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APPROVED BLD FIR PLN RESUB1 BLD2024-0361+Architectural_or_Building_Floor_Plans+5.9.2024_7.17.01_AM+4246187PROJECT DIRECTORY CLIENT ARCHITECT OHANA GROWTH MJM ARCHITECTS PARTNERS 212 WEST PADON IA RD. TIMONIUM, MD 21093 BILL FLAX (443) 418-9019 bill.flax@ohanagp.com VICINITY MAP N � la t ?I:SW-^ F nn I n st sw� r_ 0 2498 SIDCO DR. NASHVILLE, TN 37204 GRETCHEN FISHER (615) 244-8170 g.fisher@mjmarch.com MP&E BENCHMARK GROUP, INC 1805 N 2ND STREET ROGERS, AR 72756 (479) 636-5004 BRENT WATKINS bkw@teamofchoice.com BRIAN GOINES bcg@teamofchoice.com ABBREVIATIONS AB ANCHOR BOLT E- L L _ ACOUST ACOUSTICAL f ~ AFF ABOVE FINISH FLOOR C ALT ALTERNATE / ALUM ALUMINUM � APPROX APPROXIMATELY 9 ARCH ARCHITECT/ARCHITECTURAL /1 BD BOARD n -- BLDG BUILDING � BILK BLOCK - _ N 70tn BLKG BLOCKING �- = a BM BEAM st s� r224tt si sw� BOS BOTTOM OF STEEL W } BRG BEARING a' a A BS BOTH SIDES N d BTM BOTTOM (^ BTS BUILD TO SUIT C C1 �- CL % BUR BUILT UP ROOF CI CAST IRON CJ CONTROL JOINT SITE a 9� C [ C CT CERAMIC TILE CAB CABINET CEM CEMENT(ITIOUS) CG CORNER GUARD CL CLEAR ' 3 CL, C L CENTERLINE DIT1o_ n 229th St:SW 1 'I, I KEY PLAN N > N QI I/ O W CD LO M N U) UCD 0 L0 NT co N L (D U) ca E U it O O In N d ❑ CLG CEILING CMU CONCRETE MASONRY UNIT CO CLEAN OUT SW 0 s COL COLUMN 2? �= erhP�Sw 2260 CONC CONCRETE CONST CONSTRUCTION C CONT CONTINUOUS CONTR CONTRACTOR CPT CARPET CR CARTRAIL,CHAIRRAIL -_ CSK COUNTERSUNK D DEPTH; DEEP DBL DOUBLE DEMO DEMOLITION _ 28- L 3 . DET DIA DETAIL DIAMETER DN DIM DOWN DIMENSION DO DOOR OPENING DS DOWNSPOUT DWG DRAWING 22y . rh.sw E EAST EA EACH EB EXPANSION BOLT mI EIFS EXT. INSULATION FINISH SYS. oa shortcuts Map data ©2024Google Terms Reportamaperror EJ EXPANSION JOINT EL ELEVATION (FLOOR) ELEV ELEVATION ELEC ELECTRICAL EQ EQUAL EQUIP EQUIPMENT E/W EACH WAY EWC ELECTRIC WATER COOLER EXIST (E) EXISTING w EXP EXPOSED, EXPANSION E_ EXT EXTERIOR v_ FOF FACE OF FRAMING FOM FACE OF MASONRY FD FLOOR DRAIN F/O FACE OF FIN FINISH FL FLOOR FDN FOUNDATION FS FLOOR SINK 225th St SW FT FOOT, FEET FTG FOOTING GC GENERAL CONTRACTOR GA GAUGE; GYPSUM ASSOC. GALV GEN GALVANIZED GENERAL GL GLASS/GLAZING:GLUE GWB GYPSUM BOARD H HIGH HB HOSE BIBB HC HANDICAPPED HDW HARDWARE HM HOLLOW METAL HORIZ HORIZONTAL HP HIGH POINT HT HEIGHT HVAC HEAT., VENT., & AIR CONDITIONING ID INSIDE DIAMETER INCL INCLUDE(ING) INSUL INSULATION STRUCTURAL MJM ARCHITECTS 2948 SIDCO DR. NASHVILLE, TN 37204 LARRY GRIFFITH (615) 244-8170 I.griffith@mjmarch.com INT INTERIOR, INTERMEDIATE JT JOINT LAM LAMINATED LF LINEAR FEET LG LONG, LARGE LL LANDLORD LLH LONG LEG HORIZONTAL LLV LONG LEG VERTICAL LP LOW POINT MAS MASONRY MATL MATERIAL MAX MAXIMUM MECH MECHANICAL MED MEDIUM MFR MANUFACTURER MIN MINIMUM MISC MISCELLANEOUS MO MASONRYOPENING MTD MOUNTED MTL METAL N NORTH NIC NOT IN CONTRACT NO,# NUMBER NTS NOT TO SCALE O/A OVERALL OFD OVERFLOW DRAIN O/H OVERHEAD O/O OUT TO OUT OC ON CENTER OD OUTSIDE DIAMETER OPNG OPENING OPP OPPOSITE P PAINT PC PIECE PL,P PLATE PLAS PLASTER, PLASTIC PLYWD PLYWOOD PTD PAINTED QTY QUANTITY R RADIUS; RISER RD ROOF DRAIN REINF REINFORCING REQD REQUIRED RESIL RESILIENT REV REVISION, REVERSE RM ROOM RO ROUGH OPENING RQMTS REQUIREMENTS RTS REHAB TO SUIT RTU ROOF TOP UNIT RWL RAIN WATER LEADER SCHED SCHEDULE SD SELF DEVELOP SF SQUARE FEET, STOREFRONT SHT SHEET SIM SIMILAR SMS SHEET METAL SCREW SPECS SPECIFICATIONS SQ SQUARE SQ FT SQUARE FOOT/FEET SS SERVICE SINK, STAINLESS STEEL STD STANDARD STL STEEL STOR STORAGE STRUCT STRUCTURAL SUSP SUSPENDED T TREAD T/B TOP & BOTTOM TEL TELEPHONE T/O TOP OF TO TAKE OVER TOM TOP OF MASONRY TOS TOP OF STEEL TH THICK(NESS) TYP TYPICAL UL UNDERWRITERS LABORATORY UNO UNLESS NOTED OTHERWISE V VOLT VCT VINYL COMPOSITION TILE VIF VERIFY IN FIELD VERT VERTICAL W WIDTH; WASTE; WEST; WIRE W/ WITH WC WATER CLOSET WD WOOD WT WEIGHT W/H WATER HEATER W/I WITHIN W/O WITHOUT WWF WELDED WIRE FABRIC SYMBOLS ARCHITECTURAL NORTH SIM ELEVATION 1 SIM SIM.1WALL SECTION DETAIL TAG CEILING ELEVATION TAG *10'-0"RM NAME ROOM TAG xxx QREVISION Xxx-x MATERIAL TAG EQxXX EQUIPMENT TAG ACCESSORYTAG XXX CEILING TAG 100'-0" AFF WALL TAG DOORTAG WINDOW TAG KEY NOTE TAG DATUM POINT FLOOR TRANSITION XX GRID LINE RTU-1RTU TAG 5 TON INTERIOR SIGNAGE TAG ALLWORKSUBJECT I APPROVFu TO FIELDPLAN INSPECTION FO a CODE COMPLIANCEONJ shortcuts Map data©2024 Google Terms Report a map error MUST 6 )B SITE PERMIT SET PLANET FITNESS - EDMONDS 22515 HIGHWAY 99 EDMONDS, WA 98026 SNOHOMISH COUNTY MJM PROJECT #23450 U) U W 2 U Q 2948 SIDCO DR. NASHVILLE, TN 37204 615.244.8170 www.mjmarch.com ARCHITECTURE PLANNING INTERIORS GRAPHICS oIZA e �n� c yr •.r..•........ �.. CONSTRUCTIO TYPE VB OCCUPANCY GROUP A_3 aQQUEANT �O 392 GENERAL NOTES CODES INDEX OF DRAWINGS en PLANREVIEW DATA CURRENT REVISION NO. SHEET NAME 1. CONTRACTOR SHALL REVIEW AND BECOME FAMILIAR WITH PLANET FITNESS REVISION DATE GUIDELINES. I. APPLICABLE BUILDING CODES: CITY OF EDMONDS & SNOHOMISH COUNTY GENERAL 2. CONTRACTOR SHALL COMPLY WITH ALL CODES, ORDINANCES,LAWS, REGULATIONS SYMBOLS ARCHITECTURAL NORTH SIM ELEVATION 1 SIM SIM.1WALL SECTION DETAIL TAG CEILING ELEVATION TAG *10'-0"RM NAME ROOM TAG xxx QREVISION Xxx-x MATERIAL TAG EQxXX EQUIPMENT TAG ACCESSORYTAG XXX CEILING TAG 100'-0" AFF WALL TAG DOORTAG WINDOW TAG KEY NOTE TAG DATUM POINT FLOOR TRANSITION XX GRID LINE RTU-1RTU TAG 5 TON INTERIOR SIGNAGE TAG ALLWORKSUBJECT I APPROVFu TO FIELDPLAN INSPECTION FO a CODE COMPLIANCEONJ shortcuts Map data©2024 Google Terms Report a map error MUST 6 )B SITE PERMIT SET PLANET FITNESS - EDMONDS 22515 HIGHWAY 99 EDMONDS, WA 98026 SNOHOMISH COUNTY MJM PROJECT #23450 U) U W 2 U Q 2948 SIDCO DR. NASHVILLE, TN 37204 615.244.8170 www.mjmarch.com ARCHITECTURE PLANNING INTERIORS GRAPHICS oIZA e �n� c yr •.r..•........ �.. CONSTRUCTIO TYPE VB OCCUPANCY GROUP A_3 aQQUEANT �O 392 GENERAL NOTES CODES INDEX OF DRAWINGS en PLANREVIEW DATA CURRENT REVISION NO. SHEET NAME 1. CONTRACTOR SHALL REVIEW AND BECOME FAMILIAR WITH PLANET FITNESS REVISION DATE GUIDELINES. I. APPLICABLE BUILDING CODES: CITY OF EDMONDS & SNOHOMISH COUNTY GENERAL 2. CONTRACTOR SHALL COMPLY WITH ALL CODES, ORDINANCES,LAWS, REGULATIONS 2018 INTERNATIONAL BUILDING CODE AND OTHER LEGAL REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION. 2018 INTERNATIONAL EXISTING BUILDING CODE • 2018 INTERNATIONAL MECHANICAL CODE 3. BIDDING SUBCONTRACTORS SHALL VISIT THE SITE AND REVIEW EXISTING AS -BUILT 2018 INTERNATIONAL FUEL GAS CODE CONDITIONS OF THE BUILDING. INCLUDE ALL WORK NECESSARY TO PROVIDE A 2018 INTERNATIONAL FIRE CODE COMPLETE AND FULLY FUNCTIONAL SPACE AND AS NEEDED TO MEET THE DESIGN 2018 UNIFORM PLUMBING CODE INTENT OF THE CONTRACT DOCUMENTS. 2018 WASHINGTON STATE ENERGY CODE • ICC/ANSI A117.1-2009 4. FIELD VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS AND IMMEDIATELY NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND PRIOR TO BEGINNING WORK. II OCCUPANCY GROUP 3 05/03/24 G000 COVER 3 05/03/24 G100 LIFE SAFETY PLAN G200 ACCESSIBILITY DIAGRAMS & DETAILS G201 UL RATED ASSEMBLIES G202 UL RATED ASSEMBLIES 3 05/03/24 G300 ARCH. SITE PLAN G400 RESPONSIBILITY SCHEDULE G401 VENDOR LIST A. PREVIOUS: M (MERCANTILE) WITH NON -SEPARATED MIXED USE 5. IF INCONSISTENCY OCCURS ON THE DRAWINGS, THE HIGHER QUALITY SHALL GOVERN B (BUSINESS) & S-1 (STORAGE) DEMOLITION UNLESS DIRECTED OTHERWISE BY THE ARCHITECT. B. PROPOSED: A-3 (ASSEMBLY) WITH NON -SEPARATED MIXED USE D100 DEMOLITION PLAN 6. ALL WORK SHOWN/NOTED ON THE DRAWINGS IS NEW WORK UNLESS SPECIFICALLY B (BUSINESS) & S-1 (STORAGE) NOTED AS EXISTING. ALL ITEMS INDICATED AS EXISTING SHALL BE UNDERSTOOD TO III CONSTRUCTION TYPE ARCHITECTURAL REMAIN AND BE PROTECTED. A. V-B, UNPROTECTED, SPRINKLERED. CONSTRUCTION TYPE BASED ON OBSERVABLE CONDITIONS. EXTERIOR CONCRETE TILT -UP WALLS, CONCRETE & STEEL COLUMNS, & 7. THE TERM "PROVIDE" ON THE DRAWINGS MEANS FURNISH AND INSTALL. GLU-LAM WOOD ROOF STRUCTURE, INTERIOR WOOD AND METAL STUD FRAMED PARTITIONS. **ALL NEW CONSTRUCTION TO COMPLY WITH TYPE V-B CONSTRUCTION. 8. REPAIR/REPLACE ANY EQUIPMENT OR FINISHES DAMAGED DURING DEMOLITION AND B. FIRE RESISTANCE REQUIREMENTS (TABLE 601) INSTALLATION OF THE WORK; INCLUDING MECHANICAL, ELECTRICAL AND FIRE 1. STRUCTURAL FRAME: REQUIRED = 0 HOUR, PROVIDED = 0 HOUR PROTECTION WORK. 2. EXT BEARING WALLS: REQUIRED = 0 HOUR, PROVIDED = 0 HOUR 3. INT BEARING WALLS: REQUIRED = 0 HOUR, PROVIDED = 0 HOUR4. 9. PATCH SPRAYED -ON FIREPROOFING (IF ANY) WHERE DAMAGED BY DEMOLITION AND EXT NON -BEARING WALLS: REQUIRED = 0 HOUR, PROVIDED = 0 HOUR INSTALLATION OF NEW CONSTRUCTION. 5. INT NON -BEARING WALLS: REQUIRED = 0 HOUR, PROVIDED = 0 HOUR 6. FLOOR CONSTRUCTION: REQUIRED = 0 HOUR, PROVIDED = 0 HOUR 10. DO NOT SCALE DRAWINGS. IF DIMENSIONS ARE IN QUESTION, CONTACT THE ARCHITECT 7. ROOF CONSTRUCTION: REQUIRED = 0 HOUR, PROVIDED = 0 HOUR FOR CLARIFICATION. FIRE RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE 11. DETAILS AND NOTES ON DRAWING SHALL BE CONSIDERED TYPICAL AND APPLY TO ALL SEPARATION DISTANCE (TABLE 602): SIMILAR CONDITIONS UNLESS NOTED OTHERWISE. LESS THAN 5- 1 HOUR GREATER THAN 5' LESS THAN 10'- 1 HOUR 12. PLAN PARTITION DIMENSIONS ARE NOMINAL FINISH SURFACE TO FINISH SURFACE GREATER OR EQUAL TO 10'- NOT REQUIRED UNLESS NOTED OTHERWISE. 'ALL EXISTING EXTERIOR WALLS HAVE FIRE SEPARATION DISTANCE GREATER 13. CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL SUBCONTRACTORS THAN 10'- NO FIRE RATING REQUIRED. AND INSPECTIONS. CONTRACTOR SHALL ALSO COORDINATE WITH THE OWNER FOR ANY OUT -OF -CONTRACT WORK. MAXIMUM AREA OF EXTERIOR WALL OPENINGS (TABLE 705.8) UNLIMITED WITH SEPARATION GREATER THAN 20' 14. SEAL ALL PENETRATIONS WITH APPROPRIATE SMOKE STOPPING MATERIALS, PROVIDE GREATER THAN 15' - 75% GREATER THAN 3' - 15% 2 04/24/24 A000 EQUIPMENT PLAN 2 04/24/24 A001 EQUIPMENT SCHEDULE - MATRIX 3 05/03/24 A110 CONSTRUCTION PLAN A111 FRAMING & METAL PARTITIONS A112 CONSTRUCTION DETAILS 2 04/24/24 A120 REFLECTED CEILING PLAN 2 04/24/24 A121 CEILING DETAILS A122 MISC. DETAILS 2 04/24/24 A130 FLOOR FINISH PLAN 2 04/24/24 A131 SCHEDULES A140 ROOF PLAN 2 04/24/24 A210 INTERIOR ELEVATIONS 2 04/24/24 A211 INTERIOR ELEVATIONS A310 EXTERIOR ELEVATION 2 04/24/24 A410 ENLARGED PLAN & ELEVATIONS - RECEPTION 2 04/24/24 A420 ENLARGED PLANS &ELEVATIONS - BC SPA A430 ENLARGED PLANS & DETAILS - LOCKERS A431 INTERIOR ELEVATIONS A432 DETAILS - LOCKER ROOM & SHOWERS A433 DETAILS - LOCKER ROOM & SHOWERS 2 04/24/24 A610 DOOR SCHEDULES & DETAILS FIRE STOPPING FOR ALL PENETRATIONS IN FLOORS, CEILINGS, CHASES AND FIRE GREATER THAN 10'- 45% LESS THAN T - 0% RATED WALLS. GREATER THAN 5'- 25% STRUCTURAL 15. COORDINATE WITH OWNER AND LANDLORD FOR INSTRUCTIONS ON DELIVERIES, TRASH IV. FIRE SUPPRESSION SYSTEM: REMOVAL, STAGING, PARKING AND OTHER SIMILAR CONSTRUCTION RELATED A. FULLY SPRINKLERED (903.2.1) ACTIVITIES. PROVIDE 48 HOURS NOTICE FOR ANY ACTIVITIES THAT WILL DISRUPT B. EXISTING FIRE ALARM SYSTEM, MONITORING AND NOTIFICATION. 3 05/03/24 S2.0 ROOF FRAMING PLAN S3.0 FOUNDATION SECTIONS AND DETAILS 3 05/03/24 S4.0 FRAMING SECTIONS AND DETAILS ADJACENT EXISTING TENANTS. C. SPRINKLER AND FIRE ALARM SYSTEM MODIFICATIONS ARE DEFERRED SUBMITTAL ITEMS BY CONTRACTOR. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED ENGINEERED MECHANICAL 16 GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING PERMITS FOR FIRE DRAWINGS AND CALCULATIONS FOR MODIFICATIONS TO SPRINKLER AND ALARM PROTECTION, FIRE ALARM, PLUMBING, SIGNAGE (WHERE APPLICABLE) MECHANICAL & SYSTEMS TO ARCHITECT/ENGINEER OF RECORD FOR REVIEW AND APPROVAL PRIOR TO ELECTRICAL SYSTEMS PRIOR TO INSTALLATION OF THOSE SYSTEMS UNLESS NOTED SUBMITTAL TO REVIEWING AUTHORITY. OTHERWISE. V. BUILDING HEIGHT AND AREA: (CHAPTER 5) 17. ELECTRICAL PANELS, FIRE EXTINGUISHER CABINETS, ETC. IN STUD WALLS SHALL BE A. ALLOWABLE HEIGHT (A-3): 2 STORIES, 60' BACKED WITH DRYWALL AS REQUIRED TO MAINTAIN WALL RATING CONTRACTOR TO 3 05/03/24 M001 LEGENDS, NOTES, & DETAILS 3 05/03/24 M002 HVAC SCHEDULES 2 04/24/24 M101 HVAC FLOOR PLAN M102 MECHANICAL & PLUMBING ROOF PLAN 2 04/24/24 M201 ENLARGED HVAC PLAN B. ACTUAL HEIGHT. 1 STORY, 24 -0 VERIFY WALL THICKNESSES REQUIRED FOR ALL ELECTRICAL PANELS, FIRE C. ALLOWABLE AREA: 24,000 SF EXTINGUISHER CABINETS, ETC. D ACTUAL PROJECT SQUARE FOOTAGE 22 952 SF PLUMBING 18. PROVIDE DOUBLE STUDS & BLOCKING AS REQUIRED TO SUPPORT EQUIPMENT AND/OR VI. OCCUPANT LOAD: (TABLE 1004.5) MISCELLANEOUS ITEMS, - TYP. CASEWORK, GRAB BARS, ETC. EXERCISE AREAS: 50 SF GROSS / OCC. (16,045 SF) = 320 19. FIREPROOFING, SEALANTS & DAMPERS MAY NOT BE SHOWN ON SOME DETAILS FOR BUSINESS (VEST., LOBBY, RECEPTION, BC SPA, OFFICE & BREAKROOM): CLARITY. HOWEVER, ALL ASSEMBLIES MUST BE INSTALLED AS REQUIRED TO MAINTAIN 150 SF GROSS / OCC. (3 198 SF) - 22 P001 PLUMBING SCHEDULES & DETAILS P101 OVERALL PLUMBING FLOOR PLAN P201 ENLARGED PLUMBING FLOOR PLANS P301 PLUMBING WASTE RISERS P302 PLUMBING WATER RISERS RATING INDICATED ON PLANS. ALL PENETRATION SEALANTS OR ASSEMBLIES SHALL BE LOCKERS /SHOWERS: UL LISTED (OR EQUIVALENT) FOR INSTALLATION WITHIN THE RATED WALL ASSEMBLY 50 SF GROSS / OCC. (2,245 SF) = 45 ELECTRICAL NOTED ON THE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING STORAGE: CLARIFICATION FROM THE OWNER'S REPRESENTATIVE BEFORE CONTINUING 300 SF GROSS / OCC. (1,464 SF) = 5 CONSTRUCTION 22,952 TOTAL SF / 392 OCCUPANTS 20. WHERE WALL RATINGS APPEAR ON BOTH SIDES OF DOORS AND OR WINDOWS THE VII. EXIT CAPACITY: WALL TYPE SHOWN SHALL CONTINUE ABOVE THE FRAME TO THE CEILING OR GROUND FLOOR: STRUCTURE AS APPLICABLE. A. MINIMUM NUMBER OF EXITS (SECTION 1006) TOTAL OCCUPANT LOAD = 392 OCCUPANTS = 2 EXITS, MIN. 21. THE HINGE SIDE OF ALL INTERIOR DOOR FRAMES SHALL BE PLACED 4" FROM THE B. NUMBER OF EXITS PROVIDED: 4 ADJACENT INTERIOR WALL UNLESS NOTED OTHERWISE. C. WHERE MORE THAN ONE EXIT, OR ACCESS TO MORE THAN ONE EXIT, IS REQUIRED, THE 2 04/24/24 E101 ELECTRICAL LIGHTING PLAN 2 04/24/24 E201 ELECTRICAL POWER PLAN 2 04/24/24 E202 ENLARGED ELECTRICAL PLANS E301 ELECTRICAL ROOF PLAN E401 ELECTRICAL DETAILS E402 ELECTRICAL DETAILS 2 04/24/24 E501 ONE -LINE DIAGRAM & SCHEDULES E502 VOLTAGE DROP CALCULATIONS 22. GENERAL CONTRACTOR SHALL RETAIN ONE SET OF THE PLANS IN GOOD CONDITION TO NOTE & DOCUMENT ALL CHANGES DURING CONSTRUCTION. THIS SET OF PLANS SHALL MEANS OFT EGRESS SHALL BE CONFIGURED SUCH THAT THE LOSS OF ANY ONE EXIT, OR ACCESS TO ONE EXIT, SHALL NOT REDUCE THE AVAILABLE CAPACITY OR WIDTH TO CityOf Edmonds LESS THAN 50 PERCENT OF THE REQUIRED CAPACITY OR WIDTH. 196 EXIT CAPACITY BE RETURNED TO THE OWNER AS PART OF THE REQUIRED CLOSE OUT PACKAGE. REQUIRED AT ANY TWO (2) EXITS D. EXIT CAPACITY- CALCULATIONS (1005.3) Building Department 23. DEFERRED SUBMITTALS: DOORS, 0.20" PER PERSON • THE FOLLOWING ITEMS WILL BE SUBMITTED AS DEFERRED SUBMITTALS BY THE STAIRS, 0.30" PER PERSON Work APPROPRIATE INSTALLING SUBCONTRACTOR OR VENDOR. FOR EACH DEFERRED EXIT 1: 68" CLEAR WIDTH AT DOOR - 340 OCCUPANT CAPACITY (OK) NEW TENANT IMPROVEMENT SUBMITTAL ITEM, THE SUBCONTRACTOR OR VENDOR SHALL FIRST SUBMIT SIGNED EXIT 2: 34" CLEAR WIDTH AT STAIR - 170 OCCUPANT CAPACITY (OK) AND SEALED ENGINEERED DRAWINGS AND CALCULATIONS TO THE ARCHITECT FOR EXIT 3: 34" CLEAR WIDTH AT STAIR - 170 OCCUPANT CAPACITY (OK) Address 22515 HIGHWAY 99 REVIEW AND APPROVAL PRIOR TO SUBMITTAL TO THE BUILDING OFFICIAL OR FIRE TOTAL CAPACITY: 680 OCCUPANTS (OK) MARSHAL. ARCHITECT'S REVIEW WILL BE FOR GENERAL CONFORMANCE WITH THE BUILDING DESIGN ONLY. SUBCONTRACTOR OR VENDOR SHALL BE RESPONSIBLE VIII. ARRANGEMENT OF EXITS: 3 Owner ' PLANET FITNESS FOR DETERMINING SUBMITTAL REQUIREMENTS AND PAYMENT OF ALL FEES FOR A. SEPARATION OF EXITS: AT LEAST 2 EXITS SHALL BE PLACED A DISTANCE APART EQUAL ------------------------------------ - ----- ------ Approved Date ; 5 4 SUBMITTALS. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE TIMING OF SUBMITTALS SO AS TO NOT INTERFERE WITH OVERALL TO NOT LESS THAN ONE-THIRD THE LENGTH OF THE MAXIMUM OVERALL DIAGONAL DIMENSION OF THE AREA BEING SERVED (1007.1.1) FOR SPRINKLERED BUILDINGS. `=="""" CONSTRUCTION SCHEDULE, ALLOWING TIME FOR APPROPRIATE REVIEWS FOR B. MAXIMUM TRAVEL DISTANCE: 250' FULLY SPRINKLERED (TABLE 1017.2) ARCHITECT AND BUILDING OFFICIAL OR FIRE MARSHAL. NO DELAYS OR TIME C. MAXIMUM COMMON PATH OF TRAVEL: 75FULLY SPRINKLERED (TABLE 1006.2.1) Building Official Elrlli EXTENSIONS WILL BE ALLOWED FOR FAILURE TO ALLOW APPROPRIATE TIME FOR REVIEW. IX. OTHER LIFE SAFETY CONSIDERATIONS (TENANT): A. MINIMUM CORRIDOR WIDTH: 44" (1020.2) Permit Number BLD2024-0361 B. MINIMUM AISLE WIDTH: 36" (1029.9.1) C. DEAD END CORRIDOR: 20' MAXIMUM (1020.4) DEFERRED SUBMITTALS D. DOOR CLEAR WIDTH: 32" MINIMUM (1010.1.1) E. STAIR CLEAR WIDTH: 48" MINIMUM BETWEEN HANDRAILS (1009.3.2) Separate Permits required; Plumbing F. NO EGRESS THRU STOCKROOMS G. INTERIOR FINISHES (TABLE 803.13) SPRINKLERED Mechanical 1. VERTICAL EXITS/PASSAGEWAYS: CLASS B (NONE PRESENT) Fire Sprinkler 1. FIRE SPRINKLER TENANT IMPROVEMENT SHALL BE SUBMITTED BY G.C. ON SEPARATE 2. ROOMS / ENCLOSED SPACES: CLASS C Fire Alarm. PERMIT. 3. FLOOR FINISHES: FLOOR FINISH MATERIALS MUST COMPLY WITH ASTM STANDARD E648, AND HAVING A SPECIFIC OPTICAL DENSITY SMOKE RATING NOT TO EXCEED 2. FIRE ALARM TENANT IMPROVEMENT SHALL BE SUBMITTED BY G.C. ON SEPARATE PERMIT. 450 PER ASTM E622. 3. ANY REQUIRED SEISMIC ENGINEERING DESIGN FOR NEW OR MODIFIED SPRINKLER X. PLUMBING FIXTURE ANALYSIS: SYSTEMS OR GAS PIPING SHALL BE SUBMITTED BY G.C. ON SEPARATE PERMIT. A. OCCUPANT LOAD: • 392 OCCUPANTS (196 MEN / 196 WOMEN - ASSUMED) 4. EXTERIOR SIGNAGE - THE INSTALLATION OF EXTERIOR SIGNS WILL REQUIRE A SEPERATE B. MINIMUM FIXTURES REQUIRED: PERMIT AND APPROVAL PROCESS. MALE: a. (2) WATER CLOSETS REQUIRED (1 PER EVERY 125 MALES), (2) WATER CLOSETS & (2) URINALS PROVIDED Approved DFM CM r�s Burt South County Fire Date: 05/16/2024 APPROVED BY PLANNING iz /C May 23 2024 SCOPE OF WORK b. (1) LAVATORY REQUIRED (1 PER EVERY 200 MALES), : PROVIDED FEMALE: a. (4) WATER CLOSETS REQUIRED (1 PER EVERY 65 FEMALES), (4) PROVIDED 05-16-2024 RESUB 1 PLAN REVIEW NOTES: APPROVED WITH CONDITIONS: 1. APPLY FOR A SEPARATE FIRE ALARM PERMIT. 2. APPLY FOR A SEPARATE SPRINKLER PERMIT. b. (1) LAVATORY REQUIRED (1 PER EVERY 200 FEMALES), 3. AN ADDITIONAL KNOX BOX IS REQUIRED TO BE INSTALLED AT THE REAR EXTERIOR DOOR THAT 1. SCOPE OF WORK INCLUDES INTERIOR DEMOLITION OF PREVIOUS TENANT'S IMPROVEMENTS 2 PROVIDED PROVIDES ACCESS TO THE RISER ROOM. WITH SUBSEQUENT INTERIOR UP -FIT FOR NEW TENANT. TENANT UP -FIT AS REFLECTED IN DRINKING FOUNTAINS: 4. KNOX LOCKING CAPS ARE REQUIRED ON THE FDC. THESE DOCUMENTS INCLUDES NON-STRUCTURAL PARTITION WALLS, INTERIOR FINISHES, a. 1 REQUIRED 1 FOR EACH SET OF MALE &FEMALE () ( ), 5. FDC SIGNAGE MAY NEED TO BE IMPROVED. PLUMBING, ELECTRICAL AND MECHANICAL TRADES. NEW EXTERIOR STOREFRONT WITH (1) PROVIDED - DUAL HEIGHT HI / LOW FIXTURE 6. ADDRESS AND/OR SUITE NUMBERS TO BE VISIBLE. STRUCTURAL MODIFICATIONS TO THE SHELL BUILDING. 7. 5 YEAR SPRINKLER CONFIDENCE TEST TO BE COMPLETE WITH A DEFICIENT FREE REPORT • SERVICE SINKS: SUBMITTED TO "THE COMPLIANCE ENGINE" PRIOR TO REQUESTING A FIRE FINAL TI INSPECTION. a. (1) REQUIRED, (1) PROVIDED THIS CONFIDENCE TEST IS 526 DAYS PAST DUE. DFM BURT O HANA GROWTH PARTNERS 212 WEST PADON IA RD TIMONIUM, MD 21093 PLANET FITNESS - EDMONDS 22515 HIGHWAY 99 EDMONDS, WA 98026 SNOHOMISH COUNTY J Q W Cn z Q J 0 z O U W z O PERMIT SET 03/06/24 MJM # 23450 W Q 0 NO. DESCRIPTION DATE 1 AHJ COMMENTS 03/14/24 2 OWNER REQ. UPDATES 04/24/24 3 AHJ COMMENTS 05/03/24 This drawing and the design shown is the property of the architect. The reproduction, copying or use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. COVER RESUB May 09 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT GOOO 0 z O U) > NW W W U) I I I F I E n C B EXISTING CONCRETE TILT WALL FIRE WALL, PER TABLE 721.11 OF THE 2018 IBC, NUMBER4-1.1, \ PRESCRIPTIVE RATING EQUIVALENT TO 3 HOURS. A 3.8 3.5 3 2 0000 EXT STORAGE / ST AGE 1 8 / o IBACKFLOW RISER RESTROOM _Jv „s O / 127 122 i_v/ 1 I BREAK / 125 ` 1 - -CLOSET - \\ J /j 12s BACKROOMS \l T Q\\\ I I I I X IT -- I L I ---� -1 - \ I - I '-�W{ \ FUNCTIONAL TRAINING STRETCH_ & MOBILITY \\\ 120 \ / ,JI]: I �FIHI ---------- \mzo -_-------�---TRAVEL DISTANCE-----�/ / -�- 1811 Lu ---------------------- O / / I IIF L ------ 1 MENS LOCKERS 1 115 I / IF / / 1 W0 I / ` III O O 1 / / ` _ _-- L, L EXIT � '�� / ��I << / EXIT MENS SHOWERS, I1000 � � O100,10, / ♦♦ ��, <� ♦ / _ \� 'I I N� ♦� / I I O J \� WH I I UTILITY14 I / ♦ 1y / O 01 IMP I 71 17 � 1 I ` CL�IEAR N._ CLEAR-'.� CLEAR ;` O CLEAR ` CLEAR UP TRAVEL DISTANCE � �NOMENS SHOWERS /�- -HC\ =9= ♦ / 113 Jo '� EXIT I I ` \\ ` / //� �' ♦ \ / COMMON F�ATV F TRAVEL \\ EXERCISE FLOOR F, X W®�-� 48' r5' �- �- �'- z ---- _ WOMENS LOCKERS / 112 ` LI i II i ♦ ` � / ; � � -7�_ I - IT I Y 1 TANNING 105 MASSAGE I / 104 BC SPA / i I / EXIT Q 103 - Lu�i`\ FUTURE I / ----- \ _ 10s // - - \\ - - - -4 - - ILL ❑ \� HYBRID �, I [] _ �\ 107,_l I �� 00 �� vv _ o / > I v IF<1 / -1 01 ❑ =I HYDRO - - 1 a I 111 RECEPTION ��10 a I 101 TANNING-0 C:=:j I / 00 OIL] EP I / / .TANNING � TRAVEL DISTANCE ' I 112'-2" � A09 I �/ OFFICE 'BEAUTY VESTIBULE W 1 -� 00 = / o I \ ET n STOR 124 LIFE SAFETY PLAN SCALE: 1/8" = V-0" A **PROVIDE KNOX BOX AT APPROVED ' LOCATION PER FIRE PREVENTION / BUREAU - NOT TO EXCEED 6'-0" AFF.** ` EXIT #1 / CLEAR WIDTH = 681N / OCCUPANTS = 340 / EXIT ONTO EXISTING / SIDEWALK AT GRADE EXIT #3 (EXISTING) CLEAR WIDTH = 341N OCCUPANTS = 170 EXIT ONTO EXISTING LANDING AT GRADE EXIT #2 (EXISTING) CLEAR WIDTH = 341N OCCUPANTS = 170 EXIT ONTO EXISTING SIDEWALK AT GRADE LIFE SAFETY PLAN - MEZZANINE SCALE: 1/8" = V-0" WALL LEGEND REFER TO ENLARGED FLOOR PLANS & INTERIOR ELEVATION SHEETS FOR WALL SIZES & SECTION TAGS EXISTING EXTERIOR WALL ASSEMBLY EXISTING 1 HOUR RATED WALL ASSEMBLY 1 HOUR RATED WALLA EMBLY (UL #1 5) 3-5/8" METAL STUDS @ 16" O.C. W/ 5/8" GYP. BD. mill 6" METAL STUDS @ 16" O.C. W/ 5/8" GYP. BD. XX SEE WALL TYPE DETAILS FOR ADDITIONAL INFORMATION. LIFE SAFETY LEGEND FED FIRE EXTINGUISHER --- MOST REMOTE POINT (M.R.P.) - -- PATH OF TRAVEL E®T EXIT FIXTURE ® SELF -ILLUMINATED TACTILE EXIT SIGN W/ CONTRACTED (GRADE 2) BRAILLE. TEXT: "EXIT" GRAPHIC: INTERNATIONAL SYMBOL OF ACCESSIBILITY. • SEE SHEET G-200 FOR ADDITIONAL REQUIREMENTS ON TACTILE SIGNAGE PLAN REVIEW DATA I. APPLICABLE BUILDING CODES: CITY OF EDMONDS & SNOHOMISH COUNTY • 2018 INTERNATIONAL BUILDING CODE • 2018 INTERNATIONAL EXISTING BUILDING CODE • 2018 INTERNATIONAL MECHANICAL CODE • 2018 INTERNATIONAL FUEL GAS CODE • 2018 INTERNATIONAL FIRE CODE • 2018 UNIFORM PLUMBING CODE • 2018 WASHINGTON STATE ENERGY CODE • ICC/ANSI A117.1-2009 II. OCCUPANCY GROUP: A. PREVIOUS: M (MERCANTILE) WITH NON -SEPARATED MIXED USE B (BUSINESS) & S-1 (STORAGE) B. PROPOSED: A-3 (ASSEMBLY) WITH NON -SEPARATED MIXED USE B (BUSINESS) & S-1 (STORAGE) III. CONSTRUCTION TYPE: A. V-B, UNPROTECTED, SPRINKLERED. CONSTRUCTION TYPE BASED ON OBSERVABLE CONDITIONS. EXTERIOR CONCRETE TILT -UP WALLS, CONCRETE &STEEL COLUMNS, & GLII WOOD ROOF STRUCTURE, INTERIOR WOOD AND METAL STUD FRAMED PARTITIONS. ""ALL NEW CONSTRUCTION TO COMPLY WITH TYPE V-B CONSTRUCTION. B. FIRE RESISTANCE REQUIREMENTS (TABLE 601) 1. STRUCTURAL FRAME: REQUIRED = 0 HOUR, PROVIDED = 0 HOUR 2. EXT BEARING WALLS: REQUIRED = 0 HOUR, PROVIDED = 0 HOUR 3. INT BEARING WALLS: REQUIRED = 0 HOUR, PROVIDED = 0 HOUR 4. EXT NON -BEARING WALLS: REQUIRED = 0 HOUR, PROVIDED = 0 HOUR 5. INT NON -BEARING WALLS: REQUIRED = 0 HOUR, PROVIDED = 0 HOUR 6. FLOOR CONSTRUCTION: REQUIRED = 0 HOUR, PROVIDED = 0 HOUR 7. ROOF CONSTRUCTION: REQUIRED = 0 HOUR, PROVIDED = 0 HOUR FIRE RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE (TABLE 602): LESS THAN 5'- 1 HOUR GREATER THAN 5' LESS THAN 111 1 HOUR GREATER OR EQUAL TO 10' - NOT REQUIRED *ALL EXISTING EXTERIOR WALLS HAVE FIRE SEPARATION DISTANCE GREATER THAN 10'- NO FIRE RATING REQUIRED. MAXIMUM AREA OF EXTERIOR WALL OPENINGS (TABLE 705.8) UNLIMITED WITH SEPARATION GREATER THAN 20' GREATER THAN 15' - 75% GREATER THAN T - 15% GREATER THAN 10' - 45% LESS THAN T - 0% GREATER THAN 5'- 25% IV. FIRE SUPPRESSION SYSTEM: A. FULLY SPRINKLERED (903.2.1) B. EXISTING FIRE ALARM SYSTEM, MONITORING AND NOTIFICATION. C. SPRINKLER AND FIRE ALARM SYSTEM MODIFICATIONS ARE DEFERRED SUBMITTAL ITEMS BY CONTRACTOR. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED ENGINEERED DRAWINGS AND CALCULATIONS FOR MODIFICATIONS TO SPRINKLER AND ALARM SYSTEMS TO ARCHITECT/ENGINEER OF RECORD FOR REVIEW AND APPROVAL PRIOR TO SUBMITTAL TO REVIEWING AUTHORITY. V. BUILDING HEIGHT AND AREA: (CHAPTER 5) A. ALLOWABLE HEIGHT (A-3): 2 STORIES, 60' B. ACTUAL HEIGHT: 1 STORY, 24'-0" C. ALLOWABLE AREA: 24,000 SF D. ACTUAL PROJECT SQUARE FOOTAGE: 22,952 SF VI. OCCUPANT LOAD: (TABLE 1004.5) • EXERCISE AREAS: 50 SF GROSS / OCC. (16,045 SF) = 320 • BUSINESS (VEST., LOBBY, RECEPTION, BC SPA, OFFICE & BREAKROOM): 150 SF GROSS / OCC. (3,198 SF) = 22 • LOCKERS / SHOWERS: 50 SF GROSS / OCC. (2,245 SF) = 45 • STORAGE: 300 SF GROSS / OCC. (1,464 SF) = 5 • 22,952 TOTAL SF / 392 OCCUPANTS VII. EXIT CAPACITY: GROUND FLOOR: A. MINIMUM NUMBER OF EXITS (SECTION 1006) TOTAL OCCUPANT LOAD = 392 OCCUPANTS = 2 EXITS, MIN. B. NUMBER OF EXITS PROVIDED: 4 C. WHERE MORE THAN ONE EXIT, OR ACCESS TO MORE THAN ONE EXIT, IS REQUIRED, THE MEANS OF EGRESS SHALL BE CONFIGURED SUCH THAT THE LOSS OF ANY ONE EXIT, OR ACCESS TO ONE EXIT, SHALL NOT REDUCE THE AVAILABLE CAPACITY OR WIDTH TO LESS THAN 50 PERCENT OF THE REQUIRED CAPACITY OR WIDTH. 196 EXIT CAPACITY REQUIRED AT ANY TWO (2) EXITS D. EXIT CAPACITY - CALCULATIONS (1005.3) DOORS, 0.20" PER PERSON STAIRS, 0.30" PER PERSON EXIT 1: 68" CLEAR WIDTH AT DOOR - 340 OCCUPANT CAPACITY (OK) EXIT 2: 34" CLEAR WIDTH AT STAIR - 170 OCCUPANT CAPACITY (OK) EXIT 3: 34" CLEAR WIDTH AT STAIR - 170 OCCUPANT CAPACITY (OK) TOTAL CAPACITY: 680 OCCUPANTS (OK) VI11. ARRANGEMENT OF EXITS: A. SEPARATION OF EXITS: AT LEAST 2 EXITS SHALL BE PLACED A DISTANCE APART EQUAL TO NOT LESS THAN ONE-THIRD THE LENGTH OF THE MAXIMUM OVERALL DIAGONAL DIMENSION OF THE AREA BEING SERVED (1007.1.1) FOR SPRINKLERED BUILDINGS. B. MAXIMUM TRAVEL DISTANCE: 250' FULLY SPRINKLERED (TABLE 1017.2) C. MAXIMUM COMMON PATH OF TRAVEL: 75' FULLY SPRINKLERED (TABLE 1006.2.1) IX. OTHER LIFE SAFETY CONSIDERATIONS (TENANT): A. MINIMUM CORRIDOR WIDTH: 44" (1020.2) B. MINIMUM AISLE WIDTH: 36" (1029.9.1) C. DEAD END CORRIDOR: 20' MAXIMUM (1020.4) D. DOOR CLEAR WIDTH: 32" MINIMUM (1010.1.1) E. STAIR CLEAR WIDTH: 48" MINIMUM BETWEEN HANDRAILS (1009.3.2) F. NO EGRESS THRU STOCKROOMS G. INTERIOR FINISHES (TABLE 803.13) SPRINKLERED 1. VERTICAL EXITS/PASSAGEWAYS: CLASS B (NONE PRESENT) 2. ROOMS / ENCLOSED SPACES: CLASS C 3. FLOOR FINISHES: FLOOR FINISH MATERIALS MUST COMPLY WITH ASTM STANDARD E648, AND HAVING A SPECIFIC OPTICAL DENSITY SMOKE RATING NOT TO EXCEED 450 PER ASTM E622. X. PLUMBING FIXTURE ANALYSIS: A. OCCUPANT LOAD: 392 OCCUPANTS 196 MEN / 196 WOMEN - ASSUMED) B. MINIMUM FIXTURES REQUIRED: • MALE: a. (2) WATER CLOSETS REQUIRED (1 PER EVERY 125 MALES), (2) WATER CLOSETS & (2) URINALS PROVIDED b. (1) LAVATORY REQUIRED (1 PER EVERY 200 MALES), (2) PROVIDED • FEMALE: a. (4) WATER CLOSETS REQUIRED (1 PER EVERY 65 FEMALES), (4) PROVIDED b. (1) LAVATORY REQUIRED (1 PER EVERY 200 FEMALES), (2) PROVIDED • DRINKING FOUNTAINS: a. (1) REQUIRED (1 FOR EACH SET OF MALE & FEMALE), (1) PROVIDED - DUAL HEIGHT HI / LOW FIXTURE • SERVICE SINKS: a. (1) REQUIRED, (1) PROVIDED LIFE SAFETY NOTES 1. SEE ELECTRICAL DRAWING FOR LIFE SAFETY & EMERGENCY LIGHTING. 2. SEE ELECTRICAL DRAWING FOR FIRE ALARM, HORN, STROBE, AND SMOKE DETECTORS. 3. FIRE PROTECTION DESIGN TO BE SUBMITTED DURING CONSTRUCTION BY THE GENERAL CONTRACTOR IN THE FORM OF SHOP DRAWINGS FOR JURISDICTION APPROVAL. 4. FINAL FIRE EXTINGUISHER LOCATIONS TO BE CONFIRMED BY LOCAL FIRE MARSHAL & TENANT DURING WALK THRU. 5. FIRE EXTINGUISHER SIZE AND PLACEMENT FOR CLASS "A" HAZARDS: • 11,250 SF MAX. FLOOR AREA FOR EACH FIRE EXTINGUISHER • 75' MAX. TRAVEL DISTANCE TO AN EXTINGUISHER • 1,500 SF PER UNIT OF TYPE "A" • MINIMUM RATED EXTINGUISHER - 2A10B.0 6. FIRE EXTINGUISHER SIZE AND PLACEMENT FOR CLASS "B" HAZARDS: • ORDINARY (MODERATE) HAZARD - SIZE 10B EXTINGUISHER RATING REQUIRES 31 MAX. TRAVEL DISTANCE TO EXTINGUISHER. • SIZE 20B EXTINGUISHER RATING REQUIRES 51 MAX. TRAVEL DISTANCE TO EXTINGUISHER. 7. FIRE EXTINGUISHER SIZE AND PLACEMENT FOR CLASS "C" HAZARDS: • REQUIRED WHERE ENERGIZED ELECTRICAL EQUIPMENT CAN BE ENCOUNTERED THAT WOULD REQUIRE A NON -CONDUCTING EXTINGUISHING MEDIUM. 8. INFORMATION BASED ON CURRENT FIRE CODE REQUIREMENTS AND NFPA 10 FOR AN ORDINARY (MODERATE) HAZARD OCCUPANCY. 9. LOCATIONS AND QUANTITIES OF FIRE EXTINGUISHERS, AS PROPOSED, ARE BASED ON NFPA 10. VERIFY AND COORDINATE FINAL QUANTITIES, LOCATIONS AND INSTALLATION WITH LOCAL JURISDICTION. 10. ALL FIRE EXTINGUISHERS SHALL HAVE A GROSS WEIGHT NOT TO EXCEED 40LBS AND ARE TO BE MOUNTED ON MOUNTING BRACKETS SO THAT TOP OF UNIT IS NO MORE THAN 4'-0" A.F.F. 11. PLACE FIRE EXTINGUISHERS ON EXERCISE FLOOR ON SIDE OF COLUMN OUTSIDE OF MAIN PATH OF TRAVEL 12. EVERY ROOM OR SPACE THAT IS AN ASSEMBLY OCCUPANCY SHALL HAVE THE OCCUPANT LOAD OF THE ROOM OR SPACE POSTED IN A CONSPICUOUS PLACE, NEAR THE MAIN EXIT OR EXIT ACCESS DOORWAY FROM THE ROOM OR SPACE. POSTED SIGNS SHALL BE OF AN APPROVED LEGIBLE PERMANANT DESIGN AND SHALL BE MAINTAINED BY THE OWNER OR AUTHORIZED AGENT. ARCHITECTURE PLANNING INTERIORS GRAPHICS e ins c yr •.r..•........ O HANA GROWTH PARTNERS 2948 SIDCO DR. NASHVILLE, TN 37204 615.244.8170 www.mjmarch.com 212 WEST PADONIA RD TIMONIUM, MD 21093 PLANET FITNESS - EDMONDS 22515 HIGHWAY 99 EDMONDS, WA 98026 SNOHOMISH COUNTY 0. W z O PERMIT SET 03/06/24 MJM # 23450 W Q NO. DESCRIPTION DATE 2 OWNER REQ. 04/24/24 UPDATES 3 AHJ COMMENTS 05/03/24 This drawing and the design shown is the property of the architect. The reproduction, copying or use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. LIFE SAFETY REtAy May 09 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT I z 0 W I- W W U) G100 CLEAR FLOOR SPACE NOTES 1. DOORS SHALL BE PERMITTED TO SWING INTO TURNING SPACES (304.4) 2. ONE FULL UNOBSTRUCTED SIDE OF THE CLEAR FLOOR SPACE MUST ADJOIN AN ACCESSIBLE ROUTE OR ANOTHER CLEAR FLOOR SPACE 305.E ( ) 3. A CLEAR FLOOR SPACE IS REQUIRED AT ANY DEVICE WITH AN OPERABLE PART (309.2) 60"MIN. 60" MIN. , 60"MIN. , �� = ADJOINING SURFACE MAX. 1:20 COUNTER SLOPE FLARED SIDE BEYOND 60" MIN. 6" 6" / MAX. MAX BACK WALL BACK WALL DO NOT EXTEND GRAB BAR OVER SEAT 6" MAX. CAN BE LOCATED ON ANY WALL OF CONTROLS TO BE LOCATED HI BACK WALL WITHIN 27" OF 0 RAMP RUN LANDING 2 RAMP RUN CURB RAMP SHOWER Z BACK WALL _SIDE SIDE SIDE SIDE T<LANDING SEAT WALL WHERE SEAT IS PROVIDED zo WALL WALL WALL WALL / �1 ZI LANDING - MIN. T - 0" 1, MIN. < z o o < MIN. A COUNTER SLOPE OF SURFACES ADJACENT TO CURB RAMPS o STRAIGHT FIG. 406.2 M rl N ° e 0 o o ° 0 0 ® (B) z RAMP NOTES CHANGE IN � DIRECTION 1. MAXIMUM RAMP SLOPE SHALL BE 1:12 (405.2) D_ O CD z z\ �-------� ROLL -IN TYPE SHOWER GRAB BARS FOR ROLL -IN TYPE COMPARTMENT SIZE AND SHOWERS (WITHOUT SEAT) GRAB BARS FOR ROLL -IN TYPE ROLL -IN TYPE SHOWER SHOWERS (WITH SEAT) COMPARTMENT CONTROL COMPARTMENT ROLL -IN TYPE SHOWER CONTROL o z % ® 2. MAXIMUM CROSS SLOPE OF RAMP SHALL Q BE 1:48 (405.3) D' Z U) o MATCH < p < i i CLEARANCE FIG. 608.3.2 A FIG. 608.2.2 ( ) FIG. 608.3.2 B ( ) LOCATION (WITHOUT SEAT) FIG. 608.5.2 (A) LOCATION (WITH SEAT) FIG. 608.5.2 (B) 0 0 ® �eveeve°e� 0om�v0 3. RAMPS WITH A RISE GREATER THAN 6" SHALL RAMP LANDING FIG. 405.7 1 p 1 I CURB RAMP I z z HAVE HANDRAILS, AND COMPLY W/ SECTION 5'- 0" , 5'- 0" .� 505 (405.8) o (o co/OP 48" MIN. MIN. FIG. 304.3.2 FIG. 304.3.1 T-SHAPED SPACE CIRCULAR SPACE z Q 0 � W 3'-0" BACK WALLSIDE WALL 22"-23' 41 15"-16" SPACE SECTION 304 cofn 12" MIN. 12"MIN. c� X�1J 1:10 MAX. 1 SLOPE DN SEATCONTROLTURNING WALL WALL BACK WALL 1' 6" 15" MAX. �REF. Qa SEAT sEAT WALL WALL sEAr WALL 01 3' - 0" MIN. REF. SECTION 405.9.2 FIG. 405.9.1 SEAT CONTROL ` z WALL -" WALL �,> � oo oo v Cl) � J' COMPARTMENT 15" 16" 2 1/2" MAX. ENTRY � COMPARTMENT 2 1/2" MAX. JJ ENTRY 5' - 0" BARRIER CURB EXTENDED FLOOR OR GROUND PLAN 01 MIN! j � / j / 1 n X SURFACE REF. FIGURES 406.3 & 406.4 \ TRANSFER TYPE SHOWER COMPARTMENT CONTROL (4) (B) SIZE DISTANCE FROM WALL A - - _ /x F EDGE PROTECTION TRANSFER TYPE SHOWER GRAB BARS FOR TRANSFER TYPE L-SHAPED SHOWER SEAT RECTANGULAR SHOWER SEAT � - REF. SECTION 405.9 COMPARTMENT SIZE AND SHOWERS LOCATION FIG. 608.5.1 FIG. 610.3.2 FIG. 610.3.1 CLEARANCE FIG. 608.3.1 FIG. 608.2.1 RAMPS CURB RAMPS SHOWER COMPARTMENTS FIG. 305.7.1 FIG. 305.7.2 REF. SECTION 405 REF. SECTION 406 REF. SECTIONS 608 & 610 CLEAR FLOOR SPACE IN ALCOVES z z ora000 TACTILE SIGN NOTES: 1. RAISED CHARACTERS SHALL COMPLY 00 00 12" MIN. WITH 703.2 AND SHALL BE DUPLICATED IN BRAILLE COMPLYING WITH 703.3. RAISED E o _ _ F -1CIRCULAR 4" - 6 1/4" 1 1/4"- 2" 1 1/2" MIN. PERIMETER z - z 0 18"MIN. _ 0 18" MIN. 04 CHARACTERS SHALL BE INSTALLED IN ACCORDANCE WITH 703.4 (703.2) N (V 4'- 0" �P+ z 2 1/4" MAX. 00 v r r 4 4� � 00 A - --00 Z Gk� 00 00 00 ° 00 00 00 zo- 7 - 00 00 00 2 � �° M 2. BRAILLED SHALL BE CONTRACTED (GRADE 2) AND SHALL COMPLY WITH 703.3 AND 703.4 (703.3) 3. BRAILLE SHALL BE POSITIONED BELOW 0 HEIGHT OF RAISED THE CORRESPONDING TEXT. IF TEXT IS N (C) (A) CHARACTERS POSITION OF BRAILLE MULTI -LINED, BRAILLE SHALL BE PLACED CLEAR FLOOR SPACE FORWARD APPROACH PARALLEL APPROACH FIG. 305.3 FIG. 305.5 (A) FIG. 305.5 (B) A ( ) FRONT APPROACH A ( ) FRONT APPROACH, PULL SIDE B ( ) FRONT APPROACH, PUSH SIDE FRONT APPROACH, PUSH SIDE; DOOR W/ BOTH CLOSET & LATCH PULL SIDE FIG. 703.2.5 FIG. 703.3.2 BELOW THE ENTIRE TEXT. (703.3.2) 4. PICTOGRAMS SHALL HAVE A FIELD HEIGHT OF 6 INCHES MINIMUM. CHARACTERS 18" MIN, AND BRAILLE SHALL NOT BE LOCATED IN THE HANDRAIL CLEARANCES NON -CIRCULAR HANDRAIL CROSS SECTIONS FIG. 505.5 & 505.6 FIG. 505.7.2 PICTOGRAM FIELD. (703.6.1) 5. PICTOGRAMS AND THEIR FIELD SHALL z C ( ) z HAVE A NON -GLARE FINISH. PICTOGRAMS MINIMUM CLEAR FLOOR SPACE X> 36" \ �j 2 SHALL CONTRACT WITH THEIR FIELD WITH REF. SECTIONS 304 & 305 HANDRAIL SIZES &CLEARANCES z g ? o 36" CLEAR 2 \ 42" CLEAR - ` N 22" MIN. � 00 - A ��/ x °{ T CENTERED TACTILE EITHER A LIGHT PICTOGRAM ON A DARK FIELD OR 3. DARK PICTOGRAM ON A LIGHT ON FIELD. (703.6.2) CHARACTERS Q _ LOCATION OF TACTILE SIGNS AT DOORS Q 2 N (V 00 00 00 M (J SIDE APPROACH (D) HINGE APPROACH, PULL SIDE (E) HINGE APPROACH, PULL SIDE (F) HINGE APPROACH, PUSH SIDE (B) PUSH SIDE z FIG. 703.4.2 00 TACTILE CHARACTERS 577 FIG. 303.2 FIG. 303.3 FIG. 302.2 � 00 22"MIN. I z_ v 12" MIN. II (g) CHANGES IN LEVEL CARPET PILE THICKNESS STAIRS RAMPS WALKING SURFACES - - - - \ TACTILE CHARACTER HEIGHT ABOVE FLOOR FIG. 505.4 (A) FIG. 505.4 (B) FIG. 505.4 (C) N 00 FIG. 703.4.1 NOTE: 22" MIN. - 24" MIN. I - 24" MIN. 1/2" MAX. CHANGES IN LEVEL GREATER THAN 1/2" SHALL HANDRAIL HEIGHTS TACTILE SIGNS BE RAMPED, AND SHALL COMPLY W/ SECTIONS 405OR406.(303.4)�'�n REF. SECTION 505 (C) (G) (H) (1) (C) �, REF. SECTION 703 POCKET OR HINGE APPROACH HINGE APPROACH, PUSH SIDE; LATCH APPROACH, PULL SIDE; LATCH APPROACH, PULL SIDE; PUSH SIDE; DOOR W/ BOTH CLOSER &LATCH DOOR W/ CLOSER DOOR W/ BOTH CLOSER &LATCH LONG DIMENSIONS PERPENDICULAR TO ° ROUTE OF TRAVEL n n n X=TREAD V-0" MIN. X THIS REQUIREMENTS MAY DIMENSIONAL DRAWING IS A REPRESENTATIVE SUMMARY OF THE OF THE 2010 ADA STANDARDS THAT BE APPLICABLE TO THE PROJECT. WHERE SPECIFIC INFORMATION AND CLEARANCES ARE NOT �I MANUAL SWINGING DOORS & GATES RECESSED DOORS & GATES FIG. 404.2.3 LU -. V-0" MIN. ❑ 1' - 0" MIN. z N ? � 24" MIN. g oo 24" MIN. FIG. 404.2.4.1 z g 00 NOTED CLEARANCES SHEET. ON THE DRAWINGS, CONSTRUCT TO THE AND TOLERANCES SHOWN ON THIS WHERE DRAWINGS SPECIFICALLY INDICATE o= i ❑ v 24" MIN L - - - - - - - DIFFERENT STANDARDS OR CONFLICTING INFORMATION TO THE DEPICTED ON THIS SHEET, CONSTRUCT w J m N EE MANEUVERING CLEARANCE NOTES: �, USING THE MORE STRINGENT REQUIREMENT OR v� x Q (D) 1. DOORS, DOORWAYS AND GATES PROVIDING USER PASSAGE CONTACT THE ARCHITECT FOR RESOLUTION. W < STOP OR LATCH APPROACH SHALL COMPLY (206.5) < / 2. ADJUST DOOR CLOSERS SO THAT THE DOOR TAKES AT LEAST OPENINGS IN FLOOR OR GROUND SURFACE �� DOORWAYS W/O DOORS, SLIDING DOORS, GATES & FOLDING DOORS (J) _ - (K) 12 DEGREETO MOVE FROM 90 S FROM LATCH 404 DEGREE OPEN ( ) POSITION TO REF. SECTION 302.3 BOTTOM TOP BOTTOM TOP FIG. 404.2.4.2 LATCH APPROACH, PUSH SIDE LATCH APPROACH, PULL SIDE 3. FIRE DOORS SHALL HAVE MINIMUM OPENING FORCE ALLOWABLE BY THE BUILDING AND FIRE CODES. OTHER INTERIOR DOORS, (A) ACCESSIBLE FIG. 505.10.3 FIG. 505.10.2 DOOR W/ CLOSER 5 POUNDS MAXIMUM, (404.2.9) 4. MANEUVERING CLEARANCES ARE REQUIRED AT AUTOMATIC GUIDELINES DOORS UNLESS DOOR OPERATION HAS STANDBY POWER (404.3.2) FLOOR & GROUND SURFACES MANEUVERING CLEARANCES DOORS & GATES IN SERIES REF. SECTION 404.2.3 REF. SECTIONS 302 & 303 HANDRAIL EXTENSIONS AT RAMP HANDRAIL EXTENSIONS AT STAIR FIG. 404.2.6 FIG. 505.10.1 NOTE: NOTE: ANY OPERABLE PART OF ANY DEVICE SHALL BE INSTALLED WITHIN THE REACHES SHOWN (309) 32" MIN. MAXIMUM SLOPE OF A TREAD SURFACE SHALL BE 1:48 (504.4) 30° MAX. 1 1/2" MAX. 1 1/2" MAX. 20" MAX. >20" - 25" i 10" MAX. 10" MAX. 00 >10"-24" 8" MIN. 32" MIN. (B) SLIDING DOOR 1/2" RADIUS 1/2" RADIUS 1/2" RADIUS MAX. MAX. MAX. 4 < Z / � x < Z � \ � x D) O�O M z - - N 41-1 M 32" MIN. /� 00 < x 00 Eo Cl) / 71 Q `i �¢S Cl) 6 MAX. 17" 25" 11" MIN. 25" MAX. (A.) (C•) FOLDING DOOR STAIRS FIG. 504.5 (C) FIG. 504.5 (D) / / (A) % -Nv-- %JA (B) / (A) (B) B ELEVATION PLAN A B ELEVATION PLAN HINGED DOOR FIG. 505.4 (A) CURVED NOSING BEVELED NOSING FIG. 504.5 (B) FIG. 308.2.1 FIG. 308.2.2 FIG. 308.3.1 FIG. 308.3.2 FIG. 306.2 FIG. 306.3 ANGLED RISER UNOBSTRUCTED FORWARD REACH OBSTRUCTED HIGH FORWARD REACH UNOBSTRUCTED SIDE REACH OBSTRUCTED HIGH SIDE REACH TOE CLEARANCES KNEE CLEARANCES CLEAR WIDTH OF DOORWAYS STAIRWAYS & HANDRAILS REACH RANGES KNEE & TOE CLEARANCES FIG. 404.2.3 REF. SECTIONS 504 & 505 REF. SECTION 308 REF. SECTION 306 NOTES: 16"-18" 4" MAX. 32" MIN. ALTERNATE DOOR 6" MIN. LOCATION TOILET ROOM NOTES: DRINKING FOUNTAIN NOTES: / 1. PROTRUDING OBJECTS SHALL NOT REDUCE THE REQUIRED WIDTH OF AN ACCESSIBLE ROUTE z 1. A TURNING SPACE PER SECTION 304 IS REQUIRED WITHIN A 1. KNEE & TOE CLEARANCE COMPLYING WITH TOILET ROOM (603.2.1) SECTION 306 SHALL BE PROVIDED (602.2) z z -g (307.5) 2. PROTRUDING OBJECTS ON A CIRCULATION PATH SHALL COMPLY W/ SECTION 307 (204.1) z PARTITION c� 2. ONLY THE FOLLOWING OBJECTS ARE PERMITTED TO OVERLAP THE REQUIRED CLEARANCE: GRAB BARS, DISPENSERS, SANITARY NAPKIN DISPOSAL UNIT, COAT HOOKS 2. WHERE DRINKING FOUNTAIN IS REQUIRED, TWO SHALL BE PROVIDED; ONE HIGH &ONE LOW (211.2) Z Z z \ o? r AND SHELVES (604.3.2) 3. FLUSH CONTROLS SHALL BE LOCATED ON THE OPEN SIDE OF 3. UNITS SHALL HAVE A CLEAR FLOOR SPACE COMPLYING WITH SECTION 305 POSITIONED FOR M g M o, M o - THE WATER CLOSET (604.6) FORWARD APPROACH AND CENTERED ON UNIT PROTECT SHADED AREA00 4" MAX. FROM CROSS -TRAFFIC i _10 c� _ _ - _ _ - _ _ _ 60"MIN. `O J °' 6 4. URINALS SHALL HAVE A CLEAR FLOOR SPACE COMPLYING WITH SECTION 305 POSITIONED FOR FORWARD APPROACH AND CENTERED ON UNIT (605.3) 5. LAVATORIES SHALL HAVE CLEAR FLOOR SPACE COMPLYING (602.2) z - WITH SECTION 305 POSITIONED FOR FORWARD APPROACH AND 5" MAX. 15" MIN. 42" MIN. 56" MIN. W/ WALL MTD. W.C. (A) (C) 42" MIN. 60" MIN. CENTERED ON UNIT (606.2) z ELEVATION PLAN 6. KNEE & TOE CLEARANCE COMPLYING WITH SECTION 306 / 00 N o I 59" MIN. W/ FLR. MTD. W.C. SHALL BE PROVIDED (602.2) 7. EXPOSED WATER SUPPLY AND DRAINPIPES SHALL BE INSULATED. THERE SHALL BE NO SHARP OR ABRASIVE - i� x CLEARANCE AT WATER CLOSETS WHEELCHAIR ACCESSIBLE TOILET COMPARTMENT WHEELCHAIR ACCESSIBLE TOILET FIG. 604.3.1 REF. SECTION 604 COMPARTMENT TOE CLEARANCE AMBULATORY ACCESSIBLE TOILET COMPARTMENT FIG. 604.8.2 SURFACES UNDER LAVATORIES (606.5) 01 42" MIN. 42" MIN. 36" MIN. 36" MIN. FIG. 604.8.2 8. INSTALL GRAB BAR TO WITHSTAND NOT LESS THAN A 250 � / POUND FORCE APPLIED AT ANY POINT ON THE BAR (609.8) X<48" X<48" CANE DETECTION AREA CLEAR WIDTH FIG. 403.5.2 A FIG. 403.5.2 B 30"CLEAR DRINKING FOUNTAIN SPOUT LOCATION CLEAR WIDTHS AT 180 DEGREE TURNS FIG.307.5 FIG.307.2 zL 54"MIN. � i FIG. 602.5 VERTICAL CLEARANCES LIMITS OF PROTRUDING OBJECTS 39"-41" 36" MIN 30" CLEAR 24" MAX. 48"MIN. z 42" MIN. 12" MIN 13 1/2" MIN. MIRROR o 1 1/4"-2" 1 1/2" MIN. CIRCULAR 00 12" MAX FLUSH CONTROL(OPEN SIDE) �/ W W 8" MIN o T/ GRAB BAR i / Ul < Q ROUTE NOTE: THE SLOPE OF A WALKING SURFACE ALONG AN ACCESSIBLE ROUTE SHALL NOT BE STEEPER X 1X>12" ? i� 12" MAX o N v co g "o' - --- / o �o, f M w Cl) w °' w 0 zACCESSIBLE o U r > w z_ w v ~ z ~ c� M c� 00 M CO N N (V / � U) CZ' I� Cn _ V W W N W co co THAN 1:20 AND CROSS SLOPES SHALL NOT EXCEED 1:48 (402) /, / f /� / /i /� i /� w m w REF. 602.7 REF. 602.4 FIG. 307.3 A FIG. 307.3 B ( ) ( ) z (A) (B) � PROJECTING OBJECTS RECESSED OBJECTS in 7"-9" 16"-18" LU 15" MIN., - 11" MIN. 6" MAX DRINKING FOUNTAIN OUTLET CLEAR WIDTHS FIG. 403.5.1 POST MOUNTED PROTRUDING OBJECTS SPACING OF GRAB BARS DISPENSER REF. 604.2 TOILET & GRAB BARS URINAL LAVATORY LAVATORY HEIGHTS FIG. 609.3 SECTION 604 & 609 REF. SECTION 605 REF. SECTIONS 606 & 603.3 REF. SECTIONS 606 & 603.3 ACCESSIBLE ROUTE PROTRUDING OBJECTS TOILET ROOM CLEARANCES & MOUNTING HEIGHTS DRINKING FOUNTAIN REF. SECTION 402 REF. SECTION 307 REF. CHAPTER 6 REF. SECTION 602 ARCHITECTURE PLANNING INTERIORS GRAPHICS O HANA GROWTH PARTNERS U) Ill- 0 W U Q 2948 SIDCO DR. NASHVILLE, TN 37204 615.244.8170 www.mjmarch.com 212 WEST PADONIA RD TIMONIUM, MD 21093 PLANET FITNESS - EDMONDS 22515 HIGHWAY 99 EDMONDS, WA 98026 SNOHOMISH COUNTY J Q W U) W z O PERMIT SET 03/06/24 MJM # 23450 W Q 0 NO. DESCRIPTION DATE This drawing and the design shown is the property of the architect. The reproduction, copying or use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. ACCESSIBILITY D I4W S & DOTA,LS CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT G200 U) z O U) W I- W W 2 U) 1. FLOOR AND CEILING RUNNERS - (NOT SHOW N) - FOR USE W ITH ITEM 2 - CHANNEL SHAPED, FABRICATED FROM MIN 25 MSG CORROSION -PROTECTED STEEL, MIN DEPTH TO ACCOMMODATE STUD SIZE, W ITH MIN 1-1/4 IN. LONG LEGS, ATTACHED TO FLOOR AND CEILING W ITH FASTENERS 24 IN. OC MAX. 1A. FRAMING MEMBERS* - FLOOR AND CEILING RUNNER- NOT SHOWN - IN LIEU OF ITEM 1 - FOR USE W ITH ITEM 2B, PROPRIETARY CHANNEL SHAPED RUNNERS, 3-5/8 IN. DEEP ATTACHED TO FLOOR AND CEILING W ITH FASTENERS 24 IN. OC MAX. CALIFORNIA EXPANDED METAL PRODUCTS CO - VIPER25T'" TRACK CRACO MFG INC - SMARTTRACK25T MARINO/WARE, DIV OF WARE INDUSTRIES INC - VIPER25T- TRACK FUSION BUILDING PRODUCTS-VIPER25Tm TRACK IMPERIAL MANUFACTURING GROUP INC - VIPER25T"' TRACK 1B. FRAMING MEMBERS* - FLOOR AND CEILING RUNNER- NOT SHOWN - IN LIEU OF ITEM 1 - FOR USE W ITH ITEM 2C, PROPRIETARY CHANNEL SHAPED RUNNERS, 1-1/4 IN. WIDE BY 3-5/8 IN. DEEP FABRICATED FROM MIN 0.018 IN. THICK GALV STEEL, ATTACHED TO FLOOR AND CEILING W ITH FASTENERS SPACED 24 IN. OC MAX. CALIFORNIA EXPANDED METAL PRODUCTS CO - VIPER20- TRACK MARINO/WARE, DIV OF WARE INDUSTRIES INC - VIPER20T"' TRACK FUSION BUILDING PRODUCTS-VIPER20Tm TRACK IMPERIAL MANUFACTURING GROUP INC - VIPER20T"' TRACK 1 C. FRAMING MEMBERS* - FLOOR AND CEILING RUNNERS - (NOT SHOW N) - IN LIEU OF ITEM 1 - CHANNEL SHAPED, ATTACHED TO FLOOR AND CEILING WITH FASTENERS 24 IN. OC. MAX. ALLSTEEL & GYPSUM PRODUCTS INC - TYPE SUPREME D24/30EQD AND TYPE SUPREME D20 CONSOLIDATED FABRICATORS CORP, BUILDING PRODUCTS DIV-TYPE SUPREME D24/30EQD AND TYPE SUPREME D20 QUAIL RUN BUILDING MATERIALS INC - TYPE SUPREME D24/30EQD AND TYPE SUPREME D20 SCAFCO STEEL STUD MANUFACTURING CO - TYPE SUPREME D24/30EQD AND TYPE SUPREME D20 STEEL CONSTRUCTION SYSTEMS INC - TYPE SUPREME D24/30EQD AND TYPE SUPREME D20 TELLING INDUSTRIES L L C - TYPE SUPREME D24/30EQD AND TYPE SUPREME D20 UNITED METAL PRODUCTS INC - TYPE SUPREME D24/30EQD AND TYPE SUPREME D20 1 D. FLOOR AND CEILING RUNNERS - (NOT SHOW N) - FOR USE W ITH ITEM 2A - CHANNEL SHAPED, FABRICATED FROM MIN 20 MSG CORROSION -PROTECTED OR GALV STEEL, MIN DEPTH TO ACCOMMODATE STUD SIZE, W ITH MIN 1 IN. LONG LEGS, ATTACHED TO FLOOR AND CEILING W ITH FASTENERS SPACED MAX 24 IN. OC. 1 E. FRAMING MEMBERS* - FLOOR AND CEILING RUNNERS - (NOT SHOWN, AS AN ALTERNATE TO ITEM 1) - FOR USE W ITH ITEMS 2E, 5F OR 5G OR 51 ONLY, CHANNEL SHAPED, FABRICATED FROM MIN. 0.015 IN. (MIN BARE METAL THICKNESS) GALVANIZED STEEL, ATTACHED TO FLOOR AND CEILING WITH FASTENERS 24 IN. OC. MAX. CLARKDIETRICH BUILDING SYSTEMS - CD PROTRAK DMFCW BS L L C - PROTRAK MBA METAL FRAMING - PROTRAK RAM SALES L L C - RAM PROTRAK STEEL STRUCTURAL PRODUCTS L L C - TRI-S PROTRAK 1 F. FRAMING MEMBERS* - FLOOR AND CEILING RUNNER - NOT SHOW N - IN LIEU OF ITEM 1 - FOR USE W ITH ITEM 2F, PROPRIETARY CHANNEL SHAPED RUNNERS, MINIMUM WIDTH TO ACCOMMODATE STUD SIZE, W ITH 1- 1/8 IN. LONG LEGS FABRICATED FROM MIN 0.015 IN. (MIN BARE METAL THICKNESS) GALV STEEL, ATTACHED TO FLOOR AND CEILING W ITH FASTENERS SPACED 24 IN. OC MAX. SUPER STUD BUILDING PRODUCTS - THE EDGE 1G. FRAMING MEMBERS* - FLOOR AND CEILING RUNNER- FOR USE WITH ITEM 2G, PROPRIETARY CHANNEL SHAPED RUNNERS, MINIMUM WIDTH TO ACCOMMODATE STUD SIZE ATTACHED TO FLOOR AND CEILING W ITH FASTENERS 24 IN. OC MAX. STUDCO BUILDING SYSTEMS - CROCSTUD TRACK 1H. FLOOR AND CEILING RUNNERS - (NOT SHOWN) - CHANNEL SHAPED, FABRICATED FROM MIN 0.02 IN. GALV STEEL, MIN WIDTH TO ACCOMMODATE STUD SIZE, WITH MIN 1 IN. LONG LEGS, FOR USE WITH STUDS SPECIFIED BELOW AND FABRICATED FROM MIN 0.018 IN. GALV STEEL OR THICKER, ATTACHED TO FLOOR AND CEILING W ITH FASTENERS SPACED MAX 24 IN. OC. MARINO/WARE, DIV OF WARE INDUSTRIES INC - VIPER20T"' TRACK VT100 FUSION BUILDING PRODUCTS - VIPER20Tm TRACK VT100 IMPERIAL MANUFACTURING GROUP INC - VIPER20T"' TRACK VT100 1 I. FRAMING MEMBERS* - FLOOR AND CEILING RUNNERS - (NOT SHOWN, AS AN ALTERNATE TO ITEM 1) - FOR USE W ITH ITEMS 2H, CHANNEL SHAPED, FABRICATED FROM MIN. 0.015 IN. (MIN BARE METAL THICKNESS) GALVANIZED STEEL, ATTACHED TO FLOOR AND CEILING W ITH FASTENERS 24 IN. OC. MAX. TELLING INDUSTRIES L L C - TRUE-TRACKw 1J. FRAMING MEMBERS* - FLOOR AND CEILING RUNNER- NOT SHOWN - IN LIEU OF ITEM 1 - FOR USE W ITH ITEM 21, PROPRIETARY CHANNEL SHAPED RUNNERS, 3-5/8 IN. DEEP ATTACHED TO FLOOR AND CEILING W ITH FASTENERS 24 IN. OC MAX. 1K. FRAMING MEMBERS* - FLOOR AND CEILING RUNNER- NOT SHOWN - IN LIEU OF ITEM 1 - FOR USE W ITH ITEM 2J, PROPRIETARY CHANNEL SHAPED RUNNERS, 1-1/4 IN. WIDE BY 3-5/8 IN. DEEP FABRICATED FROM MIN 0.018 IN. THICK GALV STEEL, ATTACHED TO FLOOR AND CEILING W ITH FASTENERS SPACED 24 IN. OC MAX. 1 L. FRAMING MEMBERS* - FLOOR AND CEILING RUNNER - NOT SHOW N - IN LIEU OF ITEM 1 - FOR USE W ITH ITEM 2N, PROPRIETARY CHANNEL SHAPED RUNNERS, 1-1/4 IN. WIDE BY MIN. 3-1/2 IN. DEEP FABRICATED FROM MIN 0.018 IN. THICK GALV STEEL, ATTACHED TO FLOOR AND CEILING WITH FASTENERS SPACED 24 IN. OC MAX. RESCUE METAL FRAMING, L L C-ALPHATRAK 1 M. FRAMING MEMBERS* - FLOOR AND CEILING RUNNERS - NOT SHOW N - AS AN ALTERNATE TO ITEM 1 - FOR USE W ITH ITEM 20, PROPRIETARY CHANNEL SHAPED RUNNERS, MIN WIDTH TO ACCOMMODATE STUD SIZE, GALV STEEL, ATTACHED TO FLOOR AND CEILING W ITH FASTENERS SPACED 24 IN. OC MAX. RONDO BUILDING SERVICES PTY LTD - RONDO WALL TRACK 1 N. FRAMING MEMBERS* - FLOOR AND CEILING RUNNERS - NOT SHOW N - AS AN ALTERNATE TO ITEM 1 - FOR USE W ITH ITEM 2P, PROPRIETARY CHANNEL SHAPED RUNNERS, MIN WIDTH TO ACCOMMODATE STUD SIZE, GALV STEEL, ATTACHED TO FLOOR AND CEILING W ITH FASTENERS SPACED 24 IN. OC MAX. DEG BUILDING MATERIALS - OEG TRACK 10. FRAMING MEMBERS* - FLOOR AND CEILING RUNNER- NOT SHOWN - IN LIEU OF ITEM 1 - FOR USE WITH ITEM 2Q, PROPRIETARY CHANNEL SHAPED RUNNERS, MIN WIDTH TO ACCOMMODATE STUD SIZE, FABRICATED FROM MIN. 25 MSG (0.018 IN. MIN. BARE METAL THICKNESS), ATTACHED TO FLOOR AND CEILING W ITH FASTENERS SPACED 24 IN. OC MAX. CALIFORNIA EXPANDED METAL PRODUCTS CO - VIPER X TRACK 2. STEEL STUDS - CHANNEL SHAPED, FABRICATED FROM MIN 25 MSG CORROSION -PROTECTED STEEL, MIN DEPTH AS INDICATED UNDER ITEM 5, SPACED A MAX OF 24 IN. OC. STUDS TO BE CUT 3/8 TO 3/4 IN. LESS THAN ASSEMBLY HEIGHT. 2A. STEEL STUDS - (AS AN ALTERNATE TO ITEM 2, FOR USE W ITH ITEMS 5B, 5E, 5H, 5J OR TYPE ULIX) - CHANNEL SHAPED, FABRICATED FROM MIN 20 MSG CORROSION -PROTECTED OR GALV STEEL, 3-1/2 IN. MIN DEPTH, SPACED A MAX OF 16 IN. OC. STUDS FRICTION -FIT INTO FLOOR AND CEILING RUNNERS. STUDS TO BE CUT 5/8 TO 3/4 IN. LESS THAN ASSEMBLY HEIGHT. 2B. FRAMING MEMBERS* - STEEL STUDS - (AS AN ALTERNATE TO ITEM 2, FOR USE W ITH ITEMS 5C, 51 OR TYPE ULIX) - PROPRIETARY CHANNEL SHAPED STUDS, 3-5/8 IN. DEEP SPACED A MAX OF 24 IN. OC. STUDS TO BE CUT 3/4 IN LESS THAN THE ASSEMBLY HEIGHT AND INSTALLED W ITH A 1/2 IN. GAP BETWEEN THE END OF THE STUD AND TRACK AT THE BOTTOM OF THE WALL. FOR DIRECT ATTACHMENT OF GYPSUM BOARD ONLY. CALIFORNIA EXPANDED METAL PRODUCTS CO - VIPER25T'" CRACO MFG INC-SMARTSTUD25TM MARINO/WARE, DIV OF WARE INDUSTRIES INC - VIPER25TM FUSION BUILDING PRODUCTS-VIPER25TM' IMPERIAL MANUFACTURING GROUP INC - VIPER25TM 2C. FRAMING MEMBERS* - STEEL STUDS - NOT SHOW N - IN LIEU OF ITEM 2 - PROPRIETARY CHANNEL SHAPED STEEL STUDS, MIN DEPTH AS INDICATED UNDER ITEM 5, SPACED A MAX IF 24 IN. OC, FABRICATED FROM MIN 0.018 IN. THICK GALV STEEL. STUDS CUT 3/8 IN. TO 3/4 IN. LESS IN LENGTHS THAN ASSEMBLY HEIGHTS. CALIFORNIA EXPANDED METAL PRODUCTS CO - VIPER20w MARINO/WARE, DIV OF WARE INDUSTRIES INC - VIPER20TM FUSION BUILDING PRODUCTS-VIPER20TM IMPERIAL MANUFACTURING GROUP INC - VIPER20TM 2D. FRAMING MEMBERS* - STEEL STUDS - IN LIEU OF ITEM 2 - CHANNEL SHAPED STUDS, MIN DEPTH AS INDICATED UNDER ITEM 5, SPACED A MAX OF 24 IN. OC. STUDS TO BE CUT 3/4 IN. LESS THAN ASSEMBLY HEIGHT. ALLSTEEL & GYPSUM PRODUCTS INC - TYPE SUPREME D24/30EQD AND TYPE SUPREME D20 CONSOLIDATED FABRICATORS CORP, BUILDING PRODUCTS DIV-TYPE SUPREME D24/30EQD AND TYPE SUPREME D20 QUAIL RUN BUILDING MATERIALS INC - TYPE SUPREME D24/30EQD AND TYPE SUPREME D20 SCAFCO STEEL STUD MANUFACTURING CO - TYPE SUPREME D24/30EQD AND TYPE SUPREME D20 STEEL CONSTRUCTION SYSTEMS INC - TYPE SUPREME D24/30EQD AND TYPE SUPREME D20 TELLING INDUSTRIES L L C - TYPE SUPREME D24/30EQD AND TYPE SUPREME D20 UNITED METAL PRODUCTS INC - TYPE SUPREME D24/30EQD AND TYPE SUPREME D20 2E. FRAMING MEMBERS* - STEEL STUDS - (NOT SHOWN, AS AN ALTERNATE TO ITEM 2) - FOR USE W ITH ITEMS 5F OR 5G OR 51 OR TYPE ULIX ONLY, CHANNEL SHAPED STUDS, MIN DEPTH AS INDICATED UNDER ITEM 5F, 5G OR 51, FABRICATED FROM MIN. 0.015 IN. (MIN BARE METAL THICKNESS) GALVANIZED STEEL, SPACED A MAX OF 24 IN. OC. STUDS TO BE CUT 3/4 IN. LESS THAN ASSEMBLY HEIGHT. CLARKDIETRICH BUILDING SYSTEMS - CD PROSTUD DMFCW BS L L C - PROSTUD MBA METAL FRAMING - PROSTUD RAM SALES L L C - RAM PROSTUD STEEL STRUCTURAL PRODUCTS L L C - TRI-S PROSTUD 2F. FRAMING MEMBERS* - STEEL STUDS - NOT SHOW N - IN LIEU OF ITEM 2 - PROPRIETARY CHANNEL SHAPED STEEL STUDS, MINIMUM WIDTH INDICATED UNDER ITEM 5, 1-1/4 IN. DEEP FABRICATED FROM MIN 0.015 IN. (MIN BARE METAL THICKNESS) GALVANIZED STEEL. STUDS 3/8 IN. TO 3/4 IN. LESS IN LENGTHS THAN ASSEMBLY HEIGHTS. SUPER STUD BUILDING PRODUCTS - THE EDGE 2G. FRAMING MEMBERS* - STEEL STUDS - NOT SHOW N - IN LIEU OF ITEM 2 - PROPRIETARY CHANNEL SHAPED STUDS, MINIMUM WIDTH INDICATED UNDER ITEM 5, STUDS TO BE CUT 3/8 TO 3/4 IN LESS THAN THE ASSEMBLY HEIGHT. STUDCO BUILDING SYSTEMS - CROCSTUD 2H. FRAMING MEMBERS* - STEEL STUDS - (NOT SHOWN, AS AN ALTERNATE TO ITEM 2) - FABRICATED FROM MIN. 0.015 IN. (MIN BARE METAL THICKNESS) GALVANIZED STEEL, SPACED A MAX OF 24 IN. OC. STUDS TO BE CUT 3/4 IN. LESS THAN ASSEMBLY HEIGHT. TELLING INDUSTRIES L L C -TRUE-STUDT"' 21. FRAMING MEMBERS* - STEEL STUDS - 2J. FRAMING MEMBERS* - METAL STUDS - NOT SHOW N - IN LIEU OF ITEM 2 - PROPRIETARY CHANNEL SHAPED STEEL STUDS, MIN DEPTH AS INDICATED UNDER ITEM 5, SPACED A MAX IF 24 IN. OC, FABRICATED FROM MIN 0.018 IN. THICK GALV STEEL. STUDS CUT 3/8 IN. TO 3/4 IN. LESS IN LENGTHS THAN ASSEMBLY HEIGHTS 2K. FRAMING MEMBERS* - STEEL STUDS - AS AN ALTERNATE TO ITEM 2 - FOR USE W ITH ITEM 1, CHANNEL SHAPED STUDS, FABRICATED FROM MIN 25 MSG CORROSION -PROTECTED STEEL, MIN DEPTH AS INDICATED UNDER ITEM 5, SPACED A MAX OF 24 IN. OC. STUDS TO BE CUT 3/8 TO 3/4 IN. LESS THAN ASSEMBLY HEIGHT EB METAL INC - NITROSTUD 2L. FRAMING MEMBERS* - STEEL STUDS - AS AN ALTERNATE TO ITEM 2 - FOR USE W ITH ITEM 1, CHANNEL SHAPED STUDS, FABRICATED FROM MIN 25 MSG CORROSION -PROTECTED STEEL, MIN DEPTH AS INDICATED UNDER ITEM 5, SPACED A MAX OF 24 IN. OC. STUDS TO BE CUT 3/8 TO 3/4 IN. LESS THAN ASSEMBLY HEIGHT. OLMAR SUPPLY INC - PRIMESTUD DESIGN NO. U419 J U LY 31, 2021 NONBEARING WALL RATINGS - 1, 2, 3 OR 4 HR (SEE ITEMS 4 & 5 THROUGH 5K) * INDICATES SUCH PRODUCTS SHALL BEAR THE UL OR CUL CERTIFICATION MARK FOR JURISDICTIONS EMPLOYING THE UL OR CUL CERTIFICATION (SUCH AS CANADA), RESPECTIVELY. 2M. FRAMING MEMBERS* - STEEL STUDS - AS AN ALTERNATE TO ITEM 2 - FOR USE W ITH ITEM 1, CHANNEL SHAPED STUDS, FABRICATED FROM MIN 25 MSG CORROSION -PROTECTED STEEL, MIN DEPTH AS INDICATED UNDER ITEM 5, SPACED A MAX OF 24 IN. OC. STUDS TO BE CUT 3/8 TO 3/4 IN. LESS THAN ASSEMBLY HEIGHT. MARINO/WARE, DIV OF WARE INDUSTRIES INC - STUDRITET"' 2N. FRAMING MEMBERS*- STEEL STUDS - AS AN ALTERNATE TO ITEM 2 - PROPRIETARY CHANNEL SHAPED STEEL STUDS, MIN DEPTH 3-1/2 IN. AND AS INDICATED UNDER ITEM 5, SPACED A MAX OF 24 IN. OC, FABRICATED FROM MIN 0.018 IN. THICK GALV STEEL. STUDS CUT 3/8 IN. TO 3/4 IN. LESS IN LENGTH THAN ASSEMBLY HEIGHT. RESCUE METAL FRAMING, L L C-ALPHASTUD 20. FRAMING MEMBERS* - STEEL STUDS - AS AN ALTERNATE TO ITEM 2 - PROPRIETARY CHANNEL SHAPED STEEL STUDS, MIN WIDTH AS INDICATED UNDER ITEM 5, GALV STEEL. STUDS TO BE CUT 3/8 TO 3/4 IN. LESS IN LENGTHS THAN ASSEMBLY HEIGHT. SPACED 24 IN. OC MAX. RONDO BUILDING SERVICES PTY LTD - RONDO LIPPED WALL STUD 2P. FRAMING MEMBERS* - STEEL STUDS - AS AN ALTERNATE TO ITEM 2 - PROPRIETARY CHANNEL SHAPED STEEL STUDS, MIN WIDTH AS INDICATED UNDER ITEM 5, MIN 25 MSG GALV STEEL. STUDS TO BE CUT 3/8 TO 3/4 IN. LESS IN LENGTHS THAN ASSEMBLY HEIGHT. SPACED 24 IN. OC MAX. DEG BUILDING MATERIALS-OEG STUD 2Q. FRAMING MEMBERS* - STEEL STUDS - NOT SHOW N - IN LIEU OF ITEM 2 - FOR USE W ITH ITEM 10, PROPRIETARY CHANNEL SHAPED STEEL STUDS, MIN DEPTH AS INDICATED UNDER ITEM 5, SPACED A MAX OF 24 IN. OC, FABRICATED FROM MIN 25 MSG (0.018 IN. MIN. BARE METAL THICKNESS). STUDS CUT 3/8 IN. TO 3/4 IN. LESS IN LENGTHS THAN ASSEMBLY HEIGHTS. CALIFORNIA EXPANDED METAL PRODUCTS CO - VIPER X 3. WOOD STRUCTURAL PANEL SHEATHING - (OPTIONAL, FOR USE W ITH ITEM 5 ONLY) - (NOT SHOW N) - 4 FT WIDE, 7/16 IN. THICK ORIENTED STRAND BOARD (OSB) OR 15/32 IN. THICK STRUCTURAL 1 SHEATHING (PLYWOOD) COMPLYING WITH DOC PS1 OR PS2, OR APA STANDARD PRP-108, MANUFACTURED W ITH EXTERIOR GLUE, APPLIED HORIZONTALLY OR VERTICALLY TO THE STEEL STUDS. VERTICAL JOINTS CENTERED ON STUDS, AND STAGGERED ONE STUD SPACE FROM WALLBOARD JOINTS. ATTACHED TO STUDS WITH FLAT -HEAD SELF -DRILLING TAPPING SCREWS WITH A MIN. HEAD DIAM. OF 0.292 IN. AT MAXIMUM 6 IN. OC. IN THE PERIMETER AND 12 IN. OC. IN THE FIELD. WHEN USED, GYPSUM PANELS ATTACHED OVER OSB OR PLYWOOD PANELS AND FASTENER LENGTHS FOR GYPSUM PANELS INCREASED BY MIN. 1/2 IN. 4. BATTS AND BLANKETS* - (REQUIRED AS INDICATED UNDER ITEM 5) - MINERAL WOOL BATTS, FRICTION FITTED BETWEEN STUDS AND RUNNERS. MIN NOM THICKNESS AS INDICATED UNDER ITEM 5. SEE BATTS AND BLANKETS (BKNV OR BZJZ) CATEGORIES FOR NAMES OF CLASSIFIED COMPANIES. 4A. BATTS AND BLANKETS* - (OPTIONAL) - PLACED IN STUD CAVITIES, ANY GLASS FIBER OR MINERAL WOOL INSULATION BEARING THE UL CLASSIFICATION MARKING AS TO SURFACE BURNING CHARACTERISTICS AND/OR FIRE RESISTANCE. SEE BATTS AND BLANKETS (BKNV OR BZJZ) CATEGORIES FOR NAMES OF CLASSIFIED COMPANIES. 4B. FIBER, SPRAYED* - (OPTIONAL, FOR USE W ITH TYPE ULIX) WHERE INSULATION IS REQUIRED - SPRAY APPLIED GRANULATED MINERAL FIBER MATERIAL. THE FIBER IS APPLIED W ITH ADHESIVE AT A MINIMUM DENSITY OF 4.0 PCF TO COMPLETELY FILL THE WALL CAVITY IN ACCORDANCE W ITH THE APPLICATION INSTRUCTIONS SUPPLIED W ITH THE PRODUCT. SEE FIBER, SPRAYED (CCAZ). AMERICAN ROCKWOOL MANUFACTURING, LLC-TYPE ROCKWOOL PREMIUM PLUS 4C. FOAMED PLASTIC* - (W HERE BATTS AND BLANKETS*, ITEM 4, ARE OPTIONAL, FOR USE W ITH ITEM 5K) - SPRAY APPLIED, FOAMED PLASTIC INSULATION, AT ANY THICKNESS FROM PARTIAL FILL TO COMPLETELY FILLING STUD CAVITY, FOR 2 HOUR RATED ASSEMBLIES ONLY. WHEN FOAMED PLASTIC IS USED, MINIMUM STUD DEPTH SHALL BE 3-1/2 IN. CARLISLE SPRAY FOAM INSULATION -TYPES SEALTITE PRO CLOSED CELL (CC), SEALTITE PRO OPEN CELL (OC), SEALTITE PRO OCX, SEALTITE PRO NO TRIM 21, SEALTITE PRO ONE ZERO, FOAMSULATE CLOSED CELL, FOAMSULATE OCX, FOAMSULATE 70, AND FOAMSULATE HFO. 5. GYPSUM BOARD* - GYPSUM PANELS W ITH BEVELED, SQUARE OR TAPERED EDGES, APPLIED VERTICALLY OR HORIZONTALLY. VERTICAL JOINTS CENTERED OVER STUDS AND STAGGERED ONE STUD CAVITY ON OPPOSITE SIDES OF STUDS. VERTICAL JOINTS IN ADJACENT LAYERS (MULTILAYER SYSTEMS) STAGGERED ONE STUD CAVITY. HORIZONTAL JOINTS NEED NOT BE BACKED BY STEEL FRAMING. HORIZONTAL EDGE JOINTS AND HORIZONTAL BUTT JOINTS ON OPPOSITE SIDES OF STUDS NEED NOT BE STAGGERED. HORIZONTAL EDGE JOINTS AND HORIZONTAL BUTT JOINTS IN ADJACENT LAYERS (MULTILAYER SYSTEMS) STAGGERED A MIN OF 12 IN. HORIZONTAL EDGE JOINTS AND HORIZONTAL BUTT JOINTS IN ADJACENT LAYERS (MULTILAYER SYSTEMS) WITH TYPE ULIX NEED NOT BE STAGGERED. THE THICKNESS AND NUMBER OF LAYERS FOR THE 1 HR, 2 HR, 3 HR AND 4 HR RATINGS ARE AS FOLLOWS: GYPSUM BOARD PROTECTION ON EACH SIDE OF WALL RATING, HR MIN STUD DEPTH, IN. ITEMS 2, 2C, 2D, 2F, 2G, 20 NO. OF LAYERS & THKNS OF PANEL MIN THKNS OF INSULATION (ITEM 4) 1 3-1/2 1 LAYER, 5/8 IN. THICK OPTIONAL 1 2-1/2 1 LAYER, 1/2 IN. THICK 1-1/2 IN. 1 1-5/8 1 LAYER, 3/4 IN. THICK OPTIONAL 2 1-5/8 2 LAYERS, 1/2 IN. THICK OPTIONAL 2 1-5/8 2 LAYERS, 5/8 IN. THICK OPTIONAL 2 3-1/2 1 LAYER, 3/4 IN. THICK 3 IN. 3 1-5/8 3 LAYERS, 1/2 IN. THICK OPTIONAL 3 1-5/8 2 LAYERS, 3/4 IN. THICK OPTIONAL 3 1-5/8 3 LAYERS, 5/8 IN. THICK OPTIONAL 4 1-5/8 4 LAYERS, 5/8 IN. THICK OPTIONAL 4 1-5/8 4 LAYERS, 1/2 IN. THICK OPTIONAL 4 2-1/2 2 LAYERS, 3/4 IN. THICK 2 IN. CGC INC - 1/2 IN. THICK TYPE C IP-X2 OR IPC-AR' WRC 5/8 IN. THICK TYPE ARC IP-AR IP-X1 IP-X2 IPC-AR SCX SHX ULIX WRX OR WRC; 3/4 IN. THICK TYPES IP-X3 OR ULTRACODE THE SIAM GYPSUM INDUSTRY (SONGKHLA) CO - 1/2 IN. THICK TYPE C AND 5/8 IN. THICK TYPE SCX UNITED STATES GYPSUM CO - 1/2 IN. THICK TYPE C, IP-X2, IPC-AR OR WRC; 5/8 IN. THICK TYPE SCX, SGX, SHX, ULIX, W RX, IP-X1, ARC WRC FRX-G IP-AR IP-X2 IPC-AR; 3/4 IN. THICK TYPES IP-X3 OR ULTRACODE USG BORAL DRYWALL SFZ LLC - 1/2 IN. TYPE C; 5/8 IN. TYPES C, SCX, SGX, ULTRACODE USG MEXICO S A DE C V - 1/2 IN. THICK TYPE C, IP-X2, IPC-AR OR WRC; 5/8 IN. THICK TYPE AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, WRX, WRC OR; 3/4 IN. THICK TYPES IP-X3 OR ULTRACODE WHEN ITEM 713 STEEL FRAMING MEMBERS* IS USED NONBEARING WALL RATING IS LIMITED TO 1 HR. MIN. STUD DEPTH IS 3-1/2 IN., MIN. THICKNESS OF INSULATION (ITEM 4) IS 3 IN., AND TWO LAYERS OF GYPSUM BOARD PANELS (1/2 IN. OR 5/8 IN. THICK) SHALL BE ATTACHED TO FURRING CHANNELS AS DESCRIBED IN ITEM 6. ONE LAYER OF GYPSUM BOARD PANELS (1/2 IN. OR 5/8 IN. THICK) ATTACHED TO OPPOSITE SIDE OF STUD WITHOUT FURRING CHANNELS AS DESCRIBED IN ITEM 6. 5A. GYPSUM BOARD* - (AS AN ALTERNATE TO ITEM 5) - 5/8 IN. THICK, 24 TO 54 IN. WIDE, APPLIED HORIZONTALLY AS THE OUTER LAYER TO ONE SIDE OF THE ASSEMBLY. SECURED AS DESCRIBED IN ITEM 6. CGC INC - TYPE SHX. UNITED STATES GYPSUM CO - TYPE FRX-G, SHX. USG MEXICO S A DE C V - TYPE SHX. 5B. GYPSUM BOARD* - (NOT SHOW N) - AS AN ALTERNATE TO ITEM 5 W HEN USED AS THE BASE LAYER ON ONE OR BOTH SIDES OF WALL W HEN 5/8 IN OR 3/4 IN. THICK PRODUCTS ARE SPECIFIED. FOR DIRECT ATTACHMENT ONLY TO STEEL STUDS ITEM 2A, (NOT TO BE USED W ITH ITEM 3) - NOM 5/8 IN. OR 3/4 IN. MAY BE USED AS ALTERNATE TO ALL 5/8 IN. OR 3/4 IN. SHOWN IN ITEM 5, WALLBOARD PROTECTION ON EACH SIDE OF WALL TABLE. NOM 5/8 IN. OR 3/4 IN. THICK LEAD BACKED GYPSUM PANELS W ITH BEVELED, SQUARE OR TAPERED EDGES, APPLIED VERTICALLY. VERTICAL JOINTS CENTERED OVER STUDS AND STAGGERED MIN 1 STUD CAVITY ON OPPOSITE SIDES OF STUDS. GYPSUM BOARD SECURED TO 20 MSG STEEL STUDS ITEM 2A W ITH 1-1/4 IN. LONG TYPE S-12 STEEL SCREWS SPACED 8 IN. OC AT PERIMETER AND 12 IN. OC IN THE FIELD. TO BE USED WITH LEAD BATTEN STRIPS (SEE ITEM 11) OR LEAD DISCS OR TABS (SEE ITEM 12). RAY -BAR ENGINEERING CORP - TYPE RB-LBG 5C. GYPSUM BOARD* - (FOR USE WITH ITEM 2B) - RATING LIMITED TO 1 HOUR. 5/8 IN. THICK, 48 IN. WIDE, GYPSUM PANELS W ITH BEVELED, SQUARE OR TAPERED EDGES, APPLIED VERTICALLY OR HORIZONTALLY. (VERTICAL APPLICATION) - THE GYPSUM BOARD IS TO BE INSTALLED ON EACH SIDE OF THE STUDS W ITH 1 IN. LONG TYPE S COATED STEEL SCREWS SPACED 8 IN. OC STARTING 4 IN. FROM THE EDGE OF THE BOARD AT THE VERTICAL EDGES AND 12 IN. OC STARTING 6 IN. FROM THE EDGE OF THE BOARD AT THE CENTER OF EACH BOARD. GYPSUM BOARDS ARE TO BE SECURED TO THE TOP AND BOTTOM TRACK W ITH SCREWS SPACED 8 IN. OC STARTING 4 IN. FROM THE BOARD EDGE. FASTENERS SHALL NOT PENETRATE THROUGH BOTH THE STUD AND THE TRACK AT THE SAME TIME. VERTICAL JOINTS ARE TO BE CENTERED OVER STUDS AND STAGGERED ONE STUD CAVITY ON OPPOSITE SIDES OF STUDS. (HORIZONTAL APPLICATION) - THE GYPSUM BOARD IS TO BE INSTALLED ON EACH SIDE OF THE STUDS W ITH 1 IN. LONG TYPE S COATED STEEL SCREWS SPACED 8 IN. OC STARTING 4 IN. FROM THE EDGE OF THE BOARD AT THE VERTICAL EDGES AND 12 IN. OC STARTING 6 IN. FROM THE EDGE OF THE BOARD AT THE CENTER OF EACH BOARD. GYPSUM BOARDS ARE TO BE SECURED TO THE TOP AND BOTTOM TRACK WITH SCREWS SPACED 8 IN. OC STARTING 4 IN. FROM THE BOARD EDGE. FASTENERS SHALL NOT PENETRATE THROUGH BOTH THE STUD AND THE TRACK AT THE SAME TIME. ALL HORIZONTAL JOINTS ARE TO BE BACKED AS OUTLINED UNDER SECTION VI OF VOLUME 1 IN THE FIRE RESISTIVE DIRECTORY CGC INC - TYPE SCX, ULIX. THE SIAM GYPSUM INDUSTRY (SONGKHLA) CO - TYPE SCX UNITED STATES GYPSUM CO - TYPE SCX, SGX, ULIX. USG BORAL DRYWALL SFZ LLC - TYPE SCX USG MEXICO S A DE C V - TYPE SCX 5D. GYPSUM BOARD* - (AS AN ALTERNATE TO ITEM 5) - 5/8 IN. THICK, 48 IN. WIDE, APPLIED VERTICALLY OR HORIZONTALLY. SECURED AS DESCRIBED IN ITEM 6. FOR USE W ITH ITEMS 1 AND 2 ONLY. CGC INC - TYPE USGX UNITED STATES GYPSUM CO - TYPE USGX USG BORAL DRYWALL SFZ LLC - TYPE USGX USG MEXICO S A DE C V - TYPE USGX 5E. GYPSUM BOARD* - (NOT SHOW N) - (AS AN ALTERNATE TO ITEM 5 W HEN USED AS THE BASE LAYER ON ONE OR BOTH SIDES OF WALL W HEN 1/2 IN. OR 5/8 IN THICK PRODUCTS ARE SPECIFIED, FOR DIRECT ATTACHMENT ONLY TO STEEL STUDS ITEM 2A, NOT TO BE USED W ITH ITEM 3). NOMINAL 5/8 IN. THICK LEAD BACKED GYPSUM PANELS W ITH BEVELED, SQUARE OR TAPERED EDGES, APPLIED VERTICALLY. VERTICAL JOINTS CENTERED OVER STUDS AND STAGGERED MIN 1 STUD CAVITY ON OPPOSITE SIDES OF STUDS. WALLBOARD SECURED TO STUDS WITH 1-1/4 IN. LONG TYPE S-12 (OR NO. 6 BY 1-1/4 IN. LONG BUGLE HEAD FINE DRILLER) STEEL SCREWS SPACED 8 IN. OC AT PERIMETER AND 12 IN. OC IN THE FIELD. NEW ENGLAND LEAD BURNING CO INC, DBA NELCO - NELCO 5F. GYPSUM BOARD* - (AS AN ALTERNATE TO ITEM 5) - FOR USE W ITH ITEMS 1 E AND 2E AND LIMITED TO 1 HOUR RATING ONLY, GYPSUM PANELS W ITH BEVELED, SQUARE OR TAPERED EDGES, APPLIED VERTICALLY, AND FASTENED TO THE STEEL STUDS W ITH 1 IN. LONG TYPE S SCREWS SPACED 8 IN. OC ALONG VERTICAL AND BOTTOM EDGES AND 12 IN. OC IN THE FIELD. VERTICAL JOINTS CENTERED OVER STUDS AND STAGGERED ONE STUD CAVITY ON OPPOSITE SIDES OF STUDS. STEEL STUD DEPTH SHALL BE A MINIMUM 3-5/8 IN. THE SIAM GYPSUM INDUSTRY (SONGKHLA) CO - TYPE SCX UNITED STATES GYPSUM CO - 5/8 IN. THICK TYPE SCX, SGX, ULIX USG BORAL DRYWALL SFZ LLC - 5/8 IN. THICK TYPE SCX, SGX 5G. GYPSUM BOARD* - (AS AN ALTERNATE TO ITEM 5) - FOR USE W ITH ITEMS 1 E AND 2E ONLY, GYPSUM PANELS W ITH BEVELED, SQUARE OR TAPERED EDGES, APPLIED VERTICALLY OR HORIZONTALLY, AS SPECIFIED IN THE TABLE BELOW AND FASTENED TO THE STEEL STUDS AS DESCRIBED IN ITEM 6. VERTICAL JOINTS CENTERED OVER STUDS AND STAGGERED ONE STUD CAVITY ON OPPOSITE SIDES OF STUDS. VERTICAL JOINTS IN ADJACENT LAYERS (MULTILAYER SYSTEMS) STAGGERED ONE STUD CAVITY. HORIZONTAL JOINTS NEED NOT BE BACKED BY STEEL FRAMING. HORIZONTAL EDGE JOINTS AND HORIZONTAL BUTT JOINTS ON OPPOSITE SIDES OF STUDS NEED NOT BE STAGGERED. HORIZONTAL EDGE JOINTS AND HORIZONTAL BUTT JOINTS IN ADJACENT LAYERS (MULTILAYER SYSTEMS) STAGGERED A MIN OF 12 IN. THE THICKNESS AND NUMBER OF LAYERS FOR THE 2 HR, 3 HR AND 4 HR RATINGS ARE AS FOLLOWS: GYPSUM BOARD PROTECTION ON EACH SIDE OF WALL MIN NO. OF MIN STUD LAYERS THKNS OF DEPTH, IN. & THKNS INSULATION RATING, HR ITEMS 2E OF PANEL (ITEM 4) 2 1-5/8 2 LAYERS, 1/2 IN. THICK OPTIONAL 2 1-5/8 2 LAYERS, 5/8 IN. THICK OPTIONAL 3 1-5/8 3 LAYERS, 1/2 IN. THICK OPTIONAL 3 1-5/8 3 LAYERS, 5/8 IN. THICK OPTIONAL 4 1-5/8 4 LAYERS, 1/2 IN. THICK OPTIONAL 4 1-5/8 4 LAYERS, 5/8 IN. THICK OPTIONAL CGC INC - 1/2 IN. THICK TYPE C, IP-X2 OR IPC-AR;, 5/8 IN. THICK TYPE AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, ULIX OR 3/4 IN. THICK TYPES IP-X3 OR ULTRACODE THE SIAM GYPSUM INDUSTRY (SONGKHLA) CO - 1/2 IN. THICK TYPES C AND 5/8 IN. THICK SCX UNITED STATES GYPSUM CO - 1/2 IN. THICK TYPE C, IP-X2, IPC-AR OR; 5/8 IN. THICK TYPE SCX, SGX, SHX, IP-X1, AR, C, , FRX-G, IP-AR, IP-X2, IPC-AR, ULIX; 3/4 IN. THICK TYPES IP-X3 OR ULTRACODE USG BORAL DRYWALL SFZ LLC - 1/2 IN. TYPE C; 5/8 IN. TYPES C, SCX, SGX, ULTRACODE USG MEXICO S A DE C V - 1/2 IN. THICK TYPE C, IP-X2, IPC-AR OR; 5/8 IN. THICK TYPE AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, OR; 3/4 IN. THICK TYPES IP-X3 OR ULTRACODE 5H. GYPSUM BOARD* - (NOT SHOW N) - (AS AN ALTERNATE TO ITEM 5 W HEN USED AS THE BASE LAYER ON ONE OR BOTH SIDES OF WALL W HEN 5/8 OR 3/4 IN THICK PRODUCTS ARE SPECIFIED. FOR DIRECT ATTACHMENT ONLY TO STEEL STUDS ITEM 2A, (NOT TO BE USED W ITH ITEM 3) - NOM 5/8 OR 3/4 IN. MAY BE USED AS ALTERNATE TO ALL 5/8 OR 3/4 IN. SHOWN IN ITEM 5, WALLBOARD PROTECTION ON EACH SIDE OF WALL TABLE. NOM 5/8 OR 3/4 IN. THICK LEAD BACKED GYPSUM PANELS WITH BEVELED, SQUARE OR TAPERED EDGES, APPLIED VERTICALLY. VERTICAL JOINTS CENTERED OVER 20 MSG STEEL STUDS AND STAGGERED MIN 1 STUD CAVITY ON OPPOSITE SIDES OF STUDS. WALLBOARD SECURED TO STUDS W ITH 1-1/4 IN. LONG TYPE S-12 STEEL SCREWS SPACED 8 IN. OC AT PERIMETER AND 12 IN. OC IN THE FIELD. GYPSUM BOARD SECURED TO 20 MSG STEEL STUDS ITEM 2B W ITH 1-1/4 IN. LONG TYPE S-12 STEEL SCREWS SPACED 8 IN. OC AT PERIMETER AND 12 IN. OC IN THE FIELD. FOR JOINT COMPOUND SEE ITEM 5. TO BE USED W ITH LEAD BATTEN STRIPS (SEE ITEM 11A) OR LEAD DISCS (SEE ITEM 12A). MAYCO INDUSTRIES INC -TYPE X-RAY SHIELDED GYPSUM 51. GYPSUM BOARD* - (AS AN ALTERNATE TO ITEM 5) - NOM. 5/8 IN. THICK GYPSUM PANELS W ITH BEVELED, SQUARE OR TAPERED EDGES INSTALLED AS DESCRIBED IN ITEM 5. STEEL STUD MINIMUM DEPTH SHALL BE AS INDICATED IN ITEM 5. CGC INC-TYPE ULIX, ULX UNITED STATES GYPSUM CO - TYPE ULIX, ULX USG MEXICO S A DE C V - TYPE ULX 5J. GYPSUM BOARD* - (NOT SHOW N) - (AS AN ALTERNATE TO ITEM 5 W HEN USED AS THE BASE LAYER ON ONE OR BOTH SIDES OF WALL W HEN 1/2 IN. OR 5/8 IN THICK PRODUCTS ARE SPECIFIED, FOR DIRECT ATTACHMENT ONLY TO STEEL STUDS ITEM 2A, NOT TO BE USED W ITH ITEM 3). NOM 5/8 IN. THICK LEAD BACKED GYPSUM PANELS W ITH BEVELED, SQUARE OR TAPERED EDGES, APPLIED VERTICALLY. VERTICAL JOINTS CENTERED OVER STUDS AND STAGGERED MIN 1 STUD CAVITY ON OPPOSITE SIDES OF STUDS. WALLBOARD SECURED TO STUDS WITH 1-1/4 IN. LONG TYPE S-12 STEEL SCREWS GYPSUM PANEL STEEL SCREWS SPACED 8 IN. OC AT PERIMETER AND 12 IN. OC IN THE FIELD. LEAD BATTEN STRIPS REQUIRED BEHIND VERTICAL JOINTS OF LEAD BACKED GYPSUM WALLBOARD AND OPTIONAL AT REMAINING STUD LOCATIONS. LEAD BATTEN STRIPS, MIN 2 IN. WIDE, MAX 8 FT LONG WITH A MAX THICKNESS OF 0.14 IN. PLACED ON THE FACE OF STUDS AND ATTACHED TO THE STUD WITH CONSTRUCTION ADHESIVE AND TWO 1 IN. LONG TYPE S-12 PAN HEAD STEEL SCREWS, ONE AT THE TOP OF THE STRIP AND ONE AT THE BOTTOM OF THE STRIP. LEAD DISCS, NOMINAL 3/8 IN. DIAM BY MAX 0.085 IN. THICK. COMPRESSION FITTED OR ADHERED OVER THE SCREW HEADS. LEAD BATTEN STRIPS AND DISCS TO HAVE A PURITY OF 99.9% MEETING THE FEDERAL SPECIFICATION QQ-L-201 F, GRADE "C". RADIATION PROTECTION PRODUCTS INC - TYPE RPP - LEAD LINED DRYWALL 5K. GYPSUM BOARD* - (AS AN ALTERNATE TO ITEM 5 W HEN FOAM PLASTIC INSULATION (ITEM 4C) IS USED) - ANY 5/8 IN. THICK, 4 FT. WIDE, GYPSUM BOARD LISTED IN ITEM 5 ABOVE. APPLIED VERTICALLY W ITH VERTICAL JOINTS CENTERED OVER STUDS AND STAGGERED ONE STUD CAVITY ON OPPOSITE SIDES OF STUDS. GYPSUM PANELS SECURED TO STUDS WITH 1 IN. LONG TYPE S STEEL SCREWS SPACED 8 IN. OC AT PERIMETER AND IN THE FIELD. FOR 2 LAYER ASSEMBLIES OUTER LAYER W ILL BE ATTACHED TO STUDS OVER INNER LAYER W ITH THE 1-5/8 IN. LONG STEEL SCREWS SPACED 8 IN. OC. 6. FASTENERS - (NOT SHOW N) - FOR USE W ITH ITEMS 2 AND 2F - TYPE S OR S-12 STEEL SCREWS USED TO ATTACH PANELS TO STUDS (ITEM 2) OR FURRING CHANNELS (ITEM 7). SINGLE LAYER SYSTEMS: 1 IN. LONG FOR 1/2 AND 5/8 IN. THICK PANELS OR 1-1/4 IN. LONG FOR 3/4 IN. THICK PANELS, SPACED 8 IN. OC W HEN PANELS ARE APPLIED HORIZONTALLY, OR 8 IN. OC ALONG VERTICAL AND BOTTOM EDGES AND 12 IN. OC IN THE FIELD WHEN PANELS ARE APPLIED VERTICALLY. SINGLE LAYER SYSTEM W ITH TYPE ULIX: 1 IN. LONG, SPACED 12 IN. OC IN THE FIELD AND PERIMETER, WHEN PANELS ARE APPLIED HORIZONTALLY OR VERTICALLY.TWO LAYER SYSTEMS: FIRST LAYER- 1 IN. LONG FOR 1/2 AND 5/8 IN. THICK PANELS OR 1-1/4 IN. LONG FOR 3/4 IN. THICK PANELS, SPACED 16 IN. OC. SECOND LAYER- 1-5/8 IN. LONG FOR 1/2 IN., 5/8 IN. THICK PANELS OR 2-1/4 IN. LONG FOR 3/4 IN. THICK PANELS, SPACED 16 IN. OC W ITH SCREWS OFFSET 8 IN. FROM FIRST LAYER.THREE-LAYER SYSTEMS: FIRST LAYER- 1 IN. LONG FOR 1/2 IN., 5/8 IN. THICK PANELS, SPACED 24 IN. OC. SECOND LAYER- 1-5/8 IN. LONG FOR 1/2 IN., 5/8 IN. THICK PANELS, SPACED 24 IN. OC. THIRD LAYER- 2-1/4 IN. LONG FOR 1/2 IN., 5/8 IN. THICK PANELS OR 2-5/8 IN. LONG FOR 5/8 IN. THICK PANELS, SPACED 12 IN. OC. SCREWS OFFSET MIN 6 IN. FROM LAYER BELOW. FOUR -LAYER SYSTEMS: FIRST LAYER- 1 IN. LONG FOR 1/2 IN., 5/8 IN. THICK PANELS, SPACED 24 IN. OC. SECOND LAYER- 1-5/8 IN. LONG FOR 1/2 IN., 5/8 IN. THICK PANELS, SPACED 24 IN. OC. THIRD LAYER- 2-1/4 IN. LONG FOR 1/2 IN. THICK PANELS OR 2-5/8 IN. LONG FOR 5/8 IN. THICK PANELS, SPACED 24 IN. OC. FOURTH LAYER- 2-5/8 IN. LONG FOR 1/2 IN. THICK PANELS OR 3 IN. LONG FOR 5/8 IN. THICK PANELS, SPACED 12 IN. OC. SCREWS OFFSET MIN 6 IN. FROM LAYER BELOW. 7. FURRING CHANNELS - (OPTIONAL, NOT SHOWN, FOR SINGLE OR DOUBLE LAYER SYSTEMS) - RESILIENT FURRING CHANNELS FABRICATED FROM MIN 25 MSG CORROSION -PROTECTED STEEL, SPACED VERTICALLY A MAX OF 24 IN. OC. FLANGE PORTION ATTACHED TO EACH INTERSECTING STUD W ITH 1/2 IN. LONG TYPE S-12 STEEL SCREWS. NOT FOR USE W ITH ITEM 5A. 7A. FRAMING MEMBERS* - (OPTIONAL ON ONE OR BOTH SIDES, NOT SHOWN, FOR SINGLE OR DOUBLE LAYER SYSTEMS) - AS AN ALTERNATE TO ITEM 7, FURRING CHANNELS AND STEEL FRAMING MEMBERS AS DESCRIBED BELOW: A. FURRING CHANNELS - FORMED OF NO. 25 MSG GALV STEEL. 2-9/16 IN. OR 2-23/32 IN. WIDE BY 7/8 IN. DEEP, SPACED MAX. 24 IN. OC PERPENDICULAR TO STUDS. CHANNELS SECURED TO STUDS AS DESCRIBED IN ITEM B. GYPSUM BOARD ATTACHED TO FURRING CHANNELS AS DESCRIBED IN ITEM 6. NOT FOR USE W ITH ITEM 5A. B. STEEL FRAMING MEMBERS* - USED TO ATTACH FURRING CHANNELS (ITEM 7AA) TO STUDS (ITEM 2). CLIPS SPACED MAX. 48 IN. OC. RSIC-1 AND RSIC-1 (2.75) CLIPS SECURED TO STUDS W ITH NO. 8 X 1-1/2 IN. MINIMUM SELF -DRILLING, S-12 STEEL SCREW THROUGH THE CENTER GROMMET. RSIC-V AND RSIC-V (2.75) CLIPS SECURED TO STUDS W ITH NO. 8 X 9/16 IN. MINIMUM SELF - DRILLING, S-12 STEEL SCREW THROUGH THE CENTER HOLE. FURRING CHANNELS ARE FRICTION FITTED INTO CLIPS. RSIC-1 AND RSIC-V CLIPS FOR USE WITH 2-9/16 IN. WIDE FURRING CHANNELS. RSIC-1 (2.75) AND RSIC-V (2.75) CLIPS FOR USE WITH 2-23/32 IN. WIDE FURRING CHANNELS. PAC INTERNATIONAL L L C - TYPES RSIC-1, RSIC-V, RSIC-1 (2.75), RSIC-V (2.75). 7B. FRAMING MEMBERS* - (OPTIONAL, NOT SHOW N) - AS AN ALTERNATE TO ITEM 7, FOR SINGLE OR DOUBLE LAYER SYSTEMS, FURRING CHANNELS AND STEEL FRAMING MEMBERS ON ONLY ONE SIDE OF STUDS AS DESCRIBED BELOW: A. FURRING CHANNELS - FORMED OF NO. 25 MSG GALV STEEL, SPACED 24 IN. OC PERPENDICULAR TO STUDS. CHANNELS SECURED TO STUDS AS DESCRIBED IN ITEM B. BATTS AND BLANKETS PLACED IN STUD CAVITY AS DESCRIBED IN ITEM 5. TWO LAYERS OF GYPSUM BOARD ATTACHED TO FURRING CHANNELS AS DESCRIBED IN ITEM 5. NOT FOR USE W ITH ITEM 5A. B. STEEL FRAMING MEMBERS* - USED TO ATTACH FURRING CHANNELS (ITEM 7BA) TO ONE SIDE OF STUDS (ITEM 2) ONLY. CLIPS SPACED 48 IN. OC., AND SECURED TO STUDS W ITH TWO NO. 8 X 2-1/2 IN. COARSE DRYWALL SCREWS, ONE THROUGH THE HOLE AT EACH END OF THE CLIP. FURRING CHANNELS ARE FRICTION FITTED INTO CLIPS. KINETICS NOISE CONTROL INC -TYPE ISOMAX 7C. FRAMING MEMBERS* - (NOT SHOWN) - (OPTIONAL ON ONE OR BOTH SIDES, NOT SHOWN, FOR SINGLE OR DOUBLE LAYER SYSTEMS) - AS AN ALTERNATE TO ITEM 7, FURRING CHANNELS AND STEEL FRAMING MEMBERS AS DESCRIBED BELOW: A. FURRING CHANNELS - FORMED OF NO. 25 MSG GALV STEEL. 2-3/8 IN. WIDE BY 7/8 IN. DEEP, SPACED MAX. 24 IN. OC PERPENDICULAR TO STUDS. CHANNELS SECURED TO STUDS AS DESCRIBED IN ITEM B. GYPSUM BOARD ATTACHED TO FURRING CHANNELS AS DESCRIBED IN ITEM 6. NOT FOR USE W ITH ITEM 5A. B. STEEL FRAMING MEMBERS* - USED TO ATTACH FURRING CHANNELS (ITEM 7CA) TO STUDS (ITEM 2). CLIPS SPACED MAX. 48 IN. OC. GENIECLIPS SECURED TO STUDS W ITH NO. 8 X 1-1/2 IN. MINIMUM SELF -DRILLING, S-12 STEEL SCREW THROUGH THE CENTER GROMMET. FURRING CHANNELS ARE FRICTION FITTED INTO CLIPS. PLITEQ INC - TYPE GENIECLIP 7D. STEEL FRAMING MEMBERS* - (OPTIONAL ON ONE OR BOTH SIDES, NOT SHOWN, FOR SINGLE OR DOUBLE LAYER SYSTEMS) - FURRING CHANNELS AND STEEL FRAMING MEMBERS AS DESCRIBED BELOW: A. FURRING CHANNELS - FORMED OF NO. 25 MSG GALV STEEL. SPACED 24 IN. OC PERPENDICULAR TO STUDS. CHANNELS SECURED TO STUDS AS DESCRIBED IN ITEM B. ENDS OF ADJOINING CHANNELS OVERLAPPED 6 IN. AND TIED TOGETHER W ITH DOUBLE STRAND OF NO. 18 AWG GALVANIZED STEEL W IRE.. GYPSUM BOARD ATTACHED TO FURRING CHANNELS AS DESCRIBED IN ITEM 6. NOT FOR USE W ITH ITEM 5A. B. STEEL FRAMING MEMBERS* - USED TO ATTACH FURRING CHANNELS (ITEM 7DA) TO STUDS. CLIPS SPACED 48 IN. OC., AND SECURED TO STUDS WITH 2 IN. COARSE DRYWALL SCREW W ITH 1 IN. DIAM WASHER THROUGH THE CENTER HOLE. FURRING CHANNELS ARE FRICTION FITTED INTO CLIPS STUDCO BUILDING SYSTEMS - RESILMOUNT SOUND ISOLATION CLIPS - TYPE A237 OR A237R 7E. STEEL FRAMING MEMBERS* - (OPTIONAL ON ONE OR BOTH SIDES, NOT SHOWN, FOR SINGLE OR DOUBLE LAYER SYSTEMS) - FURRING CHANNELS AND STEEL FRAMING MEMBERS AS DESCRIBED BELOW: A. FURRING CHANNELS - FORMED OF NO. 25 MSG GALV STEEL. SPACED 24 IN. OC PERPENDICULAR TO STUDS. CHANNELS SECURED TO STUDS AS DESCRIBED IN ITEM 7EB. ENDS OF ADJOINING CHANNELS OVERLAPPED 6 IN. AND TIED TOGETHER W ITH DOUBLE STRAND OF NO. 18 AWG GALVANIZED STEEL W IRE.. GYPSUM BOARD ATTACHED TO FURRING CHANNELS AS DESCRIBED IN ITEM 6. NOT FOR USE W ITH ITEM 5A AND 5E. B. STEEL FRAMING MEMBERS* - USED TO ATTACH FURRING CHANNELS (ITEM 7EA) TO STUDS. CLIPS SPACED 48 IN. OC., AND SECURED TO STUDS W ITH NO. 8 X 2-1/2 IN. COARSE DRYWALL SCREW THROUGH THE CENTER HOLE. FURRING CHANNELS ARE FRICTION FITTED INTO CLIPS. REGUPOL AMERICA - TYPE SONUSCLIP 7F. STEEL FRAMING MEMBERS* - (OPTIONAL ON ONE OR BOTH SIDES, NOT SHOWN, FOR SINGLE OR DOUBLE LAYER SYSTEMS) - RESILIENT CHANNELS AND STEEL FRAMING MEMBERS AS DESCRIBED BELOW: A. RESILIENT CHANNELS - FORMED OF NO. 25 MSG GALV STEEL, SPACED 24 IN. OC, AND PERPENDICULAR TO STUDS. CHANNELS SECURED TO STUDS AS DESCRIBED IN ITEM B. ENDS OF ADJOINING CHANNELS OVERLAPPED 6 IN. AND SECURED IN PLACE WITH TWO NO. 8 15 X 1/2 IN. PHILIPS MODIFIED TRUSS SCREWS SPACED 2-1/2 IN. FROM THE CENTER OF THE OVERLAP. GYPSUM BOARD ATTACHED TO RESILIENT CHANNELS AS DESCRIBED IN ITEM 5. NOT FOR USE W ITH ITEM 5A AND 5E. B. STEEL FRAMING MEMBERS* - USED TO ATTACH RESILIENT CHANNELS (ITEM 7FA) TO STUDS. CLIPS SPACED 48 IN. OC., AND SECURED TO STUDS W ITH NO. 8 X 2-1/2 IN. COARSE DRYWALL SCREW THROUGH THE CENTER HOLE. RESILIENT CHANNELS ARE SECURED TO CLIPS WITH ONE NO. 10 X 1/2 IN. PAN -HEAD SELF -DRILLING SCREW. KEENE BUILDING PRODUCTS CO INC -TYPE RC+ASSURANCE CLIP 7G. FRAMING MEMBERS* - (OPTIONAL ON ONE OR BOTH SIDES, NOT SHOWN, FOR SINGLE OR DOUBLE LAYER SYSTEMS) - AS AN ALTERNATE TO ITEM 7, FURRING CHANNELS AND STEEL FRAMING MEMBERS AS DESCRIBED BELOW: A. FURRING CHANNELS - FORMED OF NO. 25 MSG GALV STEEL. 2-23/32 IN. WIDE BY 7/8 IN. OR 1-1/2 IN. DEEP, SPACED MAX. 24 IN. OC PERPENDICULAR TO STUDS. CHANNELS SECURED TO STUDS AS DESCRIBED IN ITEM B. GYPSUM BOARD ATTACHED TO FURRING CHANNELS AS DESCRIBED IN ITEM 6. NOT FOR USE WITH ITEM 5A. B. STEEL FRAMING MEMBERS* - USED TO ATTACH FURRING CHANNELS (ITEM 7GA) TO STUDS (ITEM 2). CLIPS SPACED MAX. 48 IN. OC. CLIPS SECURED TO STUDS W ITH NO. 8 X 1-1/2 IN. MINIMUM SELF -DRILLING, S-12 STEEL SCREW THROUGH THE CENTER HOLE. FURRING CHANNELS ARE FRICTION FITTED INTO CLIPS. CLARKDIETRICH BUILDING SYSTEMS -TYPE CLARKDIETRICH SOUND CLIP 8. JOINT TAPE AND COMPOUND - VINYL OR CASEIN, DRY OR PREMIXED JOINT COMPOUND APPLIED IN TWO COATS TO JOINTS AND SCREW HEADS OF OUTER LAYERS. PAPER TAPE, NOM 2 IN. WIDE, EMBEDDED IN FIRST LAYER OF COMPOUND OVER ALL JOINTS OF OUTER LAYER PANELS. PAPER TAPE AND JOINT COMPOUND MAY BE OMITTED WHEN GYPSUM PANELS ARE SUPPLIED W ITH A SQUARE EDGE. 9. SIDING, BRICK OR STUCCO - (OPTIONAL, NOT SHOW N) - ALUMINUM, VINYL OR STEEL SIDING, BRICK VENEER OR STUCCO, MEETING THE REQUIREMENTS OF LOCAL CODE AGENCIES, INSTALLED OVER GYPSUM PANELS. BRICK VENEER ATTACHED TO STUDS WITH CORRUGATED METAL WALL TIES ATTACHED TO EACH STUD W ITH STEEL SCREWS, NOT MORE THAN EACH SIXTH COURSE OF BRICK. 10. CAULKING AND SEALANTS* - (OPTIONAL, NOT SHOW N) - A BEAD OF ACOUSTICAL SEALANT APPLIED AROUND THE PARTITION PERIMETER FOR SOUND CONTROL. UNITED STATES GYPSUM CO - TYPE AS 11. LEAD BATTEN STRIPS - (NOT SHOWN, FOR USE W ITH ITEM 5B) - LEAD BATTEN STRIPS, MIN 1-1/2 IN. WIDE, MAX 10 FT LONG W ITH A MAX THICKNESS OF 0.125 IN. STRIPS PLACED ON THE INTERIOR FACE OF STUDS AND ATTACHED FROM THE EXTERIOR FACE OF THE STUD W ITH TWO 1 IN. LONG TYPE S-12 PAN HEAD STEEL SCREWS, ONE AT THE TOP OF THE STRIP AND ONE AT THE BOTTOM OF THE STRIP. LEAD BATTEN STRIPS TO HAVE A PURITY OF 99.9°/ MEETING THE FEDERAL SPECIFICATION QQ-L-201F, GRADE "C". LEAD BATTEN STRIPS REQUIRED BEHIND VERTICAL JOINTS OF LEAD BACKED GYPSUM WALLBOARD (ITEM 5B) AND OPTIONAL AT REMAINING STUD LOCATIONS. REQUIRED BEHIND VERTICAL JOINTS. 11A. LEAD BATTEN STRIPS - (NOT SHOWN, FOR USE W ITH ITEM 5H) - LEAD BATTEN STRIPS, 2 IN. WIDE, MAX 10 FT LONG W ITH A MAX THICKNESS OF 0.140 IN. STRIPS PLACED ON THE FACE OF STUDS AND ATTACHED TO THE STUD WITH TWO MIN. 1 IN. LONG MIN. TYPE S-8 PAN HEAD STEEL SCREWS, ONE AT THE TOP OF THE STRIP AND ONE AT THE BOTTOM OF THE STRIP OR W ITH ONE MIN. 1 IN. LONG MIN. TYPE S-8 PAN HEAD STEEL SCREW AT THE TOP OF THE STRIP. LEAD BATTEN STRIPS TO HAVE A PURITY OF 99.5% MEETING THE FEDERAL SPECIFICATION QQ-L-201F, GRADES "B, C OR D". LEAD BATTEN STRIPS REQUIRED BEHIND VERTICAL JOINTS OF LEAD BACKED GYPSUM WALLBOARD AND OPTIONAL AT REMAINING STUD LOCATIONS. 12. LEAD DISCS OR TABS - (NOT SHOWN, FOR USE W ITH ITEM 5B) - USED IN LIEU OF OR IN ADDITION TO THE LEAD BATTEN STRIPS (ITEM 11) OR OPTIONAL AT OTHER LOCATIONS - MAX 3/4 IN. DIAM BY MAX 0.125 IN. THICK LEAD DISCS COMPRESSION FITTED OR ADHERED OVER STEEL SCREW HEADS OR MAX 1/2 IN. BY 1-1/4 IN. BY MAX 0.125 IN. THICK LEAD TABS PLACED ON GYPSUM BOARDS (ITEM 5B) UNDERNEATH SCREW LOCATIONS PRIOR TO THE INSTALLATION OF THE SCREWS. LEAD DISCS OR TABS TO HAVE A PURITY OF 99.9% MEETING THE FEDERAL SPECIFICATION QQ-L-201 F, GRADE "C". 12A. LEAD DISCS - (NOT SHOWN, FOR USE W ITH ITEM 5H) - MAX 5/16 IN. DIAM BY MAX 0.140 IN. THICK LEAD DISCS COMPRESSION FITTED OR ADHERED OVER STEEL SCREW HEADS. LEAD DISCS TO HAVE A PURITY OF 99.5% MEETING THE FEDERAL SPECIFICATION QQ-L-201 F, GRADES "B, C OR D". 13. LEAD BATTEN STRIPS - (NOT SHOWN, FOR USE W ITH ITEM 5E) - LEAD BATTEN STRIPS, 2 IN. WIDE, MAX 10 FT LONG W ITH A MAX THICKNESS OF 0.142 IN. STRIPS PLACED ON THE FACE OF STUDS AND ATTACHED TO THE STUD WITH TWO MIN. 1 IN. LONG MIN. TYPE S-8 PAN HEAD STEEL SCREWS, ONE AT THE TOP OF THE STRIP AND ONE AT THE BOTTOM OF THE STRIP OR W ITH ONE MIN. 1 IN. LONG MIN. TYPE S-8 PAN HEAD STEEL SCREW AT THE TOP OF THE STRIP. LEAD BATTEN STRIPS TO HAVE A PURITY OF 99.9% MEETING THE FEDERAL SPECIFICATION QQ-L-201F, GRADE "C". LEAD BATTEN STRIPS REQUIRED BEHIND VERTICAL JOINTS OF LEAD BACKED GYPSUM WALLBOARD (ITEM 5E) AND OPTIONAL AT REMAINING STUD LOCATIONS. 14. LEAD TABS - (NOT SHOWN, FOR USE W ITH ITEM 5E) - 2 IN. WIDE, 5 IN. LONG W ITH A MAX THICKNESS OF 0.142 IN. TABS FRICTION -FIT AROUND FRONT FACE OF STUD, THE STUD FOLDED BACK FLANGE, AND THE BACK FACE OF THE STUD. TABS REQUIRED AT EACH LOCATION W HERE A SCREW (THAT SECURES THE GYPSUM BOARDS, ITEM 5E) W ILL PENETRATE THE STEEL STUD. LEAD TABS TO HAVE A PURITY OF 99.9% MEETING THE FEDERAL SPECIFICATION QQ-L-201 F, GRADE "C". LEAD TABS MAY BE HELD IN PLACE W ITH STANDARD ADHESIVE TAPE IF NECESSARY. 15. BARRIER MESH - (OPTIONAL, NOT SHOW N) - ATTACHED TO STEEL STUDS ON ONE OR BOTH SIDES OF THE WALL USING BARRIER MESH CLIPS SPACED AT MAXIMUM 12 INCHES ON CENTER VERTICALLY, USING A FLAT HEAD TYPE SCREW PENETRATING THROUGH THE STEEL AT LEAST 3/8 OF AN INCH. FOR STEEL STUDS LESS THAN 0.033 INCHES IN THICKNESS, USE SELF -PIERCING SCREWS. FOR STEEL STUDS EQUAL TO OR GREATER THAN 0.033 INCHES IN THICKNESS, USE STEEL DRILL SCREWS (SELF -TAPPING). GYPSUM BOARD (ITEM 5) TO BE INSTALLED DIRECTLY OVER THE BARRIER MESH USING PRESCRIBED SCREW PATTERNS WITH LENGTHS INCREASED BYA MINIMUM 1/8 IN. BARRIER MESH MAY BE INSTALLED W ITH THE LONG DIMENSION OF THE DIAMOND PATTERN POSITIONED VERTICALLY OR HORIZONTALLY. BARRIER MESH JOINTS MAY OCCUR AS BUTT JOINTS AT THE FRAMING MEMBERS AND SECURED USING THE BARRIER MESH CLIPS OR OCCUR IN BETWEEN FRAMING MEMBERS AS OVERLAPPING JOINTS SECURED USING 18 SWG W IRE TIES SPACED A MAXIMUM 12 IN. ON CENTER. CLARKDIETRICH BUILDING SYSTEMS - BARRIER MESH, BARRIER MESH CLIPS * INDICATES SUCH PRODUCTS SHALL BEAR THE UL OR CUL CERTIFICATION MARK FOR JURISDICTIONS EMPLOYING THE UL OR CUL CERTIFICATION (SUCH AS CANADA), RESPECTIVELY. LAST UPDATED ON 2021-07-31 DESIGN NO. U415 FEBRUARY 14, 2022 NONBEARING WALL RATINGS - 1, 2, 3 OR 4 HR * INDICATES SUCH PRODUCTS SHALL BEAR THE UL OR CUL CERTIFICATION MARK FOR JURISDICTIONS EMPLOYING THE UL OR CUL CERTIFICATION (SUCH AS CANADA), RESPECTIVELY. 1. FLOOR, SIDE AND CEILING RUNNERS - "J" - SHAPED RUNNER, MIN 2-1/2 IN. DEEP (MIN 4 IN. DEEP WHEN SYSTEM C IS USED), WITH UNEQUAL LEGS OF 1 IN. AND 2 IN., FABRICATED FROM MIN 24 MSG (MIN 20 MSG WHEN ITEM 4A, 4B, 4C, 4D OR 7 ARE USED) GALV STEEL. RUNNERS POSITIONED WITH SHORT LEG TOWARD FINISHED SIDE OF WALL. RUNNERS ATTACHED TO STRUCTURAL SUPPORTS WITH STEEL FASTENERS LOCATED NOT GREATER THAN 2 IN. FROM ENDS AND NOT GREATER THAN 24 IN. OC. "E" - SHAPED STUDS (ITEM 2A) MAY BE USED AS SIDE RUNNERS IN PLACE OF "J" - SHAPED RUNNERS. 2. STEEL STUDS - "C-H" - SHAPED STUDS, MIN 2-1/2 IN. DEEP (MIN 4 IN. DEEP WHEN SYSTEM C IS USED), FABRICATED FROM MIN 25 MSG (MIN 20 MSG W HEN ITEMS 2D, 4A, 4B, 4C, 4D OR 7 IS USED) GALV STEEL. CUT TO LENGTHS 3/8 TO 1/2 IN. LESS THAN FLOOR -TO -CEILING HEIGHT AND SPACED 24 IN. OR 600 MM OC (MAX 16 IN. OC W HEN ITEMS 4A, 4B, 4C, OR 4D ARE USED). 2A. STEEL STUDS - (NOT SHOW N) - "E" - SHAPED STUDS INSTALLED BACK TO BACK IN PLACE OF "C-H" - SHAPED STUDS (ITEM 2) "E" - SHAPED STUDS SECURED TOGETHER W ITH STEEL SCREWS SPACED A MAXIMUM 12 IN. OC. FABRICATED FROM MIN 25 MSG (MIN 20 MSG WHEN ITEM 2D, 4A, 4B OR 7 IS USED) GALV STEEL, MIN 2-1/2 IN. DEEP (MIN 4 IN. DEEP WHEN SYSTEM C IS USED), WITH ONE LEG 1 IN. LONG AND TWO LEGS 3/4 IN. LONG. SHORTER LEGS 1 IN. APART TO ENGAGE GYPSUM LINER PANELS. CUT TO LENGTHS 3/8 TO 1/2 IN. LESS THAN FLOOR TO CEILING HEIGHTS. 2B. FURRING CHANNELS - (OPTIONAL, NOT SHOW N) - FOR USE W ITH SINGLE OR DOUBLE LAYER SYSTEMS. RESILIENT FURRING CHANNELS FABRICATED FROM MIN 25MSG CORROSION PROTECTED STEEL, INSTALLED HORIZONTALLY, AND SPACED VERTICALLY A MAX 24 IN. OC. FLANGE PORTION OF CHANNEL ATTACHED TO EACH INTERSECTING "C-H" OR "E" STUD ON SIDE OF STUD OPPOSITE THE 1 IN. LINER PANELS W ITH 1/2 IN. LONG TYPE S OR S-12 PAN -HEAD STEEL SCREWS. WHEN FURRING CHANNELS ARE USED, WALLBOARD TO BE INSTALLED VERTICALLY ONLY.. NOT TO BE USED W ITH TYPE FRX-G GYPSUM BOARD, LEAD BACKED GYPSUM BOARDS (ITEMS 4A-4D), OR CEMENTITIOUS BACKER UNITS (ITEM 7). 2C. FURRING CHANNELS - FOR USE W ITH SYSTEM I - "HAT" - SHAPED, 25 MSG GALV STEEL FURRING CHANNELS ATTACHED DIRECTLY OVER THE INNER LAYERS OF WALLBOARD TO EACH STUD WITH 2 IN. LONG TYPE S PAN HEAD STEEL SCREWS. SCREWS ALTERNATE FROM TOP FLANGE TO BOTTOM FLANGE AT EACH STUD INTERSECTION. FURRING CHANNELS SPACED VERTICALLY MAX 24 IN. OC. 2D. STEEL FRAMING MEMBERS* - (OPTIONAL, NOT SHOWN) - FOR USE W ITH SINGLE OR DOUBLE LAYER SYSTEMS. FURRING CHANNELS AND STEEL FRAMING MEMBERS AS DESCRIBED BELOW. NOT TO BE USED W ITH TYPE FRX-G GYPSUM BOARD, LEAD BACKED GYPSUM BOARDS (ITEMS 4A-4D), OR CEMENTITIOUS BACKER UNITS (ITEM 7). A. FURRING CHANNELS - FORMED OF NO. 25 MSG GALV STEEL. 2-9/16 IN. OR 2-23/32 IN. WIDE BY 7/8 IN. DEEP, SPACED MAX. 24 IN. OC PERPENDICULAR TO STUDS. CHANNELS SECURED TO STUDS AS DESCRIBED IN ITEM B. GYPSUM BOARD INSTALLED VERTICALLY ONLY AND ATTACHED TO FURRING CHANNELS AS DESCRIBED IN ITEM 4. B. STEEL FRAMING MEMBERS* - USED TO ATTACH FURRING CHANNELS (ITEM 2DA) TO STUDS (ITEM 2 OR 2A). CLIPS SPACED MAX. 24 IN. OC., AND SECURED TO STUDS W ITH NO. 8 X 1-1/2 IN. MINIMUM SELF -DRILLING, S-12 STEEL SCREW THROUGH THE CENTER GROMMET. FURRING CHANNELS ARE FRICTION FITTED INTO CLIPS. RSIC-1 CLIP FOR USE WITH 2-9/16 IN. WIDE FURRING CHANNELS. RSIC-1 (2.75) CLIP FOR USE WITH 2-23/32IN. WIDE FURRING CHANNELS. PAC INTERNATIONAL L L C - TYPES RSIC-1, RSIC-1 (2.75) 2E. STEEL FRAMING MEMBERS* - (OPTIONAL, NOT SHOWN) - FURRING CHANNELS AND STEEL FRAMING MEMBERS AS DESCRIBED BELOW.. NOT TO BE USED WITH TYPE FRX-G GYPSUM BOARD, LEAD BACKED GYPSUM BOARDS (ITEMS 4A-4D), OR CEMENTITIOUS BACKER UNITS (ITEM 7). A. FURRING CHANNELS - FORMED OF NO. 25 MSG GALV STEEL. SPACED 24 IN. OC PERPENDICULAR TO STUDS. CHANNELS SECURED TO STUDS AS DESCRIBED IN ITEM B. ENDS OF ADJOINING CHANNELS OVERLAPPED 6 IN. AND TIED TOGETHER W ITH DOUBLE STRAND OF NO. 18 AWG GALVANIZED STEEL W IRE.GYPSUM BOARD ATTACHED TO FURRING CHANNELS AS DESCRIBED IN ITEM 4. B. STEEL FRAMING MEMBERS* - USED TO ATTACH FURRING CHANNELS (ITEM 2EA) TO STUDS. CLIPS SPACED 24 IN. OC., AND SECURED TO STUDS W ITH 2 IN. COARSE DRYWALL SCREW W ITH 1 IN. DIAM WASHER THROUGH THE CENTER HOLE. FURRING CHANNELS ARE FRICTION FITTED INTO CLIPS. STUDCO BUILDING SYSTEMS - RESILMOUNT SOUND ISOLATION CLIPS - TYPE A237R 2F. STEEL FRAMING MEMBERS* - (OPTIONAL, NOT SHOWN) - FOR USE WITH SINGLE OR DOUBLE LAYER SYSTEMS. FURRING CHANNELS AND STEEL FRAMING MEMBERS AS DESCRIBED BELOW. NOT TO BE USED W ITH TYPE FRX-G GYPSUM BOARD, LEAD BACKED GYPSUM BOARDS (ITEMS 4A-4D), OR CEMENTITIOUS BACKER UNITS (ITEM 7). A. FURRING CHANNELS - FORMED OF NO. 25 MSG GALV STEEL. 2-3/8 IN. WIDE BY 7/8 IN. DEEP, SPACED MAX. 24 IN. OC PERPENDICULAR TO STUDS. CHANNELS SECURED TO STUDS AS DESCRIBED IN ITEM B. GYPSUM BOARD INSTALLED VERTICALLY ONLY AND ATTACHED TO FURRING CHANNELS AS DESCRIBED IN ITEM 3. B. STEEL FRAMING MEMBERS* - USED TO ATTACH FURRING CHANNELS (ITEM 2DA) TO STUDS (ITEM 2 OR 2A ). CLIPS SPACED MAX. 24 IN. OC. GENIECLIPS SECURED TO STUDS W ITH NO. 8 X 1-1/2 IN. MINIMUM SELF -DRILLING, S-12 STEEL SCREW THROUGH THE CENTER GROMMET. FURRING CHANNELS ARE FRICTION FITTED INTO CLIPS. PLITEQ INC -TYPE GENIECLIP 2G. STEEL FRAMING MEMBERS* - (OPTIONAL, NOT SHOW N) - FURRING CHANNELS AND STEEL FRAMING MEMBERS AS DESCRIBED BELOW. NOT TO BE USED W ITH TYPE FRX-G GYPSUM BOARD, LEAD BACKED GYPSUM BOARDS (ITEMS 4A-4D), OR CEMENTITIOUS BACKER UNITS (ITEM 7). A. FURRING CHANNELS - FORMED OF NO. 25 MSG GALV STEEL. SPACED 24 IN. OC PERPENDICULAR TO STUDS. CHANNELS SECURED TO STUDS AS DESCRIBED IN ITEM 2GB. ENDS OF ADJOINING CHANNELS OVERLAPPED 6 IN. AND TIED TOGETHER WITH DOUBLE STRAND OF NO. 18 AWG GALVANIZED STEEL W IRE. GYPSUM BOARD ATTACHED TO FURRING CHANNELS AS DESCRIBED IN ITEM 4. B. STEEL FRAMING MEMBERS* - USED TO ATTACH FURRING CHANNELS (ITEM 2GA) TO STUDS. CLIPS SPACED 24 IN. OC., AND SECURED TO STUDS W ITH NO. 8 X 2-1/2 IN. COARSE DRYWALL SCREW THROUGH THE CENTER HOLE. FURRING CHANNELS ARE FRICTION FITTED INTO CLIPS. REGUPOL AMERICA - TYPE SONUSCLIP 2H. STEEL FRAMING MEMBERS* - (OPTIONAL, NOT SHOW N) - RESILIENT CHANNELS AND STEEL FRAMING MEMBERS AS DESCRIBED BELOW. NOT TO BE USED W ITH TYPE FRX-G GYPSUM BOARD, LEAD BACKED GYPSUM BOARDS (ITEMS 4A-4D), OR CEMENTITIOUS BACKER UNITS (ITEM 7). A. RESILIENT CHANNELS - FORMED OF NO. 25 MSG GALV STEEL, SPACED 24 IN. OC, AND PERPENDICULAR TO STUDS. CHANNELS SECURED TO STUDS AS DESCRIBED IN ITEM B. ENDS OF ADJOINING CHANNELS OVERLAPPED 6 IN. AND SECURED IN PLACE WITH TWO NO. 8 15 X 1/2 IN. PHILIPS MODIFIED TRUSS SCREWS SPACED 2-1/2 IN. FROM THE CENTER OF THE OVERLAP. GYPSUM BOARD ATTACHED TO RESILIENT CHANNELS AS DESCRIBED IN ITEM 4. B. STEEL FRAMING MEMBERS* - USED TO ATTACH RESILIENT CHANNELS (ITEM 2HA) TO STUDS. CLIPS SPACED 48 IN. OC., AND SECURED TO STUDS W ITH NO. 8 X 2-1/2 IN. COARSE DRYWALL SCREW THROUGH THE CENTER HOLE. RESILIENT CHANNELS ARE SECURED TO CLIPS W ITH ONE NO. 10 X 1/2 IN. PAN -HEAD SELF -DRILLING SCREW. KEENE BUILDING PRODUCTS CO INC - TYPE RC+ ASSURANCE CLIP 21. STEEL FRAMING MEMBERS* - (OPTIONAL, NOT SHOWN) - FOR USE W ITH SINGLE OR DOUBLE LAYER SYSTEMS. FURRING CHANNELS AND STEEL FRAMING MEMBERS AS DESCRIBED BELOW. NOT TO BE USED W ITH TYPE FRX-G GYPSUM BOARD, LEAD BACKED GYPSUM BOARDS (ITEMS 4A-4D), OR CEMENTITIOUS BACKER UNITS (ITEM 7). A. FURRING CHANNELS - FORMED OF NO. 25 MSG GALV STEEL. 2-23/32 IN. WIDE BY 7/8 IN. DEEP, SPACED MAX. 24 IN. OC PERPENDICULAR TO STUDS. CHANNELS SECURED TO STUDS AS DESCRIBED IN ITEM B. GYPSUM BOARD INSTALLED VERTICALLY ONLY AND ATTACHED TO FURRING CHANNELS AS DESCRIBED IN ITEM 4. B. STEEL FRAMING MEMBERS* - USED TO ATTACH FURRING CHANNELS (ITEM 21A) TO STUDS (ITEM 2 OR 2A). CLIPS SPACED MAX. 24 IN. OC., AND SECURED TO STUDS W ITH NO. 8 X 1-1/2 IN. MINIMUM SELF -DRILLING, S-12 STEEL SCREW THROUGH THE CENTER GROMMET. FURRING CHANNELS ARE FRICTION FITTED INTO CLIPS. CLARKDIETRICH BUILDING SYSTEMS - TYPE CLARKDIETRICH SOUND CLIP 3. GYPSUM BOARD* - GYPSUM LINER PANELS, NOM 1 IN. THICK, 24 IN. OR 600 MM (FOR METRIC SPACING) WIDE. PANELS CUT 1 IN. LESS IN LENGTH THAN FLOOR TO CEILING HEIGHT. VERTICAL EDGES INSERTED IN "H" PORTION OF "C-H" STUDS OR THE GAP BETWEEN THE TWO 3/4 IN. LEGS OF THE "E" STUDS. FREE EDGE OF END PANELS ATTACHED TO LONG LEG OF VERTICAL "J" - RUNNERS W ITH 1-5/8 IN. LONG TYPE S STEEL SCREWS SPACED NOT GREATER THAN 12 IN. OC. WHEN WALL HEIGHT EXCEEDS LINER PANEL LENGTH, LINER PANEL MAY BE BUTTED TO EXTEND TO THE FULL HEIGHT OF THE WALL. HORIZONTAL JOINTS NEED NOT BE BACKED BY STEEL FRAMING. IN SYSTEM I, BUTT JOINTS IN LINER PANELS ARE STAGGERED MIN 36 IN. BUTT JOINTS BACKED WITH 6 IN. BY 22 IN. STRIPS OF 3/4 IN. THICK GYPSUM WALLBOARD (ITEM 4). WALLBOARD STRIPS CENTERED OVER BUTT JOINTS AND SECURED TO LINER PANELS W ITH SIX 1-1/2 IN. LONG TYPE G STEEL SCREWS, THREE SCREWS ALONG THE 22 IN. DIMENSION AT THE TOP AND BOTTOM OF THE STRIPS. CGC INC - TYPE SLX UNITED STATES GYPSUM CO -TYPE SLX USG BORAL DRYWALL SFZ LLC -TYPE SLX USG MEXICO S A DE C V - TYPE SLX 1 HOUR RATED METAL STUD AND GYP. BD WALL SCALE: N.T.S. 4. GYPSUM BOARD* - SYSTEM A - 1 HR GYPSUM PANELS, WITH BEVELED, SQUARE OR TAPERED EDGES, NOM 5/8 IN. THICK, 48 IN. OR 1200 MM WIDE, APPLIED VERTICALLY OR HORIZONTALLY, ATTACHED TO STUDS WITH 1 IN. LONG TYPE S STEEL SCREWS SPACED 12 IN. WHEN INSTALLED VERTICALLY OR 8 IN OC W HEN INSTALLED HORIZONTALLY. HORIZONTAL JOINTS NEED NOT BE BACKED BY STEEL FRAMING. CGC INC-TYPES AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, ULIX, ULX, USGX, WRC, WRX THE SIAM GYPSUM INDUSTRY (SONGKHLA) CO - TYPES C AND SCX UNITED STATES GYPSUM CO -TYPES AR, C, FRX-G, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SGX, SHX, ULIX, ULX, WRC, WRX, USGX. USG BORAL DRYWALL SFZ LLC -TYPES C, SCX, SGX, USGX USG MEXICO S A DE C V - TYPES AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, ULX, USGX, WRC, W RX 4A. GYPSUM BOARD* - (AS AN ALTERNATE TO ITEM 4 SYSTEMS A, B, C, D, E, G, H, AND I W HEN USED AS THE BASE LAYER, FOR DIRECT ATTACHMENT ONLY) - NOM 5/8 IN. OR 3/4 IN. THICK LEAD BACKED GYPSUM PANELS W ITH BEVELED, SQUARE OR TAPERED EDGES, APPLIED VERTICALLY. VERTICAL JOINTS CENTERED OVER 20 MSG STEEL STUDS AND STAGGERED MIN 1 STUD CAVITY ON OPPOSITE SIDES OF STUDS. SEE ITEMS 1, 2, 2A, 2B AND 2D. WALLBOARD SECURED TO STUDS W ITH 1-1/4 IN. LONG TYPE S-12 STEEL SCREWS SPACED 8 IN. OC AT PERIMETER AND 12 IN. OC IN THE FIELD. FOR JOINT COMPOUND SEE ITEM 5. TO BE USED W ITH LEAD BATTEN STRIPS (SEE ITEM 9) OR LEAD DISCS OR TABS (SEE ITEM 10). RAY -BAR ENGINEERING CORP - TYPE RB-LBG 4B. GYPSUM BOARD* - (AS AN ALTERNATE TO ITEM 4 SYSTEMS A, B, C, D, E, G, H, AND I W HEN USED AS THE BASE LAYER, FOR DIRECT ATTACHMENT ONLY) - NOMINAL 5/8 IN. THICK LEAD BACKED GYPSUM PANELS W ITH BEVELED, SQUARE OR TAPERED EDGES, APPLIED VERTICALLY. VERTICAL JOINTS CENTERED OVER STUDS AND STAGGERED MIN 1 STUD CAVITY ON OPPOSITE SIDES OF STUDS. WALLBOARD SECURED TO STUDS WITH 1-1/4 IN. LONG TYPE S-12 (OR #6 BY 1-114 IN. LONG BUGLE HEAD FINE DRILLER) STEEL SCREWS SPACED 8 IN. OC AT PERIMETER AND 12 IN. OC IN THE FIELD. NEW ENGLAND LEAD BURNING CO INC, DBA NELCO - TYPE NELCO 4C. GYPSUM BOARD* - (AS AN ALTERNATE TO ITEM 4 SYSTEMS A, B, C, D, E, G, H, AND I W HEN USED AS THE BASE LAYER, FOR DIRECT ATTACHMENT ONLY) - NOM 5/8 OR 3/4 IN. THICK LEAD BACKED GYPSUM PANELS W ITH BEVELED, SQUARE OR TAPERED EDGES, APPLIED VERTICALLY. VERTICAL JOINTS CENTERED OVER 20 MSG STEEL STUDS AND STAGGERED MIN 1 STUD CAVITY ON OPPOSITE SIDES OF STUDS. SEE ITEMS 1, 2, 2A, 2B AND 2D. WALLBOARD SECURED TO STUDS W ITH 1-1/4 IN. LONG TYPE S-12 STEEL SCREWS SPACED 8 IN. OC AT PERIMETER AND 12 IN. OC IN THE FIELD. FOR JOINT COMPOUND SEE ITEM 5. TO BE USED WITH LEAD BATTEN STRIPS (SEE ITEM 9A) OR LEAD DISCS (SEE ITEM 10A). LEAD BATTEN STRIPS REQUIRED BEHIND VERTICAL JOINTS OF LEAD BACKED GYPSUM WALLBOARD AND OPTIONAL AT REMAINING STUD LOCATIONS. LEAD BATTEN STRIPS, MIN 2 IN. WIDE, MAX 10 FT LONG W ITH A MAX THICKNESS OF 0.140 IN. PLACED ON THE FACE OF STUDS AND ATTACHED TO THE STUD W ITH TWO 1 IN. LONG TYPE S-8 PAN HEAD STEEL SCREWS, ONE AT THE TOP OF THE STRIP AND ONE AT THE BOTTOM OF THE STRIP. MAYCO INDUSTRIES INC - TYPE X-RAY SHIELDED GYPSUM 4D. GYPSUM BOARD* - (AS AN ALTERNATE TO ITEM 4 SYSTEMS A, B, C, D, E, G, H, AND I W HEN USED AS THE BASE LAYER, FOR DIRECT ATTACHMENT ONLY) - NOM 5/8 IN. THICK LEAD BACKED GYPSUM PANELS WITH BEVELED, SQUARE OR TAPERED EDGES, APPLIED VERTICALLY. VERTICAL JOINTS CENTERED OVER STUDS AND STAGGERED MIN 1 STUD CAVITY ON OPPOSITE SIDES OF STUDS. WALLBOARD SECURED TO STUDS WITH 1-1/4 IN. LONG TYPE S-12 STEEL SCREWS GYPSUM PANEL STEEL SCREWS SPACED 8 IN. OC AT PERIMETER AND 12 IN. OC IN THE FIELD. LEAD BATTEN STRIPS REQUIRED BEHIND VERTICAL JOINTS OF LEAD BACKED GYPSUM WALLBOARD AND OPTIONAL AT REMAINING STUD LOCATIONS. LEAD BATTEN STRIPS, MIN 2 IN. WIDE, MAX 8 FT LONG W ITH A MAX THICKNESS OF 0.14 IN. PLACED ON THE FACE OF STUDS AND ATTACHED TO THE STUD W ITH CONSTRUCTION ADHESIVE AND TWO 1 IN. LONG TYPE S-12 PAN HEAD STEEL SCREWS, ONE AT THE TOP OF THE STRIP AND ONE AT THE BOTTOM OF THE STRIP. LEAD DISCS, NOMINAL 3/8 IN. DIAM BY MAX 0.085 IN. THICK. COMPRESSION FITTED OR ADHERED OVER THE SCREW HEADS. LEAD BATTEN STRIPS AND 0 DISCS TO HAVE A PURITY OF 99.9 /o MEETING THE FEDERAL SPECIFICATION QQ-L-201 F GRADE "C". RADIATION PROTECTION PRODUCTS INC - TYPE RPP - LEAD LINED DRYWALL 5. JOINT TAPE AND COMPOUND - (NOT SHOWN) SYSTEMS A, B, C, E, F, G, H, I JOINTS ON OUTER LAYERS OF GYPSUM BOARDS (ITEM 4 AND 4A) COVERED W ITH PAPER TAPE AND JOINT COMPOUND. PAPER TAPE AND JOINT COMPOUND MAY BE OMITTED WHEN GYPSUM BOARDS ARE SUPPLIED W ITH SQUARE EDGES. EXPOSED SCREW HEADS COVERED WITH JOINT COMPOUND. 6. BATTS AND BLANKETS* - SYSTEMS A, B, E, F, G, H, I (OPTIONAL) - MINERAL WOOL OR GLASS FIBER BATTS PARTIALLY OR COMPLETELY FILLING STUD CAVITY. ANY MINERAL WOOL OR GLASS FIBER BATT MINERAL BEARING THE UL CLASSIFICATION MARKING AS TO FIRE RESISTANCE. SYSTEMS C & D MIN 3 IN. (SYSTEM C) AND MIN 1-1/2 IN. (SYSTEM D) THICK MINERAL WOOL BATTS, FRICTION FITTED BETWEEN THE STUDS AND FLOOR AND CEILING RUNNERS. ROCKWOOL - TYPE AFB, MIN. DENSITY 1.8 PCF / 28.8 KG/M3 THERMAFIBER INC - TYPE SAFB, SAFB FF 7. CEMENTITIOUS BACKER UNITS* - (SYSTEM D) - NOM 1/2 OR 5/8 IN. THICK PANELS, SQUARE EDGE, ATTACHED TO STUDS OVER GYPSUM WALLBOARD W ITH 1-5/8 IN. LONG, TYPE S-12, CORROSION RESISTANT STEEL SCREWS SPACED 8 IN. OC AND STAGGERED 8 IN. FROM GYPSUM WALL BOARD SCREWS. JOINTS COVERED WITH GLASS FIBER MESH TAPE. VERTICAL JOINTS STAGGERED ONE STUD CAVITY FROM GYPSUM WALLBOARD JOINTS. HORIZONTAL JOINTS STAGGERED A MIN OF 12 IN. FROM THE GYPSUM WALLBOARD JOINTS UNITED STATES GYPSUM CO -TYPE DCB 8. LAMINATING ADHESIVE* - (OPTIONAL, NOT SHOW N) - USED TO BOND OUTER LAYER OF CEMENTITIOUS BACKER UNITS (ITEM 7) TO INNER LAYERS OF GYPSUM BOARD (ITEM 4) IN SYSTEM D. ANSI A136.1 TYPE 1 ORGANIC ADHESIVE APPLIED WITH 1/4 IN. SQUARE NOTCHED TROWEL. SEE ADHESIVES (BYWR) IN THE FIRE RESISTANCE DIRECTORY OR ADHESIVES (BJLZ) IN THE BUILDING MATERIALS DIRECTORY FOR NAMES OF CLASSIFIED COMPANIES. 9. LEAD BATTEN STRIPS - (NOT SHOWN, FOR USE W ITH ITEM 4A) - LEAD BATTEN STRIPS, MIN 1-1/2 IN. WIDE, MAX 10 FT LONG W ITH A MAX THICKNESS OF 0.125 IN. STRIPS PLACED ON THE INTERIOR FACE OF STUDS AND ATTACHED FROM THE EXTERIOR FACE OF THE STUD WITH TWO 1 IN. LONG TYPE S-12 PAN HEAD STEEL SCREWS ONE AT THE TOP OF THE STRIP AND ONE AT THE BOTTOM OF THE STRIP. LEAD BATTEN STRIPS TO HAVE A PURITY OF 99.9%MEETING THE FEDERAL SPECIFICATION QQ-L-201 F, GRADE "C". LEAD BATTEN STRIPS REQUIRED BEHIND VERTICAL JOINTS OF LEAD BACKED GYPSUM WALLBOARD (ITEM 4A) AND OPTIONAL AT REMAINING STUD LOCATIONS. REQUIRED BEHIND VERTICAL JOINTS. 9A. LEAD BATTEN STRIPS - (NOT SHOWN, FOR USE W ITH ITEM 4C) - LEAD BATTEN STRIPS, 2 IN. WIDE, MAX 10 FT LONG W ITH A MAX THICKNESS OF 0.140IN. STRIPS PLACED ON THE FACE OF STUDS AND ATTACHED TO THE STUD WITH TWO MIN. 1 IN. LONG MIN. TYPE S-8 PAN HEAD STEEL SCREWS, ONE AT THE TOP OF THE STRIP AND ONE AT THE BOTTOM OF THE STRIP OR WITH ONE MIN. 1 IN. LONG MIN. TYPE S-8 PAN HEAD STEEL SCREW AT THE TOP OF THE STRIP. LEAD BATTEN STRIPS TO HAVE A PURITY OF 99.5% MEETING THE FEDERAL SPECIFICATION QQ-L-201F, GRADES "B, C OR D".. LEAD BATTEN STRIPS REQUIRED BEHIND VERTICAL JOINTS OF LEAD BACKED GYPSUM WALLBOARD (ITEM 6) AND OPTIONAL AT REMAINING STUD LOCATIONS. 10. LEAD DISCS OR TABS - NOT SHOWN FOR USE W ITH ITEM 4A - USED IN LIEU OF OR IN ADDITION TO THE LEAD BATTEN STRIPS ITEM 9) OR OPTIONAL AT OTHER LOCATIONS - MAX 3/4 IN. DIAM BY MAX 0.125 IN. THICK LEAD DISCS COMPRESSION FITTED OR ADHERED OVER STEEL SCREW HEADS OR MAX 1/2 IN. BY 1-1/4 IN. BY MAX 0.125 IN. THICK LEAD TABS PLACED ON GYPSUM BOARDS (ITEM 4A) UNDERNEATH 0 SCREW LOCATIONS PRIOR TO THE INSTALLATION OF THE SCREWS. LEAD DISCS OR TABS TO HAVE A PURITY OF 99.9/ MEETING THE FEDERAL SPECIFICATION QQ-L-201F, GRADE "C". 10A. LEAD DISCS - (NOT SHOWN, FOR USE W ITH ITEM 4C) - MAX 5/16 IN. DIAM BY MAX 0.140 IN. THICK LEAD DISCS COMPRESSION FITTED OR ADHERED OVER STEEL SCREW HEADS. LEAD DISCS TO HAVE A PURITY OF 99.5% MEETING THE FEDERAL SPECIFICATION QQ-L-201 F, GRADES "B, C OR D". 11. LEAD BATTEN STRIPS - (NOT SHOWN, FOR USE W ITH ITEM 4B) - LEAD BATTEN STRIPS, 2 IN. WIDE, MAX 10 FT LONG W ITH A MAX THICKNESS OF 0.142IN. STRIPS PLACED ON THE FACE OF STUDS AND ATTACHED TO THE STUD WITH TWO MIN. 1 IN. LONG MIN. TYPE S-8 PAN HEAD STEEL SCREWS, ONE AT THE TOP OF THE STRIP AND ONE AT THE BOTTOM OF THE STRIP OR WITH ONE MIN. 1 IN. LONG MIN. TYPE S-8 PAN HEAD STEEL SCREW AT THE TOP OF THE STRIP. LEAD BATTEN STRIPS TO HAVE A PURITY OF 99.9% MEETING THE FEDERAL SPECIFICATION QQ-L-201F, GRADE "C". LEAD BATTEN STRIPS REQUIRED BEHIND VERTICAL JOINTS OF LEAD BACKED GYPSUM WALLBOARD (ITEM 4B) AND OPTIONAL AT REMAINING STUD LOCATIONS. 12. LEAD TABS - (NOT SHOWN, FOR USE W ITH ITEM 4B) - 2 IN. WIDE, 5 IN. LONG W ITH A MAX THICKNESS OF 0.142 IN. TABS FRICTION -FIT AROUND FRONT FACE OF STUD, THE STUD FOLDED BACK FLANGE, AND THE BACK FACE OF THE STUD. TABS REQUIRED AT EACH LOCATION W HERE A SCREW (THAT SECURES THE GYPSUM BOARDS, ITEM 4B) W ILL PENETRATE THE STEEL STUD. LEAD TABS TO HAVE A PURITY OF 99.9% MEETING THE FEDERAL SPECIFICATION QQ-L-201 F, GRADE "C". LEAD TABS MAY BE HELD IN PLACE W ITH STANDARD ADHESIVE TAPE IF NECESSARY. * INDICATES SUCH PRODUCTS SHALL BEAR THE UL OR CUL CERTIFICATION MARK FOR JURISDICTIONS EMPLOYING THE UL OR CUL CERTIFICATION (SUCH AS CANADA), RESPECTIVELY. LAST UPDATED ON 2022-02-14 ARCHITECTURE PLANNING INTERIORS GRAPHICS O HANA GROWTH PARTNERS U) U W 2 U ry Q 2948 SIDCO DR. NASHVILLE, TN 37204 615.244.8170 www.mjmarch.com 212 W EST PADON IA RD TIMONIUM MD 21093 e P LAN ET FITNESS - EDMONDS 22515 HIGHWAY 99 EDMONDS, WA 98026 SNOHOMISH COUNTY PERMIT SET 03/06/24 MJM # 23450 NO. DESCRIPTION DATE This drawing and the design shown is the property of the architect. The reproduction, copying or use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. U L RATE D ASk I E S May 09 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT J Q 'W^^ VJ Z Q J �Z) VJ Z O U 0. W Z O Z O U O J W I- 0 VJ Z O V\J �W// 0L 1 HOUR RATED METAL STUD AND GYP. BD WALL SCALE: N.T.S. G201 W W U) SYSTEM NO. CJ-D-0004 JOINT RATING — 2 HR NOMINAL JOINT WIDTH — 1-112 IN. CLASS II MOVEMENT CAPABILITIES — 50% COMPRESSION AND EXTENSION A1] SECTION A -A 1. WALL ASSEMBLY — THE 2 HR FIRE RATED GYPSUM BOARD/STEEL STUD WALL ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER DESCRIBED IN THE INDIVIDUAL U400, V400 OR W400 SERIES WALL AND PARTITION DESIGN IN THE UL FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES: A. STEEL FLOOR AND CEILING RUNNERS — FLOOR AND CEILING RUNNERS OF WALL ASSEMBLY SHALL CONSIST OF GALV STEEL CHANNELS SIZED TO ACCOMMODATESTEEL STUDS (ITEM 113). FLANGE HEIGHT OF CEILING RUNNER SHALL BE MIN 1/4 IN. (6 MM) GREATER THAN MAX EXTENDED JOINT WIDTH. CEILING RUNNER INSTALLED PERPENDICULAR TO DIRECTION OF FLUTED STEEL DECK AND SECURED TO VALLEYS WITH STEEL FASTENERS OR WELDS SPACED MAX 24 IN. (610 MM) OC. Al. LIGHT GAUGE FRAMING* — (XHLI) - SLOTTED CEILING RUNNER — AS AN ALTERNATE TO THE CEILING RUNNER IN ITEM 1A, S LOTTED CEILING RUNNER TO CONSISTOF GALV STEEL CHANNEL WITH SLOTTED FLANGES SIZED TO ACCOMMODATE STEEL STUDS (ITEM 1B). SLOTTED CEILING RUNNER INSTALLED PERPENDICULAR TODIRECTION OF FLUTED STEEL DECK AND SECURED TO VALLEYS WITH STEEL FASTENERS OR WELDS SPACED MAX 24 IN. (610 MM) OC. BRADY CONSTRUCTION INNOVATIONS INC, DBA SLIPTRACK SYSTEMS — SLP-TRK CALIFORNIA EXPANDED METAL PRODUCTS CO — CST CLARKDIETRICH BUILDING SYSTEMS — TYPE SILT, SLT-H CONSOLIDATED FABRICATORS CORP, BUILDING PRODUCTS DIV — SDT250, SDT300 MARINO/WARE, DIV OF WARE INDUSTRIES INC—TYPE SILT METAL-LITE INC — THE SYSTEM OLMAR SUPPLY INC — STT250, STT300 SCAFCO STEEL STUD MANUFACTURING CO — SLOTTED TRACK TELLING INDUSTRIES L L C — TRUE -ACTION DEFLECTION TRACK A2. LIGHT GAUGE FRAMING* — (XHLI) - VERTICAL DEFLECTION CEILING RUNNER — WHEN THE NOM JOINT WIDTH IS LESS THAN OR EQUAL TO 3/4 IN. (19 MM), VERTICAL DEFLECTION CEILING RUNNER MAY BE USED AS AN ALTERNATE TO THE CEILING RUNNERS IN ITEMS 1A AND 1A1. VERTICAL DEFLECTION CEILING RUNNER TO CONSIST OF GALV STEEL CHANNEL WITH SLOTTED VERTICAL DEFLECTION CLIPS MECHANICALLY FASTENED WITHIN RUNNER. SLOTTED CLIPS PROVIDED WITH STEP BUSHINGS FOR PERMANENT FASTENING OF STEEL STUDS. FLANGES SIZED TO ACCOMMODATE STEEL STUDS (ITEM 113). VERTICAL DEFLECTION CEILING RUNNER INSTALLED PERPENDICULAR TO DIRECTION OF FLUTED STEEL DECK AND SECURED TO VALLEYS WITH STEEL FASTENERS OR WELDS SPACED MAX 24 IN. (610 MM) OC. THE STEEL NETWORK INC — VERTITRACK VTD250, VTD362, VTD400, VTD600 AND VTD800 A3. LIGHT GAUGE FRAMING* — (XHLI) - NOTCHED CEILING RUNNER— AS AN ALTERNATE TO THE CEILING RUNNERS IN ITEMS 1A THROUGH 1A3, NOTCHED CEILING RUNNERS TO CONSIST OF C-SHAPED GALV STEEL CHANNEL WITH NOTCHED RETURN FLANGES SIZED TO ACCOMMODATE STEEL STUDS (ITEM 1B). NOTCHED CEILING RUNNER INSTALLED PERPENDICULAR TO DIRECTION OF FLUTED STEEL DECK AND SECURED TO VALLEYS WITH STEEL FASTENERS OR WELDS SPACED MAX 24 IN. (610 MM) OC. OLMAR SUPPLY INC — TYPE SCR B. STUDS — STEEL STUDS TO BE MIN 3-1/2 IN. (69 MM) WIDE. STUDS CUT 3/4 IN. (19 MM) LESS IN LENGTH THAN ASSEMBLY HEIGHT WITH BOTTOM NESTING IN AND RESTING ON FLOOR RUNNER AND WITH TOP NESTING IN CEILING RUNNER WITHOUT ATTACHMENT. WHEN SLOTTED CEILING RUNNER (ITEM 1A1) IS USED, STEEL STUDS SECURED TO SLOTTED CEILING RUNNER WITH NO. 8 BY 1/2 IN. (13 MM) LONG WAFER HEAD STEEL SCREWS AT MIDHEIGHT OF SLOT ON EACH SIDE OF WALL. WHEN VERTICAL DEFLECTION CEILING RUNNER (ITEM 1A2) IS USED, STEEL STUDS SECURED TO SLOTTED VERTICAL DEFLECTION CLIPS, THROUGH THE BUSHINGS, WITH STEEL SCREWS AT MIDHEIGHT OF EACH SLOT. STUD SPACING NOT TO EXCEED 24 IN. (610 MM) OC. C. GYPSUM BOARD* — (CKNX)- MIN 5/8 IN. (16 MM) THICK GYPSUM BOARD SHEETS INSTALLED ON EACH SIDE OF WALL. WALL TO BE CONSTRUCTED AS SPECIFIED IN THE INDIVIDUAL WALL AND PARTITION DESIGN IN THE UL FIRE RESISTANCE DIRECTORY, EXCEPT THAT A MAX 1-1/2 IN. (38 MM) GAP SHALL BE MAINTAINED BETWEEN THE TOP OF THE GYPSUM BOARD AND THE BOTTOM OF THE STEEL DECK UNITS AND THE TOP ROW OF SCREWS SHALL BE INSTALLED INTO THE STUDS 3-1/2 TO 4 IN. (89 TO 102 MM) BELOW THE LOWER SURFACE OF THE FLOOR OR ROOF. 2. NONRATED HORIZONTAL ASSEMBLY — THE NONRATED HORIZONTAL ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AS DESCRIBED BELOW: A. SUPPORTS (NOT SHOWN) — STRUCTURAL STEEL OR OTHER MEMBERS SUPPORTING THE STEEL DECK. B. STEEL DECK— MAX 3 IN. (76 MM) DEEP BY MIN 20 MSG GALV STEEL DECK, FLUTED MAX 12 IN. (305 MM) ON CENTER. WELDED OR MECHANICALLY FASTENED TO SUPPORTS (ITEM 2A). C. CONCRETE (NOT SHOWN. OPTIONAL) — STEEL DECK MAY BE TOPPED WITH REINFORCED CONCRETE. THICKNESS OF CONCRETE MAY VARY. 3. JOINT SYSTEM — MAX SEPARATION BETWEEN BOTTOM OF STEEL DECK AND TOP OF WALL ASSEMBLY AT TIME OF INSTALLATION OF JOINT SYSTEM IS 1-1/2 IN. (38 MM). JOINT SYSTEM IS DESIGNED TO ACCOMMODATE A MAX 50 PERCENT COMPRESSION OR EXTENSION FROM ITS INSTALLED WIDTH. THE JOINT SYSTEM CONSISTS OF FORMING MATERIAL AND A FILL MATERIAL, AS FOLLOWS: A. FORMING MATERIAL* — NOM 4 PCF (64 KG/M3) DENSITY MINERAL WOOL BATT INSULATION CUT APPROX 25 PERCENT WIDER THAN THE FLUTES AND WITH A LENGTH APPROX EQUAL TO THE OVERALL THICKNESS OF THE WALL. MULTIPLE PIECES STACKED ON TOP OF EACH OTHER, AS NEEDED, AND THEN COMPRESSED 50 PERCENT IN THICKNESS AND INSERTED INTO THE FLUTES OF THE STEEL DECK ABOVE THE TOP OF THE CEILING RUNNER. THE MINERAL WOOL BATT INSULATION IS TO PROJECT B EYOND EACH SIDE OF THE CEILING RUNNER, FLUSH WITH WALL SURFACES. ADDITIONAL 1-1/4 IN. (32 MM) WIDE STRIPS OF NOM 4 PCF (64 KG/M3) MINERAL WOOL BATT INSULATION ARE TO BE CUT TO FILL THE GAP BETWEEN THE TOP OF THE GYPSUM BOARD AND BOTTOM OF THE STEEL DECK. THE STRIPS OF MINERAL WOOL ARE COMPRESSED 50 PERCENT AND TIGHTLY PACKED, CUT EDGE FIRST, INTO THE GAP BETWEEN THE TOP OF THE GYPSUM BOARD AND BOTTOM OF THE STEEL DECK ON BOTH SIDES OF THE WALL. ROCK WOOL MANUFACTURING CO — DELTA -BOARD ROXUL INC — SAFE THERMAFIBER INC —TYPE SAF Al. FORMING MATERIAL* —PLUGS — (OPTIONAL, NOT SHOWN) PREFORMED MINERAL WOOL PLUGS, FORMED TO THE SHAPE OF THE FLUTED FLOOR UNITS, FRICTION FIT TO COMPLETELY FILL THE FLUTES ABOVE THE CEILING CHANNEL. THE PLUGS SHALL PROJECT BEYOND EACH SIDE OF THE CEILING RUNNER, FLUSH WITH WALL SURFACES. ADDITIONAL FORMING MATERIAL, DESCRIBED IN ITEM 3A2, TO BE USED IN CONJUNCTION WITH THE PLUGS TO FILL THE GAP BETWEEN THE TOP OF GYPSUM BOARD AND BOTTOM OF STEEL DECK. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — CP777 SPEED PLUGS A2. FORMING MATERIAL* - STRIPS — (OPTIONAL) - NOM 1-1/4 IN. (16 OR 32 MM) WIDE PRECUT MINERAL WOOL STRIPS. THE STRIPS ARE COMPRESSED 50 PERCENT AND FIRMLY PACKED, CUT EDGE FIRST, INTO THE GAP BETWEEN THE TOP OF THE GYPSUM BOARD AND BOTTOM OF THE STEEL DECK ON BOTH SIDES OF THE WALL. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — CP 767 SPEED STRIPS B. FILL, VOID OR CAVITY MATERIAL* — MIN 1/16 IN. (1.6 MM) DRY THICKNESS (1/8 IN. OR 3.2 MM WET THICKNESS) OF FILL MATERIAL SPRAYED OR TROWELED ON EACH SIDE OF THE WALL TO COMPLETELY COVER MINERAL WOOL FORMING MATERIAL AND TO OVERLAP A MIN OF 1/2 IN. (13 MM) ONTO GYPSUM BOARD AND STEEL DECK ON BOTH SIDES OF WALL. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — CFS-SP WB FIRESTOP JOINT SPRAY HEAD OF RATED WALL AT NON -RATED ROOF SCALE: N.T.S. SYSTEM NO. W-L-1252 ANSI/UL1479 (ASTM E814) CAN/ULC S115 F RATINGS — 1, 2,3 AND 4 HR (SEE ITEMS 1 AND 3) F RATINGS — 1, 2, 3 AND 4 HR (SEE ITEMS 1 AND 3) T RATING — 0 HR FT RATING — 0 HR L RATING AT AMBIENT — LESS THAN 1 CFM/SQ FT FH RATINGS— 1, 2, 3 AND 4 HR (SEE ITEMS 1 AND 3) L RATING AT 400 F — 4 CFM/SQ FT FTH RATING — 0 HR L RATING AT AMBIENT — LESS THAN 1 CFM/SQ FT L RATING AT 400 F — 4 CFM/SQ FT A F-1 SECTION A -A 1. WALL ASSEMBLY — THE 1, 2,3 OR 4 HR FIRE RATED GYPSUM BOARD/STUD WALL ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER DESCRIBED IN THE INDIVIDUAL U400, V400 OR W400 SERIES WALL OR PARTITION DESIGN IN THE UL FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES: A. STUDS —WALL FRAMING SHALL CONSIST OF STEEL CHANNEL STUDS. STEEL STUDS TO BE MIN 3-1/2 IN. (89 MM) WIDE SPACED MAX 24 IN. (610 MM) OC. B. GYPSUM BOARD* — MIN 5/8 IN. (16 MM) THICK WITH SQUARE OR TAPERED EDGES. THE GYPSUM BOARD TYPE, THICKNESS, NUMBER OF LAYERS, FASTENER TYPE AND SHEET ORIENTATION SHALL BE AS SPECIFIED IN THE INDIVIDUAL WALL OR P PARTITION DESIGN IN THE UL FIRE RESISTANCE DIRECTORY. MAX DIAM OF OPENING IS 5-3/4 IN. (146 MM). THE HOURLY F AND FH RATINGS OF THE FIRESTOP SYSTEM ARE EQUAL TO THE HOURLY FIRE RATING OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED. 2. THROUGH PENETRANT — ONE METALLIC PIPE, CONDUIT OR TUBE TO BE INSTALLED EITHER CONCENTRICALLY OR ECCENTRICALLY WITHIN THE FIRESTOP SYSTEM. THE ANNULAR SPACE BETWEEN THE PIPE, CONDUIT OR TUBE AND PERIPHERY OF OPENING SHALL BE MIN 0 IN. (POINT CONTACT) TO MAX 7/8 IN. (22 MM). PIPE, CONDUIT OR TUBE TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY. A. STEEL PIPE — NOM 4 IN. (102 MM) DIAM (OR SMALLER) SCHEDULE 10 (OR HEAVIER) STEEL PIPE. B. IRON PIPE — NOM 4 IN. (102 MM) DIAM (OR SMALLER) CAST OR DUCTILE IRON PIPE. C. CONDUIT— NOM 4 IN. (102 MM) DIAM (OR SMALLER) RIGID STEEL CONDUIT. D. CONDUIT— NOM 4 IN. (102 MM) DIAM (OR SMALLER) STEEL ELECTRICAL METALLIC CONDUIT. E. COPPER TUBING — NOM 4 IN. (102 MM) DIAM (OR SMALLER) TYPE L (OR HEAVIER) COPPER TUBING. F. COPPER PIPE — NOM 4 IN. (102 MM) DIAM (OR SMALLER) REGULAR (OR HEAVIER) COPPER PIPE. 3. FILL, VOID OR CAVITY MATERIAL — SEALANT* — FILL MATERIAL APPLIED WITHIN ANNULUS, FLUSH WITH BOTH SURFACES OF WALL. TYPE AND THICKNESS OF SEALANT IS DEPENDENT ON F AND FH RATINGS AS INDICATED IN TABLE BELOW. AN ADDITIONAL 1/2 IN. (13 MM) DIAMETER BEAD OF SEALANT APPLIED AT PENETRANT/GYPSUM BOARD INTERFACE AT POINT CONTACT LOCATION ON BOTH SURFACES OF WALL. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — FS-ONE OR CP 606 SEALANT F, FH SEALANT RATING HR SEALANT TYPE THICKNESS, IN. (MM) 1.2 FS-ONE OR CP 6061-5/8 5/8 (16) 3 FS-ONE OR CP 6061-5/8 1 (25) 4 FS-ONE 1 (25) *BEARING THE UL CLASSIFICATION MARK PIPE PENETRATION IN RATED STUD WALL SCALE: N.T.S. SYSTEM NO. C-AJ-1184 ANSI/UL1479 (ASTM E814) CAN/ULC S115 FRATINGS-3HR FRATINGS —3HR T RATING — 0 HR FT RATING — 0 HR FH RATINGS — 3 HR FTH RATING — 0 HR SECTION A -A 1. FLOOR OR WALL ASSEMBLY — MIN. 4-1/2 IN (114MM) THICK REINFORCED LIGHTWEIGHT OR NORMAL WEIGHT (100-150 PCF OR 1600-2400 KG/M3) CONCRETE. WALL MAY ALSO BE CONSTRUCTED OF ANY UL CLASSIFIED CONCRETE BLOCKS*.FLOOR MAY ALSO BE CONSTRUCTED OF ANY MIN. 7-1/2 IN. (190 MM) THICK UL CLASSIFIED HOLLOW CORE PRECAST CONCRETE UNITS*. MAX DIAM OF OPENING IS 14 IN. (356 MM) WHEN CONCRETE FLOOR OR WALL IS USED AND MAX 7 IN. (178 MM) WHEN PRECAST CONCRETE UNITS ARE USED. SEE CONCRETE BLOCKS (CAZT) AND PRECAST CONCRETE UNITS (CFTV) CATEGORIES IN THE FIRE RESISTANCE DIRECTORY FOR NAMES OF MANUFACTURES. 2. THROUGH PENETRANT— ONE METALLIC PIPE, CONDUIT OR TUBE TO BE INSTALLED EITHER CONCENTRICALLY OR ECCENTRICALLY WITHIN THE FIRESTOP SYSTEM. THE ANNULAR SPACE BETWEEN THE PIPE, CONDUIT OR TUBE AND PERIPHERY OF OPENING SHALL BE MIN 0 IN. (POINT CONTACT) TO MAX 3-1/4 IN. (83 MM). PIPE, CONDUIT OR TUBE TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF FLOOR OR WALL ASSEMBLY. THE FOLLOWING TYPES AND SIZES OF METALLIC PIPE, CONDUIT OR TUBE MAY BE USED. A. STEEL PIPE — NOM 10 IN. (254 MM) DIAM (OR SMALLER) SCHEDULE 10 (OR HEAVIER) STEEL PIPE. B. IRON PIPE — NOM 10 IN. (254 MM) DIAM (OR SMALLER) CAST OR DUCTILE IRON PIPE. C. CONDUIT — NOM 4 IN. (102 MM) DIAM (OR SMALLER) STEEL ELECTRICAL METALLIC TUBING OR STEEL CONDUIT. D. COPPER TUBING — NOM 4 IN. (102 MM) DIAM (OR SMALLER) TYPE L (OR HEAVIER) COPPER TUBING. E. COPPER PIPE — NOM 4 IN. (102 MM) DIAM (OR SMALLER) REGULAR (OR HEAVIER) COPPER PIPE. 3. FORMS — (NOT SHOWN, OPTIONAL) USED AS A FORM TO PREVENT LEAKAGE OF FILL MATERIAL DURING INSTALLATION. FORMS TO BE RIGID SHEET MATERIAL, CUT TO FIT THE CONTOUR OF THE PENETRATING ITEM AND POSITIONED AS REQUIRED TO ACCOMMODATE THE REQUIRED THICKNESS OF FILL MATERIAL. FORMS TO BE REMOVED AFTER FILL MATERIAL HAS CURED. ADDITIONAL FORMING MATERIAL MAY BE USED IN CONCRETE BLOCK WALL PENETRATED. A MIN 1/2 IN. (13 MM) THICKNESS OF MIN 4PCF (64 KG/M3) MINERAL WOOL BATT INSULATION IS FIRMLY PACKED INTO THE ANNULUS AS A PERMANENT FORM AND RECESSED FROM BOTH SURFACES OF THE WALL AS REQUIRED TO ACCOMMODATE THE REQUIRED THICKNESS OF FILL MATERIAL. 4. FILL, VOID OR CAVITY MATERIAL — SEALANT — MIN 1 IN. (25 MM) THICKNESS OF FILL MATERIAL APPLIED WITHIN ANNULUS. AT THE POINT OF CONTACT LOCATION BETWEEN THROUGH PENETRANT AND CONCRETE, A MIN 1/2 IN. (13 MM) DIAM BEAD OF FILL MATERIAL SHALL BE APPLIED AT THE CONCRETE THROUGH PENETRANT INTERFACE. WHEN PRECAST CONCRETE UNITS ARE USED, THE FILL MATERIAL SHALL BE INSTALLED WITHIN ANNULAR SPACE, FLUSH WITH LOWER SURFACE OF FLOOR. WHEN CONCRETE BLOCK WALL IS PENETRATED, A MIN 1 IN. (25 MM) THICKNESS OF FILL MATERIAL SHALL BE APPLIED WITHIN THE ANNULUS FLUSH WITH BOTH SURFACES OF WALL. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — FS605, FS-ONE SEALANT OR FS-ONE MAX INTUMESCENT SEALANT *INDICATES SUCH PRODUCTS SHALL BEAR THE UL OR CUL CERTIFICATION MARK FOR JURISDICTIONS EMPLOYING THE UL OR CUL CERTIFICATION (SUCH AS CANADA), RESPECTIVELY. PIPE PENETRATION IN RATED CONCRETE WALL SCALE: N.T.S. SYSTEM NO. W-J-1191 JOINT RATING — 2 HR NOMINAL JOINT WIDTH — 1-1/2 IN. CLASS II MOVEMENT CAPABILITIES — 50% COMPRESSION AND EXTENSION SECTION A -A 1. WALL ASSEMBLY— MIN 5 IN. (165 MM) THICK REINFORCED LIGHTWEIGHT OR NORMAL WEIGHT (100-150 PCF OR 1600-2400 KG/M3) CONCRETE. WALL MAY ALSO BE CONSTRUCTED OF ANY UL CLASSIFIED CONCRETE BLOCKS*. MAX HEIGHT OF OPENING IS 3-1/2 IN. (89 MM). MAX WIDTH OF OPENING IS 32 IN. (813 MM). SEE CONCRETE BLOCKS (CAZT) CATEGORY IN THE FIRE RESISTANCE DIRECTORY FOR NAMES OF MANUFACTURERS- 2. THROUGH PENETRANTS — MULTIPLE PIPES OR CONDUITS INSTALLED IN SINGLE LAYER ARRAY WITHIN THE FIRESTOP SYSTEM. THE ANNULAR SPACE BETWEEN THE PIPES AND CONDUITS AND THE EDGES OF THE OPENING SHALL BE MIN 0 IN. (0 MM, POINT CONTACT) TO MAX 1-3/8 IN. (35 MM). THE SEPARATION BETWEEN PIPES AND CONDUITS TO BE A MIN 0 IN. (0 MM, POINT CONTACT) TO A MAX 1-1/4 IN. (32 MM). PIPES AND CONDUITS TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY. THE FOLLOWING TYPES AND SIZES OF METALLIC PIPES OR CONDUITS MAY BE USED: A. STEEL PIPE — NOM 2 IN. (51 MM) DIAM (OR SMALLER) SCHEDULE 5 (OR HEAVIER) STEEL PIPE B. CONDUIT— NOM 2 IN. (51 MM) DIAM (OR SMALLER) RIGID STEEL CONDUIT OR STEEL ELECTRICAL METALLIC TUBING (EMT). 3. FORMING MATERIAL — (OPTIONAL, NOT SHOWN) - FOAM BACKER ROD, MINERAL WOOL BATT INSULATION OR GLASS FIBER INSULATION PACKED INTO OPENING AND RECESSED FROM EACH SURFACE OF THE WALL TO ACCOMMODATE FILL MATERIAL. 4. FILL VOID OR CAVITY MATERIALS* - SEALANT — MIN 5/8 IN. (13 MM) THICKNESS OF FILL MATERIAL INSTALLED TO COMPLETELY FILL ANNULAR SPACE BETWEEN PIPES, CONDUITS AND CONCRETE FLUSH WITH EACH SURFACE OF WALL. MIN 1/2 IN. (13 MM) DIAM BEAD OF FILL MATERIAL APPLIED TO THE THROUGH PENETRANT/WALL INTERFACE AT THE POINT CONTACT LOCATIONS ON BOTH SIDES OF THE WALL. TWO HOUR F RATING ONLY APPLIES ONLY WHEN THE FS-ONE SEALANT IS USED. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — HILTI CP 606 FLEXIBLE FIRESTOP SEALANT OR FS-ONE SEALANT *BEARING THE UL CLASSIFICATION MARK MULTIPLE PIPE PENETRATION - RATED CMU WALL SCALE: N.T.S. SYSTEM NO. W-L-1389 F RATINGS — 1 AND 2HR (SEE ITEMS 1 AND 3) T RATING — 0 HR SECTION A -A 1. WALL ASSEMBLY— THE 1 OR 2 HR FIRE -RATED GYPSUM BOARD/STUD WALL ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER DESCRIBED IN THE INDIVIDUAL U400 OR V400 SERIES WALL AND PARTITION DESIGNS IN THE UL FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES: A. STUDS — WALL FRAMING SHALL CONSIST OF MIN 3-5/8 IN. (92 MM) WIDE STEEL STUDS SPACED MAX 24 IN. (610 MM) OC. B. GYPSUM BOARD* —THICKNESS, TYPE, NUMBER OF LAYERS AND FASTENERS, AS SPECIFIED IN THE INDIVIDUAL U400 OR V400 SERIES WALL AND PARTITION DESIGN. MAX HEIGHT OF OPENING IS 3-1/2 IN. (89 MM). MAX W IDTH OF OPENING IS 32 IN. (813 MM). 2. THROUGH PENETRANTS — MULTIPLE PIPES OR CONDUITS INSTALLED IN SINGLE LAYER ARRAY WITHIN THE FIRESTOP SYSTEM. THE ANNULAR SPACE BETWEEN THE PIPES AND CONDUITS AND THE EDGES OF THE OPENING SHALL BE MIN 0 IN. (0 MM, POINT CONTACT) TO MAX 1-3/8 IN. (35 MM). THE SEPARATION BETWEEN PIPES AND CONDUITS TO BE A MIN 0 IN. (0 MM, POINT CONTACT) TO A MAX 1-1/4 IN. (32 MM). PIPES AND CONDUITS TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY. THE FOLLOWING TYPES AND SIZES OF METALLIC PIPES OR CONDUITS MAY BE USED: A. STEEL PIPE — NOM 2 IN. (51 MM) DIAM (OR SMALLER) SCHEDULE 5 (OR HEAVIER) STEEL PIPE. B. CONDUIT— NOM 2 IN. (51 MM) DIAM (OR SMALLER) RIGID STEEL CONDUIT OR STEEL ELECTRICAL METALLIC TUBING (EMT). 3. FILL VOID OR CAVITY MATERIALS* - SEALANT — MIN 5/8 IN. (16 MM) THICKNESS OF FILL MATERIAL INSTALLED TO COMPLETELY FILL ANNULAR SPACE BETWEEN PIPES, CONDUITS AND GYPSUM FLUSH WITH EACH SURFACE OF WALL. MIN 1/2 IN. (13 MM) DIAM BEAD OF FILL MATERIAL APPLIED TO THE THROUGH PENETRANT/WALL INTERFACE AT THE POINT CONTACT LOCATIONS ON BOTH SIDES OF THE WALL. THE 2 HOUR F RATING APPLIES ONLY WHEN FS-ONE SEALANT IS USED. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — HILTI CP 606 FLEXIBLE FIRESTOP SEALANT OR FS-ONE SEALANT *BEARING THE UL CLASSIFICATION MARK MULTIPLE PIPE PENETRATION - RATED STUD WALL SCALE: N.T.S. ARCHITECTURE PLANNING INTERIORS GRAPHICS O HANA GROWTH PARTNERS U) U W 2 U ry Q 2948 SIDCO DR. NASHVILLE, TN 37204 615.244.8170 www.mjmarch.com 212 WEST PADON IA RD TIMONIUM, MD 21093 PLANET FITNESS - EDMONDS 22515 HIGHWAY 99 EDMONDS, WA 98026 SNOHOMISH COUNTY 0. W Z 0 Z 0 U 0 J PERMIT SET 03/06/24 MJM # 23450 W Q 0 NO. DESCRIPTION DATE This drawing and the design shown is the property of the architect. The reproduction, copying or use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. UL RATED ASk I E S May 09 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT W W G202 X: U) a r • A& A-W .,w. r' 140 LOW $ 1 i **SITE PLAN SHOWN FOR f **REFERENCE ONLY** 0 n ARCHITECTURAL SITE PLAN �,via 1. -- ■ ■ EXISTING CONCRETE TILT -WALL FIRE — WALL, PER TABLE 721. 1(2) OF THE 2018 IBC, NUMBER 4-1.1, ■ PRESCRIPTIVE RATING EQUIVALENT ADJACENT TENANT TO 3HOURS. ■ (SEPARATE BUILDING) 1 ?Llli- pakl A 6 ■ PARATED MIXED B, S-1, A-3 MOST ESTRICTIVE OWABLE AREA: CTUAL AREA L2,952 SFf s C U) U W \4 U Q ARCHITECTURE 2948 SIDCO DR. PLANNING NASHVILLE, TN 37204 INTERIORS 615.244.8170 GRAPHICS www.mjmarch.com o� e . n. c yr •.r..,........ �.. O HANA GROWTH PARTNERS 212 WEST PADON IA RD TIMONIUM, MD 21093 PLANET FITNESS - EDMONDS 22515 HIGHWAY 99 EDMONDS, WA 98026 SNOHOMISH COUNTY J Q W Cn W z z O U O J PERMIT SET 03/06/2 4 MJM # 23450 W 0 NO. DESCRIPTION DATE 1 AHJ COMMENTS 03/14/24 3 AHJ COMMENTS 05/03/24 This drawing and the design shown is the property of the architect. The reproduction, copying or use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. ARCH. SITE May 09 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT G300 U) z O U) > W W W X: U) Q�SCALE: 3/64" = 1'-0" PLANET FITNESS RESPONSIBILITY SCHEDULE BASED ON 2018 MASTERFORMAT CSI ITEM LANDLORD GENERAL CONTRACTOR OWNER/TENANT VENDOR NOTES NOT APPLICABLE EXISTING TO REMAIN FURNISH INSTALL FURNISH INSTALL FURNISH INSTALL FURNISH INSTALL DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS DIVISION 01 -GENERAL REQUIREMENTS DEMOLITION, REMOVAL AND DISPOSAL X X DUMPSTERS AND TRASH REMOVAL X X CONSTRUCTION CLEAN (BEFORE PUNCHLIST WALK / FINAL INSPECTIONS) X X FINAL CLEAN (BEFORE TURNOVER) X X INCLUDING ALL OVERHEAD FIXTURES AND EQUIPMENT, DUCTWORK, FANS, LIGHTS ETC. TEMPORARY SERVICES: TELEPHONE, FAX, INTERNET, SANITARY FACILITIES X X AS REQUIRED PER OWNER AND AUTHORITIES HAVING JURISDICATION TEMPORARY UTILITIES: ELECTRICAL, HEATING, COOLING AND WATER SERVICES X X AS REQUIRED PER OWNER AND AUTHORITIES HAVING JURISDICATION BARRICADE AND BLACK OUT FILM X X AS REQUIRED PER OWNER AND AUTHORITIES HAVING JURISDICATION INSPECTION FEES X X BUILDING PERMIT FEES X X STEEL/SUPPORT X X X STORAGE CONTAINERS FOR MATERIALS AND DELIVERIES X X X GC IS REPONSIBLE FOR RECEIVING ALL DELIVERIES INCLUDING UNLOADING AND STORING DELIVERIES UNLESS NOTED OTHERWISE FLOOR PROTECTION X X DIVISION 02 - EXISTING CONDITIONS SIDEWALKS / PARKING LOT X LANDSCAPE DIVISION 03 - CONCRETE CONCRETE SLAB AND ALL FLOOR PREPARATION X X X GRINDING, LEVELING AND FILLER AS REQUIRED FOR PROPER FLOORING REQUIREMENTS FOR EQUIPMENT PLACEMENT CONCRETE CUTTING / PATCHING / REPAIR X X DIVISION 04 - MASONRY GRANITE COUNTERTOPS AND WALL CAPS X X FOR FRONT DESK, COUNTER, VANITIES, PARTIAL HEIGHT WALL CAPS, LOCKER ROOM BENCHES AND WINDOW SILLS. CONCRETE MASONRY UNIT (BLOCK WALLS) X MASONRY INFILL X DIVISION 05 - METALS SUPPORTS AT COUNTERS AND PARTIAL HEIGHT WALLS X X ROOFTOP UNIT SUPPORT FRAMING X X METAL STRAPPING FOR REINFORCED WALL SUPPORT X X DIVISION 06 -WOOD, PLASTICS, COMPOSITES MILLWORK X X X X GC TO COORDINATE INSTALLATION GYM FLOOR MIRROR FRAMES, FOR REAR ILLUMINATED MIRRORS X X X X LOCKER ROOM BENCH X X X X SOLID SURFACE COUNTERTOPS AND WALL CAPS, WHERE APPLICABLE X X BLOCKING / BACKING FOR WALL MOUNTED FIXTURES AND ACCESSORIES X X DIVISION 07 - THERMAL AND MOISTURE PROTECTION CAULKING AND SEALANTS WATERPROOF MEMBRANE X X X X INSULATION (ROOF, EXTERIOR PARTITION ASSEMBLY AND FLOOR), WHERE REQUIRED DIVISION 08 - OPENINGS DOORS, FRAMES AND HARDWARE X X X X BLACK CARD SPA GLAZING AND GLAZING FRAME ASSEMBLY X X ENTRY VESTIBULE GLAZING AND GLAZING FRAME ASSEMBLY X X EXTERIOR GLAZING AND GLAZING FRAME ASSEMBLY X X DIVISION 09 - FINISHES DEMISING PARTITIONS X DEMISING PARTITIONS - GYMSUM BOARD SYSTEM X INTERIOR PARTITIONS X X INTERIOR PARTITIONS - GYMSUM BOARD SYSTEM X X GYPSUM BOARD CEILING SYSTEM X X ACOUSTICAL CEILING SYSTEM X X PAINT X X WALLCOVERING X X X FLOOR AND WALL TILE SYSTEMS X X X VINYL COVE WALL BASE X X RUBBER DIMENSIONAL WALL BASE X X X SOFFITS & GEAR SOFFITS X X FIBER REINFORCED PANELS (FRP) X X BRANDED ACROVYN PANELS X X X WAINSCOT WALL PANELS X X X PARTITIONS - TOILET/URINAL/CHANGING ROOM X X X RUBBER FLOOR X X X X DIVISION 10 -SPECIALTIES ADA / ACCESSIBILITY HARDWARE & SIGNAGE X X LUNK ALARM X X INTERIOR SIGNAGE X X X BRANDED WALL MOUNTED SIGNAGE & ACCESSORIES X X LOCKERS X X X DIVISION 11 - EQUIPMENT EXERCISE WORKOUT EQUIPMENT X X TANNING BEDS AND BOOTHS (FOR STANDARD AND HYBRID UNITS) X X TOTAL BODY ENHANCEMENT (BEAUTY ANGEL) BOOTH X X HYDROMASSAGE (BEDS AND LOUNGERS) X X BEVERAGE COOLERS X X TELEVISIONS X ANDREW TRUSS SYSTEM X ANDREW CEILING FANS - BIG ASS FANS X PLANET FITNESS RESPONSIBILITY SCHEDULE BASED ON 2018 MASTERFORMAT CSI ITEM LANDLORD GENERAL CONTRACTOR OWNER/TENANT VENDOR NOTES NOT APPLICABLE EXISTING TO REMAIN FURNISH INSTALL FURNISH INSTALL FURNISH INSTALL FURNISH INSTALL DIVISION 12 - FURNISHINGS FURNITURE - CHAIRS, TABLES, STOOLS X X DIVISION 13 - SPECIAL CONSTRUCTION DIVISION 14 - CONVEYING EQUIPMENT DIVISION 21 - FIRE SUPPRESSION FIRE SUPPRESSION DESIGN, CALCULATIONS AND PERMIT DRAWINGS PREPARED BY LICENSED ENGINEER X X FIRE SPRINKLER SYSTEM INCLUDING MODIFICATIONS TO BASE SYSTEM X X SMOKE EVACUATION SYSTEM X X FIRE DAMPERS X X FIRE EXTINGUISHERS X X DIVISION 22 - PLUMBING PLUMBING - SEE PLUMBING SHEETS X X PLUMBING FIXTURES - SEE PLUMBING SHEETS X X SANITARY LINE TO PREMISES X X WATER LINE TO PREMISES GAS SERVICE X X X X GAS LINES & REGULATORS DRINKING FOUNTAIN WATER HEATER X X X X X X DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING (HVAC) MECHANICAL -SEE MECHANICAL SHEETS MECHANICAL EQUIPMENT X X X X CONTROLS AND WIRING DUCTWORK, DIFFUSERS AND ACCESSORIES ROOFING X X X X X X AIR BALANCING X X HYDROMASSAGE CHILLER X X REQUIRED IF NO A/C DROP OF LESS THAN 300 CFM IN EACH ROOM WITH EQUIPMENT DIVISION 25 - INTEGRATED AUTOMATION DIVISION 26 - ELECTRICAL ELECTRICAL - SEE ELECTRICAL SHEETS X X DISTRIBUTION X X MAIN SERVICE CONDUIT X X MAIN SERVICE WIRING X X PANELBOARDS X X TRANSFORMER X X ELECTRICAL RACEWAY X X LIGHT FIXTURES X X X BLACK CARD SPA EQUIPMENT DISCONNECTS X X LOW VOLTAGE DEVICES AND WIRING X X DIVISION 27 - COMMUNICATIONS TELECOMM SERVICE (PHONE / INTERNET) X X TELECOMM FEED, CABLING, WIRING X X IN CLUB DIGITAL MEDIA - AUDIO AND VIDEO X X POINT OF SALES (POS) SYSTEMS AND ACCESSORIES X X RADIANCE SYSTEM AND ACCESSORIES, WHERE APPLICABLE DIVISION 28 - ELECTRONIC SAFETY AND SECURITY FIRE ALARM PROTECTION DESIGN, CALCULATIONS AND PERMIT DRAWINGS PREPARED BY LICENSED ENGINEER X X X X 7 FIRE ALARM PROTECTION SYSTEM INCLUDING MODIFICATIONS TO BASE SYSTEM X X DIVISION 31 - EARTHWORK DIVISION 32 - EXTERIOR IMPROVEMENTS EXTERIOR BUILDING SIGNAGE X X X GC TO COORINDATE ELECTRICAL CONNECTION PYLON SIGNAGE DIVISION 33 - UTILITIES X X X GC TO COORINDATE ELECTRICAL CONNECTION DIVISION 34 - TRANSPORTATION DIVISION 35 -WATERWAY AND MARINE CONSTRUCTION (NOT USED) NOTE FOR ARCHITECTS - THIS LIST MUST BE REVIEWED AND EDITED ACCORDINGLY BEFORE PUBLISHING IN THE CONSTRUCTION DOCUMENTS LAST UPDATE: MARCH 2O22 ARCHITECTURE PLANNING INTERIORS GRAPHICS O HANA GROWTH PARTNERS U) U W U Q 2948 SIDCO DR. NASHVILLE, TN 37204 615.244.8170 www.mjmarch.com 212 WEST PADON IA RD TIMONIUM, MD 21093 PLANET FITNESS - EDMONDS 22515 HIGHWAY 99 EDMONDS, WA 98026 SNOHOMISH COUNTY 0. W z O PERMIT SET 03/06/24 MJM # 23450 W Q 0 NO. DESCRIPTION DATE This drawing and the design shown is the property of the architect. The reproduction, copying or use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. RESPONSIBILITY SfibftWLE May 09 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT W W G400 2 U) Vendor Contact List Vendor Type Type Description Account Name First Name Last Name Joanis Title Email Phone Mobile Construction Media Installation; Raceway Systems; Rubber Flooring; Truss Systems Adirondack Direct Bryan bjoanis@adkdirect.com (315) 368-3726 (315) 315-1676 Construction Interior Signage Arc Document Solutions Bill Dunn VP bill.dunn@e-arc.com (248) 459-8677 Construction Fans Big Ass Fans Brittany Hansen National Accounts Manager brittany.hansen@bigasssolutions.com (859) 629-7687 (859) 421-4792 Construction HVAC Carrier Corporation Paul Witz Strategic Account Manager - NE paul.witz@carrier.com (800) 227-7437 (315) 317-2481 Construction IT Cerdant, Inc. Todd Barrett Vice President, Sales todd.barrett@cerdant.com (614) 652-9990 (781) 710-2666 Construction Wallcovering Coastal Painting & Wallpaper, Inc Kevin Blais Owner/President kbiais318@gmail.com (603) 926-4690 (603) 765-0706 Construction IT Code Blue Guido Ronghi President/CEO guido@teamcodeblue.com (855) 343-3533 Construction Tanning Room FRP; Wainscot FRP Construction Specialties Kim Sears National Accounts Sales Manager, Northeast ksears@c-sgroup.com (888) 331-2031 (978) 719-3487 Construction Tile Creative Materials Corporation Allison Piche apiche@creativemateriaiscorp.com (518) 452-9694 (518) 713-5395 Construction Tile Dal Tile Kelly Garcia Quotes and Orders planetriitness@daltile.com (214) 309-4988 Construction IT Deep Blue Communications Rebecca Douglas Senior Account Executive rebecca@deepbluecommunications.com (518) 389-2719 Construction IT DirecTV Ashley Scoughton as878p@att.com (310) 426-4253 Construction Furniture & Fixtures DreamSeat, LLC Dan Hirgesell Account Representative dhiergesell@dreamseat.com (631) 212-0282 Construction Rubber Flooring ECORE International Matt Koch Sales Manager mbk@ecoreintl.com (717) 824-8251 Construction Utility Consulting Engie Tony Pandolfo tpandolfo@engie.com (770) 672-4604 Construction Truss Systems Entertainment Structural Products Mike Chouinard engineering@esp-knx.com (866) 725-6176 (484) 802-1790 Construction Plumbing Fixtures High Sierra David Malcolm info@highsierrashowerheads.com (888) 445-1941 (559) 760-8176 Construction Furniture & Fixtures; Locker Room Benches; Lockers; Toilet Partitions Hollman, Inc. Michelle Buskey michelleb@hollman.com (972) 815-4096 Construction Tanning Room FRP; Wainscot FRP; Wallcovering Inpro Jennifer Flaherty jlaherty@inprocorp.com Julie Mooney jmooney@inprocorp.com Construction HVAC Johnson Controls Walter Jacobe walt.jacobe@jci.com (405) 419-6351 (405) 312-6666 Construction Exterior Signage Jones Signage Justin Lavinsky javinsky@jonessign.com Construction Bathroom Accessories; Wet Areas Kerdi-Schluter Jason Eckard jeckard@schluter.com (410) 999-4490 Construction HVAC Lennox Industries Kurt Spagnuolo National Account Manager kurt.spagnuolo@lennoxind.com (508) 981-4151 Construction Mirrors Majestic Mirror & Frame Adelaida Leon adelaida@majesticmirror.com (305) 827-2661 Construction Utility Consulting Managed Energy Systems Bobby Bardin bobby@energymes.com (413) 519-5292 Construction Toilet Partitions; Wainscot FRP Marlite Angie Martin amartin@marlite.com (330) 343-6621 Jamie McEdward jmcedward@marlite.com (330) 260-7627 Construction Bathroom Accessories; Toilet Partitions Material Handling Sales, Inc. Darin Aldrich daidrich@mathand.com (207) 846-1054 ext 130 Construction Rubber Flooring Mcelroy's Custom Homes Jim Mcelroy jmcelroy404O@gmail.com (315) 225-4937 Construction Media Installation MYE Entertainment Tony Garcia tony@myeinc.com (661) 964-0217 Laura Garcia laura@myeinc.com (661) 964-0217 Construction Lighting Vendors National Energy & Light Inc. Jim Schmidt President jschmidt@neicompany.com (603) 864-8635 (603) 759-5561 Construction Bathroom Accessories; Toilet Partitions Newton Distributing Company, Inc. Dana D'Agostino dana@newtondistributing.com (877) 837-7745 Lori Lamophe lori@newtondistributing.com (617) 969-4002 Construction Interior Signage; Wallcovering Northeast Color Jillian Kerkhoff jkerkhoff@northeastcolor.com (603) 436-8210 Construction Paint PPG Joe Falasco National Account Representative joe.faiasco@ppq.com (517) 581-8060 Construction Exterior Signage Pride Signs Nelson Melo nmeio@pridesigns.com (519) 622-4040 ext 272 Construction IT Radianse Bob Duggan Chief Technology Officer bob.duggan@radianse.com Construction Plumbing Fixtures Rinnai America Corporation Wally Richardson National Manager of Corporate Accounts wrichardson@rinnai.us (678) 848-1240 Construction Media Installation Rockbot Lukas Prassinos lukas@rockbot.com (415) 813-6020 ext 36 Construction Utility Consulting Save Energy Systems Paul Laskow plaskow@saveenergysystems.com (617) 564-4442 (508) 735-6518 Construction Paint Sherwin-Williams Natalie Gillmer natalie.gillmer@sherwin.com (617) 595-7126 Construction Exterior Signage Sign Pro Peter Rappoccio pete@signpro-usa.com (860) 229-1812 (860) 250-9188 Construction Lighting Services Specialty Lighting Group Anush Kazarian VP of Sales North East anush.kazarian@sslighting.com (860) 767-0110 ext 252 (508) 922-0786 Construction Interior Signage Spectrum Marketing, LLC Jennie Carrier Marketing Manager jennie@spectrummarketing.com (603) 836-1248 Construction Furniture & Fixtures Stack Chair Depot Trish Kennedy Director Customer Service trish@danielpauichairs.com (423) 586-9977 Construction Raceway Systems Starline Chris Howell chris.howell@legrand.com (603) 686-1821 Construction Lighting Services Stone Mather Designs Elaina Bulow eiaina@smdiights.com (505) 247-4276 Construction Mirrors The Mirror Company Dave Maness dave@themirrorcompany.com (800) 473-0619 Construction HVAC Exterior Signage Trane Marc Jeff Widener Kwass marc.widener@trane.com jeff@viewpostings.com (210) 779-9816 (508) 393-8200 Construction ViewPoint Construction Locker Room Benches; Trash Cans Wabash Valley Mfg Inc. Rob Blakley rob.blakiey@playpower.com (260) 352-2102 Tess Folk tess.folk@playpower.com (214) 206-1044 Equipment Workout Equipment American Barbell Karyn Lewis Director of Sales karyn@americanbarbell.com (800) 585-4977 (209) 815-3658 Equipment Used Equipment Buyer CSM Fitness Equipment Craig Athey CEO craig@csmfitness.com (714) 369-8277 (714) 612-0389 Equipment Massage Equipment HydroMassage Maria Kruse National Account Manager mkruse@hydromassage.com (727) 536-5566 Equipment Tanning Equipment JK - Tanning Beds Denise Bowman Account Coordinator - WEST deniseb@jkamerica.com (870) 268-2919 (870) 919-2805 Amanda Grissom Marketing Manager amandag@jkamerica.com Tammy Inness Lamp Sales - MIDWEST tammyi@jkamerica.com (870) 336-1573 Brynn Scarborough Managing Director brynns@jkamerica.com (877) 244-6183 (870) 277-8787 Jennifer Singleton Lamp Sales - EAST jennifers@jkamerica.com (870) 336-1599 Equipment Workout Equipment Life Fitness Christina Nye PFHQ - Director Equipment Placement and Administration christina.nye@pfhq.com (603) 766-9070 Equipment Workout Equipment Matrix Fitness Adam Raitt PFHQ - Senior Equipment Distribution Representative adam.raitt@pfhq.com (603) 766-9082 Equipment Used Equipment Buyer Primo Fitness Nathan Green Director of Sales and Business Development nathan@primofitnessusa.com (619) 550-6788 Equipment Massage Chairs Smarte Carte Abby Johnson johnsona@smartcarte.com (651) 653-3089 Equipment Workout Equipment Wellness Mats Daniel Bouzide President daniel@wellnessmats.com PF Orders pforders@wellnessfitnessmats.com Design Approved Architects C2 Design Architecture Michael Roman Principal roman@c2-designgroup.com (518) 320-8250 ext 101 Design Approved Architects Chipman Design Architecture Bob Wirsing LEED, AP Principal bwirsing@chipman-design.com (847) 420-7693 Design Approved Architects Dickson Emmett Pty Ltd Brian Emmett Director, Project Manager brian@dicksonemmett.com.au 61 407 975 577 Design Approved Architects DK Mullin Architects Dan Mullin daniel@dkmullin.com (208) 596-0356 (208) 892-8433 Design Approved Architects GMAD Neel Rughani Managing Director nrughani@gmad.ca (416) 388-9292 (514) 904-2878 Design Approved Architects Hodgson, Schilf, Evans Architects INC. Daphne Macleod BA, BID, NCIDQ Principal dmacleod@hsea.ca (587) 525-6269 (780) 482-1157 Design Approved Architects Ignisio Studios Duc Train duc.tran@ignisio.com (949) 923-0959 (657) 231-6247 Design Approved Architects MJM Architects Gretchen Fisher Senior Project Manager/Client Manager g.fisher@mjmarch.com (615) 244-8170 Design Approved Architects MT Studio Mike Twiss mtwiss@mtstudio.com (937) 760-3884 Design Approved Architects Nejmark Architects Tat-Liang Cheam MAA OAA LEED@ AP MRAIC Principal tat@nejmark.mb.ca (204) 793-4138 (204) 947-3775 Design Approved Architects Pb2 Architecture + Engineering Scott Broadbent Senior Associate scott.broadbent@pb2ae.com (479) 878-3731 (479) 636-3545 Design Approved Architects Redline Design Group Jason Byrd NCARB President jbyrd@rediinedg.com (919) 302-0425 (919) 878-1660 Design Approved Architects RGLA Solutions Elizabeth Spurgis Senior Program Manager espurgis@rgla.com (847) 916-2748 (847) 671-7452 Design Approved Architects Sargenti Architects Adam Revez Studio Director arevesz@sargarch.com (201) 783-6917 Design Approved Architects Stantec Architecture Brian Reno AIA, NCARB Principal Architect brian.reno@stantec.com (847) 769-9536 (312) 453-7095 ARCHITECTURE PLANNING INTERIORS GRAPHICS O HANA GROWTH PARTNERS U) U W 2 U Q 2948 SIDCO DR. NASHVILLE, TN 37204 615.244.8170 www.mjmarch.com 212 WEST PADON IA RD TIMONIUM, MD 21093 PLANET FITNESS - EDMONDS 22515 HIGHWAY 99 EDMONDS, WA 98026 SNOHOMISH COUNTY J Q W U) Z Q J U) Z O U W Z O PERMIT SET 03/06/24 MJM # 23450 W 0 NO. DESCRIPTION DATE Cn Z O Cn W ry This drawing and the design shown is the property of the architect. The reproduction, copying or use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. VENDOR LIST RESUB May 09 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT W W G401 2 U) H Z W D UI U) c O W I n O I O LO co N U) U O I— LL Q vi c O E W co c co O 0 LO cY) N L N U) M E U N O n C0 Q Z O U M m 00 0 O O F E.6 E D C B A 3.8 3.5 3 2 EXISTING COMPACTOR DOOR TO BE WELDED SHUT 0 EXISTING GATE & r STAIR TO REMAIN EXISTING H.M. DOOR i EXISTING OH DOOR TO BE REMOVED. TO REMAIN IN INFILL EXISTING EXTERIOR WALL W/ 7�1 SERVICE. CLEAN & / SIMILAR CONSTRUCTION EXISTING HAIN LINK FENCE / PAINT. PROVIDE NEW SLATS TO REMAIN. HARDWARE AS SCHEDULED. L EXISTING WALLS TO REMAIN PREP AREA FOR NEW WALL / FLOOR FINISHES, TYP EXISTING RISER INFILL EXISTING OPENING W/ SC EXISTING DOMESTIC WATER DOOR NEW WORK). ENTRANCE TO REMAIN F[TO REMAIN ( ) EXISTING ' MILLWORK/SINK TO REMAIN — I I I I l d --- EXISTING WALLS TO �I REMAIN PREP AREA FOR NEW WALL / FLOOR FINISHES, TYP I ° AREA OF EXISTING MEZZANINE TO BE REMOVED (ABOVE) `-EXISTING PLUMBING FIXTURES TO REMAIN. EXISTING HOSE BIB TO REMAIN I I I I I RUN CONDUIT FROM ELECTRICAL ROOM, TIGHT TO ROOF STRUCTURE, DOWN WALL (NEW WORK), AND TRENCH SLAB AS REQUIRED FOR NEW UNDERSLAB CONDUIT TO ELECTRICAL CURBS REMOVE EXISTING SLAB AS REQUIRED FOR NEW PLUMBING. SEE PLAN FOR EXTENTS. PATCH AND REPAIR VAPOR BARRIER WHERE DISTURBED FROM SLAB REMOVAL. PRIOR TO INSTALLING VAPOR BARRIER AND NEW CONCRETE, RETREAT ALL DISTURBED SOIL WITH TERMITICIDE. TYP., THROUGHOUT REMOVE EXISTING FURRING, TYP SHEATHING, TYP, THROUGHOUT DEMOLITION PLAN SCALE: 1/8" = V-0" EXISTING ROOF DRAIN TO REMAIN EXISTING DOOR TO HAVE HARDWARE REMOVED & BE PERMANENTLY FIXED SHUT -------��---�F--- — -----� EXISTING H.M. DOOR TO REMAIN IN SERVICE. CLEAN & PAINT. PROVIDE NEW HARDWARE AS SCHEDULED, EXISTING DRIVE THRU WINDOW — — — — — L=— ASSEMBLY TO BE REMOVED. INFILL OPENING WITH METAL STUD CONSTRUCTION (NEW WORK) i� L — \� / I REMOVE EXISTING FURRING, TYP SHEATHING, TYP, THROUGHOUT FIELD VERIFY AND LOCATE EXISTING SANITARY SEWER _ AND ABANDON UNDERSLAB ALL EXISTING CONNECTIONS TO MAIN. SEE MECH/PLUMB. DRAWINGS. I I I CLEAN AND PREPARE COLUMNS TO RECEIVE NEW PAINT. TYP. THROUGHOUT L I I I REMOVE EXISTING FLOOR FINISHES AND PREP SLAB TO RECEIVE NEW FINISHES, TYP. THROUGHOUT I I I I I ► REMOVE EXISTING HVAC DUCTWORK & GRILLES AND ALL ASSOCIATED ° ITEMS, TYP THROUGHOUT — REMOVE EXISTING INTERIOR WALLS, DOORS AND ALL ASSOCIATED ITEMS THROUGHOUT SPACE AS INDICATED. - I I � — — — I I ► REMOVE EXISTING INTERIOR CEILINGS, LIGHTS, MISC. ELECTRICAL FIXTURES AND ALL ASSOCIATED ITEMS - I I I I I I I I I I I I I I. I I° EXISTING OPAQUE PANELS TO BE EXISTING ROOF DRAIN REMOVED, INFILL W/ GLAZING TO TO REMAIN MATCH EXISTING 41 �-------- REMOVE EXISTING STOREFRONT REMOVE EXISTING BI-PARTING SYSTEM. PREP OPENING FOR DOORS & TRANSOM. PREP NEW STOREFRONT ENTRY OPENING FOR NEW STOREFRONT ALL EXISTIN( TO REMAIN ALL EXISTIN( EQUIPMENT EXISTING ME FLOOR BEAN DEMOLISHE[ AS INDICATE REMOVE EXI PARTITIONS AS INDICATE DEMOLITION PLAN - MEZZANINE SCALE: 1/8" = V-0" EXISTING H.M. DOOR TO REMAIN IN SERVICE. CLEAN & PAINT. PROVIDE NEW HARDWARE AS SCHEDULED. EXISTING STAIR TO REMAIN PORTION OF EXISTING WALL TO REMAIN REMOVE EXISTING PLUMBING FIXTURES AND ALL ASSOCIATED ITEMS. CAP LINES BACK TO MAIN BRANCH LINES #4 REBAR DOWEL @ 24" O.C., WITH 4" MIN. EMBEDMENT, 8" #4 REBAR @ 24" O.C., EA. WAY CONT. W/ MIN. OVERLAP. 16" OVERLAP (PLACE 1-1/2" MIN., 2" MAX. BELOW TOP OF NEW CONCRETE SLAB). NEW CONC. SLAB TO MATCH EXISTING SLAB THICKNESS (4" MIN.) - - - :•4 - _ o no no no no no no no no no no no no no no no no no no no 00000000000 0 0 0 0 0 0 0 o COMPACTED CRUSHED ROCK OR SAND BASE 6 MIL PLASTIC VAPOR BARRIER UNDISTURBED NATIVE SOIL COMPACTED IN 6-8" MAX LIFTS, TO A FIRM UNYIELDING I I i CONDITION. BED SEWER DRAIN PIPE ON 2" MIN. SAND LAYER 3 PLUMBING TRENCH INFILL SCALE: 1 1/2" = V-0" NOTES: 1. DETAIL REFLECTS GENERAL TRENCH GUIDELINES. GC TO VERIFY EXISTING CONDITIONS. 2. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL REQUIREMENTS. BACK FILL TRENCH EXISTING CONC. SLAB TRENCH WITH NEW CONCRETE. VERIFY DEPTH IN FIELD MIN. WIDTH AS REQ'D SEAL TRENCH AND LEVEL TO MATCH (4" MIN.) EXISTING CONC. SLAB. #4 REBAR DOWEL @ 24" z r O.C., EMBED 4" MIN. DOD INTO EXISTING SLAB W/ HILTI HIT HY-200 MAX 4-e a ADHESIVE NEW ELECTRICAL 6 MIL PLASTIC STIC VAPOR CONDUIT - SEE ELEC. DRAWINGS FOR MORE INFO. 4 ELECTRICAL TRENCH INFILL SCALE: 3" = V-0" 3000 PSI CONCRETE, MATCH EXISTING THICKNESS. REINFORCE W/ 6"X6" W1.4XW1.4 WIRE MESH 6 MIL POLY VAPOR BARRIER OVER CLEAN COMPACTED FILL. OVERLAP NEW AND EXISTING V.B. EDGES AND SEAL WITH MANUF. JOINT TAPE _ Il III III SLAB REPAIR SCALE: 1 1/2" = V-0" AS REQ'D FOR INSTALLATION d TREAT EXPOSED SOIL WITH LOCAL AND STATE EPA APPROVED TERMITICIDE PRIOR TO PLACEMENT OF NEW VAPOR BARRIER #5 x12" REBAR @32" O.C., EMBED 6" INTO EXISTING SLAB W/ EPDXY GROUT. STAGGER 16" OPPOSITE SIDES OF INFILL SLAB EXISTING SLAB TO REMAIN DEMOLITION NOTES 1. GC TO FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO CONSTRUCTION. ANY CONFLICTS, OMISSIONS, ETC. SHALL BE IMMEDIATELY REPORTED TO THE ARCHITECT FOR CLARIFICATION PRIOR TO PERFORMANCE OF ANY WORK IN QUESTION. 2. GC IS RESPONSIBLE FOR PHASING OF DEMO WITH NEW WORK OF TENANT PACKAGE. SUB -CONTRACTORS TO VISIT THE SITE AND BECOME FAMILIAR WITH THE SCOPE OF WORK PRIOR TO STARTING ANY DEMOLITION. 3. PREVENT MOVEMENT OR SETTLEMENT OF STRUCTURE(S). CONTRACTOR SHALL PROVIDE AND PLACE BRACING OR SHORING AND BE RESPONSIBLE FOR SAFETY AND SUPPORT OF STRUCTURE AND SHALL ASSUME LIABILITY FOR SUCH MOVEMENT, SETTLEMENT, DAMAGE, OR INJURY. 4. CONTRACTOR SHALL CEASE OPERATIONS AND NOTIFY THE OWNER & ARCHITECT IMMEDIATELY IF SAFETY OF STRUCTURE APPEARS TO BE ENDANGERED. TAKE PRECAUTIONS TO PROPERLY SUPPORT STRUCTURE. DO NOT RESUME OPERATIONS UNTIL SAFETY IS RESTORED. 5. PROVIDE, ERECT AND MAINTAIN BARRICADES, LIGHTING AND GUARD RAILS AS REQUIRED BYAPPLICABLE REGULATORY AGENCIES TO PROTECT OCCUPANTS OF THE BUILDING, WORKERS, ADJACENT TENANTS AND THE PUBLIC. 6. CONTRACTOR SHALL ARRANGE AND PAY FOR DISCONNECTING, REMOVING, AND CAPPING UTILITY SERVICES WITHIN THE AREA OF DEMOLITION AS WELL AS IDENTIFYING SERVICE LINES AND CAPPING LOCATIONS ON PROJECT RECORD DOCUMENTS. CONTRACTOR SHALL PLACE MARKERS TO INDICATE LOCATION OF DISCONNECTED SERVICES, AND COORDINATE ANY AND ALL INTERRUPTIONS OF UTILITIES WITH CURRENT TENANTS. 48 HOURS WRITTEN NOTICE OF ANY INTENDED INTERRUPTION MUST BE PRESENTED TO THE OWNER. 7. DEMOLISH IN AN ORDERLYAND CAREFUL MANNER AS REQUIRED TO ACCOMMODATE FUTURE TENANT IMPROVEMENTS. PERFORM DEMOLITION IN ACCORDANCE WITH APPLICABLE AUTHORITIES HAVING JURISDICTION. 8. REPAIR ALL DEMOLITION PERFORMED IN EXCESS OF THAT REQUIRED, AT NO ADDITIONAL COST TO THE OWNER. 9. BURNING OF MATERIALS ON SITE IS NOT PERMITTED. REMOVE DEMOLISHED MATERIALS, TOOLS AND EQUIPMENT FROM SITE UPON COMPLETION OF WORK. SITE SHALL BE CLEANED DAILY. COORDINATE DEMO WORK WITH AUTHORITIES HAVING JURISDICTION AND LANDLORD FOR ALLOWABLE HOURS OF OPERATION. 10. DEMOLITION NOTES PERTAIN TO THE GENERAL SCOPE OF WORK AND ARE TO BE CONSIDERED AS PERTAINING TO ALL SIMILAR CONDITIONS WHETHER SPECIFICALLY INDICATED OR NOT. IF SCOPE IS IN QUESTION, CONTACT OWNER'S REPRESENTATIVE IMMEDIATELY. 11. ALL ORIGINAL CODE REQUIRED FIRE RATED PARTITIONS, FIREPROOFING, FIRE -RATED ASSEMBLIES, ETC. DAMAGED DURING CONSTRUCTION OR IN OTHERWISE DISREPAIR SHALL BE REPAIRED AND RETURNED TO CURRENT CODE REQUIRED RATINGS. 12. CONTRACTOR SHALL PROVIDE TEMPORARY ENCLOSURES, AS REQUIRED TO SECURE BUILDING AND PROTECT FROM THE ELEMENTS. CONTRACTOR SHALL COORDINATE SEQUENCING OF INTERIOR & EXTERIOR DEMOLITION WITH FUTURE WORK TO MINIMIZE BUILDING EXPOSURE TO THE ELEMENTS. 13. WALLS, PARTITIONS, DOORS, FRAMES, AND OTHER ITEMS TO BE REMOVED ARE SHOWN DASHED. SERVICES WITHIN WALLS AND PARTITIONS SHALL ALSO BE REMOVED. EDGES OF WALLS SHOWN TO REMAIN SHALL BE SAWCUT OR CLEANLY TOOTHED TO ACCEPT NEW CONSTRUCTION. REPAIR AND PATCH EXISTING WALLS SHOWN TO REMAIN WHERE INTERSECTING WALLS, DOORS, FRAMES, ETC. ARE SHOWN TO BE REMOVED AND WHERE EXISTING CONSTRUCTION WILL NOW BE EXPOSED IN THE NEW CONSTRUCTION. EXISTING CONSTRUCTION SHOWN TO REMAIN, INCLUDING BUT NOT LIMITED TO WALLS, PARTITIONS, DOORS, FRAMES, ETC. SHALL BE PROTECTED DURING DEMOLITION. DAMAGE TO EXISTING CONSTRUCTION SHOWN TO REMAIN SHALL BE RESTORED TO MATCH PRE -DAMAGED CONDITION. ALL INFILL OR REPLACEMENT WORK SHALL MATCH EXISTING CONDITIONS IN MATERIALS, CONSTRUCTION AND FINISH, UNLESS SPECIFICALLY NOTED ELSEWHERE IN THE CONSTRUCTION DOCUMENTS. PROTECT FROM DAMAGE ALL EXISTING FINISH WORK TO REMAIN IN PLACE AND WHICH BECOMES EXPOSED DURING DEMOLITION OPERATIONS. 14. EXISTING CONCRETE FLOOR SLABS, MASONRY WALLS AND EXISTING STRUCTURAL FRAMING SYSTEMS SHOWN TO BE REMOVED SHALL BE CLEANLY SAWCUT FROM EXISTING CONSTRUCTION. ALSO COMPLETELY REMOVE FOOTINGS, FOUNDATIONS AND ABOVE GROUND AND UNDERGROUND CONSTRUCTION. 15. REMOVE ALL EXISTING MISCELLANEOUS NON -LOAD BEARING ITEMS NOT BEING RE- USED, IN THEIR ENTIRETY, THROUGHOUT TENANT SPACE ABOVE AND BELOW EXISTING CEILINGS, INCLUDING (BUT NOT LIMITED TO) PLASTER AND DRYWALL PARTITIONS, DOORS, FRAMES, SOFFITS, STUDS, FURRING, INSULATION, CEILING SUSPENSION SYSTEMS, ETC. PARTICULARLY WHERE EXISTING ITEMS WILL INTERFERE WITH THE INSTALLATION OF NEW CONSTRUCTION, OR WHERE EXISTING ITEMS WILL BE EXPOSED IN THE NEW CONSTRUCTION, UNLESS SPECIFICALLY SHOWN ELSEWHERE IN THE CONTRACT DOCUMENTS TO REMAIN. REPAIR AND PATCH ALL SURFACES TO REMAIN, WITH MATERIALS MATCHING EXISTING CONSTRUCTION. COORDINATE WITH NEW CONSTRUCTION. 16. WHERE FINISHES ARE SHOWN TO BE REMOVED FROM EXISTING CONSTRUCTION, REPAIR AND PATCH REMAINING SUBSTRATE AND PREPARE FOR NEW FINISH AS PROVIDED IN SCHEDULES OR NOTED ON DRAWINGS. 17. REMOVE ALL EXISTING PLUMBING, MECHANICAL, AND ELECTRICAL EQUIPMENT NOT BEING RE -USED, IN THEIR ENTIRETY, THROUGHOUT TENANT SPACE PARTICULARLY WHERE EXISTING ITEMS WILL INTERFERE WITH THE INSTALLATION OF NEW CONSTRUCTION, OR WHERE EXISTING ITEMS WILL BE EXPOSED IN THE NEW CONSTRUCTION, UNLESS SPECIFICALLY SHOWN ELSEWHERE IN THE CONTRACT DOCUMENTS TO REMAIN, WITH MATERIALS MATCHING EXISTING CONSTRUCTION. COORDINATE WITH NEW CONSTRUCTION. 18. ALL EXISTING SPRINKLER HEADS, DROPS AND BRANCH LINES AT LAY -IN CEILING AREA TO BE REMOVED IN ENTIRETY AND REPLACED WITH UPRIGHT HEAD SYSTEM IN OPEN STRUCTURE. ALL MAINS AND BRANCHES THAT ARE SUITABLE FOR REUSE AND LOCATED WITHIN 18" OF BOTTOM OF STRUCTURE MAY BE REUSED. ALL LINES LOCATED BELOW THAT LIMIT SHALL BE DEMOLISHED OR RAISED TO WITHIN 18" OF BOTTOM OF STRUCTURE. SPRINKLER SUBCONTRACTOR IS RESPONSIBLE FOR DESIGN AND PERMITTING OF SPRINKLER SYSTEM WITH AUTHORITY HAVING JURISDICTION. DEMO LEGEND REFER TO PLANS & ENLARGED PLANS FOR ADDITIONAL INFORMATION. r I I L------J ITEMS TO BE DEMOLISHED, U.O.N. NEW SLAB AS NECESSARY - SEE STRUCTURAL INDICATES START OF ELECTRICAL CURB Al, I IIVb IJYtIVIIVh VVIU I Y7 (V.I.F.) u- = > LD W Z� z w a O (D z x w OPENING INFILL SCALE: 3/8" = 1'-0" EXIST. REINFORCED / GROUTED LINTEL (V.I.F.) EXIST. REINFORCED / GROUTED JAMB EACH SIDE OF OPENING (V.I.F.) #5 EPDXY DOWEL INTO EXIST. GROUTED CMU (TYP.) NEW CMU INFILL #5 EPDXY DOWEL INTO EXIST. GROUTED CMU (TYP.) EXISTING SLAB EXISTING FOOTING U LLI U Q ARCHITECTURE 2948 SIDCO DR. PLANNING NASHVILLE, TN 37204 INTERIORS 615.244.8170 GRAPHICS vvvwn.mjmarch.com 9362 8TEPJ$E P. MAI $TATE OF SHIN O HANA GROWTH PARTNERS 212 WEST PADON IA RD TIMONIUM, MD 21093 PLANET FITNESS - EDMONDS 22515 HIGHWAY 99 EDMONDS, WA 98026 SNOHOMISH COUNTY J Q W U) W z O PERMIT SET 03/06/24 MJM # 23450 W 0 NO. DESCRIPTION DATE This drawing and the design shown is the property of the architect. The reproduction, copying or use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. DEMOLITION RftLAr 9h; YJ May 09 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT D100 U) z O W w W U) N > N rI fn C O E LU �I O �I LO N U) U 0 ILL I Q 0 LLI c� LO M N L U) M E U N O I..L Q Z E 0 U M m L0 co 0 CD CD F.6 F.5 F E.6 E n C B A 3.8 5, O BREAK 1zs I 3.5 EXT STORAGE 129 I RISER ��RESTROOM 127 122 CLOSET-�f__L uP — 1zs BACKROOMS STORAGE IT 124 123 BEAUTY BELL RACK FLAT ADJ. EE INCLINE B MATRIX CONNEXUS STORAGE RACK FLAT BENCH W FLAT ADJ. STRETCH & MOBILITY m INCLINEBENCH118 0 FLAT BENCH THE CT HING AREA BARBELL RACK E D • _MENS SHOWERS 116 \ ' WOMENS SHOWERS 113 • c STORAGE 128 FLOOR 1NTED MAT RACK y u 3 WOMENS LOCKERS 11z MATRIX XULT STABILITY 3-BALL RACK O� 4AN MASSAGE NING- — / 1 44 � � J FUTURE BC SPA 106 03 'HYBRID 107 El \[� O Lo] HYDRO ❑ 111 TANNING- 108 / �2 6TAN' NING / 109 i `\ OFFICE /- BEAUTY 1oz / 110 13 21 O I A EQUIPMENT PLAN SCALE: 1/8" = V-0" 2 o BACKFLOW D-BELL RACK 119 CONNEXUS BEAUTY BELL EDGE RACK I - - H INSIGNIA TOTAL GYM L J IGLUTE L - J L - L BARBELL RACK GLUTE FLAT BENCH FLAT BENCH FLAT ADJ. FLAT ADJ. INCLINE BENCH INCLINE BENCH I i i I HIP ABDUCTOR ADDUCTOR I � I BODY WEIGHT AB COASTER OPTIMA BACK STRETCH EXTENSION(tag FUNCTIONAL TRAINING DIP LEG AB WEIGHT TREE CHAIR 120 AB COMPANY TARGET ABS BENCH CONNEXUS LG I ROTATION PRONE LEG CURL TOWER ---------------- TORSO GRADUATED STACK LAPUL DOWNII l� - rrr�m TRICEP PRESS BICEP CURL VIRTUAL TRAINING — ROWERS - — — p — CYCLE I I — — — — — — — — — — — — — — — — — — — INDEPENDENT r — BICEP CURL I I II I RECEPTION 101 I CHEST PRESS I ROW REAR OVERHEAD DELTOID LEG PRESS SHOULDER PRESS I I , DUAL ADJ. PULLEY 04 LA AB W/ SEATED LEG LEG I / PULLDOWN GRADUATED CURL EXTENSION I /, TACK L— — — — — — — — — — — — — — — — — — — — L' < ' VESTIBULE � 100 x U UJ 2Z OW F = Q m N F W 5� z DECLINE AB BOARD FLAT BENCH a FLAT ADJ. INCH BARBELL RACK FBENCH FLAT ADJ. INCLINE BENCH m 0 FLAT ADJ. INCLINE BENCH FLAT BENCH FLAT ADJ. INCLINE BENCH ASSISTED CHIN BEAUTY BELL RACK I ❑ ❑ ❑ ❑ ❑ ❑ EQUIPMENT PLAN — MEZZANINE SCALE: 1/8" = V-0" EQUIPMENT NOTE 1. ALL EQUIPMENT BY OWNER. PLAN PROVIDED FOR REFERENCE & COORDINATION ONLY. CONTRACTOR TO PROVIDE BLOCKING AND POWER FOR ALL OWNER FURNISHED AND OWNER INSTALLED ITEMS. U W hIN \4 ARCHITECTURE 2948 SIDCO DR. PLANNING NASHVILLE, TN 37204 INTERIORS 615.244.8170 GRAPHICS www.mjmarch.com OWZ R _ Ft MAHM f1'ATH O WASHINGTON O HANA GROWTH PARTNERS 212 WEST PADON IA RD TIMONIUM, MD 21093 PLANET FITNESS - EDMONDS 22515 HIGHWAY 99 EDMONDS, WA 98026 SNOHOMISH COUNTY J Q W U) W z O PERMIT SET 03/06/24 MJM # 23450 W 0 NO. DESCRIPTION DATE 2 OWNER REQ. 04/24/24 UPDATES This drawing and the design shown is the property of the architect. The reproduction, copying or use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. EQUIPMENT Rft&N May 09 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT z O U) NW W W U) ARCHITECTURE PLANNING INTERIORS GRAPHICS U W 2 U ry Q 2948 SIDCO DR. NASHVILLE, TN 37204 615.244.8170 www.mjmarch.com .. r !lTFP _N FJ MAKIR VAT& O WASHINOTON O HANA GROWTH PARTNERS 212 WEST PADONIA RD TIMONIUM, MD 21093 PLANET FITNESS - EDMONDS 22515 HIGHWAY 99 EDMONDS, WA 98026 SNOHOMISH COUNTY J Q W U) H z Q H J U) z O U ry W z O PERMIT SET 03/06/24 MJM # 23450 W 0 NO. DESCRIPTION DATE 2 OWNER REQ. 04/24/24 UPDATES U) z O W This drawing and the design shown is the property of the architect. The reproduction, copying or use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. EQUIPMENT SCTR- gryn-M 0LE - AAPYN 4LX DEPARTMENT W W A001 2 U) N > N rI U) O E W n O CD I LO M N U) U o_ LL n >Q ui O E W (u 0 c� N 0 U) M E U N O ^L n N F E.6 E FBI 3.8 3.5 0 0 EXT STORAGE 129 INFILL EXISTING OPENING 0 STORAGE 128 8'-0° OG1 LO 128 BREAK RISER �RESTROOM INFILL EXISTING H 12s 1z7 122 OPENING ,27 PROVIDE (2) LAYERS 5/8" 16 122 DRYWALL FOR IMPACT CLOSET — RESISTANCE. CONFIRM 12s EXTENTS W/ OWNER 15 A211 13 1zs 14 125 BACKROOMS CONTINUE EXISTING Q121 B WALL UP FROM EXISITNG 124 MEZZANINE TO ROOF 12 DECK 7 123 STORAGE 11 A211 9 124 IT IT 121 10 A STRETCH & MOBILITY A Li 18 3 (BELOW) (ABOVE) 4 A211 2 N 1 � (ABOVE) (BELOW) A T774 in Li, A G1 MENS LOCKERS ' F1 q �A E , E1 71 D1 , >W 0 [—L* II ' O� u �� , E1 � F1 z ' E1 F2 �►�:lacic7LlY F1 IP 2 A430 6 A112 114 1 A430 i , 8 A211 6 5 FUNCTIONAL TRAINING 120 16' - 0" CLEAR E1 z F1 i EXERCISE FLOOR W 1 C E - � E1 D1 F1 E I L*> LI , u , E , G1 WOMENS LOCKERS 11z ' Ll A -- 6 6 — - — - — - — - — -- ---- --- A112 A112 A E1 , TANNING MASSAGE ' H1 105 E1 Fli I i I � - E1 A ' 106 A , FUTURE BC SPA 103 106 103 — ' E1 ' E1 E1 107 F1 1 iv A420 Q HYBRID F1 , LO 107 6 r` E1 E1 HYDRO X6> E1 111 108 3 6O A TANNING EXISTING CONCRETE TILT- 108 E1 ' WALL FIRE WALL, PER E1 F1 TABLE 721. 1(2) OF THE ' 2018 IBC, NUMBER 4-1.1, O PRESCRIPTIVE RATING 13'-0" EQUIVALENT TO 3 HOURS. 1os E1 Q CENTER A ,�, STOREFRONT/ O / Q KNEE WALL ON (A TANNING 110 F Imo/ w i COLUMN LINE J ' 1os 102 , BEAUTY OFFICE RECEPTION N VESTIBULE F1 110 102 I 1o1 5O 101 , \ 100 O ' H1 E1 E1 H1 A H olo q Li a 100 O 30' - 0" 7 1 /4" 11 0 0 0 CONSTRUCTION PLAN SCALE: 1/8" = V-0" 1 A310 81' - 3 1/8" 8' - 4 1/4" 7116 BACKFLOW v 2 „9 (ABOVE) (BELOW) A J1 01 28'-3" 12--1 CLEAR A210) 5 3 2 A210 4 1 OF 88' - 0 3/4" 0 O n W n O M CD in zt M CO CO � n CONSTRUCTION PLAN -MEZZANINE L SCALE: 1/8" = 1'-0" SLIP TRACK. SEE THIS SHEET FOR TYP. DETAILS. SEE STRUCT. FOR ATTACHMENT AT ROOF DECK 5/8" SHEATHING EACH SIDE (SEE NOTES FOR SHEATHING TYPES) UNFACED SOUND BATT INSULATION 6" METAL STUDS @ 16" O.C. 6" METAL TRACK, SECURE TO EXISTING SLAB W/ POWER ACTUATED FASTENERS AO 6" METAL STUD WALL TO DECK OP 2" SLIP TRACK. SEE DETAIL SHEETS FOR ATTACHMENT AT ROOF DECK 5/8" SHEATHING EACH SIDE (SEE NOTES FOR SHEATHING TYPES) UNFACED SOUND BATT INSULATION 3-5/8" METAL STUDS @ 16" O.C. 3-5/8" METAL TRACK, SECURE TO EXISTING SLAB W/ POWER ACTUATED FASTENERS BO 3-5/8" METAL STUD WALL TO DECK 7 1/4" 4 7/8ot 4. BRACE TO STRUCTURE `� \` BRACE TO STRUCTURE ABOVE, SEE STRUCTURAL ` ABOVE, SEE STRUCTURAL DWGS �' DWGS 5/8" SHEATHING EACH SIDE (SEE NOTES FOR SHEATHING 5/8" SHEATHING EACH SIDE TYPES) (SEE NOTES FOR SHEATHING TYPES) 6" METAL STUDS @ 16" O.C. 3-5/8" METAL STUDS @ 16" O.C. 6" METAL TRACK, SECURE TO 3-5/8" METAL TRACK, SECURE EXISTING SLAB W/ POWER TO EXISTING SLAB W/ POWER ACTUATED FASTENERS ACTUATED FASTENERS OD 6" METAL STUD WALL TO DECK O 3-5/8" METAL STUD WALL TO B.O. GYP. BD. SOFFIT D1 6" METAL STUD WALL TO 6" ABOVE CEILING E1 3-5/8" METAL STUD WALL TO 6" ABOVE CEILING 4 1/4" ` BRACE TO STRUCTURE BRACE TO STRUCTURE `� ABOVE, SEE STRUCTURAL ABOVE, SEE STRUCTURAL DWGS DWGS 5/8" SHEATHING (SEE NOTES 5/8" SHEATHING (SEE NOTES FOR SHEATHING TYPES) FOR SHEATHING TYPES) 3-5/8" METAL STUDS @ 16" O.C. = 6" METAL STUDS @ 16" O.C. METAL TRACK, SECURE TO 6" METAL TRACK, SECURE TO EXISTING SLAB W/ POWER EXISTING SLAB W/ POWER ACTUATED FASTENERS ACTUATED FASTENERS F 3-5/8" METAL STUD WALL TO DECK (GYP. BD ONE SIDE ONLY) F1 3-5/8" METAL STUD WALL TO 6" ABOVE CEILING (GYP. BD ONE SIDE ONLY) 6" METAL STUD WALL TO 6" ABOVE 3-5/8" METAL STUD WALL TO 9'-6" AFF G1 CEILING (GYP. BD ONE SIDE ONLY) F2 (GYP. BD ONE SIDE ONLY) 4 SEE TYPES GRANITE CAP W/ RADIUS 5/8" IMPACT RESISTANT CORNERS & DOUBLE SHEATHING (SEE NOTES FOR BULLNOSE EDGES SHEATHING TYPES) T.O. WALL UNFACED BATT OR RIGID 4' - 0" INSULATION IN CAVITY FOR MIN. INSULATION VALUE PER CODE 5/8" SHEATHING EACH SIDE AT EXTERIOR WALLS ONLY (SEE NOTES FOR SHEATHING METAL STUDS @ 16" O.C. TYPES) EXISTING WALL METAL STUDS @ 16" O.C. - i METAL TRACK, SECURE TO PITTCON SKB POST OR EQUAL AT EXISTING SLAB W/ POWER EACH FREESTANDING END OF ACTUATED FASTENERS WALL AND INTERMEDIATE SPANS AS RECOMMENDED BY MANUF. HO 3-5/8" METAL STUD FURRING TO DECK 3-5/8" METAL STUD FURRING TO 6" H1 ABOVE CEILING (REUSE EXISTING WALL J1 6" METAL STUD PARTIAL HEIGHT WALL IF APPLICABLE) EXISTING EXTERIOR WALL 2" SLIP TRACK. SEE DETAIL SHEETS FOR ATTACHMENT AT HEADER SEALANT @ HEADER & JAMBS, TYP 1-1/2" DRAINABLE EIFS SIDING PER MNFR RQMTS 5/8" FRT EXTERIOR SHEATHING METAL STUDS @ 16" O.C. UNFACED BATT OR RIGID INSULATION IN CAVITY FOR MIN. INSULATION VALUE PER CODE METAL TRACK, SECURE TO EXISTING SILL W/ POWER ACTUATED FASTENERS V1/2" GAP @ THRU WALL FLASHING @ SILL EXISTING EXTERIOR WALL X1 3-5/8" METAL STUD WALL INFILL W/ 1-112" EIFS WALL TYPES SCALE: 1" = 1'-1 GENERAL NOTES 1. PRIME AND PAINT ALL NEW AND EXISTING GYP. BD. WALLS, CEILINGS AND BULKHEADS. PROVIDE GYPSUM BOARD FINISH LEVELS AS FOLLOWS: A. ABOVE CEILING OR CONCEALED FROM VIEW: LEVEL 1 B. BEHIND CERAMIC TILE: LEVEL 2 C. BEHIND FRP OR WAINSCOT PANELS AND IN UTILITY/SERVICE ROOMS: LEVEL 3 D. CURVED WALLS AND WALLS RECEIVING HI -GLOSS PAINTS: LEVEL 5 E. ALL OTHER AREAS NOT NOTED ABOVE: LEVEL 4 2. ALL NEW CONCRETE SLABS AND REPAIR TRENCHES AT SLAB CUTS TO BE 4" THICK 3,000 PSI CONCRETE OVER COMPACTED STONE BASE ON 6 MIL VAPOR RETARDER. 3. CONTRACTOR TO PROVIDE ALL REQUIRED IN WALL BLOCKING FOR BOTH CONTRACTOR AND OWNER FURNISHED ITEMS, INCLUDING LOCKERS, TVs, CASEWORK, DISPLAYS AND TOILET ACCESSORIES WHETHER THOSE ITEMS ARE INSTALLED BY CONTRACTOR OR BY OWNER. COORDINATE ALL BLOCKING REQUIREMENTS FOR OWNER FURNISHED ITEMS WITH THE OWNER AND VENDORS PRIOR TO CLOSING IN WALLS. 4. VERIFY ALL PARTITION LAYOUTS AND DIMENSIONS IN FIELD PRIOR TO BEGINNING ERECTION OF PARTITIONS. NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES. 5. DO NOT SCALE DRAWINGS. IF DIMENSIONS ARE IN QUESTION OR IF THERE ARE CONFLICTS, CONTACT THE ARCHITECT FOR CLARIFICATION. 6. ALL PARTITION DIMENSIONS SHOWN ARE NOMINAL FROM FINISH FACE TO FINISH FACE U.N.O. 7. ALL NEW WALLS ARE 3-5/8" METAL STUDS @ 16" O.C. WITH 5/8" GYP. BD. BOTH SIDES U.N.O. STUD GAUGE AS RECOMMENDED BY MANUFACTURER OR 2012 SSMA TECHNICAL MANUAL FOR UNBRACED HEIGHTS AT STUD SIZE AND SPACING INDICATED AT 5 PSF LATERAL LOAD AND L/240 MAXIMUM DEFLECTION. PROVIDE SHEATHING TYPES AS FOLLOWS: • CERAMIC TILE WALLS: 1/2" TILE BACKER BOARD • WET WALLS WITHOUT TILE: 5/8" MOISTURE RESISTANT GYP. BD. • RATED WALLS: 5/8" TYPE 'X' OR FIRE CORE GYP. BD. • CURVED WALLS: (2) LAYERS 1/4" HI -FLEX GYP. BD. • CEILINGS AND SOFFITS: 1/2" STANDARD GYP. BD. • ALL OTHER WALLS: 5/8" STANDARD OR TYPE 'X' GYP. BD. 8. ALL FULL HEIGHT WALLS TO INCLUDE 2" SEISMIC SLIP -TRACK AT HEAD JOINTS WHERE CONNECTING TO ROOF DECK OR STRUCTURE ABOVE FOR DEFLECTION. DO NOT ATTACH GYP. BD. TO SLIP TRACK, SECURE TO STUDS ONLY. WALLS THAT DO NOT EXTEND TO DECK SHALL BE BRACED AS RECOMMENDED BY MANUFACTURER TO MAKE RIGID AND LIMIT DEFLECTION. 9. SEE REFLECTED CEILING PLAN FOR BULKHEAD AND SOFFIT HEIGHTS AND LOCATIONS. WALL TYPES SHOWN CONTINUE OVER BULKHEADS U.N.O. 10. PROVIDE STANDARD 5 LB ABC FIRE EXTINGUISHERS AT LOCATIONS AS DIRECTED BY THE FIRE MARSHAL. 11. ALL CONCEALED WOOD, CONCEALED WOOD BLOCKING, PLY WOOD BACKING MATERIALS, ETC. SHALL BE FIRE RETARDANT TREATED WOOD HAVING A FLAME SPREAD OF 25 OR LESS. 12. ALL FASTENERS USED WITH FIRE RETARDANT TREATED WOOD SHALL COMPLY W/ SECTION 2304.10.5.3 & 2304.10.5.4 OF THE 2018 IBC. FASTENERS SHALL BE OF HOT DIPPED ZINC -COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. 13. GC TO COORDINATE THE FRAMED OPENING AROUND THE DRINK COOLER WITH THE SELECTED PRODUCT DIMENSIONS. WALL LEGEND REFER TO ENLARGED FLOOR PLANS & INTERIOR ELEVATION SHEETS FOR WALL SIZES & SECTION TAGS EXISTING EXTERIOR WALL ASSEMBLY EXISTING 1 HOUR RATED WALL ASSEMBLY 1 HOUR RATED WALL ASSEMBLY (UL #U415) 3-5/8" METAL STUDS @ 16" O.C. W/ 5/8" GYP. BD. 6" METAL STUDS @ 16" O.C. W/ 5/8" GYP. BD. OSEE WALL TYPE DETAILS FOR ADDITIONAL INFORMATION. U w PON \4 Q ARCHITECTURE 2948 SIDCO DR. PLANNING NASHVILLE, TN 37204 INTERIORS 615.244.8170 GRAPHICS wwn.mjmarch.com a'ZA O HANA GROWTH PARTNERS 212 WEST PADON IA RD TIMONIUM, MD 21093 PLANET FITNESS - EDMONDS 22515 HIGHWAY 99 EDMONDS, WA 98026 SNOHOMISH COUNTY PERMIT SET 03/06/24 MJM # 23450 NO. DESCRIPTION DATE 2 OWNER REQ. 04/24/24 UPDATES 3 AHJ COMMENTS 05/03/24 This drawing and the design shown is the property of the architect. The reproduction, copying or use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. CONSTRUCTION Rffg6hi May 09 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A110 J Q W 0 W z W Q 0 U) z O 0 > W W W 2 NOTE: AS AN ALTERNATE TO STRAP BRACING OR BRIDGING AT TOP OF WALL, CONTRACTORS OPTION TO USE SLOTTED TRACK, DOUBLE TRACK OR POSITIVE ATTACHMENT CLIPS TO ACCOMMODATE DEFLECTION ATTACH DEFLECTION TRACK TO STRUCTURE ABOVE DEEP LEG DEFLECTION TRACK, WIDTH AND THICKNESS TO MATCH STUD GAP AMOUNT FOR VERTICAL DEFLECTION Z X Q N X /N /I DO NOT ATTACH STUDS OR SHEATHING TO DEFLECTION TRACK PLACE 1 ROW OF LATERAL BRACING WITHIN 12" OF DEFLECTION TRACK. FLAT STRAPPING EACH SIDE OR COLD ROLLED CHANNEL CENTER BRIDGING PER MANUFACTURER STANDARD DETAILS. WALL STUD, TYP. SEE PLANS FOR SIZES. ALL STUD MATERIAL THICKNESSES TO BE SIZED PER MANUF. STANDARD CHARTS OR SSMA TECHNICAL PRODUCT GUIDE FOR UNBRACED HEIGHT USING 5 LBS. LATERAL LOAD AND L/240 DEFLECTION DEFLECTION TRACK 20GA DEEP LEG CAPPING TRACK. (1)-#10-16 SCREW AT EACH FLANGE. DOUBLE TRACK OPT. 20GA DEEP LEG SLIP TRACK. NO ATTACHMENT OF TRACK TO TRACK. MIN. 18 GA RUNNER TRACK SOLID BLOCKING @ 10'-0" O.C. MAX. VERTICAL MAKE RUNNER TRACK 8" LONGER THAN STUD INSIDE SPACING. CLIP FLANGES OF TRACK 4" FROM EACH END. BEND TRACK AT CLIPPED FLANGES. BLOCKING AT 5'-4" O.C. MAX. HORIZONTAL (EVERY 4TH STUD SPACING) 1-1/4" x 20 GA. STRAPPING, SCREW TO EACH STUD FLANGE W/(1)#10-16 SCREW.(STRAPPING TO START & END ON SOLID BLOCKING) LATERAL BRACING SCREW ATTACH BOTH PARTS OF CUT FLANGE TO STUD ON EACH SIDE WITH (2) #10 -16 SCREWS. MTL. STUDS. USE (6) #10 - 16 SCREWS EQUALLY SPACED ON EACH SIDE OF BLOCKING. VERTICAL CAULK JOINT AFTER CONTROL JOINT ADJUSTING GYP. BD. 1/2", FINISHING, BEFORE I I T PAINTING. NOTE: 5/8" GYP. BD EACH SIDE 30'-0" MAX. SPACING BETWEEN ON METAL STUD CONTROL JOINTS ON A WALL PLANE. FRAMING @ 16" O.C. GYP. BD. CONTROL JOINT ARCHITECTURE PLANNING INTERIORS GRAPHICS O HANA GROWTH PARTNERS U) U W 2 U ry Q 2948 SIDCO DR. NASHVILLE, TN 37204 615.244.8170 www.mjmarch.com 212 WEST PADON IA RD TIMONIUM, MD 21093 PLANET FITNESS - EDMONDS 22515 HIGHWAY 99 EDMONDS, WA 98026 SNOHOMISH COUNTY J Q W U) H z Q F- J U) z O U W W z O PERMIT SET 03/06/24 MJM # 23450 W Q 0 NO. DESCRIPTION DATE This drawing and the design shown is the property of the architect. The reproduction, copying or use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. FRAMING & gftbtl- PART114ONS CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: 3" = 1'-0" A111 W W U) O EO z LLI UI Q O E LU I n (D O 0 I LO M CV U 0 ILL Q uS c O E W co c M O O cY) CV L U) M E U N O ^L A (f) Q z 0 4- U M m L0 00 7 0 0 0 0 J # �/� o II II II II II II T WAINSCOT PANELS W/ MIRRORS SCALE: 1/2" = 1'-0" 4 1/8" WALL CLEAT - LAG / SCREW TO STUDS. 5/8" MDF BOARD W/ BLACK LAMINATE FINISH TYP. WALL CLEAT - LAG / SCREW TO STUDS. — 8'-0" WALL PAPER / PAINT AS SCHEDULED SEE ELEVATIONS MIRRORS JOINTS AS REQUIRED. EDGE TRIM TO MATCH WALL PANELS WAINSCOT PANEL 6" VINYL COVE BASE, LAP OVER AND ADHERE TO BOTTOM EDGE OF MARLITE PANEL MDF INTERIOR SURFACES OF BOX AND WALL BEHIND LIGHTS TO BE PAINTED WHITE. I 3 1 /2", I LIGHTBOX DETAIL - 961N SCALE: 3/4" = 1'-0" *PROVIDE METALLIC FINISH WAINSCOT PANELS (INCLUDE EMBOSSED PLANET FITNESS LOGO). CONFIRM WAINSCOT MODEL/FINISH SELECTION WITH OWNER. *OUTSIDE CORNERS, INTERIOR CORNERS, 3 & TOP CAP PIECE TO BE MARLITE TRIM. A112 ---------- — --- ----- t +4 --------- o d "v I I" 2 WAINSCOT PANELS SCALE: 1/2" = V-0" E3Qi[c7LSY BUTT JOINT WITH POCKET HOLES. OPTIONAL: MITERED CORNER WITH SPLINE OR BISCUIT (SHOWN). CENTER FACE FRAME ON DIMENSIONAL LUMBER BOX. 5/8" MDF BOARD W/ BLACK LAMINATE FINISH LED LIGHT FIXTURES MOUNTED TO BACKSIDE OF FRAME - SEE ELECTRICAL I N —WALLPAPER/ PAINT WAINSCOT EDGE T AS SCHEDULED TRIM (TYP.) - SEE ELEVATIONS 5/8" GYP. BD. ON METAL STUD WALL W/ 46" WAINSCOT EDGE TRIM TO MATCH PANEL (TYP.) WALL PANELS 46"X96" WAINSCOT PANEL, LAP OVER WALLPAPER (2" MIN.) JOINTS AS REQUIRED. 6" VINYL COVE BASE, 00 LAP OVER AND ADHERE z 'l TO BOTTOM EDGE OF MARLITE PANEL o 6" VINYL COVE BASE, LAP OVER AND ADHERE TO BOTTOM EDGE OF MARLITE PANEL FLOORING AS SCHEDULED N WAINSCOT SECTION SCALE: 3" = 1'-0" ""GC TO COORDINATE LOCATION W/OWNER'S ALTER CABINET W/ BLACK PLASTIC LAMINATE, CONCEALED HINGES & LOCKS 0 4" BLACK OR BRUSHED METAL WIRE PULLS (TYP.) ALTAR DETAIL SCALE: 1" = 1'-0" ELEC. FLOOR CURB SCALE: 3" = 1'-0" 1'-3" LEGRAND OFR SERIES OVERFLOOR RACEWAY (BLACK) 20 AMP RECEPTACLES W/ COVER PLATE (BLACK) 1x1 ANGLE SURFACE MTD. TAPCON OVER RUBBER FLOOR (PAINT BLACK) RUBBER FLOORING SECURE BRACKET TO GC TO PROVIDE SOLID BLOCKING AT SOLID BLOCKING, WALL TYP. WALL MOUNTED STRETCHING MAT BRACKET STRETCHING MAT BRACKET SCALE: 1 1/2" = 1'-0" ARCHITECTURE PLANNING INTERIORS GRAPHICS 9362 STEPJ$E P. MAI $TATE OF SHIN O HANA GROWTH PARTNERS U) U W U Q 2948 SIDCO DR. NASHVILLE, TN 37204 615.244.8170 www.mjmarch.com 212 WEST PADON IA RD TIMONIUM, MD 21093 PLANET FITNESS - EDMONDS 22515 HIGHWAY 99 EDMONDS, WA 98026 SNOHOMISH COUNTY J Q W U) Z Q J Z) 0 z O U W z O \ PERMIT SET 03/06/24 MJM # 23450 W 0 NO. DESCRIPTION DATE This drawing and the design shown is the property of the architect. The reproduction, copying or use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. CONSTRUCTION S May 09 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Al 12 U) z O U) NW T 2 REFLECTED CEILING PLAN SCALE: 1/8" = 1'-0" OPEN TO STRUCTURE BACKFLOW ( F.5 1 REFLECTED CEILING PLAN - MEZZANINE SCALE: 1/8" = 1'-0" 12 GAUGE STEEL HANGER WIRE @ 48" O.C. ON MAIN TEES. OR PER MANUF. WRITTEN SPECIFICATIONS 5/8" GYP. BD. OVER METAL STUDS, SEE PLAN FOR WALL TYPE ACOUSTIC LAY -IN CEILING SYSTEM. SEE SCHEDULES FOR MANUF. AND MODEL ACT TO DRYWALL TRANSITION SCALE: 3" = V-0" 12 GAUGE STEEL HANGER WIRE @ 48" O.C. ON MAIN TEES. OR PER MANUF. WRITTEN SPECIFICATIONS 5/8" GYP. BD. OVER METAL STUDS, SEE PLAN FOR WALL TYPE '��tACOUSTIC LAY -IN CEILING SYSTEM. SEE SCHEDULES FOR MANUF. AND MODEL 4 SUSPENDED CEILING SCALE: 3" = V-0" CEILING SCHEDULE NEW MARK DESCRIPTION I MANUFACTURERI MODEL ICOMMENTS ACOUSTICAL CEILING TILE ACT-1 SUSPENDED ACOUSTICAL CEILING TILE - 24x241N ARMSTRONG OR EQUAL DUNE 1774 ANGLED TEGULAR EDGE W/ 15/16" PRELUDE XL GRID SYSTEM ACT-2 SUSPENDED ACOUSTICAL ARMSTRONG OR CERAMAGUARD FINE SQUARE TEGULAR EDGE W/ 15/16" PRELUDE XL GRID SYSTEM CEILING TILE - 24x241N - EQUAL FISSURED MOISTURE RESISTANT ACT-3 SUSPENDED ACOUSTICAL ARMSTRONG OR FINE FISSURED 1728BL SQUARE EDGE W/ 15/16" PRELUDE XL GRID SYSTEM - BLACK CEILING TILE - BLACK - 24x241N EQUAL 1011,0111 PT-1 WALL PAINT - DOVER WHITE SHERWIN PROMAR 200 ZERO VOC TO BE APPLIED AT WALLS ABOVE EYEBROW SOFFIT OR AS AN WILLIAMS INTERIOR LATEX ALTERNATIVE TO WALLCOVERING SW6385, EGG -SHELL PT-5 CEILING PAINT - TRICORN SHERWIN PROMAR 400 FLAT BLACK TO BE APPLIED AT FULL AND HALF -GEAR SOFFITS WHERE DECK IS BLACK WILLIAMS SW6258, FLAT WHITE FINISH PT-9 CEILING PAINT - PURE WHITE SHERWIN PRO INDUSTRIAL LATEX TO BE APPLIED FOR DECK AND STRUCTURE AT OR BELOW 15'-0" WILLIAMS DRYFALL ABOVE FINISH FLOOR - REQUIRED. TO BE APPLIED FOR DECK AND SW7005 STRUCTURE AT OR ABOVE 15'-0" ABOVE FINISH FLOOR - OPTIONAL TILE CT-3 CERAMIC WALL TILE - 12X12IN CREATIVE GEMSTONE GREY GROUT: BOSTIK DELOREAN GRAY H160, 3/16" THICKNESS MATERIALS CORP. STACKED BOND PATTERN WALLCOVERING WC-7 �WALLCOVERING- JUDGEMENT NORTHEAST PF9009 - FREE ZONE PATTERN COLOR, INC LASERCUT LIGHT SCHEDULE MARK DESCRIPTION MANUFACTURER I MODEL I COMMENTS L8 FEMALE SYMBOL STONE MATHER DESIGNS TPFF - L9 MALE SYMBOL STONE MATHER DESIGNS TPFM - L16 HYDRO MASSAGE STONE MATHER DESIGNS PF-HM DIMMABLE L25 MINI MASSAGE STONE MATHER DESIGNS MMV-MASSAGE DIMMABLE CEILING PLAN SYMBOLS SUSPENDED ACOUSTICAL CEILING TILES, SEE SCHEDULE FOR TYPE LOCATIONS CEILING PLAN NOTES SUSPENDED HIGH -BAY PENDANT LIGHT 1. PRIME AND PAINT ALL NEW AND EXISTING GYP. BD. WALLS, CEILINGS AND BULKHEADS. PROVIDE GYPSUM BOARD FINISH LEVELS AS FOLLOWS: • ABOVE CEILING OR CONCEALED FROM VIEW: LEVEL 1 0 RECESSED CAN LIGHT • BEHIND CERAMIC TILE: LEVEL 2 • BEHIND FRP OR WAINSCOT PANELS AND IN UTILITY/SERVICE ROOMS: LEVEL 3 RECESSED CAN LIGHT - DIMMABLE • CURVED WALLS AND WALLS RECEIVING HI -GLOSS PAINTS: LEVEL 5 • ALL OTHER AREAS NOT NOTED ABOVE: LEVEL 4 2. CONTRACTOR TO PROVIDE ALL REQUIRED IN CEILING BLOCKING FOR BOTH Oe RECESSED CAN LIGHT - WALL WASH CONTRACTOR AND OWNER FURNISHED ITEMS. COORDINATE ALL BLOCKING REQUIREMENTS FOR OWNER FURNISHED ITEMS WITH THE OWNER AND VENDORS PRIOR TO CLOSING IN CEILINGS OR BULKHEADS. ® PLANET FITNESS BRANDED 3. VERIFY ALL PARTITION LAYOUTS AND DIMENSIONS IN FIELD PRIOR TO WALL SCONCE - STANDARD BEGINNING ERECTION OF PARTITIONS. NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES. 0 PLANET FITNESS BRANDED 4. DO NOT SCALE DRAWINGS. IF DIMENSIONS ARE IN QUESTION OR IF THERE WALL SCONCE - MINI ARE CONFLICTS, CONTACT THE ARCHITECT FOR CLARIFICATION. 5. WALL PARTITION TYPES CONTINUE AT BULKHEADS AND SOFFITS OVER 2 DOORS, WINDOWS AND OTHER OPENINGS. 6. REFER TO SEISMIC INSTALLATIONS (IF APPLICABLE). 7. PROVIDE PLENUM RATED MATERIALS IN ALL AREAS OF LAY -IN CEILINGS W/ PLENUM RETURNS. SEE MECH. FOR LOCATIONS 6FT DIA. LED CIRCULAR PENDANT A.V. EQUIPMENT SYMBOLS WALL MOUNTED TV BY VENDOR. COORDINATE BLOCKING REQUIREMENTS AND ELECTRICAL/ LOW VOLTAGE CABLING & INSTALLATION REQUIREMENTS WITH VENDOR. SEE ELEC. FOR ADDITIONAL INFORMATION. SEE INTERIOR ELEVATION FOR SIZE & MOUNTING HEIGHTS. CLUB-COM TV INDICATED WITH DASHED ARC - COORDINATE FINAL LOCATION W/ OWNER. TRUSS MOUNTED TV BY VENDOR. COORDINATE BLOCKING REQUIREMENTS & ELECTRICAL/ LOW VOLTAGE CABLING AND INSTALLATION REQUIREMENTS WITH VENDOR. SEE ELEC. FOR ADDITIONAL INFORMATION. SEE INTERIOR ELEVATION FOR SIZE & MOUNTING HEIGHTS. CLUB-COM TV INDICATED WITH DASHED ARC - COORDINATE FINAL LOCATION W/ OWNER. 10' SECTION OF T.V. MOUNTING TRUSS, PROVIDED AND INSTALLED BY VENDOR. SUSPEND FROM STRUCTURE ABOVE VENDOR TO PROVIDE MISC. UNISTRUT SUPPORTS BETWEEN JOISTS WHERE REQUIRED AND GUY -WIRES AS NECESSARY FOR COMPLETE INSTALLATION. SEE SHEET A503 FOR ADDITIONAL INFO. SEE INTERIOR ELEVATION FOR MOUNTING HEIGHTS FLUORESCENT FIXTURE III CONCENTRIC DIFFUSER CEILING FAN - 16' BIG ASS FAN (MODEL: ' HAIKU 84") CONTRACTOR TO VERIFY VOLTAGE & PHASING W/ PANEL SCHEDULE. POWERFOIL X LED PLUS HYBRID AIRFOIL ` W/ QUIET MODE & ONBOARD VSD. MOUNT 12'-0" A.F.F. PROVIDE SUPPORT FRAMING BETWEEN JOISTS PER MANUF. STANDARD DETAILS. BIG ASS FAN NOTES: 1. VERIFY EXTENSION TUBE LENGTH AND MOUNTING BRACKET WITH MFR. PRIOR TO ORDERING. 2. SUPPLY WITH WALL MOUNTED CONTROL PAD FULLY INTEGRATED WITH THE ONBOARD CONTROL. 3. SUPPLY WITH FACTORY INSTALLATION AND COORESPONDING 10 YEAR, NON -PRORATED PARTS WARRANTYAND 1 YEAR FULL LABOR. 4. SUPPLY WITH PLANET FITNESS APPEARANCE PACKAGE. CONTACT BIG ASS FANS FOR PRICING INFORMATION AND FACTORY INSTALLATION SCOPE OF WORK. ARCHITECTURE PLANNING INTERIORS GRAPHICS U) U W U Q 2948 SIDCO DR. NASHVILLE, TN 37204 615.244.8170 www.mjmarch.com OW2 R - !I MV F1 MAHER 8TATB O WASKINOTON O HANA GROWTH PARTNERS 212 WEST PADON IA RD TIMONIUM, MD 21093 PLANET FITNESS - EDMONDS 22515 HIGHWAY 99 EDMONDS, WA 98026 SNOHOMISH COUNTY J Q W U) W z O PERMIT SET 03/06/24 MJM # 23450 W Q 0 NO. DESCRIPTION DATE 2 OWNER REQ. 04/24/24 UPDATES U) z O U) W This drawing and the design shown is the property of the architect. The reproduction, copying or use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. REFLECTED CECjEPLAN May 09 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT W W Al 20 X: U) V U) U W 2 U// GWB GWB 0� 8' _ 4" T _ 4" PT-1 PT-1 ARCHITECTURE 2948 SIDCO DR. PLANNING NASHVILLE, TN 37204 INTERIORS 615.244.8170 GRAPHICS www.mjmarch.com 6" 4' - 0" 6" 'I'm 6" (o I RECESSED CAN LIGHT - SEE ELEC. +� N V O II II 0362 R - I r` 0 (V lITEN 4 MANlaR J j I O O 9 EQ500 " M •� a WASKIWTON PT-1 o W GWB U) N D M co C4 EQ504 SUSPENDED i DECORATIVE LIGHTS - SEE ELEC. z Q ENLARGED RCP - RECEPTION DESK ~ J _ SCALE: 3/8" = V-0" U) z O U 2 1 3 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 < ELECTRICAL METAL TUBING (EMT): !. 0 0 + o o 1 q C° EMT TIGHT TO UNDERSIDE OF STRUCTURE ABOVE SIZE (DIA) LENGTH (MAX. HT.) C0 3/4" 5-2" 0 0 0 0 0 0 0 0 0 0 0-1" U-6" 1-1/4" 8'-6" 0 1-1/2" 9'-6" 0 0 0 0 0 0 0 0 0 0 o i:, VERTICAL COMPRESSION STRUT 2" 12' -6" 90° (EMT OVER 12 GA VERTICAL 2-1/2" 16-6" TYP 0 0 0 0 0 o HANGER WIRE SECURED TO 3" 20'-0" STRUCTURE) REQUIRED AT EACH * NOTE: STRUTS, OTHER THAN LATERAL LAYOUT TRANSVERSE LAYOUT O HANA SEISMIC RESTRAINT. PROVIDE AT SHOWN WILL REQUIRE 0 0 0 0 0 0 0 0 0 12'-0" OC EACH WAY AND WITHIN ENGINEERING CALCULATIONS. GROWTH U-0" OF EACH WALL 0 0 0 0 0 0 0 6" (TYP.) - 2" (TYP.) EMT WITH INSIDE DIA. (4)-12 GA SPLAY WIRES (2) ADDITIONAL HANGERS (2) HANGER WIRES AT NOTES PARTNERS O MIN. CLEAR EQUAL TO OUTSIDE ATTACHED TO MAIN NOTES: AT 4-WAY TRANSVERSE LATERAL BRACE LOCATIONS - 6'-0" (MAX.) 12'-0" (TYP.) CLOSURE ANGLE DIA. OF STRUT, NOTCH RUNNER- SPLAYED 90° LOCATIONS - SEE NOTES SEE NOTES VERTICAL HANGER, TYP. 1. SEISMIC BRACING IS REQUIRED WHERE MAIN OR CROSS OVER MAIN RUNNER FROM EACH OTHER @ 45° 1. SECURE SPLAY AND HANGER WIRES SUSPENDED ITEM MAY COME INTO CONTACT W NOTES RUNNER MAX FROM CEILING PLATE TO STRUCTURAL MEMBERS W/ MIN. 3 WITH ANOTHER OBJECT AT A 45° SWING. 212 WEST PADON IA RD. z TURNS OF THE WIRE ONTO ITSELF 1. MAIN SUPPORTS: 12 GA HANGER WIRES @ 4'-0" O.C. EACH WAY 7. EXCEPT WHERE RIGID BRACES ARE USED TO LIMIT LATERAL a WITHIN 3" OF ATTACHMENT. 2. ALL HANGER WIRES TO BE MIN. 12GA. TIMONIUM MD 21093 DEFLECTIONS, PENETRATIONS SHALL HAVE A 2" OVERSIZED RING, Q � ¢Sa GALVANIZED PRE -STRETCHED CARBON STEEL 2. PERIMETER WIRES: 12 GA PERIMETER WIRES INSTALLED WITHIN SLEEVE OR ADAPTER THROUGH THE CEILING TILE TO ALLOW FREE DRILL 5/32" HOLE FOR 1/8" z 2. PROVIDE 12 GA VERTICAL HANGER WIRE. FEED THROUGH EYEHOOKS / O 6" OF WALL AT EACH MAIN / CROSS TEE TO WALL JUNCTURE. MOVEMENT OF AT LEAST 1" IN ALL HORIZONTAL DIRECTIONS. BOLT & LOCK NUT AFTER g WIRE AT 4'-0" O.C. EACH WAY ATTACHED �, \ BRACKETS AND CRIMP EACH END. CEILING IS LEVELED TO MAIN RUNNER. rno o 0 3. SEISMIC SPLAY WIRES: 12 GA WIRES SPLAYED IN FOUR 8. SUSPENDED CEILING SHALL BE SUBJECT TO PERIODIC SPECIAL Z (4) HANGERS AT EACH ° 3. PROVIDE TRANSVERSE (4-WAY) BRACING WITHIN 4'-0" OF EACH END OF FIXTURE AND DIRECTIONS, 90 DEGREES APART, PARALLEL TO CROSS / MAIN INSPECTION REQUIREMENTS. THE INSPECTION ENTAILS / 3. PROVIDE 12 GA HANGER WIRES AT 5/16" MIN. EYE BOLT � SUSPENDED ITEM FOR X Z 40'-0" O.C. MAX. SPACING. RUNNERS, 45 DEGREES FROM HORIZONTAL, 12'-0" O.C. BEGINNING MANUFACTURER CERTIFICATION OF COMPONENT PERFORMANCE k/� LIGHT FIXTURES AND DIFFUSERS, WHERE REQUIRED ( ) TRANSVERSE BRACING 6'-0" FROM CORNER OF CEILING. AND PERIODIC INSPECTION OF THE SUSPENDED CEILING SYSTEM a / SPEAKERS, ETC. 4. PROVIDE LATERAL (2-WAY) BRACING AT 4. COMPRESSION STRUT: COMPRESSION STRUT INSTALLED AT ANCHORAGE SYSTEM. j' — f — 4. PROVIDE REQUIRED SUPPORT, CLIPS FIXTURE SUPPORT 20'-0" O.C. MAX SPACING. CENTER OF SEISMIC SPLAY WIRE, SEE DETAIL. 9. FOR CEILING AREAS EXCEEDING 1000 SF, HORIZONTAL AND CLEARANCES AT DIFFUSERS, SPEAKERS, SPRINKLER HEADS, ETC. IN VERTICAL HANGER, TYP. HANGER, TYP. 5. ATTACH CABLE TO TOP FLANGE OF BEAM RESTRAINT OF THE CEILING TO THE STRUCTURAL SYSTEM SHALL LAY -IN CEILINGS. WITH CLIPS. WHERE BEAM IS NOT 5. PERIMETER CLOSURE ANGLE SHALL BE 2" MIN. IN WIDTH IN EACH BE PROVIDED. ACCESSIBLE, ATTACH TO DECK W/ X-CW ORTHOGONAL DIRECTION, ONE END OF CEILING GRID SHALL BE ATTACHED TO THE CLOSURE ANGLE, THE OTHER END IN EACH 10. FOR CEILING AREAS EXCEEDING 2500 SF, A SEISMIC �' s 5. SPLAY BRACING AND COMPRESSION LIGHT FIXTURE, CEILING WIRE ASSEMBLY OR EQUAL. . DIRECTION SHALL HAVE MIN. 3/4" CLEARANCE FROM WALL AND SEPARATION JOINT OR FULL HEIGHT PARTITION THAT BREAKS THE —MAIN RUNNER STRUTS NOT REQUIRED WHERE TYP. 6. WHERE FIXTURE OR SUPPORT (UNISTRUT, REST UPON THE CLOSURE ANGLE FREE TO SLIDE. INSTALL PER CEILING UP INTO AREAS NOT EXCEEDING 2500 SF SHALL BE PERIMETER WALLS ARE TO DECK AND TRACK LIGHT OR ETC.) IS SLOTTED OR INCLUDES PREFAB. MANUFACTURER'S INSTRUCTIONS AND ICC-ESR REPORT PROVIDED UNLESS STRUCTURAL ANALYSIS ARE PERFORMED OF CROSS TEE CEILING IS LESS THAN 144 S.F. IN AREA. SIGN / FIXTURE SUPPORT MOUNTING BRACKETS OR TABS, BRACING INFORMATION. THE CEILING BRACING SYSTEM FOR THE PRESCRIBED SEISMIC MAY BE ATTACHED DIRECTLY TO FIXTURE / FORCES THAT DEMONSTRATE CEILING SYSTEM PENETRATIONS 2"MAX SUPPORT. 6. ALL GRID SYSTEMS SHALL BE HEAVY DUTY PER MANUFACTURER AND CLOSURE ANGLES PROVIDE SUFFICIENT CLEARANCE TO PLANET SPECIFICATIONS TO MEET LOCAL AND STATE SEISMIC ACCOMMODATE THE ANTICIPATED LATERAL DISPLACEMENT. REQUIREMENTS. LINEAR FIXTURE/HANGER SINGLE HUNG FIXTURE FITNESS - SUSPENDED CEILING DETAIL COMPRESSION STRUT CEILING DETAIL OPEN CEILING AREA SEISMIC BRACING EDMONDS ::]--LE: z J SCALE: 3/4" = V-0" I� SCALE: 3" = V-0" 1/8" = V-" 0 O 22515 HIGHWAY 99 Q EDMONDS, WA 98026 U O SNOHOMISH COUNTY J PERMIT SET W 0 3/0 6/2 4 MJM # 23450 0 STRUCTURE NO. DESCRIPTION DATE ABOVE OBSTRUCTION OUTSIDE OF II 2 OWNER REQ. 04/24/24 45° ECLIPTIC, NO BRACING • MAX 1:6 OUT OF PLANE REQUIRED. II 1 WITHOUT COUNTER UPDATES SLOPING WIRES Ijl 6 #12 HANGER WIRE ANCHORED TO STRUCTURE ABOVE B.O. SOFFIT z 8'-4" O VERTICAL HANGER, TYP NOTE: IN EACH ROOM OR AREA TO RECEIVE LAY -IN CEILING, GRID SHALL BE RESTRAINED ON 0 OBSTRUCTION INSIDE OF 45° ECLIPTIC, ENTRANCE WALL AND ONE 5/8" GYP. BD. ON LATERAL AND/OR SEISMIC BRACING NOTES ADJACENT WALL. GRID AT 3-5/8" MTL STUD > TRANSVERSE g" OPPOSITE WALLS TO BE FREE. FRAMING FOR BRACING REQUIRED. 1. WHERE SWAY IS OBSTRUCTED, SEE MAX. BULKHEAD / SOFFIT W DETAILS FOR LATERAL AND \ FACE OF WALL TRANSVERSE BRACING — B.O. HEADER \� SUSPENDED FIXTURE/ REQUIREMENTS FOR SUSPENDED CLIP ANGLE AND ATTACHMENT 7' -4" OBJECT, TYP. FIXTURES. AT RESTRAINED SIDES ONLY ol 4" v MIN. This drawing and the design shown is the property of the METAL CORNER architect. The reproduction, copying or use of this drawing without their written consent is prohibited and any O O BEAD, TYP. infringement will be subject to legal action. 45° 45° MAIN OR CROSS TEE BEVERAGE E I L I N C G LIOLER TO PERIMETER WALL ANGLE ALIGN WITH R9§69-S 3/4" FASTENED TO WALL FACE OF WALL May 09 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 6 SWAY BRACING AT OPEN CEILINGS 7 PERIMETER ANGLE DETAIL 8 SECTION BEVERAGE COOLER W SCALE: 3/32" = 1'-0" SCALE: 3" = V-0" SCALE: 1 1/2" = 1'-0" Al 21 M U) U W RIGGING AND ASSAY NOTES: ITEM NO. PART NUMBER DESCRIPTION QTY. GENERAL NOTES: ITEM NO. PART NUMBER DESCRIPTION QTY. GENERAL NOTES: ITEM NO. PART NUMBER DESCRIPTION QTY. 1 VT-1OT-6OO-UD-FMTP MACHINED BODY 1 1 HORIZONTAL TRUSS COLUMN VENOTTTO$XCE0DM3M ORMEQUALH X 1 CORLUIMNL TRUSS LENGTHV VNOT TO EXCEED 32MMOR EQUAL X 1) BALANCING TRUSS PICK MAY BE PLACED ANYWHERE ALONG THE TOP CHORD OF THE TRUSS 2 Vr-1OT-60o-UD-FMTP_ MACHINED CLAMP 1 1) INSTALLER MUST VERIFY THAT CONNECTIONS ARE TIGHTENED WITHIN SPECIFICATION AND ALL z FACE N MOUNT ESP N-FM-UNI-VriO (VESA SIZE) ) INSTALLER MUST VERIFY THAT ALL CONNECTIONS ARE TIGHTENED WITHIN SPECIFICATION AND ALL LOAD BEARING 2 FACE 90 CORNER VERSATRUSS 3902W OR EQUAL x WHERE IT DOES NOT INTERFERE WITH A WEB CLAMP \4 3: OVERHEAD LOAD BEARING ANCHORS AND SUPPORTING STRUCTURES HAVE BEEN CERTIFIED TO No SUBSTITUTION X ANCHORS HAVE BEEN PREVIOUSLY CERTIFIED TO BE ADEQUATE BY A PROFESSIONAL ENGINEER LICENSED IN THE HORIZONTAL TRUSS VERSATRUSS 200MMX50MM 3 .312 CHAIN LINK/CABLE CHAIN LINK OR APPROVED 1 PON U BE ADEQUATE BY A PROFESSIONAL ENGINEER LICENSED IN THE LOCALITY OF THE 3 FACE MOUNT TRUSS PICK ESP Vr-1OT-600-FMTP X LOCALITY OF THE INSTALLATION. 3 MEMBER LENGTH NOT To EXCEED 3M OR EQUAL X TERMINATION CABLE CONNECTION No SUBSTITUTION 2) TRUSS PICK SHALL NOT BE USED TO LATERALLY STABILIZE SUSPENDED LOADS AND 4 91z74A18o 1 INSTALLATION AND INSTALLED CORRECTLY TO SUPPORT A MINIMUM OF 325 PER 4 FACE T VERSATRUSS 3T3WH OR DUAL x /4-20 x 1-3/8 SILOS ALLOY PLATED 1 N 4 SUPPORT CHAIN/CABLE GRADE 3a CLEAR ZINC PLATED PROOF CHAIN PER X 5 TRUSS PICK ESP-Vi10-600 NO SUBSTITUTION SHALL ONLY BE LOADED AS SHOWN L.L CONNECTION WITH S.F.5 ASTM M13 OR APPROVED CABLE CONNECTION 2) IF THE INSTALLATION IS IN AN AREA WITH SEISMIC ACTIVITY AND LATERAL CONNECTIONS AREA REQUIRED 5 91270172 1/4-20 X 1 SHCS ALLOY PLATED 7 FACE TV MOUNT ESP N-FM-UNI-Vr10-(VESA SIZE) X 1 s CHORD INSERT VERSATRUSS INSERT x VT-10T-600-UD OR VT-10T-600 TRUSS PICK MUST BE PLACED BETWEEN THE WEB TUBES ON THE No SUBSTITUTION 3) USE OF THIS TRUSS PICK MAY RESULT IN DERATING OF THE SUPPORTED TRUSS MAX. POINT 1 1Q 2) IF THE INSTALLATION IS IN AN AREA WITH SEISMIC ACTIVITY AND LATERAL CONNECTIONS ARE 6 OPTIONAL LATERAL TRUSS ESP-Vrio-600 X CHORDS TO ASSURE SLIP CRITICAL CONNECTION AND MAXIMUM LATERAL CAPACITY ARE ACHIEVED. THE 8 COLUMN BASE ESP 20OT-PTB NO SUBSTITUTION X s 98306A918 3/8x1.25 ALLOY STEEL CLEVIS PIN 1 No suesTlrurloN LOAD AS WELL AS THE UNIFORM DISTRIBUTED LOAD w RESTRAINT REQUIRED VT-LOT-600-UD OR Vi-LOT-600 TRUSS PICK MUST BE PLACED BETWEEN THE FREQUENCY AND LAY ANGLES OF LATERAL CONNECTIONS MUST BE DETERMINED BY A PROFESSIONAL 9 CHORD INSERT VERSATRUSS INSERT x WEB TUBES ON THE CHORDS TO ASSURE SLIP CRITICAL CONNECTION AND MAXIMUM LATERAL ENGINEER LICENSED IN LOCALITY OF THE INSTALLATION. 10 818.2.3.1M - Hex cap M1oX1.5X7OMM HEX CAP SCREW X 3 ARCHITECTURE 2948 SIDCO DR. CAPACITY ARE ACHIEVED. THE FREQUENCY AND LAY ANGLES OF LATERAL CONNECTIONS screw, M10 x 1.5 x 70 4) DIFFERENT LOAD PATH CONFIGURATIONS AVAILABLE (CONSULT THE FACTORY) 1 NASHVILLE, TN 37204 PLANNING MUST BE DETERMINED BY A PROFESSIONAL ENGINEER LICENSED IN THE LOCALITY OF THE 818.22M - Plain washer, 5) STANDARD BODY MATERIAL (BARE 6061-TES ALUMINUM WITH PLATED STEEL FASTENERS AND 4 615.244.8170 INSTALLATION. / CONTINUE STRUCTURE PATTERN TERMINATE MAXIMUM UDL 65 F-F UNSUPPORTED SPAN 11 AN MM, Regular 5 N PAIN WASHER x HARDWARE) ANODIZED FINISHES AVAILABLE (CONSULT THE FACTORY) 2 INTERIORS vvvvvv.mjmarch.com WITH FACE CORNER AND VERTICAL COLUMN #/ ( ) i2 AM-M10-N M1ax1s NYLON INSERT LocKNUT x 1 5 GRAPHICS (ANY COMBINATION OF N, MOUNT, AND SERVICES) 6 MAXIMUM UNSUPPORTED SPAN 3M 9 0 1 21.65 118.11 16.75 1 3000 OPTIONAL LATERAL OPTIONAL LATERAL TENSION CONNECTION PATTERN CONTINUES OR TERMINATES CONNECTION V'/ 6 OPTIONAL LATERAL TENSION CONNECTION 5 �N 3 e e 1 • • e Ln tt B 5 � o OPTIONAL LATERAL CONNECTION PATTERN CONTINUES OR TERMINATES O 9362 5/16 PROOF CHAIN OR tit MAXIMUM UDL 65#/FT (UNSUPPORTED SPAN) (ANY COMBINATION OF 1V, MOUNT, AND SERVICES) APPROVED CABLE CONNECTION o IJ!iSHINGTON SUITABLE FOR 3/8 PIN 8TEP?�R MAXIMUM UNSUPPORTED SPAN 3M MAXIMUM POINT 35"TRUSS PICKS MAY BE PLACED ANYWHERE ON THE SPAN AND TERMINATE THE END OF SPAN LOAD 100# 1 0 600# MAX SAFE LOAD6TATEOF CD �' ® THIS INCLUDED ANGLE J Yx\ rNj N EITHER BALANCE HOLE TORQUE 1/4-20 SHCS 25-30 IN -LB (2X) Q MAXIMUM VERTICAL LOAD PER CONNECTION 325# u 1 1 8.1 1 [3000.00] OVERHEAD ATTACHMENT BY OTHERS, SEE ____ ______ ___ 02.00 OR 50MM TRUSS W VT-10T-600-FMTP LOADING AND RIGGING TRUSS --------------------------------------------------------------------------- - - --- ------------------------- --- ' �' �'� ® CHORD PICK RIGGING FOR CONNECTION DETAILS '----------------------------------------------------------------------- U) 1 0 �2-0J 1.0.M,��p OVER 55# TV UNDER 65# VERTICAL LOADING G g5 3.13 PICK POINT TV PICK POINT o LCONNECTION TO FLOOR BY OTHERS WITH 1 11 O 3 1/2" ANCHORS THRU 9/16" HOLES SAFETY NOTES e e e 10 12 � BOTH MAX POINT LOAD AND UNIFORM DISTRIBUTED LOAD RATINGS OF THE DETAIL A O - �IIp,• SUSPENDED TRUSS MAY BE DERATED AS A •O O MedfaPR TYPICAL CHORD CONNECTION RESULT OF SINGLE TOP CHORD LOADING. SCALE 1:5 TYPICAL CHORD HARDWARE TORQUE CHECK WITH YOUR TRUSS MANUFACTURER O 1 ESP-KNX ENGINEERED SYSTEMS ESP-KNX ENGINEERED SYSTEMS DISTRIBUTORS FOR PLANET FITNESS CONNECTION TO 16 LBS-FT DISTRIBUTORS FOR PLANET FITNESS FRANCHISEES FRANCHISEES 11 Copyright Entertainment Structural Products 2015 a Copyright Entertainment Structural Products 2015 9��Lag 2 UNLESS OTHERWISE SPECIFIED: ® °® ® °® UNLESS OTHERWISE SPECIFIED: UNLESS OTHERWISE SPECIFIED: DIMENSIONS PRE IN INCHES (856) 725-6175 DIMENSIONS ARE IN INCHES (866) 725-6176 DIMENSIONS ARE IN INCHES (856) 725-6176 TOLERANCES: 602 FRONT ST. E$SINGTON, PA 19029 ®° ®° TOLERANCES' 602 FRONT ST. ESSINGTON, PA 19029 TOLEANCEs: 602 FRONT ST. ESSINGTON, PA 19029 FRACTIONAL 2 1/32 FRACTIONAL } 1/32 FRACTIONAL } 1/32 MAXIMUM POINT ANGULAR: MACH 2.25 BEND !.5 TITLE: ANGULAR: ANGUW: MACH 3.25 BEND 2.5 T /N Two PLACE DECIMAL 2.01 TWo PLACE MACH 2.25 BEND 2.5 TITLE: TITLE: Vi-1 oT-600-FTMP LOADING DECIMAL 1.01 TWO PLACE DECIMAL 1.01 LOAD 100# THREE PLACE DECIMAL }.005 FACE MOUNT OVERHEAD SYSTEM THREE PLACE DECIMAL Loos FLOOR COLUMN MOUNT SYSTEM THREE PLACE DECIMAL }.005 AND RIGGING FOR UNBALANCED PROPRIETARY AND CONFIDENTIAL INTERPRET GEOMETRIC PROPRIETARY AND CONFIDENTIAL INTERPRET GEOMETRIC PROPRIETARY AND CONFIDENTIAL INTERPRET GEOMETRIC SINGLE VERTICAL FACE RIGGING TOLERANCING PER TOLERANCING PER TOLERANCING PER 7 THE INFORMATION CONTAINED IN THIS COMMENTS: THE INFORMATION CONTAINED IN THIS COMMENTS: THE INFORMATION CONTAINED IN THIS COMMENTS: L DRAWING IS THE SOLE PROPERTY OF MATERIAL SIZE DWG. NO. REV DRAWING IS THE SOLE PROPERTY of MATERIAL SIZE DWG. NO. REV DRAWING IS THE SOLE RALPROPERTYROD OF MATERIAL SIZE DWG. N0. REV ENTERTAINMENT STRUCTURAL PRODUCTS. ENTERTAINMENT STRUCTURAL PRODUCTS ENTERTAINMENT STRUCTURAL PRODUCTS. AS NOTED ANY REPRODUCTION w PART OR Asa N MOUNT METHODS ANr REPRODUCTION IN PART OR as A N MOUNT METHODS ANr REPRaoucTlaN IN PART As A Vr-LOT-600-FMTP_LOADING AND FINISH D FINISH D FINISH D WHOLE wnTlour THE WRITTEN PERMISSON ASSEMBLY DRAWING B wHDLE wlTUour THE WRITTEN PERMIssION ASSEMBLY DRAWING B wxoLE wlTHouT THE wRrnEN PERMIssION RIGGING_RevB_02052015 B OF ENTERTAINMENT STRUCTURAL OF ENTERTAINMENT STRUCTURAL OF ENTERTAINMENT STRUCTURAL AS NOTED PRODUCTS Is PROHIartrD. SCALE: 1:20 WEIGHT: SHEET 2 OF 3 PRooucTs Is PROHIBITED. SCALE: 1:20 WEIGHT: SHEET 1 of 3 PRooucTs Is PROHIBITED. SCALE: 1:4 WEIGHT: SHEET 1 of 1 J TV TRUSS CONFIGURATION - FACE MOUNT OVERHEAD SYSTEM TV TRUSS CONFIGURATION - FLOOR COLUMN MOUNT SYSTEM TV TRUSS CONFIGURATION - LOADING & RIGGING U) 1 n � U) SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. z O U GENERAL NOTES: TEN No. PART NUMBER DESCRIPTION QTY. GENERAL NOTES: LIFT CHAIN OR RATED AIRCRAFT CABLE EYE OR CABLE LOOP ASSEMBLY Vr-1OT-600-UD_ MACHINED BODY 1 GENERAL NOTES: ITEM NO. PART NUMBER DESCRIPTION QTY. 1 VERSATRUSS BODY SUITABLE FORUSE WITH 3/8" CLEVIS PIN CONNECTION. 1 HORIZONTAL TRUSS VERSATRUSS 200MMX5OMM x MATERIAL: 6061-T6 ALUMINUM 2 VT-1OT-60o-UD_ MACHINED CLAMP 2 1) LOADS: LOAD RATINGS ARE GIVEN FOR THE CONFIGURATIONS SHOWN. OTHER CONFIGURATIONS AND CABLE TERMINATION MUST NOT INTERFERE WITH CLEARANCE POCKET OR LENGTH TO EXCEED 3M OR EQUAL CLAMP VERSATRUSS ORIENTATIONS MUST NOT BE USED WITHOUT CONSULTING THE MANUFACTURER AND OBTAINING 1) INSTALLER MUST VERIFY THAT CONNECTIONS ARE TIGHTENED WITHIN SPECIFICATION AND ALL 2 WEB CLEARANCE TRUSS PICK ESP VT-10T-600-uD FINISH: NONE OR TYPE 2 CLASS 2 ANODIZE 2 WRITTEN USE INSTRUCTIONS. FAILURE MIGHT RESULT FROM OVERLOADING CONDITIONS. CABLE FAILURE MAY RESULT x 3 Hx-sllcs o.2s-2ox1sxl-N 1/4-zo x 1s ALLOY sllcs OVERHEAD LOAD BEARING ANCHORS AND SUPPORTING STRUCTURES HAVE BEEN CERTIFIED No suesTlTurloN BY OTHERS TO BE ADEQUATE BY A PROFESSIONAL ENGINEER LICENSED IN THE LOCALITY OF THE 3 SUPPORT CHAIN/CABLE GRADE 30 CLEAR ZINC PLATED PROOF CHAIN PER PER CUSTOMER COLOR SPECIFICATION 4 HX-SHCS 0.25-20xlxl-N 1/4-20 X 1 ALLOY SHCS 2 ASTM A413 OR APPROVED CABLE CONNECTION X �+ 2) CONNECTIONS: ALL CONNECTIONS AND TENSION MEMBERS USED IN CONJUNCTION WITH THIS INSTALLATION AND INSTALLED CORRECTLY TO SUPPORT A MINIMUM OF 325# PER 4 UNDERSLUNG N MOUNT ESP-Vr-10T-200N X DEVICE MUST BE RATED FOR OVERHEAD USE WITH A MINIMUM S.F. 5 RATING. CONNECTION WITH S.F.5 5 CHORD INSERT VERSATRUSS INSERT X 3) CONSULT YOUR BUILDING ENGINEERS FOR SEISMIC RATED OVERHEAD APPLICATIONS AND 2) IF THE INSTALLATION IS IN AN AREA WITH SEISMIC ACTIVITY AND LATERAL CONNECTIONS ARE APPROVALS AS THE RATINGS ON THIS DEVICE MAY BE MUCH GREATER THAN THE ALLOWABLE REQUIRED VT-10T-600-UD OR VT-10T-600 TRUSS PICK MUST BE PLACED BETWEEN THE LOADS ON THE TRUSS ITSELF. "ADDITIONAL SEISMIC LOADING HARDWARE OPTIONAL. 2400LB MAX WEB TUBES ON THE CHORDS TO ASSURE SLIP CRITICAL CONNECTION AND MAXIMUM LATERAL CAPACITY ARE ACHIEVED. THE FREQUENCY AND LAY ANGLES OF LATERAL CONNECTIONS PNV� 4) BODY AND CLAMP MATERIAL: 6061-TES ALUMINUM MUST BE DETERMINED BY A PROFESSIONAL ENGINEER LICENSED IN THE LOCALITY OF THE AT IQ, �o. INSTALLATION. N°INQUO 5) THREADED FASTENERS: ZINC PLATED STEEL 0 6) CLEVIS PINS: ZINC PLATED STEEL ° �SNIFE 3 LIFT CHAIN OR RATED AIRCRAFT CABLE EYE OR CABLE Nq 2 LOOP ASSEMBLY SUITABLE FOR USE WITH 3/8" 500LB MAX CLEVISPIN CONNECTION. CABLE TERMINATION MUST NOT INTERFERE WITH 2400LB MAX OPTIONAL LATERAL PATTERN CONTINUES OR TERMINATES CONNECTION 6 500LB MAX CLEARANCE POCKET OR CABLE FAILURE MAY RESULT ° R n 30° BY OTHERS �> > 5 HANA CZ) ___ - - - _-- 0 4 MAX 3/8" CLEVIS PIN W/ o e eo --- SPRING SECURED GROWTH REATINER ° 2 6 / OPTIONAL LATERAL CONNECTION PATTERN CONTINUES OR TERMINATES- PARTNERS 3/8" FORGED STEEL OVAL NUT EYE WITH 3/8-16 B-7 STEEL STUD FOR ® USE WITH LATERAL SEISMIC RIGGING MAYBE BE INSTALLED IN ANY W UNUSED CROSS HOLE 1.75 1.75 MAXIMUM UDL 65#/FT (UNSUPPORTED SPAN) (ANY COMBINATION OF TV, MOUNT, AND SERVICES) 212 WEST PADON IA RD. Z MAXIMUM UNSUPPORTED SPAN 3M MAXIMUM VERTICAL LOAD PER CONNECTION 325# 600LB MAX TRUSS PICKS MAY BE PLACED ANYWHERE ON THE SPAN AND TERMINATE THE END OF SPAN OVERHEAD ATTACHMENT BY OTHERS, SEE TIMONIUM, MD 21093 AND SAFE ANTI -ROLL CONFIGURATION MAX. SAFE RAWINC 600 FOR RIGGNG CONINECION DETAILSORKING LOADS .25-20X 1.5 SHCS 300LB MAX WORKING LOAD 600LB 300LB MAX "10 SUITABLE SOLID ROD OR THREAD 0 !__ = ALLOY (MIN YIELD -- IFTELE % P/NSA Aa T 135KSI) SURTABLEE ORABOADATERMIBATION 118.11 [3000.00] R TrIIT uD VevTwT.^n - NOT TO EXCEED 0.38" (BY OTHERS) 3 PAT.',PEN',DING 600LBS$INGIE HUNG BODY AND CLAMP - MATERIAL 6061-TES FORWARD CONNECTION EXTRUDED BAR -- UNCONTROLLED DOCUMENT 2 O (MIN YIELD 135KSI) VT-1OT-600 6 �______ VT-1OT-6000D POINT TO BALANCE TV O MASS 600LB MAX STANDARD LIFT CHAIN OR RATED AIRCRAFT CABLE .25-20X 1.0 SHCS ASSEMBLY SUITABLE FOR USE WITH 3/8 ALLOY (MIN YIELD CLEVIS PIN CONNECTION (BY OTHERS) 7 Q 7 135KSI) CJ ' ROD CONFIGURATION MAX. 30OLB MAX SAFE WORKING LOAD 600LB 300LB MAX • IIIIIr,,,- 0 0 0 1 ESP-KNX ENGINEERED SYSTEMS O 0 NOTE: DISTRIBUTORS FOR PLANET FITNESS PLANET CONFIGURATIONS AND RATINGS SUBJECT TO CHANGE WITHOUT FRANCHISEES _-___ NOTICE, ALWAYS CHECK YOUR OVERHEAD GEAR BEFORE USE 4 _ -=== y? `%' ___' `=" - FOR FRAYING, VISIBLE DAMAGE, OR CRACKS, PAT. PENDING Copyright Entertainment Structural Products 2015 FITNESS - ___ _ }-- - UNLESS OTHERWISE SPECIFIED: UNLESS OTHERWISE SPECIFIED: DIMENSIONS ARE IN INCHES (866) 725-6176 DIMENSIONS ARE IN INCHES (866) 725-6176 TOLERANCES: 602 FRONT ST. ESSINGTON, PA 19029 SINGLE HUNG CONFIGURATION FOR BALANCED OR UNLESS OTHERWISE SPECIFIED: TOTE NOES 602 FRONT ST. ESSINGTON, PA 19029 EDMONDS FRAGTONAL } 1/32 (866) 725-6176 FRACTIONAL ! 1/32 ANGULAR: MACH }zs BEND },s UNBALANCED WORKING LOADS MAX. SAFE WORKING DIMENSIONS ARE ININCHES ANGULAR: MACH }.25 BEND }s TITLE: mLERaNCEs: TITLE: 602 FRONT ST. ESSINGTON PA 19029 TWO PUCE DECIMAL 2.01 TWO PLACE DECIMAL 2.01 FRACTONAL } 1714 THREE PLACE DECIMAL t.005 Ur-10-6000D TRUSS PICK LOAD 600LB ANY VERTICAL LIFT POINT TANGWO Px. w,cx & ±.01 t.s TITLE: THREE PLACE DECIMAL :.LADS SUSPENDED UNDERSLUNG TWOE PEACE DECK }.01 MAXIMUM POINT O PROPRIETARY AND CONFIDENTIAL INTERPRET GEOMETRIC 3OOL 3 MAX 300LB MAX THREE PLACE olxlMa }.ow Vr-10T-600/6000D RIGGING f( PROPRIETARY AND CONFIDENTIAL INTERPRET GEOMETRIC SYSTEM THE INFORMATION CONTAINED IN THIS TOLERANCING PER COMMENTS: PROPRIETARY AND CONFIDENTIAL INTERPRET cEUMETTac AND SAFE WORKING LOADS LOAD 1 D0# THE INFORMATION CONTAINED IN THIS TOLERANCING PER COMMENTS: DRAWING IS THE SOLE PROPERTY OF MATERIAL SIZE DWG. No. REV WE INTCRMADON CONTNNED IN THIS TOLERANCINC PEP COMMENTS: DRAWING IS THE SOLE PROPERTY OF MATERIAL SIZE DWG. NO. REV ENTERTAINMENT STRUCTURAL PRODUCTS. DRANINC IS THE SOIL PROPERTY OF MATERIAL SIZE DWG. NO. REV ENTERTAINMENT STRUCTURAL PRODUCTS. F-� ANY REPRODUCTION IN PART OR AS A FlNISH D VT REVD D WE REPRODIT SDR IN PRDOO A. ANY REPRODUCTION IN PART OR AS A FINISH D N MOUNT METHODS B WHOLE WITHOUT THE WRITTEN PERMISSION FlNISH � g wxoll wlTHour THE WRITTEN PERMIssION ASSEMBLY DRAWING Ll OF ENTERTAINMENT STRUCTURAL WHDIO WENEED THE NTWRWERMU PERMIssICN PP -RATINGS AND CONE GS OF ENTERTAINMENT STRUCTURAL OF ENDUCTC EM OHELEDML PRODUCTS Is PROwBITED. SCALE: 1:1 WEIGHT: SHEET 1 OF 1 PNDoucTs Is PRORIanm. SCALE: 1:1 WEIGHT: SHEET 1 OF 1I PRoOucTs Is PROwBITm. SCALE: 1:20 WEIGHT: SHEET 3 OF 3 22515 HIGHWAY 99 Q EDMONDS, WA 98026 U 4 TV TRUSS CONFIGURATION - TRUSS PICK 5 TV TRUSS CONFIGURATION - RIGGING & SAFE WORKING LOADS 6 TV TRUSS CONFIGURATION - SUSPENDED UNDERSLUNG SYSTEM O J SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SNOHOMISH COUNTY PERMIT SET W 03/06/24 MJM # 23450 0 NO. DESCRIPTION DATE 0 Z O Cn W This drawing and the design shown is the property of the architect. The reproduction, copying or use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. MISC. DETAILS RESUB May 09 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT W W A122 2 U) 11 FLOOR FINISH PLAN SCALE: 1/8" = V-0" F.3 FLOOR FINISH PLAN - MEZZANINE SCALE: 1/8" = V-0" SCHLUTER - R/AETK100 ANODIZED ALUMINUM TRANSTITION STRIP, INSTALL PER MANUF RECOMMENDATIONS WORKOUT AREA RUBBER FLOORING TILE FLOORING EXISTING CONCRETE SLAB TO REMAIN d - d RUBBER TO TILE TRANSITION SCALE: 6" = V-0" TARKETT RUBBER REDUCER - CRS-40-B, INSTALL PER MANUF RECOMMENDATIONS CONC. SLAB FINISH AS SCHEDULED RUBBER FLOORING AS SCHEDULED EXISTING CONCRETE SLAB TO REMAIN RUBBER TO CONCRETE REDUCER SCALE: 6" = V-0" FLOOR FINISH SCHEDULE MARK DESCRIPTION I MANUFACTURER I MODEL COMMENTS CARPET CPT-1 �CARPETTILE MATTER DIAGONAL TILE: SURFACES CHARCOAL MISC SC-1 ISEALEDCONCRETE - - I - RUBBER RF-1 RUBBER FLOORING ADIRONDACK OR �BLACKW/30% 9MM THICKNESS - IBC CLASS II MINIMUM ECORE YELLOW/PURPLE TILE CT-1 NON -SLIP CERAMIC FLOOR CREATIVE ATMOSPHERE NIGHT GROUT: BOSTIK FRENCH GRAY H142, 3/16" THICKNESS TILE - 12X241N MATERIALS CORP SKY 1/3 OFFSET PATTERN CT-2 NON -SLIP CERAMIC FLOOR CREATIVE GEMSTONE GREY GROUT: BOSTIK DELOREAN GRAY H160, 3/16" TILE - 12X241N MATERIALS CORP. THICKNESS CT-4 NON -SLIP CERAMIC FLOOR CREATIVE GEMSTONE GREY GROUT: BOSTIK DELOREAN GRAY H160, 3/16" TILE - 2X21N MOSAIC MATERIALS CORP. THICKNESS VINYL PVT-1 PERFORMANCE VINYL TILE ECORE HERITAGE MOTIVATE 7MM (2MM VINYL W/ 5MM VCR) I - 6X481N PLANKS I PVT - SILVER OAK 1002 FLOOR TRANSITIONS MARK DESCRIPTION M1 CERAMIC TILE TO WALK -OFF MAT T1 CERAMIC TILE TO RUBBER FLOOR T3 CERAMIC TILE TO VCT T5 RUBBER FLOOR TO SEALED CONCRETE T6 RUBBER FLOOR TO VCT T8 VCT TO SEALED CONCRETE X1 EXTERIOR THRESHOLD (ENSURE THRESHOLD MEETS ADA REQUIREMENTS - NOT EXCEED 1/2" TO THE EXTERIOR EXISTING GRADE) X2 EXTERIOR THRESHOLD (ENSURE THRESHOLD MEETS ADA REQUIREMENTS - NOT EXCEED 1/2" TO THE EXTERIOR EXISTING GRADE) FLOORING NOTES 1. PROVIDE ADA COMPLIANT THRESHOLDS AND TRANSITION STRIPS AT ALL CHANGES IN FLOORING MATERIAL - SEE DETAILS BELOW FOR ADDITIONAL INFORMATION. 2. ALL WALL BASES BY CONTRACTOR - SEE FINISH SCHEDULE ARCHITECTURE PLANNING INTERIORS GRAPHICS O HANA GROWTH PARTNERS U) U W U ry Q 2948 SIDCO DR. NASHVILLE, TN 37204 615.244.8170 www.mjmarch.com 212 WEST PADON IA RD TIMONIUM, MD 21093 PLANET FITNESS - EDMONDS 22515 HIGHWAY 99 EDMONDS, WA 98026 SNOHOMISH COUNTY J Q W U) W W z O PERMIT SET 03/06/24 MJM # 23450 W 0 NO. DESCRIPTION DATE 2 OWNER REQ. 04/24/24 UPDATES U) z O U) W ry This drawing and the design shown is the property of the architect. The reproduction, copying or use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. FLOOR FINISH Rf t&til May 09 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT W W Al 30 X: U) ROOM SCHEDULE NO. NAME FLOOR FINISH BASE FINISH WALL FINISH CEILING FINISH 100 VESTIBULE CPT-1 - - ACT-1 101 2 CT-1 VB-1 SEE ELEVATIONS OPEN TO STRUCTURE: PT-9 102 OFFICE CT-1 VB-1 PT-01 ACT-1 103 CT-1 VB-1 SEE ELEVATIONS ACT-1 104 MASSAGE CT-1 VB-1 SEE ELEVATIONS ACT-3 105 TANNING CT-1 VB-1 SEE ELEVATIONS ACT-1 106 FUTURE CT-1 VB-1 SEE ELEVATIONS ACT-3 107 HYBRID CT-1 VB-1 SEE ELEVATIONS ACT-1 108 TANNING CT-1 VB-1 SEE ELEVATIONS ACT-1 109 TANNING CT-1 VB-1 SEE ELEVATIONS ACT-1 110 BEAUTY CT-1 VB-1 SEE ELEVATIONS ACT-1 111 HYDRO CT-1 VB-1 SEE ELEVATIONS ACT-3 112 WOMENS LOCKERS RF-1 VB-1 SEE ELEVATIONS ACT-1 113 WOMENS SHOWERS CT-2 CT-3 SEE ELEVATIONS ACT-2 114 UTILITY SC-1 VB-1 PT-01/FRP-2 ACT-2 115 MENS LOCKERS RF-1 VB-1 SEE ELEVATIONS ACT-1 116 MENS SHOWERS CT-2 CT-3 SEE ELEVATIONS ACT-2 117 2 RF-1 VB-1 SEE ELEVATIONS OPEN TO STRUCTURE: PT-9 118 ItSTRETCH & MOBILITY F-1 VB-1 SEE ELEVATIONS OPEN TO STRUCTURE: PT-9 119 SC-1 VB-1 PT-01 OPEN TO STRUCTURE 120 FUNCTIONAL TRAINING RF-1 VB-1 SEE ELEVATIONS OPEN TO STRUCTURE: PT-9 121 BACKROOMS VCT-1 VB-1 PT-01 GYP BD: PT-01 122 2 VCT-1 VB-1 PT-01 ACT-2 123 IT CT-1 VB-1 PT-01/MT-1 ACT-1 124 VCT-1 VB-1 PT-01 ACT-1 125 BREAK VCT-1 VB-1 PT-01/MT-1 ACT-1 126 CLOSET SC-1 VB-1 PT-01 GYP BD: PT-01 127 RISER SC-1 VB-1 PT-01 OPEN TO STRUCTURE 128 STORAGE SC-1 VB-1 PT-01 OPEN TO STRUCTURE 129 EXT STORAGE - - - - 200 MEZZANINE VCT-1 VB-1 PT-01 ACT-1 201 ELEC. SC-1 VB-1 PT-01 OPEN TO STRUCTURE 202 CL SC-1 VB-1 PT-01 OPEN TO STRUCTURE 203 STORAGE SC-1 VB-1 PT-01 OPEN TO STRUCTURE CUSTOM PAINT FORMULAS INTERIOR: *PLANET FITNESS PURPLE (Y38T154) SATIN BASE W 1 WHITE 26/32 1 /64 L1 BLUE 14/32 1/128 R3 MAGENTA (60Z.) 57/32 1/164 1/128 *PLANET FITNESS YELLOW (738Y157) SATIN BASE R4 NEW RED 9/32 1/128 B1 BLACK 1/128 W1 WHITE (10OZ.) 32/32 *DOVER WHITE (SW6385) 200 EGGSHELL SAMOVAR SILVER (SW6233) - FOR GEARS ONLY R-185 G-180 B-191 EXTERIOR: *PLANET FITNESS PURPLE (A89T54) SATIN BASE B1 BLACK 12/32 W 1 WHITE 22/32 R3 MAGENTA (40Z.) 28/32 *PLANET FITNESS YELLOW (Y8Y57) SATIN BASE N1 RAW UMBER 1/321/64 R4 NEW RED 2/321/164 W 1 WHITE (20Z.) 2/321 /641 /128 *DRIFTWOOD GRAY (SW3027) SATIN BASE (5 GALLON FORMULA) B1 BLACK (20Z.) 51/32 N1 RAW UMBER (20Z.) 61/32 R2 MAROON 5/32 W 1 WHITE (60Z.) 18/32 * MANDATORY COLOR SCHEMES (PER CLUB PERCENTAGES - 25% WALLCOVERINGS ARE REQUIRED IN ALL CLUBS) - 50% WHITE - 30% YELLOW - 20% PURPLE FINISH NOTES 1. PAINT ALL NEW & EXISTING GYP. BD., DOOR FRAMES, METAL DOORS, EXPOSED WOOD TRIM AND OTHER EXPOSED UNFINISHED CONSTRUCTION WITH STANDARD PLANET FITNESS PAINT SCHEME: PURPLE, YELLOW, BLACK 2. PROVIDE WAINSCOT ON WALLS AS SHOWN ON FLOOR PLAN & INTERIOR ELEVATIONS. 3. ALL NEW GYP. BD. IN TOILET AND SHOWER AREAS SHALL BE MOISTURE RESISTANT. 4. SEE FLOOR FINISH & REFLECTED CEILING PLAN DRAWINGS FOR ADDITIONAL INFORMATION. 5. PROVIDE CEMENT BOARD BEHIND ALL CERAMIC WALL TILE 6. SEE INTERIOR ELEVATIONS FOR WALL TILE LOCATIONS. 7. INTERIOR WALL, WAINSCOT AND CEILING FINISH SHALL BE MINIMUM IBC CLASS C FLAME SPREAD AND SMOKE DEVELOPED RATING MAX 200 (FLAME SPREAD INDEX) AND MAX 450 (SMOKE DEVELOPED RATING) IBC TABLE 803.9. INTERIOR FLOOR FINISH AND FLOOR COVERING MATERIALS SHALL NOT BE LESS THAN CLASS II IN ALL AREAS, FLOOR COVERING MATERIALS SHALL COMPLY WITH THE DOCFF-1 "PILL TEST" (CPSC 16 CFR, PART 1630). SMOKE DEVELOPED INDEX CLASS A: FLAME SPREAD INDEX 0-25; SMOKE -DEVELOPED INDEX 0-450 CLASS B: FLAME SPREAD INDEX 26-75; SMOKE -DEVELOPED INDEX 0-450 CLASS C: FLAME SPREAD INDEX 76-200; SMOKE -DEVELOPED INDEX 0-450 INTERIOR FINISH SCHEDULE NATIONAL MARK DESCRIPTION MANUFACTURER MODEL COMMENTS ACCOUNT ALUM- ALUMINUM & GLASS STOREFRONT FRAME VARIES KAWNEER "CLEAR" 1 CP-1 DRAINABLE EIFS DRYVIT OR EQUAL MATCH DRYVIT - "ANTIQUE GREY" TEXURE: SANDPEBBLE FINE DPR Palstic_ MountLighting_WhiteTranspa rentPIastic WHITE ACOUSTICAL CEILING TILE ACT-1 SUSPENDED ACOUSTICAL CEILING TILE - 24x241N ARMSTRONG OR EQUAL DUNE 1774 ANGLED TEGULAR EDGE W/ 15/16" PRELUDE XL GRID SYSTEM NO ACT-2 SUSPENDED ACOUSTICAL CEILING TILE - 24x241N - MOISTURE RESISTANT ARMSTRONG OR EQUAL CERAMAGUARD FINE FISSURED SQUARE TEGULAR EDGE W/ 15/16" PRELUDE XL GRID SYSTEM NO ACT-3 SUSPENDED ACOUSTICAL CEILING TILE - BLACK - 24x241N ARMSTRONG OR EQUAL FINE FISSURED 1728BL SQUARE EDGE W/ 15/16" PRELUDE XL GRID SYSTEM - BLACK NO CARPET CPT-1 CARPET TILE MATTER SURFACES DIAGONAL TILE: CHARCOAL INO EXTERIOR EIFS-1 El DRYVIT OR EQUAL OUTSULATION IMATCH SHERWIN WILLIAMS SW7037 "BALANCED BEIGE"; FINISH: SANDPEBBLE DPR NO XPT-1 WALL PAINT SHERWIN WILLIAMS SW7037'BALANCED BEIGE' EXTERIOR PAINT XPT-2 WALL PAINT SHERWIN WILLIAMS SW7039'VIRTUAL TAUPE' EXTERIOR PAINT �I 3�:77�I�LYi]:Zy��7�_1►1� � FRP-1 ACROVYN MISSION WHITE PRINTED GREY SPROCKET PANELS - 48X961 N GRAND ENTRANCE - 040 THICKNESS, MATCHING TRIMS, ADHESIVES & PRIMER YES FRP-2 FRP PANEL - 48X481N MARLITE STANDARD WHITE EACH SIDE OF JANITOR SINK NO GRANITE SS-1 GRANITE - COUNTERTOPS - BLACK GALAXY CONFIRM W/ OWNER PRIOR TO ORDERING INO MISC SC-1 ISEALEDCONCRETE - - - INO W_11►11111 PT-1 WALL PAINT - DOVER WHITE SHERWIN WILLIAMS PROMAR 200 ZERO VOC INTERIOR LATEX TO BE APPLIED AT WALLS ABOVE EYEBROW SOFFIT OR AS AN ALTERNATIVE TO WALLCOVERING YES SW6385, EGG -SHELL PT-2 WALL PAINT - PLANET FITNESS PURPLE SHERWIN WILLIAMS DURATION HOME® INTERIOR LATEX SATIN COATING TO BE APPLIED AT EYEBROW SOFFIT, BARREL ABOVE FRONT DESK AND WALLS AS AN ALTERNATIVE TO YES ULTRADEEP BASE A97T1254, EGG -SHELL WALLCOVERING PT-3 WALL PAINT - PLANET FITNESS YELLOW SHERWIN WILLIAMS DURATION HOME® INTERIOR LATEX SATIN COATING TO BE APPLIED AT WALLS AS AN ALTERNATIVE TO WALLCOVERING AND ABOVE WALL PANELS IN TANNING YES ULTRADEEP BASE A97Y157, EGG -SHELL ROOMS PT-4 ACCENT PAINT - FIREWORKS RED SHERWIN WILLIAMS PROMAR 200 ZERO VOC INTERIOR LATEX TO BE APPLIED EXCLUSIVELY AT BORDER ABOVE WALL PANELS IN TOTAL BEAUTY ENHANCEMENT ROOM ONLY YES SW6867, EGG -SHELL PT-5 CEILING PAINT - TRICORN BLACK SHERWIN WILLIAMS PROMAR 400 FLAT BLACK TO BE APPLIED AT FULL AND HALF -GEAR SOFFITS WHERE DECK IS WHITE FINISH YES SW6258, FLAT PT-7 WALL PAINT - PF PURPLE SEMI -GLOSS SHERWIN WILLIAMS DURATION HOME® INTERIOR LATEX SATIN COATING TO BE APPLIED EXCLUSIVELY AT ALL INTERIOR DOOR FRAMES YES ULTRADEEP BASE A97T1254 SEMI -GLOSS PT-8 CEILING PAINT - TRICORN BLACK SHERWIN WILLIAMS PRO INDUSTRIAL DTM PRE -CAT EPDXY, TO BE APPLIED EXCLUSIVELYAT ALL INTERIOR DOOR PANELS WHERE DOOR SKINS ARE NOT USED YES SEMI -GLOSS PT-9 CEILING PAINT - PURE WHITE SHERWIN WILLIAMS PRO INDUSTRIAL LATEX DRYFALL TO BE APPLIED FOR DECK AND STRUCTURE AT OR BELOW 15'-0" ABOVE FINISH FLOOR - REQUIRED. TO BE YES SW7005 APPLIED FOR DECK AND STRUCTURE AT OR ABOVE 15'-0" ABOVE FINISH FLOOR - OPTIONAL PLASTIC LAMINATE [PC-1CASEWORK PLASTIC LAMINATE IWILSONART I BLACK 1595 1 CASEWORK FACES IYES RUBBER RF-1 RUBBER FLOORING JADIRONDACK OR ECORE I BLACK W/ 30% YELLOW/PURPLE 9MM THICKNESS - IBC CLASS II MINIMUM IYES TILE CT-1 NON -SLIP CERAMIC FLOOR TILE - 12X241N CREATIVE MATERIALS CORP ATMOSPHERE NIGHT SKY GROUT: BOSTIK FRENCH GRAY H142, 3/16" THICKNESS 1/3 OFFSET PATTERN YES CT-2 NON -SLIP CERAMIC FLOOR TILE - 12X241N CREATIVE MATERIALS CORP. GEMSTONE GREY GROUT: BOSTIK DELOREAN GRAY H160, 3/16" THICKNESS YES CT-3 CERAMIC WALL TILE - 12X121N CREATIVE MATERIALS CORP. GEMSTONE GREY GROUT: BOSTIK DELOREAN GRAY H160, 3/16" THICKNESS STACKED BOND PATTERN YES CT-4 NON -SLIP CERAMIC FLOOR TILE - 2X21N MOSAIC CREATIVE MATERIALS CORP. GEMSTONE GREY GROUT: BOSTIK DELOREAN GRAY H160, 3/16" THICKNESS YES CT-5 CERAMIC WALL TILE - 1X11N MOSAIC - 6X121N SHEET CREATIVE MATERIALS CORP. AQUA BLEND MOSAIC GROUT: BOSTIK DELOREAN GRAY H160, 3/16" THICKNESS YES CT-6 CERAMIC WALL TILE - RANDOM MOSAIC (VERTICAL INSTALL) - 6X121N SHEET CREATIVE MATERIALS CORP. BLISS LINEAR WATERFALL GROUT: BOSTIK DELOREAN GRAY H160, 3/16" THICKNESS TO BE INSTALLED RUNNING VERTICALLY, EXCLUSIVELY ON THE REAR WALL OF THE DRINKING FOUNTAIN AREA YES 2 PVT-1 PERFORMANCE VINYL TILE - 6X481N PLANKS ECORE HERITAGE MOTIVATE PVT -SILVER OAK 1002 7MM (2MM VINYL W/ 5MM VCR) NO VCT-1 VINYL COMPOSITION TILE - 12X121N - CLASSIC BLACK ARMSTRONG 51910 STANDARD EXCELON NO WAINSCOT MT-1WAINSCOT PANEL MARLITE VOLTAFLEX - CROSSHATCH SILVER SQUARE 5 PATTERN W/ EMBOSSED LOGO IYES 24WALLCOVERR ING WC-1A WALLCOVERING - DOVER WHITE W/ GEARS NORTHEAST COLOR, INC PF9007A / PF9007B WC-1A (LARGE LOGO WITH A PATTERN) WC-1 B (NO LOGO WITH B PATTERN) INSTALLATION RATIO 1:2 (1 A PANEL FOR EVERY 2 B PANELS) YES WC-113 WALLCOVERING - DOVER WHITE W/ GEARS NORTHEAST COLOR, INC PF9007B WC-1B (NO LOGO WITH B PATTERN) YES WC-213 WALLCOVERING - BLACK W/ GEARS NORTHEAST COLOR, INC PF9013B WC-213 (NO LOGO WITH B PATTERN) YES WC-4A WALLCOVERING - PURPLE W/ GEARS NORTHEAST COLOR, INC PF9017A / PF9017B WC-4A (LARGE LOGO WITH A PATTERN) WC-413 (NO LOGO WITH B PATTERN) INSTALLATION RATIO 1:2 (1 A PANEL FOR EVERY 2 B PANELS) YES WC-413 WALLCOVERING - PURPLE W/ GEARS NORTHEAST COLOR, INC PF9017B WC-41B (NO LOGO WITH B PATTERN) YES WC-5 WALLCOVERING - PURPLE W/ YELLOW GEARS NORTHEAST COLOR, INC PF9003 - YES WC-6 WALLCOVERING - YELLOW W/ PURPLE GEAR NORTHEAST COLOR, INC PF9005 - YES WC-7 WALLCOVERING - JUDGEMENT FREE ZONE PATTERN NORTHEAST COLOR, INC PF9009 - YES ACCESSORY SCHEDULE MARK DESCRIPTION MANUFACTURER MODEL COMMENTS MOUNT TYPE MOUNT HEIGHT FURNISH INSTALL BENCH 1 CUSTOM BENCH (ADA) - - BLACK GALAXY GRANITE SEAT FLOOR MOUNTED 18" T.O. SEAT TENANT GC 2 DRESSING ROOM BENCH (ACCESSIBLE) - HOLLMAN BUTCHER BLOCK STAINED TO MATCH ASIAN NIGHT ON BLACK POWDER COATED STEEL LEGS FLOOR MOUNTED 18" T.O. SEAT TENANT GC 20X481 N 3 DRESSING ROOM BENCH - 20X721N HOLLMAN BUTCHER BLOCK STAINED TO MATCH ASIAN NIGHT ON BLACK POWDER COATED STEEL LEGS FLOOR MOUNTED 18" T.O. SEAT TENANT GC 4 FOLDING SHOWER BENCH (ACCESSIBLE) ACCESS -ABLE SH-420-2SDL FOLDING STYLE W/ SS SUPPORT WALL MOUNTED 18" T.O. SEAT TENANT GC DESIGNS OR FLOOR BRACED EQUAL CK�D1►�� :4to] W 5 WET COUNTERTOP W/ UNDERMOUNT SINK - 96X241N - BLACK GALAXY GRANITE - WALL MOUNTED 34" T.O. COUNTER GC GC 6 DRY COUNTER - 96X201N - BLACK GALAXY GRANITE - WALL MOUNTED 34" T.O. COUNTER GC GC GRAB BAR 7 181N GRAB BAR BOBRICK B-5806 1-1/4" SNAP FLANGE, SATIN FINISH SURFACE (VERTICAL) 34" B.O. GRAB BAR GC GC 8 301N GRAB BAR BOBRICK B-5806 1-1/4" SNAP FLANGE, SATIN FINISH SURFACE 34" CTR GRAB BAR GC GC 9 361N GRAB BAR BOBRICK B-5806 1-1/4" SNAP FLANGE, SATIN FINISH SURFACE 34" CTR GRAB BAR GC GC 10 421N GRAB BAR BOBRICK B-5806 1-1/4" SNAP FLANGE, SATIN FINISH SURFACE 34" CTR GRAB BAR GC GC xii[aele]nI_[K91*0KIIIII 11 LOCKERS - 12X15X721N HOLLMAN ASIAN NIGHT 7949K-18 COLD CLIMATE CONFIGURATIONS - VERIFY W/ OWNER BASE 7" B.O. LOCKER TENANT GC 12 LOCKERS - 12X15X721N (ACCESSIBLE) HOLLMAN ASIAN NIGHT 7949K-18 DBL TIER LOCKERS - VERIFY W/ OWNER BASE 7" B.O. LOCKER TENANT GC 13 LOCKERS - 12X15X721N HOLLMAN ASIAN NIGHT 7949K-18 SGL TIER LOCKERS - VERIFY W/ OWNER BASE 7" B.O. LOCKER TENANT GC 14 LOCKERS - 12X15X601N HOLLMAN ASIAN NIGHT 7949K-18 FOUR TIER LOCKERS - VERIFY W/ OWNER RECESSED 12" B.O. LOCKER TENANT GC 15 LOCKERS - 12X15X601N HOLLMAN ASIAN NIGHT 7949K-18 FIVE TIER LOCKERS - VERIFY W/ OWNER BASE 7" B.O. LOCKER TENANT GC 16 HAIR DRYER I FUSION PFWMHD-121220 PF BRAND SURFACE W/ ELECTRICAL 40" B.O. DRYER ITENANT GC MIRROR 17 ILLUMINATED OVAL MIRROR MAJESTIC MIRROR - - SURFACE W/ ELECTRICAL 40" B.O. MIRROR GC GC 18 VANITY MIRROR - 96X401N - - STAINLESS STEEL CHANNEL OR ANGLE FRAME SURFACE 40" B.O. MIRROR GC GC 19 WALL MIRROR - 18X601N - - STAINLESS STEEL CHANNEL OR ANGLE FRAME SURFACE 12" B.O. MIRROR GC GC to ll,Y41 20 HI-LO WATER COOLER (ADA) ELKAY LZSTL8WSLK HI-LO BARRIER FREE WATER COOLER W/ BOTTLE FILL ACCESSORY WALL MOUNTED 36" T.O. SPOUT GC GC 21 ROBE HOOK BOBRICK B-2116 CONCEALED MOUNTING, SATIN FINISH SURFACE 48" CTR. HOOK GC GC 22 ROBE HOOK BOBRICK B-542 CONCEALED MOUNTING, SATIN FINISH SURFACE 48" CTR. HOOK GC GC 23 COAT HOOK STRIP - 461N - - - SURFACE 46" CTR. HOOK GC GC PARTITION A 24 TOILET / DRESSING ROOM PARTITION ACCURATE POWDER COATED METAL - PARTITIONS W/ ZERO-SIGHTLINE SELF -CLOSING DOORS, STAINLESS STEEL HARDWARE, 7f LOOR MOUNTED 6" B.O. PARTITION GC C PARTITIONS BLACK 930 CONCEALED LATCH AND ADA COMPLIANT INDICATOR LEVER. PROVIDE BACK-TO-BACK ALL BRACED WIRE PULLS ON ACCESSIBLE STALLS AND CHANGING ROOMS. 25 URINAL SCREEN - 24X421N ACCURATE POWDER COATED METAL - PARTITION W/ STAINLESS STEEL HARDWARE ALL MOUNTED 12" B.O. PARTITION GC C PARTITIONS BLACK 930 v—v—v—v—v—v—v—v—v—v—v—v—v—v—v—v—v—v—v—v—v—v—v—v—v—v—v—v—v—v— RESTROOM ACCESSORY 26 TOILET PAPER DISPENSER (ACCESSIBLE) - - SINGLE JUMBO ROLL SURFACE 32" T.O. DISPENSER GC GC 27 TOILET PAPER DISPENSER - - TWIN JUMBO ROLL SURFACE 24" B.O. DISPENSER GC GC 28 SANITARY NAPKIN DISPOSAL - - STAINLESS STEEL - HINGED TOP DISPOSAL CONTAINER SURFACE 24" B.O. DISPENSER 32" T.O. DISPENSER (ADA GC GC 29 SOAP DISPENSER - - ABOVE COUNTERTOP SURFACE 40" B.O. DISPENSER GC GC 30 ROBE HOOK W/ BUMPER BOBRICK B-212 CONCEALED MOUNTING, SATIN FINISH SURFACE 48" CTR. HOOK IGC GC ARCHITECTURE PLANNING INTERIORS GRAPHICS co C) W U Q 2948 SIDCO DR. NASHVILLE, TN 37204 615.244.8170 www.mjmarch.com O 6 N2-24 INT: N MAHER STAT1c Or- WASHINGTON O HANA GROWTH PARTNERS 212 WEST PADON IA RD TIMONIUM, MD 21093 PLANET FITNESS - EDMONDS 22515 HIGHWAY 99 EDMONDS, WA 98026 SNOHOMISH COUNTY J Q W z Q J 0 z O U W >z O PERMIT SET 03/06/24 MJM # 23450 W Q 0 NO. DESCRIPTION DATE 2 OWNER REQ. 04/24/24 UPDATES U) z O 0 W This drawing and the design shown is the property of the architect. The reproduction, copying or use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. SCHEDULES SHOWER ACCESSORY 31 LINEAR TRENCH DRAIN - 561N SCHLUTER KERDI-LINE KLlV60El4O - - - GC GC 32 LINEAR TRENCH DRAIN -401N SCHLUTER KERDI-LINE KLlV60E100 - - - GC GC 33 RECESSED SHOWER NICHE SCHLUTER KB 12 SN 305 305 A - RECESSED 48" B.O. NICHE GC GC 34 SHOWER CURTAIN ROD BRADLEY 9539 1-1/4" SNAP FLANGE, SATIN FINISH SURFACE VERIFY W/ CURTAIN LENGTH GC GC 35 SHOWER CURTAIN W/ HOOK LOOPS - - - ROD - GC GC RESUB May 09 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT W W Al 31 X: U) (3.8) (3.5) I 3 I(2) REMOVABLE CAP "GOOSENECK" UNCURED ELASTOFORM FLASHING LAP SEALANT SPLICING CEMENT WATER CUT-OFF MASTIC ROOFING & RIGID INSULATION TREATED WOOD NAILER DECK CONSTRUCTION FLEXIBLE PENETRATION DETAIL SCALE: 3" = V-0" z OD PIPE PENETRATION (REFER TO PLUMBING) SEALANT STAINLESS STEEL HOSE CLAMP PVC BOOT FLASHING FASTENER SPLICING CEMENT BASE FLASHING ROOFING & RIGID INSULATION TREATED WOOD NAILER DECK CONSTRUCTION n HOT PIPE PENETRATION DETAIL J SCALE: 3" = V-0" MTL ROOF CURB SUPPLIED BY MECH. CONTR. AND INSTALLED BY ROOF CONTR. - NAIL TO P.T. WD. BILK. 12" O.C. SEE CONTR. TO COORDINATE LOCATION TO ALIGN OVER STRUCT SUPPORTS REINFORCED MEMBRANE SUBSTRATE W/ BONDING ADHESIVE INSULATED METAL CURB (BY OTHERS) PT WOOD BATTEN NAILER PT WD BILK. 5-1/2" WIDE & HT AS REQ'D TO MATCH CURB FLANGE W/ ROOF INSUL. FLASHING NAILED 12" O.0 INTO PT WD BLK W/ FASTENER SEALANT BIB FLASHING ADHERED TO SUBSTRATE W/ BONDING ADHESIVE EAM FLASHING PLATE CHEMICAL WELD ROOFING & RIGID INSULATION All new curbs shall be insulated to a minimum of R13 per WSEC ROOF NOTES 1. ALL NEW CURBS AND PENETRATIONS TO BE FLASHED TO EXISTING ROOF W/ COMPATIBLE MATERIALS. LANDLORD ROOFING CONTRACTOR TO BE USED FOR ALL WORK ON EXISTING ROOF. 2. CONTRACTOR TO SCHEDULE WALKTHROUGH W/ LANDLORD ROOFER AND PREPARE LIST OF ITEMS NEEDING REPAIR (FLASHING, ROOFING, DRAINS, COPING, ETC.) FOR REVIEW BY LANDLORD AND TENANT. ARCHITECTURE PLANNING INTERIORS GRAPHICS 9362 STEP* P. MAI $TATE OF SHIN O HANA GROWTH PARTNERS U) U W U ry Q 2948 SIDCO DR. NASHVILLE, TN 37204 615.244.8170 www.mjmarch.com 212 WEST PADON IA RD TIMONIUM, MD 21093 PLANET FITNESS - EDMONDS 22515 HIGHWAY 99 EDMONDS, WA 98026 SNOHOMISH COUNTY J Q W () H z Q J D U) z O U W z O PERMIT SET 03/06/24 MJM # 23450 W 0 NO. DESCRIPTION DATE This drawing and the design shown is the property of the architect. The reproduction, copying or use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. ROOF PLAN U) z O U) W ry ROOF PLAN SCALE: 1/8" = V-0" REMOVE MIN. AMOUNT OF DECK TO ALLOW MECH. INSTALLATION HVAC CURB DETAIL SCALE: 6" = V-0" NOTE: SEE ROOF PLAN FOR ALL CRICKET LOCATIONS RESUB May 09 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A140 I- W W U) 0 Zo N N �I Q C O E W I O of LO NT co N U) U 0 LL n Q uS O E W cv M O 0 M N L U) cu E U N �O I..L Q Z 0 Q U M m 00 0 CD CD F.F. 0" U) W x li Y W X in I— Z a F.F. 0" INT ELEV @ EXERCISE FLOOR SCALE: 1/4" = V-0" PT-7 PT $ � O U) m H o -I— -t+ 7 - T T T 0 VB-f i fi t1t1 INT ELEV @ EXERCISE FLOOR SCALE: 1/4" = V-0" INT ELEV SCALE: 1/4" = V-0" EXERCISE FLOOR INT ELEV @ EXERCISE FLOOR SCALE: 1/4" = 1'-0" 'v S6 ❑ Q H IL W W O = `1 U) J m m EQ300 m � 10 S4 omM 4 A432 MI MISS I E ISM EiLlimm EQ EQ200 EQ i J ❑ W 0 = L8 m Z O O r�T�T TT�T�T�T�TTTT MT-, tI CD t �p tIt I'ttI t tI tIt tI -11 T SIGNAGE SCHEDULE "COLOR LEGEND" YELLOW SIGN ON BLACK BACKGROUND - BLACK, PURPLE OR YELLOW ON WHITE BACKGROUND BLACK, PURPLE OR SILVER SIGN ON YELLOW BACKGROUND - YELLOW OR SILVER SIGN ON PURPLE BACKGROUND 2Q MARK DESCRIPTION MANUFACTURER REQUIREMENTS COMMENTS DIS LA G PHICS S1 = NO CRITICS - 301N NORTHEAST COLOR MANDATORY YELLOW SIGN COLOR S3 JUDGEMENT FREE ZONE - 181N NORTHEAST COLOR MANDATORY VERIFY SIGN COLOR W/ WALLPAPER / PAINT COLOR S4 BLACK CARD SPA - 121N NORTHEAST COLOR MANDATORY VERIFY SIGN COLOR W/ WALLPAPER / PAINT COLOR S5 FUNCTIONAL TRAINING - 181N NORTHEAST COLOR MANDATORY VERIFY SIGN COLOR W/ WALLPAPER / PAINT COLOR S6 HYDRATE! - 101N NORTHEAST COLOR MANDATORY BLUE SIGN COLOR S7 YOU BELONG! - 241N NORTHEAST COLOR OPTIONAL VERIFY SIGN COLOR W/ WALLPAPER / PAINT COLOR S8 CITY, STATE - 181N NORTHEAST COLOR OPTIONAL VERIFY SIGN COLOR W/ WALLPAPER / PAINT COLOR INTERIOR ELEVATIONS 1. ALL WALL GRAPHICS ARE SHOWN FOR INTENT, LOCATION & APPROXIMATE SCALE PURPOSES ONLY. FINAL SIZES, LOCATIONS, MOUNTING HEIGHTS, COLORS, ETC. TO BE FIELD VERIFIED W/ TENANT & COORDINATED W/ GRAPHICS SUPPLIER. 2. ALL PAINT COLORS AND WALLCOVERINGS TO BE REVIEWED AND APPROVED BY TENANT PRIOR TO INSTALL. 3. GC TO APPLY DECALS TO THE FRAMELESS GLASS SYSTEM - COLRD. W/ OWNER FOR SELECTED DECALS S3 EQ EQ A432 A432 WC-1B wca 3 wca PT-� A433 EQ EQ EQ>EQ EQEQ OPEN TO ❑ BEYOND CT-6 N J LSo L9 L9 m SS-1 OPEN TO OPEN TO m LL BEYOND 0 BEYOND T T T T T T T T T T T T T T O T -H -$ �t -t �t - �t - �t - �t - �t - �t - �t - �t - �t - VB -11 / PAINT BREAK 16'-0" 3.0. BULKHEAD 10'-0" T.O. WALL 4'-01, NISHED FLOOR 0° INT ELEV @ TV TRUSS SCALE: 1/4" = V-0" FIXTURES 16'-0" B.O. TV TRUSS 12' - 0' B.O. TELEVISIONS101-01, FINISHED FLOOR 0° ARCHITECTURE PLANNING INTERIORS GRAPHICS U) U W U Q 2948 SIDCO DR. NASHVILLE, TN 37204 615.244.8170 www.mjmarch.com Rc - eiEP MAHER S'An O WASHINGTON O HANA GROWTH PARTNERS 212 WEST PADON IA RD TIMONIUM, MD 21093 PLANET FITNESS - EDMONDS 22515 HIGHWAY 99 EDMONDS, WA 98026 SNOHOMISH COUNTY J Q W U) ry W z O PERMIT SET 03/06/24 MJM # 23450 W 0 NO. DESCRIPTION DATE 2 OWNER REQ. 04/24/24 UPDATES U) z O U) WWN I..V This drawing and the design shown is the property of the architect. The reproduction, copying or use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. INTERIOR ELFzLVbAtT6JNS May 09 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT W W A21 0 U) SIGNAGE SCHEDULE W PONY[ **COLOR LEGEND** — YELLOW SIGN ON BLACK BACKGROUND - BLACK, PURPLE OR YELLOW ON WHITE BACKGROUND = 3.5 3.8 BLACK, PURPLE OR SILVER SIGN ON YELLOW BACKGROUND - YELLOW OR SILVER SIGN ON PURPLE BACKGROUND U E.6 MARK I DESCRIPTION MANUFACTURER REQUIREMENTS COMMENTS 0� PT-9 — DISPLAY GRAPHICS Q PT-9 S1 = NO CRITICS - 301N NORTHEAST COLOR MANDATORY YELLOW SIGN COLOR PT-1 _ _ FIXTURES____/_PAINT_ _BRE_AK PT 1 0 FIXTURES _ /_PAINT _BREAK S3 JUDGEMENT FREE ZONE - 181N NORTHEAST COLOR MANDATORY VERIFY SIGN COLOR W/ WALLPAPER / PAINT COLOR ARCHITECTURE 2948 SIDCO DR. 16 - 0'� 16 - 0" S4 BLACK CARD SPA - 121N NORTHEAST COLOR MANDATORY VERIFY SIGN COLOR W/ WALLPAPER / PAINT COLOR PLANNING NASHVILLE, TN 37204 S5 FUNCTIONAL TRAINING - 181N NORTHEAST COLOR MANDATORY VERIFY SIGN COLOR W/ WALLPAPER / PAINT COLOR INTERIORS 615.244.8170 S6 HYDRATE! - 101N NORTHEAST COLOR MANDATORY BLUE SIGN COLOR www.mjmarch.com GRAPHICS we-a6 S7 YOU BELONG! - 241N NORTHEAST COLOR OPTIONAL VERIFY SIGN COLOR W/ WALLPAPER / PAINT COLOR S8 CITY, STATE - 181N NORTHEAST COLOR OPTIONAL VERIFY SIGN COLOR W/ WALLPAPER / PAINT COLOR B.O. BULKHEAD B.O. BULKHEAD wC-a6 10' - 0" 10' - 0" OPEN TO BEYOND SS-1 T.O. WALL - - - - - T.O. WALL - - - - - MT-1- -tom fi - -tt fi - -tom fi - -tom fi - - 4 _0 t + t + t 4 _0 INTERIOR ELEVATIONS l T- T 0362 , Tt* _� R �+ t -I - t -I - t -I - �+ �+ I-F - VB_1 I� - FLOOR _ _FINISHED___ _ _ 0 — — — FLOOR _ _FINISHED___ _ _ 0 1. ALL WALL GRAPHICS ARE SHOWN FOR INTENT, LOCATION & APPROXIMATE SCALE PURPOSES ONLY. FINAL SIZES, LOCATIONS, MOUNTING HEIGHTS, COLORS, ETC. TO BE FIELD VERIFIED W/ TENANT & COORDINATED W/ GRAPHICS SUPPLIER. ff"M MAHER J INT ELEV STRETCH & MOBILITY 2 INT ELEV STRETCH & MOBILITY 2.ALL PAINT COLORS rir o wASHIPtflT011 Q 2 NTAND RWALOINSTAINGSTOBEREVIEWEDAND APPROVED BY TENANT PRIOR TO INSTALL. W SCALE: 3/16" = 1'-0" SCALE: 3/16" = 1'-0" 3. GC TO APPLY DECALS TO THE FRAMELESS GLASS SYSTEM - COORD. W/ OWNER FOR SELECTED DECALS 3.8 3.5 ' — -- E.6 PT-1 PT-1 FIXTURES / PAINT BREAK FIXTURES / PAINT BREAK 16'-0" 16'-0" PT-9 W C-4B WC-aA z EQ 8' - 0" EQ Q /// J -T' fi -t+ -T' fi -t+ -T' fi -t fi -T' fi - -T' fi -t+ -T' fi -t+ T' fi -$+ fi ' fi -$+ _- // �/ fi t - MT-1 t- U) TTTTTTT TTTTT- - TT T - T z fi -$+ fi -$ F fi t I 1 -t+ fi -$+ f +F -F _ I VB-1 t I 1+- t i 1 -t � fi-+ + t 'gyp t -t+' t -�F - t- VB-1 -$I O - - FINISHED FLOOR iv - FINISHED FLOOR V 0" 0" 2 INT ELEV @ STRETCH & MOBILITY 4 INT ELEV @ STRETCH & MOBILITY �- SCALE: 3/16" = 1'-0" SCALE: 3/16" = 1'-0" 2 3 F.6 F.5 F.3 F E.6 • PT-9 • PT-1 7 PT-1 I I I I I PT_, I I FIXTURES / PAINT BREAK ————-16'-0" FIXTURES / PAINT BREAK ----—-16_01 OHANA GROWTH wc�6 W C-4B PARTNERS B.O. BULKHEAD j, B.O. BULKHEAD W 10'-0" lol- 01.191, PT PT 7 212 WEST PADON IA RD. z TIMONIUM, MD 21093 OPEN TO ' PT-8 PT-8 O - BEYOND + - t T.O. WALL - - - - - - 4 _0 i t t + t _+ t _+, t _+ t _'t _+ t fi + fi _+ fi t* 1-� t-* ?I t t- t* t_ - - - - T.O. WALL 4' _ 0� - - - t MT-1 +, t _'t t* _+, t _'t +, t t* t* _'t _+, t _'t _+, t t* t* - - - - MT 1 O - -- T -- T T T T - T T T T T _F T - T T T MT 1 T T T T -t�'t - VB-1 t I— -t�'t -t�'t I— -t�'t-t�'t't I— I I— -t+'t -t�'t -t�'t -t�'t I— I I— I I— I— I - � VB-1 � \ t - t - I fi -$F -$+Ifi -It -$+I VB-1 t -$+Ifi -It -$+Ifi -$+ I I I I I I — - - FINISHED FLOOR - I _ _ I - - FINISHED FLOOR 0" 0" 2 ELEV @ FUNCTIONAL TRAINING IN ELEV FUNCTIONAL TRAINING IINT 6 SCALE: 3/16" = 1'-0" SCALE: 3/16" = V-0" N PLANET ry 3 2 E.6 ' F i F.5 F.6 FITNESS — I CIO EDMONDS PT 9 z C - 4�F77 Q 0 PT-9 O :7::::: E PT-1 PT 1 W I FIXTURES PAINT BREAK PT FIXTURES / PAINT BREAK 16'-0" 16'-0" 22515 HIGHWAY 99 Q O EDMONDS, WA 98026 U O Oi 0 Ln SNOHOMISH COUNTY J M W C-aA W C aA N WC-4A 3' - 6° 0 It PT-7 8' - 0" 6' - 1 1/2" OPEN To PT-7 It SET O BEYOND EQ501 W PT_8 03/06/24 LL- PT-8 I!Z T.O. WALL Q _ -Ti_ ____________ _ MJM #23450 0 128 t t �t t t t 4- 0 121 t t co _ I' I � I I MT-1 _ I 7_*� � T �� T A T O � T T T � T T T T - - t - - t VB_1 0 fi - �fi - VB-1 � - If t -} T -} �+ 4+�fi -$+ fi + - -$+ If -$+ fi -$+ - 4+ fi - fi -$+ fi - fi - v6-1 NO. DESCRIPTION DATE O — — — — N 1 — — — — — — = FINISHED FLOOR — _ — — — — FINISHED FLOOR 2 OWNER REQ. 04/24/24 -------- — —� — — — — — —� UPDATES W 2 Cn INT ELEV FUNCTIONAL TRAINING t[�IINT ELEV FUNCTIONAL TRAINING z O SCALE: 3/16" = 1'-0" SCALE: 3/16" = 1'-0" 0 O Ln co U) co N L > W F.3 3.5 �F.3 j 3.5 F.6 F.5 F.5 F.6 U \ - - - - CEILING - - - - CEILING+ - - - - CEILING �, / - - - - CEILING - - - - CEILING CEILING CEILING CEILING p 8' - 0' 8' - 0' 8' - 0' 8' - 0' 8' 0" 8'- 0" 8'- 0" 8' - 0" a PT-1 PT-7 PT-1 PT-1 PT 7 PT_f I I PT-1 PT-1 This drawing and the design shown is the property of the PT-1 0 0 architect. The reproduction, copying or use of this IqPT-8 PT-8 drawing without their written consent is prohibited and any Q - - - - - - - 0 0 infringement will be subject to legal action. Z t �Ifi fi fi -+ - t- It - - 0 0 0 0 0 0 1 0 0 I o kl� 1I_ ' _�__�T-1 ' I I � ��MT1_ _ _ _ INTERIOR T T�TT T T- T- T T MT-1 T T 23T - T 0 0 fi - vB=, - - t -' - -' v6-1 Lv6-1 - fi -: - t- v6 , �B 1 t t - - v6-, -11>I I - �B fi -$+ fi+ fi �; If E L�� V N S Q FINISHED FLOOR FINISHED FLOOR FINISHED FLOOR FINISHED FLOOR FINISHED FLOOR FINISHED FLOOR - - - - - - FINISHED FLOOR - FINISHED FLOOR - - - - - -� - - - - - -� - - - - - -0 - - - - - -0 - - - - - -� - - - - - -0 0 0 May 09 2024 M CITY OF EDMONDS ED DEVELOPMENT SERVICES 00 INT ELEV OFFICE INT ELEV OFFICE INT ELEV OFFICE INT ELEV @ OFFICE INT ELEV BREAK ROOM IN ELEV BREAK ROOM IN ELEV BREAK ROOM IN ELEV BREAK ROOM DEPARTMENT W . 9 10 11 F12 13 ::,]-15 16 O SCALE: 3/16" = 1'-0" SCALE: 3/16" = 1'-0" SCALE: 3/16" = 1'-0" SCALE: 3/16" = 1'-0" SCALE: 3/16" = 1'-0" SCALE: 3/16" = 1'-0" SCALE: 3/16" = 1'-0" SCALE: 3/16" = 1'-0" w OA21 1 O i vJ EXTERIOR FINISH SCHEDULE MARK DESCRIPTION MANUFACTURER MODEL COMMENTS EIFS-1 EIFS DRYVIT OR EQUAL OUTSULATION MATCH SHERWIN WILLIAMS SW7037 "BALANCED BEIGE"; FINISH: SANDPEBBLE DPR XPT-1 WALL PAINT SHERWIN WILLIAMS SW7037'BALANCED BEIGE' EXTERIOR PAINT XPT-2 WALL PAINT SHERWIN WILLIAMS SW7039'VIRTUAL TAUPE' EXTERIOR PAINT EXT ELEV a ENTRY SCALE: 1/4" = V-0" EXTERIOR ELEVATIONS 1. ALL WALL GRAPHICS ARE SHOWN FOR INTENT, LOCATION & APPROXIMATE SCALE PURPOSES ONLY. FINAL SIZES, LOCATIONS, MOUNTING HEIGHTS, COLORS, ETC. TO BE FIELD VERIFIED W/ TENANT & COORDINATED W/ GRAPHICS SUPPLIER. 2. ALL PAINT COLORS TO BE REVIEWED AND APPROVED BY TENANT PRIOR TO INSTALL. ARCHITECTURE PLANNING INTERIORS GRAPHICS O HANA GROWTH PARTNERS U) U W U Q 2948 SIDCO DR. NASHVILLE, TN 37204 615.244.8170 www.mjmarch.com 212 WEST PADON IA RD TIMONIUM, MD 21093 PLANET FITNESS - EDMONDS 22515 HIGHWAY 99 EDMONDS, WA 98026 SNOHOMISH COUNTY H z Q F— J U) z O U W W z O PERMIT SET 03/06/24 MJM # 23450 W 0 NO. DESCRIPTION DATE U) z O U) W ry This drawing and the design shown is the property of the architect. The reproduction, copying or use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. EXTERIOR EIS-YON May 09 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT W W A31 0 X: U) N O >rI O E W I a C� O OI co N U It O LL. Q C O E W c6 C cc O O LO co N L c6 E U O O L 0_ It U) Q z O lie CID U (>3 m 0 O 55 2'-6" ENLARGED PLAN - RECEPTION DESK SCALE: 1/2" = V-0" SECTION a@ RECEPTION DESK - TIER SCALE: 3/4" = V-0" VB-1 H H EQ 3'-0" 1.1'-0"��T EQ500 T.O. SOFFIT 12'-0" EQ B.C. SOFFIT 100" V-0" I. T-0" z � SS-1 w J w PL-1 FINISHED FLOOR 0" INT ELEV @ RECEPTION DESK SCALE: 3/8" = 1'-0" OPEN TO BEYOND INT ELEV @ RECEPTION DESK SCALE: 3/8" = 1'-0" BO 481N DIA FIXTUR 11 = 4 1/2-1 BO 721N DIA FIXTURE 10 - 4 1/2" BO 48IN DIA R FIXTUE FIXTU E FINISHED FLOOR 0" 481N DIA FIXTURE 11' 4 1/2' 721N DIA FIXTUR 10, - 10 1/2" FINISHED FLOOR 0" INT ELEV @ RECEPTION DESK SCALE: 3/8" = 1'-0" T.O. SOFFIT 12'-0" B.O. SOFFIT 10'-0" FINISHED FLOOR 0" INT ELEV @ RECEPTION DESK SCALE: 3/8" = 1'-0" 2'-6" GRANITE COUNTERTOP 4" BLACK OR BRUSHED METAL WIRE PULLS (TYP.) ADJUSTABLE 3/4" BLACK PLASTIC LAMINATE SHELF BASE CABINET W/ BLACK PLASTIC LAMINATE, CONCEALED HINGES & LOCKS 6" VINYL BASE GROMMET - COORD. LOCATIONS W/ OWNERS DATA & ELECTRICAL CHASE (TYP.) BASE CABINET W/ WAINSCOT ON CUSTOMER SIDE 0 N 6" VINYL BASE ADA HEIGHT CABINET W/ DOOR SCALE: 1" = V-0" GRANITE COUNTERTOP SLIDING 3/4" PLY. WD. 7 BLACK PLASTIC LAMINATE 7 SHELF ON 22" HEAVY-DUTY OVER TRAVEL SLIDERS RATED FOR 200 LBS MIN. ACCURIDE 3640-22 OR EQUAL n ------------- U 4" BLACK OR BRUSHED METAL WIRE PULLS (TYP.)--- ADJUSTABLE 3/4" BLACK PLASTIC LAMINATE SHELF BASE CABINET W/ BLACK PLASTIC LAMINATE, CONCEALED HINGES & LOCKS 6" VINYL BASE 2'-8" 1' - 8" 4" I. 8" NON -FITNESS EQUIPMENT SCHEDULE MARK DESCRIPTION MANUFACTURER MODEL COMMENTS DISPLAY GRAPHICS EQ200 RECESSED "MISSION STATEMENT" SIGN - 96X961N NORTHEAST COLOR PF1225 EQ201 481N PLANET FITNESS LOGO NORTHEAST COLOR - - EQ202 LUNK ALARM NORTHEAST COLOR PF6300 - EQ203 PF BRANDED DIGITAL CLOCK - 461N NORTHEAST COLOR - - EQ300 BEVERAGE COOLER - 2 DOOR ITRUE I GDM-49-LD - EQ301 REFRIGERATOR - - - RECEPTION DESK EQ400 COMPUTER TWIN OAKS - - EQ401 MUSIC SYSTEM ADIRONDACK - - EQ402 PHONE SYSTEM PANASONIC KX-T7633 EQ403 PRINTER - - - TV EQ500 FLAT SCREEN TV - 701N LG 70LM6200 RECEPTION DESK EQ501 FLAT SCREEN TV - 651N LG 65LM6200 TV TRUSS & FUNCTIONAL TRAINING EQ502 FLAT SCREEN TV - 551N LG 55LM6200 BCS MASSAGE EQ503 FLAT SCREEN TV - 431N LG 43LM6200 LOCKER ROOM EQ504 FLAT SCREEN TV - 241N LG 24 LM6200 RECEPTION DESK 2'-8" 1' - 8" 4" 8" GRANITE COUNTERTOP 4" BLACK OR BRUSHED METAL WIRE PULLS (TYP.) ADJUSTABLE 3/4" BLACK PLASTIC LAMINATE SHELF BASE CABINET W/ BLACK PLASTIC LAMINATE, CONCEALED HINGES & LOCKS 6" VINYL BASE TYP. TIER CABINET W/ DOOR SCALE: 1" = V-0" 2' 8" 1' - 8" 4" 8" GROMMET-COORD. LOCATIONS W/ OWNERS DATA & ELECTRICAL CHASE (TYP.) BASE CABINET W/ WAINSCOT ON CUSTOMER SIDE M N ih 6" VINYL BASE GRANITE COUNTERTOP GROMMET - COORD. GROMMET-COORD. LOCATIONS W/ LOCATIONS W/ OWNERS LF OWNERS DATA & ELECTRICAL DATA & ELECTRICAL CHASE (TYP.) ° ° CHASE (TYP.) BASE CABINET W/ ° ° BASE CABINET W/ WAINSCOT ON WAINSCOT ON CUSTOMER SIDE CUSTOMER SIDE 00 ° ° ao ADJUSTABLE 3/4" ° ° �1) ° `" BLACK PLASTIC C' M LAMINATE SHELF BASE CABINET W/ BLACK PLASTIC LAMINATE- 6" VINYL BASE 6" VINYL BASE1:_�_�6" VINYL BASE TYP. TIER CABINET W/ DRAWER SCALE: 1" = V-0" TYP. TIER OPEN CABINET SCALE: 1" = V-0" U W \4 PON Q ARCHITECTURE 2948 SIDCO DR. PLANNING NASHVILLE, TN 37204 INTERIORS 615.244.8170 GRAPHICS www.mjmarch.com 9362 - H C ffm F MAHM VAM O WASHINOTON O HANA GROWTH PARTNERS 212 WEST PADONIA RD TIMONIUM, MD 21093 PLANET FITNESS - EDMONDS 22515 HIGHWAY 99 EDMONDS, WA 98026 SNOHOMISH COUNTY ry W z O PERMIT SET 03/06/24 MJM # 23450 W 0 NO. DESCRIPTION DATE 2 OWNER REQ. 04/24/24 UPDATES This drawing and the design shown is the property of the architect. The reproduction, copying or use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. ENLARGED VC ELEVATIONS - REITOO T NTVI EION A41 0 z O U) W W W U) N > 0) rI Q C O E W a_ I CD O of LO NT N U) U O LL In >Q O E W cv O O L0 't M N L U) M E U 0) O I..L Q Z 0 4- U 03 m L0 CD r O CD CD 30' - 0" 15' - 1 3/4" 4 7/8" 13' - 4 3/4" 1' - 0 5/8" �' EQ103 I I TANNING 105 12 11 A420 13 10 ' / 19 / C EQ106 L_ / 8 \ 1 MASSAGE 7 s9 104 - C EQ106 L rz 105 iz: _ 6 - 0 5 CLEAR 4 A420 2 BC SPA \ FUTURE 103 \ 103 ' CD 106 3 M 5' - 4 5/8" 11' - 6 1 /2" / 4 7/8" 2'- 10 1 /2" 0 B 22 / 19 22 bo i� co -- 19 A410 HYBRID ----107 U9:�o ' EQ101 � I Lo I oo - - — izz � v 19 � TANNING \ 108 108 \ 0 f v OPEN TO BEYOND 103 � 4- �4- INT ELEV aBC SPA SCALE: 1/4" = V-0" HYDRO <° EQ104 19 II �� /\ 18 A420 20 II �J I 7 II iin ' N 21 ao � Ilp v 21IV II I / U -----C7 -- -- ---- J I II II v / 21 -- 21 ao --� 19 \ 109 00 \ O � EQ106 , TANNING 1os I - I _ 19 17 \ BEAUTY v 102 16 A420 14 1 110 21 / --- 21---15 / EQ103 OFFICE 102 I I I I I I I I ALIGN WALL W/ EXISTING BUMP -OUT II r I h ol 10' - 0" 4 7/8" 10'- 0 7/8" 4 7/8" 9' - 1 1/2" ot ol 30' - 0" n ENLARGED PLAN - BC SPA SCALE: 1/4" = V-0" CEILING 9' - 6° PT-4 PAINT BREAK $ =6* - FINISHED FLOOR - 0" :10E:T ELEV BEAUTY 1/4" = V-0" INT ELEV @ HYDRO SCALE: 1/4" = V-0" 0 0 CEILING 9'-6" PAINT BREAK 8'-6" FRP-1 FRP-1 1' - 0, SEE MNFR CUT SHEETS FOR POWER & DATA REQUIREMENTS 21 21 0 VB-1 VB-1 DODO � CEILING 9'-6" WC-1B BO BULKHEAD 8'-0" W C-1 B PT-7 WC-1B PT-8 LOPEN TO \ o BEYOND14- �a —MT-1 - II It -- It - Cs� 110 - MT1 T T T T T T V13-1 VB-1 - II -+ It -� II -� II -� It FINISHED FLOOR 0" AJ INT ELEV @ BC SPA SCALE: 1/4" = V-0" WC-1B PT-7 PT-7 PT-7 PT-7 WC-1B V � 'a NiT-1 (al al at�'t$-� � It-_It MT-1 — INT ELEV @ BC SPA SCALE: 1/4" = V-0" WC-1B OPEN TO BEYOND— MT-1 VB 1 6 INT ELEV @ MASSAGE SCALE: 114" = V-0" CEILING 9'-6" BO BULKHEAD - 8'-0" - 11 PT-3 II PT-7 FRP-1 PT-8 f 19 � yi VB_1 �I INT ELEV @ TAN/HYBRID SCALE: 1/4" = V-0" CEILING 9'-6" PAINT BREAK 8' - 6.' EQ EQ 8 3/4" 2' - 8 3/4" L25 L25 2 d - - 4� - A112 VB-1 t Jl s - I `�__- CEILING CEILING 9' - 6", BLACK CARD SPA EQUIPMENT MARK DESCRIPTION MANUFACTURER MODEL COMMENTS ERGOLINE EQ100 UPRIGHT TANNING BED & FAN ERGOLINE SUNRISE 6200 MIN. RM SIZE TXT EQ101 HYBRID UPRIGHT TANNING BED ERGOLINE SUNRISE 7200 HL MIN. RM SIZE TXT EQ102 BEAUTY ANGEL ERGOLINE BEAUTY ANGEL 7200 MIN. RM SIZE 7'X7' EQ103 HYBRID TANNING BED ERGOLINE PLANET FITNESS 42/4 HL MIN. RM SIZE 8'X9' HYDRO MASSAGE EQ104 1 MASSAGE LOUNGER HYDRO MASSAGE 440X/45OX SERIES MIN. RM SIZE 10'X12' FINISHED FLOOR 0„ SMARTE CARTE EQ106 MASSAGE CHAIRS SMARTE CARTE 3036 MIN. RM SIZE 8'X10' CEILING - BO BULKHEAD 8' - U. WC-1B PT-8 \ / � OPEN TO BEYOND - - T MT-1 FINISHED FLOOR L - FINISHED FLOOR 0 0 CEILING - 9' - 6" SCONCES / TELEVISIONS 6'-6" FINISHED FLOOR - FINISHED FLOOR INT ELEV @ BC SPA SCALE: 1/4" = V-0" WC-1B MT-1 VB-1 0" 0° INT ELEV @ MASSAGE 8 IN ELEV @MASSAGE 7 E SCALE: 1/4" = V-0" SCALE: 1/4" = V-0" CEILING 9'-6" PAINT BREAK 8' 6" PT-3 FRP-1 SEE MNFR CUT SHEETS FOR POWER & DATA REQUIREMENTS �, C0000� CEILING - 9'-6" PAINT BREAK 8'-6„ FINISHED FLOOR a I FINISHED FLOOR 0" 0" 11 INT ELEV @ TAN/HYBRID SCALE: 1/4" = V-0" CEILING - 9'-6" PAINT BREAK FINISHED FLOOR FINISHED FLOOR �� \ FINISHED FLOOR 0" 0" 0" 15 INT ELEV BEAUTY 16 INT ELEV BEAUTY 17 INT ELEV BEAUTY SCALE: 1/4" = V-0" SCALE: 1/4" = 1'-0" SCALE: 1/4" = V-0" - - CEILING 9' - 6" BO BULKHEAD 8'-0" CEILING 9'-6" i MT-1 6 T T - - + - + - - VB-1 FINISHED FLOO(P- oll FINISHED FLOOR p„ 19 INT ELEV HYDRO SCALE: 1/4" = V-0" 2'-0" 9'-6" 3'-93/4" 9'-6" 2'_0" L16 ol 4'-4" O WC-1B 4'-10" L16 O L16 O 8'-53/4" 4'-10" L16 - - 4'-4" - T C) 21 - T 21 MT-1 - T 21 T�j T fi 21 1 T -o t L T -SEE MNFR CUT SHEETS FOR POWER & DATA REQUIREMENTS INT ELEV @ HYDRO SCALE: 1/4" = V-0" - CEILING 9'-6" SCONCES 6'-6" FINISHED FLOOR 0" 21 INT ELEV HYDRO SCALE: 1/4" = V-0" INT ELEV @ TAN/HYBRID SCALE: 1/4" = V-0" CEILING 9'-6" FINISHED FLOOR 0" CEILING 9' - 6" FINISHED FLOOR we-s SEE MNFR CUT SHEETS FOR POWER & DATA REQUIREMENTS- MT-1 _ T T T -rt CEILING FINISHED FLOOR 9 INT ELEV MASS SCALE: 1/4" = V-0" - C ---ILIN 9'-6 PAINT BREAK 8'-6„ PT-3 1'-0" 4'-0" FRP-1 21 21 0 � o 'v v6-1 CEILING - 9'-6" PAINT BREAK ems'-s"� FINISHED FLOOR FINISHED FLOOR 0" 0" 13 INT ELEV TAN/HYBRID SCALE: 1/4" = V-0" _] U) U W 2 U Q ARCHITECTURE 2948 SIDCO DR. PLANNING NASHVILLE, TN 37204 INTERIORS 615.244.8170 GRAPHICS wm.mjmarch.com A�beA O HANA GROWTH PARTNERS 212 WEST PADON IA RD TIMONIUM, MD 21093 PLANET FITNESS - EDMONDS 22515 HIGHWAY 99 EDMONDS, WA 98026 SNOHOMISH COUNTY PERMIT SET 03/06/24 MJM # 23450 NO. DESCRIPTION DATE 2 OWNER REQ. 04/24/24 UPDATES 0. W z O Cn z O U) Wr' I..V This drawing and the design shown is the property of the architect. The reproduction, copying or use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. ENLARGED RM & ELEVAT120NS - �TYEJ 81bDED I W A420W �2 VJ 7 A430 7 0 30 Ju - 4 -1/4 - 6 5/8", 12' - 8 1/4" 7 1/4" 15' - 6 1/8" E N n L 1? 6' 1 1/8" 0) Cl) 01 6-6" I 0 � o 0 ib m N MENSLOCKERS 00 115 ap M M 'v 00 II T- 1 1 /4" M n o Q II bo Cl) zo U M -°_ 5' - 0" CLEAR 8'- 0 1/8" Co 'v C� W . M N M W U Co MENS SHOWERS X. 116 It W co O O a M W - 0 in o W 1'- 4 5/8" bo in `'' o n Sit - a Eo W D - N - c 00 N LID rn a CD M co N L 5' - 3 1/2" WH UTILITY o bo bo n n to N o v -ano 5' - 3 1/2" i pp �, N Wfi \ 114 O n N , / A n M O Ln i i n zo N O , dd W _ \ OCID LID M \ W 7 W - 0 Wfo WOMENS SHOWERS ih _ \ 113 W b W ao n N O \ � M W W _ 00 r; a 3' - 1 1/4" 5' - 0" CLEAR 6'- 11 1/2" T _ ih o Q M J co M v a T- 1 1 /4" C C° 4 ih n z00 N WOMENS LOCKERS M 11z 0 0 O O N LID —I — 2'-6' 00 z T - 4 1/4" 2'- 10 3/8" g I rn 6' 6" u \ m01 6'- 1 1/8" 00 N O LID 6 5/8", 12' - 8 1/4" 14' - 5 1/2" 1'- 0 5/8' 14' - 2 7/8" 7 1 /4" 15' - 6 1/8" _U ADA COMPLIANT _ FOLDING SHOWER SEAT 0 0 a a a a 0 0 - _ fN -PROVIDE ADDITIONAL SUPPORT WITHIN PARTITIONS AS REQUIRED PER MANUFACTURERS It - SPECIFICATIONS FOR ALL ACCESSORIES— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — U F3 PLAN DETAIL a@ ROLL -IN SHOWER SCALE: 1" = V-0" 3' - t)" 'o 0 0 w w iu w 0 0 r 30' - 4 1/4" ENLARGED PLAN - LOCKER ROOMS 2 ENLARGED PLAN - LOCKER ROOMS (DIM) T PLAN DETAIL @ TYP. SHOWER SCALE: 1/4" = V-0" SCALE: 1/4" = V-0" SCALE: 1" = V-0" WAINSCOT & TRIM 5/8" GWB ON METE STUD WALL (TYP.) 1/2" SCHLUTER KE BOARD W/ WALL T METAL STUD WALI SCHLUTER -RONE "BRUSHED ALUMINUM" TILE - WAINSCOT TRANSITION SCALE: 3" = V-0" 1/2" SCHLUTER KERDI- BOARD W/ WALL TILE ON METAL STUD WALL (TYP.) ; SCHLUTER-RONDEC "BRUSHED ALUMINUM" TILE - OUTSIDE CORNER SCALE: 3" = V-0" CORNER GUARD (TYP. HIGH TRAFF AREAS) 8 EA430 5/8" GYP. BD. ON 3-5/8" MTL. STUD 5/8" GYP. BD. ON E MTL. STUDS @ 16 O.C. FILL W/ SOUP BATT INSULATION ENLARGED PLAN DETAIL SCALE: 1 1/2" = V-0" 3/4" RADIUS BULLNOSE CORNER BEAD AT ALL OUTSIDE CORNERS VINYL & RUBBER BASES TO FOLLOW WALL RADIUS. AT HARD BASE OR WAINSCOT MATERIALS (FRP, METAL, WOOD, ETC.) PROVIDE BULLNOSE TO 90 TRANSITION CAP AT TOP OF BASE / WAINSCOT. CLARK- DIETRICH M859 OR EQUAL. RADIUS CORNER DETAIL SCALE: 3" = V-0" GENERAL NOTES 1. ACCESSIBLE LOCKERS - PROVIDE AT LEAST 5% BUT NOT LESS THAN ONE LOCKER MIN. PER ACCESSIBILITY CODE. 2. INSULATE EXPOSED HOT & COLD WATER PIPING AND WASTE PIPING. 3. GC TO PROVIDE AND INSTALL SOLID BLOCKING AT ALL WALL MOUNTED FIXTURES (TYP.) TILE NOTE 1. GC TO PROVIDE & INSTALL SCHLUTER RON DEC TRIM AT ALL OUTSIDE CORNERS - BRUSHED ALUMINUM FINISH. MATCH TILE THICKNESS TYP. 2. PROVIDE SCHLUTER-KERDI (OR APPROVED EQUAL) WATERPROOF MEMBRANE AND VAPOR RETARDER UNDER ALL FLOOR AND WALL TILE AT SHOWERS. INSTALL IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. SCHULTER-KERDI LINE (OR APPROVED EQUAL) LINEAR DRAIN & GRATE, COORDINATE WITH PLUMBING DRAWINGS NON -SLIP CERAMIC FLOOR TILE SET WITH THINSET ADHESIVE. SLOPE TO LINEAR DRAIN AS NECESSARY. SCHLUTER-KERDI (OR APPROVED EQUAL) WATERPROOF MEMBRANE AND VAPOR RETARDER UNDER ALL FLOOR AND WALL TILE AT SHOWERS. INSTALL IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. SHOWER ROD & CURTAIN (OVERHEAD) SCHULTER-KERDI LINE (OR APPROVED EQUAL) LINEAR DRAIN & GRATE, COORDINATE WITH PLUMBING DRAWINGS NON -SLIP CERAMIC FLOOR TILE SET WITH THINSET ADHESIVE. SLOPE TO LINEAR DRAIN AS NECESSARY. SCHLUTER-KERDI (OR APPROVED EQUAL) WATERPROOF MEMBRANE AND VAPOR RETARDER UNDER ALL FLOOR AND WALL TILE AT SHOWERS. INSTALL IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. SHOWER ROD & CURTAIN (OVERHEAD) ARCHITECTURE PLANNING INTERIORS GRAPHICS JIM O HANA GROWTH PARTNERS 2948 SIDCO DR. NASHVILLE, TN 37204 615.244.8170 www.mjmarch.com 212 WEST PADON IA RD TIMONIUM, MD 21093 PLANET FITNESS - EDMONDS 22515 HIGHWAY 99 EDMONDS, WA 98026 SNOHOMISH COUNTY J Q W U) W z O PERMIT SET 03/06/24 MJM # 23450 W 0 NO. DESCRIPTION DATE U) z O U) W This drawing and the design shown is the property of the architect. The reproduction, copying or use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. ENLARGED RIN +& DEiTAiL4J LWke - SDE W W A430 X: U) z LLI UI Q O E LU I n (D O I 0 LO M N U) O O Q uS c O E LLl co c M O O cY) N N U) M E U N O L n Q z 0 CID U m 0 O O CEILING 9'-6" NrC_7 _ BO BULKHEAD 8'-0" OPEN TO BEYOND FINISHED FLOOR 0" INT ELEV @ LOCKER ENTRY SCALE: 1/4" = V-0" W C-1 B MT-1 OPEN TO we-1B BEYOND 7 MT-1 _7 — T V13-1 INT ELEV @ LOCKER ROOM SCALE: 1/4" = V-0" INT ELEV @ SHOWERS SCALE: 1/4" = V-0" INT ELEV @ LOCKER ENTRY SCALE: 1/4" = V-0" CEILING 9'-6" BO BULKHEAD 8'-6" FINISHED FLOOR 0" INT ELEV @ SHOWERS - WOMEN SCALE: 1/4" = V-0" — CEILING / TO WALL 9'-6" BO BULKHEAD 8'-0" FINISHED FLOOR 0" INT ELEV a@ LOCKER ROOM SCALE: 1/4" = V-0" CEILING 9'-6" FINISHED FLOOR 0" INT ELEV @ LOCKER ENTRY SCALE: 1/4" = V-0" CEILING 8'-6" co 0 10 FINISHED FLOOR 0" CEILING 8'-6" BO SOFFIT 8'-0" 0 FINISHED FLOOR 0" CEILING 9' 6" FINISHED FLOOR 0" � WC-7 WC-5 —OPEN TO BEYOND MT-1_ MT-1 _ T T T T + i ,- + i -- ice- i VB-1 1 1 VB-1 t INT ELEV @ LOCKER ENTRY SCALE: 1/4" = V-0" INT ELEV @ LOCKER ROOM SCALE: 1/4" = V-0" CEILING 8'-6" CD 0 EO FINISHED FLOOR 0" 10[SCALE: T ELEV SHOWERS 1/4" = 1'-0" INT ELEV @ SHOWERS - MEN SCALE: 1/4" = V-0" SCALE: 1/4" = V-0" CEILING 8'-6" 0 7INISHED FLOOR 0" CEILING 9'-6" BO BULKHEAD 8'-6" FINISHED FLOOR 0" CEILING 9'-6" FINISHED FLOOR 0" 3 WC-1B A432 0 0 0 0 0 0 0 0 0 0 0 0 VB-1 CEILING wC-1B 9' - 6" BO BULKHEAD WC-1B 2 `WC-1B----------------8'_6" A433 WC-1B OPEN TO BEYOND � 77 1 � fik�_ SS-1 VB-1 1 V13-1 INT ELEV @ LOCKER ROOM SCALE: 1/4" = V-0" CEILING 8' - 6' 0 Lo FINISHED FLOOR 0" FINISHED FLOOR 0" TILE NOTE 1. GC TO PROVIDE & INSTALL SCHLUTER RONDEC TRIM AT ALL OUTSIDE CORNERS - BRUSHED ALUMINUM FINISH. MATCH TILE THICKNESS TYP. 2. PROVIDE SCHLUTER-KERDI (OR APPROVED EQUAL) WATERPROOF MEMBRANE AND VAPOR RETARDER UNDER ALL FLOOR AND WALL TILE AT SHOWERS. INSTALL IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. ARCHITECTURE PLANNING INTERIORS GRAPHICS 9362 STEPJfEP. MAI $TATE OF SHIN O HANA GROWTH PARTNERS U) U W U Q 2948 SIDCO DR. NASHVILLE, TN 37204 615.244.8170 www.mjmarch.com 212 WEST PADON IA RD TIMONIUM, MD 21093 PLANET FITNESS - EDMONDS 22515 HIGHWAY 99 EDMONDS, WA 98026 SNOHOMISH COUNTY W z O PERMIT SET 03/06/24 MJM # 23450 W 0 NO. DESCRIPTION DATE U) z O U) NW This drawing and the design shown is the property of the architect. The reproduction, copying or use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. INTERIOR ELFZLVbAtT6JNS May 09 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT W W A431 U) H Z LU ry UI U) O E LU I n CD O I O LO M N U) U NT O U_ Q uS c O E LLl (6 c co O O LO cY) N L N U) M E U N O n CO Q Z E O U m co 0 O O RECESSED CAN LIGHT - SEE ELEC. SUSPENDED ACOUSTICAL CEILING TILE. 6— + " VINYL BASE W/ WAINSCOT PANE BRACE TO STRUCTURE ABOVE - SEE FRAMING DETAILS FOR ADDITIONAL INFO. CEILING / T.O. WALL 9'-6" 5/8" GYP. BD. ON 3-5/8" MTL. STUDS @ 16" O.C. - _B.O. SOFFIT R8'-0" METAL CORNER BEAD AT EXPOSED CORNERS (TYP.) CORNER GUARD (TYP. HIGH TRAFFIC AREAS) EXISTING CONC. SLAB - SEE FLOOR FINISH PLAN FINISHED FLR &° a ° a ° 0' SECTION LOCKER ROOM ENTRY F1 SCALE: 3/4" = V-0" SCHULTER-KERDI DRAIN (OR APPROVED EQUAL), COORDINATE WITH PLUMBING DRAWINGS NON -SLIP CERAMIC FLOOR TILE SET WITH THINSET ADHESIVE ON 3/4" MUD BASE SLOPE: 1/4" PER FOOT SLOPE: 1/4" PER FOOT RECESSED CAN 5/8" GYP. BD. ON LIGHT- SEE ELEC. t' 3" TOP FINISH PANEL METAL STUD WALL (TYP.) FINISH PANELS BY CEILING LOCKER MANUF. —1/2" SCHLUTER KERDI- BOARD W/ WALL TILE ON no no METAL STUD WALL (TYP.) SCHLUTER-KERDI (OR APPROVED EQUAL) WATERPROOF MEMBRANE AND VAPOR RETARDER UNDER ALL FLOOR AND WALL TILE AT SHOWERS. INSTALL IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. SCHLUTER RECESSED I SHOWER NICHE 7 _ A432 6'-6" 6 NON -SLIP FLOOR TILE �32 IN SETTING BED ON NEW CONC. SLAB 8'-6" B.O. SOFFIT —8' _ 0" SUSPENDED ACOUSTICAL CEILING TILE (MOISTURE RESISTANT) FINISHED FLR 0,,. 2 SECTION @ ACCESSIBLE SHOWER SCALE: 3/4" = V-0" WATERPROOFING SEALANT PEA GRAVEL DRAINAGE MAT - CUT AROUND OUTER EGDE OF DRAIN FLANGE BODY ' MORTAR MUD BASE TO BE MIN. 3/4" THICK AT CONC. SLAB DRAIN FLANGE CONTINUOUS FLUID APPLIED DRAINAGE PIPE - SEE WATERPROOFING SYSTEM — PLUMBING FOR TO EXTEND OVER FLOOR ADDITIONAL INFO. DRAIN FLANGE IN SEAMLESS APPLICATION. FLOOR DRAIN SECTION SCALE: 3" = V-0" META AS SC CK�P►[i DRAIP SEE F FOR/ INFO. LINEAR DRAIN SECTION SCALE: 3" = V-0" EDGE OF SHOWER WALL SCHULTER-KERDI LINE (OR APPROVED EQUAL) LINEAR DRAIN & GRATE, COORDINATE WITH PLUMBING DRAWINGS NON -SLIP CERAMIC FLOOR TILE SET WITH THINSET ADHESIVE SCHLUTER-KERDI (OR APPROVED EQUAL) WATERPROOF MEMBRANE AND VAPOR RETARDER UNDER ALL FLOOR AND WALL TILE AT SHOWERS. INSTALL IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. I i DBL TIER LOCKER (ACCESSIBLE' SCALE: 1" = V-0" SHOWER NICHE AS SCHEDULED GC TO PROVIDE FRT WOOD BLOCKING AS REQUIRED SCHLUTER-RONDEC "BRUSHED ALUMINUM" 1/2" SCHLUTER KERDI- BOARD W/ WALL TILE ON METAL STUD WALL (TYP.) RECESSED SHOWER NICHE SCALE: 1 1/2" = V-0" FIVE TIER HEIGHT LOCKER BY LOCKER MANUFACTURER 3/4" FRT PLYWOOD SHEATHING (TYP.) 5/8" GYP. BD. ON METAL STUD WALL (TYP.) 6" VINYL BASE W/ WAINSCOT PANELABOVE ECESSED WALLET LOCKER :4: SCALE: 1" = V-0" MISC - LOCKER BENCH ADA SCALE: 3/4" = 1'-0" ARCHITECTURE PLANNING INTERIORS GRAPHICS 9362 STEP$E P. MIAI $TATE OF SHIN O HANA GROWTH PARTNERS U) U W 2 U Q 2948 SIDCO DR. NASHVILLE, TN 37204 615.244.8170 www.mjmarch.com 212 WEST PADON IA RD TIMONIUM, MD 21093 PLANET FITNESS - EDMONDS 22515 HIGHWAY 99 EDMONDS, WA 98026 SNOHOMISH COUNTY J Q W U) W Z O PERMIT SET 03/06/24 MJM # 23450 W 0 NO. DESCRIPTION DATE This drawing and the design shown is the property of the architect. The reproduction, copying or use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. DETAILS - LOCkM&OOM & SM OW4ERS CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A432 U) Z O W W W U) SINK SUPPORT SCALE: 1 1/2" = 1'-0" VANITY SUPPORT W/ CONCEALED BRACKET SCALE: 1 1/2" = 1'-0" FOUNTAIN SUPPORT DETAIL SCALE: 1 1/2" = 1'-0" ARCHITECTURE PLANNING INTERIORS GRAPHICS O HANA GROWTH PARTNERS U) U W 2 U ry Q 2948 SIDCO DR. NASHVILLE, TN 37204 615.244.8170 www.mjmarch.com 212 WEST PADON IA RD TIMONIUM, MD 21093 PLANET FITNESS - EDMONDS 22515 HIGHWAY 99 EDMONDS, WA 98026 SNOHOMISH COUNTY J Q W U) H z Q F- J U) z O U W W z O PERMIT SET 03/06/24 MJM # 23450 W 0 NO. DESCRIPTION DATE U) z O U) W ry This drawing and the design shown is the property of the architect. The reproduction, copying or use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. DETAILS - LOCkM&OOM & SMOW4ERS CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT w W A433 X: U) N (D rI U) O E LU /n V O� CD LO co N U) U CD LL n Q uS O E W (13 (13 L 6 LO NT N U) M E U N O ^L n N DOOR & FRAME SCHEDULE MARK LOCATION TYPE DOOR MATERIAL WIDTH HEIGHT THICK. DOORJAMB MATERIAL �JAMBTYPE DOOR HEAD MATERIAL HEAD TYPE H.WARE SET COMMENTS SIGNAGE 100 A VESTIBULE A ALUM./GLASS 6'- 0" T- 0" 1 3/4" ALUM. - ALUM. - 7 PROVIDE PANIC HARDWARE "EXIT" 101 2 A ALUM./GLASS 6'- 0" 7'- 0" 1 3/4" ALUM. - ALUM. - 7 PROVIDE PANIC HARDWARE "EXIT" 102 OFFICE SC 3'- 0" 7'- 0" 1 3/4" HM 4/A610 HM 2/A610 3 - "EMPLOYEES ONLY" 103 B ALUM./GLASS 6'- 0" 8'- 0" 1 3/4" - - - - 6 CONCEALED CLOSER / PIVOT HINGES - 105 TANNING C SC 3'- 0" 7'- 0" 1 3/4" HM 3/A610 HM 1/A610 1 - - 106 BC SPA C SC 3'- 0" T- 0" 1 3/4" HM 3/A610 HM 1/A610 1 - - 107 BC SPA C SC 3' - 0" T- 0" 1 3/4" HM 3/A610 HM 1/A610 1 - 108 BC SPA C SC 3' - 0" T- 0" 1 3/4" HM 3/A610 HM 1 /A610 1 - - 109 BC SPA C SC 3'- 0" 7'- 0" 1 3/4" HM 3/A610 HM 1/A610 1 - - 110 BC SPA C SC 3'- 0" T- 0" 1 3/4" HM 3/A610 HM 1/A610 1 - - 114 EXERCISE FLOOR C SC 3'- 0" T- 0" 1 3/4" HM 4/A610 HM 2/A610 3 - "EMPLOYEES ONLY" 117 2 - - 3'- 0" T- 0" 1 3/4" EXIST EXIST EXIST EXIST 8 EXISTING DOOR / FRAME TO REMAIN; PROVIDE PANIC HARDWARE "EXIT" 118 FUNCTIONAL TRAINING - 3'- 0" T- 0" 1 3/4" EXIST EXIST EXIST EXIST 8 EXISTING DOOR / FRAME TO REMAIN; PROVIDE PANIC HARDWARE "EXIT" 119 FUNCTIONAL TRAINING SC 3'- 0" T- 0" 1 3/4" HM 3/A610 HM 1/A610 3 - "EMPLOYEES ONLY" 121 - - 3'- 0" T- 0" 1 3/4" EXIST EXIST EXIST EXIST 2 EXISTING DOOR / FRAME TO REMAIN "EMPLOYEES ONLY" 122 BACKROOMS - - 3'- 0" T- 0" 1 3/4" EXIST EXIST EXIST EXIST 1 EXISTING DOOR / FRAME TO REMAIN - 123 BACKROOMS - - 3'- 0" T- 0" 1 3/4" EXIST EXIST EXIST EXIST 2 EXISTING DOOR / FRAME TO REMAIN - 124 BACKROOMS - - 3'- 0" T- 0" 1 3/4" EXIST EXIST EXIST EXIST 4 EXISTING DOOR / FRAME TO REMAIN - 125 BACKROOMS - - 3'- 0" T- 0" 1 3/4" EXIST EXIST EXIST EXIST 2 EXISTING DOOR / FRAME TO REMAIN - 126 CLOSET - - 3'- 0" T - 0" 1 3/4" EXIST EXIST EXIST EXIST 4 EXISTING DOOR / FRAME TO REMAIN - 127 BACKROOMS - - 3'- 0" T- 0" 1 3/4" EXIST EXIST EXIST EXIST 4 EXISTING DOOR / FRAME TO REMAIN - 128 STORAGE C SC 4'- 0" T- 0" 1 3/4" HM 4/A610 HM 2/A610 3 - "EMPLOYEES ONLY" 129A BACKROOMS - - 3'- 0" T- 0" 1 3/4" EXIST EXIST EXIST EXIST 8 EXISTING DOOR / FRAME TO REMAIN - 129B STORAGE - - 4'- 0" T- 0" 1 3/4" EXIST EXIST EXIST EXIST 8 EXISTING DOOR / FRAME TO REMAIN - 201 MEZZANINE - - 3'- 0" T - 0" 1 3/4" EXIST EXIST EXIST EXIST 4 EXISTING DOOR / FRAME TO REMAIN - 202 MEZZANINE - - 3'- 0" 7'- 0" 1 3/4" EXIST EXIST EXIST EXIST 4 EXISTING DOOR / FRAME TO REMAIN - 203 STORAGE - - 3'- 0" 7'- 0" 1 3/4" EXIST EXIST EXIST EXIST 4 EXISTING DOOR / FRAME TO REMAIN - DOOR HARDWARE SETS SET 1. INTERIOR DOOR (PRIVACY W/ INDICATOR) SET 6. FULL GLASS DOORS (BY GLASS DOOR MANUF.. 1 112 PAIR HINGES ECBB1100 HAGER 2 SETS CONCEALED 180 DEG. PIVOT HINGES 1 LATCHSET (PASSAGE) C510 DORMA CONCEALED CLOSERS IN TOP RAIL 1 DEADBOLT (INDICATOR) B571 SCHLAGE 10" ADA COMPLIANT BOTTOM RAIL 1 WALL STOP 236W HAGER NO LATCH 3 SILENCERS 307D (GRAY) HAGER 60" PULL BARS EACH SIDE (BACK TO BACK MOUNTING) ** GLASS DOOR & HARDWARE BY CR LAURENCE OR SET 2. INTERIOR DOOR (OFFICE, BREAKROOM) APPROVED EQ.** 1 112 PAIR HINGES ECBB1100 HAGER KEYPAD LOCK TRILOGY T2DL2700 SET 7. ENTRANCE DOORS (BY STOREFRONT MANUF.) GOKEYLESS 2 SETS OFFSET HINGES 1 WALL STOP 236W HAGER 2 PANIC EXIT DEVICES W/ CONCEALED VERTICAL ROD 3 SILENCERS 307D (GRAY) HAGER 2 DOOR PULLS 1 CLOSER 2721 TBGN YALE 2 DOOR CLOSERS 1THRESHOLD SET 3. INTERIOR DOOR (STORAGE, JANITOR, ELECTRICAL) 1 SET WEATHERSTRIPPING 1 1/2 PAIR HINGES ECBB1100 HAGER 2 DOOR BOTTOM SEALS KEYPAD LOCK TRILOGY T2DL2700 ** HARDWARE SUPPLIER TO PROVIDE MORTISE GOKEYLESS CYCLINDER KEYED TO BUILDING MASTER- 1 WALL STOP 236W HAGER 3 SILENCERS 307D (GRAY) HAGER SET 8. ENTRANCE / EXIT DOOR 1 CLOSER 2721 TBGN YALE 1 1/2 PAIR HINGES 1 INTERCONNECTED LOCKSET J210 LC HAGER SET 4. INTERIOR DOOR (PASSAGE) 1 DOOR CLOSER 2721 TBGN YALE 1 112 PAIR HINGES ECBB1100 HAGER 3 SILENCERS 307D (GRAY) HAGER 1 LATCHSET (PASSAGE) C510 DORMA 1 ADA THRESHOLD HAGER 1 WALL STOP 236W HAGER 1 SET WEATHERSTRIPPING HAGER 3 SILENCERS 307D (GRAY) HAGER 1 BOTTOM SEAL HAGER SET 5. FULL GLASS DOOR (BY GLASS DOOR MANUF.) NOT USED APPLIED WINDOW FILM - SEE STOREFRONT NOTE 8 SEE SCHED. SEE SCHED. SEE SCHED. %/ / \ O / O o o W U � o W U w a U W TEMPERED /" /" i GLAZING-..®/"�// O i- A DOOR LEGEND SCALE: 1/4" = V-0" /2" 5/8" GYPSUM BOARD ON 3-5 METAL STUD FRAMING PAINTED H.M. N FRAME & i DOOR - SEE F-: SCHEDULE 0 DOOR HEAD DETAIL SCALE: 1 1/2" = V-0" TEMPEI GLAZIN 0 /2" 5/8" GYPSUM BOARD ON 3- METAL STUD FRAMING PAINTED H.M. N FRAME & F -1 DOOR - SEE SCHEDULE = I o i I 2 DOOR HEAD DETAIL SCALE: 1 1/2" = V-0" 12' - 9 1/2" VIF EQ 2" EQ 2", EQ 2", EQ 2' 0 WINDOW LEGEND SCALE: 1/4" = V-0" DOOR NOTES 1. CONFIRM DOOR LOCKSET FUNCTIONS WITH OWNER. 2. ALL HARDWARE TO HAVE 626 (SATIN CHROME FINISH) UNLESS NOTED OTHERWISE. 3. ALL HARDWARE TO BE ADA COMPLIANT. 4. PROVIDE DOOR STOPS FOR ALL DOORS. 5. FOR EXISTING EXIT DOORS - SERVICE / REPLACE PANIC BARS, HINGES AND CLOSERS. NOTIFY OWNER OF ANY HARDWARE MALFUNCTION. 6. PROVIDE TWO KEYS FOR EACH LOCK. 7. PROVIDE TWO MASTER KEYS WHICH OPEN OFFICE AND JANITOR. 8. PROVIDE ADA COMPLIANT SIGNAGE 9. ALL INTERIOR WOOD DOORS TO BE ROTARY CUT BIRCH VENEER U.O.N. 10. EXIT DEVICES SHALL BE UL 305 PANIC LISTED EXIT DEVICES THAT OPEN UNDER SIMPLE PRESSURE IN COMPLIANCE WITH IBC 1010.1.9 AND NEC 110.26(C)(3) 11. DOORS THAT LEAD TO AREAS THAT MIGHT PROVE HAZARDOUS TO A PERSON WHO IS BLIND, SHALL BE MADE IDENTIFIABLE TO THE TOUCH BY TEXTURED SURFACE ON THE DOOR HANDLE, KNOB, PULL OR OTHER OPERATING HARDWARE. 12. ALL NEW DOORS MUST BE EQUIPPED WITH LEVER TYPE HANDLE. 5/8" GYPSUM BOARD ON 3-5/8" METAL STUD FRAMING N ADJUSTABLE JAMB ANCHOR 2" i. D.O. i PAINTED H.M. FRAME & DOOR - SEE SCHEDULE 3 DOOR JAMB DETAIL SCALE: 1 1/2" = V-0" 24' - 1" VIF 2", 5' - 8" 2" 6' - 0" 4 1/2" EQ 2", EQ�1 T�_ 11' - 6 1/2" EQ 2" EQ 2", EQ 2" N O O OT O O 8 (T) 0 STOREFRONT NOTES 1. ALUMINUM STOREFRONT MEMBERS TO BE KAWNEER TRIFABO VERSAGLAZEO 451T FRAMING SYSTEM OR APPROVED EQUAL. • NFRC CERTIFICATION (P-KAW-51194) *FINISH TO MATCH EXISTING SHOPPING CENTER STOREFRONT SYSTEM. GC TO FIELD VERIFY COLOR (BRONZE ANODIZED). 2. ALL EXTERIOR GLAZING TO BE VIRACON 1" INSULATING VRE1-4725 GLASS, OR APPROVED EQUAL. • U-VALUE = VERTICAL FENESTRATION = MAX 0.38 ENTRANCE DOORS = MAX 0.60 • SHGC (WEST WALL) PF = A/B = 13' - 2-1/4" / 10'- 6" =1.256 SHGC = MAX 0.61 • VISIBLE TRANSMITTANCE = 1.1 x SHGC .•. VT = MIN 0.67 (2018 WSEC_C 2ND PRINT: C402.4) *ALTERNATE GLAZING SHOULD MATCH COLOR OF SPECIFIED PRODUCT. 3. STOREFRONT DOORS TO BE KAWNEER 250T/35OT/500T INSULPOUR THERMAL ENTRANCES, OR APPROVED EQUAL. 4. ALL STOREFRONT ENTRANCE DOORS TO HAVE 10" BOTTOM STILE MIN. 5. ALL TEMPERED GLAZING INDICATED WITH A'T' 6. BLACK CARD SPA GLASS PARTITIONS TO BE FRAMELESS GLAZING. 7. GC TO PROVIDE / INSTALL OWNER -SELECTED FROSTED t DI AT D, IN O FIL T B 3M FA ARASHES - MILKY WHITE MILANO (SH2MAML). OWNER 5/8" GYPSUM BOARD ON 3-5/8" METAL STUD FRAMING-7 7� N 00 1 ADJUSTABLE JAMB ANCHOR D.O. L PAINTED H.M. FRAME & DOOR - SEE SCHEDULE :1DOOR JAMB DETAIL SCALE: 1 1/2" = 1'-0" ol 9'- 4 1/2" ol ol 13' - 0 3/4" 8'- 10 1/2" 11 4 1/2" 8'- 7 1/2" 4 1 " 4 1/2" 12' - 3 3/4" 4 1 " 4 1/2" 8'- 4" 2', EQ 2", 4. 1 EQ 2", EQ 2", EQ EQ 2" 6'- 0" 2" EQ N N N jj "v 'v 0 TEMPERED GLAZING TEMPERED GLAZING ON PANEL ON PANEL 4// ADJACENT TO DOOR %// ADJACENT TO DOOR - N CV N j// N j// j// 0 0 N 'v r` o 0 0 'v i �% 0 �� \ O ® O -N /0 \ / /4/ N O O N 01 1"x1-3/4" ALUMINUM CHANNEL FRAME ANCHORED QTO FLOOR & WALL 1/2" CLEAR TEMPERED GLASS W/ EASED EDGES & APPLIED WINDOW FILM - SEE STOREFRONT NOTE 8 IM ARCHITECTURE PLANNING INTERIORS GRAPHICS e ins c yr •.r..,........ O HANA GROWTH PARTNERS U) U W U Q 2948 SIDCO DR. NASHVILLE, TN 37204 615.244.8170 www.mjmarch.com 212 WEST PADON IA RD TIMONIUM, MD 21093 PLANET FITNESS - EDMONDS 22515 HIGHWAY 99 EDMONDS, WA 98026 SNOHOMISH COUNTY J Q W U) W z O PERMIT SET 03/06/24 MJM # 23450 W Q 0 NO. DESCRIPTION DATE 2 OWNER REQ. 04/24/24 UPDATES U) z O U) W ry This drawing and the design shown is the property of the architect. The reproduction, copying or use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. DOOR SCOFE@U&ES & DEoT.A_0,LS CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT W W A61 0 2 U) V 0 L L O M a� EI M N IY U 07 O E W O LO It M N C C� E U O 0 0 L M a) 7 E L u 3 2 I I E 4 �3O 1 l FE (E) 4x14 WOOD FRAMING RTU-4 IL (E) RTU REPLACEDLL RTU-1 BY NEW RTU IN J 792# J 683# SAME LOCATION C? C? (E) 83/4x30 GL (F.V.) M (E) 51/8x161/2 GL (F.V.) a a (E) RTU REPLACED BY NFW RTI I IN w SAME LOCATION (E) 4x14 WOOD FRAMING (E) 83/4x30 GL (F.V. RTU-2 5000# 683 0 NEW 1.75"x14" MICROLLAM 2.0E LVL. INSTALL SNUG TO NEW RTU IN UNDERSIDE OF (E) NEW LOCATION ROOF DECK II I (E) 83/4x30 GL (F.V.) NEW 1.75"x16" MICROLLAM 2.0E LVL. INSTALL SNUG TO UNDERSIDE OF (E) ROOF DECK. TYP. ALL FOUR SIDES OF THE DOAS UNIT (E) 83/4x30 GL (F.V.) I k (E) 83/4x30 GL (F.V.) .......... 01 (E) 83/4x30 GL (F.V.) J NEW 1.75"x14" MICROLLAM 2.0E LVL. INSTALL SNUG TO UNDERSIDE OF (E) ROOF DECK NEW 2x6 BLOCKING BETWEEN (E) WOOD ROOFBEAMS (SEE S4.0) (TYP.) RTU-3 955# B NEW RTU IN v NEW LOCATION 0 (E) 83/4x30 GL (F.V.) i J (E) 83/4x30 GL (F.V.) HANGING SOFFIT FRAMING (E) 103/4x431/2 GL (F.V. > li J C7 (E) 51/8x16f /z GL (F.V.) M X o RTU-5 955# w (E) 4x14 WOOD FRAMING NEW RTU IN (N) 2x8 BLOCKING NEW LOCATION (TYP. EA. FAN) J _ (E) 51/8x161/2 GL (F.V.) J - 0 C� in L0 CEILING FAN x (SEE ARCH.) Y/ I� (E) 4x14 WOOD FRAMING (E) 51/8x161/2GL (F.V.) (E) 4x14 WOOD FRAMING (E) 51/8x16f /z GL (F.V.) / (E) 4x14 WOOD FRAMING _ LL > I J J , (E) 51/8x16f /z GL (F.V.) M / X X I NEW 1.75"x14" 00 MICROLLAM 2.0E LVL. w 00 INSTALL SNUG TO \ w UNDERSIDE OF (E) - ROOF DECK (E) 4x14 WOOD FRAMING NEW RTU IN NEW LC CATION RTU-6 \ 955# JJ i (E) 51/8x161/2GL (F.V.) ❑ J C7 N M X 4x14 WOOD FRAMING I (E) 51/8x16f /z GL (F.V.) (E) 4x14 WOOD FRAMING 0 ` I ROOF FRAMING PLAN SCALE 1/8" = V-0" J CD _N M X Q0 n S4.0 L (E) 83/4x30 GL (F.V.) 6" STUD BRACING (TYP. ALL HANGING SOFFIT LOCATIONS) NEW LVL �_(TYP.) (E) 83/4x30 GL (F.V.) (E) 83/4x30 GL (F.V.) TV TRUSS (SEE ARCH.) I (t) b'/4xS1JI UL (F.V.) TV TRUSS: SUSPEND FROM NEW LVL @ 10'-0" O.C. MAX. PER DETAIL 2/S4.0 \ I (E) 83/4x30 GL (F.V.) PROVIDE LATERAL BRACING EACH SIDE OF TRUSS @ 10'-0" O.C. MAX. PER DETAIL 3/S4.0 -0" CENTER LVL ON TV TRUSSES (TYP.) \ (E) 83/4x30 GL (F.V.) -NEW 1.75"x14" MICROLLAM 2.0E LVL. INSTALL SNUG TO UNDERSIDE OF (E) ROOF DECK. TYP. AT ALL TV TRUSS LOCATIONS (E) 83/4x30 GL (F.V.) (E) 83/4x30 GL (F.V.) o 1 1.0 DESIGN AND CODE INFORMATION 1.1 The Structure is designed based on the 2018 International Building Code. All Design, Materials and Workmanship shall conform to the Referenced Code(s). Components designed by Suppliers shall be designed in accordance with the Referenced Code(s). 1.2 Superimposed Loading for Mechanical Units are based on the Weight of the Equipment as indicated on the Structural Drawings. Any change in Type, Location, Size or Number of Pieces of Equipment shall be reported to the Architect for verification of the adequacy of supporting members prior to the placement of equipment. 1.3 Roof Dead Loads: 20 psf (ASSUMED - FIELD VERIFY) 1.4 Structural Roof Members are designed for Minimum Roof Lie Loads (Lr) based on the following Tributary loaded areas: - Lr = 20 Rt Rz psf Where: Rf = 1 For At < 200 S.F. Rt = 1.2 - 0.001 At for 200 < At < 600 S.F. Rf = 0.6 For At > 600 S.F. And Where: Rz = 1 3 1.5 Ground Snow Load = 25 psf 1.6 The Seismic loads are based on the following Earthquake Load Data: - Seismic Importance Factor 1.0 - Risk Category: II - Site Class D (Assumed) - Seismic Design Category: D - Mapped Spectral Response Accelerations: Ss = 1.279 Sf = .449 - Design Spectral Response Coefficients: SIDS = 1.023 SDf = 0.554 1.7 The Structure and its Components are designed for Wind Loads as defined by the Building Code, where: - Basic Wind Speed (3 second gust): 100 mph (Ultimate) - Wind Importance Factor: I = 1.00 - Risk Category: II - Wind Exposure: C - Internal Pressure Coefficient: +0.18/-0.18 2.0 ADDITIONAL CONTRACTOR RESPONSIBILITIES AND DEFINITIONS 2.1 Shop drawings shall not be reviewed for approval unless checked by the fabricator and approved by the contractor as indicated by the inclusion of the contractor's submittal review stamp.Submit one high quality PDF for review. Only marked -up PDF will be returned. Reproduction of contract documents for shop drawings will not be permitted or accepted. See specifications and general notes for additional requirements. 2.2 The contractor shall provide 10 working days in his schedule for the Structural Engineer's review of each submittal. 2.3 It is the Contractor's responsibility to certify that he has not made changes to specified materials on submittals. 2.4 The contractor shall insure that all construction loads do not exceed the design live loads indicated on the structural drawings and that these loads are not put on the structural members prior to the time that all framing members and their connections are in place. 2.5 Contractor shall verify and bear the expense of verifying all existing conditions, horizontal and vertical dimensions and coordination of Architectural and Structural drawings. Immediately notify the Architect of any discrepancies. For dimensions not shown on Structural Drawings, see the Architectural Drawings. 2.6 Dimensions shown indicate spans for which members are Structurally Adequate. The contractor shall COORDINATE AND CONFIRM ALL DIMENSIONS. Contractor shall include in his bid the Costs of Dimensional Coordination and Confirmation. These Documents constitute a performance specification. Coordinate all openings, support systems, duct work locations, mechanical elements, sprinklers, etc., with Structural elements. Consult the Engineer/Architect and obtain Approval PRIOR TO making changes to Structural Systems. 2.7 These Drawings and Specifications are performance specifications. Provide all labor, materials, equipment and services required to execute and complete all items of work as shown or indicated on the drawings and as specified in this section, including incidental items to effect a finished and complete job, even though such items are not shown or particularly mentioned on the Contract Documents. 2.8 The Contractor shall compare the Structural Sections with the Architectural Sections and report any discrepancies to the Architect PRIOR TO fabricating or installing Structural Members. 2.9 See Architectural Drawings or Specifications for any fireproofing requirements of structural members. 2.10 The design, adequacy and safety of erection bracing, shoring, temporary supports, etc., is the Sole Responsibility of the Contractor. 2.11 The details shown on the Structural Drawings designated as "Typical Details" apply generally to the drawings in all areas where conditions are similar to those described in the details. 2.12 Notes on the Structural General Notes sheet are applicable unless specifically noted otherwise on the drawings. 2.13 Principal openings are shown on the drawings. See Architectural, Mechanical and Electrical drawings for sleeves, curbs, inserts and other openings not shown. The contractor shall provide for all openings, whether shown on the Structural Drawings or not. Size and location of all openings shall be verified with the mechanical and electrical contractors. Any deviation from openings shown on the Structural Drawings shall be brought to the Engineer's attention for Approval PRIOR TO fabrication or installation of Structural Members. 3.0 WOOD FRAMING 3.1 All dimensional lumber shall be Southern Pine, No. 2 (mc=19 percent) or equivalent unless noted otherwise. 3.2 Nailing shall conform to the minimum nailing requirements as set forth in the Building Code, unless noted otherwise. 3.3 Connection hardware for structural members shall be galvanized Strong -Tie connectors by the Simpson Company or equivalent. Use all specified fasteners to achieve maximum allowable load value unless noted otherwise. Hardware in contact with or anchored to pressure treated wood shall comply with Simpson ZMax coating or equivalent. 3.4 Provide bolt holes in wood that are a minimum of 1/32 to a maximum of 1/16 inch larger in diameter than the bolt diameter. Provide malleable iron washers or equivalent plate washers under all bolt heads or nuts bearing on wood. 3.5 Refer the drawings for Standard Details illustrating acceptable parameters for notching or drilling holes in studs and joists. Any notching or drilling that falls outside the boundaries prescribed in these details must be Reviewed and Approved by the Engineer of Record before proceeding. 3.6 Wood in contact with concrete shall be Foundation Grade Pressure -Treated Southern Pine or equivalent. All connection hardware and fasteners in contact with Pressure -Treated wood shall be hot -dipped galvanized, stainless steel or with an approved equivalent finish. 3.7 Wood I -Joists and PSL/LVL beams, columns and headers noted on the drawings shall be manufactured by Weyerhaeuser. Complete Shop Drawings shall be prepared by the manufacturer showing layout and details necessary for determining fit and placement in the building. A complete set of Design Calculations shall be prepared by the manufacturer under the supervision of a Professional Engineer licensed in the Project State for all I -Joists and PSL/LVL beams, headers and columns and their connections to the supporting elements. 4.0 SPECIAL INSPECTIONS Special Inspection is to be provided in addition to the inspections conducted by the Department of Building Safety and shall not be construed to relieve the Owner or his Authorized Agent from requesting the periodic and called inspections required by the Building Code. Special Inspection shall be paid by the Owner, and shall satisfy all inspection requirements of the Building Code. REQUIRED SPECIAL INSPECTIONS 1. In addition to the regular inspections, the following items will also require special inspection in accordance with Chapter 17 of the governing Building Code. A. Post -Installed Anchors in Concrete B. Soils (Section 1705.6) C. Structural Masonry (Section 1705.4) D. Wood Framing 2. Special inspector shall meet the qualifications as stated in the building code and shall perform the duties and responsibilities as outlined in the building code. 3. Special inspection shall meet the requirements of IBC section 1704. Special inspector(s) shall be hired by the owner to perform the required special inspections. The names of persons or firms who are to perform the special inspections shall be forwarded to the building official for approval. The special inspector(s) shall complete and submit all forms required by the building department having jurisdiction. 4. The special Inspector(s) shall: A. Observe the work assigned for conformance to the approved drawing and specifications. B. Furnish inspection reports to the engineer of record and building department. Discrepancies shall be brought to the immediate attention of the contractor for correction, then, if not corrected to the engineer and the building department. C. Submit to the engineer of record and the building department a signed final report stating that the work was in conformance with the approved drawings and specifications and the applicable workmanship provisions of the IBC. 5. Special Inspection Notes: A. Continuous special inspection is always required during the performance of the work unless specifically noted below. B. Where fabrication of structural load -bearing members and assemblies is being performed on the premises of a fabricator's shop, continuous special inspection is required during the performance of the work except as allowed in IBC section 1704 and unless specifically noted below. C. It is the responsibility of the contractor to provide the special inspector(s) with advance notice, no less than one working day, of the initiation of any work required to have special inspections. All work performed without required special inspection will be subject to removal. 6. All Special Inspection requirements shown in Chapter 17 of the Building Code must be satisfied in addition to any requirements shown on this sheet. ARCHITECTURE 2498 SIDCO DR. PLANNING NASHVILLE, TN 37204 INTERIORS 615.244.8170 GRAPHICS www•mjmarch.com O HANA GROWTH PARTNERS 212 WEST PADONIA RD. TIMONIUM, MD 21093 PLANET FITNESS - EDMONDS 22515 HIGHWAY 99 EDMONDS, WA 98026 SNOHOMISH COUNTY PERMIT SET 03.06.24 MJM # 23450 NO. DESCRIPTION DATE 2 Revision 2 4/24/2024 3 AHJ COMMENTS 5/3/2024 This drawing and the design shown is the property of the architect. The reproduction, copying or use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. ROOF FRAMING Rft6hl May 09 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT S2mO J Q W Z Q J Z) U) Z O U iY W >Z O \ W Q U) Z O U) W I- W W U) #4 REBAR @ 24" O.C., EA. WAY CONT. W/ 16" OVERLAP (PLACE 1-1/2" MIN., 2" MAX. BELOW TOP OF NEW CONCRETE SLAB). -II -1 I PLUMBING TRENCH INFILL SCALE: 1 1/2" = V-0" L L O L ty 7 E c� I N t:0 L U C O E W 0 cY) N C tv E U O 0 0 E fn L W #4 REBAR DOWEL @ 24" O.C., WITH 6" MIN. EMBEDMENT, STAGGER 12" OPPOSITE SIDES OF INFILL SLAB NEW CONC. SLAB TO MATCH EXISTING SLAB THICKNESS (4" MIN.) COMPACTED CRUSHED ROCK OR SAND BASE 6 MIL PLASTIC VAPOR BARRIER UNDISTURBED NATIVE SOIL COMPACTED IN 6-8" MAX LIFTS, TO A FIRM UNYIELDING CONDITION. -BED SEWER DRAIN PIPE ON 2" MIN. SAND LAYER NOTES: 1. DETAIL REFLECTS GENERAL TRENCH GUIDELINES. GC TO VERIFY EXISTING CONDITIONS. 2. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL REQUIREMENTS. EXISTING CONC. SLAB TRENCH VERIFY DEPTH IN FIELD MIN. WIDTH AS REQ'D (4" MIN.) 6 MIL PLASTIC VAPOR BARRIER ELECTRICAL TRENCH INFILL SCALE: 3" = 1'-0" BACK FILL TRENCH WITH NEW CONCRETE. SEAL TRENCH AND LEVEL TO MATCH EXISTING CONC. SLAB. #4 x12" REBAR @ 24" O.C., EMBED 6" INTO EXISTING SLAB W/ EPDXY GROUT. STAGGER 12" OPPOSITE SIDES OF INFILL SLAB NEW ELECTRICAL CONDUIT - SEE ELEC. DRAWINGS FOR MORE INFO. 3000 PSI CONCRETE, MATCH EXISTING THICKNESS (4" MIN.). REINFORCE W/ 6"X6" W1.4XW1.4 WIRE MESH 6 MIL POLY VAPOR BARRIER OVER CLEAN COMPACTED FILL. OVERLAP NEW AND EXISTING V.B. EDGES AND SEAL WITH MANUF. JOINT TAPE z � _ it _III _ AS REQ'D FOR INSTALLATION -�--� ---=a -- 3 SLAB REPAIR SCALE: 1 1/2" = 1'-0" TREAT EXPOSED SOIL WITH LOCAL AND STATE EPA APPROVED TERMITICIDE PRIOR TO PLACEMENT OF NEW VAPOR BARRIER #4 x12" REBAR @ 24" O.C., EMBED 6" INTO EXISTING SLAB W/ EPDXY GROUT. STAGGER 12" OPPOSITE SIDES OF INFILL SLAB EXISTING SLAB TO REMAIN DRILL AND EPDXY REBAR INTO EXISTING JAMB w/ SIMPSON SET-XP EPDXY EMBED 7 1/2" MIN. NEW 8'-0" (MAX.) (VERIFY w/ ARCH.) INFILL AT EXISTING CMU WALL SCALE: 3/4" = 1'-0" PROVIDE 8" DEEP BOND BEAM 48" O.C. MAX. REINF. w/ 2 - #5. PLACE BOND BEAMS @ 1STAND LAST COURSES IN OPENING. SPACE INTERMEDIATE BOND BEAM EQUALLY IISH FLOOR LD VERIFY) 1V /►� 1 p a ARCHITECTURE PLANNING INTERIORS GRAPHICS 2498 SIDCO DR. NASHVILLE, TN 37204 615.244.8170 www.mjmarch.com -( J - G�/F PQ. o f wAsy�'ci� . o Z p 44371 �✓ 'f'FG/STERN sS�4N. LNG 15J(PIRES orb � I O HANA GROWTH PARTNERS 212 WEST PADONIA RD. TIMONIUM, MD 21093 PLANET FITNESS - EDMONDS 22515 HIGHWAY 99 EDMONDS, WA 98026 SNOHOMISH COUNTY J Q W U) z Q J D U) z 0 U Ir W z 0 z 0 Q U 0 J PERMIT SET 03.06.24 MJM # 23450 Wu' NO. DESCRIPTION DATE This drawing and the design shown is the property of the architect. The reproduction, copying or use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. FOUNDATION SECfEk@t@ AND DEoTAtLS CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT S3mO U) z 0 U) W iY W W 2 r �/ / r L � V �n (E) GLULAM BL, Ivl (SEE PLAN) L L O L ty 7 E c� I N co L U Cl) C O E W 0 cY) N C tv E U O 0 0 E fn L W 1.7,' DLL TAL ER :OC /C\ nnllC C`\/C`TC 11A CFZ:rTlnnl AT Cnr-:r-:IT rZ:G?Ar\Alnlr` SCALE: 3/4" = V-0" ILAM BEAM -AN) LING = 10'-01, T/ FRAMING = 21'- 11 3/8" UNISTRUT P2682 BEAM CLAMP (TYP. EACH END) (INSTALL PER MANUF. INSTRUCTIONS) UNISTRUT CLAMPING NUT (TYP. EACH END.) (E) GLULAM BEAM (SEE PLAN) 3/8" GRIPPLE STUD FOR ATTACHMENT TO TV TRUSS (SEE ARCH.) SIMPSON HU28 CONNECTOR (TYP.) 1/2" UNISTRUT (N) LVL M2350 SWIVEL (SEE PLAN) HANGER #4 GRIPPLE WIRE ROPE GRIP 3/16" 7x19 WOVEN WIRE CABLE (E) ROOF SYSTEM TV TRUSS ATTACHMENT DETAIL SCALE: 3/4" = V-0" (E) ROOF SYSTEM —(N) LVL (SEE PLAN) IUS1.81/14 HANGER FOR 14" DEEP LVL. IUS1.81/16" HANGER. FOR 16" DEEP LVL. (E) GLULAM BEAM (SEE PLAN) LVL ATTACHMENT DETAIL SCALE: 3/4" = V-0" (E) GLULAM BEAM (SEE PLAN) 2x8 BLOCKING (SEE PLAN) INISTRUT P1546 ANGULAR — FITTING w/ 1/2" DIA. HEX 3/16" 7x19 WOVEN WIRE CABLE (E) ROOF SYSTEM SIMPSON HU28 CONNECTOR (TYP.) WIRE ROPE (E) WOOD BEAM GRIP (SEE PLAN TV TRUSS & FAN LATERAL BRACING DETAIL SCALE: 3/4" = V-0" JLV /►VJL p a ARCHITECTURE PLANNING INTERIORS GRAPHICS 2498 SIDCO DR. NASHVILLE, TN 37204 615.244.8170 www.mjmarch.com J. G Q� o f was z 4 3 E10) ��✓ S�pN�,EN EXPIRES orb � I O HANA GROWTH PARTNERS 212 WEST PADONIA RD. TIMONIUM, MD 21093 PLANET FITNESS - EDMONDS 22515 HIGHWAY 99 EDMONDS, WA 98026 SNOHOMISH COUNTY J Q W U) z Q J D U) z O U ry W z O PERMIT SET 03.06.24 MJM # 23450 Wu' NO. DESCRIPTION DATE 2 Revision 2 4/24/2024 3 AHJ COMMENTS 5/3/2024 This drawing and the design shown is the property of the architect. The reproduction, copying or use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. FRAMING SECf�@(J§ AND DEoTAtLS CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT S4mO U) z O U) W ry I— W W 2 r �/ / r L � > > rr 2 0 �I cY) N rr I in W 7I fn C O E W in I 0 01 GD T co TM E U O / m J f) Q) TYPICAL RTU SECURE BRACKET TO UNIT WITH (4) #10 SCREWS, SEE NOTES No. 3 AND No. 4. RESTRAINT BRACKET NOTES: 1. WIND/SEISMIC BRACKETS, PREFABRICATED STRUCTURAL CURB & RTU ARE SUPPLIED WITH CURBS AND CONTRACTOR INSTALLED. 2. ATTACH BRACKET TO INSIDE TOP OF CURB USING TEK SCREWS SUPPLIED AS SHOWN -- ATTACH MOUNTING BRACKET TO CURB BEFORE MOUNTING UNIT ON CURB. 3. AFTER SETTING UNIT ON CURB, ATTACH BOTTOM OF BRACKET TO BASE RAIL ON UNIT WITH TEK SCREWS SUPPLIED AS SHOWN. 4. BRACKETS AND ATTACHMENT SCREWS ARE PROVIDED WITH EACH CURB AND INCLUDE: A. (6) 14 GA. STEEL ATTACHMENT BRACKETS B. #10 - 1 1/2" LONG TEK SCREWS. PROVIDE AMPLE NUMBER OF SCREWS. C. THREE BRACKETS ON EACH LONG SIDES OF CURB EQUALLY SPACED. GASKET ACKET TO CURB SCREWS, SEE AND No. 4. 6" BRACKET ISOMETRIC RTU WIND -SEISMIC RESTRAINT BRACKET SCALE: N.T.S. ' IANGER RODS, WIRES )R STRAPS HANGER SIZES FOR ROUND DUCT ROUND DIAMETER ROUND HANGERS STRAP HANGERS MAX. SPACING UP THRU 18" 8 GAUGE WIRE OR 1/4" RODS 1" x 16 GAUGE 10'-01, EXT. PANEL UP THRU 18" TWO 8 GAUGE WIRE OR 3/8" ROD 1" x 12 GAUGE 10'-01, STRAP HANGER HANGER STRAPS STRAP, ANGLE, OR ROD SIZE BOIL FOR LOAI 4-SHEETMETAL SCREWS PER DUCT HANGER (MIN.) TRAPEZE HANGER /'ll VI.ALLJ HANGER SIZES FOR RECTANGULAR DUCT NUT LONGEST DUCT DIM. ROUND HANGERS STRAP HANGERS I TRAPEZE SHELF HANGERS MAX. SPACING UP THRU 18" 8 GAUGE WIRE 1"x 18 GAUGE 1" x 1" x 1/8" 10'-01, 19" THRU 30" 8 GAUGE WIRE 1"x 18 GAUGE 1" x 1" x 1/8" 10'-01, 31" THRU 42" 3/8" ROD 1"x 16 GAUGE 1-1/2" x 1"-1/2" x 1/8" 10'-01, DUCT HANGER DETAIL SCALE: N.T.S. SUPPLY DUCT UP RETURN OR EXHAUST DUCT UP SUPPLY DUCT DOWN RETURN OR EXHAUST REGISTER RETURN OR EXHAUST DUCT DOWN 45 DEGREE TEE FITTING - "SHOE" TYPE OPPOSED BLADE MANUAL BALANCING DAMPER - TYPICAL EACH BRANCH TAKE -OFF OR RUNOUT. RATED WALL - SEE PLANS FOR TYPE FIRE DAMPER - SEE PLANS FOR TYPE FIRE DAMPER ACCESS DOOR SUPPLY AIR DIFFUSER El FLEX RUNOUT WITH EXTERNAL INSULATION BALL MOUTH FITTING W/ M.V.D. OR SPIN -IN W/ M.V.D. TRANSITION FULL RADIUS ELL OR SQUARE ELL TURNING VANES RISE OR DROP FULL RADIUS ELL OR SQUARE ELL WITH TURNING VANES LOW PRESSURE DUCT DETAIL SCALE: N.T.S. HOLD DOWN CLIPS, PROVIDE ENGINEERED CALCULATIONS AND ATTACHMENT FOR ALL ROOFTOP EQUIPMENT ROOFING MATERIAL z AND FLASHING BY ARCHITECT <2;0 RIGID INSULATION METAL DECKING WELDED PLATE - MODIFY AS REQ'D FOR STRUCTURAL MEMBER TYP. DUCT FRAME MEMBERS -SEE STRUCTURAL DETAILS SIDE PANEL GASKET 2 X� GC PROVIDED R-13 INSULATION ROOFTOP A.C. UNIT CURB DETAIL SCALE: N.T.S. LOW PRESSURE FLEXIBLE DUCT MAX. 4'-0" LENGTH (ALLOWABLE ONLY FOR LAY - IN CEILING APPLICATIONS) - RIGID 90° ELBOW - DRAW BAND MANUAL VOLUME SPIN -IN FITTING CONTROL DAMPER W/ AIR SCOOP RIGID ROUND DUCT, SEAL ALL CONNECTIONS (TYP) FLASHING INSULATION (SAME AS STRUCTURE) METAL DECKING FLEX. CONN. TYP. LAY -IN CEILING 1" MINIMUM INSULATION TO BE APPLIED TO DIFFUSER BACK OF DIFFUSER AFTER INSTALLATION. DUCT CONNECTION DETAIL SCALE: N.T.S. CONTROL NOTES 1. MECHANCIAL CONTRACTOR TO PULL ALL CABLES. 2. "SAVE ENERGY SYSTEMS" TO PROVIDE ALL SENSORS AND THERMOSTATS A. CONTACT DIRECTLY AT (617) 564-4442. 3. ALL UNITS TO HAVE SUPPLY SENSOR PROBE INSTALLED IN MAIN TRUNK LINE, WITHIN 5' OF THE UNIT, BEFORE ANY BRANCHING. A. MECHANICAL CONTRACTOR TO INSTALL ALL SUPPLY SENSOR PROBES. 4. ALL UNITS TO HAVE REMOTE (ZONE) SENSOR(S) INSTALLED AS INDICATED ON THE DRAWINGS. A. MECHANICAL CONTRACTOR TO INSTALL ALL REMOTE SENSORS. 5. THERMOSTATS MOUNT VERTICALLY (5" X 3"). LEAVE 2" SPACE FROM UNIT TO UNIT IN ALL DIRECTIONS. A. WHEN POSSIBLE, KEEP IN ONE STUD BAY. 6. ALL RTU AND TEMP SENSOR CABLES TO BE PULLED TO THERMOSTAT MOUNT LOCATION, MARKED AS FOLLOWS: A. RTU ID NUMBER FOR 18/8 - DO NOT RUN SENSORS IN RTU CABLE. B. "R + UNIT ID NUMBER" FOR REMOTE TEMP SENSOR. C. "S + UNIT ID NUMBER" FOR SUPPLY TEMP SENSOR. 7. CO2 SENSORS TO BE ORDERED WITH EQUIPMENT OR PROVIDED BY HVAC CONTRACTOR AND INSTALLED PER MANUFACTURER INSTRUCTIONS. A. MECHANICAL CONTRACTOR TO INSTALL ALL CO2 SENSORS. 8. "SAVE ENERGY SYSTEMS" WILL BE ON SITE TO INSTALL THERMOSTATS, HUMIDITY SENSORS (IF DEFINED), DLC CONTROLLER AND COMMISSION THE SYSTEM. A. ALL UNITS TO BE STARTED UP AND POWERED. B. POWER TO BE AVAILABLE IN THE IT ROOM. 9. SEE CABLE TABLE BELOW. SAVE ENERGY SYSTEMS CABLE TABLE UNIT ID DESCRIPTION RTU REMOTE ZONE SENSOR SUPPLY SENSOR HUMIDITY SENSOR NOTES (QTY - CABLE TYPE) (QTY - CABLE TYPE) (QTY - CABLE) 1 OFFICE 18/8 1 - 18/2 1 - 18/2 --- 3,4 2 LOCKER 18/8 2-18/2 1 - 18/2 1 - CRESCOMP 1,3,4 ROOMS 3 BLACKSPAARD 18/8 4-18/2 1 - 18/2 1 - CRESCOMP 2,3,4 4 FUNCTIONAL 18/8 2-18/2 1 - 18/2 --- 1 FITNESS 5 MAIN GYM 18/8 1 - 18/2 1 - 18/2 --- --- 6 MAIN GYM 18/8 1 - 18/2 1 - 18/2 1 - CRESCOMP 3,4 NOTES: 1. WIRE (2) REMOTE SENSORS IN PARALLEL. 2. WIRE (2) REMOTE SENSORS IN PARALLEL, WIRE PARALLEL PAIRS IN SERIES. 3. CRESCOMP (18-1 P+22-1 P OAS CMP TEAL -YELLOW) CABLE (FOR DETAILS (617) 564-4442) 4. HUMIDITY SENSOR WIRED IN SERIES (DAISY CHAIN), ORIGINATING FROM IT RACK. IF RTU IS HP (HEAT PUMP), USE 18/6 INSTEAD OF 18/8. EXHAU SEE DE CURB SEE AF D RAW I FLEXIB REMOVABLE HOUSING PROVIDE SCREEN TYPE AS SCHEDULED SECURE FAN TO CURB WITH SHEET METAL SCREWS AT 12" ON CENTERS ALL SIDES ROOF EXHAUST DUCT PROVIDE DAMPER TYPE AS SCHEDULED NOTES 1. CENTRIFUGAL EXHAUST FAN (DIRECT OR BELT DRIVEN). DETAIL IS SIMILAR FOR UPBLAST OR PROPELLAR EXHAUST FANS. 2. ROUTE CONDUIT FOR POWER CONNECTION ON INSIDE CORNER OR CURB. ROOF MOUNTED EXHAUST FAN SCALE: N.T.S. IRATE111 FLEXIBLE CONNECTION ROOFCURB ROOF b DISCHARGE DUCT SIZE EQUAL TO UNIT CONNECTION SIZE OUTSIDE AIR INTAKE R.A DUCT, FULL SIZE OF UNIT OPENING WITH 1" LINING. PROVIDE 1"X1" HARDWARE CLOTH & FASTEN OVER R/A OPENING R/A TRANSITION TO UNIT CONNECTION SIZE STEEL ANGLES AROUND DUCT NOTE: INSTALL TOP -4-- 4- OF PLENUM DIFFUSER ®� RUSKIN ROOFTOP SYSTEMS LEVEL WITH BOTTOM DOUBLE MODEL 570 DIFFUSER OF BAR JOISTS DEFLECTION GRILLS (TYPA) RTU DROP BOX DIFUSER DETAIL SCALE: N.T.S. MECHANICAL SYMBOLS 18"/12„ RECTANGULAR DUCT 18" WIDE BY 12" DEEP 12" DIAMETER ROUND DUCT SUPPLY DUCT IN SECTION RETURN OR EXHAUST DUCT IN SECTION ELBOW WITH TURNING VANES TEE WITH TURNING VANES RECTANGULAR RADIUS ELBOW RECTANGULAR TEE ROUND (OR OVAL) ELBOW VOLUME CONTROL DAMPER SUPPLY AIR DIFFUSER WITH ROUND SUPPLY DUCT RETURN OR EXHAUST AIR DIFFUSER WITH ROUND DUCT CD DIFFUSER OR GRILL TYPE 12" BRANCH DUCT AND/OR NECK SIZE 450 CFM ( UH1 THERMOSTAT OC CO2SENSOR SOUH1 TEMP SENSOR OS# OVERRIDE TEMP SENSOR SD SMOKE DETECTOR ® CONNECT NEW TO EXISTING GENERAL NOTES 1. ALL RECTANGULAR, ROUND AND FLEXIBLE DUCTS SHALL BE SIZED AS SHOWN ON THESE DRAWINGS. MINIMUM INTERNAL DIMENSIONS ARE GIVEN. 2. ALL SUPPLY, RETURN, & MAKE-UP AIR DUCTS ARE SIZED FOR AIR VOLUME AND STATIC PRESSURE DROP WITHOUT INTERIOR INSULATION. 3. ALL CONCEALED SUPPLY, RETURN, & MAKE-UP AIR DUCTS SHALL BE INSULATED. EXTERIOR INSULATION SHALL BE USED. INSULATION SHALL BE 2" THICK, 1 POUND PER CUBIC FOOT DENSITY (SUPPLY AIR DUCT SHALL BE A MIN. OF R-6 INSTALLED) PER CURRENTLY ADOPTED IECC OR APPROVED EQUAL. ALL EXPOSED DUCT SHALL BE INTERNALLY LINED WITH THICK 2.0 PCF DUCT LINER. 4. ALL FLEXIBLE ROUND DUCT SHALL BE SIMILAR TO ATCO UPC#076, UL181, CLASS 1 AIR DUCT R=6. FLEXIBLE AIR DUCT. 5. ALL FLEXIBLE DUCTS SHALL BE CONNECTED TO TRUNK OR BRANCH DUCTS WITH MINIMUM OF THREE SHEET METAL SCREWS AT EACH CONNECTION AND TAPED TO PROVIDE AN AIR TIGHT SEAL. 6. FLEX DUCT HANGER STRIPS SHALL BE 1" X 16 GAUGE MINIMUM. 7. FLEXIBLE DUCTS SHALL BE INSTALLED AS STRAIGHT AS POSSIBLE WITHOUT SAG OR MULTIPLE BENDS. 4'-0" MAXIMUM LENGTH. 8. INSTALL TURNING VANES IN ALL 90A RECTANGULAR DUCT ELBOWS AND AT ALL DUCT TEES. 9. ALL DUCTWORK SHALL BE FABRICATED AND INSTALLED ACCORDING TO THE MOST RECENTLY PUBLISHED ASHRAE AND SMACNA STANDARDS. 10. DUCTWORK SHALL BE MILD GALVANIZED STEEL UNLESS NOTED OTHERWISE. 11. MANUFACTURER'S MINIMUM CLEARANCE RECOMMENDATIONS SHALL BE MAINTAINED ON ALL EQUIPMENT AND DUCTWORK. 12. THE CONTRACTOR SHALL CAREFULLY COORDINATE THE LOCATION OF ALL DUCTS, GRILLES, DIFFUSERS, ETC. WITH THE CEILING GRIDS AND THE PLUMBING, ELECTRICAL, AND FRAMING CONTRACTORS. 13. ALL RETURN AIR GRILLES SHALL BE EASILY REMOVABLE FOR CLEANING. 14. ALL CONTROL WIRING SHALL BE BY THE MECHANICAL CONTRACTOR. 15. EXHAUST FANS SHALL BE FURNISHED WITH BIRD SCREENS, BACK DRAFT DAMPERS AND DISCONNECTS WHERE APPLICABLE AND ACCORDING TO THE SCHEDULE. 16. THE CONTRACTOR SHALL CAREFULLY COORDINATE ALL THERMOSTAT LOCATIONS WITH INTERIOR FINISHES. 17. THE CONTRACTOR SHALL COOPERATE FULLY BETWEEN ALL OTHER TRADES. 18. THE SUBMISSION OF A BID OR PROPOSAL WILL BE CONSTRUED AS EVIDENCE THAT THE CONTRACTOR HAS FAMILIARIZED HIMSELF WITH THE PLANS AND BUILDING SITE. CLAIMS MADE SUBSEQUENT TO THE PROPOSAL FOR MATERIALS AND/OR LABOR DUE TO THE DIFFICULTIES ENCOUNTERED WILL NOT BE RECOGNIZED. 19. ALL POWER WIRING SHALL BE BY THE ELECTRICAL CONTRACTOR. ARCHITECTURE PLANNING INTERIORS GRAPHICS 2948 SIDCO DR. NASHVILLE, TN 37204 (P)615.244.8170 (F)615.244.8141 w vw.mjmarch.com M SC �Q50Ot WASy�� T�c3' $j145 NAr.��, May 03, 2024 Jason M. Scates teamofchoice.com P.E. SUITE 5274 479-636-5004 1805 N 2ND ST JOB NO.: 31189 ROGERS, AR 72756 DESIGNED BY: MBO OHANA GROWTH PARTNERS 212 WEST PADONIA RD. TIMONIUM, MD 21093 PLANET FITNESS - EDMONDS 22515 HIGHWAY 99, EDMONDS, WA 98026 SNOHOMISH COUNTY PERMIT SET 03/06/24 MJ M # 23450 NO. DESCRIPTION DATE 3 AHJ COMMENTS 05/03/24 This drawing and the design shown is the property of the architect. The reproduction, copying or use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. LEGENDS, NnUaS, & [eCV NI E��E� S DEPARTMENT M001 a W W z Q J U) z O U w 0 W z O w DEDICATED OUTDOOR AIR SYSTEM (DOHS) WITH ENERGY RECOVERY SCHEDULE SUPPLY FAN EXHAUST FAN ENERGY RECOVERY PERFORMANCE COOLING COIL REHEATING COIL HEATING SECTION ELECTRICAL INFORMATION SUMMER WINTER OUTDOOR AIR EXHAUST AIR OUTDOOR AIR EXHAUST AIR EXTERNAL EXTERNAL ENTERING AIR TEMPS LEAVING AIR ENTERING AIR TEMP LEAVING AIR ENTERING AIR LEAVING AIR ENTERING AIR LEAVING AIR ENTERING AIR LEAVING AIR ENTERING AIR TEMPS LEAVING AIR TEMPS ENTERING AIR TEMPS LEAVING AIR TEMPS MAXIMUM MINIMUM STATIC MAXIMUM MAXIMUM STATIC TEMPS (OF) TEMPS (OF) TEMPS (OF) TEMPS (OF) (OF) (OF) (OF) (OF) (OF) TEMPS (OF) TOTAL SENSIBLE (OF) TEMP (OF) TEMP (OF) TEMP (OF) AIRFLOW AIRFLOW PRESSURE AIRFLOW AIRFLOW PRESSURE CAPACITY CAPACITY MARK LOCATION AREA SERVED MANUFACTURER MODEL (CFM) (CFM) (IN. WC) (CFM) (CFM) (IN. WC) DB WB DB WB DB WB DB WB DB WB DB WB DB WB DB WB DB WB DB WB (MBH) (MBH) DB WB DB TYPE DB DB TEMP RISE (OF) CAPACITY V / PH / HZ MCA MOCP WEIGHT NOTES DOAS-1 ROOF EXERCISE FLOOR, FUNCTIONAL CARRIER 62XM12F-JFCJHKDJBB 5640 5640 1.0 4800 4800 0.2 85 65 79 63.2 75 62.0 81.8 64.1 25.4 21.0 50.5 38.6 70.0 50.0 38.2 30.8 79.0 63.2 54.8 53.9 156.0 150.3 54.8 53.9 67.3 ELECTRIC 50.5 85.1 34.6 179.56 MBH 460 / 3 / 60 41.2 50 3710 LBS A-J TRAINING, 30 MINUTE WORKOUT GENERAL NOTES (APPLICABLE TO ALL UNITS): 1. ALL EQUIPMENT SHALL BE IN COMPLIANCE WITH THE MINIMUM REQUIREMENTS OF ANSI/AHRI 920 PERFORMANCE RATING OF DX -DEDICATED OUTDOOR AIR SYSTEM UNITS. 2. EXTERNAL STATIC PRESSURE LOSSES ARE DUCT STATIC PRESSURE LOSSES EXTERNAL TO THE UNIT. MANUFACTURER TO TAKE INTO ACCOUNT INTERNAL LOSS FOR TOTAL STATIC PRESSURE CALCULATION. 3. REFER TO STRUCTURAL DRAWINGS FOR MOUNTING DETAILS. 4. CONTACT CARRIER NATIONAL ACCOUNTS, nationalaccounts@carrier.com, FOR ADDITIONAL INFORMATION FOR DEDICATED OUTDOOR AIR SYSTEMS. NOTES: A. PROVIDE WITH MERV 13 FILTERS AND BIRD SCREEN ON OUTSIDE AIR INLET. B. PROVIDE WITH 120V CONVENIENCE RECEPTACLE. C. PROVIDE WITH DISCONNECT. D. PROVIDE WITH (1) INVERTER SCROLL COMPRESSOR WITH ADDITIONAL STANDARD COMPRESSORS FOR STAGING AS REQUIRED. E. ALL CONDENSER AND EVAPORATOR COILS TO BE COATED IN COMPLIANCE WITH ASTM B117-90 5,000 HOUR SALT SPRAY TESTING. F. PROVIDE WITH 80/20 NiCr ELECTRIC RESISTANCE HEATER. G. PROVIDE WITH VARIABLE FREQUENCY DRIVE ON SUPPLY AIR FAN. H. PROVIDE WITH VARIABLE FREQUEN 3 I. PROVIDE WITH 14" TALL ROOF CUR , WITH GC PROVIDED R 13 INSULATION IN COMPLIANCE WITH WASHINGTON STATE ENERGY CODE. J. PROVIDE WITH FACTORY INSTALLE AIR BALANCE SCHEDULE MARK OUTSIDE AIR EXHAUST AIR NET RTU-1 0 0 RTU-2 0 0 RTU-3 0 0 RTU-4 0 0 RTU-5 0 0 RTU-6 0 0 DOAS-1 (O.A) 5640 +5640 DOAS-1 (E.A) 4800 -4800 TOTAL +840 ROOFTOP UNIT SCHEDULE NOMINAL INDOOR SUPPLY AIR OUTSIDE AIR ESP COOLING TOTAL HEATING VOLT PHASE OPERATING MARK AREA SERVED MANUFACTURER MODEL TONNAGE FAN HP (CFM) (CFM) (IN-WG) CAPACITY(MBH) EER/SEER CAPACITY (MBH) HERTZ MCA MOCP WEIGHT (LBS) NOTES RTU-1 OFFICE CARRIER 50FCQA04 3 0.57 1200 0 0.90 36.7 - / 14.3 2.25 460 / 3 / 60 13 A 15 A 683 1 THRU 8 RTU-2 SHOWERS CARRIER 50FCQA04 3 0.57 1200 0 0.70 36.7 - / 14.3 2.25 460 / 3 / 60 13 A 15 A 683 1 THRU 8 RTU-3 BLACK CARD CARRIER 50FCQM12 10 2.36 4000 0 0.90 125.7 15.0 / - 2.25 460 / 3 / 60 30 A 35 A 955 1 THRU 8 RTU-4 CIRCUITS CARRIER 50FCQM07 6 1.3 2400 0 0.50 74.0 15.0 / - 2.4 460 / 3 / 60 18 A 25 A 792 1 THRU 8 RTU-5 EXERCISE FLOOR CARRIER 50FCQM12 10 2.32 4000 0 0.50 125.7 15.0 / - 2.25 460 / 3 / 60 30 A 35 A 955 1 THRU 8 RTU-6 EXERCISE FLOOR CARRIER 50FCQM12 10 2.32 4000 0 0.50 125.7 15.0 / - 2.25 460 / 3 / 60 30 A 35 A 955 1 THRU 8 NOTES: 1. PROVIDE RETURN DUCT MOUNTED SMOKE DETECTORS 2. PROVIDE INTERNAL DISCONNECT 3. PROVIDE FACTORY INSTALLED SERVICE RECEPTACLE 4. PROVIDE DRY BULB ECONOMIZER WITH BAROMETRIC RELIEF 3 5. PROVIDE 14" ROOF CUR ,WITH GC PROVIDED R 13 INSULATION IN COMPLIANCE WITH WASHINGTON STATE ENERGY CODE 6. PROVIDE 2" MERV 8 FILTERS 7. PROVIDE MOTORIZED OUTSIDE AIR DAMPER 8. HIGH EFFICIENCY, DOWN DISCHARGE CONFIGURATION MECHANICAL VENTILATION OUTSIDE AIR SCHEDULE CALCULATED ZONE AIR DIST. ROOM AREA CFM/PERSON CFM/ft2 REQUIRED EFFECTIVENESS ZONE O.A. PEOPLE NO. SPACE (FT2) GROSS CLASSIFICATION PER TABLE PER TABLE O.A. PER TABLE RATE (Az) PER OF OCCUP. (Table 403.3) (Table 403.3) Rp*P (z) Ra*A (z) (Vbz= (Table 403.3.1.2) (Voz= 1000 ft2 (Pz) (Rp) (Ra) RpPz+RaAz) (Ez) Vbz/Ez) EXERCISE HEALTH FLOOR 11747 CLUB/WEIGHT 10 117 20 0.06 2340 705 3045 0.8 3805 ROOM HEALTH CIRCUITS 3960 CLUB/WEIGHT 10 40 20 0.06 800 238 1038 0.8 1297 ROOM BLACK CARD 1760 OFFICE SPACES 5 9 5 0.06 45 106 151 0.8 188 MEZZANINE / 962 OFFICE SPACES 5 5 5 0.06 25 58 83 0.8 104 BREAK ROOM TOTAL 5394 AIR TERMINAL SCHEDULE MARK MANUFACTURER MODEL MOUNTING STYLE DESCRIPTION FACE SIZE NECK SIZE NOTES D TITUS OMNI-AA LAY -IN ALL ALUMNIMUM SQUARE PLAQUE FACE 24" x 24" REF PLANS B, H, I DIFFUSER E TITUS OMNI-AA SURFACE MOUNT ALL ALUMNIMUM SQUARE PLAQUE FACE 24" x 24" REF PLANS A, H, I DIFFUSER I TITUS PAR -AA LAY -IN PERFORATED RETURN DIFFUSER, 24" x 24" REF PLANS B, G ALUMINUM FACE WITH STEEL BACK PAN. J TITUS PAR -AA SURFACE MOUNT PERFORATED RETURN DIFFUSER, 24" x 24" REF PLANS A, G ALUMINUM FACE WITH STEEL BACK PAN. O TITUS PAR -AA LAY -IN PERFORATED RETURN DIFFUSER, 24" x 24" REF PLANS B, G ALUMINUM FACE WITH STEEL BACK PAN. R TITUS 350FL SURFACE MOUNT ALUMINUM LOUVERED RETURN GRILLE, 3/4" --- REF PLANS C BLADE SPACING, 35 DEGREE DEFLECTION, LONG BLADES NOTES: A. PROVIDE WITH MANUFACTURER'S OPPOSED BLADE DAMPER AT NECK. B. PROVIDE WITH BALANCING DAMPER AT BRANCH TAKE OFF. LOCATE DAMPER IN ACCESSIBLE AREA. IF THERE IS NO ACCESSIBLE AREA, PROVIDE 8"x8" ACCESS PANEL. C. PROVIDE WITH FACE MOUNTED DAMPER. D. PROVIDE WITH SQUARE TO ROUND ADAPTER. E. PROVIDE WITH BLANK OFF FOR CEILING GRID. F. PROVIDE WITH MANUFACTURER'S PLENUM BOX. G. PAINT BACK PAN AND INSIDE OF DUCTWORK AT DIFFUSER BLACK UNTIL FIRST ELBOW. H. PROVIDE WITH MANUFACTUER'S MOLDED INSULATION BLANKET. I. REFER TO FLOOR PLAN FOR DIFFUSER BLANK OUTS. PROVIDE WITH FLOW ON ALL DIRECTIONS UNLESS NOTED OTHERWISE ON FLOOR PLANS. FAN SCHEDULE MOUNTING FAN EXHAUST FAN VOLT PHASE MARK AREA SERVED MANUFACTURER MODEL TYPE CFM ESP (in-wg) HERTZ MOTOR -HP CONTROL METHOD NOTES TF-1 ELECTRICAL ROOM GREENHECK CSP-A700-VG IN -LINE 760 0.25 120 / 1 / 60 1/3 T-STAT SET @ 90OF A,B,C,D,F GENERAL INFORMATION (ALL DEVICES): 1. FAN AND CURB ARE FURNISHED AND INSTALLED BY MECHANICAL CONTRACTOR.REF ARCH/STRUCTURE DRAWINGS FOR FRAMING AND FLASHING DETAILS. 2. FANS ARE FURNISHED WITH BACKDRAFT DAMPER, SPEED CONTROLLER, BIRDSCREEN, AND DISCONNECT. A. REFERENCE ELECTRICAL DRAWINGS FOR INFORMATION REGARDING FAN INTERLOCK. B. PROVIDE WITH 1"x1" WIRE MESH AND HARDWARE CLOTH. C. PROVIDE SPRING ISOLATORS WITH ALL -THREAD ROD FOR VIBRATION DAMPENING. D. PROVIDE THERMOSTAT FOR FAN CONTROL. E. FASTEN FAN TO ROOF CURB ON ALL SIDES WITH SCREWS. F. INSTALL PER MANUFACTURERS RECOMMENDATIONS. ARCHITECTURE PLANNING INTERIORS GRAPHICS 2948 SIDCO DR. NASHVILLE, TN 37204 (P) 615.244.8170 (F) 615.244.8141 www.mjmarch.com �M.SC �Q50Ot y7.1 WAS $j145 �vAr.�, May 03, 2024 Jason M. Scates teamofchoice.com P.E. SUITE 5274 479-636-5004 1805 N 2ND ST JOB NO.: 31189 ROGERS, AR 72756 DESIGNED BY: MBO OHANA GROWTH PARTNERS 212 WEST PADONIA RD. TIMONIUM, MD 21093 PLANET FITNESS - EDMONDS 22515 HIGHWAY 99, EDMONDS, WA 98026 SNOHOMISH COUNTY PERMIT SET 03/06/24 MJ M # 23450 NO. DESCRIPTION DATE 3 AHJ COMMENTS 05/03/24 This drawing and the design shown is the property of the architect. The reproduction, copying or use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. HVAC SCRIFIEMN 9LES May 09 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT M002 Q w co z Q J U) z O U z O a U O J w 0 W z O U) LU It LU LU '2 VJ 0 ;> N Iry LL J O E MI N Iry I n W 73 >Q c O LU n I C5 O I DO co 4 U O 0 O E N D 6"a 50 16"/8" RA BREAK 125 8"o 100 E E18"0 D 00 8"o 100 8"o SA TYP STORAGE 124 I 8"o 100 D 175 TYP 6-PLCS N16"o I 600 TYP 2-PLCS N 12"o RA MENS SHOWERS N 116 WOMENS SHOWERS 113 ElHVAC PLAN SCALE: 1/8" = V-0" 1 O 6"o 8"0 50 6" o RA 150 BACKFLOW 119 oF11111111111111R 11 18"/6" RISER CV� 13 127 D 6 TYP 4-PLCS n 12 8"o SA 50 J %8'0 CLO6ETBACKROOMS 121 E RTU-1 100 \`� # RTU-1 OFFICE 8"o SA Oo RTU-4 0 L�r 123 8"o SA TYP I D 100 100 8"o RA 6"o 3 6"o TYP 100 100 2 T d � 9 d d 105 CI'm OSA 10"/10" RA T-STAT BANK (RTU 1-5) EA 200 CFM OSA S 7 RTU-3 S 7 DOAS-1 HS 5 i 6"/14" EA I 1 1 I 2 1 1 I 1 I 1 RECEPTION 1 101 1 I 1 I I 1 I. h�a 1 - — — — — — — — — — — — — — — — — — — — — — — — — —0 0 0 FUNCTIONAL TRAINING 120 RTU-4 7 S RTU-5 7 S n O RTU-5 11 EXERCISE FLOOR 117 „ b p LAVJ RTU-6 n n n L �I F� o o p a VESTIBULE 100 ■ 0 0 0 9 H 14'712" STORAGE 1 --- 203 100 I CL 14'712" RA 6"o 202 100 T F-1 7 T TF-1 16"/8" RA oD Ow 60 100 12"o SA TYP 2-PLCS M EZZAN I N E_/ 200 16"/8" RA H x I 8"o 200 2 12" SA 1 8"� D 16"/8" RA I o EA 10" o H 100 245 12"/ 12" 760 TYP 5-PLCS 2 8 n HVAC PLAN - MEZZANINE SCALE: 1/8" = 1'-0" 8"o SA 16"/8" RA 12"/12" SA RTU-1 , "o SA H 14'712" HVAC KEYNOTES ## 1. PACKAGED ROOFTOP AC UNIT DUCTWORK DOWN TO CONNECT TO RUSKIN ROOFTOP SYSTEMS MODEL 570 DIFFUSER. MOUNT DIFFUSER AS HIGH AS POSSIBLE AT CONSISTENT HEIGHT. FOLLOW ALL MANUFACTURER'S INSTALLATION INSTRUCTIONS. PROVIDE FULL SIZE RETURN OPENING AND COVER WITH HARDWARE CLOTH. REFER TO DETAIL 1/M001. 2. MOUNT TIGHT TO STRUCTURE. 3. REFER TO 2/M101 FOR CONTINUATION. 4. PROVIDE THERMOSTAT BANK ON WALL OF ROOM TO ALLOW CONTROL OF ALL MECHANICAL UNITS FROM SINGLE CENTRAL LOCATION. COORDINATE FINAL THERMOSTAT BANK LOCATION WITH BUILDING OWNER PRIOR TO INSTALLATION. 5. DEDICATED OUTSIDE AIR SYSTEM, FULL SIZE DUCTWORK DOWN, PROVIDE VOLUME DAMPER AFTER BRANCH DUCT THEN CONNECT TO RUSKIN ROOFTOP SYSTEMS MODEL 570 DIFFUSER. MOUNT DIFFUSER AS HIGH AS POSSIBLE AT CONSISTENT HEIGHT. FOLLOW ALL MANUFACTURERS INSTALLATION INSTRUCTIONS. 6. PROVIDE FULL SIZE OPENING ON END OF DUCT AFTER VOLUME DAMPER AND BRANCH DUCT COVERED WITH HARDWARE CLOTH. 7. MOUNT TEMPERATURE SENSOR 72" AFF UNLESS NOTED OTHERWISE. 8. MOUNT TRANSFER AIR GRILLE 17'-10" A.F.F. TO BOTTOM OF GRILLE. 9. MOUNT EXHAUST AIR GRILLE 7'-6" ABOVE MEZZANINE FLOOR TO BOTTOM OF GRILLE. 10.DOWN TO LOWER OFFICE LEVEL PLENUM. 11.DUCT ROUTED FROM MEZZANINE PLENUM SPACE. 12.MOUNT TRANSFER GRILLE V-0" A.F.F. TO BOTTOM OF GRILLE. 13.MOUNT TRANSFER GRILLE V-0" BELOW DECK TO TOP OF GRILLE. HVAC GENERAL NOTES A. ALL EXISTING HVAC EQUIPMENT TO BE REMOVED UNLESS NOTED OTHERWISE. B. CAP AND SEAL ROOFTOP PENETRATIONS NOT BEING REUSED. C. ROUTE DUCT THROUGH JOIST WHERE NECESSARY. D. MOUNT TEMPERATURE SENSORS 72" AFF UNLESS NOTED OTHERWISE. v UJI I k\ /f ARCHITECTURE 2948 SIDCO DR. PLANNING NASHVILLE, TN 37204 INTERIORS (P) 615.244.8141 w GRAPHICS www.mjmar615.244.81ch.com 11 M SC i WASy�N 1�J, 55145 Apr 23, 2024 Jason M. Scates teamofchoice.com P.E. SUITE 5274 479-636-5004 1805 N 2ND ST JOB NO.: 31189 ROGERS, AR 72756 DESIGNED BY: MBO O HANA GROWTH PARTNERS 212 WEST PADONIA RD. TIMONIUM, MD 21093 PLANET FITNESS - EDMONDS 22515 HIGHWAY 99, EDMONDS, WA 98026 SNOHOMISH COUNTY J Q W W z O \ PERMIT SET 03/06/24 MJ M # 23450 W Q 0 NO. DESCRIPTION DATE 2 OWNER REQ. 04/23/24 UPDATES This drawing and the design shown is the property of the architect. The reproduction, copying or use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. HVAC FLOOR �� I May 09 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT M 101 W W U) u HVAC KEYNOTES ## GENERAL NOTES ROOF ACCESS DEMO EXHAUST FAN PROVIDE WITH INSULATED CURB COVER, TYP. DEMO EXISTING RTU. 50FCQA04 PLACE NEW RTU IN 3 TON EXISTING CURB. MODIFY OR 683 LB REPLACE EXISTING CURB AS NEED. RTU-1 O r _ _ _ i i i 62XM 12F 12 TON 3710 LBS DOAS-1 50FCQA04 q TnNI HVAC ROOF PLAN DEMO ROOFTOP UNIT PROVIDE WITH INSULATED CURB COVER, TYP. i____-J i____� RTU-4 50FCQM07 6 TON 792 LB DEMO EXISTING RTU. PLACE NEW RTU IN EXISTING CURB. MODIFY OR REPLACE EXISTING CURB AS NEED. 50FCQM12 10 TON 955 LB 1. PROVIDE PVC P-TRAP FOR CONDENSATE. P-TRAP SIZE EQUAL TO CONNECTION SIZE. DRAINS TO TERMINATE PER LOCAL AUTHORITY HAVING JURISDICTION, TYP OF ALL MECHANICAL EQUIPMENT. 2. VENT THROUGH ROOF. MAINTAIN 10'-0" MINIMUM CLEARANCE TO OUTSIDE AIR INTAKE(S). A. REFER TO ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR EXACT LOCATIONS OF ROOFTOP EQUIPMENT. B. REFER TO HEATING, VENTILATING & AIR CONDITIONING SPECIFICATIONS AND GENERAL CONDITIONS FOR ADDITIONAL REQUIREMENTS. C. PROVIDE LEVEL CURBS FOR ROOFTOP UNIT INSTALLATION. D. MAINTAIN ROOFTOP EQUIPMENT CLEARANCES PER MANUFACTURER'S RECOMMENDATIONS AND CODE COMPLIANCE. E. COORDINATE WITH ELECTRICAL CONTRACTOR FOR POWER CONNECTIONS TO ALL MECHANICAL EQUIPMENT. F. REUSE EXISTING ROOF PENETRATIONS WHERE POSSIBLE. PROVIDE ROOF CURB ADAPTER WHERE NECESSARY. V cn C) I k\ /f �-- JL�' 1�V 11: ARCHITECTURE 2948 SIDCO DR. PLANNING NASHVILLE, TN 37204 INTERIORS (P)615.244.8170 615.244.8141 GRAPHICS (F) www.mjmarch.com www.mjmarch.com 11 M• SC 0�i WASy7N 1�J, 55145 Mar 07, 2024 Jason M. Scates teamofchoice.com P.E. SUITE 5274 479-636-5004 1805 N 2ND ST JOB NO.: 31189 ROGERS, AR 72756 DESIGNED BY: MBO OHANA GROWTH PARTNERS 212 WEST PADON IA RD. TIMONIUM, MD 21093 PLANET FITNESS - EDMONDS 22515 HIGHWAY 99, EDMONDS, WA 98026 SNOHOMISH COUNTY J Q W U) W z O z O Q U O J PERMIT SET 03/06/24 MJM # 23450 W Q 0 NO. DESCRIPTION DATE This drawing and the design shown is the property of the architect. The reproduction, copying or use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. MECHANICAL & FFRWItING Rd T4:PkAN DEPARTMENT W U) SCALE: 1/8" = 1'-0" M102 V Cl) I k\ /f 0 N ry H J O E I M N ry d I W 75 QI U) C O E LU n I CD O I M 00 C`7 N Z3 U O O E CU U) D i BLACK CARD HVAC PLAN SCALE: 3/8" = V-0" 200 CFM 4 n 11 / 4 N 1 !l O A HVAC KEYNOTES ## 1. MOUNT TEMPERATURE SENSOR 72" AFF UNLESS NOTED OTHERWISE. 2. PROVIDE AIR DEVICE WITH BLACK FINISH. ARCHITECTURE 2948 SIDCO DR. PLANNING NASHVILLE, TN 37204 INTERIORS (P)615.244.8170 GRAPHICS (F) 615.244.8141 www.mjmarth.coarccom ��y M• SC� ,�QS��i WASy�N 1�J, y G 55145 Apr 23, 2024 Jason M. Scates teamofchoice.com P.E. SUITE 5274 479-636-5004 1805 N 2ND ST JOB NO.: 31189 ROGERS, AR 72756 DESIGNED BY: MBO OHANA GROWTH PARTNERS 212 WEST PADON IA RD. TIMONIUM, MD 21093 PLANET FITNESS - EDMONDS 22515 HIGHWAY 99, EDMONDS, WA 98026 SNOHOMISH COUNTY J Q W U) W z O PERMIT SET 03/06/24 MJM # 23450 W Q NO. DESCRIPTION DATE 2 OWNER REQ. 04/23/24 UPDATES This drawing and the design shown is the property of the architect. The reproduction, copying or use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. ENLARGED HV�fUNkAN May 09 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT M201 U) z O W ry LA REDUCED PRESSURE BACKFLOW PREVENTER SCHEDULE DESIGNATION QUANTITY I SERVING I G.P.M. P.D. (psig) MANUFACTURER MODEL NUMBER COMMENTS RPBP-1 1 IPLANETFITNESS 1 65 11 WATTS PF909-QT 2" SIZE NOTE: ALL PIPING TO BE RIGIDLY SUPPORTED. PRESSURE GAUGE, TYP 2" COLD WATER TO BUILDING DOMESTIC WATER SYSTEM SERVICE MAIN SHUT-OFF VALVE 2" REDUCED PRESSURE BACKFLOW PREVENTER FULL SIZE DRAIN PORT CONNECTION I-x1vill-I L 1\I - I V-,ixrADE FINISHED FLOOR I J 2" WATER SERVICE, SEE PLUMBING ° FLOOR PLAN FOR CONTINUATION REDUCED PRESSURE BACKFLOW PREVENTER DETAIL SCALE: N.T.S. COMBINED TEMPERATURE AND PRESSURE RELIEF VALVE EXPANSION TANK CW SUPPLY C I6 - HW RECIRC. LINE HOT WATER CIRCULATING T PUMP U Z 01 O VENT PIPE CHECK VALVE (TYP) T&P BALL VALVE (TYP) HW SUPPLY DIELECTRIC UNION (TYP) DRAIN VALVE CONCRETE PAD ELECTRIC WATER HEATER WITH RECIRCULATION PUMP DETAIL SCALE: N.T.S. PLUMBING FIXTURE SCHEDULE BRANCH SIZE (MIN) CW HW WASTE VENT MARK FIXTURE QTY NOTES FCO FLOOR CLEANOUT 2 14,15 P-1 WATER CLOSET (FLOOR MOUNT) 4 1 1/4" 4" 2" 1,13 P-1A ADA WATER CLOSET (FLOOR MOUNT) 3 1 1/4" 4" 2" 1,13 P-2 URINAL 2 3/4" 2" 1 1/2" 3,13 P-3 LAVATORY 4 1/2" 1/2" 1 1/2" 1 1/2" 5 P-3A LAVATORY 1 1/2" 1/2" 1 1/2" 1 1/2" 5 P-4 MOP SINK 1 3/4" 3/4" 3" 2" 10 P-5 ELECTRIC DRINKING FOUNTAIN 1 1/2" 1 1/2" 1 1/4" 6 P-6 SHOWER 4 1/2" 1/2" 3" 1 1/2" 7,12 P-6A ADA SHOWER 2 1/2" 1/2" 3" 1 1/2" 7,12 P-7 FLOOR DRAIN 5 3" 2" 9,11 P-11 BREAKROOM SINK 1 1/2" 1/2" 2" 1 1/2" 19 WCO CLEANOUT 1 4" 14,15 NOTES: 1. KOHLER WELLCOMME ULTRA K-96053-0, VITREOUS CHINA, 15" HEIGHT, ELONGATED BOWL, FLOOR MOUNTED, BOTTOM OUTLET, TOP SPUD, 1.28 GPF WATER CLOSET, COLOR -WHITE. WITH SLOAN ROYAL 111 ESS HARDWIRE SENSOR, WATER CONSERVING 1.28 GPF, CHROME PLATED FLUSH VALVE AND CHURCH MODEL 9500SSCT, OPEN FRONT HEAVY DUTY PLASTIC SEAT, COLOR -WHITE. REFER TO ARCHITECTURAL DRAWINGS FOR SPACING. VERIFY LOCATION OF FIXTURES WITH ARCHITECTURAL DRAWINGS. 2. KOHLER HIGHCLIFF ULTRA K-96057-0, VITREOUS CHINA, 16-1/2" HEIGHT, ELONGATED BOWL, FLOOR MOUNTED, BOTTOM OUTLET, TOP SPUD, 1.28 GPF ADA COMPLIANT WATER CLOSET, COLOR -WHITE. WITH SLOAN ROYAL 111 ESS HARDWIRE SENSOR, WATER CONSERVING 1.28 GPF, CHROME PLATED FLUSH VALVE AND CHURCH MODEL 9500SSCT, OPEN FRONT HEAVY DUTY PLASTIC SEAT, COLOR -WHITE. REFER TO ARCHITECTURAL DRAWINGS FOR SPACING. VERIFY LOCATION OF FIXTURES WITH ARCHITECTURAL DRAWINGS. INSTALL FLUSH CONTROL ON APPROACH SIDE OF FIXTURE. 3. EQUAL TO KOHLER K-4991-ET-0, VITREOUS CHINA, LOW CONSUMPTION 1.0 GPF, ELONGATED 14" RIM FROM FINISHED WALL, WASHOUT FLUSH ACTION, TOP SPUD URINAL, COLOR -WHITE. WITH SLOAN BATTERY POWERED OPTIMA PLUS G2 MODEL 8186-1, CHROME PLATED HIGH EFFICIENCY FLUSH VALVE AND ZURN 1222 SERIES URINAL SUPPORT WITH RECTANGULAR STEEL UPRIGHTS AND SUPPORT PLATES. REFER TO ARCHITECTURAL DRAWINGS FOR SPACING. VERIFY LOCATION OF FIXTURES WITH ARCHITECTURAL DRAWINGS.COORDINATE LOCATION OF ADA COMPLIANT FIXTURES WITH ARCHITECTURAL. 4. COORDINATE LOCATION OF ADA COMPLIANT FIXTURES WITH ARCHITECTURAL. 5. KOHLER K2602-SU-NA UNDER -MOUNT, STAINLESS STEEL FINISH BATHROOM SINK WITH HYDROTEK HE-5000E BATTERY POWERED SENSOR FAUCET, VANDAL RESISTANT 0.5 GPM AERATOR, GRID STRAINER, OFFSET P-TRAP, AND CHROME PLATED SUPPLIES WITH LOOSE KEY ANGLE STOPS. PROVIDE TRU-BRO P-TRAP AND WATER SUPPLY INSULATION KIT OR EQUAL. PROVIDE ASSE 1070 TMV SET TO 110°F. 6. ELKAY LZSTL8WSLK BI-LEVEL, WALL MOUNTED, STAINLESS STEEL FINISH ELECTRIC WATER COOLER WITH FRONT BUBBLER BUTTON ACTIVATION AND 8 GPH CHILLER. ZURN 1220 SERIES SUPPORT ASSEMBLY. FURNISHED WITH EZH2O BOTTLE FILLING STATION. 7. SHOWER BUILT IN PLACE ARCHITECTURALLY SPECIFIED WITH DELTA FAUCET T17230/R10000-UNWS. WITH DELTA MULTI -CHOICE SELECTOR MONITOR 13 SERIES PRESSURE BALANCING BATH MIXING VALVE WITH SCALD -GUARD, SOLID BRASS FABRICATED BODY, TEMPERATURE ONLY CONTROLLED WITH METAL LEVER HANDLE. 8. SHOWER BUILT IN PLACE ARCHITECTURALLY SPECIFIED WITH DELTA FAUCET T13H153/R10000-UNWS, HEAVY DUTY FORGED BRASS VALVE BODY SHOWER VALVE WITH HAND HELD SHOWERHEAD, 24" COMBINATION SS SLIDE/GRAB BAR AND INTEGRAL CHECK STOP INLETS. 9. ZURN ZN-P-Z415-B FLOOR DRAIN WITH "B" TYPE STRAINER. 10. FLORESTONE MSR-2424 MOP SINK. SPEAKMAN SC-5811 EXPOSED YOKE WALL -MOUNTED UTILITY SINK WITH VACUUM BREAKER. 11. PROVIDE PRECISION PLUMBING PRODUCTS'PRIME RITE' TRAP PRIMER ON EACH P-7 DRAIN. 12. PROVIDE SCHLUTER-KERDI-LINE TRENCH DRAIN. SEE ARCHITECTURAL LAYOUT. REFER TO ARCHITECT FOR FINISH AND GRATE SELECTION. 13. PROVIDE WATTS LF15M2 SHOCK ABSORBER. 14. PROVIDE ZURN FLOOR AND WALL CLEANOUTS AS INDICATED ON THE DRAWINGS OR WHERE REQUIRED IN ALL SOIL, WASTE, AND DRAIN LINES. IN AREAS WITH CERAMIC TILE OR CARPETED FLOORING, PROVIDE CLEANOUTS WITH SQUARE, ADJUSTABLE, NICKEL BRONZE TOP. IN AREAS WITH RESILIENT FLOORING, PROVIDE CLEANOUTS WITH SQUARE, ADJUSTABLE,NICKEL BRONZE TOP WITH TILE RECESS. CLEANOUTS SHALL BE SAME SIZE AS PIPE EXCEPT THAT CLEANOUTS LARGER THAN 4" WILL NOT BE REQUIRED. WHERE CLEANOUTS OCCUR IN WALLS OF FINISHED AREAS, THEY SHALL BE CONCEALED BEHIND CHROME PLATED ACCESS COVERS. 15. CONNECTION SIZES AS SHOWN ON PLANS. 16. KOHLER K-2030 WALL -MOUNT, VITREOUS CHINA ADA COMPLIANT LAVATORY WITH SLOAN OPTIMA EAF-100-P-ISM SENSOR FAUCET WITH ADAPTOR TO HARDWIRE, VANDAL RESISTANT 0.5 GPM AERATOR, GRID STRAINER, OFFSET P-TRAP, AND CHROME PLATED SUPPLIES WITH LOOSE KEY ANGLE STOPS. PROVIDE TRU-BRO P-TRAP AND WATER SUPPLY INSULATION KIT OR EQUAL. PROVIDE ASSE 1070 TMV. 17. WOODFORD MODEL 26 WALL MOUNTED HOSE BIBB w/WOODFORD 50 HF BACKFLOW PREVENTER. MOUNT HYDRANT AT 48" A.F.F. 18. GUY GREY B-200. 19. PROVIDE ELKAY 20SB DROP -IN COLONY 25"x22" ADA COMPLIANT SINGLE BOWL STAINLESS STEEL BREAK ROOM SINK. 8" DEEP BOWL WITH (3) FAUCET HOLES. PROVIDE WITH COLONY PRO SINGLE CONTROL FAUCET WITH DECK PLATE AND STANDARD 3-1/2" STRAINER DRAIN ASSEMBLY. 1.5 GPM AERATOR, OFFSET P-TRAP, AND CHROME PLATED SUPPLIES WITH LOOSE KEY ANGLE STOPS. PROVIDE TRU-BRO P-TRAP AND WATER SUPPLY INSULATION KIT OR EQUAL. PROVIDE ASSE 1070 TMV SET TO 110°F. ELECTRIC WATER HEATER (TANK TYPE) SCHEDULE TANK CAPACITY TEMP. RISE RECOVERY ELEMENT MARK MANUFACTURER MODEL (GAL.) (°F) RATE (GPH) V / PH / HZ HEAT KIT (KW) # ELEMENTS CAPACITY (W) NOTES WH-1 A.O. SMITH DRE-120 119 80 77 480 / 3 / 60 15 3 5000 1,2,3,4 WH-2 A.O. SMITH DRE-120 119 80 77 480 / 3 / 60 15 3 5000 1,2,3,4 GENERAL INFORMATION (ALL UNITS) AS APPLICABLE: 1. PROVIDE T&P RELIEF. ROUTE TO DRAIN. 2. SET OUTLET TEMPERATURE AT 140F. 3. PROVIDE WATTS PLT-12 EXPANSION TANK. FIXED BLADDER TYPE EXPANSION TANK. 4.4 GALLON MINIMUM TOTAL CAPACITY, FACTORY STANDARD PRECHARGE CAPACITY. 4. PROVIDE WITH HOT WATER RECIRCULATION PUMP. HWRP1/2. BELL & GOSSETT NBF 9U/LW OR EQUIVALENT 120/1/60 PROVIDE TIMER AND BALANCING VALVE SET TO 3 GPM SPECIFICATIONS PIPING INSULATION SOIL, WASTE, AND VENT PIPING PROVIDE THERMAL INSULATION ON ALL HOT & COLD WATER, AND SOIL, WASTE, AND VENT PIPING 10" AND SMALLER SHALL BE SERVICE HORIZONTAL WASTE PIPING IN CEILING SPACES. USE SELF-SEALING WEIGHT, HUBLESS, CAST IRON PIPE AND FITTINGS WITH NEOPRENE CLOSED CELL FOAM OR JACKETED FIBERGLASS INSULATION WITH GASKET AND STAINLESS STEEL SHIELD AND CLAMP. PROVIDE HUB -TYPE MANUFACTURER APPROVED ADHESIVES, SEALERS, AND COATINGS. ALL PIPE AND FITTINGS BELOW GRADE WHERE REQUIRED BY LOCAL CODES. MATERIALS USED SHALL NOT EXCEED 25 FOR FLAME SPREAD, 50 FOR SCHEDULE 40 PVC PIPE AND FITTINGS WITH SOLVENT WELD MAY BE FUEL CONTRIBUTED, OR 50 FOR SMOKE DEVELOPED. UNLESS SUBSTITUTED FOR SOIL, WASTE, AND VENT PIPING ABOVE AND BELOW OTHERWISE REQUIRED BY THE LOCAL AUTHORITIES OR ENERGY CODES, GRADE IF ALLOWED BY LOCAL AUTHORITY HAVING JURISDICTION. THE MINIMUM INSULATION LEVELS SHALL BE AS FOLLOWS: HORIZONTAL RUNS 3" OR LESS SHALL DRAIN AT A GRADE OF 1/4" PER FOOT AND RUNS 4" OR MORE SHALL DRAIN AT 1/8" PER FOOT. PVC PIPING PIPE SIZE INSULATION THICKNESS WILL NOT BE ALLOWED TO BE INSTALLED IN RETURN AIR PLENUMS. 1" DIA OR LESS 1" 1" TO 2" 1" DOMESTIC WATER PIPING 2" DIA OR GREATER 1-1/2" DOMESTIC WATER PIPING 2" AND SMALLER SHALL BE PEX OR COPPER (INSULATION VALUE = 4 TO 4/6 / INCH) TUBE WITH WROUGHT COPPER SWEAT FITTINGS JOINED WITH LEAD FREE SOLDER. PROVIDE TYPE "L" COPPER TUBE ABOVE GRADE AND VALVES TYPE "K" BELOW GRADE. GENERAL PLUMBING CONTRACTOR TO PROVIDE VALVES WHERE INDICATED ON HANGERS AND SUPPORTS PLANS AND AS NECESSARY FOR PROPER SYSTEM OPERATION AND THE PLUMBING SUBCONTRACTOR SHALL FURNISH ALL PIPE SUPPORTS COMPONENT ISOLATION. REQUIRED FOR HIS EQUIPMENT AND MATERIAL. ALL HORIZONTAL RUNS OF PIPING SHALL BE SUPPORTED BY PIPE HANGERS SPACED NOT MORE VALVES THAN 10 FEET O.C. FOR PIPES 1-1/4" AND LARGER, AND 8 FEET O.C. FOR PROVIDE VALVES FOR WORKING PRESSURE IN WATER PIPING OF 125 PSI PIPES SMALLER THAN 1-1/4" AND EACH JOINT FOR SOIL OR WASTE PIPE. OR GREATER. UNLESS NOTED OTHERWISE VALVES SHALL BE AS ADDITIONAL SUPPORTS SHALL BE PROVIDED WHERE REQUIRED TO FOLLOWS PREVENT SAGGING. HANGERS AND PIPE ATTACHMENTS TO BE FACTORY FABRICATED WITH GALVANIZED COATINGS; NON METALLIC COATED FOR VALVE TYPE MANUFACTURER MODEL # HANGERS IN DIRECT CONTACT WITH COPPER TUBING. CHECK VALVE (UP TO 2") NIBCO #S-22 FULL PORT BALL VALVE (UP TO 3") NIBCO #S-FP-600 CONNECTIONS GATE VALVE (UP TO 3" NIBCO #S-11 INSTALL UNIONS ADJACENT TO EACH VALVE AND AT FINAL CONNECTION TEMPERATURE AND PRESSURE WILKINS #TP1100A TO EACH PIECE OF EQUIPMENT. INSTALL DIELECTRIC COUPLINGS TO RELEIF VALVE CONNECT PIPING MATERIALS OF DISSIMILAR METALS. SCREW JOINT STEEL PIPING UP TO AND INCLUDING 1-1/2". WELD PIPING USING LEAD GENERAL PLUMBING NOTES FREE SOLDER FOR SOLDERING DOMESTIC WATER COPPER PIPE. SCOPE THE INTENT OF THE SPECIFICATION AND THE DRAWINGS IS TO PROVIDE CLEANOUTS A COMPLETE AND FULLY OPERATIONAL PLUMBING SYSTEM. THE PROVIDE ZURN OR EQUIVALENT FLOOR AND WALL CLEANOUTS AS PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL ALL LABOR, INDICATED ON THE DRAWINGS OR WHERE REQUIRED IN ALL SOIL, MATERIAL, AND EQUIPMENT NECESSARY TO COMPLETE THE PLUMBING WASTE, AND DRAIN LINES. IN AREAS WITH CERAMIC TILE OR CARPETED WORK. FLOORING, PROVIDE CLEANOUTS WITH SQUARE, ADJUSTABLE, NICKEL BRONZE TOP. IN AREAS WITH RESILIENT FLOORING, PROVIDE SITE EXAMINATION LCEANOUTS WITH SQUARE, ADJUSTABLE NICKEL BRONZE TOP WITH TILE THE PLUMBING CONTRACTOR SHALL THOROUGHLY EXAMINE ALL AREAS RECESS. CLEANOUTS SHALL BE SAME SIZE AS PIPE EXCEPT THAT WHERE FIXTURES, EQUIPMENT, AND PIPING WILL BE INSTALLED AND WILL CLEANOUTS LARGER THAN 4" WILL NOT BE REQUIRED. WHERE REPORT ANY CONDITION THAT, IN THEIR OPINION, PREVENTS THE CLEANOUTS OCCUR IN WALLS OF FINISHED AREAS, THEY SHALL BE PROPER INSTALLATION OF THE PLUMBING WORK. CONCEALED BEHIND CHROME PLATED ACCESS COVERS. STANDARDS INSTALLATION EQUIPMENT AND MATERIALS SHALL CONFORM WITH APPROPRIATE INSTALL EXPOSED PIPING FREE OF SAGS FROM BENDS. PROVIDE PROVISIONS OF ASME, ASTM, UL, NEMA, ANSI, ASHRAE, AND NFPA AS BRACKET STANDOFFS FROM MOUNTING SURFACES SUFFICIENT TO APPLICABLE TO EACH INDIVIDUAL UNIT OR ASSEMBLY. ALLOW 1" CLEANING SPACE AROUND ALL PIPING, INCLUDING ANY ADDED PIPING INSULATION. INSTALL FITTINGS FOR CHANGES IN DIRECTION AND CODES BRANCH CONNECTIONS. INSTALL SLEEVES FOR PIPES PASSING ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH ALL THROUGH CONCRETE AND MASONRY WALS, GYPSUM BOARD APPLICABLE STATE AND LOCAL CODES AND ORDINANCES. IN THE CASE PARTITIONS, CONCRETE FLOOR, AND ROOF SLABS. SEAL PIPE OF CONFLICT BETWEEN THE DRAWINGS/SPECIFICATIONS AND THE PENETRATIONS THROUGH RATED CONSTRUCTION WITH FIRESTOPPING CODES AND ORDINANCES, THE HIGHEST STANDARD SHALL APPLY. THE SEALANT MATERIAL. UNDERGROUND WATER AND SEWER LINES SHALL PLUMBING CONTRACTOR SHALL SATISFY CODE REQUIREMENTS AS A BE LAID IN SEPARATE TRENCHES WITH A MINIMUM HORIZONTAL SPACING MINIMUM STANDARD WITHOUT ANY EXTRA COST. AS REQUIRED BY CODE, EXCAVATEDTO THE PROPER DEPTH AND GRADE TO PRODUCE THE REQUIRED FALL. INSTALL UNDERGROUND PLASTIC PERMITS & FEES PIPE IN ACCORDANCE WITH ASTM D2321. THE PLUMBING CONTRACTOR SHALL PROCURE AND PAY FOR ALL PERMITS, FEES, AND INSPECTIONS NECESSARY TO COMPLETE THE TESTING PLUMBING WORK. ALL PIPES SHALL BE TESTED BY AN APPROVED METHOD BEFORE THEY ARE BACKFILLED OR CONCEALED. AFTER TESTING IS COMPLETE, THE WARRANTY PLUMBING CONTRACTOR SHALL DISINFECT THE POTABLE WATER THE PLUMBING CONTRACTOR SHALL UNCONDITIONALLY WARRANT ALL SYSTEM AS REQUIRED BY LOCAL AUTHORITY. WORK TO BE FREE OF DEFECTS IN MATERIAL AND WORKMANSHIP FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF FINAL ACCEPTANCE AND WILL REPAIR OR REPLACE ANY DEFECTIVE WORK PROMPTLY AND WITHOUT CHARGE AND RESTORE ANY OTHER EXISTING WORK DAMAGED IN THE COURSE OF REPAIRING DEFECTIVE MATERIALS AND WORKMANSHIP. PLUMBING SYMBOLS SS SANITARY SEWER GREASE WASTE GW ST STORM SEWER OVERFLOW/ROOF DRAIN LINE DOMESTIC COLD WATER DOMESTIC HOT WATER - - - DOMESTIC HOT WATER RETURN NATURAL GAS G CD - - - - - - - - CONDENSATE DRAIN PLUMBING VENT UNION ELBOW - TURNED DOWN i C ELBOW - TURNED UP TEE -TURNED DOWN TEE - TURNED UP BALL VALVE PLUG VALVE CHECK VALVE bC SHUT-OFF VALVE IN VERTICAL LINE WATER PRESSURE REGULATOR BACKFLOW PREVENTER WATER/FLOW METER M WHA WATER HAMMER ARRESTOR T & P RELIEF VALVE TMV THERMOSTATIC MIXING VALVE FLOOR DRAIN FD1 O ROOF DRAIN/OVERFLOW ROOF DRAIN FCO FLOOR CLEANOUT YCO YARD CLEANOUT FREEZE PROOF WALL HYDRANT ---+FPWH -� HB WCO/CO HOSE BIBB WALL CLEANOUT/CLEANOUT - GAS PRESSURE REGULATOR GAS COCK eCONNECT NEW TO EXISTING 0 SHOCK ABSORBER (WHA) GENERAL PIPING NOTES 1. INSTALL VTR'S A MINIMUM OF 24" FROM ROOF EDGE AND/OR PARAPET WALLS. INSTALL VTR'S AND EXHAUST FANS A MINIMUM OF 10'-0" FROM OUTSIDE AIR INTAKE OF ROOFTOP UNITS. INSTALL EXHAUST FANS AND ROOFTOP UNITS A MINIMUM OF 10'-0" FROM EDGE OR A MINIMUM OF 60" FROM PARAPET WALLS THAT ARE AT LEAST 42" HIGH. V cnI k\ /f ARCHITECTURE PLANNING INTERIORS GRAPHICS 2948 SIDCO DR. NASHVILLE, TN 37204 Mar 19, 2024 (P)615.244.8170 (F) 615.244.8141 www.mjmarch.com Jason M. Scates teamofchoice.com P.E. SUITE 5274 479-636-5004 1805 N 2ND ST JOB NO.: 31189 ROGERS, AR 72756 DESIGNED BY: MBO O HANA GROWTH PARTNERS 212 WEST PADON IA RD. TIMONIUM, MD 21093 PLANET FITNESS - EDMONDS 22515 HIGHWAY 99, EDMONDS, WA 98026 SNOHOMISH COUNTY J Q LU U) z Q J D U) z O U LLI z O PERMIT SET 03/06/24 MJ M # 23450 LLJ Q NO. DESCRIPTION DATE 1 INTAKE 03/19/24 REQUIREMENTS This drawing and the design shown is the property of the architect. The reproduction, copying or use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. PLUMBING SCImES & S DEPARTMENT U) z O LU Pool ry J O EI co N IY d I W 7_5I Q C O E W d I O I 00 (y) 4 Z3 U O 0 E N EXT STORAGE 129 4" RISER II 127 u BREAK II' r 125 WCO ,RESRO STORAGE 128 ° II II II II II II '' I 1 11 II II o l 1 s IBACKROOMS , f_ I 4"SS 121 OFFICE 1 1/2"V 123 1 1 /2"SS STORAGE 124 II ' I NO PLUMBING ON " I ; MEZZANINE LEVEL II 1 I a 'I II II III II III II ------- II- ' II I'------ ----- II P201 P201 -—— — e e O pSH I 116 I'I II n II I n I I II I ' I II I I i II MENS LOCKERS II 115 '6 I � u I I IinI II I WOMENS LOCKERS 3 112 I I IW ENS M SHOWERS L— `------------- ------ 7 1 rFTI u MASS TANNING - (� , \\O4 GE 105 \ / r 1 II ,� FUTURE BC SPA -` 106 103 u � YBRID� HYDRO 07 - �� c \--� DR] TANNING 109 n u MINES mill cwH L - I I I I I I I FUNCTIONAL TRAINING 120 EXERCISE FLOOR 117 �J 1�tJ RECEPTION 101 u u1 IT VESTIBULE 1�u 102 100 Flo OVERALL PLUMBING FLOOR PLAN SCALE: 1/8" = V-0" n n n n u 1 TYP n PLUMBING KEYNOTES* 1. ROUTE 2" COLD WATER TO NEW INCOMING SERVICE LINE WITH WATER METER AND BACKFLOW PREVENTER. GC TO COORDINATE EXACT LOCATION. MINIMUM REQUIRED WATER SERVICE SHALL BE 2" AND 50 PSI. IF WATER SUPPLY IS INADEQUATE CONTACT ENGINEER OF RECORD. DO NOT ROUTE THRU ELECTRICAL ROOM. 2. ROUTE COLD WATER SUPPLY PIPE TIGHT TO DECK. 3. INSTALL NEW SANITARY SEWER LINE AS SHALLOW AS POSSIBLE. 4. CONNECT TO EXISTING SANITARY SEWER. FIELD VERIFY EXACT LOCATION, SIZE, DEPTH, AND DIRECTION OF FLOW OF EXISTING SANITARY SEWER PIPING PRIOR TO CONSTRUCTION. PLUMBING GENERAL NOTES A. COORDINATE BUILDING SEWER LOCATION AND INVERT ELEVATION WITH CIVIL DRAWINGS. B. SANITARY SEWER PIPING SHOWN IS BASED ON 1/4" PER FOOT FALL FOR PIPING 3" OR SMALLER AND 1/8" PER FOOT FALL FOR PIPING 4" OR LARGER. C. CLEANOUT COVERS FLUSH WITH FINISHED FLOOR. D. PROVIDE ADDITIONAL TRAP SEAL PRIMERS AT NO EXTRA COST IF REQUIRED BY AUTHORITY HAVING JURISDICTION. E. PROVIDE ACCESS DOORS TO VALVES THAT ARE NOT READILY ACCESSIBLE. F. INSTALL VTR'S A MINIMUM OF 24" FROM PARAPET WALL AND A MINIMUM OF 10 FEET FROM OUTSIDE AIR INTAKE OF ROOFTOP EQUIPMENT. G. REFER TO RISER DIAGRAMS AND PLUMBING FIXTURE SCHEDULES FOR ALL PIPING AND PIPE SIZES NOT SHOWN ON PLAN. RISER DIAGRAMS AND SCHEMATIC IN NATURE AND DO NOT REFLECT EVERY OFFSET, RISER, OR UNION. PIPE FITTINGS AND UNIONS, IF SHOWN ON THE RISER, SHALL NOT BE USED FOR TAKE -OFF OR ESTIMATING PURPOSES. H. WATER PIPING IN AREAS SUBJECT TO FREEZING TEMPERATURES SHALL NOT BE PERMITTED. I. LOCATE SHOCK ABSORBERS ON ALL SUPPLY FIXTURES THAT HAVE A FLUSH VALVE OR ANY QUICK ACTING VALVES. J. WHEREVER POSSIBLE, PIPING SHALL BE RUN CONCEALED. COORDINATE LOCATION OF ALL PIPING WITH HVAC AND ELECTRICAL SUBCONTRACTORS. COORDINATE CUTTING AND PATCHING WITH GENERAL CONTRACTOR. INSTALL A BENT METAL PLATE OVER EXPOSED SUPPLY AND VENT LINES IN LOCATIONS WHERE THEY MAY BE SUBJECT TO DAMAGE. K. ALL MEP TRADES, INCLUDING SPRINKLER, MUST COORDINATE WITH OTHER DISCIPLINES PRIOR TO INSTALLATION. L. ANY PIPING WITHIN THE RETURN AIR CEILING SHALL BE CAST IRON. A/S SYSTEM DESIGN INTENT NOTES 1. MODIFY EXISTING SPRINKLER SYSTEM FOR RENOVATED SPACE. EXISTING BUILDING IS PROTECTED BY A WET PIPE A/S SYSTEM. PROVIDE RENOVATION TO EXISTING A/S SYSTEM TO MEET TENANT LAYOUT PER REQUIREMENTS OF NFPA 13. 2. SPRINKLER DESIGN DENSITY SHALL BE LIGHT HAZARD IN ALL AREAS EXCEPT STORAGE CLOSETS AND ELECTRICAL / MECHANICAL ROOMS. THESE ROOMS SHALL HAVE A DESIGN DENSITY OF ORDINARY HAZARD GROUP 1 OR HIGHER AS REQUIRED BY NFPA 13. 3. DO NOT ROUTE SPRINKLER FEED BULK MAIN OR CROSS MAIN ABOVE ELECTRICAL ROOM(S). 4. REFER TO ELECTRICAL PLANS FOR POWER CONNECTIONS TO FLOW AND TAMPER SWITCHES. 5. SPRINKLER PIPING TO BE SCHEDULE 40 STEEL FOR 2" AND SMALLER, SCHEDULE 10 THIN WALL FOR 2-1/2" AND LARGER. 6. FIELD VERIFY ELEVATION OF ALL A/S BULK MAINS AND BRANCH LINES. RAISE EXISTING A/S BULK MAINS AND BRANCH LINES AS REQUIRED TO ENSURE LINES ARE ABOVE NEW CEILING HEIGHTS. 7. FIRE SPRINKLER SHOP DRAWING PLANS SHALL BE PREPARED BY A FIRE SPRINKLER CONTRACTOR LICENSED IN THE STATE. THE SPRINKLER CONTRACTOR SHALL SUBMIT THE SPRINKLER SHOP DRAWINGS, HYDRAULIC CALCULATIONS, AND MATERIAL DATA TO THE A/E FOR REVIEW AND APPROVAL. THE A/E APPROVED PLANS WILL BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION OF ANY SPRINKLER WORK. 8. PROVIDE QUICK RESPONSE SPRINKLERS THROUGHOUT BUILDING. A. RECESSED PENDANT HEADS IN ALL AREAS WITH FINISHED CEILINGS COORDINATE EITHER CHROME OR FINISH TO MATCH ADJACENT CEILING FINISH WITH ARCHITECT PRIOR TO INSTALLATION. B. BRASS UP -RIGHT HEADS IN ALL AREAS WITH UNFINISHED CEILINGS AND BUILDING SHELL AREA FOR FUTURE TENANT SPACE RENOVATION. PROVIDE HEAD GUARDS IN ELECTRICAL ROOM(S), MECHANICAL ROOM(S) AND STORAGE ROOM(S). U w U Q ARCHITECTURE 2948 SIDCO DR. PLANNING NASHVILLE, TN 37204 INTERIORS (P)615.244.8170 GRAPHICS (F) 615.244.8141 www.mjmarth.coarccom ' Ci M• S 4 S��i WASy7N 1�J, y G 55145 Mar 07, 2024 Jason M. Scates teamofchoice.com P.E. SUITE 5274 479-636-5004 1805 N 2ND ST JOB NO.: 31189 ROGERS, AR 72756 DESIGNED BY: MBO OHANA GROWTH PARTNERS 212 WEST PADON IA RD. TIMONIUM, MD 21093 PLANET FITNESS - EDMONDS 22515 HIGHWAY 99, EDMONDS, WA 98026 SNOHOMISH COUNTY PERMIT SET 03/06/24 MJM # 23450 NO. DESCRIPTION DATE This drawing and the design shown is the property of the architect. The reproduction, copying or use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. OVERALL LFw PNG FL aY T cE LAN DEPARTMENT P 10 1 J Q LU LU Z O w Q 0 W w co 0 0 N ry ILL. J O E co N ry In I W 73 QI Cn c O E LU I I CD O I DO M 4 U O 0 E L Cn D I I I' I' 2 , TYP MENS SHOWERS 116 — I — n RESTROOM DOMESTIC WATER PLAN SCALE: 1/4" = 1'-0" MENS LOCKERS 115 ",— W H-2 1 W R P-2 L-1--P-5 RESTROOM DWV PLAN SCALE: 1/4" = 1'-0" PLUMBING KEYNOTES i 1. NEW 4" SANITARY LINE. CONNECT TO EXISTING SANITARY SEWER. FIELD VERIFY EXACT LOCATION, SIZE, DEPTH, AND DIRECTION OF FLOW OF EXISTING SANITARY SEWER PIPING PRIOR TO CONSTRUCTION. 2. ROUTE COLD WATER SUPPLY PIPE TIGHT TO DECK. 3. INSTALL NEW SANITARY SEWER LINE AS SHALLOW AS POSSIBLE. W U W U Q ARCHITECTURE 2948 SIDCO DR. PLANNING NASHVILLE, TN 37204 INTERIORS (P) 615.244.8170 GRAPHICS w4.8141 ww.mjmarmarch.com 11 M SC WASy�N 1�J, 5S 14S Mar 07, 2024 Jason M. Scates teamofchoice.com P.E. SUITE 5274 479-636-5004 1805 N 2ND ST JOB NO.: 31189 ROGERS, AR 72756 DESIGNED BY: MBO O HANA GROWTH PARTNERS 212 WEST PADONIA RD. TIMONIUM, MD 21093 PLANET FITNESS — EDMONDS 22515 HIGHWAY 99, EDMONDS, WA 98026 SNOHOMISH COUNTY J Q W U) W z O PERMIT SET 03/06/24 MJ M # 23450 W Q 0 NO. DESCRIPTION DATE This drawing and the design shown is the property of the architect. The reproduction, copying or use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. ENLARGED PLFWNG F L O6114 c1A N S DEPARTMENT P201 U) z O W ry \ r L� V Cl) I k\ /f 4"S II \ \ II \ \ II \ II \ II \ \ II II \ \ I I I I \ \'.*"2"SS V II II \ \ \ \ NO PLUMBING ON \ \ MEZZANINE LEVEL II II \ \ II II \ \ i--I_W CO I I \ P-1A P-3A i CONTINUATION II I II �i' / \3°ss v \ 4"SS \ \ \ II \ \ I I \ \ \ �2"SS V I I \ \ /' I I ' I I I I II \ R II \\ 21ISs v 4" VTR II I I I I I I I I 3"SS V I I II II\v_------72"SSv f1 \ \\ I I I I I I I 3"SS V \ I I I I I I I P-7I I I I I I I \\\ \ I 3"SS V I I II II II � I I I I I I P-3 I I I / I P-4 II I II II II II � I II15 II I II \ \ II II I I I \\ I I II ' \� II P-6 II II II \ II II I I I I I I II �' 11� II I I II oloo, I I I I I I I I I I I I \\ 4"SS V II II I II I II II II II I I I I I I \\�` 1-1 � \ � II II I I I I I I \ / I II I I I I 3"SS v�\ 3"ss II I I I I � II P 6 I I P-7 I I I I II I Ir I I I I I I \ I I 31Iss I \i i P-6A PLUMBING WASTE AND VENT RISER \ r1 1/2°SS V RISER DIAGRAMS ARE SCHEMATIC IN NATURE AND DO NOT REFLECT EVERY OFFSET, RISER OR UNION. PIPE FITTINGS AND UNIONS, IF SHOWN ON THE RISER, SHALL NOT BE USED FOR TAKE —OFF OR ESTIMATING PURPOSES. \ 4"SS i i / ARCHITECTURE 2948 SIDCO DR. PLANNING NASHVILLE, TN 37204 INTERIORS (P)615.244.8170 615.244.8141 GRAPHICS (F) www.mjmarth.coarccom 11 M• SC ,�QS��i WASy�N 1�J, 55145 Mar 07, 2024 Jason M. Scates teamofchoice.com P.E. SUITE 5274 479-636-5004 1805 N 2ND ST JOB NO.: 31189 ROGERS, AR 72756 DESIGNED BY: MBO OHANA GROWTH PARTNERS 212 WEST PADON IA RD. TIMONIUM, MD 21093 PLANET FITNESS - EDMONDS 22515 HIGHWAY 99, EDMONDS, WA 98026 SNOHOMISH COUNTY J Q W U) z Q J r� V J z O U W >z O PERMIT SET 03/06/24 MJM # 23450 W Q 0 NO. DESCRIPTION DATE This drawing and the design shown is the property of the architect. The reproduction, copying or use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. PLUMBING %WPE dET ,f 04 DEPARTMENT U) z O W NO P301 W W �2 V ) 0 ry J O co N ry W 7I Cn c O w q O rnI DO M 4 U O 0 E L i / /- �2" CW j RISER DIAGRAMS ARE SCHEMATIC IN NATURE AND DO NOT REFLECT EVERY OFFSET, RISER OR UNION. PIPE FITTINGS AND UNIONS, IF SHOWN ON THE RISER, SHALL NOT \� BE USED FOR TAKE -OFF OR ESTIMATING PURPOSES. I' 1! P-1A i li NO PLUMBING ON MEZZANINE LEVEL i P-3 NNII "H W \IINII /- �, CONTINUATION \ 2"CW ,l 3/4"H W R ,`'\/,,/ I l,� �• /' - /- ; I i H W 3/4"H W R ,i P-5 V� 3/4"H W R /' I / I HWRP-2 I �,. P 6 I ! ! I ,/, P-3-� 1 1 /2"C W I �'\ �2"C W! o® i ! I �� , �3/4 H W /-/ l 'v ,/- I I ,'; �•. HWRP-1 j P-6 ! i i P-3�, `�\, I I i I ''- 1 /2"C W P-2 i W H-2 1 1 /4 C W'00 i I 1 1/2"CW ,/- W H-1 /► 1011 '\ Iloo / I "loll i I ' ! P-1A ' I I i P-1 ' I P-1 I I ! ! I I I I P-6 P-1 ; 1 I I ' 1 /P-6 I ! ! /P-6A li PLUMBING SUPPLY RISER SCALE: N.T.S. v I k\ I F__ JL V V JLi� ARCHITECTURE 2948 SIDCO DR. PLANNING NASHVILLE, TN 37204 INTERIORS (P) 615.244.8170 GRAPHICS w4.8141 ww.mjmarmarch.com rM- SC� WASy�N 1�J, y G 55145 Mar 07, 2024 Jason M. Scates teamofchoice.com P.E. SUITE 5274 479-636-5004 1805 N 2ND ST JOB NO.: 31189 ROGERS, AR 72756 DESIGNED BY: MBO O HANA GROWTH PARTNERS 212 WEST PADONIA RD. TIMONIUM, MD 21093 PLANET FITNESS - EDMONDS 22515 HIGHWAY 99, EDMONDS, WA 98026 SNOHOMISH COUNTY J Q W U) W Z O PERMIT SET 03/06/24 MJ M # 23450 W Q 0 NO. DESCRIPTION I DATE This drawing and the design shown is the property of the architect. The reproduction, copying or use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. PLUMBING RWLBR �h4 9S DEPARTMENT P302 U) Z O W r L� O� Nt U c N rin I W 75I U) _0 O E W in O MI 00 \" TMM J N I U O r) Q I O 0 U m > 0 O O W U) A u 0 3.8 3.5 O e E102 SR OCS OCS EXISTING TYP. EXISTING TYP. SR E102 E110 E110 \ EXT STORAGE 129 4L1-1 PART STORAGE E102 OCS OCS 128 O E102 SR RISER RESTROOM BREAK 127 125 122 �I SPA J�\J��J IJ J K OCS CLOSET BACKROOMS J J OCS OC 126 121 K 71 "COS K E102 � TR E102 f f COS OC � E102 AL10 TR STORAGE 4L1 7 124 OCS K UCS J '—� J ----- J J J SP STORAGE IT 124 123 STRETCH & MOBILITY 118 AL10 AL10 4L1-3 4L1-5 i 2P1-1 G G � G G G� G � E106 G G E106 G� G MENS LOCKERS G 115 G G G c, G G SR G E102 G G MENS SHOWERS G 116 G E102 SR M04 I . G� G G G �G E106 c� ( D G E106 ° V M04 G 2P1-7 G G F E101 G G 0 G G G G SP UTILITY o E106 G 114 G M05 G G G G E102 E106 G G WOMENS O G G G SR M05 LOCKERS 112 SR G G G, E102 GAG G G G G G WOMENS E106 SHOWERS G 113 G G 2P1-3 TANNING MM4 H 1G G 05� I E117 2P1-37 G C2 G 0 E106 FUNCTIONAL TRAINING 120 AL10 4L1-3 AL10 4L1-3 2 TR E102 i AL10 E105 AL10 4L1-7 2P1-9 4L1-3 14 E102 1 1 TR AL10 AL10 4L1-11 4L1-3 AL10 - 4L1-7 A / E102 AL10 �TR� 4L1-7 AL10 4L1-11 E106 AL10 4L1-3 k�� AL10 4L1-5 AL10 4L1-5 9 TYP E401 AL10 AL10 4L1-5 4L1-7 E101 TYP OF AL10 E100 TYP OF AL10 BACKFLOW 4L1-1 -s---__P4 119 PART SP O E102 AL10 4L1-3 E102 AL10 AL10 'L10 4L1-11 4L1-7 4L1-11 TR Q E106 E106 EXERCISE FLOOR 117 AL10 AL10 4L1-7 4L1-11 E102 E106 TR AL10 AL10 4L1-7 4L1-3 AL10 AL10 AL1-7 4L1-3 ills AL10 AL10 AL10 4L1-3 4L1-5 41L1-7 AL10 4L1-3 �L10 L1-7 MASSAGE AL10 - AL10 AL10 AL10 G G 4L1-7 4L1-3 4L1-5 4L1-7 G H 104 , MM4 (OCS DB DB E102 G G G E102 OSDB (= ABC SPA TR 103 O DL - TR FUTURE 106G AL10 AL10 AL10 I HYDRO M02 4L1-7 4L1-3 4L1-5 L1-7 111 G H HYBRID G A 1 107 G OSDB DB H! 2 TR DB M02 G G E102 FB LZ RECEPTION TANNING H M 02 E107 101 AL10 AL10 AL10 108 G OSDB 4L1-11 4L1-5 4L1-7 G E107 LZ2 E106 H FB LZ2 2P1-3 TYP 5 E402 M02 G�� OSDB 2 INV OSDB INV125 G G G OCS E102 �F F G BEAUTY10G 0 AL10 AL10 AL10 4L1 11 TR F F 4L1 5 4L1-7 TANNING OFFICE 102 E106 109 E110 VESTIBULE TR E102 (DVIA TIME CLOCK Q 4L1-9 r= - l 2P1-26 1 EXISTING. CLEAN AND RELAMP FIXTURES. TYP VIA TIME CLOCK �} TYP J E402 BUILDING SIGN ELECTRICAL LIGHTING PLAN SCALE: 1/8" = 1'-0" TR Q E102 E102 AL10 TR 4L1-3 Y AL10 4L1-3 E102 e ITR��i AL10 4L1-3 r4Ll-0 LEl 11 6 �TR E102 AL10 4L1-3 KEYNOTES NOTE KEYNOTE E100 CIRCUIT HIGH BAY FIXTURES AS SHOWN FOR LIGHT LEVEL REDUCTION CONTROL. E101 CIRCUIT THROUGH CONTACTOR/TIMECLOCK WITH OVERRIDE SWITCH. SWITCH SHALL BE DIMMABLE PER CURRENT ENERGY CODE REQUIREM ENTS.000RDINATE FINAL LOCATION OF OVERRIDE SWITCH WITH OWNER AND GENERAL CONTRACTOR. E102 EMERGENCY LIGHT/EXIT SIGN. CONNECT TO UNSWITCHED PORTION OF ADJACENT LIGHTING CIRCUIT. MOUNT AT 1 U-0" IN EXERCISE AREAS AND 6" BELOW CEILING IN AREAS WITH ACT/HARD CEILINGS. E105 EXERCISE FAN. PROVIDE POWER CONNECTION AS SHOWN WITH WITH CONTROLS AT THE RECEPTION DESK (VERIFY FINAL LOCATION WITH OWNERS REPRESENTATIVE PRIOR TO INSTALLATION). PROVIDE NEUTRAL CONDUCTOR FOR 120V LIGHT IF REQUIRED. CONNECT FIRE RELAY WIRING TO FIRE ALARM SYSTEM PER MANUFACTURER'S INSTRUCTIONS. REFER TO MANUFACTURER'S INSTALLATION INSTRUCTIONS FOR ADDITIONAL INFORMATION. E106 UNSWITCHED LIGHT FIXTURE CONNECTED TO EMERGENCY LIGHTING INVERTER. CONNECT ROOM DIMMING CONTROLS IF APPLICABLE PER MANUFACTURER'S INSTALLATION MANUAL. ROUTE CIRCUIT IN ACCORDANCE WITH NEC ARTICLE 700 PART IV. E107 LIGHT FIXTURE CONNECTED TO EMERGENCY LIGHTING INVERTER. CONNECT ROOM DIMMING CONTROLS TO LIGHTING INVERTER PER MANUFACTURER'S INSTALLATION MANUAL. ROUTE CIRCUIT IN ACCORDANCE WITH NEC ARTICLE 700 PART IV. E110 ROUTE EXISTING POWER TO NEW CIRCUIT AS SHOWN. REFER TO PANEL SCHEDULE FOR REQUIRED LIGHTING CONTROLS. E117 CIRCUIT THROUGH DIMMER SWITCH AT RECEPTION DESK (VERIFY FINAL LOCATION WITH OWNERS REPRESENTATIVE PRIOR TO INSTALLATION.) SWITCH SCHEDULE COORDINATE WITH NATIONAL ACCOUNT VENDOR (NATIONAL ELECTRIC AND LIGHT UNLESS NOTED OTHERWISE) FOR QUANTITY AND INSTALLATION INSTRUCTIONS. SWITCH TYPE DESCRIPTION MODEL COS MICROSET DUAL TECH LOW VOLTAGE CEILING SENSOR - DUAL RELAY OAC-DT-1000 (SENSOR) CONTROL, WHITE FINISH, CONNECTED TO HEAVY DUTY SWITCHPACK, SP20-MV (POWER PACK) 120/277V DB MULTI -LOAD DECORATOR DIMMER, SINGLE -POLE OR 3-WAY, WITH ON/OFF WBSD-DEC-05 SWITCH AND SLIDE DIMMER, 120V - GRAY, BLACK, OR WHITE FINISH DL 0-10V SLIDE DIMMER WALLSTATION, SINGLE -POLE OR 3-WAY, WITH ON/OFF WBSD-010SLD-W SWITCH AND SLIDE DIMMER, 120/277V - WHITE FINISH OCS WALL MOUNTED PASSIVE INFRARED (PIR) WALL SWITCH OCCUPANCY ODS06-IDW SENSOR, 120/277V, 1600 SQUARE FOOT COVERAGE, 180° WHITE OSDB PIR OCCUPANCY SENSOR WITH CL DIMMER, 120V - BLACK FINISH MSCL-OP153M-BL SP SINGLE POLE SWITCH (BY EC) HUBBELL CSL120 OR APPROVED EQUAL UCS NEOSWITCH DUAL TECH/DUAL RELAY WALL SWITCH SENSOR - 120/277V ONW-D-1001-DMV-W WHITE FINISH 2 REMOVED: B, B8, BL1A ELECTRICAL SYMBOL LEGEND SYMBOL DESCRIPTION ® MULTI -USE VOICE/DATA/VIDEO RECEPTACLE, 1 "C TO ABOVE CEILING, 18" AFF UNO TV JUNCTION BOX FOR TELEVISION, 4" SQUARE, 1 "C TO ABOVE CEILING, COORDINATE HEIGHT WITH ARCHITECTURAL PLANS JO JUNCTION BOX, 4" SQUARE, 18" AFF UNO DUPLEX RECEPTACLE, NEMA 5-20R, 18" AFF UNO QUAD RECEPTACLE, NEMA 5-20R, 18" AFF UNO RECEPTACLE MOUNTED ABOVE COUNTER, 42" AFF LINO (� SPECIAL RECEPTACLE, CONFIRM REQUIREMENTS WITH 1' EQUIPMENT MANUFACTURER D DISCONNECT, NON -FUSIBLE. REFER TO PLANS FOR SPECIFICS. # WALL -MOUNTED SWITCH. REFER TO SWITCH SCHEDULE THIS SHEET FOR SPECIFIC TYPES. ® CEILING -MOUNTED OCCUPANCY SENSOR MOTOR CONNECTION O MECHANICAL SENSOR, COORDINATE INSTALLATION WITH MECHANICAL INSTALLER. FS-A—P-1 SECURITY ALARM PANEL ❑ TROFFER OR LIGHTING PANEL, REFER TO LIGHT FIXTURE SCHEDULE FOR MOUNTING DETAILS. 00 RECESSED CAN/PENDANT FO WALL SCONCE TRACK, REFER TO PLANS FOR SPECIFIC LENGTH Fj ❑ TRACK HEAD pQ4 EMERGENCY LIGHT/REMOTE HEADS, CEILING/WALL MOUNT ® EXIT SIGN, FACES & ARROWS AS SHOWN, CEILING MOUNTED / WALL MOUNTED, BATTERY BACKUP 4,,p 4 EMERGENCY LIGHT / EXIT SIGN COMBO, CEILING MOUNTED / lb� WALL MOUNTED, BATTERY BACKUP ELECTRICAL HOMERUN, CONCEALED IN WALL OR CEILING ELECTRICAL HOMERUN, CONCEALED UNDER FLOOR/SLAB f� ELECTRICAL HOMERUN, EXPOSED OR SURFACE ELECTRICAL ABBREVIATIONS: ABC ABOVE COUNTER AFF ABOVE FINISHED FLOOR CF CEILING FAN CID CIRCULATING PUMP EC ELECTRICAL CONTRACTOR ECB ENCLOSED CIRCUIT BREAKER EDF ELECTRIC DRINKING FOUNTAIN EF EXHAUSTFAN G GROUND FAULT CIRCUIT INTERRUPT GC GENERAL CONTRACTOR GFCI GROUND FAULT CIRCUIT INTERRUPT GR GROUND HC HVAC CONTRACTOR JB JUNCTION BOX PC PLUMBING CONTRACTOR TTB TELEPHONE TERMINATION BOARD UC UNDERCOUNTER UH UNIT HEATER UNO UNLESS NOTED OTHERWISE VIF VERIFY IN FIELD WH WATER HEATER WP WEATHER PROOF DEVICE WR WEATHER RESISTANT DEVICE ELECTRICAL GENERAL NOTES A. GC SHALL VERIFY ANY THIRD PARTY INSPECTIONS REQUIRED BY LOCAL AUTHORITY HAVING JURISDICTION PRIOR TO BIDDING THIS PROJECT. B. ALL LOW VOLTAGE WIRING TO BE INSTALLED PER THE NEC AND APPROVED BY THE AUTHORITY HAVING JURISDICTION. C. ALL EMERGENCY LIGHTS & EXIT SIGNS ARE TO BE CONNECTED TO THE UNSWITCHED PORTION OF THE ADJACENT LIGHTING CIRCUIT. ALL EMERGENCY FIXTURES TO REMAIN ACTIVE FOR 90 MINUTE MINIMUM. D. ALL ELECTRICAL MATERIALS, DEVICES, APPLIANCES, AND EQUIPMENT SHALL BE LABELED AND LISTED BY A CERTIFIED TESTING LABORATORY OR AGENCY. E. ALL LIGHTING, DUCTWORK, SOFFITS, AND CEILING COMPONENT HEIGHTS ARE TO BE COORDINATED WITH THE ARCHITECT. F. ATTENTION LIGHTING SUPPLIER AND CONTRACTOR: ENSURE ALL LIGHTING EXPOSED TO PLENUM IS PLENUM RATED. G. COORDINATE THE MOUNTING OF ALL HIGH -BAY FIXTURES AND CEILING FANS WITH ARCHITECT PRIOR TO INSTALLATION. H. VERIFY MOUNTING HEIGHTS OF ALL FIXTURES WITH ARCHITECTURAL ELEVATIONS PRIOR TO ROUGH -IN. I. PROVIDE A SEPARATE EQUIPMENT GROUNDING CONDUCTOR (SIZE PER NEC) IN PVC TYPE CONDUIT, POWER CIRCUITS, ISOLATED GROUND CIRCUITS, OR AS SHOWN ON PLANS. CONDUIT SHALL BE SIZED PER NEC BASED ON THWN 600 VOLT COPPER SINGLE CONDUCTORS, PLUS THE EQUIPMENT GROUNDING CONDUCTOR. J. WIRING SHALL INCLUDE FINAL CONNECTION TO ALL EQUIPMENT IN CONFORMANCE WITH EQUIPMENT SUPPLIER WIRING DIAGRAMS. K. CONTRACTOR IS RESPONSIBLE FOR PROVIDING COMPLETE PANELBOARD IDENTIFICATION SCHEDULES. L. BRANCH CIRCUIT CONDUCTORS SHALL BE MINIMUM #12 AWG UNLESS NOTED OTHERWISE IN SCHEDULES. WHERE 20A BRANCH CIRCUITS HAVE #8 AND LARGER WIRE SPECIFIED, #10 AWG WIRE SHALL BE USED FOR THE FINAL CONNECTION (15 FOOT MAXIMUM). M. WHERE BRANCH CIRCUITS ARE GROUPED, SIZE CONDUIT AND DERATE CURRENT CARRYING CONDUCTORS PER NEC. N. PROVIDE HANDLE TIES ON ALL MULTIWIRE BRANCH CIRCUITS TO MEET NEC REQUIREMENTS. 0. SUPPORT FROM STRUCTURE: NO ATTACHMENT OF ANY TYPE SHALL BE MADE TO BRIDGING OR JOIST WEB MEMBERS. UTILIZE ONLY THE TOP AND BOTTOM CHORDS FOR SUPPORTING THE ELECTRICAL SYSTEM INSTALLATIONS. REFER TO STRUCTURAL PLANS. P. WHERE GROUPED CONDUITS ARE INSTALLED WITHIN THE JOIST SPACE, COORDINATE WITH SPRINKLER CONTRACTOR PRIOR TO INSTALLATION IN ORDER TO MAINTAIN REQUIRED CLEARANCES FROM SPRINKLERS. Q. SEAL PENETRATIONS IN FIRE RATED WALLS PER NEC 300.21. R. ELECTRICAL EQUIPMENT, FIXTURES, DEVICES, AND OTHER ITEMS SHOWN IN THESE PLANS IN GREY HALFTONE ARE EITHER EXISTING TO REMAIN OR PART OF LANDLORD SHELL PACKAGE. S. PROVIDE ARC -FLASH COORDINATION STUDY PER NEC. T. PROVIDE (1) 1/2" CONDUIT AND (1) 4" SQUARE BOX WITH SINGLE GANG DEVICE RING FOR ALL THERMOSTAT LOCATIONS INDICATED ON MECHANICAL DRAWINGS. ROUTE CONDUIT FROM BOX TO ACCESSIBLE CEILING CAVITY. PROVIDE PLASTIC BUSHING ON EXPOSED CONDUIT ENDS. PROVIDE PULL STRING IN ALL EMPTY CONDUIT SYSTEMS. COORDINATE EXACT LOCATIONS AND MOUNTING HEIGHTS WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH -IN. U. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH THE LOW VOLTAGE CONTRACTOR TO CLARIFY SCOPE OF WORK BEFORE BID OR INSTALLATION. V. ALL CONDUIT ROUTING IS DIAGRAMMATIC UNLESS OTHERWISE NOTED AND IS NOT INDICATIVE OF FINAL LOCATIONS. COORDINATE WITH GENERAL CONTRACTOR TO INSTILL CONDUIT BASED ON DESIGN INENT. W. WIRING DEVICES: DEVICE MOUNTING HEIGHTS ARE FROM FINISHED FLOOR TO CENTER OF OUTLET BOX UNLESS NOTED OTHERWISE ON PLANS. COORDINATE THE STANDARD MOUNTING HEIGHTS WITH MASONRY: a. SWITCHES 42 " AFF b. RECEPTACLES 18" AFF c. VOICE/DATA 18" AFF X. OUTLET AND SWITCH PLATE SHALL MATCH SUROUNDING WALL FINISH COLOR. LIGHTING FIXTURE SCHEDULE NOTES: A. COORDINATE WITH NATIONAL ACCOUNT VENDOR (NATIONAL ELECTRIC AND LIGHT UNLESS NOTED OTHERWISE) FOR QUANTITY AND INSTALLATION INSTRUCTIONS. TYPE LOAD QTY DESCRIPTION CATALOG NUMBER LAMP COMMENTS AL10 100 W 55 100W LINEAR HIGH BAY- 15000 LUMENS, 120/277V, 3500K, 0-10V DIMMABLE WITH FROSTED NEL-LHB100W-3500K-UNV-WHITE (FIXTURE) INTEGRATED LED 0-10V DIMMING POLYCARBONATE LENSES, 8' POWER CABLE & 8' DIMMING CABLE - WHITE FINISH, WITH (2) NEL-LHB-HOOKS (V-HOOKS) V-HOOKS AND (2) 12' LENGTHS OF AIRCRAFT CABLE FOR HANGING. 12FT-ACC-KIT (12' AIRCRAFT HANGER CABLE) C2 52 W 1 96"x48" LIGHT BOX MADE UP OF (4) 28W 46", MULTI -VOLT, T5 FLUORESCENT STRIP FIXTURES S128MV (4) 13W 48" LED LINEAR (MISSION STATEMENT SIGNAGE) T5 LAMP - BALLAST COMPATIBLE - 120/277V, 3500K, FROSTED GLASS F 17.5 W 5 17.5W 5/6" ROUND DIMMABLE LED REFLECTOR, 120V, 1200 LUMENS, 90+ CRI, 3500K, WHITE NEL-563135WW/12 (FIXTURE) INTEGRATED LED 2 FINISH, WHITE FLANGE W/ 6" IC AIR TIGHT DEDICATED NEW CONSTRUCTION HOUSING NHIC-6LMRAT (HOUSING) FB 17.5 W 2 17.5W 5/6" ROUND DIMMABLE LED REFLECTOR, 120V, 1200 LUMENS, 90+ CRI, 3500K, BLACK NEL-563135BB/12 (FIXTURE) INTEGRATED LED FINISH, BLACK FLANGE W/ 6" IC AIR TIGHT DEDICATED NEW CONSTRUCTION HOUSING NHIC-6LMRAT (HOUSING) G 12 W 12W 5/6" ROUND DIMMABLE LED REFLECTOR, 120V, 750 LUMENS, 90+ CRI, 3500K, WHITE FINISH, NELAC-563135WW (FIXTURE) INTEGRATED LED WHITE FLANGE W/ 6" IC AIR TIGHT DEDICATED NEW CONSTRUCTION HOUSING NHIC-6LMRAT (HOUSING) H 12 W 6 12W 5/6" ROUND DIMMABLE LED REFLECTOR, 120V, 750 LUMENS, 90+ CRI, 3500K, BLACK FINISH, NELAC-563135BB (FIXTURE) INTEGRATED LED BLACK FLANGE W/ 6" IC AIR TIGHT DEDICATED NEW CONSTRUCTION HOUSING NHIC-6LMRAT (HOUSING) INV125 240 W 2 125W EMERGENCY INVERTER - INCLUDES (1) EMIU-125 UNIT & (1) BATTERY EMIU-125 N/A INV720 240 W 1 720W EMERGENCY INVERTER - INCLUDES (1) EMIU-720 UNIT & (2) BATTERIES EMIU-720 N/A J 30 W 19 2x2 LED BACK -LIT WHITE TUNABLE (3000K, 3500K, 4000K) PANEL, 35001m, 30W, 120-347V, WHITE, NEL-22/30W/334/WH INTEGRATED LED 0-10V DIMMING 0-10V DIMMING K 45 W 4 2x4 LED BACK -LIT TUNABLE WHITE PANEL, 56001m, 45W, 3000/3500/4000K, 120-347V, WHITE, NEL-24/45W/334/WH INTEGRATED LED 0-10V DIMMING 0-10V DIMMING LZ 190 W 1 71" WHITE LED UP AND DOWN LIGHT PD87772 INTEGRATED LED LZ2 125 W 2 48" WHITE LED UP AND DOWN LIGHT PD87748 INTEGRATED LED M02 10 4 L E I E L O Y O AS AG P 2 LA19/5 30 D M04 low 2 PLANET FITNESS WALL SCONCE MALE SYMBOL TPFM (2) LA19/5/30K/D M05 low 2 PLANET FITNESS WALL SCONCE FEMALE SYMBOL TPFF (2) LA19/5/30K/D MM4 5 W 2 PLANET FITNESS WALL SCONCE MINI MASSAGE MMV-MASSAGE LA19/5/30K/D 0 3 W 6 LED EMERGENCY WITH 3.6V NiCad BATTERY - 3.6V, 1.5W x 2 HEADS WITH 9 LEDS, 1.5 HOUR NELEXL700-HOW1 INTEGRATED LED DISCHARGE, 24 HOUR CHARGE, 120/277V P4 40 W 6 40W 48" ARCHITECTURAL LED LINEAR FIXTURE - 4400 LUMENS, 3500K, 120-277V, 0-10V NEL48-LP-35K-D-0-10V-ACC-144-WT INTEGRATED LED 0-10V DIMMING DIMMABLE WITH DIFFUSED POLYCARBONATE LENS AND WITH 12' WHITE POWDER & 12' WHITE 0-10V DIMMABLE CABLES AS WELL AS 12' AIRCRAFT CABLE KIT FOR HANGING - WHITE FINISH Q 3 W 4 LED WET LISTED EMERGENCY REMOTE DUAL HEAD - GRAY - 1.5W x 2 HEADS - CUL LISTED NELWEXH-810L-1.5WG INTEGRATED LED SR 5 W 7 UNIVERSAL SINGLE/DOUBLE FACE - RED LETTERING - COMBO - HIGH OUTPUT REMOTE NELCB810DR-HORC-W-1 INTEGRATED LED CAPABLE - WHITE - 120/277V TR 5 W 17 LED RED LETTERING, COMPACT SIZE LED EXIT WITH LED LAMP - SINGLE OR DOUBLE FACED NELKD-800-R-RC-W-1 INTEGRATED LED REMOTE CAPABLE (MAX 4.8V 1.92W) ONE BATTERY 120/277V 2P1-5 E102 4L1 11 O ELEC. CL STORAGE P4 201 202 203 P4 SP P4 2P1 1 z INV720 OCR z INV125 P4 P4 J �� J �� J SP OC COS MEZZANINE 200 J J J J E102 ELECTRICAL LIGHTING PLAN - MEZZANINE SCALE: 1/8" = 1'-0" V co I k\ it LFJ_J_ IE JL V V AL C) cr ARCHITECTURE 2948 SIDCO DR. PLANNING NASHV LLE, TN 37204 INTERIORS (P) 615.244.8170 GRAPHICS (F) 615.244.8141 www.mjmarch.com r 48429 �C.t S r'QFG Apr 23, 2024 Jason C. Adams teamofchoice.com P.E. SUITE 5268 479-636-5004 1805 N 2ND ST JOB NO.:31189 ROGERS, AR 72756 DESIGNED BY: JCT • OHANA GROWTH PARTNERS 212 WEST PADONIA RD. TIMONIUM, MD 21093 PLANET FITNESS - EDMONDS 22515 HIGHWAY 99, EDMONDS, WA 98026 SNOHOMISH COUNTY PERMIT SET 03/06/24 MJ M # 23450 NO. DESCRIPTION DATE 2 OWNER REQ. 04/23/24 UPDATES This drawing and the design shown is the property of the architect. The reproduction, copying or use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. ELECTRICAL L G M �y Q C ED D DEV OP E C DEPARTMENT El 01 z Q J Cn z O U LU >z O \ z O W w w UJ vJ > 17 O� Nt > U cY) N rr I in W 73: U) _0 O W in 0 OI M 00 T N I U O Q O E U t= 0 00 O 0 O_ U W U) i A u 2P3-1 1=1 EXT STORAGE 129 2P3-3 BREAK 125 0M 2P2-8 GFCI 2P2-4 2P2-2 TYP OF 3 2P3-5 2P1-30 MP \ E217 RISER RESTROOM 127 2P1-33 122 GFCI CLOSET 126 BACKROOMS 121 2 P� 12 2P1-14IT 2P3-14 STORAGE 124 123 Q -i� Tn L D COORDINATE POWER AND DATA REQUIREMENTS IN IT AND BREAK ROOM WITH OWNERS REPRESENTATIVE BEFORE ROUGH IN 2 STRETCH & MOBILITY 118 2P4-2 09 2P44N MENS SHOWERS 116 HAIR DR 2P1-1 GFCI GFCI C' MEN HAIR DRY 2P1-15 E�201 2P1-19 E104 HA-7,9, E104 2P1-2 2P1-17 J 1n�'e E201 J U DI 2P1-25 � H E 201 2P1-31 E104 E104 WOMENS 2P1-27 SHOWERS ` � 113 `�� E 201 HAIR DRYER 2P4-16 1=1 2P1-29 GF GF HAIR DRYER WOM LOCK 11 ��--------------------in I I I I TANNING MA ' 105 1 BC SPA I FUTURE 103 I 106 I I I I I I I STORAGE 128 E204 FUNCTIONAL TRAINING 120 n R TYP ;' E401 TYP E231 E231 TYP 2P2-23� 2P2-9 YER 2P2-25� 2P2-11 b+- 3 PART 2P1-36 2P2-27� 2P2-13� E204 2P2-29� 2P2-15� SLOCKERS ,n� 115 2P2-31 b+- 2P2-17� ER 2P2-33� 2P2-19� 2P2-35� 2P2-6 b+- 2P2-37� 2P2-10� 11 2P2-39{Z0994 2P2-12� 3 2P3-16 2P1-21 GFCI 2P2-41� 2P2-14� 8GFCI TILITY TYP OF 2 2P2-21� 2P2-16� 114 A-1,3,5 2P2-1 2P2 18� 15 2P2-3 2P2-20� WATER HEATER RECIRC PUMPS. TYP OF 2 GFCI. VERIFY MOUNTING 2P2 22,n� HEIGHTS WITH PLUMBING 2P2-5 b+- CONTRACTOR. 2P2-7 2P2 24� I I TYP E231 I I�I� I E231 TYP ® 94 I 2P2-26� 2P4-3 CI � CI E204 ~ 2P2-28� 2P4-5 PART 2P2-30� 2P4-7 ENS 2P1-36 ERS 2P2-32� 2P4-9 Z�)) 2P2-34� 2P4-11 -� 2P2-36� 2P4-13� I I 2P2-38� 2P4-15� SSAG E I 04 I 2P2-40(�)Z 2P4-17(�): I 2P2-42(�): 2P4-19(�): I I 2P4-1 2P4-21(�): I I 2P4-23(�): I I 1 2P4-25(�;Xz � E202 ' 2P4-27(�)Z I ' HYBRID I 107 �` I I I I I I HYDRO RECEPTION j I 111 101 I TANNING 108 I I I I I I I I I I I I 2 I I I I TANNING I 109 BEAUTY OFFICE 110 102 I I I I I I �% -----------------------------------------1 ELECTRICAL POWER PLAN SCALE: 1/8" = V-0" 2P1-11 J E207 CLOCK VESTIBULE 100 MP E 217 EXERCISE FLOOR 117 \ BACKFLOW 119 1=1 2P4 1=1 2F 2F 2F 1=1 1=1 TYP OF ALL RECEPTS 6 E401 TYP TYP 3 TYP 01 PART 2P1-36 1=1 1=1 2P1-35 E118 b NO CRITICS SIGN t_I 2P1-39 E203 � LUNK ALARM 1=1 3.8 3.5 I I 2P3-2 TIME CLOCK ELEC. J 201 MDP TM U CL STORAGE W 2P3 4 HA 202 203 TF 1 4L1 2P1-34 2P3-18 2P3� F.6 MEZZANINE 2P3-6 200 F.5 2P1 2P4 2P2 2P3-8 C F.3 — ELECTRICAL POWER PLAN - MEZZANINE SCALE: 1/8" = V-0" KEYNOTES NOTE KEYNOTE E104 JUNCTION BOX FOR LIGHTING FIXTURE (BACKLIT DISPLAY SIGN, MIRROR, ETC.). COORDINATE ALL REQUIREMENTS WITH VENDOR PRIOR TO ROUGH -IN. E118 JUNCTION BOX FOR NO CRITICS SIGN. INSTALL CONTRACTOR SUPPLIED DISCONNECTS AND VENDOR SUPPLIED LED DRIVER IN A DISCRETE LOCATION AND IN ACCORDANCE WITH NEC ARTICLE 600. COORDINATE ALL REQUIREMENTS WITH VENDOR. E201 HAND DRYER, COORDINATE HEIGHT WITH ARCHITECTURAL DRAWINGS. E203 LUNK ALARM CONTROLLED FROM RECEPTION DESK. COORDINATE LOCATION WITH ARCHITECTURAL INTERIOR ELEVATIONS. E204 TELEVISION. COORDINATE HEIGHT WITH INTERIOR ELEVATIONS AS SHOWN. PROVIDE (1) RG6 CABLING BACK TO LOCATION FOR TELEVISION STUB -UP THROUGH ROOF. E205 MOUNT TELEVISION ON TRUSS OR STAND AS SHOWN. COORDINATE REQUIREMENTS WITH TELEVISION VENDOR. E206 MOUNT CATV OUTLETS TO TV TRUSS. COORDINATE WITH TRUSS INSTALLER. ROUTE RG6 CABLING BACK TO LOCATION FOR TELEVISION STUB -UP THROUGH ROOF. COIL 48" OF CABLING FOR EACH CABLE RUN AT THIS LOCATION. E207 POWER FOR CLOCK, COORDINATE RECEPTACLE TYPE, POWER REQUIREMENTS, MOUNTING AND LOCATION PRIOR TO ROUGH -IN. E216 VERIFY WITH OWNER FOR CEILING OR WALL MOUNTED DEVICES PRIOR TO ROUGH -IN. REFER TO DETAILS ON SHEET E401 FOR DIAGRAM AND HEIGHTS/LOCATIONS. E217 FIRE ALARM PULL STATION MOUNTED AT 42" AFF. COORDINATE WITH GC PRIOR TO INSTALLATION. E231 FURNISH & INSTALL LEGRAND OFR SERIES RACEWAY. EC SHALL COORDINATE WITH NATIONAL ACCOUNT VENDOR TO PROVIDE COMPLETE SYSTEM AS REQUIRED. E233 RECEPTACLES IN OFFICE, BREAK ROOM, AND FOR MODULAR FURNITURE PER IECC C405.11. EC SHALL FURNISH & INSTALL SPLIT -CONTROLLED RECEPTACLES PER C405.11.1.1, LABELED PER NEC 406.3(E) FOR CONTROLLED RECEPTACLES. 2 REMOVED: E115, E209, E214, E234 ELECTRICAL POWER NOTES A. ROUTE ALL CONDUIT TIGHT TO DECK IN ACCORDANCE TO NEC 300.4(E). B. ALL ELECTRICAL THAT MAY NEED TO BE MAINTAINED WHILE ENERGIZED SHALL BE FIELD MARKED WITH ARC FLASH LABELING AND BE FULLY VISIBLE TO QUALIFIED PERSONNEL PRIOR TO EXAMINATION, ADJUSTMENT, SERVICING, OR MAINTENANCE OF EQUIPMENT. C. SERVICE EQUIPMENT SHALL BE LEGIBLY MARKED IN THE FIELD WITH THE MAXIMUM AVAILABLE FAULT CURRENT. THE FIELD MARKINGS SHALL INCLUDE THE DATE THE FAULT CURRENT CALCULATIONS WERE PERFORMED AND BE OF SUFFICIENT DURABILITY TO WITHSTAND THE ENVIRONMENT INVOLVED. D. COORDINATE WITH MECHANICAL INSTALLER TO PROVIDE AND INSTALL CONDUIT AND JUNCTION BOXES FOR MECHANICAL THERMOSTATS. E. TRANSFORMERS OTHER THAN CLASS 2 OR CLASS 3 TRANSFORMERS, SHALL HAVE A DISCONNECTING MEANS LOCATED EITHER IN SIGHT OF THE TRANSFORMER OR IN A REMOTE LOCATION. WHERE LOCATED IN A REMOTE LOCATION, THE DISCONNECTING MEANS SHALL BE LOCKABLE IN ACCORDANCE WITH NEC AND ITS LOCATION SHALL BE FILED MARKED ON THE TRANSFORMER. F. DRY -TYPE TRANSFORMERS SHALL MEET THE MINIMUM EFFICIENCY REQUIRMENTS OF THE ADOPTED ENERGYCODE. NETWORK CABLING REQUIREMENTS A. EACH CAT 5 CABLE RUN MUST BE KEPT TO A MAXIMUM OF 295 FEET (90 METERS). INCLUDING PATCH CORDS, ENTIRE CHANNEL MAXIMUM LENGTH NOT TO EXCEED 328 FEET (100 METERS). B. MAINTAIN PAIR TWISTING AS CLOSE AS POSSIBLE TO FINAL TERMINATION POINTS WITH MAXIMUM UNTWISTED SEGMENT OF 1/2". C. WHERE NECESSARY, GRADUALLY BEND CABLE TO MAINTAIN THE MINIMUM BEND RADIUS OF 4 TIMES THE CABLE DIAMETER (APPROX. 1'.). D. USE LOW TO MODERATE PRESSURE TO DRESS CABLES NEATLY WITH CABLE TIES. E. USE LOW TO MODERATE FORCE WHEN PULLING CABLE. DO NOT EXCEED MAXIMUM OF 25 POUNDS OF FORCE. F. USE CABLE PULLING LUBRICANT FOR CABLE RUNS THAT MAY EXCEED 25 POUNDS OF FORCE WHEN PULLING. G. MAINTAIN 12" OF SEPARATION FROM POWER CABLES THAT MAY BE SOURCES OF EMI (ELECTRICAL CABLES, TRANSFORMERS, LIGHT FIXTURES, ETC.) H. INSTALL PROPER CABLE SUPPORTS WITH MAXIMUM OF 5 FEET OF SEPARATION. I. LEAVE EXCESS WIRE COILED IN THE CEILING OR NEAREST CONCEALED SPACE. MAINTAIN 5 FEET OF SLACK AT WORK OUTLET AND 10 FEET OF SLACK AT PATCH PANEL END. J. FURNISH AND INSTALL GROMMETS WHEN PASSING THROUGH METAL STUDS AND OTHER POTENTIAL HAZARDS. K. CONTRACTOR IS RESPONSIBLE FOR MEETING BOTH NATIONAL FIRE AND BUILDING CODES AND ANY LOCAL AMENDMENTS BY THE AUTHORITIES HAVING JURISDICTION AND MAINTAIN FIRESTOPS AT ALL CABLES THAT PENETRATE FIREWALLS. PLENUM RATED CABLES SHALL BE INSTALLED WHERE REQUIRED. L. DO NOT SPLICE OR BRIDGE CABLE AT ANY POINT. M. DO NOT INSTALL CABLE SUPPORTED FROM CEILING TILES. N. DO NOT OVER TIGHTEN (25 POUNDS PER SQUARE INCH MAXIMUM) WITH USING CABLE OR PLASTIC TIES. O. DO NOT USE OIL OR OTHER LUBRICANT NOT SPECIFICALLY DESIGNED FOR NETWORK CABLE PULLING. P. DO NOT SUPPORT CABLES DIRECTLY FROM ELECTRICAL CONDUITS OR FIXTURES. FIRE ALARM NOTES A. ALL REQUIRED DOCUMENTATION REGARDING THE DESIGN AND MODIFICATION OF THE FIRE DETECTION, ALARM, COMMUNICATION SYSTEMS, AND THE PROCEDURES FOR MAINTENANCE, INSPECTION, AND TESTING OF FIRE DETECTION, ALARM, AND COMMUNICATIONS SYSTEMS SHALL BE MAINTAINED AT AN APPROVED, SECURED LOCATION FOR THE LIFE OF THE SYSTEM. B. THE FIRE ALARM CONTROL PANEL DISCONNECTING MEANS SHALL HAVE A RED MARKING, SHALL ONLY BE ACCESSIBLE TO AUTHORIZED PERSONNEL, AND SHALL BE IDENTIFIED AS "FIRE ALARM CIRCUIT". THE LOCATION OF THE CIRCUIT DISCONNECTING MEANS SHALL BE IDENTIFIED AT THE FIRE ALARM CONTROL UNIT C. FIRE ALARM SYSTEM CONTRACTOR SHALL PROVIDE COMPLETE PERMIT DRAWINGS, INCLUDING WIRING MEANS AND METHODS, BATTERY CALCULATIONS, DEVICE CUT SHEETS, ETC. FOR THE EQUIPMENT THEY SHALL PROVIDE. PROVIDE 15% SPARE CAPACITY FOR NEW SYSTEMS. COORDINATE FINAL REQUIREMENTS WITH ALL AUTHORITIES HAVING JURISDICTION. D. FIRE ALARM DEVICE LOCATIONS ARE SHOWN FOR REFERENCE ONLY. THE ELECTRICAL CONTRACTOR SHALL INCLUDE A PRICE IN THE ELECTRICAL BID FOR A LANDLORD APPROVED FIRE ALARM SYSTEM, INCLUDING PLANS AND ALL ASSOCIATED DOCUMENTATION REQUIRED. THESE PLANS SHALL BE SUBMITTED TO THE LOCAL AUTHORITIES HAVING JURISDICTION BY A QUALIFIED AND LICENSED DESIGN -BUILD FIRE ALARM CONTRACTOR FOR A COMPLETE AND APPROVED FIRE ALARM SYSTEM. THE PLANS SHALL BE SIGNED AND SEALED BY THEIR LOCAL DESIGN ENGINEER AND SUBMITTED FOR PLAN REVIEW PRIOR TO RECEIVING SPECIFIC PERMITS FOR THIS WORK. THE FIRE ALARM CONTRACTOR SHALL ALSO SUBMIT ALL SHOP DRAWINGS, BATTERY CALCULATIONS, SPECIFICATION SHEETS, ETC. AS REQUIRED BY THE AUTHORITY HAVING JURISDICTION TO THEIR LOCAL DESIGN ENGINEER FOR REVIEW AND APPROVAL. E. FIRE ALARM CONTRACTOR SHALL VERIFY ALL BUILDING AND FIRE DEPARTMENT REQUIREMENTS REGARDING SHUT OFF OF ANY NECESSARY COMPONENTS UPON ACTIVATION OF THE FIRE ALARM. THIS INCLUDES, BUT IS NOT LIMITED TO: 1. AUDIO/MUSIC SYSTEM(S) 2. ROOFTOP UNITS 3. TANNING EQUIPMENT 4. EXERCISE FANS F. WALL MOUNTED NOTIFICATION DEVICES SHALL BE 80" AFF TO BOTTOM OF DEVICE, UNLESS NOTED OTHERWISE. FIRE ALARM SYMBOL LEGEND SYMBOL DESCRIPTION MP MANUAL PULL STATION SD SMOKE DETECTOR, CEILING MOUNTED ® STROBE LIGHT, CEILING MOUNTED STROBE LIGHT, WALL MOUNTED (� STROBE LIGHT WITH CHIME, CEILING MOUNTED STROBE LIGHT WITH CHIME, WALL MOUNTED FS FLOW DETECTOR & SWITCH pQ POST INDICATOR VALVE DSD DUCT SMOKE DETECTOR O HEAT DETECTOR, CEILING MOUNTED FARA FIRE ALARM REMOTE ANNUNCIATOR FRCP FIRE ALARM CONTROL PANEL ABBREVIATIONS: AFF ABOVE FINISHED FLOOR DACT DIGITAL ALARM COMMUNICATOR TRANSMITTER TYP TYPICAL ARCHITECTURE PLANNING INTERIORS GRAPHICS co U w -17 2948 SIDCO DR. NASHVILLE, TN 37204 (P)615.244.8170 (F)615.244.8141 www.mjmarch.com C. qlj _P 48429 FC;ISIFt` Apr 23, 2024 Jason C. Adams teamofchoice.corn P.E. SUITE 5268 479-636-5004 1805 N 2ND ST JOB NO.:31189 ROGERS, AR 72756 DESIGNED BY: JCT • • OHANA GROWTH PARTNERS 212 WEST PADONIA RD. TIMONIUM, MD 21093 PLANET FITNESS - EDMONDS 22515 HIGHWAY 99, EDMONDS, WA 98026 SNOHOMISH COUNTY PERMIT SET 03/06/24 MJ M # 23450 NO. DESCRIPTION DATE 2 OWNER REQ. 04/23/24 UPDATES This drawing and the design shown is the property of the architect. The reproduction, copying or use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. ELECTRICAL PO''LAN May 09 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT E201 a w U) z Q J D W z O U w >z O w 0 W z O W > w W UJ vJ I I I I I I I I I I I I I I 2 I E202 I I I I l II __ / O E210 t=1 BC SPA FUTURE 103 106 �M iz �] ui 2P1-2 -------------------- E232 _W � LD-27,29 OI I I �•-- — — — — — — -----------1 i 2P1-10 � I I I ® I I I I I 2P1-24 I I I I I I I I I I I I I I I I I I I LD-8,10,12 I I 4 E232 i E202 i i 2P1-22 TV 0 i I I I I 3 I HYBRID E232 I J E202 I ® 107 I O LD-23,25 I I I ®I ® E I I I I I I I E232 I I I I I I I I I HYDRO 2P1-16 I I I 111 ITV LD-19,21 ®I E204 LD-7,9,11 ►I� I I I I I I I � E232 j I I I I 0 i l 1 TANNING 5 r i ® 2P1-6 108 J ---------------- E202 I pV 2P1-8 I I I I I I I HYDRO TVI I I 3 I 111 E232 I I I E202 I I I I E210 I ® I 2 ----0 l------------ I I I� 2P3-9 2P1-20 RECEPTION 101 ME213 2P1-18 2P1-40 I II I II I COORDINATE POWER AND DATA I II I REQUIREMENTS IN OFFICE WITH LD 2,4,6 �I I OWNERS REPRESENTATIVE BEFORE I II BEAUTY I ROUGH IN I E232 II 110 I OFFICE I II I 102 om O I I(EEDTHERMOSTATS. COORDINATE II I E234 T LOCATIONS WITH MECHANICAL II I CONTRACTOR ® II E232 j T T II LD-1,3,5 I 2P3-10 T TANNING JO ® J T T 109 ) `----------------- ® J T E214 E209 BLACK CARD SPA POWER PLAN SCALE: 1/4" = 1'-0" TYPICAL HYDRO LAYOUT SCALE: N.T.S. L TYPICAL LAY -DOWN BED LAYOUT SCALE: N.T.S. TYPICAL CRYO LOUNGE LAYOUT SCALE: N.T.S. TYPICAL B.A. BOOTH LAYOUT SCALE: N.T.S. TANNING/HYDRO KEYNOTES ## 1. PROVIDE (1) JUNCTION BOX AT 6" TO CENTER 2 STUD CAVITIES FROM POWER FOR T-MAX AND CAT 5 WIRING. COORDINATE FINAL LOCATIONS WITH VENDOR. 2. JUNCTION BOX FOR TRANSITION FROM PLUG/CORD TO SEAL TITE CONNECTION TO TANNING EQUIPMENT. 3. 240 VOLT RECEPTACLE FOR TANNING OR HYDRO EQUIPMENT. COORDINATE LOCATION WITH OWNER AND PROVIDE NEC REQUIRED CLEARANCES. VERIFY CIRCUIT AMPERE RATING WITH TANNING EQUIPMENT PRIOR TO ROUGH -IN. 4. JUNCTION BOX AT 6" AFF WITH (2) 3/4" CONDUITS TO ABOVE CEILING. PROVIDE SUPPORT FOR BED COOLING UNIT ABOVE CEILING. 5. STANDARD 110V 15 AMP 3-PRONG OUTLET KEYNOTES NOTE KEYNOTE E204 TELEVISION. COORDINATE HEIGHT WITH INTERIOR ELEVATIONS AS SHOWN. PROVIDE (1) RG6 CABLING BACK TO LOCATION FOR 2 E VSO S BU O 00 . E209 PROVIDE CONDUIT STUB -UP THROUGH ROOF FOR SATELLITE TV CABLING. CONDUIT TO STUB 24" ABOVE ROOF AND TERMINATE IN A O N K E210 JUNCTION BOX PROVIDED BY EC FOR CAMERA AND CABLING BY OWNER FOR CAMERAS LOCATED IN LAY -IN OR HARD CEILING AREAS. FOR CAMERAS LOCATED IN OPEN CEILING AREAS, PROVIDE 3/4" CONDUIT STUB AND BOX FOR OWNER TO PENDANT MOUNT CAMERA ON. COORDINATE BOX MOUNTING HEIGHTS AND LOCATIONS IN FIELD WITH OWNER. E211 SWITCH FOR LUNK ALARM VERIFY LOCATION WITH OWNER'S REPRESENTATIVE PRIOR TO ROUGH -IN. E212 COORDINATE FINAL LOCATIONS OF ALL DEVICES AT COUNTER/DESK WITH OWNER. E213 PROVIDE PULL STRINGS AT FRONT DESK THROUGH CASEWORK. LOW VOLTAGE CABLES PROVIDED BY OWNER. COORDINATE 2 E214 PROVIDE RELAY TO SHUT OFF MUSIC WHEN FIRE ALARM IS ACTIVATED. E216 VERIFY WITH OWNER FOR CEILING OR WALL MOUNTED DEVICES PRIOR TO ROUGH -IN. REFER TO DETAILS ON SHEET E401 FOR DIAGRAM AND HEIGHTS/LOCATIONS. E232 POWER OUTLET TO BE SEPARATED BY TWO STUD CAVITIES FROM 2 E233 RECEPTACLES IN OFFICE, BREAK ROOM, AND FOR MODULAR FURNITURE PER IECC C405.11. EC SHALL FURNISH & INSTALL SPLIT -CONTROLLED RECEPTACLES PER C405.11.1.1, LABELED PER NEC 406.3(E) FOR CONTROLLED RECEPTACLES. E234 RECEPTACLES IN OFFICE REQUIRED FOR DEDICATED EQUIPMENT PER IECC C405.11.1 EXEMPTION 1 AND ARE NOT REQUIRED TO BE CONTROLLED BY OCCUPANCY SENSORS JL V V AL 1: ARCHITECTURE PLANNING INTERIORS GRAPHICS 2948 SIDCO DR. NASHVILLE, TN 37204 (P)615.244.8170 (F)615.244.8141 www.mjmarch.com C. r 48429 Apr 23, 2024 Jason C. Adams teamofchoice.corn P.E. SUITE 5268 479-636-5004 1805 N 2ND ST JOB NO.:31189 ROGERS, AR 72756 DESIGNED BY: JCT OHANA GROWTH PARTNERS 212 WEST PADONIA RD. TIMONIUM, MD 21093 PLANET FITNESS - EDMONDS 22515 HIGHWAY 99, EDMONDS, WA 98026 SNOHOMISH COUNTY PERMIT SET 03/06/24 MJ M # 23450 NO. DESCRIPTION DATE 2 OWNER REQ. UPDATES 04/23/24 This drawing and the design shown is the property of the architect. The reproduction, copying or use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. ENLARGED ELMCAL D T VS OF O PE 0T 4 DEPARTMENT E202 a w co z Q J D Cn z O U w z O z O H Q U O J w 0 U) z O U) LU LU LU vJ KEYNOTES ELECTRICAL ROOF NOTES 41-1-13,15,17 ELECTRICAL ROOF PLAN SCALE: 1/8" = V-0" NOTE KEYNOTE E300 DUCT SMOKE DETECTOR. COORDINATE WITH MECHANICAL INSTALLER TO PROVIDE RELAY FOR UNIT SHUTDOWN. E301 FACTORY INSTALLED DISCONNECT. EC TO PROVIDE FINAL CONNECTIONS TO PANELBOARD INDICATED. COORDINATE WITH MECHANICAL INSTALLER TO ROUTE ELECTRICAL CONDUITS THROUGH ROOF CURB. E302 MAINTENANCE GFCI RECEPTACLES FACTORY INSTALLED. PROVIDE SEPARATE WIRING AND CONDUIT TO RECEPTACLES. A. ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL BRANCH CIRCUITRY THROUGH CURB. B. ROOFTOP UNITS TO INCLUDE FACTORY -INSTALLED GFCI RECEPTACLE. IF NO RECEPTACLE IS INSTALLED, FURNISH AND INSTALL NEW RECEPTACLE AS SHOWN. V cn LU I k\ /f ARCHITECTURE PLANNING INTERIORS GRAPHICS 2948 SIDCO DR. NASHVILLE, TN 37204 (P)615.244.8170 (F) 615.244.8141 www.mjmarch.com a ASy7 � 4 r fir, ,Q 4841-9 •� F�;, S Imo` ��1�: Mar 06, 2024 Jason C. Adams teamofchoice.com P.E. SUITE 5268 479-636-5004 1805 N 2ND ST JOB NO.:31189 ROGERS, AR 72756 DESIGNED BY: JCT Ak Ak O HANA GROWTH PARTNERS 212 WEST PADONIA RD. TIMONIUM, MD 21093 PLANET FITNESS - EDMONDS 22515 HIGHWAY 99, EDMONDS, WA 98026 SNOHOMISH COUNTY PERMIT SET 03/06/24 MJM # 23450 NO. DESCRIPTION DATE This drawing and the design shown is the property of the architect. The reproduction, copying or use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. ELECTRICAL RORP4SLAN May 09 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT E301 z J D z O U W >z O z O Q U O J W Q 0 U) z O U) W W W U) rn U M N iY In I LU 75 a_0 (n C: O E W I n Q O rn I 00 cY) 4 N E U O O_ O ca E L U C N m 0 O_ I— C) N , u STRUCTURE NOTES: A. USE UL LISTEN B. EQUIPMENT GROU AND TO JUNCTION EMT CONDUIT TO NEXT JUNCTION B i CEILING SUSPENSION TIE WI CORNER) JUNCTION BOX SEC XT6' SIZED PER NEC ARTIC FLEXIBLE CONDUIT, MAXI NGF GREEN GROUND( G WIRE A RE AND TO JUNCTuawox D HIVOW IPS, TYP IICAL La LIGHT FIXTURE LAY -IN CEILING CLIP R SFACE MOUNTED FIXTURES. (S) FOR CIURRCUIT(S) SPLICED OR TAPPED SHALL BE JOINED TOGETHER TYPICAL LAY -IN FIXTURE INSTALLATION SCALE: N.T.S. BOX SUPPORT NOTE: THE MINIMUM S AUTHORITY HAS PROTECTIVE M, WITH THE L/ CLASSIFIE BOXES. WALL THI 24" MINIMUM (SEE NOTE) METAL STUD DRYWALL R ARCH NOTE: REFER TO FLOOR PLANS FOR EXACT QUANTITY I I I I I I I I I I I I L— — — — — — — — — — — — — — — — — — - J II L--------------- I I TO TELEPHONE TERMINATION BOARD f----- J L------------------------------- PARTIAL FIRE ALARM DIAGRAM SCALE: N.T.S. 0 0 �D E0 0 0 RECEPTACLE MOUNTED IN CAST BOX WITH WEATHERPROOF COVER EL SUPPORT CONDUIT U KBANDHTENEED BOX, TYP. w 0 w METAL COUNTERFLASHING WITH GALVANIZED METAL 0 m AROUND COUNTERFLASHING Q ANIZED FLASHING BY ROOFING CONTRACTOR BOX SUPPORT S -9DAJFPPROVED BY LOCAL ALL OPENING A LLIED IN ACCORDANCE WHEN USED, UL UST BE USED ON BOTH PLAN VIEW RECEPTACLE SEPARATION IN RATED WALLS SCALE: N.T.S. PVC-TO-RGS IN SLAB WALL (ANY TYPE) EMT PVC CONDUIT IN SLAB PVC-TO-RGS (OR IMC) CONDUIT TRANSITION. FITTING APPLETON NTCC SERIES - SIZED AS REQUIRED, TYP. CONDUIT TRANSITION SCALE: N.T.S. RGS (OR IMC)-TO-EMT CONDUIT TRANSITION FITTING (IF APPLICABLE) 9 10 1 yaQ916W010 CONCRETE SLAB RGS (OR IMC) 90 DEGREE ELBOW EMERGING FROM SLAB. APPLETON LMFL SERIES. WALL (ANY TYPE) EMT PVC-TO-RGS BELOW SLAB STRUCTURE NEL CIRCUIT INDICATED ROOF RECEPTACLE MOUNTING SCALE: N.T.S. RGS (OR IMC)-TO-EMT CONDUIT TRANSITION FITTING (IF APPLICABLE) FINISHED FLOOR -' CONCRETE SLAB GRADE OR VAPOR BARRIER PROVIDE END CAP AT END OF SUPPORT CONDUIT All I "RA-1 /-.r 1 -,I IIT STUBBED INTO CEILING SPACE )UBLE GANG BACKBOX PLASTER RING WITH SINGLE GANG OPENING FOR DATA AND COMMUNICATIONS JACK PVC CONDUIT BELOW SLAB PVC-TO-RGS (OR IMC) RGS (OR IMC) 90 DEGREE CONDUIT TRANSITION. FITTING ELBOW EMERGING FROM VERIFY THICKNESS OF RING WITH WALL TYPE APPLETON NTCC SERIES - SLAB. APPLETON LMFL (GYPSUM BOARD OR MASONRY BLOCK) SIZED AS REQUIRED, TYP. SERIES. DATA & COMMUNICATIONS OUTLET DETAIL SCALE: N.T.S. c CONDUIT, INSTALL PER NEC MOUNT TO APPROVED CEILING BOX AIR SUPPLY DIFFUSER, MOUNT AUDIBLE AND SMOKE/HEAT RETURN OR EXHAUST VISUAL DEVICES ON DETECTOR AIR OPENING APPROVED BOXES 4" MINIMUM 36" MINIMUM HORN/STROBE HORN �� - EXIT STROBE O❑® SMOKE/HEAT DETECTOR GRAPHIC III _O O ANNUNCIATOR CONTROLPANEL w U > w 0 W LL O MANUAL PULL w STATION X _J O 0 0 60" MAXIMUM O 0 HINGED SIDE X Q CID < _J tY 000 C)0 z o � U LL z O 0- 0 N ~ FINISHED FLOOR NOTES: #O 1. BOTTOM OF STROBE LENS AT A MINIMUM OF 80" ABOVE FINISHED FLOOR OR 61, BELOW FINISHED CEILING, WHICHEVER IS LOWER. 2. IF CEILING HEIGHTS ALLOW, WALL MOUNTED DEVICES SHALL NOT BE INSTALLED BELOW 901, ABOVE FINISHED FLOOR OR LESS THAN 6" BELOW FINISHED CEILING TO THE TOP OF THE DEVICE. NFPA 72 AND ADA DEVICE INSTALLATION REQUIREMENTS SCALE: N.T.S. 120V LINE TO NEUTRAL H N G METE RECEPTACLE GROUNDING DETAIL SCALE: N.T.S. V LINE -TO -NEUTRAL THREE POSITION MOMENTARY SWITCH WITH CENTER OFF (TYP) MECHANICALLY HELD CONTACTOR WITH 120V COIL, REFER TO SPECIFICATIONS TO NON -EMERGENCY LIGHTING C1 C1 TO PANELBOARD NOTES: A. LOCATE CONTACTORS ABOVE PANEL BEING SERVICED. PROVIDE SEPARATE SWITCH FOR EACH CONTACTOR. B. VERIFY VOLTAGE PRIOR TO INSTALLATION. GYM LIGHTING CONTROL DIAGRAM SCALE: N.T.S. 277V LINE TO NEUTRAL GROUNDING CONDUCTOR (GREEN) TAPPED HOLE IN BOX GROUNDING SCREW - #10 - 32" x 3/8" SLOTTED HEXAGON HEAD. WASHER FACE SCREW (TYP) UT )TE: :OUNDING CONDUCTOR SHALL BE )NTINUOUS SUCH THAT REMOVAL ANY DEVICE WILL NOT INTERFERE TH GROUNDING CONTINUITY. 277V LINE -TO -NEUTRAL THREE POSITION MOMENTARY SWITCH WITH CENTER OFF (TYP) MECHANICALLY HELD CONTACTOR WITH 277V COIL, REFER TO SPECIFICATIONS TO NON -EMERGENCY LIGHTING T HH�HI� �zzzzzzzzzzzz TO PANELBOARD V U) I k\ /f ARCHITECTURE PLANNING INTERIORS GRAPHICS 2948 SIDCO DR. NASHVILLE, TN 37204 (P)615.244.8170 (F) 615.244.8141 www.mjmarch.com `� ��Ot P ACy7tG�l� F r�w _P ,Q 48429 `rs�o�rAl. Mar 06, 2024 Jason C. Adams teamofchotce.com P.E. SUITE 5268 479-636-5004 1805 N 2ND ST JOB NO.:31189 ROGERS, AR 72756 DESIGNED BY: JCT .: O HANA GROWTH PARTNERS 212 WEST PADONIA RD. TIMONIUM, MD 21093 PLANET FITNESS - EDMONDS 22515 HIGHWAY 99, EDMONDS, WA 98026 SNOHOMISH COUNTY PERMIT SET 03/06/24 MJM # 23450 NO. DESCRIPTION DATE This drawing and the design shown is the property of the architect. The reproduction, copying or use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. ELECTRICAL May 09 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT E401 z Q J U) z O U W z O \ z O Q U O J w a 0 W W Cn V cn I k\ /f 0 NEUTRAL HOT TIMECLOCK CONTACTS PHOTOCELL CONTACTS FORM R6 RELAI MECHANICALLY HELD OUTSIDE LIGHTING CONTROL SCALE: N.T.S. WHEN REQUIRED BY NEC 250, AND WHERE PERMITTED BY LOCAL CODES, CONNECT TO NEAREST COLD WATER PIPE WITH AN APPROVED GROUND CONNECTOR CONNECT INDIVIDUAL CONDUCTOR TO EACH ITEM USED AS ELECTRICAL SERVICE EQUIPMENT. SIZE CONDUCTORS PER NEC 250. #6AWG FOR TELEPHONE EQUIPMENT GROUND CONNECT TO A STRUCTURAL STEEL MEMBER IN BUILDING WITH O.Z./GEDNEY QG CONNECTOR OR EQUAL COMPRESSION CONNECTORS PVC "LB" AND PVC CONDUIT. CONDUIT MAY BE ENCASED IN FOOTING AT CONTRACTOR'S OPTION. IF METALLIC CONDUIT IS USED, BOND CONDUCTOR AND CONDUIT AT BOTH ENDS WITH GROUNDING BUSHINGS CONDUIT HANGERS CADWELD OR EQUAL 5/8" X 8' MIN. COPPER CLAD GROUND RODS 10' MIN. NOTE: ALL GROUNDING ELECTRODE CONDUCTORS: #1/0 AWG BARE COPPER, UNLESS OTHERWISE NOTED. OTHER MATERIAL AND INSTALLATION REQUIREMENTS PER NEC 250. GROUNDING ELECTRODE DETAIL SCALE: N.T.S. =N COIL kNICALLY HELD CONTACTOR, TYP BRANCH CIRCUIT BREAKERS (SEE PANEL SCHEDULES) MAIN DISTRIBUTION PANEL 10 THREE PHASE BREAKER MAIN CIRCUIT BREAKER (SEE PANEL SCHEDULES) 0 0 0 0 0 0 0 0 0 GROUNDBAR NEUTRALBAR NOTE: CONNECT THE A, B, & C PHASE WIRES OF TVSS UNIT TO THREE PHASE BREAKER SHOWN IN PANELBOARD SCHEDULE. NEUTRAL PHASES A, B, & C TVSS MODULE GROUND INSTALL TVSS AS CLOSE TO PANEL AS PRACTICAL. IF POSSIBLE, INSERT CHASE NIPPLE ON TVSS UNIT THROUGH 1/2" KNOCKOUT ON PANEL FOR CONNECTION TO DISTRIBUTION PANEL. TVSS INSTALLATION WIRING DIAGRAM MAIN AND BRANCH PANELS SCALE: N.T.S. SEE NOTE 3 120VAC 277VAC LINE 120VAC SWITCHED LINE 277VAC SWITCHED LINE 120VAC UNSWITCHED CIRCUIT BOARD LINE 277VAC UNSWITCHED INVERTER CONTROL r— — — — — — — — I I ADDITIONAL BATTERY ON EMIU72OW UNIT I I + I + I I I I L— — — — — —J BATTERY BATTERY LIGHTING INVERTER DETAIL SCALE: 1/4" = V-0" RELAY CONTROL + INVERTER STANDARD CONFIGURATION FOR EMIU125W AND SIMILAR TO INTERIOR DEVICE REQUIRING PROTECTION USE EQUIPMENT EQUAL TO APT: TE/FA FOR FIRE ALARM TE/DA FOR TELEPHONE/DATA NOTES: A. MOUNT DEVICE APPROXIMATELY 10'-0" AWAY FROM FIRE ALARM PANEL OR TELEPHONE EQUIPMENT. B. TERMINATE OFF -PREMISE CONDUCTORS ON INPUT SIDE OF DEVICE. C. CONNECT OUTPUT SIDE OF DEVICE TO EQUIPMENT REQUIRING PROTECTION. D. CONNECT THE GROUND LUG TO BUILDING GROUND WITH #12 AWG COPPER WIRE. TO OFF -PREMISE DEVICE GROUND LUG #12 GROUND TO MAIN SERVICE GROUNDING ELECTRODE TVSS INSTALLATION WIRING DIAGRAM INCOMING DATA AND FIRE LINES SCALE: N.T.S. TO 120V OR 277V EMERGENCY LIGHTING LOAD NEUTRAL 120VAC 277VAC SEE NOTE 3 NOTES: 1. THIS WIRING DIAGRAM IS A SCHEMATIC ONLY AND DOES NOT SHOW ALL WIRING TO THE INVERTER OR LOADS. ACTUAL COMPONENTS WILL VARY. 2. USE 277V RATED SWITCHES FOR ALL 277V INPUTS. 3. CONNECT EITHER 120V -OR- 277V CIRCUITS, DO NOT CONNECT BOTH. 4. FAILURE TO FOLLOW ALL MANUFACTURER RECOMMENDED INSTALLATION INSTRUCTIONS MAY VOID WARRANTY AND CAUSE EQUIPMENT FAILURE. ARCHITECTURE PLANNING INTERIORS GRAPHICS 2948 SIDCO DR. NASHVILLE, TN 37204 (P)615.244.8170 (F) 615.244.8141 www.mjmarch.com `� ��Ot P ACy7tG�l� F r 48429 �l Q� •� I;;ST-` ' & `rs�oNIAA t-. Mar 06, 2024 Jason C. Adams teamofchoice.com P.E. SUITE 5268 479-636-5004 1805 N 2ND ST JOB NO.:31189 ROGERS, AR 72756 DESIGNED BY: JCT i O HANA GROWTH PARTNERS 212 WEST PADONIA RD. TIMONIUM, MD 21093 PLANET FITNESS - EDMONDS 22515 HIGHWAY 99, EDMONDS, WA 98026 SNOHOMISH COUNTY PERMIT SET 03/06/24 MJM # 23450 NO. DESCRIPTION DATE This drawing and the design shown is the property of the architect. The reproduction, copying or use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. ELECTRICAL OtPAR-S May 09 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT E402 z Q J D W z O U W z O z O Q U O J W Q 0 U) z O U) W W W 2 co J PANEL: HA # OF SECTIONS: 1 POWERED FROM: ELECTRICAL SERVICE SERVES: GENERAL POWER LOCATION: ELEC. 201 PANELBOARD Existing CUTLER HAMMER PRL-3A DISTRIBUTION: MAINS: MCB/MLO: AI C RATING: MOUNTING: NEUTRAL BAR: GROUND BAR: ISO. GROUND BAR: 480/277V 3PH 4W WYE 400 A MAIN LUGS ONLY NOTE (9) SURFACE YES YES NO DESCRIPTION LOAD CLASS WIRE SIZE BRKR PL A B C PL BRKR WIRE SIZE LOAD CLASS DESCRIPTION 1 WATER HEATER (2) P 10 30 A 3 5.00 1 0.00 5.00 0.00 0.00 19.72 49.09 5.00 0.00 1 5.00 0.00 0.00 -- 19.72 48.53 1 1 5.00 1 0.00 5.00 0.00 0.00 -- 19.72 48.89 1 -- 3 30 A TVSS (7) 2 3 4 5 6 7 WATER HEATER (2) P 10 30 A 3 3 30 A SPARE (5) 8 9 10 11 12 13 SPARE (5) 100 A 3 1 space 14 15 1 space 16 17 1 -- space 18 19 space 1 3 100 A P LID VIA XFMR TLD (1) 20 21 space 1 22 23 space 1 24 25 411 H; Spare; L 200 A 3 1 space 26 27 1 space 28 29 1 -- space 30 FEED-THRU CONNECTED FEED-THRU CONNECTED TOTAL CONNECTED TOTAL CONNECTED TOTAL LOAD PER NEC ARTICLE 220 FEEDER LOAD 31482 VA 32425 VA 30849 VA KVA AMPS KVA AMPS AMPS AMPS 114 A 117 A 111 A 110.29 110.68 109.46 398.62 400.02 395.17 330.43 KVA KVA 397.44 329.14 395.89 PANEL: 4L1 PANELBOARD DISTRIBUTION: 480/277V 3PH 4W WYE MAINS: 225 A # OF SECTIONS: 1 MCB/MLO: MAIN LUGS ONLY POWERED FROM: HA Existing AIC RATING: NOTE (9) SERVES: GENERAL POWER SIEMENS CDP-7 MOUNTING: SURFACE LOCATION: ELEC. 201 NEUTRAL BAR: YES GROUND BAR: YES ISO. GROUND BAR: NO DESCRIPTION LOAD CLASS WIRE SIZE BRKR PL A B C PL BRKR WIRE SIZE LOAD CLASS DESCRIPTION 1 OFFICE/STORAGE LTS L 20 A 1 0.85 1 3.45 1.73 3.45 0.90 1 3.45 1.71 0.00 0.27 0.00 1 1.46 0.00 7.97 0.00 1 7.97 0.00 7.97 0.00 7.97 1 10.94 1 7.97 10.94 1 7.97 10.94 3.45 0.00 L3.45 1 0.00 1 3.45 0.00 4.78 1 0.00 1 4.78 0.00 1 4.78 0.00 7.97 0.00 7.97 0.00 7.97 0.00 3 15 A 1 H RTU-1 2 3 EXERCISE LTS (6) L 20 A 1 4 5 EXERCISE LTS (6) L 20 A 1 6 7 EXERCISE LTS (6) L 20 A 1 1 20 A SPARE (5) 8 9 CANOPY LTS (6) L 20 A 1 1 20 A SPARE (5) 10 11 EXERCISE EM LTS (4) L 20 A 1 1 20 A SPARE (5) 12 13 RTU-3 H 8 35 A 3 1 20 A SPARE (5) 14 15 1 20 A SPARE (5) 16 17 1 20 A SPARE (5) 18 19 RTU-6 H 8 35 A 3 3 50 A 8 H DOAS-1 20 21 22 23 24 25 RTU-2 H 15 A 3 1 20 A SPARE (5) 26 27 1 20 A SPARE (5) 28 29 1 20 A SPARE (5) 30 31 RTU-4 H 8 25 A 3 1 20 A SPARE (5) 32 33 1 20 A SPARE (5) 34 35 1 20 A SPARE (5) 36 37 RTU-5 H 8 35 A 3 1 20 A SPARE (5) 38 39 1 20 A SPARE (5) 40 41 1 20 A SPARE (5) 42 TOTAL CONNECTED 49.09 48.53 48.89 KVA TOTAL CONNECTED 177.41 175.21 176.71 AMPS TOTAL LOAD 1 146.51 KVA j 176.23 AMPS PER NEC ARTICLE 220 FEEDERLOADI 148.24 KVA 1 178.31 AMPS PANEL: MDP PANELBOARD DISTRIBUTION: 3PH 4W WYE 800/208V MAINS: 800 A # OF SECTIONS: 1 Existing MCB/MLO: MAIN LUG ONLY POWERED FROM: TM AIC RATING: NOTE (9) SERVES: GENERAL POWER MOUNTING: SURFACE LOCATION: ELEC. 201 GE QMR NEUTRAL BAR: YES GROUND BAR: YES ISO. GROUND BAR: NO DESCRIPTION LOAD WIRE BRKR PL A B C PL BRKR WIRE LOAD DESCRIPTION CLASS SIZE SIZE CLASS 1 2p1 Spare; C; L; R; P 100 A 3 6.86 1.62 -- 7.31 2.16 1 6.86 1 UNUSABLE SPACE 2 3 1 UNUSABLE SPACE 4 5 1 UNUSABLE SPACE 6 7 2p3 Spare; 200 A 3 1 UNUSABLE SPACE 8 9 1 UNUSABLE SPACE 10 R; P 7.56 7.20 1.26 11 1 UNUSABLE SPACE 12 13 2p4 Spare; 200 A 3 1 UNUSABLE SPACE 14 15 1 UNUSABLE SPACE 16 R; P 15.44 15.76T 6.33 16.40 17 1 UNUSABLE SPACE 18 19 2p2 R; P 200 A 3 1 UNUSABLE SPACE 20 21 1 UNUSABLE SPACE 22 23 1 UNUSABLE SPACE 24 TOTAL CONNECTED 31.48 32.43 30.85 KVA TOTAL CONNECTED 263.16 271.02 257.08 AMPS TOTAL LOAD 94.76 KVA 263.02 AMPS PER NEC ARTICLE 220 FEEDERLOADI 91.73 KVA 254.63 AMPS PANEL: LD PANELBOARD DISTRIBUTION: 240V 3PH 3W DELTA MAINS: 200 A (10) # OF SECTIONS: 1 New Construction MCB/MLO: MAIN CIRCUIT BREAKER POWERED FROM: TLD AIC RATING: NOTE (8) SERVES: GENERAL POWER MOUNTING: SURFACE LOCATION: OFFICE 123 NEUTRAL BAR: NO FURNISHED BY: ELEC CONTRACTOR GROUND BAR: YES INSTALLED BY: ELEC CONTRACTOR ISO. GROUND BAR: NO DESCRIPTION LOAD WIRE BRKR PL A B C PL BRKR WIRE LOAD DESCRIPTION CLASS SIZE SIZE CLASS 1 TANNING BED 110 P 10 30 A 3 2.03 1 3.33 3.17 3.53 3.33 -- 2.16 -- 2.16 -- 2.03 3.33 3.17 3.53 3.33 -- 2 16 -- 2.16 -- 1 2.03 1 3.33 3.17 3.53 1 3.33 -- 2.16 2.16 3 40 A 8 P TANNING BED 109 2 3 4 5 6 7 TANNING BED 108 P 8 40 A 3 3 40 A 8 P TANNING BED 107 8 9 10 11 12 13 TANNING BED 105 P 8 40 A 3 1 SPACE 14 15 1 -- -- -- SPACE 16 17 1 SPACE 18 19 HYDRO BED P 10 30 A 2 1 SPACE 20 21 1 -- -- -- SPACE 22 23 HYDRO BED P 10 30 A 2 1 SPACE 24 25 1 SPACE 26 27 HYDRO BED P 10 30 A 2 1 SPACE 28 29 1 SPACE 30 TOTAL CONNECTED 19.72 19.72 19.72 KVA TOTAL CONNECTED 164.33 164.33 164.33 AMPS TOTAL LOAD 1 59.16 KVA 142.32 AMPS PER NEC ARTICLE 220 FEEDER LOAD 59.16 KVA 142.32 AMPS PANEL: 2P1 PANELBOARD DISTRIBUTION: 120/208V 3PH 4W WYE MAINS: 225 A Existing MCB/MLO: MAIN LUGS ONLY POWERED FROM: MDP AIC RATING: NOTE (9) SERVES: GENERAL POWER SIEMENS CDP 7 MOUNTING: SURFACE LOCATION: ELEC. 201 NEUTRAL BAR: YES GROUND BAR: YES ISO. GROUND BAR: NO DESCRIPTION LOAD CLASS WIRE SIZE BRKR PL A B C PL BRKR WIRE SIZE LOAD CLASS DESCRIPTION 1 RR LTS (3) L 10 20 A 1 1.05 0.40 1 0.66 1 .39 0.41 0.31 0.57 1.44 0.27 0.31 0.18 0.36 0.46 0.36 1.00 0.67 1.00 1.08 0.12 0.57 0.36 0.18 0.36 0.98 1.00 0.18 1.00 0.72 1 0.46 0.64 0.12 0.54 0.18 0.68 0.18 0.90 0.05 0.00 0.18 0.72 0.00 1 0.00 1 20 A R; P MASSAGE 104 RECEPTS 2 3 BCS LTS (3) L 10 20 A 1 1 1 20 A R BCS RECEPTS 4 5 ELEC/MEZ LTS L 20 A 1 1 20 A R BCS RECEPTS 6 7 RECEPTION LTS (3) L 10 20 A 1 1 20 A 6 P CYRO (3) 8 9 EXERCISE FANS (2) C 20 A 1 1 20 A R HYDRO RECEPTS 10 11 PF CLOCK L 20 A 1 1 20 A R IT 102 12 13 MIENS LOCKER RECEPTS R 20 A 1 1 1 20 A R IT 102 14 15 MIENS HANDRYER (2) P 20 A 1 1 20 A 10 R RECEPTION 101 RECEPTS (3) 16 17 MIENS HANDRYER (2) P 20 A 1 1 20 A 8 R RECEPTION 101 RECEPTS (3) 18 19 MIENS LIT MIRRORS L 20 A 1 1 20 A 10 R RECEPTION 101 RECEPTS (3) 20 21 EWC R 20 A 1 1 20 A P AED 22 23 RECIRC PUMPS R 20 A 1 1 20 A 8 P DRINK COOLER (3) 24 25 WOMENS HANDRYER (2) P 20 A 1 1 20 A P BUILDING SIGN (2,6) 26 27 WOMENS HANDRYER (2,3) P 10 20 A 1 1 20 A R HVAC RECEIPT 28 29 WOMENS LOCKER RECEPTS R 20 A 1 1 20 A R FUNC TRAIN RECEPTS 30 31 WOMENS LIT MIRRORS L 20 A 1 1 20 A 10 R HVAC RECEPTS (3) 32 33 RR 122 RECEIPT R 20 A 1 1 15 A C TF-1 (2, 6) 34 35 NO CRITICS SIGN L 20 A 1 1 20 A 8 R EXERCISE RECEPTS 3 36 37 MISSION STATEMENT SIGN L 20 A 1 1 20 A SPARE (5) 38 39 LUNK ALARM L 20 A 1 1 20 A 10 R RECEPTION 101 RECEPTS (3) 40 41 SPARE (5) 20 A 1 1 20 A -- -- SPARE (5) 42 TOTAL CONNECTED 6.86 7.31 6.86 KVA TOTAL CONNECTED 57.19 60.91 57.20 AMPS TOTAL LOAD 21.03 KVA 58.39 AMPS PER NEC ARTICLE 220 FEEDERLOADI 22.15 KVA 61.48 AMPS PANEL: 2P2 PANELBOARD DISTRIBUTION: 120/208V 3PH 4W WYE MAINS: 225 A # OF SECTIONS: 1 MCB/MLO: MAIN LUGS ONLY POWERED FROM: MDP Existing AIC RATING: NOTE (9) SERVES: GENERAL POWER SIEMENS CDP-7 MOUNTING: SURFACE LOCATION: ELEC. 201 NEUTRAL BAR: YES GROUND BAR: YES ISO. GROUND BAR: NO DESCRIPTION LOAD CLASS WIRE SIZE BRKR PL A B C PL BRKR WIRE SIZE LOAD CLASS DESCRIPTION 1 TREADMILL (3) P 8 20 A 1 1.44 0.18 1.44 0.80 1 1.44 1 1.44 1.44 0.80 1 1.44 1.44 1.44 1.44 1.44 1.44 1.44 1.44 1.44 1.44 1.44 1.44 1 0.50 1.44 1 0.567 1.44 0.50 1.44 0.50 1.44 0.50 F 1.44 0.50 1.44 0.50 1.44 0.50 1 1.44 0.50 1.44 1 0.50 1.44 0.50 1.44 1 20 A R DISPOSAL 2 3 TREADMILL (3) P 8 20 A 1 1 20 A R FRIDGE 4 5 TREADMILL (3) P 8 20 A 1 1 20 A 8 P TREADMILL (3) 6 7 TREADMILL (3) P 8 20 A 1 1 20 A R MICROWAVE 8 9 TREADMILL (3) P 10 20 A 1 1 20 A 8 P TREADMILL (3) 10 11 TREADMILL (3) P 10 20 A 1 1 20 A 8 P TREADMILL (3) 12 13 TREADMILL (3) P 10 20 A 1 1 20 A 8 P TREADMILL (3) 14 15 TREADMILL (3) P 10 20 A 1 1 20 A 8 P TREADMILL (3) 16 17 TREADMILL (3) P 8 20 A 1 1 20 A 8 P TREADMILL (3) 18 19 TREADMILL (3) P 8 20 A 1 1 20 A 8 P TREADMILL (3) 20 21 STAIR STEPPER P 20 A 1 1 20 A 8 P TREADMILL (3) 22 23 STAIR STEPPER P 20 A 1 1 20 A 8 P TREADMILL (3) 24 25 STAIR STEPPER P 20 A 1 1 20 A 8 P TREADMILL (3) 26 27 STAIR STEPPER P 20 A 1 1 20 A 8 P TREADMILL (3) 28 29 STAIR STEPPER P 20 A 1 1 20 A 8 P TREADMILL (3) 30 31 STAIR STEPPER P 20 A 1 1 20 A 8 P TREADMILL (3) 32 33 STAIR STEPPER P 20 A 1 1 20 A 8 P TREADMILL (3) 34 35 STAIR STEPPER P 20 A 1 1 20 A 8 P TREADMILL (3) 36 37 STAIR STEPPER P 20 A 1 1 20 A 8 P TREADMILL (3) 38 39 STAIR STEPPER P 20 A 1 1 20 A 8 P TREADMILL (3) 40 41 STAIR STEPPER P 20 A 1 1 20 A 8 P TREADMILL (3) 42 TOTAL CONNECTED 15.44 15.76 16.40 KVA TOTAL CONNECTED 128.67 131.74 137.08 AMPS TOTAL LOAD 47.60 KVA 132.12 AMPS PER NEC ARTICLE 220 FEEDER LOAD 47.60 KVA 132.12 AMPS PANEL: 2P3 PANELBOARD DISTRIBUTION: 0/208V 3PH 4W WYE 20 MAINS: 200 A # OF SECTIONS: 1 Existing MCB/MLO: MAIN CIRCUIT BREAKER AI POWERED FROM: MDP C RATING: NOTE (9) SERVES: GENERAL POWER MOUNTING: SURFACE LOCATION: ELEC. 201 SQUARE D NEUTRAL BAR: YES LOAD CENTER GROUND BAR: YES ISO. GROUND BAR: NO DESCRIPTION LOAD CLASS WIRE SIZE BRKR PL A B C PL BRKR WIRE SIZE LOAD CLASS DESCRIPTION 1 STORAGE 128/129 RECEPTS R 20 A 1 0.72 0.18 0.54 0.18 1 0.36 1 0.18 0.00 0.54 0.90 0.18 1 0.00 0.00 0.18 -- 0.36 -- 0.72 0.00 0.00 -- 1 20 A P TIMECLOCK 2 3 BREAK 125 RECEPTS R 20 A 1 1 20 A P FACP (4) 4 5 STORAGE 126 RECEPTS R 20 A 1 1 1 20 A R ELEC ROOM RECEPTS 6 7 SPARE (5) 20 A 1 1 1 20 A R MEZ/ STORAGE 203 RCPTS 8 9 OFFICE 123 RECEPTS R 20 A 1 1 20 A P MUSIC SYSTEM (10) 10 11 SPARE (5) 20 A 1 1 -- SHUNT TRIP 12 13 SPARE (5) 20 A 1 1 20 A P SECURITY SYSTEM (4) 14 15 SPACE 1 1 20 A R UTILITY 114 RECEPTS 16 17 SPACE 1 1 20 A R TTB 18 19 SPACE 1 2 30 A SPARE (5) 20 21 SPACE 1 22 23 SPACE 1 1 -- SPACE 24 25 SPACE 1 1 SPACE 26 27 SPACE 1 1 SPACE 28 29 SPACE 1 1 SPACE 30 31 SPACE 1 1 SPACE 32 33 SPACE 1 1 SPACE 34 35 SPACE 1 1 SPACE 36 37 SPACE 1 1 SPACE 38 39 SPACE 1 1 SPACE 40 TOTAL CONNECTED 1.62 2.16 1.26 KVA TOTAL CONNECTED 13.96 18.46 10.50 AMPS TOTAL LOAD 5.04 KVA 13.99 AMPS PER NEC ARTICLE 220 FEEDER LOAD 5.04 KVA 13.99 AMPS EXTERIOR EXISTING SERVICE 400A 277/480V 3PH 4W ONE LINE DIAGRAM NOTES: 1. FOR TRANSFORMER TLD, PROVIDE PLAQUE WITH 1" WHITE LETTERING ON BLACK LAMINATE THAT STATES: "DISCONNECT FOR TRANSFORMER TD IN MAIN DISTRIBUTION PANEL "HA" IN ELECTRICAL ELECTRICAL ONE -LINE DIAGRAM SCALE: N.T.S. ELEC. 201 ON MEZZANINE - PANEL HA PANEL4L1 (EXISTING) (EXISTING) 33,412 XFMF (EXISTING PRI: 480V SEC: 120/2C - EXISTING L2 CONNECTED LOADS TABLE LOAD CLASSIFICATION CONNECTED AMPS CONNECTED kVA EST. DEMAND CURRENT EST. DEMAND kVA LIGHTS (L) 13 A 10.44 kVA 16 A 13.05 kVA RECEPTACLES (R) 22 A 18.28 kVA 17 A 14.14 kVA HVAC (H) 168 A 139.59 kVA 168 A 139.59 kVA NON -CONTINUOUS (P) 194 A 161.18 kVA 194 A 161.18 kVA CONTINUOUS (C) 1 A 0.94 kVA 1 A 1.18 kVA KITCHEN (K) *TOTAL CONNECTED LOAD 397 A 330.43 kVA 396 A 329.14 kVA POWER COMPANY SHALL APPLY PROPER DEMAND FACTORS TO CALCULATE ESTIMATED MAXIMUM DEMAND. GROUND WIRE SIZING CHART BRKR AMPS WIRE SIZE 15-20 PHASE 12 10 8 6 4 GROUND 12 10 8 6 4 25-30 PHASE 10 8 6 4 3 GROUND 10 8 6 4 3 35-50 PHASE 8 6 4 3 2 GROUND 10 8 4 4 4 60 PHASE 6 4 3 2 1 GROUND 10 6 6 4 4 70 PHASE 6 4 3 2 1 GROUND 8 4 4 3 2 80-90 PHASE 4 3 2 1 1/0 GROUND 8 6 4 4 3 100 PHASE 3 2 1 1/0 2/0 GROUND 8 6 4 4 3 PER NEC 250.122(B) ELECTRICAL PANELBOARD NOTES A. WIRE SIZES ARE #12 AWG COPPER UNLESS NOTED OTHERWISE. B. CONDUIT SIZES ARE 1/2" EMT UNLESS NOTED OTHERWISE. EC SHALL ENSURE CONDUIT IS SIZED ADEQUATELY PER NEC FOR ALL CONDUIT AND SPECIFICALLY FOR CONDUITS THAT ARE NOT EMT. C. EC SHALL ADD OR REARRANGE CIRCUIT BREAKERS WITHIN PANELBOARDS AS REQUIRED TO MATCH NEW CIRCUIT DESIGNATIONS SHOWN ON DRAWINGS. D. NEW OVERCURRENT PROTECTIVE DEVICES PLACED IN EXISTING PANELBOARD OR DISTRIBUTION BOARDS SHALL MATCH THE TYPE AND AVAILABLE AMPS INTERRUPTING CAPACITY (AIC) RATINGS OF EXISTING OVERCURRENT PROTECTIE DEVICES IN SAID BOARD. E. EXISTING LOADS TO REMAIN ARE SHOWN IN LOWER CASE LETTERS. NEW, RELOCATED, OR MODIFIED LOADS ARE SHOWN IN UPPER CASE LETTERS. TYP. PANEL NOTES (#) 1. REFER TO ONE -LINE DIAGRAM FOR WIRE SIZES. 2. PROVIDE HANDLE PADLOCKING "LOCK OUT/TAG OUT' DEVICE, FIXED ATTACHMENT, FOR LOCKING CIRCUIT BREAKER HANDLE IN THE OFF POSITION PER NEC 110.25. 3. CONDUCTOR SIZE SHOWN IN PANELBOARD HAS BEEN INCREASED FOR VOLTAGE DROP. SIZE GROUND PROPORTIONALLY PER NEC. REFER TO VOLTAGE DROP CALCULATIONS AND GROUND WIRE SIZING CHART. 4. INSTALL LOCKING DEVICE FURNISHED WITH PANELBOARD (LOCK -ON FOR CRITICAL LOADS). 5. LEAVE BREAKER IN THE "OFF' POSITION FOR SPARE BREAKERS. 6. CONNECT LOAD TO TIMECLOCK/CONTACTOR. 7. TVSS, REFER TO DETAILS ON SHEET E402 FOR INSTALLATION DETAILS. 8. REFER TO ONE LINE DIAGRAM FOR MINIMUM AIC RATING. 9. FOR NEW BREAKERS REQUIRED AS PART OF ELECTRICAL SCOPE, MATCH EXISTING BREAKER MANUFACTURER, TYPE, AND AIC RATING IN EXISTING PANELBOARD. 10. PROVIDE AND INSTALL BREAKER WITH SHUNT TRIP CONNECTED TO FIRE ALARM CONTROL PANEL TO TURN BREAKER OFF DURING A FIRE ALARM EVENT. LOAD CLASSIFICATION LEGEND THE FOLLOWING LOAD CLASSIFICATIONS ARE DEFINED PER NEC ARTICLE 220. L LIGHTING 125% R RECEPTACLE 100% FOR FIRST 10kVA, 50% AFTERWARDS H HVAC 100% OF EITHER HEATING OR COOLING, WHICHEVER IS GREATER P NON-CONT. 100% C CONTINUOUS 125% K KITCHEN 100-65% BASED ON TABLE 220.56 PANEL: 2P4 PANELBOARD DISTRIBUTION: 120/208V 3PH 4W WYE MAINS: 225 A # OF SECTIONS: 1 MCB/MLO: MAIN LUGS ONLY POWERED FROM: MDP Existing AIC RATING: NOTE (9) SERVES: GENERAL POWER MOUNTING: SURFACE LOCATION: ELEC. 201 SIEMENS CDP-7 NEUTRAL BAR: YES GROUND BAR: YES ISO. GROUND BAR: NO DESCRIPTION LOAD CLASS WIRE SIZE BRKR PL A B C PL BRKR WIRE SIZE LOAD CLASS DESCRIPTION 1 TREADMILL (3) P 8 20 A 1 1.44 1.00 1.44 1 1.00 1 1.44 1 0.00 1.44 0.00 1.44 0.00 1 1.44 1.00 1.44 0.00 1.44 1.00 1.44 0.00 1.44 0.00 0.18 0.00 0.18 0.00 0.18 0.00 0.18 0.00 0.31 0.00 0.31 0.00 0.31 0.00 0.31 0.00 0.31 1 0.00 1 0.21 0.00 0.21 0.00 1 20 A P MIENS HAIRDRYER (2) 2 3 TREADMILL (3) P 8 20 A 1 1 20 A P MIENS HAIRDRYER (2) 4 5 TREADMILL (3) P 8 20 A 1 1 20 A SPARE (5) 6 7 TREADMILL (3) P 8 20 A 1 2 80 A SPARE 8 9 TREADMILL (3) P 8 20 A 1 10 11 TREADMILL (3) P 8 20 A 1 1 20 A 10 P WOMENS HAIRDRYER (2,3) 12 13 TREADMILL (3) P 8 20 A 1 1 20 A - SPARE (5) 14 15 TREADMILL (3) P 8 20 A 1 1 20 A 10 P WOMENS HAIRDRYER (2,3) 16 17 TREADMILL (3) P 6 20 A 1 1 20 A -- SPARE (5) 18 19 TREADMILL (3) P 6 20 A 1 2 20 A SPARE (5) 20 21 BIKE R 20 A 1 22 23 BIKE R 20 A 1 2 20 A SPARE (5) 24 25 BIKE R 20 A 1 26 27 BIKE R 20 A 1 1 20 A SPARE (5) 28 29 TV TRUSS R 20 A 1 1 20 A SPARE (5) 30 31 TV TRUSS R 20 A 1 1 20 A SPARE (5) 32 33 TV TRUSS R 20 A 1 1 20 A SPARE (5) 34 35 TV TRUSS R 20 A 1 1 20 A SPARE (5) 36 37 TV TRUSS R 20 A 1 1 20 A SPARE (5) 38 39 TV TRUSS R 20 A 1 1 20 A SPARE (5) 40 41 TV TRUSS R 20 A 1 1 20 A SPARE (5) 42 TOTAL CONNECTED 7.56 7.20 6.33 KVA TOTAL CONNECTED 64.11 61.08 52.71 AMPS TOTAL LOAD 21.08 KVA 58.51 AMPS PER NEC ARTICLE 220 FEEDER LOAD 21.08 KVA 58.51 AMPS ONE LINE FEEDER SCHEDULE CONDUIT SIZE IS BASED ON CONDUCTOR PROPERTIES IN THE CURRENT NEC EDITION, CHAPTER 9, TABLES 5 & 5A, AND CONDUIT AREAS LISTED IN CHAPTER 9, TABLE 4 FOR EMT WITH 40% FILL. OTHER CONDITIONS MAY REQUIRE A LARGER CONDUIT, SUCH AS UNDERGROUND PVC, SIZED PER NEC. ELECTRICAL DESIGN IS BASED ON 750 CELSIUS TERMINATIONS PER NEC 110.14(C)(1)(B). ELECTRICAL CONTRACTOR SHALL COORDINATE FEEDER AND LUG SIZES WITH EQUIPMENT MANUFACTURER PRIOR TO SUBMITTAL REVIEW OF PANELBOARDS. LUG SIZE MUST BE COMPATABLE WITH FEEDER SIZES. Note COPPER I ALUMINUM 100-3 1 "C,3#3, 1 #8GR 11- 1 1 /4"C, 3#1 AL, 1 #6AL GR TZ200-3 2"C,3#3/0, 1#4GR 2"C, 3-250KCMIL AL, 1#2AL GR I IT102 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I XFMR TLD (NEW) 75kVA PRI: 480V 3PH 3W SEC: 120/240 3PH 4VA I I I PANEL LD (NEW) 5,041 4,902 THE MAXIMUM AVAILABLE FAULT CURRENT IN ##,### RMS SYMMETRICAL AMPERES AT THE RESPECTIVE TRANSFORMER, PANELBOARD, OR EQUIPMENT. FAULT CURRENT VALUES PROVIDED USE THE BUSSMANN POINT-TO-POINT METHOD. RESULTS ARE FOR WORST CASE SCENARIO WITH LISTED FEEDER SIZE REGARDLESS OF MATERIAL USED. I :5:713 I X � � -- -- 4 - #4 Cu GEC E402 V U) LU I k\ if F__ ARCHITECTURE PLANNING INTERIORS GRAPHICS 2948 SIDCO DR. NASHVILLE, TN 37204 (P) 615.244.8170 (F) 615.244.8141 www.mjmarch.com SOS C. �D G r 48429 Apr 23, 2024 Jason C. Adams teamofchoice.com P.E. SUITE 5268 479-636-5004 1805 N 2ND ST JOB NO.:31189 ROGERS, AR 72756 DESIGNED BY:JCT • • n � OHANA GROWTH PARTNERS 212 WEST PADONIA RD. TIMONIUM, MD 21093 PLANET FITNESS - EDMONDS 22515 HIGHWAY 99, EDMONDS, WA 98026 SNOHOMISH COUNTY PERMIT SET 03/06/24 MJ M # 23450 NO. DESCRIPTION DATE 2 OWNER REQ. UPDATES 04/23/24 This drawing and the design shown is the property of the architect. The reproduction, copying or use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. ONE -LINE D I M.Aib.M & S cEL tgOs L E S DEPARTMENT E501 a W Cn W W Z O z O Q U O J w 0 z O U) W W W vJ VOLTAGE DROP CALCULATIONS The calculations in this table are based on a maximum voltage drop of 5% across both the feeders at a maximum of 2% per NEC 215.2(A)(1) Informational Note No. 2 and a maximum of 3% per NEC 210.19 Informational Note No. 3. They are based on copper or aluminum wires as noted with 75 degree C terminations with a 10 foot offset. It is the contractor's responsibility to verify final voltage drop values in the field and upsize wire as necessary for any wires that exceed 5% total drop. Panel Circuit Number Load Name Voltage Number of Poles # of Runs Voltage Drop Length (ft) Breaker Rating Apparent Load Wire Size Wire Type 2P1 2P1 1 RR LTS (3) 120 1 1 3.21 V 153.1 20 A 1047 1-#10, 1-#10, 1-#10 THHN 2P1 2 MASSAGE 104 RECEPTS 120 1 1 2.28 V 169.5 20 A 403 1412, 1412, 1412 THHN 2P1 3 BCS LTS (3) 120 1 1 2.78 V 210.5 20 A 660 1-#10, 1-#10, 1-#10 THHN 2P1 4 BCS RECEPTS 120 1 1 2.10 V 163.4 20 A 386 1412, 1412, 1412 THHN 2P1 6 BCS RECEPTS 120 1 1 2.94 V 213.3 20 A 413 1412, 1412, 1412 THHN 2P1 7 RECEPTION LTS (3) 120 1 1 3.08 V 247.6 20 A 373 1412, 1412, 1412 THHN 2P1 8 CYRO (3) 120 1 1 2.39 V 202.9 20 A 1440 146, 146, 146 THHN 2P1 9 EXERCISE FANS (2) 120 1 1 1.72 V 191.6 20 A 269 1412, 1412, 1412 THHN 2P1 10 HYDRO RECEPTS 120 1 1 2.00 V 194.2 20 A 310 1412, 1412, 1412 THHN 2P1 11 PF CLOCK 120 1 1 1.41 V 234.9 20 A 180 1412, 1412, 1412 THHN 2P1 12 IT 102 120 1 1 2.54 V 211.4 20 A 360 1412, 1412, 1412 THHN 2P1 13 MENS LOCKER RECEPTS 120 1 1 1.46 V 94.8 20 A 463 1412, 1412, 1412 THHN 2P1 14 IT 102 120 1 1 2.55 V 212.7 20 A 360 1412, 1412, 1412 THHN 2P1 15 MENS HANDRYER (2) 120 1 1 3.03 V 91.0 20 A 1000 1412, 1412, 1412 THHN 2P1 16 RECEPTION 101 RECEPTS (3) 120 1 1 2.75 V 205.2 20 A 670 1-#10, 1-#10, 1-#10 THHN 2P1 17 MENS HANDRYER (2) 120 1 1 3.42 V 102.6 20 A 1000 1412, 1412, 1412 THHN 2P1 18 RECEPTION 101 RECEPTS (3) 120 1 1 2.90 V 206.5 20 A 1080 148, 148, 148 THHN 2P1 19 MENS LIT MIRRORS 120 1 1 0.38 V 94.6 20 A 120 1412, 1412, 1412 THHN 2P1 20 RECEPTION 101 RECEPTS (3) 120 1 1 2.18 V 192.4 20 A 566 1410, 1410, 1410 THHN 2P1 21 EWC 120 1 1 1.41 V 117.9 20 A 360 1412, 1412, 1412 THHN 2P1 22 AED 120 1 1 1.14 V 190.7 20 A 180 1412, 1412, 1412 THHN 2P1 23 RECIRC PUMPS 120 1 1 1.31 V 109.4 20 A 360 1412, 1412, 1412 THHN 2P1 24 DRINK COOLER (3) 120 1 1 2.35 V 185.0 20 A 978 148, 148, 148 THHN 2P1 25 WOMENS HANDRYER (2) 120 1 1 3.57 V 107.1 20 A 1000 1412, 1412, 1412 THHN 2P1 26 BUILDING SIGN (2,6) 120 1 1 1.56 V 260.8 20 A 180 1412, 1412, 1412 THHN 2P1 27 WOMENS HANDRYER (2,3) 120 1 1 2.39 V 119.3 20 A 1000 1-#10, 1-#10, 1-#10 THHN 2P1 28 HVAC RECEPT 120 1 1 2.18 V 151.5 20 A 720 1-#10, 1-#10, 1-#10 THHN 2P1 29 WOMENS LOCKER RECEPTS 120 1 1 2.25 V 145.9 20 A 463 1412, 1412, 1412 THHN 2P1 30 FUNC TRAIN RECEPTS 120 1 1 2.77 V 129.1 20 A 643 1412, 1412, 1412 THHN 2P1 31 WOMENS LIT MIRRORS 120 1 1 0.44 V 110.9 20 A 120 1412, 1412, 1412 THHN 2P1 32 HVAC RECEPTS (3) 120 1 1 2.60 V 240.5 20 A 540 1-#10, 1-#10, 1-#10 THHN 2P1 35 NO CRITICS SIGN 120 1 1 1.49 V 247.9 20 A 180 1412, 1412, 1412 THHN 2P1 36 EXERCISE RECEPTS (3) 120 1 1 3.37 V 288.2 20 A 900 148, 148, 148 THHN 2P1 37 MISSION STATEMENT SIGN 120 1 1 0.26 V 148.1 20 A 52 1412, 1412, 1412 THHN 2P1 38 30 MINUTE RECEPTS 120 1 1 2.61 V 144.8 20 A 540 1412, 1412, 1412 THHN 2P1 39 LUNK ALARM 120 1 1 1.73 V 287.9 20 A 180 1412, 1412, 1412 THHN 2P1 40 RECEPTION 101 RECEPTS (3) 120 1 1 3.02 V 209.9 20 A 720 1-#10, 1-#10, 1-#10 THHN 2P2 2P2 1 TREADMILL (3) 120 1 1 2.58 V 137.6 20 A 1440 148, 148, 148 THHN 2P2 3 TREADMILL (3) 120 1 1 2.64 V 141.1 20 A 1440 148, 148, 148 THHN 2P2 5 TREADMILL (3) 120 1 1 2.71 V 144.7 20 A 1440 148, 148, 148 THHN 2P2 6 TREADMILL (3) 120 1 1 2.50 V 133.6 20 A 1440 148, 148, 148 THHN 2P2 7 TREADMILL (3) 120 1 1 2.78 V 148.3 20 A 1440 148, 148, 148 THHN 2P2 9 TREADMILL (3) 120 1 1 3.23 V 112.2 20 A 1440 1-#10, 1-#10, 1-#10 THHN 2P2 10 TREADMILL (3) 120 1 1 2.57 V 137.1 20 A 1440 148, 148, 148 THHN 2P2 11 TREADMILL (3) 120 1 1 3.34 V 115.8 20 A 1440 1-#10, 1-#10, 1-#10 THHN 2P2 12 TREADMILL (3) 120 1 1 2.63 V 140.7 20 A 1440 148, 148, 148 THHN 2P2 13 TREADMILL (3) 120 1 1 3.44 V 119.4 20 A 1440 1-#10, 1-#10, 1-#10 THHN 2P2 14 TREADMILL (3) 120 1 1 2.70 V 144.3 20 A 1440 148, 148, 148 THHN 2P2 15 TREADMILL (3) 120 1 1 3.54 V 122.9 20 A 1440 1410, 1410, 1410 THHN 2P2 16 TREADMILL (3) 120 1 1 2.77 V 147.8 20 A 1440 148, 148, 148 THHN 2P2 17 TREADMILL (3) 120 1 1 2.37 V 126.5 20 A 1440 148, 148, 148 THHN 2P2 18 TREADMILL (3) 120 1 1 2.83 V 151.4 20 A 1440 148, 148, 148 THHN 2P2 19 TREADMILL (3) 120 1 1 2.43 V 130.1 20 A 1440 148, 148, 148 THHN 2P2 20 TREADMILL (3) 120 1 1 2.90 V 154.8 20 A 1440 148, 148, 148 THHN 2P2 21 STAIR STEPPER 120 1 1 2.23 V 134.0 20 A 500 1412, 1412, 1412 THHN 2P2 22 TREADMILL (3) 120 1 1 2.96 V 158.2 20 A 1440 148, 148, 148 THHN 2P2 23 STAIR STEPPER 120 1 1 1.64 V 98.4 20 A 500 1412, 1412, 1412 THHN 2P2 24 TREADMILL (3) 120 1 1 3.03 V 161.7 20 A 1440 148, 148, 148 THHN 2P2 25 STAIR STEPPER 120 1 1 1.70 V 101.9 20 A 500 1412, 1412, 1412 THHN 2P2 26 TREADMILL (3) 120 1 1 2.95 V 157.4 20 A 1440 148, 148, 148 THHN 2P2 27 STAIR STEPPER 120 1 1 1.76 V 105.5 20 A 500 1412, 1412, 1412 THHN 2P2 28 TREADMILL (3) 120 1 1 3.01 V 160.8 20 A 1440 148, 148, 148 THHN 2P2 29 STAIR STEPPER 120 1 1 1.82 V 109.1 20 A 500 1412, 1412, 1412 THHN 2P2 30 TREADMILL (3) 120 1 1 3.07 V 164.2 20 A 1440 148, 148, 148 THHN 2P2 31 STAIR STEPPER 120 1 1 1.88 V 112.6 20 A 500 1412, 1412, 1412 THHN 2P2 32 TREADMILL (3) 120 1 1 3.14 V 167.6 20 A 1440 148, 148, 148 THHN 2P2 33 STAIR STEPPER 120 1 1 1.94 V 116.2 20 A 500 1412, 1412, 1412 THHN 2P2 34 TREADMILL (3) 120 1 1 3.20 V 171.0 20 A 1440 148, 148, 148 THHN 2P2 35 STAIR STEPPER 120 1 1 2.00 V 119.8 20 A 500 1412, 1412, 1412 THHN 2P2 36 TREADMILL (3) 120 1 1 3.27 V 174.5 20 A 1440 148, 148, 1-#8 THHN 2P2 37 STAIR STEPPER 120 1 1 2.06 V 123.3 20 A 500 1412, 1412, 1412 THHN 2P2 38 TREADMILL (3) 120 1 1 3.33 V 177.9 20 A 1440 148, 148, 148 THHN 2P2 39 STAIR STEPPER 120 1 1 2.11 V 126.9 20 A 500 1412, 1412, 1412 THHN 2P2 40 TREADMILL (3) 120 1 1 3.39 V 181.1 20 A 1440 148, 148, 148 THHN 2P2 41 STAIR STEPPER 120 1 1 2.17 V 130.4 20 A 500 1412, 1412, 1412 THHN 2P2 42 TREADMILL (3) 120 1 1 3.46 V 184.6 20 A 1440 148, 148, 148 THHN 2P3 2P3 1 STORAGE 128/129 RECEPTS 120 1 1 2.24 V 93.1 20 A 720 1412, 1412, 1412 THHN 2P3 8 MEZ/ STORAGE 203 RCPTS 120 1 1 1.10 V 61.0 20 A 540 1412, 1412, 1412 THHN 2P3 9 OFFICE 123 RECEPTS 120 1 1 1.84 V 61.3 20 A 900 1412, 1412, 1412 THHN 2P3 14 SECURITY SYSTEM (4) 120 1 1 0.37 V 62.5 20 A 180 1412, 1412, 1412 THHN 2P3 16 UTILITY 114 RECEPTS 120 1 1 1.49 V 124.2 20 A 360 1412, 1412, 1412 THHN 2P3 18 TTB 120 1 1 1.52 V 63.2 20 A 720 1 1412, 1412, 1412 THHN 2P4 2P4 1 TREADMILL (3) 120 1 1 3.55 V 189.8 20 A 1440 148, 148, 148 THHN 2P4 2 MENS HAIRDRYER (2) 120 1 1 2.52 V 75.6 20 A 1000 1412, 1412, 1412 THHN 2P4 3 TREADMILL (3) 120 1 1 3.25 V 173.5 20 A 1440 148, 148, 148 THHN 2P4 4 MENS HAIRDRYER (2) 120 1 1 2.74 V 82.1 20 A 1000 1412, 1412, 1412 THHN 2P4 5 TREADMILL (3) 120 1 1 3.31 V 176.8 20 A 1440 148, 148, 148 THHN 2P4 7 TREADMILL (3) 120 1 1 3.37 V 180.2 20 A 1440 148, 148, 148 THHN 2P4 9 TREADMILL (3) 120 1 1 3.44 V 183.6 20 A 1440 148, 148, 148 THHN 2P4 11 TREADMILL (3) 120 1 1 3.50 V 187.0 20 A 1440 148, 148, 148 THHN 2P4 12 WOMENS HAIRDRYER (2,3) 120 1 1 2.68 V 134.2 20 A 1000 1-#10, 1-#10, 1-#10 THHN 2P4 13 TREADMILL (3) 120 1 1 3.57 V 190.5 20 A 1440 148, 148, 148 THHN 2P4 15 TREADMILL (3) 120 1 1 2.28 V 193.9 20 A 1440 146, 146, 146 THHN 2P4 16 WOMENS HAIRDRYER (2,3) 120 1 1 2.55 V 127.6 20 A 1000 1-#10, 1-#10, 1-#10 THHN 2P4 17 TREADMILL (3) 120 1 1 2.32 V 197.3 20 A 1440 146, 146, 146 THHN 2P4 19 TREADMILL (3) 120 1 1 2.36 V 200.7 20 A 1440 146, 146, 146 THHN 2P4 21 BIKE 120 1 1 1.22 V 204.1 20 A 180 1412, 1412, 1412 THHN 2P4 23 BIKE 120 1 1 1.25 V 207.5 20 A 180 1412, 1412, 1412 THHN 2P4 25 BIKE 120 1 1 1.27 V 211.0 20 A 180 1412, 1412, 1412 THHN 2P4 27 BIKE 120 1 1 1.29 V 214.4 20 A 180 1412, 1412, 1412 THHN 2P4 29 TV TRUSS 120 1 1 1.60 V 155.0 20 A 310 1412, 1412, 1412 THHN 2P4 31 TV TRUSS 120 1 1 1.76 V 170.7 20 A 310 1412, 1412, 1412 THHN 2P4 33 TV TRUSS 120 1 1 1.92 V 186.5 20 A 310 1412, 1412, 1412 THHN 2P4 35 TV TRUSS 120 1 1 2.09 V 202.2 20 A 310 1412, 1412, 1412 THHN 2P4 37 TV TRUSS 120 1 1 2.25 V 218.0 20 A 310 1412, 1412, 1412 THHN 2P4 39 TV TRUSS 120 1 1 1.57 V 228.5 20 A 206 1412, 1412, 1412 THHN 2P4 41 TV TRUSS 1 120 1 1 1 1 1 1.64 V 1 239.0 1 20 A 1 206 1 1412, 1412, 1412 1 THHN 4L1 41-1 1 OFFICE/STORAGE LTS 277 1 1 1.61 V 131.7 20 A 848 1412, 1412, 1412 THHN 41-1 2,4,6 RTU-1 480 3 1 3.23 V 74.9 15 A 10358 3412, 1412, 1412 THHN 41-1 3 EXERCISE LTS (6) 277 1 1 7.13 V 285.0 20 A 1733 1412, 1412, 1412 THHN 41-1 5 EXERCISE LTS (6) 277 1 1 3.29 V 253.0 20 A 900 1412, 1412, 1412 THHN 41-1 7 EXERCISE LTS (6) 277 1 1 6.64 V 269.0 20 A 1710 1412, 1412, 1412 THHN 4L1 9 CANOPY LTS (6) 277 1 1 1.17 V 300.0 20 A 270 1412, 1412, 1412 THHN 41-1 11 EXERCISE EM LTS (4) 277 1 1 5.80 V 274.5 20 A 1463 1412, 1412, 1412 THHN 41-1 13,15,17 RTU-3 480 3 1 7.38 V 190.1 35 A 23902 348, 148, 1410 THHN 41-1 19,21,23 RTU-6 480 3 1 9.27 V 238.7 35A 23902 348, 148, 1410 THHN 41-1 20,22,24 DOAS-1 480 3 1 3.54 V 105.8 50 A 32826 346, 146, 1410 THHN 41-1 25,27,29 RTU-2 480 3 1 3.76 V 87.0 15 A 10358 3412, 1412, 1412 THHN 41-1 1 31,33,35 1 RTU-4 1 480 1 3 1 1 1 4.52V 126.1 25A 1 14341 1 3410, 1410, 1410 1 THHN 4L1 37,39,41 RTU-5 480 3 1 5.81 V 149.6 35 A 23902 348, 148, 1410 1 THHN HA HA 1,3,5 WATER HEATER (2) 480 3 1 4.06 V 108.1 30 A 15000 3410, 1410, 1410 THHN HA 7,9,11 WATER HEATER (2) 480 3 1 3.91 V 104.3 30 A 15000 3410, 1410, 1410 THHN HA 20,22,24 LD VIA XFMR TLD (1) 480 3 1 6.10 V 197.9 100 A 59160 343, 143, 148 THHN LD LD 7,9,11 TANNING BED 108 240 3 1 2.27 V 63.8 40 A 9500 348, 148, 1410 THHN LD 8,10,12 TANNING BED 107 240 3 1 2.93 V 73.7 40 A 10600 348, 148, 1410 THHN LD 13,15,17 TANNING BED 105 240 3 1 3.83 V 102.2 40 A 10000 348, 148, 1410 THHN JLV AVJL'o ARCHITECTURE 2948 SIDCO DR. PLANNING NASHVILLE, TN 37204 INTERIORS (P) 615.244.8170 GRAPHICS 615.244.8141 (F) www.mjmarch.com �o� C. ao 11 IJ Mar 06, 2024 Jason C. Adams teamofchoice.com P.E. SUITE 5268 479-636-5004 1805 N 2ND ST JOB NO.:31189 ROGERS, AR 72756 DESIGNED BY: JCT O HANA GROWTH PARTNERS 212 WEST PADONIA RD. TIMONIUM, MD 21093 PLANET FITNESS - EDMONDS 22515 HIGHWAY 99, EDMONDS, WA 98026 SNOHOMISH COUNTY J Q W U) z Q J U) z O U Of W z O PERMIT SET 03/06/24 MJM # 23450 W Q NO. DESCRIPTION DATE U) z O W W This drawing and the design shown is the property of the architect. The reproduction, copying or use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. VOLTAGE UP CALMUXYIONS, DEPARTMENT W W E502 2coV