CONT. 1Ì" LSL RIM BOARD (RIM BOARD JOISTS PER PLAN VARIES AT SHEARWALLS - SEE 30/S-606 ) FOR CALL-OUTS IN COMMON SEE DETAIL 11/S-602 JOISTS PER PLAN BEAM PER PLAN 11_ 2" 1 1_ 2" STEEL COL. PER PLAN BASE & Ô"x BEAM WIDTH CONN. PER 28/S-602 W/ (2)Òø x 6" LAG SCREWS Ë < COL. BEAM PER PLAN PER PLAN < COL. CONN. PER 28/S-602 STEEL COLUMN PER PLAN FOR CALL-OUTS IN COMMON SEE DETAIL 10/S-602 & 11/S-602 CONT. 1Ì" LSL RIM BOARD COUGHLIN LUNDEEN PORTER A CONSULTING 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 STRUCTURAL AND CIVIL ENGINEERING CORPORATION F: 206/343-5691 P: 206/343-0460 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION ZONE KEYPLAN 1/ 6 / 2 0 1 7 1 1 : 5 6 : 3 0 A M C: \ R e v i t L o c a l \ 2 0 1 6 \ M a d r o n a K - 8 S t r u c t u r a l _ C e n t r a l _ JZ B . r v t MADRONA SCHOOL REPLACEMENT 9300 26TH ST. SW, EDMONDS, WA, 98020 EDMONDS SCHOOL DISTRICT S130282-01 JAW, RJV JZB BUILDING PERMIT 09 JANUARY 2017 WOOD FRAMING DETAILS S-60230 1 2 3 4 5 6 7 8 9 10 12 13 14 15 16 17 18 19 20 21 22 24 25 26 27 28 302927 6607 28 6606 29 6605 30 6604 6 6314 10 6313 11 6311 12 6310 CHRIST OPHER SET H DU L A V L 39843 P R O F E S SIONAL E N G I N EER STA TE O F WASHIN G T O N S T R U CT URA L E N GI N EER 01/06/17 4 6622 5 6621 22 6618 24 6617 18 6626 21 6625 9 6631 17 6632 26 6318 25 6624 8 6634 PER ARCH'L 1 2 max. 1 min. 2x4 @ EA. BRACE W/ 2x BEVELED BLKG. W/ LUS26 EA. END TRUSSES PER PLAN 2x6 BRACE @ 48"oc - INSTALL LATERAL SUPPORT FOR EA. BRACE @ 6'-0"oc WINDOW HEAD CAPABLE OF ACCOMMODATING Ô" VERT. DEFLECTION OF STRUCTURE WINDOW SYSTEM 2x BLKG. LUS24 TO TRUSS (ASD) WIND PRESSURE MFR. TO RESIST 25 PSF TRUSS DESIGNED BY TRUSS AT END TRUSS INSTALL INSTALL VERT. WEBS @ 24"oc CONTINUES WHERE OCCURS ROOF OVERHANG el. varies PER ARCH'L TRUSS MFR. TO DESIGN FOR 250# (ASD) WIND BRACE LOAD (2)16d GRID WHERE OCCURS 2x4 TRUSS MFR. TO LIMIT TRUSS VERT. DEFLECTION UNDER SNOW LOAD TO Ô" (5)16d EA. END BEAM PER PLAN FOR BEAM - SUPPORT PLAN WITH POCKET TRUSSES PER TRUSS ON BEAM SHEATHING PER PLAN A35 CLIP EA SIDE (UPTURNED) TRUSS EXTENDS BELOW BOTTOM OF BEAM AT EXTERIOR (OVERHANG) CONDITIONS TO ALIGN W/ SHEAR el. varies SHEATHING PER PLAN STRUT TRUSS PER PLAN WALL BELOW SHEAR WALL PER PLAN DIAPHRAGM NAILING 2x4 BLKG. @ 48"oc - NAIL TO WALL TOP PLATE W/ 10d CONT. TOP PLATE - SPLICE PER 6/S-601 SHEATHING PER 30/S-606 A35 CONNECTION PER 30/S-606 PER PLAN NOTES (2)10d TOE-NAIL EACH SIDE SHEATHING PER PLAN TRUSSES PER PLAN AT SHEAR WALLS SHEATHING PER 30/S-606 STUD WALL PER PLAN NAILING PER PLAN NOTES WALL BELOW BASED ON SHEAR ROOF DIAPHRAGM TO SHEAR TO TRANSFER SHEAR FROM PANELS SHALL BE DESIGNED TRUSS MFR. (AT SHEAR WALLS, TRUSS BLKG. PANELS BY WALL CAPACITY PER 30/S-606 ) CONT. TOP PLATE - SPLICE PER 6/S-601 H2.5A EA. SIDE EA. TRUSS AT SHEAR WALLS CONNECTION PER 30/S-606 slope varies DROPPED BEAM PER PLAN WHERE OCCURS PER ARCH'L. DIAPHRAGM BOUNDARY NAILING (WHERE OCCURS) BEAM PER PLAN SPLICE PER 6/S-601 CONT. TOP PLATE - TRUSSES PER PLAN H3 EA. TRUSS STUD WALL PER PLAN PER PLAN SHEATHING TRUSS BLKG. PANELS BY TRUSS MFR. (AT SHEAR WALLS, PANELS SHALL BE DESIGNED TO TRANSFER SHEAR FROM ROOF DIAPHRAGM TO SHEAR WALL BELOW BASED ON SHEAR WALL CAPACITY 16d @ 8"oc (A35 CONNECTION PER 30/S-606 AT SHEAR WALLS) SHEATHING PER 30/S-606 AT SHEAR WALLS NOTE: TRUSS PROFILE MAY VARY PER 30/S-606 ) NOTCH SHEATHING AROUND TRUSSES AT SHEAR WALL FOR CALL-OUTS IN COMMON SEE DETAIL 12/S-603 BEAM PER PLAN TRUSS PER PLAN W/ POCKET FOR BEAM - SUPPORT TRUSS ON BEAM A35 CLIP EA. SIDE (UPTURNED) FOR CALL-OUTS IN COMMON SEE DETAIL 18/S-603 A35 CLIP TO LEDGER EA. HANGERS PER JOIST SCHEDULE CONT. 1Ô" LSL LEDGER W/(3) Ì"øx3Ð" SDS SCREWS @ 3"oc TO EA. TRUSS HEEL TRUSS BLKG. PANEL PER 18/S-603 (GIRDER TRUSS PER PLAN WHERE OCCURS) SIDE OF EA. TRUSS slope varies JOISTS PER PLAN A35 CLIP ATTRUSSES PER PLAN DROPPED BEAM PER PLAN (UPTURNED) EA. TRUSS SHEATHING PER PLAN el. varies STEEL JOISTS JOISTS PER PLAN PER PLAN DECK PER PLAN Ô"ø BOLTS @ 18"oc CONT. TOP PLATE - SPLICE PER 6/S-601 STUD WALL CONT. 1Ì" LSL RIM BOARD SHEATHING PER PLAN JOIST BLKG. @ 48"oc PER PLAN NOTES NAIL SHEATHING TO BLKG. DIAPHRAGM BOUNDARY NAILING CONT. Ù 6x4xÍ (LLV) PER PLAN deck notes attach per A35 CONN. PER 30/S-606 AT SHEAR WALLS SHEATHING PER 30/S-606 AT SHEAR WALLS FOR CALL-OUTS IN COMMON SEE DETAIL 24/S-603 A35 CONN. PER 30/S-606 AT SW'S STUD WALL PER PLAN DROPPED BEAM PER PLAN WHERE OCCURS AT SW'S SHEATHING PER 30/S-606 SPLICE PER 6/S-601 CONT. TOP PLATE - (2)16d FOR CALL-OUTS IN COMMON SEE DETAIL 28/S-603 A35 CLIP PER ARCH'L BEAM PER PLAN WINDOW SYSTEM PER ARCH'L TRUSSES PER PLAN SHEATHING PER PLAN H2.5A CLIP A35 CLIP BY TRUSS MFR. TRUSS BLKG. PANELS NAILING DIAPHRAGM BOUNDARY el. per arch'l JOIST BLKG. @ 48"oc SHEATHING PER PLAN el. varies el. varies NAIL SHEATHING TO BLKG. PER PLAN NOTES DIAPHRAGM BOUNDARY NAILING A35 CONN. PER 30/S-606 CONT. 1Ì" LSL RIM BOARD SHEATHE AND NAIL AS W6 PER 30/S-606 BETWEEN LOW AND HIGH ROOF STUD WALL PER PLAN JOISTS PER PLAN CONT. LSL 1Ô" (2)Ì"ø x 3Ð" SDS SCREWS SCREWS @ 6"oc TO EA. STUD DROPPED BEAM PER PLAN (WHERE OCCURS)A35 CONN. PER 30/S-606 10d @ 6"oc TO BLKG. LEDGER 2x BLKG. - SPLICE PER 6/S-601 CONT. TOP PLATE el. varies TRUSSES PER PLAN JOISTS PER PLAN CONT. TOP PLATE - SPLICE PER 6/S-601 STUD WALL PER PLAN PLAN SHEATHING PER CONT. 1Ì"x11Ö" LSL RIM BOARD 2" 4" DECK PER PLAN STEEL JOISTS BENT E PER 11/S-502 BEAM PER PLAN CONT. GL 5Ê x 9 LEDGER SHEATHING PER PLAN RIPPED 2x BLOCKING Ô"ø BOLTS @ 8"oc DIAPHRAGM BOUNDARY NAILING PER PLAN W/ (2) ROWS OF Ô"ø THROUGH BOLTS @ 12"oc STAGGERED - COUNTERSINK BOLTS HANGERS PER TRUSS MFR. TRUSSES PER PLAN FOR CALL-OUTS IN COMMON SEE DETAIL 21/S-603 DOUBLE JOISTS AT BRACING CONN'S A34 FOR CALL-OUTS IN COMMON SEE DETAIL PER ARCH'L 24/S-603 A34 END TRUSS PER 24/S-603 SHIM AS REQ'D DEFLECTION REQUIREMENT PER 24/S-603(4)16d 2x4 EA. BRACE INSTALLED TIGHT TO TRUSS TRUSSES PER PLAN 2x BLKG. el. varies BOUNDARY NAILING DIAPHRAGM NAIL TO BLKG. 2x4 LEDGER - WIND LOAD ON GABLE FACE DESIGN FOR 25 PSF - TRUSS MFR. SHALL END TRUSS W/ VERT. WEB MEMBERS @ 24"oc el. varies W/ 16d @ 4"oc SHEATHE AND NAIL AS W6 PER 30/S-606 SHEATHING PER PLAN DIAPHRAGM BOUNDARY NAILING COUGHLIN LUNDEEN PORTER A CONSULTING 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 STRUCTURAL AND CIVIL ENGINEERING CORPORATION F: 206/343-5691 P: 206/343-0460 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION ZONE KEYPLAN 1/ 6 / 2 0 1 7 1 1 : 5 6 : 2 7 A M C: \ R e v i t L o c a l \ 2 0 1 6 \ M a d r o n a K - 8 S t r u c t u r a l _ C e n t r a l _ JZ B . r v t MADRONA SCHOOL REPLACEMENT 9300 26TH ST. SW, EDMONDS, WA, 98020 EDMONDS SCHOOL DISTRICT S130282-01 JAW, RJV JZB BUILDING PERMIT 09 JANUARY 2017 ROOF FRAMING DETAILS S-60330 1 2 3 4 5 6 7 8 9 10 12 14 15 16 17 18 19 20 21 22 24 25 26 27 28 30 11 24 6600 17 6312 22 6304 18 6303 30 6302 CHRIST OPHER SET H DU L A V L 39843 P R O F E S SIONAL E N G I N EER STA TE O F WASHIN G T O N S T R U CT URA L E N GI N EER 01/06/17 11 6620 12 6619 16 6616 5 6630 21 6629 27 6628 28 6627 4 6623 15 6613 6 6610 20 6323 14 6322 10 6636 1' - 6 " 1'-0" 6 1_2" 6", TYP. 1 1_2" TY P . 6 1_2" PLAN PLAN SHEATHING PER PLAN (NOT SHOWN FOR CLARITY) - SHEATHING WITHIN 4'-0" OF FALL ARREST ANCHOR SHALL BE SCREWED TO FRAMING BELOW W/ #10 @ 4"oc JOIST ARE DESIGN FOR IMPACT LOAD = 3450# (ALLOW) AT EA. LOCATION WHERE GLULAM BLKG. CONNECTS TO TOP CHORD* FALL ARREST ANCHOR DESIGNED FOR 5000# LOAD IN ANY DIRECTION 1'-0" . . *NOTE: CONTRACTOR SHALL VERIFY DESIGN BUILD FALL-ARREST ANCHOR SYSTEM IS COMPATIBLE W/ FRAMING & CONNECTIONS SHOWN. COORDINATE ANCHOR LOCATIONS & SUPPORT CONFIGURATION W/ TRUSS MFR. PRIOR TO JOIST FABRICATION. DESIGN BUILD FALL- ARREST ANCHOR (SEE NOTE*) TRUSS MFR. SHALL PROVIDE 12" DEEP (NOMINAL) TOP CHORDS TO RECEIVE HANGER # OF PLIES AS REQD. BY TRUSS GL 5Êx10Ð MFR., (2-PLY MIN. BLKG. TYP. (BEAM PER PLAN WHERE OCCURS) HGUS5.25/10 HANGER (4) LOCATIONS - USE 16d x 2Ð" (N16) NAILS FOR NAILING TO JOIST Fall Arrest Anchor 90° 3" 2" 6" 5 1_2" 4" 4" 3" 2" 3" W.P. W.P. CONN. PER 30/S-501 6x8 BEVELED PLATE BEAM PER PLAN : Î" 2Ð" CLEVIS W/ 1"ø PIN & TURN BUCKLE Ô"ø TENSION ROD (GR. 36) KERF : Î" W/ (2)Ò"ø BOLTS - COUNTERSINK - INSTALL TIGHT TO COL. (NO GAPS) STUD WALL PER PLAN CONN. PER 24/S-601 STEEL COL. PER PLAN . COL. el. per plan . BEAM Ì . ROD . ROD . RIM BOARD/ BOLTS Ì FOR CALL-OUTS IN COMMON SEE DETAIL 23/S-604 TRUSS BLKG. PANELS BEAM PER PLAN GRID/. BEAM TRUSSES PER PLAN W/ HEEL POCKET FOR BEARING FOR CALL-OUTS IN COMMON SEE DETAIL 23/S-604 16d @ 8"oc STAGGERED 2x BEVELED NAILER BEAM PER PLAN GRID/. BEAM WINDOW SYSTEM PER ARCH'L - LOUVER WHERE OCCURS PER PLAN 3"11_ 2"11_ 2" . BEAM/COL. STEEL COL. PER STEEL COL. PER PLAN BEAM PER PLAN HU HANGER W/ ONE FLANGE CONCEALED BEARING : Ð"x BEAM WIDTH W/ (2)Ò"ø x 6" LAG SCREWS PLAN . COL. PER ARCH'L TRUSSES PER PLAN GRID/. STUDS A35 CONN. PER 30/S-606 AT SHEAR WALLS NAIL PER PLAN NOTES 2x BEVELED BLKG. BEVELED PLATE PER 24/S-604 AT DIAGONAL BRACING - BEVELED 3x ELSEWHERE PANEL EDGE NAIL PER 30/S-606 TO BEVELED PLATE STUD WALL PER PLAN CONT. TOP PLATE PER 6/S-601 16d @ 8"oc W/ TRUSSES WALL - ALIGN STUDS 2x6 @ 24"oc PONY DESIGN FOR 100 TRUSS MFR. TO PLF DEAD LOAD SHEATHING PER PLAN 2x BLKG. H8 EA. SIDE - EA. TRUSS SHEATHE & NAIL PER 30/S-606 AT SHEAR WALLS WINDOW SYSTEM PER ARCH'L (30) SDS WOOD RIM BOARD PER PLAN INSTALL TIGHT TO GIRDER TRUSS SDS CONN. PER 30/S-606 STUD WALL PER PLAN SHEATHING PER 30/S-606 AT SHEAR WALLS SCREWS @ 4"oc COORDINATE ALIGNMENT STRUT TRUSS PER PLAN - SUCH THAT STRAP CAN BE INSTALLED AS SHOWN TO GIRDER TRUSS (2) x 12" INSTALLED TIGHT ON GIRDER TRUSS CMSTC12 x 7'-6" CENTERED CHORD GIRDER TRUSS BOT. COUGHLIN LUNDEEN PORTER A CONSULTING 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 STRUCTURAL AND CIVIL ENGINEERING CORPORATION F: 206/343-5691 P: 206/343-0460 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION ZONE KEYPLAN 1/ 6 / 2 0 1 7 1 1 : 5 6 : 2 8 A M C: \ R e v i t L o c a l \ 2 0 1 6 \ M a d r o n a K - 8 S t r u c t u r a l _ C e n t r a l _ JZ B . r v t MADRONA SCHOOL REPLACEMENT 9300 26TH ST. SW, EDMONDS, WA, 98020 EDMONDS SCHOOL DISTRICT S130282-01 JAW, RJV JZB BUILDING PERMIT 09 JANUARY 2017 ROOF FRAMING DETAILS S-60430 1 2 3 4 5 7 8 9 10 12 13 14 15 16 17 19 20 21 22 23 24 25 26 27 28 30 11 29 12 6608 CHRIST OPHER SET H DU L A V L 39843 P R O F E S SIONAL E N G I N EER STA TE O F WASHIN G T O N S T R U CT URA L E N GI N EER 01/06/17 24 6321 21 6319 22 6317 17 6316 23 6315 30 6324 FOR CALL-OUTS IN COMMON SEE DETAIL SEISMIC JOINT PER PLAN 30/S-605 TRUSSES PER PLAN 2x FLAT BLOCKING @ 48"oc. NAIL SHEATHING TO BLOCKING W/ (2) ROWS 10d @ 5"oc EA. ROW, STAGGERED el. varies A35 CONN. PER 30/S-606 AT SHEAR WALLS DIAPHRAGM BOUNDARY NAILING RIPPED 2x BLKG. SHEATHING PER PLAN (FRT WITHIN 4'-0" OF WALL EA. SIDE) SEISMIC JOINT PER PLAN TRUSSES PER RATED WALL FINISHES PER ARCH'L STUD WALL PER PLAN DROPPED BEAM PER PLAN WHERE OCCURS PLAN SHEATHING PER 30/S-606 AT SHEAR WALLS CONT. TOP PLATE SPLICE PER 6/S-601 FOR CALL-OUTS IN COMMON SEE DETAIL SEISMIC JOINT PER PLAN 29/S-605 & 30/S-605 FOR CALL-OUTS IN COMMON SEE DETAIL SEISMIC JOINT PER PLAN 29/S-605 el. varies JOISTS PER PLAN OVER RATED WALL FINISHES DU HANGERS INSTALLED CONT. 5Ì"x11Ö" PSL RIM BOARD COUGHLIN LUNDEEN PORTER A CONSULTING 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 STRUCTURAL AND CIVIL ENGINEERING CORPORATION F: 206/343-5691 P: 206/343-0460 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION ZONE KEYPLAN 1/ 6 / 2 0 1 7 1 1 : 5 6 : 2 9 A M C: \ R e v i t L o c a l \ 2 0 1 6 \ M a d r o n a K - 8 S t r u c t u r a l _ C e n t r a l _ JZ B . r v t MADRONA SCHOOL REPLACEMENT 9300 26TH ST. SW, EDMONDS, WA, 98020 EDMONDS SCHOOL DISTRICT S130282-01 JAW, RJV JZB BUILDING PERMIT 09 JANUARY 2017 MISC. WOOD FRAMING DETAILS S-60530 1 2 3 4 5 6 7 8 9 10 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 30 11 2929 6612 30 6611 CHRIST OPHER SET H DU L A V L 39843 P R O F E S SIONAL E N G I N EER STA TE O F WASHIN G T O N S T R U CT URA L E N GI N EER 01/06/17 27 6615 28 6614 PER SCHEDULEPER SCHEDULE 'L' PER SCHEDULE 'L' PER SCHEDULE NAIL HALF OF STRAP HOLES VARIES 1" HOLE DIAMATER MIN. TYPICAL OPENINGMULTIPLE OPENINGS (2 OR 3 OPENINGS DEPENDING ON LOCATION) SHEAR WALL PER PLAN IN ALL EXTERIOR SHEAR WALLS. THIS DETAIL APPLIES AT OPENINGS SHEAR WALL SCHEDULE NAILING' COLUMN OF NAIL SHEATHING PER 'PANEL EA. SIDE OF OPENING. DOUBLE STUD (FULL HEIGHT) STRAP HOLES NAIL HALF OF DO NOT OTHERWISE OCCUR ALL STRAPS WHERE MEMBERS PROVIDE 2x BLKG BEHIND FULLY NAIL STRAP EXTENSIONS & BELOW OPENING OVER STRAP PER SCHEDULE ABOVE SHEATHING & NAILING PER SHEAR WALL SCHEDULE ABOVE & BELOW OPENING NOTE: SHEATHING CMSTC147'-0" < L Ú 13'-0" CMSTC16'L' Ú 7'-0" NARROW WALL PIER PER PLAN - STRAP ACROSS BOTH 4" MAX DIAMETER DRYER VENT HOLES - LOCATE STRAP ABOVE VENTS OPENINGS STUD WALL TOP PLATE RIMBOARD PER DETAILS SHEAR WALL PER SCHEDULE STRAP TYPE EXTENSION STRAP OPENING SPAN STRAPS AT EXTERIOR SHEAR WALLS 20" 24" Î"=1'-0" 7" M I N . 7" MI N . ELEVATION TYPICAL SHEAR WALL NAILING CONVENTION SECTION SEE FRAMING DETAILS SEE FOUNDATION DETAILS HORIZONTAL INTERMEDIATE FRAMING LAID UP VERTICAL OR SHEATHING PER SCHEDULE NAILING PER NOTE RECEIVING EDGE NAILING PANELS ON FRAMING MEMBER CENTER JOINT OF ABUTTING OR BLOCKING RIM JOIST AP P L I E S A T T H I S P O R T I O N O N L Y NA I L I N G F O R U P P E R F L O O R S H E A R W A L L PANEL NAILING ANCHOR BOLTS AP P L I E S A T T H I S P O R T I O N O N L Y NA I L I N G F O R L O W E R F L O O R S H E A R W A L L AND SPACING PER SCHEDULE 2 PANEL NAILING PER SCHEDULE OR BLK'G TO TOP PLATE PER SCHEDULE BOTTOM PLATE ATTACHMENT TO WOOD TOP OF CONCRETE FLOOR OR ROOF CONNECTION OF JOIST 3x STUD WHERE REQ'D PER SCHEDULE 3x SILL PLATE WHERE REQD. PER SCHEDULE USE GALVANIZED NAILS NOTES AT PRESSURE TREATED SILL PLATES LTP4 WHERE OCCURS (STAGGER AS REQD. PER NOTE )7 PER GENERAL STRUCTURAL NAILS OR SDS SCREWS PER SCHEDULE (CONTRACTOR'S OPTION) 2x PLATE CONT. LSL RIM BOARD PER SCHEDULE (BLKG. NOT ALLOWED) HANGERS PER PLAN WHERE JOISTS FRAME INTO WALL HANGERS PER PLAN WHERE JOIST BEARING LENGTH IS LESS THAN 1Ô" A35 PER SCHEDULE SDS SCREWS PER SCHEDULE 2 WASHER PER GENERAL STRUCTURAL NOTES P.T. PLATE (THICKNESS PER SCHEDULE) SHEATHING BOTH SIDES WHERE INDICATED LTP4 PER SCHEDULE (MAY BE PLACED OVER SHEATHING PANEL NAILING PER JOISTS PER PLAN (ORIENTATION VARIES) SCHEDULE INTO UPPER PLATE SHEATHING PER SCHEDULE PANEL NAILING PER SCHEDULE. USE GALV. NAILS INTO P.T. PLATE PER GENERAL STRUCTURAL NOTES ANCHOR BOLTS PER SCHEDULE CONC. SLAB OR WALL PER PLAN MARK W6 W4 W3 W2 2W4 2W3 2W2 SHEATHING Ð" Ð" Ð" Ð" Ð" EA. SIDE Ð" EA. SIDE Ð" EA. SIDE 0.148" x 2Ð" PANEL NAILING 6"oc 4"oc 3"oc 2"oc 4"oc 3"oc 2"oc THICKNESS OF STUD OR BLKG. AT ABUTTING PANEL EDGES, AND THICKNESS OF FOUNDATION SILL PLATE 2x 3x 3x 3x 3x 3x 3x MINIMUM LSL OR LVL RIM BOARD THICKNESS (BASED ON SHEAR WALL BELOW RIM BOARD) 1Ô" 1Ô" 1Ô" 1Ô" 3Ð" 3Ð" 3Ð" LTP4 CLIPS 23"oc 15"oc 12"oc 9"oc 7"oc 6"oc 9"oc EA. SIDE SCREWS 21"oc 14"oc 11"oc 8"oc 7"oc 5"oc 4"oc Ì" x 5" SDS CONNECTION OF JOIST OR BLKG. TO TOP PLATE (BASED ON SHEAR WALL BELOW RIM BOARD) NAILS 7"oc 4"oc (2) ROWS @ 7"oc (2) ROWS @ 5"oc (2) ROWS @ 4"oc NOT ALLOWED NOT ALLOWED 0.148" x 3Ì" Ì" x 5" SDS 21"oc 14"oc 11"oc 8"oc 7"oc 5"oc 4"oc BOTTOM PLATE ATTACHMENT Ò"ø 48"oc 47"oc 36"oc 28"oc 23"oc 18"oc 14"oc ANCHOR BOLTING TO CONCRETE Ô"ø 48"oc 48"oc 47"oc 36"oc 30"oc 23"oc 18"oc CAPACITY LRFD 495 735 960 1230 1470 1920 2465 SHEAR WALL SCHEDULE NOTES: PANEL NAILING APPLIES TO ALL SHEATHING PANEL EDGES. INSTALL BLOCKING AT ALL UNFRAMED PANEL DOUBLE 2x MEMBERS MAY BE SUBSTITUTED FOR 3x MEMBERS AT WALLS WITH ONLY ONE LAYER OF SEE PLANS AND DETAILS FOR LOCATIONS WHERE THICKER RIM BOARD MAY BE REQUIRED. ROWS OF NAILS AND SDS SCREWS SHALL BE OFFSET AT LEAST 1/2" AND STAGGERED. MINIMMUM EDGE WHERE PANELS ARE APPLIED TO EACH FACE OF A WALL, PANEL JOINTS SHALL BE OFFSET TO FALL ON CLIPS SHALL BE INSTALLED W/ 0.131 x 2 1/2" NAILS IN ALL HOLES. WHERE CLIPS ARE REQUIRED EACH SIDE, CONTRACTOR MAY USE EITHER OF THE CONNECTION OPTIONS INDICATED AND MAY COMBINE A35 CLIPS ON PLATE WASHERS IN 2x4 STUD WALLS AND ALL SINGLE SIDED SHEAR WALLS SHALL BE 3"x3"x0.229". 1 2 3 4 5 6 7 8 9 6 6 6 1 2 3 4 8 5 5 SCREWS 5 8 9 EDGES. NAIL SHEATHING TO INTERMEDIATE FRAMING WITH PANEL NAILS AT 12"oc. SHEATHING. WALL STUDS SHALL BE FACE NAILED TOGETHER PER THE BOTTOM PLATE ATTACHMENT COLUMN DISTANCE FOR NAILS AND SDS SCREWS INTO RIM BOARD SHALL BE 5/8". DIFFERENT FRAMING MEMBERS. ONE SIDE OF WALL WITH LTP4 ON THE OPPOSITE SIDE. DOUBLE SIDED 2x6 SHEAR WALLS SHALL HAVE 4Ð"x3"x0.229" PLATE WASHERS. THE EDGE OF PLATE (PLF) AND IN EITHER VERTICAL OR HORIZONTAL ORIENTATION) CLIPS SHALL BE STAGGERED TO AVOID NAIL INTERFERENCE. SHEATHING SHALL CONSIST OF 15/32" OSB (19/32" OSB AT W2-5/8) AT INTERIOR WALLS, AND 1/2" PLYWOOD HAVE A MINIMUM SPAN RATING OF 24/0. AT EXTERIOR WALLS. OSB SHALL NOT BE SUBSTITUTED FOR PLYWOOD OR VICE VERSA. SHEATHING SHALL BELOW PER SCHEDULE OF THE SCHEDULE. SILL PLATES SHALL BE NAILED TOGETHER W/ 10d @ 8"oc, STAGGERED. WASHERS SHALL BE LOCATED WITHIN Ð" OF THE EDGE OF BOTTOM PLATE ON THE SIDE WITH SHEATHING. A35 CLIPS 22"oc 15"oc 12"oc 9"oc 7"oc 6"oc 9"oc EA. SIDE INSTALL ADDITIONAL ANCHOR BOLTS EACH SIDE OF PLATE BREAKS AND PENETRATIONS EXCEEDING10 THE "NO REINFORCING" HOLE SIZE PER .6001 10 1' - 0 " 2" MAX.1' - 0 " 48 24 END/CORNER CONDITIONMID-WALL CONDITION t.o. stem wall (2)#4x * END OF CONC. LAG SCREWS - DIAMETER PER SIMPSON CATALOG STUDS PER HOLDOWN SCHEDULE (POSTS WHERE REQUIRED) HDU SERIES HOLDOWN PER SCHEDULE UP TO Ð" OF FLAT SHIM MAY BE PLACED HERE TO AID IN INSTALLATION OF HOLDOWN THREADED ROD W/ DBL. HEX NUT & WALL BOT. PLATE WALL PER HOLDOWN or footing MFR. NAIL TOGETHER PER "FACENAILING REINF. SHOWN IS IN ADDITION TO REINF.* REQUIRED IN OTHER FOUNDATION DETAILS WALL TOP OF CONC. (2)#4 x 6'-0" * PER DETAILS TOP REINF. TO WOOD BELOW" PER 30/S-606 2x TRIM STUD AT END OF WALL 2 WASHER Ì"x2"x2" (2)#4 VERT. W/ STD. HOOK AT TOP & MATCHING FTG. DOWELS* (2)#4 VERT. W/ STD. HOOK AT TOP & MATCHING FTG. DOWELS* MARK HOLDOWN STUDS, U.O.N. MIN. NUMBER LOAD DETAIL REF. HOLDOWN SCHEDULE NOTES: HOLDOWN TYPES REFER TO SIMPSON STRONG-TIE CATALOG CALLOUTS.1 2 SCHEDULED PANEL EDGE NAILING. STAGGER NAILS SO THAT EACH NAIL PLYWOOD SHEATHING TO STUDS RECEIVING HOLDOWN W/ STUD IS NAILED. 1 2 HDA HDB HDC HDD HDU8 (2)HDU8 HDU14 CMSTC16 2 4 5 2 6.8k 13.6k 14.4k 4.6k 12/S-606 5/S-606 5/S-606 10/S-606 SINGLE SIDED SHEAR WALLS DOUBLE SIDED SHEAR WALLS ALTERNATE DOUBLE SIDED SHEAR WALLSSHEAR WALL/NON-SHEAR WALL INTERSECTION ALTERNATE - SINGLE SIDED SHEAR WALLS AT INTERSECTION AT INTERSECTION AT INTERSECTION AT CORNER AT INTERSECTION AT CORNER ASTERISKED ITEMS SHALL BE INSPECTED PRIOR TO INSTALLATION OF 2nd LAYER OF PLYWOOD SHEATHING. SHEAR WALL PER PLAN SHEATHING SHALL BE CONTINUOUS THRU WALL INTERSECTION NON-SHEAR WALL 4x STUD FACE-NAILING PER 30/S-606 PANEL NAILING PER 30/S-606 PANEL NAILING PER 30/S-606 (2)2x END STUD AT CORNER (MULTI-STUD PANEL NAILING PER 30/S-606 POST PER PLAN OR STUDS PER CONTINUOUS HOLDOWN MFR. WHERE OCCURS) FACE-NAILING PER 30/S-606 * PANEL NAILING PER 30/S-606 4x4 or 6x6 2x END STUD PANEL NAILING PER 30/S-606 FACE-NAILING PER 30/S-606 * SDS Ìx4Ð @ 9"oc* 3x END STUD SHEATHING SHALL PANEL NAILING PER 30/S-606 4x4 or 4x6 (TO MATCH NOMINAL WALL THICKNESS) BE CONTINUOUS THRU WALL INTERSECTION (2) ROWS PANEL NAILING PER 4x8 or 6x10 PANEL NAILING PER 30/S-606 30/S-606 SDS Ìx4Ð @ 9"oc* 3x END STUD (2) ROWS PANEL NAILING PER 4x4 or 6x6 PANEL NAILING PER 30/S-606 30/S-606 SDS Ìx4Ð @ 9"oc 2x END STUD (TO MATCH NOMINAL WALL THICKNESS) (TO MATCH NOMINAL WALL THICKNESS) (TO MATCH NOMINAL WALL THICKNESS) *NOTE: Typical Shear Wall Intersection (Plan) FOR CALL-OUTS IN COMMON SEE DETAIL 1' - 0 " TY P . AS REQD. TO FIT HOLDOWN 5/S-606 REINF. PER 5/S-606 (EITHER MID-WALL OR END/CORNER CONDITION STUDS PER HOLDOWN SCHEDULE OR PLAN AS APPLICABLE) 2' - 0 " 2' - 0 " 2' - 0 " CONDITION WHERE WALLS OCCUR ABOVE AND BELOW FLOOR CONDITION WHERE WALL BELOW DOES NOT OCCUR FRAMING CONTINUES (WHERE OCCURS) FULL WIDTH BLOCKING BELOW WALL END STRAP PER SCHEDULE SHEATHING PER PLAN JOIST ORIENTATION PER PLAN STRAP PENETRATION NOTCH SHEATHING FOR STUDS WRAP STRAP AROUND B.O. BEAM (2'-0" MIN.) BEAM PER PLAN COUGHLIN LUNDEEN PORTER A CONSULTING 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 STRUCTURAL AND CIVIL ENGINEERING CORPORATION F: 206/343-5691 P: 206/343-0460 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION ZONE KEYPLAN 1/ 6 / 2 0 1 7 1 1 : 5 6 : 2 4 A M C: \ R e v i t L o c a l \ 2 0 1 6 \ M a d r o n a K - 8 S t r u c t u r a l _ C e n t r a l _ JZ B . r v t MADRONA SCHOOL REPLACEMENT 9300 26TH ST. SW, EDMONDS, WA, 98020 EDMONDS SCHOOL DISTRICT S130282-01 JAW, RJV JZB BUILDING PERMIT 09 JANUARY 2017 SHEAR WALL SCHEDULE & DETAILS S-60630 5 6 9 13 15 19 25 27 3027 6502 30 6500 5 6301 6 6300 CHRIST OPHER SET H DU L A V L 39843 P R O F E S SIONAL E N G I N EER STA TE O F WASHIN G T O N S T R U CT URA L E N GI N EER 01/06/17 9 6635 10 6637 12 6200 10 12 14 3 S-302 _________ 1.4 1.5 1.6 8" CMU WALL 24"ø CONC. COLUMN EMBEDDED 6'-0" BELOW GRADE W/ (6)#6 LONG. REINF. AND # 4 TRANS. SPIRAL AT 9" PITCH (6) LOCATIONS. EXTEND TO 3'-0" BELOW ROOF BEAM 3 0 ° 30° 3 5'- 2 " 35'-2" 26'-0" 1.4 1.5 1.66”ø STD. PIPEKING POST6”ø STD. PIPEKING POST6”ø STD. PIPEKING POSTHSS 1 4x 6x Î ri d g e H S S 1 4 x 6 x Î HSS 10x4xÌ [H] HSS 10x4xÌ [H] 0" HSS 20x8xÎ [L] do doHSS 10x4xÌ HSS 10x4xÌ HSS 20x8xÎ [L] HSS 10x4xÌ HSS 10x4xÌ ridge HSS 14x6xÎ 8"ø XS PIPE WELDED TO FIXED EMBED AT TOP OF CONC. COLUMN HSS 14x6xÎ ridge HSS 14x6xÎ H S S 2 0 x 8 x Î [ L ] 6"ø STD PIPE KING POST H S S 1 0 x 4 x Ì H S S 1 0 x 4 x Ì H S S 1 0 x 4 x Ì H S S 1 0 x 4 x Ì d o d o H S S 1 0 x 4 x Ì [ H ] H S S 1 0 x 4 x Ì [ H ] H S S 2 0 x 8 x Î [ L ] 3" dp. x 20 GA. METAL DECK 0 " COUGHLIN LUNDEEN PORTER A CONSULTING 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 STRUCTURAL AND CIVIL ENGINEERING CORPORATION F: 206/343-5691 P: 206/343-0460 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION ZONE KEYPLAN 1/ 6 / 2 0 1 7 1 1 : 5 6 : 3 1 A M C: \ R e v i t L o c a l \ 2 0 1 6 \ M a d r o n a K - 8 S t r u c t u r a l _ C e n t r a l _ JZ B . r v t MADRONA SCHOOL REPLACEMENT 9300 26TH ST. SW, EDMONDS, WA, 98020 EDMONDS SCHOOL DISTRICT S130282-01 JAW, RJV JZB BUILDING PERMIT 09 JANUARY 2017 COVERED PLAY FRAMING PLANS AND DETAILS S-60730 1 2 3 7 8 9 13 14 15 19 20 21 25 26 27 CHRIST OPHER SET H DU L A V L 39843 P R O F E S SIONAL E N G I N EER STA TE O F WASHIN G T O N S T R U CT URA L E N GI N EER 01/06/17 1/8" = 1'-0"1 FOUNDATION PLAN 1/8" = 1'-0"2 ROOF FRAMING PLAN 34 21 9 8 7 6 5 4 3 2 1 34 21 ARCH #1 ARCH #2 ARCH #4 5' H I L L S I D E ZIP S L I D E 91 0 7 2 5' B E R M 5' H I L L S I D E ZIP S L I D E 91 0 7 2 5' B E R M 34 21 34 21 9 8 7 6 5 4 3 2 1 9 8 7 6 5 4 3 2 1 1 9 8 106 7 4 2 35 1 9 8 106 7 4 2 35 1 9 8 106 7 4 2 35 444 4 3 9 439 4 4 4 444 4 4 1 4 4 2 4 4 3 4 4 4 4 45 440 440 445 445 444 449 444 4 4 6 4 4 7 4 4 8 446 447 4 3 6 4 3 7 4 3 8 4 39 4 41 4 4 2 4 4 3 4 4 4 4 4 6 447 4 43 4 44 446 4 4 7 4 4 8 449 447 446 451 452 453 454 448 449446 447 4 4 4444444 444 444 446 4 4 6 4 4 6 4 4 6 444 444 444443 4 4 6 4 4 7 447 4 4 8 452 452 4 5 1 4 4 4 444 444 444 4 3 4 453 452 451 454 456 4 5 7456 4 4 5 445 4 3 5 4 4 0 4 4 5 4 4 5 4 4 5 445 450 445 445 4 4 5 445 445445 445 445 445 450 4 5 0 445 445 445 4 4 5 4 4 5 445 445 455 450 450 455 4 5 5 450 445 4 55 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. GENERAL SITE NOTES FI R E L A N E PLAY FIELD 2 4 0 t h S T . S W HP T BUS LOOP PARKING AND STUDENT DROP-OFF FIRE LANE TURNAROUND20 FT. FIRE LANE 20 FT. FIRE / SERVICE LANE FIRE LANE N 1 ° 5 9 ' 5 3 " E 1 3 3 1 .3 9 ' S 8 8 ° 3 6 ' 3 5 " E 1 3 47 . 4 8 ' S 8 8 ° 4 3 ' 5 2 " E 1 0 0 0 . 3 9 ' 2 3 6 t h S T . S W 9 2 N D A V E . W 9 3 R D A V E . W 9 4 T H A V E . W SERVICE YARD A-404 A3 A-404 C1 LEGEND PROPERTY LINE 25 FT SETBACK EXISTING BUILDING TO BE DEMOLISHED EXISTING BUILDING TO REMAIN BUILDING FOOTPRINT ROOF OUTLINE NORTH 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION ZONE KEYPLAN 1/ 6 / 2 0 1 7 4 : 2 0 : 4 1 P M C: \ ~ R e v i t L o c a l F i l e s \ 2 0 1 5 9 1 3 - M A D - A r c h - V 1 6 _ e m c g u i r e @ m ah l u m . c o m . r v t MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 2015913.00 DM AD/EM BUILDING PERMIT 09 JANUARY 2017 ARCHITECTURAL SITE PLAN A-101 1" = 50'-0"A1 ARCHITECTURAL SITE PLAN SEE CIVIL AND LANDSCAPE DRAWINGS FOR PAVING, GRADING, AND LANDSCAPING. (SITE PERMIT SUBMITTAL #BLD20161599) CUP 01 07/25/16 CUP RESPONSE 01 REF H1E1 D D A-211 D1 A- 2 1 1 A1 A- 2 1 1 C1 A-211 B1 A-212 A1 A-212 C1 B1 A-312 B1 A-312 C1 A-311 C1 A-311 A1 A-311 A1 A-311 C1 A-312 C1 A-312 4' - 0"21' - 2"92' - 10"20' - 4"75' - 10"42' - 1"40' - 0"61' - 0"40' - 0"61' - 0" A- 2 1 2 D1 A- 2 1 2 B1 LC (I) 407 LC (P) 603 LC (P) 301 LC (K) 203 LC (K) 208 LC (P) 403 LC (I) 305 LC (I) 607 LC (I) 505 LC (P) 501 MECH 504 MECH 606 MECH 206 KITCHEN 117 MECH 304 MECH 406 IDF 405A ELEC 405 ELEC 205 TW TW TW TW TW TWTWTW TW TW TW TW TW TW TW TW TW TW TW TW TW TW TW TW TW TW IDF 205A LIBRARY 131 CUSTODIAL / RECIEVING 126 BOILER/MECH 125 LC (DHH) 401 LC (DHH) 402 SEE A1/A-121B SEE A1/A-121B SEE A1/A-121C SEE A1/A-121A SEE A1/A-121A SEE A1/A-121D SEE A1/A-121D SEE A1/A-121C GYM 107 MUSIC 122 ORCH 123 BAND 121 PRACTICE 121C PRACTICE 121B PRACTICE 121A MUSIC OFFICE / STOR 121D SERVERY 115A COMMONS 115 STAFF LOUNGE 101P PR O F . DE V E L O P M E N T 101T WO R K RO O M 101M P. O F F I C E 101S A. P . O F F I C E 101R DE A N O F ST U D E N T S 101E COT ROOM 101D HE A L T H CL I N I C 101B DH H R E C / IN T E R P R E T 101Q RECEPTION OFFICE 101 HALLWAY GYM 100E HALLWAY GYM 100D DRY STOR 117B DH H O F F I C E 101N DH H O F F I C E 101L MECH STAIR S2 TLT 101DA OF F I C E MG R 101C SCI PREP 136A 114' - 0"17' - 6" 49' - 8"71' - 1"7' - 0" 61' - 0"40' - 0"61' - 0"40' - 0"61' - 0" IDF 303A ELEC 303 LC C I R C / ST O R A G E 301A IDF 503A ELEC 503 TLT 101H TLT 101J LOBBY 100A HALLWAY ADMIN 101U HALLWAY LIBRARY 140B F. RISER 125A DEN 104 LEARNING SUPPORT 102 LC (DHH) 134 SM GROUP 134A TLT 104A TLT 106 COUNSELOR 103 HALLWAY DEN 100B CO N F E R E N C E 101A IDF 101F CUST 101MA HA L L W A Y CO M M O N S 100C HALLWAY MUSIC 120 LC CIRC 401C LC CIRC 601C LC CIRC 201C LC (M) 201 LC (M) 602 A1 A-312 A1 A-312 D1 A-312 D1 A-312 B1 A-311 B1 A-311 SECURITY ENTRANCE 100 LC C I R C / ST O R A G E 501A OFFICE/ WORKROOM ELEC 128 1 2 2 3 4 6 5 7 119 1413 8 10 12 A D E F H L L K G F.8 C.2 J B C 37' - 11 1/2" 14' - 3" 37' - 11 1/2" 29' - 6" 40' - 6" 37' - 11" 15' - 5 1/2" 37' - 11 1/2" CARD READER ACCESS CARD READER ACCESS CARD READER ACCESS CARD READER ACCESS CARD READER ACCESS SM GROUP 201A SM GROUP 201B LC (M) 202 SM GROUP 401B SM GROUP 401A SM GROUP 601B SM GROUP 601A LC (M) 601 SM GROUPSM GROUP SM GROUP SM GROUP SM GROUP SM GROUPSM GROUP SM GROUP SM GROUP SM GROUP SM GROUPSM GROUP SM GROUP SM GROUP SM GROUPSM GROUP LC (K) 207 LC (DHH PK/K) 204 IDF 605A ELEC 605LC C I R C / ST O R A G E 603A SLP 108 OTPT 111 AUDIO / DHH SLP 110 DHH PSYCH / COUNS 109 KNOX BOX LOCATIONS AT EXTERIOR PERIMETER TO BE COORDINATED WITH FIRE MARSHAL - TYPICAL KNOX BOX LOCATIONS AT EXTERIOR PERIMETER TO BE COORDINATED WITH FIRE MARSHAL - TYPICAL BICYCLE PARKING PAD MOUNTED TRANSFORMER; REFER TO ELECTRICAL DRAWINGS PAD MOUNTED HEAT PUMP - ADD ALTERNATE #3 1.1 1.1 2.3 19' - 1" 41' - 2" 122' - 10 1/2" 44' - 4 1/2" 24' - 0" A.3 7' - 0"7' - 0"7' - 0" D.5 A-401 A2 A-401 C1 A-401 C4 A-401 C2 SM GROUP 207B SM GROUP 207A SM GROUP 203B SM GROUP 203A PE STORAGE 107A VESTIBULE COMMONS 100F CAN WASH DRAIN AND HOSE BIB LEARNING SUPPORT 102B BOOK STORAGE 131B MDF 133 ELEC 101G RE C O R D ST O R A G E 101K TLT 105 ROOF OVERHANG SHOWN DASHED GREEN ROOM 131C MECH 129 PA R E N T RO O M 132 LC C I R C / ST O R A G E 203D LC C I R C / ST O R A G E 403A GAS METER; REFER TO ELECTRICAL DRAWINGS LC CIRC K TLT 203C PR 1 MIT OFFICE 132B TLT 132A LEARNING SUPPORT 102A 5' - 9" KILN COMMONS STORAGE 127 GYM OFFICE 113 TLT 113A COMMUNITY STOR 114 2.2 F.9 D.4 TLT 135 DS DS DS DS DS DS DS DS DS DSDSDSDS DS DSDS LC (M SCI) 136 FS FS FS FS FS FSFSFSFS FS FS FS FSFS INST STOR 124 RAMP 112A 3.41.2 42' - 10" 72' - 8" 17' - 2" TLT 116 TLT 118C TLT 118B TLT 118A MUSIC STOR 122A GYM VESTIBULE 112 MECH STAIR S1 HALLWAY CUST 130 RISERS WALK-IN FREEZER 117A SM GROUP 131A CARD READER ACCESS CARD READER ACCESS HALLWAY VESTIBULE 140A NORTH 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION ZONE KEYPLAN B C1 C2 D1 D2 D3 A 1/ 6 / 2 0 1 7 4 : 2 0 : 5 6 P M C: \ ~ R e v i t L o c a l F i l e s \ 2 0 1 5 9 1 3 - M A D - A r c h - V 1 6 _ e m c g u i r e @ m ah l u m . c o m . r v t MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 2015913.00 DM AD/EM BUILDING PERMIT 09 JANUARY 2017 FLOOR PLAN - OVERALL A-111 1/16" = 1'-0"A1 FLOOR PLAN - OVERALL CUP 01 07/25/16 CUP RESPONSE 01 CUP 02 09/21/16 CUP RESPONSE 02 UPUP DN REF SEE A1/A-121D 6011 6 A4 S021 6\4 A4 S021 6\4 A4 6011 8 A4 S021 6\4 A4 6021 6 A4 6011 4 6011 4 A4 HALLWAY GYM 100D GYM 107 2 3 E F H L K G F.8 J 67' - 2" RECEPTION OFFICE 101 COT ROOM 101D STAFF LOUNGE 101P PROF. DEVELOPMENT 101T WORK ROOM 101M HEALTH CLINIC 101B LEARNING SUPPORT 102 P. OFFICE 101S A.P. OFFICE 101R OFFICE MGR 101C CONFERENCE 101A DEAN OF STUDENTS 101E LOBBY 100A TLT 101DA HALLWAY ADMIN 101U TLT 101H CUST 101MA DHH REC / INTERPRET 101Q DH H O F F I C E 101L DH H O F F I C E 101N HALLWAY GYM 100E HALLWAY COMMONS 100C COUNSELOR 103 SECURITY ENTRANCE 100 DEN 104 TLT 104A TLT 106 HALLWAY DEN 100B IDF 101F CARD READER ACCESS 1.1 D.5 A1 A-333 A1 A-321 A3 A-321 A3 A-322 100A.2 107.1 107.2 100A.1 104A 102 101.2 101.1 104.2 101T.2 111.1 110 111.2 SLP 108 AUDIO / DHH SLP 110 DHH PSYCH / COUNS 109 OTPT 111 A-412 D4 A-221A C1 A-221A B2 A3 A-323 A4 A-323 A5 A-322 A6 A-323 A1 A-323 RECORD STORAGE 101K ELEC 101G LEARNING SUPPORT 102B TLT 105 ROOF OVERHANG SEE A1/A-121B A4 A-321 TLT 101J A-413 D6 A-413 E6 A-257 A1 40' - 6" 37' - 11" 15' - 5 1/2" 37' - 11 1/2" EQ EQ 40' - 6" 37' - 11" 15' - 5 1/2" 37' - 11 1/2" EQ EQ 114' - 0"17' - 6"49' - 8" 24' - 0" 44' - 4 1/2" 3' - 9" 74' - 4" 95' - 7" 33' - 10" 9' - 6" 9' - 7" 9' - 2" 10' - 4" 24' - 3" 14' - 1" 101U 2.2 CLEAR 6' - 2" 4' - 8" 42' - 10" 72' - 8" F.9 95' - 6" 58' - 8"8' - 0" 109 1' - 0" 12' - 4" 16' - 0" 16' - 0" 16' - 0" 12' - 4" 1' - 2" 12' - 4"14' - 6" 16' - 0"16' - 0"14' - 5" LEARNING SUPPORT 102A 102A 102B 103 105 106 MECH STAIR S1 107.3 108 107.4 115 S021 6\4 A4 A-255 A4 A2 A1 A3 A-256E1 A-256 C2 A-256 A1 A-256 D3 A-413 B6 B1 A2 B2 C3C1 C4 E3 E4 D1 D4 D5 D2 A-257E1 A-257 D4 A-257 C2 A-257 B4 B2 B1 B5 C1 C4 C3 D1 D2 D3 E2 E3 E4 A-260E1 D1 A2 A-321 DS DS DS DS DS A-521 A5 FE AED A-256 D3OPH D5 OPH D4 OPH D2 OPH X63 6 6011 8 A4 X63 6 S021 6\4 A4 X63 6 X65 6 X64 6 B2 S021 6\4 A4 6011 4 A4 6011 4 A4 6011 6 A4 S021 6\4 A4 D6011 4 B2 S021 6\4 A4 CARD READER ACCESS A-421 C3 FS FS FS FS FS FSFSFSFS FS FS FS FSFS A-258 C1 A1D1 A-259 D1 A-423 1 A-221A E1 A4 A-333 A-221A B4 A-221A E5 A-221B A2 A-221A B1 A-221A A1 100.1 24' - 4 1/4"8' - 2" 5 UNITS 6' - 8" 6 UNITS 8' - 0" 2 1/4 UNITS 3' - 0 1/4" 30 1/4 UNITS 40' - 5" 5 UNITS 6' - 8" 12 UNITS 16' - 0" 6 UNITS 8' - 0" 6 UNITS 8' - 0" 5 1/2 UNITS 7' - 4" 11 1/2 UNITS 15' - 4" 6 UNITS 8' - 0" 6 3/4 UNITS 9' - 0 1/4" 107A 107.5 A-424 A1 A-414 D2 4 UNITS 5' - 4" 12 UNITS 16' - 0" 4 1/2 UNITS 6' - 0" 9 UNITS 12' - 0" 4 UNITS 5' - 4" 1 UNIT 1' - 4" 2 1/2 UNITS 3' - 4" 1 3/4 UNITS 2' - 4 5/8" 3 1/4 UNITS 4' - 5 3/8" 1 3/4 UNITS 2' - 5 7/16" 2 1/2 UNITS 3' - 4" 8 3/4 UNITS 11' - 7 9/16" 1 UNIT 1' - 4" 0X62 6 X64 6 HIGHLOW X64 6 HIGH LOW 14' - 5" 17' - 3" 9' - 5" 25' - 10"13' - 10" 9' - 10" 25' - 6" 16' - 9"23' - 6" CLEAR 2' - 4" 20' - 5" 12' - 10" 12' - 8" 8' - 9" CLEAR 1' - 10" TELESCOPING BLEACHERS - PARTIALLY OPEN TELESCOPING BLEACHERS - FULLY OPEN 100.2 1' - 4" 7' - 11" D6011 4 A4 7' - 4" 7' - 7" 8' - 8" 1' - 7" BLEACHERS 104.1 G-2 G-1 G-3 17' - 3" 16' - 10" S021 6\4 A4 S021 6\4 A4 S021 6\4 A4 S021 6\4 A4 S021 6\4 A4 S021 6\4 A4 S021 6\4 A4 S021 6\4 A4 S021 6\4 A4 S021 6\4 A4 6010 4 A4 6010 4 A4 6011 6 6010 4 6011 4 B2 D6011 4 B2 D6011 4 6011 4 B2 S021 6\4 6011 4 S021 6\4 A4 6010 4 6011 4 B2 S021 6\4 A4 S021 6\4 A4 6011 4 6011 4 AREA RUG FE NORTH 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION ZONE KEYPLAN B C1 C2 D1 D2 D3 A 1/ 6 / 2 0 1 7 4 : 2 1 : 0 4 P M C: \ ~ R e v i t L o c a l F i l e s \ 2 0 1 5 9 1 3 - M A D - A r c h - V 1 6 _ e m c g u i r e @ m ah l u m . c o m . r v t MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 2015913.00 DM AD/EM BUILDING PERMIT 09 JANUARY 2017 FLOOR PLAN - ZONE A A-121A 1/8" = 1'-0"A1 FLOOR PLAN - ZONE A DN H1E1 D D SEE A1/A-121C SEE A1/A-121A X63 6 X64 6 6011 6 D6022 4 A4 6021 6 A4 D6122 4 A4 D6022 4 A4 D6022 4 A4 D6022 4 A4 D6022 4 A4 6011 4 A-261E5 E1 E2 E4 A-264 D3 E3 E1 D1 LIBRARY 131 SCI PREP 136A SM GROUP 134A LC (DHH) 134 DRY STOR 117B CUSTODIAL / RECIEVING 126 BAND 121 ORCH 123 BOILER/MECH 125 F. RISER 125A MUSIC 122 INST STOR 124 SERVERY 115A COMMONS 115 OFFICE/ WORKROOM A-261 B2 A2 B1 A1 A-260 A4 C4 A1 1 2 3 4 5 A D C.2 B C HEAT PUMP (ADD ALT 03) TRANS- FORMER 118' - 0"67' - 2"71' - 1" HALLWAY GYM 100E CARD READER ACCESS MUSIC OFFICE / STOR 121D PRACTICE 121C PRACTICE 121B PRACTICE 121A HALLWAY LIBRARY 140B 1.1 2.3 A.3 D.5 A1 A-333 121A.1 121C.2 124D.2 130.2 120.2 125.1 130.1 107.2 125.3 100F.2 131C 117B 121C.1 121A.2 100F.1 125.2 WALK-IN FREEZER 117A ELEC 128 HALLWAY CUST 130 VESTIBULE COMMONS 100F A-221B B4 A-221B A4 A3 A-331 A-414 D5 A-263C1 A-263E1 E3 E4 E6 C3 B1 B3 06 41 00 CASEWORK (84"H) 06 41 00 CASEWORK 06 41 00 CASEWORK (84"H) 06 41 00 CASEWORK 06 41 00 CASEWORK TEACHING WALL TEACHING WALL A5 A-331 A3 A-332 A1 A-332 A1 A-331 A-403 A1 MDF 133 BOOK STORAGE 131B TLT 132A GREEN ROOM 131C PE STORAGE 107A MECH 129 TLT 135 GAS METER A-421 C1 A2 A-333 MIT OFFICE 132B 4' - 0" 21' - 2"92' - 10"20' - 4"46' - 10"71' - 1" 37' - 11 1/2" 14' - 3" 37' - 11 1/2" 4' - 5" 95' - 7" 12' - 6"18' - 1"11' - 5"7' - 6"12' - 4"8' - 11"7' - 8" 3 UNITS 4' - 1 3/8" 2.2 95' - 6" D.4 58' - 8"8' - 0" 6222 4 A4 6222 4 37' - 0"11' - 5"24' - 5"12' - 5"11' - 11"5' - 11" 1' - 2" 16' - 0"16' - 0"14' - 5" GYM VESTIBULE 112 COMMUNITY STOR 114 TLT 113A GYM OFFICE 113 112.1 114 113 115 COMMONS STORAGE 127 KILN 123.2 123.1 117 128 126 129 132B 132 131.1 131.2 131B 135 133 136.1134.1 136A.2 136A.1 134A.2134A.1 134.2 6111 6 A4 6011 6 6011 6 6022 6 A-259 B3 B2 B1 B4A-259C1 C2 C3 C4 A-261 C6 A-261 C2 A-261 D2 D1 D3 D4 D5 D6 C1 C4 C3 C5 A-261B4 B5 A4 A5 A-413 A6 A-262 E2 A-262 B1 C2 C1 C6 E1 D1 D2 A-262 A1 B6 B4 A2 A-262 A6 A3 A4 A5 A-415 D5 A-415 C5 C1 1" / 12" X64 6 X64 6 A-261 E5 OPH E4OPH E2 OPH E1 OPH GENERATOR DSDSDS DS DSDS A-521 A5 6010 4 115 A-261 D2OPH D4 OPH D3 OPH D1 OPH 6011 4 A4 S021 6\4 A4 S021 6\4 A4 S021 6\4 08 33 13 OVERHEAD COILING DOOR (EXTENDS TO FLOOR) 6021 6 A4 S021 6\4 A4 6011 4 S021 6\4 A4 S021 6\4 A4 S021 6\4 S021 6\4 A4 6021 6 A4 6011 4 6022 6 A4 X64 6 S021 6\4 A4 6011 4 6011 6 1X67 6 X65 6 1X66 6 CARD READER ACCESS A-421 E3 A-264C1 C2 C3 C4 A-264C5 C6 B1 B2 A-263 D2 A-263 A2 A3A1 A4 D3 D4 D1 LC (M SCI) 136 A-422 E1 A-422 E3 A-422 E5 FS FS FS 127 FE A-221B D1 A4 A-333 A4 A-332 A-221B A2 A-221B B3 A-221B A1 A-221B B2 A-221B B1 A-221B E4 A-221B E5 A-221B D6 6 1/4 UNITS 8' - 4" 4 3/4 UNITS 6' - 4" 4 UNITS 5' - 4"3' - 10" 2' - 4" 2' - 0" 2 1/2 UNITS 3' - 4" 45 1/2 UNITS 60' - 8" 2 1/2 UNITS 3' - 4" 18 UNITS 24' - 0" 4 1/2 UNITS 6' - 0" 9 1/2 UNITS 12' - 10" 19' - 1" 3 3/4 UNITS 5' - 0" 12 UNITS 16' - 0" 6 1/4 UNITS 8' - 6" 12 UNITS 16' - 0" 3 1/2 UNITS 4' - 8"3' - 10"22' - 10" HALLWAY MUSIC 120 MECH STAIR S2 TLT 116 TLT 118A TLT 118B TLT 118C A-415 E6 A-264 B3 113A KITCHEN 117 3.4 1.2 118A 118B 118C 120.1 123.1 121.1 123.2 121.2 121B.1121B.2 122 107A 116.16 116.15 116.14 116.13 116.12 116.11 116.10 116.09 116.02 116.01 116.03 116.04 116.05 116.06 116.07 116.08 112.2 107.5 25' - 0 3/4" SM GROUP 131A 140.2 131A 132A 136.2 13 3/4 UNITS 18' - 4" 3 1/4 UNITS 4' - 5 1/4" 3 1/4 UNITS 4' - 3 5/8" 17' - 4" 14' - 4" 34 3/4 UNITS 46' - 4" 4' - 0 3/4" 1 UNIT 7 13/16"1 1/2 UNITS 2' - 9 13/16" 14 1/4 UNITS 19' - 1 5/8" 140.1 PARENT ROOM 132 A2 A-334 A4 A-334 14' - 8 3/4" 1 HR FIRE RATED 4' - 0" 1 HR FIRE RATED 1' - 1" PROTECTED OPENING 3/4" HOUR 6151 6 6151 6 C9151 6 C9151 6 C9151 6 6151 6 6151 6 C9151 6 1X67 6 X63 6 CLEAR 7' - 3 7/8" D6022 4 A4 24' - 9"30' - 5"11' - 9"30' - 4" 37' - 5" 10' - 8 3/4" 8' - 0" 8' - 0" 10' - 8" 19' - 11"8' - 3"13' - 0"6' - 7"12' - 7" 6' - 1" 8' - 11" 16' - 11" 7' - 11" 6' - 5" 10' - 8" 9' - 8" 20' - 3" 11' - 5" CLEAR 6' - 0" 8' - 9" 30' - 9" 9' - 2" 44' - 8" 7' - 7" 9' - 9" 7' - 10" 14' - 10" 13' - 8" 29' - 7" 10' - 5"37' - 0"1' - 8" 31' - 8"12' - 3"3' - 5"10' - 7" 8' - 9" 1' - 4" 3' - 5" 10' - 10" 6' - 5" 10' - 10"11' - 6" 1' - 10" 21' - 10"4' - 5"40' - 1"14' - 11"5' - 5"7' - 1" 6021 4 D6022 4 D6022 4 A4 D6022 4 A4 MUSIC STOR 122A 122A 16' - 2" 4' - 7" CLEAR 1' - 10" 2' - 6" CLEAR 7' - 4" 7' - 7" 6' - 4 1/2" 11' - 10"29' - 5" 14' - 10" 10' - 1" 15' - 4" 6011 4 6011 4 7' - 8" 4' - 3" 10' - 4" 26' - 7" 17' - 2" 11' - 11 1/2" 27' - 1" 6011 4 11' - 2" 1" 16' - 6" 2' - 0"2' - 0" 36' - 6" 3' - 11" 8' - 1" 9' - 2" 16' - 11" 6' - 3" 66' - 0" 34' - 2" S021 6\4 11' - 9" 2' - 0" 5' - 0"2' - 5" 18' - 5" 2' - 7" 6' - 9" 12' - 6" 1' - 7" 10' - 7" 6011 4 B2 1' - 7" 2' - 4" D6011 44' - 8" 6' - 11" 7' - 0" 7' - 0" 1' - 4" 5' - 6" 7' - 6" 1' - 4" 1' - 11" 1' - 7" 124D.1 10 22 26 FOLDING PANEL PARTITION 12 22 16 STAGE CURTAIN 12 22 16 STAGE CURTAIN 6011 4 B2 6011 4 A4 6011 4 B2 6011 4 A4 D6022 4 A4 D6022 4 A4 D6022 4 A4 D6022 4 A4 6011 4 6011 4 B2 6011 4 6011 4 6011 4 6011 4 6011 4 6011 4 6011 4 B2 6011 8 6011 4 6011 4 6011 4 6011 4 D6011 4 6011 4 B2 6011 6 6011 4 6011 4 6011 4 6011 6 C9151 6 6011 4 6011 4 6010 4 0X64 6 6011 4 6011 4 B2 6011 4 6011 4 6011 4 6011 4 6011 4 NORTH 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION ZONE KEYPLAN B C1 C2 D1 D2 D3 A 1/ 6 / 2 0 1 7 4 : 2 1 : 1 2 P M C: \ ~ R e v i t L o c a l F i l e s \ 2 0 1 5 9 1 3 - M A D - A r c h - V 1 6 _ e m c g u i r e @ m ah l u m . c o m . r v t MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 2015913.00 DM AD/EM BUILDING PERMIT 09 JANUARY 2017 FLOOR PLAN - ZONE B A-121B 1/8" = 1'-0"A1 FLOOR PLAN - ZONE B LC (P) 301 LC (I) 305 LC (I) 505 LC (P) 501 MECH 304 MECH 504 SEE A1/A-121B X63 6 X63 6 X64 6 6 6 8 8 10 10 12 12 A D B C A5 A-341 A1 A-342 LC TLT 301AB LC TLT 301AA LC CIRC / STORAGE 301AIDF 303A ELEC 303 LC CIRC / STORAGE 501A IDF 503A ELEC 503 CARD READER ACCESS SM GROUP SM GROUP SM GROUP SM GROUP SM GROUPSM GROUPSM GROUPSM GROUP 304 303 301A.2 301A.1 305.2 501.1 505.1 501.2 505.2 A-221C A1 A-221D C1 A4 A-342 LC TLT 301AC 301.2 A3 A-341 61' - 0"40' - 0"61' - 0" EQ EQ EQ EQ 37' - 11 1/2" 14' - 3" 37' - 11 1/2" 305.1 12' - 0" 301.1 504 301AA 301AB 301AC 303A 304A 501A.1 501AC 501AB 501AA 503A 503 LC TLT 501AC LC TLT 501AB LC TLT 501AA A-265 C4OPH E2 OPH D1 OPH E4 OPH A-265 C4SIM E2 SIM D1 SIM E4 SIM A-265 C4SIM E2 SIM D1 SIM E4 SIM A-265 E2 OPH D1 OPH E4 OPH 501A.2 A-265 C4 A-415 B5 A-415 B5 A-221C B1 A-221C E1 A-521 A5 DS DS X64 6 X63 6 X64 6 S061 6\4 A4 6011 3 S065 6\4 A4 6010 4 A4 6011 4 B2 D6061 6/4 A4 S061 6\4 A4 S061 6\4 A4 X63 6 S061 6\4 A4 S061 6\4 A4 6011 4 B2 D6061 6/4 A4 6010 4 6010 4 6010 4 6010 4 6010 4 6010 4 8' - 3"8' - 3"8' - 3" FE AED6" PIPE, TYP. A-221C E1 A-221C C1 A-221C A1 SIM SIM A-221C B1 OPH 39 UNITS 52' - 0" 39 UNITS 52' - 0" 39 UNITS 52' - 0" 39 UNITS 52' - 0"G-6 G-7 G-8G-9 A-265 C1 A-265 C1 A-265 C1 A-265 C1 6011 4 6010 4 6010 4 6010 4 6010 4 6011 4 6011 4 6010 4 6010 4 6011 4 6010 4 6010 4 6011 4 S061 6\4 A4 6011 4 6011 4 B2 6011 4 6010 4 6011 4 6011 4 6010 4 6010 4 6010 4 NORTH 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION ZONE KEYPLAN B C1 C2 D1 D2 D3 A 1/ 6 / 2 0 1 7 4 : 2 1 : 1 7 P M C: \ ~ R e v i t L o c a l F i l e s \ 2 0 1 5 9 1 3 - M A D - A r c h - V 1 6 _ e m c g u i r e @ m ah l u m . c o m . r v t MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 2015913.00 DM AD/EM BUILDING PERMIT 09 JANUARY 2017 FLOOR PLAN - ZONE C A-121C 1/8" = 1'-0"A1 FLOOR PLAN - ZONE C LC (I) 407 LC (M) 201 LC (P) 603 LC (K) 203 LC (K) 208 LC (P) 403 LC (M) 602 LC (I) 607 MECH 206 A-411 A1 A-411 A4 A-411 C1 IDF 405A ELEC 405 MECH 606 MECH 406 IDF 205A LC CIRC / STORAGE 203D ELEC 205 LC CIRC / STORAGE 403A SEE A1/A-121A A-265 D2 S061 6\4 A4 S061 6\4 A4 S061 6\4 A4 S061 6\4 A4 X64 6 S061 6\4 A4 S061 6\4 A4 S061 6\4 A4 X64 6 A-265 D4 E4 E2 A-265E1 A-265 A3 A1 B3 B1 D1 5 7 119 1413 E F H L J SEE A1/A-121C CARD READER ACCESS SM GROUP SM GROUP SM GROUP 601A SM GROUP 601B LC CIRC 601C LC (M) 601 LC (DHH) 402 LC (DHH) 401 SM GROUP 401A SM GROUP 401B LC CIRC 401C LC (M) 202 SM GROUP 201A SM GROUP 201B M TLT 201CB LC CIRC 201C SM GROUPSM GROUP SM GROUP SM GROUP LC (DHH PK/K) 204 LC (K) 207 LC CIRC / STORAGE 603A IDF 605A ELEC 605 406 405 201CA 603A.1 603A.2 401CA 601CA 203B.2 203A.2 207B.2 207A.2 203D.1 203D.2 401.2 402.2 203A.1 207A.1 201C.2 403.1 407.2407.1 206 205 601.2 602.2 603.2603.1 607.1 607.2 SM GROUP SM GROUP SM GROUP 203A SM GROUP 203B SM GROUP 207A SM GROUP 207B K RESOURCE ROOM A-266 D3 D1 E3 E1 A-221D C1 A-221D E1 A-416 D5 A-417 D5 A-416 C5 LC TLT 403AB MS T L T 201CA 201CB DH H T L T 401CA 401CB MS TLT 601CB 601CB K TLT 203DC K TLT 203C 203C K TLT 203DA K TLT 203DB 203DA 203DB 203DC S061 6\4 A4 25' - 0"25' - 0" 5' - 6" 40' - 6" 37' - 11" 15' - 5 1/2" 37' - 11 1/2" EQ EQ EQEQ 10' - 0" 40' - 6" 37' - 11" 15' - 5 1/2" 37' - 11 1/2" EQ EQ EQEQ 1' - 0" 25' - 0"25' - 0"10' - 0" 131' - 10" EQEQ 25' - 0"10' - 0"25' - 0" 61' - 0"40' - 0"61' - 0"40' - 0"61' - 0" 207B.1 606 12' - 0" 12' - 0" 12' - 0" 207 203 201.2 201.1 401.1 402.1 602.1601.1 D6061 6/4 A4 6011 4 B2 S065 6\4 A4 6010 4 S021 6\4 A4 S021 6\4 201C.1 201B.2 201A.2201A.1 201B.1 203B.1 205A DHH TLT 401CB 605 603AA 603AB 603AC 605A 403A.1 403A.2 403AA 403AB 403AC 405A 406ALC TLT 403AA LC TLT 403AC MS T L T 601CA LC TLT 603AA LC TLT 603AB LC TLT 603AC A-265 A3 OPH A1 OPH B3OPH B1 OPH A-265 A3 SIM B1 SIM B3SIM A1 SIM A-265 A3 OPH A1 OPH B3OPH B1 OPH A-265 A3 SIM B1 SIM B3SIM A1 SIM A-265 A3 OPH A1 OPH B3OPH B1 OPH A-266D1 OPH E1 OPH A-265 D4 E2D1 E4 A-265 D4SIM E2 SIM D1 SIM E4 SIM A-265 D4SIM E2 SIM D1 SIM E4 SIM A-266C1A-266E1 OPH C1 OPH A-266 E3SIM E1 SIM 403.2 208 A-416 E4 E2 E1 E3 A-417 D5 A-416 D5 A-416 D5 A-416D1 D2 D3 D4 A-221D E1 A-221D E1 A-221D B1 A-221D B1 A-266 C3 DS DS DS A-521 A5 204 202.2 202.1 A-265 B5 A5 A4B4 A-265 B5 SIM A4 SIM A5SIM B4 SIM A-265 B5 SIM A4 SIM A5SIM B4 SIM A-265 B5OPH B4 OPH A5 OPH A4 OPH A-265 B5 SIM A4 SIM A5SIM B4 SIM A-265 B5OPH B4 OPH A5 OPH A4 OPH A-265 B5 SIM A4 SIM A5SIM B4 SIM A-265 B5OPH B4 OPH A5 OPH A4 OPH A-265 B5OPH B4 OPH A5 OPH A4 OPH A-265 B5OPH B4 OPH A5 OPH A4 OPH X64 6 X63 6 S021 6\4 S021 6\4 D6061 6/4 A4 6011 4 S061 6\4 A4 X63 6 X64 6 S061 6\4 A4 S061 6\4 A4 S021 6\4 D6011 4 B2 S021 6\4 A4 S021 6\4 A4 S021 6\4 A4 S021 6\4 A4 6011 4 X63 6 X63 6 X64 6 X63 6 X63 6 S061 6\4 A4 D6061 6/4 D6061 6/4 A4 6011 4 S061 6\4 A4 6010 4 6010 4 6010 4 6010 4 6010 4 6010 4 6010 4 6010 4 X64 6 S021 6\4 A4 6011 4 S021 6\4 S065 6\4 A4 CARD READER ACCESS 8' - 3"8' - 3"8' - 3"8' - 3"6" PIPE, TYP. A-221D B1 SIMSIM SIMSIM A-221D A1 606A OPH 39 UNITS 52' - 0" 39 UNITS 52' - 0" 39 UNITS 52' - 0" 39 UNITS 52' - 0" 39 UNITS 52' - 0" 39 UNITS 52' - 0" A-415A5 A-415 A6A-416 A5 A-416 A3 A2 A1 A4 A-416B1 B2 B3 B4 G-4 G-5 A-265 C1 A-265 C1 A-265 C1 A-265 C1 S021 6\4 A4 S021 6\4 A4 S021 6\4 A4 6011 4 6010 4 6010 4 6011 4 6010 4 6011 4 6010 4 S061 6\4 A4 6011 4 S061 6\4 A4 6011 4 B2 6011 4 6011 4 6011 4 B2 6011 4 6010 4 6011 4 6010 4 S021 6\4 A4 S021 6\4 A4 S021 6\4 A4 6011 4 6010 4 6010 4 6011 4 B2 6011 4 B2 6010 4 6010 4 D6011 4 B2 S021 6\4 B2 6010 4 6011 4 6010 4 6011 4 6010 4 401A.1 401B.1 401C.1 401C.2 401B.2 401A.2 601A.1 601B.1 601B.2 601A.2 601C.2601C.1 NORTH 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION ZONE KEYPLAN B C1 C2 D1 D2 D3 A 1/ 6 / 2 0 1 7 4 : 2 1 : 2 5 P M C: \ ~ R e v i t L o c a l F i l e s \ 2 0 1 5 9 1 3 - M A D - A r c h - V 1 6 _ e m c g u i r e @ m ah l u m . c o m . r v t MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 2015913.00 DM AD/EM BUILDING PERMIT 09 JANUARY 2017 FLOOR PLAN - ZONE D A-121D 1/8" = 1'-0"A1 FLOOR PLAN - ZONE D DN B1 A-312 B1 A-312 C1 A-312 C1 A-312 2 G C.2 OPEN TO GYM BELOW A1 A-323 D.4 B5 A-421 A-421 C1 A-421 C3 C2 G-031 4' - 0 " MECHANICAL UNIT NORTH 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION ZONE KEYPLAN 1/ 6 / 2 0 1 7 5 : 1 1 : 1 9 P M C: \ ~ R e v i t L o c a l F i l e s \ 2 0 1 5 9 1 3 - M A D - A r c h - V 1 6 _ e m c g u i r e @ m ah l u m . c o m . r v t MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 2015913.00 DM AD/EM BUILDING PERMIT 09 JANUARY 2017 FLOOR PLAN - MECHANICAL LEVEL A-122 1/8" = 1'-0"A5 FLOOR PLAN - MECHANICAL LEVEL SEE 1/A-141B SEE 1/A-141B SEE 1/A-141C SEE 1/A-141A SEE 1/A-141A SEE 1/A-141D SEE 1/A-141D SEE 1/A-141C 1 2 2 3 3 4 6 5 7 119 1413 8 10 12 A D E E F H L L K G F.8 C.2 J B C 1" / 12" 1" / 12" SKYLIGHT - TYP. SKYLIGHT - TYP. RIDGERIDGERIDGE OPEN TO COURTYARD OPEN TO COURTYARD RIDGE RIDGE 1.1 1.1 2.3 2.3 A.3 D.5 RIDGE RIDGE RIDGE RIDGE A-221B D1 A-221B B4 A-221B A4 A-221C C1 A-221C E1 A-221C A1 A-221B E1 A-221A E1 A-221A C1 A-221D C1 A-221A B2 A-221D A1 A-221D E1 DASHED LINE INDICATES BUILDING FOOTPRINT DASHED LINE INDICATES BUILDING FOOTPRINT DASHED LINE INDICATES BUILDING FOOTPRINT DASHED LINE INDICATES BUILDING FOOTPRINT 2.2 F.9 D.4 1" / 12" 1 1/2" / 12" 1 1/2" / 12" 1 1/2" / 12" 1" / 12" 1 1/2" / 12" 1" / 12" 1" / 12" 1 1/2" / 12" 1" / 12" 1 1/2" / 12" 1 1/2" / 12" 1" / 12" 1" / 12" 1" / 12" 1" / 12" SKYLIGHT - TYP. ROOF ACCESS HATCH TO MECHANICAL LEVEL OPEN TO COURTYARD DS DS DS DS DS DS DS DS DS DSDSDSDS DS DSDS 2 HR FIRE WALL SEPARATION AND SEISMIC JOINT (SEE STRUCTURAL) 1' HR ASSEMBLY AT DECKING A-221C B1 A-221D B1 OPEN TO COURTYARD 7' - 0"7' - 0" 11' - 6" 2' - 6" 7' - 0"7' - 0"7' - 0" 2' - 6" 7' - 0"7' - 0"7' - 0"7' - 0"7' - 0"7' - 0" 2' - 6" 4' - 9 1/8" 4' - 9 1/4" 11' - 7" 1' - 9 1/2" 2' - 0" 6' - 6 1/8"4' - 0" A-221A B4 A-221A E5 A-221B A2 A-221B B3 A-221B A1 A-221B B2 A-221B B1 A-221B E4 A-221B E5 A-221B D6 A-221A B1 2' - 6" 7' - 6" 2' - 6" 2' - 6" 2' - 6" 7' - 6" 2' - 6" 2' - 6" 2' - 6" 11' - 6" 6" 2' - 6" 11' - 6" 11' - 6" 6" 11' - 6" 11 1/8" 11' - 6 3/8" 4' - 4 1/4" 10' - 6 1/8" 2' - 6" 4 1/4" 21' - 11 1/4" 9 1/4" 4' - 8 5/8" A-221A A1 3.41.2 A-615 14 LEGEND 2 HOUR FIRE WALL SOLAR READY ZONE 1 HOUR FIRE RATING NORTH 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION ZONE KEYPLAN B C1 C2 D1 D2 D3 A 1/ 6 / 2 0 1 7 4 : 2 1 : 3 8 P M C: \ ~ R e v i t L o c a l F i l e s \ 2 0 1 5 9 1 3 - M A D - A r c h - V 1 6 _ e m c g u i r e @ m ah l u m . c o m . r v t MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 2015913.00 DM AD/EM BUILDING PERMIT 09 JANUARY 2017 ROOF PLAN - OVERALL A-131 1/16" = 1'-0"A1 ROOF PLAN - OVERALL SEE 1/A-141B 1 2 3 E F H L K G F.8 J 1.1 2.3 D.5 A1 A-333 A1 A-321 A3 A-321 A3 A-322 A-221A C1 A-221A B2 A3 A-323 A4 A-323 4X4 SKY- LIGHT 4X4 SKY- LIGHT 4X4 SKY- LIGHT 4X4 SKY- LIGHT ROOFTOP VENTILATOR (SEE MECH) CONDENSING UNIT (SEE MECH) RIDGE RIDGE 1" / 12" RIDGE OPEN TO COURTYARD OPEN TO COURTYARD DASHED LINE INDICATES BUILDING FOOTPRINT A5 A-322 A5 A-331 A6 A-323 A1 A-323 A3 A-332 A4 A-321 A2 A-333 2.2 F.9 D.4 4X4 SKY- LIGHT 4X4 SKY- LIGHT A2 A-321 4X4 SKY- LIGHT 4X4 SKY- LIGHT 4X4 SKY- LIGHT 4X4 SKY- LIGHT 4X4 SKY- LIGHT 4X4 SKY- LIGHT 4X4 SKY- LIGHT 1" / 12" 1 1/2" / 12" 1" / 12" 1" / 12" 1" / 12" 1" / 12" 1" / 12" DS DS DS DS DS B2 A-531 TYP D1 A-531 TYP 11 14 00 FALL ARREST LIFELINE 11 14 00 FALL ARREST ANCHOR ROOF SCUPPER TO RAIN GARDEN BELOW TROUGH TROUGH TROUGH TROUGH TROUGH TROUGH B5 A-421 .. TAPERED INSULATION .. A-221A E1 TROUGH . . A-221D E1 A4 A-333 A-221A B4 A-221A E5 A-221B A2 A-221A B1 A-221A A1 A1 A-421 3.4 4' - 0" 4' - 6" 15' - 0" C2 G-031 4' - 0" 4' - 0"11' - 0" D5 A-322 BO MTL DECK 129' - 1 1/2" BO SHTHG 111' - 9 1/2" BO MTL DECK 126' - 5" BO MTL DECK 123' - 3" BO SHTHG 114' - 0" BO SHTHG 112' - 3" BO SHTHG 111' - 9 1/2" BO SHTHG 122' - 10" BO SHTHG 121' - 9 3/4" SEE A2/A-531 MIN. 3" X 4-1/4" LEADER (IBC TABLE 1106.3 ) MIN. 3" X 5" GUTTER (IBC TABLE 1106.6 ) MIN. 3 1/2" X 4" LEADER (IBC TABLE 1106.3 ) MIN. 4.5" X 6" GUTTER (IBC TABLE 1106.6 ) MIN. 3 1/2" X 4" LEADER (IBC TABLE 1106.3 ) MIN. 4.5" X 6" GUTTER (IBC TABLE 1106.6 ) MIN. 3 1/2" X 4" LEADER (IBC TABLE 1106.3 ) MIN. 4.5" X 6" GUTTER (IBC TABLE 1106.6 ) MIN. 3 1/2" X 4" LEADER (IBC TABLE 1106.3 ) MIN. 4.5" X 6" GUTTER (IBC TABLE 1106.6 ) DS DS DSTROUGH TROUGH BO SHTHG 115' - 6" LEGEND 2 HOUR FIRE WALL SOLAR READY ZONE 1 HOUR FIRE RATING NORTH 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION ZONE KEYPLAN B C1 C2 D1 D2 D3 A 1/ 6 / 2 0 1 7 4 : 2 1 : 4 4 P M C: \ ~ R e v i t L o c a l F i l e s \ 2 0 1 5 9 1 3 - M A D - A r c h - V 1 6 _ e m c g u i r e @ m ah l u m . c o m . r v t MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 2015913.00 DM AD/EM BUILDING PERMIT 09 JANUARY 2017 ROOF PLAN - ZONE A A-141A 1/8" = 1'-0"1 ROOF PLAN - ZONE A SEE 1/A-141C SEE 1/A-141A 1 2 3 4 5 A D C.2 B C 1.1 2.3 A.3 D.5 A1 A-333 A-221B B4 A-221B A4 A3 A-331 4X4 SKY- LIGHT ROOFTOP VENTILATOR (SEE MECH) ROOFTOP VENTILATOR (SEE MECH) 4X8 SKYLIGHT ROOFTOP VENTILATOR (SEE MECH) CONDENSING UNIT (SEE MECH) RIDGE RIDGE 1" / 12" DASHED LINE INDICATES BUILDING FOOTPRINT A5 A-331 A3 A-332 A1 A-332 A1 A-331 A2 A-333 2.2 D.4 4X4 SKY- LIGHT 4X4 SKY- LIGHT 4X4 SKY- LIGHT 4X4 SKY- LIGHT 1 1/2" / 12" 1 1/2" / 12" 1 1/2" / 12" 1" / 12" 1" / 12" 1" / 12" DS DSDS 07 72 00 ROOF ACCESS HATCH TO MECHANICAL LEVEL D1 A-531 TYP D1 A-531 TYP B2 A-531 TYP ROOFTOP VENTILATOR (SEE MECH) ROOFTOP VENTILATOR (SEE MECH) ROOFTOP VENTILATOR (SEE MECH) 2 HR FIRE WALL SEPARATION TO UNDER SIDE OF ROOF SHEATHING AND SEISMIC JOINT 1' HR FIRE TREATED SHEATHING 11 14 00 FALL ARREST ANCHOR 11 14 00 FALL ARREST LIFELINE ROOF SCUPPER TO RAIN GARDEN BELOW TROUGH TROUGH TROUGH CRICKET AND ROOF CURB (TYP) B5 A-421A-221B E1 A-221B D1 .. . . A4 A-333 A4 A-332 A-221B A2 A-221B B3 A-221B A1 A-221B B2 A-221B B1 A-221B E4 A-221B E5 A-221B D6 A1 A-421 3.41.2 A2 A-334 A4 A-334 C2 G-031 4' - 0" 4' - 0" 4' - 0"4' - 0" 4' - 0" 4' - 0" 4' - 0"4' - 0" 4' - 0" 4' - 0" 11' - 0" 4X4 SKY- LIGHT 4X4 SKY- LIGHT 4X4 SKY- LIGHT 4X4 SKY- LIGHT 4X4 SKY- LIGHT BO SHTHG 122' - 10" BO SHTHG 121' - 9 3/4" BO SHTHG 114' - 0 1/4" DSDSDS DS DS SEE A2/A-531 A4 A-342 SIM. BO SHTHG 111' - 9 3/4" BO SHTHG 116' - 2 1/4" MIN. 3" DIAMETER LEADER (IBC TABLE 1106.3 ) SEE A5/A-531 - MIN. 3" X 5" GUTTER (IBC TABLE 1106.6 ) MIN. 4" X 5" LEADER (IBC TABLE 1106.3 ) SEE A5/A-531 - MIN. 5" X 8" GUTTER (IBC TABLE 1106.6 ) MIN. 3" X 4-1/4" LEADER (IBC TABLE 1106.3 ) MIN. 3" X 5" GUTTER (IBC TABLE 1106.6 ) LEGEND 2 HOUR FIRE WALL SOLAR READY ZONE 1 HOUR FIRE RATING NORTH 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION ZONE KEYPLAN B C1 C2 D1 D2 D3 A 1/ 6 / 2 0 1 7 4 : 2 1 : 5 0 P M C: \ ~ R e v i t L o c a l F i l e s \ 2 0 1 5 9 1 3 - M A D - A r c h - V 1 6 _ e m c g u i r e @ m ah l u m . c o m . r v t MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 2015913.00 DM AD/EM BUILDING PERMIT 09 JANUARY 2017 ROOF PLAN - ZONE B A-141B 1/8" = 1'-0"1 ROOF PLAN - ZONE B SEE 1/A-141B 6 7 119 13 8 10 12 A D E B C A5 A-341 A1 A-342 A-221C A1 4X8 SKYLIGHT 4X8 SKYLIGHT 4X8 SKYLIGHT 4X8 SKYLIGHT 4X8 SKYLIGHT 4X8 SKYLIGHT 4X8 SKYLIGHT 4X8 SKYLIGHT CONDENSING UNIT (SEE MECH) CONDENSING UNIT (SEE MECH) OPEN TO COURTYARD OPEN TO COURTYARD OPEN TO COURTYARD DASHED LINE INDICATES BUILDING FOOTPRINT A4 A-342 DASHED LINE INDICATES BUILDING FOOTPRINT A3 A-341 1 1/2" / 12" 1" / 12" 1 1/2" / 12" 1" / 12" 1/2" / 12" 1" / 12" 1" / 12" OPEN TO COURTYARD DS B2 A-531 TYP B2 A-531 TYP 11 14 00 FALL ARREST LIFELINE 11 14 00 FALL ARREST LIFELINE ROOF ACCESS ANCHOR EXPANSION JOINT (TYP) EXPANSION JOINT (TYP) EXPANSION JOINT (TYP) ROOF SCUPPER TO RAIN GARDEN BELOW ROOF SCUPPER TO RAIN GARDEN BELOW ROOF SCUPPER TO RAIN GARDEN BELOWROOF SCUPPER TO RAIN GARDEN BELOW TROUGH TROUGH TROUGH TROUGH 11 14 00 FALL ARREST ANCHOR 11 14 00 FALL ARREST ANCHOR A-221C E1 A-221C B1 A-221C C1 .... .... . A-221C E1 A-221C B1 SIM SIM .. .. DSDSDS SEE A2/A-531 SEE A2/A-531 SEE A2/A-531 SEE A2/A-531 MIN. 3" DIAMETER LEADER (IBC TABLE 1106.3 ) SEE A5/A-531 BO SHTHG 111' - 9 3/4" BO SHTHG 116' - 2 1/4" BO SHTHG 111' - 9 3/4" BO SHTHG 111' - 9 3/4" BO SHTHG 116' - 2 1/4" BO SHTHG 111' - 9 3/4" - MIN. 3" X 5" GUTTER (IBC TABLE 1106.6 ) MIN. 3" DIAMETER LEADER (IBC TABLE 1106.3 ) SEE A5/A-531 - MIN. 3" X 5" GUTTER (IBC TABLE 1106.6 ) MIN. 3" X 4-1/4" LEADER (IBC TABLE 1106.3 ) MIN. 3" X 5" GUTTER (IBC TABLE 1106.6 ) MIN. 3" X 4-1/4" LEADER (IBC TABLE 1106.3 ) MIN. 3" X 5" GUTTER (IBC TABLE 1106.6 ) MIN. 3" X 4-1/4" DOWNSPOUT (IBC TABLE 1106.3 ) MIN. 4.5" X 6" GUTTER (IBC TABLE 1106.6 ) LEGEND 2 HOUR FIRE WALL SOLAR READY ZONE 1 HOUR FIRE RATING NORTH 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION ZONE KEYPLAN B C1 C2 D1 D2 D3 A 1/ 6 / 2 0 1 7 4 : 2 1 : 5 4 P M C: \ ~ R e v i t L o c a l F i l e s \ 2 0 1 5 9 1 3 - M A D - A r c h - V 1 6 _ e m c g u i r e @ m ah l u m . c o m . r v t MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 2015913.00 DM AD/EM BUILDING PERMIT 09 JANUARY 2017 ROOF PLAN - ZONE C A-141C 1/8" = 1'-0"1 ROOF PLAN - ZONE C SEE 1/A-141A 6 5 7 119 1413 8 10 12 E F H J A-221D C1 A-221D E1 4X8 SKYLIGHT 4X8 SKYLIGHT 4X8 SKYLIGHT 4X8 SKYLIGHT 4X8 SKYLIGHT 4X8 SKYLIGHT 4X8 SKYLIGHT 4X8 SKYLIGHT 4X8 SKYLIGHT 4X8 SKYLIGHT 4X8 SKYLIGHT 4X8 SKYLIGHT 4X8 SKYLIGHT 4X8 SKYLIGHT 4X8 SKYLIGHT 4X8 SKYLIGHT 4X8 SKYLIGHT 4X8 SKYLIGHT CONDENSING UNIT (SEE MECH) RIDGE RIDGE RIDGE OPEN TO COURTYARD OPEN TO COURTYARD OPEN TO COURTYARD CONDENSING UNIT (SEE MECH) CONDENSING UNIT (SEE MECH) 1" / 12" 1 1/2" / 12" 1" / 12" 1 1/2" / 12" 1" / 12" 1 1/2" / 12" 1/2" / 12" OPEN TO COURTYARD DS DS DS B2 A-531 TYP 11 14 00 FALL ARREST LIFELINE EXPANSION JOINT (TYP) EXPANSION JOINT (TYP) ROOF SCUPPER TO RAIN GARDEN BELOW ROOF SCUPPER TO RAIN GARDEN BELOWROOF SCUPPER TO RAIN GARDEN BELOW ROOF SCUPPER TO RAIN GARDEN BELOW TROUGH TROUGH TROUGH TROUGH TROUGH TROUGH ROOF ACCESS ANCHOR07 72 00 LADDER ANCHOR FOR ROOF ACCESS 11 14 00 FALL ARREST ANCHOR A-221D A1 A-221D B1 ...... ...... A-221D B1 A-221D E1 A-221D B1 A-221D E1 SIM SIM SIM SIM .. A-615 14 SEE A2/A-531 SEE A2/A-531 SEE A2/A-531 SEE A2/A-531 BO SHTHG 111' - 10" BO SHTHG 118' - 4" BO SHTHG 111' - 9 3/4" MIN. 3" X 4-1/4" DOWNSPOUT (IBC TABLE 1106.3 ) MIN. 4.5" X 6" GUTTER (IBC TABLE 1106.6 ) MIN. 3" X 4-1/4" DOWNSPOUT (IBC TABLE 1106.3 ) MIN. 4.5" X 6" GUTTER (IBC TABLE 1106.6 ) MIN. 3" X 4-1/4" LEADER (IBC TABLE 1106.3 ) MIN. 4.5" X 6" GUTTER (IBC TABLE 1106.6 ) MIN. 3" X 4-1/4" LEADER (IBC TABLE 1106.3 ) MIN. 4.5" X 6" GUTTER (IBC TABLE 1106.6 ) MIN. 3" X 4-1/4" LEADER (IBC TABLE 1106.3 ) MIN. 4.5" X 6" GUTTER (IBC TABLE 1106.6 ) LEGEND 2 HOUR FIRE WALL SOLAR READY ZONE 1 HOUR FIRE RATING NORTH 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION ZONE KEYPLAN B C1 C2 D1 D2 D3 A 1/ 6 / 2 0 1 7 4 : 2 2 : 0 0 P M C: \ ~ R e v i t L o c a l F i l e s \ 2 0 1 5 9 1 3 - M A D - A r c h - V 1 6 _ e m c g u i r e @ m ah l u m . c o m . r v t MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 2015913.00 DM AD/EM BUILDING PERMIT 09 JANUARY 2017 ROOF PLAN - ZONE D A-141D 1/8" = 1'-0"1 ROOF PLAN - ZONE D RCP GENERAL NOTES A. LIGHT FIXTURES AND ELECTRICAL EQUIPMENT SHOWN FOR LOCATION AND ORIENTATION ONLY. REFER TO ELECTRICAL DRAWINGS FOR QUANTITIES AND ALL ADDITIONAL INFORMATION. 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 COMPLY WITH APPLICABLE CODES AND ORDINANCES IN FORCE AT TIME OF CONSTRUCTION. D. CENTER ALL LIGHTS, EQUIPMENT, SIGNS ETC, U.N.O. E. CENTER ACOUSTICAL CEILING TILE IN ROOM U.N.O. KEYNOTESRCP MATERIAL LEGEND CEILING TYPE AND HEIGHT FROM FINISH FLOOR EXTENT OF SOFFIT VENT. SEE SOFFIT DETAILS ACCESS PANEL SEE PLAN FOR LOCATION AND SIZE C SECURITY CAMERA OCUPANCY SENSOROC PHOTO ELECTRONIC SENSOR PE RETURN - CEILING DIFFUSERS & GRILLES SUPPLY - CEILING DIFFUSERS & GRILLES RCP SYMBOL LEGEND 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 ACT-1 9' - 2" OPEN TO STRUCTURE ABOVE SEE A1/A-121B SEE A1/A-121B SEE A1/A-121C SEE A1/A-121A SEE A1/A-121A SEE A1/A-121D SEE A1/A-121D SEE A1/A-121C GYM ORCH LC (I) LC (M) LC (P) LC (P) LC (K) LC (K) LC (P) LC (M) COMMONS LC (I) LC (I) LIBRARY LC (I) LC (P) LC (DHH) MECH MECHLC CIRC / STORAGE MECH KITCHEN BAND MUSIC PRACTICE RISERS PRACTICE RECEPTION OFFICE COT ROOM STAFF LOUNGE PROF. DEVELOPMENT WORK ROOM HEALTH CLINIC LEARNING SUPPORT P. OFFICE A.P. OFFICE OFFICE MGR CONFERENCE DEAN OF STUDENTS LOBBY TLT HALLWAY GYM INST STOR HALLWAY ADMIN PRACTICE MUSIC OFFICE / STOR DRY STOR ELEC TLT CUST CUSTODIAL / RECIEVING MECH MECH IDF ELEC DHH REC / INTERPRET DHH OFFICE DHH OFFICE HALLWAY GYM HALLWAY COMMONS COUNSELOR HALLWAY LIBRARY HALLWAY MUSIC LC CIRC / STORAGE IDF ELEC F. RISER MECH STAIR TLT SECURITY ENTRANCE LC (DHH)LC (DHH) SERVERY SCI PREP SM GROUP LC CIRC / STORAGE IDF ELEC LC TLT LC TLT LC CIRC / STORAGE IDF ELEC DEN TLT TLT HALLWAY DEN IDF LC CIRC LC CIRCLC CIRC OFFICE/ WORKROOM 1 2 2 3 3 4 6 5 7 119 1413 8 10 12 A A D E F H L KK GG F.8 C.2 J B C SM GROUPSM GROUP SM GROUP SM GROUP SM GROUP SM GROUP SM GROUPSM GROUP SM GROUP LC (M) SM GROUP SM GROUP SM GROUP LC CIRC / STORAGE IDF ELEC SM GROUP SM GROUP SM GROUPSM GROUP SM GROUPSM GROUP SM GROUP SM GROUP SM GROUP SM GROUP 1.1 1.1 2.3 2.3 A.3 D.5 BOILER/MECH 9WOOD CEILING AS ADD. ALTERNATE 06.1 TO MATCH COMMONS 9WOOD CEILING AS ADD. ALTERNATE 06.3 TO MATCH COMMONS A4 A-323 A6 A-323 OPEN TO ACOUSTIC DECK/STRUCTURE ABOVE 2.2 2.2 F.9 D.4 TLT AIR INTAKE LOUVER SEE MECHANICAL AIR INTAKE LOUVER SEE MECHANICAL AIR INTAKE LOUVER SEE MECHANICAL DS DS DS DS DS DS DS DS DS DSDSDSDS DS DSDS 3.4 1.2 1.2 C2 G-031 9WOOD CEILING AS ADD. ALTERNATE 06.2 TO MATCH COMMONS WALK-IN FREEZER PE STORAGE MUSIC STOR TLTTLTTLTTLT GYM OFFICE TLT COMMUNITY STOR RAMP GYM VESTIBULE OTPT AUDIO / DHH SLP DHH PSYCH / COUNS SLP MECH STAIR ELEC RECORD STORAGE LEARNING SUPPORT LEARNING SUPPORT LEARNING SUPPORT LC (K) K RESOURCE ROOM SM GROUP SM GROUP SM GROUP K TLT LC CIRC SM GROUP LC (M SCI) PARENT ROOMMECH MIT OFFICE TLT HALLWAY CUST COMMONS STORAGE SM GROUP MDF TLT BOOK STORAGE GREEN ROOM LC (M) ADDITIONAL STRUCTURE REQUIRED FOR CEILING SUSPENDED EQUIPMENT IN OTPT NORTH 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION ZONE KEYPLAN B C1 C2 D1 D2 D3 A 1/ 6 / 2 0 1 7 4 : 2 2 : 1 5 P M C: \ ~ R e v i t L o c a l F i l e s \ 2 0 1 5 9 1 3 - M A D - A r c h - V 1 6 _ e m c g u i r e @ m ah l u m . c o m . r v t MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 2015913.00 DM AD/EM BUILDING PERMIT 09 JANUARY 2017 REFLECTED CEILING PLAN - OVERALL A-151 1/16" = 1'-0"B1 REFLECTED CEILING PLAN - OVERALL B1 A-312 B1 A-312 C1 A-311 C1 A-311 SEE B1/A-161B A1 A-312 A1 A-312 B1 A-311 B1 A-311 RISERS HALLWAY GYM 100D GYM 107 RECEPTION OFFICE 101 COT ROOM 101D STAFF LOUNGE 101P PROF. DEVELOPMENT 101T WORK ROOM 101M HEALTH CLINIC 101B LEARNING SUPPORT 102 P. OFFICE 101S A.P. OFFICE 101R OFFICE MGR 101C CONFERENCE 101A DEAN OF STUDENTS 101E LOBBY 100A TLT 101DA HALLWAY ADMIN 101U TLT 101H CUST 101MA DHH REC / INTERPRET 101Q DHH OFFICE 101L DHH OFFICE 101N HALLWAY GYM 100E HALLWAY COMMONS 100C COUNSELOR 103 SECURITY ENTRANCE 100 DEN 104 TLT 104A TLT 106 HALLWAY DEN 100B IDF 101F 1 2 3 E F H L K G F.8 J 1.1 2.3 D.5 A1 A-333 A1 A-321 A3 A-321 A3 A-322 AUDIO / DHH SLP 110 SLP 108 DHH PSYCH / COUNS 109 OTPT 111 VESTIBULE COMMONS 100F A3 A-323 A4 A-323 AWC-1 11' - 2" AFF ACT-1 11' - 2" AFF ACT-2 9' - 2" AFF ACT-1 11' - 2" AFF ACT-1 11' - 2" AFF ACT-1 9' - 2" AFF ACT-2 9' - 2" AFF ACT-2 9' - 2" AFF GYP 8' - 0" AFF ACT-2 9' - 2" AFF ACT-2 11' - 2" AFF GYP 8' - 0" AFF GYP 9' - 2" AFF ACT-2 9' - 2" AFF ACT-2 9' - 2" AFF ACT-2 9' - 2" AFF ACT-2 9' - 2" AFF GYP 9' - 2" AFF AWC-1 11' - 2" AFF MOTORIZED ROLLER SHADES AT COMMONS A5 A-322 ACT-2 11' - 2" AFF GYP 12' - 0" AFF A5 A-331 A6 A-323 A1 A-323 RECORD STORAGE 101K ELEC 101G A3 A-332 GYP 11' - 2" AFF A4 A-321 TLT 101J GYP 8' - 0" AFF GYP 8' - 0" AFF GYP 8' - 0" AFF GYP 8' - 0" AFF ACT-2 9' - 2" AFF A2 A-333 ACT-2 9' - 2" AFF ACT-2 9' - 2" AFF ACT-2 9' - 2" AFF ACT-2 9' - 2" AFF ACT-2 9' - 2" AFF ACT-2 9' - 2" AFF GYP 11' - 2" AFF GYP 11' - 2" AFF GYP 11' - 2" AFF GYP 11' - 2" AFF GYP 11' - 2" AFF GYP 11' - 2" AFF GYP 9' - 2" AFF ACT-2 9' - 2" AFF ACT-2 9' - 2" AFF GYP 7' - 2" AFF ACT-2 9' - 2" AFF GYP 7' - 2" AFF GYP 7' - 2" AFF GYP 11' - 2" AFF 2.2 F.9 D.4 A2 A-321 GYP 11' - 2" AFF 08 31 00 ACCESS DOOR" 08 31 00 ACCESS DOOR" 08 31 00 ACCESS DOOR" 08 31 00 ACCESS DOOR" DS DS DS DS DS B5 A-421 A4 A-333 A1 A-421 GYP 8' - 0" AFF GYP 11' - 2" AFF RAMP 112A 3.4 GYP 7' - 2" AFF 6' - 1 1/16" 6' - 1" C2 G-031 1 HR FIRE RATED 11' - 0" MIN. 1 HOUR FIRE RATED 11' - 0" MIN. MIN. 1 HOUR 4' - 0" 2 HR FIRE WALL ABOVE D5 A-322 1 HR SOFFIT AND WALL AS PER IBC 1107.3 GYP 11' - 2" AFF GYP 8' - 0" AFF TLT 105 LEARNING SUPPORT 102A LEARNING SUPPORT 102B TLT 116 SLOPE GYM VESTIBULE 112 OPEN TO ACOUSTIC DECK AND STRUCTURE GYP 11' - 2" AFF -1' - 4" AFF RCP GENERAL NOTES A. LIGHT FIXTURES AND ELECTRICAL EQUIPMENT SHOWN FOR LOCATION AND ORIENTATION ONLY. REFER TO ELECTRICAL DRAWINGS FOR QUANTITIES AND ALL ADDITIONAL INFORMATION. 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 COMPLY WITH APPLICABLE CODES AND ORDINANCES IN FORCE AT TIME OF CONSTRUCTION. D. CENTER ALL LIGHTS, EQUIPMENT, SIGNS ETC, U.N.O. E. CENTER ACOUSTICAL CEILING TILE IN ROOM U.N.O. KEYNOTESRCP MATERIAL LEGEND CEILING TYPE AND HEIGHT FROM FINISH FLOOR EXTENT OF SOFFIT VENT. SEE SOFFIT DETAILS ACCESS PANEL SEE PLAN FOR LOCATION AND SIZE C SECURITY CAMERA OCUPANCY SENSOROC PHOTO ELECTRONIC SENSOR PE RETURN - CEILING DIFFUSERS & GRILLES SUPPLY - CEILING DIFFUSERS & GRILLES RCP SYMBOL LEGEND 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 ACT-1 9' - 2" OPEN TO STRUCTURE ABOVE NORTH 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION ZONE KEYPLAN B C1 C2 D1 D2 D3 A 1/ 6 / 2 0 1 7 4 : 2 2 : 2 4 P M C: \ ~ R e v i t L o c a l F i l e s \ 2 0 1 5 9 1 3 - M A D - A r c h - V 1 6 _ e m c g u i r e @ m ah l u m . c o m . r v t MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 2015913.00 DM AD/EM BUILDING PERMIT 09 JANUARY 2017 REFLECTED CEILING PLAN - ZONE A A-161A 1/8" = 1'-0"B1 REFLECTED CEILING PLAN - ZONE A C1 A-311 C1 A-311 C1 A-312 C1 A-312 SEE B1/A-161C SEE B1/A-161A B1 A-311 B1 A-311 ORCH 123 COMMONS 115 LIBRARY 131 LC (DHH) 134 KITCHEN 117 BAND 121 MUSIC 122 PRACTICE 121C RISERS PRACTICE 121B INST STOR 124 PRACTICE 121A BOILER/MECH 125 MUSIC OFFICE / STOR 121D DRY STOR 117B CUSTODIAL / RECIEVING 126 HALLWAY LIBRARY 140B HALLWAY MUSIC 120 F. RISER 125A MECH STAIR S2 SERVERY 115A SCI PREP 136A SM GROUP 134A HALLWAY GYM 100E OFFICE/ WORKROOM 1 2 3 4 5 A D C.2 B C 1.1 2.3 A.3 D.5 A1 A-333 HALLWAY CUST 130 WALK-IN FREEZER 117A ELEC 128 OTPT 111 VESTIBULE COMMONS 100F A3 A-331 GYP 9' - 2" AFF ACT-4 14' - 0" AFF ACT-2 9' - 2" AFF ACT-2 8' - 0" AFF ACT-4 11' - 2" AFF ACT-4 11' - 2" AFF ACT-2 9' - 2" AFF ACT-2 11' - 2" AFF ACT-1 9' - 2" AFF ACT-2 9' - 2" AFF GYP 8' - 0" AFF GYP 9' - 2" AFF ACT-1 9' - 2" AFF ACT-1 11' - 2" AFF ACT-1 9' - 2" AFF ACT-1 9' - 2" AFF ACT-2 9' - 2" AFF GYP 8' - 0" AFF ACT-3 11' - 2" AFF GYP 11' - 2" AFF SLOPE AWC-1 ACT-2 11' - 2" AFF SLOPE GYP SLOPE GYP SLOPE GYP GYP 11' - 2" AFF ACT-4 OPEN GRID AWP-2 PANELS IN BETWEEN JOISTS AWP-2 PANELS IN BETWEEN JOISTS ACT-2 11' - 2" AFF GYP 12' - 0" AFF A5 A-331 A3 A-332 A1 A-332 A1 A-331 PE STORAGE 107A MECH 129 PARENT ROOM 132 TLT 132A BOOK STORAGE 131B GREEN ROOM 131CMDF 133 TLT 135 GYP 8' - 0" AFF A2 A-333 GYP 7' - 2" AFF 2.2 D.4 MIT OFFICE 132B ACT-2 9' - 2" AFF 08 31 00 ACCESS DOOR" 08 31 00 ACCESS DOOR" DSDSDS DS DSDS 2 HR FIRE WALL AND SEISMIC JOINT (SEE STRUCTURAL) 08 33 13 OVERHEAD COILING DOOR (EXTENDS TO FLOOR) B5 A-421 GYP 11' - 2" AFF A4 A-333 A4 A-332 ACT-2 9' - 2" AFF GYP 8' - 0" AFF GYP 8' - 0" AFF GYP 11' - 2" AFF COMMONS STORAGE 127 GYP 7' - 2" AFF LC (M SCI) 136 GYP 11' - 2" AFF GYP 11' - 2" AFF GYP 11' - 2" AFF ACT-2 11' - 2" AFF GYP 11' - 2" AFF GYP 8' - 0" AFF GYP 8' - 0" AFF COMMUNITY STOR 114 GYM OFFICE 113 TLT 113A RAMP 112A GYP 9' - 2" AFF GYP 8' - 0" AFF 3.4 1.2 GYP 9' - 2" AFF A2 A-334 6' - 1 1/16" 6' - 1" A4 A-334 C2 G-031 1 HR FIRE RATED 11' - 0" MIN. 1 HOUR FIRE RATED 11' - 0" MIN. MIN. 1 HOUR 4' - 0" 2 HR. FIRE RATED CEILING ASSEMBLY ABOVE LAY-IN CEILING 2 HR FIRE WALL ABOVE S02 9' - 2" AFF1 HR SOFFIT AND WALL AS PER IBC 1107.3 TLT 116 SLOPE GYM VESTIBULE 112 GYP 11' - 2" AFF C03 11' - 2" AFF C03 11' - 2" AFF C03 11' - 2" AFF C03 11' - 2" AFF GYP 8' - 0" AFF GYP 8' - 0" AFF -1' - 4" AFF SM GROUP 131A ACT-2 9' - 2" AFF ACT-2 9' - 2" AFF RCP GENERAL NOTES A. LIGHT FIXTURES AND ELECTRICAL EQUIPMENT SHOWN FOR LOCATION AND ORIENTATION ONLY. REFER TO ELECTRICAL DRAWINGS FOR QUANTITIES AND ALL ADDITIONAL INFORMATION. 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 COMPLY WITH APPLICABLE CODES AND ORDINANCES IN FORCE AT TIME OF CONSTRUCTION. D. CENTER ALL LIGHTS, EQUIPMENT, SIGNS ETC, U.N.O. E. CENTER ACOUSTICAL CEILING TILE IN ROOM U.N.O. KEYNOTESRCP MATERIAL LEGEND CEILING TYPE AND HEIGHT FROM FINISH FLOOR EXTENT OF SOFFIT VENT. SEE SOFFIT DETAILS ACCESS PANEL SEE PLAN FOR LOCATION AND SIZE C SECURITY CAMERA OCUPANCY SENSOROC PHOTO ELECTRONIC SENSOR PE RETURN - CEILING DIFFUSERS & GRILLES SUPPLY - CEILING DIFFUSERS & GRILLES RCP SYMBOL LEGEND 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 ACT-1 9' - 2" OPEN TO STRUCTURE ABOVE NORTH 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION ZONE KEYPLAN B C1 C2 D1 D2 D3 A 1/ 6 / 2 0 1 7 4 : 2 2 : 3 2 P M C: \ ~ R e v i t L o c a l F i l e s \ 2 0 1 5 9 1 3 - M A D - A r c h - V 1 6 _ e m c g u i r e @ m ah l u m . c o m . r v t MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 2015913.00 DM AD/EM BUILDING PERMIT 09 JANUARY 2017 REFLECTED CEILING PLAN - ZONE B A-161B 1/8" = 1'-0"B1 REFLECTED CEILING PLAN - ZONE B A1 A-311 A1 A-311 SEE B1/A-161B D1 A-312 D1 A-312 LC (P) 301 LC (I) 305 LC (I) 505 LC (P) 501 MECH 504 MECH 304 LC CIRC / STORAGE 301A IDF 303A ELEC 303 LC TLT 301AA LC TLT 301AB LC CIRC / STORAGE 501A IDF 503A ELEC 503 LC (M) 201 LC (DHH) 401 LC (DHH) 402 6 7 119 13 8 10 12 A D E B C A5 A-341 A1 A-342 SM GROUP 201A SM GROUP 201B SM GROUP 401A SM GROUP 401B SM G R O U P SM G R O U P SLOPE GYP SLOPE GYP SLOPE GYP SLOPE GYP SLOPE GYP SLOPE GYP SLOPE GYP SLOPE GYP SLOPE GYP SLOPE GYP SLOPE GYP SLOPE GYP SLOPE GYP SLOPE GYP SLOPE GYP SLOPE GYP SLOPE GYP SLOPE GYP SLOPE GYP SLOPE GYP ACT-1 9' - 2" AFFGYP 9' - 0" AFF GYP 9' - 2" AFF GYP 9' - 2" AFF ACT-1 9' - 2" AFF GYP 9' - 2" AFF GYP 9' - 2" AFF GYP 9' - 2" AFF GYP 9' - 2" AFF ACT-1 9' - 2" AFF GYP 8' - 0" AFF ACS-1 9' - 2" AFF ACS-1 9' - 2" AFF GYP 9' - 2" AFF GYP 9' - 2" AFF ACT-1 9' - 2" AFF ACT-1 9' - 2" AFFGYP 9' - 0" AFF GYP 9' - 2" AFF GYP 9' - 2" AFF GYP 9' - 2" AFF GYP 9' - 2" AFF GYP 9' - 2" AFF GYP 9' - 2" AFF GYP 9' - 2" AFF GYP 9' - 2" AFF GYP 9' - 2" AFF GYP 9' - 2" AFF ACT-1 9' - 2" AFF GYP 9' - 2" AFF GYP 9' - 2" AFF ACT-1 9' - 2" AFF ACT-1 9' - 2" AFFGYP 8' - 0" AFF MANUAL ROLLER SHADES, TYP A4 A-342 ACT-1 9' - 2" AFF ACT-1 9' - 2" AFFGYP 9' - 2" AFF ACS-1 9' - 2" AFF ACS-1 9' - 2" AFFGYP 7' - 2" AFF GYP 7' - 2" AFF GYP 7' - 2" AFF ACT-1 9' - 2" AFF ACT-1 9' - 2" AFFGYP 9' - 0" AFF A3 A-341 AIR INTAKE LOUVER SEE MECHANICAL 08 31 00 ACCESS DOOR" 08 31 00 ACCESS DOOR"08 31 00 ACCESS DOOR" DS DS LC TLT 301AC LC TLT 501AC LC TLT 501AA LC TLT 501ABS01 9' - 2" AFF S02 9' - 2" AFF S01 9' - 2" AFF S02 9' - 2" AFF A1 A-531 SM G R O U P SM G R O U P SM G R O U P S M G R O U P SM G R O U P SM G R O U P ACS-1 9' - 2" AFF ACS-1 9' - 2" AFF ACS-1 9' - 2" AFF ACS-1 9' - 2" AFF GYP 7' - 2" AFF GYP 7' - 2" AFF GYP 7' - 2" AFF GYP 9' - 2" AFF GYP 7' - 2" AFF GYP 7' - 2" AFF GYP 9' - 2" AFF GYP 7' - 2" AFF GYP 7' - 2" AFF GYP 9' - 2" AFF GYP 7' - 2" AFF GYP 7' - 2" AFF GYP 9' - 2" AFF S02 9' - 2" AFF S02 9' - 2" AFF RCP GENERAL NOTES A. LIGHT FIXTURES AND ELECTRICAL EQUIPMENT SHOWN FOR LOCATION AND ORIENTATION ONLY. REFER TO ELECTRICAL DRAWINGS FOR QUANTITIES AND ALL ADDITIONAL INFORMATION. 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 COMPLY WITH APPLICABLE CODES AND ORDINANCES IN FORCE AT TIME OF CONSTRUCTION. D. CENTER ALL LIGHTS, EQUIPMENT, SIGNS ETC, U.N.O. E. CENTER ACOUSTICAL CEILING TILE IN ROOM U.N.O. KEYNOTESRCP MATERIAL LEGEND CEILING TYPE AND HEIGHT FROM FINISH FLOOR EXTENT OF SOFFIT VENT. SEE SOFFIT DETAILS ACCESS PANEL SEE PLAN FOR LOCATION AND SIZE C SECURITY CAMERA OCUPANCY SENSOROC PHOTO ELECTRONIC SENSOR PE RETURN - CEILING DIFFUSERS & GRILLES SUPPLY - CEILING DIFFUSERS & GRILLES RCP SYMBOL LEGEND 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 ACT-1 9' - 2" OPEN TO STRUCTURE ABOVE NORTH 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION ZONE KEYPLAN B C1 C2 D1 D2 D3 A 1/ 6 / 2 0 1 7 4 : 2 2 : 3 8 P M C: \ ~ R e v i t L o c a l F i l e s \ 2 0 1 5 9 1 3 - M A D - A r c h - V 1 6 _ e m c g u i r e @ m ah l u m . c o m . r v t MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 2015913.00 DM AD/EM BUILDING PERMIT 09 JANUARY 2017 REFLECTED CEILING PLAN - ZONE C A-161C 1/8" = 1'-0"B1 REFLECTED CEILING PLAN - ZONE C A1 A-311 A1 A-311 SEE B1/A-161A SEE B1/A-161C A1 A-312 LC (I) 407 LC (M) 201 LC (K) 203 LC (K) 208 LC (P) 403 LC (M) 602 LC (I) 607 MECH 606 LC CIRC / STORAGE 403A MECH 206 MECH 406 IDF 405A ELEC 405 LC CIRC / STORAGE 203D IDF 205A ELEC 205 LC (DHH) 401 LC (DHH) 402 LC CIRC 401C LC CIRC 601C LC CIRC 201C M TLT 201CB 6 5 7 119 1413 8 10 12 E F H J LC (M) 202 SM GROUP 201A SM GROUP 201B SM GROUP 401A SM GROUP 401B LC (M) 601 SM GROUP 601B SM GROUP 601A SM G R O U P SM G R O U P SM G R O U P SM G R O U P SM G R O U P SM G R O U P SM G R O U P SM G R O U P LC (K) 207 LC (DHH PK/K) 204 LC CIRC / STORAGE 603A IDF 605A ELEC 605 SM GROUP 203A SM GROUP 203B LC CIRC 205 K RESOURCE ROOM 207C SM GROUP 207B SM GROUP 207A SLOPE GYP SLOPE GYP SLOPE GYP SLOPE GYP SLOPE GYP SLOPE GYP SLOPE GYP SLOPE GYP SLOPE GYP SLOPE GYP SLOPE GYP SLOPE GYP SLOPE GYP SLOPE GYP SLOPE GYP SLOPE GYP SLOPE GYP SLOPE GYP SLOPE GYP SLOPE GYP GYP 9' - 2" AFF ACT-1 9' - 2" AFF GYP 9' - 2" AFF ACT-1 9' - 2" AFF ACT-1 9' - 2" AFF ACT-1 9' - 2" AFF GYP 8' - 0" AFF ACT-1 9' - 2" AFF ACT-1 9' - 2" AFF GYP 9' - 2" AFF GYP 9' - 2" AFF ACT-1 9' - 2" AFF ACT-1 9' - 2" AFF GYP 8' - 0" AFF ACT-1 9' - 2" AFF ACT-1 9' - 2" AFF GYP 9' - 2" AFF GYP 9' - 2" AFF GYP 9' - 2" AFF GYP 9' - 2" AFF GYP 9' - 2" AFF GYP 7' - 2" AFF GYP 9' - 2" AFF ACT-1 9' - 2" AFF GYP 9' - 2" AFF GYP 9' - 0" AFF GYP 9' - 2" AFF ACT-1 9' - 2" AFF ACS-1 9' - 2" AFF ACS-1 9' - 2" AFF ACS-1 9' - 2" AFF ACT-1 9' - 2" AFF ACT-1 9' - 2" AFF ACS-1 9' - 2" AFF GYP 9' - 0" AFF ACT-1 9' - 2" AFF ACT-1 9' - 2" AFF ACT-1 9' - 2" AFF GYP 8' - 0" AFF ACT-1 9' - 2" AFF ACT-1 9' - 2" AFF ACT-1 9' - 2" AFF GYP 7' - 2" AFF ACT-1 9' - 2" AFF ACT-1 9' - 2" AFF ACT-1 9' - 2" AFF GYP 9' - 2" AFF ACT-1 9' - 2" AFF GYP 9' - 2" AFF ACT-1 9' - 2" AFF GYP 8' - 0" AFF ACT-1 9' - 2" AFF ACT-1 9' - 2" AFF ACT-1 9' - 2" AFF ACT-1 9' - 2" AFF GYP 8' - 0" AFF ACT-1 9' - 2" AFF GYP 8' - 0" AFF GYP 7' - 2" AFF GYP 7' - 2" AFF GYP 9' - 2" AFF GYP 7' - 2" AFF ACS-1 9' - 2" AFF ACS-1 9' - 2" AFF ACT-1 9' - 2" AFF ACT-1 9' - 2" AFF ACS-1 9' - 2" AFF ACS-1 9' - 2" AFF GYP 9' - 0" AFF ACT-1 9' - 2" AFFACT-1 9' - 2" AFF GYP 7' - 2" AFF AIR INTAKE LOUVER SEE MECHANICAL AIR INTAKE LOUVER SEE MECHANICAL GYP 9' - 0" AFF GYP 9' - 0" AFF GYP 9' - 0" AFF GYP 9' - 0" AFF SLOPE GYP SLOPE GYP SLOPE GYP SLOPE GYP GYP 9' - 2" AFF GYP 9' - 2" AFF GYP 9' - 2" AFF GYP 9' - 2" AFF SLOPE GYP SLOPE GYP SLOPE GYP SLOPE GYP SLOPE GYP SLOPE GYP SLOPE GYP SLOPE GYP GYP 9' - 2" AFF GYP 9' - 2" AFF GYP 9' - 2" AFF GYP 9' - 2" AFF 08 31 00 ACCESS DOOR" 08 31 00 ACCESS DOOR"08 31 00 ACCESS DOOR" DS DS DS GYP 8' - 0" AFF MS TLT 201CA DHH TLT 401CB DHH TLT 401CA MS TLT 601CA MS TLT 601CB GYP 8' - 0" AFF GYP 7' - 2" AFF GYP 7' - 2" AFF GYP 7' - 2" AFF GYP 7' - 2" AFF GYP 8' - 0" AFF GYP 7' - 2" AFF GYP 8' - 0" AFF ACT-1 9' - 2" AFF ACT-1 9' - 2" AFF K TLT 203DA K TLT 203DC K TLT 203DB K TLT 203C S02 9' - 2" AFF S02 9' - 2" AFF S01 9' - 2" AFF S01 9' - 2" AFF S01 9' - 2" AFF SLOPE GYP SLOPE GYP SLOPE GYP SLOPE GYP GYP 7' - 2" AFF GYP 7' - 2" AFF GYP 9' - 2" AFF GYP 9' - 2" AFF GYP 9' - 2" AFF GYP 9' - 2" AFF GYP 9' - 2" AFF GYP 9' - 2" AFF GYP 7' - 2" AFF GYP 7' - 2" AFF GYP 9' - 2" AFF GYP 9' - 2" AFF LC (P) 603 GYP 8' - 0" AFF GYP 8' - 0" AFF GYP 7' - 2" AFF GYP 7' - 2" AFF GYP 7' - 2" AFF GYP 7' - 2" AFF GYP 8' - 0" AFF GYP 8' - 0" AFF GYP 7' - 2" AFF GYP 8' - 0" AFF GYP 8' - 0" AFF RCP GENERAL NOTES A. LIGHT FIXTURES AND ELECTRICAL EQUIPMENT SHOWN FOR LOCATION AND ORIENTATION ONLY. REFER TO ELECTRICAL DRAWINGS FOR QUANTITIES AND ALL ADDITIONAL INFORMATION. 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 COMPLY WITH APPLICABLE CODES AND ORDINANCES IN FORCE AT TIME OF CONSTRUCTION. D. CENTER ALL LIGHTS, EQUIPMENT, SIGNS ETC, U.N.O. E. CENTER ACOUSTICAL CEILING TILE IN ROOM U.N.O. KEYNOTESRCP MATERIAL LEGEND CEILING TYPE AND HEIGHT FROM FINISH FLOOR EXTENT OF SOFFIT VENT. SEE SOFFIT DETAILS ACCESS PANEL SEE PLAN FOR LOCATION AND SIZE C SECURITY CAMERA OCUPANCY SENSOROC PHOTO ELECTRONIC SENSOR PE RETURN - CEILING DIFFUSERS & GRILLES SUPPLY - CEILING DIFFUSERS & GRILLES RCP SYMBOL LEGEND 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 ACT-1 9' - 2" OPEN TO STRUCTURE ABOVE NORTH 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION ZONE KEYPLAN B C1 C2 D1 D2 D3 A 1/ 6 / 2 0 1 7 4 : 2 2 : 4 5 P M C: \ ~ R e v i t L o c a l F i l e s \ 2 0 1 5 9 1 3 - M A D - A r c h - V 1 6 _ e m c g u i r e @ m ah l u m . c o m . r v t MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 2015913.00 DM AD/EM BUILDING PERMIT 09 JANUARY 2017 REFLECTED CEILING PLAN - ZONE D A-161D 1/8" = 1'-0"B1 REFLECTED CEILING PLAN - ZONE D UPUPUPUPUP SEE A1/A-121B SEE A1/A-121B SEE A1/A-121C SEE A1/A-121A SEE A1/A-121A SEE A1/A-121D SEE A1/A-121D SEE A1/A-121C 1 2 3 4 65 7 119 141381012 A D E F H L K G F.8 C.2 J B C 1.1 2.3 A.3 D.5 2.2 F.9 D.4 3.4 1.2 FLOOR FINISHES 09 30 00 QT 09 30 00 CT-1 09 65 00 RF-1 09 68 13 AR-1 12 48 13 WOM-1 03 30 00 R-CONC 03 30 00 S-CONC 09 64 29 WD-1 NORTH 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION ZONE KEYPLAN 1/ 6 / 2 0 1 7 4 : 2 2 : 5 5 P M C: \ ~ R e v i t L o c a l F i l e s \ 2 0 1 5 9 1 3 - M A D - A r c h - V 1 6 _ e m c g u i r e @ m ah l u m . c o m . r v t MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 2015913.00 DM MG/EM BUILDING PERMIT 09 JANUARY 2017 FIRST FLOOR FINISH PLAN A-171 1/16" = 1'-0"A1 FINISH PLAN - ZONES GYM ROOF 130' - 0" TOP PLATE 110' - 0" B1 A-312 B1 A-312 C1 A-312 C1 A-312 LEVEL 01 98' - 0" A D LKGF.8 C.2BCA.3 D.5 F.9D.4 LEVEL 01.2 100' - 0" TOP PLATE 110' - 0" C1 A-311 C1 A-311 A1 A-311 A1 A-311 LEVEL 01 98' - 0" LEVEL 02 109' - 6" B1 A-311 B1 A-311 12346571191413810121.12.32.23.4 1.2 C2 G-031 LEVEL 01.2 100' - 0" TOP PLATE 110' - 0" A1 A-312 A1 A-312 D1 A-312 D1 A-312 ADEFHLJBC LEVEL 01.2 100' - 0" TOP PLATE 110' - 0" C1 A-311 C1 A-311 A1 A-311 A1 A-311 LEVEL 01 98' - 0" B1 A-311 B1 A-311 1 2 3 4 65 7 119 1413810121.1 2.32.2 3.41.2 C2 G-031 MATERIALS 08 45 00 INSULATED TRANSLUCENT POLYCARBONATE PANEL WALL-LIGHT SYSTEM 07 42 13 - MP-1 METAL WALL PANELS 07 46 46 HIGH DENSITY FIBER CEMENT BOARD 04 20 00 BRICK VENEER 07 42 13 - MP-2 METAL PLATE PANEL 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 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION ZONE KEYPLAN 1/ 6 / 2 0 1 7 4 : 2 3 : 0 6 P M C: \ ~ R e v i t L o c a l F i l e s \ 2 0 1 5 9 1 3 - M A D - A r c h - V 1 6 _ e m c g u i r e @ m ah l u m . c o m . r v t MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 2015913.00 DM AD/EM BUILDING PERMIT 09 JANUARY 2017 EXTERIOR ELEVATIONS A-211 1/16" = 1'-0"A1 NORTH ELEVATION 1/16" = 1'-0"B1 EAST ELEVATION 1/16" = 1'-0"C1 SOUTH ELEVATION 1/16" = 1'-0"D1 WEST ELEVATION LEVEL 01.2 100' - 0" TOP PLATE 110' - 0" A1 A-311 A1 A-311 LEVEL 01 98' - 0" B1 A-311 B1 A-311 34657119141381012 2.32.23.4 LEVEL 01.2 100' - 0" TOP PLATE 110' - 0" A1 A-312 A1 A-312 D1 A-312 D1 A-312 A D E F H LJ B C LEVEL 01.2 100' - 0" TOP PLATE 110' - 0" A1 A-311 A1 A-311 LEVEL 01 98' - 0" B1 A-311 B1 A-311 3 4 6 8 10 122.32.2 3.4 TOP PLATE 110' - 0" LEVEL 01 98' - 0" AD L K G F.8 C.2 BC A.3D.5F.9 D.4 MATERIALS 08 45 00 INSULATED TRANSLUCENT POLYCARBONATE PANEL WALL-LIGHT SYSTEM 07 42 13 - MP-1 METAL WALL PANELS 07 46 46 HIGH DENSITY FIBER CEMENT BOARD 04 20 00 BRICK VENEER 07 42 13 - MP-2 METAL PLATE PANEL 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 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION ZONE KEYPLAN 1/ 6 / 2 0 1 7 4 : 2 3 : 1 3 P M C: \ ~ R e v i t L o c a l F i l e s \ 2 0 1 5 9 1 3 - M A D - A r c h - V 1 6 _ e m c g u i r e @ m ah l u m . c o m . r v t MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 2015913.00 DM AD/EM BUILDING PERMIT 09 JANUARY 2017 EXTERIOR ELEVATIONS A-212 1/16" = 1'-0"C1 EAST ELEVATION - CIRCULATION 1/16" = 1'-0"D1 NORTH ELEVATION - LC 1/16" = 1'-0"A1 WEST ELEVATION - CIRCULATION 1/16" = 1'-0"B1 SOUTH ELEVATION - COURTYARD LEVEL 01.2 100' - 0" GYM ROOF 130' - 0" TOP PLATE 110' - 0" LEVEL 01 98' - 0" E F H LKGF.8 J D.5 A3 A-323 GYM CLERESTORY 118' - 0" SEE E1/A-221B F.9 D5 A-322 S7S8 S9 LEVEL 01.2 100' - 0" TOP PLATE 110' - 0" LEVEL 01 98' - 0" 3 2.3 A3 A-321 2.2 S21B EF-12 SEE M-005 S23B TOP PLATE 110' - 0" LEVEL 01 98' - 0" K G F.8F.9 DRINKING FOUNTAIN S26A S26B MATERIALS 08 45 00 INSULATED TRANSLUCENT POLYCARBONATE PANEL WALL-LIGHT SYSTEM 07 42 13 - MP-1 METAL WALL PANELS 07 46 46 HIGH DENSITY FIBER CEMENT BOARD 04 20 00 BRICK VENEER 07 42 13 - MP-2 METAL PLATE PANEL 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 LEVEL 01.2 100' - 0" TOP PLATE 110' - 0" LEVEL 01 98' - 0" G F.8 D.5 A1 A-321 S22 CU-01 SEE M-004 LEVEL 01.2 100' - 0" TOP PLATE 110' - 0" LEVEL 01 98' - 0" F.8 S24 LEVEL 01.2 100' - 0" TOP PLATE 110' - 0" LEVEL 01 98' - 0" K F.9 S2 LEVEL 01.2 100' - 0" GYM ROOF 130' - 0" TOP PLATE 110' - 0" LEVEL 01 98' - 0" 1 2 31.1 2.3 A3 A-322 A4 A-323 A5 A-322 A6 A-323 2.2 OPENING AT COURTYARD 20' - 5 1/4"20' - 0"22' - 8"23' - 4"23' - 4"9' - 0"23' - 10 1/4"22' - 10" 1.2 S3S3S1S4S5S4S6 CU-01 SEE M-004 SCU-07 SEE M-004 EF-11 SEE M-005 EF-12 SEE M-005 L2 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION ZONE KEYPLAN B C1 C2 D1 D2 D3 A 1/ 6 / 2 0 1 7 4 : 2 3 : 2 1 P M C: \ ~ R e v i t L o c a l F i l e s \ 2 0 1 5 9 1 3 - M A D - A r c h - V 1 6 _ e m c g u i r e @ m ah l u m . c o m . r v t MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 2015913.00 DM AD/EM BUILDING PERMIT 09 JANUARY 2017 EXTERIOR ELEVATIONS - ZONE A A-221A 1/8" = 1'-0"E1 NORTH ELEVATION - ZONE A 1/8" = 1'-0"C1 EAST ELEVATION - ZONE A 1/8" = 1'-0"B2 SOUTH ELEVATION - ZONE A GRIDS K/G/F 1/8" = 1'-0"B4 SOUTH ELEVATION - ZONE A GRIDS G/D 1/8" = 1'-0"E5 NORTH ELEVATION - ZONE A GRIDS F.7/F.8 1/8" = 1'-0"B1 SOUTH ELEVATION - ZONE A GRIDS K/F.9 1/8" = 1'-0"A1 WEST ELEVATION - ZONE A LEVEL 01.2 100' - 0" TOP PLATE 110' - 0" LEVEL 01 98' - 0" 123451.12.3 A3 A-331 SEE C1/A-221C 2.23.4 1.2 S10S11 S15 S13 S12 EF-08 SEE M-005 EF-01 SEE M-005 EF-02 SEE M-005 S14 LEVEL 01.2 100' - 0" TOP PLATE 110' - 0" LEVEL 01 98' - 0" D C.2 BC A.3 A1 A-332 A2 A-333 D.4 S18 S16 EF-06 SEE M-005 EF-05 SEE M-005 EF-08 SEE M-005 EF-02 SEE M-005 EF-01 SEE M-005 SCU-01 SEE M-004 LEVEL 01.2 100' - 0" TOP PLATE 110' - 0" LEVEL 01 98' - 0" 3 42.3 A1 A-333 A3 A-332 2.2 A4 A-333 3.4 S21B S19 EF-05 SEE M-005 EF-06 SEE M-005 S21A LEVEL 01.2 100' - 0" TOP PLATE 110' - 0" LEVEL 01 98' - 0" DC.2BCA.3 A1 A-331 SEE E1/A-221A D.4 S9 L1 MATERIALS 08 45 00 INSULATED TRANSLUCENT POLYCARBONATE PANEL WALL-LIGHT SYSTEM 07 42 13 - MP-1 METAL WALL PANELS 07 46 46 HIGH DENSITY FIBER CEMENT BOARD 04 20 00 BRICK VENEER 07 42 13 - MP-2 METAL PLATE PANEL 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 LEVEL 01.2 100' - 0" TOP PLATE 110' - 0" LEVEL 01 98' - 0" 1 1.1 4' - 2 13/16" LEVEL 01.2 100' - 0" TOP PLATE 110' - 0" LEVEL 01 98' - 0" 11.1 4' - 4 5/8" LEVEL 01.2 100' - 0" TOP PLATE 110' - 0" LEVEL 01 98' - 0" 1 1.1 3' - 11 7/8" LEVEL 01.2 100' - 0" TOP PLATE 110' - 0" LEVEL 01 98' - 0" A.3 LEVEL 01.2 100' - 0" TOP PLATE 110' - 0" LEVEL 01 98' - 0" A A.3 LEVEL 01.2 100' - 0" TOP PLATE 110' - 0" LEVEL 01 98' - 0" A LEVEL 01.2 100' - 0" GYM ROOF 130' - 0" TOP PLATE 110' - 0" 4 S17 LEVEL 01.2 100' - 0" TOP PLATE 110' - 0" LEVEL 01 98' - 0" DD.5 A2 A-333 S20 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION ZONE KEYPLAN B C1 C2 D1 D2 D3 A 1/ 6 / 2 0 1 7 4 : 2 3 : 3 3 P M C: \ ~ R e v i t L o c a l F i l e s \ 2 0 1 5 9 1 3 - M A D - A r c h - V 1 6 _ e m c g u i r e @ m ah l u m . c o m . r v t MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 2015913.00 DM AD/EM BUILDING PERMIT 09 JANUARY 2017 EXTERIOR ELEVATIONS - ZONE B A-221B 1/8" = 1'-0"D1 EAST ELEVATION - ZONE B 1/8" = 1'-0"B4 SOUTH ELEVATION - ZONE B 1/8" = 1'-0"A4 WEST ELEVATION - ZONE B 1/8" = 1'-0"E1 NORTH ELEVATION - ZONE B 1/8" = 1'-0"E4 WEST ELEVATION - ZONE B GRIDS 1/1.1 1/8" = 1'-0"D6 EAST ELEVATION - MUSIC HALLWAY ALCOVE 1/8" = 1'-0"E5 WEST ELEVATION - MUSIC HALLWAY ALCOVE 1/8" = 1'-0"B1 SOUTH ELEVATION - SERVICE YARD 1/8" = 1'-0"B2 NORTH ELEVATION - SERVICE YARD 1/8" = 1'-0"B3 SOUTH ELEVATION - MS DHH 1/8" = 1'-0"A1 WEST ELEVATION - MS SCI 1/8" = 1'-0"A2 SOUTH ELEVATION - COMMONS ENTRY LEVEL 01.2 100' - 0" TOP PLATE 110' - 0" 671191381012 A4 A-342 07 62 00 DOWNSPOUT RECESSED INTO BRICK 07 62 00 DOWNSPOUT RECESSED INTO BRICK SEE D1/A-221B S27 S28 S27 S28 SCU-03 SEE M-004 SCU-02 SEE M-004 EF-13 SEE M-005 EF-14 SEE M-005 S28 LEVEL 01.2 100' - 0" TOP PLATE 110' - 0" A DC.2BC A5 A-341 A3 A-341 S29 S31 EF-13/14 SEE M-005 SCU-02/03 SEE M-004 S30 S32 L3 SEE M-323 FOR LOUVER LOCATIONS LEVEL 01.2 100' - 0" TOP PLATE 110' - 0" ADBC SEE B1/A-221D S29 S31 EF-13/14 SEE M-005 SCU-02/03 SEE M-004 S30 S32 L3 SEE M-323 FOR LOUVER LOCATIONS LEVEL 01.2 100' - 0" TOP PLATE 110' - 0" 6 8 10 12 A1 A-342 07 62 00 DOWNSPOUT RECESSED INTO BRICK 07 62 00 DOWNSPOUT RECESSED INTO BRICK S27 S28 S27 S28 SCU-02 SEE M-004 EF-13 SEE M-005 SCU-03 SEE M-004 EF-14 SEE M-005 MATERIALS 08 45 00 INSULATED TRANSLUCENT POLYCARBONATE PANEL WALL-LIGHT SYSTEM 07 42 13 - MP-1 METAL WALL PANELS 07 46 46 HIGH DENSITY FIBER CEMENT BOARD 04 20 00 BRICK VENEER 07 42 13 - MP-2 METAL PLATE PANEL 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 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION ZONE KEYPLAN B C1 C2 D1 D2 D3 A 1/ 6 / 2 0 1 7 4 : 2 3 : 3 9 P M C: \ ~ R e v i t L o c a l F i l e s \ 2 0 1 5 9 1 3 - M A D - A r c h - V 1 6 _ e m c g u i r e @ m ah l u m . c o m . r v t MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 2015913.00 DM AD/EM BUILDING PERMIT 09 JANUARY 2017 EXTERIOR ELEVATIONS - ZONE C A-221C 1/8" = 1'-0"C1 EAST ELEVATION - ZONE C 1/8" = 1'-0"E1 NORTH ELEVATION - ZONE C 1/8" = 1'-0"B1 SOUTH ELEVATION - ZONE C 1/8" = 1'-0"A1 WEST ELEVATION - ZONE C LEVEL 01.2 100' - 0" TOP PLATE 110' - 0" E F H LJ S33 S38 S35 S30 S31 S36 SCU-04/05/06 SEE M-004 EF-15/16/17 SEE M-005 L3 SEE M-324 FOR LOUVER LOCATIONS LEVEL 01.2 100' - 0" TOP PLATE 110' - 0" LEVEL 01 98' - 0" 4657119141381012 SEE C1/A-221A S27 S28 S27 S28 S27 S28 SCU-06 SEE M-004 EF-17 SEE M-005 SCU-05 SEE M-004 EF-16 SEE M-005 SCU-04 SEE M-004 EF-15 SEE M-005 LEVEL 01.2 100' - 0" TOP PLATE 110' - 0" EFHLJ S40 S30 S31 S37 S38 S39 SCU-04/05/06 SEE M-004 EF-15/16/17 SEE M-005 L3 SEE M-324 FOR LOUVER LOCATIONS LEVEL 01.2 100' - 0" TOP PLATE 110' - 0" LEVEL 01 98' - 0" 4 65 7 119 141381012 07 62 00 DOWNSPOUT RECESSED INTO BRICK 07 62 00 DOWNSPOUT RECESSED INTO BRICK 07 62 00 DOWNSPOUT RECESSED INTO BRICK S27 S28 S27 S28 S27 S28 SCU-06 SEE M-004 EF-17 SEE M-005 SCU-05 SEE M-004 EF-16 SEE M-005 SCU-04 SEE M-004 EF-15 SEE M-005 MATERIALS 08 45 00 INSULATED TRANSLUCENT POLYCARBONATE PANEL WALL-LIGHT SYSTEM 07 42 13 - MP-1 METAL WALL PANELS 07 46 46 HIGH DENSITY FIBER CEMENT BOARD 04 20 00 BRICK VENEER 07 42 13 - MP-2 METAL PLATE PANEL 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 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION ZONE KEYPLAN B C1 C2 D1 D2 D3 A 1/ 6 / 2 0 1 7 4 : 2 3 : 4 7 P M C: \ ~ R e v i t L o c a l F i l e s \ 2 0 1 5 9 1 3 - M A D - A r c h - V 1 6 _ e m c g u i r e @ m ah l u m . c o m . r v t MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 2015913.00 DM AD/EM BUILDING PERMIT 09 JANUARY 2017 EXTERIOR ELEVATIONS - ZONE D A-221D 1/8" = 1'-0"E1 NORTH ELEVATION - ZONE D 1/8" = 1'-0"C1 EAST ELEVATION - ZONE D 1/8" = 1'-0"B1 SOUTH ELEVATION - ZONE D 1/8" = 1'-0"A1 WEST ELEVATION - ZONE D 10 28 00 SURFACE MOUNTED PAPER TOWEL DISPENSER OPERATING POINT 48" MAX 10 28 00 SOAP DISPENSER OPERATING POINT 26" 10 28 00 SEAT COVER DISPENSER AT SIDE WALL OPERATING POINT 48" MAX 10 28 00 SEAT COVER DISPENSER AT BACK WALL OPERATING POINT 26" 10 28 00 SANITARY NAPKIN DISPOSAL REFLECTIVE SURFACE 40" MAX BOTTOM OF 10 28 00 WASTE RECEPTACLE 42" MAX 27" MAX IF PROTRUDES > 4" FROM WALL OPERATING POINT 40" MAX 10 28 00 FEMININE HYGIENE DISPENSER 10 28 00 RECESSED PAPER TOWEL / WASTE RECEPTACLE OPERATING POINT 48" MAX OPERATING POINT 48" MAX DIV 22 TOILET GRAB BAR 35" T.O. 12" MAX 42" MIN 18" 10 28 00 TOILET PAPER DISPENSER 1 1/2" CLR OBJECTS 12" CLR TO PROTRUDING 18" MIN GRAB BAR 40" B.O. GRAB BAR 40" CL 56" MIN AT WALL MOUNTED DOOR UNDERCUT 4" MAX 6" 36" MIN 18" 12" MIN 24" MIN 60" MIN CLR DIV 22 TOILET DIV 22 LAVATORY OR KITCHEN SINK 34" MAX APRON CLR 29" MIN T.O. RIM OR COUNTER WHICH EVER IS HIGHER INSULATE EXPOSED HOT WATER AND DRAIN PIPES, TYP MIN 8" TOE CLR 6" MAX MIN 9"KNEE CLR 27" MIN 17" MIN EQ EQ 29" MIN CLR 34" MAX 30" MIN CLR DIV 22 LAVATORY OR KITCHEN SINK / 10 28 00 MIRROR 10 28 00 GRAB BARS PTD PTD/WR SD SC SCSN 10 28 00 GRAB BARS W/ REINFORCEMENT, TYP DIV 22 SINK DIV 22 SINK 10 28 00 MIRROR WR WALL FACE WALL FACE WALL FACE 54" MIN PROTRUDING OBJECTS 48" MAX 10 28 00 COAT HOOK 40" MIN, 42" MAX SHELF 40" MAX DIV 28 FIRE ALARM PULL STATION CONTROL HANDLE 48" MAX TO 10 44 00 FIRE EXTINGUISHER CABINET AT SPOUT 36" MAX DIV 22 DRINKING FOUNTAIN - AT ALCOVE ENVIRONMENTAL CONTROLS, ELECTRICAL AND COMMUNICATION 15" MIN LOWEST OPERABLE PART 27" MIN ACCESSIBLE WORKSPACE 29" MIN CLR 34" MAX 25" MAX FRONT LOAD LAUNDRY EQUIPMENT 611.4 (B) UNOBSTRUCTED REACH RANGE FOR CONTROLS (44" MAX IF OBSTRUCTED) ALL DIAGRAMS INDICATED ARE REFERENCED TO ICC/ANSI A117.1-2009. 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, AND USER CONTROLS FOR SECURITY OR INTERCOM SYSTEMS SHALL COMPLY WITH SECTION 309 OF ICC/ANSI A117.1 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 ICC/ANSI A117.1. (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) GENERAL NOTES: 1. 2. 3. 4. 48" MAX EQ EQ 10 28 00 COAT HOOK AT DOOR WALL FACE FEC 15" - 34" 48" MAX TOP LOAD LAUNDRY EQUIPMENT 611.4 (A) 36" MAX DIV 28 FIRE ALARM / STROBE DIV 26 LIGHT SWITCH ALIGN DEVICES ALONG CENTERLINE, TYP. DIV 27 EMERGENCY PHONE DIV 23 THERMOSTAT DIV 26 DOOR BELL DIV 11 EXHAUST HOOD SWITCH 48" MAX 80" - 96" MAX AFF ENVIRONMENTAL CONTROLS, ELECTRICAL AND COMMUNICATION DIV 26 ELECTRICAL OUTLET DIV 27 DATA 6" 44" MAXWORK SURFACE 36" DIV 27 POWER DOOR ACTUATOR 36" DIV 27 ACCESS CONTROL CARD READER TO HANDLE 44" MAX 10 28 00 BABY CHANGING STATION 48" MIN 60" MAX BRAILLE ROOM SIGNAGE EXTINGUISHERS W/ GROSS WEIGHT NOT EXCEEDING 40LBS INSTALLED W/ TOP AT MAX 60" AFF PER IVC 906.6 & NFPA 10 25" MAX TO FAUCET / SOAP AT FORWARD APPROACH - 11" MAX TO ELECTRONIC FAUCET / SOAP ACTIVATION 9" MIN CEILING - SEE RCP 6" MIN GRAB BAR 35" T.O. DIV 22 EMERGENCY EYEWASH 2' - 10" MAX T.O. SEAT ACCESSIBLE 17" 24" MIN WALL FACE WALL FACE ALL TLT RMS EXCEPT FOR 203C + 203DC MOUNTING HEIGHTS 26" 16" - 18" 48" MIN 30" MIN 60" MIN ACCESSIBLE CLEARANCES TOILET LAVATORY (WITH KNEE CLEARANCE) 48" MIN 30" MIN URINAL 15" MIN TO SPOUT 5" MAX FRONT APPROACH DRINKING FOUNTAIN TO SPOUT 3 1/2" MAX PARALLEL APPROACH DRINKING FOUNTAIN KITCHEN APPLIANCE CLEARANCES 48" MIN 30" MIN 40" MIN (60" MIN @ U-SHAPED KITCHENS) REFRIGERATOR REFR. SPEC TO MEET ANSI A117.1 SEC. 804.6.6 CLEARANCE BETWEEN ALL OPPOSING BASE CABINETS, COUNTER TOPS, APPLIANCES, OR WALLS WITHIN KITCHEN WORK AREAS LOWERED SINK 30" MIN 48" MIN19" MAX DISHWASHER DW 48" MIN 30" MIN 30" MIN 30" MIN 30" MIN 48" MIN W/ ADA SINK ADJACENT 60" MIN KIT SINK LOWERED COUNTER FRONT CONTROLS REQ'D FOR OVEN & COOKTOP RANGE & ACCESSIBLE WORKSPACE KNEE CLEARANCE 17" MIN KNEE DEPTH CLR. AT SINK 32" MIN 30" MIN 48" MIN ACCESSIBLE CLEARANCE AT POWER DOOR ACTUATOR DOOR ACTUATOR CLEARANCE OUTSIDE OF DOOR SWING 42" MIN 30" MIN 48" MIN 20" - 24" BACK SUPPORT AND SEAT CLEAR FLOOR SPACE AND SIZE BENCH 17" - 19" 18" MIN 2" MAX 2 1/2" MAX 20" - 24" BUILT-IN BENCH PLAN: BUILT-IN BENCH SECTION: 16" MIN 16" MIN 15" MIN - 36" MAX 56" MIN @ WALL MOUNTED 59" MIN @ FLOOR MOUNTED 30" MIN 48" MIN ACCESSIBLE COMPARTMENT TOE CLEARANCE 6" 6" AMBULATORY ACCESSIBLE COMPARTMENT 36" MIN 60" MIN 16" - 18" 42" MIN CLOCK 84" MOP RACK - LOCATE ON WALL OPPOSITE OF PLUMBING FIXTURE 60" MAX 18" DIV 22 SERVICE SINK 10 28 00 MOP RACK WALL FACE WALL PROTECTION 15" DIV 22 CHILDREN'S TOILET T.O. SEAT GRAB BAR 25" T.O. 12" MAX42" MIN 10 28 00 TOILET PAPER DISPENSER 18" MIN 41" 6" MAX 21"36" MIN 15" DIV 22 CHILDREN'S TOILET 10 28 00 GRAB BARS 10 28 00 GRAB BARS W/ REINFORCEMENT, TYP WALL FACE WALL FACE 54" MIN TLT RMS 203C + 203DC MOUNTING HEIGHTS 36" MAX FORWARD AND SIDE REACH RANGES - CHILDREN AGES 3 - 4 20" MIN 40" MAX FORWARD AND SIDE REACH RANGES - CHILDREN AGES 5 - 8 18" MIN 44" MAX FORWARD AND SIDE REACH RANGES - CHILDREN AGES 9 - 12 16" MIN GRAB BAR 31" B.O. 16" - 18" 60" MIN CHILDREN ACCESSIBLE CLEARANCES - AT WALL AND FLOOR MOUNT TOILETS 32" MIN 59" MIN9" 17"18" 38" NORTH 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION ZONE KEYPLAN 1/ 6 / 2 0 1 7 4 : 2 3 : 5 0 P M C: \ ~ R e v i t L o c a l F i l e s \ 2 0 1 5 9 1 3 - M A D - A r c h - V 1 6 _ e m c g u i r e @ m ah l u m . c o m . r v t MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 2015913.00 DM AD/EM BUILDING PERMIT 09 JANUARY 2017 ACCESSIBLE MOUNTING HEIGHTS AND DETAILS A-251 1/2" = 1'-0"B1 ACCESSIBLE MOUNTING HEIGHTS 3/8" = 1'-0"D3 REQUIRED CLEARANCES - PUBLIC 1/2" = 1'-0"D1 OTHER TYPICAL MOUNTING HEIGHTS 1/2" = 1'-0"A1 ACCESSIBLE MOUNTING HEIGHTS - CHILDREN 60" MIN 60" MIN TWO DOORS IN A SERIES 60" MIN DOOR WIDTH 48" MIN60" MIN DOOR WIDTH 48" MIN DOOR WIDTH THESE PICTOGRAPHS DO NOT DESCRIBE ALL CONDITIONS WHICH MAY BE ENCOUNTERED IN THE FIELD. THIS IS INTENDED AS A REFERENCE GUIDE FOR CODE REQUIREMENTS. SEE PLANS AND ELEVATIONS FOR SPECIFIC CONDITIONS TO APPLY THESE REQUIREMENTS. VERIFY QUESTIONS WITH ARCHITECT. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 8 POUNDS FOR EXTERIOR DOOR AND 5 POUNDS FOR INTERIOR DOORS. (WHEN ALLOWED BY THE APPROPRIATE ENFORCEMENT AGENCY, AT REQUIRED FIRE DOORS THE MAXIMUM EFFORT MAY BE INCREASED TO NOT EXCEED 15 POUNDS). HAND ACTIVATED HARDWARE SHALL BE CENTERED BETWEEN 30 AND 44 INCHES ABOVE THE FLOOR. LATCHING AND LOCKING DOORS THAT ARE HAND-ACTIVATED AND WHICH ARE IN A PATH OF TRAVEL SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE, PANIC BARS, PUSH-PULL ACTIVATING BARS, OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE. LOCKED EXIT DOORS SHALL OPERATE AS ABOVE IN EGRESS DIRECTION. SEC. 1132A.8. FOR HINGED DOORS, THE OPENING WIDTH SHALL BE MEASURED WITH THE DOOR POSITIONED AT AN ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION. SEC. 1126A.1, SEC 1132A.3 - 2 4. WHERE A PAIR OF DOORS IS UTILIZED, AT LEAST ONE OF THE DOORS SHALL PROVIDE A CLEAR, UNOBSTRUCTED OPENING WIDTH OF 32" WITH THE LEAF POSITIONED AT AN ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION. SEC. 1126A.1-3, SEC 1132A.3-5 5. THE FLOOR OR LANDING SHALL BE NOT MORE THAN 1/2" LOWER THAN THE THRESHOLD OF THE DOORWAY. SEC. 1126A.2.1 & FIG. 11A-81 6. EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. SLOPE WITHIN ALL DOOR CLEARANCES TO BE 1:48 MAX GENERAL DOOR NOTES: 1. 2. 3. 4. 5. 6. 7. 8. 18" MIN X > 8" 60" MIN MANEUVERING CLEARANCE AT RECESSED DOORS RECESSED DOORS - PULL SIDE RECESSED DOORS - PUSH SIDE 48" MIN X > 8" RECESSED DOORS - PUSH SIDE X > 8"48" MIN 12" MIN 48" MIN 22" MIN 42" MIN FRONT APPROACH POCKET OR HINGE APPROACH MANEUVERING CLEARANCE AT SLIDING & FOLDING DOOR 42" MIN STOP OR LATCH APPROACH 24" MIN MANEUVERING CLEARANCE AT MANUAL SWINGING DOORS FRONT APPROACH - PULL SIDE 18" MIN 48" MIN FRONT APPROACH - PUSH SIDE 12" MIN* 60" MIN HINGE APPROACH - PULL SIDE 36" MIN 54" MIN HINGE APPROACH - PULL SIDE 42" MIN 42" MIN**** FRONT APPROACH - PUSH SIDE 12" MIN*22" MIN 48" MIN** LATCH APPROACH - PULL SIDE 24" MIN 42" MIN*** FRONT APPROACH - PUSH SIDE 24" MIN * IF BOTH LATCH AND CLOSER ARE PROVIDED ** 54" MIN IF CLOSER IS PROVIDED *** 48" MIN IF CLOSER IS PROVIDED **** 48" MIN IF BOTH CLOSE & LATCH PROVIDED TYPICAL SYMBOLS APPROACH 60" DIA MIN WHEELCHAIR TURN-AROUND CIRCULAR 304.3 (A) 30" MIN 48" MIN WHEELCHAIR CLEAR FLOOR SPACE 305.3 10" MAX 15" MIN 48" MAX REACH DIAGRAMS 10" MAX MAX > 10" - 24" 34" MAX 46" MAX 34" MAX 48" MAX WHEELCHAIR TURN-AROUND T-SHAPED 304.3 (B) 60" MIN 24" MIN 36" MIN 36" MIN 12" MIN 20" MAX 48" MAX 44" MAX >20"-25" MAX 308.3.2 (B)308.3.2 (A)308.3.1 308.2.2 (A)308.2.2 (B) 60" MIN LIMITS OF PROTRUDING OBJECTS 307.2 > 27" ≥ 80" 4" MAX 60" MIN CHANGES IN LEVEL OF 1/4 INCH MAXIMUM IN HEIGHT SHALL BE PERMITTED TO BE VERTICAL. CHANGES IN LEVEL GREATER THAN 1/4 INCH IN HEIGHT AND NOT MORE THAN 1/2 INCH MAXIMUM IN HEIGHT SHALL BE BEVELED WITH A SLOPE NOT STEEPER THAN 1:2. CHANGES IN LEVEL GREATER THAN 1/2 INCH IN HEIGHT SHALL COMPLY AS A RAMP. MAX 1/2"1 2 1/4" 1/4" 1 2 1/2" NORTH 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION ZONE KEYPLAN 1/ 6 / 2 0 1 7 4 : 2 3 : 5 3 P M C: \ ~ R e v i t L o c a l F i l e s \ 2 0 1 5 9 1 3 - M A D - A r c h - V 1 6 _ e m c g u i r e @ m ah l u m . c o m . r v t MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 2015913.00 DM BM/AD/EM BUILDING PERMIT 09 JANUARY 2017 ACCESSIBILITY DETAILS A-252 3/8" = 1'-0"C2 REQUIRED CLEARANCES - GENERAL 6" = 1'-0"C1 CHANGES IN LEVEL OPEN TO HALLWAY BEYOND MATERIALS 09 84 00 (AWP-2) 2" ACOUSTICAL WALL PANEL 09 84 00 (AWP-3) FABRIC WRAPPED HIGH IMPACT ACOUSTIC PANEL 10 11 01 (WB-1) WHITEBOARD PANEL 09 84 00 (AWP-1) 1" ACOUSTICAL WALL PANEL (TACKABLE) 11 66 23 (GWP-1) GYM WALL PADS 06 41 00 (WP-1) PERFORATED LAMINATE PANEL 08 80 00 (AP-1) ACRYLIC PANEL 06 41 00 (SS-1) SOLID SURFACE 06 41 00 (WP-2) PERFORATED PLYWOOD PANEL 06 41 00 (WP-3) PLASTIC LAMINATE PANEL GENERAL NOTES 1. REFER TO A-251 AND A-252 FOR ACCESSIBLE MOUNTING HEIGHTS AND REACH RANGE REQUIREMENTS. 08 43 13 STOREFRONT SPANDREL 10 11 01 (WB-2) WHITEBOARD PANEL, FRAMED RL10 RL9 5' - 0" 55" LFD (OFCI) RL5 RL8 MED CARTS 2' - 10" 3' - 4" 3' - 4" 10 28 00 SOAP DISPENSER 10 28 00 PAPER TOWEL DISPENSER WDRF-1 FULL HEIGHT P-LAM BACKSPLASH RL6 2' - 10" 3' - 4" 3' - 4" 10 28 00 PAPER TOWEL DISPENSER 10 28 00 SOAP DISPENSER UC RF FULL HEIGHT P-LAM BACKSPLASH 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION ZONE KEYPLAN 1/ 6 / 2 0 1 7 4 : 2 4 : 0 3 P M C: \ ~ R e v i t L o c a l F i l e s \ 2 0 1 5 9 1 3 - M A D - A r c h - V 1 6 _ e m c g u i r e @ m ah l u m . c o m . r v t MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 2015913.00 DM MG/EM BUILDING PERMIT 09 JANUARY 2017 INTERIOR ELEVATIONS - ADMIN A-253 1/4" = 1'-0"E1 101 RECEPTION N 1/4" = 1'-0"E2 101 RECEPTION S 1/4" = 1'-0"E3 101 RECEPTION W 1/4" = 1'-0"B2 101C OFFICE MGR E 1/4" = 1'-0"B1 101C OFFICE MGR N 1/4" = 1'-0"B3 101C OFFICE MGR S 1/4" = 1'-0"B4 101C OFFICE MGR W 1/4" = 1'-0"D1 101A CONFERENCE N 1/4" = 1'-0"D2 101A CONFERENCE E 1/4" = 1'-0"D3 101A CONFERENCE S 1/4" = 1'-0"D4 101A CONFERENCE W 1/4" = 1'-0"C1 101B HEALTH CLINIC N 1/4" = 1'-0"C2 101B HEALTH CLINIC E 1/4" = 1'-0"C3 101B HEALTH CLINIC S 1/4" = 1'-0"C4 101B HEALTH CLINIC W 1/4" = 1'-0"A1 101D COT ROOM N 1/4" = 1'-0"A2 101D COT ROOM E 1/4" = 1'-0"A3 101D COT ROOM S 1/4" = 1'-0"A4 101D COT ROOM W 06 41 00 WOOD BENCH OPEN TO HALLWAY BEYOND MATERIALS 09 84 00 (AWP-2) 2" ACOUSTICAL WALL PANEL 09 84 00 (AWP-3) FABRIC WRAPPED HIGH IMPACT ACOUSTIC PANEL 10 11 01 (WB-1) WHITEBOARD PANEL 09 84 00 (AWP-1) 1" ACOUSTICAL WALL PANEL (TACKABLE) 11 66 23 (GWP-1) GYM WALL PADS 06 41 00 (WP-1) PERFORATED LAMINATE PANEL 08 80 00 (AP-1) ACRYLIC PANEL 06 41 00 (SS-1) SOLID SURFACE 06 41 00 (WP-2) PERFORATED PLYWOOD PANEL 06 41 00 (WP-3) PLASTIC LAMINATE PANEL GENERAL NOTES 1. REFER TO A-251 AND A-252 FOR ACCESSIBLE MOUNTING HEIGHTS AND REACH RANGE REQUIREMENTS. 08 43 13 STOREFRONT SPANDREL 10 11 01 (WB-2) WHITEBOARD PANEL, FRAMED 06 41 00 COUNTER 3' - 4" 3' - 4" 2' - 10" 10 28 00 PAPER TOWEL DISPENSER 10 28 00 SOAP DISPENSER MW MWDW RF RF RANGE FULL HEIGH P-LAM BACKSPLASH HOOD OPEN TO HALLWAY BEYOND LOCKERS OPEN TO HALLWAY BEYOND 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION ZONE KEYPLAN 1/ 6 / 2 0 1 7 4 : 2 4 : 1 5 P M C: \ ~ R e v i t L o c a l F i l e s \ 2 0 1 5 9 1 3 - M A D - A r c h - V 1 6 _ e m c g u i r e @ m ah l u m . c o m . r v t MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 2015913.00 DM MG/EM BUILDING PERMIT 09 JANUARY 2017 INTERIOR ELEVATIONS - ADMIN A-254 1/4" = 1'-0"E1 101E DEAN OF STUDENTS N 1/4" = 1'-0"E2 101E DEAN OF STUDENTS E 1/4" = 1'-0"E3 101E DEAN OF STUDENTS S 1/4" = 1'-0"E4 101E DEAN OF STUDENTS W 1/4" = 1'-0"E5 101L DHH OFFICE N 1/4" = 1'-0"D1 101L DHH OFFICE E 1/4" = 1'-0"D2 101L DHH OFFICE S 1/4" = 1'-0"D3 101L DHH OFFICE W 1/4" = 1'-0"D4 101M WORK ROOM N 1/4" = 1'-0"D5 101M WORK ROOM E 1/4" = 1'-0"C1 101M WORK ROOM S 1/4" = 1'-0"B1 101P STAFF LOUNGE N 1/4" = 1'-0"B2 101P STAFF LOUNGE E 1/4" = 1'-0"B3 101P STAFF LOUNGE S 1/4" = 1'-0"B5 101P STAFF LOUNGE W 1/4" = 1'-0"A1 101Q DHH REC / INTERPRET N 1/4" = 1'-0"A2 101Q DHH REC / INTERPRET E 1/4" = 1'-0"A3 101Q DHH REC / INTERPRET S 1/4" = 1'-0"A5 101Q DHH REC / INTERPRET W 1/4" = 1'-0"C2 101M WORK ROOM W 1/4" = 1'-0"C3 101M WORKROOM ISLAND N 1/4" = 1'-0"C4 101M WORKROOM ISLAND E 1/4" = 1'-0"C5 101M WORKROOM ISLAND S 1/4" = 1'-0"C6 101M WORKROOM ISLAND W FULL HEIGHT P-LAM BACKSPLASH COPIER 5' - 0" 55" LFD (OFCI) MATERIALS 09 84 00 (AWP-2) 2" ACOUSTICAL WALL PANEL 09 84 00 (AWP-3) FABRIC WRAPPED HIGH IMPACT ACOUSTIC PANEL 10 11 01 (WB-1) WHITEBOARD PANEL 09 84 00 (AWP-1) 1" ACOUSTICAL WALL PANEL (TACKABLE) 11 66 23 (GWP-1) GYM WALL PADS 06 41 00 (WP-1) PERFORATED LAMINATE PANEL 08 80 00 (AP-1) ACRYLIC PANEL 06 41 00 (SS-1) SOLID SURFACE 06 41 00 (WP-2) PERFORATED PLYWOOD PANEL 06 41 00 (WP-3) PLASTIC LAMINATE PANEL GENERAL NOTES 1. REFER TO A-251 AND A-252 FOR ACCESSIBLE MOUNTING HEIGHTS AND REACH RANGE REQUIREMENTS. 08 43 13 STOREFRONT SPANDREL 10 11 01 (WB-2) WHITEBOARD PANEL, FRAMED 5' - 0" 55" LFD (OFCI) OPEN TO HALLWAY BEYOND OPEN TO WORKROOM BEYOND FE RL11 RL6 RL7 RL6 RL5 RL1 RL2 101.1 RL3 OPEN TO RECEPTION BEYOND OPEN TO OFFICE BEYOND 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION ZONE KEYPLAN 1/ 6 / 2 0 1 7 4 : 2 4 : 2 2 P M C: \ ~ R e v i t L o c a l F i l e s \ 2 0 1 5 9 1 3 - M A D - A r c h - V 1 6 _ e m c g u i r e @ m ah l u m . c o m . r v t MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 2015913.00 DM MG/EM BUILDING PERMIT 09 JANUARY 2017 INTERIOR ELEVATIONS - ADMIN A-255 1/4" = 1'-0"E1 101S P. OFFICE N 1/4" = 1'-0"E2 101S P. OFFICE E 1/4" = 1'-0"E3 101S P. OFFICE S 1/4" = 1'-0"E4 101S P. OFFICE W 1/4" = 1'-0"D1 101T PROF DEVELOPMENT N 1/4" = 1'-0"D2 101T PROF DEVELOPMENT E 1/4" = 1'-0"D3 101T PROF DEVELOPMENT S 1/4" = 1'-0"D5 101T PROF DEVELOPMENT W 1/4" = 1'-0"C1 101U HALLWAY ADMIN N 1/4" = 1'-0"C2 101U HALLWAY ADMIN E 1/4" = 1'-0"A4 100 SECURITY ENTRANCE W 1/4" = 1'-0"A1 100 SECURITY ENTRANCE N 1/4" = 1'-0"A2 100 SECURITY ENTRANCE E 1/4" = 1'-0"A3 100 SECURITY ENTRANCE S 1/4" = 1'-0"B2 101U HALLWAY ADMIN W 70" LFD (OFCI) 5' - 0" 10 28 00 SOAP DISPENSER FULL HEIGHT P-LAM BACKSPLASH 10 28 00 PAPER TOWEL DISPENSER (2) WORKSTATIONS 55" LFD (OFCI) 5' - 0" MATERIALS 09 84 00 (AWP-2) 2" ACOUSTICAL WALL PANEL 09 84 00 (AWP-3) FABRIC WRAPPED HIGH IMPACT ACOUSTIC PANEL 10 11 01 (WB-1) WHITEBOARD PANEL 09 84 00 (AWP-1) 1" ACOUSTICAL WALL PANEL (TACKABLE) 11 66 23 (GWP-1) GYM WALL PADS 06 41 00 (WP-1) PERFORATED LAMINATE PANEL 08 80 00 (AP-1) ACRYLIC PANEL 06 41 00 (SS-1) SOLID SURFACE 06 41 00 (WP-2) PERFORATED PLYWOOD PANEL 06 41 00 (WP-3) PLASTIC LAMINATE PANEL GENERAL NOTES 1. REFER TO A-251 AND A-252 FOR ACCESSIBLE MOUNTING HEIGHTS AND REACH RANGE REQUIREMENTS. 08 43 13 STOREFRONT SPANDREL 10 11 01 (WB-2) WHITEBOARD PANEL, FRAMED OPEN TO HALLWAY BEYOND OPEN TO COMMONS HALLWAY BEYOND 06 41 00 CONTINUOUS WOOD BENCH OPEN TO HALLWAY BEYOND 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION ZONE KEYPLAN 1/ 6 / 2 0 1 7 4 : 2 4 : 3 1 P M C: \ ~ R e v i t L o c a l F i l e s \ 2 0 1 5 9 1 3 - M A D - A r c h - V 1 6 _ e m c g u i r e @ m ah l u m . c o m . r v t MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 2015913.00 DM MG/EM BUILDING PERMIT 09 JANUARY 2017 INTERIOR ELEVATIONS - LEARNING SUPPORT A-256 1/4" = 1'-0"E1 102 LEARNING SUPPORT N 1/4" = 1'-0"E3 102 LEARNING SUPPORT E 1/4" = 1'-0"E4 102 LEARNING SUPPORT S 1/4" = 1'-0"D1 102 LEARNING SUPPORT W 1/4" = 1'-0"D2 102B LEARNING SUPPORT N 1/4" = 1'-0"D3 102B LEARNING SUPPORT E 1/4" = 1'-0"D4 102B LEARNING SUPPORT S 1/4" = 1'-0"D5 102B LEARNING SUPPORT W 1/4" = 1'-0"C1 103 COUNSELOR N 1/4" = 1'-0"C2 103 COUNSELOR E 1/4" = 1'-0"C3 103 COUNSELOR S 1/4" = 1'-0"C4 103 COUNSELOR W 1/4" = 1'-0"B1 104 DEN N 1/4" = 1'-0"A1 104 DEN S 1/4" = 1'-0"B2 104 DEN / 100B HALLWAY DEN E 1/4" = 1'-0"A2 104 DEN / 100B HALLWAY DEN W FULL HEIGHT P-LAM BACKSPLASH MATERIALS 09 84 00 (AWP-2) 2" ACOUSTICAL WALL PANEL 09 84 00 (AWP-3) FABRIC WRAPPED HIGH IMPACT ACOUSTIC PANEL 10 11 01 (WB-1) WHITEBOARD PANEL 09 84 00 (AWP-1) 1" ACOUSTICAL WALL PANEL (TACKABLE) 11 66 23 (GWP-1) GYM WALL PADS 06 41 00 (WP-1) PERFORATED LAMINATE PANEL 08 80 00 (AP-1) ACRYLIC PANEL 06 41 00 (SS-1) SOLID SURFACE 06 41 00 (WP-2) PERFORATED PLYWOOD PANEL 06 41 00 (WP-3) PLASTIC LAMINATE PANEL GENERAL NOTES 1. REFER TO A-251 AND A-252 FOR ACCESSIBLE MOUNTING HEIGHTS AND REACH RANGE REQUIREMENTS. 08 43 13 STOREFRONT SPANDREL 10 11 01 (WB-2) WHITEBOARD PANEL, FRAMED 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION ZONE KEYPLAN 1/ 6 / 2 0 1 7 4 : 2 4 : 4 1 P M C: \ ~ R e v i t L o c a l F i l e s \ 2 0 1 5 9 1 3 - M A D - A r c h - V 1 6 _ e m c g u i r e @ m ah l u m . c o m . r v t MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 2015913.00 DM MG/EM BUILDING PERMIT 09 JANUARY 2017 INTERIOR ELEVATIONS - SLP / DHH SLP / OTPT A-257 1/4" = 1'-0"E1 108 SLP N 1/4" = 1'-0"E2 108 SLP E 1/4" = 1'-0"E3 108 SLP S 1/4" = 1'-0"E4 108 SLP W 1/4" = 1'-0"D1 109 DHH PSYCH / COUNS N 1/4" = 1'-0"D2 109 DHH PSYCH / COUNS E 1/4" = 1'-0"D3 109 DHH PSYCH / COUNS S 1/4" = 1'-0"D4 109 DHH PSYCH / COUNS W 1/4" = 1'-0"C1 110 AUDIO / DHH SLP N 1/4" = 1'-0"C2 110 AUDIO / DHH SLP E 1/4" = 1'-0"C3 110 AUDIO / DHH SLP S 1/4" = 1'-0"C4 110 AUDIO / DHH SLP W 1/4" = 1'-0"B1 111 OTPT N 1/4" = 1'-0"B2 111 OTPT E 1/4" = 1'-0"B4 111 OTPT S 1/4" = 1'-0"B5 111 OTPT W 1/4" = 1'-0"A1 100D HALLWAY GYM 80" LFD (OFCI) 5' - 4" MATERIALS 09 84 00 (AWP-2) 2" ACOUSTICAL WALL PANEL 09 84 00 (AWP-3) FABRIC WRAPPED HIGH IMPACT ACOUSTIC PANEL 10 11 01 (WB-1) WHITEBOARD PANEL 09 84 00 (AWP-1) 1" ACOUSTICAL WALL PANEL (TACKABLE) 11 66 23 (GWP-1) GYM WALL PADS 06 41 00 (WP-1) PERFORATED LAMINATE PANEL 08 80 00 (AP-1) ACRYLIC PANEL 06 41 00 (SS-1) SOLID SURFACE 06 41 00 (WP-2) PERFORATED PLYWOOD PANEL 06 41 00 (WP-3) PLASTIC LAMINATE PANEL GENERAL NOTES 1. REFER TO A-251 AND A-252 FOR ACCESSIBLE MOUNTING HEIGHTS AND REACH RANGE REQUIREMENTS. 08 43 13 STOREFRONT SPANDREL 10 11 01 (WB-2) WHITEBOARD PANEL, FRAMED PLATFORM RISERS BEYOND 11 66 23 GYMNASIUM EQUIPMENT 12 22 16 STAGE CURTAIN 10 22 26 FOLDING PANEL PARTITION 11 61 23 SCOREBOARD 80" LFD (OFCI) LOW WALL AIR RETURN LOW WALL AIR RETURN STEEL TRUSS - SEE STRUCTURAL 5' - 4" 11 66 23 GYMNASIUM EQUIPMENT 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION ZONE KEYPLAN 1/ 6 / 2 0 1 7 4 : 2 4 : 5 0 P M C: \ ~ R e v i t L o c a l F i l e s \ 2 0 1 5 9 1 3 - M A D - A r c h - V 1 6 _ e m c g u i r e @ m ah l u m . c o m . r v t MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 2015913.00 DM MG/EM BUILDING PERMIT 09 JANUARY 2017 INTERIOR ELEVATIONS - GYM A-258 1/4" = 1'-0"D1 107 GYM N 1/4" = 1'-0"C1 107 GYM E 1/4" = 1'-0"A1 107 GYM S A-412 B4 12 66 13 TELESCOPING BLEACHERS 11 66 23 GYMNASIUM EQUIPMENT RAMP BEYOND MATERIALS 09 84 00 (AWP-2) 2" ACOUSTICAL WALL PANEL 09 84 00 (AWP-3) FABRIC WRAPPED HIGH IMPACT ACOUSTIC PANEL 10 11 01 (WB-1) WHITEBOARD PANEL 09 84 00 (AWP-1) 1" ACOUSTICAL WALL PANEL (TACKABLE) 11 66 23 (GWP-1) GYM WALL PADS 06 41 00 (WP-1) PERFORATED LAMINATE PANEL 08 80 00 (AP-1) ACRYLIC PANEL 06 41 00 (SS-1) SOLID SURFACE 06 41 00 (WP-2) PERFORATED PLYWOOD PANEL 06 41 00 (WP-3) PLASTIC LAMINATE PANEL GENERAL NOTES 1. REFER TO A-251 AND A-252 FOR ACCESSIBLE MOUNTING HEIGHTS AND REACH RANGE REQUIREMENTS. 08 43 13 STOREFRONT SPANDREL 10 11 01 (WB-2) WHITEBOARD PANEL, FRAMED 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION ZONE KEYPLAN 1/ 6 / 2 0 1 7 4 : 2 4 : 5 6 P M C: \ ~ R e v i t L o c a l F i l e s \ 2 0 1 5 9 1 3 - M A D - A r c h - V 1 6 _ e m c g u i r e @ m ah l u m . c o m . r v t MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 2015913.00 DM MG/EM BUILDING PERMIT 09 JANUARY 2017 INTERIOR ELEVATIONS - GYM A-259 1/4" = 1'-0"D1 107 GYM W 1/4" = 1'-0"C1 112 GYM VESTIBULE N 1/4" = 1'-0"C2 112 GYM VESTIBULE E 1/4" = 1'-0"C3 112 GYM VESTIBULE S 1/4" = 1'-0"C4 112 GYM VESTIBULE W 1/4" = 1'-0"B1 113 GYM OFFICE N 1/4" = 1'-0"B2 113 GYM OFFICE E 1/4" = 1'-0"B3 113 GYM OFFICE S 1/4" = 1'-0"B4 113 GYM OFFICE W SEE C2/A-262 FIRE DOOR OPEN TO BEYOND PROJECTION SCREEN FIRE DOORS ON HOLD-OPEN MAGNETS 3/4 HR FIRE- RATED GLAZED ASSEMBLY OPEN TO HALLWAY BEYOND MATERIALS 09 84 00 (AWP-2) 2" ACOUSTICAL WALL PANEL 09 84 00 (AWP-3) FABRIC WRAPPED HIGH IMPACT ACOUSTIC PANEL 10 11 01 (WB-1) WHITEBOARD PANEL 09 84 00 (AWP-1) 1" ACOUSTICAL WALL PANEL (TACKABLE) 11 66 23 (GWP-1) GYM WALL PADS 06 41 00 (WP-1) PERFORATED LAMINATE PANEL 08 80 00 (AP-1) ACRYLIC PANEL 06 41 00 (SS-1) SOLID SURFACE 06 41 00 (WP-2) PERFORATED PLYWOOD PANEL 06 41 00 (WP-3) PLASTIC LAMINATE PANEL GENERAL NOTES 1. REFER TO A-251 AND A-252 FOR ACCESSIBLE MOUNTING HEIGHTS AND REACH RANGE REQUIREMENTS. 08 43 13 STOREFRONT SPANDREL 10 11 01 (WB-2) WHITEBOARD PANEL, FRAMED SEE E1/A-260 OPEN TO HALLWAY BEYOND ENERGY DASHBOARD 08 33 13 OVERHEAD COILING DOOR (EXTENDS TO FLOOR) 5' - 0" 3' - 4" 2' - 10" 3' - 4" 3' - 4" 10 28 00 MIRROR 10 28 00 SOAP DISPENSER 10 28 00 PAPER TOWEL DISPENSER SEE C1/A-260 GYM ENTRY BEYOND FEAED GYM ENTRY BEYOND RL4 RL12 OPEN TO HALLWAY DEN BEYOND CUSTOM PERFORATION "MADRONA" GRAPHIC 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION ZONE KEYPLAN 1/ 6 / 2 0 1 7 4 : 2 5 : 0 7 P M C: \ ~ R e v i t L o c a l F i l e s \ 2 0 1 5 9 1 3 - M A D - A r c h - V 1 6 _ e m c g u i r e @ m ah l u m . c o m . r v t MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 2015913.00 DM MG/EM BUILDING PERMIT 09 JANUARY 2017 INTERIOR ELEVATIONS - COMMONS A-260 1/4" = 1'-0"C4 115 COMMONS E 1/4" = 1'-0"A1 115 COMMONS S 1/4" = 1'-0"A4 115 COMMONS W 1/4" = 1'-0"C1 115 COMMONS N 1/4" = 1'-0"E1 100C HALLWAY COMMONS N 1/4" = 1'-0"D1 100C HALLWAY COMMONS S 3' - 4" 2' - 10" 3' - 2"5' - 8" 70" LFD (OFCI)10 28 00 PAPER TOWEL DISPENSER FULL HEIGHT P-LAM BACKSPLASH 10 28 00 SOAP DISPENSER 10 22 26 FOLDING PANEL PARTITION STAGE CURTAIN STORAGE MOBILE CSWRK OPEN TO STRUCTURE ABOVE LINE OF OPEN CEILING GRID (ACT-4) AWP-2 IN BETWEEN TRUSSES 09 84 00 (PD-3) PAINTED STRUCTURE OPEN TO STRUCTURE ABOVE LINE OF OPEN CEILING GRID (ACT-4) AWP-2 IN BETWEEN TRUSSES PAINTED STRUCTURE WENGER INSTRUMENT STORAGE OPEN TO STRUCTURE ABOVE LINE OF OPEN CEILING GRID (ACT-4) AWP-2 IN BETWEEN TRUSSESPAINTED STRUCTURE FULL HEIGHT PLAM BACKSPLASH 3' - 4" 2' - 10" 3' - 4" 10 28 00 PAPER TOWEL DISPENSER 10 28 00 SOAP DISPENSER 70" LFD (OFCI) 5' - 0" MATERIALS 09 84 00 (AWP-2) 2" ACOUSTICAL WALL PANEL 09 84 00 (AWP-3) FABRIC WRAPPED HIGH IMPACT ACOUSTIC PANEL 10 11 01 (WB-1) WHITEBOARD PANEL 09 84 00 (AWP-1) 1" ACOUSTICAL WALL PANEL (TACKABLE) 11 66 23 (GWP-1) GYM WALL PADS 06 41 00 (WP-1) PERFORATED LAMINATE PANEL 08 80 00 (AP-1) ACRYLIC PANEL 06 41 00 (SS-1) SOLID SURFACE 06 41 00 (WP-2) PERFORATED PLYWOOD PANEL 06 41 00 (WP-3) PLASTIC LAMINATE PANEL GENERAL NOTES 1. REFER TO A-251 AND A-252 FOR ACCESSIBLE MOUNTING HEIGHTS AND REACH RANGE REQUIREMENTS. 08 43 13 STOREFRONT SPANDREL 10 11 01 (WB-2) WHITEBOARD PANEL, FRAMED WENGER MUSICAL INSTRUMENT STORAGE WENGER MUSICAL INSTRUMENT STORAGE WENGER MUSICAL INSTRUMENT STORAGE WENGER MUSICAL INSTRUMENT STORAGE 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION ZONE KEYPLAN 1/ 6 / 2 0 1 7 4 : 2 5 : 2 1 P M C: \ ~ R e v i t L o c a l F i l e s \ 2 0 1 5 9 1 3 - M A D - A r c h - V 1 6 _ e m c g u i r e @ m ah l u m . c o m . r v t MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 2015913.00 DM MG/EM BUILDING PERMIT 09 JANUARY 2017 INTERIOR ELEVATIONS - MUSIC A-261 1/4" = 1'-0"A1 127 MUSIC S 1/4" = 1'-0"B2 127 MUSIC E 1/4" = 1'-0"A2 127 MUSIC W 1/4" = 1'-0"B1 127 MUSIC N 1/4" = 1'-0"E1 BAND / ORCH WINDOW WALL 1/4" = 1'-0"E2 BAND / ORCH PRACTICE ROOM WALL 1/4" = 1'-0"E4 BAND / ORCH ENTRY WALL 1/4" = 1'-0"E5 BAND / ORCH TEACHING WALL 1/4" = 1'-0"D1 124A PRACTICE N 1/4" = 1'-0"D2 124A PRACTICE E 1/4" = 1'-0"D3 124A PRACTICE S 1/4" = 1'-0"D4 124A PRACTICE W 1/4" = 1'-0"D5 124C PRACTICE N 1/4" = 1'-0"D6 124C PRACTICE E 1/4" = 1'-0"C1 124C PRACTICE S 1/4" = 1'-0"C2 124C PRACITCE W 1/4" = 1'-0"C3 124D MUSIC OFFICE / STOR N 1/4" = 1'-0"C4 124D MUSIC OFFICE / STOR E 1/4" = 1'-0"C5 124D MUSIC OFFICE / STOR S 1/4" = 1'-0"C6 124D MUSIC OFFICE / STOR W 1/4" = 1'-0"B4 129 INST STOR N 1/4" = 1'-0"B5 129 INST STOR E 1/4" = 1'-0"A4 129 INST STOR S 1/4" = 1'-0"A5 129 INST STOR W FULL HEIGHT P-LAM BACKSPLASH OPEN TO HALLWAY OPEN TO BATHROOMS BEYOND FE 22 40 00 DRINKING FOUNTAIN/BOTTLE FILLER SEE C4/A-260 FE MATERIALS 09 84 00 (AWP-2) 2" ACOUSTICAL WALL PANEL 09 84 00 (AWP-3) FABRIC WRAPPED HIGH IMPACT ACOUSTIC PANEL 10 11 01 (WB-1) WHITEBOARD PANEL 09 84 00 (AWP-1) 1" ACOUSTICAL WALL PANEL (TACKABLE) 11 66 23 (GWP-1) GYM WALL PADS 06 41 00 (WP-1) PERFORATED LAMINATE PANEL 08 80 00 (AP-1) ACRYLIC PANEL 06 41 00 (SS-1) SOLID SURFACE 06 41 00 (WP-2) PERFORATED PLYWOOD PANEL 06 41 00 (WP-3) PLASTIC LAMINATE PANEL GENERAL NOTES 1. REFER TO A-251 AND A-252 FOR ACCESSIBLE MOUNTING HEIGHTS AND REACH RANGE REQUIREMENTS. 08 43 13 STOREFRONT SPANDREL 10 11 01 (WB-2) WHITEBOARD PANEL, FRAMED COPIER RF MW FULL HEIGHT P-LAM BACKSPLASH 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION ZONE KEYPLAN 1/ 6 / 2 0 1 7 4 : 2 5 : 3 6 P M C: \ ~ R e v i t L o c a l F i l e s \ 2 0 1 5 9 1 3 - M A D - A r c h - V 1 6 _ e m c g u i r e @ m ah l u m . c o m . r v t MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 2015913.00 DM MG/EM BUILDING PERMIT 09 JANUARY 2017 INTERIOR ELEVATIONS - MUSIC & LIBRARY HALLWAYS A-262 1/4" = 1'-0"E1 130 HALLWAY MUSIC N 1/4" = 1'-0"E2 130 HALLWAY MUSIC E 1/4" = 1'-0"D1 130 HALLWAY MUSIC S 1/4" = 1'-0"D2 130 HALLWAY MUSIC W 1/4" = 1'-0"C1 140 HALLWAY LIBRARY N 1/4" = 1'-0"C2 140 HALLWAY LIBRARY E 1/4" = 1'-0"C6 140 HALLWAY LIBRARY S 1/4" = 1'-0"B1 140 HALLWAY LIBRARY W 1/4" = 1'-0"B4 132 PARENT ROOM N 1/4" = 1'-0"B6 132 PARENT ROOM E 1/4" = 1'-0"A1 132 PARENT ROOM S 1/4" = 1'-0"A2 132 PARENT ROOM W 1/4" = 1'-0"A3 132B MIT OFFICE N 1/4" = 1'-0"A5 132B MIT OFFICE S 1/4" = 1'-0"A6 132B MIT OFFICE W 1/4" = 1'-0"A4 132B MIT OFFICE E 3' - 4" 2' - 10" 3' - 4" 10 28 00 SOAP DISPENSER 10 28 00 PAPER TOWEL DISPENSER 2' - 10" 70" LFD (OFCI) 5' - 8" SLIDING WHITEBOARD IN FRONT OF UPPER CABINETS70" LFD (OFCI) 5' - 8" FE 2' - 10" MATERIALS 09 84 00 (AWP-2) 2" ACOUSTICAL WALL PANEL 09 84 00 (AWP-3) FABRIC WRAPPED HIGH IMPACT ACOUSTIC PANEL 10 11 01 (WB-1) WHITEBOARD PANEL 09 84 00 (AWP-1) 1" ACOUSTICAL WALL PANEL (TACKABLE) 11 66 23 (GWP-1) GYM WALL PADS 06 41 00 (WP-1) PERFORATED LAMINATE PANEL 08 80 00 (AP-1) ACRYLIC PANEL 06 41 00 (SS-1) SOLID SURFACE 06 41 00 (WP-2) PERFORATED PLYWOOD PANEL 06 41 00 (WP-3) PLASTIC LAMINATE PANEL GENERAL NOTES 1. REFER TO A-251 AND A-252 FOR ACCESSIBLE MOUNTING HEIGHTS AND REACH RANGE REQUIREMENTS. 08 43 13 STOREFRONT SPANDREL 10 11 01 (WB-2) WHITEBOARD PANEL, FRAMED FUME HOOD 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION ZONE KEYPLAN 1/ 6 / 2 0 1 7 4 : 2 5 : 4 6 P M C: \ ~ R e v i t L o c a l F i l e s \ 2 0 1 5 9 1 3 - M A D - A r c h - V 1 6 _ e m c g u i r e @ m ah l u m . c o m . r v t MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 2015913.00 DM MG/EM BUILDING PERMIT 09 JANUARY 2017 INTERIOR ELEVATIONS - M DHH & SCI A-263 1/4" = 1'-0"E1 136 M DHH N 1/4" = 1'-0"C3 138 M SCI E 1/4" = 1'-0"E3 136 M DHH E 1/4" = 1'-0"E4 136 M DHH S 1/4" = 1'-0"E6 136 M DHH W 1/4" = 1'-0"C1 138 M SCI N 1/4" = 1'-0"B1 138 M SCI S 1/4" = 1'-0"B3 138 M SCI W 1/4" = 1'-0"D1 136A SM GROUP N 1/4" = 1'-0"D2 136A SM GROUP E 1/4" = 1'-0"D3 136A SM GROUP S 1/4" = 1'-0"D4 136A SM GROUP W 1/4" = 1'-0"A1 138A SCI PREP N 1/4" = 1'-0"A2 138A SCI PREP E 1/4" = 1'-0"A3 138A SCI PREP S 1/4" = 1'-0"A4 138A SCI PREP W 06 41 00 LIBRARY SHELVING 80" LFD (OFCI) 5' - 8" 06 41 00 LIBRARY SHELVING 70" LFD (OFCI) 5' - 8" 3' - 4" 3' - 4" 10 28 00 PAPER TOWEL DISPENSER 10 28 00 SOAP DISPENSER 2' - 10" FULL HEIGHT P-LAM BACKSPLASH MATERIALS 09 84 00 (AWP-2) 2" ACOUSTICAL WALL PANEL 09 84 00 (AWP-3) FABRIC WRAPPED HIGH IMPACT ACOUSTIC PANEL 10 11 01 (WB-1) WHITEBOARD PANEL 09 84 00 (AWP-1) 1" ACOUSTICAL WALL PANEL (TACKABLE) 11 66 23 (GWP-1) GYM WALL PADS 06 41 00 (WP-1) PERFORATED LAMINATE PANEL 08 80 00 (AP-1) ACRYLIC PANEL 06 41 00 (SS-1) SOLID SURFACE 06 41 00 (WP-2) PERFORATED PLYWOOD PANEL 06 41 00 (WP-3) PLASTIC LAMINATE PANEL GENERAL NOTES 1. REFER TO A-251 AND A-252 FOR ACCESSIBLE MOUNTING HEIGHTS AND REACH RANGE REQUIREMENTS. 08 43 13 STOREFRONT SPANDREL 10 11 01 (WB-2) WHITEBOARD PANEL, FRAMED 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION ZONE KEYPLAN 1/ 6 / 2 0 1 7 4 : 2 5 : 5 4 P M C: \ ~ R e v i t L o c a l F i l e s \ 2 0 1 5 9 1 3 - M A D - A r c h - V 1 6 _ e m c g u i r e @ m ah l u m . c o m . r v t MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 2015913.00 Checker Author BUILDING PERMIT 09 JANUARY 2017 INTERIOR ELEVATIONS - LIBRARY A-264 1/4" = 1'-0"E1 139 LIBRARY N 1/4" = 1'-0"E3 139 LIBRARY E 1/4" = 1'-0"D1 139 LIBRARY S 1/4" = 1'-0"D3 139 LIBRARY W 1/4" = 1'-0"C1 139A BOOK STORAGE N 1/4" = 1'-0"C2 139A BOOK STORAGE E 1/4" = 1'-0"C3 139A BOOK STORAGE S 1/4" = 1'-0"C4 139A BOOK STORAGE W 1/4" = 1'-0"C5 139B GREEN ROOM N 1/4" = 1'-0"C6 139B GREEN ROOM E 1/4" = 1'-0"B1 139B GREEN ROOM S 1/4" = 1'-0"B2 139B GREEN ROOM W 1/4" = 1'-0"B3 139 LIBRARY CIRC DESK E FULL HEIGHT SOLID SURFACE BACKSPLASHGLASS DISPLAY CASES OPEN TO BEYOND PAINTED GYP IN SKYLIGHT WELL TYP. 06 41 00 CASEWORK OPEN TO BEYOND 08 32 00 MULTI- PANEL SLIDING GLASS DOOR PAINTED GYP IN SKYLIGHT WELL TYP.70" LFD (OFCI) 5' - 8" OPEN TO BEYOND PAINTED GYP IN SKYLIGHT WELL TYP. 08 32 00 MULTI- PANEL SLIDING GLASS DOOR PAINTED GYP IN SKYLIGHT WELL TYP. 06 41 00 CASEWORK PAINTED GYP IN SKYLIGHT WELL TYP. PAINTED GYP IN SKYLIGHT WELL TYP. 70" LFD (OFCI) 5' - 8" MATERIALS 09 84 00 (AWP-2) 2" ACOUSTICAL WALL PANEL 09 84 00 (AWP-3) FABRIC WRAPPED HIGH IMPACT ACOUSTIC PANEL 10 11 01 (WB-1) WHITEBOARD PANEL 09 84 00 (AWP-1) 1" ACOUSTICAL WALL PANEL (TACKABLE) 11 66 23 (GWP-1) GYM WALL PADS 06 41 00 (WP-1) PERFORATED LAMINATE PANEL 08 80 00 (AP-1) ACRYLIC PANEL 06 41 00 (SS-1) SOLID SURFACE 06 41 00 (WP-2) PERFORATED PLYWOOD PANEL 06 41 00 (WP-3) PLASTIC LAMINATE PANEL GENERAL NOTES 1. REFER TO A-251 AND A-252 FOR ACCESSIBLE MOUNTING HEIGHTS AND REACH RANGE REQUIREMENTS. 08 43 13 STOREFRONT SPANDREL 10 11 01 (WB-2) WHITEBOARD PANEL, FRAMED 08 32 00 MULTI- PANEL SLIDING GLASS DOOR PAINTED GYP IN SKYLIGHT WELL TYP. 70" LFD (OFCI) 5' - 8" 2' - 10" 9' - 6" PAPER STORAGE 2' - 10" 9' - 6" A-265 C3 A-265 C2 A-265 C3OPH A-265 C2 OPH 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION ZONE KEYPLAN 1/ 6 / 2 0 1 7 4 : 2 6 : 0 4 P M C: \ ~ R e v i t L o c a l F i l e s \ 2 0 1 5 9 1 3 - M A D - A r c h - V 1 6 _ e m c g u i r e @ m ah l u m . c o m . r v t MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 2015913.00 DM MG/EM BUILDING PERMIT 09 JANUARY 2017 INTERIOR ELEVATIONS - LEARNING CENTERS A-265 1/4" = 1'-0"E1 P/I LC - SMALL GROUP WALL 1/4" = 1'-0"E2 P/I LC - EXTERIOR WALL NORTH/SOUTH 1/4" = 1'-0"E4 P/I LC - CORE WALL 1/4" = 1'-0"D2 P/I LC - STORAGE WALL 1/4" = 1'-0"D4 P/I LC - TEACHING WALL 1/4" = 1'-0"D1 P/I LC - PARTITION WALL 1/4" = 1'-0"B3 MS/DHH LC - STORAGE WALL 1/4" = 1'-0"A1 MS/DHH LC - EXTERIOR WALL 1/4" = 1'-0"B1 MS/DHH LC - SHARED WALL 1/4" = 1'-0"A3 MS/DHH LC - TEACHING WALL 1/4" = 1'-0"C4 P/I LC TEACHING WALL EXT 1/4" = 1'-0"C2 P/I ISLAND BACK FACE 1/4" = 1'-0"C3 P/I ISLAND FRONT FACE 1/4" = 1'-0"B4 601A SM GROUP N 1/4" = 1'-0"B5 601A SM GROUP E 1/4" = 1'-0"A4 601A SM GROUP S 1/4" = 1'-0"A5 601A SM GROUP W 1/4" = 1'-0"C1 ENLARGED FLOOR PLAN - LC ISLAND OPEN TO CLASSROOM BEYOND PAINTED GYP IN SKYLIGHT WELL TYP. RL17 RL17 PAINTED GYP IN SKYLIGHT WELL TYP. PAINTED GYP IN SKYLIGHT WELL TYP. 70" LFD (OFCI) 5' - 8" OPEN TO BEYOND PAINTED GYP IN SKYLIGHT WELL TYP. PAINTED GYP IN SKYLIGHT WELL TYP.70" LFD (OFCI) 5' - 8" MATERIALS 09 84 00 (AWP-2) 2" ACOUSTICAL WALL PANEL 09 84 00 (AWP-3) FABRIC WRAPPED HIGH IMPACT ACOUSTIC PANEL 10 11 01 (WB-1) WHITEBOARD PANEL 09 84 00 (AWP-1) 1" ACOUSTICAL WALL PANEL (TACKABLE) 11 66 23 (GWP-1) GYM WALL PADS 06 41 00 (WP-1) PERFORATED LAMINATE PANEL 08 80 00 (AP-1) ACRYLIC PANEL 06 41 00 (SS-1) SOLID SURFACE 06 41 00 (WP-2) PERFORATED PLYWOOD PANEL 06 41 00 (WP-3) PLASTIC LAMINATE PANEL GENERAL NOTES 1. REFER TO A-251 AND A-252 FOR ACCESSIBLE MOUNTING HEIGHTS AND REACH RANGE REQUIREMENTS. 08 43 13 STOREFRONT SPANDREL 10 11 01 (WB-2) WHITEBOARD PANEL, FRAMED 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION ZONE KEYPLAN 1/ 6 / 2 0 1 7 4 : 2 6 : 1 0 P M C: \ ~ R e v i t L o c a l F i l e s \ 2 0 1 5 9 1 3 - M A D - A r c h - V 1 6 _ e m c g u i r e @ m ah l u m . c o m . r v t MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 2015913.00 DM MG/EM BUILDING PERMIT 09 JANUARY 2017 INTERIOR ELEVATIONS - LEARNING CENTERS A-266 1/4" = 1'-0"E1 K LC - EXTERIOR WALL 1/4" = 1'-0"D1 K LC - SHARED WALL 1/4" = 1'-0"E3 K LC - STORAGE WALL 1/4" = 1'-0"D3 K LC - TEACHING WALL EXT 1/4" = 1'-0"C1 PK/K DHH / K LC - SHARED WALL 1/4" = 1'-0"C3 K/DHH PK/K LC - TEACHING WALL LEVEL 01.2 100' - 0" TOP PLATE 110' - 0" LEVEL 01 98' - 0" LC (I)MECHLC (P)LC (P)LC (I) ADEFHLJBC SM GROUP MECH SM GROUP LC (DHH) C5 G-031 B5 G-031 LEVEL 01.2 100' - 0" GYM ROOF 130' - 0" TOP PLATE 110' - 0" LEVEL 01 98' - 0" LEVEL 02 109' - 6" K G C.2 A.3 GYM 107DHH OFFICE 101L HALLWAY ADMIN 101U WORK ROOM 101M RISERS 107B MUSIC 122 ORCH 123 HALLWAY MUSIC 120 GYM CLERESTORY 118' - 0" D.4 C5 G-031 B5 G-031 LEVEL 01.2 100' - 0" GYM ROOF 130' - 0" TOP PLATE 110' - 0" LEVEL 01 98' - 0" LEVEL 02 109' - 6" AD L K G F.8 C.2 BC A.3D.5 COMMONS 115 SERVERY 115A F.9 C5 G-031 B5 G-031 LEARNING SUPPORT 102B LEARNING SUPPORT 102A DEN 104 MECH 129 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION F O R R E F E R E N C E O N L Y 1/ 6 / 2 0 1 7 4 : 2 6 : 1 3 P M C: \ ~ R e v i t L o c a l F i l e s \ 2 0 1 5 9 1 3 - M A D - A r c h - V 1 6 _ e m c g u i r e @ m ah l u m . c o m . r v t MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 EDMONDS SCHOOL DISTRICT 2015913.00 DM AD/EM BUILDING PERMIT 09 JANUARY 2017 BUILDING SECTIONS A-311 3/32" = 1'-0"A1 LONGITUDINAL SECTION @ EDUCATIONAL PAVILIONS 3/32" = 1'-0"C1 SECTION @ GYM & ADMIN 3/32" = 1'-0"B1 SECTION @ COMMMONS & ADMIN LEVEL 01.2 100' - 0" TOP PLATE 110' - 0" LEVEL 01 98' - 0" 5 7 119 14 13 LC (DHH PK/K)LC (K)LC (P)LC (P)SM GROUP A2 G-031 LEVEL 01.2 100' - 0" TOP PLATE 110' - 0" LEVEL 01 98' - 0" 6 8 10 12 LC (I)LC (I) A2 G-031 LEVEL 01.2 100' - 0" TOP PLATE 110' - 0" LEVEL 01 98' - 0" LEVEL 02 109' - 6" 1 2 3 41.1 2.3 MUSIC 122 COMMONS 115 LIBRARY 131 GYM CLERESTORY 118' - 0" 2.2 3.41.2 C2 G-031 B2 G-031 INST STOR 124 TLT 116 LEVEL 01.2 100' - 0" TOP PLATE 110' - 0" LEVEL 01 98' - 0" MECHANICAL LEVEL LEVEL 02 109' - 6" 1 2 31.1 2.3 GYM 107 OTPT 111 HALLWAY COMMONS 100C GYM CLERESTORY 118' - 0" 2.21.2 C2 G-031 B2 G-031 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION ZONE KEYPLAN 1/ 6 / 2 0 1 7 4 : 2 6 : 1 7 P M C: \ ~ R e v i t L o c a l F i l e s \ 2 0 1 5 9 1 3 - M A D - A r c h - V 1 6 _ e m c g u i r e @ m ah l u m . c o m . r v t MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 2015913.00 DM AD/EM BUILDING PERMIT 09 JANUARY 2017 BUILDING SECTIONS A-312 3/32" = 1'-0"A1 BUILDING SECTION AT WEST LEARNING CENTERS 3/32" = 1'-0"D1 BUILDING SECTION AT EAST LEARNING CENTERS 3/32" = 1'-0"C1 BUILDLING SECTION @ LIBRARY 3/32" = 1'-0"B1 BUILDING SECTION AT GYM & COURTYARD TOP PLATE 110' - 0" LEVEL 01 98' - 0" R01 X61 6 2.2 1' - 8 3/4" EXTERIOR INTERIOR A-511 C5 A-532 E1 TOP PLATE 110' - 0" LEVEL 01 98' - 0" 3 A-532 A1 TOP PLATE 110' - 0" LEVEL 01 98' - 0" INTERIOREXTERIOR A-532 B2 X60 6 LEVEL 01.2 100' - 0" TOP PLATE 110' - 0" LEVEL 01 98' - 0" LEVEL 02 109' - 6" 2.3 2.2 A-531 B1 A-532 E1 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION ZONE KEYPLAN 1/ 6 / 2 0 1 7 4 : 2 6 : 2 3 P M C: \ ~ R e v i t L o c a l F i l e s \ 2 0 1 5 9 1 3 - M A D - A r c h - V 1 6 _ e m c g u i r e @ m ah l u m . c o m . r v t MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 2015913.00 DM BM/AD/EM BUILDING PERMIT 09 JANUARY 2017 WALL SECTIONS - ZONE A A-321 3/4" = 1'-0"A1 WS AT COMMONS HALLWAY 3/4" = 1'-0"A2 WS AT COURTYARD CANOPY 3/4" = 1'-0"A3 WS AT DEN 3/4" = 1'-0"A4 WS AT HALLWAY DEN TOP PLATE 110' - 0" LEVEL 01 98' - 0" K X61 6 LINE OF FASCIA BEYOND METAL FASCIA PANEL ROOF TROUGH TO SCUPPER AND DOWNSPOUT EXTERIOR INTERIOR A-532 E5 A-532 B2 A-532 A5 A-511 C3 A-532 D5 1" TOP PLATE 110' - 0" LEVEL 01 98' - 0" X61 6 03 30 00 FLATWORK; RE: CIVIL F.9 ROOF TROUGH TO ROOF DRAIN EXPOSED DOWNSPOUT AT WALL STOREFRONT FRAMING EXTERIOR INTERIOR A-532 B2 A-532 E5 TOP PLATE 110' - 0" 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION ZONE KEYPLAN 1/ 6 / 2 0 1 7 4 : 2 6 : 2 6 P M C: \ ~ R e v i t L o c a l F i l e s \ 2 0 1 5 9 1 3 - M A D - A r c h - V 1 6 _ e m c g u i r e @ m ah l u m . c o m . r v t MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 2015913.00 DM BM/AD/EM BUILDING PERMIT 09 JANUARY 2017 WALL SECTIONS - ZONE A A-322 3/4" = 1'-0"A5 WS AT ADMINISTRATION 3/4" = 1'-0"A3 WS AT LEARNING SUPPORT 3/4" = 1'-0"D5 WS AT ADMINSTRATION CANOPY TOP PLATE 110' - 0" LEVEL 01 98' - 0" G EXTERIOR INTERIOR INTERIORINTERIOR 6' - 9" STEEL BEAM ROOF TROUGH TO SCUPPER AND DOWNSPOUT TRANSLUCENT CLERESTORY WINDOW A-532 B2 X60 6 STEEL L-ANGLE FOR WINDOW ATTACHMENT STEEL L-ANGLE FOR WINDOW ATTACHMENT LEVEL 01.2 100' - 0" TOP PLATE 110' - 0" LEVEL 01 98' - 0" LEVEL 02 109' - 6" 2 GYM CLERESTORY 118' - 0" INTERIOR INTERIOR INTERIOR INTERIOR EXTERIOR INTERIOR X60 6 S021 6\4 A4 6011 6 A4 A-532 E1 TOP PLATE 110' - 0" LEVEL 01 98' - 0" 1 1.1 0X60 6 S01 11' - 2" AFF A-511 C3 A-532 E5 TOP PLATE 110' - 0" LEVEL 01 98' - 0" G EXTERIOR INTERIOR INTERIORINTERIOR TRANSLUCENT CLERESTORY WINDOW 2' - 1 3/4" STEEL L-ANGLE FOR WINDOW ATTACHMENT STEEL L-ANGLE FOR WINDOW ATTACHMENT 17' - 6" 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION ZONE KEYPLAN 1/ 6 / 2 0 1 7 4 : 2 6 : 3 1 P M C: \ ~ R e v i t L o c a l F i l e s \ 2 0 1 5 9 1 3 - M A D - A r c h - V 1 6 _ e m c g u i r e @ m ah l u m . c o m . r v t MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 2015913.00 DM BM/AD/EM BUILDING PERMIT 09 JANUARY 2017 WALL SECTIONS - ZONE A A-323 3/4" = 1'-0"A4 WS AT HIGH GYM CLERESTORY/BLEACHER 3/4" = 1'-0"A1 WS AT SECOND FLOOR 3/4" = 1'-0"A3 WS AT METAL PANEL SETBACK - GYM 3/4" = 1'-0"A6 WS AT HIGH GYM CLERESTORY/COLUMN LEVEL 01.2 100' - 0" TOP PLATE 110' - 0" LEVEL 01 98' - 0" D.4 METAL DECK WOOD DECK SHEATHING STEEL TRUSS STEEL BEAM STEEL BEAM AT OPERABLE PARTITION 6' - 7 3/8" PLATFORM/MUSICRISERGYM TOP PLATE 110' - 0" LEVEL 01 98' - 0" 1 0X60 6 A-532 E1 SIM. TOP PLATE 110' - 0" LEVEL 01 98' - 0" A.3 7' - 2" X64 6 STOREFRONT FRAMING EXTERIOR INTERIOR A-511 C3 A-531 A5 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION ZONE KEYPLAN 1/ 6 / 2 0 1 7 4 : 2 6 : 3 5 P M C: \ ~ R e v i t L o c a l F i l e s \ 2 0 1 5 9 1 3 - M A D - A r c h - V 1 6 _ e m c g u i r e @ m ah l u m . c o m . r v t MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 2015913.00 DM BM/AD/EM BUILDING PERMIT 09 JANUARY 2017 WALL SECTIONS - ZONE B A-331 3/4" = 1'-0"A5 WS AT STAGE 3/4" = 1'-0"A1 WS ATBRICK AND METAL TRANSITION 3/4" = 1'-0"A3 WS AT BRICK WITH CLERESTORY - MUSIC TOP PLATE 110' - 0" LEVEL 01 98' - 0" D EXTERIOR INTERIOR A-532 B2 A-532 E5 A-511 C5 LEVEL 01.2 100' - 0" TOP PLATE 110' - 0" LEVEL 01 98' - 0" 4 A-532 E5 A-532 E1 X60 6 A-511 C5 TOP PLATE 110' - 0" LEVEL 01 98' - 0" LEVEL 02 109' - 6" A-533 D5 A-531 B1 A-532 E1 X61 6 1 HR RATED GLAZED WALL ASSEMBLY (>156 SQ. FT AS PER IBC 706.8 EXCEPTION 2 AND SHALL MEET TABLE 716.3) 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION ZONE KEYPLAN 1/ 6 / 2 0 1 7 5 : 1 3 : 1 5 P M C: \ ~ R e v i t L o c a l F i l e s \ 2 0 1 5 9 1 3 - M A D - A r c h - V 1 6 _ B M o g g i o . r v t 9300 236TH ST. SW, EDMONDS, WA 98020 MADRONA SCHOOL REPLACEMENT 2015913.00 DM BM/AD/EM BUILDING PERMIT 09 JANUARY 2017 WALL SECTIONS - ZONE B A-332 3/4" = 1'-0"A3 WS AT STOREFRONT GLAZING - LIBRARY 3/4" = 1'-0"A1 WS AT LIBRARY 3/4" = 1'-0"A4 WS AT COMMONS FIREWALL TOP PLATE 110' - 0" LEVEL 01 98' - 0" A-532 B1 A-532 E1 TOP PLATE 110' - 0" LEVEL 01 98' - 0" D.5 X61 6 0X64 6 STEEL COLUMN TRANSLUCENT CLERESTORY WINDOW GLU-LAM BEAM STOREFRONT FRAMING WOOD BEAM ROOF TROUGH TO SCUPPER AND DOWNPOUT SLOPED CEILING INTERIOREXTERIOR RIGID INSULATION ATTACHED AT UNDERSIDE OF DECK A-532 B2 LEVEL 01.2 100' - 0" TOP PLATE 110' - 0" LEVEL 01 98' - 0" D A-533 A2 A-533 B4 NORTH 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION ZONE KEYPLAN 1/ 6 / 2 0 1 7 4 : 2 6 : 4 1 P M C: \ ~ R e v i t L o c a l F i l e s \ 2 0 1 5 9 1 3 - M A D - A r c h - V 1 6 _ e m c g u i r e @ m ah l u m . c o m . r v t MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 2015913.00 DM BM/AD/EM BUILDING PERMIT 09 JANUARY 2017 WALL SECTIONS - ZONE B A-333 3/4" = 1'-0"A2 WS AT COMMONS VESTIBULE 3/4" = 1'-0"A1 WS AT GLAZING AND QUADWALL CLERESTORY - COMMONS 3/4" = 1'-0"A4 WS AT VESTIBULE FIREWALL LEVEL 01.2 100' - 0" TOP PLATE 110' - 0" LEVEL 01 98' - 0" 3 A-533 A4 A-533 D5 GYP-2 2-HOUR WALL AND CEILING ASSEMBLY TOP PLATE 110' - 0" LEVEL 01 98' - 0" A-533 D5 NORTH 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION ZONE KEYPLAN 1/ 6 / 2 0 1 7 4 : 2 6 : 4 6 P M C: \ ~ R e v i t L o c a l F i l e s \ 2 0 1 5 9 1 3 - M A D - A r c h - V 1 6 _ e m c g u i r e @ m ah l u m . c o m . r v t MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 2015913.00 Checker Author BUILDING PERMIT 09 JANUARY 2017 WALL SECTIONS - ZONE B A-334 3/4" = 1'-0"A4 FIREWALL - 2 HR ALCOVE 3/4" = 1'-0"A2 FIREWALL - TYPICAL DOUBLE HC WALL LEVEL 01.2 100' - 0" TOP PLATE 110' - 0" 10 32 16 13 FLATWORK; RE: CIVIL STOREFRONT FRAMING WITH OPERABLE PANEL F02 6' - 8" WOOD TRUSS AT EXTERIOR SOFFIT 7 3/4" ROLL DOWN SHADE A-532 E1 A-532 E5 A-511 C5 LEVEL 01.2 100' - 0" TOP PLATE 110' - 0" LEVEL 01 98' - 0" 10 X63 6 S01 9' - 2" AFF WOOD TRUSS AT EXTERIOR SOFFIT A-532 E5 A-532 E1 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION ZONE KEYPLAN 1/ 6 / 2 0 1 7 4 : 2 6 : 4 9 P M C: \ ~ R e v i t L o c a l F i l e s \ 2 0 1 5 9 1 3 - M A D - A r c h - V 1 6 _ e m c g u i r e @ m ah l u m . c o m . r v t MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 2015913.00 DM BM/AD/EM BUILDING PERMIT 09 JANUARY 2017 WALL SECTIONS - ZONE C A-341 3/4" = 1'-0"A5 WS AT LEARNING CENTER WINDOW 3/4" = 1'-0"A3 WS AT BRACED FRAME AND DOOR LEVEL 01.2 100' - 0" TOP PLATE 110' - 0" D SIDEWALK TRENCH TO COLLECT STORMWATER FROM DOWNSPOUT X64 6 BOTTOM OF TRUSS AT EXTERIOR SOFFIT BOTTOM OF TRUSS AT INTERIOR A-532 B2 ROOF TROUGH TO ROOF SCUPPER RIGID INSULATION AT UNDERSIDE OF DECK A-532 A5 SCUPPER SHOWN DASHED A-511 C3 A-532 E5 SEE A2/A-531 A-531 C5 A-531 A5 LEVEL 01.2 100' - 0" TOP PLATE 110' - 0" A X64 6 F02 A-532 A5 A-511 C3 A-531 C5 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION ZONE KEYPLAN 1/ 6 / 2 0 1 7 4 : 2 6 : 5 2 P M C: \ ~ R e v i t L o c a l F i l e s \ 2 0 1 5 9 1 3 - M A D - A r c h - V 1 6 _ e m c g u i r e @ m ah l u m . c o m . r v t MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 2015913.00 DM BM/AD/EM BUILDING PERMIT 09 JANUARY 2017 WALL SECTIONS - ZONE C A-342 3/4" = 1'-0"A1 WS AT BRICK - CENTRAL CIRCULATION 3/4" = 1'-0"A4 WS AT BRICK - EAST DN 3 5 L K E1 6" ALIGN CENTER LINE OF FENCE WITH CORNER MULLION TYP. 4' - 0" A-501 A5 A-501 A3 A-501 B5 A-501 B3 8FT. SECURE PERIMETER 6FT. SECURE PERIMETER 10FT. WIDE MOTORIZED PIVOT DOOR. CONNECT TO PANIC / DOOR BUTTONS AT RECEPTION. RE: ELECTRICAL. PROVIDE UNDERGROUND GATE OPERATOR WITH BACK-UP BATTERY. MOTOR SIZED APPROPRIATE FOR WEIGHT OF GATE. EGRESS DOOR HARDWARE - CONNECT TO PANIC / DOOR BUTTONS AT RECEPTION - TYP. RE: ELECTRICAL DWGS. F.9 A-256 D5 A1 A-501 1 1.1 A.3 22' - 0" CLEAR LOCATE KNOX BOX AS DIRECTED BY FIRE MARSHAL 4' - 7 1/8" 35' - 2 5/16" 11 13 L A-501 B5 TYP. 4' - 0" 6"6" EGRESS DOOR HARDWARE - CONNECT TO PANIC / DOOR BUTTONS AT RECEPTION - TYP. RE: ELECTRICAL DWGS.C4 A-501 A-501 C2 A-501 C3 A-501 C1 13 12 D E 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION ZONE KEYPLAN 1/ 6 / 2 0 1 7 4 : 2 6 : 5 6 P M C: \ ~ R e v i t L o c a l F i l e s \ 2 0 1 5 9 1 3 - M A D - A r c h - V 1 6 _ e m c g u i r e @ m ah l u m . c o m . r v t MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 2015913.00 DM BM/AD/EM BUILDING PERMIT 09 JANUARY 2017 ENLARGED SITE PLANS A-401 1/4" = 1'-0"A2 FLOOR PLAN - SECURE PERIMETER AT COURTYARD 1/4" = 1'-0"C1 FLOOR PLAN - SERVICE YARD FENCE 1/4" = 1'-0"C4 FLOOR PLAN - TYPICAL OUTDOOR LEARNING SECURE PERIMETER 1/4" = 1'-0"C2 FLOOR PLAN - SECURE PERIMETER SOUTH GATES 1 2 A 1.1 2.3 A.3 PAD MOUNTED TRANSFORMER; REFER TO ELECTRICAL DRAWINGS PAD MOUNTED HEAT PUMP - ADD ALTERNATE #3 REFER TO MEP DRAWINGS CAN WASH DRAIN AND HOSE BIB GAS METER; REFER TO ELECTRICAL DRAWINGS B/T BUILDING & TRANSFORMER 8' - 0" B/T BUILDING & HEAT PUMP 9' - 0" B/T GAS METER AND TRANSFORMER 24' - 9" B/T GENERATOR AND TRANSFORMER 20' - 0" 3' - 6" 12' - 1"5' - 9" 3' - 0" 3' - 0" 6' - 0" 5' - 9"8' - 6"8' - 0" 10' - 0" 8' - 0" 150 KW GENERATOR - REFER TO ELECTRICAL DRAWINGS 2.2 A-261C3 C5 8" 3' - 0" 8' - 6" 3' - 6" 3' - 7" B/T GENERATOR & BUILDING 7' - 0" REMOVABLE BOLLARDS A-221B B2 A-221B B1 1.2 C2 G-031 NORTH 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION ZONE KEYPLAN 1/ 6 / 2 0 1 7 4 : 2 6 : 5 9 P M C: \ ~ R e v i t L o c a l F i l e s \ 2 0 1 5 9 1 3 - M A D - A r c h - V 1 6 _ e m c g u i r e @ m ah l u m . c o m . r v t MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 2015913.00 DM BM/AD/EM BUILDING PERMIT 09 JANUARY 2017 ENLARGED SERVICE YARD PLAN A-403 1/4" = 1'-0"A1 ENLARGED FLOOR PLAN - SERVICE YARD 1.4 1.5 1.6 3 0 ° 30° 2 6 ' - 0 " 26' - 0" 2 6' - 0" 3 5 ' - 2 " 35' - 2" 4 8 ' - 8 " 48' - 8" 1.4 1.5 1.6 07 62 00 GUTTER AND DOWNSPOUT 2 3 / 4 " / 1 2 " 2 1 / 4 " / 1 2 " 2 3/4" / 12" 2 1/4" / 12" D3 A-404 D3 A-404 C3 A-404 07 62 00 GUTTER AND DOWNSPOUT 4 ' - 0 " 4' - 0" 1 A-404 1.4 1.5 1.6 D3 A-404 D3 A-404 C3 A-404 1 5 ° 1 5 ° 15° 15° 1 A-404 C3 A-404 C3 A-404 1.4 D3 A-404 D3 A-404 1.61.5 NORTH 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION ZONE KEYPLAN 1/ 6 / 2 0 1 7 4 : 2 7 : 0 4 P M C: \ ~ R e v i t L o c a l F i l e s \ 2 0 1 5 9 1 3 - M A D - A r c h - V 1 6 _ e m c g u i r e @ m ah l u m . c o m . r v t MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 2015913.00 Checker Author BUILDING PERMIT 09 JANUARY 2017 COVERED PLAY - FLOOR PLAN, RCP, ROOF PLAN A-404 1/8" = 1'-0"A3 COVERED PLAY FLOOR PLAN 1/8" = 1'-0"C1 COVERED PLAY ROOF PLAN 1/8" = 1'-0"A1 COVERED PLAY RCP 1/8" = 1'-0"D3 COVERED PLAY - SECTION 01 1/8" = 1'-0"C3 COVERED PLAY - SECTION 02 S S S S S S S S SSSS SSS SSS SSS S S 12345678910 123456789 1234567891011 1234567891011 1234567891011 1234567891011 1234567891011 123456789101112131415161718192021222324252829303132333435363738394041 1234567891011123456789101112345678910111 123456789101112345678910111234567891011 123456789101112345678910111234567891011 123456789101112345678910111234567891011 1234567891011 12345678910 S S S S S S S S SSS SSS SSS SSS SSS SSS SSS SSS S S 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 1 2 3 4 5 6 7 8 9 10 11 1 2 3 4 5 6 7 8 9 10 11 1 2 3 4 5 6 7 8 9 10 11 1 2 3 4 5 6 7 8 9 10 11 1 2 3 4 5 6 7 8 9 10 11 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 28 29 30 31 3233 34 35 36 37 38 39 1 2 3 4 5 6 7 8 9 10 11 1 2 3 4 5 6 7 8 9 10 11 1 2 3 4 5 6 7 8 9 10 11 1 2 3 4 5 6 7 8 9 10 11 1 2 3 4 5 6 7 8 9 10 11 1 2 3 4 5 6 7 8 9 10 11 1 2 3 4 5 6 7 8 9 10 11 1 2 3 4 5 6 7 8 9 10 11 1 2 3 4 5 6 7 8 9 10 11 1 2 3 4 5 6 7 8 9 10 11 1 2 3 4 5 6 7 8 9 10 11 1 2 3 4 5 6 7 8 9 10 11 1 2 3 4 5 6 7 8 9 10 1112345678910111 2 3 4 5 6 7 8 9 10 11 12345678910111 2 3 4 5 6 7 8 9 10 11 1 2 3 4 5 6 7 8 9 10 11 1 2 3 4 5 6 7 8 9 10 11 1 2 3 4 5 6 7 8 9 10 11 1 2 3 4 5 6 7 8 9 10 11 1 2 3 4 5 6 7 8 9 10 11 1 2 3 4 5 6 7 8 9 10 11 1 2 3 4 5 6 7 8 9 10 11 1 2 3 4 5 6 7 8 9 10 11 12345678910 25 28 18 5I NCS 18 5INCS 18 5INCS 18 5INCS 18 5INCS 18 5INCS 18 5INCS 18 5INCS 18 5I NCS 18 5INCS 18 5I NCS 18 5INCS 18 5I NCS 18 5I NCS 18 5I NCS 18 5I NCS 18 5I NCS 18 5I NCS 18 5I NCS 18 5I NCS 18 5I NCS 18 5I NCS G A4 A-323 58' - 6" 9 SEATS 13' - 6" MIN 7' - 6" 11 SEATS 16' - 6" MIN 7' - 6" 9 SEATS 13' - 6" OPERABLE PARTITION RETRACTABLE HOOP CLOSED DIMENSION 3' - 9" 1' - 0"21' - 0"16' - 6"21' - 0"1' - 0" 10 SEATS 15' - 0" (3 SEATS) 4' - 6" 13 SEATS 19' - 6" (3 SEATS) 4' - 6" 10 SEATS 15' - 0" 10 ROWS 20' - 0" 3' - 2 13/16" FLULY OPEN DIMENSION 24' - 2 13/16" C2 G-031 TELESCOPING BLEACHERS - PARTIALLY OPEN TELESCOPING BLEACHERS - FULLY OPEN 4' - 1 3/16" PARTIAL OPEN DIMENSION 16' - 4 7/8" OPERABLE PARTITION RETRACTABLE HOOP 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION ZONE KEYPLAN 1/ 6 / 2 0 1 7 4 : 2 7 : 1 4 P M C: \ ~ R e v i t L o c a l F i l e s \ 2 0 1 5 9 1 3 - M A D - A r c h - V 1 6 _ e m c g u i r e @ m ah l u m . c o m . r v t MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 2015913.00 DM AD/EM BUILDING PERMIT 09 JANUARY 2017 ENGLARGED BLEACHER PLAN AND ELEVATION A-412 1/4" = 1'-0"D4 GYM BLEACHER - ENLARGED PLAN 1/4" = 1'-0"B4 GYM BLEACHER - ENLARGED ELEVATION 1/4" = 1'-0"B1 BLEACHER SECTION - PARTIALLY OPEN 1/4" = 1'-0"B2 BLEACHER SECTION - FULLY OPEN 1212 A-413 D3 D4 D5 D2 TLT 101J TLT 101H A-413 D5 OPH D4 OPH D3OPH D2 OPH CLR 1' - 6" CLR 1' - 6" CLR 8' - 11" CLR 6' - 9" CLR 6' - 10" CLR 5' - 0" CLR 6' - 0" CLR 5' - 10" CLR 1' - 11 1/2" CLR 1' - 11 1/2" 3 F.9 TLT 104A TLT 105 TLT 106 A-413 B3 A-413 C4 C3 C2 C5 B4 B5 B2 A-413 B5 OPH B2 OPH B4 OPH B3OPH CLR 1' - 6" CLR 1' - 6" CLR 1' - 6" CLR 1' - 9" CLR 8' - 0" CLR 7' - 9" CLR 1' - 10" CLR 1' - 10" CLR 7' - 1" CLR 7' - 1" CLR 7' - 8" CLR 9' - 0" 4' - 10" 4' - 10" CLR 1' - 6" CLR 1' - 6" 3' - 4" 10 28 00 SOAP DISPENSER 2' - 11" 3' - 4" 1' - 6" 10 28 00 PAPER TOWEL DISPENSER 3' - 4" 10 28 00 GRAB BARS, TRASH DISPOSAL, TOILET PAPER, AND TOILET SEAT COVER DISPENSER 10 28 00 MIRROR 3' - 4" 2' - 10" 3' - 4" 3' - 4" 2' - 10" 10 28 00 MIRROR 10 28 00 SOAP DISPENSER 10 28 00 PAPER TOWEL DISPENSER 3' - 4"10 28 00 GRAB BARS, TRASH DISPOSAL, TOILET PAPER, AND TOILET SEAT COVER DISPENSER 2' - 11" 3' - 4" 1' - 6" 10 28 00 GRAB BARS, TRASH DISPOSAL, TOILET PAPER, AND TOILET SEAT COVER DISPENSER 2' - 11" 1' - 6" 3' - 4" 10 28 00 PAPER TOWEL DISPENSER 3' - 4" 3' - 4" 3' - 4" 2' - 10" 10 28 00 MIRROR 10 28 00 SOAP DISPENSER 10 28 00 GRAB BARS, TRASH DISPOSAL, TOILET PAPER, AND TOILET SEAT COVER DISPENSER 10 28 00 GRAB BARS, TRASH DISPOSAL, TOILET PAPER, AND TOILET SEAT COVER DISPENSER 2' - 11" 3' - 4" 1' - 6"10 28 00 MIRROR 3' - 4" 2' - 10" 10 28 00 ADULT CHANGING STATION 3' - 4" 3' - 4" 10 28 00 PAPER TOWEL DISPENSER 10 28 00 SOAP DISPENSER G TLT 101DA A-413 E4 E3 E2 E5 CLR 1' - 6" 6" CLR 7' - 8" CLR 8' - 5" CLR 2' - 1 5/8" A-413 A3 A4 A5 A2 TLT 113A CLR 1' - 6" 6' - 6" CLR 11' - 7" CLR 7' - 0" 10 28 00 MIRROR 10 28 00 PAPER TOWEL DISPENSER 10 28 00 SOAP DISPENSER 10 28 00 GRAB BARS, TRASH DISPOSAL, TOILET PAPER, AND TOILET SEAT COVER DISPENSER 3' - 4" 3' - 4" 3' - 4" 2' - 10" 2' - 11" 3' - 4" 1' - 6" 1. ALL BATHROOMS AND WATER CLOSETS TO HAVE NON-ABSORBENT WALL SURFACES OF FULL-HEIGHT TILE WET WALLS AND EPOXY PT-1 AS SHOWN AND AS NOTED ON THE FINISH SCHEDULE ON SHEET A-651. 2. ALL WALL SURFACES IN TOILET ROOMS TO BE NON-ABSORBENT PER 1210.2.1. 3. INTERSECTIONS OF FLOORS TO WALLS SHALL HAVE A NON-ABSORBENT VERTICAL BASE THAT EXTENDS 6 INCHES, AS SHOWN. 4. WALL AND PARTITION SURFACES WITHIN 2 FEET OF SERVICE SINKS AND WATER CLOSETS SHALL HAVE NON-ABSORBENT SURFACES TO A HEIGHT OF AT LEAST 4 FEET PER 1210.2.2, AS SHOWN. 5. REFER TO SHEET A-251 AND A-252 FOR MOUNTING HEIGHT AND REACH RANGE REQUIREMENTS. 6. ELEVATIONS SHOWN WITH HATCHES DO NOT REPRESENT TILE GROUT LINES. GENERAL NOTES MATERIAL LEGEND 09 30 00 CERAMIC TILE WALL AND BASE NORTH 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION ZONE KEYPLAN 1/ 6 / 2 0 1 7 4 : 2 7 : 2 7 P M C: \ ~ R e v i t L o c a l F i l e s \ 2 0 1 5 9 1 3 - M A D - A r c h - V 1 6 _ e m c g u i r e @ m ah l u m . c o m . r v t MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 2015913.00 Checker Author BUILDING PERMIT 09 JANUARY 2017 ENLARGED TLT PLANS & ELEVATIONS A-413 1/4" = 1'-0"D6 101J/H TLTS ENLARGED PLAN 1/4" = 1'-0"B6 104A/105/106 TLT ENLARGED PLAN 1/4" = 1'-0"D2 101H/J TLT N 1/4" = 1'-0"D3 101H/J TLT E 1/4" = 1'-0"D4 101H/J TLT S 1/4" = 1'-0"D5 101H/J TLT W 1/4" = 1'-0"C2 104A TLT N 1/4" = 1'-0"C3 104A TLT E 1/4" = 1'-0"C4 104A TLT S 1/4" = 1'-0"C5 104A TLT W 1/4" = 1'-0"B2 105/106 TLT N 1/4" = 1'-0"B3 105/106 TLT E 1/4" = 1'-0"B4 105/106 TLT S 1/4" = 1'-0"B5 105/106 TLT W 1/4" = 1'-0"E3 101DA TLT E 1/4" = 1'-0"E2 101DA TLT N 1/4" = 1'-0"E4 101DA TLT S 1/4" = 1'-0"E5 101DA TLT W 1/4" = 1'-0"E6 101DA ENLARGED TLT PLAN 1/4" = 1'-0"A6 113A TLT ENLARGED PLAN 1/4" = 1'-0"A2 113A TLT N 1/4" = 1'-0"A3 113A TLT E 1/4" = 1'-0"A4 113A TLT S 1/4" = 1'-0"A5 113A TLT W 2 D.4 A-414E1 E3 A-414 B6 B4 B3 B5 TLT 116 A-414 C4 C5 C6 C3 A-414 A4 A5 A6 A3 A-414 D4 D3 A-414 D2 A-414 A4 SIM A5 SIM A6SIM A3 SIM A-414 A4 SIM A5 SIM A6SIM A3 SIM A-414 A4 SIM A5 SIM A6SIM A3 SIM A-414 A4 SIM A5 SIM A6SIM A3 SIM A-414 A4 SIM A5 SIM A6SIM A3 SIM A-414 C4SIM C5 SIM C6 SIM C3 SIM A-414 B3 SIM B6 SIM B4SIM B5 SIM A-414 A4SIM A3 SIM A6 SIM A5 SIM A-414 A4SIM A3 SIM A6 SIM A5 SIM A-414 A4SIM A3 SIM A6 SIM A5 SIM A-414 A4SIM A3 SIM A6 SIM A5 SIM A-414 A4SIM A3 SIM A6 SIM A5 SIM A-414 A4SIM A3 SIM A6 SIM A5 SIM CLR 1' - 6" CLR 1' - 6" 5' - 7" 3' - 6" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 9' - 2" 3' - 1" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 6" 5' - 6" 3' - 6" 5' - 6" 5' - 2" 10 28 00 PAPER TOWEL DISPENSER 10 28 00 SOAP DISPENSER 10 28 00 MIRROR10 28 00 MIRROR10 28 00 MIRROR 10 28 00 SOAP DISPENSER 3' - 4" 2' - 10 1/2" 3' - 4" 3' - 4" 3' - 4" 2' - 10 1/2" 10 28 00 MIRROR10 28 00 MIRROR10 28 00 MIRROR 10 28 00 GRAB BARS, TRASH DISPOSAL, TOILET PAPER, AND TOILET SEAT COVER DISPENSER 2' - 11" 1' - 6" 3' - 4" OPEN TO HALLWAY BEYOND OPEN TO GYM HALLWAY BEYOND 3' - 4" 3' - 4" 10 28 00 SOAP DISPENSER 10 28 00 PAPER TOWEL DISPENSER 3' - 4" 10 28 00 SOAP DISPENSER 10 28 00 GRAB BARS, TRASH DISPOSAL, TOILET PAPER, AND TOILET SEAT COVER DISPENSER 2' - 11" 10 28 00 TRASH DISPOSAL, TOILET PAPER, AND TOILET SEAT COVER DISPENSER 1. ALL BATHROOMS AND WATER CLOSETS TO HAVE NON-ABSORBENT WALL SURFACES OF FULL-HEIGHT TILE WET WALLS AND EPOXY PT-1 AS SHOWN AND AS NOTED ON THE FINISH SCHEDULE ON SHEET A-651. 2. ALL WALL SURFACES IN TOILET ROOMS TO BE NON-ABSORBENT PER 1210.2.1. 3. INTERSECTIONS OF FLOORS TO WALLS SHALL HAVE A NON-ABSORBENT VERTICAL BASE THAT EXTENDS 6 INCHES, AS SHOWN. 4. WALL AND PARTITION SURFACES WITHIN 2 FEET OF SERVICE SINKS AND WATER CLOSETS SHALL HAVE NON-ABSORBENT SURFACES TO A HEIGHT OF AT LEAST 4 FEET PER 1210.2.2, AS SHOWN. 5. REFER TO SHEET A-251 AND A-252 FOR MOUNTING HEIGHT AND REACH RANGE REQUIREMENTS. 6. ELEVATIONS SHOWN WITH HATCHES DO NOT REPRESENT TILE GROUT LINES. GENERAL NOTES MATERIAL LEGEND 09 30 00 CERAMIC TILE WALL AND BASE 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION ZONE KEYPLAN 1/ 6 / 2 0 1 7 4 : 2 7 : 3 7 P M C: \ ~ R e v i t L o c a l F i l e s \ 2 0 1 5 9 1 3 - M A D - A r c h - V 1 6 _ e m c g u i r e @ m ah l u m . c o m . r v t MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 2015913.00 DM MG/EM BUILDING PERMIT 09 JANUARY 2017 ENLARGED TLT PLANS & ELEVATIONS A-414 1/4" = 1'-0"D5 ENLARGED TLT ROOM - COMMONS 1/4" = 1'-0"E1 116 TLT N 1/4" = 1'-0"E3 116 TLT S 1/4" = 1'-0"B3 116 ACCESSIBLE TLT MOUNTING WALL 1/4" = 1'-0"B4 116 ACCESSIBLE TLT SIDE GRAB BAR WALL 1/4" = 1'-0"B5 116 ACCESSIBLE TLT DOOR WALL 1/4" = 1'-0"B6 116 ACCESSIBLE TLT SIDE WALL 1/4" = 1'-0"D2 116 TLT E 1/4" = 1'-0"D4 116 TLT W 1/4" = 1'-0"D3 116 TLT E WING WALL 1/4" = 1'-0"C4 116 ACCESSIBLE AMBULATORY TLT ACCESSORIES WALL 1/4" = 1'-0"C5 116 ACCESSIBLE AMBULATORY TLT DOOR WALL 1/4" = 1'-0"C3 116 ACCESSIBLE AMBULATORY TLT MOUNTING WALL 1/4" = 1'-0"C6 116 ACCESSIBLE AMBULATORY TLT SIDE WALL 1/4" = 1'-0"A3 116 TLT MOUNTING WALL 1/4" = 1'-0"A4 116 TLT ACCESSORIES WALL 1/4" = 1'-0"A5 116 TLT DOOR WALL 1/4" = 1'-0"A6 116 TLT SIDE WALL A-415D1 D2 D3 D4TLT 132A CLR 1' - 6" CLR 3' - 8" CLR 6' - 11" CLR 9' - 4" TLT 135 A-415C1 C2 C4 C3 3.4 CLR 1' - 6" 4' - 2" CLR 10' - 4" CLR 6' - 10" 3' - 4" 2' - 10" 3' - 4" 3' - 4" 10 28 00 MIRROR 10 28 00 SOAP DISPENSER 10 28 00 PAPER TOWEL DISPENSER 2' - 11" 3' - 4" 1' - 6" 10 28 00 GRAB BARS, TRASH DISPOSAL, TOILET PAPER, AND TOILET SEAT COVER DISPENSER 10 28 00 GRAB BARS, TRASH DISPOSAL, TOILET PAPER, AND TOILET SEAT COVER DISPENSER 10 28 00 MIRROR 10 28 00 SOAP DISPENSER 10 28 00 PAPER TOWEL DISPENSER 2' - 11" 3' - 4" 1' - 6" 3' - 4" 3' - 4" 3' - 4" 2' - 10" 2' - 11" 3' - 4" 1' - 6" 10 28 00 MIRROR 10 28 00 PAPER TOWEL DISPENSER 10 28 00 SOAP DISPENSER 10 28 00 GRAB BARS, TRASH DISPOSAL, TOILET PAPER, AND TOILET SEAT COVER DISPENSER A-415E2 E3 E4 E5 TLT 118C TLT 118B TLT 118A A-415 E3 E4 E5 E2 A-415 E3 E4 E5 E2 CLR 1' - 6" CLR 1' - 6" CLR 1' - 6" CLR 3' - 3 1/2" CLR 3' - 3 1/2" CLR 3' - 3 1/2" CLR 6' - 6" CLR 6' - 6" CLR 6' - 6" CLR 9' - 1" 1. ALL BATHROOMS AND WATER CLOSETS TO HAVE NON-ABSORBENT WALL SURFACES OF FULL-HEIGHT TILE WET WALLS AND EPOXY PT-1 AS SHOWN AND AS NOTED ON THE FINISH SCHEDULE ON SHEET A-651. 2. ALL WALL SURFACES IN TOILET ROOMS TO BE NON-ABSORBENT PER 1210.2.1. 3. INTERSECTIONS OF FLOORS TO WALLS SHALL HAVE A NON-ABSORBENT VERTICAL BASE THAT EXTENDS 6 INCHES, AS SHOWN. 4. WALL AND PARTITION SURFACES WITHIN 2 FEET OF SERVICE SINKS AND WATER CLOSETS SHALL HAVE NON-ABSORBENT SURFACES TO A HEIGHT OF AT LEAST 4 FEET PER 1210.2.2, AS SHOWN. 5. REFER TO SHEET A-251 AND A-252 FOR MOUNTING HEIGHT AND REACH RANGE REQUIREMENTS. 6. ELEVATIONS SHOWN WITH HATCHES DO NOT REPRESENT TILE GROUT LINES. GENERAL NOTES MATERIAL LEGEND 09 30 00 CERAMIC TILE WALL AND BASE B C A-415A1 A2 A3 A4 A-415 B2 B3 B4 B1 A-414 A5 A4 A3 A6 A-415 B2OPH B4 OPH B3 OPH B1 OPH LC CIRC / STORAGE 301A LC TLT 301AC LC TLT 301AB LC TLT 301AA CLR 1' - 6" CLR 2' - 7" CLR 1' - 6" A-415 A5 SIM A-415 A6 SIM CLR 5' - 4" CLR 5' - 4" CLR 5' - 1" 3' - 4" 10 28 00 PAPER TOWEL DISPENSER 22 40 00 DRINKING FOUNTAIN/BOTTLE FILLER 10 28 00 PAPER TOWEL DISPENSER 3' - 4" 1' - 6" 3' - 4" 2' - 11"10 28 00 GRAB BARS, TRASH DISPOSAL, TOILET PAPER, AND TOILET SEAT COVER DISPENSER 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION ZONE KEYPLAN 1/ 6 / 2 0 1 7 4 : 2 7 : 5 0 P M C: \ ~ R e v i t L o c a l F i l e s \ 2 0 1 5 9 1 3 - M A D - A r c h - V 1 6 _ e m c g u i r e @ m ah l u m . c o m . r v t MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 2015913.00 Checker Author BUILDING PERMIT 09 JANUARY 2017 ENLARGED TLT PLANS & ELEVATIONS A-415 1/4" = 1'-0"D5 132A TLT ENLARGED PLAN 1/4" = 1'-0"C5 137 TLT ENLARGED PLAN 1/4" = 1'-0"D1 132A TLT N 1/4" = 1'-0"D2 132A TLT E 1/4" = 1'-0"D3 132A TLT S 1/4" = 1'-0"D4 132A TLT W 1/4" = 1'-0"C1 137 TLT N 1/4" = 1'-0"C2 137 TLT E 1/4" = 1'-0"C3 137 TLT S 1/4" = 1'-0"C4 137 TLT W 1/4" = 1'-0"E2 118 A/B/C TLT N 1/4" = 1'-0"E3 118 A/B/C TLT E 1/4" = 1'-0"E4 118 A/B/C TLT S 1/4" = 1'-0"E5 118 A/B/C TLT W 1/4" = 1'-0"E6 118 A/B/C TLT ENLARGED PLAN 1/4" = 1'-0"B5 ENLARGED TLT ROOM - ZONE C P / I LC 1/4" = 1'-0"A1 P / I WASHROOM N 1/4" = 1'-0"A2 P / I WASHROOM E 1/4" = 1'-0"A3 P / I WASHROOM S 1/4" = 1'-0"A4 P / I WASHROOM W 1/4" = 1'-0"B1 P / I ACCESSIBLE TLT N 1/4" = 1'-0"B2 P / I ACCESSIBLE TLT E 1/4" = 1'-0"B3 P / I ACCESSIBLE TLT S 1/4" = 1'-0"B4 P / I ACCESSIBLE TLT W 1/4" = 1'-0"A5 LC TROUGH SINK FRONT 1/4" = 1'-0"A6 LC TROUGH SINK SIDE A-416 C2 C3 C4 C1 K TLT 203C CLR 1' - 3" 10 28 00 DIAPER CHANGING STATION 2' - 10" 3' - 4" 3' - 4" 2' - 1" 2' - 7" 1' - 6" 10 28 00 TRASH DISPOSAL, TOILET PAPER, AND TOILET SEAT COVER DISPENSER 10 28 00 MIRROR 10 28 00 SOAP DISPENSER 1' - 3"3' - 4" 10 28 00 PAPER TOWEL DISPENSER F A-416 E4 E2 E1 E3 A-416D1 D2 D3 D4 LC CIRC 601C MS TLT 601CB MS TLT 601CA A-414 C5 C4 C3 C6 CLR 1' - 6"3' - 1" 10 28 00 GRAB BARS, TRASH DISPOSAL, TOILET PAPER, AND TOILET SEAT COVER DISPENSER2' - 11" 3' - 4" 1' - 6" 10 28 00 MIRROR 10 28 00 SOAP DISPENSER 10 28 00 PAPER TOWEL DISPENSER 3' - 4" 2' - 10 1/2" 3' - 4" 3' - 4" 22 40 00 DRINKING FOUNTAIN/BOTTLE FILLER 1. ALL BATHROOMS AND WATER CLOSETS TO HAVE NON-ABSORBENT WALL SURFACES OF FULL-HEIGHT TILE WET WALLS AND EPOXY PT-1 AS SHOWN AND AS NOTED ON THE FINISH SCHEDULE ON SHEET A-651. 2. ALL WALL SURFACES IN TOILET ROOMS TO BE NON-ABSORBENT PER 1210.2.1. 3. INTERSECTIONS OF FLOORS TO WALLS SHALL HAVE A NON-ABSORBENT VERTICAL BASE THAT EXTENDS 6 INCHES, AS SHOWN. 4. WALL AND PARTITION SURFACES WITHIN 2 FEET OF SERVICE SINKS AND WATER CLOSETS SHALL HAVE NON-ABSORBENT SURFACES TO A HEIGHT OF AT LEAST 4 FEET PER 1210.2.2, AS SHOWN. 5. REFER TO SHEET A-251 AND A-252 FOR MOUNTING HEIGHT AND REACH RANGE REQUIREMENTS. 6. ELEVATIONS SHOWN WITH HATCHES DO NOT REPRESENT TILE GROUT LINES. GENERAL NOTES MATERIAL LEGEND 09 30 00 CERAMIC TILE WALL AND BASE H J CLR 1' - 3" 2' - 8" CLR 1' - 6" A-417D3 OPH D2 OPH D1 OPH D4OPH LC CIRC / STORAGE 203DK TLT 203DA K TLT 203DB K TLT 203DC A-414 A5 SIM A4 SIM A3 SIM A6SIM A-416 A3 A2 A1 A4 A-416B1 B2 B3 B4 A-415 A6 A-415 A5 22 40 00 DRINKING FOUNTAIN/BOTTLE FILLER 10 28 00 TRASH DISPOSAL, TOILET PAPER, AND TOILET SEAT COVER DISPENSER 2' - 1" 2' - 7" 1' - 6" 1' - 3" NORTH 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION ZONE KEYPLAN 1/ 6 / 2 0 1 7 4 : 2 8 : 0 1 P M C: \ ~ R e v i t L o c a l F i l e s \ 2 0 1 5 9 1 3 - M A D - A r c h - V 1 6 _ e m c g u i r e @ m ah l u m . c o m . r v t MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 2015913.00 DM EM BUILDING PERMIT 09 JANUARY 2017 ENLARGED TLT PLANS & ELEVATIONS A-416 1/4" = 1'-0"C5 ENLARGED TLT ROOM - K LC 1/4" = 1'-0"C1 203C K TLT N 1/4" = 1'-0"C2 203C K TLT E 1/4" = 1'-0"C3 203C K TLT S 1/4" = 1'-0"C4 203C K TLT W 1/4" = 1'-0"D5 ENLARGED TLT ROOM - MS/DHH LC 1/4" = 1'-0"D1 MS/DHH LC TLT N 1/4" = 1'-0"D2 MS/DHH LC TLT E 1/4" = 1'-0"D3 MS/DHH TLT S 1/4" = 1'-0"D4 MS/DHH TLT W 1/4" = 1'-0"E1 MS/DHH LC WASHROOM N 1/4" = 1'-0"E2 MS/DHH LC WASHROOM E 1/4" = 1'-0"E3 MS/DHH LC WASHROOM S 1/4" = 1'-0"E4 MS/DHH LC WASHROOM W 1/4" = 1'-0"A5 ENLARGED TLT ROOM - ZONE D K LC 1/4" = 1'-0"B1 203D K LC WASHROOM N 1/4" = 1'-0"B2 203D K LC WASHROOM E 1/4" = 1'-0"B3 203D K LC WASHROOM S 1/4" = 1'-0"B4 203D K LC WASHROOM W 1/4" = 1'-0"A1 203DC K TLT N 1/4" = 1'-0"A2 203DC K TLT E 1/4" = 1'-0"A3 203DC K TLT S 1/4" = 1'-0"A4 203DC K TLT W 1. ALL BATHROOMS AND WATER CLOSETS TO HAVE NON-ABSORBENT WALL SURFACES OF FULL-HEIGHT TILE WET WALLS AND EPOXY PT-1 AS SHOWN AND AS NOTED ON THE FINISH SCHEDULE ON SHEET A-651. 2. ALL WALL SURFACES IN TOILET ROOMS TO BE NON-ABSORBENT PER 1210.2.1. 3. INTERSECTIONS OF FLOORS TO WALLS SHALL HAVE A NON-ABSORBENT VERTICAL BASE THAT EXTENDS 6 INCHES, AS SHOWN. 4. WALL AND PARTITION SURFACES WITHIN 2 FEET OF SERVICE SINKS AND WATER CLOSETS SHALL HAVE NON-ABSORBENT SURFACES TO A HEIGHT OF AT LEAST 4 FEET PER 1210.2.2, AS SHOWN. 5. REFER TO SHEET A-251 AND A-252 FOR MOUNTING HEIGHT AND REACH RANGE REQUIREMENTS. 6. ELEVATIONS SHOWN WITH HATCHES DO NOT REPRESENT TILE GROUT LINES. GENERAL NOTES MATERIAL LEGEND 09 30 00 CERAMIC TILE WALL AND BASE H J A-417 E3 A-417 D3 E2 E1 E4 D2 D1 D4 LC CIRC / STORAGE 603A A-417 D2 OPH D1 OPH D4OPH D3 OPH A-414 C6 C5 C4 B3 LC TLT 603AA LC TLT 603AB LC TLT 603AC CLR 1' - 6" CLR 2' - 7" CLR 1' - 6" A-415A5 A-415 A6 CLR 5' - 9" CLR 5' - 10" CLR 5' - 1" 22 40 00 DRINKING FOUNTAIN/BOTTLE FILLER 10 28 00 PAPER TOWEL DISPENSER 06 41 00 (CASEWORK) 10 28 00 GRAB BARS, TRASH DISPOSAL, TOILET PAPER, AND TOILET SEAT COVER DISPENSER 2' - 11" 3' - 4" 1' - 6" NORTH 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION ZONE KEYPLAN 1/ 6 / 2 0 1 7 4 : 2 8 : 0 6 P M C: \ ~ R e v i t L o c a l F i l e s \ 2 0 1 5 9 1 3 - M A D - A r c h - V 1 6 _ e m c g u i r e @ m ah l u m . c o m . r v t MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 2015913.00 DM EM BUILDING PERMIT 09 JANUARY 2017 ENLARGED TLT PLANS & ELEVATIONS A-417 1/4" = 1'-0"D5 ENLARGED TLT ROOM - ZONE D P / I LC 1/4" = 1'-0"E1 ZONE D P / I WASHROOM N 1/4" = 1'-0"E2 ZONE D P / I WASHROOM E 1/4" = 1'-0"E3 ZONE D P / I WASHROOM S 1/4" = 1'-0"E4 ZONE D P / I WASHROOM W 1/4" = 1'-0"D1 K / P / I TLT DOOR WALL 1/4" = 1'-0"D2 K / P / I TLT ACCESSORIES 1/4" = 1'-0"D3 K / P / I TLT MOUNTING WALL 1/4" = 1'-0"D4 K / P / I TLT SIDE WALL B1 A-421 A1 A-421 3' - 0" * 3' - 0" * 11" 5 TREADS @ 11" EA= 4' - 7" CLR 1' - 4" CLR 8 7/8" 13 TREADS @ 11" EA = 11' - 11" 1' - 0" * PER IBC 1011.2, EX. 1 LEVEL 01 98' - 0" LEVEL 02 109' - 6" 6 RISERS 3' - 5 3/8" 6' - 8" MIN. A-421 A5 A-421 A3 3' - 0" 3' - 0" 11" A-422 A5 A-422 A3 G B3 A-421 11"1' - 0" 19 TREADS AT 11" EA = 17' - 5" 3' - 0" * * PER IBC 1011.2, EX. 1 LEVEL 01 98' - 0" LEVEL 02 109' - 6" 20 EQ RISERS 11' - 6" A-421 A5 A-421 A3 EXTENT OF ONE HOUR WALL IN FOREGROUND AND SOFFIT AS PER IBC 1107.3 3' - 0" 3' - 0" 11" 1' - 0" A-422 A5 A-422 A5 A-422 A3 7 " MAX 11" MIN 09 65 00 RUBBER TREAD, TYP 09 65 00 RUBBER RISER, TYP 09 65 00 RUBBER BASE 06 10 00 STAIR FRAMING PER STRUCTURAL 06 10 00 3/4" PLYWOOD, PT-11 TREAD; (2) LAYERS 06 10 00 3/4" PLYWOOD, PT-11 RISER DIMENSION POINT 06 10 00 STAIR FRAMING PER STRUCTURAL 09 65 00 RUBBER TREAD 09 65 00 RUBBER RISER DIMENSION POINT 06 10 00 3/4" PLYWOOD, PT-11 TREAD; (2) LAYERS 06 10 00 3/4" PLYWOOD, PT-11 RISER LEVEL 02 109' - 6" 60° 12' - 0 1/16" D.4 C5 A-421 1' - 0" 1' - 0"1' - 0" 3' - 0" * 3 TREADS @ 12" EA = 3' - 0" * PER IBC 1011.2, EX.1 LEVEL 01 98' - 0" LEVEL 02 109' - 6" 14 RISERS 8' - 0 5/8" 3' - 0" A-421 A5 A-421 A3 EXTENT OF ONE HOUR WALL IN FOREGROUND AND SOFFIT AS PER IBC 1107.3 3' - 0" SEE B2/ G-031 1' - 0" A-422 A5 A-422 A3 LEVEL 01.2 100' - 0" LEVEL 01 98' - 0" 3' - 0" 4 RISERS 2' - 0"3' - 0" 1' - 0"1' - 0" 1' - 0" A-422 A5 A-422 A5 A-422 A3 NORTH 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION ZONE KEYPLAN 1/ 6 / 2 0 1 7 4 : 2 8 : 1 3 P M C: \ ~ R e v i t L o c a l F i l e s \ 2 0 1 5 9 1 3 - M A D - A r c h - V 1 6 _ e m c g u i r e @ m ah l u m . c o m . r v t MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 2015913.00 Checker Author BUILDING PERMIT 09 JANUARY 2017 ENLARGED STAIR PLANS, SECTIONS & DETAILS A-421 1/4" = 1'-0"C1 ENLARGED FLOOR PLAN - S2 1/4" = 1'-0"B1 STAIR SECTION - STAIR 1 FACING SOUTH 1/4" = 1'-0"C3 ENLARGED FLOOR PLAN - S1 1/4" = 1'-0"B3 STAIR SECTION - STAIR 2 3" = 1'-0"A3 STAIR - BOTTOM LANDING 3" = 1'-0"A5 STAIR - TOP LANDING 1/4" = 1'-0"B5 STAIR SECTION - SHIPS LADDER 1/4" = 1'-0"E3 STAIR PLAN - STAGE 1/4" = 1'-0"A1 STAIR SECTION - STAIR 1 FACING WEST 1/2" = 1'-0"C5 STAIR SECTION - STAGE D.4 A1 A-422 B1 A-422 D1 A-422 C1 A-422 1' - 0" 14 1/8" RISE (1:12 MAX. SLOPE) 14' - 1 1/2" CLR 5' - 0" 9 7/8" RISE (1:12 MAX. SLOPE) 9' - 10 1/2" CLR 5' - 0" UP UP LEVEL 01.2 100' - 0" LEVEL 01 98' - 0" LEVEL 02 109' - 6" D.4 LEVEL 01.2 100' - 0" LEVEL 01 98' - 0" LEVEL 02 109' - 6" D.4 LEVEL 01.2 100' - 0" LEVEL 01 98' - 0" LEVEL 02 109' - 6" 1.2 3' - 0" 3' - 0" 9' - 2" 10" A-422 A5 A-422 A3 LEVEL 01.2 100' - 0" LEVEL 01 98' - 0" LEVEL 02 109' - 6" 1.2 3' - 0"3' - 0" 1' - 2" A-422 A5A-422 A3 D3 A-422 C3 A-422 1' - 0" 24" RISE (1:12 MAX SLOPE) 24' - 0"6' - 0" 6' - 3 1/2" 1' - 0" UP C2 G-031 LEVEL 01.2 100' - 0" LEVEL 01 98' - 0" LEVEL 02 109' - 6" 3' - 0" 3' - 0" 7' - 2" EQEQEQEQEQEQ 1' - 0" LEVEL 01.2 100' - 0" LEVEL 01 98' - 0" LEVEL 02 109' - 6" 3' - 0" 3' - 0" A-422 A5 A-422 A5 A-422 A3 4 D5 A-422 C5 A-422 UP 7' - 3 7/8" LEVEL 01.2 100' - 0" TOP PLATE 110' - 0" LEVEL 01 98' - 0" LEVEL 02 109' - 6" 4 3' - 0" 3' - 0" A-422 A5 A-422 A5 A-422 A3 LEVEL 01.2 100' - 0" LEVEL 01 98' - 0" LEVEL 02 109' - 6" 4 3' - 0" 3' - 0" A-422 A3A-422 A5 A-422 A5 CLR. 1 1/2" 1" 3/4" 2" CLR1 1/2" COUNTERSUNK FASTENERS 1/8" X 3/4" X 1" STAINLESS STEEL FLAT BAR STAINLESS STEEL HANDRAIL WALL ASSEMBLY PER PLAN BLOCKING AS REQ'D 3/8" STAINLESS STEEL BRACKET LINE OF HAND RAIL VERTICAL ATTACHMENT TO GROUND (PER SETIONS) STAINLESS STEEL HANDRAIL HANDRAIL BRACKET 1/8" MAX. 1 1/2" WALL ASSEMBLY PER PLAN 2" CLR NORTH 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION ZONE KEYPLAN 1/ 6 / 2 0 1 7 4 : 2 8 : 2 1 P M C: \ ~ R e v i t L o c a l F i l e s \ 2 0 1 5 9 1 3 - M A D - A r c h - V 1 6 _ e m c g u i r e @ m ah l u m . c o m . r v t MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 2015913.00 Checker Author BUILDING PERMIT 09 JANUARY 2017 ENLARGED RAMP PLANS, SECTIONS & DETAILS A-422 1/4" = 1'-0"E1 ENLARGED FLOOR PLAN - MUSIC RAMP 1/4" = 1'-0"B1 RAMP SECTION - MUSIC N 1/4" = 1'-0"A1 RAMP SECTION - MUSIC S 1/4" = 1'-0"D1 RAMP SECTION - MUSIC E 1/4" = 1'-0"C1 RAMP SECTION - MUSIC W 1/4" = 1'-0"E3 ENLARGED FLOOR PLAN - HALLWAY RAMP 1/4" = 1'-0"D3 RAMP SECTION - HALLWAY E 1/4" = 1'-0"C3 RAMP SECTION - HALLWAY W 1/4" = 1'-0"E5 ENLARGED FLOOR PLAN - LIBRARY RAMP 1/4" = 1'-0"D5 RAMP SECTION - LIBRARY E 1/4" = 1'-0"C5 RAMP SECTION - LIBRARY W 6" = 1'-0"A3 HANDRAIL BRACKET (TYP) 6" = 1'-0"A5 HANDRAIL RETURN (TYP) G 1.1 A-255 D3D1 A-254 B3B1 A-253 FULL COURT BASKETBALL FULL COURT VOLLEYBALLPRACTICE VOLLEYBALL CENTERLINE FOURSQUARE COURT HALF BASKETBALL COURT BADMINTON / PICKLEBALL COURT DOT GRID A-423 2 NUMBER DOTS 51-60 WEST-TO-EAST NUMBER DOTS 41-50 WEST-TO-EAST NUMBER DOTS 31-40 WEST-TO-EAST NUMBER DOTS 21-30 WEST-TO-EAST NUMBER DOTS 11-20 WEST-TO-EAST NUMBER DOTS 1-10 WEST-TO-EAST FS FS FS FS FS FSFSFSFS FS FS FS FSFS A-414 D2 C2 G-031 45 1" 2" 1" R 2" 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 NORTH 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION ZONE KEYPLAN 1/ 6 / 2 0 1 7 4 : 2 8 : 2 7 P M C: \ ~ R e v i t L o c a l F i l e s \ 2 0 1 5 9 1 3 - M A D - A r c h - V 1 6 _ e m c g u i r e @ m ah l u m . c o m . r v t MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 2015913.00 Checker Author BUILDING PERMIT 09 JANUARY 2017 ENLARGED GYM STRIPING PLAN A-423 1/4" = 1'-0"1 ENLARGED FLOOR PLAN - GYM STRIPING 6" = 1'-0"2 GYM STRIPING DOT REF C1 A-311 C1 A-311 2 K G 1.1 A4 A-323 A-253E1 A-253 D4 D2 D1 D3 E2 E3 A5 A-322 A6 A-323 A-253B1 B2 B3 B4 A-254E1 E2 E3 E4 A-254E5 D1 D2 D3 A-254A1 A2 A3 A5 A-255E1 E2 E3 E4 A-255 B2 C1 C2 A-255 D3 D2 D1 D5 A-254 B3 B2 B1 B5 A-254 C1 D5 D4 C2 A-253 A3 A2 A1 A4 A-253 C3 C2 C1 C4 TLT 101H TLT 101J CUST 101MA ELEC 101G IDF 101F COT ROOM 101D TLT 101DA HEALTH CLINIC 101B CONFERENCE 101A RECEPTION OFFICE 101 OFFICE MGR 101C DEAN OF STUDENTS 101E RECORD STORAGE 101K DHH OFFICE 101L DHH OFFICE 101N DHH REC / INTERPRET 101Q A.P. OFFICE 101R P. OFFICE 101S PROF. DEVELOPMENT 101T STAFF LOUNGE 101P WORK ROOM 101M HALLWAY ADMIN 101U MECH STAIR S1 A-413 E6 A-413 D6 A-542 A1 10 51 00 METAL LOCKER 4" A-254 D1 OPH 12' - 0"11' - 11"10' - 3" 8' - 8" 8' - 8"11' - 5"11' - 5"11' - 2" 5' - 9" 6' - 0" A-254 E2 OPH E5 OPH D3OPH D2 OPH E1 OPH E4OPH E3 OPH S021 6\4 A4 6011 4 6011 46011 4 D6011 4 6011 4 B2 6011 6 6011 4 6011 4 6011 4 B2 S021 6\4 6011 6 S021 6\4 A4 S021 6\4 A4 S021 6\4 A4 S021 6\4 A4 S021 6\4 A4 S021 6\4 A4 S021 6\4 A4 S021 6\4 A4 S021 6\4 A4 S021 6\4 A4 6011 6 6011 4 6011 4 6010 4 A4 101T.1 101P 101S 101R 101N 101L.1 101L.2 101K 101E 101J 101H 101G101MA 101F 101DA 101D 101B 101A 101C S021 6\4 A4 C2 G-031 CLEAR 6' - 0" 6011 8 A4 A-254 C3 A-254C5 A-254 C6 A-254 C4 14' - 9"13' - 9"19' - 10"6' - 5"9' - 5"13' - 7"35' - 10" 15' - 11" 6' - 7" 24' - 5" 25' - 6" 6011 8 A4 6010 4 A4 S021 6\4 A4 6010 4 6010 4 6010 4 3' - 3" 3" 3" 9' - 4" 12' - 1" 4" 3' - 5" A-421 C3 5' - 8" 15' - 0" 5" 1' - 1" 6010 4 7' - 0"4' - 6" 11' - 7" 10' - 0" 15' - 4"4' - 10" 5' - 2" A-542E4 A-542 E5 A-542 E6 1' - 4"10' - 5" 6011 4 A-254 E2 OPH E1 OPH E4OPH E3 OPH 10 22 26 FOLDING PANEL PARTITION 10 21 23 CUBICLE TRACK CURTAINS 10 21 23 CUBICLE TRACK CURTAINS NORTH 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION ZONE KEYPLAN 1/ 6 / 2 0 1 7 4 : 2 8 : 3 2 P M C: \ ~ R e v i t L o c a l F i l e s \ 2 0 1 5 9 1 3 - M A D - A r c h - V 1 6 _ e m c g u i r e @ m ah l u m . c o m . r v t MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 2015913.00 Checker Author BUILDING PERMIT 09 JANUARY 2017 ENLARGED PLANS A-424 1/4" = 1'-0"A1 ENLARGED FLOOR PLAN - ADMIN 05 50 00 2" X 2" HSS GATE FRAME WELD AND GRIND ALL SEAMS, PAINTED PT-15 2" MAX 05 50 00 2" X 2" HSS GATE FRAME WELD AND GRIND ALL SEAMS, PAINTED PT-15 07 42 13 16 GAUGE PERFORATED WEATHERING STEEL CLADDING ATTACH TO GATE FRAME USING STAINLESS STEEL FASTENERS FINISHED GRADE PER CIVIL 05 50 00 5/8" x 4" STEEL FENCE PLATE, PRE-DRILLED FOR BOLTED CONNECTION, GALV, PAINTED 1/4" TYP 2" FASTENERS, EQUALLY SPACED AT 24" O.C. MAXIMUM NEOPRENE SPACER 05 50 00 1/8" STEEL PLATE, GALV, PAINTED PT-15. ATTACH TO GATE FRAME USING SST FASTENERS. MOUNT DIV 08 EXIT DEVICE TO PLATE. 1/8" STRIKE PLATE, WELDED TO POST, GALV, PAINTED, AT ALL EXIT HARDWARE LOCATIONS 07 42 13 16 GAUGE PERFORATED WEATHERING STEEL CLADDING WRAP GATE FRAME AND ATTACH USING STAINLESS STEEL FASTENERS 05 12 00 GATE STOP, 1/8" STEEL ANGLE, 3" H, WELDED TO POST, PAINTED PT-151/2" 05 50 00 2" X 2" HSS GATE FRAME WELD AND GRIND ALL SEAMS, PAINTED PT-15 07 42 13 1/8" WTHRING STL CORNER PANEL, SINGLE PIECE, BRAKE FORMED AT CORNER CONDITION PER PLAN PER PLAN A-501 B5 1/4" TYP 07 42 13 07 42 13 16 GAUGE PERFORATED WEATHERING STEEL PANEL 05 50 00 4x2 HSS FENCE POST AT ALL SWING GATE LOCATIONS, PAINTED PT-15 08 71 00 GATE HINGE PER DOOR HARDWARE 10" 05 50 00 2" X 2" HSS GATE FRAME WELD AND GRIND ALL SEAMS, PAINTED PT-15 05 50 00 1/8" STEEL PLATE, GALV, PAINTED PT-15. ATTACH TO GATE FRAME USING SST FASTENERS. MOUNT DIV 08 EXIT DEVICE TO PLATE. 05 12 00 GATE STOP, STEEL ANGLE 4" X 2" X 1/8", WELDED TO POST DIV 08 1/8" STEEL PLATE, GALV, PAINTED PT-15. ATTACH TO GATE FRAME USING SST FASTENERS. MOUNT DIV 08 DOOR CLOSER TO FACE OF PLATE AND BOTTOM OF STEEL TOP PLATE. 05 50 00 2" X 4" HSS POST, TYPICAL AT FENCE SWING GATES 05 50 00 2" X 2" HSS GATE FRAME, WELD AND GRIND ALL SEAMS, PAINTED PT-15 05 50 00 1/8" STEEL PLATE, GALV, PAINTED PT-15. ATTACH TO GATE FRAME USING SST FASTENERS. MOUNT DIV 08 EXIT DEVICE TO PLATE. 6" 1/2" 2" 4" 1/2" 1/2" 6' - 0" GRADE PER CIVIL ABOVE FINISHED GRADE 36" 2" MAX 10" 2" S-SGF PANEL PANEL Single, Fence Swing Gate FINISHED GRADE PER CIVIL2" MAX 6' - 0" 05 50 00 4" x 2" HSS FENCE POST, TYPICAL AT ALL FENCE SWING GATE LOCATIONS 05 50 00 4" x 5/8" STEEL PLATE FENCE POST, TYPICAL AT ALL PANEL LOCATIONS FO STEEL POST, TYP UNO GRID ALL POSTS TO BE 4'-0" OC, UON. 4' - 0" 4' - 0" 4' - 0" FENCE POST 6" TO 12" 1/3 2/3 STEEL EMBED L- ANGLE W/ ANCHORS AT 24" O.C. GAUGE PERFORATED WEATHERING STEEL PANEL FINISHED GRADE PER CIVIL FENCE POST 6" TO 12" STEEL EMBED L- ANGLE W/ ANCHORS AT 24" O.C. GAUGE PERFORATED WEATHERING STEEL PANEL FINISHED GRADE PER CIVIL 6" 6' - 0" 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION ZONE KEYPLAN 1/ 6 / 2 0 1 7 4 : 2 8 : 3 6 P M C: \ ~ R e v i t L o c a l F i l e s \ 2 0 1 5 9 1 3 - M A D - A r c h - V 1 6 _ e m c g u i r e @ m ah l u m . c o m . r v t MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 2015913.00 DM BM/AD/EM BUILDING PERMIT 09 JANUARY 2017 SITE DETAILS A-501 3" = 1'-0"A2 SECTION DTL - FENCE GATE 6" = 1'-0"B5 PLAN DETAIL - FENCE PANEL TO PLATE 3" = 1'-0"A5 PLAN DETAIL - FENCE GATE LATCH AT POST 3" = 1'-0"B3 PLAN DETAIL - FENCE PANEL OUTSIDE CORNER 3" = 1'-0"A3 PLAN DETAIL - FENCE SWING GATE HINGE AT POST 1" = 1'-0"C1 ELEV DETAIL - FENCE SWING GATE 1/2" = 1'-0"C2 ENLARGED FENCE ELEVATION - TYP 1/2" = 1'-0"C3 ENLARGED FENCE PLAN 1" = 1'-0"A1 SECTION DETAIL - FENCE AT EDGE 1" = 1'-0"C4 SECTION DETAIL - FENCE 07 11 13 BITUMINOUS DAMPPROOFING TERMINATE AT GRADE FINISH GRADE PER PLAN 07 17 13 SUB-SURFACE DRAINAGE COMPOSITE INSTALL 6" BELOW FINISH GRADE OR AS RECOMMENDED BY MANUFACTURER 6" GRID 07 25 00 WRB; OVER 07 25 00 SAM; OVER 04 20 00 SS MASONRY FLASHING 04 20 00 GROUT 6" MIN 07 25 00 SILL GASKET 07 17 13 DAMPPROOFING GRID 04 20 00 SS MASONRY FLASHING SET IN SEALANT TO 07 25 00 SAM 04 20 00 CAVITY MORTAR CONTROL 07 25 00 SAM LAPPED AND SEALED TO 07 17 13 SHEET MEMBRANE 04 20 00 WEEPS AT 16" O.C. 07 17 13 LIQUID FLASHING 6 1/2" 07 25 00 VAPOR RETARDER 07 21 00 RIGID INSULATION 2" R-10 6" MIN GRID 07 62 00 METAL FLASHING 08 43 13 STOREFRONT GLAZING SYSTEM FLOOR ASSEMBLY AS INDICATED 1 1/2" ALIGN SPANDREL PANEL ASSEMBLY - 08 43 13 ALUMINUM PANEL, FINISH TO MATCH STOREFRONT - 07 21 00 RIGID INSULATION 2" R-10 - 07 21 00 MINERAL FIBER BATT INSULATION, FILL CAVITY - 08 43 13 ALUMINUM PANEL, FINISH TO MATCH STOREFRONT 07 21 00 RIGID INSULATION 2" R-10 GRID 6" 07 25 00 FAF 07 62 00 METAL FLASHING FLOOR ASSEMBLY AS INDICATED 08 00 00 EXTERIOR DOOR PER SCHED. 03 15 00 EXPANSION JOINT FILLER 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION ZONE KEYPLAN 1/ 6 / 2 0 1 7 4 : 2 8 : 3 9 P M C: \ ~ R e v i t L o c a l F i l e s \ 2 0 1 5 9 1 3 - M A D - A r c h - V 1 6 _ e m c g u i r e @ m ah l u m . c o m . r v t MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 2015913.00 DM BM BUILDING PERMIT 09 JANUARY 2017 EXTERIOR DETAILS - FOUNDATION A-511 3" = 1'-0"C1 GRADE TERMINATION - DAMPPROOFING 3" = 1'-0"C3 FD-STEM WALL AT BRICK TO GRADE 3" = 1'-0"C5 FD-STEM WALL AT STOREFRONT 3" = 1'-0"A5 FD-FOUNDATION AT DOOR A 6" 04 20 00 BRICK VENEER PER WALL ASSEMBLY 07 62 00 DOWNSPOUT, PT 07 62 00 DOWNSPOUT BRACKET AT 8'-0" OC VERT, PT 07 62 00 1/8" BENT METAL CHANNEL, PT - SET IN BED OF SEALANT 07 62 00 1 1/2" X 2" X 1/8" STEEL BRACKET TAB - WELD TO BENT METAL CHANNEL AT 8'-0" OC VERT, PT (2) FASTENERS AT 4' OC VERTICAL 1/4" 07 90 00 SEALANT AND BACKER ROD 06 10 00 2X6 WOOD BLOCKING 06 10 00 SHIM EDGE OF FOOTING BELOW TURN LEADER CONNECTION BELOW GRADE TO AVOID FOOTING X64 6 07 90 00 SEALANT AND BACKER ROD 07 62 00 METAL FLASHING 20GA 08 43 13 STOREFRONT WINDOW X63 6 08 43 13 STOREFRONT WINDOW 07 46 46 FIBER CEMENT CLADDING SYSTEM 6 5/8" 6 5/8" X64 6 04 20 00 NORMAN MASONRY BRICK 04 20 00 MASONRY ANCHOR 07 21 13 1" RIGID INSULATION 07 25 00 WB-1 06 10 00 1/2" PLYWOOD 04 20 00 MASONRY ANCHOR 07 21 13 1" RIGID INSULATION 07 25 00 WB-1 06 10 00 1/2" PLYWOOD 04 20 00 NORMAN MASONRY BRICK ALIGN 08 43 13 STOREFRONT GLAZING SYSTEM 07 90 00 SEALANT AND BACKER ROD 06 10 00 1/2" PLYWOOD 07 25 00 WB-1 07 42 53 BRAKE METAL TO MATCH STOREFRONT 07 90 00 SEALANT AND BACKER ROD WOOD COLUMN PER STRUCTURAL DWGS. 07 42 53 BRAKE METAL TO MATCH STOREFRONT ALIGN 08 43 13 STOREFRONT GLAZING SYSTEM 07 90 00 SEALANT AND BACKER ROD 06 10 00 1/2" PLYWOOD 07 25 00 WB-1 07 42 53 BRAKE METAL TO MATCH STOREFRONT 07 90 00 SEALANT AND BACKER ROD WOOD COLUMN PER STRUCTURAL DWGS. 07 42 53 BRAKE METAL TO MATCH STOREFRONT 08 11 13 H.M. DOOR FRAME 2" 2" 2" 1/2" 1/2" 4" 2" 07 62 00 SM FLASHING COLOR TO MATCH H.M. FRAME 07 92 00 1/2" SEALANT AND BACKER ROD 07 25 00 WRB; OVER 07 25 00 SAM; OVER 07 62 00 SM FLASHING; OVER 07 25 00 SAM; OVER 08 11 13 H.M. FRAME; OVER 07 25 00 SAM 07 62 00 SM FLASHING W/ DRIP EDGE 08 11 13 H.M. DOOR FRAME 2"2" 2" 1/2" 1/2" 4" 2" 04 20 00 MASONRY WEEP 05 50 00 SHELF ANGLE 07 25 00 WRB; OVER 07 25 00 SAM; OVER 04 20 00 MASONRY FLASHING; OVER 07 25 00 WRB 04 20 00 CAVITY MORTAR CONTROL 07 62 00 STAINLESS STEEL FLASHING BOOT OVER ANGLE BRACKET 04 20 00 2 PIECE THRU WALL FLASHING 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION ZONE KEYPLAN 1/ 6 / 2 0 1 7 4 : 2 8 : 4 4 P M C: \ ~ R e v i t L o c a l F i l e s \ 2 0 1 5 9 1 3 - M A D - A r c h - V 1 6 _ e m c g u i r e @ m ah l u m . c o m . r v t MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 2015913.00 DM BM/AD BUILDING PERMIT 09 JANUARY 2017 EXTERIOR DETAILS - WALLS A-521 3" = 1'-0"A5 PLAN DETAIL - DOWNSPOUT AT BRICK 3" = 1'-0"B1 JAMB DETAIL - STOREFRONT/BRICK 3" = 1'-0"A1 JAMB DETAIL - STOREFRONT/METAL PANEL 3" = 1'-0"D2 PLAN DETAIL - OUTSIDE BRICK CORNER 3" = 1'-0"D1 PLAN DETAIL - INSIDE BRICK CORNER 3" = 1'-0"D4 PLAN DETAIL - COLUMN AT STOREFRONT 3" = 1'-0"D5 PLAN DETAIL - COLUMN AT STOREFRONT CORNER 3" = 1'-0"A2 H.M. JAMB @ BRICK 3" = 1'-0"A3 H.M. HEAD @ BRICK WRAP ROOF MEMBRANE UP CURB 8" MIN. ABOVE FINISHED ROOF SURFACE DIV 23 EXHAUST FAN / ROOF HOOD OR 08 62 00 UNIT SKYLIGHT 07 90 00 SEALANT 07 62 00 METAL FLASHING REGLET AND COUNTER FLASHING 07 72 00 PREMANUFACTURED INSULATED ROOF CURB, R-10 07 53 00 1/2" PROTECTION BOARD 07 52 00 MODIFIED BITUMINOUS MEMBRANE ROOFING 06 10 00 FRAMING AT OPENING PER STRUCTURAL 06 10 00 1 1/8" PLYWOOD 06 10 00 PRESSURE TREATED WOOD BLOCKING AS REQUIRED 07 52 00 TEMP ROOF/VAPOR BARRIER WRAP ROOF MEMBRANE UP CURB 8" MIN. ABOVE FINISHED ROOF SURFACE 3" 07 90 05 SEALANT 07 62 00 METAL FLASHING - STAINLESS STEEL COLLAR FLASHING 07 62 00 METAL LINER AND INSULATION 07 52 00 MODIFIED BITUMINOUS MEMBRANE ROOFING - WRAP UP AND OVER CURB 06 10 00 1/2" PLYWOOD - PRESSURE TREATED 06 10 00 PRESSURE TREATED WOOD FRAMING 06 10 00 PRESSURE TREATED WOOD BLOCKING AS REQUIRED 07 52 00 TEMP ROOF/VAPOR BARRIER 06 10 00 1 1/8" PLYWOOD 06 10 00 WOOD FRAMING AT OPENING PER STRUCTURAL STACK FLASHING CAP PER MECHANCIAL 07 54 00 DRAWBAND 8" MIN. CONNECTION TO STRUCTURE PER MANUFACTURER 07 72 00 FALL ARREST ROOF MOUNTED ANCHOR POINT SEALANT 07 52 00 ROOF MEMBRANE PER PLAN ROOF STRUCT. SIMILAR AT HSS EQUIPMENT SCREEN POST - REFER TO STRUCTURAL FOR ATTACHMENT 07 54 00 PRE-FABRICATED BOOT SEALANT S01 WITH FIXTURE WIDTH 7" VIF COORDINATE DIV 26 ELECTRICAL FIXTURE WITH TRIM FLANGE 07 25 00 WB-1 07 25 00 FAF ALL 5 SIDES OF LIGHTING POCKET 06 10 00 2X6 BLOCKING RIF TO HEIGHT REQUIRED FOR FIXTURE CLEARANCE 09 21 16 1/2" GYP SHEATHING ALL 5 SIDES OF LIGHTING POCKET 07 25 00 FAF SEAL AROUND ALL CONDUIT PENETRATIONS 09 21 16 1/2" GYP SHEATHING ALL 5 SIDES OF LIGHTING POCKET 07 21 00 MINERAL FIBER BATT INSULATION R-30 07 25 00 WB-1 07 21 13 1" RIGID INSULATION 05 46 13 7/8" VERTICAL FURRING 07 62 00 METAL FLASHING 07 42 00 METAL PANEL CLADDING SYSTEM 07 52 00 MODIFIED BITUMINOUS MEMBRANE ROOFING 06 10 00 PT 2X12 CANT STRIP 07 62 00 METAL FLASHING TOP PLATE 110' - 0" 07 42 53 1/8" ALUMINUM PLATE 3 / 4"1" 06 10 00 1/2" PLYWOOD 07 21 13 1" RIGID INSULATION 05 46 13 7/8" VERTICAL FURRING 07 42 00 METAL PANEL CLADDING SYSTEM 07 42 13 INSIDE CLOSURE, SEALED & SECURED W/ SEALANT 07 25 00 WB-1 06 10 00 PT 2X4 4 7/8"1/2" 07 62 00 METAL REGLET 07 00 00 CANT STRIP 07 25 00 SAF 07 25 00 SAF 2 1/4" 2 1/2" 2' - 0" ROOF EDGE BEYOND TOP PLATE 110' - 0" 06 10 00 1/2" PLYWOOD 07 21 13 1" RIGID INSULATION 07 62 00 METAL FLASHING 07 25 00 WB-1 S01 9' - 2" AFF R01 06 10 00 WOOD BLOCKING 07 62 00 5" X 4" GUTTER 07 62 00 METAL FLASHING W/ HEMMED EDGE PER NRCA DETAIL MB-22S 07 52 00 MODIFIED BITUMINOUS MEMBRANE ROOFING STRIPPING PLY 07 62 00 DOWNSPOUT TOP PLATE 110' - 0" 06 10 00 1/2" PLYWOOD 07 21 13 1" RIGID INSULATION 07 62 00 METAL FLASHING 05 46 13 7/8" VERTICAL FURRING 07 42 00 METAL PANEL CLADDING SYSTEM 07 42 13 INSIDE CLOSURE, SEALED & SECURED W/ SEALANT 07 25 00 WB-1 S01 9' - 2" AFF R01 1" 1" 5" 06 10 00 PT 2X4 4 7/8"1/2" 1" 1/4" GAP 1" 09 21 16 REVEAL 07 62 00 5" X 4" GUTTER 07 62 00 GASKETED FASTENER 07 62 00 METAL FLASHING W/ HEMMED EDGE PER NRCA DETAIL MB-22S 07 52 00 MODIFIED BITUMINOUS MEMBRANE ROOFING STRIPPING PLY DOWNSPOUT BEYOND 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION ZONE KEYPLAN 1/ 6 / 2 0 1 7 4 : 2 8 : 4 9 P M C: \ ~ R e v i t L o c a l F i l e s \ 2 0 1 5 9 1 3 - M A D - A r c h - V 1 6 _ e m c g u i r e @ m ah l u m . c o m . r v t MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 2015913.00 DM BM BUILDING PERMIT 09 JANUARY 2017 EXTERIOR DETAILS - ROOF A-531 3" = 1'-0"D1 ROOF DTL - SKYLIGHT & MECH CURB TYP 3" = 1'-0"D3 ROOF DTL - STACK FLASHING 3" = 1'-0"B2 ROOF MOUNTED ANCHOR POINT 3" = 1'-0"A1 CL-EXTERIOR SOFFIT RECESSED LIGHT POCKET 3" = 1'-0"B1 ROOF DETAIL -ROOF TO WALL TRANSITION 3" = 1'-0"A2 ROOF DETAIL - SCUPPER AT RAIN GARDEN 3" = 1'-0"A5 ROOF DETAIL - METAL FASCIA AT DOWNSPOUT 3" = 1'-0"C5 ROOF DETAIL - METAL FASCIA AT GUTTER TOP PLATE 110' - 0" D INTERIOR 07 25 00 VAPOR RETARDER ACT-1 9' - 2" AFF S01 9' - 2" AFF X64 6 6010 6 09 21 16 J-BEAD 04 20 00 WEEP VENT EVERY OTHER UNIT 04 20 00 MASONRY ANCHOR TOP PLATE 110' - 0" 06 10 00 1/2" PLYWOOD 07 21 13 1" RIGID INSULATION 07 62 00 METAL FLASHING 3" 3" 06 10 00 PT 2X6 (TYP) 07 62 00 METAL FLASHING 05 46 13 7/8" VERTICAL FURRING 07 42 00 METAL PANEL CLADDING SYSTEM 07 42 13 INSIDE CLOSURE, SEALED & SECURED W/ SEALANT 07 25 00 WB-1 S01 9' - 2" AFF R01 07 00 00 CANT STRIP 07 52 00 MODIFIED BITUMINOUS MEMBRANE ROOFING 07 14 16 LIQUID-APPLIED PMMA ROOFING 1" 1" 3" 06 10 00 PT 2X4 4 7/8"1/2" 07 62 00 GASKETED FASTENER 1' - 0"1' - 0"8" SLOPE: 1/2" / 12" 1" 1/4" GAP 1" 4 " LINE OF CURB BEYOND 09 21 16 REVEAL TOP PLATE 110' - 0" 07 42 00 METAL PANEL CLADDING SYSTEM 07 42 13 INSIDE CLOSURE, SEALED & SECURED W/ SEALANT 1" 1/4" GAP 8 3/4" 06 10 00 PT 2X4 4 7/8"1/2" 07 62 00 METAL REGLET X61 6 TOP PLATE 110' - 0" 06 10 00 1/2" PLYWOOD 07 21 13 1" RIGID INSULATION 07 62 00 METAL FLASHING 3" 3" 06 10 00 PT 2X6 (TYP) 07 62 00 METAL FLASHING 05 46 13 7/8" VERTICAL FURRING 07 42 00 METAL PANEL CLADDING SYSTEM 07 42 13 INSIDE CLOSURE, SEALED & SECURED W/ SEALANT 07 25 00 WB-1 S01 11' - 2" AFF R01 07 00 00 CANT STRIP 07 52 00 MODIFIED BITUMINOUS MEMBRANE ROOFING 07 14 16 LIQUID-APPLIED PMMA ROOFING 06 10 00 PT 2X4 4 7/8"1/2" 07 62 00 METAL REGLET 06 10 00 1/2" PLYWOOD 07 21 13 1" RIGID INSULATION 07 62 00 METAL FLASHING 07 62 00 METAL FLASHING 05 46 13 7/8" VERTICAL FURRING 07 42 00 METAL PANEL CLADDING SYSTEM 07 42 13 INSIDE CLOSURE, SEALED & SECURED W/ SEALANT 07 25 00 WB-1 S01 11' - 2" AFF 1" 1/4" GAP 8 3/4" 1' - 2 3/4" 1" 1" 3" 06 10 00 PT 2X4 07 62 00 METAL REGLET 4 7/8"1/2"1' - 1 3/8"1/2"4 7/8" 4" 1" 1/4" GAP 8 3/4" 2' - 0"4' - 6" (NTS)11"1' - 0"8" 07 62 00 METAL FLASHING 05 00 00 STEEL FRAMING BEYOND PER STRUCTURAL DWGS. 07 62 00 GASKETED FASTENER S L O P E: 1 " / 1 2 " RAISED PERIMETER EDGE W/ METAL FLASHING (FASCIA CAP) PER NRCA DETAIL MB-2SR01 07 42 00 METAL PANEL CLADDING SYSTEM 07 46 13 7/8" HAT CHANNEL 05 46 13 7/8" VERTICAL FURRING 1" 1" 3" 1" WALL ASSEMBLY PER PLAN 0X60 6 R04 RAISED PERIMETER EDGE W/ METAL FLASHING (FASCIA CAP) PER NRCA DETAIL MB-2S 07 46 13 7/8" HAT CHANNEL 07 42 00 METAL PANEL CLADDING SYSTEM 05 46 13 7/8" VERTICAL FURRING 09 21 16 5/8" GYP SHEATHING 07 25 00 WB-1 05 12 00 STEEL FRAMING PER STRUCTURAL DWGS. 1" 1" 3" 1" 07 62 00 METAL FLASHING W/ HEMMED EDGE CLR 3" CLR 3" X61 6 07 25 00 WB-1 07 21 13 1" RIGID INSULATION 05 46 13 7/8" VERTICAL FURRING 07 46 13 7/8" HAT CHANNEL 07 42 00 METAL PANEL CLADDING SYSTEM 07 95 13 SEISMIC JOINT COVER R01 07 71 16 COUNTERFLASHING 07 52 00 MODIFIED BITUMINOUS MEMBRANE ROOFING 06 10 00 PT 2X12 CANT STRIP D6161 4D 6151 6 07 62 00 METAL FLASHING 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION ZONE KEYPLAN 1/ 6 / 2 0 1 7 4 : 2 8 : 5 5 P M C: \ ~ R e v i t L o c a l F i l e s \ 2 0 1 5 9 1 3 - M A D - A r c h - V 1 6 _ e m c g u i r e @ m ah l u m . c o m . r v t MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 2015913.00 DM BM BUILDING PERMIT 09 JANUARY 2017 EXTERIOR DETAILS - ROOF A-532 3" = 1'-0"A5 ROOF DETAIL - PLASTER SOFFIT AT BRICK 3" = 1'-0"B2 ROOF DETAIL - METAL FASCIA AT TROUGH 3" = 1'-0"E5 ROOF DETAIL - METAL FASCIA AT PLASTER SOFFIT 3" = 1'-0"D5 ROOF DETAIL - CANTILEVERED FASCIA 3" = 1'-0"E1 ROOF DETAIL -TYPICAL ROOF EDGE 3" = 1'-0"A1 ROOF DETAIL -ROOF EDGE AT NONCOMBUSTIBLE CANOPY 3" = 1'-0"B1 ROOF DETAIL - ROOF TO WALL SEISMIC JOINT TOP PLATE 110' - 0" CLR 3" R04 S02 11' - 2" AFF S01 11' - 2" AFF 07 52 00 TORCHABLE WATERPROOF EXPANSION JOINT MEMBRANE 07 21 00 VAPOR RETARDER R01 07 95 13 EXTERIOR SEISMIC JOINT COVER TOP PLATE 110' - 0" LINE OF CURB BEYOND STEEL STRUCTURE BEYOND PER STRUCTURAL DWGS. R04 R01 0X60 6 S01 11' - 2" AFFS02 11' - 2" AFF 07 95 13 EXTERIOR SEISMIC JOINT COVER 07 52 00 TORCHABLE WATERPROOF EXPANSION JOINT MEMBRANE 07 21 00 VAPOR RETARDER CLR 3" D CLR 3" 07 52 00 TORCHABLE WATERPROOF EXPANSION JOINT MEMBRANE 07 21 00 VAPOR RETARDERR01 R01 6151 6 6151 6 CLR 3" 07 52 00 TORCHABLE WATERPROOF EXPANSION JOINT MEMBRANE 07 21 00 VAPOR RETARDER 6151 6 C9151 6 R01 R01 07 42 13 METAL PANEL CLADDING SYSTEM 07 42 13 REMOVABLE COVER PANEL TO MATCH CLADDING; ATTACH TO ONE SIDE ONLY 05 46 13 7/8" VERTICAL FURRING 07 46 13 7/8" HAT CHANNEL 2-HR RATED WALL ASSEMBLY PER PLAN 07 95 13 INTERIOR SEISMIC JOINT COVER 3" 6"6" 07 54 23 ROOF MEMBRANE GYP 11' - 2" AFF ACT-1 11' - 2" AFF C9151 6 6151 6 08 11 13 HOLLOW METAL FRAME GYP-2 07 95 13 INTERIOR SEISMIC JOINT COVER ALIGN 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION ZONE KEYPLAN 1/ 6 / 2 0 1 7 4 : 2 9 : 0 0 P M C: \ ~ R e v i t L o c a l F i l e s \ 2 0 1 5 9 1 3 - M A D - A r c h - V 1 6 _ e m c g u i r e @ m ah l u m . c o m . r v t MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 2015913.00 Checker Author BUILDING PERMIT 09 JANUARY 2017 EXTERIOR DETAILS - ROOF A-533 3" = 1'-0"A1 SECTION DETAIL - SOUTH SEISMIC JOINT AT BREEZEWAY 3" = 1'-0"A2 SECTION DETAIL - NORTH SEISMIC JOINT AT BREEZEWAY 3" = 1'-0"B4 SECTION DETAIL - SEISMIC JOINT AT RIDGE 3" = 1'-0"D5 ROOF DETAIL - FIREWALL AND SEISMIC JOINT 3" = 1'-0"D1 PLAN DETAIL - SEISMIC JOINT AT EXTR. WALL 3" = 1'-0"A4 HEAD DETAIL AT 2HR FIRE WALL - JAMB SIM 06 41 00 P-LAM ALL EXPOSED SURFACES 06 10 00 BLOCKING AS REQUIRED 4" 3" 09 65 00 RESILIENT BASE 4" TYP 1' - 3" EQ EQ 06 41 00 ADJ SHELF - P-LAM ALL EXPOSED SURFACES DIV 26 ELECTRICAL OUTLET, TYP GROMMET, TYP GROMMET THROUGH CENTER PANEL, TYP 06 41 00 ADJ SHELF - P-LAM ALL EXPOSED SURFACES 09 65 00 RESILIENT BASE 06 41 00 FLUSH OVERLAY CABINET DOOR 06 10 00 BLOCKING AS REQUIRED 4" 3" 15 1/4" 28 3/4" 38" 86" 06 41 00 WIRE PULL HANDLE DIV 26 ELECTRICAL OUTLET 06 41 00 WIRE PULL HANDLE P-LAM ALL EXPOSED SURFACES 06 41 00 3/4" SCRIBE AT CEILING OF MATERIAL MATCHING CABINET FACE 09 65 00 RESILIENT BASE 06 41 00 IN WALL STEEL COUNTERTOP SUPPORT AT 3' - 0" OC, TYP --OR-- 05 50 00 FABRICATED METAL ANGLE BRACE 06 41 00 PLAM COUNTER WALL PER PLAN 26 1/2" 06 41 00 P-LAM BACKSPLASH 06 10 00 BLOCKING AS REQUIRED 06 41 00 FLUSH OVERLAY CABINET DOOR 06 41 00 ADJ SHELF - P-LAM ALL EXPOSED SURFACES 06 41 00 FLUSH OVERLAY CABINET DOOR WITH HANDLE - P-LAM ALL EXPOSED SURFACES 06 41 00 AT CEILING/SOFFIT CONDITIONS, 3/4" SCRIBE OF MATERIAL MATCHING CABINET FACE 06 10 00 BLOCKING AS REQUIRED 06 41 00 P-LAM OVERLAY DRAWER WITH CENTERED HANDLE 09 65 00 RESILIENT BASE EQ EQ EQ 4" 06 41 00 P-LAM BACKSPLASH 06 41 00 P-LAM COUNTER COUNTERTOP 3" OR SOLID SURFACE AS INDICATED 18" 06 10 00 BLOCKING AS REQUIRED 34" 1 1/2" 5"1" 06 41 00 P-LAM COUNTER 06 41 00 P-LAM FLUSH OVERLAY DRAWER 06 41 00 P-LAM BACKSPLASH 09 65 00 RESILIENT BASE 3" FILE DRAWER 12" 4" 06 41 00 P-LAM FLUSH OVERLAY CABINET DOOR 06 41 00 ADJ SHELF - MELAMINE ALL CONCEALED INTERIOR SURFACES 06 10 00 BLOCKING AS REQUIRED 29" 6" 1 1/2" 06 41 00 P-LAM COUNTER 09 65 00 RESILIENT BASE 1" 3" 4" 06 10 00 BLOCKING AS REQUIRED 09 65 00 RESILIENT BASE 06 41 00 P-LAM FLUSH OVERLAY CABINET DOOR 06 41 00 ADJ SHELF - P-LAM ALL EXPOSED SURFACES 3" 4" 06 41 00 FLUSH OVERLAY DRAWER - PLAM ALL EXPOSED SURFACES 06 41 00 HANDLE 06 41 00 P-LAM BACKSPLASH 06 41 00 P-LAM COUNTER COUNTERTOP 06 41 00 HANDLE 06 41 00 REMOVABLE BOTTOM WITH ATTACHED TOE KICK WHERE NOTED SEE -/--- 06 41 00 SHELF - P-LAM ALL EXPOSED SURFACES 1 1/2" 06 41 00 P-LAM COUNTER 09 65 00 RESILIENT BASE 1" 4" 3" EQ EQ 06 41 00 PLAM FINISHED BACK PANEL 1" 1' - 3" TYP 1' - 3" TYP 06 41 00 P-LAM COUNTER DIV 22 SINK 06 41 00 P-LAM APRON 1" 1 1/2" 06 41 00 P-LAM PANEL ON MAGNETS 06 10 00 BLOCKING AS REQUIRED ACCESSIBLE CLEARANCE - SEE TYPICAL MOUNTING HEIGHTS SHEET 09 65 00 RESILIENT BASE 27" CLR 08 80 00 FULL HEIGHT BACK PAINTED GLASS BACKSPLASH, GL-1 06 41 00 ADJ SHELF - P-LAM ALL EXPOSED SURFACES 09 65 00 RESILIENT BASE 4" 2 1/4" 1 1/2" 34" 10 EQUAL 52" 86" 15" FIXED SHELF - P-LAM ALL EXPOSED SURFACES 06 41 00 FIXED SHELF - P-LAM ALL EXPOSED SURFACES TYP 4 1/8" 06 41 00 HANDLE SOFFIT 11 31 00 DISHWASHER 06 41 00 P-LAM COUNTER 06 10 00 BLOCKING AS REQUIRED 34" 06 41 00 P-LAM BACKSPLASH DIV 26 ELECTRICAL 1 1/2" 06 41 00 FLUSH OVERLAY CABINET DOOR 06 41 00 ADJ SHELF - P-LAM ALL EXPOSED SURFACES OUTLINE OF OPEN CASEWORK (FOR REFERENCE) 06 41 00 (4) CASTERS W/ BRAKES 06 41 00 FINISH ALL SIDES 4" 4" 4" 06 41 00 ADJ SHELF - P-LAM ALL EXPOSED SURFACES 09 65 00 RESILIENT BASE 06 41 00 FLUSH OVERLAY CABINET DOOR WITH LOCK AT EACH LEAF 06 10 00 BLOCKING AS REQUIRED TO COORDINATE WITH MECH 24" 58" 4" 3" 86" 06 41 00 FLUSH OVERLAY CABINET FIXED PANEL DIV 26 ELECTRICAL PANEL/RADIANT HEAT PANEL WITHIN WALL BEHIND - SEE ELECTRICAL 06 41 00 3/4" SCRIBE AT CEILING OF MATERIAL MATCHING CABINET FACE REMOVABLE FALSE BACK PANEL ON MAGNETS 06 41 00 HANDLE 06 41 00 ADJ SHELF - MELAMINE ALL EXPOSED INTERIOR SURFACES 06 41 00 PLAM FLUSH OVERLAY CABINET DOOR 06 10 00 BLOCKING AS REQUIRED 18"10" 11 1/2" 06 41 00 PERFORATED LAMINATE TO BE 40% OPEN. 09 65 00 RESILIENT BASE 4" 3" 06 41 00 HANDLE 06 41 00 P-LAM ALL EXPOSED SURFACES 06 10 00 BLOCKING AS REQUIRED 4" 3" 09 65 00 RESILIENT BASE EQ EQ EQ EQ EQ 06 41 00 FIXED SHELF - P-LAM ALL EXPOSED SURFACES 7' - 2" 06 41 00 ADJ SHELF - MELAMINE ALL CONSEALED INTERIOR SURFACES 09 65 00 RESILIENT BASE 06 41 00 PLAM FLUSH OVERLAY CABINET DOOR 06 10 00 BLOCKING AS REQUIRED 2' - 10" EQ EQ 4" 3" EQ EQ EQ EQ 06 41 00 ADJ SHELF - PLAM ALL EXPOSED SURFACES 06 41 00 ADJ SHELF - P-LAM ALL EXPOSED SURFACES 06 10 00 BLOCKING AS REQUIRED 4" 3" 09 65 00 RESILIENT BASE 06 41 00 PLAM OUTER FACE OF TOP AND END PANELS, PL-3 TYP 12 1/2" CLR 44 1/2" 06 41 00 P-LAM ALL INTERIOR FACES 06 10 00 BLOCKING AS REQUIRED 4" 3" 09 65 00 RESILIENT BASE 06 41 00 PLAM OUTER FACE OF TOP AND END PANELS, PL-3 06 41 00 2" THICK CUSHION: UPHOLSTERY COVERING OVER HIGH RESILIENCE FOAM 06 41 00 TWO (2) ROWS OF 2" INDUSTRIAL VELCRO 1' - 6" 06 41 00 ADJ SHELF - P-LAM ALL EXPOSED SURFACES 06 10 00 BLOCKING AS REQUIRED 4" 3" 09 65 00 RESILIENT BASE 06 41 00 PLAM OUTER FACE OF TOP AND END PANELS, PL-3 57 3/4" TYP 12 1/2" CLR 06 10 00 BLOCKING AS REQUIRED 06 41 00 SHELF - P-LAM ALL EXPOSED SURFACES 09 65 00 RESILIENT BASE 06 41 00 P-LAM COUNTER 1 1/2" 4" 3" 36" 18" 06 41 00 3" THICK CUSHION: UPHOLSTERY COVERING OVER HIGH RESILIENCE FOAM 06 41 00 2" THICK CUSHION: UPHOLSTERY COVERING OVER HIGH RESILIENCE FOAM 06 41 00 BUILT-UP APPLE PLY EDGE 06 41 00 P-LAM BENCH TOP FACE 06 41 00 P-LAM TOP FACE 06 10 00 BLOCKING AS REQUIRED 05 50 00 IN-WALL MOUNTED SUPPORT 06 41 00 TWO (2) ROWS OF 2" INDUSTRIAL VELCRO, TYP 8 0 ° 28" 20" 3"38 1/4" 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION ZONE KEYPLAN 1/ 6 / 2 0 1 7 4 : 2 9 : 0 5 P M C: \ ~ R e v i t L o c a l F i l e s \ 2 0 1 5 9 1 3 - M A D - A r c h - V 1 6 _ e m c g u i r e @ m ah l u m . c o m . r v t MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 2015913.00 DM MG/EM BUILDING PERMIT 09 JANUARY 2017 CASEWORK DETAILS A-541 1" = 1'-0"A1 CHROMEBOOK CABINET 1" = 1'-0"A2 TALL MICROWAVE CAB 1" = 1'-0"E3 COUNTER W/ KNEE SPACE 1" = 1'-0"C4 WALL HUNG CABINET 1" = 1'-0"C3 BASE CABINET W/ 4-DRAWERS 1" = 1'-0"D3 BASE CABINET W/ FILE DRAWER 1" = 1'-0"C1 BASE CABINET 1" = 1'-0"C2 BASE CABINET W/ SINGLE DRAWER 1" = 1'-0"D1 CUBBIE 1" = 1'-0"E1 COUNTERTOP W/ SINK @ CONF 1" = 1'-0"D6 MAILBOX W/ BASE CABINET 1" = 1'-0"E4 COUNTER AT DISHWASHER 1" = 1'-0"E2 MOVEABLE BASE CABINET W/ DOORS 1" = 1'-0"A4 TALL CABINET AT RADIANT PANELS 1" = 1'-0"A5 TALL CABINET @ DISPLACEMENT 1" = 1'-0"A3 BACKPACK STORAGE CUP 01 07/25/16 CUP RESPONSE 01 1" = 1'-0"A6 TALL CABINET - OPEN BELOW 1" = 1'-0"D4 LIBRARY CABINET 1" = 1'-0"D2 BENCH CABINET 1" = 1'-0"D5 601 M1 LIBRARY CABINET 1" = 1'-0"C5 WKRM ISLAND CABINET 1" = 1'-0"C6 BENCH KK K 9' - 3" 15' - 10 1/4" 1' - 0" 5' - 11 3/4" 1' - 0"1' - 6" 2' - 5 1/2" 5' - 9" 09 65 00 RESILIENT BASE 30" 06 41 00 PLAM COUNTER 06 41 00 PLAM PANEL 1 1/2" 1"5" 24" 30" 06 41 00 REMOVABLE PLAM PANEL 06 41 00 WIRE MGMT CHANNEL 06 41 00 IN WALL STEEL ANGLE BRACE --OR-- 05 50 00 FABRICATED METAL ANGLE BRACE DIV 26 ELECTRICAL / DIV 27 DATA ELECTRICAL CHASE THROUGH STUDS 06 41 00 GROMMET 09 65 00 RESILIENT BASE 10 11 01 TACKBOARD 12" 18" 1" 06 41 00 SOLID SURFACE COUNTERTOP30" 30" 12" 06 41 00 REMOVABLE PLAM PANEL 06 41 00 WIRE MGMT CHANNEL 06 41 00 PLAM COUNTER 06 41 00 CONT BENT SS PLATE 25" 06 41 00 ACRYLIC PANEL DIV 26 ELECTRICAL / DIV 27 DATA 1 1/2" 5" ELECTRICAL CHASE THROUGH STUDS 06 41 00 IN WALL STEEL ANGLE BRACE --OR-- 05 50 00 FABRICATED METAL ANGLE BRACE 06 41 00 GROMMET 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION ZONE KEYPLAN 1/ 6 / 2 0 1 7 4 : 2 9 : 1 0 P M C: \ ~ R e v i t L o c a l F i l e s \ 2 0 1 5 9 1 3 - M A D - A r c h - V 1 6 _ e m c g u i r e @ m ah l u m . c o m . r v t MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 2015913.00 Checker Author BUILDING PERMIT 09 JANUARY 2017 CASEWORK DETAILS A-542 1" = 1'-0"A1 ENLARGED PLAN - RECEPTION DESK 1/4" = 1'-0"E4 RECEPTION DESK FRONT 1/4" = 1'-0"E6 RECEPTION DESK BACK 1/4" = 1'-0"E5 RECEPTION DESK SIDE 1" = 1'-0"1 RECEPTION DESK 1" = 1'-0"2 RECEPTION DESK 08 11 13 HOLLOW METAL FRAME DOOR PER SCHEDULE 07 90 05 ACOUSTIC SEALANT JOINT EACH SIDE ALL AROUND FRAME 07 21 00 BATT INSULATION 1/ 2 " 2"1/2" TYPE PER PARTITION 08 11 13 HOLLOW METAL FRAME DOOR PER SCHEDULE 07 90 05 ACOUSTIC SEALANT JOINT EACH SIDE ALL AROUND FRAME 07 21 00 BATT INSULATION SWING SIDE 2 1/4" 1 5/8" 2" 1/2" 2"1/2" 5 3/4" ASSEMBLY >8" STUDS PER WALL ROOM SIDE HALLWAY SIDE AS SCHEDULED 1/2"08 80 00 GLAZING 08 11 13 HOLLOW METAL FRAME DOOR PER SCHEDULE 1/2" SWING SIDE VARIES 2" 2" HALLWAY SIDE ROOM SIDE 1" VARIES 12 24 00 ROLLER SHADE, WHERE OCCURS 08 80 00 GLAZING 08 11 13 HOLLOW METAL FRAME 07 90 05 ACOUSTIC SEALANT JOINT EACH SIDE ALL AROUND FRAME FLOOR AS SCHEDULED 07 21 00 BATT INSULATION ASSEMBLY PER WALL 2" 1/2" 1" ROOM SIDE HALLWAY SIDE 12 24 00 ROLLER SHADE, WHERE OCCURS 08 11 13 HOLLOW METAL FRAME DOOR PER SCHEDULE 2" 1" VARIES PER PLAN ASSEMBLY CEILING PER PLANS 07 90 05 ACOUSTIC SEALANT JOINT EACH SIDE ALL AROUND FRAME 08 80 00 GLAZING HALLWAY SIDE ROOM SIDE 12 24 00 ROLLER SHADE, WHERE OCCURS 08 80 00 GLAZING 08 11 13 HOLLOW METAL FRAME 07 90 05 ACOUSTIC SEALANT JOINT EACH SIDE ALL AROUND FRAME ROOM SIDE 07 21 00 BATT INSULATION ASSEMBLY > 8" STUDS PER WALL 06 10 00 WOOD BLOCKING DOUBLE STUD AT EACH JAMB UP TO METAL DECK TYP. HALLWAY SIDE 5 1/4" 1" 12 24 00 ROLLER SHADE, WHERE OCCURS CEILING PER PLANS, WHERE OCCURS 08 80 00 GLAZING 08 11 13 HOLLOW METAL FRAME 1" 08 11 13 HOLLOW METAL FRAME, BEYOND ASSEMBLY PER WALL ROOM SIDE HALLWAY SIDE 3/4" 2" 3/4" 12 24 00 ROLLER SHADE, WHERE OCCURS 08 80 00 GLAZING 08 11 13 HOLLOW METAL FRAME 07 90 05 ACOUSTIC SEALANT JOINT EACH SIDE ALL AROUND FRAME EQ EQ 2" 1/2" 1/2" 07 21 00 BATT INSULATION ASSEMBLY ≤ 8" STUDS PER WALL 1/2" 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION ZONE KEYPLAN 1/ 6 / 2 0 1 7 5 : 1 1 : 1 9 P M C: \ ~ R e v i t L o c a l F i l e s \ 2 0 1 5 9 1 3 - M A D - A r c h - V 1 6 _ e m c g u i r e @ m ah l u m . c o m . r v t MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 2015913.00 Checker Author BUILDING PERMIT 09 JANUARY 2017 INTERIOR DETAILS - DOORS AND RELITES A-552 3" = 1'-0"E2 HM DOOR JAMB/HEAD, TYP (≤8" STUDS) 3" = 1'-0"E1 HM DOOR JAMB/HEAD AT THICK WALLS ( >8" STUDS) 3" = 1'-0"E3 HM DOOR TO RELITE JAMB 3" = 1'-0"D4 HM RELITE BASE 3" = 1'-0"D1 HM DOOR HEAD AT TRANSOM 3" = 1'-0"E6 HM RELITE JAMB/HEAD/SILL AT THICK WALLS ( >8" STUDS) 3" = 1'-0"E4 HM RELITE INTERMEDIATE JAMB 3" = 1'-0"E5 HM RELITE JAMB/HEAD/SILL (≤ 8" STUDS) 09 21 16 GYPSUM WALL BOARD 06 10 00 SHIM 09 21 16 SHADOW REVEAL TRANSITION MOLDING 09 51 00 AP-1 CEILING HT SEE RCP 09 51 00 WALL MOLDING 09 51 00 HANGER WIRE PER MANUFACTURER 09 51 00 ACT WALL PER PLANS 8" MAX CEILING HT SEE RCP AND DUCTWORK 09 90 00 PAINT EXPOSED HANGERS 09 51 00 ACT 09 51 00 HANGER WIRE PER MANUFACTURER 09 51 00 PERIMETER TRIM 4" CEILING HT SEE RCP 09 51 00 HANGER WIRE PER MANUFACTURER 09 51 00 ACT 6" 09 21 16 GYPSUM BOARD SOFFIT 02-9-0 400 SEE RCP FOR CEILING TYPE 09 51 00 ACT 09 21 16 GYPSUM BOARD CEILING HT SEE RCP 09 21 16 METAL RUNNER CHANNEL SOFFIT FRAMING - BIDDER DESIGNED 09 51 00 ACT CEILING MOLDING CEILING HT SEE RCP 09 51 00 WALL MOLDING 09 51 00 HANGER WIRE PER MANUFACTURER 09 51 00 ACT 6" 6" CEILING HT SEE RCP 02-9-0 400 SEE RCP FOR CEILING TYPE CEILING HT SEE RCP 09 51 00 WALL MOLDING 09 51 00 HANGER WIRE PER MANUFACTURER 09 51 00 ACT 6" 09 21 16 GYPSUM BOARD SOFFIT PER RCP CEILING HT SEE RCP WALL PER PLANS CEILING HT SEE RCP 09 51 00 HANGER WIRE PER MANUFACTURER 09 51 00 ACT 09 21 16 GYPSUM BOARD SOFFIT CEILING HT SEE RCP 09 51 00 1 1/2"x 1 1/2"x 16 GAGE STRUT TO STRUCTURE ABOVE. LOCATE AT EACH LATERAL BRACING POINT, AND SCREW TO TEES @ 12'-0" O.C. COUNTER SLOPE HANGERS - IF MORE 09 51 00 PROVIDE ADDITIONAL HANGERS AT ALL MEMBERS WITHIN 8" OF PERIMETER 09 51 00 CONNECTION DEVICES TO BE OF AN APPROVED TYPE AND HAVE 100 LB CAPABILITY LATERAL BRACING MAX 45.000° 8" MAX 4'-0" MAX 4' - 0"4' - 0" 09 51 00 CROSS RUNNERS FIT BETWEEN MAIN RUNNERS 09 51 00 MAIN RUNNERS @ 4'-0" O.C. SUPPORT WITH #12 WIRE @ 4'-0" O.C. SECURE ALL HANGERS TO BUILDING STRUCTURE. (TRAPEZE DUCTWORK AND OTHER LARGE OBSTRUCTIONS) W/ APPROVED ANCHOR (100 LB. CAPACITY) & WITH #12 WIRE. THAN 1:6 OUT OF PLUMB BUILDING STRUC. 12'-0" O.C. EACH WAY SEISMIC BRACING NOTES 1. PROVIDE LATERAL BRACING AT 12'-0" O.C. EACH WAY, FROM MAIN RUNNER TO STRUC. BEGIN BRACING WITHIN 4" OF PERIMETER & 2" FROM CROSS MEMBER. 2. ATTACH WIRES WITH 3 TURNS AT TOP AND BOTTOM, TYPICAL. 3. PROVIDE A "T" BAR STRUT FROM MAIN RUNNERS TO STRUC. ABOVE AT 12'-0" O.C. TO RESIST UPLIFT. SECURE STRUT AT "T" GRID W/ #12 WIRE; SECURE STRUT AT STRUC. C BAMAIN + CROSS TEE AT WALL A-561 B1 8" M AX 7/8" 7/8" 1/2" EDGE MOLDING WIRE HANGER SEISMIC CLIP PERIMETER ATTACHMENT AT TWO ADJACENT WALLS EDGE MOLDING WIRE HANGER SEISMIC CLIP PERIMETER UNATTACHED AT REMAINING WALLS 8" M AX 12 GA HANGER WIRE AT EACH POINT OF TRACK CONNECTION, SADDLE TIE WITH (3) RIGHT TURNS OCCURS AT BOTH 09 51 00 ACT AND 09 21 16 GYPSUM BOARD ASSEMBLIES 12 22 16 CURTAIN TRACK - ATTACH THROUGH CEILING FINISH TO FURRING CHANNEL PER MANUFACTURER'S RECOMMENDATIONS, PERPENDICULAR TO GRID WHERE OCCURS AT ACOUSTICAL TILE CEILING HT SEE RCP CEILING HT SEE RCP WALL PER PLANS CEILING HT SEE RCP 09 21 16 GYPSUM BOARD SOFFIT 09 21 16 GYPSUM BOARD SOFFIT 09 21 16 #10 x 3/4" S-4 HEX WASHER HEAD S.M.S. @ 12" OC 2 MIN EACH SIDE 09 21 16 #9 HANGER WIRE @ 2 DIAGONAL CORNERS OF ACCESS PANEL FRAME 09 21 16 5/8" GWB 09 21 16 ACCESS PANEL & FRAME FLANGE 09 21 16 ACCESS PANEL CONTINUOUS HINGE FLOOR ASSEMBLY PER PLAN 06 42 16 APPLE PLYWOOD PANEL (WDP-1) SEE PLAN FOR CEILING TYPE 1/4" 09 21 16 METAL TRIM 06 42 16 APPLE PLYWOOD PANEL (WDP-1) (PT-3) SAND AND FINISH EXPOSED EDGES SEE RCP 1' - 8" (VFY) 09 21 16 GYPSUM BOARD CEILING HT SEE RCP 09 51 00 ACT 06 42 13 APPLEPLY AT ALT 09 21 16 SUSPENSION SYSTEM 09 21 16 SHADOW REVEAL TRANSITION MOLDING 7902 CEILING HT SEE RCP 11 52 13 FRONT PROJECTION SCREEN PER MANUF. INSTRUCTIONS 05 12 00 STEEL ANGLE BRACING TO SUPPORT BENT PLATE FASCIA TRIM AND GYPSUM BOARD VALENCE 10 11 01 HORIZONTAL SLIDING MARKERBOARD BRACKET 10 11 01 SLIDING MARKER BOARD TRACKS 10 11 01 1/8" BENT PLATE FASCIA TRIM 09 21 16 5/8" GYPSUM BOARD 10 11 01 SLIDING MARKER BOARDS WITH PORCELAIN ENAMEL PANELS ON ROOM SIDE BEAM PER STRUCTURAL 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION ZONE KEYPLAN 1/ 6 / 2 0 1 7 4 : 2 9 : 2 1 P M C: \ ~ R e v i t L o c a l F i l e s \ 2 0 1 5 9 1 3 - M A D - A r c h - V 1 6 _ e m c g u i r e @ m ah l u m . c o m . r v t MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 2015913.00 DM BM/AD/EM BUILDING PERMIT 09 JANUARY 2017 INTERIOR DETAILS - CEILINGS A-561 3" = 1'-0"E1 CL - ACT AT EXT WDW 3" = 1'-0"E2 ACT AT WALL 1 1/2" = 1'-0"E3 ACT CLOUD 3" = 1'-0"E4 ACT TO GYP 1 1/2" = 1'-0"E5 ACT TO GYP TRANSITION 3" = 1'-0"D1 ACT TO LOWER ACT 3" = 1'-0"D2 ACT TO LOWER SOFFIT 3" = 1'-0"D3 ACT TO GYP 3/4" = 1'-0"D4 CEILING SEISMIC BRACING DIAGRAM 3" = 1'-0"B1 CEILING SEISMIC DETAIL 3" = 1'-0"B2 CUBICLE CURTAIN TRACK 3" = 1'-0"B3 GYP TO LOWER GYP 3" = 1'-0"1 ACCESS PANEL 3" = 1'-0"2 GYP CEILING TO WOOD VENEER 3" = 1'-0"3 ACT TO FLUSH GYP 3" = 1'-0"4 PROJECTION SCREEN 3" = 1'-0"5 CLNG AT SLIDING MARKERBD CUP 01 07/25/16 CUP RESPONSE 01 08 71 00 ALUMINIUM THRESHOLD - ALIGN W/ FACE OF VENITLATED BASE AND CENTER OF DOOR, WHERE OCCURS. FASTEN TO CONCRETE ONLY SLAB RECESS 2 1/2" 2" VERIFY W/ MANUFACTURER 09 64 00 VENTILATING BASE 08 71 00 4" STAINLESS STEEL BASE 09 64 00 WOOD SPORTS FLOORING SHOCK PAD 09 64 00 WOOD SPORTS FLOORING EDGE OF DOOR FRAM BEYOND DOOR, WHERE OCCURS 03 30 00 CAST-IN-PLACE CONCRETE 12 48 13 ENTRANCE FLOOR MAT, WHERE OCCURS 5" MIN. 4" 03 30 00 UNDERSLAB VAPOR RETARDER, CONTINUOUS 7 1/8" 11 66 23 FLOOR SLEEVE W/ REMOVABLE COVER PLATE 09 64 00 WOOD SPORTS FLOOR 03 30 00 NON-SHRINK GROUT 03 30 00 CAST-IN-PLACE CONCRETE, RECESS AT TILE 09 30 00 UNDERLAYMENT SLOPED TO ALIGN 09 30 00 CERAMIC TILE COVE BASE 09 30 00 CERAMIC FLOOR TILE 09 30 00 CERAMIC WALL TILE 09 30 00 STAINLESS STEEL SCHLUTER TRIM WALL PER SCHEDULE XX XX XX VAPOR BARRIER MEMBRANE TO EXTEND 6" UP VERTICAL FACE 03 30 00 CAST-IN-PLACE CONCRETE, RECESS AT TILE 09 30 00 UNDERLAYMENT SLOPED TO ALIGN 09 30 00 TILING SLAB RECESS 1/2" AT CERAMIC TILE, 2" AT QUARRY TILE. VERIFY WITH 09 30 00 MANUFACTURER ALIGN 09 30 00 CAST-IN-PLACE CONCRETE 08 71 00 STAINLESS STEEL THRESHOLD 12 48 13 ENTRANCE FLOOR MATS AND FRAMES DOOR, WHERE OCCURS SLAB RECESS 2 1/2" 2" VERIFY W/ MANUFACTURER 09 64 00 VENTILATING BASE SEE PLAN FOR WALL TYPE AND DIMENSIONS 09 64 00 WOOD SPORTS FLOORING SHOCK PAD 09 64 00 WOOD SPORTS FLOORING ALIGN 08 71 00 STAINLESS STEEL THRESHOLD - ALIGN W/ FACE OF VENITLATED BASE AND INSIDE FACE OF OPERABLE PARTITION SLAB RECESS 2 1/2" 2" VERIFY W/ MANUFACTURER 09 64 00 VENTILATING BASE 08 71 00 4" STAINLESS STEEL BASE 09 64 00 WOOD SPORTS FLOORING SHOCK PAD 09 64 00 WOOD SPORTS FLOORING STEM WALL PER STRUCTURAL 8" 1/2" 12 48 13 ENTRANCE FLOOR MAT AND FRAME (WOM-2) 03 30 00 CAST-IN-PLACE CONCRETE - RECESS AT FLOOR MAT 09 68 13 TILE CARPET 09 65 00 RESILIENT FLOORING STAINLESS STEEL TRANSITION 09 68 13 TILE CARPETING 03 30 00 CAST-IN-PLACE CONCRETE STAINLESS STEEL TRANSITION 03 30 00 CAST-IN-PLACE CONCRETE CENTER ON DOOR, WHERE OCCURS 09 65 00 RESILIENT FLOORING UNDERLAYMENT STAINLESS STEEL TRANSITION NORTH 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION ZONE KEYPLAN 1/ 6 / 2 0 1 7 4 : 2 9 : 2 5 P M C: \ ~ R e v i t L o c a l F i l e s \ 2 0 1 5 9 1 3 - M A D - A r c h - V 1 6 _ e m c g u i r e @ m ah l u m . c o m . r v t MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 2015913.00 DM BM/AD/EM BUILDING PERMIT 09 JANUARY 2017 INTERIOR DETAILS - FLOOR TRANSITIONS A-571 3" = 1'-0"E1 FLR DR THESHOLD AT GYM, INTERIOR 3" = 1'-0"E4 FLR POST FLOOR SLEEVE 3" = 1'-0"E5 FLR TO WALL TRANS @ TOILET 6" = 1'-0"C1 FLR TRANS CONC-CT/QT 6" = 1'-0"D1 FLR TRANS WOM-CONC @ DOOR 3" = 1'-0"E2 FLR VENTED BASE AT WALL 3" = 1'-0"E3 FLR DR THESHOLD AT GYM, EXTERIOR 6" = 1'-0"D3 FL-TRANS - WOM-CONC 6" = 1'-0"D5 FL-TRANS - WOM-RF 6" = 1'-0"D4 FL-TRANS - WOM-CONC 6" = 1'-0"D2 FL-TRANS - CONC-RF FIRE RESISTANCE: SOURCE: STC RATING / SOURCE:X62 07 42 13 METAL WALL PANEL (MP-1) 07 42 13 METAL FURRING, 7/8" HORIZONTAL 07 42 13 METAL Z FURRING, 2" VERTICAL 07 25 00 WEATHER BARRIER - 06 10 00 PLYWOOD WALL SHEATHING 06 10 00 WOOD STUD FRAMING - NA METAL PANEL UN-INSULATED FASCIA EXTERIOR WALL ASSEMBLIES FIRE RESISTANCE: SOURCE: STC RATING / SOURCE:X63 07 46 46 SIDING, HIGH DENSITY FIBER CEMENT 07 46 46 RAINSCREEN FABRIC, BLACK 07 46 46 FURRING STRIPS, PT WOOD 07 21 00 MINERAL FIBER BOARD INSULATION R-4.2, 1" 07 25 00 WEATHER BARRIER 06 10 00 PLYWOOD WALL SHEATHING - 06 10 00 WOOD STUD FRAMING 07 21 00 MINERAL FIBER BATT R-23, 5.5" 07 21 00 VAPOR RETARDER SHEET - 09 21 16 GYPSUM WALLBOARD HIGH DENSITY FIBER CEMENT FIRE RESISTANCE: SOURCE: STC RATING / SOURCE:X64 07 19 00 WATER REPELLENT 04 20 00 BRICK VENEER 04 20 00 MASONRY ANCHOR 07 21 00 MINERAL FIBER BOARD INSULATION R-4.2, 1" 07 25 00 WEATHER BARRIER 06 10 00 PLYWOOD WALL SHEATHING - 06 10 00 WOOD STUD FRAMING 07 21 00 MINERAL FIBER BATT R-23, 5.5" 07 21 00 VAPOR RETARDER SHEET - 09 21 16 GYPSUM WALLBOARD BRICK VENEER FIRE RESISTANCE: SOURCE: STC RATING / SOURCE:X60 07 42 13 METAL WALL PANEL (MP-1) 07 42 13 METAL FURRING, 7/8" HORIZONTAL 07 42 13 METAL FURRING, 7/8" VERTICAL 07 21 00 MINERAL FIBER BOARD INSULATION R-4.2, 1" 07 25 00 WEATHER BARRIER 06 10 00 PLYWOOD WALL SHEATHING - 06 10 00 WOOD STUD FRAMING 07 21 00 MINERAL FIBER BATT R-23, 5.5" 07 21 00 VAPOR RETARDER SHEET - 09 21 16 GYPSUM WALLBOARD METAL PANEL WALL FIRE RESISTANCE: SOURCE: STC RATING / SOURCE:X61 07 42 13 METAL WALL PANEL (MP-1) 07 42 13 METAL FURRING, 7/8" HORIZONTAL 07 42 13 METAL FURRING, 7/8" VERTICAL 07 21 00 MINERAL FIBER BOARD INSULATION R-4.2, 1" 07 25 00 WEATHER BARRIER 06 10 00 PLYWOOD WALL SHEATHING - 06 10 00 WOOD STUD FRAMING 07 21 00 MINERAL FIBER BATT R-23, 5.5" 07 21 00 VAPOR RETARDER SHEET METAL PANEL INSULATED FASCIA FIRE RESISTANCE: SOURCE: STC RATING / SOURCE:X66 1 HOUR UL DES U305 07 19 00 WATER REPELLENT 04 20 00 BRICK VENEER 04 20 00 MASONRY ANCHOR 07 21 00 MINERAL FIBER BOARD INSULATION R-4.2, 1" 07 25 00 WEATHER BARRIER 06 10 00 PLYWOOD WALL SHEATHING - 06 10 00 WOOD STUD FRAMING 07 21 00 MINERAL FIBER BATT R-23, 5.5" 07 21 00 VAPOR RETARDER SHEET - 09 21 16 GYPSUM WALLBOARD BRICK VENEER (1 HR) 1/4" TYP 6" 6 5/8" FIRE RESISTANCE: SOURCE: STC RATING / SOURCE:X67 1 HOUR UL DES U305 07 19 00 WATER REPELLENT 04 20 00 BRICK VENEER 04 20 00 MASONRY ANCHOR 07 21 00 MINERAL FIBER BOARD INSULATION R-4.2, 1" 07 25 00 WEATHER BARRIER 06 10 00 PLYWOOD WALL SHEATHING - 06 10 00 WOOD STUD FRAMING 07 21 00 MINERAL FIBER BATT R-23, 5.5" 07 21 00 VAPOR RETARDER SHEET - 06 10 00 PLYWOOD WALL SHEATHING 09 21 16 GYPSUM WALLBOARD BRICK VENEER (1 HR) 6 5/8" FIRE RESISTANCE: SOURCE: STC RATING / SOURCE:X65 07 19 00 WATER REPELLENT 04 20 00 BRICK VENEER 04 20 00 MASONRY ANCHOR 07 21 00 MINERAL FIBER BOARD INSULATION R-4.2, 1" 07 25 00 WEATHER BARRIER 09 21 16 GYPSUM WALLBOARD 06 10 00 PLYWOOD WALL SHEATHING - 06 10 00 WOOD STUD FRAMING 07 21 00 MINERAL FIBER BATT R-23, 5.5" 07 21 00 VAPOR RETARDER SHEET - 06 10 00 PLYWOOD WALL SHEATHING 09 21 16 GYPSUM WALLBOARD BRICK VENEER 6 5/8" X51 600 75 150 162 250 362 400 600 800 1000 1200 1400 3/4" 1 1/2" 1 5/8" 2 1/2" 3 5/8" 4" 6" 8" 10" 12" 14" = = = = = = = = = = = MASONRY (NOMINAL SIZE): CONCRETE: (ACTUAL SIZE) (3) CORE THICKNESS (1) CORE MATERIAL (3) CORE THICKNESS METAL FRAMING: WOOD STUDS (NOMINAL SIZE): 07 42 13 METAL WALL PANEL, PREFINISHED 07 42 13 METAL FURRING 07 21 00 BOARD INSULATION, FOAM 07 25 00 WEATHER BARRIER 09 21 16 GYPSUM SHEATHING BOARD - 05 40 00 METAL STUD FRAMING 07 21 00 BATT INSULATION 07 25 00 VAPOR RETARDER - 09 21 16 GYPSUM WALL BOARD X51 (1) CORE MATERIAL ASSEMBLY TYPE DESCRIPTION EXTERIOR WALL ASSEMBLY TAG DESCRIPTION FIRE RESISTANCE: SOURCE: X HOUR XX STC RATING / SOURCE: 1. EXTERIOR WALL ASSEMBLY SYMBOLS ARE NOTED ON PLANS & WALL SECTIONS. 2. REFER TO ELEVATIONS, SECTIONS AND DETAILS FOR EXTENTS OF EXTERIOR WALL ASSEMBLIES. 3. ALL EXTERIOR CAVITY WALL INSULATION SHALL BE WEATHER RESISTANT. GENERAL NOTES: EXTERIOR WALL LEGEND 4 6 8 10 = = = = 2X4 2X6 2X8 2X10 4 8 = = 3 5/8" 7 5/8" 6 8 = = 6" 8" DESCRIPTION (2) TYPE NUMBER 3 CONCRETE (1) CORE MATERIAL (BY SPEC DIVISION) 4 5 6 MASONRY METAL EXTERIOR WALL FRAMING WOOD XX (2) TYPE NUMBER FIRE RESISTANCE: SOURCE: STC RATING / SOURCE:R01 07 52 00 MODIFIED BITUMEN ROOF 07 52 00 1/4" COVER BOARD 07 52 00 R-38 RIGID INSULATION 07 52 00 VAPOR RETARDER 06 10 00 1 1/8" PLYWOOD PER STRUCTURAL 06 10 00 WOOD FRAMING PER STRUCTURAL 0 HOURINSULATED BUILT-UP ROOF ROOF ASSEMBLIES FIRE RESISTANCE: SOURCE: STC RATING / SOURCE:F02 0 HOUR FLOOR FINISH PER SCHEDULE 03 54 00 2" UNDERLAYMENT DIV 23 RADIANT TUBES 03 30 00 R-10 BOARD INSULATION 03 30 00 SLAB ON GRADE PER STRUCTURAL 03 30 00 UNDER SLAB VAPOR RETARDER 31 00 00 CAPILLARY BREAK SLAB ON GRADE - HEATED FIRE RESISTANCE: SOURCE: STC RATING / SOURCE:R02 07 52 00 MODIFIED BITUMEN ROOF 07 52 00 1/4" COVER BOARD 07 52 00 VAPOR RETARDER 06 10 00 1 1/8" PLYWOOD 06 10 00 WOOD FRAMING PER STRUCTURAL 09 21 16 VAPOR RETARDER 0 HOURUNINSULATED BUILT-UP ROOF FIRE RESISTANCE: SOURCE: STC RATING / SOURCE: S02 06 10 00 WOOD FRAMING - 09 21 16 EXTERIOR GYPSUM SOFFIT BOARD 09 21 16 EXTERIOR STUCCO SOFFIT 0 HOUR FIRE RESISTANCE: SOURCE: STC RATING / SOURCE:R03 07 52 00 MODIFIED BITUMEN ROOF 07 52 00 1/4" COVER BOARD 07 52 00 R-38 RIGID INSULATION 07 52 00 VAPOR RETARDER 05 30 00 3" METAL DECK PER STRUCTURAL 05 21 00 STEEL JOIST FRAMING PER STRUCTURAL 0 HOURGYMNASIUM ROOF SOFFIT ASSEMBLIES ADDITIVE ALTERNATE #7: 07 42 13 METAL PANEL PRESTIGE SERIES SOFFIT PANELS IN LIEU OF EXTERIOR GYPSUM BOARD WITH STUCCO FINISH ADDITIVE ALTERNATE #9: R-49 CLOSED-CELL SPRAY FOAM INSULATION AT UNDERSIDE OF DECK IN LIEU OF R-38 RIGID INSULATION AND VAPOR RETARDER. SUBTRACT APPROX. 8" OF METAL PANEL FASCIA AT OVERHANGS FIRE RESISTANCE: SOURCE: STC RATING / SOURCE:R04 07 52 00 MODIFIED BITUMEN ROOF 07 52 00 1/4" COVER BOARD 07 52 00 VAPOR RETARDER 05 30 00 METAL DECK PER STRUCTURAL 05 21 00 STEEL JOIST FRAMING PER STRUCTURAL 0 HOUR NON-COMBUSTIBLE CONNECTORS FLOOR ASSEMBLIES FIRE RESISTANCE: SOURCE: STC RATING / SOURCE:F01 0 HOUR FLOOR FINISH PER SCHEDULE 03 30 00 SLAB ON GRADE PER STRUCTURAL 03 30 00 UNDER SLAB VAPOR RETARDER 31 00 00 CAPILLARY BREAK SLAB ON GRADE FIRE RESISTANCE: SOURCE: STC RATING / SOURCE:F03 06 10 00 3/4" PLYWOOD 06 10 00 3/4" PLYWOOD PER STRUCTURAL 06 10 00 TJI FLOOR JOISTS PER STRUCTURAL 09 21 16 3 1/2" ACOUSTIC BATT INSULATION 09 21 16 RESILIENT SOUND ISOLATION CLIP (RSIC-1) 09 21 16 GYPSUM WALLBOARD 09 21 16 GYPSUM WALLBOARD MECHANICAL LEVEL INTERIOR FLOOR FIRE RESISTANCE: SOURCE: STC RATING / SOURCE: S01 07 21 00 MINERAL FIBER BATT INSULATION R-30 - 06 10 00 WOOD FRAMING - 07 25 00 WEATHER BARRIER 09 21 16 EXTERIOR GYPSUM SOFFIT BOARD 09 21 16 EXTERIOR STUCCO SOFFIT 0 HOUR ALTERNATE #7: 07 42 13 METAL PANEL PRESTIGE SERIES SOFFIT PANELS IN LIEU OF EXTERIOR GYPSUM BOARD WITH STUCCO FINISH 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION ZONE KEYPLAN 1/ 6 / 2 0 1 7 4 : 2 9 : 2 9 P M C: \ ~ R e v i t L o c a l F i l e s \ 2 0 1 5 9 1 3 - M A D - A r c h - V 1 6 _ e m c g u i r e @ m ah l u m . c o m . r v t MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 2015913.00 DM BM/AD/EM BUILDING PERMIT 09 JANUARY 2017 EXTERIOR ASSEMBLY TYPES A-601 2 LAYERS 2 LAYERS 3 LAYERS 3 LAYERS 4 LAYERS 2 LAYERS 2 LAYERS 3 LAYERS 3 LAYERS 2 LAYERS 2 LAYERS 4 LAYERS 09 21 16 GYP NON-CONTINUOUS WHERE PERMITTED BY RATING REQS. 4 LAYERS 07 90 05 CONTINUOUS ACOUSTIC SEALANT AROUND ALL PENETRATIONS AT ACOUSTIC PARTITIONS 09 21 16 1-5/8" STUDS, (1) LAYER GYP EACH SIDE, AND SEALANT 09 21 16 SEPARATE ALL PENETRATIONS BY ONE STUD MIN. AT ACOUSTIC PARTITIONS CEILINGS PER RCP 09 21 16 GYP AND STUDS PER ASSEMBLY 2 09 21 16 EXTEND GYP TO UNDERSIDE OF STRUC CEILINGS PER RCP 07 84 00 FIRE STOPPING PER INDICATED UL ASSEMBLY STUD & GYP TO UNDERSIDE OF STRUCTURE (BOTH SIDES) 07 90 05 PROVIDE SEALANT AROUND GYP PERIMETER - COORDINATE SMOKE/FIRE ASSEMBLY W/ FIRE LIFE SAFETY PLANS09 21 16 GYP AND STUDS PER ASSEMBLY 4STUD TO UNDERSIDE OF STRUCTURE - (TYPICAL) (PERPENDICULAR TO TRUSSES) (PARALLEL TO TRUSSES) 06 10 00 SHEATING NOTCHED AROUND TRUSS MEMBERS AND SEALED WITH RESILIENT CAULK 07 84 00 / 07 90 05 BACKER ROD & CAULK 07 21 00 1" THICK INSULATION 07 84 00 / 07 90 05 BACKER ROD & CAULK DIV 23 DUCT INSULATION 07 84 00 / 07 90 05 BACKER ROD & CAULK PARTITION PER PLANS NOTES: 1) MIN. 5" SEPARATION BETWEEN ADJACENT PENETRATIONS 2) SEAL ALL OPENINGS WITH ANTIMICROBIAL CAULK DUCT PENETRATION PIPE PENETRATION GREATER THEN 1" DIA CONDUIT PENETRATION 1" DIA OR LESS 1/2". 1/2". FIRE RESISTANCE: SOURCE: STC RATING / SOURCE:6010 0 HOUR N/A 09 21 16 GYPSUM WALLBOARD - 06 10 00 WOOD STUD FRAMING 09 21 16 ACOUSTIC BATT INSULATION - XX-XX, XXXX FIRE RESISTANCE: SOURCE: STC RATING / SOURCE:6011 0 HOUR N/A 09 21 16 GYPSUM WALLBOARD - 06 10 00 WOOD STUD FRAMING AT 24" O.C. 09 21 16 ACOUSTIC BATT INSULATION - 09 21 16 GYPSUM WALLBOARD TYPICAL U.N.O. STC 46, BBN-700725 FIRE RESISTANCE: SOURCE: STC RATING / SOURCE:6022 0 HOUR 09 21 16 GYPSUM WALLBOARD 09 21 16 GYPSUM WALLBOARD - 06 10 00 WOOD STUD FRAMING 09 21 16 ACOUSTIC BATT INSULATION - 09 21 16 GYPSUM WALLBOARD 09 21 16 GYPSUM WALLBOARD STC 52 / USG 810218 INTERIOR WALL ASSEMBLIES FIRE RESISTANCE: SOURCE: STC RATING / SOURCE:6111 1 HOUR UL 305 09 21 16 GYPSUM WALLBOARD - 06 10 00 WOOD STUD FRAMING 09 21 16 ACOUSTIC BATT INSULATION - 09 21 16 GYPSUM WALLBOARD FIRE RESISTANCE: SOURCE: STC RATING / SOURCE:D6011 0 HOUR N/A 09 21 16 GYPSUM WALLBOARD - 09 21 16 ACOUSTIC BATT INSULATION 06 10 00 WOOD STUD FRAMING - 06 10 00 WOOD STUD FRAMING 09 21 16 ACOUSTIC BATT INSULATION - 09 21 16 GYPSUM WALLBOARD PLUMBING CHASE 1' - 0" USE 1'-4" CHASE AT BACK TO BACK TOILETS STC 46 / NRCC TL-93-261 FIRE RESISTANCE: SOURCE: STC RATING / SOURCE:D6022 0 HOUR N/A 09 21 16 GYPSUM WALLBOARD 09 21 16 GYPSUM WALLBOARD - 06 10 00 WOOD STUD FRAMING AT 24" O.C. 09 21 16 ACOUSTIC BATT INSULATION 1" AIR SPACE 09 21 16 ACOUSTIC BATT INSULATION 06 10 00 WOOD STUD FRAMING AT 24" O.C. - 09 21 16 GYPSUM WALLBOARD 09 21 16 GYPSUM WALLBOARD STC 60 / XXXX FIRE RESISTANCE: SOURCE: STC RATING / SOURCE:D6061 0 HOUR N/A 09 21 16 GYPSUM WALLBOARD 06 10 00 PLYWOOD SHEATHING WHERE OCCURS PER STRUCTURAL - 06 10 00 WOOD STUD FRAMING 09 2116 ACOUSTIC BATT INSULATION 06 10 00 PLYWOOD SHEATHING WHERE OCCURS PER STRUCTURAL - 12" AIRSPACE - 06 10 00 WOOD STUD FRAMING 09 21 16 GYPSUM WALLBOARD PLUMBING CHASE STC 55-59 / XXXX FIRE RESISTANCE: SOURCE: STC RATING / SOURCE:S022 0 HOUR 09 21 16 GYPSUM WALLBOARD 09 21 16 GYPSUM WALLBOARD - 06 10 00 STAGGERED STUD WOOD FRAMING 09 21 16 ACOUSTIC BATT INSULATION - 09 21 16 GYPSUM WALLBOARD 09 21 16 GYPSUM WALLBOARD STC 55-59 / XXXX 1' - 0" FIRE RESISTANCE: SOURCE: STC RATING / SOURCE:D6122 1 HOUR N/A 09 21 16 GYPSUM WALLBOARD 09 21 16 GYPSUM WALLBOARD - 06 10 00 WOOD STUD FRAMING AT 24" O.C. 09 21 16 ACOUSTIC BATT INSULATION 1" AIR SPACE 09 21 16 ACOUSTIC BATT INSULATION 06 10 00 WOOD STUD FRAMING AT 24" O.C. - 09 21 16 GYPSUM WALLBOARD 09 21 16 GYPSUM WALLBOARD STC 60 / XXXX FIRE RESISTANCE: SOURCE: STC RATING / SOURCE:S061 0 HOUR 09 21 16 GYPSUM WALLBOARD 06 10 00 PLYWOOD SHEATHING WHERE OCCURS PER STRUCTURAL - 06 10 00 STAGGERED STUD WOOD FRAMING 09 21 16 ACOUSTIC BATT INSULATION - 09 21 16 GYPSUM WALLBOARD STC 55-59 / XXXX FIRE RESISTANCE: SOURCE: STC RATING / SOURCE:S065 0 HOUR 09 21 16 GYPSUM WALLBOARD 06 10 00 PLYWOOD SHEATHING WHERE OCCURS PER STRUCTURAL - 06 10 00 STAGGERED STUD WOOD FRAMING 09 21 16 ACOUSTIC BATT INSULATION - 06 10 00 PLYWOOD SHEATHING WHERE OCCURS PER STRUCTURAL STC 55-59 / XXXX FIRE RESISTANCE: SOURCE: STC RATING / SOURCE:S066 0 HOUR 09 21 16 GYPSUM WALLBOARD 06 10 00 PLYWOOD SHEATHING WHERE OCCURS PER STRUCTURAL - 06 10 00 STAGGERED STUD WOOD FRAMING 09 21 16 ACOUSTIC BATT INSULATION - 06 10 00 PLYWOOD SHEATHING WHERE OCCURS PER STRUCTURAL 09 21 16 GYPSUM WALLBOARD STC 55-59 / XXXX FIRE RESISTANCE: SOURCE: STC RATING / SOURCE:6151 1 HOUR UL DES 305 09 21 16 GYPSUM WALLBOARD 06 10 00 PLYWOOD SHEATHING WHERE OCCURS PER STRUCTURAL 06 10 00 WOOD STUD FRAMING 09 21 16 ACOUSTIC BATT INSULATION - - - - - - - - 09 21 16 GYPSUM WALLBOARD FIRE WALL STC 52 / USG 810218 FIRE RESISTANCE: SOURCE: STC RATING / SOURCE:C9151 1 HOUR UL DES 415 09 21 16 GYPSUM WALLBOARD 06 10 00 PLYWOOD SHEATHING WHERE OCCURS PER STRUCTURAL - 09 21 16 METAL C-H STUD FRAMING 09 21 16 GYPSUM SHAFTWALL/COREBOARD, 1" - - - - - - - FIRE WALL - NON LOAD BEARING 55-59: NGC-3056 FIRE RESISTANCE: SOURCE: STC RATING / SOURCE:6222 2 HOUR UL DES 301 09 21 16 GYPSUM WALLBOARD 09 21 16 GYPSUM WALLBOARD - 06 10 00 WOOD STUD FRAMING 09 21 16 ACOUSTIC BATT INSULATION - 09 21 16 GYPSUM WALLBOARD 09 21 16 GYPSUM WALLBOARD FIRE WALL STC 52 / USG 810218 9121-A 600 A1 0 - - - 1 2 3 4 5 6 7 8 - - GWB - GWB GWB - GWB RC/FURR GWB GWB RC/FURR - - PLY - GWB PLY GWB GWB PLY USER USER USER USER USER USER (3) & (4) INTERIOR WALL LAYERS ASSEMBLY CORE 75 150 162 250 362 400 600 800 1000 1200 1400 3/4" 1 1/2" 1 5/8" 2 1/2" 3 5/8" 4" 6" 8" 10" 12" 14" = = = = = = = = = = = MASONRY (NOMINAL SIZE): CONCRETE: (ACTUAL SIZE) (7) BASE CONDITION - (IF BLANK SEE TYPICAL) (4) OPP SIDE MATERIALS (1) CORE (3) TAG SIDE MATERIALS (6) CORE THICKNESS (1) CORE MATERIAL (2) FIRE RATING (3) TAG SIDE MATERIAL (4) OPPOSITE SIDE MATERIAL (6) CORE THICKNESS METAL FRAMING: WOOD STUDS (NOMINAL SIZE): 3 CONCRETE (1) CORE MATERIAL (BY SPEC DIVISION) 4 6 9 D9 C S MASONRY WOOD METAL INTERIOR WALL FRAMING DOUBLE METAL INT WALL FRAMING CH STUD STAGGERED STUDS (FOS TO FOS) 0 NON-RATED (2) FIRE RATING 1 2 3 4 5 1 HOUR 2 HOUR 3 HOUR 4 HOUR 30 MINUTE (5) MODIFIERS (IF NEEDED) 09 21 16 GYPSUM WALLBOARD 09 21 16 GYPSUM WALLBOARD - 09 21 16 METAL STUD FRAMING 09 21 16 ACOUSTICAL BATT INSULATION - 09 21 16 GYPSUM WALLBOARD 9121 (3) TAG SIDE MATERIAL (4) OPPOSITE SIDE MATERIAL (2) FIRE RATING (1) CORE MATERIAL ASSEMBLY TYPE DESCRIPTION ASSEMBLY TAG DESCRIPTION INTERIOR WALL ASSEMBLY LEGEND FIRE RESISTANCE: SOURCE: 1 HOUR GA-WP-1072-(NLB) / GA-WP-1206-(LB) STC RATING / SOURCE:40-49, NRCC-816-NV / NGC-2385 STAGGERED WOOD STUDS: 6/4 = 6" NOM SILL PLATE W/ 4" STAGGERED STUDS9 WALL RATING PLAN SYMBOL NON RATED WALL 1-HOUR FIRE PARTITION (FP) 1-HOUR FIRE BARRIER 2-HOUR FIRE BARRIER 3-HOUR FIRE BARRIER RATING VARIES (SEE FIRE LIFE SAFETY PLANS) (FW) (SEE FIRE LIFE SAFETY PLANS FOR MORE INFORMATION) SMOKE PARTITION (SP) SMOKE BARRIER (SB) 1/2-HOUR FIRE PARTITION 1. TYPICAL INTERIOR WALLS SHALL BE WALL TYPE 6011, UNLESS NOTED OTHERWISE ON DRAWINGS. 2. PARTITION TYPE SYMBOLS ARE NOTED ON THE FLOOR PLANS. 3. STUDS ARE 16" ON CENTER, UNLESS NOTED OTHERWISE 4. PROVIDE ALL NECESSARY ANCHORAGE BLOCKING, BACKING AND FRAMING FOR WALL MOUNTED CABINETS, SHELVING, MIRRORS, EQUIPMENT, DOORSTOPS, HOLD- OPENS, TOILET ROOM PARTITIONS & ACCESSORIES AND OTHER LOCATIONS AS REQUIRED BY MANUFACTURER SPECIFICATIONS OR INDUSTRY STANDARDS. 5. PROVIDE BRACING AT ALL LOCATIONS PER US GYPSUM GUIDELINES FOR PARTITION FRAMING. 6. PROVIDE WATER RESISTANT GYPSUM BOARD TYPICAL ON ALL WALLS BEHIND WATER SOURCES, TOILETS, SINKS, MOP SINKS, SHOWERS, ETC. 7. SUBSTITUTE THE OUTERMOST LAYER OF GYP WALL BD FOR CEMENTITIOUS BACKING BOARD AT TILE SHOWER AND WET LOCATIONS . 8. SEAL COMPLETELY AROUND THROUGH-WALL PENETRATIONS. FILL DEPTH OF GAPS AROUND CUT-OUTS FOR ELECTRICAL BOXES, PIPES AND PLUMBING, AND OTHER PENETRATIONS. PROVIDE INSULATION BETWEEN THE CONCEALED FACE OF FINISH MATERIALS (WITHIN THE STUD OR JOIST CAVITY) AND PIPES, PLUMBING, THE BACK OF BOXES, OR OTHER RECESSED FIXTURES . FOR BACK TO BACK RECEPTACLES . 9. REFERENCE PROJECT SPECIFICATIONS: 01 60 11 BRACING AND ANCHORING 06 10 00 ROUGH CARPENTRY FOR BLOCKING REQUIREMENTS 07 21 00 BATT INSULATION 07 84 00 FIRE STOPPING 07 90 05 JOINT AND ACOUSTIC SEALANTS 09 21 16 GYPSUM BOARD ASSEMBLIES SEE NOTED ASSEMBLY DETAIL FOR ALL OTHER SECTIONS 10. WHERE LARGER STUDS OR FURRING ARE REQUIRED TO COVER DUCTS, PIPING, CONDUIT, ETC, THE LARGER STUD SIZE OR FURRING SHALL BE PROVIDED AND SHALL EXTEND THE FULL SURFACE OF THE WALL LENGTH AND HEIGHT WHERE THE FURRING OCCURS. 11. FRAME AND FINISH OPENINGS FOR MECHANICAL AND ELECTRICAL SYSTEMS AS REQUIRED BY MECHANICAL/ELECTRICAL DOCUMENTS. 12. COORDINATE WITH STRUCTURAL DRAWINGS FOR REQUIRED SHEARWALL SHEATHING. PROVIDE IN ADDITION TO COMPONENTS INDICATED ON WALL TYPE DETAILS AS REQUIRED. 13. REFERENCE FIRE LIFE SAFETY PLANS FOR LOCATION AND EXTENTS OR LIMITS OF RATED PARTITIONS. 14. ALL FIRE-RATED ASSEMBLIES ARE BASED UPON IBC, U.L. AND U.S. GYPSUM ASSOCIATION (GA) TEST DATA. FIRE RATED PARTITIONS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE TESTING AGENCIES. REFER TO SPECIFIC TEST REPORTS INDICATED FOR REQUIRED COMPONENTS AND ASSEMBLY. 15. WALL RATING CONTINUES THROUGH INTERSECTIONS WITH NON-RATED WALLS, TYPICAL. 16. MAINTAIN FIRE RESISTANCE RATING FOR ALL CONSTRUCTION INDICATED AT THROUGH-WALL PENETRATIONS, BUILT-IN WALL FIXTURES, ACCESSORIES, AND BEHIND MAILBOXES, FIRE EXTINGUISHER CABINETS, PLUMBING FIXTURES, ELECTRIC PANELS AND SIMILAR ITEMS, IN COMPLIANCE WITH REQUIREMENTS OF APPLICABLE CODES. COORDINATE CONSTRUCTION OF FIRE-RATED ASSEMBLIES WITH DESIGNATED DESIGN NUMBER. 17. PROVIDE LABELS AT RATED WALLS PER SPEC SECTION 07 84 00 AND TO THE DIAGRAM AT THE RIGHT. GENERAL NOTES: SEE A3/A-602 INTERIOR WALL LEGEND D6 DOUBLE WOOD INT WALL FRAMING (8) HEAD CONDITION - (IF BLANK SEE TYPICAL) LABEL AND SPACING 4" ABOVE CEILING, BOTH SIDES OF WALL SEE A4/A-602 SEE B4/A-602 SEE B1/A-602 A CEMENTITIOUS BACKER BD B WATER RESISTANT GYP BD E STUDS @ 24" OC D STUDS @ 12" OC F USER DEFINED 4 6 8 10 = = = = 2X4 2X6 2X8 2X10 4 8 = = 3 5/8" 7 5/8" 6 8 = = 6" 8" C HIGH IMPACT GYP BD (5) MODIFIER (IF USED) G USER DEFINED H USER DEFINED BASE AS SCHEDULED 07 90 05 ACOUSTICAL SEALANT BOTH SIDES ASSEMBLY PER PLANS 07 84 00 FIRE STOPPING PER INDICATED U.L. ASSEMBLY A BASE - (TYPICAL) BASE AS SCHEDULED 07 90 05 ACOUSTICAL SEALANT BOTH SIDES ASSEMBLY PER PLANS 07 84 00 FIRE STOPPING PER INDICATED U.L. ASSEMBLY B BASE - (CERAMIC TILE) 2'-0" MIN OR SKIP ONE STUD BAY 09 21 16 CONT ACOUSTIC INSULATION 09 21 16 ACOUSTICAL PUTTY PAD ON JUNCTION BOXES ON ONE SIDE OF PARTITION WITH ANY JUNCTION BOXES ON THE OPPOSITE SIDE OF THE PARTITION WITHIN 2'-0" DIV 26, 27 DEVICE ROUGH-IN AT ADJ ROOMS - DO NOT LOCATE DEVICES BACK TO BACK WITHIN THE SAME STUD CAVITY < 2'-0" 09 21 16 CONT ACOUSTIC INSULATION WALL ASSEMBLY PER PLAN WALL ASSEMBLY PER PLAN SKIP ONE STUD BAY WALL ASSEMBLY PER PLAN STAGGERED STUD DIV 26, 27 DEVICE ROUGH-IN AT ADJ ROOMS - DO NOT LOCATE DEVICES BACK TO BACK WITHIN THE SAME STUD CAVITY 09 21 16 CONT ACOUSTIC INSULATION FIRE RESISTANCE: SOURCE: STC RATING / SOURCE: GYP 06 10 00 WOOD FRAMING 09 21 16 5/8" GYPSUM BD 0 HOUR FIRE RESISTANCE: SOURCE: STC RATING / SOURCE: ACT-1 09 51 00 SUSPENDED 1 INCH THICK, 2X4 ACOUSTIC CEILING TILE 0 HOUR FIRE RESISTANCE: SOURCE: STC RATING / SOURCE: ACT-2 09 51 00 SUSPENDED 7/8 INCH THICK, 2X4 ACOUSTIC CEILING TILE 0 HOUR FIRE RESISTANCE: SOURCE: STC RATING / SOURCE: ACT-3 09 51 00 SUSPENDED 7/8 INCH THICK, 2X4 ACOUSTIC CEILING TILE - WASHABLE 0 HOUR FIRE RESISTANCE: SOURCE: STC RATING / SOURCE: ACT-4 09 51 00 SUSPENDED 3/4 INCH THICK, 2X2 ACOUSTIC CEILING TILE 0 HOUR FIRE RESISTANCE: SOURCE: STC RATING / SOURCE: AWC-1 09 51 00 ACOUSTICAL WOOD CEILING 0 HOUR CEILING ASSEMBLIES NRC .95 TO 1.0, CAC 20 PER ASTM E1264 NRC .80 TO 1.0, CAC 35 PER ASTM E1264 NRC .80 TO 1.0, CAC 35 PER ASTM E1264 NRC .75 TO 1.0, CAC 35 PER ASTM E1264 FIRE RESISTANCE: SOURCE: STC RATING / SOURCE: GYP-2 GA FILE NO. RC 2751 06 10 00 WOOD FRAMING 09 21 16 5/8" GYPSUM BD TYPE X 09 21 16 5/8" GYPSUM BD TYPE X 09 21 16 5/8" GYPSUM BD TYPE X 09 21 16 3/4" RESILIENT CHANNEL 09 21 16 5/8" GYPSUM BD TYPE X 2 HOUR 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION ZONE KEYPLAN 1/ 6 / 2 0 1 7 4 : 2 9 : 3 4 P M C: \ ~ R e v i t L o c a l F i l e s \ 2 0 1 5 9 1 3 - M A D - A r c h - V 1 6 _ e m c g u i r e @ m ah l u m . c o m . r v t MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 2015913.00 DM BM/AD/EM BUILDING PERMIT 09 JANUARY 2017 INTERIOR ASSEMBLY TYPES A-602 1" = 1'-0"A1 TYPICAL PARTITION INTERSECTIONS 1" = 1'-0"B4 WALL HEAD CONDITIONS 1 1/2" = 1'-0"A3 PARTITION PENETRATIONS 1" = 1'-0"A4 WALL BASE CONDITIONS 1" = 1'-0"B1 BACK TO BACK RECEPTACLES D-F DOUBLE, FLUSH D-FG DOUBLE, FULL GLASS T T 10 " S-F SINGLE, FLUSH S-FG SINGLE, FULL GLASS T 10 " 5" 5" 5"5"5" 5" S-S SINGLE, SLIDING MULTI, SLIDING S-M S-SGF SINGLE, FENCE SWING GATE 1. EXTERIOR DOOR 2. AUTOMATIC DOOR OPERATOR - COORDINATE WITH DIV 26 & DIV 28 3. CARD READER ACCESS DOOR - COORDINATE WITH DIV 26 & DIV 28 4. ROUGH-IN CARD READER ACCESS DOOR - COORDINATE WITH DIV 26 & DIV 28 5. REMOTE RELEASE DOOR - REFER TO 08 71 00 DOOR HARDWARE SCHEDULE 6. SOUND RATED DOOR AND FRAME STC 50 - REFER TO 08 11 13 AND 08 71 00 DOOR HARDWARE SCHEDULE 7. AUTOMATIC DROP SEALS AND SOUNDSEALS - REFER TO 08 71 00 DOOR HARDWARE SCHEDULE 8. PANIC HARDWARE PER IBC 1010.1.10 - REFER TO 08 71 00 DOOR HARDWARE SCHEDULE 9. TOTAL DOOR - REFER TO 08 17 23 10. MAGNETIC HOLD-OPEN - REFER TO 08 71 00 DOOR HARDWARE SCHEDULE & COORDINATE WITH DIV 28 11. MAGNETIC LOCK - REFER TO 08 71 00 DOOR HARDWARE SCHEDULE & COORDINATE WITH DIV 28 12. LOCKABLE FROM INTERIOR - REFER TO 08 71 00 DOOR HARDWARE SCHEDULE 13. LOCKABLE FROM EXTERIOR AND INTERIOR - REFER TO 08 71 00 DOOR HARDWARE SCHEDULE 14. VACANCY INDICATOR AND MORTISE CYLINDER - REFER TO 08 71 00 DOOR HARDWARE SCHEDULE 15. FULL SWING - REFER TO 08 71 00 DOOR HARDWARE SCHEDULE 16. ACCESSIBLE DOOR HARDWARE - REFER TO 08 71 00 DOOR HARDWARE SCHEDULE 17. BELL ALARM - REFER TO 08 71 00 DOOR HARDWARE SCHEDULE & COORDINATE WITH DIV 28 18. NO HANDLE ON EXTERIOR - REFER TO 08 71 00 DOOR HARDWARE SCHEDULE 19. ALARMED DOOR - REFER TO 08 71 00 DOOR HARDWARE SCHEDULE & COORDINATE WITH DIV 28 20. DOUBLE EGRESS- REFER TO 08 71 00 DOOR HARDWARE SCHEDULE 21. 90 MIN. RATED DOOR(D-H-W-90) AND RELITE AND TRANSOM (W-120) AS PER IBC TABLE 716.5 COMMENTS 1. 08 80 00 GLAZING IN DOORS AND FRAMES. 2. LOCATIONS OF SAFETY GLAZING INDICATED BY PER IBC 2406 AND THE FOLLOWING: A. OPENINGS WITH VERTICAL EDGE WITHIN 24 INCHES OF A DOOR OPENING AND THE BOTTOM EDGE BELOW 60 INCHES. B. OPENINGS MEETING ALL OF THE FOLLOWING: BOTTOM EDGE LESS THAN 18 INCHES FROM A FLOOR, TOP EDGE GREATER THAN 36 INCHES ABOVE A FLOOR, GLASS AREA GREATER THAN 9 SQUARE FEET, WALKING SURFACE WITHIN 36 INCHES OF THE GLASS UNIT. C. AS REQUIRED FOR STRENGTH, OR AS RECOMMENDED BY THE GLASS MANUFACTURER. 3. ALL DIMENSIONS SHOWN ARE SUBJECT TO FIELD VERIFICATION 4. ALL HOLLOW METAL DOORS AND FRAMES TO BE PAINTED AS SCHEDULED. ALL INTERIOR HOLLOW METAL. DOORS AND FRAMES TO BE PAINTED TO MATCH ADJACENT WALL, U.O.N. 5. ALL DOORS WITHOUT PANIC HARDWARE ARE EQUIPED WITH LEVER HARDWARE PER ANSI A117.1 2009 6. PROVIDE 12 24 00 ROLLER SHADES AT INTERIOR RELITES (RS-2) WHERE INDICATED WITH AT INTERIOR DOOR PANELS, DOOR FRAMES AND RELITES. INSTALL ROLLER SHADES ON ROOM SIDE OF FRAME. REFER TO INTERIOR ELEVATIONS FOR LOCATIONS OF SHADES AT EXTERIOR WINDOWS (RS-1). GENERAL NOTES AL 08 43 13 ALUMINUM HM 08 11 13 HOLLOW METAL PT 09 90 00 PAINTED WD 08 14 16 WOOD WS 07 42 13 WEATHERING STEEL STL 07 42 13 STEEL GT GATE D-F DOUBLE, FLUSH D-FG DOUBLE, FULL GLASS D-N DOUBLE, NARROW LITE OC OVERHEAD COILING OCC OVERHEAD COILING COUNTER OP OPERABLE PARTITION S-D SINGLE, DUTCH S-F SINGLE, FLUSH S-F-G SINGLE, FLUSH, GRILLE S-FG SINGLE, FULL GLASS S-TG SINGLE, TRAFFIC GATE ABBREVIATIONS 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION ZONE KEYPLAN 1/ 6 / 2 0 1 7 5 : 1 0 : 0 8 P M C: \ ~ R e v i t L o c a l F i l e s \ 2 0 1 5 9 1 3 - M A D - A r c h - V 1 6 _ B M o g g i o . r v t 9300 236TH ST. SW, EDMONDS, WA 98020 MADRONA SCHOOL REPLACEMENT 2015913.00 DM BM/AD/EM BUILDING PERMIT 09 JANUARY 2017 DOOR SCHEDULE & TYPES A-611 DOOR & FRAME SCHEDULE DOOR NO. Function DOOR PANEL DOOR FRAME FIRE RATING COMMENTSWIDTH HEIGHT THICKNESS TYPE MATL FINISH TYPE FINISH MATL HEAD JAMB SILL 201A.1 Interior 3' - 0" 7' - 0" 0' - 1 3/4" S-FG WD - HM-5 PT HM D1/A-552 E2/A-552 - - 7, 16 201A.2 Interior 3' - 0" 7' - 0" 0' - 1 3/4" S-FG WD - HM-5 PT HM D1/A-552 E2/A-552 - - 7, 16 201B.1 Interior 3' - 0" 7' - 0" 0' - 1 3/4" S-FG WD - HM-5 PT HM D1/A-552 E2/A-552 - - 7, 16 201B.2 Interior 3' - 0" 7' - 0" 0' - 1 3/4" S-FG WD - HM-5 PT HM D1/A-552 E2/A-552 - - 7, 16 201C.1 Interior 3' - 0" 7' - 0" 0' - 1 3/4" S-FG WD - HM-5 PT HM D1/A-552 E2/A-552 - - 7, 16 201C.2 Interior 3' - 0" 7' - 0" 0' - 1 3/4" S-FG WD - HM-5 PT HM D1/A-552 E2/A-552 - - 7, 16 201CA Interior 2' - 10" 7' - 0" 0' - 1 3/4" S-F WD - HM-1 PT HM E2/A-552 E2/A-552 - - 14, 16 201CB Interior 2' - 10" 7' - 0" 0' - 1 3/4" S-F WD - HM-1 PT HM E2/A-552 E2/A-552 - - 14, 16 202.1 Exterior 3' - 0" 7' - 0" 0' - 1 3/4" S-FG HM PT HM-5 PT HM - 1, 7, 8, 18 202.2 Exterior 3' - 0" 7' - 0" 0' - 1 3/4" S-FG HM PT HM-7 PT HM - 1, 7, 16 203 Exterior 3' - 0" 7' - 0" 0' - 1 3/4" S-FG HM PT HM-7 PT HM - 1, 7, 16 203A.1 Interior 3' - 0" 7' - 0" 0' - 1 3/4" S-FG WD - HM-5 PT HM D1/A-552 E2/A-552 - - 16 203A.2 Interior 3' - 0" 7' - 0" 0' - 1 3/4" S-FG WD - HM-5 PT HM D1/A-552 E2/A-552 - - 16 203B.1 Interior 3' - 0" 7' - 0" 0' - 1 3/4" S-FG WD - HM-5 PT HM D1/A-552 E2/A-552 - - 16 203B.2 Interior 3' - 0" 7' - 0" 0' - 1 3/4" S-FG WD - HM-5 PT HM D1/A-552 E2/A-552 - - 16 203C Interior 3' - 0" 7' - 0" 0' - 1 3/4" S-F WD - HM-1 PT HM E2/A-552 E2/A-552 - - 14, 16 203D.1 Interior 3' - 0" 7' - 0" 0' - 1 3/4" S-FG WD - HM-3 PT HM E2/A-552 E2/A-552, E3/A-552 D4/A-552 - 7, 16 203D.2 Interior 3' - 0" 7' - 0" 0' - 1 3/4" S-FG WD - HM-3 PT HM E2/A-552 E2/A-552, E3/A-552 D4/A-552 - 7, 16 203DA Interior 2' - 10" 7' - 0" 0' - 1 3/4" S-F WD - HM-1 PT HM E2/A-552 E2/A-552 - - 14, 16 203DB Interior 2' - 2" 7' - 0" 0' - 1 3/4" S-F WD - HM-1 PT HM E2/A-552 E2/A-552 - - 14, 16 203DC Interior 2' - 10" 7' - 0" 0' - 1 3/4" S-F WD - HM-1 PT HM E2/A-552 E2/A-552 - - 14, 16 204 Exterior 3' - 0" 7' - 0" 0' - 1 3/4" S-FG HM PT HM-7 PT HM - 1, 7, 16 205 Exterior 3' - 0" 7' - 0" 0' - 1 3/4" S-F HM PT HM-1 PT HM - 1 205A Interior 3' - 0" 7' - 0" 0' - 1 3/4" S-F HM PT HM-1 PT HM E2/A-552 E2/A-552 - - 16 206 Exterior 3' - 6" 7' - 0" 0' - 1 3/4" S-F HM PT HM-1 PT HM - 1 206A Interior 2' - 6" 7' - 0" 0' - 1 3/4" S-F WD - HM-1 PT HM E2/A-552 E2/A-552 - - 206C Interior 2' - 6" 7' - 0" 0' - 1 3/4" S-F WD - HM-1 PT HM E2/A-552 E2/A-552 - - 207 Exterior 3' - 0" 7' - 0" 0' - 1 3/4" S-FG HM PT HM-7 PT HM - 1, 7, 16 207A.1 Interior 3' - 0" 7' - 0" 0' - 1 3/4" S-FG WD - HM-5 PT HM D1/A-552 E2/A-552 - - 16 207A.2 Interior 3' - 0" 7' - 0" 0' - 1 3/4" S-FG WD - HM-5 PT HM D1/A-552 E2/A-552 - - 16 207B.1 Interior 3' - 0" 7' - 0" 0' - 1 3/4" S-FG WD - HM-5 PT HM D1/A-552 E2/A-552 - - 16 207B.2 Interior 3' - 0" 7' - 0" 0' - 1 3/4" S-FG WD - HM-5 PT HM D1/A-552 E2/A-552 - - 16 208 Exterior 3' - 0" 7' - 0" 0' - 1 3/4" S-FG HM PT HM-7 PT HM - 1, 7, 16 301.1 Exterior 3' - 0" 7' - 0" 0' - 1 3/4" S-FG HM PT HM-7 PT HM - 1, 7, 16 301.2 Exterior 3' - 0" 7' - 0" 0' - 1 3/4" S-FG HM PT HM-7 PT HM - 1, 7, 16 301A.1 Interior 3' - 0" 7' - 0" 0' - 1 3/4" S-FG WD - HM-1 PT HM E2/A-552 E2/A-552 - - 7, 16 301A.2 Interior 3' - 0" 7' - 0" 0' - 1 3/4" S-FG WD - HM-1 PT HM E2/A-552 E2/A-552 - - 7, 16 301AA Interior 2' - 10" 7' - 0" 0' - 1 3/4" S-F WD - HM-1 PT HM E2/A-552 E2/A-552 - - 14, 16 301AB Interior 2' - 2" 7' - 0" 0' - 1 3/4" S-F WD - HM-1 PT HM E2/A-552 E2/A-552 - - 14, 16 301AC Interior 2' - 10" 7' - 0" 0' - 1 3/4" S-F WD - HM-1 PT HM E2/A-552 E2/A-552 - - 14, 16 303 Exterior 3' - 0" 7' - 0" 0' - 1 3/4" S-F HM PT HM-1 PT HM - 1 303A Interior 3' - 0" 7' - 0" 0' - 1 3/4" S-F HM PT HM-1 PT HM E2/A-552 E2/A-552 - - 303C Interior 30' - 0" 9' - 0" 0' - 9 1/2" S-M AL/GL - SLD-1 - AL - SLIDING 304 Exterior 3' - 6" 7' - 0" 0' - 1 3/4" S-F HM PT HM-1 PT HM - 1 304A Interior 2' - 6" 7' - 0" 0' - 1 3/4" S-F WD - HM-1 PT HM E2/A-552 E2/A-552 - - 305.1 Exterior 3' - 0" 7' - 0" 0' - 1 3/4" S-FG HM PT HM-7 PT HM - 1, 7, 16 305.2 Exterior 3' - 0" 7' - 0" 0' - 1 3/4" S-FG HM PT HM-7 PT HM - 1, 7, 16 401.1 Exterior 3' - 0" 7' - 0" 0' - 1 3/4" S-FG HM PT HM-5 PT HM - 1, 7, 18 401.2 Exterior 3' - 0" 7' - 0" 0' - 1 3/4" S-FG HM PT HM-7 PT HM - 1, 7, 16 401A.1 Interior 3' - 0" 7' - 0" 0' - 1 3/4" S-FG WD - HM-5 PT HM D1/A-552 E2/A-552 - - 7, 16 401A.2 Interior 3' - 0" 7' - 0" 0' - 1 3/4" S-FG WD - HM-5 PT HM D1/A-552 E2/A-552 - - 7, 16 401B.1 Interior 3' - 0" 7' - 0" 0' - 1 3/4" S-FG WD - HM-5 PT HM D1/A-552 E2/A-552 - - 7, 16 401B.2 Interior 3' - 0" 7' - 0" 0' - 1 3/4" S-FG WD - HM-5 PT HM D1/A-552 E2/A-552 - - 7, 16 401C.1 Interior 3' - 0" 7' - 0" 0' - 1 3/4" S-FG WD - HM-5 PT HM D1/A-552 E2/A-552 - - 7, 16 401C.2 Interior 3' - 0" 7' - 0" 0' - 1 3/4" S-FG WD - HM-5 PT HM D1/A-552 E2/A-552 - - 7, 16 401C.9 Exterior 3' - 0" 7' - 0" 0' - 1 3/4" S-FG HM PT HM-11 PT HM - 1, 16, 18 401CA Interior 2' - 10" 7' - 0" 0' - 1 3/4" S-F WD - HM-1 PT HM E2/A-552 E2/A-552 - - 14, 16 401CB Interior 2' - 10" 7' - 0" 0' - 1 3/4" S-F WD - HM-1 PT HM E2/A-552 E2/A-552 - - 14, 16 402.1 Exterior 3' - 0" 7' - 0" 0' - 1 3/4" S-FG HM PT HM-5 PT HM - 1, 7, 18 402.2 Exterior 3' - 0" 7' - 0" 0' - 1 3/4" S-FG HM PT HM-7 PT HM - 1, 7, 16 403.1 Exterior 3' - 0" 7' - 0" 0' - 1 3/4" S-FG HM PT HM-7 PT HM - 1, 7, 16 403.2 Exterior 3' - 0" 7' - 0" 0' - 1 3/4" S-FG HM PT HM-7 PT HM - 1, 7, 16 403A.1 Interior 3' - 0" 7' - 0" 0' - 1 3/4" S-FG WD - HM-1 PT HM E2/A-552 E2/A-552 - - 7, 16 403A.2 Interior 3' - 0" 7' - 0" 0' - 1 3/4" S-FG WD - HM-1 PT HM E2/A-552 E2/A-552 - - 7, 16 403AA Interior 2' - 6" 7' - 0" 0' - 1 3/4" S-F WD - HM-1 PT HM E2/A-552 E2/A-552 - - 14, 16 403AB Interior 2' - 2" 7' - 0" 0' - 1 3/4" S-F WD - HM-1 PT HM E2/A-552 E2/A-552 - - 14, 16 403AC Interior 2' - 6" 7' - 0" 0' - 1 3/4" S-F WD - HM-1 PT HM E2/A-552 E2/A-552 - - 14, 16 403C Interior 30' - 0" 9' - 0" 0' - 9 1/2" S-M AL/GL - SLD-1 - AL - SLIDING 405 Exterior 3' - 0" 7' - 0" 0' - 1 3/4" S-F HM PT HM-1 PT HM - 1 405A Interior 3' - 0" 7' - 0" 0' - 1 3/4" S-F HM PT HM-1 PT HM E2/A-552 E2/A-552 - - 16 405C Interior 30' - 0" 9' - 0" 0' - 9 1/2" S-M AL/GL - SLD-1 - AL - SLIDING 406 Exterior 3' - 6" 7' - 0" 0' - 1 3/4" S-F HM PT HM-1 PT HM - 1 406A Interior 2' - 6" 7' - 0" 0' - 1 3/4" S-F WD - HM-1 PT HM E2/A-552 E2/A-552 - - 407.1 Exterior 3' - 0" 7' - 0" 0' - 1 3/4" S-FG HM PT HM-7 PT HM - 1, 7, 16 407.2 Exterior 3' - 0" 7' - 0" 0' - 1 3/4" S-FG HM PT HM-7 PT HM - 1, 7, 16 501.1 Exterior 3' - 0" 7' - 0" 0' - 1 3/4" S-FG HM PT HM-7 PT HM - 1, 7, 16 501.2 Exterior 3' - 0" 7' - 0" 0' - 1 3/4" S-FG HM PT HM-7 PT HM - 1, 7, 16 501A.1 Interior 3' - 0" 7' - 0" 0' - 1 3/4" S-FG WD - HM-1 PT HM E2/A-552 E2/A-552 - - 7, 16 501A.2 Interior 3' - 0" 7' - 0" 0' - 1 3/4" S-FG WD - HM-1 PT HM E2/A-552 E2/A-552 - - 7, 16 501AA Interior 2' - 10" 7' - 0" 0' - 1 3/4" S-F WD - HM-1 PT HM E2/A-552 E2/A-552 - - 14, 16 501AB Interior 2' - 2" 7' - 0" 0' - 1 3/4" S-F WD - HM-1 PT HM E2/A-552 E2/A-552 - - 14, 16 501AC Interior 2' - 10" 7' - 0" 0' - 1 3/4" S-F WD - HM-1 PT HM E2/A-552 E2/A-552 - - 14, 16 503 Exterior 3' - 0" 7' - 0" 0' - 1 3/4" S-F HM PT HM-1 PT HM - 1 503A Interior 3' - 0" 7' - 0" 0' - 1 3/4" S-F HM PT HM-1 PT HM E2/A-552 E2/A-552 - - 504 Exterior 3' - 6" 7' - 0" 0' - 1 3/4" S-F HM PT HM-1 PT HM - 1 505.1 Exterior 3' - 0" 7' - 0" 0' - 1 3/4" S-FG HM PT HM-7 PT HM - 1, 7, 16 505.2 Exterior 3' - 0" 7' - 0" 0' - 1 3/4" S-FG HM PT HM-7 PT HM - 1, 7, 16 601.1 Exterior 3' - 0" 7' - 0" 0' - 1 3/4" S-FG HM PT HM-5 PT HM - 1, 7, 18 601.2 Exterior 3' - 0" 7' - 0" 0' - 1 3/4" S-FG HM PT HM-7 PT HM - 1, 7, 16 601A.1 Interior 3' - 0" 7' - 0" 0' - 1 3/4" S-FG HM PT HM-5 PT HM D1/A-552 E2/A-552 - 7, 16 601A.2 Interior 3' - 0" 7' - 0" 0' - 1 3/4" S-FG HM PT HM-5 PT HM D1/A-552 E2/A-552 - 7, 16 601B.1 Interior 3' - 0" 7' - 0" 0' - 1 3/4" S-FG HM PT HM-5 PT HM D1/A-552 E2/A-552 - 7, 16 601B.2 Interior 3' - 0" 7' - 0" 0' - 1 3/4" S-FG HM PT HM-5 PT HM D1/A-552 E2/A-552 - 7, 16 601C.1 Interior 3' - 0" 7' - 0" 0' - 1 3/4" S-FG HM PT HM-5 PT HM D1/A-552 E2/A-552 - 7, 16 601C.2 Interior 3' - 0" 7' - 0" 0' - 1 3/4" S-FG HM PT HM-5 PT HM D1/A-552 E2/A-552 - 7, 16 601CA Interior 2' - 10" 7' - 0" 0' - 1 3/4" S-F WD - HM-1 PT HM E2/A-552 E2/A-552 - - 14, 16 601CB Interior 2' - 10" 7' - 0" 0' - 1 3/4" S-F WD - HM-1 PT HM E2/A-552 E2/A-552 - - 14, 16 602.1 Exterior 3' - 0" 7' - 0" 0' - 1 3/4" S-FG HM PT HM-5 PT HM - 1, 7, 18 602.2 Exterior 3' - 0" 7' - 0" 0' - 1 3/4" S-FG HM PT HM-7 PT HM - 1, 7, 16 603.1 Exterior 3' - 0" 7' - 0" 0' - 1 3/4" S-FG HM PT HM-7 PT HM - 1, 7, 16 603.2 Exterior 3' - 0" 7' - 0" 0' - 1 3/4" S-FG HM PT HM-7 PT HM - 1, 7, 16 603A.1 Interior 3' - 0" 7' - 0" 0' - 1 3/4" S-FG WD - HM-1 PT HM E2/A-552 E2/A-552 - - 7, 16 603A.2 Interior 3' - 0" 7' - 0" 0' - 1 3/4" S-FG WD - HM-1 PT HM E2/A-552 E2/A-552 - - 7, 16 603AA Interior 2' - 10" 7' - 0" 0' - 1 3/4" S-F WD - HM-1 PT HM E2/A-552 E2/A-552 - - 14, 16 603AB Interior 2' - 2" 7' - 0" 0' - 1 3/4" S-F WD - HM-1 PT HM E2/A-552 E2/A-552 - - 14, 16 603AC Interior 2' - 10" 7' - 0" 0' - 1 3/4" S-F WD - HM-1 PT HM E2/A-552 E2/A-552 - - 14, 16 605 Exterior 3' - 0" 7' - 0" 0' - 1 3/4" S-F HM PT HM-1 PT HM - 1 605A Interior 3' - 0" 7' - 0" 0' - 1 3/4" S-F HM PT HM-1 PT HM E2/A-552 E2/A-552 - - 16 606 Exterior 3' - 6" 7' - 0" 0' - 1 3/4" S-F HM PT HM-1 PT HM - 1 606A Interior 2' - 6" 7' - 0" 0' - 1 3/4" S-F WD - HM-1 PT HM E2/A-552 E2/A-552 - - 607.1 Exterior 3' - 0" 7' - 0" 0' - 1 3/4" S-FG HM PT HM-7 PT HM - 1, 7, 16 607.2 Exterior 3' - 0" 7' - 0" 0' - 1 3/4" S-FG HM PT HM-7 PT HM - 1, 7, 16 1046 Interior 30' - 0" 9' - 0" 0' - 9 1/2" S-M AL/GL - SLD-1 - AL - SLIDING 1047 Interior 30' - 0" 9' - 0" 0' - 9 1/2" S-M AL/GL - SLD-1 - AL - SLIDING 1048 Interior 30' - 0" 9' - 0" 0' - 9 1/2" S-M AL/GL - SLD-1 - AL - SLIDING 1049 Interior 30' - 0" 9' - 0" 0' - 9 1/2" S-M AL/GL - SLD-1 - AL - SLIDING G-1 Exterior 10' - 0" 8' - 0" 0' - 3 3/4" S-SGF WS - - - STL A2/A-501 A3/A-501, A5/A-501 - GATE / 1, 5 G-2 Exterior 3' - 11 1/4" 8' - 0" 0' - 1 3/4" S-SGF WS - - -STL A2/A-501 A3/A-501, A5/A-501 - GATE / 1, 2, 3, 8, 11, 16 G-3 Exterior 3' - 11 1/4" 7' - 11 1/4" 0' - 1 3/4" S-SGF WS - - - STL A2/A-501 A3/A-501, A5/A-501 -GATE / 1, 3, 8, 16 G-4 Exterior 3' - 9 5/8" 6' - 0" 0' - 1 3/4" S-SGF WS - - - STL A2/A-501 A3/A-501, A5/A-501 - GATE / 1, 3, 8, 11, 16 G-5 Exterior 3' - 9 5/8" 6' - 0" 0' - 1 3/4" S-SGF WS - - - STL A2/A-501 A3/A-501, A5/A-501 - GATE / 1, 3, 8, 11, 16 G-6 Exterior 10' - 0" 6' - 0" 0' - 1 3/4" S-SGF WS - - - STL A2/A-501 A3/A-501, A5/A-501 - GATE / 1 G-7 Exterior 3' - 9 5/8" 6' - 0" 0' - 1 3/4" S-SGF WS - - - STL A2/A-501 A3/A-501, A5/A-501 - GATE / 1, 2, 3, 8, 11, 16 G-8 Exterior 3' - 9 5/8" 6' - 0" 0' - 1 3/4" S-SGF WS - - - STL A2/A-501 A3/A-501, A5/A-501 - GATE / 1, 8, 16 G-9 Exterior 3' - 9 5/8" 6' - 0" 0' - 1 3/4" S-SGF WS - - - STL A2/A-501 A3/A-501, A5/A-501 - GATE / 1, 8, 16 G-10 Exterior 2' - 11 5/8" 6' - 0" 0' - 1 3/4" S-SGF WS - -- STL A2/A-501 A3/A-501, A5/A-501 - GATE / 1, 3, 8, 11, 16 G-11 Exterior 10' - 11 5/8" 6' - 0" 0' - 1 3/4" S-SGF WS -- - STL A2/A-501 A3/A-501, A5/A-501 - GATE / 1 G-12 Exterior 10' - 11 5/8" 6' - 0" 0' - 1 3/4" S-SGF WS -- - STL A2/A-501 A3/A-501, A5/A-501 - GATE / 1 DOOR & FRAME SCHEDULE DOOR NO. Function DOOR PANEL DOOR FRAME FIRE RATING COMMENTSWIDTH HEIGHT THICKNESS TYPE MATL FINISH TYPE FINISH MATL HEAD JAMB SILL 100.1 Exterior 6' - 0" 8' - 0" 0' - 1 3/4" D-FG HM PT HM-13 PT HM - 1, 2, 3, 8, 11, 16 100.2 Exterior 6' - 0" 8' - 0" 0' - 1 3/4" D-FG HM PT HM-13 PT HM - 1, 2, 3, 8, 11, 16 100.8 Interior 30' - 0" 9' - 0" 0' - 9 1/2" S-M AL/GL - SLD-1 - AL - SLIDING 100A.1 Interior 6' - 0" 8' - 0" 0' - 1 3/4" D-FG HM PT HM-13 PT HM D1/A-552 E2/A-552 - - 2, 3, 8, 11, 16 100A.2 Interior 6' - 0" 8' - 0" 0' - 1 3/4" D-FG HM PT HM-13 PT HM D1/A-552 E2/A-552 - - 2, 3, 8, 11, 16 100F.1 Interior 6' - 0" 7' - 0" 0' - 1 3/4" D-FG HM PT HM-12 PT HM D1/A-552 E2/A-552 - - 2, 3, 11, 16 100F.2 Exterior 6' - 0" 7' - 0" 0' - 1 3/4" D-FG HM PT HM-12 PT HM - 1, 2, 3, 11, 16 101.1 Interior 3' - 6" 7' - 0" 0' - 1 3/4" S-FG WD - HM-5 PT HM D1/A-552 E2/A-552 - - 2, 8, 11, 13, 16 101.2 Interior 3' - 6" 7' - 0" 0' - 1 3/4" S-FG WD - HM-5 PT HM D1/A-552 E2/A-552 - - 2, 11, 13, 16 101A Interior 3' - 0" 7' - 0" 0' - 1 3/4" S-FG WD - HM-4 PT HM E2/A-552 E2/A-552, E3/A-552 D4/A-552 - 7, 16 101B Interior 3' - 0" 7' - 0" 0' - 1 3/4" S-FG WD - HM-4 PT HM E2/A-552 E2/A-552, E3/A-552 D4/A-552 - 16 101C Interior 3' - 0" 7' - 0" 0' - 1 3/4" S-FG WD - HM-4 PT HM E2/A-552 E2/A-552, E3/A-552 D4/A-552 - 16 101D Interior 3' - 0" 7' - 0" 0' - 1 3/4" S-FG WD - HM-4 PT HM E2/A-552 E2/A-552, E3/A-552 D4/A-552 - 16 101DA Interior 3' - 0" 7' - 0" 0' - 1 3/4" S-F WD - HM-1 PT HM E2/A-552 E2/A-552 - - 14, 16 101E Interior 3' - 0" 7' - 0" 0' - 1 3/4" S-FG WD HM-4 PT HM E2/A-552 E2/A-552, E3/A-552 D4/A-552 - 16 101F Interior 3' - 0" 7' - 0" 0' - 1 3/4" S-F WD - HM-1 PT HM E2/A-552 E2/A-552 - - 101G Interior 3' - 0" 7' - 0" 0' - 1 3/4" S-F WD - HM-1 PT HM E2/A-552 E2/A-552 - - 101H Interior 3' - 0" 7' - 0" 0' - 1 3/4" S-F WD - HM-1 PT HM E2/A-552 E2/A-552 - - 14, 16 101J Interior 3' - 0" 7' - 0" 0' - 1 3/4" S-F WD - HM-1 PT HM E2/A-552 E2/A-552 - - 14, 16 101K Interior 3' - 0" 7' - 0" 0' - 1 3/4" S-FG WD - HM-4 PT HM E2/A-552 E2/A-552, E3/A-552 D4/A-552 - 16 101L.1 Interior 3' - 0" 7' - 0" 0' - 1 3/4" S-FG WD - HM-4 PT HM E2/A-552 E2/A-552, E3/A-552 D4/A-552 - 16 101L.2 Interior 3' - 0" 7' - 2" 0' - 2" S-S WD - SLD-1 PT HM - BARN DOOR 101MA Interior 3' - 0" 7' - 0" 0' - 1 3/4" S-F WD - HM-1 PT HM E2/A-552 E2/A-552 - - 101N Interior 3' - 0" 7' - 0" 0' - 1 3/4" S-FG WD - HM-4 PT HM E2/A-552 E2/A-552, E3/A-552 D4/A-552 - 16 101P Interior 3' - 0" 7' - 0" 0' - 1 3/4" S-FG WD - HM-1 PT HM E2/A-552 E2/A-552 - - 16 101R Interior 3' - 0" 7' - 0" 0' - 1 3/4" S-FG WD - HM-4 PT HM E2/A-552 E2/A-552, E3/A-552 D4/A-552 - 7, 16 101S Interior 3' - 0" 7' - 0" 0' - 1 3/4" S-FG WD - HM-4 PT HM E2/A-552 E2/A-552, E3/A-552 D4/A-552 - 7, 16 101T.1 Interior 3' - 0" 7' - 0" 0' - 1 3/4" S-FG WD - HM-1 PT HM E2/A-552 E2/A-552 - - 16 101T.2 Interior 3' - 0" 7' - 0" 0' - 1 3/4" S-F WD - HM-1 PT HM E2/A-552 E2/A-552 - - 7, 16 101U Exterior 3' - 0" 7' - 0" 0' - 1 3/4" S-FG HM PT HM-10 PT HM - 1, 8, 16 102 Interior 3' - 0" 7' - 0" 0' - 1 3/4" S-FG WD - HM-3 PT HM E2/A-552 E2/A-552, E3/A-552 D4/A-552 - 7, 16 102A Interior 3' - 0" 7' - 0" 0' - 1 3/4" S-FG WD - HM-4 PT HM E2/A-552 E2/A-552, E3/A-552 D4/A-552 - 7, 16 102B Interior 3' - 0" 7' - 0" 0' - 1 3/4" S-FG WD - HM-4 PT HM E2/A-552 E2/A-552, E3/A-552 D4/A-552 - 7, 16 103 Interior 3' - 0" 7' - 0" 0' - 1 3/4" S-FG WD - HM-4 PT HM E2/A-552 E2/A-552, E3/A-552 D4/A-552 - 7, 16 104.1 Interior 6' - 0" 11' - 2" 0' - 2" S-S WD PT -- BARN DOOR 104.2 Exterior 3' - 0" 7' - 0" 0' - 1 3/4" S-FG HM PT HM-11 PT HM - 1, 16 104A Interior 3' - 0" 7' - 0" 0' - 1 3/4" S-F WD - HM-1 PT HM E2/A-552 E2/A-552 - - 14, 16 105 Exterior 3' - 0" 7' - 0" 0' - 1 3/4" S-F HM PT HM-1 PT HM - 1, 14, 16 106 Exterior 3' - 0" 7' - 0" 0' - 1 3/4" S-F HM PT HM-1 PT HM - 1, 14, 16 107.1 Interior 6' - 0" 7' - 0" 0' - 1 3/4" D-FG WD - HM-2 PT HM E2/A-552 E2/A-552 - - 7, 8, 16 107.2 Interior 6' - 0" 7' - 0" 0' - 1 3/4" D-FG WD - HM-2 PT HM E2/A-552 E2/A-552 - - 7, 8, 16 107.3 Interior 3' - 0" 7' - 0" 0' - 1 3/4" S-F WD - HM-1 PT HM E2/A-552 E2/A-552 - - 8 107.4 Exterior 6' - 0" 7' - 0" 0' - 1 3/4" D-FG HM PT HM-12 PT HM - 1, 8, 16, 18 107.5 Interior 3' - 0" 7' - 0" 0' - 1 3/4" S-F WD PT HM-1 PT HM E2/A-552 E2/A-552 - - 16 107A Interior 3' - 6" 7' - 0" 0' - 1 3/4" S-F WD - HM-1 PT HM E2/A-552 E2/A-552 - - 16 108 Interior 3' - 0" 7' - 0" 0' - 1 3/4" S-F WD - HM-3 PT HM D1/A-552 E2/A-552, E3/A-552 D4/A-552 - 7, 16 109 Interior 3' - 0" 7' - 0" 0' - 1 3/4" S-F WD - HM-3 PT HM D1/A-552 E2/A-552, E3/A-552 D4/A-552 - 7, 16 110 Interior 3' - 0" 7' - 0" 0' - 1 3/4" S-F WD - HM-3 PT HM D1/A-552 E2/A-552, E3/A-552 D4/A-552 - 7, 16 111.1 Interior 3' - 0" 7' - 0" 0' - 1 3/4" S-FG WD - HM-4 PT HM D1/A-552 E2/A-552, E3/A-552 D4/A-552 - 7, 16 111.2 Interior 3' - 0" 7' - 0" 0' - 1 3/4" S-FG WD - HM-4 PT HM E2/A-552 E2/A-552, E3/A-552 D4/A-552 - 7, 16 112.1 Interior 6' - 0" 7' - 0" 0' - 1 3/4" D-FG HM PT HM-12 PT HM D1/A-552 E2/A-552 - - 2, 8, 11, 16 112.2 Exterior 6' - 0" 7' - 0" 0' - 1 3/4" D-FG HM PT HM-12 PT HM - 1, 2, 3, 8, 11, 16 113 Interior 3' - 0" 7' - 0" 0' - 1 3/4" S-FG WD - HM-4 PT HM E2/A-552 E2/A-552, E3/A-552 D4/A-552 - 7, 16 113A Interior 3' - 0" 7' - 0" 0' - 1 3/4" S-F WD - HM-1 PT HM E2/A-552 E2/A-552 - - 14, 16 114 Interior 3' - 0" 7' - 0" 0' - 1 3/4" S-F WD - HM-1 PT HM E2/A-552 E2/A-552 - - 16 115 Exterior 3' - 0" 7' - 0" 0' - 1 3/4" S-FG HM PT HM-11 PT HM - 1, 16, 18 115 Interior 7' - 0" 11' - 0" 0' - 1 3/4" D-F HM PT HM-2 PT HM A4/A-533 A4/A-533 - 90 8, 9, 10, 15, 16 116.01 Interior 2' - 10" 7' - 0" 0' - 1 3/4" S-F WD - HM-1 PT HM E2/A-552 E2/A-552 - - 14, 16 116.02 Interior 2' - 10" 7' - 0" 0' - 1 3/4" S-F WD - HM-1 PT HM E2/A-552 E2/A-552 - - 14, 16 116.03 Interior 2' - 2" 7' - 0" 0' - 1 3/4" S-F WD - HM-1 PT HM E2/A-552 E2/A-552 - - 14, 16 116.04 Interior 2' - 2" 7' - 0" 0' - 1 3/4" S-F WD - HM-1 PT HM E2/A-552 E2/A-552 - - 14, 16 116.05 Interior 2' - 2" 7' - 0" 0' - 1 3/4" S-F WD - HM-1 PT HM E2/A-552 E2/A-552 - - 14, 16 116.06 Interior 2' - 2" 7' - 0" 0' - 1 3/4" S-F WD - HM-1 PT HM E2/A-552 E2/A-552 - - 14, 16 116.07 Interior 2' - 2" 7' - 0" 0' - 1 3/4" S-F WD - HM-1 PT HM E2/A-552 E2/A-552 - - 14, 16 116.08 Interior 2' - 2" 7' - 0" 0' - 1 3/4" S-F WD - HM-1 PT HM E2/A-552 E2/A-552 - - 14, 16 116.09 Interior 2' - 2" 7' - 0" 0' - 1 3/4" S-F WD - HM-1 PT HM E2/A-552 E2/A-552 - - 14, 16 116.10 Interior 2' - 2" 7' - 0" 0' - 1 3/4" S-F WD - HM-1 PT HM E2/A-552 E2/A-552 - - 14, 16 116.11 Interior 2' - 2" 7' - 0" 0' - 1 3/4" S-F WD - HM-1 PT HM E2/A-552 E2/A-552 - - 14, 16 116.12 Interior 2' - 2" 7' - 0" 0' - 1 3/4" S-F WD - HM-1 PT HM E2/A-552 E2/A-552 - - 14, 16 116.13 Interior 2' - 2" 7' - 0" 0' - 1 3/4" S-F WD - HM-1 PT HM E2/A-552 E2/A-552 - - 14, 16 116.14 Interior 2' - 2" 7' - 0" 0' - 1 3/4" S-F WD - HM-1 PT HM E2/A-552 E2/A-552 - - 14, 16 116.15 Interior 2' - 10" 7' - 0" 0' - 1 3/4" S-F WD - HM-1 PT HM E2/A-552 E2/A-552 - - 14, 16 116.16 Interior 2' - 10" 7' - 0" 0' - 1 3/4" S-F WD - HM-1 PT HM E2/A-552 E2/A-552 - - 14, 16 117 Interior 3' - 6" 7' - 0" 0' - 1 3/4" S-F WD - HM-1 PT HM E2/A-552 E2/A-552 - - 16 117B Interior 3' - 0" 7' - 0" 0' - 1 3/4" S-F WD - HM-1 PT HM E2/A-552 E2/A-552 - - 118A Interior 3' - 0" 7' - 0" 0' - 1 3/4" S-F WD - HM-1 PT HM E2/A-552 E2/A-552 - - 14, 16 118B Interior 3' - 0" 7' - 0" 0' - 1 3/4" S-F WD - HM-1 PT HM E2/A-552 E2/A-552 - - 14, 16 118C Interior 3' - 0" 7' - 0" 0' - 1 3/4" S-F WD - HM-1 PT HM E2/A-552 E2/A-552 - - 14, 16 120.1 Interior 3' - 6" 7' - 0" 0' - 1 3/4" S-F WD - HM-1 PT HM E2/A-552 E2/A-552 - - 8, 16 120.2 Exterior 6' - 0" 7' - 0" 0' - 1 3/4" D-FG HM PT HM-12 PT HM - 1, 8, 16 121.1 Interior 3' - 0" 7' - 0" 0' - 1 3/4" S-FG WD - HM-4 PT HM E2/A-552 E2/A-552, E3/A-552 D4/A-552 - 6, 7, 16 121.2 Exterior 3' - 0" 7' - 0" 0' - 1 3/4" S-F HM PT HM-1 PT HM - 1, 6, 7, 16, 18 121A.1 Interior 3' - 0" 7' - 0" 0' - 1 3/4" S-FG WD - HM-4 PT HM E2/A-552 E2/A-552, E3/A-552 D4/A-552 - 6, 7, 16 121A.2 Interior 3' - 0" 7' - 0" 0' - 1 3/4" S-FG WD - HM-4 PT HM E2/A-552 E2/A-552, E3/A-552 D4/A-552 - 6, 7, 16 121B.1 Interior 3' - 0" 7' - 0" 0' - 1 3/4" S-FG WD - HM-4 PT HM E2/A-552 E2/A-552, E3/A-552 D4/A-552 - 6, 7, 16 121B.2 Interior 3' - 0" 7' - 0" 0' - 1 3/4" S-FG WD - HM-4 PT HM E2/A-552 E2/A-552, E3/A-552 D4/A-552 - 6, 7, 16 121C.1 Interior 3' - 0" 7' - 0" 0' - 1 3/4" S-FG WD - HM-4 PT HM E2/A-552 E2/A-552, E3/A-552 D4/A-552 - 6, 7, 16 121C.2 Interior 3' - 0" 7' - 0" 0' - 1 3/4" S-FG WD - HM-4 PT HM E2/A-552 E2/A-552, E3/A-552 D4/A-552 - 6, 7, 16 122 Interior 3' - 0" 7' - 0" 0' - 1 3/4" S-FG WD - HM-3 PT HM E2/A-552 E2/A-552, E3/A-552 D4/A-552 - 6, 7, 16 122A Interior 3' - 0" 7' - 0" 0' - 1 3/4" S-FG WD - HM-3 PT HM E2/A-552 E2/A-552, E3/A-552 D4/A-552 - 16 123.1 Interior 3' - 0" 7' - 0" 0' - 1 3/4" S-F WD - HM-1 PT HM E2/A-552 E2/A-552 - - 16 123.1 Interior 3' - 0" 7' - 0" 0' - 1 3/4" S-FG WD - HM-4 PT HM E2/A-552 E2/A-552, E3/A-552 D4/A-552 - 6, 7, 16 123.2 Interior 3' - 0" 7' - 0" 0' - 1 3/4" S-F WD - HM-1 PT HM E2/A-552 E2/A-552 - - 16 123.2 Exterior 3' - 0" 7' - 0" 0' - 1 3/4" S-F HM PT HM-1 PT HM - 1, 6, 7, 16, 18 124D.1 Interior 3' - 0" 7' - 0" 0' - 1 3/4" S-FG WD - HM-4 PT HM E2/A-552 E2/A-552, E3/A-552 D4/A-552 - 6, 7, 16 124D.2 Interior 3' - 0" 7' - 0" 0' - 1 3/4" S-FG WD - HM-4 PT HM E2/A-552 E2/A-552, E3/A-552 D4/A-552 - 6, 7, 16 125.1 Interior 3' - 0" 7' - 0" 0' - 1 3/4" S-F HM PT HM-1 PT HM E2/A-552 E2/A-552 - 45 8, 15 125.2 Exterior 3' - 6" 7' - 0" 0' - 1 3/4" S-F HM PT HM-1 PT HM 45 1, 8 125.3 Exterior 6' - 0" 7' - 0" 0' - 1 3/4" S-F HM PT HM-2 PT HM - 1, 8 126 Interior 4' - 0" 7' - 0" 0' - 1 3/4" S-F WD - HM-1 PT HM E2/A-552 E2/A-552 - - 16 127 Interior 4' - 0" 7' - 0" 0' - 1 3/4" S-F WD - HM-1 PT HM E2/A-552 E2/A-552 - - 128 Interior 3' - 0" 8' - 0" 0' - 1 3/4" S-F WD - HM-1 PT HM E2/A-552 E2/A-552 - - 8 129 Exterior 3' - 6" 7' - 0" 0' - 1 3/4" S-F HM PT HM-1 PT HM 45 1, 16 130.1 Interior 4' - 0" 7' - 0" 0' - 1 3/4" S-F WD - HM-1 PT HM E2/A-552 E2/A-552 - - 8, 16 130.2 Exterior 4' - 0" 7' - 0" 0' - 1 3/4" S-FG HM PT HM-3 PT HM - 1, 3, 8, 11, 16 131.1 Interior 3' - 0" 7' - 0" 0' - 1 3/4" S-FG WD - HM-3 PT HM E2/A-552 E2/A-552, E3/A-552 D4/A-552 - 7, 16,21 131.2 Interior 3' - 0" 7' - 0" 0' - 1 3/4" S-FG WD - HM-3 PT HM E2/A-552 E2/A-552, E3/A-552 D4/A-552 - 7, 16 131A Interior 3' - 0" 7' - 0" 0' - 1 3/4" S-FG WD - HM-1 PT HM E2/A-552 E2/A-552 - - 7, 16 131B Interior 3' - 0" 7' - 0" 0' - 1 3/4" S-FG WD - HM-3 PT HM E2/A-552 E2/A-552, E3/A-552 D4/A-552 - 16 131C Interior 3' - 0" 7' - 0" 0' - 1 3/4" S-F WD - HM-3 PT HM E2/A-552 E2/A-552, E3/A-552 D4/A-552 - 7, 16 132 Interior 3' - 0" 7' - 0" 0' - 1 3/4" S-FG WD - HM-3 PT HM E2/A-552 E2/A-552, E3/A-552 D4/A-552 - 16, 21 132A Interior 3' - 0" 7' - 0" 0' - 1 3/4" S-F WD - HM-1 PT HM E2/A-552 E2/A-552 - - 14, 16 132B Interior 3' - 0" 7' - 0" 0' - 1 3/4" S-FG WD - HM-3 PT HM E2/A-552 E2/A-552, E3/A-552 D4/A-552 - 16 133 Interior 3' - 0" 7' - 0" 0' - 1 3/4" S-F WD - HM-1 PT HM E2/A-552 E2/A-552 - - 16 134.1 Interior 3' - 0" 7' - 0" 0' - 1 3/4" S-FG WD - HM-3 PT HM E2/A-552 E2/A-552, E3/A-552 D4/A-552 - 7, 16 134.2 Exterior 3' - 0" 7' - 0" 0' - 1 3/4" S-FG HM PT HM-10 PT HM - 1, 7, 16 134A.1 Interior 3' - 0" 7' - 0" 0' - 1 3/4" S-FG WD - HM-3 PT HM E2/A-552 E2/A-552, E3/A-552 D4/A-552 - 7, 16 134A.2 Interior 3' - 0" 7' - 0" 0' - 1 3/4" S-FG WD - HM-3 PT HM E2/A-552 E2/A-552, E3/A-552 D4/A-552 - 7, 16 135 Interior 3' - 0" 7' - 0" 0' - 1 3/4" S-F WD - HM-1 PT HM E2/A-552 E2/A-552 - - 14, 16 136.1 Interior 3' - 0" 7' - 0" 0' - 1 3/4" S-FG WD - HM-3 PT HM E2/A-552 E2/A-552, E3/A-552 D4/A-552 - 7, 16 136.2 Exterior 3' - 0" 7' - 0" 0' - 1 3/4" S-FG HM PT HM-10 PT HM - 1, 7, 16 136A.1 Interior 3' - 0" 7' - 0" 0' - 1 3/4" S-FG WD - HM-3 PT HM E2/A-552 E2/A-552, E3/A-552 D4/A-552 - 7, 16 136A.2 Interior 3' - 0" 7' - 0" 0' - 1 3/4" S-FG WD - HM-3 PT HM E2/A-552 E2/A-552, E3/A-552 D4/A-552 - 7, 16 140.1 Interior 7' - 0" 11' - 0" 0' - 1 3/4" D-F HM PT HM-2 PT HM E2/A-552 E2/A-552 - 90 8, 9, 10, 16 140.2 Exterior 3' - 0" 7' - 0" 0' - 1 3/4" S-FG HM PT HM-4 PT HM - 1, 2, 8, 16 140.4 Interior 30' - 0" 9' - 0" 0' - 9 1/2" - AL/GL SLD-5 -AL - 16 201.1 Exterior 3' - 0" 7' - 0" 0' - 1 3/4" S-FG HM PT HM-5 PT HM - 1, 7, 8, 18 201.2 Exterior 3' - 0" 7' - 0" 0' - 1 3/4" S-FG HM PT HM-7 PT HM - 1, 7, 16 1/4" = 1'-0" DOOR PANEL TYPES AS SCHEDULED 2" 2" AS SCHD. 2" AS SCHEDULED 2" 2" AS SCHEDULED 2" HM-1 HM-2 HOLLOW METAL HOLLOW METAL AS SCHEDULED 2" HM-3 HOLLOW METAL AS SCHEDULED 2" HM-4 HOLLOW METAL 2" AS SCHD 2" 18" 2"2" AS SCHD 2" 24" 2" AS SCHEDULED 2" 22" 2" 2" AS SCHD 2" HM-5 HOLLOW METAL HM-6 HOLLOW METAL HM-7 HOLLOW METAL HM-8 HOLLOW METAL HM-9 HOLLOW METAL HM-10 HOLLOW METAL HM-11 HOLLOW METAL HM-12 HOLLOW METAL HM-13 HOLLOW METAL AS SCHEDULED 2" 22" 2" AS SCHEDULED 2" 22" 2" AS SCHEDULED 2" 22" 2" 2" AS SCHD 2" 18" 2"2" AS SCHD 2" 20" 2"2" AS SCHD 2" 24" 2" AS SCHEDULED 2" 46" 2" AS SCHEDULED 2" 46" 2" AS SCHEDULED 2" 46" 2" AS SCHEDULED 2" 46" 2" AS SCHEDULED 2" 34" 2" 2" AS SCHD. 2"2" AS SCHD 2" 18" 2"2" AS SCHD 2" 24" 2"2" AS SCHEDULED 2"2" AS SCHEDULED 2" RL4 25' - 8 3/4" EQ EQ EQ EQ EQ EQ 9' - 2" T T T T T T RL2 3' - 0" 9' - 2" T RL1 9' - 2" 6' - 10" EQ EQ T T RL3 11' - 2" 4' - 2" T RL5 7' - 2" 8' - 5 1/2" EQ EQ T T RL6 4' - 0" 7' - 2" T RL8 4' - 2" 5' - 0" 3' - 0" RL9 5' - 8 1/8" 7' - 2" T RL10 EQEQ 9' - 10 1/4" 7' - 2" T RL11 19' - 1" 3' - 9"3' - 8"3' - 8"4' - 0"4' - 0" 7' - 2" T T T T T RL7 7' - 2" 3' - 4 13/16" T RL12 7' - 2" 2' - 10 3/8" 4' - 0" 4' - 0" T T T T RL13 7' - 2" 9' - 8 11/16" 4' - 11 1/4"4' - 9 7/16" T T RL14 5' - 1 1/8" 7' - 2" T RL15 1' - 6" 7' - 8" 0" T RL16 3' - 5 3/4" 3' - 9 1/16" 3' - 9 1/16" 10' - 11 7/8" 1' - 6" 7' - 8" T T RL17 7' - 8" 1' - 6" 3' - 9 1/2" T RL18 7' - 2" 5' - 0" T FRAME AND RELITE TYPE NOTES 1. 08 80 00 GLAZING IN DOORS AND FRAMES. THERMAL PERFORMANCE CRITERIA FOR EXTERIOR DOORS, SEE SHEET G-032 EXTERIOR DOOR SCHEDULE 2. LOCATIONS OF SAFETY GLAZING INDICATED BY " T " PER IBC 2406 AND THE FOLLOWING: A. OPENINGS WITH VERTICAL EDGE WITHIN 24 INCHES OF A DOOR OPENING AND THE BOTTOM EDGE BELOW 60 INCHES. B. OPENINGS MEETING ALL OF THE FOLLOWING: BOTTOM EDGE LESS THAN 18 INCHES FROM A FLOOR, TOP EDGE GREATER THAN 36 INCHES ABOVE A FLOOR, GLASS AREA GREATER THAN 9 SQUARE FEET, WALKING SURFACE WITHIN 36 INCHES OF THE GLASS UNIT. C. AS REQUIRED FOR STRENGTH, OR AS RECOMMENDED BY THE GLASS MANUFACTURER. 3. ALL DIMENSIONS SHOWN ARE SUBJECT TO FIELD VERIFICATION 4. ALL HOLLOW METAL DOORS AND FRAMES TO BE PAINTED AS SCHEDULED. ALL INTERIOR HOLLOW METAL RELITES TO BE PAINTED AS INDICATED ON INTERIOR ELEVATIONS OR RELITE TYPE ELEVATIONS. 5. PROVIDE 12 24 00 ROLLER SHADES WHERE INDICATED AT INTERIOR DOOR PANELS, DOOR FRAMES AND RELITES. INSTALL ROLLER SHADES ON ROOM SIDE OF FRAME. REFER TO INTERIOR ELEVATIONS FOR LOCATIONS OF SHADES AT EXTERIOR WINDOWS. 6. REFER TO INTERIOR ELEVATIONS FOR LOCATION OF 08 80 00 PLASTIC GLAZING FILM SYMBOL LEGEND RLHM-## 08 11 13 RELITE TYPE 08 11 13 HOLLOW METAL DOOR FRAME 12 24 00 ROLLER SHADES 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION ZONE KEYPLAN 1/ 6 / 2 0 1 7 4 : 2 9 : 4 8 P M C: \ ~ R e v i t L o c a l F i l e s \ 2 0 1 5 9 1 3 - M A D - A r c h - V 1 6 _ e m c g u i r e @ m ah l u m . c o m . r v t MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 2015913.00 Checker Author BUILDING PERMIT 09 JANUARY 2017 DOOR FRAME AND RELITE TYPES A-612 1/4" = 1'-0" DOOR FRAME TYPES 1/4" = 1'-0" RELITE FRAME TYPES S2 U 0.36 VT 0.55 SHGC 0.4 PF 1 T ROUGH OPENING 11' - 2" ROUGH OPENING 40' - 5" 08 11 13 HM 08 11 13 HM4' - 5"4' - 1 13/16"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"3' - 10 3/16" 3' - 6" ROUGH OPENING 7' - 8"5' - 2" 2' - 6" S1 U 0.36 VT 0.55 SHGC 0.4 PF 0.52 T A1 A-521 ROUGH OPENING 8' - 0" 4' - 0"4' - 0" ROUGH OPENING 7' - 8" 3' - 6" S3 U 0.36 VT 0.55 SHGC 0.4 PF 2 5' - 2" 2' - 6" 4' - 6" 4' - 10 7/16" 08 11 13 HM ROUGH OPENING 11' - 2" 9' - 7" 1' - 7" ROUGH OPENING 9' - 4 7/16" S20 U 0.36 VT 0.55 SHGC 0.4 PF 1.3 T 9" 3' - 8 9/16" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 1' - 7" 2' - 5" 5' - 2" ROUGH OPENING 9' - 2" ROUGH OPENING 28' - 5 9/16" S18 U 0.36 VT 0.55 SHGC 0.4 PF 0.78 9"3' - 3 3/8"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"3' - 10"4' - 1" ROUGH OPENING 11' - 2" 3' - 7" 2' - 5" 5' - 2" S19 U 0.36 VT 0.55 SHGC 0.4 PF 1.5 ROUGH OPENING 55' - 11 3/8" 9" 3' - 10 1/2" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 9" ROUGH OPENING 9' - 2" 1' - 7" 2' - 5" 5' - 2" S16 U 0.36 VT 0.55 SHGC 0.4 PF 0 ROUGH OPENING 33' - 4 1/2" S15 U 0.36 VT 0.55 SHGC 0.4 PF 1.4 ROUGH OPENING 11' - 2" 3' - 7" 2' - 5" 5' - 2" ROUGH OPENING 32' - 3 1/4" 9" 3' - 4 1/2" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 1 3/4" HM T T ROUGH OPENING 4' - 0" ROUGH OPENING 11' - 2" 1' - 11" 5' - 8" 3' - 7" S14 U 0.36 VT 0.55 SHGC 0.4 PF 1.4 4' - 0" 4' - 0" 4' - 0" 4' - 0" ROUGH OPENING 16' - 0" ROUGH OPENING 11' - 2" 1' - 11" 3' - 3" 2' - 5" 3' - 7" S13 U 0.36 VT 0.55 SHGC 0.4 PF 0.27 ROUGH OPENING 16' - 0" 4' - 0"4' - 0"4' - 0"4' - 0" S4 U 0.36 VT 0.55 SHGC 0.4 PF 0.52 ROUGH OPENING 7' - 8" 3' - 6" 5' - 2" 2' - 6" 4' - 0"4' - 0" ROUGH OPENING 8' - 0" S5 U 0.36 VT 0.55 SHGC 0.4 PF 0.52 ROUGH OPENING 7' - 8" 3' - 6" 2' - 6" 5' - 2" ROUGH OPENING 8' - 7 1/2" 4' - 0"3' - 10 1/2"9" ROUGH OPENING 7' - 8" 3' - 6" 2' - 6" 5' - 2" S6 U 0.36 VT 0.55 SHGC 0.4 PF 0.52 ROUGH OPENING 11' - 6 7/16" 9"3' - 7 13/16"3' - 8 13/16"3' - 4 13/16" 3' - 6" ROUGH OPENING 7' - 8" 2' - 6" 5' - 2" S7 U 0.36 VT 0.55 SHGC 0.4 PF 0.62 ROUGH OPENING 16' - 0" ROUGH OPENING 7' - 8" 3' - 6" 2' - 6" 5' - 2" 4' - 0"4' - 0"4' - 0"4' - 0" S8 U 0.36 VT 0.55 SHGC 0.4 PF 0.62 ROUGH OPENING 19' - 11" ROUGH OPENING 11' - 2" 5' - 2" 2' - 7" 3' - 5" 4' - 0"4' - 0"4' - 5"4' - 5"3' - 1" 08 11 13 HM S9 U 0.36 VT 0.55 SHGC 0.4 PF 0.63 T ROUGH OPENING 16' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" ROUGH OPENING 11' - 2" 3' - 7" 2' - 5" 3' - 3" 1' - 11" S12 U 0.36 VT 0.55 SHGC 0.4 PF 0.27 9"5' - 11 3/4" ROUGH OPENINGS 6' - 8 3/4" S17 U 0.36 VT 0.55 SHGC 0.4 PF 8.1 ROUGH OPENING 9' - 2" 7' - 7" 1' - 7" ROUGH OPENING 67' - 4" 3' - 11 5/8" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 3' - 8" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 3' - 8 3/8" 7' - 2" ROUGH OPENING 4' - 0" S10 U 0.36 VT 0.55 SHGC 0.4 PF 0 B1 A-521 S11 U 0.36 VT 0.55 SHGC 0.4 PF 0 ROUGH OPENING 8' - 0" 4' - 0" 4' - 0" 7' - 2" ROUGH OPENING 4' - 0" 1. 08 80 00 GLAZING IN DOORS AND FRAMES. 2. LOCATIONS OF SAFETY GLAZING INDICATED BY A " T " PER IBC 2406 AND THE FOLLOWING: A. ALL GLASS IN DOORS B. OPENINGS WITH A VERTICAL EDGE WITHIN 24 INCHES OF A DOOR OPENING AND THE BOTTOM EDGE BELOW 60 INCHES. C. OPENINGS MEETING ALL OF THE FOLLOWING: BOTTOM EDGE LESS THAN 18 INCHES FROM A FLOOR, TOP EDGE GREATER THAN 36 INCHES ABOVE A FLOOR, GLASS AREAS LARGER THAN 9 SQUARE FEET, WALKING SURFACE WITHIN 36 INCHES OF THE GLASS UNIT. D. AS REQUIRED FOR STRENGTH; OR AS RECOMMENDED BY THE GLASS MANUFACTURER. 3. ALL OPERABLE WINDOWS TO HAVE A 4" LIMITER. THE 4" LIMITER DIMENSION IS A CLEAR DIMENSION MEASURED FROM THE EXTERIOR FACE OF THE FIXED FRAME TO THE INTERIOR FACE OF THE OPERABLE FRAME. 4. REFER TO FLOOR PLANS FOR DOOR SWINGS 5. REFER TO INTERIOR ELEVATIONS FOR 12 24 00 WINDOW SHADES LOCATIONS WINDOW TYPE NOTES SYMBOL LEGEND S-- L- 08 43 13 STOREFRONT WINDOWS 08 91 00 LOUVERS T- 08 91 00 TRANSLUCENT WALL ASSEMBLY 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION ZONE KEYPLAN B C1 C2 D1 D2 D3 A 1/ 6 / 2 0 1 7 4 : 2 9 : 5 9 P M C: \ ~ R e v i t L o c a l F i l e s \ 2 0 1 5 9 1 3 - M A D - A r c h - V 1 6 _ e m c g u i r e @ m ah l u m . c o m . r v t MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 2015913.00 Checker Author BUILDING PERMIT 09 JANUARY 2017 STOREFRONT AND LOUVER TYPES - ZONES A AND B A-613 1/4" = 1'-0" STOREFRONT AT ENTRY - SOUTH 1/4" = 1'-0" STOREFRONT AT ENTRY - WEST 1/4" = 1'-0" STOREFRONT AT LEARNING SUPPORT 1/4" = 1'-0" STOREFRONT AT COMMON SOUTH 1/4" = 1'-0" STOREFRONT AT LIBRARY SOUTH 1/4" = 1'-0" STOREFRONT AT LIBRARY WEST 1/4" = 1'-0" STOREFRONT AT SCIENCE SOUTH 1/4" = 1'-0" STOREFRONT AT SCIENCE EAST 1/4" = 1'-0" STOREFRONT AT SCIENCE SG EAST 1/4" = 1'-0" STOREFRONT AT MS DHH EAST 1/4" = 1'-0" STOREFRONT AT ADMIN WEST DOUBLE OFFICE 1/4" = 1'-0" STOREFRONT AT ADMIN WEST DHH OFFICES 1/4" = 1'-0" STOREFRONT AT ADMIN WEST, P OFFICE 1/4" = 1'-0" STOREFRONT AT ADMIN NORTH, P OFFICE 1/4" = 1'-0" STOREFRONT AT ADMIN, PROF DEV N 1/4" = 1'-0" STOREFRONT AT GYM VESTIBULE NORTH 1/4" = 1'-0" STOREFRONT AT PARENT ROOM EAST 1/4" = 1'-0" STOREFRONT AT SCIENCE WEST 1/4" = 1'-0" STOREFRONT AT MUSIC EAST 1/4" = 1'-0" STOREFRONT AT MUSIC EAST 4' - 8 3/4" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0"4' - 0" 4' - 0" 4' - 0" 4' - 8 7/8" ROUGH OPENING 73' - 5 5/8" S22 U 0.36 VT 0.55 SHGC 0.4 PF 0.21 ROUGH OPENING 11' - 2" 9' - 7" 1' - 7" 7' - 1" 2' - 6" 1' - 7" 4' - 3 3/8"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0" 08 11 13 HM S21B U 0.36 VT 0.55 SHGC 0.4 PF 0.18 ROUGH OPENING 11' - 2" 1' - 7" 9' - 7" ROUGH OPENING 40' - 3 3/8" T T 1' - 7" 2' - 5" 7' - 2" ROUGH OPENING 11' - 2" 5" 4' - 2 3/8" 4' - 0" 4' - 0" 4' - 0" 08 11 13 HM S23A U 0.36 VT 0.55 SHGC 0.4 PF 0.47 ROUGH OPENING 16' - 7 3/8" T T ROUGH OPENING 4' - 6 11/16" ROUGH OPENING 11' - 2" 1' - 7" 9' - 7" S24 U 0.36 VT 0.55 SHGC 0.4 PF 0.47 ROUGH OPENING 24' - 6" ROUGH OPENING 11' - 2" 7' - 1" 2' - 6" 1' - 7" 4' - 5" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 1" S25 U 0.36 VT 0.55 SHGC 0.4 PF 0 4' - 0" 4' - 0" 08 11 13 HM S26A U 0.36 VT 0.55 SHGC 0.4 PF 1.3 ROUGH OPENING 8' - 0" ROUGH OPENING 11' - 2" 1' - 7" 2' - 6" 7' - 1" T B1 A-521 S21A U 0.36 VT 0.55 SHGC 0.4 PF 0.18 ROUGH OPENING 4' - 3 5/8" 1' - 7" 9' - 7" ROUGH OPENING 11' - 2" 08 11 13 HM T ROUGH OPENING 11' - 2" ROUGH OPENING 4' - 1 3/8" S23B U 0.36 VT 0.55 SHGC 0.4 PF 0.47 9' - 7" 1' - 7" 08 11 13 HM T 08 11 13 HM 4' - 4 13/16" 9" ROUGH OPENING 11' - 2" 1' - 7" 9' - 7" ROUGH OPENING 5' - 1 13/16" S26B U 0.36 VT 0.55 SHGC 0.4 PF 1.3 T 8' - 0" 4' - 0" L1 20' - 0" 7' - 8" L2 T1 U 0.26 VT 0.19 SHGC 0.18 PF 0 ROUGH OPENING 44' - 5 5/8" ROUGH OPENING 8' - 10 1/4" T2 U 0.26 VT 0.19 SHGC 0.18 PF 0 ROUGH OPENING 90' - 11 3/4" ROUGH OPENING 7' - 11" 1. 08 80 00 GLAZING IN DOORS AND FRAMES. 2. LOCATIONS OF SAFETY GLAZING INDICATED BY A " T " PER IBC 2406 AND THE FOLLOWING: A. ALL GLASS IN DOORS B. OPENINGS WITH A VERTICAL EDGE WITHIN 24 INCHES OF A DOOR OPENING AND THE BOTTOM EDGE BELOW 60 INCHES. C. OPENINGS MEETING ALL OF THE FOLLOWING: BOTTOM EDGE LESS THAN 18 INCHES FROM A FLOOR, TOP EDGE GREATER THAN 36 INCHES ABOVE A FLOOR, GLASS AREAS LARGER THAN 9 SQUARE FEET, WALKING SURFACE WITHIN 36 INCHES OF THE GLASS UNIT. D. AS REQUIRED FOR STRENGTH; OR AS RECOMMENDED BY THE GLASS MANUFACTURER. 3. ALL OPERABLE WINDOWS TO HAVE A 4" LIMITER. THE 4" LIMITER DIMENSION IS A CLEAR DIMENSION MEASURED FROM THE EXTERIOR FACE OF THE FIXED FRAME TO THE INTERIOR FACE OF THE OPERABLE FRAME. 4. REFER TO FLOOR PLANS FOR DOOR SWINGS 5. REFER TO INTERIOR ELEVATIONS FOR 12 24 00 WINDOW SHADES LOCATIONS WINDOW TYPE NOTES SYMBOL LEGEND S-- L- 08 43 13 STOREFRONT WINDOWS 08 91 00 LOUVERS T- 08 91 00 TRANSLUCENT WALL ASSEMBLY 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION ZONE KEYPLAN B C1 C2 D1 D2 D3 A 1/ 6 / 2 0 1 7 4 : 3 0 : 0 6 P M C: \ ~ R e v i t L o c a l F i l e s \ 2 0 1 5 9 1 3 - M A D - A r c h - V 1 6 _ e m c g u i r e @ m ah l u m . c o m . r v t MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 2015913.00 Checker Author BUILDING PERMIT 09 JANUARY 2017 STOREFRONT AND LOUVER TYPES - ZONES A AND B A-614 1/4" = 1'-0" STOREFRONT AT COMMONS HALLWAY SOUTH 1/4" = 1'-0" STOREFRONT AT COMMONS WEST - B 1/4" = 1'-0" STOREFRONT AT DEN EAST - A 1/4" = 1'-0" STOREFRONT AT DEN NORTH 1/4" = 1'-0" STOREFRONT AT DEN EAST 1/4" = 1'-0" STOREFRONT AT DEN SOUTH 1/4" = 1'-0" STOREFRONT AT COMMONS WEST - A 1/4" = 1'-0" STOREFRONT AT DEN EAST - B 1/4" = 1'-0" STOREFRONT AT DEN SOUTH - B 1/4" = 1'-0" LOUVER - NORTH 1/4" = 1'-0" LOUVER - WEST 1/4" = 1'-0" TRANSLUSCENT WALL A 1/4" = 1'-0" TRANSLUSCENT WALL B ROUGH OPENING 9' - 2" 1' - 7" 7' - 7" ROUGH OPENING 4' - 6 11/16" 5" 4' - 1 11/16" S27 U 0.36 VT 0.55 SHGC 0.4 PF 0.27 B1 A-521 ROUGH OPENING 9' - 2" 7' - 7" 1' - 7" 4' - 1 3/4" 5" ROUGH OPENING 4' - 6 3/4" S28 U 0.36 VT 0.55 SHGC 0.4 PF 0.27 ROUGH OPENING 9' - 2" 5' - 2" 2' - 5" 1' - 7" S31 U 0.36 VT 0.55 SHGC 0.4 PF 0.93 4' - 0" 4' - 0" 4' - 0" 08 11 13 HM ROUGH OPENING 12' - 0" TROUGH OPENING 9' - 2" 5' - 2" 2' - 5" 1' - 7" 08 11 13 HM4' - 0"4' - 0"4' - 0"4' - 0"4' - 0 5/8"5" S29 U 0.36 VT 0.55 SHGC 0.4 PF 0.93 ROUGH OPENING 20' - 5 5/8" T ROUGH OPENING 3' - 11 7/8" ROUGH OPENING 9' - 2" 7' - 7" 1' - 7" S33 U 0.36 VT 0.55 SHGC 0.4 PF 0.93 08 11 13 HM T ROUGH OPENING 16' - 0" 5' - 2" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 3' - 4" ROUGH OPENING 9' - 2" 1' - 7" 2' - 5" 5' - 2" S38 U 0.36 VT 0.55 SHGC 0.4 PF 0.93 T T T ROUGH OPENING 32' - 3 1/2" 08 11 13 HM4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 3 1/2"4' - 0"4' - 0" 08 11 13 HM ROUGH OPENING 9' - 2" 5' - 2" 2' - 5" 1' - 7" S35 U 0.36 VT 0.55 SHGC 0.4 PF 0.93 T T ROUGH OPENING 32' - 3 1/2" 08 11 13 HM 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 3 1/2" 4' - 0" 4' - 0" 08 11 13 HM ROUGH OPENING 9' - 2" 5' - 2" 2' - 5" 1' - 7" S37 U 0.36 VT 0.55 SHGC 0.4 PF 0.93 T T ROUGH OPENING 9' - 2" 5' - 2" 2' - 5" 1' - 7" 4' - 0"4' - 0"4' - 0" 08 11 13 HM S30 U 0.36 VT 0.55 SHGC 0.4 PF 0.93 ROUGH OPENING 12' - 0" T A1 A-521 ROUGH OPENING 20' - 5 5/8" 08 11 13 HM 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0 5/8" 5" ROUGH OPENING 9' - 2" 5' - 2" 2' - 5" 1' - 7" S32 U 0.36 VT 0.55 SHGC 0.4 PF 0.93 T ROUGH OPENING 16' - 0" 08 11 13 HM4' - 0"4' - 0"4' - 0"4' - 0" 08 11 13 HM 1' - 7" 2' - 5" 5' - 2" ROUGH OPENING 9' - 2" S34 U 0.36 VT 0.55 SHGC 0.4 PF 0.93 TT T 3' - 0" 9' - 0" L3 S36 U 0.36 VT 0.55 SHGC 0.4 PF 0.93 ROUGH OPENING 20' - 3 7/8" 5"3' - 10 7/8"4' - 0"4' - 0"4' - 0"4' - 0" 08 11 13 HM ROUGH OPENING 9' - 2" 1' - 6" 2' - 6" 5' - 2" T ROUGH OPENING 3' - 11 7/8" ROUGH OPENING 9' - 2" 7' - 7" 1' - 7" 08 11 13 HM S39 U 0.36 VT 0.55 SHGC 0.4 PF 0.93 T 5" 3' - 10 7/8" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 08 11 13 HM ROUGH OPENING 20' - 3 7/8" S40 U 0.36 VT 0.55 SHGC 0.4 PF 0.93 ROUGH OPENING 9' - 2" 1' - 7" 2' - 5" 5' - 2" 1' - 7" 7' - 7" T 1. 08 80 00 GLAZING IN DOORS AND FRAMES. 2. LOCATIONS OF SAFETY GLAZING INDICATED BY A " T " PER IBC 2406 AND THE FOLLOWING: A. ALL GLASS IN DOORS B. OPENINGS WITH A VERTICAL EDGE WITHIN 24 INCHES OF A DOOR OPENING AND THE BOTTOM EDGE BELOW 60 INCHES. C. OPENINGS MEETING ALL OF THE FOLLOWING: BOTTOM EDGE LESS THAN 18 INCHES FROM A FLOOR, TOP EDGE GREATER THAN 36 INCHES ABOVE A FLOOR, GLASS AREAS LARGER THAN 9 SQUARE FEET, WALKING SURFACE WITHIN 36 INCHES OF THE GLASS UNIT. D. AS REQUIRED FOR STRENGTH; OR AS RECOMMENDED BY THE GLASS MANUFACTURER. 3. ALL OPERABLE WINDOWS TO HAVE A 4" LIMITER. THE 4" LIMITER DIMENSION IS A CLEAR DIMENSION MEASURED FROM THE EXTERIOR FACE OF THE FIXED FRAME TO THE INTERIOR FACE OF THE OPERABLE FRAME. 4. REFER TO FLOOR PLANS FOR DOOR SWINGS 5. REFER TO INTERIOR ELEVATIONS FOR 12 24 00 WINDOW SHADES LOCATIONS WINDOW TYPE NOTES SYMBOL LEGEND S-- L- 08 43 13 STOREFRONT WINDOWS 08 91 00 LOUVERS T- 08 91 00 TRANSLUCENT WALL ASSEMBLY 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION ZONE KEYPLAN B C1 C2 D1 D2 D3 A 1/ 6 / 2 0 1 7 4 : 3 0 : 1 4 P M C: \ ~ R e v i t L o c a l F i l e s \ 2 0 1 5 9 1 3 - M A D - A r c h - V 1 6 _ e m c g u i r e @ m ah l u m . c o m . r v t MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 2015913.00 Checker Author BUILDING PERMIT 09 JANUARY 2017 STOREFRONT AND LOUVER TYPES - ZONES C AND D A-615 1/4" = 1'-0" STOREFRONT AT C LC CORNER 1/4" = 1'-0" STOREFRONT AT C LC CORNER 1/4" = 1'-0" STOREFRONT AT VARIOUS LOCATIONS 1/4" = 1'-0" STOREFRONT AT C LC NORTH 1/4" = 1'-0" STOREFRONT AT D LC NORTH 1/4" = 1'-0" STOREFRONT AT ZONE D LC SOUTH 1/4" = 1'-0" STOREFRONT AT D LC NORTH 1/4" = 1'-0" STOREFRONT AT ZONE D LC SOUTH 1/4" = 1'-0" STOREFRONT AT VARIOUS LOCATIONS 1/4" = 1'-0" STOREFRONT AT C LC SOUTH - B 1/4" = 1'-0" STOREFRONT AT D LC NORTH 1/4" = 1'-0" LOUVER - LEARNING CENTERS 1/4" = 1'-0" STOREFRONT AT K LC NORTH 1/4" = 1'-0" STOREFRONT AT D LC SOUTH 1/4" = 1'-0" STOREFRONT AT LC K SOUTH 1. FINISHES MUST MEET REQUIREMENTS PER IBC TABLE 803.11. INTERIOR EXIT STAIRWAYS AND RAMPS AND EXIT PASSAGEWAYS TO HAVE A CLASS "B" FINISH. CORRIDORS AND ENCLOSURE FOR EXIT ACCESS STAIRWAYS AND RAMPS TO HAVE A CLASS "C" FINISH. ROOMS AND ENCLOSED SPACES TO HAVE A CLASS "C" FINISH. GENERAL NOTES 095100 AP ACOUSTICAL CEILING PANEL AR AREA RUG 098400 AWP ACOUSTICAL WALL PANEL 033000 CONC CONCRETE 096813 CPT CARPET TILE 093000 CT CERAMIC TILE 066400 FRP FIBERGLASS REINFORCED PANEL 092116 GB GYPSUM BOARD 064100 PL PLASTIC LAMINATE 099000 PT PAINT 093000 QT QUARRY TILE 096500 RB RUBBER BASE 033513 R-CONC POLISHED CONCRETE 096500 RF RESILIENT FLOOR 033000 S-CONC SEALED CONCRETE 096429 WD WOOD STRIP AND PLANK 124813 WOM WALK OFF MAT ROOM FINISH SCHEDULE LEGEND 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION ZONE KEYPLAN 1/ 6 / 2 0 1 7 5 : 1 1 : 2 0 P M C: \ ~ R e v i t L o c a l F i l e s \ 2 0 1 5 9 1 3 - M A D - A r c h - V 1 6 _ e m c g u i r e @ m ah l u m . c o m . r v t MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 2015913.00 DM MG BUILDING PERMIT 09 JANUARY 2017 FINISH SCHEDULE A-651 ROOM FINISH SCHEDULE WT ROOM NAME FLOOR FINISH BASE FINISH WALL FINISH CSWK HORZ CSWK VERTNORTH EAST SOUTH WEST 140A HALLWAY VESTIBULE R-CONC RB-1 -GYP / PT-1 / WP-2 GYP / PT-1 GYP / PT-1 / WP-2 - - 140B HALLWAY LIBRARY R-CONC / WOM RB-1 -GYP / PT-1 / WP-3 / AWP-1 GYP / PT-1 GYP / PT-1 / WP-3 / AWP-1 - - 201 LC (M) RF-1 RB-1 GYP / PT-1 GYP / PT-1 / AWP-1 / WB-1 / WP-3 GYP / PT-1 / AWP-3 GYP / PT-1 / AWP-3 PL-1 PL-1 201A SM GROUP RF-1 / AR-1 RB-1 GYP / PT-1 GYP / PT-1 / AWP-3 GYP / PT-1 GYP / PT-1 / WB-1 PL-1 PL-1 201B SM GROUP RF-1 / AR-1 RB-1 GYP / PT-1 GYP / PT-1 / WB-1 GYP / PT-1 GYP / PT-1 / AWP-3 PL-1 PL-1 201C LC CIRC R-CONC CWB-1 GYP / PT-2 CWT-1 GYP / PT-2 GYP / PT-2 PL-1 PL-1 201CA MS TLT CT-1 CWB-1 CWT-1 GYP / PT-2 GYP / PT-2 CWT-1 -- 201CB M TLT CT-1 CWB-1 CWT-1 GYP / PT-2 GYP / PT-2 CWT-1 - - 202 LC (M) RF-1 RB-1 GYP / PT-1 / AWP-3 GYP / PT-1 / AWP-1 / WB-1 / WP-3 GYP / PT-1 GYP / PT-1 / AWP-3 PL-1 PL-1 203 LC (K) RF-1 RB-1 GYP / PT-1 GYP / PT-1 / AWP-1 / WB-1 / WP-2 GYP / PT-1 / AWP-3 GYP / PT-1 / AWP-3 PL-1 PL-1 203A SM GROUP RF-1 / AR-1 RB-1 GYP / PT-1 GYP / PT-1 / AWP-3 GYP / PT-1 GYP / PT-1 / WB-1 PL-1 PL-1 203B SM GROUP RF-1 / AR-1 RB-1 GYP / PT-1 GYP / PT-1 / WB-1 GYP / PT-1 GYP / PT-1 / AWP-3 PL-1 PL-1 203C K TLT CT-1 CWB-1 GYP / PT-2 GYP / PT-2 / CWT-1 CWT-1 GYP / PT-2 PL-1 PL-1 203D LC CIRC / STORAGE R-CONC CWB-1 GYP / PT-1 GYP / PT-2 GYP / PT-2 / CWT-1 GYP / PT-2 PL-1 PL-1 203DA K TLT CT-1 CWB-1 CWT-1 CWT-1 GYP / PT-2 GYP / PT-2 - - 203DB K TLT CT-1 CWB-1 CWT-1 CWT-1 GYP / PT-2 GYP / PT-2 - - 203DC K TLT CT-1 CWB-1 CWT-1 GYP / PT-2 GYP / PT-2 CWT-1 - - 204 LC (DHH PK/K) RF-1 RB-1 GYP / PT-1 / AWP-3 GYP / PT-1 / AWP-1 / WB-1 / WP-3 GYP / PT-1 GYP / PT-1 / AWP-3 PL-1 PL-1 205 ELEC S-CONC - GYP / PT-1 GYP / PT-1 GYP / PT-1 GYP / PT-1 - - 205A IDF S-CONC - GYP / PT-1 GYP / PT-1 GYP / PT-1 GYP / PT-1 - - 206 MECH S-CONC - GYP / PT-1 GYP / PT-1 GYP / PT-1 GYP / PT-1 - - 207 LC (K) RF-1 RB-1 GYP / PT-1 GYP / PT-1 / AWP-3 GYP / PT-1 / AWP-3 GYP / PT-1 / AWP-1 / WB-1 / WP-3 PL-1 PL-1 207A SM GROUP RF-1 / AR-1 RB-1 GYP / PT-1 GYP / PT-1 / WB-1 GYP / PT-1 GYP / PT-1 / AWP-3 PL-1 PL-1 207B SM GROUP RF-1 / AR-1 RB-1 GYP / PT-1 GYP / PT-1 / AWP-3 GYP / PT-1 GYP / PT-1 / WB-1 PL-1 PL-1 207C K RESOURCE ROOM RF-1 RB-1 GYP / PT-1 -GYP / PT-1 - PL-1 PL-1 208 LC (K) RF-1 RB-1 GYP / PT-1 / AWP-3 GYP / PT-1 / AWP-3 GYP / PT-1 GYP / PT-1 / AWP-1 / WB-1 / WP-3 PL-1 PL-1 301 LC (P) RF-1 / AR-1 RB-1 GYP / PT-1 / AWP-3 GYP / PT-1 / AWP-3 / WP-1 GYP / PT-1 / AWP-3 GYP / PT-1 / AWP-1 / WB-1 / WP-3 PL-1 PL-1 301A LC CIRC / STORAGE R-CONC CWB-1 GYP / PT-2 GYP / PT-2 GYP / PT-2 / CWT-1 GYP / PT-2 PL-1 PL-1 301AA LC TLT CT-1 CWB-1 CWT-1 CWT-1 GYP / PT-2 GYP / PT-2 -- 301AB LC TLT CT-1 CWB-1 CWT-1 CWT-1 GYP / PT-2 GYP / PT-2 -- 301AC LC TLT CT-1 CWB-1 CWT-1 GYP / PT-2 GYP / PT-2 CWT-1 -- 303 ELEC S-CONC - GYP / PT-1 GYP / PT-1 GYP / PT-1 GYP / PT-1 - - 303A IDF S-CONC - GYP / PT-1 GYP / PT-1 GYP / PT-1 GYP / PT-1 - - 304 MECH S-CONC - GYP / PT-1 GYP / PT-1 GYP / PT-1 GYP / PT-1 - - 305 LC (I) RF-1 / AR-1 RB-1 GYP / PT-1 / AWP-3 GYP / PT-1 / AWP-1 / WB-1 / WP-3 GYP / PT-1 / AWP-3 GYP / PT-1 / AWP-3 / WP-1 PL-1 PL-1 401 LC (DHH) RF-1 RB-1 GYP / PT-1 GYP / PT-1 / AWP-1 / WB-1 / WP-3 GYP / PT-1 / AWP-3 GYP / PT-1 / AWP-3 PL-1 PL-1 401A SM GROUP RF-1 / AR-1 RB-1 GYP / PT-1 GYP / PT-1 / AWP-3 GYP / PT-1 GYP / PT-1 / WB-1 PL-1 PL-1 401B SM GROUP RF-1 / AR-1 RB-1 GYP / PT-1 GYP / PT-1 / WB-1 GYP / PT-1 GYP / PT-1 / AWP-3 PL-1 PL-1 401C LC CIRC R-CONC CWB-1 GYP / PT-2 CWT-1 GYP / PT-2 GYP / PT-2 - - 401CA DHH TLT CT-1 CWB-1 CWT-1 GYP / PT-2 GYP / PT-2 CWT-1 - - 401CB DHH TLT CT-1 CWB-1 CWT-1 GYP / PT-2 GYP / PT-2 CWT-1 - - 402 LC (DHH) RF-1 RB-1 GYP / PT-1 / AWP-3 GYP / PT-1 / AWP-1 / WB-1 / WP-3 GYP / PT-1 GYP / PT-1 / AWP-3 PL-1 PL-1 403 LC (P) RF-1 / AR-1 RB-1 GYP / PT-1 / AWP-3 GYP / PT-1 / AWP-1 / WB-1 / WP-3 GYP / PT-1 / AWP-3 GYP / PT-1 / AWP-3 / WP-1 PL-1 PL-1 403A LC CIRC / STORAGE R-CONC CWB-1 GYP / PT-2 GYP / PT-2 GYP / PT-2 / CWT-1 GYP / PT-2 PL-1 PL-1 403AA LC TLT CT-1 CWB-1 CWT-1 CWT-1 GYP / PT-2 GYP / PT-2 -- 403AB LC TLT CT-1 CWB-1 CWT-1 CWT-1 GYP / PT-2 GYP / PT-2 -- 403AC LC TLT CT-1 CWB-1 CWT-1 GYP / PT-2 GYP / PT-2 CWT-1 -- 405 ELEC S-CONC - GYP / PT-1 GYP / PT-1 GYP / PT-1 GYP / PT-1 - - 405A IDF S-CONC - GYP / PT-1 GYP / PT-1 GYP / PT-1 GYP / PT-1 - - 406 MECH S-CONC - GYP / PT-1 GYP / PT-1 GYP / PT-1 GYP / PT-1 - - 407 LC (I) RF-1 / AR-1 RB-1 GYP / PT-1 / AWP-3 GYP / PT-1 / AWP-3 / WP-1 GYP / PT-1 / AWP-3 GYP / PT-1 / AWP-1 / WB-1 / WP-3 PL-1 PL-1 501 LC (P) - - ---- - - 501A LC CIRC / STORAGE - - ---- - - 501AA LC TLT - - ---- - - 501AB LC TLT - - ---- - - 501AC LC TLT - - ---- - - 503 ELEC - - ---- - - 503A IDF - - ---- - - 504 MECH - - ---- - - 505 LC (I) - - ---- - - 601 LC (M) - - ---- - - 601A SM GROUP - - ---- - - 601B SM GROUP - - ---- - - 601C LC CIRC - - ---- - - 601CA MS TLT - - ---- - - 601CB MS TLT - - ---- - - 602 LC (M) - - ---- - - 603 LC (P) - - ---- - - 603A LC CIRC / STORAGE - - ---- - - 603AA LC TLT - - ---- - - 603AB LC TLT - - ---- - - 603AC LC TLT - - ---- - - 605 ELEC - - ---- - - 605A IDF - - ---- - - 606 MECH - - ---- - - 607 LC (I) - - ---- - - S1 MECH STAIR S-CONC - GYP / PT-1 GYP / PT-1 GYP / PT-1 GYP / PT-1 - - S2 MECH STAIR S-CONC - GYP / PT-1 GYP / PT-1 GYP / PT-1 GYP / PT-1 - - ROOM FINISH SCHEDULE WT ROOM NAME FLOOR FINISH BASE FINISH WALL FINISH CSWK HORZ CSWK VERTNORTH EAST SOUTH WEST 100 SECURITY ENTRANCE WOM-1 RB-1 --WP-2 - - - 100A LOBBY R-CONC RB-1 GYP / PT-1 -WP-2 - - - 100B HALLWAY DEN R-CONC RB-1 ---GYP / PT-1 - - 100C HALLWAY COMMONS R-CONC RB-1 GYP / PT-1 / WP-3 / AW P-3 -GYP / PT-1 - - - 100D HALLWAY GYM R-CONC RB-1 GYP / PT-1 GYP / PT-1 -GYP / PT-1 PL-1 PL-1 100E HALLWAY GYM R-CONC RB-1 GYP / PT-1 GYP / PT-1 / WP-1 GYP / PT-1 GYP / PT-1 PL-1 PL-1 100F VESTIBULE COMMONS WOM RB-1 -GYP / PT-1 -- - - 101 RECEPTION OFFICE RF-1 RB-1 GYP / PT-1 / AWP-1 GYP / PT-1 -- SS-1 SS-1 / PL-1 / AP-1 101A CONFERENCE RF-1 RB-1 GYP / PT-1 / WB-1 / AWP-1 GYP / PT-1 GYP / PT-1 - - - 101B HEALTH CLINIC RF-1 RB-1 GYP / PT-1 GYP / PT-1 GYP / PT-1 GYP / PT-1 PL-1 PL-1 101C OFFICE MGR RF-1 RB-1 GYP / PT-1 / WB-2 / TB-1 -GYP / PT-1 GYP / PT-1 - - 101D COT ROOM RF-1 RB-1 GYP / PT-1 GYP / PT-1 GYP / PT-1 GYP / PT-1 PL-1 PL-1 101DA TLT CT-1 CWB-1 CWT-1 CWT-1 GYP / PT-2 GYP / PT-2 - - 101E DEAN OF STUDENTS RF-1 RB-1 GYP / PT-1 / WB-2 / TB-1 GYP / PT-1 GYP / PT-1 GYP / PT-1 - - 101F IDF S-CONC - GYP / PT-1 GYP / PT-1 GYP / PT-1 GYP / PT-1 - - 101G ELEC S-CONC - GYP / PT-1 GYP / PT-1 GYP / PT-1 GYP / PT-1 - - 101H TLT CT-1 CWB-1 CWT-1 GYP / PT-2 GYP / PT-2 CWT-1 - - 101J TLT CT-1 CWB-1 CWT-1 CWT-1 GYP / PT-2 GYP / PT-2 - - 101K RECORD STORAGE RF-1 RB-1 GYP / PT-1 GYP / PT-1 GYP / PT-1 / WB-2 / TB-1 GYP / PT-1 - - 101L DHH OFFICE RF-1 RB-1 GYP / PT-1 GYP / PT-1 GYP / PT-1 / WB-2 / TB-1 GYP / PT-1 - - 101M WORK ROOM RF-1 RB-1 GYP / PT-1 / AWP-1 GYP / PT-1 GYP / PT-1 / WB-1 / AWP-1 - PL-1 PL-1 101MA CUST S-CONC - GYP / PT-2 GYP / PT-2 GYP / PT-2 GYP / PT-2 - - 101N DHH OFFICE RF-1 RB-1 GYP / PT-1 / WB-2 / TB-1 GYP / PT-1 GYP / PT-1 GYP / PT-1 - - 101P STAFF LOUNGE RF-1 RB-1 GYP / PT-1 GYP / PT-1 GYP / PT-1 GYP / PT-1 PL-1 PL-1 101Q DHH REC / INTERPRET RF-1 RB-1 GYP / PT-1 / WB-2 / TB-1 -GYP / PT-1 GYP / PT-1 - - 101R A.P. OFFICE RF-1 RB-1 GYP / PT-1 GYP / PT-1 GYP / PT-1 / WB-2 / TB-1 GYP / PT-1 - - 101S P. OFFICE RF-1 RB-1 GYP / PT-1 GYP / PT-1 / WB-2 GYP / PT-1 / TB-1 GYP / PT-1 - - 101T PROF. DEVELOPMENT RF-1 RB-1 GYP / PT-1 GYP / PT-1 GYP / PT-1 GYP / PT-1 - - 101U HALLWAY ADMIN RF-1 RB-1 GYP / PT-1 GYP / PT-1 GYP / PT-1 GYP / PT-1 - - 102 LEARNING SUPPORT RF-1 RB-1 GYP / PT-1 GYP / PT-1 GYP / PT-1 / AWP-3 GYP / PT-1 / WB-1 PL-1 PL-1 102A LEARNING SUPPORT RF-1 RB-1 GYP / PT-1 / AWP-1 GYP / PT-1 GYP / PT-1 / WB-1 GYP / PT-1 / WB-1 / WP-3 PL-1 PL-1 102B LEARNING SUPPORT RF-1 RB-1 GYP / PT-1 / AWP-1 GYP / PT-1 / WB-1 / WP-3 GYP / PT-1 / WB-1 GYP / PT-1 PL-1 PL-1 103 COUNSELOR RF-1 RB-1 GYP / PT-1 / WB-2 / TB-1 GYP / PT-1 GYP / PT-1 GYP / PT-1 - - 104 DEN R-CONC / AR-1 RB-1 GYP / PT-1 / AWP-3 -GYP / PT-1 GYP / PT-1 / AWP-3 PL-1 - 104A TLT CT-1 CWB-1 CWT-1 GYP / PT-2 GYP / PT-2 CWT-1 - - 105 TLT CT-1 CWB-1 CWT-1 GYP / PT-2 GYP / PT-2 / CWT-1 CWT-1 - - 106 TLT CT-1 CWB-1 CWT-1 CWT-1 GYP / PT-2 GYP / PT-2 - - 107 GYM WD-1 RB-2 GYP-AB / PT-1 / WP-1 / AWP-2 / WB-1 GYP / PT-1 GYP-AB / PT-1 / WP-1 / AWP-2 / WB-1 GYP / PT-1 / AWP-2 - - 107A PE STORAGE S-CONC RB-1 GYP / PT-1 GYP / PT-1 GYP / PT-1 GYP / PT-1 - - 107B RISERS R-CONC - ---- - - 108 SLP RF-1 RB-1 GYP / PT-1 GYP / PT-1 GYP / PT-1 GYP / PT-1 / WB-2 / TB-1 - - 109 DHH PSYCH / COUNS RF-1 RB-1 GYP / PT-1 GYP / PT-1 / WB-2 / TB-1 GYP / PT-1 GYP / PT-1 - - 110 AUDIO / DHH SLP RF-1 RB-1 GYP / PT-1 GYP / PT-1 GYP / PT-1 GYP / PT-1 /WB-2 / TB-1 - - 111 OTPT RF-1 RB-1 GYP-AB / PT-1 / AWP-1 GYP-AB / PT-1 GYP / PT-1 GYP-AB / PT-1 / WB-1 / AWP-1 PL-1 PL-1 112 GYM VESTIBULE WOM RB-1 GYP / PT-1 GYP / PT-1 GYP / PT-1 GYP / PT-1 - - 112A RAMP R-CONC RB-1 GYP / PT-1 GYP / PT-1 GYP / PT-1 GYP / PT-1 - - 113 GYM OFFICE RF-1 RB-1 GYP / PT-1 GYP / PT-1 GYP / PT-1 GYP / PT-1 - - 113A TLT CT-1 CWB-1 GYP / PT-1 CWT-1 CWT-1 GYP / PT-1 PL-1 PL-1 114 COMMUNITY STOR S-CONC RB-1 GYP / PT-1 GYP / PT-1 GYP / PT-1 GYP / PT-1 - - 115 COMMONS R-CONC / WOM RB-1 GYP / PT-1 / WP-3 / AWP-1 -GYP / PT-1 / WP-3 / AWP-1 - - - 115A SERVERY R-CONC RB-1 ---- SS-1 AP-1 116 TLT CT-1 CWB-1 CWT-1 / GYP / PT-2 CWT-1 / GYP / PT-2 CWT-1 / GYP / PT-2 CWT-1 / GYP / PT-2 - - 117 KITCHEN QT-1 QTB-1 FRP-1 / GYP / PT-2 FRP-1 / GYP / PT-2 FRP-1 / GYP / PT-2 FRP-1 / GYP / PT-2 - - 117A WALK-IN FREEZER QT-1 QTB-1 ---- - - 117B DRY STOR QT-1 QTB-1 FRP-1 / GYP / PT-1 FRP-1 / GYP / PT-1 FRP-1 / GYP / PT-1 FRP-1 / GYP / PT-1 - - 118A TLT CT-1 CWB-1 GYP / PT-2 GYP / PT-2 CWT-1 CWT-1 - - 118B TLT CT-1 CWB-1 GYP / PT-2 GYP / PT-2 CWT-1 CWT-1 - - 118C TLT CT-1 CWB-1 GYP / PT-2 GYP / PT-2 CWT-1 CWT-1 - - 120 HALLWAY MUSIC R-CONC RB-1 GYP / PT-1 GYP / PT-1 / WP-3 / AWP-1 -GYP / PT-1 / WP-3 / AWP-1 - - 121 BAND RF-1 RB-1 GYP / PT-1 / AWP-2 / AWP-3 / PD-2 GYP / PT-1 / AWP-3 GYP / PT-1 / WB-1 / AWP-2 / PD-2 / WP-3 / AWP-1 GYP / PT-1 / AWP-2 / AWP-3 / PD-2 PL-1 PL-1 121A PRACTICE RF-1 / AR-1 RB-1 GYP / PT-1 / AWP-2 GYP / PT-1 / AWP-2 GYP / PT-1 / AWP-2 GYP / PT-1 / AWP-2 - - 121B PRACTICE RF-1 / AR-1 RB-1 GYP / PT-1 / AWP-2 GYP / PT-1 / AWP-2 GYP / PT-1 / AWP-2 GYP / PT-1 / AWP-2 - - 121C PRACTICE RF-1 / AR-1 RB-1 GYP / PT-1 / AWP-2 GYP / PT-1 / AWP-2 GYP / PT-1 / AWP-2 GYP / PT-1 / AWP-2 - - 121D MUSIC OFFICE / STOR RF-1 RB-1 GYP / PT-1 GYP / PT-1 GYP / PT-1 GYP / PT-1 / AWP-1 - - 122 MUSIC RF-1 RB-1 GYP / PT-1 / AWP-2 GYP / PT-1 / DR-1 / WB-1 / AWP / AWP-1 / WP-3 GYP / PT-1 / AWP-2 GYP / PT-1 / AWP-2 PL-1 PL-1 122A MUSIC STOR RF-1 RB-1 GYP / PT-1 GYP / PT-1 GYP / PT-1 GYP / PT-1 PL-1 PL-1 123 ORCH RF-1 RB-1 GYP / PT-1 / WB-1 / AWP-2 / PD-2 / WP-3 / AWP-1 GYP / PT-1 / AWP-3 GYP / PT-1 / AWP-2 / AWP-3 / PD-2 GYP / PT-1 / AWP-2 / AWP-3 / PD-2 PL-1 PL-1 124 INST STOR R-CONC RB-1 GYP / PT-1 GYP / PT-1 GYP / PT-1 GYP / PT-1 - - 125 BOILER/MECH S-CONC - GYP / PT-1 GYP / PT-1 GYP / PT-1 GYP / PT-1 - - 125A F. RISER S-CONC - GYP / PT-1 GYP / PT-1 GYP / PT-1 GYP / PT-1 - 126 CUSTODIAL / RECIEVING S-CONC - FRP-1 / GYP / PT-2 FRP-1 / GYP / PT-2 FRP-1 / GYP / PT-2 FRP-1 / GYP / PT-2 - - 127 COMMONS STORAGE S-CONC RB-1 GYP / PT-1 GYP / PT-1 GYP / PT-1 GYP / PT-1 - - 128 ELEC S-CONC - GYP / PT-1 GYP / PT-1 GYP / PT-1 GYP / PT-1 - - 129 MECH S-CONC - GYP / PT-1 GYP / PT-1 GYP / PT-1 GYP / PT-1 - - 130 HALLWAY CUST S-CONC RB-1 GYP / PT-1 GYP / PT-1 GYP / PT-1 GYP / PT-1 - - 131 LIBRARY RF-1 / AR-1 RB-1 GYP / PT-1 / AWP-1 GYP / PT-1 / AWP-1 / WB-1 / WP-1 GYP / PT-1 GYP / PT-1 / AWP-1 PL-1 / SS-1 PL-1 / SS-1 131A SM GROUP RF-1 RB-1 -GYP / PT-1 GYP / PT-1 / WB-1 / AWP-1 GYP / PT-1 PL-1 PL-1 131B BOOK STORAGE RF-1 RB-1 GYP / PT-1 GYP / PT-1 GYP / PT-1 / AWP-1 GYP / PT-1 PL-1 PL-1 131C GREEN ROOM RF-1 RB-1 GYP / PT-1 GYP / PT-1 GYP / PT-1 GYP / PT-1 - - 132 PARENT ROOM RF-1 / AR-1 RB-1 GYP / PT-1 GYP / PT-1 GYP / PT-1 / AWP-1 GYP / PT-1 PL-1 PL-1 132A TLT CT-1 CWB-1 CWT-1 GYP / PT-2 CWT-1 CWT-1 - - 132B MIT OFFICE RF-1 RB-1 GYP / PT-1 GYP / PT-1 GYP / PT-1 GYP / PT-1 / WB-2 / TB-1 - - 133 MDF S-CONC - GYP / PT-1 GYP / PT-1 GYP / PT-1 GYP / PT-1 - - 134 LC (DHH) RF-1 RB-1 GYP / PT-1 / AWP-1 GYP / PT-1 GYP / PT-1 / AWP-3 GYP / PT-1 / AWP-1 / WB-1 / WP-3 PL-1 PL-1 134A SM GROUP RF-1 / AR-1 RB-1 GYP / PT-1 GYP / PT-1 GYP / PT-1 GYP / PT-1 / AWP-1 / WB-1 PL-1 PL-1 135 TLT CT-1 CWB-1 CWT-1 GYP / PT-2 GYP / PT-1 CWT-1 - - 136 LC (M SCI) R-CONC RB-1 GYP / PT-1 / WB-1 / WP-1 GYP / PT-1 GYP / PT-1 GYP / PT-1 / AWP-1 EPOXY PL-1 136A SCI PREP R-CONC RB-1 GYP / PT-2 GYP / PT-2 GYP / PT-2 GYP / PT-2 EPOXY PL-1 REFER TO BLDG 400 REFER TO BLDG 300 REFERENCE SYMBOLS PIPING ELEMENTS/VALVING DUCTWORK SYMBOLS NEW DUCTWORK MATCHLINE ENLARGED PLAN BORDER 18x12 EXISTING MECHANICAL WORK TO BE DEMOLISHED EXISTING MECHANICAL WORK NEW MECHANICAL WORK SECTION IDENTIFIER1 MX.X MX.X 1 DETAIL OR DRAWING IDENTIFIER 1 INDICATES REVISION & NUMBER REVISION CLOUD INDICATES WHERE SECTION APPEARS FLAG NOTE1 AHU-XXX EQUIPMENT IDENTIFIER POINT OF CONNECTION NORTH ARROW MECHANICAL ACCESS PLUMBING LINE DESIGNATION SYMBOLS PC PUMPED CONDENSATE CWS CONDENSER WATER SUPPLY LL REFRIGERANT LIQUID LINE SL REFRIGERANT SUCTION LINE DOMESTIC COLD WATER (POTABLE) DOMESTIC HOT WATER (POTABLE) DOMESTIC HOT WATER CIRCULATING (POTABLE) SANITARY SEWER ABOVEGROUND VENT PIPING G LOW PRESSURE NATURAL GAS MPG MEDIUM PRESSURE NATURAL GAS A COMPRESSED AIR NPCW NON-POTABLE COLD WATER NPHW NON-POTABLE HOT WATER NPHWC NON-POTABLE HOT WATER CIRCULATING IRR IRRIGATION SANITARY SEWER UNDERGROUND GREASE WASTE ABOVEGROUND GREASE WASTE UNDERGROUND ACID RESISTANT (CHEMICAL) WASTE ABOVEGROUND ACID RESISTANT (CHEMICAL) WASTE UNDERGROUND ACID RESISTANT (CHEMICAL) VENT PIPING AW GW GW AW AV VAC VACUUM RWL RAIN WATER LEADER ORWL OVERFLOW RAIN WATER LEADER C CONDENSATE DRAIN HVAC LINE DESIGNATION SYMBOLS CLEAR INSIDE DUCT SIZE INTERNALLY LINED DUCTWORK MANUAL VOLUME DAMPER BACKDRAFT DAMPER MOTOR OPERATED DAMPER FIRE DAMPER SMOKE DAMPER COMBINATION FIRE/SMOKE DAMPER HORIZONTAL FIRE DAMPER HORIZONTAL SMOKE DAMPER HORIZONTAL COMBINATION FIRE/SMOKE DAMPER FLEXIBLE CONNECTION UC UNDERCUT DOOR SUPPLY AIR DUCT SECTION RETURN OR OUTSIDE AIR DUCT SECTION EXHAUST AIR DUCT SECTION RECTANGULAR DUCT UP RECTANGULAR DUCT DOWN ROUND DUCT UP ROUND DUCT DOWN FLEXIBLE DUCTWORK VALVE CHECK VALVE BALANCING VALVE THREE WAY CONTROL VALVE TWO WAY CONTROL VALVE SOLENOID VALVE PRESSURE REDUCING VALVE (PRV) S TEMPERATURE/PRESSURE RELIEF VALVE RELIEF/SAFETY VALVE MANUAL AIR VALVE AAV AUTOMATIC AIR VENT (EXTEND DISCHARGE TO DRAIN) FLOW METER AUTOMATIC FLOW CONTROL VALVE DIRECTION OF FLOW STRAINER STRAINER WITH BLOW OFF VALVE UNION ANCHOR GUIDE PT/PS FS TT FLOW SWITCH TEMPERATURE TRANSMITTER PRESSURE GAUGE PRESSURE TRANSMITTER OR PRESSURE SWITCH THERMOMETER AQUASTAT GAUGE WITH GAUGE COCK & SIPHON (STEAM) GAS PRESSURE REGULATOR TEMPERATURE/PRESSURE TEST PORT BASKET STRAINER STEAM TRAP EXPANSION JOINT VACUUM BREAKERVB FLEXIBLE CONNECTORS SPRINKLER HEAD BACKFLOW PREVENTION DEVICE (REDUCED ZONE) BACKFLOW PREVENTION DEVICE (DOUBLE CHECK VALVE ASSEMBLY) WATER HAMMER ARRESTER HOSE BIBB ROOF DRAIN FLOOR DRAIN CLEANOUT (FLOOR)FCO CLEANOUTCO PIPE CONTINUES PIPE CAP VENT THRU ROOFVTR TRENCH DRAIN PIPE RISING UP PIPE DROPPING DOWN PIPE CONNECTION PIPE CONNECTION DOWN DIRECTION OF PITCH-RISE OR DROPRD BDD CONTROL SYMBOLS T S H CO2 VFD STR X XxXXø CFM CO DDC AIR DEVICE TAG SUPPLY DIFFUSER RETURN OR RELIEF GRILLE EXHAUST GRILLE SIDEWALL GRILLE (SUPPLY), LOUVER (EXHAUST OR RETURN) SIDEWALL GRILLE (RETURN OR EXHAUST), LOUVER (OUTSIDE) LINEAR GRILLE ROUND DIFFUSER ROOM TEMPERATURE SENSOR "THERMOSTAT" ROOM SENSOR ROOM HUMIDITY SENSOR ROOM CARBON MONOXIDE SENSOR ROOM CARBON DIOXIDE SENSOR VARIABLE FREQUENCY DRIVE STARTER OR STARTER/DISCONNECT DIRECT DIGITAL CONTROL PANEL DIFFUSER, REGISTER, AND GRILLE SYMBOLS CONTROL WIRINGFDDRY FIRE SPRINKLER F FIRE SPRINKLER FIRE PROTECTION LINE DESIGNATION SYMBOLS DTR DUAL TEMPERATURE HEATING AND COOLING WATER RETURN DTS DUAL TEMPERATURE HEATING AND COOLING WATER SUPPLY MU MAKEUP WATER CLEANOUT (WALL)WCO DUCT SMOKE DETECTOR WATER METER PUMP WM DP DIFFERENTIAL PRESSURE TRANSMITTER $SWITCH P ROOM PRESSURE SENSOR OS OCCUPANCY SENSOR FM GAS METERGM FLOOR SINK MECHANICAL SHEET LIST M-001 MECHANICAL LEGEND M-002 MECHANICAL ABBREVIATIONS AND GENERAL NOTES M-003 MECHANICAL SCHEDULES M-004 MECHANICAL SCHEDULES M-005 MECHANICAL SCHEDULES M-006 MECHANICAL SCHEDULES M-007 MECHANICAL SCHEDULES M-101 MECHANICAL SITE PLAN M-121 FOUNDATION PLUMBING PLAN - ZONE A M-122 FOUNDATION PLUMBING PLAN - ZONE B M-123 FOUNDATION PLUMBING PLAN - ZONE C M-124 FOUNDATION PLUMBING PLAN - ZONE D M-221 FIRST FLOOR PLUMBING PLAN - ZONE A M-222 FIRST FLOOR PLUMBING PLAN - ZONE B M-223 FIRST FLOOR PLUMBING PLAN - ZONE C M-224 FIRST FLOOR PLUMBING PLAN - ZONE D M-231 MECHANICAL LEVEL PLUMBING PLAN M-311 FIRST FLOOR OVERALL HVAC FLOOR PLAN M-321 FIRST FLOOR HVAC PLAN - ZONE A M-322 FIRST FLOOR HVAC PLAN - ZONE B M-323 FIRST FLOOR HVAC PLAN - ZONE C M-324 FIRST FLOOR HVAC PLAN - ZONE D M-331 MECHANICAL LEVEL HVAC PLAN M-421 FIRST FLOOR HVAC PIPING PLAN - ZONE A M-422 FIRST FLOOR HVAC PIPING PLAN - ZONE B M-423 FIRST FLOOR HVAC PIPING PLAN - ZONE C M-424 FIRST FLOOR HVAC PIPING PLAN - ZONE D M-431 MECHANICAL LEVEL HVAC PIPING PLAN M-501 ENLARGED MECHANICAL PLAN - BOILER ROOM M-502 ENLARGED MECHANICAL PLAN - KITCHEN M-503 ENLARGED PLUMBING PLAN - ACTIVITIES RESTROOM M-504 MECHANICAL SECTIONS M-505 MECHANICAL SECTIONS M-601 MECHANICAL ROOF PLAN M-701 FIRST FLOOR FIRE SPRINKLER PLAN M-702 MECHANICAL LEVEL FIRE SPRINKLER PLAN M-801 HYDRONIC WATER PIPING RISER DIAGRAM M-802 GAS RISER DIAGRAM M-901 MECHANICAL DETAILS M-902 MECHANICAL DETAILS M-903 MECHANICAL DETAILS M-904 MECHANICAL DETAILS 725 POWELL AVE SW SUITE 100 RENTON, WA 98057 425-336-2822 www.metrixeng.com 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION ZONE KEYPLAN 1/ 6 / 2 0 1 7 1 1 : 4 1 : 0 5 A M C: \ U s e r s \ o l s m a c k \ D o c u m e n t s \ _ R e v i t F i le s \ 1 6 M A D M e c h C e n t r a l _ E r i k O . r v t MADRONA SCHOOL (ESD) 9300 236TH ST. SW, EDMONDS, WA 98020 EDMONDS SCHOOL DISTRICT 2015913.00 BB EO BUILDING PERMIT 09 JANUARY 2017 MECHANICAL LEGEND M-001 DNDN DNDN H1E1 D D T T T T T T T T T T TT T T T T T T TT T T T T T T T TT T T T T T T T T T T TT TT TT TT T T TT T T TTTT T TT T T TT T T T TCO2 TT T T LC (I) 407 LC (P) 603 LC (P) 301 LC (K) 203 LC (K) 208 LC (P) 403 LC (I) 305 LC (I) 607 LC (I) 505 LC (P) 501 MECH 504 MECH 606 MECH 206 KITCHEN 117 MECH 304 MECH 406 IDF 405A ELEC 405 ELEC 205 IDF 205A LIBRARY 131 CUSTODIAL / RECIEVING 126 BOILER/MECH 125 LC (DHH) 401 LC (DHH) 402 GYM 107 RISERS 107D MUSIC 122 ORCH 123 BAND 121 PRACTICE 124C PRACTICE 121B PRACTICE 121A MUSIC OFFICE / STOR 124D SERVERY 115A COMMONS 115 STAFF LOUNGE 101P PR O F . DE V E L O P M E N T 10 1 T WO R K RO O M 10 1 M P. O F F I C E 10 1 S A. P . O F F I C E 10 1 R DE A N O F ST U D E N T S 10 1 E COT ROOM 101D HE A L T H CL I N I C 10 1 B DH H R E C / IN T E R P R E T 10 1 Q RECEPTION OFFICE 101 HALLWAY GYM 100E HALLWAY GYM 100D DRY STOR 117B DH H O F F I C E 10 1 N DH H O F F I C E 10 1 L MECH STAIR S2 TLT 101DA OF F I C E MG R 10 1 C SCI PREP 136A IDF 303A ELEC 303 LC C I R C / ST O R A G E 30 1 A IDF 503A ELEC 503 TLT 101H TLT 101J LOBBY 100A HALLWAY ADMIN 101U HALLWAY LIBRARY 140 F. RISER 125A DEN 104 LEARNING SUPPORT 102 LC (DHH) 134 SM GROUP 134A TLT 104A TLT 106 COUNSELOR 103 HALLWAY DEN 100B CO N F E R E N C E 10 1 A IDF 101F CUST 101MA HA L L W A Y CO M M O N S 10 0 C HALLWAY MUSIC 120 LC CIRC 401C LC CIRC 601C LC CIRC 201C LC (M) 201 LC (M) 602 SECURITY ENTRANCE 100 LC C I R C / ST O R A G E 50 1 A OFFICE/ WORKROOM ELEC 128 SM GROUP 201A SM GROUP 201B LC (M) 202 SM GROUP 401B SM GROUP 401A SM GROUP 601B SM GROUP 601A LC (M) 601 SM GROUPSM GROUP SM GROUP SM GROUP SM GROUP SM GROUPSM GROUP SM GROUP SM GROUP SM GROUP SM GROUPSM GROUP SM GROUP SM GROUP SM GROUPSM GROUP LC (K) 207 LC (DHH PK/K) 204 IDF 605A ELEC 605LC C I R C / ST O R A G E 60 3 A SLP 108 OTPT 111 AUDIO / DHH SLP 110 DHH PSYCH / COUNS 109 ELEC 133A SM GROUP 207B SM GROUP 207A SM GROUP 203B SM GROUP 203A PE STORAGE 107B VESTIBULE COMMONS 100F LEARNING SUPPORT 102B BOOK STORAGE 131B MDF 133B ELEC 101G RE C O R D ST O R A G E 10 1 K TLT 105 GREEN ROOM 131C MECH 129 PA R E N T RO O M 13 2 LC CIRC / STORAGE 203D LC C I R C / ST O R A G E 40 3 A LC CIRC 205 K TLT 203C MIT OFFICE 132B TLT 132A LEARNING SUPPORT 102A KILN COMMONS STORAGE 127 GYM OFFICE 113 TLT 113A COMMUNITY STOR 114 TLT 135 LC (M SCI) 136 INST STOR 124 HALLWAY MUSIC 134LL AHU-03 1 1.1 2 2.3 4 6 83 5 7 119 1413 10 12 A D E F H L K G F.8 C.2 J B C A.3 D.5 725 POWELL AVE SW SUITE 100 RENTON, WA 98057 425-336-2822 www.metrixeng.com NORTH 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION ZONE KEYPLAN B C1 C2 D1 D2 D3 A 1/ 6 / 2 0 1 7 1 1 : 4 1 : 3 3 A M C: \ U s e r s \ o l s m a c k \ D o c u m e n t s \ _ R e v i t F i le s \ 1 6 M A D M e c h C e n t r a l _ E r i k O . r v t MADRONA SCHOOL (ESD) 9300 236TH ST. SW, EDMONDS, WA 98020 EDMONDS SCHOOL DISTRICT 2015913.00 BB EO BUILDING PERMIT 09 JANUARY 2017 FIRST FLOOR OVERALL HVAC FLOOR PLAN M-311 DNDN CO2 T T T T T T T T T T T T T T T T T T T T T T T T T T T CO2 T GYM 107 RISERS 107D MUSIC 122 STAFF LOUNGE 101P PR O F . DE V E L O P M E N T 10 1 T WO R K RO O M 10 1 M P. O F F I C E 10 1 S A. P . O F F I C E 10 1 R DE A N O F ST U D E N T S 10 1 E COT ROOM 101D HE A L T H CL I N I C 10 1 B DH H R E C / IN T E R P R E T 10 1 Q RECEPTION OFFICE 101 HALLWAY GYM 100E HALLWAY GYM 100D DH H O F F I C E 10 1 N DH H O F F I C E 10 1 L TLT 101DA OF F I C E MG R 10 1 C TLT 101H TLT 101J LOBBY 100A HALLWAY ADMIN 101U DEN 104 LEARNING SUPPORT 102 TLT 104A TLT 106 COUNSELOR 103 HALLWAY DEN 100B CO N F E R E N C E 10 1 A IDF 101F CUST 101MA HA L L W A Y CO M M O N S 10 0 C SECURITY ENTRANCE 100 SLP 108 OTPT 111 AUDIO / DHH SLP 110 DHH PSYCH / COUNS 109 PE STORAGE 107B VESTIBULE COMMONS 100F LEARNING SUPPORT 102B ELEC 101G RE C O R D ST O R A G E 10 1 K TLT 105 LEARNING SUPPORT 102A HALLWAY MUSIC 134LL L 8150 3 M-504 H 48"x60" 5800 (12" A.F.F.) UH-13 UH-15 1 1.1 2 2.3 3 K G F.8 D.5 SAC-07 SEE SHEET M-331 FOR MECH LEVEL PLAN 60"x20" 26"x14" 56 " x 2 4 " /1 M-322 UH-12 UH-14 VAV-165 VAV-164 VAV-147 VAV-146 VAV-163 VAV-162 H 48"x60" 5800 (18" A.F.F.) 24"x48" SEE SHEET M-331 FOR MECH LEVEL PLAN 1 M-505 VAV-167 12"x10" A 8"ø 210 (TYP 2) VAV-166 E 12"x12" 150 E 12"x12" 150 E 12"x12" 150 32"x16" 22 " x 1 4 " 14 " x 1 0 " 22"x14" 12"x8" 14"x14" VAV-152VAV-160 VAV-159 $1 2 36"x42" (TYP 4) A 12"ø 360 E 24"x12" 360 10"x10" A 12"ø 365 (TYP 2) E 24"x24" 730 16"x12" 14"x14" 20"x12"20"x20" 14"x14" A 12"ø 325 (TYP 2) 18 " x 1 4 " E 24"x24" 650 A 12"ø 355 E 24"x12" 355 E 24"x12" 320 A 10"ø 320 14"x14"E 24"x12" 235 A 10"ø 235 VAV-158 14"x12" (TYP 2) (TYP 2) 20"x18"30"x20" E 24"x12" 350 A 12"ø 350 (TYP 2) (TYP 2) VAV-157 14"x14" E 24"x12" 310 A 10"ø 310 VAV-156 12"x10" E 24"x12" 200 A 10"ø 310 (TYP 2) 22"x12" 42"x20" 10"x10" 12"x12" E 24"x12" 300 12"x12" 8"x8" A 10"ø 300 VAV-161 42"x20" E 24"x12" 200 8"x8" 20"x14" EXH UP TO EF-11R18"x12" 200 16"x12" 16"x12" E 12"x12" 150 E 12"x12" 150 10"x10" E 24"x12" 300 10"x10" A 10"ø 300 VAV-155 12"x10" E 24"x12" 200 8"x8" E 12"x12" 150 E 24"x12" 200 A 10"ø 300 VAV-154 12"x10" E 24"x12" 300 10"x10" 10"x18" UP U 32"ø 5700T32"ø 5700 E 24"x12" 360 18 " x 1 0 " A 12"ø 360 14"x14" VAV-153 K 10"ø 225 (TYP 2) (TYP 4) 8"x8" 10"x10" EXH UP TO EF-12 10"x10" E 24"x12" 330 A 12"ø 330 A 12"ø 350 (TYP 4) VAV-151 VAV-150 A 8"ø 165 E 24"x12" 165 VAV-148 VAV-149 A 12"ø 315 E 24"x24" 1260 E 24"x24" 700 (TYP 2) 16"x12" (TYP 2) A 8"ø 155 E 24"x12" 410 8"x8" 12"x12" 16"x12"22"x14" 30"x16" 12"x10" A 8"ø 150 K 10"ø 190 (TYP 12) 26"x14" E 24"x24" 950 E 24"x12" 150 8"x8" 12"x8" A 8"ø 145 E 24"x12" 145 8"x8" 8"x8" A 8"ø 135 12"x8" E 24"x12" 135 E 24"x12" 410 56"x24" 48"x18" E 24"x24" 590 12"x12" UP 32"ø 32"ø 3 3 SHEET NOTES 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 GC. 7. PRIMARY AIR DUCT SIZE TO EACH SINGLE-DUCT AIR TERMINAL UNIT SHALL BE PER VAV 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 1 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. 2 3 725 POWELL AVE SW SUITE 100 RENTON, WA 98057 425-336-2822 www.metrixeng.com NORTH 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION ZONE KEYPLAN B C1 C2 D1 D2 D3 A 1/ 6 / 2 0 1 7 1 1 : 4 1 : 4 4 A M C: \ U s e r s \ o l s m a c k \ D o c u m e n t s \ _ R e v i t F i le s \ 1 6 M A D M e c h C e n t r a l _ E r i k O . r v t MADRONA SCHOOL (ESD) 9300 236TH ST. SW, EDMONDS, WA 98020 EDMONDS SCHOOL DISTRICT 2015913.00 BB EO BUILDING PERMIT 09 JANUARY 2017 FIRST FLOOR HVAC PLAN - ZONE A M-321SCALE: 1/8" = 1'-0"M-321 1 FIRST FLOOR HVAC PLAN - ZONE A H1E1 D D T T T T T T T T T T T T T T T T T T T T T TT T KITCHEN 117 LIBRARY 131 CUSTODIAL / RECIEVING 126 BOILER/MECH 125 RISERS 107D MUSIC 122 ORCH 123 BAND 121 PRACTICE 124C PRACTICE 121B PRACTICE 121A MUSIC OFFICE / STOR 124D SERVERY 115A COMMONS 115 DRY STOR 117B MECH STAIR S2 SCI PREP 136A HALLWAY LIBRARY 140 F. RISER 125A LC (DHH) 134 SM GROUP 134A HALLWAY MUSIC 120 OFFICE/ WORKROOM ELEC 128 ELEC 133A PE STORAGE 107B VESTIBULE COMMONS 100F BOOK STORAGE 131B MDF 133B GREEN ROOM 131C MECH 129 PA R E N T RO O M 13 2 MIT OFFICE 132B TLT 132AKILN COMMONS STORAGE 127 GYM OFFICE 113 TLT 113A COMMUNITY STOR 114 TLT 135 LC (M SCI) 136 INST STOR 124 HALLWAY MUSIC 134LL L 8150 3 M-504 L 1000 EF-07 L 300 EF-03 UH-02 E 24"x24" 1500 H 48"x60" 5800 (12" A.F.F.) H 24"x36" 1500 UH-06 HRU-01 1 1.1 2 2.3 43 A D C.2 B C A.3 D.5 16x16 UP TO EF-01 ON ROOF SEE SHEET M-331 FOR MECH LEVEL PLAN 60"x20" 26"x14" 22"x14" 22"x14" 22 " x 1 4 " 22 " x 1 4 " 22 " x 1 4 " 22 " x 1 4 " 34"x16"VAV-106 VAV-107 SEE SHEET M-501 FOR ENLARGED BOILER ROOM PLAN SAC-01 H 24"x36" 1500 / 1 M-323 /1 M-321 E 12"x12" 150 VAV-104 VAV-105 VAV-103 VAV-101 E 24"x24" 1000 E 24"x24" 130 VAV-108 UH-03 UH-04 VAV-102 UH-12 E 24"x24" 750 (TYP 2) 36"x24" C 10"ø 175 C 10"ø 225 (TYP 6) (TYP 2) A 8"ø 200 E 24"x12" 200 A 8"ø 150 E 24"x12" 200 UH-05 48"x42" UP TO ROOF HOOD RFH-09 48"x42" UP TO ROOF HOOD RFH-10 UP TO ROOF HOOD RFH-11 L 1000 EF-10 FCU-03 $ 1 1 2 3 3 54"x48" 54"x48" UP TO ROOF HOOD RFH-12 E 24"x24" 1200 12"x12" EXH UP TO EF-05 12"ø EXH UP TO EF-06 24"x12" L 150 WALL CAP 70"x16"50"x16" 60"x16"48"x16" 48"x18" 12"x12" E 24"x12" 200 A 10"ø 200 12"x12" 16"x16" E 12"x12" 150 8"x8" 20"x14" A 10"ø 200 A 10"ø 200 42"x20"24"x14" 26 " x 2 0 " C 10"ø 250 E 24"x12" 140 E 24"x12" 200 12"x12" 8"x8" F 24"x6" 140 12"x4" 12"x10" B 36"x48" 480 14"x12" B 72"x48" 1000 20"x14"E 24"x12" 105 F 24"x6" 105 12"x8" 4"x12" 18"x16" 16 " x 1 2 " 12"x8" 12"x4" F 24"x6" 100 (TYP 2) 12"x12" B 90"x48" 1165 20 " x 1 8 " E 24"x24" 1165 8"x8" E 24"x12" 140 12"x8" F 24"x6" 140 12"x4" 24 " x 1 8 " E 24"x24" 1155 E 24"x24" 1160 20"x14" 20"x14" 20"x14" 24"x12"24"x12" F 24"x6" 100 12"x8" E 24"x12" 100 VAV-109 8"x8" B 180"x18" 885 24"x12"B 288"x18" 1430 12"x12" E 12"x12" 150 8"x8" E 24"x12" 200 (TYP 6) 16"x12" 14 " x 1 2 " C 12"ø 360 H 36"x48" 1800 26"x14" E 24"x24" 900 (TYP 5) 36"x24" UP TO ROOF HOOD RFH-02 UP TO ROOF HOOD RFH-04 E 24"x12" (TYP 2) E 24"x12" 150 E 24"x24" 750 20"x14" (TYP 2) 36"x24" UP TO ROOF HOOD RFH-03 E 24"x12" (TYP 2) A 8"ø 100 E 24"x12" 100 C 10"ø 225 (TYP 2) C 10"ø 175 (TYP 6) 16"x16" A 10"ø 350 6"ø R 18"x12" 350 E 12"x12" 150 (TYP 3) E 24"x24" 590 12"x12" E 24"x24" 590 12"x12" 12"x12" UP 24"x12" K 10"ø 180 (TYP 24) 18 " x 1 2 " 22"x14" 22"x14" 32"ø 32"ø 3 3 SHEET NOTES 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 GC. 7. PRIMARY AIR DUCT SIZE TO EACH SINGLE-DUCT AIR TERMINAL UNIT SHALL BE PER VAV 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 1 MOTORIZED DAMPER TO CLOSE DURING MORNING WARM-UP. 230900 SHALL PROVIDE ZONE FLUSH OUT MUSHROOM TYPE PURGE SWITCH. LOCATE PER ARCHITECT. PROVIDE CONNECTIONS TO TYPE II KITCHEN HOOD AND DISHWASHER EXHAUST SUPPLIED BY OTHERS. SEE FOOD SERVICE DRAWINGS FOR ADDITIONAL INFORMATION. SS WELDED DISHWASHER EXHAUST DUCT SLOPED MIN 2% TOWARD HOOD. 2 3 4 725 POWELL AVE SW SUITE 100 RENTON, WA 98057 425-336-2822 www.metrixeng.com NORTH 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION ZONE KEYPLAN B C1 C2 D1 D2 D3 A 1/ 6 / 2 0 1 7 1 1 : 4 1 : 5 4 A M C: \ U s e r s \ o l s m a c k \ D o c u m e n t s \ _ R e v i t F i le s \ 1 6 M A D M e c h C e n t r a l _ E r i k O . r v t MADRONA SCHOOL (ESD) 9300 236TH ST. SW, EDMONDS, WA 98020 EDMONDS SCHOOL DISTRICT 2015913.00 BB EO BUILDING PERMIT 09 JANUARY 2017 FIRST FLOOR HVAC PLAN - ZONE B M-322 SCALE: 1/8" = 1'-0"M-322 1 FIRST FLOOR HVAC PLAN - ZONE B T T TT T T T T T T T T T T LC (P) 301 LC (I) 305 LC (I) 505 LC (P) 501 MECH 504MECH 304 IDF 303A ELEC 303 LC C I R C / ST O R A G E 30 1 A IDF 503A ELEC 503 LC C I R C / ST O R A G E 50 1 A SM GROUP SM GROUP SM GROUPSM GROUP SM GROUP SM GROUP SM GROUPSM GROUP 6 8 10 12 A D B C / 1 M-322 /1 M-324 SAC-02A SAC-02B SAC-03A SAC-03B L 106"x30" 4420 UH-08 40"x30" HRU-03 70"x16" H 80"x40" 4420H80"x40" 4420 70"x16" HRU-02 40"x30" UH-07 L 106"x30" 4420 30"x12" R 30"x12" 1105 VAV-117 B 48"x48" 735 30"x12" 36"x12" 26"x12" B 96"x12" 370 R 30"x12" 1105 30"x12" 24"x16" VAV-116 B 48"x48" 735 30"x12" 36"x12" 26"x12" 30"x14" 50"x20" E 24"x12" (TYP 2) 12"x12" E 12"x12" 150 E 12"x12" 100 E 12"x12" 150 10"x10" 8"x8" 26"x12" 36"x12"B 96"x12" 370B96"x12" 370 30"x12" B 48"x48" 735 VAV-115 26 " x 1 4 " 26 " x 1 4 " 24"x16"24"x16" R 30"x12" 1105 30"x12" 36"x12" 30"x12" B 48"x48" 735 VAV-114 B 96"x12" 370 R 30"x12" 1105 30"x12"30"x12" 1 1 12"x12" EXH UP TO EF-14 26"x12"26"x12" 36"x12" 30"x12" B 48"x48" 735 VAV-111 R 30"x12" 1105 30"x12" R 30"x12" 1105 VAV-110 50"x20" 30"x14" 26"x12" 36"x12" 30"x12" B 48"x48" 735 VAV-113 30"x12" R 30"x12" 1105 30"x12" R 30"x12" 1105 VAV-112 B 48"x48" 735 30"x12" 36"x12" 26"x12" E 12"x12" 150 E 12"x12" 100 E 12"x12" 150 26"x12" 36"x12" 12"x12" EXH UP TO EF-13 30"x12" SHEET NOTES 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 GC. 7. PRIMARY AIR DUCT SIZE TO EACH SINGLE-DUCT AIR TERMINAL UNIT SHALL BE PER VAV 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 1 MOTORIZED DAMPER TO CLOSE DURING MORNING WARM- UP. 725 POWELL AVE SW SUITE 100 RENTON, WA 98057 425-336-2822 www.metrixeng.com NORTH 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION ZONE KEYPLAN B C1 C2 D1 D2 D3 A 1/ 6 / 2 0 1 7 1 1 : 4 1 : 5 9 A M C: \ U s e r s \ o l s m a c k \ D o c u m e n t s \ _ R e v i t F i le s \ 1 6 M A D M e c h C e n t r a l _ E r i k O . r v t MADRONA SCHOOL (ESD) 9300 236TH ST. SW, EDMONDS, WA 98020 EDMONDS SCHOOL DISTRICT 2015913.00 BB EO BUILDING PERMIT 09 JANUARY 2017 FIRST FLOOR HVAC PLAN - ZONE C M-323SCALE: 1/8" = 1'-0"M-323 1 FIRST FLOOR HVAC PLAN - ZONE C T T T T T T T TT T T TT T T T T T TT T TT T T TTTT T TT T T T T LC (I) 407 LC (P) 603 LC (K) 203 LC (K) 208 LC (P) 403 LC (I) 607 MECH 606 MECH 206 MECH 406 IDF 405A ELEC 405 ELEC 205 IDF 205A LC (DHH) 401 LC (DHH) 402 LC CIRC 401C LC CIRC 601C LC CIRC 201C LC (M) 201 LC (M) 602 SM GROUP 201A SM GROUP 201B LC (M) 202 SM GROUP 401B SM GROUP 401A SM GROUP 601B SM GROUP 601A LC (M) 601 SM GROUPSM GROUP SM GROUP SM GROUP SM GROUP SM GROUPSM GROUP SM GROUP LC (K) 207 LC (DHH PK/K) 204 IDF 605A ELEC 605 LC C I R C / ST O R A G E 60 3 A SM GROUP 207B SM GROUP 207A SM GROUP 203B SM GROUP 203A LC CIRC / STORAGE 203D LC C I R C / ST O R A G E 40 3 A LC CIRC 205 K TLT 203C 1 M-504 2 M-504 B 96"x12" 370 VAV-140 VAV-141 SAC-06A UH-11 H 80"x40" 6640 6 8 5 7 119 1413 10 12 E F H L J 40 " x 1 6 " E 24"x12" 105 E 24"x12" 105 SAC-04A / 1 M-321 /1 M-323 B 96"x12" 370 B 48"x48" 735 B 48"x48" 735 26"x14" 30"x12" 26"x12" 36"x12" VAV-145 VAV-144 30"x12" 36"x12" 26"x12" 8"x8" 10"x10" L 106"x30" 6640 40"x30" 30"x14" R 30"x12" 1105 30"x12" 26 " x 1 4 " R 30"x12" 1105 30"x12" E 24"x12" 12"x12" (TYP 2) E 24"x12" 30"x20" 26 " x 1 4 " VAV-142 VAV-143 SAC-06B HRU-06 70"x16"E 12"x12" 150 8"x8" E 12"x12" 100 E 12"x12" 150 50"x20" 24 " x 1 6 " 24 " x 1 6 " VAV-138 36"x12" R 18"x12" VAV-139 R 30"x12" 1105 R 30"x12" 1105 R 30"x12" 1005 R 30"x12" 100510"x10" E 12"x12" 150 E 12"x12" 100 8"x8" F 24"x6" 105F24"x6" 105 SAC-04B SAC-05A SAC-05B H 80"x40" 6640 70"x16" HRU-05 40"x30" UH-10 L 106"x30" 6640 UH-09 HRU-04 L 106"x30" 6050 H 80"x40" 6050 VAV-132 VAV-133 VAV-126 VAV-128VAV-129 VAV-122 VAV-123 VAV-124 VAV-119 VAV-118 VAV-125 VAV-120 VAV-121 12"x12" EXH UP TO EF-16 12"x12" EXH UP TO EF-17 30"x12" 26"x14" R 30"x12" 1105 50"x20" 30"x14" 26"x12" 36"x12" 30"x12" B 48"x48" 735 VAV-137 B 96"x12" 370 R 30"x12" 1105 30"x12" VAV-136 B 48"x48" 735 30"x12" 26"x12" 36"x12" E 12"x12" 150 E 12"x12" 100 E 12"x12" 150 40 " x 1 6 " VAV-135 B 96"x12" 370 30"x20" 26 " x 1 4 " 26"x12" 36"x12" 30"x12" 26"x12" 36"x12" 30"x12" 30"x12" 2 2 2 2 30"x12" B 288"x12" 1005 B 288"x12" 1005 30"x12" 30"x12" 10"x10" 12"x8" 12"x8" R 30"x12" 1105 30"x12" 24 " x 1 6 " B 288"x12" 1005 36"x12" VAV-131 R 18"x12" E 24"x12" R 30"x12" 1005 10"x10" 30"x12" B 288"x12" 1005 E 12"x12" 150 E 12"x12" 100 VAV-130 R 30"x12" 1005 30"x12" 10"x10" F 24"x6" 105E24"x12" 105 F 24"x6" 105 E 24"x12" 105 12"x8" 12"x8" 30"x12" R 30"x12" 1105 VAV-134 12"x12" E 24"x12" (TYP 2) 10"x10" 8"x8" VAV-127 26 " x 1 4 " E 24"x24" 1000 B 192"x12" 1000 30"x14" 50"x20" 36"x12" 26"x14" F 24"x6" 105 F 24"x6" 105 E 24"x12" 105 E 24"x12" 105 12"x8" 12"x8" 10"x10" E 12"x12" 150 E 12"x12" 100 E 12"x12" 150 12"x12" E 24"x12" (TYP 2) 10"x10" 8"x8" 30"x20" 26 " x 1 4 " VAV-126 E 24"x24" 1000 36"x12" B 192"x12" 1000 B 192"x12" 1000B192"x12" 1000 36"x12"36"x12"1 E 12"x12" 150 40"x16" 24 " x 1 6 " 24 " x 1 6 " B 288"x12" 1005 E 12"x12" 150 E 12"x12" 100 1 1 1 1 R 30"x12" 1000 30"x12" R 30"x12" 1000 30"x12" E 24"x12" 105 F 24"x6" 105 F 24"x6" 105 E 24"x12" 105 R 18"x12" 1105 E 24"x12" 500 R 30"x12" 1005 30"x12" R 30"x12" 1005 30"x12" E 24"x12" 105 F 24"x6" 105 E 24"x12" 105 F 24"x6" 105 10"x10" 12"x12" EXH UP TO EF-15 26"x12" B 96"x12" 370 36"x12" 30"x12" B 48"x48" 735 B 48"x48" 735 26"x12"B 96"x12" 370 B 96"x12" 370 36"x12" 30"x12" B 48"x48" 735 B 48"x48" 735 2 222 2 2 2 2 2 2 2 2 1 SHEET NOTES 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 GC. 7. PRIMARY AIR DUCT SIZE TO EACH SINGLE-DUCT AIR TERMINAL UNIT SHALL BE PER VAV 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 1 MOTORIZED DAMPER TO CLOSE DURING MORNING WARM- UP. LOCATE RETURN AIR GRILLE FLUSH WITHIN SKYLIGHT WELL. COORDINATE WITH ARCHITECT FOR FINAL LOCATION. 2 725 POWELL AVE SW SUITE 100 RENTON, WA 98057 425-336-2822 www.metrixeng.com NORTH 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION ZONE KEYPLAN B C1 C2 D1 D2 D3 A 1/ 6 / 2 0 1 7 1 1 : 4 2 : 0 6 A M C: \ U s e r s \ o l s m a c k \ D o c u m e n t s \ _ R e v i t F i le s \ 1 6 M A D M e c h C e n t r a l _ E r i k O . r v t MADRONA SCHOOL (ESD) 9300 236TH ST. SW, EDMONDS, WA 98020 EDMONDS SCHOOL DISTRICT 2015913.00 BB EO BUILDING PERMIT 09 JANUARY 2017 FIRST FLOOR HVAC PLAN - ZONE D M-324 SCALE: 1/8" = 1'-0"M-324 1 FIRST FLOOR HVAC PLAN - ZONE D DN OPEN TO GYM BELOW 3 M-504 30 " x 2 0 " 36 " x 1 4 " 14"x12"14"x22" 22"x14" 26"x14" 12"x12" 8"x8" 66"x24" H 48"x60" 5800 AHU-07 AHU-05 AHU-06 AHU-08 AHU-01 16"x12" 14"x12" FCU-01 22"x14" AHU-02 22"x14" 22"x14"FCU-02 22"x14" AHU-03 22"x14" 60"x20" 2 G C.2 AHU-04 EF-04 8"x8" 8"x8" 46 " x 2 4 " L 126"x48" 11010 L 90"x60" 11010 66"x24" 30"x56" L 154"x60" 19100 16"x16" UP TO ROOF HOOD RFH-01 56"x34" 32"ø (TYP 2) 56"x34" 48"x48" 90"x60" 126"x48" 16"x12" 16"x12" 22"x14" UP TO ROOF HOOD RFH-01 CC-01 SHEET NOTES 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 GC. 7. PRIMARY AIR DUCT SIZE TO EACH SINGLE-DUCT AIR TERMINAL UNIT SHALL BE PER VAV 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. 725 POWELL AVE SW SUITE 100 RENTON, WA 98057 425-336-2822 www.metrixeng.com NORTH 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION ZONE KEYPLAN 1/ 6 / 2 0 1 7 1 1 : 4 2 : 1 1 A M C: \ U s e r s \ o l s m a c k \ D o c u m e n t s \ _ R e v i t F i le s \ 1 6 M A D M e c h C e n t r a l _ E r i k O . r v t MADRONA SCHOOL (ESD) 9300 236TH ST. SW, EDMONDS, WA 98020 EDMONDS SCHOOL DISTRICT 2015913.00 Checker Author BUILDING PERMIT 09 JANUARY 2017 MECHANICAL LEVEL HVAC PLAN M-331 SCALE: 1/8" = 1'-0"M-331 1 MECHANICAL LEVEL HVAC PLAN LEVEL 01.2 100' - 0" TOP PLATE 110' - 0" LEVEL 01 98' - 0" 2 M-504 141312 HRU-06 L 6640 LEVEL 01.2 100' - 0" TOP PLATE 110' - 0" LEVEL 01 98' - 0" 1 M-504 E F H LJ SCU-06 EF-17 HRU-06 LEVEL 01.2 100' - 0" GYM ROOF 130' - 0" TOP PLATE 110' - 0" LEVEL 01 98' - 0" LEVEL 02 109' - 6" GYM CLERESTORY 118' - 0" KGC.2A.3 AHU-03 AHU-05 AHU-06 AHU-07 AHU-08 RFH-01 EF-02 725 POWELL AVE SW SUITE 100 RENTON, WA 98057 425-336-2822 www.metrixeng.com NORTH 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION ZONE KEYPLAN 1/ 6 / 2 0 1 7 1 1 : 4 2 : 1 7 A M C: \ U s e r s \ o l s m a c k \ D o c u m e n t s \ _ R e v i t F i le s \ 1 6 M A D M e c h C e n t r a l _ E r i k O . r v t MADRONA SCHOOL (ESD) 9300 236TH ST. SW, EDMONDS, WA 98020 EDMONDS SCHOOL DISTRICT 2015913.00 BB EO BUILDING PERMIT 09 JANUARY 2017 MECHANICAL SECTIONS M-504 SCALE: 1/8" = 1'-0"M-504 1 TYP CLASSROOM MECH ROOM SECTION - LOOKING EAST SCALE: 1/8" = 1'-0"M-504 2 TYP CLASSROOM MECH ROOM SECTION - LOOKING SOUTH SCALE: 1/8" = 1'-0"M-504 3 MECH LEVEL SECTION - LOOKING SOUTH LEVEL 01.2 100' - 0" TOP PLATE 110' - 0" LEVEL 01 98' - 0" LEVEL 02 109' - 6" GYM CLERESTORY 118' - 0" 3 M-50411.1 2 LEVEL 01.2 100' - 0" GYM ROOF 130' - 0" TOP PLATE 110' - 0" LEVEL 01 98' - 0" LEVEL 02 109' - 6" GYM CLERESTORY 118' - 0" DKGF.8 C.2 A.3D.5 1 M-505 725 POWELL AVE SW SUITE 100 RENTON, WA 98057 425-336-2822 www.metrixeng.com NORTH 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION ZONE KEYPLAN 1/ 6 / 2 0 1 7 1 1 : 4 2 : 2 3 A M C: \ U s e r s \ o l s m a c k \ D o c u m e n t s \ _ R e v i t F i le s \ 1 6 M A D M e c h C e n t r a l _ E r i k O . r v t MADRONA SCHOOL (ESD) 9300 236TH ST. SW, EDMONDS, WA 98020 EDMONDS SCHOOL DISTRICT 2015913.00 Checker Author BUILDING PERMIT 09 JANUARY 2017 MECHANICAL SECTIONS M-505 SCALE: 1/8" = 1'-0"M-505 1 GYM SECTION - LOOKING EAST SCALE: 1/8" = 1'-0"M-505 2 HALLWAY COMMONS - LOOKING NORTH OS PC OS OS OS OS OS OS OS OS OS OS OS OS D OS PC OS OS OS OS OS OS OS CTL CTL D D D D OS CTL OS OS OS D D D OS PC CTL D OS OS OS D D OS OS D CTL CTL D OS OS CTLCTL OS D OS OS OS OS CTL OSOS D OS D OS O S OS D D OS CTL PC D OS CTL OS CTL OS CTLD D OS DD D OS CTL OS OS CTL OS CTL OSD OS D CTL OS CTL D CTL D OS PC PC OS CTL PC CTL CTL D CTLCTL CTL OS OS D CTL D D OS OS OS HALLWAY GYM 100D GYM 107 2 2 3 3 E E F F H H L L KK GG F.8 J J RISERS 107D RECEPTION OFFICE 101 COT ROOM 101D STAFF LOUNGE 101P PROF. DEVELOPMENT 101T WORK ROOM 101M HEALTH CLINIC 101B LEARNING SUPPORT 102 P. OFFICE 101S A.P. OFFICE 101R OFFICE MGR 101C CONFERENCE 101A DEAN OF STUDENTS 101E LOBBY 100A TLT 101DA HALLWAY ADMIN 101U TLT 101H CUST 101MA DHH REC / INTERPRET 101Q DH H O F F I C E 10 1 L DH H O F F I C E 10 1 N HALLWAY GYM 100E HALLWAY COMMONS 100C COUNSELOR 103 SECURITY ENTRANCE 100 DEN 104 TLT 104A TLT 106 HALLWAY DEN 100B IDF 101F 1.1 1.1 D.5 D.5 SLP 108 AUDIO / DHH SLP 110 DHH PSYCH / COUNS 109 OTPT 111 VESTIBULE COMMONS 100F RECORD STORAGE 101K ELEC 101G LEARNING SUPPORT 102B TLT 105 TLT 101J 2.2 F.9 LEARNING SUPPORT 102A MECH STAIR S1 1.2 1.2 WL-3 RL-5 5e RL-5 5b RL-5 5b RL-5 6b,3 RL-7 PL-6 PL-6 PL-2 PL-2 PL-2 PL-2 PL-6 PL-6 PL-6 PL-6 PL-2PL-2 PL-2PL-2PL-2 PL-2 PL-2 PL-2 PL-2 PL-2PL-2PL-2PL-2 PL-2 PL-2 PL-2 PL-2 RL-7 RL-7 RL-7 RL-7 RL-7 RL-7 RL-7 RL-7 RL-7 RL-7 RL-7 RL-7 RL-7 RL-7 RL-7 RL-7 RL-7 RL-7 RL-7 RL-7 RL-7 RL-5 6a RL-5 6a,3 RL-5 6b RL-5 6b,3 RL-5 6b RL-5 6b RL-5 6b,3 RL-5 6b RL-5 6b RL-5 6b,3 RL-2 4c RL-2 4b RL-2 4b RL-2 4b RL-2 4b RL-2 4b RL-2 4b RL-2 4a RL-2 4a RL-2 4a RL-2 4a RL-2 4a RL-2 4a RL-2 4a RL-2 4a RL-2 4a SL-1 4 SL-1 4 SL-1 4 DAYLIGHT ZONE 2 DAYLIGHT ZONE 1 RL-2 4c,3 RL-2 4c RL-2 4b RL-2 4b RL-2 4a RL-2 4a,3 RL-2 2a RL-2 2a RL-2 2a RL-3F 6b RL-3F 6b RL-2 6a RL-2 6a RL-2F 6a RL-2F 6a RL-2 6a RL-2 6a RL-2F 6a RL-2F 6a RL-2F 6a RL-2F 6a RL-2F 6a RL-2F 6a RL-3F 6a RL-3F 6a RL-2 2a RL-2 2a RL-2 2a RL-2 2a RL-2 2a SL-1 2 SL-1 2 PL-1 PL-1 PL-1 PANEL HC PANEL LC RL-2 4a,3 RL-2 4a RL-2 4a HC-2,4,6 RL-2 4a,3 RL-2 4a RL-2 4a RL-2 4a,3 RL-2 4a RL-2 2a RL-2 2a RL-2 2a SL-1 2 SL-1 2 SL-1 2 RL-1 2a RL-1 2a RL-1 2a RL-1 2b RL-1 2b RL-1 2b DAYLIGHT ZONE 1 DAYLIGHT ZONE 2 RL-2 2a RL-2 2a RL-2 2a RL-2 2a RL-2 2a RL-2 2a RL-2 2a RL-2 2a RL-2 2a RL-2 2a RL-2 2 RL-2 2 RL-2 2a RL-2 2a RL-2 2a RL-2 2a RL-1 4b RL-1 4a RL-1 4a RL-1 4a,3 RL-1 4aRL-1 4a,3 RL-1F 4a RL-1F 4a RL-1 2a RL-1 2a RL-1 2a WL-2 2 PL-2 PL-6 1 104 DAYLIGHT ZONE 2 DAYLIGHT ZONE 1 102A 102B DAYLIGHT ZONE 1 DAYLIGHT ZONE 2 102 109 110 111 108 1 DAYLIGHT ZONE 2 100A101A CONTROLLER FOR LOBBY 100A 11 1 1 DAYLIGHT ZONE 1 101C 101F 101K101L 101S 101R 101Q 1101U 101N 101 101P 101T GYM CONTROL PANEL 1 101M SKYLIGHT 101D WL-2 2 UC 2 UC 2 101B PL-2 PL-2 PL-2 PL-2 1 1 1 RL-5 5b RL-5 5a DAYLIGHT ZONE 1 1 RL-2F 3a RL-2F 3a PL-2 PL-2 PL-2 PL-2 LIGHT BAR #2 PL-1 PL-1 PANEL LXEB SKYLIGHT DAYLIGHT ZONE SKYLIGHT DAYLIGHT ZONE NORTH 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION F O R R E F E R E N C E O N L Y ZONE KEYPLAN B C1 C2 D1 D2 D3 A 1/ 6 / 2 0 1 7 1 0 : 5 4 : 4 9 A M C: \ U s e r s \ O f f i c e \ D o c u m e n t s \ 2 0 1 5 9 1 3 - M A D - E l e c - V 1 6 _ M i c h ae l F i t z m a u r i c e 7 0 3 5 . r v t MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 EDMONDS SCHOOL DISTRICT 2015913.00 Checker Author BUILDING PERMIT 09 JANUARY 2017 FLOOR PLAN - ZONE A - LIGHTING E-221A 1/8" = 1'-0"1 FLOOR PLAN - ZONE A - LIGHTING H1E1 D D CTL PC OS OS PC CTL OS D D D D D CTL OS OS OS OS PC CTL D PC OS OS OS DCTL D D OS OSOS OS OS OS OS OS PC OS OS PC D OS OS OS OS OS D OS OS PC PC OS OS DD D D CTL OS OS D D CTL OS D PC OS OS CTL D D D OS D OS D CTL OS OS OS OS OSCTL D D OSOS CTL D OS OS OS OS OS OS OS D D OS OS OS CTL OS D PC CTL D CTL OS OS OS OS CTL CTL CTL OS D OS ATS ATS OS OS OS CTL D CTL D D OS OSOS D OS CTL OS D CTL OS OS D CTL D OS OS LIBRARY 131 SCI PREP 136A SM GROUP 134A LC (DHH) 134 DRY STOR 117B CUSTODIAL / RECIEVING 126 BAND 121 ORCH 123 BOILER/MECH 125 F. RISER 125A MUSIC 122 INST STOR 124 SERVERY 115A COMMONS 115 OFFICE/ WORKROOM 1 1 2 2 3 3 4 5 A A D D C.2 RISERS 107D HALLWAY GYM 100E MUSIC OFFICE / STOR 124D PRACTICE 124C PRACTICE 121B PRACTICE 121A HALLWAY LIBRARY 140 1.1 1.1 2.3 A.3 D.5 D.5 ELEC 133A WALK-IN FREEZER 117A ELEC 128 HALLWAY CUST 130 VESTIBULE COMMONS 100F MDF 133B BOOK STORAGE 131B TLT 132A GREEN ROOM 131C PE STORAGE 107B MECH 129 PARENT ROOM 132 TLT 135 MIT OFFICE 132B 2.2 D.4 GYM VESTIBULE 112 COMMUNITY STOR 114 TLT 113A GYM OFFICE 113 COMMONS STORAGE 127 KILN LC (M SCI) 136 HALLWAY MUSIC 120 MECH STAIR S2 TLT 116 TLT 118A TLT 118B TLT 118C KITCHEN 117 3.4 1.2 1.2 SM GROUP 131A RL-7 8 RL-7 9 WL-3 RL-1 2d RL-1 2d RL-1 2d RL-1 2d RL-1 2d RL-1 2a RL-1 2b RL-1 2e RL-1 2e RL-1 2b RL-1 2c RL-1 2e DAYLIGHT ZONE 1 DAYLIGHT ZONE 2 RL-2 2a RL-2 2a RL-2 2a RL-2 2a RL-2 2a RL-2 2a RL-2 HA-2,4 RL-1 2a RL-1 2a RL-1 2a RL-1 2b RL-1 2b RL-1 2b RL-1 2c RL-1 2c RL-1 2c DAYLIGHT ZONE 2 DAYLIGHT ZONE 1 SL-1 2 RL-1 2a RL-1 2a RL-1 2b RL-1 2b RL-1 2c RL-1 2c RL-1 2c DAYLIGHT ZONE 2 DAYLIGHT ZONE 1 WL-3 PL-1 2a PL-1 2a WL-3 RL-5 5d RL-5 5d RL-5 5d RL-5 5d RL-5 5d RL-5 5d RL-5 5e RL-5 5b RL-5 5b RL-5 6b,3 PL-1 PL-1 PL-3 4 PL-3 4 SL-1 SL-1 4 SECURITY PANEL (SP) ACCESS CONTROL POWER SUPPLY RL-7 RL-7 RL-7 RL-7 RL-7 WL-3 PL-4 1f PL-4 1e PL-4 1d DAYLIGHT ZONE 1 DAYLIGHT ZONE 2 RL-2 1a RL-2 1a 121A RL-2 1a RL-2 1a RL-2 1a RL-2 1a WL-3WL-3 DAYLIGHT ZONE 1 DAYLIGHT ZONE 2 PL-4 1f PL-4 1e PL-4 1d PL-1 HX PL-1 1a PL-1 1a PL-1 1a PL-1 1a PL-1 1a PL-1 1a PL-1 1a PL-1 1a PL-1 1a PL-1 1a PL-1 1a WL-3 12a CONTROLLER FOR BOILER WL-3 RL-2 3a RL-2 3a RL-2 3a RL-2 3a RL-2 3a RL-2 3a RL-2 3a RL-2 3a RL-2 3a HA-1,3,5 RL-2 3a RL-2 3a LIGHT BAR #1 RL-2F 3b RL-2F 3b RL-3 3 RL-3 3 PL-3 3 RL-7 PL-6 PL-6 PL-2 PL-6 PL-6 PL-6 PL-6 RL-7 RL-3F 6a RL-3F 6a PANEL LB MAIN SWITCHBOARD METERS PANEL HA LVR HA PANEL LXA PANEL HXA PANEL LXEAT T DIST L1 PANEL LA PANEL HXEA DIST EM T PANEL HMA PANEL LMA RL-3 3 RL-5 5d RL-5 5d RL-5 5d RL-2 2a RL-2 2a RL-2 2a RL-6 3a RL-6 3a RL-6 3a RL-6 3a RL-6 3a RL-6 3a RL-6 3a RL-2 3a RL-4 5a RL-4 5a RL-4 5a RL-4 5a,3 RL-4 5a RL-4 5a RL-4 5a RL-4 5a RL-4 5a RL-4 5a,3 RL-1 RL-1 RL-1 RL-1 RL-1 RL-1 RL-1 RL-1 RL-1 RL-1 RL-1 RL-1 RL-1 RL-1 RL-1 RL-1 RL-1RL-1 RL-1RL-1RL-1RL-1RL-1 PL-2 PL-6 RL-2 3a 1 112 PL-3 3 DAYLIGHT ZONE 2 DAYLIGHT ZONE 1 RL-2 3a RL-2 3a SL-1 RL-2 3a SL-1 SL-1 SL-1 122 RL-1 3a PL-4 3a PL-4 3a PL-4 3a 123 PL-4 1d,3 PL-4 1f,3 124B 124C 121B 121A 121 PL-4 1f,3 PL-4 1d,3 WL-3 PL-1 5 PL-1 5 PL-1 5 PL-1 5 RL-3 RL-3 RL-4 5a,3 120 RL-2 5a RL-2 5a RL-2 5a PL-1 2 PL-1 2 PL-1 2 PL-1 2 117 PL-3 PL-3 RL-1 5b,3 RL-1 5b RL-1 5b,3 RL-1 5b RL-1 5b RL-1 5b RL-1 5b RL-1 5b RL-1 5b RL-1 5b,3 1 115A 115 CONTROLLER FOR COMMONS 1 PL-1 3 PL-1 3 PL-1 3 PL-1 3 PL-1 3 PL-1 3 PL-1 3 RL-2F 3a RL-2F 3a RL-5 5b RL-5 5a RL-5 5d RL-5 5c RL-5 5d RL-5 5c RL-5 5c RL-5 5d DAYLIGHT ZONE 1 SKYLIGHT SKYLIGHT RL-2 RL-2 2a RL-2 2a RL-2 2a RL-2 2a PL-1 2a PL-1 2a PL-1 2a PL-1 2a PL-1 2a RL-2 2a RL-2 2a 132B 131 RL-3 4 RL-3 4 RL-3 4 RL-2 RL-2 RL-7 RL-7 RL-7RL-7RL-7RL-7RL-7 1 1 RL-2F 3a RL-2F 3a RL-2F 3a RL-2F 3a RL-2F 3a RL-2F 3a RL-2F 3a RL-2F 3a RL-2F 3a RL-2F 3a RL-2F 3a RL-2F 3a RL-2F 3a RL-2F 3a RL-2F 3a RL-2F 3a RL-2F 3a RL-2F 3a RL-2F 3a RL-2F 3a RL-7 RL-7 RL-7 RL-7 136 140 134 RL-2 132 RL-5 T SNOPUD PAD MOUNT TRANSFORMER GENERATOR PANEL LB PL-2 PL-2 PL-2 PL-2 LIGHT BAR #2 FIRE ALARM PANEL & MAIN VOICE STATION (FACP) DISCONECTS NORTH 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION F O R R E F E R E N C E O N L Y ZONE KEYPLAN B C1 C2 D1 D2 D3 A 1/ 6 / 2 0 1 7 1 0 : 5 4 : 5 1 A M C: \ U s e r s \ O f f i c e \ D o c u m e n t s \ 2 0 1 5 9 1 3 - M A D - E l e c - V 1 6 _ M i c h ae l F i t z m a u r i c e 7 0 3 5 . r v t MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 EDMONDS SCHOOL DISTRICT 2015913.00 MF/AB AS/RS/BN BUILDING PERMIT 09 JANUARY 2017 FLOOR PLAN - ZONE B - LIGHTING E-221B 1/8" = 1'-0"1 FLOOR PLAN - ZONE B - LIGHTING FLAG NOTES: LOCATE LIGHTS AROUND ALL MECHANICAL EQUIPMENT, PIPING, DUCTWORK, ETC. PROVIDE ALL ADDITIONAL UNISTRUT, HANGER RODS, ETC. REQUIRED TO ACCOMMODATE ALL OBSTACLES. 1 OS OS OS OS OS CTL CTL PC PC OS OS OS OS D D OS D D D CTL CTL OS OS OS OSPC PC PC PCOS OS OS OS CTL CTL OS OS O S OS OS D D D D D CTL CTL OS OS OS OSPC PC D D D D D OS CTL D D D D D D D D D CTL OS D D D D PCPC PC PC PC PC PCPC LC (P) 301 LC (I) 305 LC (I) 505 LC (P) 501 MECH 304 MECH 504 6 8 10 12 A A D D B B C C LC TLT 301AB LC TLT 301AA LC CIRC / STORAGE 301AIDF 303A ELEC 303 LC CIRC / STORAGE 501A IDF 503A ELEC 503 SM GROUP SM GROUP SM GROUP SM GROUP SM GROUPSM GROUPSM GROUPSM GROUP LC TLT 301AC LC TLT 501AC LC TLT 501AB LC TLT 501AA SKYLIGHTSKYLIGHT PL-5 1g RL-1 1f RL-1 1f RL-1 1f RL-1 1e RL-1 1e RL-1 1f RL-1 1d,4 RL-1 1d RL-1 1a RL-1 1b RL-1 1c RL-1 1j RL-1 1m RL-1 1m RL-1 1m RL-1 1m RL-1 1l RL-1 1l RL-1 1i RL-1 1h RL-1 1k RL-1 1k,4 PL-5 1n RL-2 3a RL-2 3a RL-2 3a RL-2 3aSL-1 3 SL-1 3 SKYLIGHTSKYLIGHT PL-5 5nPL-5 5g RL-1 5i RL-1 5h RL-1 5k RL-1 5k,4 RL-1 5l RL-1 5l RL-1 5m RL-1 5m RL-1 5m RL-1 5m RL-1 5j RL-1 5c RL-1 5f RL-1 5f RL-1 5f RL-1 5f RL-1 5e RL-1 5e RL-1 5b RL-1 5a RL-1 5a RL-1 5a,4 SKYLIGHTSKYLIGHT SKYLIGHTSKYLIGHT WL-3 8 WL-3 8 WL-3 8 WL-3 8 RL-1 1a RL-1 1b RL-1 1d RL-1 1e RL-1 1d,4 RL-1 1e RL-1 1f RL-1 1f RL-1 1f RL-1 1f RL-1 1c RL-1 1j RL-1 1m RL-1 1m RL-1 1m RL-1 1m RL-1 1l RL-1 1l RL-1 1i RL-1 1h RL-1 1k RL-1 1k,4 PL-5 1n PL-5 1g PL-1 3,4 PL-1 3 PL-1 3 PL-1 3 PL-7 3 PL-1 3 RL-2 3a RL-2 3a RL-2 3a RL-2 3a SL-1 3 SL-1 3 PL-1 6 PL-1 6 PL-1 6 PL-5 5g PL-5 5n RL-1 5m RL-1 5m RL-1 5m RL-1 5l RL-1 5l RL-1 5m RL-1 5j RL-1 5i RL-1 5h RL-1 5k RL-1 5k,4 RL-1 5f RL-1 5f RL-1 5f RL-1 5c RL-1 5b RL-1 5e RL-1 5e RL-1 5f RL-1 5a,4 RL-1 5a RL-1 5a RL-7 7 RL-7 8 RL-7 7 RL-7 8 RL-7 7 RL-7 7 RL-7 7 RL-7 8 RL-7 8 RL-7 7 RL-7 7 RL-7 7 RL-7 8 RL-7 8 RL-7 7 RL-7 8 RL-7 7 RL-7 8 RL-7 7 RL-7 7 RL-7 8 RL-7 7 RL-7 7 RL-7 8 RL-7 7 RL-7 7 RL-7 8 RL-7 7 RL-7 8 RL-7 7 RL-7 8 RL-7 7 RL-7 7 RL-7 8 RL-7 7 RL-7 7 RL-7 7 RL-7 8 RL-7 7 RL-7 7 RL-7 8 RL-7 7 RL-7 8 2 2 DAYLIGHT ZONE 1 DAYLIGHT ZONE 2 DAYLIGHT ZONE 2 DAYLIGHT ZONE 1 SL-1 3 L3L-1,3,5 PL-1 3 PL-1 3 PL-1 3 PL-7 3 PL-1 3 PL-1 3,4 302 2 2 DAYLIGHT ZONE 2 DAYLIGHT ZONE 1 DAYLIGHT ZONE 1 DAYLIGHT ZONE 2 SL-1 3 L5L-1,3,5 22 DAYLIGHT ZONE 1 DAYLIGHT ZONE 2 DAYLIGHT ZONE 2 DAYLIGHT ZONE 1 PL-1 6 PL-1 6 PL-1 6 PANEL L3X PANEL L3L PANEL L3M PANEL L3P PANEL L5P PANEL L5X PANEL L5L FIRE ALARM POWER SUPPLY PANEL L5M FIRE ALARM POWER SUPPLY PANEL HMH PANEL HMD SKYLIGHT DAYLIGHT ZONE SKYLIGHT DAYLIGHT ZONE RL-7 7 RL-7 7 RL-7 7 RL-7 7 RL-7 7 RL-7 7 L5X-8 L5L-7 L5X-2,4,6 2 2 DAYLIGHT ZONE 1 DAYLIGHT ZONE 2 DAYLIGHT ZONE 2 DAYLIGHT ZONE 1 SKYLIGHT DAYLIGHT ZONE SKYLIGHT DAYLIGHT ZONE SKYLIGHT DAYLIGHT ZONE SKYLIGHT DAYLIGHT ZONE L3X-2,4,6 L3L-7 L3X-7 PANEL L5L,L5XPANEL L3L,L3X NORTH 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION F O R R E F E R E N C E O N L Y ZONE KEYPLAN B C1 C2 D1 D2 D3 A 1/ 6 / 2 0 1 7 1 0 : 5 4 : 5 4 A M C: \ U s e r s \ O f f i c e \ D o c u m e n t s \ 2 0 1 5 9 1 3 - M A D - E l e c - V 1 6 _ M i c h ae l F i t z m a u r i c e 7 0 3 5 . r v t MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 EDMONDS SCHOOL DISTRICT 2015913.00 Checker Author BUILDING PERMIT 09 JANUARY 2017 FLOOR PLAN - ZONE C - LIGHTING E-221C 1/8" = 1'-0"1 FLOOR PLAN - ZONE C - LIGHTING D D D D D OS OS OS D OSPC OS D D D D D OS OS PC CTL CTL D D D D D D OS OS OS OSPC PC CTL CTL D D D D D D OS D D D D D D D D D OS OS OS OS D D D D D D D OS OS D OS D D D D D D D OS OS OS OS OS PC OS OS PC CTL CTL OS OS CTL CTL OS OS OS OS OS OS PC OS OS OS OS PC OS OS OS OSPC OS OS OS OS PC CTL PC PC OS OS OS OS D D OS O S OS OS D CTL OS OSPC OS OS CTL PC D CTL CTL D D D OS OS D OS D D D OS OS OSCTL CTL OS CTL D CTL CTL CTL D D OS OS D D CTLCTL CTLOS OS OS OS PC PC D D OS OS PCPC OS OS OS OS CTL CTL D DDD CTL D OS D D D D OS CTL D OS PC PC PC PC PC PC OS PCPC PCPC OS PCPC LC (I) 407 LC (M) 201 LC (P) 603 LC (K) 203 LC (K) 208 LC (P) 403 LC (M) 602 LC (I) 607 MECH 206 IDF 405A ELEC 405 MECH 606 MECH 406 IDF 205A LC CIRC / STORAGE 203D ELEC 205 LC CIRC / STORAGE 403A 6 5 7 119 14 13 8 10 12 E E F F H H L L J J SM GROUP SM GROUP SM GROUP 601A SM GROUP 601B LC CIRC 601C LC (M) 601 LC (DHH) 402 LC (DHH) 401 SM GROUP 401A SM GROUP 401B LC CIRC 401C LC (M) 202 SM GROUP 201A SM GROUP 201B M TLT 201CB LC CIRC 201C SM GROUPSM GROUP SM GROUP SM GROUP LC (DHH PK/K) 204 LC (K) 207 LC CIRC / STORAGE 603A IDF 605A ELEC 605 SM GROUP SM GROUP SM GROUP 203A SM GROUP 203B SM GROUP 207A SM GROUP 207B K RESOURCE ROOM LC TLT 403AB M S T L T 20 1 C A D H H T L T 40 1 C A MS TLT 601CB K TLT 203DC K TLT 203C K TLT 203DA K TLT 203DB DHH TLT 401CB LC TLT 403AA LC TLT 403AC MS T L T 60 1 C A LC TLT 603AA LC TLT 603AB LC TLT 603AC RL-2 7c RL-2 7b RL-2 7a,4 RL-2 7d RL-2 7e RL-2 7d RL-2 7d RL-2 7e RL-2 7d RL-2 7d RL-2 7e RL-2 7d,4 RL-2 7a,4 RL-2 7b RL-2 7c RL-2 7d RL-2 7e RL-2 7d RL-2 7d RL-2 7e RL-2 7d RL-2 7d,4 RL-2 7e RL-2 7d RL-2 7a RL-2 7a RL-2 7a RL-2 7a SL-1 7 SL-1 7 RL-1 1a RL-1 1b RL-1 1f RL-1 1c RL-1 1j RL-1 1i RL-1 1h RL-1 1k RL-1 1l RL-1 1m RL-1 1f RL-1 1e RL-1 1a RL-1 1a,4 RL-1 1e RL-1 1f RL-1 1m RL-1 1l RL-1 1k,4 RL-1 1m RL-1 1m RL-1 1f SKYLIGHTSKYLIGHT SKYLIGHT SKYLIGHT PL-5 1g PL-5 1g PL-5 PL-5 5g PL-5 5g SKYLIGHT SKYLIGHT RL-1 5a,4 RL-1 5a RL-1 5a RL-1 5b RL-1 5e RL-1 5e RL-1 5f RL-1 5f RL-1 5c RL-1 5j RL-1 5m RL-1 5m RL-1 5m RL-1 5f RL-1 5f RL-1 5m RL-1 5l RL-1 5l RL-1 5i RL-1 5h RL-1 5k RL-1 5k,4 WL-3 8 WL-3 8 RL-7 9 RL-7 9 RL-7 8 RL-7 9 RL-7 9 RL-7 8 RL-7 9 RL-7 9 RL-7 8 RL-7 9 RL-7 8 RL-7 9 RL-7 9 RL-7 9 RL-7 8 RL-7 8 RL-7 8 RL-7 9 RL-7 9 RL-7 9 RL-7 8 RL-7 8 RL-7 9 RL-7 8 RL-7 9 RL-7 8 RL-7 9 SKYLIGHTSKYLIGHT SKYLIGHT SKYLIGHT SKYLIGHT SKYLIGHT SKYLIGHTSKYLIGHT SKYLIGHT SKYLIGHT SKYLIGHT SKYLIGHT RL-2 7a RL-2 7a SL-1 7 RL-2 7d,4 RL-2 7d RL-2 7e RL-2 7e RL-2 7d RL-2 7d RL-2 7d RL-2 7e RL-2 7d RL-2 7a,4 RL-2 7b RL-2 7c RL-2 7a RL-2 7a RL-2 7c RL-2 7b RL-2 7e RL-2 7f RL-2 7f RL-2 7e RL-2 7d RL-2 7d RL-2 7a,4 RL-2 7d,4RL-2 7e SL-1 7 SL-1 7 PL-5 1n RL-1 1m RL-1 1m RL-1 1f RL-1 1f PL-5 1g RL-1 1a,4 RL-1 1a RL-1 1a RL-1 1b RL-1 1e RL-1 1e RL-1 1f RL-1 1f RL-1 1c RL-1 1j RL-1 1m RL-1 1m RL-1 1l RL-1 1l RL-1 1i RL-1 1h RL-1 1k RL-1 1k,4 PL-1 6 PL-1 6 PL-1 6 SL-1 3 SL-1 3 RL-2 3a RL-2 3a RL-2 3a RL-2 3a PL-1 3 PL-1 3 PL-1 3 PL-1 3 PL-1 3 PL-1 3 PL-5 5g RL-1 5k,4 RL-1 5k RL-1 5h RL-1 5i RL-1 5l RL-1 5l RL-1 5m RL-1 5m RL-1 5m RL-1 5m RL-1 5j RL-1 5c RL-1 5f RL-1 5f RL-1 5f RL-1 5f RL-1 5e RL-1 5e RL-1 5b RL-1 5a RL-1 5a RL-1 5a,4 PL-5 5n WL-3 8 WL-3 8 RL-2 1c RL-2 1b RL-2 1f RL-2 1e RL-2 1f RL-2 1e RL-2 1d RL-2 1d RL-2 1a,4 RL-2 1f RL-2 1e RL-2 1d,4 RL-2 1a RL-2 1a RL-2 1a RL-2 1a RL-2 1a,4 RL-2 1b RL-2 1c RL-2 1d RL-2 1d RL-2 1e RL-2 1f RL-2 1e RL-2 1f RL-2 1f RL-2 1e RL-2 1d,4 RL-2 3a RL-2 3d RL-2 3d,4 RL-2 3e RL-2 3e RL-2 3b RL-2 3c RL-2 3f RL-2 3e RL-2 3d RL-2 3a RL-2 3a RL-2 3a RL-2 3a SL-1 3 RL-2 3d RL-2 3e RL-2 3e RL-2 3d RL-2 3d RL-2 3e RL-2 3b RL-2 3a RL-2F 3c RL-2F 3f PL-1 6 PL-1 6 PL-1 6 RL-2 5a RL-2 5a RL-2 5a RL-2 5a PL-1 5a PL-1 5a PL-1 5a PL-1 5a PL-1 5a PL-1 5a RL-2 7a RL-2 7a RL-2 7a RL-2 7a WL-3 8 RL-2F 7c RL-2 7a RL-7 9 RL-7 8 RL-7 9 RL-7 9 RL-7 9 RL-7 9 RL-7 9 RL-7 9 RL-7 9 RL-7 8 RL-7 8 RL-7 8 RL-7 8 RL-7 9 RL-7 9 RL-7 8 RL-7 8 RL-7 9 RL-7 9 RL-7 9 RL-7 9 RL-7 9 RL-7 9 RL-7 9 RL-7 8 RL-7 8 RL-7 8 RL-7 8 RL-7 9 RL-7 8 RL-7 9 RL-7 9 RL-7 9 RL-7 9 RL-7 9 RL-7 9 RL-7 8 RL-7 8 RL-7 8 RL-7 9 RL-7 9 RL-7 9 RL-7 9 RL-7 8 RL-7 9 RL-7 8 RL-7 9 RL-7 9 RL-7 9 RL-7 9 RL-7 9 RL-7 9 RL-7 9 RL-7 8 RL-7 8 RL-7 8 RL-2 3a RL-2 3a RL-2 3a RL-2 3a SL-1 3 SL-1 3 PL-1 3 PL-1 3,4SL-1 5 SL-1 5 WL-3 8 RL-2 1a DAYLIGHT ZONE 1 DAYLIGHT ZONE 2 DAYLIGHT ZONE 1 DAYLIGHT ZONE 2 DAYLIGHT ZONE 2 DAYLIGHT ZONE 1 DAYLIGHT ZONE 2 DAYLIGHT ZONE 1 RL-2 3a RL-2 3f RL-2F 3f SL-1 5 L2L-1,3,5,7 RL-2F 7f DAYLIGHT ZONE 1 DAYLIGHT ZONE 2 RL-2 7a RL-2 7a DAYLIGHT ZONE 2 DAYLIGHT ZONE 1 RL-1F 7a RL-2 7f RL-1F 7a DAYLIGHT ZONE 1 DAYLIGHT ZONE 2 DAYLIGHT ZONE 2 DAYLIGHT ZONE 1 L6L-1,3,5,7 SL-1 3 PANEL L6X PANEL L6L DAYLIGHT ZONE 1 DAYLIGHT ZONE 2 DAYLIGHT ZONE 2 DAYLIGHT ZONE 1 DAYLIGHT ZONE 1 DAYLIGHT ZONE 2 DAYLIGHT ZONE 2 DAYLIGHT ZONE 1 SL-1 3 L4L-1,3,5,7 DAYLIGHT ZONE 1 DAYLIGHT ZONE 2 DAYLIGHT ZONE 2 DAYLIGHT ZONE 1 DAYLIGHT ZONE 1 DAYLIGHT ZONE 2 DAYLIGHT ZONE 2 DAYLIGHT ZONE 1 DAYLIGHT ZONE 1 DAYLIGHT ZONE 2 DAYLIGHT ZONE 2 DAYLIGHT ZONE 1 PANEL L6P PANEL L2X PANEL L2L PANEL L2P PANEL L2M PANEL L4X PANEL L4L PANEL L4P PANEL L4M PANEL L6M FIRE ALARM SUPPLY PANELFIRE ALARM SUPPLY PANEL FIRE ALARM POWER SUPPLY PANEL HMG PL-5 PL-5 PL-5 PL-1 6 PL-1 6 PL-1 6 PANEL HMH PL-1 3 PL-1 3 PL-1 3 PL-1 3 PANEL HMG 2 2 2 2 2 2 PL-7 L6X-2,4,6 L6L-9 L6X-8 22 RL-1F 7a PANEL L5L,L5XPANEL L3L,L3X PANEL L4L,L4X PANEL L6L,L6XPANEL L2L,L2X PANEL L4L,L4X RL-7 9 L4X-8 2 2 PL-7 L4X-2,4,6 L4L-9 2 2 2 2 2 2 RL-7 9 L2X-8 L2X-2,4,6 L2L-9 2 2 2 2RL-2 1a SL-1 1 SL-1 1 2 RL-2F 3f RL-2F 3f RL-2F 3c 2 RL-2 3e RL-2 3e RL-2 3e RL-2 3b PL-7 2 RL-2 7a RL-2 7a RL-2 7f,4 RL-2 7f RL-2 7f RL-2 7f RL-2 7f RL-2 7f RL-2 7f RL-2 7f RL-2 7f RL-2 7f RL-2 7f RL-2 7f RL-2F 7f RL-2F 7f RL-2F 7f RL-2F 7c RL-2 7a RL-2 7a RL-2 7a RL-2 7a RL-2 7a RL-2 7a RL-2 7a RL-2 7a RL-2F 7f RL-2 7a RL-2 7a,4 RL-2 7a NORTH 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION F O R R E F E R E N C E O N L Y ZONE KEYPLAN B C1 C2 D1 D2 D3 A 1/ 6 / 2 0 1 7 1 0 : 5 4 : 5 8 A M C: \ U s e r s \ O f f i c e \ D o c u m e n t s \ 2 0 1 5 9 1 3 - M A D - E l e c - V 1 6 _ M i c h ae l F i t z m a u r i c e 7 0 3 5 . r v t MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 EDMONDS SCHOOL DISTRICT 2015913.00 Checker Author BUILDING PERMIT 09 JANUARY 2017 FLOOR PLAN - ZONE D - LIGHTING E-221D 1/8" = 1'-0"1 FLOOR PLAN - ZONE D - LIGHTING DN OS D D OS OS OS OS OS 2 G OPEN TO GYM BELOW D.4 PL-1 PL-1 PL-1 PL-1 PL-1 PL-1 PL-1 PL-1 PL-1 PL-1 PL-1 PL-1 PL-1 PL-1 PL-1 PL-1 PL-1 PL-1 PL-1 PL-1 PL-1 PL-1 PL-1 PL-1 PL-1 PL-1 PL-1 PL-1 PL-1 PL-1 PL-1 1 T T TRANSFORMER L1 TRANSFORMER L2 PL-1 PL-1 NORTH 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION F O R R E F E R E N C E O N L Y ZONE KEYPLAN B C1 C2 D1 D2 D3 A 1/ 6 / 2 0 1 7 1 0 : 5 4 : 5 9 A M C: \ U s e r s \ O f f i c e \ D o c u m e n t s \ 2 0 1 5 9 1 3 - M A D - E l e c - V 1 6 _ M i c h ae l F i t z m a u r i c e 7 0 3 5 . r v t MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 EDMONDS SCHOOL DISTRICT 2015913.00 Checker Author BUILDING PERMIT 09 JANUARY 2017 FLOOR PLAN - MEZZANINE - LIGHTING E-222 1/8" = 1'-0"1 FLOOR PLAN - MECHANICAL LEVEL - LIGHTING FLAG NOTES: LOCATED LIGHTS AROUND ALL MECHANICAL EQUIPMENT, PIPING, DUCTWORK, ETC. PROVIDE ALL ADDITIONAL UNISTRUT, HANGER RODS, ETC. REQUIRED TO ACCOMMODATE ALL OBSTACLES. 1 GF I C C C C C C C C GF I GF I GFI WP WP C C C C C C C C GF I GF I C C C C GF I GFI GFI GF I GF I C C C C C C C C C C C SB SB C C C GF I GFI C GF I C C C C C GF I J J J C C C WP J J C C C C PCLPCLPCL HR J J OR ADDITIONAL CONTROLLERS SUN CONTROL, MASTER SWITCH, TO RADIO CONTROL TIMER, CONTROLLERS TO OTHER 3 CONDUCTOR WITH GROUND 4 CONDUCTOR, OR CABLE WITH STANDARD CONDUCTOR LOW VOLTAGE 3A-120V-1∅ TYPICAL MOTOR, POWER SUPPLY 115 VAC, 15 AMP CONTROLLER UNIT GROUP CONTROL PLUGS TELEPHONE TYPE MALE MASTER SWITCH SINGLE E HALLWAY GYM 100D GYM 107 2 2 3 3 E E F F H H L L KK GG F.8 J J RISERS 107D RECEPTION OFFICE 101 COT ROOM 101D STAFF LOUNGE 101P PROF. DEVELOPMENT 101T WORK ROOM 101M HEALTH CLINIC 101B LEARNING SUPPORT 102 P. OFFICE 101S A.P. OFFICE 101R OFFICE MGR 101C CONFERENCE 101A DEAN OF STUDENTS 101E LOBBY 100A TLT 101DA HALLWAY ADMIN 101U TLT 101H CUST 101MA DHH REC / INTERPRET 101Q DH H O F F I C E 10 1 L DH H O F F I C E 10 1 N HALLWAY GYM 100E HALLWAY COMMONS 100C COUNSELOR 103 SECURITY ENTRANCE 100 DEN 104 TLT 104A TLT 106 HALLWAY DEN 100B IDF 101F 1.1 1.1 D.5 D.5 SLP 108 AUDIO / DHH SLP 110 DHH PSYCH / COUNS 109 OTPT 111 VESTIBULE COMMONS 100F RECORD STORAGE 101K ELEC 101G LEARNING SUPPORT 102B TLT 105 TLT 101J 2.2 F.9 LEARNING SUPPORT 102A MECH STAIR S1 1.2 1.2 PANEL HC PANEL LC SCOREBOARD PANEL LXEB VIDEO INTERCOM AT MONITOR AT MONITOR DOOR AT LFD AT LFD RED STROBE LIGHT SWITCH FOR RED STROBE MOTORIZED SHADES AT CLERESTORY MOTORIZED SHADES AT SKYLIGHTS MOTORIZED SHADES AT SKYLIGHTS MOTORIZED SHADES AT SKYLIGHTS MOTORIZED SHADES AT SKYLIGHTS MOTORIZED SHADES AT CLERESTORY MOTORIZED SHADES MOTORIZED SHADES MOTORIZED SHADES MOTORIZED SHADES MOTORIZED SHADES MOTORIZED SHADES ABOVE MOTORIZED SHADES GYM CONTROL PANEL AT PROJECTOR AT PROJECTOR LIFT SCOREBOARD AT SCREEN LC-63 LC-61 57 57 57 57 1 1 55 55 55 55 5554 48 48 LC-48,50,52,54 54 50 50 1 LC-59 57 LC-55,57 52 53 5452 49 53 49 57 57 57 53 LC-49,51,53 49 47 47 LC-65 1 LC-67 47 1 43 45 45 45 43 43 45 41 41 41 LC-41,43,45,47 47 44 46 44 44 46 42 42 42 47 47 40 40 4040 46 40 LC-40,42,44,46 15 39 REFER 37 37 33 33 35 ICE MAKER LC-33,35,37,39 31 29 29 11 13 13 15 COPIER 11 9 9 LC-9,11,13,15 6 6 6 8 LC-2,4,6,8 15 8 4 42 2 2 8 7 5 15 5 5 LC-1,3,5,7 5 3 3 3 7 1 1 1 1 7 15 10,12 10,12 10,12 10,12 10,12 10,12 LC-10,12,14,16 14 16 19 17 21 MICROWAVE 23 21 REFER LC-17,19,21,23 18 20 18 20 22 29 LC-26,28 COPIER 25 22 20 LC-18,20,22,24 25 25 25 27 27 27 27 27 25 25 LC-25,27,29,31 LC-30,32,34 30 32 34 303432 LC-36,38 L5-30R 1 1 MOTORIZED GYM CURTAIN NORTH 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION F O R R E F E R E N C E O N L Y ZONE KEYPLAN B C1 C2 D1 D2 D3 A 1/ 6 / 2 0 1 7 1 0 : 5 5 : 0 0 A M C: \ U s e r s \ O f f i c e \ D o c u m e n t s \ 2 0 1 5 9 1 3 - M A D - E l e c - V 1 6 _ M i c h ae l F i t z m a u r i c e 7 0 3 5 . r v t MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 EDMONDS SCHOOL DISTRICT 2015913.00 Checker Author BUILDING PERMIT 09 JANUARY 2017 FLOOR PLAN - ZONE A - ELECTRICAL E-321A 1/8" = 1'-0"1 FLOOR PLAN - ZONE A - POWER FLAG NOTES: PROVIDE POWER SUPPLY & CONTROLLER CIRCUITRY PER MANUFACTURER REQUIREMENTS. REFER TO MOTORIZED BLIND SPECIFICATION SECTION. COORDINATE CONTROLLER LOCATION WITH ARCHITECT. SEE BLIND DETAIL 2/E-321A. 1 1/8" = 1'-0"2 BLIND DETAIL H1E1 D D IG GF I IG I G IG WP C C C GF I GF I GFI GF I GF I GFI GFI GF I C GF IC C WP C C CC C WP GFI GFIGF I GFI GFI WP C CC WP C C C WP VFD VFD VFD VFD ATSATS GF I GF I GF I IG IG IG I G IG K C J J LIBRARY 131 SCI PREP 136A SM GROUP 134A LC (DHH) 134 DRY STOR 117B CUSTODIAL / RECIEVING 126 BAND 121 ORCH 123 BOILER/MECH 125 F. RISER 125A MUSIC 122 INST STOR 124 SERVERY 115A COMMONS 115 OFFICE/ WORKROOM 1 1 2 2 3 3 4 5 A A D D C.2 RISERS 107D HALLWAY GYM 100E MUSIC OFFICE / STOR 124D PRACTICE 124C PRACTICE 121B PRACTICE 121A HALLWAY LIBRARY 140 1.1 1.1 2.3 A.3 D.5 D.5 ELEC 133A WALK-IN FREEZER 117A ELEC 128 HALLWAY CUST 130 VESTIBULE COMMONS 100F MDF 133B BOOK STORAGE 131B TLT 132A GREEN ROOM 131C PE STORAGE 107B MECH 129 PARENT ROOM 132 TLT 135 MIT OFFICE 132B 2.2 D.4 GYM VESTIBULE 112 COMMUNITY STOR 114 TLT 113A GYM OFFICE 113 COMMONS STORAGE 127 KILN LC (M SCI) 136 HALLWAY MUSIC 120 MECH STAIR S2 TLT 116 TLT 118A TLT 118B TLT 118C KITCHEN 117 3.4 1.2 1.2 SM GROUP 131A ACCESS CONTROL POWER SUPPLY SECURITY PANEL (SP) 16' X 10' POWERED SCREEN SEE E3.41. FIRE ALARM PANEL & MAIN VOICE STATION (FACP) SNOPUD PAD MOUNT TRANSFORMER AT MONITOR AT MONITOR AT MONITOR SAC-01 UH-06 EF-05 EF-06 AT MONITOR AVS AVS PANEL LB HRU-01 AV RACK AT MONITOR PANEL HMA PANEL LMA FAP PU-09 AV RACK T AF-01, 120V,1Ø PU-03 PU-04 PU-01 PU-02 TRAP PRIMER DDC UH-03 WH-02, 120V,1Ø WH-01, 120V,1Ø FIRE ALARM AND JOCKEY PUMP. SEE ONE LINE. DRY SPRINKLER COMPRESSOR 1/2HP,120V,1Ø B-1, 120V,1Ø PU-05 UH-01 B-2, 120V,1Ø PU-06 BOILER SHUTDOWN SWITCHES METERS PANEL HA LVR HA PANEL LXA PANEL HXA PANEL LXEA T T PANEL HXEA DIST EM PANEL LA DIST L1 MAIN SWITCHBOARD AT PROJECTOR AT ENERGY DASHBOARD MOTORIZED SHADES AT SKYLIGHTS MOTORIZED SHADES ABOVE MOTORIZED SHADES AT SCREEN T GENERATOR 47 1 43 45 GROUND BAR WITH #2 GROUND WIRE TO PANEL LPA GROUND BAR PANEL LB AV RACK 1 1 DISCONNECTS NORTH 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION F O R R E F E R E N C E O N L Y ZONE KEYPLAN B C1 C2 D1 D2 D3 A 1/ 6 / 2 0 1 7 1 0 : 5 5 : 0 3 A M C: \ U s e r s \ O f f i c e \ D o c u m e n t s \ 2 0 1 5 9 1 3 - M A D - E l e c - V 1 6 _ M i c h ae l F i t z m a u r i c e 7 0 3 5 . r v t MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 EDMONDS SCHOOL DISTRICT 2015913.00 Checker Author BUILDING PERMIT 09 JANUARY 2017 FLOOR PLAN - ZONE B - ELECTRICAL E-321B 1/8" = 1'-0"1 FLOOR PLAN - ZONE B - POWER FLAG NOTES: PROVIDE POWER SUPPLY & CONTROLLER CIRCUITRY PER MANUFACTURER REQUIREMENTS. REFER TO MOTORIZED BLIND SPECIFICATION SECTION. COORDINATE CONTROLLER LOCATION WITH ARCHITECT. SEE BLIND DETAIL 2/E-321A. 1 C C C C CC C C C C C GF I C C C C C C C C CC C WP WP WP WP WPWP C C C C CC C C C C C C C C C C C C CC GF I C C C C C C C C C C C C C C C C C C C C C C C C C C GF I GF I C C C C C C C C GF I GF I GFI GFI WP GFIGFI WP WP WP LC (P) 301 LC (I) 305 LC (I) 505 LC (P) 501 MECH 304 MECH 504 6 8 10 12 A A D D B B C C LC TLT 301AB LC TLT 301AA LC CIRC / STORAGE 301AIDF 303A ELEC 303 LC CIRC / STORAGE 501A IDF 503A ELEC 503 SM GROUP SM GROUP SM GROUP SM GROUP SM GROUPSM GROUPSM GROUPSM GROUP LC TLT 301AC LC TLT 501AC LC TLT 501AB LC TLT 501AA PANEL L3P PANEL L3X PANEL L3L PANEL HMD FIRE ALARM POWER SUPPLY PANEL L3M FIRE ALARM POWER SUPPLY PANEL L5M PANEL L5P PANEL L5L PANEL L5X SAC-02B SAC-02A L3X-8,10 1"-4#10 1 1 L3X-7,9,11 9 11 2422 7 20 20 17 L3X-20,22,24 17 17 L3P-14,16,18 DDC 232121 21 2121 19 20 20 L3P-19,21,23 UH-07,4.6KW,208V,3Ø L3M-2,4,6 HRU-02,48MCA,60MOCP,208V,3Ø L3M-7,9,11 1.25"-4#6,1#8 GND L3M-1,3,5 1"-3#12,4#10 PU-10,1/6HP,120V,1Ø EWH-01,6KW,208V,1Ø IN ISLAND (TYP) PANEL HMH GROUPED UNDER COMMON PLATE (TYP)GROUPED UNDER COMMON PLATE (TYP) 3 3 1 3 1 3 1 5 1 AVS 4 4 4 4 2 2 2 6 2 AVS 66 16 6 6 L3P-2,4,6 16 16 5 555 14 5 14 14 L3P-1,3,5 11 11 11 11 11 13 13 13 15 13 12 12 12 15 15 12 12 L3P-7,9,11 7 AVS 9 7 9 7 9 9 7 L3P-13,15,17 L3P-8,10,12 8 AVS 10 10 10 10 8 8 8 21 21 21 16 66 6 6 6 16 16 16 6 17 17 17 17 20 20L5P-13,15,17 2 AVS 1 AVS 2 2 2 4 4 4 4 L5P-2,4,6 1 1 1 3 3 3 3 5 55 5 5 14 14 L5P-1,3,5 15 12 12 12 12 12 15 13 15 15 11 11 11 1115 15 8 AVS 10 10 10 10 8 8 8 L5P-8,10,12 L5P-7,9,11 11 9 9 979 7 7 7 AVS 20 2224 11 9 7 DDC IN PLANTER (TYP) L5M-1,3,5 L5P-20,22,24 SAC-03B SAC-03A 1 1 L5X-7,9,11 LSX-8,10 1"-4#10 NORTH 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION F O R R E F E R E N C E O N L Y ZONE KEYPLAN B C1 C2 D1 D2 D3 A 1/ 6 / 2 0 1 7 1 0 : 5 5 : 0 5 A M C: \ U s e r s \ O f f i c e \ D o c u m e n t s \ 2 0 1 5 9 1 3 - M A D - E l e c - V 1 6 _ M i c h ae l F i t z m a u r i c e 7 0 3 5 . r v t MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 EDMONDS SCHOOL DISTRICT 2015913.00 Checker Author BUILDING PERMIT 09 JANUARY 2017 FLOOR PLAN - ZONE C - ELECTRICAL E-321C 1/8" = 1'-0"1 FLOOR PLAN - ZONE C - POWER FLAG NOTES: POWER SERVED FROM CU ON ROOF . PROVIDE 1/2"-4#12 1 C C C C C C C C C C C C C GFI C C C C C C C C CC C C CC C C C C C C C C C C C C C C C C C C C C C C C C GFI C C C C CC C C C C C C C C C C C C C CC C C C C C C C C C C C C C C C C C C CC C C C C C C C C C C C C CC GFI C C GF I WP WP GF I GF I GFI WP WP WP WP WP C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C GF I GF I GF I GFI WP GF I GFI GFI C WP WP C C C C C C C C GFI GFI GFIGFI GF I GF I WP WP WP WP WP WP LC (I) 407 LC (M) 201 LC (P) 603 LC (K) 203 LC (K) 208 LC (P) 403 LC (M) 602 LC (I) 607 MECH 206 IDF 405A ELEC 405 MECH 606 MECH 406 IDF 205A LC CIRC / STORAGE 203D ELEC 205 LC CIRC / STORAGE 403A 6 5 7 119 14 13 8 10 12 E E F F H H L L J J SM GROUP SM GROUP SM GROUP 601A SM GROUP 601B LC CIRC 601C LC (M) 601 LC (DHH) 402 LC (DHH) 401 SM GROUP 401A SM GROUP 401B LC CIRC 401C LC (M) 202 SM GROUP 201A SM GROUP 201B M TLT 201CB LC CIRC 201C SM GROUPSM GROUP SM GROUP SM GROUP LC (DHH PK/K) 204 LC (K) 207 LC CIRC / STORAGE 603A IDF 605A ELEC 605 SM GROUP SM GROUP SM GROUP 203A SM GROUP 203B SM GROUP 207A SM GROUP 207B K RESOURCE ROOM LC TLT 403AB MS T L T 20 1 C A DH H T L T 40 1 C A MS TLT 601CB K TLT 203DC K TLT 203C K TLT 203DA K TLT 203DB DHH TLT 401CB LC TLT 403AA LC TLT 403AC MS T L T 60 1 C A LC TLT 603AA LC TLT 603AB LC TLT 603AC PANEL L6P PANEL L6L PANEL L6X PANEL L2P PANEL L2X PANEL L2L PANEL HMG PANEL L4P PANEL L4X PANEL L4L AT MONITOR AT MONITOR +12" 17 +12" 17 +12" 15 +12" 13 +12" 14 +12" 16 +12" 18 +12" 18 FIRE ALARM SUPPLY PANEL PANEL L6M PANEL L4M FIRE ALARM POWER SUPPLY PANEL L2M AT MONITOR AT MONITOR AT MONITOR AT MONITOR AT MONITOR AT MONITOR AT MONITOR AT MONITOR AT MONITOR AT MONITOR AT MONITOR AT MONITOR AT MONITOR AT MONITOR AT MONITORAT MONITOR PANEL HMH 1616 14 1614 27 18 18 18 29 292929 27 27 27 27 17 29 AVSAVS 13 14 25 25 25 2517 17 131515 13 15 L3P-13,15,17 L3P-14,16,18 L3P-25,27,29 26 26 26 26 L3P-26,28,30 28 28 28 30 DDC 28 28 HRU-04, 50MCA,60MOCP, 208V,3Ø L2M-8,10,12 1.25"-4#6 EWH-02,6KW,208V,1Ø +12" 12 1212 12 24 +12" 12 24 8 8 10 22 22 22 22 20 202020 7 7 +12" 10 1010 +12" 8 8 AVSAVS AVS AVS 24L2P-7,9,11 +12" 11 11 11 11 +12" 11 +12" 9 9 +12" 7 9 9 7 L3P-20,22,24 L2P-8,10,12 11 L2M-1,2,5 1"-3#12,4#10 8 33 35 12 10 L4X-7,9, 1"-4#10 L4X-8,10,12 31 31 L3P-31,33,35 SAC-02A,1MCA, 15MOCAP, 208V,1Ø SAC-02B, 1MCA, 15MOCP,208V,1Ø 1 1 UH-9.4,6KW,208V,3Ø L4M-2,4,6 28 AVS AVS AVS AVS AVSAVS AVS AVS AVS AVS AVSAVS DDC DDC 31 27 2727 3,5 27 L4M-1,3,5 1"-3#12,4#10 CP-13, 1/6HP,120V,1Ø EWH-04 6KW,208V,1Ø HRU-05,50MCA 60MOCP,208V,3Ø L4M-7,9,11 1.25"-4#6 4H-10,4.6KW,208V,3Ø L4M-2,4,6 29 25 25 25 25 L4P-25,27,29 L4P-26,28,30 SAC-05B, 1MCA,14MOCP, 208V,1Ø 1 IN PLANTER (TYP) SAC-05A 1MCA,15MOCP, 208V,1Ø 26 10 LHX-7,9 1"-4#10 L4X-8,10,12 8 12 28 30 26 26 27 26 CP-14, 1/6HP,120V,1Ø EWH-06 6KW,208V,1Ø CP-11, 1/6HP,120V,1Ø HRU-06 50MCA,60MOCP 208V,3Ø 1.25"-4#6 SAC-06B, 1MCA,14MOCP, 208V,1Ø SAC-06A 1MCA,15MOCP, 208V,1Ø 1 1 GROUPED UNDER COMMON PLATE (TYP)GROUPED UNDER COMMON PLATE (TYP)GROUPED UNDER COMMON PLATE (TYP) 3 3 1 3 1 1 3 5 5 5 5 5 19 1 31 23 23 23 23 21 21 21 21 21 19 19 L3P-19,21,23 L2P-1,3,5 6 6 6 6 6 4 2 2 4 24 2 2 L2P-2,4,6 19 11 11 11 19 11 7 9 9 7 9 9 7 7 8 8 10 10 8 10 8 10 12 1212 12 12 23 21 12 11 21 11 20 17 17 17 17 20 17 13 15 15 13 15 15 13 14 16 14 16 16 16 14 18 18 24 18 18 17 22 22 24 18 1413 L4P-14,16,18 FIRE ALARM SUPPLY PANEL L4P-20,22,24 L4P-13,15,17 L4P-19,21,23 L4P-7,9,11 L4P-8,10,12 5 5 5 5 L4P-1,3,5 5 19 1 3 1 3 3 1 3 1 23 23 23 21 21 21 21 21 19 19 6 6 6 6 6 4 2 4 4 24 2 21 L4P-2,4,6 2 27 27 4 4 2 4 2 2 4 6 6 6 6 6 21 2 L6P-2,4,6 23 23 23 23 21 21 21 21 19 19 19 5 5 5 5 5 3 1 3 3 1 1 3 L6P-1,3,5 1 10 10 8 10 8 10 8 12 12 12 23 12 12 23 21 12 21 11 11 11 19 19 11 11 11 7 11 11 711 7 78 L6P-7,9,11 14 16 16 16 14 16 14 18 18 24 18 18 20 L6P-14,16,18 14 22 18 18 22 17 17 17 20 17 20 L6P-20,22,24 L6P-13,15,17 17 15 13 15 15 13 15 13 13 20 20 2830 12 10 8 L6P-8,10,12 25 25 25 25 L6P-25,27,29 27 27 2729 29 L6P-8,10,12 PANEL HMG NORTH 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION F O R R E F E R E N C E O N L Y ZONE KEYPLAN B C1 C2 D1 D2 D3 A 1/ 6 / 2 0 1 7 1 0 : 5 5 : 0 9 A M C: \ U s e r s \ O f f i c e \ D o c u m e n t s \ 2 0 1 5 9 1 3 - M A D - E l e c - V 1 6 _ M i c h ae l F i t z m a u r i c e 7 0 3 5 . r v t MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 EDMONDS SCHOOL DISTRICT 2015913.00 Checker Author BUILDING PERMIT 09 JANUARY 2017 FLOOR PLAN - ZONE D - ELECTRICAL E-321D 1/8" = 1'-0"1 FLOOR PLAN - ZONE D - POWER FLAG NOTES: POWER SERVED FROM CU ON ROOF . PROVIDE 1/2"-4#12 1 DN 2 G OPEN TO GYM BELOW D.4 AHU-08 (4)3.3KW-32.3MCA-35MOCP-480V-3Ø AHU-07 (4)3.3KW-21MCA-25MOCP-480V-3Ø AHU-06 1.7KW-2.8MCA-15MOCP-480V-3Ø AHU-05 (2)3.3KW-10.5MCA-15MOCP-480V-3Ø EF-04 3/4HP-120V-1Ø AHU-03 1.7KW-5.8MCA-15MOCP-480V-3ØFCU-02FCU-01 AHU-02 1.7KW-2.8MCA-15MOCP-480V-3Ø AHU-01 1.7KW-2.8MCA-15MOCP-480V-3Ø AHU-04 1.7KW-2.8MCA-15MOCP-480V-3Ø DDC DDC T T TRANSFORMER L1 TRANSFORMER L2 NORTH 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION F O R R E F E R E N C E O N L Y ZONE KEYPLAN B C1 C2 D1 D2 D3 A 1/ 6 / 2 0 1 7 1 0 : 5 5 : 1 0 A M C: \ U s e r s \ O f f i c e \ D o c u m e n t s \ 2 0 1 5 9 1 3 - M A D - E l e c - V 1 6 _ M i c h ae l F i t z m a u r i c e 7 0 3 5 . r v t MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 EDMONDS SCHOOL DISTRICT 2015913.00 Checker Author BUILDING PERMIT 09 JANUARY 2017 FLOOR PLAN - MEZZANINE - POWER E-322 1/8" = 1'-0"1 FLOOR PLAN - MECHANICAL LEVEL - POWER 2 3 E F H L K G F.8 J 1" / 1 2 " OPEN TO COURTYARD OPEN TO COURTYARD RIDGE RIDGE 1.1 2.3 D.5 DASHED LINE INDICATES BUILDING FOOTPRINT 2.2 F.9 1" / 1 2 " 1 1 / 2 " / 1 2 " 1" / 1 2 " 1" / 1 2 " 1" / 1 2 " 1" / 1 2 " SKYLIGHT - TYP. DS DS DS DS DS DS 4' - 9 1/4" 11' - 6" 2' - 2 1 3 / 1 6 " 2' - 0" 6' - 6 " 4 ' - 0 " 1' - 0" 11' - 6" 4' - 4 1 / 4 " 10 ' - 6 " 2' - 6 " 4" 1.2 SCU-07 13MCA- 20MOCP-208V-1Ø NORTH 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION F O R R E F E R E N C E O N L Y ZONE KEYPLAN B C1 C2 D1 D2 D3 A 1/ 6 / 2 0 1 7 1 0 : 5 5 : 1 3 A M C: \ U s e r s \ O f f i c e \ D o c u m e n t s \ 2 0 1 5 9 1 3 - M A D - E l e c - V 1 6 _ M i c h ae l F i t z m a u r i c e 7 0 3 5 . r v t MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 EDMONDS SCHOOL DISTRICT 2015913.00 Checker Author BUILDING PERMIT 09 JANUARY 2017 ROOF PLAN - ZONE A - POWER E-331A 1/8" = 1'-0"1 ROOF PLAN - ZONE A - POWER 1 2 3 4 5 A D C.2 1" / 1 2 " 1.1 2.3 A.3 D.5 RIDGE RIDGE DASHED LINE INDICATES BUILDING FOOTPRINT 2.2 D.4 1 1 / 2 " / 1 2 " 1 1 / 2 " / 1 2 " 1" / 1 2 " 1" / 1 2 " ROOF ACCESS HATCH TO MECHANICAL LEVEL DSDSDS DS DSDS 2 HR FIRE WALL SEPARATION AND SEISMIC JOINT (SEE STRUCTURAL) 1' HR ASSEMBLY AT DECKING 7' - 0" 2' - 6 " 9 3/8" 4' - 9 1 / 4 " 2' - 2 1 3 / 1 6 " 2' - 0" 11 ' - 6 " 6 " 11 ' - 6 " 1' - 0" 11' - 6" 21' - 10 3/4" 9 3 / 8 " 4' - 8 3/4" 3.4 1.2 EF-02 1/4HP-120V-1Ø EF-01 1/2HP-120V-1Ø SCU-01 13MCA-20MOCP-208V-1Ø NORTH 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION F O R R E F E R E N C E O N L Y ZONE KEYPLAN B C1 C2 D1 D2 D3 A 1/ 6 / 2 0 1 7 1 0 : 5 5 : 1 8 A M C: \ U s e r s \ O f f i c e \ D o c u m e n t s \ 2 0 1 5 9 1 3 - M A D - E l e c - V 1 6 _ M i c h ae l F i t z m a u r i c e 7 0 3 5 . r v t MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 EDMONDS SCHOOL DISTRICT 2015913.00 Checker Author BUILDING PERMIT 09 JANUARY 2017 ROOF PLAN - ZONE B - POWER E-331B 1/8" = 1'-0"1 ROOF PLAN - ZONE B - POWER 6 8 10 12 A D B C SKYLIGHT - TYP. RIDGE RIDGE DASHED LINE INDICATES BUILDING FOOTPRINT 1 1 / 2 " / 1 2 " 1" / 1 2 " 1 1 / 2 " / 1 2 " 1" / 1 2 " DS DS 7' - 0" 11 ' - 6 " 7' - 0"7' - 0"7' - 0" 2' - 6 " 11 ' - 6 " 6 " 2' - 6 " 11 ' - 6 " 11 ' - 6 " 6 " SCU-02 31MCA-44MOCP-208V-1Ø SCU-03 31MCA-44MOCP-208V-1Ø SCU-02,31MCA, 44MOCP,208V,1Ø L3M-8,10 1"-4#8 (ROOF) NORTH 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION F O R R E F E R E N C E O N L Y ZONE KEYPLAN B C1 C2 D1 D2 D3 A 1/ 6 / 2 0 1 7 1 0 : 5 5 : 2 0 A M C: \ U s e r s \ O f f i c e \ D o c u m e n t s \ 2 0 1 5 9 1 3 - M A D - E l e c - V 1 6 _ M i c h ae l F i t z m a u r i c e 7 0 3 5 . r v t MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 EDMONDS SCHOOL DISTRICT 2015913.00 Checker Author BUILDING PERMIT 09 JANUARY 2017 ROOF PLAN - ZONE C - POWER E-331C 1/8" = 1'-0"1 ROOF PLAN - ZONE C - POWER SEE -/--- SEE -/--- 6 5 7 119 1413 8 10 12 E F H J SKYLIGHT - TYP. RIDGERIDGERIDGE DASHED LINE INDICATES BUILDING FOOTPRINT 1" / 1 2 " 1 1 / 2 " / 1 2 " 1" / 1 2 " 1 1 / 2 " / 1 2 " OPEN TO COURTYARD DS DS DS OPEN TO COURTYARD 2' - 6 " 7' - 0"7' - 0"7' - 0"7' - 0"7' - 0"7' - 0" 2' - 6 " 7' - 6 " 2' - 6 " 2' - 6 " 2' - 6 " 7' - 6 " 2' - 6 " 2' - 6 " 2' - 6 " SCU-04 31MCA-44MOCP-208V-1Ø SCU-05 31MCA-44MOCP-208V-1Ø SCU-06 31MCA-44MOCP-208V-1Ø SCU-02 31MCA,44MOCP, 208V,1Ø (ROOF) SCU-05, 31MCA,44MOCP, 208V,1Ø L3M-8,10 1"4#8 (ROOF) SCU-06, 31MCA,44MOCP, 208V,1Ø 1"4#8 (ROOF) NORTH 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION F O R R E F E R E N C E O N L Y ZONE KEYPLAN B C1 C2 D1 D2 D3 A 1/ 6 / 2 0 1 7 1 0 : 5 5 : 2 5 A M C: \ U s e r s \ O f f i c e \ D o c u m e n t s \ 2 0 1 5 9 1 3 - M A D - E l e c - V 1 6 _ M i c h ae l F i t z m a u r i c e 7 0 3 5 . r v t MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 EDMONDS SCHOOL DISTRICT 2015913.00 Checker Author BUILDING PERMIT 09 JANUARY 2017 ROOF PLAN - ZONE D - POWER E-331D 1/8" = 1'-0"1 ROOF PLAN - ZONE D - POWER 2 WA P S S S S S S S 3 3 S S S V V V WAP 2 3 V S WP 3 S WAP 2 S V S S S S V V V V 3 3 3 3 WAP 2 WAP 2 WAP 2 WAP 2 WAP 2 S WAP 2 SSS 3 3 S V 3 WAP 2 WAP 2 V S 3 3 2 3 3 S SV V WAP 2 AV1 AVM 3 S V WAP 2 3 3 3 3 3 WAP 2 WAP 2 WAP 2 S S S V V V S V SWP AV M S S 2 S I 2 2 2 S S V V 2 2 2 S VS S 2WA P S S 3 2WA P AV G 2 S AVG1 2 V S S S S S S S V 2 WA P SWP S AV G 3 2 2 WA P AVP AL WM P PL I S S S WP WAP 2 V V V HALLWAY GYM 100D GYM 107 2 2 3 3 E E F F H H L L KK GG F.8 J J RISERS 107D RECEPTION OFFICE 101 COT ROOM 101D STAFF LOUNGE 101P PROF. DEVELOPMENT 101T WORK ROOM 101M HEALTH CLINIC 101B LEARNING SUPPORT 102 P. OFFICE 101S A.P. OFFICE 101R OFFICE MGR 101C CONFERENCE 101A DEAN OF STUDENTS 101E LOBBY 100A TLT 101DA HALLWAY ADMIN 101U TLT 101H CUST 101MA DHH REC / INTERPRET 101Q DH H OF F I C E 10 1 L DH H OF F I C E 10 1 N HALLWAY GYM 100E HALLWAY COMMONS 100C COUNSELOR 103 SECURITY ENTRANCE 100 DEN 104 TLT 104A TLT 106 HALLWAY DEN 100B IDF 101F 1.1 1.1 D.5 D.5 SLP 108 AUDIO / DHH SLP 110 DHH PSYCH / COUNS 109 OTPT 111 VESTIBULE COMMONS 100F RECORD STORAGE 101K ELEC 101G LEARNING SUPPORT 102B TLT 105 TLT 101J 2.2 F.9 LEARNING SUPPORT 102A MECH STAIR S1 1.2 1.2 PANEL HC PANEL LC IDFB PROVIDE CONFERENCE AV SYSTEM VIDEO INTERCOM MASTER AT MONITOR PROVIDE CONFERENCE AV SYSTEM ABOVE COUNTER CT CT (6)2" FRONT OF BLEACHERS 16' X 10' POWERED SCREEN VOICE INTERCOM STATION PROVIDE GYM AV SYSTEM AT LFD AT LFD GYM CONTROL PANEL NORTH 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION F O R R E F E R E N C E O N L Y ZONE KEYPLAN B C1 C2 D1 D2 D3 A 1/ 6 / 2 0 1 7 1 0 : 5 5 : 2 7 A M C: \ U s e r s \ O f f i c e \ D o c u m e n t s \ 2 0 1 5 9 1 3 - M A D - E l e c - V 1 6 _ M i c h ae l F i t z m a u r i c e 7 0 3 5 . r v t MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 EDMONDS SCHOOL DISTRICT 2015913.00 Checker Author BUILDING PERMIT 09 JANUARY 2017 FLOOR PLAN - ZONE A - COMM E-421A 1/8" = 1'-0"1 FLOOR PLAN - ZONE A - COMM H1E1 D D WAP 2 AVS WAP 2 AVS AV M AV 3 AV 2 AV 1 2 2 2 2 S V S 2 AVM AV1 AV3 2 AV 2 3 2AV1AV3 2 AV2S AVM WAP 2 AVS WAP 2 22 WAP 2AVS AV 3 AV M 2 AV 2 S 3 2 S WP S S AV C 1 2WA P 2 2 V V V CP P AVP WM AL S V 3 2 2 2 WAP 2 2 WAP 2 WA P 2 AV C 2 V S S SS SS 2 WAP 2 WA P 2 S V V SWP V V 2 2 S S S S S S S V V 2 2 2 2 22 V V 2 WAP 2 WAP 2 WAP 2 WAP S WP S AV S AV M AV2 AV S AV M S S 3 2WA P AV G 2 VSS S 2 2 WA P AL WM S S 2WA P S S S 3 S S S S 2 V S WP 2 V V 2 S S S S SSSS S 2 2 AVM AVG4 CP S 2 AV1 S S RM RM RM RM RM RM RM RM 2AV2 AV1 S S AV 1 2 2 2 S LIBRARY 131 SCI PREP 136A SM GROUP 134A LC (DHH) 134 DRY STOR 117B CUSTODIAL / RECIEVING 126 BAND 121 ORCH 123 BOILER/MECH 125 F. RISER 125A MUSIC 122 INST STOR 124 SERVERY 115A COMMONS 115 OFFICE/ WORKROOM 1 1 2 2 3 3 4 5 A A D D C.2 RISERS 107D HALLWAY GYM 100E MUSIC OFFICE / STOR 124D PRACTICE 124C PRACTICE 121B PRACTICE 121A HALLWAY LIBRARY 140 1.1 1.1 2.3 A.3 D.5 D.5 ELEC 133A WALK-IN FREEZER 117A ELEC 128 HALLWAY CUST 130 VESTIBULE COMMONS 100F MDF 133B BOOK STORAGE 131B TLT 132A GREEN ROOM 131C PE STORAGE 107B MECH 129 PARENT ROOM 132 TLT 135 MIT OFFICE 132B 2.2 D.4 GYM VESTIBULE 112 COMMUNITY STOR 114 TLT 113A GYM OFFICE 113 COMMONS STORAGE 127 KILN LC (M SCI) 136 HALLWAY MUSIC 120 MECH STAIR S2 TLT 116 TLT 118A TLT 118B TLT 118C KITCHEN 117 3.4 1.2 1.2 SM GROUP 131A ACCESS CONTROL POWER SUPPLY SECURITY PANEL (SP) CT CT CT 16' X 10' POWERED SCREEN SEE KITCHEN PLANS. E3.41 COMMONS AV RACK GYM AV RACK (AV-G) AT MONITOR AT MONITOR 16' X 10' POWERED SCREEN (6)2" (6)2" (2)2" MDF1 PROVIDE CLASSROOM AV SYSTEM PROVIDE CLASSROOM AV SYSTEM POS IB AV-G PROVIDE GYM AV SYSTEM AV RACK MUSIC (AV-M) SIDE OF MONITOR PROVIDE MUSIC AV SYSTEM. PROVIDE MUSIC AV SYSTEM. AV RACK MUSIC (AV-M) SIDE OF MONITOR PANEL LB MAIN SWITCHBOARD METERS PANEL HA LVR HA PANEL LXA DIST EM PANEL HXA PANEL LXEA PANEL HXEA DIST L1 PANEL LA T T AT ENERGY DASHBOARD AT MONITOR NORTH 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION F O R R E F E R E N C E O N L Y ZONE KEYPLAN B C1 C2 D1 D2 D3 A 1/ 6 / 2 0 1 7 1 0 : 5 5 : 3 0 A M C: \ U s e r s \ O f f i c e \ D o c u m e n t s \ 2 0 1 5 9 1 3 - M A D - E l e c - V 1 6 _ M i c h ae l F i t z m a u r i c e 7 0 3 5 . r v t MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 EDMONDS SCHOOL DISTRICT 2015913.00 Checker Author BUILDING PERMIT 09 JANUARY 2017 FLOOR PLAN - ZONE B - COMM E-421B 1/8" = 1'-0"1 FLOOR PLAN - ZONE B - COMM 2 AV3 AVM AV3 AVM 2 2 22 2 2 AV2AV1AV1AV2 S S 2 2 AV3 AVM AV3 AVM 2222 2 2 AV2 AV1 AV1 AV2 SS 22 AVS WAP 2 AVS WAP 2 AVS WAP 2 AVS WAP 2 SWP S WP S WP S WP AV3 AVM AV3 AVM 2 2 22 2 2 AV2AV1AV1AV2 S S 2 2 AV3 AVM AV3 AVM 2222 2 2 AV2 AV1 AV1 AV2 SS 22 AVS WAP 2 AVS WAP 2 AVS WAP 2 AVS WAP 2 2 2 V V V SS WAP 2 WAP 2 2 V 2 V2V V S WP 2 WAP 2 WA P S WP S WPV 2 WA P LC (P) 301 LC (I) 305 LC (I) 505 LC (P) 501 MECH 304 MECH 504 6 8 10 12 A A D D B B C C LC TLT 301AB LC TLT 301AA LC CIRC / STORAGE 301AIDF 303A ELEC 303 LC CIRC / STORAGE 501A IDF 503A ELEC 503 SM GROUP SM GROUP SM GROUP SM GROUP SM GROUPSM GROUPSM GROUPSM GROUP LC TLT 301AC LC TLT 501AC LC TLT 501AB LC TLT 501AA PANEL L5P PANEL L5L PANEL L5X IDF D PANEL HMH AT MONITOR AT MONITOR AT MONITOR AT MONITOR AT MONITOR AT MONITOR AT MONITOR AT MONITOR IDF C PANEL L5M FIRE ALARM POWER SUPPLY CT CT CT (4)2" (4)2" DDCDDC CT CT CT (4)2" (4)2" PANEL L3L PANEL L3X FIRE ALARM POWER SUPPLY PANEL L3M PANEL L3P TYPE AC FIRE TRCATED PLYWOOD AROUND ROOM TO +8' NORTH 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION F O R R E F E R E N C E O N L Y ZONE KEYPLAN B C1 C2 D1 D2 D3 A 1/ 6 / 2 0 1 7 1 0 : 5 5 : 3 2 A M C: \ U s e r s \ O f f i c e \ D o c u m e n t s \ 2 0 1 5 9 1 3 - M A D - E l e c - V 1 6 _ M i c h ae l F i t z m a u r i c e 7 0 3 5 . r v t MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 EDMONDS SCHOOL DISTRICT 2015913.00 Checker Author BUILDING PERMIT 09 JANUARY 2017 FLOOR PLAN - ZONE C - COMM E-421C 1/8" = 1'-0"1 FLOOR PLAN - ZONE C - COMM AV3 AVM AV3 AVM 2 2 2 22 2 2 2 2 AV1AV1AV2 S S V S 2 S V AV3 AVM AV3 AVM 2 2 2 22 2 2 2 2 AV2AV3AV1 S S V S 2 S V AV3 AVM AV3 AVM 22222 2 2 2 2 AV2 AV1 AV1 AV2 S S V S 2 S V AV3 AVM AV3 AVM 2 2 2 22 2 2 2 2 AV1AV1AV2 S S V S 2 S V AV3 AVM AV3 AVM 2 2 22 2 2 AV2AV1AV1AV2 S S 2 2 AV3 AVM AV3 AVM 2222 2 2 AV2 AV1 AV1 AV2 SS 22 AV3 AVM AV3 AVM 2 2 2 22 2 2 2 2 AV1AV1AV2 S S V S 2 S V AV3 AVM AV3 AVM 2 2 22 2 2 AV2AV1AV1AV2 S S 2 2 AV3 AVM AV3 AVM 2222 2 2 AV2 AV1 AV1 AV2 SS 22 22 AVS WAP 2 WAP 2 AVS WAP 2 WAP 2 WAP 2 WAP 2 AVSAVS AVS AVS WAP 2 WAP 2 WAP 2 WAP 2 AVSAVS WAP 2 WAP 2 AVS AVS AVS WAP 2 WAP 2 AVS WAP 2 WAP 2 WAP 2WAP 2 WAP 2 WAP 2 WAP 2 WAP 2 AVSAVS AVS AVS AVS AVS 2 V V V V S WP SWP SWP S WP SWP 2 S WP S WP WAP 2 WAP 2 V V AV2 AV2 AV2 AV1 S S S WAP 2 WAP 2WAP 2 2 V V 2 WA P 2V 2 V 2 WA P 2 WA P 2 WAP V V S V 2 S S S S S LC (I) 407 LC (M) 201 LC (P) 603 LC (K) 203 LC (K) 208 LC (P) 403 LC (M) 602 LC (I) 607 MECH 206 IDF 405A ELEC 405 MECH 606 MECH 406 IDF 205A LC CIRC / STORAGE 203D ELEC 205 LC CIRC / STORAGE 403A 6 5 7 119 14 13 8 10 12 E E F F H H L J J SM GROUP SM GROUP SM GROUP 601A SM GROUP 601B LC CIRC 601C LC (M) 601 LC (DHH) 402 LC (DHH) 401 SM GROUP 401A SM GROUP 401B LC CIRC 401C LC (M) 202 SM GROUP 201A SM GROUP 201B M TLT 201CB LC CIRC 201C SM GROUPSM GROUP SM GROUP SM GROUP LC (DHH PK/K) 204 LC (K) 207 LC CIRC / STORAGE 603A IDF 605A ELEC 605 SM GROUP SM GROUP SM GROUP 203A SM GROUP 203B SM GROUP 207A SM GROUP 207B K RESOURCE ROOM LC TLT 403AB MS T L T 20 1 C A DH H T L T 40 1 C A MS TLT 601CB K TLT 203DC K TLT 203C K TLT 203DA K TLT 203DB DHH TLT 401CB LC TLT 403AA LC TLT 403AC MS T L T 60 1 C A LC TLT 603AA LC TLT 603AB LC TLT 603AC PANEL L2P PANEL L2X PANEL L2L IDF E PANEL HMG IDF F IDF G PANEL L6P PANEL L6L PANEL L6X PANEL HMH PANEL L4P PANEL L4L PANEL L4X FIRE ALARM POWER SUPPLY PANEL L2M FIRE ALARM SUPPLY PANEL PANEL L4M FIRE ALARM SUPPLY PANEL PANEL L6M AT MONITOR AT MONITOR AT MONITOR AT MONITOR AT MONITOR AT MONITOR AT MONITOR AT MONITOR AT MONITOR AT MONITOR AT MONITORAT MONITOR AT MONITOR AT MONITOR AT MONITOR AT MONITOR AT MONITOR AT MONITOR CT CT CT (4)2" DDC DDC DDC CT CT CT (4)2" CT CT CT (4)2" (4)2"(4)2" (6)2" (3)2"(3)2"(3)2" NORTH 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION F O R R E F E R E N C E O N L Y ZONE KEYPLAN B C1 C2 D1 D2 D3 A 1/ 6 / 2 0 1 7 1 0 : 5 5 : 3 6 A M C: \ U s e r s \ O f f i c e \ D o c u m e n t s \ 2 0 1 5 9 1 3 - M A D - E l e c - V 1 6 _ M i c h ae l F i t z m a u r i c e 7 0 3 5 . r v t MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 EDMONDS SCHOOL DISTRICT 2015913.00 Checker Author BUILDING PERMIT 09 JANUARY 2017 FLOOR PLAN - ZONE D - COMM E-421D 1/8" = 1'-0"1 FLOOR PLAN - ZONE D - COMM 2 2 2 G D.4 DDC DDC NORTH 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION F O R R E F E R E N C E O N L Y ZONE KEYPLAN B C1 C2 D1 D2 D3 A 1/ 6 / 2 0 1 7 1 0 : 5 5 : 3 6 A M C: \ U s e r s \ O f f i c e \ D o c u m e n t s \ 2 0 1 5 9 1 3 - M A D - E l e c - V 1 6 _ M i c h ae l F i t z m a u r i c e 7 0 3 5 . r v t MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 EDMONDS SCHOOL DISTRICT 2015913.00 Checker Author BUILDING PERMIT 09 JANUARY 2017 FLOOR PLAN - MEZZANINE - COMM E-422 1/8" = 1'-0"1 FLOOR PLAN - MECHANICAL LEVEL - COMM MS S MS REX REX EL ELEL EL S CR CR DS DS DS DS EL EL EL EL CR EL DS REX DS DS DS DS DS WP MS MS REX WP WP HALLWAY GYM 100D GYM 107 2 2 3 3 E E F F H H L L KK GG F.8 J J RISERS 107D RECEPTION OFFICE 101 COT ROOM 101D STAFF LOUNGE 101P PROF. DEVELOPMENT 101T WORK ROOM 101M HEALTH CLINIC 101B LEARNING SUPPORT 102 P. OFFICE 101S A.P. OFFICE 101R OFFICE MGR 101C CONFERENCE 101A DEAN OF STUDENTS 101E LOBBY 100A TLT 101DA HALLWAY ADMIN 101U TLT 101H CUST 101MA DHH REC / INTERPRET 101Q DH H OF F I C E 10 1 L DH H OF F I C E 10 1 N HALLWAY GYM 100E HALLWAY COMMONS 100C COUNSELOR 103 SECURITY ENTRANCE 100 DEN 104 TLT 104A TLT 106 HALLWAY DEN 100B IDF 101F 1.1 1.1 D.5 D.5 SLP 108 AUDIO / DHH SLP 110 DHH PSYCH / COUNS 109 OTPT 111 VESTIBULE COMMONS 100F RECORD STORAGE 101K ELEC 101G LEARNING SUPPORT 102B TLT 105 TLT 101J 2.2 F.9 LEARNING SUPPORT 102A MECH STAIR S1 1.2 1.2 PANEL HC PANEL LC FA SP SP FA FA FA FA FA FA FA FA FA FA FA FAFAFAFA FA FA FA SP, AC SP, AC FA FA FA FA FA SP, AC FA FA FA SPSP FA FA FA FA FA FA FA FAFA FA FA NORTH 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION F O R R E F E R E N C E O N L Y ZONE KEYPLAN B C1 C2 D1 D2 D3 A 1/ 6 / 2 0 1 7 1 0 : 5 5 : 3 8 A M C: \ U s e r s \ O f f i c e \ D o c u m e n t s \ 2 0 1 5 9 1 3 - M A D - E l e c - V 1 6 _ M i c h ae l F i t z m a u r i c e 7 0 3 5 . r v t MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 EDMONDS SCHOOL DISTRICT 2015913.00 Checker Author BUILDING PERMIT 09 JANUARY 2017 FLOOR PLAN - ZONE A - ESS E-521A 1/8" = 1'-0"1 FLOOR PLAN - ZONE A - ESS H1E1 D D DS DS WPDS DS EL EL EL EL MS REX DS DS EL CR REX S DS DS EL EL DS DS EL EL REX CR WP DS DS EL EL MS CR MS MS S LIBRARY 131 SCI PREP 136A SM GROUP 134A LC (DHH) 134 DRY STOR 117B CUSTODIAL / RECIEVING 126 BAND 121 ORCH 123 BOILER/MECH 125 F. RISER 125A MUSIC 122 INST STOR 124 SERVERY 115A COMMONS 115 OFFICE/ WORKROOM 1 1 2 2 3 3 4 5 A A D D C.2 RISERS 107D HALLWAY GYM 100E MUSIC OFFICE / STOR 124D PRACTICE 124C PRACTICE 121B PRACTICE 121A HALLWAY LIBRARY 140 1.1 1.1 2.3 A.3 D.5 D.5 ELEC 133A WALK-IN FREEZER 117A ELEC 128 HALLWAY CUST 130 VESTIBULE COMMONS 100F MDF 133B BOOK STORAGE 131B TLT 132A GREEN ROOM 131C PE STORAGE 107B MECH 129 PARENT ROOM 132 TLT 135 MIT OFFICE 132B 2.2 D.4 GYM VESTIBULE 112 COMMUNITY STOR 114 TLT 113A GYM OFFICE 113 COMMONS STORAGE 127 KILN LC (M SCI) 136 HALLWAY MUSIC 120 MECH STAIR S2 TLT 116 TLT 118A TLT 118B TLT 118C KITCHEN 117 3.4 1.2 1.2 SM GROUP 131AACCESS CONTROL POWER SUPPLYSECURITY PANEL (SP) FIRE ALARM PANEL & MAIN VOICE STATION (FACP) SP SP, AC FA FA FA FA FA FA FA FA FA FA FA FA FA FA FA FA FA FA SP, AC FA FA SP FA FA FA FA FA FA FA SP, AC FA FA FA FA FA FA FA FA FA FAFA SP FACP FA CONNECT ALL WET & DRY SPRINKLERS, SUPERVISORY SWITCHES, AND DRY LOW AIR SWITCHES. PANEL LB T T MAIN SWITCHBOARD METERS PANEL HA LVR HA PANEL LXA PANEL HXA PANEL LXEA PANEL HXEA DIST EM PANEL LA DIST L1 NORTH 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION F O R R E F E R E N C E O N L Y ZONE KEYPLAN B C1 C2 D1 D2 D3 A 1/ 6 / 2 0 1 7 1 0 : 5 5 : 4 1 A M C: \ U s e r s \ O f f i c e \ D o c u m e n t s \ 2 0 1 5 9 1 3 - M A D - E l e c - V 1 6 _ M i c h ae l F i t z m a u r i c e 7 0 3 5 . r v t MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 EDMONDS SCHOOL DISTRICT 2015913.00 Checker Author BUILDING PERMIT 09 JANUARY 2017 FLOOR PLAN - ZONE B - ESS E-521B 1/8" = 1'-0"1 FLOOR PLAN - ZONE B - ESS WP WP WP WP WP MS MS MS MS S S DS DSDS DSDS DS DS DS DS DS DS MS DS MS MS DSMS CR DS DS EL LC (P) 301 LC (I) 305 LC (I) 505 LC (P) 501 MECH 304 MECH 504 6 8 10 12 A A D D B B C C LC TLT 301AB LC TLT 301AA LC CIRC / STORAGE 301AIDF 303A ELEC 303 LC CIRC / STORAGE 501A IDF 503A ELEC 503 SM GROUP SM GROUP SM GROUP SM GROUP SM GROUPSM GROUPSM GROUPSM GROUP LC TLT 301AC LC TLT 501AC LC TLT 501AB LC TLT 501AA FIRE ALARM POWER SUPPLY PANEL L5L PANEL L5X PANEL L5P PANEL L5M PANEL L3X PANEL L3L FIRE ALARM POWER SUPPLY PANEL L3P PANEL L3M FA FA FA FA FA FA FA FA SP SP PANEL HMH FA FA FA SP FA SP SP SP,AC FA SP FACP FA FA FA FA FA FA FA SP SP FA FA SP SP PANEL HMD NORTH 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION F O R R E F E R E N C E O N L Y ZONE KEYPLAN B C1 C2 D1 D2 D3 A 1/ 6 / 2 0 1 7 1 0 : 5 5 : 4 3 A M C: \ U s e r s \ O f f i c e \ D o c u m e n t s \ 2 0 1 5 9 1 3 - M A D - E l e c - V 1 6 _ M i c h ae l F i t z m a u r i c e 7 0 3 5 . r v t MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 EDMONDS SCHOOL DISTRICT 2015913.00 Checker Author BUILDING PERMIT 09 JANUARY 2017 FLOOR PLAN - ZONE C - ESS E-521C 1/8" = 1'-0"1 FLOOR PLAN - ZONE C - ESS DS DS DS DS DS DS DS DSDS DS DS DS DS DS DS DS MS MS MS S MS MS MSMS MS MS DS DSDS DS DS DS DS MS MS MSMS MS MS WP WP WP WP DS WP DS SS WP WP MS MS MS DS DS CR LC (I) 407 LC (M) 201 LC (P) 603 LC (K) 203 LC (K) 208 LC (P) 403 LC (M) 602 LC (I) 607 MECH 206 IDF 405A ELEC 405 MECH 606 MECH 406 IDF 205A LC CIRC / STORAGE 203D ELEC 205 LC CIRC / STORAGE 403A 6 5 7 119 14 13 8 10 12 E E F F H H L J J SM GROUP SM GROUP SM GROUP 601A SM GROUP 601B LC CIRC 601C LC (M) 601 LC (DHH) 402 LC (DHH) 401 SM GROUP 401A SM GROUP 401B LC CIRC 401C LC (M) 202 SM GROUP 201A SM GROUP 201B M TLT 201CB LC CIRC 201C SM GROUPSM GROUP SM GROUP SM GROUP LC (DHH PK/K) 204 LC (K) 207 LC CIRC / STORAGE 603A IDF 605A ELEC 605 SM GROUP SM GROUP SM GROUP 203A SM GROUP 203B SM GROUP 207A SM GROUP 207B K RESOURCE ROOM LC TLT 403AB MS T L T 20 1 C A DH H T L T 40 1 C A MS TLT 601CB K TLT 203DC K TLT 203C K TLT 203DA K TLT 203DB DHH TLT 401CB LC TLT 403AA LC TLT 403AC MS T L T 60 1 C A LC TLT 603AA LC TLT 603AB LC TLT 603AC FA SPSP PANEL HMH PANEL L6P PANEL L6X PANEL L6L FA FA FA FA FA SC SPSP FA FA FASP FA FA FA FA FAFASC SP SC FA SP SP PANEL L4X PANEL L4L PANEL L4P FA FA FA FASP FA FA FA SP SC FAFASP SP FA FA FA FA FA FA SP SP FA FA FA FA FA FA PANEL HMG SC SP FAFA PANEL L6M FIRE ALARM SUPPLY PANEL FIRE ALARM SUPPLY PANELFIRE ALARM POWER SUPPLY PANEL L2L PANEL L2X PANEL L2P PANEL L2M FACPFACPPANEL L4MFACP FAFA FA SP FA FA FA FA FA FA FA FAFA SP SP SP,AC PANEL HMG NORTH 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION F O R R E F E R E N C E O N L Y ZONE KEYPLAN B C1 C2 D1 D2 D3 A 1/ 6 / 2 0 1 7 1 0 : 5 5 : 4 6 A M C: \ U s e r s \ O f f i c e \ D o c u m e n t s \ 2 0 1 5 9 1 3 - M A D - E l e c - V 1 6 _ M i c h ae l F i t z m a u r i c e 7 0 3 5 . r v t MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 EDMONDS SCHOOL DISTRICT 2015913.00 Checker Author BUILDING PERMIT 09 JANUARY 2017 FLOOR PLAN - ZONE D - ESS E-521D 1/8" = 1'-0"1 FLOOR PLAN - ZONE D - ESS S S S S S S S S S 2 G D.4 D D D D D D D D D FACP FAN SHUTDOWN (TYP) NORTH 1 2 3 4 5 6 D C B A 1 2 3 4 5 6 D C B A COPYRIGHT MAHLUM ARCHITECTS, INC. 2011 ORIGINAL SHEET SIZE: 30"x42" ISSUE: PROJECT NO: DRAWN BY: CHECKED BY: ISSUE DATE: EE MARK DATE DESCRIPTION F O R R E F E R E N C E O N L Y ZONE KEYPLAN B C1 C2 D1 D2 D3 A 1/ 6 / 2 0 1 7 1 0 : 5 5 : 4 7 A M C: \ U s e r s \ O f f i c e \ D o c u m e n t s \ 2 0 1 5 9 1 3 - M A D - E l e c - V 1 6 _ M i c h ae l F i t z m a u r i c e 7 0 3 5 . r v t MADRONA SCHOOL REPLACEMENT 9300 236TH ST. SW, EDMONDS, WA 98020 EDMONDS SCHOOL DISTRICT 2015913.00 Author BUILDING PERMIT 09 JANUARY 2017 FLOOR PLAN - MEZZANINE - ESS E-522 1/8" = 1'-0"1 FLOOR PLAN - MECHANICAL LEVEL - ESS CUSTODIAL / RECIEVING 126 COMMONS 115 ELEC 128 PE STORAGE 107B MECH 129 PA R E N T RO O M MIT OFFICE 132B TLT 132AKILN COMMONS STORAGE 127 KITCHEN SERVERY DRY STOR 1 FIRST FLOOR - KITCHEN EQUIPMENT PLAN MARK DATE DESCRIPTION 920 SF KITCHEN CUSTODIAL / RECIEVING 126 BAND 121 COMMONS 115 ELEC 128 PE STORAGE 107B KILN COMMONS STORAGE 127 1 FIRST FLOOR - KITCHEN PLUMBING PLAN MARK DATE DESCRIPTION 920 SF KITCHEN CUSTODIAL / RECIEVING 126 BAND 121 COMMONS 115 MECH STAIR S2 ELEC 128 PE MECH 129 MIT OFFICE 132B KILN COMMONS STORAGE 127 1 FIRST FLOOR - KITCHEN MECHANICAL PLAN MARK DATE DESCRIPTION 920 SF KITCHEN CUSTODIAL / RECIEVING 126 COMMONS 115 ELEC 128 PE STORAGE 107B KILN COMMONS STORAGE 127 1 FIRST FLOOR - KITCHEN ELECTRICAL/REFRIGERATION PLAN MARK DATE DESCRIPTION T J 2776759 MASTER DRAWING JDC-85 Ma d r o n a K - 8 S c h o o l 11 2 1 3 3 r d A v e , Se a t t l e O f f i c e 13 0 9 P a c i f i c A v e , E v e r e t t , W A , 9 8 2 0 1 P H O N E : ( 4 2 5 ) 2 1 2 - 5 9 9 6 F A X : ( 4 2 5 ) 2 1 2 - 5 9 9 8 E M A I L : r e g 8 5 @ c a p t i v e a i r e . c o m SE A T T L E , W A , 9 8 1 2 2 1 FIRST FLOOR - KITCHEN CANOPY HOOD DETAILS MARK DATE DESCRIPTION 1 FIRST FLOOR - KITCHEN WALK-IN DETAILS MARK DATE DESCRIPTION