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HomeMy WebLinkAbout7910 Gall Blvd (5)' 1 1 1. ■ _ - � _ - -l. �. I I � -- 1 _' 1 _ 1'._ 1 • e 1_I�• 1. n.., n . J3J1 1 .I 1 _ r a General Notes 1. By executing the bid and contract, the contractor represents that he has visited the site, familiarized himself with the local conditions, codes and requirements under which the work is to be performed and correlated to his observations with the requirements of the contract documents. This shall be done prior to bid. Provide sealed bid. 2. The intent of the bid contract is to include all items necessary for the proper execution and completion of the work. The contract documents are complimentary, and what is required by any one shall be as binding as if required by all. Work not covered in the contract documents will not be required unless it is consistent therewith and is reasonably inferable therefrom as being necessary to produce the intended results. Words and abbreviations which have well known technical or trade meanings are used in contract documents in accordance with such recognized meanings. 3. The drawings and specifications are intended to be fully explanatory and supplementary. However, should anything be shown, indicated or specified on one and not the other, it shall be done. All drawings should be read in conjunction with the engineers drawings. 4. Should either the drawings and the specification, or any particular specification, and general conditions contradict each other in any point, or require clarification, the contractor must call the some to the attention of the architect, and his decision should be obtained prior to the submission of bids, otherwise the architect's interpretation will govern the performance of the work and no allowance shall be made on behalf of the contractor for error or negligence on his part in this connection. The contractor shall bear all costs due to his errors and/or omissions prior to bid. 5. Prospective contractors and subcontractors shall secure all data at the site of the proposed construction, such as existing condition, convenience of receiving and sorting materials, location and adequacy of utilities and other information which will have a bearing on making their proposals or on the execution of the work if awarded the contract, and no allowance will be made for failure of the contractor to obtain such on -site information prior to bidding. 6. Should any error or inconsistency appear in the drawings or specifications, the contractor, before proceeding with the work, must clearly bring the same to the attention of the architect for proper adjustment, and in no case proceed with the work uncertainly nor with insufficient drawings. 7. The contractor and each subcontractor shall be responsible for verification of all site measurements of the proposed construction building site. No charge or compensation shall be allowed due to differences between actual dimensions and dimensions indicated on the drawings. Any such discrepancy in dimensions which may be found shall be submitted to the architect for his consideration before the contractor proceeds with the work in the affected area. 8. Contractor shall follow sizes in specifications or figures on drawings in preference to scale measurements and follow detail drawings in preference to general drawings and follow actual field conditions. 9. Where it is obvious that a drawing illustrates only part of a given work, which is repeated on a number of items, the remainder shall be deemed repetitious and so constructed. 10. Contractor shall not proceed with detailing, fabrication or construction of any work connected with or dependent on equipment furnished by "Owner" or "other Contractors" until he/she has obtained approved equipment specifications from owner or architect. Contact owner or architect for current information. 11. All work completed by any contractor on this project shall be done in accordance with state building codes, local by-laws and regulations of the governing authorities and all other authorities having jurisdiction over the building. The contractor is responsible for knowledge as such prior to bid. 12. All work to comply with owner requirements. Contractor to hand over building to owner in clean condition and to the satisfaction of the owner. 13. Design Build Contractors are fully responsible for their own work in terms of, but not limited to: All codes, dimensions, coordination with other trades, and all applicable municipal and other governing approvals. Each trade is responsible for the daily removal of debris. 14. Contractors shall verify locations and adequacy of all utility lines, sanitary sewer lines, and water lines prior to bid and construction and contact the Architect with any descrepancies between drawings and actual field verifications 15. Contractor shall verify exact dimensions of entire building and site prior to any layout, construction or installation of any equipment. Any dimensional discrepancies that would prohibit any item or piece of equipment from being located or installed as indicated on plan or in specification must be made known to the Architect immediately. 16. Contractor to coordinate and schedule shipment of fixtures and equipment with material suppliers. Each week the Contractor shall submit a written receiving report with a copy of all packing tickets. Report shall include all equipment that is damaged, omitted, or not in accordance with plans and/or specifications. 17. Contractor is responsible for receiving, unloading, and storage of owner -furnished items. Contractor is to verify that all equipment (fixtures, boxes, etc.) is in accordance with packing list, equipment schedule and/or specifications and being located or installed as indicated on plans or in specifications. Contractor will be held responsible for any missing or damaged owner -supplied fixtures/equipment and redelivery of the same. 18. Provide solid blocking behind all wall -mounted fixtures, including but not limited to shelving, sinks, first aid kit racks, grab bars, dispensers, etc. 19. Contractor shall be responsible for the installation of a job site phone as soon as practically possible and immediately notify architect by fax at (208) 892-8533 or owner of job site phone number. 20. All wood and wood products used throughout the construction of this building area to have moisture content of no more than 19% and shall meet certified Forestry Stewardship Criteria (FSC). 21. All interior finishing materials to have a flame spread rating no greater than 200, unless local code specifies other requirements. 22. All interior finishing materials to have a smoke density no greater than 450, unless local code specifies other requirements. 23. Contractor shall provide insurance per owner's requirements and bear proof upon request without delay. 24. Punch list to be completed at owner's convenience, typically within 3 days upon receipt of punch list. Apply for final payment within 30 days using standard Certificate of Substantial Completion. Final waivers of lien from the general contractor and all subcontractors must be submitted with final application for payment. 25. Contractor shall be responsible for independent air balance report to be submitted with final application for payment. 26. Contractor shall conform to all current Federal Glazing Specifications, C.P.S.C. Glazing Requirements, and all State and local codes having jurisdiction. 27. Provide all access panels as required for the maintenance, inspection and servicing of all equipment and systems. 28. Contractor shall take extreme caution not to place electrical outlets behind or under drawer bases, drains, or any other obstacles/objects which may restrict the use of electrical outlets, (See Electrical Plan). 29. Fire extinguishers to be provided within the space as required by all authorities having jurisdiction. Contact Architect at (208) 892-8433 to confirm locations as noted on plans. 30. These drawings and copies thereof are legal instruments of service for use of the Owner only. Each trade shall be held responsible for knowledge of the General Notes included throughout the contract documents and the applicable building codes. 31. General Contractor to schedule a Pre -Construction Meeting with Architect and submit all required Certificates of Insurance and Bonds, prior to commencement of any construction work (demolition included). 32. All permits and inspection fees to be obtained by and paid for by the G.C. Signage permits to be obtained by the G.C. 33. Building department approved drawings and all job copies of the building project and fire system plans and permits must be on site at all times. 34. Absolutely no asbestos containing floor tile, floor mastic, roofing mastic, or other building materials may be installed in or on the premises. 35. Drawings and specifications shall be considered together. 36. All Change Orders to be reviewed by Architect and Tenant prior to Approval. HEET INDEX Code Data Abbreviations Deferred Submittals All work is to conform to the requirements of the current Florida Building Code and A.F.F. = ABOVE FINISH FLOOR O.C. = ON CENTER Fire Sprinkler Plan any current state and/or city amendments. These codes are to take precedence over (E) = EXISTING R.O. = ROUGH OPENING Fire Alarm Plan the drawings and specifications. Exterior Signage EA -EACH S 0 H - SIMI ATE - - LAR OPPOS HAND Codes F.O.F. = FACE OF FINISH TYP. = TYPICAL GA. = GAUGE U.N.O. = UNLESS NOTED OTHERWISE 2014 Florida Building Code G.C. = GENERAL CONTRACTOR V.I.F. = VERIFY IN FIELD 2014 International Fire Code 2014 International Energy Conservation Code GYP. BD. = GYPSUM BOARD MANUR = MANUFACTURER 2014 International Existing Building Code L.L. =LANDLORD MECH. MECHANICAL 2014 International Mechanical Code (N) = NEW STRUCT. = STRUCTURAL City of Zephyrhills, FL Municipal Code and Local Amendments W/ = WITH ELEC. = ELECTRICAL Building Type Type II-B, Fully Sprinklered Plumbing Occ. Group A-3 Load Calculation Occupants Occupant Load 334 Total Load Calculation SF Factor an Occu ts p 167 Men 167 Women Fitness Area 13,272 1 50 266 Storage 884 1 : 300 3 Plumbing Fixture Count Required Per FPC 2014 Provided Locker Rooms/Showers 2,677 1 : 50 54 MALE FEMALE Tanning/Massage 1,553 1 Per Room/Bed 11 Water Closets 1:125=2 1:65=3 2 Mens, 4 Womens Urinals - N/A 2 Mens, N/A Womens Total Square Feet 18,389 334 Lavatories 1:200=1 1:200=1 3 Mens, 3 Womens Drinking Fountains 1:500=1 2 Allowable Area per FBC 507 31,836 Showers N/A N/A 4 Mens, 4 Womens Other Fixtures 1 Service Sink 2 (Type 11-13, Fully Sprinklered) /,v\ Required Exit Width (.20 x Total Occupants) 66.8" Provided Exit Width 136" Required Number of Exits 2 Provided Number of Exits 3 Project Teams Franchise Franchisee Company Planet Fitness Company PF FL Zephyrhills, LLC Address 4 Liberty Lane West Address 1560 N. Orange Avenue, Suite 300 City Ham ton, NH 03842 City Winter Park, FL 32789 Phone (503 750-0001 Phone (407) 433-6754 Fax 603 750-0004 Email jesusOpfsoutheast.com Contact(s) Allan Buell Contact(s) Jesus Rolon Landlord Project Location Company North American Development Group Company Planet Fitness Address 400 Clematis St, Suite 201 Address 7910 Gall Blvd City West Palm Beach, FL 33401 City Zeph rhills, FL 33541 Phone - Phone (407� 433-6754 Email - Email jesusOpfsoutheast.com Contact(s) Scott Goldsmith Contact(s) Jesus Rolon M.E.P. Engineers Architect Company Dave Saarem Company DKMullin Architects Address 2188 Alfred Way Address 517 South Main Street City Carson City, NV 89703 City Moscow, Idaho 83843 Phone (775) 772-9846 Phone (208) 892-8433 Email dave0saaremengineering.com Fax 208 892-8533 Contact(s) Dave Saarem, P.E. Email timOdkmullin.com Contact(s) Tim Goheen Structural Engineers Company Tatum Smith Welcher Engineers, Inc. Address 3100 S Market St. Suite 202 City Rogers, AR 72758 Phone (479) 621-6128 N Email rmwOtswstructural.com n Contact(s) Richard M. Welcher, P.E. Vi •t M Sheet Sheet Name ARCHITECTURAL STRUCTURAL T1.0 Title Sheet S1.2 Framing, General Notes & Typ. Details D1.0 Demolition Plan S3.1 Roof Framing Plan EG1.0 Egress Plan A1.0 Floor Plan MECHANICAL -ELECTRICAL -PLUMBING (MEP) A1.1 Enlarged Locker/Shower Plan & Elevations M1.0 Mechanical Plan A1.2 Enlarged Black Card Spa Plan & Elevations M1.1 Mechanical Details & Notes A1.3 Wall Details E1.0 Power Plan A1.4 Floor Finish Plan E1.01 Partial Power Plan A2.0 Reflected Ceiling Plan E1.1 Lighting Plan A2.1 Vertical Support Details E2.0 Electrical Riser A2.2 TV Truss Mounting Details E2.1 Panel Schedules A3.0 Equipment Plan & Door/Window Schedule E3.0 Low Voltage Plan A3.1 Equipment Schedule P1.0 Plumbing Waste Plan A4.0 Exterior/Interior Elevations P1.1 Plumbing Plan A4.1 Interior Elevations P1.2 Plumbing Details and Specifications A4.2 Interior Elevations P2.0 Gas Plan A4.3 Details/Finish Schedule ME1 MEP Specifications A5.0 Accessibility Details A6.0 Millwork Details A6.1 Soffit Details G1.0 Specifications Planet Fitness Zephyr Commons 7910 Gall Blvd Zephryhills. FL 33541 Planet Fitness Zephyr Commons 7910 Gall Blvd Zephryhills. FL 33541 ri (sT} ZephyrhdI, sis iD REVIEW DATE ` /& .'L CITY OF ZEPHYRIiW FIRE AND LIIFE SAFELY ALL WORK SHALL COMPLY WITH NFFA CODES AND STANDARDS 5, n.�l r •.I.p: Cory; A..nr� N,rwe Roc.,', SSA s' ��- lake ,_� . (E, ',. Brar;don IIIL. 5U0`V14 UGrr rew Clnl y ap N.T.S. a Lutz r r,�•�r•,5 r..Q.'q S61 •ESA o'er 11 r: q 3f � sty i� Teriple, ' Ter -ace Tampa g 9! i N Site Plan AC N.T.S. ADJACENT TENANTS (E) PARKING & - ADA PARKING TO REMAIN, TYP. ::y.n•wy Uo•;e: e>a GALL RD ,a; ADJACENT TENANTS Mu berry. ADJACEN TENANTS LATTA ROUNDABOUT SCOPE OF WORK (•) = Verify In Field T = Tenant C = Contractor L = Landlord V = Vendor E = Existing Furnish By Install By ITEM REMARKS T C L E T C L V Sub Floor Patch and Repair as required, Prep for N Finish • 101 Interior Partition Metal Studs New - See Plans • • Demising Wall Gyp. Bd. Existing - See Plans • Storefront/Storefront Glazing Existing - See Plans • Exterior Signage (Storefront, Pylon, Etc.) G.C. to Provide Power and Coordinate Install w/ Sign Vendor • • Tile See Plans. G.C. to Verify Tile Color Options w/Tenant Prior to Install • • Rubber Flooring Refer to Finish Legend • • Rubber Base Refer to Finish Legend • • Paint Finishes Refer to Finish Legend • • Wallcovering - Wainscot/FRP Refer to Finish Legend • • Wallcovering - Wallpaper Refer to Finish Legend • • Partitions - Toilet/Urinal/Changing Room G.C. to Verify Preferred Vendor w/ Tenant • • Ceilings (2x2 Suspended) New - See Plan • • Gypsum Board New - See Plan • • Exterior Doors and Hardware Existing, New Storefront Doors - See Plans • • • Interior Doors and Hardware See Door & Hardware Schedule • • Fire Alarm Panel/System Verify Existing G.C. to Coord. Design & Install w/Fire Alarm Sub • (•) • Fire Sprinkler System Verify Existing G.C. to Coord. Design & Install w/Fire Sprinkler Sub • (•) • PLUMBING Sanitary Sewer To Demised Space E 4 Building Connection to 6 Main, Extend to Tenant Plumb. Area • • • Water To Demised Space (E) 2" Meter and 2" Service • Supply and Waste Lines, Valves, Fittings See Plumbing Plans • • Fixtures and Equipment New - See Plan • • Gas Service New Gas Service & Meter • • Gas Lines & Regulators ew - See ans • • H.V.A.C. Exhaust Fans New - See Mech. • • Ductwork and Diffusers New - See Mech. • • H.V.A.C./Condensing Unit All new RTU's, reuse some of (E) curbs, see Mech. • • Control and Low V Wiring If Required • • Roof Work Patch & Repair (E) curbs & see mech for additional curbs req'd • • Air Balancing Is Required • • ELECTRICAL Main Service Conduit Verify E for reuse, upgrade as req d 19 • • Main Service Wiring New - See Electrical • • Panel Board(s) Partial new - See Electrical • (� • Switches, Outlets, Conduit New - See Electrical • • Light Fixtures / Lamps Provided by G.C., Installed by G.C. • • Low Voltage Verify Low Voltage Transformers • • Equipment, Wiring and Connections • • Transformer Partial New - See Electrical • • • Telephone Feed Reuse Existing if Possible • • Telephone In Store Wiring Jacks to be RJ 11 (4 Pr. per Jack) • • Telephone Service New 5 Lines, Verify Location w/ Tenant • • Cat 5 Wiring Coord. all Cat 5 requirements w/ Tenant prior to bid • • Pad Mounted Transformer Verify if sufficient for increased electrical service to 800A 480 277V • • • MISCELLANEOUS Workout Equipment Refer to Equipment Schedule Owner • • Televisions G.C. to Coord. Install w/ Vendor • • Truss for mounting Televisions G.C. to Coord. Install w/ Vendor • • Mirrors G.C. to Provide Power and/or Build -outs as Req'd, See A2.0/A6.0 • • Cabinetry - Front Desk, Vanities G.C. to Build Vanities and All Countertops, Front Desk by Owner • • • Locker Room Benches G.C. to Build custom benches, See A6.0 • • Accessible Benches - Locker/Changing Rooms G.C. to Build/Furnish per Detail Sheet A5.0, Verify w/ Tenant • • Lockers G.C. to Install or Coord. Install w/ Vendor - Verify w/ Tenant • • Trash Barrels & Accessories • • Lunk Alarm Siren, Light & Graphic G.C. to Provide Power and Install • • Speakers & Sound System G.C. to coord. Install w/ Vendor & Tenant • • Ceiling Fans G.C. to Coord. Install w/ Vendor • • Furniture - Chairs, Tables, Stools • • Massage Chairs G.C. to Provide Power • • Hydromossage Beds & Accessories G.C. to Provide All Req'd Electrical Connections • • Tanning & Redlight Booths/Beds G.C. to Provide All Req'd Electrical Connections • • Beverage Coolers G.C. to Coordinate Framed Opening and Elec. Req'ments w/ Tenant • • Computers & Accessories G.C. to Provide All Req'd Electrical/Data Connections • I• Note: -G.C. to Verify w/ Landlord Representative who will Provide Water/ Sanitary Sewer and Power to Demised Space if Such Services do not Exist. -G.C./Tenant Shall Review w/ Landlord Representative the Most Recent Letter of Intent (L01) or Lease Exhibit for Clarification of Responsibilities Prior to Bid SUNSHINE FITNESS VENDOR LIST ITEM VENDOR CONTACT PHONE EMAIL DEFIBRILLATOR AUTOMATED EXTERNAL DEFIBRILLATOR SUE DTTUCCI (978) 561-5000 - ACCESSORIES MUSIC SERVICES, CILLIB RADIO CLUBCOM LLC CHRIS TRAY 412 706-5360 Christray0clubcom.corn AUDIO TELEVISIONS MYE ENTERTAINMENT STEVE JOANIS (315) 363-3726 SalesOadk-cc.com VISA' TV TRUSS ADIRONDACK JEFF GILBERT/ COLLINSIM CONS (315) 363-3726 J 1lbertOodkdirecLcom co nsired.corn HAND DRYERS BATHROOM FIXTURES/PARTITIONS NEWTON DISTRIBUTING COMPANY DANA VAGOSTINO 877 837-7745 DonciOnewtondistrtbuting.corn BATHROOM PARTITIONS ONE POINT PARTITIONS REBECCA BOBO (629) 213-0592 rebecco0onspointpartions.com AccEssoRlEs SHOWER TILE KERDI - SCHLUTER JOE McGOVERN 888 472-4588 x4681 (781) 254-1000 JmcgovemOachulter.com COMPUTERS & ACCESSORIES (POS SYSTEM) - IT PF IT PF - CONTACT PM (603) 750-0001 Pf9upport0obcftnan6oI.com COMPUTERS AMENITY TRACKING SYSTEM RADIANSE BOB DUGGAN - Bob.duggon0rodianse.com FITNESS CLUB WORKOUT EQUIPMENT LIFE FITNESS, MATRIX. OR PRECOR CHRISTINA NYE (603) 750-0001 x302 Christina.NyeOpfhq.com METAL PAPER TOWEL RODS WABASH VALLEY UCHELLE PARKER 800 253-8619 x546 Lparker0wabashvalley.com BRANDED BLACK CARD FURNITURE DREAMSEAT LACEY PULEO (631) 656-1066 x28 LPuleoOdreamseat.com MASSAGE BEDS LOUNGES JTL ENTERPRISES MARIA KRUSE 727 536-5566 Mkruse0hydromassage.com EQUIPMENT MASSAGE CHAIRS SMARTE CARTE JACKIE SURA 651 653-3071 SurajOsmartecarte.com TANNING BEDS/BOOTHS/ TOTAL BODY ENHANCEMENT/ TANNING BULBS JK PRODUCTS NORTH AMERICA LAURIE JOHNSON (870) 336-1591 Lourie.JohnsonOjkamerica.com RACEWAY EQUIPMENT ELEC/ LOW VOLTAGE GRATEFUL HOMES - GHS RANDY KISER 315) 790-8831 Gheofna0yahoo.corn STARUNE JEREMEY SCHMIDT JSchmidtOuecorp.com FANS CEILING FANS BIG ASS FAN COMPANY PETE NUCKOLS (859) 629-7548 Pete.nuckolsObigasssolutionexom WAINSCOT - FRP IN TANNING/BEAUTY ANGEL IMPS SYDNEY SHEPHERD (908) 849-3037 SehepherdOimpactepecialtles.com MICHEULE BUEHLER 908 849-3037 MbuehlerOimpactepeciaRies.com PAINT SHERWIN-WILL AMS JAMES COOLEY (617) 595-7126 JameexooleyOsherwin.com WALLCOVERING NORTHEAST COLOR, INC. JEAN-PAUL GAUTHIER (603) 436-8210 (603) 436-2737 (FAX) SalesOnor'theastcolor.com JpgauthierOnortheostcolor.com FINISHES TILE CREATIVE MATERIALS CORPORATION ALLISON PICHE 518 713-5395 Aplche0creativemoterialscorp.corn FITZGERALD TILE CONNIE FITZGERALD 800 234-8453 Conniefitzgerold0fitzgeraldUle.com RUBBER FLOORING ADIRONDACK RUBBER PRODUCTS JEFF GILBERT 315 363-7214 Jg1lbert0adkdirect.com TIM COLLINS 315 363-7214 Tcolline0odkdirect corn RUBBER FLOORING INSTALLATION GRATEFUL HOMES - GHS RANDY KISER 315 7 00-8831 Ghsofna0yahoo.com McELROY'S CUSTOM FLOORING JIM McELROY 315 335-4937 Jmcelroy40400gmail.com RECEPTION COUNTER CABINETS H , I C. ALEX MARKS 972 81 -4088 AmarksOhollman.com TRASH BARRELS & ACCESSORIES WABASH VALLEY UCHELLE PARKER 800 253-8619 x546 Lparker0wabashvalley.com STAINLESS STEEL ROUND TOP TABLE/ALUMINUM ARM CHAIRS STACK CHAIR DEPOT MARILYN 866 586-9975 Marilyn0danielpaulchairs.com FURNISHINGS HAND CHAIRS HAND SHAPED CHAIRS SHAWN BARBAGALLO 815 980-4766 HandShopedChairs0ool.com WORKOUT MIRRORS THE MIRROR COMPANY DAVE MANESS 800 473-0619 Dave tthemirrorcompany.com BATHROOM MIRRORS FURNITURE HAND SHAPED CHAIR SHAWN BARBAGALLO - HandshopedchairsOcol.com FURNITURE, BLACK CARD ETC. DREAM SEAT LACEY PULED 631 656-1066 Lpuleo0dreamseat.com HVAC HVAC EQUIPMENT TRANE JOE ZWEIFEL 636 305-3651 zw a trone.com LIGHTING CED NATIONAL SHAWN CAMPBELL 1 3065 -sho-wn.compbell0ced.com LOCKERS LOCKERS MATERIAL HANDLING SALES. INC MEUSSA McCOURT (207 846-1054 MmccourtOmathond.com AmarkaO� o lmon.cc_m HOLLMAN, INC. ALEX MARKS (972) 815-4008 ILLUMINATED LOGO & CHANNEL LIGHTING VIEWPOINT JEFF KWASS E i�>Cints;g�.< om SIGNAGE/ EXTERIOR SIGNAGE COAST SIGNS SHANNON EVRIDGE (714) 336-0818 shannor• •?v6d9eQlrrro3ts1gn.net GRAPHICS INTERIOR SIGNAGE/GRAPHICS/DECALS/LUNK ALARM & UGHT NORTHEAST COLOR, INC. JEAN-PAUL GAMIER 603 436-8210 Jpgauth�,f'e'ort-!e,r .tco'cr.com DawnAir' • yn e. ,-_ ; �;rn Janinea tr.trwr:ir�e1Jr,g.com ARC DOCUMENT SOLUTIONS DAWN TINSKEY SPECTRUM MARKETING COMPANIES JANINE SOFFRON (603) 836-1229 UVIRW DAT3: Crry OI►L)fi?'w;xHI.La iUfl.Il MG OFFICIAL et Fitness 4 Liberty Lane West Hampton, New Hampshire 03842 Issue Sets No. I Issue Set I By I Date Appr. " :, ARCHITECT Daniel K. Mullin, Architect, NCARB 517 S Main St. Moscow, ID 83843 P. (208) 892-8433 F. (208) 892-8533 MEP ENGINEERS Dave M. Saarem, P.E. 2188 Alfred Way Carson City, NV 89703 P. (775) 772-9846 STRUCTURAL ENGINEERS Richard M. Welcher, P.E. Tatum Smith Welcher Engineers, Inc. 3100 S Market St, Suite 202 Rogers, AR 72758 P. (479) 621-6128 J Q COPYRIGHT These plans are an instrument of service and are the property of DKMullin Architects, and may not be duplicated, disclosed, or reproduced without the written consent of DKMullin Architects. Copyright and infringement will be enforced and prosecuted. Project Manager Approval Architect/Engineer of Record s� -i • Y Location 7910 GALL BLVD ZEPHYRHILLS, FL 33541 oject/Space No. Tit Improvement Sheet Title TITLE SHEET cale: As Shown Drawn By: C.W. Chk'd By: T.G. Issue Date: �PRIL 15, 2020 Project No. 191205 Sheet T1e0 GENERAL NOTES A. FIELD VERIFY ALL CONDITIONS PRIOR TO BIDDING AND/OR COMMENCEMENT OF WORK. B. NOTIFY BUILDING OWNER PRIOR TO THE COMMENCEMENT OF DEMOLITION WORK. C. NOTIFY BUILDING OWNER PRIOR TO CUTTING, REMOVING, ALTERING, OR SHUTTING OFF ANY MECHANICAL SYSTEMS. COORDINATE ALL EFFORTS W/ OWNER OR OWNER'S ON —SITE REPRESENTATIVE. REFER TO ELECTRICAL/ PLUMBING/MECHANICAL DRAWINGS FOR SPECIFIC WORK REQUIRED. D. PROCEED W/ DEMOLITION IN ACCORDANCE W/ ALL APPLICABLE CODES AND REGULATIONS. E. COORDINATE W/ BUILDING OWNER RUBBISH REMOVAL PROCEDURES, LOCATION OF TRASH DUMPSTERS, TIME SCHEDULES, ETC. DISPOSE OF ALL RUBBISH 1N A MANNER COMPLIANT W/ ALL LAWS, REGULATIONS, ETC. F. (E) SPRINKLER HEAD GRID, MAIN, AND BRANCH PIPES TO REMAIN FUNCTIONAL DURING DURATION OF DEMOLITION WORK. COORDINATE ANY ALTERATIONS OF SPRINKLER SYSTEM W/ APPROVED SPRINKLER CONTRACTOR. G. REMOVE ALL ELECTRICAL WORK WITHIN TENANT'S SPACE UNLESS NOTED OTHERWISE. REMOVE ALL (E) LIGHT FIXTURES AND CEILING PANELS, GRIDS, SOFFITS UNLESS OTHERWISE NOTED. COORDINATE W/ MECHANICAL AND ELECTRICAL DOCUMENTS. H. PATCH AND REPAIR ALL WALLS TO REMAIN WHICH ARE DAMAGED DURING THE DURATION OF DEMOLITION WORK. PREPARE SURFACES AS REQUIRED FOR APPLICATION OF (N) SCHEDULED FINISHES. MAINTAIN ALL (E) FIRE RATINGS, U.N.O. 1. AFTER DEMOLITION, GENERAL CONTRACTOR SHALL VERIFY ELEVATION OF (E) FLOOR SUBSTRATE AND REPORT TO THE TENANT ANY VARIATION OF MORE THAN 1/2. OUT OF LEVEL. THE G.C. SHALL RECEIVE INSTRUCTIONS FROM THE TENANT ON METHOD OF CORRECTION, IF REQUIRED J. SALVAGE ITEMS MUST BE REMOVED TIMELY FROM PROPERTY PER LANDLORD, DESIGNATE AND PROTECT TEMPORARY AREA OFF —SITE K. GENERAL CONTRACTOR TO PROVIDE CONSTRUCTION BARRICADES AS PER ANY LANDLORD REQUIREMENTS AND ALL AUTHORITIES HAVING JURISDICTION. DEMOLITION LEGEND (E) CONSTRUCTION TO REMAIN (E) CONSTRUCTION TO BE REMOVED (E) SLAB FOR DEMOLITION NOTE: ANY DISTURBED SOIL TO BE TREATED AGAINST TERMITES #4 REBAR DOWEL 0 24' O.C. WITH NOTE: PROVIDE SAW CUTS 4• MIN. EAI IEDMENT, 8• LONN. 0 10'-0' MAX O.C. OVERLAP 14 I I u ILI�,1I„n. I n�I I � :.. ,,. En�i_n u��ir'� �� ►�' i �nen�`n i�—i"n�= r=h'� NOTE: (E) SPRINKLER LINES TO BE BROUGHT UP TO UNDERSIDE OF STRUCTURE IF MORE THAN 4'-0' BELOW (E) ROOF DECK LOCATE & PROTECT (E) STRUCTURAL COLUMNS DURING CONSTRUCTION. REPORT ANY DAMAGE TO STRUCTURAL COLUMNS TO ARCHITECT OR TENANT IMMEDIATELY NEW CONCRETE SLAB TO MATCH EXISTING SLAB THICKNESS (4• MIN THUNESS) 1�n i - J REQ'D, 4• MIN. UNDISTURBED NATIVE SOILBED SEWER DRAIN PIPE OR RE -COMPACTED NATNE II ON 2• MIN. SAND LAYER SOIL IN 8-8• MAX AS REWIRED L LIFTS, TO A FIRM UNYIELDING CONDITION TRENCH INFILL DETAIL 3/4• = 1'-0" Demolition Plan Reference Notes O (E) EXTERIOR WALL TO REMAIN O2 NOT USED O(E) EXTERIOR GLAZING TO REMAIN, TYP. PROTECT DURING DEMOLITION AND CONSTRUCTION O(E) EXTERIOR LIGHTING TO REMAIN, PROTECT DURING DEMOLITION AND CONSTRUCTION, TYP. FOR ALL O(E) EXTERIOR DOOR/ HARDWARE TO REMAIN, PROTECT DURING DEMOLITION AND CONSTRUCTION O (E) EXTERIOR DOOR AND DOOR HARDWARE TO BE REMOVED. O (E) ROOF HATCH AND LADDER TO BE REMOVED AND RELOCATED, SEE PLANS O(E) COLUMN(S) TO REMAIN, TYP. OF ALL, PROTECT DURING DEMOLITION AND CONSTRUCTION �g REMOVE ALL (E) PLUMBING, CEILING DUCTWORK, DIFFUSERS, ACT, LIGHT FIXTURES, AND ABANDONED UTILITIES TYP. U.N.O. 10 (E) RTUS TO BE REMOVED, TYP. OF ALL, COORDINATE CURBS TO REMAIN W/ M1.0 11 (E) SPRINKLER RISER, PROTECT DURING DEMOLITION AND CONSTRUCTION 12 (E) ELECTRICAL PANELS AND OVERHEAD TRANSFORMER TO BE REMOVED 13 (E) VESTIBULE TO BE REMOVED 14 REMOVE (E) FLOOR FINISHES THROUGHOUT 15 ALL INTERIOR PARTITION WALLS/DOORS/WINDOWS TO BE REMOVED COMPLETE, TYP. U.N.O., REMOVE GYP WRAP AT GIRDER ABOVE WALL LOCATION OF SLAB CUT FOR NEW PLUMBING WASTE LINES, AFTER INSPECTION INFILL PER DETAIL 2/D1.0. 16 COORDINATE WITH PLUMBING PLANS AND FLOOR PLAN LOCATION OF SLAB CUT FOR ELECTRICAL CONDUIT, AFTER INSPECTION INFILL PER DETAIL 2/D1.0 1 COORDINATE WITH ELECTRICAL PLANS AND FLOOR PLAN 18 RECESSED LIFT TO BE REMOVED, INFILL PIT WITH NEW CONCRETE TO BE LEVEL WITH (E) FLOOR 19 DEMO 4' WALL AT EXTERIOR SIDE OF ROLL UP DOOR, INFILL AT EXTERIOR TO OBTAIN STEADY SLOPE FROM INSIDE FLOOR FINISH TO (E) GRADE 20 REPLACE ROLL UP DOOR TO FIT NEW OPENING a- 0-- (D- 0-- I I I I 1 2 3 4 DEMOLITION PLAN NORTH 1 /8" = 1'-0" Planet Fitness 4 Liberty Lane West Hampton, New Hampshire 03842 Issue Sets No. I Issue Set I By lDatelAppr.1 ARCHITECT J Daniel K. Mullin, Architect, NCARB 517 S Main St. Moscow, ID 83843 P.(208) 892-8433 F. (208) 892-8533 MEP ENGINEERS r� Dave M. Saarem, P.E. 2188 Alfred Way Carson City, NV 89703 P.(775)772.9846 STRUCTURAL ENGINEERS Richard M. Welcher, P.E. Tatum Smith Welcher Engineers, Inc. 3100 S Market St, Suite 202 Rogers, AR 72758 P. (479) 621.6128 COPYRIGHT These plans are an instrument of service and are the property of DKMutlin Architects, and may not be duplicated, disclosed, or reproduced without the written consent of DKMullin Architects. Copyright and infringement will be enforced and prosecuted. Project Manager Approval Architect/Engineer of Record Location 7910 GALL BLVD ZEPHYRHILLS, FL 33541 Project/Space No. Planet Fitness Tenant Improvement Sheet Title DEMOLITION PLAN Scale: As Shown Drawn By: C.W. Chk'd By: T.G. Issue Date: Project No. 191205 Sheet D1.0 APRIL 15, 2020 Building Type Type II-B, Fully Sprinklered Occ. Group A-3 Occupant Load Load Calculation SF Factor Occupants Fitness Area 13,272 1 50 266 Storage 884 1 300 3 Locker Rooms/Showers 2,677 1 50 54 Tanning/Massage 1,553 1 Per Room/Bed 11 Total Square Feet 18,389 334 Allowable Area per FBC 507 31,836 (Type II-8, Fully Sprinklered) Required Exit Width (.20 x Total Occupants) 66.8" Provided Exit Width 136" Required Number of Exits 2 Provided Number of Exits 3 EXIT 3 DESIGN OCC. LOAD = 83 REQ'D WIDTH = 17" PROVIDED WIDTH = 34" V (D- NOTE: MINIMUM CLEARANCE BETWEEN ALL EQUIPMENT ON EXIT ACCESS ROUTES TO BE MINIMUM 44" CLEAR, TYP. a — TO EXIT 3=103'-8" TO EXIT 1=175'-1" TO EXIT 2=193'-2" NOTE: ABRUPT CHANGES IN ELEVATION OF WALKING SURFACES WITHIN THE MEANS OF EGRESS NOT TO EXCEED 1/4". CHANGES IN ELEVATION EXCEEDING 1/4" BUT LESS THAN 1/2" SHALL BE BEVELED WITH A SLOPE OF 1:2. NOTE: MEANS OF EGRESS SHALL BE MARKED IN ACCORDANCE WITH FFPC 7.10, INCLUDING TACTILE SIGNAGE WHERE REQ'D BY FFPC 7.10.1.3. WORKOUT 10� CIRCUIT TRAINING 102 TO EXIT 3=108'-8" TO EXIT 2=139'-6" TO EXIT 1=203'-11 ELECTRICAL PF 360 112E 1#103B ABS & STRETCHING 103A 11 EXIT 2 DESIGN OCC. LOAD = 83 REQ'D WIDTH = 17" PROVIDED WIDTH = 34" /1,// TRAVEL = 58'-9" ° iom;� — �t — y". � t s d R & EX EX EX 0 co EXIT 1 ► AV IT HYDROMASSAGE DESIGN OCC. LOAD = 167 i 112A 115B RECEPTION REQ'D WIDTH = 34" 116 PROVIDED WIDTH = 68" _ _ _ I NOTE: —'------— — — — — — — — — — — PER CODE, THE MAXIMUM TRAVEL O 0 0 O U I I DISTANCE TO AN EXIT IS 250'-0" NOTE: SEE A3.0 FOR DOOR SCHEDULE 2 3 118 rill MEN'S LOCKER 109 TO EXIT 2=139'-10" TO EXIT 3=156'-O" I TO EXIT 1=175'-0" EN'S BATH 108 WOMEN'S BATH 105 TO EXIT 1=132'-11" TO EXIT 2=181'-11" TO EXIT 3=198'-l" WOMEN'S LOCKER 104 #111B TANNING 111A TANNING 1C TANNING 111D TO EXIT 1=108'-4" TO EXIT 2=218'-8" TO EXIT 3=234'-10" Planet Fitness 4 Liberty Lane West Hampton, New Hampshire 03842 Issue Sets No. I Issue Set By I Date IAppr.I ARCHITECT Daniel K. Mullin, Architect, NCARB 517 S Main St. Moscow, ID 83843 P. (208) 892-8433 F. (208) 892-8533 MEP ENGINEERS :::E Dave M. Saarem, P. E. 2188 Alfred Way Carson City, NV 89703 P. (775) 772-9846 STRUCTURAL ENGINEERS Richard M. Welcher, P.E. Tatum Smith Welcher Engineers, Inc. 3100 S Market St, Suite 202 Rogers, AR 72758 P. (479) 621-6128 COPYRIGHT These plans are an instrument of service and are the property of DKMullin Architects, and may not be duplicated, disclosed, or reproduced without the written consent of DKMullin Architects. Copyright and infringement will be enforced and prosecuted. Project Manager Approval Architect/Engineer of Record a�. Location 7910 GALL BLVD ZEPHYRHILLS, FL 33541 Project/Space No. Planet Fitness Tenant Improvement Sheet Title EGRESS PLAN EGRESS PLAN 1/8" = 1'-0" Scale: As Shown Drawn By: C.W. Chk'd By: T.G. Issue Date: APRIL 15, 2020 Project No. 191205 Sheet EG 1.0 th• Iw Wall Types 1 a = EXISTING EXTERIOR WALL, PATCH & REPAIR AS REQ'D. G.C. TO FURR OUT PER 1-5/8P FURRING DETAIL TO UNDERSIDE OF DECK ABOVE. VERIFY (E) CONDITIONS IN FIELD. SEE WALL TYPE DETAILS ON SHEET A1.3 1 b = EXISTING EXTERIOR WALL, PATCH & REPAIR AS REQ'D., G.C. TO FURR OUT W/ 1-5/8' METAL FURRING AND 5/8" GYP. BD., WHERE SHOWN ON PLAN, UP TO 6"-9" ABOVE ADJACENT FINISH CEILING., VERIFY (E) CONDITIONS IN FIELD. O = COORDINATE HEIGHT WITH REFLECTED CEILING PLAN A2.0 (BUILD TO 6"-9" ABOVE HIGHEST ADJACENT FINISH CEILING), SEE WALL TYPE DETAILS ON SHEET A1.3 O = TYPICAL WALL, FULL HEIGHT TO UNDERSIDE OF DECK ABOVE, BRACE AS REQ'D, SEE WALL TYPE DETAILS ON SHEET A1.3 4a = PARTIAL HEIGHT WALL, SEE WALL TYPE DETAILS ON SHEET A1.3 4b = PARTIAL HEIGHT WALL WITH SUSPENDED WALL, SEE WALL TYPE DETAILS ON SHEET A1.3 5a =PLUMBING WALL 0 LAVATORIES, 10'-O"± (6"-9" ABOVE ADJACENT FINISH CEILING) SEE WALL TYPE DETAILS ON SHEET A1.3 5b = PLUMBING WALL BTWN. MEN'S & WOMEN'S BATHROOM, TWO ROWS METAL STUDS (FOR 24" CAVITY), SECURE TO DEMISING WALL, SEE WALL TYPE DETAILS ON SHEET A1.3 5c = PLUMBING WALL BTWN. MEN'S & WOMEN'S SHOWER AREA, TWO ROWS METAL STUDS (FOR 24" CAVITY), SECURE TO DEMISING WALL, SEE WALL TYPE DETAILS ON SHEET A1.3 5d =PLUMBING WALL 0 SHOWER WING WALLS, 10'-0"t (6P-9" ABOVE ADJACENT FINISH CEILING) SEE WALL TYPE DETAILS ON SHEET A1.3 NOTE: G.C. TO PROVIDE LEVEL 4 GYPSUM BOARD FINISH PER GA 214 Floor Plan Reference Notes O1 (E) EXTERIOR WALL NOTE: O (E) SEPARATE BUILDING EXTERIOR WALLS & PARAPETS, G.C. TO FINISH PLANET FITNESS SIDE PER ELEVATIONS G.C. IS RESPONSIBLE FOR REPLACING ANY DAMAGED FLASHING AROUND O3 NEW STOREFRONT GLAZING, G.C. TO PROTECT DURING CONSTRUCTION EXTERIOR DOORS O4 STOREFRONT GLAZING WITHIN 18" OF FINISH FLOOR OR WITHIN 24" OF DOOR SWING TO BE TEMPERED; G.C. TO VERIFY AND REPLACE AS REQUIRED O5 EXISTING STRUCTURAL COLUMN TO REMAIN, TYP OF ALL, G.C. TO PROTECT DURING CONST AND PREP FOR NEW PAINT FINISH P-1 NOTE: ALL EXPOSED ELECTRICAL CONDUIT, O6 G.C. TO ROUTE POWER TO RACEWAYS FOR TREADMILLS, TYP. CUT CONCRETE TRENCH AND RE -POUR FOR SMOOTH FLUSH FINISH, SEE ELECTRICAL PIPES AND INFRASTRUCTURE TO BE PAINTED TO MATCH WALL PAINT COLOR O7 ELECTRICAL RACEWAY BY STARLINE, PROVIDED BY TENANT, SEE ELECTRICAL AS OCCURS, TYP. O8 G.C. TO FRAME 6" DEEP x 18" WIDE DECORATIVE PILASTER, FINISH PER ELEVATIONS Og NOT USED E 0HEADER ABOVE, SEE INTERIOR ELEVATIONS 0 11 GYP. BD. EYEBROW SOFFIT ABOVE, SEE REFLECTED CEILING PLAN AND INTERIOR ELEVATIONS 12 GYP. BD. GEAR SOFFIT ABOVE, SEE REFLECTED CEILING PLAN AND INTERIOR ELEVATIONS 13 NOT USED 14 PARTIAL HEIGHT WALL TO BE WRAPPED WITH METAL WAINSCOT AND CAPPED; SEE WALL TYPE DETAILS ON A1.3 15 WALL(S) TO HAVE WAINSCOT AS SCHEDULED, SEE INTERIOR ELEVATIONS N 16 WALL -MOUNTED PF PLUNK ALARM" W/ WALL GRAPHIC BY TENANT, G.C. TO PROVIDE POWER, SEE INT. ELEV. FOR MOUNTING HEIGHT _ 17 NOT USED 18 30 MINUTE CLOCK, VERIFY EXACT LOCATION W/ TENANT, G.C. TO PROVIDE POWER 19 MISSION STATEMENT WALL GRAPHIC BY TENANT, SEE INTERIOR ELEVATIONS, VERIFY FINAL LOCATION WITH TENANT 20 TELEVISIONS MOUNTED FROM TRUSSES ABOVE ® 10' TO 11' A.F.F., TYP. 21 CONTINUOUS WALL MOUNTED MIRRORS 0 24" A.F.F., SEE INTERIOR ELEVATIONS 22 BEVERAGE COOLERS, VERIFY ROUGH OPENING HEIGHT AND WIDTH W/MANUF. PRIOR TO FRAMING OPENING D 23 TRANSFORMER, SEE ELECTRICAL 24 ELECTRICAL PANEL, SEE ELECTRICAL C14 I 25 RATED 2A-10B:C FIRE EXTINGUISHER PROVIDED AND INSTALLED BY G.C., FOR EACH 3,000 SQUARE FEET OF SPACE AND TRAVEL DISTANCE NOT N EXCEEDING 75'-0", MOUNT TO WALL W/ TOP NO GREATER THAN 5'-0" A.F.F., CLEARLY TAGGED/DATED, SEE 2014 FFPC TABLE 13.6.8.2.1.1 26 EMERGENCY LIGHTING INVERTER, SEE 'EMU' NOTATION ON PLANS & AND LIGHTING SCHEDULE ON SHEET A2.0 27 NEW FIRE ALARM CONTROL PANEL, PROVIDED BY TENANT, G.C. TO COORD. INSTALLATION WITH FIRE ALARM SUB -CONTRACTOR 28 GYP BD. COVERED WALL TO CONTINUE TO DECK ABOVE, FINISH PER ELEVATIONS 29 ALIGN NEW WALL WITH EXISTING WALL NOTE: G.C. TO VERIFY LOCATION(S) OF ALL EXISTING STRUCTURAL COLUMNS PRIOR TO CONSTRUCTION AND NOTIFY ARCHITECT OF PLAN DISCREPANCIES NOTE: ALL CONSTRUCTION TO BE FIRE RESISTANT OR OF FIRE RETARDANT MATERIALS. ALL INTERIOR FINISHES TO COMPLY WITH FLAME SPREAD REQUIREMENTS OF FBC. - C L`•— — 0 A — NOTE: G.C. TO CONFIRM RACEWAYS WITH EQUIPMENT MANUFACTURER PRIOR TO MANUFACTURING NOTE: SEE SHEETS A3.0 & A3.1 FOR DOOR, WINDOW, AND HARDWARE SCHEDULE nil FLOOR PLAN 1 39'-9 1/2" CIRCUIT TRAINING 102 1,2 22'-7 1/2" LECTRICAL PF 361 112E 7103B �' j UI III I nc U U 123'-4"t V.I.F. 60'-11 1/2" ABS & STRETCHING 1 33A TYP. 4,5 A4.2 11 NOTE: G.C. TO PROVIDE PANIC HARDWARE — ALL EXISTING EXIT DOORS PER FBC. O J NOTE: G.C. TO VERIFY EXACT WALL COVERING SQUARE FOOTAGES NEEDED IN FIELD. WASTE % TO BE DETERMINED BY G.C. AND WALL COVERING/PAINT VENDOR A4.2 3 A4.2 E EGRESS CORRIDOR 119 ---------- 00 4b TV. TYP ' TYP' 18 12 10 14 11 4b 14 10 4b 14 10 12 � III P. --- — — — 25 3 I 1 MEN'S LOCKER -------------- - ------------- 15'-0 1 /2" 10'-0" 15'-2 1 /2" 6'-1 P 10'-0" 6'-8 1 /2" 5'-5" 10'-0" 5' I 109 CLEAR CLEAR I — — — — — _ =CLEAR= _ — = rr I 2 91 DIP.II 3 6 I I 2 r 1 11 ( Q. 1 91 21 \ TYP.20 A4.1 I I I I I / II 1 20 I =__ -- 5a-- -- 1 IJ I I I II 7 MEN'S SHOWER! � I i II 107 I t 2 1 I 3'i 3 .I 1 2 1 JANITOR 110B I 5b s 5c 5d 5d n 5b II �1 i i " JANITOR 1 I I � 5d 5d 11OA II 19 2 III �l b II 5 — _ —_ WOMEN'S SHOWER 11 2--- - - - - -- z 106 A1.1 ___--------- 45 1\\� ' II �/I � II 5a 1 � 2 i () III 2 II i A4.1 ( I I A4.1 2 STORAGE i 25 3 113A II 11 ii II I �J3, 11 I I PEOPF III 1 b I —II 5 I I I7­11/ 1 I � 7 I 2 I II I II I I I I I I BLACK CARD LOBBY 10-10" 114 2 I I -------I ----- ����- 28 111E l I• I I I Nil I ' ' © i i i MEN'S BATH 108 WOMEN'S BATH 105 WOMEN'S LOCKER 104 TANNING 111B TANNING 111A TANNING 111C TANNING 111D MASSAGE A WORKOUT SPACE' i 1 A RECEPTION I V IT HYDROMASSAGE ALL DIMENSIONS ARE TO FACE OF FINISH 101 #116 112A 1158 (F.O.F.) UNLESS OTHERWISE NOTED. i I A4.o I I 49'-6" 34'-1 1/2" 39'-8 1/2" 123'-4't 2 ) ( 3 ) ( 4 Planet Fitness 4 Liberty Lane West Hampton, New Hampshire 03842 Issue Sets No. Issue Set I By I Date fAppr. ARCHITECT J Daniel K. Mullin, Architect, NCARB 517 S Main St. Moscow, ID 83843 P.(208) 892-8433 F. (208) 892-8533 MEP ENGINEERS Dave M. Saarem, P.E. CIO 2188 Alfred Way Carson City, NV 89703 P.(775)772-9846 STRUCTURAL ENGINEERS Richard M. Welcher, P.E. Tatum Smith Welcher Engineers, Inc. 3100 S Market St, Suite 202 Rogers, AR 72758 P. (479) 621-6128 COPYRIGHT These plans are an instrument of service and are the property of DKMullin Architects, and may not be duplicated, disclosed, or reproduced without the written consent of DKMullin Architects. Copyright and infringement will be enforced and prosecuted. Project Manager Approval Architect/Engineer of Record V ZO xt. Location 7910 GALL BLVD ZEPHYRHILLS, FL 33541 Project/Space No. Planet Fitness Tenant Improvement Sheet Title FLOOR PLAN NORTH 1 /8" = 1'-0" Scale: As Shown Drawn By: C.W. Chk'd By: T.G. Issue Date: APRIL 15, 2020 Project No. 191205 Sheet Al *0 w CD 0 I O c0 I Go 0 'n c c 1 6 I 0 0 I iG MEWS SHOWER/BATH ELEVATIONS (WOMEN'S S.O.H.) 1/4" = 1'-0" NOTE: G.C. TO PROVIDE & INSTALL SOLID BLOCKING ® ALL GRAB BARS & SHOWER SEAT TYP. IN = \ 0 D o a 0 0 0 0 0 0 o \ LL ELU io WORKOUT ACE RB-1 MT-1 9 A6.0 MEN'S LOCKER ELEVATIONS (WOMEN'S S.O.H.) 1/4' = 1'-0" LCD TV ON WALL, PROVIDE ADA ACCESSIBLE LOCKER TO BLOCKING, TYP. COMPLY WITH ADA REACH P-3 RANGE REQUIREMENTS, TYP. P-3 P-3 P-33 0 �- TO SHOWER = 2w WATERPROOF MEMBRANE CONTINUES 6" BEYOND DRAIN N SLOPED CONC. FLOOR ® 1.2% \\ = w 0 N o = I L0 / \ L4_ tG NJ t0 �1/ TO SHOWERS RB-1 MT-1 RB-1 MT-1 RB-1 MT-1 3 RB-1 MT-1 A6.0 MEN'S LOCKER ELEVATIONS (WOMEN'S S.O.H.)(CONT.) 1/4" = 1'-O" OPEN TO WORKOUT SPACE #101 RB-1 MT-1 MEN'S ENTRY ELEVATIONS (WOMEN'S S.O.H.) SCHLUTER-RONDEC "BRUSHED ALUMINUN 1/4" = 1'-0" io TO LOCKER ROOM VERTICAL 55" LCD TV ON WALL, G.C. TO PROVIDE SOLID BLOCKING RB-1 MT-1 MEN'S ENTRY ELEVATIONS(WOMEN'S S.O.H. CONT.)MEWS SIGNAGE )( s " 1 w 1/4" = l'-O" 1/4 = 1 -0 SCHULTER—KERDI DETAIL SCHLUTER-RONC'` "BRUSHED ALUM WALL TILE OVER 1 /2" SCHLUTER KERDI-BOAI METAL STUD WALL, TYI .0 u..r.n�T •_ mue c I c NOTE: G.C. TO PROVIDE SOLID BLOCKING IN ALL WALL MOUNTED FIX-'-_.. BRACKETS, GRAB BARS, AL BENCHES, TYP. WALL 6" SHOWER TO BE TILED, SEE INTERIOR ELEVATIONS ON A1.1 SCHLUTER KERDI BOARD & SCHLUTER STRIP CORNER, SEE 8/A1.1 6"X6" CUTOUT FOR TRENCH DRAIN STRAINER WALL TO WALL EDGING (OPT.) TILE EDGING (OPT.) AND SPACERS CAPILLARY BREAK DRAIN TROUGH PLACEMENT BRACKET 2" WASTE OUTLET NO -HUB COUPLING 2" WASTE LINE TR �ENC �H DRKIN OPENING AT SHOWER WALL Floor Plan Reference Notes OEXISTING EXTERIOR WALL AND FURROUT TO REMAIN, FINISH PER PLANS & ELEVATIONS O NEW 24" THICK PLUMBING WALL TO SLOPE TILE FLOOR TO DRAIN IN SHOWER/ OG.C. DRESSING AREAS WITH BUILT UP MORTAR BED, CUT SLAB TO ACCOMMODATE DRAINAGE O4 GYP. BD. SOFFIT ABOVE O51" HIGH METALLIC FRP WAINSCOT AT LOCKER ROOM WALLS, SEE INTERIOR ELEVATIONS OCUSTOM LOCKER ROOM BENCH BY G.C., SEE DETAIL 9/A6.0 O CUSTOM TILE SHOWER, SEE A3.0&A3.1 TYP. O8 ACCESSIBLE CUSTOM TILE SHOWER STALL, G.C. TO VERIFY SIZE WHEN FRAMING TO ENSURE CLEAR WIDTH OSHOWER CURTAIN ROD, G.C. TO PROVIDE SOLID BLOCKING 10 WALL MOUNTED VANITY COUNTER ® 2'-10" A.F.F. W/ CONVENIENC UTLETS MOUNTED ABV. COUNTER SOLID SURFACE S-1 82'-0" 8 DEEP LAVATORY COUNTER MOUNTED AT 2'-10" A.F.F., W/ SOLID SURFACE TOP S-1 VERTICAL 55" LCD TV ON & CONVENIENCE OUTLET WALL, G.C. TO PROVIDE SOLID BLOCKING 12 O 18"W X 540T WALL OR PARTITION MOUNTED MIRRORS, G.C. TO PROVIDE SOLID BLOCKING, SEE ELEVATIONS 13 WALL MOUNTED OVAL MIRROR, G.C. TO PROVIDE SOLID 14 BLOCKING AND POWER ACCESSIBLE CHANGING ROOM MIRROR; 18"W X 54"T TO BOTTOM EDGE 20" MAX ABOVE FINISH FLOOR. O 15 FULL HEIGHT & OVER/UNDER LOCKERS BY TENANT G.C. TO PROVIDE SOLID BLOCKING, TYP. 16 ACCESSIBLE LOCKER, PROVIDE QUANTITY 5% MIN. OF EACH TYPE TO BE ACCESSIBLE PER CODE. 17 ACCESSIBLE CHANGING ROOM 18 NOT USED 19 COAT HOOKS PROVIDED AND INSTALLED BY G.C., PROVIDE SOLID BLOCKING, TYP. MT-1 20 NOT USED WO MEN' S SIG NAG E 21 ACCESSIBLE WATER COOLER WITH BOTTLE FILL 7 STATION, SEE EQUIPMENT SCHEDULE 1/4" FLOOR -MOUNTED MOP SINK SEE EQUIPMENT SCHEDULE , 23 SENSOR -OPERATED HAND DRYER, G.C. TO PROVIDE HAND DRYER AND POWER, SEE EQUIPMENT SCHEDULE 24 NOT USED 25 BRACKET MOUNTED LCD TELEVISIONS FOR SPECIFIC CLUB COMMERCIAL USE, G.C. TO PROVIDE POWER, CABLE & BLOCKING IN WALL, TYP. 26 HOT WATER HEATERS, SEE PLUMBING PLAN 27 ACCESSIBLE LAVATORY, SEE A3.0 28 ACCESSIBLE WATER CLOSET, SEE A3.0 29 ACCESSIBLE URINAL, SEE A3.0 30 HEADER ABOVE, SEE INTERIOR ELEVATIONS. 31 WASHER -DRYER (21N1), SEE A3.0 32 RATED 2A:10B:C FIRE EXTINGUISHER PROVIDED AND INSTALLED BY G.C., MOUNT TO WALL W/ TOP ® 3'-5" TO 5'-0" A.F.F., CLEARLY TAGGED/DATED, SEE 2014 FFPC TABLE 13.6.8.2.1.1 33 G.C. TO ADD 3 ROWS OF FIXED 12" PHENOLIC OR LAMINATE SHELVING AT STORAGE ROOMS 34 FLOOR SINK, SEE PLUMBING PLAN NOTE: In r, Tn PRn\AnF AP IAIcTAI 1 NORTH 39'-8 1 /2" ENLARGED LOCKER/SHOWER AREA(S) PLAN 1/4" = 1'-011 Elevation Reference Notes O U/C MOUNTED LAVATORY 13 18" VERTICAL GRAB BAR O HANDICAP ACCESSIBLE WATER CLOSET 14 NOT USED O3 WALL MOUNTED MIRRORS, SEE ELEVATIONS FOR SIZE. VANITY MIRRORS TO HAVE POLISHED EDGES 15 SHOWER CURTAIN ROD, TYP. AND BE 1 CONTINUOUS SHEET OF GLASS IF POSSIBLE, CENTER SEAM IF SEAM IS NECESSARY 16 OVAL MIRROR, G.C. TO PROVIDE SOLID BLOCKING AND INSTALL O 36" GRAB BAR 17 NOT USED O 42" GRAB BAR OMETAL TOILET/URINAL PARTITIONS TO BE BLACK, 18 HANDICAP ACCESSIBLE LAVATORY SOLID PHENOLIC, G.C. TO PROVIDE AND INSTALL 19 NOT USED SOLID BLOCKING IN WALL, TYP. O TOILET PAPER DISPENSER 20 G.C. TO PROVIDE AND INSTALL SCHLUTER TRIM OO INSULATE EXPOSED HOT AND COLD WATER SPECIFIED IN DETAIL 7&8 ON A1.1 ® ALL OUTSIDE CORNERS & TILE JOINTS, SCHLUTER TO BE 1 CONT. PIPING AND WASTE PIPING PIECE, NO SEGMENTS. MATCH TILE THICKNESS TYP. O NOT USED 21 SCHLUTER 12"X12" SHOWER SHELF INSERT FOR TILE, 10 SHOWER GRAB BAR CENTER ON BACK WALL OF SHOWER AND CENTER TO ALIGN WITH WALL TILE PATTERN SHELF 11 ELECTRIC HAND DRYER 22 FRAMING TO BE OFFSET SO FACE OF TILE IS FLUSH COAT HOOKS, G.C. TO INSTALL/PROVIDE SOLID WITH OF DRYWALL ABOVE AT END OF WING O12 BLOCKING WALLS, Planet Fitness 4 Liberty Lane West Hampton, New Hampshire 03842 Issue Sets No. Issue Set By Date Appr. ARCHITECT Daniel K. Mullin, Architect, NCARB 517 S Main St. Moscow, ID 83843 P. (208) 892.8433 F. (208) 892.8533 MEP ENGINEERS ::E Dave M. Saarem, P. E. 2188 Alfred Way Carson City, NV 89703 P. (775) 772.9846 STRUCTURAL ENGINEERS Richard M. Welcher, P.E. Tatum Smith Welcher Engineers, Inc. ~ 3100 S Market St, Suite 202 Rogers, AR 72758 P. (479) 621.6128 UJ a COPYRIGHT These plans are an instrument of service and are the property of DKMullin Architects, and may not be duplicated, disclosed, or reproduced without the written consent of DKMullin Architects. Copyright and infringement will be enforced and prosecuted. Project Manager Approval Architect/Engineer of Record Location 7910 GALL BLVD ZEPHYRHILLS, FL 33541 Project/Space No. Planet Fitness Tenant Improvement Sheet Title ENLARGED LOCKER/SHOWER AREA/ ELEVATIONS Scale: As Shown Project No. Drawn By: C.W. 191205 Chk'd By: T.G. Sheet Issue Date: APRIL 15, 2020 A1*1 6" = 1'-0" LED ROPE LIGHTING, G.C. WALL -MOUNTED LCD SUSPENDED DR P SOFFIT TO PROVIDE FABRICATOR TV, VERIFY MOUNTING 12 SHOP DRAWING HEIGHT W/ TENANT A6.1 we-o7 we-o7 Y \ p m �• -- \ z � o w U V � a R Q / ao LV n c I 0 F 0 1 0 R � I � � 3 i R . \� T T J I . TO AV/IT PF LASER CUT WALL TO WORKOUT SPACE #112A SCONCE LIGHT FIXTURE,RB-1101 SEE A2.0; G.C. TO PROVIDE POWER, VERIFY MOUNTING HEIGHT W/ TENANT, TYP. INTERIOR ELEVATIONS @ BLACK CARD LOBBY #117 1/4" = 1'-0" LED WINDOW, G.C. TO PROVIDE POWER, SEE ELECTRICAL TYP. TYP. P-1 P-5 4'-0" WC-07 • CD a a 0 c i 1) / \ i% y \ RB-1-1 INDICATOR LOCK, TYP. AT ALL TO TANNING TO TANNING TANNING ROOMS, SEE DOOR #111A #1118 HARDWARE SCHEDULE A3.0 Qw N WC-07 WC-07 =3 w OPEN U • a �- � I 0 m R � TO BLACK CARD LOBBY RB-1 MT-1 #114 INTERIOR ELEVATIONS @ HYDROMASSAGE #115B 1 /4" = 1'-0" w WC-07 PEN T0—/ BEYOND U Q C U p L m I\ (\ 0 I 0 PF LASER CUT WALL SCONCE LIGHT FIXTURE, SEE A2.0; G.C. TO PROVIDE POWER, VERIFY MOUNTING HEIGHT W/ TENANT, TYP. WC-07 z R 13 CO it R TO BLACK CARD LOBBY WAL_-MOUNTED LCD MT-1#117 RB-1 -141) TV, VERIFY MOUNTING HEIGHT W/ TENANT INTERIOR ELEVATIONS @ MASSAGE # 115A 1 /4" = 1'-0' C (V P-2 P-1 TYP. \ P-5 0 I co 0 FRP-1 R RB-1 TO BLACK CARD RB-1 LOBBY 1117 INTERIOR ELEVATIONS ® TANNING, TYP. 1/4" = 1'-0" 3'-O" XED BEAM (2) 3-5/8" 16 GA. METAL STUDS s-1 3/4" SOLID SURFACE GRANITE TOP 1/2" FIRE TREATED PLYWOOD SHEATHING HINTED P_8 3/4" FIRE TREATED GYP. BD. PLYWOOD SECTION DETAIL @ PE@PF 1/4" = 1'-0" A6.1 'SUSPENDED DROP SOFFIT ® PEN T0—/ BEYOND O � O 11 R R TO TANNING TO TANNING TO MASSAGE #111C #111D RB-1 MT-1 #115A RB-1 MT-1 LED ROPE LIGHTING, G.C. TO PROVIDE FABRICATOR SHOP DRAWING r i WC-07 WC-07 S-1 S-1 S-1 r-————— — — — — -� L �0' I R — — — MT-2 RB-1 HYDROMASSAGE LOUNGE, TYP. RB-1 CORNER BENCH, SEE DETAIL 10/A6.1, TYP. 13 I I i I R "P, till III I I III I I +1 I d �-- 3-5/8" x 20go. METAL TRACK SECURELY FASTENED TO FLOOR SLAB W/ HIL11 0.157" X-U PINS W/ 1-1/4- EMBEDMENT 0 16" O.C. STAGGERED, (ICC-ESR-2269) SECTION DETAIL @ PEQPF 1/4" = 1'-0" NOTE: G.C. TO VERIFY EXACT TANNING BED WIRING REQUIREMENTS W/ TENANT AND MANUFACTURER PRIOR TO WIRING UNITS, TYP. NOTE: VERIFY WALL COLORS W/ OWNER PRIOR TO PAINTING NOTE: G.C. TO VERIFY EXACT WALL COVERING SQUARE FOOTAGES NEEDED IN FIELD. WASTE % TO BE DETERMINED BY G.C. AND TILE VENDOR MTL STUD WALL, SEE G.C. TO PROVIDE SOLID BLOCKING, M. vz��■l WOMEN r------------7 I I R HYDROMASSAGE MT-2 RB-1 LOUNGE, TYP. NOTE: WALL COVERING TO BE APPLIED SO THAT GEAR PATTERNS LINE UP AROUND CORNERS & BETWEEN TRANSITIONS. NOTE: RUBBER BASE TO BE PURCHASED IN ROLLS AND APPLIED WITHOUT BREAKS ALONG EACH WALL AA' A"1 Floor Plan Reference Notes EXISTING EXTERIOR WALL, G.C. TO FUR OUT PER A1.0 & TO FINISH PER ELEVATIONS O O2 HEADER ABOVE, SEE INTERIOR ELEVATIONS O3 GYP. BD. EYEBROW SOFFIT ABOVE, SEE REFLECTED CEILING PLAN AND INTERIOR ELEVATIONS O4 WALLS TO HAVE WAINSCOT AS SCHEDULED, SEE INTERIOR ELEVATIONS OINTERIOR WALLS TO BE COVERED 8'-0" A.F.F. WITH FRP-1, SEE FINISH SCHEDULE & INTERIOR ELEVATIONS �6 WALL -MOUNTED TELEVISION PER ELEVATIONS, G.C. TO PROVIDE POWER AND SOLID BLOCKING O7 NOT USED O8 FURNITURE & TRASH BINS BY TENANT, TYP. O FRONT DESK, SEE 1 /A6.0 10 NOT USED ONOT USED 12 BEVERAGE COOLERS, VERIFY ROUGH OPENING HEIGHT AND WIDTH W/ MANUFACTURER PRIOR TO FRAMING OPENING @WALL MOUNTED VERTICAL DISPLAY, G.C. TO PROVIDE FOR GANG POWER, W/ 2 LINES OF CAT. 5 WIRE, VERIFY LOCATION W/ TENANT 14 DESKTOP COMPUTER W/ INTEGRATED CREDIT CARD MACHINE, PROVIDE FOR GANG POWER, W/ 2 LINES OF CAT. 5 WIRE, VERIFY LOCATION W/ TENANT 15 3 PHONES, VERIFY LOCATION AND NUMBER OF PHONE LINES W/ TENANT 16 PRINTER UNDER COUNTER, G.C. TO PROVIDE POWER O17 NEW FIRE ALARM CONTROL PANEL, PROVIDED BY TENANT, G.C. TO COORD. INSTALLATION WITH FIRE ALARM SUB -CONTRACTOR 18 CABLE TV PANEL, G.C. TO PROVIDE ALL ELECTRICAL REQUIREMENTS 19 SOUND SYSTEM BY TENANT, G.C. TO PROVIDE ALL ELECTRICAL REQUIREMENTS, VERIFY LOCATION Zp SUSPENDED SOFFIT ABOVE, SEE A2.0 21 MIRRORS AND COAT HOOKS TO BE LOCATED ON BACK OF DOOR IN TANNING ROOMS, TYP. 22 NOT USED 23 G.C. TO ADD 3 ROWS OF FIXED 12" PHENOLIC OR LAMINATE SHELVING AT STORAGE ROOMS II T T II 7 II 1 L_J L_J I I Ap �z TYP. M" PE®PF Al2 1 1 I I r—� r—� I TANNING o> 117 I 1 — — — — 111C 3 I I 6 A1.2 / \ TYP R TYP. L7a �a TYP.CD / - pa as N II 21 9 ' N I 1'-0" A6.1 BLACK CARD L BBY 114 1 I I �F_--=---=--- --�� TANNING i 1 i � 4P HCD 111D in `i 2 -11" 10'-4 1/2" 1 1 17'-6" — — — TYP. III I I 1 H R _ �OO , D g 0 TYP. I 1 TYP.R g 8 I TYP. / I 'a O, i 15 11 I 1 1 I I % MASSAGE 115A � I I 1 TANNING1E— Pill LU I 13 I \ I �--——� Lo I �a a 9 O Fa a N I O I Off\ D --- —711 — I \ 5)_ I 3,_0" 4 TYP. 1 p'-0" 2 TYP.�R ,-6" 9'-6" \ _ I I CLEAR \ L_CD i 1 I ^� II it \ 12 1 1 19 17 18 Uc, El TYP. 20 x El x 00 TL 1 — — �_ J A ALL DIMENSIONS ARE TO FACE OF FINISH (F.O.F.) UNLESS OTHERWISE NOTED. N�tTN ENLARGED BLACK CARD FLOOR PLAN 1 /4" = 1'-0" Niss f•e. Planet Fitness 4 Liberty Lane West Hampton, New Hampshire 03842 Issue Sets No. Issue Set I By I Date Appr. ARCHITECT Daniel K. Mullin, Architect, NCARB 517 S Main St. Moscow, ID 83843 P.(208) 892.8433 F. (208) 892-8533 MEP ENGINEERS r Dave M. Saarem, P. E. 2188 Alfred Way Carson City, NV 89703 P. (775) 772-9846 STRUCTURAL ENGINEERS Richard M. Welcher, P.E. Tatum Smith Welcher Engineers, Inc. 3100 S Market St, Suite 202 Rogers, AR 72758 P. (479) 621-6128 CL COPYRIGHT These plans are an instrument of service and are the property of DKMullin Architects, and may not be duplicated, disclosed, or reproduced without the written consent of DKMullin Architects. Copyright and infringement will be enforced and prosecuted. Project Manager Approval Architect/Engineer of Record 1' Location _ DIMENSIONS ARE TO FACE OF FINISH 7910 GALL BLVD D.F.) UNLESS OTHERWISE NOTED. ZEPHYRHILLS, FL 33541 Project/Space No. Planet Fitness Tenant Improvement Sheet Title ENLARGED BLACK CARD SPA PLAN Et ELEVATIONS Scale: As Shown Project No. Drawn By: C.W. 191205 Chk'd By: T.G. Sheet Issue Date: APRIL 15 2020 Al. (E) CONCRETE OR CMU WALL (2) 0.157" DIA. HILTI X-U POWDER ACTUATED FASTENERS OR 3/16" DIA. X 1 3/4" HILTI KWIK CON II+ TORX HEX HEAD (MIN. EMBED=1') "L" CUP FROM METAL STUD (3) #8 SCREWS PLAN: 1 112" = l'-0" UNDERSIDE OF (E) ROOF DECK, 1-5/8" X 20 GA. METAL TRACK TO 6-9" ABV. ADJACENT FINISHED CEILING PER PLANS q (E) CONCRETE OR CMU WALL 5/8" GYP. BD., READY FOR PAINT FINISH "L" CUP MADE FROM 20 GA. METAL STUD ATTACHED TO UNGROUTED CMU OR CONC. MAX 96" O.C. EA. ATTACHED AT STUD BREAK. (2) HILTI POWDER ACTUATED FASTENERS OR MASONRY SCREWS, #10 SCREWS, TYP. FROM "L" CUP INTO STUD VAPOR BARRIER AT EXT. WALLS UP TO DECK, SEE A1.0 1-5/8" X 20 GA. METAL STUDS TYP. 1-5/8" X 20 GA. METAL TRACK SECURELY FASTENED TO (E) FLOOR SLAB W/ HILTI 0.157" X-U PINS W/ 1-1/4" EMBED. 16" O.C. STAGGERED, (ICC-ESR-2269) BASE PER FINISH SCHEDULE SECTION 1a WALL TYPE DETAILS 6 J 3/4" = 1'-0" FRAMING AND GYP TO EXTEND A1.3 --_ TO DECK ON ONE SIDE FOR t PRIVACY ` -- BRACE WING WALL TO FRONT WALL OF SHOWERS 3 5/8" X 20 GA METAL STUD 17 24" SECURE TRACK -< ® AND L ANGLE I TO SHOWER WING WALLS • I AT EA. END I I \ 8 FINISHED VARIES, SEE RCP AND - INTERIOR ELEVATIONS, S.O.H. I 3 5/8" X 20 GA METAL STUD 0 - 24" O.C. MAX., ENSURE CENTER OF SHOWER IS CLEAR FOR LIGHTING SHOWER SH 3 5/8" STAGGERED METAL STUD, I 20 GA. ® 24" O.C., 6" ON SIDE THAT EXTENDS TO DECK Q HORIZONTAL BRIDGING AT 96" O.C. MAX AS REQUIRED PER STUD MANUFACTURER SCHLUTER KERDI SHOWER SYSTEM W/ 1/2" KERDI BOARD, FINISH PER SCHEDULE I 3 5/8"x20 GA. METAL TRACK SECURELY FASTENED TO FLOOR SLAB W/ HILTI 0.157" X-L! PINS W/ 1-1/4' I EMBEDMENT ® 16 O.C. i STAGGERED, (ICC-ESR-2269) 5c WALL TYPE DETAILS (CONTID) 3/4" = l'-O" (E) CONCRETE OR CMU WALL (2) 0.157" DIA. HILTI X-U POWDER ACTUATED FASTENERS OR 3/16" DIA. X 1 3/4" YZ HILTI KWIK CON II+ TORX HEX HEAD (MIN. I EMBED=1") "L" CUP FROM METAL STUD (3) #8 SCREWS PLAN. 1-1 2" - l'-O" 1-5/8" X 20 GA. METAL TRACK SECURE EITHER WITH CLIP AT EA. STUD OR WITH AN L ANGLE ABOVE FROM TRACK TO WALL 4 CEILING FINISH VARIES, SEE RCP AND INTERIOR ELEVATIONS (E) CONCRETE OR CMU WALL 5/8" GYP. BD., READY FOR PAINT FINISH "L" CUP MADE FROM 20 GA. METAL STUD ATTACHED TO UNGROUTED CMU OR CONC. MAX 96" O.C. EA. ATTACHED AT STUD BREAK. (2) HILTI POWDER ACTUATED FASTENERS OR MASONRY SCREWS, #10 SCREWS, TYP. FROM "L" CUP INTO STUD VAPOR BARRIER AT EXT. WALLS UP TO DECK, SEE A1.0 1-5/8" X 20 GA. METAL STUDS TYP. 1-5/8" X 20 GA. METAL TRACK SECURELY FASTENED TO (E) FLOOR SLAB W/ HILTI 0.157" X-U PINS W/ 1-1/4" EMBED. 0 16" O.C. STAGGERED, (ICC-ESR-2269) BASE PER FINISH SCHEDULE SECTION 1b i i t -FINISHED CEILING, SEE RCP 0 AND INTERIOR ELEVATIONS PLUMBING PIPE, SEE PLUMBING SCHEDULE, WHERE OCCURS SHOWER SHOWER 3-5/8" METAL STUD, 20 GA. I 24" O.C. I I I I I HORIZONTAL BRIDGING AT 96" O.C. MAX AS REQUIRED PER I I STUD MANUFACTURER, SPLICE AROUND PIPES AS REQ'D F- SCHLUTER KERDI SHOWER SYSTEM W/ 1/2" KERDI BOARD, FINISH I I PER SCHEDULE 3-5/8"x20 GA. METAL TRACK I I SECURELY FASTENED TO FLOOR SLAB W/ HILTI 0.157" X-U PINS W/ 1-1/4' EMBEDMENT* 16" O.C. STAGGERED, (ICC-ESR-2269) SHOWER WING WALL 5d INTERIOR PARTITION CLEAR SPAN LIMITS STEEL STUD PRODUCT ID STEEL STUD DEPTH GAUGE OF STUD / THICKNESS (MILL) SPACING MAXIMUM HEIGHT 362S162-18 3 - 5/8" 25 / 18 2' - 0" O.C. 1l' - 8" 400S162-18 4" 25 / 18 2' - 0" O.C. 12' - 7" 362S162-33 3 5/8" 20 / 33 2' - On O.C. 15' - 6" 40OS162-33 4" 20 / 33 2' - 0" O.C. 16' - 8" 60OS162-33 6" 20 / 33 2' - 0" O.C. 23' - 0" 362S162-43 3 5/8" 18 / 43 2' - 0" O.C. 17' - 0" 40OS162-43 4" 18 / 43 2' - 0" O.C. 18' - 3" 60OS162-43 6" 18 / 43 2' - 0" O.C. 25' - 2" 80OS162-43 8" 18 / 43 2' - 0" O.C. 31' - 9" 362S162-54 3 - 5/8" 16 / 54 2' - 0" O.C. 18' - 2" 40OS162-54 4" 16 / 54 2' - 0" O.C. 19' - 7" 60OS162-54 6" 16 / 54 2' - 0" O.C. 27' - 0" 80OS162-54 8" 16 / 54 2' - 0" O.C. 34' - 1" 362S162-68 3 - 5/8" 14 / 68 2' - 0" O.C. 19' - 4" 40OS162-68 4" 14 / 68 2' - 0" O.C. 21' - 0" 60OS162-68 6" 14 / 68 2' - 0" O.C. 29' - 0" 80OS162-68 8" 14 / 68 2' - 0" O.C. 36' - 7" 1. CLEAR SPAN HEIGHTS ARE FROM "INTERIOR WALL LIMITING HEIGHTS NON -COMPOSITE" TABLES IN THE STEEL STUD MANUFACTURERS ASSOCIATION (SSMA) PRODUCT TECHNICAL GUIDE 2012 AND ARE PROVIDED AS A GENERAL GUIDELINE. VERIFY MAXIMUM ALLOWABLE CLEAR SPAN HEIGHT WITH METAL STUD MANUFACTURE. 2. STUD GAUGE AND O.C. SPACING SHALL BE SELECTED ACCORDING TO CLEAR SPAN HEIGHT SCHEDULE U.N.O. 3. HORIZONTAL BRIDGING IS NOT REQUIRED WHEN GYPSUM WALLBOARD IS INSTALLED FULL HEIGHT ON BOTH SIDES OF PARTITION, BUT HORIZONTAL BRIDGING IS STILL REQUIRED ® 1' - 0" BELOW DEFLECTION TRACK IF SUP CUPS AT DEFLECTION TRACK ARE NOT PROVIDED. INTERIOR PARTITION CLEAR SPAN LIMITS TABLE { 0oo3 5/8" X 20 GA METAL STUD LATERAL BRACING 0 4'-0" O.C. EACH SIDE STAGGERED ATTACH TO ROOF STRUCTURE W/12 GA METAL CUP ANGLES FINISHED CEILING VARIES, SEE 0 RCP AND INTERIOR ELEVATIONS 3 5/8" METAL STUD, 20 GA. 24" O.C. HORIZONTAL BRIDGING AT 96" O.C. MAX AS REQUIRED PER STUD MANUFACTURER 5/8" GYP. BD. EA. SIDE, FINISH PER SCHEDULE 3-5/8"x20 GA. METAL TRACK SECURELY FASTENED TO FLOOR SLAB W/ HILTI 0.157" X-U PINS W/ 1-1/4" EMBEDMENT ® 16" O.C. STAGGERED, (ICC-ESR-2269) BASE FOR FIN. AS SCHEDULED 5 NOTE: FOR ALTERNATE APPROVED FRAMING 8 UNDERSIDE OF DECK OPTIONS SEE INTERIOR PARTITION CLEAR SPAN LIMITS TABLE ON SHEET A1.3. CONTINUOUS METAL TRACK, ATTACHED TO ROOF STRUCTURE, DO NOT PENETRATE DECK 67X20GA. METAL STUDS, SPACED PER INT. PARTITION CLEAR SPAN LIMITS TABLE ON SHEET A1.3 0 5/8* GYP. BOARD ON BOTH NOTE: / G.C. TO VERIFY WAINSCOT SUPPLIER PRIOR SIDES, SEE FINISH SCHEDULE TO FRAMING PARTIAL HEIGHT WALLS AND A1.2 FOR PAINT AND FINISHES ADJUST DIMENSION AS NEEDED TO ACCOMMODATE WAINSCOT DIMENSION NOTE: SLIP TRACK REQ'D AT ALL 1-1 /2" GRANITE FULL HEIGHT INTERIOR CAP S-1 WALLS ONLY, SEE 6/A1.3 HORIZONTAL BRIDGING AT 96" I I 3/4" PLY BACKING O.C. MAX AS REQUIRED PER STUD MANUFACTURER SCREW STUDS/TOP I HSS 3X30/16 W/CAP 3-5/8"x20 GA. METAL TRACK SECURELY FASTENED TO FLOOR SLAB W/ HILTI 0.157" X-U PINS W/ 1-1/4" EMBEDMENT ® 16" O.C. STAGGERED, (ICC-ESR-2269) BASE PER FINISH SCHEDULE x LO TRACK TO HSS W/ II . PLATE 0 8 -0" MAX #12 SCREWS I I ; SPACING. INCLUDE 1 AT EA. 3 1/2- WALL END WHERE NOT II II a ATTACHED TO ANOTHER WALL. E EC 3 5/8"x2Oga. METAL Or STUDS AT 16" O.C. U.O.N. ADDITIONALLY, PROVIDE 3 16 O _ STUD EACH SIDE OF HSS, i� 5/8" GYP. BD. I �'• • EACH SIDE, FINISH • I I 3 5/8"x20go. METAL TRACK PER SCHEDULE & II SECURELY FASTENED TO (E) W ELEVATIONS • 1 1 , FLOOR SLAB W/ HILTI 0.157" X-U I PINS W/ 1-1/4' EMBEDMENT 0 I I s 16" O.C. STAGGERED, RUBBER BASE ICC-ESR-2269) PL 1 /4X3-1 /2"X9" W/ (2) 1/2' HILTI KWIK BOLT ANCHORS W/ 3" EMBED IV) z 0 !+ m a W SUSPENDED WALL, SEE 6,7/A6.1 II II HALF HEIGHT WALL, SEE 1(4a)/A1.3 .II II a 0 FG.C. TO BRACE BACK KICKER TO WALL W/ 3 5/8 " METAL STUD, 20 GA. ® 48" O.C. IL �[ o ! a II FINISHED CEILING VARIES, SEE RCP AND INTERIOR ELEVATIONS 3-5/8" METAL STUD, 20 GA. 0 11 I 24" O.C. PLUMBING VENT, SEE PLUMBING SCHEDULE, WHERE OCCURS HORIZONTAL BRIDGING AT 96" O.C. MAX AS REQUIRED PER ' STUD MANUFACTURER, SPLICE AROUND PIPES AS REQ'D II: II LAVATORY 5/8" WATER RESISTANT GYP. BD. EA. SIDE, FINISH PER SCHEDULE 3-5/8"x20 GA. METAL TRACK SECURELY FASTENED TO FLOOR SLAB W/ HILTI 0.157" X-U PINS W/ 1-1/4" EMBEDMENT ® 16" O.C. STAGGERED, (ICC-ESR-2269) FRAMING AND GYP TO EXTEND TO DECK ON ONE SIDE FOR PRIVACY 24" 3 5/8" X 20 GA METAL STUD BRACING ® 4'-0" O.C. rIF NISHED CEILING VARIES, SEE ` \ CP AND INTERIOR ELEVATIONS .O.H. I, BATHROOM HROOM I: 3 5/8" STAGGERED METAL STUD, 20 GA. ® 24" O.C., 6" ON SIDE THAT EXTENDS TO DECK I ® I HORIZONTAL BRIDGING AT 96" O.C. MAX AS REQUIRED PER �i STUD MANUFACTURER 5/8" WATER RESISTANT GYP. BD. EA. SIDE, FINISH PER SCHEDULE I . ' 3 5/8"x20 GA. METAL TRACK I SECURELY FASTENED TO FLOOR SLAB W/ HILTI 0.157" X-U PINS W/ 1-1/4- EMBEDMENT 0 16 O.C. `i STAGGERED, (ICC-ESR-2269) O2 O3 4a> < 4b 5a 5b METAL STUD ATTACHMENT SCHEDULE 1. ALL 6" TO 6" METAL STUDS USE (5) TYPE "B" SCREWS. 2. ALL 6" TO 3-5/8" METAL STUDS USE (4) TYPE "B" SCREWS. 3. ALL 3-5/8" TO 3-5/8" METAL STUDES USE (4) TYPE "B" SCREWS 4. SEE SCHEDULE FOR SIZES NM. SEE DEFLECTION TRACK DETAILS FOR CONFIGURATION OF DEEP LEG AND FIRE RATED DEFLECTION TRACKS FRAMING HEADER TABLE KING STUDS MAX. SPAN HEADER SIZE 1/ TO MATCH WALL 4' - 0" 362S 162-33 INT. H SIZE OF WALL 362S 162-43 DEMISING AND 33 MILS 362S 162-33 INT. H SIZE OF WALL 1 / PARTITION WALL AND 33 MILS 12/ DEMISING WALL 6' - 0" 600S 162-43 DEMISING IZE OF WALL AND 33 MILS 12 8' - 0" 600S 162-33 INT- OF WALL 600S 162-43 DEMTSIN AND 33 MILS 3 12' - 0' 800S 162-33 INT. SIZE OF WALL 600S 162-54 (50 KSI) AND 43 MILS DEMISING 80OX 162-54 INT. SIZE OF WALL IE 3 16' - 0" 800S 162-68 (50 KSQ AND 54 MILS DEMISING TYPICAL PARTITION FRAMING DETAILS 3/4" = l'-O" METAL SCREW SCHEDULE SCREW TYPE "A" = 12-24 X 1 1/4" HWH TEK S/5 SCREW TYPE "B" = 10-16 X 3/4" HWH TEK S/5 SCREW TYPE "C" = 12-24 X 3/4" HWH TEK S/5 ALL SCREWS BY BUILDING FASTENERS INC. OR EQUAL CRIPPLE STUD (3) #10 SCREWS INFILL STUD 16ga HEADER TRACK f 16ga ANGLE WITH (3) #10 SCREWS EA LEG JAMB, MATCH WALL STUDS HSS COLUMN NOT SHOWN FOR CLARITY ADDITIONAL ANCHORAGE IS INSTALL MINERAL ROCK WOOL INSULATION IN BETWEEN I I DECKING HIGH RIBS AS REQUIRED FOR WALLS INSTALL INTERMEDIATE FRAMING (4) 2" X 2" X 16 GA. BRAKE SHAPE ANGLES ® 6" FROM TOP CHORD TO BOTTOM I I WALL OR 3" X 2" X 16 GA. ® 8" WALL. SCREW TO CHORD 0 2'-0" O.C. ® I I JOIST OR GIRDER W/ #10 SELF TAPPING SCREWS JOISTS OR GIRDERS DEEPER 2'-0" O.C. USE ANGLES JOISTS AND GIRDERS LESS THAN 24" THAN 24" DEEP �N i i 6" OR 8", AS OCCURS CONT. X 16 GA. BRAKE METAL SUP CONNECTION. SCREW OR WELD TO ROOF / \ STRUCTURE I / GYP. BD. EACH SIDE, VERIFY FIRE RATING WITH A1.0, G.C. TO FINISH PER SCHEDULE �GAUGE-/ SEE INTERIOR PARTITION CLEAR SPAN LIMIT TABLE FOR CHANNEL A SIZE INSTALL MINERAL ROCK WOOL INSULATION IN BETWEEN DECKING HIGH RIBS AS REQUIRED FOR WALLS 4" X 6" CONTINUOUS BRAKE METAL SUP CONNECTION EACH SIDE. ATTACH TO DECK W/ (2) #10 SELF TAPPING SCREWS ® EVERY OTHER BOTTOM TROUGH OF ROOF DECK (12" O.C. t} (1) 4" X 6" X 4" 16 GA. BRAKE METAL SUP CONNECTION EACH SIDE ON JOIST. ATTACH W/ (2) / 4" \ \ / #10 SELF TAPPING SCREWS ® BOTTOM CHORD /w. \ I � / 5/8" GYP. BD. EACH SIDE, FINISH PER SCHEDULE \ \1 16 GAUGE L/14ETAL SEE INTERIOR PARTITION CLEAR SPAN LIMIT TABLE FOR - SIZE FIRE STOP CONNECTION DETAILS N.T.S. 5 3/4" = l'-0" ,lyyil�:�l:l:L�ittil!:1�1B PLACE TYPE "B' SCREWS "C" RUNNER SOLID BRIDGING AT EACH ® 16" O.C., TYP. WHERE WALL EXTENDS END OF WALL, ADJACENT TO WALL ABOVE HEADER, THIS OPENINGS, AND 8'-0" O.C. MAX \ TRACK TO FACE UP TO TYPICAL EA BRACING LINE RECEIVE CRIPPLE STUDS (2) STUDS W/ TRACK TOP AND BOTTOM ALL UNPUNCHED METAL STUD AND CONTINUOUS TYPICAL BOX BEAM/HEADER DETAIL TYPICAL STUD LATERAL BRACING DETAIL PROVIDE 1" MIN. VERTICAL GAP BETWEEN •• TOP OF STUD AND DEFLECTION TRACK SEE DETAIL 5/A6.2 DEEP LEG RUNNER TRACK METAL STUD ' 1 1/2" X 1 1/2" X 16 GA. CUP ANGLE, FASTENED TO STUD AND U CHANNEL WITH (2) # 10-16 SCREWS PER CONSTRUCTION TYPE ANGLE LENGTH SHALL NOT BE MORE "C" RUNNE THAN 1/2" LESS THAN STUD DEPTH 1 1/2" WHERE BRACING TERMINATES 0 BUILT-UP JAMB OR POST, EXTEND CHANNEL INTO PUNCH OUT. USE (1) 1/2" X 1 1/2" X 16 GA. CUP ANGLE 1 1/4" LESS THAN STUD WITH. ATTACH USING (4) #10-16 SCREWS 1 1/2" X 1 1/2" X 16 GA. CUP ANGLE, FASTENED TO STUD AND U CHANNEL WITH (2) #10-16 SCREWS PER CONSTRUCTION TYPE ANGLE LENGTH SHALL NOT BE MORE THAN 1/2" LESS THAN STUD DEPTH. TYPICAL LATERAL BRACING SPLICE USE: (1) 12" LONG CRC INVERTED OVER CENTER OF SPLICE W/ (3) #10-16 SCREWS ON EACH SIDE OF SPLICE M a ` TYPE "B SCREWS 0 6" O.C. ALTERNATE STUD LATERAL BRACING DETAIL ALTERNATE STUD/TRACK ATTACHMENT EXCEPT AT DEFLECTION TRACK LOCATIONS FASTEN METAL TRACK TO CONCRETE W/ .157" HILTI X-U POWDER DRIVEN FASTENERS W/ 1-1/4' EMBEDMENT METAL STUD (ICC ESR-2269) ® 16" O.C. STAGGERED CONTINUOUS ri RUNNER TOP AND BOTTOM OF WALL X 16 GA. COLD ROLLED CHANNEL TO BE `SPLICE METAL STUD PLACED WITHIN 12" OF SUP TRACK SECTION TYPE "B" SCREWS 6" O.C. TYPICAL PARTITION ATTACHMENT TO ROOF DETAIL TYPICAL TO ROOF D��L TYPICAL TRACK SPLICE DETAIL VERIFY SCREW TYPE AND SPACING WITH MANUF. SPECIFICATI( T N - 20 GA. METAL STUD ® 16" O.C. ISOMETRIC VIEW T T = SECTION VIEW 1" 1/4" T TYP N O O O 0 O 0 O SIDE VIEW 1 SLIP TRACK DETAIL 3" = 1'-O" 2X4 BLOCKING 0 24" O.C. W/ A34 CUP EACH END (2) #12 X 2" SCREWS #HEAD FRAMING S( SCREWS(TYP.) SUP TRACK AT FULL HEIGHT WALLS 20 GA. METAL STUD ® 16" O.C. NOTE: MAX SPACING BETWEEN GYP. BD. CONTROL JOINTS ON A WALL PLANE SHALL BE 30 FT. VERTICAL CONTROL JOINT 1 CAULK JT. AFTER ADJ. GYP. BD. FINISHING, BEFORE PAINTING INTERIOR PARTITION (1) LAYER 5/8" GYP. BD. EACH SIDE ON METAL STUDS 0 16" O.C. ;1 GYPSUM BOARD CONTROL JOINT 3" = 1'-0" 1 1/2" X 16 GA. METAL STRAP AT 4'-0" O.C. HORIZONTAL FOR LOAD BEARING WALLS METAL STUD ATTACH "C" RUNNER TO WALL STUD W/ (1) TYPE "B" SCREW EACH SIDE TYPICAL TYPICAL STUD nMK ATTACHMENT. EXCEPT ATATTACHM�. EXCE�AT DEFLECTION TRACK LOCATIONS I CONTINUOUS "C" RUNNER KERF 2X TO 2X10 BLOCKING, COORDINATE TWALL PER PLANS, ALLOW BLOCKING WITH GRAB BAR MOUNTING SEE A1.0 FLUSH W/ GYP. REQUIREMENTS. SECURE TO STUDS EA END WITH (3) PLAN. #10X2" SCREWS EA. END SCALE: 3"=l'-0" I I I I F I I I I I OPTION 1 AXONOMETRIC SCALE: NTS KERF 2X TO 2X10 DF12 SOLID ALLOW BLOCKING BLOCKING, COOR FLUSH W/ GYP. GRAB BAR MOUN REQUIREMENTS. S 18GA. METAL CUP STUDS EA END #10X2" SCREWS PLANAND INTO STUD SCALE: 3"=l'-0" OPTION 2 DINATE WITH EA. WOOD WALL PER PLANS, WITH SEE A1.0 TING ECURE TO • (2) • END r I F I I• I I I• I• AXONOMETRIC SCALE: NTS Q SOLID BLOCKING DETAIL 3" = 1'-0" Planet Fitness 4 Liberty Lane West Hampton, New Hampshire 03842 Issue Sets No. Issue Set I By Date Appr. ARCHITECT J Daniel K. Mullin, Architect, NCARB 517 S Main St. Moscow, ID 83843 P. (208) 892.8433 F. (208) 892-8533 MEP ENGINEERS Dave M. Saarem, P. E. M 2188 Alfred Way �j••� Carson City, NV 89703 Mn P.(775) 772.9846 STRUCTURAL ENGINEERS Richard M. Welcher, P.E. Tatum Smith Welcher Engineers, Inc. 3100 S Market St, Suite 202 Rogers, AR 72758 P. (479) 621.6128 UJ COPYRIGHT These plans are an instrument of service and are the property of DKMullin Architects, and may not be duplicated, disclosed, or reproduced without the written consent of DKMullin Architects. Copyright and infringement will be enforced and prosecuted. Project Manager Approval Architect/Engineer of Record •��� Z0 Location 7910 GALL BLVD ZEPHYRHILLS, FL 33541 Project/Space No. Planet Fitness Tenant Improvement Sheet Title WALL DETAILS Scale: As Shown Project No. Drawn By: C.W. 191205 ChWd By: T.G. Sheet Issue Date: APRIL 15 2020 Al • 3 SCHLUTER—ETK100—RENO— ALUMINUM TRANSITION STRIP, INSTALL PER MANUF. RECOMMENDATIONS LOCKER ROOM OR WORKOUT - AREA RUBBER FLOORING �J Floor Finish Legend FINISH RUBBER FLOORING RF-1 18"x18" TILE FLOORING T-2 6"x24" TILE FLOORING T-3 2"x2" TILE FLOORING T-6 EXISTING CONCRETE TO REMAIN APPLY EPDXY GRAY PAINT CONC. SEALER AS NOTED Floor Finish Plan Notes O OUTLINE OF RECEPTION DESK O OUTLINE OF LOCKERS O OUTLINE OF BENCH �4 G.C. TO CLEAN CONCRETE FOR LIKE NEW FINISH OCONDUIT BELOW RACEWAY FOR POWER TO TREADMILLS, SEE FLOOR PLAN AND ELECTRICAL ORACEWAY BY STARLINE, OR EQUAL FOR EQUIPMENT, G.C. TO INSTALL PER MANUFACTURER'S SPECIFICATIONS, COORDINATE CORE DRILLING FOR CONDUIT RUNS TO FLOOR BOX AND BRING OVERHEAD CONDUIT DOWN STRUCTURAL COLUMN IF POSSIBLE, SEE ELECTRICAL O7 G.C. TO PROVIDE CONTINUOUS 1 "X1 "X1 /2" STEEL ANGLE CARDIO STOP PAINTED BLACK 8" OFF KNEE WALL FOR TREADMILL SETBACK, ATTACH TO SLAB WITH HILTI FASTENERS, ANGLE SHOULD NOT EXTEND PAST END / EDGES OF TREADMILL UNIT. VERIFY W/ TENANT EXACT SPECIFICATION do LOCATION. END TREADMILL SHOWN FOR DIAGRAMMATICAL PURPOSES, SEE A3.1 FOR FULL EQUIPMENT SCHEDULE TILE FLOORING q a G a d v a d d Q 4 .4 , EXISTING CONCRETE FLOOR TO REMAIN FLOOR TRANSITION DETAIL (PROVIDED BY G.C.) 6" = 1'-0" 118 CS-1 :) EGRESS CORRIDOR 119 CS-1 4 '1'1'i'1'1 Jill '1 IYIIIII1I'1'I'1'1'1'1'1'1'i'1'1 '1'1'I'1'III'1'1'1'1'I'1'1'1'1'1'll i Jill II'1'1'1'1 Jig, � I IIIIIIIII i l l l l l l l l l l I I I I I I I IIIIII I I I I;,�I'I'I �����..-... I I I 1111 I I I IIIIIIIIIIIIIIIilllll.11111111.1. I I I I I I I I I I 111111111,i1 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�1,1.,11 I 1 1 1 1 1 1 1 1 1 I I I�' I I I I I I I I I I I I I I I I I I I 'll'� �•1.1..... ..... ;1 ' �1�1�1�1�111�1�1�1�1�1�'���IIIIIIIIIIIIIIIIIIIIIIIIIIiI�I,' Illlllli ...,.,:;.1�)IIIIIIIII�i �lllllllllillllllllllillllllllillllilllil�li��1,11f�lililil�l -•. . -, .,.,-- IIIIIIIIIIIIIIIIIIIIlIlj111111111111111111111111111 ,�. :� ,: ,�lilil�lllill 1� I��I�'•-' �.1.)�I' -I Il I I i I I I'� I I �� `I I 111111111 I I 1 I I I I I I ( I I I I I I I I �.�.�,�.�,�.�;�.�,�,���,�.�,�� �•1'1.1'1�1.1'1'1'1'1'1•L•1'1'1 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII �IIIIIIIIIIIIIIII milli I ffin 1111111111111111111 1 111��1�1111 I 'iIIIIIIIIIIIIIIIIIilill�llll ' i l l l l l l l l l l 111111111 11 11 �� IIIIIIIII I I I I I I I I � iitl'1'1'i'lh�l��l•1'1�1 --�IIIII1111111IIIIIII �IIIIIIII11111111111III I I I I I I I 1111111 I I I I I I I -'.�II.II r�: � I I I,'�I 1 1 . I II1111IIIII11111111111 I I I I I I I I I I I I I I I I I I I I I QI.I; 'i' ��IIIIIIII I I 11,l1l1l1l1l1l1l I I I I I I I 1 ;i '1IiIIIIII I 11111111 I:1i1:i1- lil�l i 11IIIIIIIIIIIIIIIIII::I I I I I I I I I I I I I I 1111 I ':� I;� Ali l ''t Mill 11l�lipl .. ��IIIIIIIIIIIIIIIIIIII IN I II I1 II III II II Ii Il il Il I kill ....��t� ' ' • - • ' - ' - �II�IIIII�IIIIIIIIIIIIIIIIIIIIIII�III�I�I�IIIIIIIII�,. •:`�IIIIII�I�IIII " %1�Ii111111111111111111�I�I�i�l�l�l�l�l�1�11111111111i1�1�l�l�l�l�l�l�l�l�l�l�l�l�l� ............... FLOOR FINISH PLAN 1/8" = 1'-0" 2 NOTE: GENERAL CONTRACTOR TO COORD. CEILING TILES TO MATCH FLOOR TILES IN BLACK CARD SPA (TANNING / BEAUTY ANGEL / MASSAGE / HYDROMASSAGE 3 I'UK VLKIhYING tLUUKING ARLAN IN FIELD PRIOR TO ORDERING MATERIAL MEN'S LOCKER 109 RF-1 N'S BATH 0S TT 2 WOMEN'S BATH 105 T-2 WOMEN'S LOCKER 104 RF-1 Planet Fitness 4 Liberty Lane West Hampton, New Hampshire 03842 Issue Sets No. Issue Set I By Date 1Appr.1 ARCHITECT Daniel K. Mullin, Architect, NCARB 517 S Main St. Moscow, ID 83843 P. (208) 892.8433 F. (208) 892-8533 MEP ENGINEERS Dave M. Saarem, P.E. 2188 Alfred Way Carson City, NV 89703 P. (775) 772-9846 1ANNINU STRUCTURAL ENGINEERS 1 11A T_3 Richard M. Welcher, P.E. Tatum Smith Welcher Engineers, Inc. TANNING 3100 S Market St, Suite 202 111 C T_3 Rogers, AR 72758 P. (479) 621.6128 TANNING 111D T-3 BLACK CARD LOBBY 114 115A T-3 J Q m H w a COPYRIGHT These plans are an instrument of service and are the property of DKMulliin Architects, and may not be duplicated, disclosed, or reproduced without the written consent of DKMullin Architects. Copyright and infringement will be enforced and prosecuted. Project Manager Approval Architect/Engineer of Record Location r 1 7910 GALL BLVD ZEPHYRHILLS, FL 33541 4 Project/Space No. Planet Fitness Tenant Improvement Sheet Title FLOOR FINISH PLAN Scale: As Shown Drawn By: C.W. ChWd By: T.G. Issue Date: APRIL 15, 2020 Project No. 191205 Sheet A1.4 mil- - - - - ' - - - - - ' -d - - - - - - - _ - " - '-' - _ _--- L 11 1 LIGHTING SCHEDULE - NO SUBSTITUTIONS* SYMBOL TYPE MANUFACTURER CATALOG NUMBER DESCRIPTION NOTES QTY. LF WAS W/LF TOTAL WATTS ® A KEYSTONE KT—HBLED90-2F-840—VDIM—P LED HIGH BAY SUSPEND VIA AIRCRAFT CABLES SUPPLIED BY VENDOR 22 90 1,980 SAME AS TYPE 'A' ABOVE EXCEPT WITH INTEGRAL ® Al KEYSTONE KT—HBLED90-2F-840—VDIM—P/ LED HIGH BAY EMERGENCY BATTERY FOR 90—MINUTE EMERGENCY 7 90 630 EM EMRG-20 EGRESS. INSTALLER MUST OFFSET CABLES TO ALLOW FIXTURE TO REMAIN LEVEL AND PLUMB B CONTECH LT4B/LA2B/LA1 1 B/LA23TRNB/ TRACK WITH PAR38 LED SURFACE MOUNT 2 13 26 CTL8382B/LED 1 3WPARFLO30K LAMPS C MOBERN 4448LED30DMVFR40 4' LED STRIP WALL MOUNT BEHIND ACRYLIC SIGN; FOUR FIXTURES PER 1 30 30 SIGN BOX o D MAJESTIC MIRROR PFLEDMIRROR28X48 OVAL BACKLIT LED MIRROR 6 26 156 ® F ACUITY L7XR6/65BEMWL-ED35K90CRIM6 6" LED DOWNLIGHT WHITE FINISH; TWO PIECE CONSTRUCTION 100 11.7 1170 G ACUITY L7XR6/65BEMWLED35K90CRIM6 6" LED DOWNLIGHT WHITE FINISH; TWO PIECE CONSTRUCTION 99 11.7 1,158 H COOPER HC630D010/HM634840/61WDBBBF 6' LED DOWNLIGHT BLACK FINISH; THREE PIECE CONSTRUCTION 21 27 567 INSTALLER MUST CUT TO LENGTH IN FIELD; DMX RGBSTF/MP17/MRTA55/MRTA56/LD INSTALLATION REQUIRED; LOW —VOLTAGE MULTI —WIRE I MODA 180/BLXS4FT/MMJ1 S/105100001 RGB TAPE LIGHT (DMX) INSTALLATION TO RGB CONTROL MODULE FROM DMX 97 3.4 329.8 CONTROLLER REQUIRED; SYSTEM PROGRAMMING MUST BE APPROVED BY PF K1 MOBERN MFPELA22LED40DMV40 2' X 2' LED FLAT PANEL SURFACE MOUNT KIT REQUIRED FOR HARD —CEILING INSTALLATION; COORDINATE WITH VENDOR 2 40 80 K2 MOBERN MFPELA24LED50DW40 2' X 4' LED FLAT PANEL SURFACE MOUNT KIT REQUIRED FOR HARD —CEILING INSTALLATION; COORDINATE WITH VENDOR 6 50 300 M1 STONE MATHER TPFF LED WALL SCONCE CUSTOM DESIGN (FEMALE SYMBOL); TWO PER STORE AT 2 9 18 FEMALE LOCKER ROOM M2 STONE MATHER TPFM LED WALL SCONCE CUSTOM DESIGN (MALE SYMBOL); TWO PER STORE AT 2 9 18 MALE LOCKER ROOM CUSTOM DESIGN (BLACK CARD) WITH BLUE LIGHT; %C M3 STONE MATHER MMVBSCB LED WALL SCONCE (MINI) QUANTITY VARIES PER STORE; COORDINATE LOCATION(S) 11 9 99 WITH PLANS AND PF TO HAVE BLUE LIGHT KD N SATCO NUVO 62-1146R1 LLD EXTERIOR WALL SCONCE (2 LT LED LG UP & DOWN SCONCE) 0 20 0 1 LT (BRONZE FINISH) LOCATION: EXTERIOR STOREFRONT Nt ACUITY #KAXW LED P3 40K R3 MVOLT LLD OUTDOOR LIGHTING — MED. ARCHITECTURAL LED, 79 WATT, 120-277V 0 79 0 DDBXD WALL PACK t 0 HUBBELL CU2 LED EMERGENCY LIGHT TWIN LAMP UNIVERSAL MOUNT WITH 90—MINUTE BATTERY; 8 1 (8) INTERIOR ONLY TWIN LAMP WALL MOUNT WITH 90—MINUTE BATTERY; Q HUBBELL CORD LED EMERGENCY LIGHT EXTERIOR USE; WORKS ONLY WITH REMOTE CAPACITY 3 1 (3) BATTERY IN COMBO EXIT CCRRC S HUBBELL CCRRC LED EXIT/EMERGENCY COMBO RED EXIT SIGN WITH TWIN ADJUSTABLE LED LAMPS; 90—MINUTE BATTERY; REMOTE CAPACITY INTERNAL BATTERY 6 4 (24) FOR POWERING CORD ABOVE EXIT LIGHT (WITHOUT COMBO ® S1 EMERGENCY LIGHT) VERIFY RED LED 5W, 120-277V, UNIVERSAL MOUNT (WALL, SIDE 6 5 (30) PRODUCT WITH LIGHTING OR CEILING) MANUAL TEST VENDOR T HUBBELL CER LED EXIT SIGN RED EXIT SIGN; BATTERY BACK UP; UNIVERSAL MOUNT 6 1.8 (10.8) ® U #T.B.D. BY TENANT SEE MECHANICAL — — — V SUPPLY SEE MECHANICAL — — — W RETURN SEE MECHANICAL — — — X HORN/STROBE (ADA 11 — — COMPLIANT) Q X1 MANUAL FIRE PULL STATION 3 — — O Y PHOTOELECTRIC SMOKE DETECTOR Os Z SPEAKERS SPEAKERS BY TENANT, G.C. TO COORDINATE SPEAKER — — — QUANTfTY/LOCATION(S) W/ TENANT SPE EXISTING SPRINKLER HEAD — — — 'c SPN NEW SPRINKLER HEAD DIAGRAMMATIC PURPOSES ONLY (SEE ENGINEERING (LOCATE AS REQUIRED) SPRINKLER DRAWINGS) — $Oc 0 LEVITON OSSMTGDW WALL SWITCH OCCUPANCY SENSOR 1000 SQUARE FOOT COVERAGE; DUAL TECHNOLOGY — — — 4COS COS LEVITON ODCIOMDW CEILING OCCUPANCY SENSOR 1000 SQUARE FOOT COVERAGE; DUAL TECHNOLOGY — — — j D DIM LEVITON DS7101OZ LED DIMMER IN —WALL; 120OW CAPACITY; 0-10V CAPABLE — — — EMu INV ISOI.ITE IMI25LCV1 INVERTER EMERGENCYCAPACITY LED INVERTERS IN 30 CAN(396.9) — MODE; FINAL LOAD DETERM N D BY FOR BIG ASS FAN; POWERFOIL X HYBRID AIRFOIL W/ QUITE PPX3.0-16,2761b, 2 H.P. 1.5kW 89 RPM FAN BIG ASS FAN #PPX3.0-16 VERIFY W/ PANEL SCHEDULE MODE W/ ONBOARD VFD. SEE FAN NOTES A,B,C,D,E,F/A2.1 (20OV-240 50/6OHz 1 PHASE 30AMPS) (20OV-24OV 50/6OHz 3 PHASE 20AMP) — — — (40OV-480V 50/6OHz 3 PHASE 10AMPS) (SEE SHEET A2.1 FOR (575V-600V 50/6OHz 3 PHASE 10AMPS) MOUNTING DETAIL) Total Proposed Interior Watts Sq. Ft. Watts per Sq. Ft. 6562.10 18,389 .357 All lighting fixtures to be supplied and installed by the General Contractor. See IECC for Watt/space breakdown. *ANY PROPOSED SUBSTITUTIONS NEED TO BE OF EQUAL QUALITY AND APPROVED BY PLANET FITNESS CORPORATE. General Notes Reflected Ceiling Plan Reference Notes o EGRESS CORRIDOR 119 P-s EXPOSED TO ROOF STRUCTURE ABOVE D — NOTE: JOIST SPACING IS APPROXIMATE, G.C. TO COORDINATE LIGHT PLACEMENT IN FIELD PER GIVEN SPACING DIMENSION NOTE: FIRE ALARM HORN/STROBE & SPRINKLER LAYOUT PROVIDED FOR DIAGRAMMATIC PURPOSES ONLY, G.C. TO PROVIDE APPROVED FIRE ALARM/SPRINKLER DRAWINGS BY STATE LICENSED FIRE ALARM/SPRINKLER SUB CONTRACTOR PRIOR TO INSTALL. NOTE: EXPOSED DUCTWORK TO BE MOUNTED AS HIGH AS POSSIBLE, COORDINATE IN FIELD. C — A. VERIFY WITH LANDLORD, METHOD OF ATTACHMENT FOR ALL ITEMS ANCHORED TO, OR SUSPENDED FROM THE EXISTING O EXISTING EXTERIOR WALL ROOF STRUCTURE. ALL ATTACHMENTS SHALL BE MADE TO ROOF BEAMS AND/OR JOISTS. NO ATTACHMENTS SHALL BE MADE TO THE ROOF DECK. O EXISTING DEMISING WALL BY LANDLORD G.C. B. SEE MEP DOCUMENTS FOR HVAC, PLUMBING SYSTEM, ELECTRICAL POWER AND LIGHTING. O HEATER VENT(S) THROUGH ROOF, G.C. TO COORDINATE INSTALL W/ MECHANICAL SUB. C. THE EXACT MOUNTING HEIGHTS AND LOCATIONS OF ALL HVAC EQUIPMENT SHALL BE FIELD VERIFIED AND COORDINATED O OUTLINE OF STRUCTURE ABOVE WITH ALL OTHER MECHANICAL, ELECTRICAL, ARCHITECTURAL AND STRUCTURAL SYSTEMS MOUNT AS HIGH AS POSSIBLE IN OPEN CEILING. O LINEAR HIGH —BAY LIGHT FIXTURE, CENTER BETWEEN STRUCTURE WHERE POSSIBLE ® 15—On A.F.F., ALIGN WITH BOTTOM OF JOISTS IN PF360 D. GENERAL CONTRACTOR TO PROVIDE SPRINKLER MODIFICATION DESIGN AND DRAWINGS AND ALL SUBMISSIONS AS REQUIRED O LIGHTING FIXTURE, SEE SCHEDULE BY LANDLORD AND ALL AUTHORITIES HAVING JURISDICTION. E. INSTALL AND CONNECT WIRING WHERE DIRECTED BY OWNER, CEILING SPEAKERS PROVIDED BY OWNER AS OCCURS ON O OUTLINE OF RECEPTION DESK BELOW PLAN, CONTRACTOR SWILL COORDINATE INSTALL OF PLENUM U.L RATED #12 SPEAKER WIRE PRIOR TO CLOSE OF CEILING, O FEAT SCREEN LCD TV HUNG FROM TRUSS ® 10'-11' A.F.F TO B.O. TRUSS AND ATTACH EACH SPEAKER WITH WIRES AND TERMINATE ALL SPEAKER WIRE (SEPARATE FOR EACH SPEAKER) TO AN AREA WHERE DIRECTED BY OWNER. VERIFY QUANTITY WITH OWNER AND VENDOR PRIOR TO INSTALL Og TELEVISION WALL— MOUNTED PER ELEVATIONS G C TO PROVIDE SOLID BLOCKING EXIST. CURB TO — REMAIN EXIST. INSULATION AND ROOFING EXIST. ROOF DECM SEE STRUCTURAL EXIST. JOIST NOTE. SEE STRUCTURAL DRAWINGS FOR INFlLL FRAMING, DECKING, AND SUBSTRATE 1 4":12" CAP DETAIL AT (E) RTU CURBS 3/4" = l'-0' ' B — 10 30 MINUTE CLOCK, PROVIDE POWER. SEE ELEVATIONS 11 WALL —MOUNTED "LUNK ALARM" w/WALL GRAPHIC BY TENANT 12 NOT USED 13 PROPOSED SPRINKLER LAYOUT (PARTIAL SHOWN) VERIFY LOCATION IN FIELD, SEE SPRINKLER PLANS BY SUB CONTRACTOR G OVAL LIT MIRRORS BY TENANT, G.C. TO PROVIDE SOLID BLOCKING AND POWER, TYP. 15 12'll CERAMIC TILE SOFFIT 0 8'-6' A.F.F. OVER 1/2" HARDI BACKER BOARD, TYP. ALL SHOWERS B.O. GEAR SOFFIT 0 11'-0" A.F.F., ACOUSTIC CEILING TILE 0 11'-6" O(RECEPTION): 16 A.F.F., SEE INTERIOR ELEVATIONS O(ENTRY 17 TO CIRCUIT TRAINING ENTRY, PF360, ABS & STRETCHING): B.O. GEAR SOFFIT 0 11'-0" A.F.F., B.O. EYEBROW SOFFIT ® 11'-3" A.F.F., SEE INTERIOR ELEVATIONS 18 FIRE ALARM CONTROL PANEL/ ANNUNCIATOR, G.C. TO VERIFY LOCATION 19 CEILING FAN, SEE SCHEDULE (WHITE CORD) SUBSTRATE AND FRAMING INFILL PER 20 TELEVISION FOR SPECIFIC CLUB COMMERCIAL USE, G.C. TO PROVIDE & INSTALL POWER STRUCTURAL & SOLID BLOCKING WHERE APPLICABLE, SEE ELEVATIONS (N) 26 GA. CORROSION RESISTANT (GALV. 21 NOT USED & FACTORY FINISHED) CONTINUOUS SHEET 22 ROOFTOP HVAC UNIT, SEE MECHANICAL A METAL CAP, BEND OVER ENDS AND PROVIDE DRIP EDGE, USE FASTENERS WITH 23 2'x2' WHITE EGG CRATE GRILLE BY G.C., SEE MECHANICAL GASKET AND SECURE ONLY AT SIDES (E) VENTS, COVER WITH SCREEN, 24 NOT USED PROVIDE VENT TO CONCEALED SPACE BEHIND CURB. 25 WALL —MOUNT DIGITAL DISPLAY, G.C. TO PROVIDE POWER, ETHERNET & SOLID BLOCKING 26 BACK LIT MISSION STATEMENT G.C. TO PROVIDE POWER AND SOLID BLOCKING. (N) INSULATION, MATCH EXISTING MIN. R20 27 CONTINUOUS FLAT WALL MIRROR MOUNTED 24" A.F.F., SEE INTERIOR ELEVATIONS (N) DECKING PATCH 28 EMERGENCY LIGHTING INVERTER, SEE 'EMU' NOTATION FOR FIXTURES ON REFLECTED PER STRUCTURAL CEILING PLAN AND LIGHTING SCHEDULE FOR INVERTER 29 SOFFIT COVE WITH LED ROPE LIGHT, SEE A1.2 O"PLANET 30 FITNESS" LOGO LIGHT AT NO CRITICS WALL, G.C. TO PROVIDE POWER, SEE INTERIOR ELEVATIONS 31 (E) ROOF ACCESS HATCH AND LADDER TO BE RELOCATE HERE, SEE A1.0 & STRUCTURAL 32 (E) EXTERIOR LIGHTS TO REMAIN 33 (E) CURB FOR INFlLL PER DETAIL ter" 1 #118 P-8 EXPOSED ROOF STRUCTURE NOTE: TO BE PAINTED WHITE FIXTURES WIRED TO EMERGENCY , INVERTER TO BE INDICATED BY "EMU" NOTATION. SEE ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. F F CIRCUIT TRAINING ELECTRICAL PF 360 ABS & STRETCHING - - 102 ACT-1 #112B #1038 QD #I03A ACT-1 fLq 2X2 ACOUSTIC CEILING TILE EXPOSED ROOF STRUCTURE TO BE PAINTED 2X2 ACOUSTIC CEILING TILE �' OO 1 ® 12'-0" WHITE. BOTTOM OF OWSJ A 14'-2t A.F.F., 0 12'-0' �� BOTTOM OF OWSG 0 12'-9 1/2't A.F.F., R---„ y BOTTOM OF STEEL DECK ® 16'-1 1,l V.I.F. i �;<� 31 LA /0 - QO' 0�0000 ' 01 11`` I ■I . 1111100000WA 00t ., FORM0wPOW- 000000 v v � reApp"Nm_ w; :Ilf l00�s►`►000___ �000,0�1►00,00♦ 000,0001 /0� ®�,00000000©�/1- o ►000 `� � ®ME `O 00©`000 ►00000000000001 ® ►000000000000 0 00000000 000000N 0©0000000 - �0000 0�►00000000.000000� ►0000000000001 �� ►DODO 00 �000000�000000 /00000 0 000000t>I '� ►�►O�►O�O♦ 00000000000000 0000000,000000♦ I �0�►00®�0�►000,0000000,0001 _. ►000000 `00000/11 ©►►0d►0`00000 `000000 `000 0, MO., 4 <>I 1 ►00 : OD00 0000�►0000©t�000 LAM.00•000000`•�0�I I I 50�0,000���0.�0.�0.���i,�����0.�0.�0.�0.�0.�1 > I �♦♦♦♦♦♦•♦•� , • 1 ,♦•♦ `♦♦�!' '1LIN fll■11■ILIE■11■1 +0.....�..,.®. Q �..�....1 1'��. � Lll■ILI■ILLI■ILI■11_ INLM �0000000m 000�01 ► ►�►-►0000� �•, ©�W■■■■■■■■■■ �n i I�Ii�■■��o����ll�' .. lE��©���■■©■■MEN ■©■ICNONE No It i MEE ME �! I ®_ , , �■©■■■Emma ■■ LOCKER jig' Ili I�OM■ &ONE ■■�■■all� , • ACOUSTIC � I ■ii�il�l�ll■■■■ �IIL�mm ® ►�0 ■1■■11�■■1 " ■1■01 Imo■I® -- -- LOCKER JANITOR �� ® ® II■ IRW1■C mimic �11m■ml Ir ►,� ♦ ♦ :: r0111111■OfAM Mumma QimllMEN'S BATH E No I■■■■■II■■■II■■■II■Ill■■I __rnm II ■■■■ I■■■I I■r■I I■■■I •MR ©�I■wll '■ea■■; I■■■I I■Ir■I I■■■II•IIF111�'!�►:11ri{I I IIr : ,O■ ■ F I■ LCI IN cl I■ clNr,o 0 oil NUM ONE MCI Ell 1� ,1 II■■�■1■■1■■11o■■I � � .:. ■�a loom■ ������ f�■■■`■MI: I ►11 ,► �C "III 1�©L■ . a 1I 1l� 2'-0" # 101 P-8 EXPOSED ROOF STRUCTURE TO BE PAINTED WHITE. BOTTOM OF OWSJ 0 16'-9"t A.F.F., BOTTOM OF OWSG 0 16'-0"t A.F.F., BOTTOM OF STEEL DECK 0 18'-8 1/2"f A.F.F., V.I.F. REFLECTED CEILING PLAN 1/8" = 1'-0" EM 1 11 18I-0" • I 2 ���_/�� i��■ ■■■■■■■■§1 2X2 ACOUSTIC SHOWERS, BATH, LOCKERS, LOCKER ENTRY, AND JANITOR � � . , �'� ■o ■ �■■■a■■■■■■a■■' _ 0300011mmmr©lmmmmm111110- IOU OPF 01111111111111011111 Oil I All TANNING ®�C�RM w �0a0 ■mare 1 II■nsiorlit w n o " `■�■■moo■■■■■NING M Lr.-1111 TANNING MEN �� i�LW' a�j■��©i Ihrp . ■aWERE TANNING 2X2 ACOUSTIC ��� ■� '■ No 1■rtw��■I , / ;TANNING . MS MASSAGE �� m u'- :: `� i' W �1i",i�.� ■m�lm�■■■■■gym 1' 11 I0-10 I # Mill ■■o■■ �0000 a0a■m ■Boom m0■0■ I © �00♦,�� I■0C©71 w w 1111Iw w ■©ml ■aal�■�o■■oEc73aa■ - �■ EI :m�E��l■■EE■■■■gym � f I■■f tl �m■luH�■■ �■1■m�l■�■� NOTE: G.C. TO COORDINATE FIXTURE HOUSING AND TRIM TO MATCH CEILING PAINT CONDITIONS. VERIFY WITH OWNER PRIOR TO ORDERING. AREAS OF ACT-3 TO HAVE BLACK CEILING GRID AND BLACK FIXTURE HOUSING. FL - --_ - _-_ EXC EX u 1 EX RECEPTION 18 WIT MROMASSAGE NOTE: 32 116 #112A #115B ACT-3 GENERAL CONTRACTOR TO COORD. CEILING TILES TO MATCH FLOOR TILES IN BLACK EXPOSED ROOF STRUCTURE 2X2 ACOUSTIC CEILING 2X2 ACOUSTIC CEILING TILE CARD SPA (TANNING / BEAUTY ANGEL / TO BE PAINTED WHITE TILE ® 10'-0' ® 10'-0" WITH BLACK GRID MASSAGE / HYDROMASSAGE & BLACK DIFFUSERS, TYP. O O O O ALL MASSAGE ROOMS NOTE: I G.C. TO PROVIDE POWER FOR EXTERIOR SIGNAGE, COORDINATE W/ SIGNAGE VENDOR AND SEE SHEET A4.0 FOR EXTERIOR ELEVATIONS. 3 4 the Planet Fitness 4 Liberty Lane West Hampton, New Hampshire 03842 Issue Sets No. I Issue Set By I Date I Appr. ARCHITECT J Daniel K. Mullin, Architect, NCARB 517 S Main St. Moscow, ID 83843 P. (208) 892-8433 F.(208)892.8533 MEP ENGINEERS Dave M. Saarem, P.E. 2188 Alfred Way Cn Carson City, NV 89703 P. (775) 772-9846 V) STRUCTURAL ENGINEERS Richard M. Welcher, P.E. Tatum Smith Welcher Engineers, Inc. 3100 S Market St, Suite 202 Rogers, AR 72758 P. (479) 621-6128 COPYRIGHT These plans are an instrument of service and are the property of DKMullin Architects, and may not be duplicated, disclosed, or reproduced without the written consent of DKMullin Architects. Copyright and infringement will be enforced and prosecuted. Project Manager Approval Architect/Engineer of Record Location 7910 GALL BLVD ZEPHYRHILLS, FL 33541 Project/Space No. Planet Fitness Tenant Improvement Sheet Title REFLECTED CEILING PLAN Scale: As Shown Project No. Drawn By: C.W. 191205 Chk'd By: T.G. Sheet Issue Date: A290 APRIL 15, 2020 1 : 1 Cable with crimped 1 /4" or 3/8" stud end fixing: Removing ring for us to use with pick Gripple Fastener. Sizes. 1 /4" - No.1-No.3 0 " thread) No.2-No.3 (2" thread) 3/8" - No.3-No.4 Max. Safe Working Loads: No.1 25 Ibs No.2 100 Ibs .It No.4 49516s FUNCTION: The suspension of HVAC, Mechanical, Lighting & Electrical services in an indoor stationary setting. APPLICATION: Concrete structures, metal decking, metal brackets using nuts, and clamps & clevis hangers. 1 /4" stud works with a 1 /4" anchor, and 318" stud works with a 318" anchor. Can also be used with - intemally threaded concrete inserts. 1/4" stud available with 1" or 2" thread. LOAD RATING: All products have a 5:1 safety factor. MATERIAL SPECIFICATION: Grapple Fastener. Housing Type ZA2 Zinc, Wedge Sintered steel hardened to min. 56 Rockwell C Spring Stainless Steel (Type 302) End Cap UV stabilized homopolymer polypropylene Cable: Galvanized high tensile steel cable to EN12385. Standard lengths from 5ft-30ft, other lengths can be made to order. Cable Diameter (in.) 1 /16 5/64 1 /8 3116 Strand configuration 7x7 7x7 7x7 7x19 Min. breaking load (Ibs) 396 573 1,278 3,306 Max. safe working load (Ibs) 25 100 200 495 Tensile strength (Ibs/sq. in.) 256,700 256,700 256,700 256,700 Stud End: Zinc plated steel A B (in.) C (m *new size O 1 /4" 1 " 2A 1 /4" 2" 4" Spiral Duct 1 3/4" 3 3/8" Stud up CSOCus US 1 Cable Basket Stud up Track Lighting Stud down NOT USED CAUTION: DO NOT INSTALL FAN FROM A SINGLE PURLIN TRUSS BAR JOIST 0.42 ANGLE IRON DETAIL 96' EXISTING STEEL DECK PS 150 EH CHANNEL WITH ELONGATED HOLES, TYP EXISTING STEEL BAR JOIST, TYP I M, - - - - - - - �- - - - - - - - - - - - - -- - - - - - - -\`--------- ii S LS CLAMPING NUT, TYP. `� PS LS CLAMPING NUT, TYP. ti EA. END ter_ EA. END 1/2"0 PS 205 EYELET 2"X2"X1/4" PLATE WASHER ,' WITH STUD GRIPPLE FASTENER 3/8" GRADE 8 BOLT WITH , PLATE WASHER, TYP. EA. ' END _ _ _ 3/16" 7X19 WOVEN WIRE CABLE 3/8" GRIPPLE STUD TO ATTACH TO TRUSS PICK AS REQ'D FOR TV TRUSS MOUNT CONFIGURATION, SEE SHEET A2.2 FRONT VIEW e.1 TV TRUSS PARALLEL TO STEEL BAR JOIST 3"=1 '0" UPPER SAFETY CABLE ROUTING SAFETY CABLE CONNECTION NOT USED BIG ASS FAN NOTES: A. VERIFY EXTENSION TUBE LENGTH AND MOUNTING BRACKET WITH MANUFACTURER PRIOR TO ORDERING. B. SUPPLY WITH POWERFUL PLUS HYBRID AIRFOILS AND WINGLETS. C. SUPPLY WITH WALL MOUNTED CONTROL PAD FULLY INTEGRATED WITH THE ONBOARD CONTROL. D. SUPPLY WITH C-FACED MOTOR AND HERMETICALLY SEALED GEARBOX. E. SUPPLY WITH FACTORY INSTALLATION AND CORRESPONDING 10 YEAR, NON -PRORATED PARTS WARRANTY AND 1 YEAR FULL LABOR. F. SUPPLY WITH PLANET FITNESS APPEARANCE PACKAGE. CONTACT ROB HIGNITE, BIG ASS FANS AT 859,967.1687 FOR PRICING INFORMATION AND FACTORY INSTALLATION SCOPE OF WORK. MINIMUM FAN PLACEMENT REQUIREMENTS: 1. BOTTOM OF FAN SHOULD BE AT LEAST 10' A.F.F. 2. FAN SHOULD BE AT LEAST 2' AWAY, IN ANY DIRECTION, FROM ANY POSSIBLE OBSTRUCTIONS 3. FANS SHOULD NOT BE MOUNTED WITHIN TWO FAN DIAMETERS OF ANY LARGE AIR MOVING EQUIPMENT. ASSEMBLY INSTRUCTIONS 1) REFER TO MECHANICAL AND ELECTRICAL INSTALLATION GUIDES FOR DETAILED INSTRUCTIONS. GUIDES WILL BE LOCATED IN THE MOTOR/HUB ASSEMBLY BOX. 2) INSTALL J" (03CM) THICK ANGLE IRON BETWEEN PURLINS AND TIGHTEN IT WITH FOUR J" GRADE 8 BOLTS. ANGLE IRON SPAN CAN ONLY BE 6' MAXIMUM. 3) ATTACH THE UPPER YOKE DIRECTLY TO THE ANGLE IRON AND TIGHTEN IT WITH BEAM CLIP HARDWARE KIT (INCLUDED) 4) ATTACH THE EXTENSION TUBE TO THE UPPER YOKE AND TIGHTEN IT WITH SINGLE PIVOT HARDWARE KIT. 5) ATTACH THE LOWER YOKE TO THE EXTENSION TUBE AND TIGHTEN IT WITH LOWER YOKE HARDWARE KIT. 6) ATTACH THE MOTOR FRAME TO THE LOWER YOKE AND TIGHTEN IT WITH MOTOR HUB HARDWARE KIT. SAFETY CABLE INSTRUCTIONS 7) THE SAFETY CABLE SHOULD BE STRUNG THROUGH THE TOP OF THE EXTENSION ROD AS SHOWN AND OVER THE ANGLE IRON. 8) SLACK SHOULD BE REMOVED FROM THE SAFETY CABLE BY WRAPPING THE CABLE AROUND THE ANGLE IRON AS MANY TIMES AS POSSIBLE. 9) CABLE SHOULD BE CONNECTED USING THE CREVIS AS SHOWN. FAILURE TO INSTALL SAFETY WIRES COULD RESULT IN SERIOUS INJURY OR DEATH. ALL ASSEMBLY INSTRUCTIONS MUST BE FOLLOWED OR MANUFACTURER'S WARRANTY WILL BE VOIDED. PLEASE CONTACT BIG ASS FANS OR REFER TO THE MECHANICAL INSTALLATION GUIDE IF YOU HAVE ANY QUESTIONS. Planet Fitness 4 Liberty Lane West Hampton, New Hampshire 03842 Issue Sets No. I Issue Set By I Date I Appr. ARCHITECT J Daniel K. Mullin, Architect, NCARB 517 S Main St. Moscow, ID 83843 P. (208) 892-8433 F. (208) 892-8533 MEP ENGINEERS Dave M. Saarem, P.E. 2188 Alfred Way CIO Carson City, NV 89703 P. (775) 772-9846 STRUCTURAL ENGINEERS Richard M. Welcher, P.E. Tatum Smith Welcher Engineers, Inc. 3100 S Market St, Suite 202 Rogers, AR 72758 P. (479) 621-6128 COPYRIGHT These plans are an instrument of service and are the property of DKMullin Architects, and may not be duplicated, disclosed, or reproduced without the written consent of DKMullin Architects. Copyright and infringement will be enforced and prosecuted. Project Manager Approval Architect/Engineer of Record yF 32' Location 7910 GALL BLVD ZEPHYRHILLS, FL 33541 Project/Space No. Planet Fitness Tenant Improvement Sheet Title VERTICAL SUPPORT DETAILS GRIPPLE SUBMITTAL DATA NOT TO SCALE BIG ASS FANS INSTALLATION DETAIL — ANGLED IRON WITH EXTENSION ROD NOT TO SCALE Scale: As Shown Drawn By: C.W. Chk'd By: T.G. Issue Date: APRIL 15, 2020 Project No. 191205 Sheet A291 the GENERAL NOTES: 1) LOADS: LOAD RATINGS ARE GIVEN FOR THE CONFIGURATIONS SHOWN. OTHER CONFIGURATIONS AND ORIENTATIONS MUST NOT BE USED WITHOUT CONSULTING THE MANUFACTURER AND OBTAINING WRITTEN USE INSTRUCTIONS. FAILURE MIGHT RESULT FROM OVERLOADING CONDITIONS. 2) CONNECTIONS: ALL CONNECTIONS AND TENSION MEMBERS USED IN CONJUNCTION WITH THIS DEVICE MUST BE RATED FOR OVERHEAD USE WITH A MINIMUM S.F. 5 RATING. 3) CONSULT YOUR BUILDING ENGINEERS FOR SEISMIC RATED OVERHEAD APPLICATIONS AND APPROVALS AS THE RATINGS ON THIS DEVICE MAY BE MUCH GREATER THAN THE ALLOWABLE LOADS ON THE TRUSS ITSELF. "ADDITIONAL SEISMIC LOADING HARDWARE OPTIONAL 4) BODY AND CLAMP MATERIAL: 6061—T6 ALUMINUM 5) THREADED FASTENERS: ZINC PLATED STEEL 6) CLEVIS PINS: ZINC PLATED STEEL LIFT CHAIN OR RATED AIRCRAFT CABLE EYE OR CABLE LOOP ASSEMBLY SUITABLE FOR USE WITH 3/8" 500LB MAX CLEVISPIN CONNECTION. CABLE TERMINATION MUST NOT INTERFERE WITH 500LB MAX CLEARANCE POCKET OR CABLE FAILURE MAY RESULT 30' (BY OTHERS) MAX O ANTI —ROLL CONFIGURATION MAX. SAFE 300LB MAX WORKING LOAD 600LB 300LB MAX 1.00 600LB MAX LIFT CHAIN OR RATED AIRCRAFT CABLE ASSEMBLY SUITABLE FOR USE WITH 3/8 CLEVIS PIN CONNECTION (BY OTHERS) UNCONTROLLED DOCUMENT VT— 1OT-600 VT— 1OT-6000D STANDARD 0 SINGLE HUNG CONFIGURATION FOR BALANCED OR UNBALANCED WORKING LOADS MAX. SAFE WORKING LOAD 600LB ANY VERTICAL LIFT POINT MAX 300LB MAX LIFT CHAIN OR RATED AIRCRAFT CABLE EYE OR CABLE LOOP ASSEMBLY SUITABLE FOR USE WITH 3/8" CLEVIS PIN CONNECTION. CABLE TERMINATION MUST NOT INTERFERE WITH CLEARANCE POCKET OR CABLE FAILURE MAY RESULT (BY OTHERS) 3/8" CLEVIS PIN W/ SPRING SECURED REATINER 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 UNUSED CROSS HOLE 600LB MAX SUITABLE SOLID ROD OR THREAD TERMINATED CABLE ASSEMBLY SUITABLE FOR LOAD TERMINATION NOT TO EXCEED 0.38" (BY OTHERS) It ROD CONFIGURATION MAX. 300LB MAX SAFE WORKING LOAD 600LB CONFIGURATIONS AND RATINGS SUBJECT TO CHANGE WITHOUT NOTICE, ALWAYS CHECK YOUR OVERHEAD GEAR BEFORE USE FOR FRAYING, VISIBLE DAMAGE, OR CRACKS, PAT. PENDING VT-10T-600/6000D RIGGING AND SAFE WORKING LOADS 300LB MAX i MAX I GENERAL NOTES: 1) INSTALLER MUST VERIFY THAT CONNECTIONS ARE TIGHTENED WITHIN SPECIFICATION AND ALL OVERHEAD LOAD BEARING ANCHORS AND SUPPORTING STRUCTURES HAVE BEEN CERTIFIED TO BE ADEQUATE BY A PROFESSIONAL ENGINEER LICENSED IN THE LOCALITY OF THE INSTALLATION AND INSTALLED CORRECTLY TO SUPPORT A MINIMUM OF 325# PER CONNECTION WITH S.F.5 2) IF THE INSTALLATION IS IN AN AREA WITH SEISMIC ACTIVITY AND LATERAL CONNECTIONS ARE REQUIRED VT-IOT-600-UD OR VT-10T-600 TRUSS PICK MUST BE PLACED BETWEEN THE WEB TUBES ON THE CHORDS TO ASSURE SUP CRITICAL CONNECTION AND MAXIMUM LATERAL CAPACITY ARE ACHIEVED. THE FREQUENCY AND LAY ANGLES OF LATERAL CONNECTIONS MUST BE DETERMINED BY A PROFESSIONAL ENGINEER LICENSED IN THE LOCALITY OF THE INSTALLATION. `—PATTERN CONTINUES OR TERMINATES Li - W.•Ir�_� OPTIONAL LATERAL CONNECTION OPTIONAL LATERAL CONNECTION) PATTERN CONTINUES OR TERMINATES MAXIMUM UDL 65#/FT (UNSUPPORTED SPAN) (ANY COMBINATION OF TV, MOUNT, AND SERVICES) MAXIMUM UNSUPPORTED SPAN 3M TRUSS PICKS MAY BE PLACED ANYWHERE ON THE SPAN AND TERMINATE THE END OF SPAN MAXIMUM VERTICAL LOAD PER CONNECTION 325# 1 18.1 1 f 3000.00i OVERHEAD ATTACHMENT BY OTHERS, SEE ITEM NO. PART NUMBER DESCRIPTION QTY- 1 HORIZONTAL TRUSS COLUMN VERSATRUSS 200MMX50MMXLENGTH X NOT TO EXCEED 3M OR EQUAL 2 FACE TV MOUNT ESP TV- -UNIT Vr SIZE X NO BSTITUTION 3 FACE MOUNT TRUSS PICK ESP VT-10h600-FMTP X NO SUBSTITUTION 4 SUPPORT CHAIN/CABLE GRADE 30 CLFAR ZINC PLATED PROOF CHAIN PER X ASIM A413 OR APPROVED CABLE CONNECDON 5 CHORD INSERT VERSATRUSS INSERT X 6 OPTIONAL LATERAL TRUSS ,ESPY-Vr10-600 X MAXIMUM POINT LOAD 100# Vr-10T-600—FMTP LOADING AND RIGGING TRUSS PICK RIGGING FOR CONNECTION DETAILS 4 1 OVER 65 NDER 65# PICK POINNT �TV PICK POINT DTSIRBUIORS FOR PLANET MINIMS FRANCHNIES Copy* Edertainment Structural Products 2015 UNLESS OTHERWISE SPECIFIED: NAME DATE DIMENSIONS ARE IN INCHES DRAWN T.O. 9/15/2014 (866) 725-6176 LERANCES TTO 1 1/32 CHECKED M.0 9/17/2014 602 FRONT ST. ESSINGTON, PA 19029 ANGULAR: MACH 1.25 BEND 1.5 ENG APPR. S.H. 10/10/2014 TITLE: TWO PLACE DECIMAL t_01 THREE PLACE DECIMAL 1.005 MFG APPR. FACE MOUNT OVERHEAD SYSTEAN ROPRIETARY AND CONFIDENTIAL INTERPRET GEOMETRIC D.A. THE INFORMATION CONTAINED IN THIS TOLERANCING PER COMMENTS: DRAWING IS THE SOLE PROPERTY OF MATERIAL SIZE DWG. NO. REV ENTERTAINMENT STRUCTURAL PRODUCTS. ANY REPRODUCTION IN PART OR AS A FINISH D N MOUNT METHODS B WHOLE WITHOUT THE WRITTEN PERMISSION ASSENIBLY DMWING OF ENTERTAINMENT STRUCTURAL PRODUCTS IS PROHIBITED. SCALE: 1:20 1 WEIGHT: ISHEET 2 OF 3 N TRUSS CONFIGURATION (FACE MOUNT OVERHEAD SYSTEM) NOT TO SCALE GENERAL NOTES: MATERIAL: 6061—T6 ALUMINUM FINISH: NONE OR TYPE 2 CLASS 2 ANODIZE PER CUSTOMER COLOR SPECIFICATION N NO. PART NUMBER Vr-10T-6O0-UD_ 1 VERSATRUSS BODY 2 1 Vr-1OT-600-UD_ OWE,, car; 5 .I, 1.75 NMI 0� � 1 • 7. • VT-10-6000D TRUSS PICK UNLESS OTHERWISE SPECIFIED: DIMENSIONS ARE IN INCHES DRAWN TOLERANCES. FRACTIONAL 1 1/32 CHECKED ENG APPR. ANGULAR: MACH 3.25 BEND f.5 TWO PUCE DECIMAL 3.01 MFG APPR. THREE PUCE DECIMAL 1.005 ROPRIETARY AND CONFIDENTIAL INTERPRET GEOMETRIC O.A. THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF TOLERANCING PER COMMENTS. MATERIAL ENTERTAINMENT STRUCTURAL PRODUCTS. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION FINISH OF ENTERTAINMENT STRUCTURAL PRODUCTS IS PROHIBITED. 11 992Lr,ff (866) 725-6176 602 FRONT ST. ESSINGTON, PA 19029 TITLE: VT-10-6OOUD TRUSS PICK SIZE DWG. NO. REV D VT-10-6000D-ASS'Y REVD D SCALE: 1:1 1 WEIGHT: ISHEET 1 OF 1 GENERAL NOTES: 1) INSTALLER MUST VERIFY THAT CONNECTIONS ARE TIGHTENED WITHIN SPECIFICATION AND ALL OVERHEAD LOAD BEARING ANCHORS AND SUPPORTING STRUCTURES HAVE BEEN CERTIFIED TO BE ADEQUATE BY A PROFESSIONAL ENGINEER LICENSED IN THE LOCALITY OF THE INSTALLATION AND INSTALLED CORRECTLY TO SUPPORT A MINIMUM OF 325# PER CONNECTION WITH S.F.5 2) IF THE INSTALLATION IS IN AN AREA WITH SEISMIC ACTIVITY AND LATERAL CONNECTIONS ARE REQUIRED VT-10T-600—UD OR VT-1OT-600 TRUSS PICK MUST BE PLACED BETWEEN THE WEB TUBES ON THE CHORDS TO ASSURE SLIP CRITICAL CONNECTION AND MAXIMUM LATERAL CAPACITY ARE ACHIEVED. THE FREQUENCY AND LAY ANGLES OF LATERAL CONNECTIONS MUST BE DETERMINED BY A PROFESSIONAL ENGINEER LICENSED IN THE LOCALITY OF THE INSTALLATION. PATTERN CONTINUES OR TERMINATES OPTIONAL LATI CONNECTION —OPTIONAL LATERAL CONNECTION PATTERN CONTINUES OR TE MAXIMUM UDL 651/FT (UNSUPPORTED SPAN) (ANY COMBINATION OF TV, MOUNT, AND SERVICES) MAXIMUM UNSUPPORTED SPAN 3M TRUSS PICKS MAY BE PLACED ANYWHERE ON THE SPAN AND TERMINATE THE END OF SPAN 118.11 [3000.00] MAXIMUM POINT LOAD 100# ITEM NO. PART NUMBER DESCRIPTION Ow. 1 HORIZONTAL TRUSS VERSATRUSS 200MMX50MM X LENGTH TO EXCEED 3M OR EQUAL 2 WEB CLEARANCE TRUSS PICK ESP Vr-1OT-600-UD X NO SUBSTITUTION 3 SUPPORT C"/CABLE WA 30 CLEAR ZNC PIAIED PROOF 00 PER X ASTM M13 OR APPROVED CARE CONIECIION 4 1UNDERSLUNG TV MOUNT ESP-Vr-10T-2001V X 5 1 rmm 1WJW VERSATRUSS INSERT x MAXIMUM VERTICAL LOAD PER CONNECTION 325# OVERHEAD ATTACHMENT BY OTHERS, SEE VT-1OT-600 RIGGING AND SAFE WORKING LOADS DRAWING FOR CONNECTION DETAILS FORWARD CONNE POINT TO BALANI MASS IDISIRIBuroRS� FTINESS Copyright Entertainment Structural Products 2015 99=U NLESS OTHERWISE SPECIFIED: NAME DATE DIMENSIONS ARE IN INCHES DRAWN T.O. 9/15/2014 (866) 725-6176 TOLERANCES: M•C 9/17/2014 602 FRONT ST. ESSINGTON, PA 19029 1/J2 CHECKED ANGULAR: MACH 1.25 BEND 1.5 ENG APPR. S.H. 10/10/2014 TITLE: THREE PLACE PLACE EDECNAL 1.005 MFG APPR. SUSPENDED UNDERSLUNG ROPRIETARY AND CONFIDENTIAL NTERPRET GEOMETRIC O.A. SYSTEIM THE INFORMATION CONTAINED IN THIS TOLERANCING PER COMMENTS: DRAWING IS THE SOLE PROPERTY OF VATERIAL SIZE IDWG. NO. REV ENTERTAINMENT STRUCTURAL PRODUCTS. ANY REPRODUCTION IN PART OR AS A I D IV MOUNT METHODS WHOLE WITHOUT THE WRITTEN PERMISSION ASSEMBLY DRAWING B OF ENTERTAINMENT STRUCTURAL PRODUCTS IS PROHIBITED. SCALE: 1:201 WEIGHT: ISHEET 3 OF 3 N TRUSS CONFIGURATION (SUSPENDED UNDERSLUNG SYSTEM) NOT TO SCALE RIGGING AND ASS"Y NOTES: 1) BALANCING TRUSS PICK MAY BE PLACED ANYWHERE ALONG THE TOP CHORD OF THE TRUSS WHERE IT DOES NOT INTERFERE WITH A WEB 2) TRUSS PICK SHALL NOT BE USED TO LATERALLY STABILIZE SUSPENDED LOADS AND SHALL ONLY BE LOADED AS SHOWN 3) USE OF THIS TRUSS PICK MAY RESULT IN DERATING OF THE SUPPORTED TRUSS MAX. POINT LOAD AS WELL AS THE UNIFORM DISTRIBUTED LOAD 4) DIFFERENT LOAD PATH CONFIGURATIONS AVAILABLE (CONSULT THE FACTORY) 5) STANDARD BODY MATERIAL (BARE 6061—T6 ALUMINUM WITH PLATED STEEL FASTENERS AND HARDWARE) ANODIZED FINISHES AVAILABLE (CONSULT THE FACTORY) 135' 600# MAX SAFE LOAD THIS INCLUDED ANGLE EITHER BALANCE HOLE l N0. PART NUMBER DESCRIP710N QTY. 1 VT-10T-600-UD-FMTP MACHINED BODY i 2 �PT-600-UD-FMTP_ i 3 CHAIlN INK/CA91 E TERMINATION CABLE CONNECTION 1 4 91274AI80 1 4-20 X 1-3/8 SHCS ALLOY PLATED 1 5 91274AI72 1/4-20 X 1 SHCS ALLOY PLATED 1 6 98306A918 3/BX1.25 ALLOY STEEL CLEVIS PINW/ RESTRAINT 1 5/16 PROOF CHAIN OR APPROVED CABLE CONNECTION SUITABLE FOR 3/8 PIN TORQUE 1/4-20 SHCS 25-30 IN —LB (2X) �02.00 OR 50MM TRUSS /5" SAFETY NOTES BOTH MAX POINT LOAD AND UNIFORM DISTRIBUTED LOAD RATINGS OF THE SUSPENDED TRUSS MAY BE DERATED AS A RESULT OF SINGLE TOP CHORD LOADING. CHECK WITH YOUR TRUSS MANUFACTURER UNLESS OTHERWISE SPECIFIED: AME DATE DIMENSIONS ARE IN INCHES DRAWN K.M. 6/10/2014 (866) 725-6176 TOLERNFRACTIA5:1 1/32 CHECKED M.C. 6/12/2014 602 FRONT ST. ESSINGTON, PA 19029 ANGULAR: MACH 1.25 BEND t.5 TWO PLACE DECIMAL }.OI ENG APPR. S.H. 6/15/2014 TITLE: VT-TOT-600-FW LOADING THREE PUCE DECIMAL 1.005 MFG APPR. M.C. 6/20/2014 AND RIGGING FOR UNEiALWED PROPRIETARY AND CONFIDENTIAL INTERPRET GEOMETRIC Q.A. M.C. 6/20/2014 SWAE VERTICAL FACE RIGGING THE INFORMATION CONTAINED IN THIS TOLERANCING PER COMMENTS: DRAWING IS THE SOLE PROPERTY OF MATERIAL AS NOTED SIZE DWG. N0. REV ENTERTAINMENT STRUCTURAL PRODUCTS. ANY REPRODUCTION IN PART OR AS A VT­D 10T00DFMTP-L�t D B FINISH WHOLE WITHOUT THE WRITTEN PERMISSION OF ENTERTAINMENT STRUCTURAL AS NOTED I RIGGING_RwB_a2052015 PRODUCTS IS PROHIBITED. SCALE: 1 :4 1 WRIGHT: ISHEET 1 OF 1 VT-10T-600-FTMP LOADING AND RIGGING FOR UNBALANCED SINGLE VERTICAL FACE RIGGING NOT TO SCALE � NOT TO SCALE \, NOT TO SCALE r i2 s O Planet Fitness 4 Liberty Lane West Hampton, New Hampshire 03842 Issue Sets No. I Issue Set I By I Date Appr. ARCHITECT J Daniel K. Mullin, Architect, NCARB 517 S Main St. Moscow, ID $3843 P. (208) 892.8433 F. (208) 892-8533 MEP ENGINEERS ::E Dave M. Saarem, P. E. 2188 Alfred Way CIO Carson City, NV 89703 P. (775) 772-9846 STRUCTURAL ENGINEERS Richard M. Welcher, P.E. Tatum Smith Wetcher Engineers, Inc. 3100 5 Market St, Suite 202 Rogers, AR 72758 P.(479) 621-6128 LU COPYRIGHT These plans are an instrument of service and are the property of DKMullin Architects, and may not be duplicated, disclosed, or reproduced without the written consent of DKMullin Architects. Copyright and infringement will be enforced and prosecuted. Project Manager Approval Architect/Engineer of Record Ir� >if0 �4 �5 Location 7910 GALL BLVD ZEPHYRHILLS, FL 33541 Project/Space No. Planet Fitness Tenant Improvement Sheet Title TV TRUSS MOUNTING DETAIL Scale: As Shown Project No. Drawn By: T.G. 191205 Chk'd By: T.G. Sheet Issue Date: A2. 2 APRIL 15, 2020 NOTE: SEE WIND DESIGN DATA/REQUIREMENTS ON $1.0 INDICATOR LOCK AT ALL TANNING do BEAUTY ANG ROOMS TYP., SEE HARDWARE SCHEDULE NOTES: 1. G.C. TO SUPPLY FURNISH AND INSTALL ALL DOOR AND WINDOW HARDWARE. 2. VERIFY ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. DOOR HARDWARE GROUP QUANTITY DESCRIPTION FINISH MANUFACTURER 1 Set Offset Pivot — Supplied By Door Manuf. 1 Each Narrow Stile Surface Vertical Rod Exit Device/Panic Hardware — Adams Rite 8200 Series 1 Each Pull — Architects Classic CO-12 1 Each Surface Applied Closer ADA Threshold _ Norton 1601 BF 1 Each 1 Each Brush Sweep — Supplied By Door Manuf. Supplied By Door Manuf. 1 Each Weather Strapping _ Supplied By Door Manuf. 1 Each Floor Mount Door Stop at Interior Vestibule Door Only Baldwin 4085 or equal 3 per Door Standard duty ball bearing, full mortise 626 Stanley 1 per Door Jupiter w/ Push Button Lock, #AL50PD 626 Schlage 2 1 per Door Floor/Door stop holder, #F20X US26D Glynn Johnson 1 per Door Deadbolt (Indicator) B571 Schlage 3 per Door Standard duty ball bearin , full mortise 626 Stanley 3 1 per Door Jupiter w/ Keyed Entry, AL70PD 626 Schlage 1 per Door Floor Door stop holder, F20X US26D Glynn Johnson 1 per Door Closer, #4041 Surface Type, Mounted on pull side 626 LCN 1 Set Standard duty ball bearing, full mortise 626 Stanley 1 Each Surface Top Vertical Rod Only Exit Device/ Panic Hardware — Adams Rite 8100 Series 4 1 Each Closer — Norton 1601 BF 1 Each Jupiter w/ Keyed Entry, #AL70PD 626 Shlage 2 per Door CS12X12BS Door Handle CS12x12BS CRL 1 Each 2 Way CRL Closure System O.H. US-28 CRL 5 1 Each 1 A Style Wedge Lock Door Sys. for 3/8" Glass US-28 CRL 1 Each 4" Tall Square Door Rail and Overhead Rail CRL DR4538 US-28 CRL NOTES: 1. All hardware to be Satin Chromium Plated. 2. Provide strike plate w/ lockset, typical. 3. Hardware Contractor to provide as part of his/her bid any incidental hardware items to complete the hardware specified and shall provide a list of such additional items with the bid, including cut sheets for all substituted items. 4. aQ to key d h da Uw oanw at Uw red of ilw job. M =a Mop oo filar = be wrsippW a n sht Door Schedule SIZE MATERIAL AL ALUMINUM MTL METAL W Z < BKA BLACK ANODIZED P PAINT BZA BRONZE ANODIZED SC SOLID CORE FF FACTORY FINISH Q � N N W N o CA CLEAR ANODIZED HC HOLLOW CORE �5 CY 3 i � REMARKS HM HOLLOW METAL O 5 3'-0" 7'-0" 1 3/4" MTL P — HM P 2 NR TBD BY TENANT Group 2 = TANNING Group 3 = STORAGE/JANITOR/ELECTRICAL/OFFlCE Group 1 = ENTRANCE Group 5 = BLACK CARD LOBBY O2 7 3'-0" 7'-0" 1 3/4' MTL P — HM P 3 NR TBD BY TENANT O3 1 6'-0" 7'-0" 1 3/4" AL — T AL — 1 NR TBD BY TENANT O4 1 6'-0" 7'-0" 1 3/4" — — T — — 5 NR TBD BY TENANT EX = EXISTING G.C. TO PROVIDE EXISTING EGRESS DOORS WITH APPROPRIATE PANIC HARDWARE AS REQ'D BY CODE _ 0 00 _ 0 00 O O VERIFY DOOR SWINGS ON VERIFY DOOR SWINGS ON PLANS PLANS 6'-0" EQ. EQ. O VERIFY DOOR SWINGS ON PLANS 6'-0" EQ. EQ. O VERIFY DOOR SWINGS ON PLANS FRAMELESS GLAZING SYSTEM Window Schedule SIZE MATERIAL AL ALUMINUM HM HOLLOW METAL F FACTORY FINISH MTL METAL � HC HOLLOW CORE P PAINT SWD SOLID WOOD BKA BLACK ANODIZED 3 U W = T TEMPERED BZA BRONZE ANODIZED CA c ANODIZED T o I 3 REMARKS 1 U.S. ALUMINUM OR 11'-11" 10'-7" T AL F *NEW STOREFRONT SYSTEM, SEE EXTERIOR ELEVATIONS) APPROVED EQUAL EA 1 NORTHEAST COLOR 4'-0" 4'-0" — CA F PLANET FITNESS LED WINDOW, G.C. TO PROVIDE POWER, SEE INTERIOR ELEVATIONS = = EXISTING 1. "T" INDICATES TEMPERED GLASS PANEL 2. VERIFY DOOR SWINGS ON PLANS 3. HARDWARE FURNISHED AND INSTALLED BY CONTRACTOR 4. FINISHES TO MATCH EXISTING GLAZING/FRAMING 5. FIELD VERIFY EXISTING OPENINGS 6. WINDOWS SHALL BE BID AS DUAL GLAZED, 4-1/2" FRAME * See Sheet A1.0 Floor Plan and Sheet A4.0 Elevations 11'-11"t V.I.F. 2'-11 1/2" 60_00 2'-11 1/2" SEE DOOR TYPE 3 o T T 0 r O 4'—O" CiD PLANET FITNESS LED WINDOW, G.C. TO PROVIDE POWER 0 EGRESS CORRIDOR 119 III NOTE: G.C. TO CONFIRM RACEWAYS WITH EQUIPMENT MANUFACTURER PRIOR TO MANUFACTURING —I 101 CIRCUIT TRAINING 10-2 n LL l73b EQL E075b aoaa EQ71 E22 oa a 4 E13 I #118 EX / (E) SPRINKLER E / RISER ABS & STRETCHING _ 103A 2 FIRE � X :711 E29 r_ O RECEPTION AV R 1HYDROMASSAGE 116 112A #115B I I I I 0 -- 0 — 0 — 0 - - ----- 2 NOTE: WHERE EXISTING STOREFRONT GLAZING TO REMAIN, PROTECT DURING CONSTRUCTION 91 NOTE: ELECTRICAL CONTRACTOR TO PROVIDE TANNING UNIT SUBMITTALS PRIOR TO BID AND INSTALL AND VERIFY EXACT TANNING UNIT SPECIFICATIONS WITH TENANT EN'S LOCKER NOTE: G.C. TO PROVIDE SOLID BLOCKING IN ALL WALL MOUNTED FIXTURES, BRACKETS, GRAB BARS, ALL ADA BENCHES, TYP. the il r A Planet Fitness 4 Liberty Lane West Hampton, New Hampshire 03842 Issue Sets No. I Issue Set I By I Date I Appr. ARCHITECT J Daniel K. Mullin, Architect, NCARB 517 S Main St. Moscow, ID 83843 P. (208) 892-8433 F. (208) 892-8533 MEP ENGINEERS ::E Dave M. Saarem, P.E. 2188 Alfred Way co Carson City, NV 89703 P. (775) 772-9846 V) STRUCTURAL ENGINEERS Richard M. Welcher, P.E. Tatum Smith Welcher Engineers, Inc. 3100 S Market St, Suite 202 Rogers, AR 72758 P. (479) 621-6128 W COPYRIGHT These plans are an instrument of service and are the property of DKMullin Architects, and may not be duplicated, disclosed, or reproduced without the written consent of DKMullin Architects. Copyright and infringement will be enforced and prosecuted. Project Manager Approval Architect/Engineer of Record l `tea, to ' Location 7910 GALL BLVD ZEPHYRHILLS, FL 33541 Project/Space No. Planet Fitness Tenant Improvement Sheet Title EQUIPMENT PLAN Et DOOR/WINDOW SCHEDULE Scale: As Shown Project No. Drawn By: C.W. 191205 ChWd By: T.G. Sheet Issue Date: APRIL 15, 2020 A3. 0 I EQUIPMENT SCHEDULE (IMPORTANT NOTE: EQUIPMENT SUBJECT TO CHANGE. G.C. TO CONFIRM EQUIPMENT WITH TENANT PRIOR TO CONSTRUCTION) T = TENANT E = EXISTING L = LANDLORD GC GENERAL CONTRACTOR M = MANUFACTURER OR SUPPLIER V = VENDOR NA = NOT APPLICABLE x Q z � v ITEM DESCRIPTION MANUFACTURER/ SERIES MODEL NUMBER m = z >- m ¢ Z SIZE w �:: W� Ld Z' :_ X �►1 �3 o J x S CARDIO EQ1 b 36 TREADMILL 900 MHZ MATRIX T5X-4PL-PF T M 29.2" 1 70" 68.5" 442LBS 400LBS EQ2b 24 ELLIPTICAL 900 MHZ MATRIX E5X-4PL-PF T M 29.2" 1 70" 68.5" 398LBS 400LBS EQ3b 10 ARC TRAINER ASCENT 900 MHZ MATRIX A5X-4PL-PF T M EQ5b 6 CLIMBMILL 900 MHZ STEPMILL MATRIX C5X-4PL-PF T M 33.5" 65" 83.5" 370LBS 400LBS EQ6b 2 ROWER MATRIX ROWER-5PL-PF T I M 21.5" 1 87.6" 38.9" 1 121 LBS 350LBS E07b 5 RECUMBENT BIKE 900 MHZ MATRIX RX5-4PL-PF T M 1 26" 1 67" 51.5" 211LBS 400LBS E08b 5 UPRIGHT BIKE 900 MHZ MATRIX U5X-4PL-PF T M 25.7" 59.2" 55.1" 195.3LBS 400LBS E09a 1 RECUMBENT STEPPER Sam STEPONE SONE04-PF-4PIL-PF T M 30" 68" 48" 273LBS EQ10a 1 UPPER BODY ERGOMETER SCIFIT PRO1000 PR01033-PF-4PIL-PF T M 30" 61" 62" 215LBS * MATRIX RECEIVER I MATRIX MC3R-98XK-PF T M STRENGTH EQ20b 3 10-PAIR DUMBELL RACK MATRIX AURA G3FW91-5PL-PF T M 27.8" 110.9" 32.4" 287LBS EQ21 b 1 ADJUSTABLE DECLINE BENCH MATRIX AURA G3FW83-5PL-PF T M 24.0" 63.4" 33.5" 84LBS EQ22b 9 FLAT ADJ. MULTI -ADJUSTABLE BENCH MATRIX MG-A82-5PL-PF T M 30.6" 59.7" 17.8" 121.5LBS 350LBS EQ23b 3 FLAT BENCH MATRIX AURA G3FW81-5PL-PF T M 27.0" 61.5" 16.9" 57LBS EQ24b 5 1 MG SMITH MACHINE MATRIX MGPL62-5PL-PF T M 91.0" 60.5" 91.0" 507LBS 350LBS EQ25b 1 PLATED LEG PRESS MATRIX MAGNUM MGPL70-5PL-PF T I M 59.5" 90.0" 52.5" 657LBS 350LBS EQ26b 3 TOWER - AURA 4 SIDED CABLE TOWER MATRIX AURA G3-MS-5PL-PF T M 145.6" 66.1" 99.2" 2200LBS EQ27a 1 HAMMER BARBELL RACK LIFEFITNESS FWBAR T M I 142LBS EQ28a 1 BEAUTY BELL RACK AMERICAN BARBELL DBB T M E029b 1 OLYMPIC WEIGHT TREE MATRIX AURA G3FW94-5PL-PF T M 22.4" 34.2" 42.4" 100LBS EQ30a 1 ACCESSORY RACK AMERICAN BARBELL AT-SET-ST T M 24" 24" 36" EQ31b 10 DUAL ADJ. P. FUNCTIONAL TRAINER STD STACK I MATRIX -VFT NA NA 63 44" 93.5" 1 782LBS SELECTORIZED E040b 2 1 LEG PRESS MATRIX ULTRA G7S70-5PL-PF T M 43.5" 81.2" 43.5" 891 LBS E041 b 2 LEG EXTENSION MATRIX ULTRA G7S71-5PL-PF T M 47.3" 61.0" 51.0" 646LBS E042b 2 SEATED LEG CURL MATRIX ULTRA G7S72-5PL-PF T M 46.7" 58.7" 51.0" 6661BS 300LBS EQ43b 1 CALF EXTENSION MATRIX ULTRA G7S77-5PL-PF T M 44.8" 58.7" 58.9" 575LBS EQ44b 1 PEC FLY REAR DELTOID MATRIX ULTRA G7S22-5PL-PF T M 54.1" 56.4" 77.6" 726LBS EQ45b 2 CONVENTIONAL CHEST PRESS MATRIX ULTRA G7S13-5PL-PF T M 57.6" 59.0" 51.0" 656LBS EQ46b 2 DIV. LAT PULLDOWN MATRIX ULTRA G7S33-5PL-PF T M 59.8" 61.0" 77.5" 878LBS EQ47b 2 DIV. SEATED ROW MATRIX ULTRA G7S34-5PL-PF T M 56.2" 62.3" 51.0" 685LBS EQ48b 2 OVHD. PRESS CONY. SHOULDER PRESS MATRIX ULTRA G7S23-5PL-PF T M 56.9" 65.6" 65.1" 827LBS EQ49b 1 INDEP. BICEP CURL MATRIX ULTRA G7S40-5PL-PF T M 62.8" 54.2" 51.0" 554LOS EQ50b 1 BICEP CURL ARM CURL MATRIX AURA G3S40-5PL-PF T M 42.8" 48.1" 59.3" 502LBS EQ51 b 1 TRICEPS PRESS MATRIX ULTRA G7S42-5PL-PF T M 47.7" 48.8" 53.0" 673LBS EQ52b 1 TRICEPS EXTENSION MATRIX AURA G3S45-5PL-PF T M 42.7" 46.2" 59.3" 491 LBS E053b 1 IABDOMINAL STD STACK MATRIX ULTRA G7S51-5PL-PF T I M 55.7" 53.8" 65.8" 230LBS EQ54b 1 ABDOMINAL CRUNCH MATRIX AURA G3S51-5PL-PF T M 44.2" 56.2" 59.3" 405LBS EQ55b Z BACK EXTENSION MATRIX ULTRA G7S52-5PL-PF T M 47.1" 57.2" 51.0" 623LBS SPECIALTY EQ60b 1 DIP CHIN ASSIST - AURA MATRIX AURA G3S60-5PL-PF T M 47.9" 46.3" 90.8" 505LBS E061 b 2 HIP ABDUCTOR MATRIX ULTRA G7S75-5PL-PF T M 50.6" 67.9" 51.0" 598LBS EQ62b 2 HIP ADDUCTOR MATRIX ULTRA G7S74-5PL-PF T 6" 67.9" 51.0" 598LBS EQ63b 1 GLUTE MATRIX ULTRA G7S78-5PL-PF T LM-3 0" 80.2" 53.9" 501LBSEQ64b 1 TORSO ROTATION ROTARY TORSO MATRIX ULTRA G7S55-5PL-PF T 1" 44.9" 54.7" 537LBS 30 MINUTE CIRCUIT EQ70b 1 COW. CHEST PRESS STD STACK MATRIX SA VS-S13-5PL-PF T M 53.0" 54.9" 65.8" 230LBS EQ71 b 1 LEG PRESS STD STACK MATRIX RSA VS-S70-5PL-PF T M 40.3" 91.5" 65.8" 415LBS EQ72b 1 PULL DOWN DIV. LAT PULLDOWN MATRIX SA -S33-5PL-PF T M 59.1" 61.2" 74.0" 230LBS EQ73b 1 COW. SHOULDER PRESS STD STACK O.H. PRESS MATRIX SA VS-S23-5PL-PF T M 56.6" 67.3" 80.1" 230LBS EQ74b 1 SEATED LEG CURL STD STACK MATRIX RSA VS-S72-5PL-PF T M 44.6" 69.7" 65.8" 575LBS EQ75b 1 BICEP CURL STD STACK MATRIX RSA VS-S40-5PL-PF T M 50.0" 48.0" 65.8" 200LBS EQ76b 1 I EXTENSION TRICEPS PRESS MATRIX RSA VS-S42-5PL-PF T M 42.3" 62.1" 65.8" 230LBS EQ77b 1 LEG EXTENSION STD STACK MATRIX RSA -S71-5PL-PF T M 50.7" 72.3" 65.8" 514LBS EQ78b 1 ROW DIV. SEATED ROW STD STACK MATRIX SA VS-S34-5PL-PF T M 39.1" 54.2" 65.8" 590LBS EQ79b 1 AB ABDOMINAL STD STACK I MATRIX RSA -S53-5PL-PF T M 55.7" 53.8" 65.8" 230LBS EQ80b 110 STEP-UP PLATFORM W HANDLE I MATRIX MAGNUM FW MG-SUP-5PL-PF T M 16" 36 49" 75LBS ABS Et STRETCHING EQ90b 1 LEG DIP AB LEG USE VKR MATRIX MAGNUM MG-A63C-5PL-PF T M 1 43" 53" 96" 265LBS EQ91 b 1 BACK 45 BACK EXTENSION BENCH MATRIX AURA G3FW52-5PL-PF T M 30.1 " 48.1 ` 34.2" 135LBS EQ92a 2 ABS BENCH THE ABS COMPANY TAB01-P T M 175LBS EQ93a 1 AB COASTER ABCOASTER CTL-P T M 150LBS EQ940 2 PRECOR STRETCH PRECOR C240i 5PL-PF T M 210LBS EQ95b 1 AB. GRADUATED STACK MATRIX -S53-PH-5PL-PF T M 55.7" 53.8" 65.8" 230LBS EQ96o 2 TARGET ABS THE ABS COMPANY TGT-P T M 85LBS EQ97a 0 TRUESTRETCH TRUEFITNESS 80OSS NA NA 180LBS EQ98a 0 STRETCHING BARS - - NA NA EQ99a 0 ELEVATE CORE - ADJUSTABLE I TOTAL GYM 6000-Bl NA I NA 72" 33" 51" 88LBS 400LBS PF 360 EQ103al 1 IPF360XS W ROPE PULL I UFEFITNESS PF360XS-RP-PF T I M I I 1 99" 11,095LBS 1 PF360XS - ACCESSORIES I LIFERTNESS PF360XS-RP ACCMIESI T I M MTS EQ110 0 MTS AB LIFERTNESS MTSAB-PF NA NA 530LBS E0111 0 CABLE CHEST PRESS LIFERTNESS MTSCP-PF NA I NA 765LBS EQ112 0 CABLE SHOULDER PRESS INCLINE PRESS LIFERTNESS MTSIP-PF NA NA 765LBS EQ113 '0 CABLE TAT PULLDOWN LIFERTNESS MTSFP-PF NA NA 545LBS EQ114 :! 0 CABLE ROW REAR DELTOID LIFEFITNESS 'MTSRW-PF NA NA 760LBS EQ115 0 ISHOULDER PRESS IUFEFITNESS MTSSP-PF NA NA1 I I I 520LBS ACCESSORY STORAGE EQ140a 1 EXERCISE_ BALL RACK - 6 BALL STABILITY RACK MATRIX ZIVA CORE-FIT'6R-SR-PF T M EQ141a 0 PRECOR C STORAGE W PF175-6 ACC PRECOR PC'175-6 5PL-PF NA NA 0 PRECORSTORAGE ACCESSORIES PRECOR QF175-6 ACC NA NA EQ1430' 0 S3 - CoF�'E BAY USE FOR 1ST BAY SYN CORE-PF NA NA E0143b, O S3 -(::;?I?E BAY WITH 1 S3 - ADDER BAY SYN ,3 10RE-PF,/S3 ADD-Pf NA NA EQ143c' 0 S3 - C!:I?E BAY WITH 2 S3 - ADDER BAY SYN :3 CO!RE-PF/S3 ADD-PF NA NA 0 S3 - ACCESSORIES SYN ACC NA NA 0 HAND FO6AP - I a.L!!_-HP-F'F NA NA 0 ELECTRIC PUMP - I',',[.'_�EP�-PF NA NA PLUMBING / ELECTRICAL EQUIPMENT SCHEDULE (IMPORTANT NOTE: EQUIPMENT SUBJECT TO CHANGE. G.C. TO CONFIRM EQUIPMENT WITH TENANT PRIOR TO CONSTRUCTION) T = TENANT E = EXISTING L = LANDLORD GC = GENERAL CONTRACTOR M = MANUFACTURER OR SUPPLIER V = VENDOR NA = NOT APPL i,ABLE x } z a U' ITEM DESCRIPTION MANUFACTURER MODEL NUMBER m w z ix U_ m o a Z SIZE SHOWER HEAD/ FAUCET TYPE/ STYLE REMARKS N LJ p Li = BLACK CARD AREA El 0 TANNING BED AND FAN ERGOLINE AFFINITY 500 NA NA1 93" 56" 53" 1 TON MIN. DEDICATES PER ROOM, G.C. TO PROVIDE ELECTRICAL REQQ''DD AND COORD. INSTALL W/ EQUIPMENT VENDORS Eta 2 TANNING BED AND FAN ERGOLINE PASSION 40 3 T M 89" 48" 49" E2b E3o 0 2 HYBRID TANNING BED AND FAN UPRIGHT TANNING BED AND FAN ERGOUNE ERGOUNE PLANET FITNESS 42 4 SUNRISE 480 NA T NA M 95" 47" 57" 46" 52" 77" E3b 1 IHYBRID UPRIGHT TANNING BED AND FAN ERGOLINE SUNRISE 7200 T M 49" 57" 91" E4 0 1 BEAUTY ANGEL ERGOUNE BEAUTY ANGEL NA NAI 47" 46" 77" E5 2 MASSAGE CHAIR SET PLANET FITNESS - T M WITH INTERNAL COOLER, G.C. TO PROVIDE ELECTRICAL REQ'D AND COORD. INSTALL W/ EQUIPMENT VENDORS E6 0 MASSAGE BED HYDROMASSAGE HP340 NA NA 37.5" 94" 24" E7 4 MASSAGE LOUNGE HYDROMASSAGE 440X 45OX SERIES T M 32" 90" 42" MAIN WORKOUT AREA E10 0 CUSTOM WORKOUT MIRROR BOX BY G.C. CUSTOM NA NA 96" T.B.D. 72" G.C. TO PROVIDE POWER AND SOLID BLOCKING Ell * CONTINUOUS FLAT MIRROR CUSTOM CUSTOM GC GC 186'-3" T.B.D. 60" G.C. TO VERIFY TYPE W TENANT & PROVIDE SOLID BLOCKING E12 1 BEVERAGE COOLER TRUE GDM-49RL-HC-LD T M 54.13" 33.5" 78.63" REAR LOADING, CONTACT TRUE DIST. TO VERIFY EXACT DIM. E13 26 55" LCD TV LG TBD BY TENANT T M G.C. TO PROVIDE POWER & AV CABLE E14 2 43" LCD TV LG TBD BY TENANT T M G.C. TO PROVIDE POWER & AV CABLE E15 4 COMPUTER TWIN OAKS - T T G.C. TO PROVIDE POWER & DATA E16 0 RADIANSE COMPUTER KIOSK RADIANSE - NA NA G.C. TO PROVIDE POWER E17 1 PRINTER - - T T G.C. TO PROVIDE POWER E18 * PHONES - - T T G.C. TO COORDINATE QUANTITY WITH TENANT E19 1 T-MAX TIMER T-MAX - T T G.C. TO PROVIDE POWER & VERIFY REQ'D W MANUFACTURER E20 1 SOUND SYSTEM ADIRONDACK - T M 12" 20" 9" G.C. TO PROVIDE POWER E21 1 LUNK ALARM GRAPHICS COMPANY - T GC G.C. TO PROVIDE POWER & VERIFY HEIGHT W TENANT E22 1 30 MINUTE CLOCK CED NATIONAL CTT-4P T GC - - - G.C. TO PROVIDE POWER & VERIFY HEIGHT W TENANT E24 0 SURVEILLANCE CAMERA TBD BY TENANT - NA NA E25 1 96"x96" MISSION LIGHT BOX NORTHEAST COLOR PF9605 PF1225BL T GC G.C. TO PROVIDE POWER & VERIFY HEIGHT W TENANT E26 0 96"x48" MISSION LIGHT BOX NORTHEAST COLOR PF9601 PF1200BL NA NA G.C. TO PROVIDE POWER & VERIFY HEIGHT W TENANT E27 * STEEL ELECTRICAL RACEWAY BLACK STARLINE PIRFIT GC GC 6" 2.125" G.C. TO VERIFY LENGTH & ALL REQ'D ACC, W MANE. SPECS. E28 1 65" LCD TV WALL -MOUNT VERTICAL DISPLAY VERIFY W TENANT VERIFY W TENANT T M 61" - 34" G.C. TO PROVIDE POWER, ETHERNET AND SOLID BLOCKING E29 * STRETCHING MATS - - T M - - - PROVIDED AND INSTALLED BY TENANT MISCELLANEOUS ITEMS M1 * LOCKERS HOLLMAN - T M 12" 1 20" 72" 57o MINIMUM TO BE ACCESSIBLE M2 * WALLET LOCKERS HOLLMAN - T M 12" 15" 60" 5% MINIMUM TO BE ACCESSIBLE M3 0 WALLET LOCKERS W/ USB HOLLMAN - NA NA 12" 15" 60" 5% MINIMUM TO BE ACCESSIBLE G.C. TO PROVIDE POWER M4 * BUILT-IN LOCKER ROOM BENCH CUSTOM CUSTOM GC GC * * * TO BE COMPLIANT W ICC ANSI A117.1-2003 SECTION 903 M5 I 0 LOCKER ROOM BENCH WABASH/ HOLLMAN SG307D/ GT915 NA I NA I TO BE COMPLIANT W ICC ANSI Al17.1-2003 SECTION 903 M6 10 1ACCESSIBLE LOCKER ROOM BENCH WABASH SG406D-ADA NA NA1 SEE SHEET A5.0 M7 2 JACCESSIBLE CHANGING ROOM BENCH HOLLMAN OSLO BUTCHER BLOCK GC GC 48" 20" 18" SEE SHEET A5.0 PLUMBING ACCESSORIES Pi * COAT/TOWEL HOOK ERWYN 68514 GC GC P2 0 CHANGING ROOM SHELF RESTORATION HARDWARE - GC GC I G.C. TO PROVIDE SOLID BLOCKING P3 2 36" GRAB BAR BOBRICK B-6806 x 36 GC GC 36" P4 2 42" GRAB BAR BOBRICK B-6806 x 42 GC GC 42" P5 4 18" GRAB BAR VERTICAL BOBRICK B-6806 x 18 GC GC 18" P6 2 HORIZONTAL TWO -WALL BAR BOBRICK B-6861 GC GC 36" G.C. TO PROVIDE SOLID BLOCKING P7 0 SOAP DISPENSER, DECK MOUNT ONESHOT 401310 GC GC 4" 5.5" G.C. TO PROVIDE POWER, GFI P8 6 SOAP DISPENSER, WALL MOUNT TBD BY TENANT - T GC - - - G.C. TO PROVIDE POWER, GFI P9 6 ELECTRONIC HAND DRYER NEWTON DIST. CO. XLERATOR P.F. GC GC 11.75" 6.75" 12.75" 1 G.C. TO PROVIDE POWER GFI P10 0 PAPER TOWEL DISPENSER GEORGIA PACIFIC AUTO DISPENSER NA NA - - - G.C. TO PROVIDE SOLID BLOCKING Pll 6 OVAL LIT MIRROR NATL ENERGY AND LIGHT PFLEDMIRROR28X42 GC GC 1 27" 2.5" 36" G.C. TO PROVIDE POWER AND SOLID BLOCKING P12 8 SHOWER CURTAIN ROD BRADLEY 9538 GC GC PLUMBING FIXTURES P20 6 ADA ELONGATED WATER CLOSET (WAILL MOUNT) KOHLER K-84325-0 (VERIFY W/ TENANT) GC GC TOTO TETILA FLUSH VALVE 0.128 GPF, SEE PLUMBING WHITE FIXTURE W/TOTO ECOPOWER, G.C. TO PROVIDE HEAVY DUTY 500# CARRIERS: FOR BACK TO BACK TOILETS PROVIDE ZURN ZN1201-ND4 EZCARRY FOR BACK TO BACK TOILET AND URINAL PROVIDE ZURN Z1221 FOR URINAL AND Z1201-NR4 SELECT APPROPRIATE OPTIONS FOR 24" WALL CAVITY P21 ADA ELONGATED WATER CLOSET, 0 PRESSURE ASSIST (FLOOR MOUNT) KOHLER K-3531 (VERIFY W/ TENANT) NA P22 2 URINAL WAIL HUNG ( ) KOHLER K-5016-ET-0 GC GC USE TOTO.1 TEU PF, URINAL FLUSH USE VALVE 0.125 GPF, SEE PLUMBING PROVIDE STAINLESS STEEL DRAIN COVER SEE BLOCKING, , PROVIDE CARRIER AS DESCRIBED IN P20 REMARKS P23 AVA OVA , (SNADINLESS ERMOUNT) 6 LAVATORY ADAP24 KOHLER K-2602-SU-NA GC GC 23.2" 15.25" 6.25" W FAUCET: TMV,SEEP TOTO EL105,MBING FINISH: #CP A CW/TESSORY W WER,SING.C. TO VERIFY SIZE. ORDER AS 2 LAVATORY (SINGLE COMPARTMENT) ADA SQUARE, ATREOUS CHINA KOHLER K-1997-0 NA NA 19.75" 21" 6" FAUCET. TOTO TEL105, FINISH: JCP W/TMV, SEE PLUMBING. W/TOTO ECOPOWER, G.C. TO VERIFY SIZE. ORDER AS ACCESSORY W SINK P25 6 SHOWER' _ CUSTOM CUSTOM GC GC - - SHOWER HEAD: DELTA 17230, SEE PLUMBING P26 _ 2 ACCESSI:![.I: SHOWER CUSTOM CUSTOM GC GC - - SHOWER HEAD: (1) DELTA T13H153, AND (1) DELTA JT17230, SEE PLUMBING P27 2 FOLDING AC L;:'316LE SHOWER SEAT GRAB BAR SPECIALISTS 62-PH34501WLEG GC GC _ _ _ FOLDING ADA SHOWER SEAT WITH 4 LEGS, PHENOLIC WHITE FINISH P28 8 RECESSF1, A!',IPO0 SHELF SCHLUTER KERDI-BOARD-SN 12X12 GC GC 12" 3 1 2" 12" G.C. TO VERIFY ROUGH OPENING PRIOR TO FRAMING P29 2 NOP si�< ("l:)OR MOUNT FLORESTONE MSR 2424 GC GC 24" 24" 10" FAUCET: SPEAKMAN SC-5811 P30 2 it LOW _. a <i��k_' VG FOUNTAIN STAINLESS STEEL ELKAY EMABFTL8WSLK EZH2O GC GC ADA COMPLIANT P31 0 d"JE R HEATERS A.O. SMITH DRE-120-18 NA NA 100 GALLON TANK SEE PLUMBING P32 _=LECTRIC 0 SAS WPI"'Is NEATER S A.O. SMITH BTH-199 NA NA1 100 GALLON TANK SEE PLUMBING P33 3 SAS WAT = !4:gTER S _ _INEAR '11R1:1C.I- DRAIN 2 'FLOOR ',t' i T") NAVIEN NPE-240A GC GC UTILIZE EZ CONNECT CABLE INSTANT GAS HOT WATER HEATER, SEE PLUMBING P34 WATTS -DEAD LEVEL P P17-CO-SP-FG-SS GC GC 17 6 6 " HORIZONTAL PATTERN G.C. TO VERIFY LENGTH, QUANTITY OF HORIZONTAL LINEAR DRAIN COVER, DRAIN SIZES AND SPACER SIZES REQ'D 6" WIDE "SP" STAINLESS STEEL GRATING, G.C. TO VERIFY DRAIN SIZES REQ'D P35 1 WASHER.- [);:r'E:; (COMBINED) HILLYARD OATEY CRPSMARTCLEAN Microfiber Washer 42721 GC GC GC GC 22" 22" 36" 131b CAPACITY, G.C. TO PROVIDE POWER & VERIFY MAKE AND MODEL W/ TENANT PRIOR TO ORDERING FLOOR SINK TO SERVE HOT WATER HEATER T&P RELIEF LINE P36 1 'FLOOR SI'VI< Planet Fitness 4 Liberty Lane West Hampton, New Hampshire 03842 Issue Sets No. I Issue Set I By Date Appr. ARCHITECT J Daniel K. Mullin, Architect, NCARB 517 S Main St. Moscow, ID 83843 P. (208) 892.8433 F. (208) 892-8533 MEP ENGINEERS :::E Dave M. Saarem, P.E. 2188 Alfred Way Carson City, NV 89703 P. (775) 772-9846 STRUCTURAL ENGINEERS (_ Richard M. Welcher, P.E. (� Tatum Smith Welcher Engineers, Inc. 3100 S Market St, Suite 202 Rogers, AR 72758 P. (479) 621-6128 W COPYRIGHT These plans are an instrument of service and are the property of DKMullin Architects, and may not be duplicated, disclosed, or reproduced without the written consent of DKMullin Architects. Copyright and infringement will be enforced and prosecuted. Project Manager Approval Architect/Engineer of Record Location 7910 GALL BLVD ZEPHYRHILLS, FL 33541 Project/Space No. Planet Fitness Tenant Improvement Sheet Title EQUIPMENT SCHEDULE Scale: As Shown Drawn By: C.W. Chk'd By: T.G. Issue Date: APRIL 15, 2020 Project No. 191205 Sheet A3. 1 1 OL T.O. STOREFRONT PARAPET LEASE LINE T.O. PARAPET_ 13 ot T.O. STOREFRONT OPENING 110 -2 ot FINISH FLOOR 100 -0 NOTE: EXTERIOR SIGN VENDOR TO PROVIDE SHOP DRAWINGS AND PERMIT(S) AS REQ'D. G.C. TO PROVIDE POWER AND COORDINATE INSTALLATION WITH SIGN MANUFACTURER (E) EXTERIOR ROOFING TO REMAIN, TYP. .rtmFrin ilm■i■■�■i ®®■■■■■■■■■■■ ®® ■■■�■�1 D2INTERIOR ELEVATION @ STOREFRONT 1 /4" = 1'-0" NOTE: GENERAL CONTRACTOR TO COORD. CEILING TILES TO MATCH FLOOR 11LES IN BLACK CARD SPA (TANNING / BEAUTY ANGEL / MASSAGE / HYDROMASSAGE ,.L: U � � c 41 o I m od d=.! La te o 8 p W v �- _ S2 ad = ad of Co N (E) EXTERIOR FINISHES TO REMAIN, TYP. NOTE: G.C. TO VERIFY WAINSCOT SUPPLIER PRIOR TO FRAMING PARTIAL HEIGHT WALLS AND ADJUST DIMENSION AS NEEDED TO ACCOMMODATE WAINSCOT DIMENSION NOTE: G.C. IS RESPONSIBLE FOR THE INSTALLATION OF ALL INTERIOR SIGNS. NOTE: WALL COVERING TO BE APPLIED SO +I THAT GEAR PATTERNS LINE UP AROUND CORNERS & BETWEEN TRANSITIONS. r- NOTE: RUBBER BASE TO BE PURCHASED IN ROLLS AND APPLIED WITHOUT BREAKS ALONG EACH WALL NEW LED ILLUMINATED CHANNEL LETTER SIGN. REMOVE (E) TILE SIGNAGE BACKGROUND 2 SIGN MANUF. TO PROVIDE SHOP DRAWINGS AND AND APPLY NEW STUCCO FINISH AT 3 4 PERMIT(S) AS REQ'D. G.C. TO PROVIDE POWER SIGNAGE BACKGROUND AREA, FINISH TO AND COORD. INSTALLATION w/SIGN MANUF. MATCH ADJACENT CONDITIONS LF17- I I F_E�17Z-LT- Al 11 11 \ I LEASE LIN9 . w, p net0 - f:Lt e Sq '.'Illy. EXPOSED ROOF STRUCTURE TO BE PAINTED WHITE P-8 o� I 00 i�■■■■■■s.■■■i■■■■�■■■■■�. �■■■■�■■■■ KNOX-BOX TO BE INSTALLED T 5'-6" A.F.F. ® NEAREST WALL SURFACE ADJACENT TO FRONT ENTRANCE, G.C. TO REGISTER AND COORD. KNOX- OX INSTALLATION W/ FIRE DEPARTMENT (www.knoxbox.co ) 0 I CV li Y o -Fi CD c d= ad o o _ /� 'o1 °d S-1 N I LO T T T �i RB-1 MT-1 (N) STOREFRONT DOORS (E) STOREFRONT GLAZING TO INTERIOR ELEVATION @ STOREFRONT B LUNK ALARM AND GRAPHIC BY OWNER, INSTALLED BY G.C., CONFIRM HEIGHT/ PLACEMENT W/ OWNER PRIOR TO INSTALLATION O CONTINUOUS FLAT MIRROR, TYP. INTERIOR ELEVATION @ NO CRITICS WALL 1 /4" = 1'-0" I LO LIGHTED PLANET FITNESS SIGN, G.C. TO PROVIDE POWER EXPOSED ROOF STRUCTURE TO BE PAINTED WHITE P-8 REMAIN, TYP. NOTE: ALL WALL GRAPHICS ARE SHOWN FOR INTENT, LOCATION, AND APPROXIMATE SCALE PURPOSES ONLY. FINAL SIZES, LOCATIONS, MOUNTING HEIGHTS, COLORS, ETC.. NEED TO BE FIELD VERIFIED BY TENANT AND COORDINATED WITH GRAPHIC SUPPLIER. 0 *07TO7 WC-13 MIJ net fa$ness no no no 0 I O e o CI V RB-1 MT - In 1 RB-1) ( MT-1 D NOTE: VERIFY ALL PAINT COLORS WITH TENANT PRIOR TO PAINTING WALLS. the Planet Fitness 4 Liberty Lane West Hampton, New Hampshire 03842 Issue Sets No. lissueSet I By 1Date1Appr.1 ARCHITECT J Daniel K. Mullin, Architect, NCARB 517 S Main St. Moscow, ID 83843 P.(208) 892.8433 F. (208) 892-8533 MEP ENGINEERS Dave M. Saarem, P. E. 2188 Alfred Way Cal Carson City, NV 89703 P. (775) 772-9846 STRUCTURAL ENGINEERS Richard M. Welcher, P.E. Tatum Smith Welcher Engineers, Inc. 3100 S Market St, Suite 202 Rogers, AR 72758 P.(479) 621-6128 COPYRIGHT These plans are an instrument of service and are the property of DKMullin Architects, and may not be duplicated, disclosed, or reproduced without the written consent of DKMullin Architects. Copyright and infringement will be enforced and prosecuted. Project Manager Approval Architect/Eneineer of Record h,7 , l y_ M1A f nn (V ,da,�` _Z�•Zd 10 Location Li7910 GALL BLVD CD ZEPHYRHILLS, FL 33541 oA NLO —1 c _► Project/Space No. Planet Fitness Tenant Improvement �o cd o m LO Sheet Title O m EXTERIOR/INTERIOR ELEVATIONS Scale: As Shown Project No. Drawn By: S.C. 191205 Sheet Chk'd By: T.G. Issue Date: A490 APRIL 15, 2020 t-1 10. _ NOTE: GENERAL CONTRACTOR TO COORD. CEILING TILES TO MATCH FLOOR TILES IN BLACK CARD SPA (TANNING / BEAUTY ANGEL / MASSAGE / HYDROMASSAGE NOTE: WALL COVERING TO BE APPLIED SO THAT GEAR PATTERNS LINE UP AROUND CORNERS & BETWEEN TRANSITIONS. NOTE: RUBBER BASE TO BE PURCHASED IN ROLLS AND APPLIED WITHOUT BREAKS ALONG EACH WALL D 2 EXPOSED ROOF STRUCTURE TO BE PAINTED WHITE QD GYP. BD. GEAR F GYP. BD GEAR GYP. BD GEAR SOFFIT p_gSOFFIT P_9 F SOFFIT 2-9 ar "N Planet Fitness 4 Liberty Lane West u_ Hampton, New Hampshire 03842 >: ,+,I z GYP. BD. EYEBROW SOFFIT WC-07 P-3 P-3 P-1 FOR PAINT FINISH, PURPLE ON FACE, BOTTOM TO BE is CD " ;1, PEN T0- WHITE TO—/ PEN T0- od BEYOND S_1 BEYOND S-1 BEYOND -I 0 o O o ca �- m o ad Cd tj 1+,�E M m O a m MT-1 RB-1 TO CIRCUIT TRAINING TO PF360 RB-1 MT-1 TO ABS & STRETCHING 102 #103B #103A ACCESS. LOCKER, PROVIDE J TO MEN'S LOCKER 1 RB-1 MT-1 QUANTITY 5% MIN. OF EACH TYPE ENTRY TO BE ACCESSIBLE PER CODE _WALLET LOCKERS BY TENANT, SEE A3.0 A4.3 FRAME WITH 1 X4 TRIM FOR BLACK PAINT P-5 n INTERIOR ELEVATION @ LOCKER ROOM & RECEPTION 1/4' = 1'-0" ti ft cc O Ln •- = M Cam' m = � W C I d c = ad m INTERIOR ELEVATION @ CIRCUIT TRAINING & PF 360 & ABS AND STRETCHING 1/4" = 1'-0" NOTE: G.C. IS RESPONSIBLE FOR THE INSTALLATION OF ALL INTERIOR SIGNS. NOTE: VERIFY ALL PAINT COLORS WITH TENANT PRIOR TO PAINTING WALLS. EXPOSED ROOF STRUCTURE TO BE PAINTED WHITE P-8 / _- �QPEN T0� ._.._ INTERIOR ELEVATION @ PF360 1 /4" = 1'-0" T c WIT H TENANI ANU CUUKU. W/ TRACK LIGHTING LOCATION MOORS Nonni 201111 101101 QUANTITY 5% MIN. '6F EACH TYPE TO BE ACCESSIBLE PER CODE rvnnr•rn nnnr nrni &^-n inr rn T B FRAME WITH 10 TRIM FOR BLACK PAINT NOTE: ALL WALL GRAPHICS ARE SHOWN FOR INTENT, LOCATION, AND APPROXIMATE SCALE PURPOSES ONLY. FINAL SIZES, LOCATIONS, MOUNTING HEIGHTS, COLORS, ETC.. NEED TO BE FIELD VERIFIED BY TENANT AND COORDINATED WITH GRAPHIC SUPPLIER. rvnne•rn nnnr a rni inln [nr rn CURVED DROP SOFF FOR PAINT /0 4 ON BACK WALL, G.C. TO PROVIDE POWER, ETHERNET & SOLID BLOCKING, VERIFY TV BRAND, AND SIZE W/ TENANT PRIOR TO ORDER, SEE SHEET S1.0 SEE 1 /A6.0 NOTE: G.C. TO VERIFY WAINSCOT SUPPLIER PRIOR TO FRAMING PARTIAL HEIGHT WALLS AND ADJUST DIMENSION AS NEEDED TO ACCOMMODATE WAINSCOT DIMENSION BEVERAGE COOLER, G.C. TO VERIFY EXACT SIZE & MODEL W/ MANUFACTURER PRIOR TO FRAMING OPENING, PROVIDE 1/2" CLEARANCE ON SIDE, AND JUST ENOUGH CLEARANCE ABOVE FOR SPRINKLER REQ'S. " 0 0 0 m 00 0 m C16 Issue Sets No. I Issue Set By I Date I Appr. ARCHITECT , J Daniel K. Mullin, Architect, NCARB 517 S Main St. Moscow, ID 83843 P. (208) 892-8433 F. (208) 892-8533 MEP ENGINEERS Dave M. Saarem, P.E. 2188 Alfred Way Carson City, NV 89703 P. (775) 772-9846 Ln STRUCTURAL ENGINEERS Richard M. Welcher, P.E. Tatum Smith Welcher Engineers, Inc. 3100 S Market St, Suite 202 Rogers, AR 72758 P. 621-6128 (479) UJ a COPYRIGHT These plans are an instrument of service and are the property of DKMullin Architects, and may not be duplicated, disclosed, or reproduced without the written consent of DKMullin Architects. Copyright and infringement will be enforced and prosecuted. Project Manager Approval Architect/Engineer of Record Location 7910 GALL BLVD ZEPHYRHILLS, FL 33541 Project/Space No. Planet Fitness Tenant Improvement Sheet Title INTERIOR ELEVATIONS Scale: As Shown Drawn By: S.C. Chk'd By: T.G. Issue Date: APRIL 15, 2020 Project No. 191205 Sheet A4e 1 NOTE: ALL WALL GRAPHICS ARE SHOWN FOR INTENT, LOCATION, AND APPROXIMATE SCALE PURPOSES ONLY. FINAL SIZES, LOCATIONS, MOUNTING HEIGHTS, COLORS, ETC.. NEED TO BE FIELD VERIFIED BY TENANT AND COORDINATED WITH GRAPHIC SUPPLIER. NOTE: GENERAL CONTRACTOR TO COORD. CEILING TILES TO MATCH FLOOR TILES IN BLACK CARD SPA (TANNING / BEAUTY ANGEL / MASSAGE / HYDROMASSAGE R 0 iV c c 9 WC-1 C3 U R M INTERIOR ELEVATION @ CIRCUIT TRAINING 1 /4" = 1'-0" RB-1 ) C MT-1 INTERIOR ELEVATION @ ABS AND STRETCHING 1/4" = 1'-0" INTERIOR ELEVATION @ ABS &STRETCHING (CONY.) 1/4" = 1'-0" 2 M � a R IV TO MECHANII RB-1 MT-1 EGRESS #118 PEN T0--/ BEYOND TO MAIN WORKOUT SPACE #101 S-1 MT-1) C RB-1 NOTE: G.C. IS RESPONSIBLE FOR THE INSTALLATION OF ALL INTERIOR SIGNS. NOTE: VERIFY ALL PAINT COLORS WITH TENANT PRIOR TO PAINTING WALLS. NOTE: WALL COVERING TO BE APPLIED SO THAT GEAR PATTERNS LINE UP AROUND CORNERS & BETWEEN TRANSITIONS. NOTE: RUBBER BASE TO BE PURCHASED IN ROLLS AND APPLIED WITHOUT BREAKS ALONG EACH WALL Planet Fitness 4 Liberty Lane West Hampton, New Hampshire 03842 Issue Sets No. I Issue Set I By I Date I Appr. NOTE: G.C. TO VERIFY WAINSCOT SUPPLIER PRIOR TO FRAMING PARTIAL HEIGHT WALLS AND ADJUST DIMENSION AS NEEDED TO ARCHITECT ACCOMMODATE WAINSCOT DIMENSION Daniel K. Mullin, Architect, NCARB 2 517 S Main St. Moscow, ID 83843 P. (208) 892-8433 F. (208) 892.8533 MEP ENGINEERS Dave M. Saarem, P.E. 2188 Alfred Way Carson City, NV 89703 P. (775) 772-9846 INTERIOR ELEVATION @ CIRCUIT TRAINING (CONY.) 1/4" = 1'-0" 0 m 0 I 0 STRUCTURAL ENGINEERS Richard M. Welcher, P.E. Tatum Smith Welcher Engineers, Inc. 3100 S Market St, Suite 202 Rogers, AR 72758 P. (479) 621.6128 LIJ COPYRIGHT These plans are an instrument of service and are the property of DKMullin Architects, and may not be duplicated, disclosed, or reproduced without the written consent of DKMullin Architects. Copyright and infringement will be enforced and prosecuted. Project Manager Approval Architect/Engineer of Record coo ' AR93523 l� Location 7910 GALL BLVD ZEPHYRHILLS, FL 33541 �Pq O 0 0° Project/Space No. ad Planet Fitness Tenant Improvement Sheet Title INTERIOR ELEVATIONS Scale: As Shown Drawn By: X.X. ChWd By: T.G. Issue Date: Project No. 191205 Sheet A4*2 APRIL 15, 2020 -CM. ;,~ , NOTE: G.C. TO VERIFY WAINSCOT SUPPLIER PRIOR TO FRAMING PARTIAL HEIGHT WALLS AND ADJUST DIMENSION AS NEEDED TO ACCOMMODATE WAINSCOT DIMENSION NOTE: G.C. IS RESPONSIBLE FOR THE INSTALLATION OF ALL INTERIOR SIGNS. NOTE: VERIFY ALL PAINT COLORS WITH TENANT PRIOR TO PAINTING WALLS. NOTE: ALL WALL GRAPHICS ARE SHOWN FOR INTENT, LOCATION, AND APPROXIMATE SCALE PURPOSES ONLY. FINAL SIZES, LOCATIONS, MOUNTING HEIGHTS, COLORS, ETC.. NEED TO BE FIELD VERIFIED BY TENANT AND COORDINATED WITH GRAPHIC SUPPLIER. NOTE: G.C. TO VERIFY WALL COVERING SQUARE FOOTAGES NEEDED IN FIELD *SHERWIN WILLIAMS CUSTOM COLOR FORMULAS: INTERIOR PLANET FITNESS PURPLE (A97T1254) SATIN BASE (DURATION HOME) W1 WHITE 26/32 1/64 L1 BLUE 14/32 1/128 R3 MAGENTA 6oz. 57/32 1/64 1/128 INTERIOR PLANET FITNESS YELLOW (A97Y1257) SATIN BASE (DURATION HOME) R4 NEW RED 9/32 1/128 B1 BLACK 1/128 W1 WHITE 10oz. 32/32 EXTERIOR PLANET FITNESS PURPLE (K43T54) SATIN BASE (RESILIENCE) B1 12/32 W1 22/32 R3 4oz. 28/32 EXTERIOR PLANET FITNESS YELLOW (K43Y57) SATIN BASE (RESILIENCE) N1 1/32 1/64 R4 2/32 1/64 W1 2oz. 2/32 1/64 1/128 PLANET FITNESS GRAY (5 GALLON FORMULA) SATIN BASE B1 BLACK 2oz. 51 /32 N1 RAW UMBER 2oz. 61 /32 R2 MAROON 5/32 W1 WHITE 6oz. 18/32 1 • l h■ 1 49 NOTE: GENERAL CONTRACTOR TO COORD. CEILING TILES TO MATCH FLOOR TILES IN BLACK CARD SPA (TANNING / BEAUTY ANGEL / MASSAGE / HYDROMASSAGE NOTE: WALL COVERING TO BE APPLIED SO THAT GEAR PATTERNS LINE UP AROUND CORNERS & BETWEEN TRANSITIONS. NOTE: RUBBER BASE TO BE PURCHASED IN ROLLS AND APPLIED WITHOUT BREAKS ALONG EACH WALL FINISH SCHEDULE ROOM FLOOR BASE WALLS CEILING REMARKS A B C D ROOM# ROOM NAME MAT'L FINISH MAT'L FINISH MAT'L FINISH MAT'L I FINISH MAT'L I FINISH MAT'L FINISH MAT'L FINISH 101 WORKOUT SPACE RF-1 — RB-1 — GB-1 * GB-1 * GB-1 * GB-1 * OPEN P-8 * SEE FLOOR PLAN INTERIOR ELEVATIONS 102 CIRCUIT TRAINING RF-1 — RB-1 — GB-1 * GB-1 * GB-1 * GB-1 * ACT-1 — * SEE FLOOR PLAN INTERIOR ELEVATIONS 103A ABS & STRETCHING RF-1 — RB-1 — GB-1 GB-1 GB-1 GB-1 ACT-1 — * SEE FLOOR PLAN INTERIOR ELEVATIONS 103B PF360 RF-1 — RB-1 — GB-1 * GB-1 * GB-1 * GB-1 * OPEN P-8 * SEE FLOOR PLAN INTERIOR ELEVATIONS 104 WOMEN'S LOCKER RF-1 — RB-1 — GB-1 P-3 GB-1 I P-3 GB-1 P-3 GB-1 P-3 ACT-2 — * MT-1 ON WALLS, SEE INTERIOR ELEVATIONS 105 WOMEN'S BATH T-2 — — — GB-1 T-1 GB-1 T-1 GB-1 T-1 GB-1 T-1 ACT-2 — * SEE INTERIOR ELEVATIONS FOR PAINT ABOVE T-1 106 WOMEN'S SHOWER T--2 — — — GB-1 T-1 GB-1 T-1 GB-1 T-1 GB-1 T-1 ACT-2 — * SEE INTERIOR ELEVATIONS FOR PAINT ABOVE T-1 107 MEN'S SHOWER T-2 — — — GB-1 T-1 GB-1 T-1 GB-1 T-1 GB-1 T-1 ACT-2 — * SEE INTERIOR ELEVATIONS FOR PAINT ABOVE T-1 108 MEN'S BATH T-2 — — — GB-1 T-1 GB-1 T-1 GB-1 T-1 GB-1 T-1 ACT-2 — * SEE INTERIOR ELEVATIONS FOR PAINT ABOVE T-1 109 MEN'S LOCKER RF-1 — RB-1 — GB-1 P-3 GB-1 P-3 GB-1 P-3 GB-1 P-3 ACT-2 — * MT-1 ON WALLS, SEE INTERIOR ELEVATIONS 11OA—B JANITOR CONC. CS-1 RB-1 — GB-1 FRP-1 GB-1 FRP-1 GB-1 P-3 GB-1 P-3 ACT-2 — * FRP-1 4'W X 8'T A.F.F. BEHIND MOP SINK 111A—D TANNING T-3 — RB-1 — GB-1 FRP-1 GB-1 FRP-1 GB-1 FRP-1 GB-1 FRP-1 ACT-1 — * SEE INTERIOR ELEVATIONS FOR PAINT ABOVE FRP 112A WIT CONC. CS-1 RB-1 —1 P-3 — P-3 — P-3 GS-1 P-3 ACT-1 — — 112B ELECTRICAL CONC. CS-1 RB-1 —1 P-3 — P-3 — —3 GB-1 P-3 OPEN P-8 — 113A—B STORAGE CONC. CS-1 RB-1 — — P-3 GB-1 P-3 GB-1 — B-1 — OPEN P-8 — 114 BLACK CARD LOBBY T-3 — RB-1 — GB-1 * GB-1 * GB-1 * GB-1 * ACT-1 — * SEE INTERIOR ELEVATIONS 15A—B MASSAGE/ HYDROMASSAGE T-3 — RB-1 — GB-1 * GB-1 * GB-1 * GB-1 * ACT-3 — * SEE INTERIOR ELEVATIONS 116 RECEPTION T-3 — RB-1 GB-1 * GB-1 * GB-1 * GB-1 * OPEN P-8 * SEE INTERIOR ELEVATIONS 117 PEOPF TRAINING I T-3 — RB-1 — GB-1 —1 GB-1 — GB-1 —1 GB-1 — ACT-1 — 118 MECHANICAL EGRESS I CONC. CS-1 R —1 — P-3 GB-1 — B— —1 P-3 IOPEN P-8 — MEW ne l41CMil cnnunc ccr i LOCKER ENI u vyumr-NTRY FOUNTAIN, �IPER � ADA ORIENTATION, TYP. wT-5 18" 4'-10R 18" SHEET A5.0 ENLARGED ELEVATION R r R U ENLARGED PLAN MATERIAL Et COLOR LEGEND NOTE: G.C. TO REVIEW PLANS AND ELEVATIONS FOR ALL SPACES FIRE CLASSIFICATION FLAME SPREAD INDEX/SMOKE DEVELOP RAZE NOTE: G.C. TO COORD. CEILING TILES TO MATCH FLOOR TILES IN BLACK CARD SPA (TANNING / BEAUTY ANGEL / MASSAGE / HYDROMASSAGE MARK__T_ STYLE 7 MANUFACTURER TYPE /COLOR REMARKS ACT-1 ACOUSTICAL CEILING TILE ARMSTRONG OR EQUAL 2'X2' ANGLED TEGULAR EDGE, DUNE, #1774 15 16" PRELUDE XL GRID SYSTEM SEE REFLECTED CEILING PLAN Class A/25 OR LESS F ACT-2 ACOUSTICAL CEILING TILE ARMSTRONG OR EQUAL 2'X2' LAY —IN, CERAMAGUARD #607 15 16" PRELUDE XL WA GRID SYSTEM MEN'S/WOMEN'S SHOWER AREAS, LOCKER ROOMS Class A/25 OR LESS ACT-3 ACOUSTICAL CEILING TILE NORTHEAST COLOR PF9949 24"x24" CHARCOAL CEILING TILE OR PF9950 24"x24" BLACK CEILING TILE, PF9951 SUSPENDED CEILING RAIL COVERS MASSAGE ROOMS, W/ BLACK GRID BY G.C. FINISH DETERMINED BY TYPE OF FLOOR TILE SELECTED Class A/25 OR LESS ACT-4 ACOUSTICAL CEILING TILE ARMSTRONG OR EQUAL 2'X2' ANGLED TEGULAR EDGE, DUNE, #1776 115/16" PRELUDE XL WA GRID SYSTEM SEE REFLECTED CEILING PLAN Class A/25 OR LESS CF-1 CAP SHEET LAMTEC WMP-30 BLACK OPEN CEILING N/A 9 CM-1 CEMENT BOARD DURA—ROCK OR EQUAL WATER RESISTANT CEMENT BOARD 5/8" WATER RESISTANT, WALLS AND CEILINGS IN SHOWERS N/A S� m o m GB-1 GYPSUM BOARD T.B.D. BY G.C. WATER RESISTANT IN WET AREAS WALLS AND CEILINGS WHERE INDICATED Class A/10-15 P-1 PAINT SHERWIN WILLIAMS PLANET FITNESS PURPLE SATIN COLUMNS, DOOR FRAMES, WALLS PER ELEVATIONS, AND ABOVE TILES IN WET AREAS Class A P-2 PAINT SHERWIN WILLIAMS PLANET FITNESS YELLOW SATIN WALLS PER ELEVATIONS SEE CUSTOM COLOR FORMULA Class A �W P-3 PAINT SHERWIN WILLIAMS DOVER WHITE #6385 PM 200, EGGSHELL WALLS PER ELEVATIONS Class A N P-4 PAINT SHERWIN WILLIAMS BLACK, WS DRYFALL, FLAT NO CRITICS WALL Class A P-5 PAINT SHERWIN WILLIAMS BLACK DTM, GLOSS DOORS AND RAILINGS Class A Z a P-6 PAINT SHERWIN WILLIAMS SILVER — SAMOVAR #6233 GEARS ONLY Class A °- P-7 PAINT SHERWIN WILLIAMS FIREWORKS #6867 BEAUTY ANGEL WALLS ABOVE FRP Class A P-8 PAINT SHERWIN WILLIAMS WHITE WB DRYFALL, FLAT CEILING Class A P-9 PAINT SHERWIN WILLIAMS BLACK SATIN GEARS ONLY Class A CS-1 CONCRETE SEALER IVALSPAR CONCRETE SEALER — GRAY I ACTUAL NET CONTENTS: 128.0—FL OZ Class A PL-1 PLASTIC LAMINATE NEVAMAR BLACK, TEXTURED #S-6-53T RECEPTION DESK EXTERIOR, DOORS/FACES Class B/60 OR LESS/105 OR LESS PL-2 PLASTIC LAMINATE — BLACK MELAMINE RECEPTION DESK CABINET INTERIORS AND SHELVING Class B /450 OR LESS M z 9 8 —1 RF-1 — RUBBER BASEJOHNSONITE RUBBER FLOORING FLOORING ADIRONDACK OR ECORE I N ACK OR CO RUBBERCOVE STANDARDE 4— LACK BLACK WITH 30% YELLOW/PURPLE 3 8" BLACK WITH 70% YELLOW PURPLE 3 8" HI H D , 1RUBBERClass GYM & LOCKER AREA & STRETCHING AREAS Cl UIT TRAINING, MIN BS B 450 OR LESS Class B 65 450 OR LESS Class B 65 450 OR LESS F-3 RUBBER FLOORING ADIRONDACK OR ECORE BLACK 307PURPLE 609r YELLOW 10% 3 8" GYM & LOCKER AREA & STRETCHING AREAS Class B 65 450 OR LESS UJ oQ i CC V� STONE GRANITE GALAXY BLACK, 3CM GRANITE, COORD. W/ OWNER RECEPTION DESK TOPS, HALF WALL CAPS, 3CM THICK, ALL BENCHES Class B/65 /450 OR LESS 3 SW-1 SECTION OR STRIP NORTHEAST COLOR, INC. 2042 GTG BEHIND CHECK —IN DESK Class A T-1 WALL TILE CREATIVE MATERIALS CORP. OR FITZGERALD TILE PK1: GEMSTONE GREY 12"X12", W/ DELORIAN GREY H160 GROUT SCHLUTER STRIP TILE ON ALL WALL CORNERS Class A T-2 FLOOR TILE CREATIVE MATERIALS CORP. OR FITZGERALD TILE PK1: GEMSTONE GREY 18"X18", W/ DELORIAN GREY H160 GROUT 12"X12" WITH CORP APPROVAL (IF SWANSTONE BASE, USE "CANYON" COLOR) Class A w T-3 FLOOR TILE CREATIVE MATERIALS CORP. OR FITZGERALD TILE PK1: ATMOSPHERE NIGHT SKY 12"x24" W/HYDROMENT H142 FRENCH GREY SANDED GROUT AT LOBBY AND BLACK CARD Class A _J T-4 CREATIVE MATERIALS CORP. OR FLORIDA TILE PK1: AQUA BLEND 12"X12" MOSAIC, W/ DELORIAN GREY H160 GROUT 1 "x1" MOSAIC TILE ON 12"X12" SHEET CUT TO SIZE, BULLNOSE OR SCHLUTER STRIP TILE ON ALL WALL CORNERS G.C. TO VERIFY TILE PACKAGE WITH TENANT PRIOR TO BID Class A T-5 WALL TILE FLORIDA TILE BLISS LINEAR MOSAIC WATERFALL — FTINS356RSP58, W/ SILVER BULLET H168 GROUT G.C. TO VERIFY TILE PACKAGE WITH TENANT PRIOR TO BID Class A T-6 SHOWER FLOOR TILE CREATIVE MATERIALS CORP. OR FITZGERALD TILE PK1: GEMSTONE GREY 2"X2", W/ DELORIAN GREY H160 GROUT G.C. TO VERIFY TILE PACKAGE WITH TENANT PRIOR TO BID Class A WC-01 P.F. CUSTOM WALLCOVERING NORTHEAST COLOR, INC. PURPLE WALLCOVERING, LARGER GEAR PATTERN PF9001 ACCENT WALL SEE ELEVATIONS Class A Class B WC-03 P.F. CUSTOM WALLCOVERING NORTHEAST COLOR, INC. PURPLE WALLCOVERING, SMALLER GEAR PATTERN PF9003 LOCKER ROOM ENTRY WALL PERPENDICULAR TO SIGNAGE WALL Class A Class B WC-05 P.F. CUSTOM WALLCOVERING NORTHEAST COLOR, INC. YELLOW WALLCOVERING, LARGER GEAR PATTERN PF9005 BEHIND FRONT DESK, MASSAGE Class ass z WC-07 P.F. CUSTOM WALLCOVERING NORTHEAST COLOR, INC. WHITE W GREY GEARS VARIOUS SIZES #WP9007C TWO SYSTEM PATTERN 4 1 2 ROLLS, WORKOUT WALL, HYDRO, BLACK CARD, MAIN Class A Class B { WC-09 P.F. CUSTOM WALLCOVERING NORTHEAST COLOR, INC. PURPLE JFZ PATTERN PF9009 GYP. BD. BUILDOUTS 0 LOCKER ROOM ENTRIES Class A Class B O WC-13 P.F. CUSTOM WALLCOVERING NORTHEAST COLOR, INC. BLACK W GREY GEARS VARIOUS SIZES #WP9013C NO CRITICS, Class A Class B WC-15 P.F. CUSTOM WALLCOVERING NORTHEAST COLOR, INC. YELLOW W GREY GEARS VARIOUS SIZES #WP9015C 30 MINUTE WORKOUT, ABS, STRETCHING Class A Class B 3 WC-17 P.F. CUSTOM WALLCOVERING NORTHEAST COLOR, INC. PURPLE W GREY GEARS VARIOUS SIZE #WP9017C — Class A Class B FRP-1 FIBER —REINFORCED PLASTIC GRAND ENTRANCE ACROVYN MISSION WHITE PRINTED SPROCKET SHEETS 4'X8' .040 THICKNESS. MATCHING TRIMS. ADHESIVE AND PRIMER TANNING ROOMS, SEE INT. ELEV'S N/A MT-1 METALLIC FRP OPTION 1—GRAND ENTRANCE 040 ACROVYN 400, #410 BRUSHED SILVER UATRO TEXTURE 43 x90 OR 43 X114 VERIFY MANUFACTURER W TENANT PRIOR TO FRAMING & INSTALLATION PER MANUFACTURER'S DETAILS Class A/25 OR LESS/450 ctn n — CLEAR RECEPTION DESK Planet Fitness 4 Liberty Lane West Hampton, New Hampshire 03842 Issue Sets No. I Issue Set I By I Date [Appr.1 ARCHITECT Daniel K. Mullin, Architect, NCARB 517 S Main St. Moscow, ID 83843 P. (208) 892-8433 F. (208) 892.8533 MEP ENGINEERS Dave M. Saarem, P. E. 2188 Alfred Way Carson City, NV 89703 P. (775) 772-9846 STRUCTURAL ENGINEERS Richard M. Welcher, P. E. Tatum Smith Welcher Engineers, Inc. 3100 S Market St, Suite 202 Rogers, AR 72758 P. (479) 621.6128 COPYRIGHT These plans are an instrument of service and are the property of DKMullin Architects, and may not be duplicated, disclosed, or reproduced without the written consent of DKMullin Architects. Copyright and infringement will be enforced and prosecuted. Project Manager Approval Architect/Engineer of Record Location V 7910 GALL BLVD ZEPHYRHILLS, FL 33541 Project/Space No. Planet Fitness Tenant Improvement DETAILS/ SCHEDULE Project No. 191205 IJbUC VGI.C. � A4.3 APRIL 15, 2020 the •�s HANDICAPPED GRAB IBAR N. 0 TOILET DETAIL 4 IN 78min • TOILET 2 7 MIN. 30 , 30 , YV 14 O PAPER 7-9 �-� NOTE: I.J �� e I • ALL NEW PLUMBING FIXTURE i z 7"-9» z �, a TO COMPLY WITH LOCAL LAW0 53 W ____ 3 z g I I a o `�00 handle - 58/87 & A.D.A. REGULATIONS g , n ,� M RECEPTACLE �� Ic NOTE: W TOILETS TO 1-1 /4"-1-1 / " KNEE TOE E CN n co o LO ALL NEW SIDE WALL STALL TYPE HAND DRYER o co In M rn � I BE FLOOR MOUNTED CLEARANCE CLEARANCE BE FL O R MOO 1-1/2" I •17 25LAV. DEPTH04 `t / MA . REINFORCED AREAS FOR 60 min 10 7 7 1 24 7 7 24 LAVATORY CLEARANCE INSTALLATION OF GRAB -BAR ¢ 24 ,s Dimensions of Adult -Sized Dimensions of Adult -Sized Dimensions of Adult -Sized T110N MIN. Wheelchair Turning Space Space Needed for U-turn Wheelchair Wheelchair Wheelchair Planet Fitness GRAB BAR DETAIL � 4 Liberty Lane West SCALE: T, - 1'-0" Hampton, New Hampshire 03842 DOOR TO BE SELF BACKWALL ELONGATED Af CLOSING WALL -HUNG 17 _ _ N O M FloOR WATER CLOSETS, URINALS ------ MOUNWATERTED AND HANDRYER 42 6 LET -IN BLOCKING I CLEAR W/4-16NAILS M I �D� M CLOSET - melf 48 48 ANGLEDIN------ - Dimensions of Adult -Sized ALT-DIRECTIONS 1 00 EACH SIDE FOR 11 M F�oo Wheelchair Clear Floor Space Forward Approach Parallel Approach Signage Proportions MULTIPLE GRAB BAR LOCATION 1 4 MIN. A ®rt CLEAR FLOOR SPACE 69 Mlm Note:12 min 1 36 min 1 12 min SEE 2014 FLORIDA I CLEAR LA ACCESSIBILITY CODE FOR FLOOR DOOR 4.13.9 DOOR HARDWARE. HANDLES, PULLS, LATCHES, BACK-UP BLOCKING FOR BUILDING CONSTRUCTION I SPACE z LOCKS, AND OTHER OPERATING DEVICES ON ACCESSIBLE E E CN Issue Sets ., '- DOORS SHALL HAVE A SHAPE THAT IS EASY TO GRASP NTH =- WI GRAB-BAR MOUNTING ONE HAND AND DOES NOT REQUIRE TIGHT GRASPING, TIGHT IIo N E a PINCHING, OR TWISTING OF THE WRIST TO OPERATE. THEY 0 1A No. Issue Set By Date Appr. FIXTURE'S CLEAR LOCATION SHALL BE MOUNTED WITHIN REACH RANGES SPECIFIED IN 4.2 (ANSI Al 17.1). LEVER -OPERATED MECHANISMS, PUSH -TYPE — MECHANISMS, AND U-SHAPED HANDLES ARE ACCEPTABLE DESIGNS. 32 min 32 min 32 min c 815 815 815 4.13.10 DOOR CLOSERS. IF A DOOR HAS A CLOSER, THEN E THE SWEEP PERIOD OF THE CLOSER SHALL BE ADJUSTED S SO THAT FROM AN OPEN POSITION OF 90 DEGREES, THE ( E DOOR WILL TAKE AT LEAST 3 SECONDS TO MOVE TO AN I I CID B OPEN POSITION OF APPROXIMATELY 12 DEGREES. 42 min X 42 min 1 4.13.11 DOOR -OPENING FORCE. THE MAXIMUM FORCE, 1065 1065 36 min X 36 min U-SHAPED HANDLE EXPRESSED IN POUND -FORCE (lbf) AND NEWTONS (N), FOR 915 915 D=0 PUSHING OR PULLING OPEN A DOOR SHALL BE AS FOLLOWS: (1) FIRE DOORS SHALL HAVE THE MINIMUM OPENING FORCE T-Shaped Space for X ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY. (a) (b) E (2) OTHER DOORS: 180 Degree Turn 180 Degree Turn 181p Turns N (a) EXTERIOR HINGED DOORS: 8.5 lbf (37.8 N) C11(b) INTERIOR HINGED DOORS: 5 Ibf (22.2 N) (exception) (c) SLIDING OR FOLDING DOORS: 51bf (22.2 N) o THESE FORCES DO NOT APPLY TO THE FORCE REQUIRED TO m o RETRACT LATCH BOLTS OR DISENGAGE OTHER DEVICES THAT 32 min E MAY HOLD THE DOOR IN A CLOSED POSITION. } FLOOR (a) DETAIL (b) HINGED DOOR (e) MAXIMUM DOORWAY DEPTH A DOOR 1 X Sec. 404.2.4 OF THE 2014 FBCA 1i7 CO N N N C HANDICAP CLEAR DOORWAY THRESHOLDSECTION'Ato WIDTH AND DEPTH HANDLE NOT TO SCALE U-SHAP HANDLE PLAN 'B' 48 36 min Sec. 404.2.7 OF THE 2014 FBCA 1220 66 min (a) FORWARD REACH LIMIT HANDICAP DOOR HARDWARE FORWARD REACH NOTE: Y = 54" min. if door has closer Sec. 308.2 OF THE 2014 FBCA Minimum Clear Width Minimum Clear Width push side NOTE: Y = 48" min. if door has closer NOT TO SCALE NOTE: Y = 48" min. 4 min. SPACE ALLOWANCES for Single Wheelchair for Two Wheelchairs X 54 min. if door has both a pull side 2 AND REACH RANGE closer and latch 24 min.push side 483mm ARCHITECT J 63/ 6 / 517 S Main St. Q g - +/8" - HANGS Daniel K. Mullin Architect NCARB E E O 7mm (61 mm BRACKET ' ' >- 04 } C14} °� 162mm 12mm` Moscow, ID 83843 Z / P.(208) 892-8433 771 51 mm _ i52mm 16263/ mm F. (208) 892-8533 1 /4 max 51mm _ _, 51mm ----, MEP ENGINEERS - mm �rN-_---�±.' • - Dave M. Saarem, P.E. I J3/81 16 * 38 ' A (ALT. LOCATION)i `- ---- 975mm 204mm 1 1 2188 Alfred Way cm SIDE APPROACH - SWINGING DOOR LATCH SIDE APPROACH - SWINGING DOOR LATCH SIDE APPROACH - SWINGING DOOR --� -,i= -B ORIFICE - �_- E HEIGHT _ _ _ y Carson City, NV 89703 A(PREFERRED " ' o . 1 - r ' = _ * 83511 P. (775) 772-9846 (c) VERTICAL CHANGES IN LEVEL F ------ =JJ ; 4 r------ LOCATION) ORIFICE * 33qq gg/16' HEIGHT 872mm I )' 1 i I * 311 5/16" 11 NOTE: X = 36" min. if Y = 60" *622mm _ `- - _ *BIM31 " 79RIMm STRUCTURAL ENGINEERS 22 D (PREFERREE � HEIGHT Richard M. Welcher P.E. X = 42 min. if Y = 54 583mm LOCATION) 1 push Side � * /s" D (ALT. LOCATI ) 2 I * 686mm t 7/16" Tatum Smith Welcher Engineers, Inc. pull side pull side 1 /413 /2 }�mm F /8 f 51 mm ADA 37mm 3100 S Market St, Suite 202 X 1199 _ JJ 33 REQUIREMENT *12 1/2" * 483mm 5 mm *�54mm6 318mm 33 Rogers, AR 72758 c 146mm 76mm P. (479) 621-6128 E * 43mm" E C 443mm 7,. — 7.. FINISHED FLOOR 0 E NOTE: X = 12" min. Y 178mm 178mm PISOACABADO LIJ if door has both a PLANCHER FINI an 18 min. 24 preferred closer and latch x *Reduce Height By 3" For Installation Of Children's ADA Cooler *ADA REQUIREMENT (d) BEVELED CHANGES IN LEVEL 'REQUISITODEA.DJA. 'EXIOENCEADA COPYRIGHT LEGEND: These plans are an instrument of service and are A = Recommended Water Supply Location. Shut -Off Valve (not furnished) To Accept 3/8 O.D. Unplated Copper Tube. the property of DKMullin Architects, and may not be Sec. 303.1 OF THE 2014 FBCA 3" 76mm Maximum Out From Wall. duplicated, disclosed, or reproduced without the ( ) written consent of DKMullin Architects. Copyright ACCESSIBLE ROUTES AND GROUND AND FLOOR SURFACES B = Recommended Location For Waste Outlet To Accommodate 1-1/2" Nominal Drain. Drain Stub 2" Out From Wall. and infringement will be enforced and prosecuted. C = 1-1/2" Trap (Not Furnished) NOT TO SCALE D = Electrical Supply (3) Wire Recessed Box Duplex Outlet FRONT APPROACH - SWINGING DOOR FRONT APPROACH - SWINGING DOOR HINGE SIDE APPROACH - SWINGING DOOR E = Insure proper ventilation by maintaining 6" (152mm) minimum clearance from cabinet louvers to wall. F = 7/16" Bolt Holes For Fastening Unit To Wall Project Manager Approval Sec. 404.2.4 OF THE 2014 FBCA NOTE: ADA DRINKING FOUNTAIN HANDICAP DOOR CLEARANCES SPOUT OUTLET 0 36" A.F.F. MAX. DRINKING FOUNTAIN DETAILS STANDARD DRINKING FOUNTAIN Architect/Engineer of Record NOT TO SCALE SPOUT OUTLET 0 38-43" A.F.F. NOT TO SCALEr MAX Zr WX THE 2014 FBCA Section 602 BACKWALL150F�® rLI • •% BACK WALL m' m 2-1/2" max 20"x4 "' EN E E M120%24" Note: SIDE WALL - f SIDE SIDE iv G.C. to furnish or build one Benc / \ T/O BEALL M OCATED UNTED SIGNAGE LATCH — '�'- WALL WALL accessible bench for each 60"0 Clear �IZ93323 Main Supports locker room. _Floor Space SIDE OF DOOR, CLEAR OF Base Plate ~ Seat and Back Support to be 3 'x48" DOOR —SWING. MOUNT AT . � l '�` ��� •Zg'ZD 60" TO CENTERLINE OF ,' a" pp Clea Floor I ...... � SIGN FROM FLOOR -' ,i �. 915 finished with non-slipmaterial, J STALL &GRAB BARS w/SEAT CONTROLS AND Sp ' ' HANDSHOWERS LOCATION such as vinyl -coated steel- /"= ----..-, f mesh. ••���`, ,� w/SEAT Location Main supports to be of sturdy LETTERING (BACK WALL Note: 7910 GALL BLVD RAISED Attach bench to floor to material, such as 12 ga. `; � ZEPHYRHILLS, FL 33541 / / » I , r wx 9" wuc N 2-3/8"0 structural steel 1 32 It It �� 150 resist vertical or c Bench 30"x48" tubing, powdercoat to match 42" 20" 0 g BACK WALL I s horizontal forces of 250 a Clear other locker room benches. HEIGHT OF I j SIDE WALL — 10 \\\\\\\\\ pounds applied at any " Floor Provide bracing as required LETTERING 5/8" 4� O 0 /f point on the seat, �7242 Preferred Space between supports and seat, Project/Space No. MIN TO 2" MAX '`- `; . • • • NOTE: SIDE SIDE fastener mounting and between supports and Planet Fitness Tenant Improvement see �• G.C. TO PROVIDE ANY A.D.A. l WALL WALL device, or supporting AND/OR RESTROOM SIGNAGE, structure per Sec. 303.1 back. CORRESPONDING AND ANY STOREFRONT l (Bolts) Attach bench to solid blocking in wall to resist vertical or UPPERCASE ,��`-. ,•� � of the 2014 FBCA GRADE II BRAILLE ADDRESS NUMBERS AS — — — — — J Fasteners Botts to be CHARACTERS REQUIRED BY LANDLORD ALL L ,� corrosion -resistant. horizontal forces of 250 pounds applied at any point on the AUTHORITIES HAVING 1525 CONTROLS AND seat, fastener mounting device, or supporting structure as Sheet Title JURISDICTION, TYP. per Sec. 903.1 of the 2014 FBCA SIZE AND CLEARANCE STALL &GRAB BARS w/o SEAT HANDSHOvvERS LOCATION Base plates to be 1/4". Bolt p ACCESSIBILITY DETAILS w/o SEAT through to subfloor. HANDICAP SIGNAGE MOUNTING ACCESSIBLE ROLL -IN SHOWER DETAILS ACCESSIBLE BENCH DETAILS ACCESSIBLE CHANGING ROOM BENCH DETAILS NOT TO SCALE NOT TO SCALE NOT TO SCALE Sec. 903.1 OF THE 2014 FBCA NOT TO SCALE Scale: As Shown Project No. Drawn By: C.W. 191205 Chk'd By: T.G. Sheet Issue Date: APRIL 15, 2020 A5. 0 12'-6" 4'-0" o 3'-0" 3'-0" A 2'-6" 1E 7 V-O A6.0 I � �L� ��--- -- N FIRE EXTINGUI HER s• �� �O _----------- --- ----- lo 1 ' / D DI 1F 6 \' ! D A6. A6.0 0 1 C (� 1 A6.0 / �` " " G.C. TO INSTALL i i " 1B 1D 1 I 0 C r --� I I is n COMPUTER/PRINTER, 2 1 A6.0 A6.0 �� TYP. 10 1 I SUSPENDED GEAR -,""" EAR SOFFIT ABOVE li7� I -- ACCESSIBLE I __ COUNTER i --- -- Etg co ` I f ��--- I 5 1G A6.0 A6.0 4'-0" 2'-6" 3'-6" 2'-6" 12'-6" RECEPTION DESK PLAN & ELEVATIONS 3/8" = 1'-O" 3'- 12" MAX 1 3/4" S-1 28" GRANITE TOP, FOR FIN. S-1 4" BLACK OR CHROME WIRE PULL 3/4" PLY. GABLES - AND INTERIOR SURELCES FOR FIN. PL-2)TYP. 3/4" PLY CABINET - DOOR ON CONCEALED HINGES, FIN. TH SIDES 3/4" PLY ADJUSTABLE SHELF, FOR FIN. PL-2 6" COVED BASE, FOR Rg_ 1 TYP. DESK W/ CABINET DOORS S-1 GROMMET, COORD. MT-1 LOCATIONS W/ OWNERS 1-1/2" - 1'-0" I I _ 0 Ir GRANITE TOP, DATA/ELECTRICAL FOR FIN. CHASE WALL S-1 I I I I ' 3-5/8" MTL :. STUD FRAMING W/ 5/8" GYP ' 4 BD EA SIDE I I ''. WAINSCOT ON 3/4" PLY. GABLES - EXPOSED FACES AND INTERIOR • Syff&CES FOR FIN. ' PL-2 TYP. I I 1 I I � I I - I I I I , 10 • N I M cc 0 1 04 00 1 C� 3'-2" E OBLIQUE OBLIQUE S-1 S-1 0 0 O 0 cash araaer __ppt. ON I I __915. sLtl= cash drar"r N N p ___4st. ml Eii. :iEi Yalu. shtl - i+) CV • i CG _atllst. shp- ::::: :i eii' �Is.shlL- pm cahaw w4wty cabinet & m4 system cwlm& cabi RB-1 PROVIDE VENTS AT EA. CABINET W/COMPUTERS, SOUND SYSTEM, ETC., APPROXIMATE 0.5SF VENT PER COMPUTER. 5.5"X12" SHOWN D FOR REFERENCE S-1 PROVIDE CLEAR ROOM BEHIND DRAWS FOR CORD ROUTING S-1 a,me WHERE NEEDED. nl \ Mbiterco 1-1/2" - 1'-0" I I _ 0 Ir GRANITE TOP, DATA/ELECTRICAL FOR FIN. CHASE WALL S-1 I I I I ' 3-5/8" MTL :. STUD FRAMING W/ 5/8" GYP ' 4 BD EA SIDE I I ''. WAINSCOT ON 3/4" PLY. GABLES - EXPOSED FACES AND INTERIOR • Syff&CES FOR FIN. ' PL-2 TYP. I I 1 I I � I I - I I I I , 10 • N I M cc 0 1 04 00 1 C� 3'-2" E OBLIQUE OBLIQUE S-1 S-1 0 0 O 0 cash araaer __ppt. ON I I __915. sLtl= cash drar"r N N p ___4st. ml Eii. :iEi Yalu. shtl - i+) CV • i CG _atllst. shp- ::::: :i eii' �Is.shlL- pm cahaw w4wty cabinet & m4 system cwlm& cabi RB-1 PROVIDE VENTS AT EA. CABINET W/COMPUTERS, SOUND SYSTEM, ETC., APPROXIMATE 0.5SF VENT PER COMPUTER. 5.5"X12" SHOWN D FOR REFERENCE S-1 PROVIDE CLEAR ROOM BEHIND DRAWS FOR CORD ROUTING S-1 a,me WHERE NEEDED. nl \ Mbiterco 00 00 D 12" MAX 1 3/4- - S-1 29" _ ...... . ,. qS-1 GROMMET, COORD. MT-1 i is LOCATIONS W/ OWNERS I I ,• I I ' 3-5/8' MTL GRANITE TOP, STUD FRAMING FOR FIN. CS W/ 5/8" GYP BD EA SIDE WAINSCOT ON EXPOSED FACES 3/4" PLY. GAI I I • AND INTERIOR °O SUMACES FOF I N 3/4' PLY ADJ1 SHELF, FOR FI MT-1 3/4" PLY ADJUSTABLE " SHELF, FOR FIN. PL-2 I I "• I I ; I I >V I I > I I I I c I I •- I I - I 6" CO BASE, i 6" COVED BA I I RB-1 FOR RB-1 FOR RB-1 3'-0" TYP' G.C. TO PROVIDE 3-5/8" X 20go. METAL TRACK SECURELY 2 X 10 SOLID FASTENED TO SOLID BLOCKING W/ (2) BLOCKING, TYP. #10 SCREWS ® 16" O.C., TYP. 3-5/8" X 20go. METAL STUDS, TYP. o 10 1 CORNER ROOM BENCH PLAN �TYP. DESK W/ OPEN SHELVES 1-1/2" = 1'-0" MTL STUD WALL, SEE SHEET A1.0 (2) #10 SCREWS ® 16" O.C. INTO STUDS OR SOLID BLOCKING, TYP. S-1 1-1/2" SOLID SURFACE GRANITE TOP 5/8" FIRE o I- (2) 3/4" FIRE RATED PLYWD G.C. TO PROVIDE SOLID RATED PLYWD SEE SHEET A1.1 0O BLOCKING, TYP. FOR FINISH 3-5/8"x20ga. MTL. FRAMING ® BASE PER A1.1 16" O.C., TYP. 3-5/8' x 20ga. METAL TRACK SECURELY FASTENED TO FLOOR SLAB W/ HILTI 0.157" X-U PINS W/ 1-1/4" EMBEDMENT 0 16" O.C. STAGGERED, (ICC-ESR-2269) CORNER ROOM BENCH DETAIL F anv"I\, 1Ir. n DESK DETAIL @ ACCESSIBLE COUNTER 1-1/2" = 1'-0" . I MTL STUD WALL, SEE I---15" OR 20" DEEP SHEET A1.0 ; LOCKERS BY OTHERS ol 2'-11 " PR 3'-4" (SEE SH�ET A3.0) 15" OR 20" (COORD. DEPTH W/ A3.0) 13" OR 18" 22" e. COORD. W/ LOCKER D MIN. 20" 1-1 /2" SOLID S_1 SURFACE > GRANITE TOP 5/8" FIRE 3/4" FIRE 5/8" FIRE RATED RATED PLYWD RATED PLYWD PLYWD SEE SHEET A1.1 0 FOR FINISH 3-5/8" x 20ga. METAL STUDS 0 16" O.C. BASE PER A1.1 3-5/8" x 20ga. METAL TRACK SECURELY - FASTENED TO FLOOR SLAB W/ HILTI 0.157" X-U PINS W/ 1-1/4' EMBEDMENT 0 16" O.C. STAGGERED, (ICC-ESR-2269) LOCKER ROOM BENCH DETAIL G.C. TO PROVIDE - SOLID BACKING BEHIND MIRROR 3-5/8"X20GA. TRACK, FASTENED TO EA. STUDS OR SOLID BLOCKING W/(2) #10 SCREWS 024" O.C. 1/4" WELDED SPACER 1/4" PLATE STEEL - DIAGONAL BRACE, 1 /8" FILLET WELDS GROUND SMOOTH. SPACE EQ. AT 48" O.C. MAX. SECURE/BOLT BRACE TO SOLID BLOCKING 0 WALL 2" X 4" BLOCKING - AS NECCESSARY, TYP. 2'-0" o a SINK SUPPORT DETAIL 1-1/2" - 1'-0" 1'-3" TO 1'-6" SEE FLOOR PLAN G.C. TO PROVIDE MIRROR SOLID BACKING 4" BACKSPLASH BEHIND MIRROR 4' PLYI WALL PER SCHEDULE I BACKINGD o 1/4" PLATE STEEL - DIAGONAL BRACE, 1/8" FILLET WELDS GROUND SMOOTH, FOR PAINT p_5 (2)L 2"x2-1 " 1 4" FOR PAINT p-5 SECURE/BOLT BRACE TO SOLID BLOCKING 0 WALL 2" X 4" BLOCKING AS NECCESSARY, TYP. VANITY COUNTER DETAIL 1-1/2" - 1'-0" 3/4" GRANITE S-1 1 /2" PLYWD M BACKING LO GRANITE APRON S-1 3-5/8" X 20GA. BOX BEAM • 5/8' GYP. BD. COVER c 3-5/8" X 20GA. STUDS 04 A EA. WALL STUD, TYP. FASTEN TO WALL STUDS W/(2) #10 SCREWS EA. STUD SECURE/BOLT (2) L 2" X 2-1/4" X 1/4" BRACE TO SOLID G.C. TO PROVIDE 2 X 4 SUPPORT WITH DIAGONAL BLOCKING, TYP. SOLID BLOCKING, TYP. BRACING, SEE SECTION, TYP. 7 x XX x _'�7_77 7 x x 7 xx LO 3/4" PLYWD 3/4" GRANITE FOR BACKING FINISH O 1/4" WELDED PLATE STEEL SPACER BETWEEN DOUBLE L BEYOND 1/4" PLATE STEEL DIAGONAL BRACE (2) L 2"x3"x1/4" FO O BLACK PAINT FINIS P-5 SECURE/BOLT BRACE TO SOLID BLOCKING ® WALL 1-1/2" GRANITE S-1 CAP SEE PLANS USB PORT/RECEPTACLE 3/4" PLY BACKING 5/8" GYP. BD. EACH SIDE, FINISH PER SCHEDULE & 4" BACKSPLASH ELEVATIONS 3/4" GRANITE S-1 3/4" PLYWD BACKING ^. a o 1 /2" PLYWD ^. BACKING in o I i . L0 2"x2-1/2"x1/4" FOR ` GRANITE PAINT P-5 APRON S-1 1/4" PLATE STEEL DIAGONAL 3-5/8" X 20GA. BOX BEAM 1 /8" FILLET WELDS 1iBRACE, �. 5/8" GYP. BD. COVER GROUND SMOOTH 11 - 3-5/8" X 20GA. STUDS SEE SECURE/BOLT BRACE TO SOLID PLAN VIEW DETAIL FOR SPACING " BLOCKING 0 WALL 1 2" X 4" BLOCKING AS ,• N NECCESSARY, TYP. 3 5/8" 20 GA. METAL STUDS AT 16' O.C. U.O.N. V o 3 5/8" 20 GA. METAL TRACK N SECURELY FASTENED TO (E) '•.. FLOOR SLAB w/HILT] KWIK BOLTS RUBBER BASE '' °' 10 �- LOBBY COUNTER DETAIL 1-1/2" - 1'-0" 3-5/8"X20GA. STUD 3-5/8"X20GA. TRACK, SUPPORTS 024" O.C. FASTENED TO EA. STUDS OR ALIGNED WITH DIAGONAL SOLID BLOCKING W/(2) 110 BRACING WHERE OCCURS SCREWS 024" O.C. AND (1) AT EACH END 77 ---------------- I I I I +---------------- I I I I I I I I I I ]III I ---------------- I I I I I I I I I I I I -------------------��-------- ---� I I I I I I I I I ]III 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 ]III I ]III I 1111 I I I I I I I I I I I I I I I I I 1 ]III I I I I I I I I ]III I I I I I I I I ]III I I I I I I I I I N I I I I I 1111 I I I I I I ]III I I I I I I I I I I I I I I ]III I I I I I I ]III I I I I I I I I - - - - - - - - --------I 3/4" GRANITE S-1 4 I I As.o EQ. EQ. EQ. 48 MAX. 48' MAX. 48" MAX. 10'-4" PLAN_ VIEW LOBBY COUNTER Planet Fitness 4 Liberty Lane West Hampton, New Hampshire 03842 Issue Sets No. Issue Set I By Date Appr. ARCHITECT J Daniel K. Mullin, Architect, NCARB 517 S Main St. Moscow, ID 83843 P.(208)892.8433 F. (208) 892.8533 MEP ENGINEERS::E Ir Dave M. Saarem, P.E. ca 2188 Alfred Way Carson City, NV 89703 P. (775) 772.9846 V) STRUCTURAL ENGINEERS Richard M. Welcher, P.E. Tatum Smith Welcher Engineers, Inc. 3100 S Market St, Suite 202:::E Rogers, AR 72758 P. (479) 621-6128 COPYRIGHT These plans are an instrument of service and are the property of DKMullin Architects, and may not be duplicated, disclosed, or reproduced without the written consent of DKMullin Architects. Copyright and infringement will be enforced and prosecuted. Project Manager Approval Architect/Engineer of Record a OF Rd •. s AR93323 e� Location 7910 GALL BLVD ZEPHYRHILLS, FL 33541 Project/Space No. Planet Fitness Tenant Improvement Sheet Title MILLWOK DETAILS Scale: As Shown Project No. Drawn By: C.W. 191205 Chk'd By: T.G. Sheet Issue Date: � APRIL 15, 2020 • e e e-- e e o 0 o i- o o + e 90' e o e e e e e ea 0 o e o 0 0 0 0 0 o N -;- e e -I- e 0 0 0 0 0 0 0 0 0 600 /8- TYP. MIN. CLEAR MAIN ' '-0' 12'-0" OR CROSS tMAX, TYP. RUNNER NOTES: QA MAIN SUPPORTS: 12 GA. HANGER WIRES AT 4' O.C. EACH WAY © PERIMETER WIRES: 12 GA. PERIMETER WIRES INSTALLED WITHIN 6" OF WALL AT EACH MAIN AND CROSS TEE TO WALL JUNCTURE CEILING SUPPORT PLAN DETAIL 1/16" = 1'-O" 6" MAX. PERIMETER WIRE WALL ANGLE ACOUSTICAL TILE FACE OF WALL OR SOFFIT SUSPENDED GRID CEILING @ WALL N.T.S. MAX. I MAIN RUNNERS 1-1/2" STL CHANNELS 048" O.C. #8 HANGER WIRE 048" O.C. I--3/4" FURRING CHANNELS 016" O.C. 5/8" TYPE "X" GYP. BD. SUSPENDED GYP BD CEILING @ WALL HOT WATER SUPPLY OUTLET SEE PLANS COLD WATER SUPPLY INLET, SEE PLANS GAS HOT WATER HEATER PER SHUT-OFF VALVES PLAN. STRAP TO UNiS1RUT PER UNION OR APPROVED WATER HEATER STRAPPING DETAIL FLEX CONNECTOR, TYPICAL OF 3 COPPER DRAIN PER CODE T/2" X 2"I LAG BOLT ITT EACH STUDII I I 0 0 0 0 0 0(0 c> c 3 c) c p c) c) c) o I PlODOT T I I I I I i I DRAIN L---------I WATER HEATER STRAPPING DETAIL HW CW r NOTE: I G.C. TO INSTALL STRAPPING FOR I WATER HEATER AND GAS LINES PER LOCAL CODE AND MANUFACTURER'S INSTALLATION REQUIREMENTS IN SEISMIC ZONES HOLDING TANK ASME PRESSURE & TEMPERATURE RELIEF VALVE U U V UNISTRUT P-I000T CHANNEL, BOLT TO WALL STRUCTURE PER MANUFACTURER 000 BRACKET, PER MANUFACTURER o0Q STRAP PER MANUFACTURER EXISTING ROOF STRUCTURE TO SUPTRAK SYSTEMS REMAIN FOR PAINT FINISH PER HEAD -OF -WALL TRACK, NOTE: INTERIOR ELEVATIONS MODEL: SLP-TRK, SEE SUP TRACK REQ'D AT ALL FULL SHEET A6.1, TYP. HEIGHT INTERIOR WALLS ONLY \Jil'1.1,11111111 PROVIDE ADDITBRACING BETW6N20ga. JOISTS AS RE--- ----- --------------- -�- - __-- METAL STUD NOTE: 5/8 GYP. BD. OVER 6' G.C. TO PROVIDE PROTECTIVE "J" x 20ga. METAL STUDS (2) #12-24 SCREWS. MOULDING CORNER BEAD, TYP. OF ® 16. O.C. TYP (TYP. TOP & BOT.) ALL GYP. BD. CORNERS/EDGES FINISH PER ELEVATIONS 3 5/8"x2Ogo. METAL • STUD ® 4'-0" O.C. 1 1/2"0 1/2" (4) #10 SCREWS 6"X16 a. METAL STRAP CONT. 20go. CONT. EACH END I W/ (2) #10 SCREWS EA. STUD ANGLE Co LIGHT GAUGE METAL - --I-- - - FRAMING AT CURVED OR F E--CONTINUE GYP. BD. SUSPENDED ACOUSTIC GEAR SOFFIT BEYOND - - - - - PAST BRACE OR COVER CEILING TILE WHERE OCCURS WHERE OCCURS CONDU TO TOP OF EYEBROW °O FINISH PER J-BOX SOFFIT W/ GYP. EL (�' EXTEND MAIN RUNNER ATIONS I �(4) #10 SCREWS AT FRAMING OUT TO SUPPORT - - - - - ° ° : SOFFIT -TO -WALL CURVED OR GEAR SOFFIT - _ SEE RCP ° °Oj BEYOND WHERE OCCURS 1 1/2"xl 1/2" 5/8 GYP. BD. OVER 20 a. CONT. ANGLE 1 1/2"xl 1/2" 20ga. CONT. ANGLE 3-5/8" x 20ga. iSFF RCP METAL STUDS ® 16- O.C. FOR OVERHEAD SUSPENDED ACOUSTIC SOFFIT PAINT FINISH CEILING TILE WHERE OCCURS PER ELEVATIONS —'-VAJ' CANTILEVERED SOFFIT DETAIL N.T.S. N.T.S. 1" = 1'-0" ATTACH SCREWS TO LOW FLUTE ATTACH SCREWS TO LOW FLUTE 4. 4 BOTTOM OF ROOF DECK FOR ROOF CONNECTION DETAILS, SEE 6/A6.1 BOTTOM OF ROOF DECK NOTE: "" NOTE: FOR A PERPENDICULAR ROOF CONNECTION AND 16 GA. L-CLIP W/ (2) #10 SELF TAPPING SCREWS ® 12" O.C. (2)110 SELF TAPPING (2) #10 SELF TAPPING SCREWS 024" O.C. G.C. TO PROVIDE PROTECTIVE J NO FASTENERS TO PENETRATE 7/A6.1 FOR A PARALLEL ROOF CONNECTION MOULDING CORNER BEAD, TYP. OF SCREWS EA. WAY 60OS162-54 CONT JOIST. ATTACH W/#10 ALL GYP, BD. CORNERS/EDGES THROUGH ROOF T(P OR ANY 60OS162-54 CONT. JOIST ATTACH W/#10 4" 4" SELF TAPPING SCREWS OR SPOT WELD SELF TAPPING SCREWS OR SPOT WELDS, MIN. MIN. " (TYP. AT EA. STUD) ( ®� STUD) 6 X16 a. METAL STRAP CONT. W/ (27 #10 SCREWS EA. STUD H , 60OT150-54 CONT. JOIST ON EXPOSED SIDE. ATTACH W/ #10 SELF TAPPING SCREWS OR 5/8" GYP. BD. FO � • � • . , RADIUS TRACK, (2) #10 LL SPOT WELD (TYP. ®EA. STUD) PAINT FINISH PER 600T150-54 CONT. JOIST ON EXPOSED ELEVATIONS, TYP. - - - - - - - - - - - - SCREWS EA. STUD, TYP. SIDE. ATTACH W/#10 SELF TAPPING SCREWS 600S162-54 HORIZONTAL SUPPORTS 048" T, OR SPOT WELDS, (TYP. AT EA STUD) O.C. SPAN (3) ROOF BAR JOISTS (TYP.) 362S162-33 STUD DIAGONAL BRACE 1/2" DIA. THREADED N ; 048" O.C. ANCHOR TO BOTTOM FLUTE BOLT W/NUT & OF ROOF DECKING AND PARTITION STUD () # 6X20 a MTL STUDS ' WASHER 0 BAR JOIST 4 10 SELF TAPPING SCREWS 9 GYP. BD. FOR PAINT, PER ELEV. `:, ® EA. LAP, TYP. TYP. EXCEPT MAIN ' 60OS162-33 STUDS 024" O.C. ( �t i 362S162-33 STUD DIAGONAL BRACE) co ---------------` BRACE 048" O.C. y SEE ELEVATIONS - - - - - - - - - - - --- - -- --fi SUSPENDED ACOUSTICAL DROP CEILING LINE, J 1_1/2»X1_1/2" 6"X20ga. TILE PER SHEET A2.0 PER ELEV. & RCP DROP CEILING LINE, (4) #10 SELF TAPPING SCREWS ®EA LAP PER ELEV. &RCP NOTE: 20ga. CONT. ANGLE, METAL STUD 6"X20ga. RADIUS FOR BRACES GREATER THAN 12'-0" GYP. BD. FOR PAINT, PER ELEV. TYP. AT OUTSIDE METAL STUD TRACK IN LENGTH USE 60OS162-54 60OS162-33 STUDS 0 24" O.C.-I"" .C. CORNER 1-1 /2"X 1-1 /2" 20ga. CONT. ANGLE, TYP. AT OUTSIDE CORNER DROPPED WALL SOFFIT PERPENDICULAR TO JOISTS GYP. BD. GEAR - SOFFIT, SEE RCP FOR HEIGHT RECESSED CAN LIGHT, SEE LIGHTING SCHEDULE GEAR SOFFIT PLAN @ 30 MIN CIRCUIT DROPPED WALL SOFFIT PARALLEL TO JOISTS 3 1/2" 20 GA. MTL STUDS ® 16" O.C. TO ADJACENT WALLS ON BOTH SIDES ACOUSTIC LAY -IN CEILING 5/8" GYPSUM BD (TYP) 0 RECESSED DOWNUGHT, SEE REFLECTED CEILING —� - - - - - PLAN11 ' CENTER 01 VARIES, SEE SHEET A2.0 d LINE OF GYPSUM BOARD END WALL I 00 FLOAT GLASS MIRROR ADHERED TO WALL SOFFIT SECTION @ VANITY COUNTER 3/8" ALL -THREAD WITH P1001 DOUBLE STRUT TO TOP OF JOISTS ABOVE, 3'-6- O.C. SPACING, SEE STRUCTURAL FOR ATTACHMENT TO JOISTS, TYP. SUSPENDED ACOUSTICAL TILE PER SHEET A2.0 6"x2Oga. METAL TRACK LED ROPE LIGHTING PER SHEET A2.0 6"x2Oga. METAL TRACK 5/8" GYP. BD. FOR PAINT FINISH PER ELEVATIONS, TYP. SEE ELEVATIONS 6"X20ga. METAL STUD 0 24" O.C. - GEAR SOFFIT DETAIL @ FRONT DESK NOTE: G.C. TO PROVIDE PROTECTIVE "J" MOULDING CORNER BEAD, TYP. OF ALL GYP. BD. CORNERS/EDGES \ N �0 -- 18" 1-1/2-x1-1/2" 20ga. In CONT. ANGLE, TYP. AT OUTSIDE CORNER BLACK CARD SPA GYP BD SOFFIT DETAIL 3/8" = 1'-0„ I I 1 N _ 1'-0" V—tj I- = 1'-0" 11 00 NOTE: G.C. TO PROVIDE PROTECTIVE "J" MOULDING CORNER BEAD, TYP. OF ALL GYP. BD. CORNERS/EDGES SUSPENDED ACOUSTICAL TILE PER SHEET A2.0 LED ROPE LIGHTING PER SHEET A2.0 5/8" GYP. BD. FOR PAINT FINISH PER ELEVATIONS, TYP. SEE ELEVATIONS 1-1 /2"xl -1 /2" 20ga. CONT. ANGLE, TYP. AT OUTSIDE CORNER 6"X20go. METAL STUD 1-1 /2-xl -1 /2" 20ga. CONT. ANGLE OR CONTINUOUS BLOCKING FOR ADDITIONAL SUPPORT HYDROMASSAGE GYP BD SOFFIT DETAIL RECESSED CAN LIGHT, CENTER ® EACH GEAR COG, i i " . B SEE LIGHTING SCHEDULE � I I Ii � n i n � I Ii i I Ii DROPPED BARREL VAULT SOFFIT AB E GEAR FOR GEAR SUPPORT, GYP. BD. FINISH OUTSIDE PER ELEVATIONS SOFFIT PLAN ____@ FRONT DESK 3/8" = l'-0- Planet Fitness 4 Liberty Lane West Hampton, New Hampshire 03842 Issue Sets No. I Issue Set I By Date Appr. ARCHITECT J Daniel K. Mullin, Architect, NCARB 517 S Main St. Moscow, ID 83843 P. (208) 892.8433 F. (208) 892-8533 r MEP ENGINEERS ::E Dave M. Saarem, P. E. 2188 Alfred Way co Carson City, NV 89703 P. (775) 772-9846 STRUCTURAL ENGINEERS Richard M. Welcher, P.E. Tatum Smith Welcher Engineers, Inc. 3100 S Market St, Suite 202 Rogers, AR 72758 P. (479) 621-6128 COPYRIGHT These plans are an instrument of service and are the property of DKMullin Architects, and may not be duplicated, disclosed, or reproduced without the written consent of DKMullin Architects. Copyright and infringement will be enforced and prosecuted. Project Manager Approval Architect/Engineer of Record ®F FCO '' :9 • A93323 Location 7910 GALL BLVD ZEPHYRHILLS, FL 33541 Project/Space No. Planet Fitness Tenant Improvement Sheet Title SOFFIT DETAILS Scale: As Shown Project No. Drawn By: C.W. 191205 Chk'd By: T.G. Sheet Issue Date: APRIL 15, 2020 A601 6 PLANET FITNESS New Club Network Purchasing and Installation Please road this document in its entirety as it includes important information regarding network requirements for your new Planet Fitness club and Pre -Sale location. Planet Fitness has developed relationships with specific vendors to streamline the IT (Information Technology) purchasing and installation for your new club and "Pre -Sale" location. By centralizing specific vendors for purchasing and installing your IT equipment and network, wo canbe assured that your network is PCI compliant, secured, efficient, and that you are receiving a fair price. Further standardizing our technology footprint will also help any IT and software support vendors (i.e. Visionary Support) troubleshoot issues. You should also confirm with your General Contractor that the proper network cabling has been installed, "roughed in" to the front counter (including extra drops) and each miscellaneous network device (i.e. music system/ClubCOMM, Hyrdo- Massage beds, etc.). You and your GC should refer to the "PF New Club Network Cabling" document (which only applies to network cabling) and read any additional documents regarding the Planet Fitness Club Network Setup. Please contact the following vendors for services and equipment pertaining to the club network. I. Local Internet Service Provider (ISP): Planet Fitness recommends that Comcast (or local cable ISP) be your first preference if you are able to get cable Internet. At minimum, you would want l6Mb by 3Mb download/upload speed, however 25Mb/5Mb - 5OMb/IOMb is best. If you need assistance finding Internet services, please contact PF Corporate IT and they will be happy to assist. 2. SH I: This vendor will be responsible for providing all of the required network devices (Examples: Sonicwall firewall, network switches, network cabinet, patch panel, etc.), facilitating a vendor to terminate all network cables and install all network devices while working with the General Contractor (GC) and Operations Manager/GM assigned at your new club. 3. Cerdant: This vendor will be responsible for monitoring and managing your Sonicwall firewall. See the document called "Enrolling your Sonicwall with Cordant.docx". 4. Ace Technology Advisors: This vendor will be responsible for supplying, configuring, Ft supporting your rendundant internet backup device (Cradlepoint). "'Not required, but highly recommended" 5. PF Corporate Pre -Sale Coordinators: Contact Michelle Jackson or Carlyn Vankleeck to order your Point -of -Sale terminals until otherwise directed by PF Corporate. You can still have someone locally who can handle supporting your network. This person should be involved in the network/device installation to understand the setup so they can help support your physical infrastructure in file future in the event you need physical, local assistance. By having a local IT contractor/employee, you still must follow the Planet Fitness Network Requirement Guidelines and use the vendors mentioned above. PLANET FITNESS New Club Network 6 Purchasing and Installation Please read this document in its entirety as it includes important information regarding network requirements for your new Planet Fitness club and Pre -Sale location. Planet Fitness has developed relationships with specific vendors to streamline the IT (Information Technology) purchasing and installation for your now club and "Pre -Sale" location. By centralizing specific vendors for purchasing and installing your IT equipment and network, we can be assured that your network is PCI compliant, secured, efficient, and that you are receiving a fair price. Further standardizing our technology footprint will also help any IT and software support vendors (i.e. Visionary Support) troubleshoot issues. You should also confirm with your General Contractor that rite proper network cabling has been installed, "roughed in" to the front counter (including extra drops) and each miscellaneous network device (i.e. music system/ClubCOMM, Hyrdo- Massage beds, etc.). You and your GC should refer to the "PF New Club Network Cabling" document (which orgy applies to network cabling) and read any additional documents regardingthe Planet Fitness Club Network Setup. Please contact the following vendors for services and equipment pertaining to the club network. I. Local Internet Service Provider (ISP): Planet Fitness recommends that Comcast (or local cable ISP) be your first preference if you are able to get cable Internet. At minimum, you would want 16Mb by SIMh download/upload speed, however 25Mb/5Mb - 50Mb/IOMb is best. If you need assistance finding Internet services, please contact P F Corporate IT and they will be happy to assist. 2. SHI: This vendor will be responsible for providing all of the required network devices (Examples: Sonicwall firewall, network switches, network cabinet, patch panel, etc.), facilitating a vendor to terminate all network cables and install all network devices while working with the General Contractor (GC) and Operations Manager/GM assigned at your new Club. 3. Cerdant: This vendor will be responsible for monitoring and managing your Sonicwall firewall. See the document called "Enrolling your Sonicwall with Cerdant.doex". 4. Ace Technology Advisors: This vendor will be responsible for supplying, configuring, 6t supporting your rendundant internet backup device (Cradlepoint). "Not required, but highly recommended" 5. PF Corporate Pre -Sale Coordinators: Contact Michelle Jackson or Carlyn Vankleeck to order your Point -of -Sale terminals until otherwise directed by PF Corporate. You can still have someone locally who can handle supporting your network. This person should be involved in the network/device installation to understand the setup so they can help support your physical infrastructure in the future in the event you need physical, local assistance. By having a local IT contractor/employee, you still must follow the Planet Fitness Network Requirement Guidelines and use the vendors mentioned above. A ot . Acr rrcnvorocr Aosrsons Al' Welcome to future -forward communications, We're ACETechnology Advisors, the preferred vendor for Cradlepoint / LTE connectivity and Primary ISP services for Planet Fitness. Our experience with Planet Fitness corporate and franchisee connectivity ensures your secure and total solution. Whether you're moving your services from Kore or just opening your franchise, you will receive a total end -to -end in solu- billin ti introductory analysis. ever lion, including Includes pricing, installation, y and support ..opera tonal within 4tl hours of an In rod 1 y y N fear ... our primary Internet with managed backup devices adheres to PCI Compliance and Mandated Guidelines. And it you need to order new devices, add existing sites, or if you need secondary connectivity, we're your one stop shop for new devices, primary ISP, back up connectivity and more. Our comprehensive suite of services includes: Fiber and COAX Qualifications Cradlepoint Devices and Engineers Fiber Installations Cradlecare Support Cable and Fiber Management Scalable Data Solutions Cable TV Services LTE Installation and Support Back Office Support Hosted VoIP l- 3 CD 0 U ■M LEI AER1600 and 1650 CBAS50 Primary router with built W cc Uular (a 1-1 Simplistic failnver device with routing • AER16WLPE-VZ capabilities • AER 165OLPE-VZ C13AB50L. P6-NA NetCloud Manager and CradleCare Cloud management platform and tech support • ECM-CC3YR-CAT2 911M AM IBR600 and 650 Compact router to run as backup with built in MC400 cellular failnver Extra modem when someone requires 2 • IBR60OLPE-VZ cellular connections at once • IBR650LPE-VZ MC40oLP6 IBR65OLPE-GN ACE will be contacting Franchises to discuss existing sand Pre -Sale services soon. Please contact us at the number below to discuss Pre -Sale roll outs. Standard 1-week intervals apply. Contact Andy Gregoire to coordinate your migration from KORE to ATA. agregoire@acetechadvlsors.com p:617.529,7537 acetechadvisors.com 6a 4'-0" tb Steps on Purchasing Services: I. The first step on purchasing services and equipment is to contact a telecommunications provider for the installation of your telecommunications services (TV, phone, Internet). Location/delivery of these services should be a utility room, away from the electrical panels. 2. Contact SHI for Phase I of network equipment ordering and scheduling a site survey and network installation. SHI will guide you through ordering to completion. 3. Contact Cerdant to setup monitoring services. 4. If your are ordering a Cradlepoint, contact Ace Technotgy Advisors to initiate the order. SHI will need to know if you are purchasing this device so they can make sure this device is included in the installation scope of work (SOW). Contact Information: • SH I: Contact Kate Sweedler - Kate_sweedler4shi.com and 603-502-7803 or Tina Ocepek - tina_ocepek4SHl.com or 512-814-4942 • Cerdant: pf*cerdant.com or 614-717-0123 • Ace Technology Advisors: agregoire@acetechadvisors.com 617.529.7537 • PF Corporate Pre -Sale: Bob Scammon Boh,Scammon :j1jfhc{_com and Andrea Leslie - Andrea.leshc �pfhg.com • PF Corporate IT: networking@pfhq.com (603) 750-0001 i planet fitness Requirements . Each cable run must be kept to a maximum of 295 feet (90 meters), so that with patch cords, the entire channel is no more than 328 feet (100 meters). This is a standard. Maintain the twists of the pairs as dose as possible to the point of termination, or no more than 0.5" (one half inch) untwisted. . Make only gradual bends in the cable where necessary to maintain the minimum bend radius of 4 times the cable diameter or approximately I" radius (about the roundness of a half -dollar). Dress the cables neatly with cable ties, using low to moderate pressure. Use low to moderate force when pulling cable. The standard calls for a maximum of 25 Ibf (pounds of force). . Use cable pulling lubricant for cable runs that may otherwise require great force to install. Keep cables as far away from potential sources of EMI (electrical cables, transformers, light fixtures, etc.) as possible. Cables should maintain a 12inch separation from power cables. . Install proper cable supports, spaced no more than 5 feet apart. . Always leave extra slack neatly coiled up in the ceiling or nearest concealed place. It is recommended that you leave at least 5 feet of slack at the work outlet end, and 10 feet of slack at the patch panel end. . Always use grommets to protect cable when passing through metal studs or anything that can possibly cause damage. . Always obey all local and national fire and building codes. Be sure to firestop all cables that penetrate a firewall. Use plenum rated cable where it is mandated. . DO NOT -Splice or bridge cable at any point. There should never be multiple appearances of cable. . DO NOT - Install cable that is supported by the ceiling tiles. This is unsafe, and is a violation of nearly all building codes. DO NOT - Use excessive force when pulling cable. DO N OT - Over tighten cable ties or use plastic ties. • DO N OT - Use oil or any other lubricant not specifically designed for network cable pulling as they can infiltrate the cable jacket, causing damage to the insulation. . Never install cables taught. A good installation should have the cables loose, but never sagging. . DO NOT - Allow the cable to be sharply bent, twisted, or kinked at anytime. This can cause permanent damage to the geometry of the cable and cause transmission failures. DO NOT -Tie cables to electrical conduits, or lay cables on electrical fixtures. G.C. TO COORD. TRACK LIGHTS WITH SIDE SHELVES WALL -MOUNT DIGITAL DISPLAY, G.C. TO PROVIDE POWER, ETHERNET & SOLID BLOCKING, VERIFY TV BRAND, AND SIZE W/ TENANT PRIOR TO ORDER 14'-0" 4'-0" 02072 - MINOR FOR REMODELING I GENERAL A. Remove designated building equipment and fixtures. B. Remove designated partitions and components. C. Cap and identify utilities. D. Temporary partitions to allow building occupancy. II PRODUCTS (Not Used) III EXECUTION 3.01 PREPARATION A. Erect and maintain weatherproof closures for exterior openings. B. Erect and maintain temporary partitions to prevent spread of dust, fumes, noise, and smoke to provide for Owner occupancy. C. Protect existing items which are not indicated to be altered. D. Disconnect, remove, and cap designated utility services within demolition areas. E. Mark location of disconnected utilities. Identify and indicate capping locations on Project Record Documents. 3.02 EXECUTION A. Demolish in an orderly and careful manner. Protect existing foundation supporting structural members and partitions and finishes to remain. B. Remove materials to be reinstalled or retained in a manner to prevent damage. C. Remove and promptly dispose of contaminated, vermin -infested, or dangerous materials encountered. D. Do not burn or bury materials on site. E. Remove demolished materials from site as work. -END OF SECTION - 03210 - WOOD DOORS I GENERAL 1.01 WORK INCLUDED A. Wood doors and panels, fire -rated and non -rated. B. Louvers. 1.02 REFERENCES A. ANSI/NWMA I.S. 1 - Industry Standard for Wood Flush Doors (Includes Standards II B. ANSI A 135.4 - Basic Hardwood. C. ASTM E152, UL 10B - Methods of Fire Tests of Door Assemblies. D. AWI - Quality Standards of Architectural Wood Work Institute. E. NFPA 60, 252 - Fire Doors and Windows, Standard Method of Fire Tests for Door Assemblies. 1.03 PERFORMANCE Acoustic Rating for Door and Frame Assembly - ASTM E90, Minimum STC 35. 1.04 QUALITY ASSURANCE A. Conform to requirements of ANSI/NWMA I.S.1 and AWI Quality Standard Section 1300 and 1400 Premium Grade for doors with transparent finish; Custom Grade for door with opaque finish. B. Fire Door and Panel Construction - conform to UL 10B. C. Installed Doors and Panels - Conform to NFPA 90 for fire -rated class indicated. 1.05 REGULATORY REQUIREMENTS Conform to applicable code for fire -rated doors and panels. 1.06 WARRANTY A. Provide five-year manufacturer's warranty. B. Warranty - Refinish and reinstall defective doors including doors which have warped or show construction behind face, as defined by WMA. 11. PRODUCTS 2.01 DOOR AND PANEL TYPES As indicated on Schedule. 2.02 FABRICATION A. Fabricate doors in accordance with AWI Quality Standards and UL requirements. Attach fire -rating label to door edge. EXECUTION 16KI]iEI:i-�1f ti A. Install doors in accordance with manufacturer's instructions. B. Machine cut relief for hinges and coring for handsets and cylinders. C. Trim door width by cutting equally on both jamb edges. Trim fire door width from lock edge edge only, to a maximum of 3/16 inch. D. Trim door height by cutting equally on top and bottom edges to a maximum of 3/4 inch. Trim fir door height at bottom edge only, to a maximum of one (1) inch. E. Pilot drill screw and bolt holes. Use threaded through bolts for half surface hinges. F. Prepare doors to receive finish hardware in accordance with ANSI/AWMA requirements. G. Conform to AWI requirements for fit tolerances. 3.02 INSTALLATION TOLERANCES Maximum diagonal distortion- 1/16 inch. Inch measured with straight edge, corner to corner. 3.03 ADJUSTING AND CLEANING Adjust for smooth and balanced door movement. -END OF SECTION- Internet y. f i' Redundant Backup Internet RG) 09300 - TILE I. GENERAL 1.01 SECTION INCLUDES Extent of wall and floor tile as shown on drawings and in schedule. 1.02 REFERENCES A. ANSI/TCA All08.1 - Specifications for the installation of ceramic tile. B. ANSI/TCA All 18.4 - Latex -Portland Cement Mortar. C. ANSI/TCA All36.1 - Organic adhesives for installation of ceramic tile, Type 1 and Type 2. D. ANSI/TCA All37.1 - Specifications for ceramic tile. E. TCA (Tile Council of America) - Handbook for Ceramic Tile Installation. 1.03 QUALITY ASSURANCE A. Conform to ANSI/TCA A137.1. B. Conform to TCA Handbook for Ceramic Tile Installation. 1.04 QUALIFICATIONS Installer: Company specializing in applying the work of this Section with minimum of three (3) years documented experience. 1.05 DELIVERY, STORAGE AND HANDLING A. Deliver materials in manufacturer's original, unopened containers with identifying labels intact and legible. B. Protect adhesives from freezing or overheating in accordance with manufacturer's instructions. 1.08 ENVIRONMENTAL REQUIREMENTS A. Do not install adhesives in a closed, unventilated enviroment. B. Maintain 50 degrees F during installation of mortar materials. 11. PRODUCTS 2.01 MANUFACTURERS - TILE As indicated on Schedule. 2.02 TILE MATERIAL A. Ceramic Tile: Standard grade to equal or exceed ANSI/TCA A137.1. B. Special Shapes: Provide to match field tiles as required, for inside and outside corners, coves, bullnose, thresholds, etc. 2.03 ADHESIVE MATERIALS Organic Adhesives: ANSI/TCA A136.1 - Type 1, thinset bond type. 2.04 ACCESSORIES Cleavage Membrane: 16 lb. asphalt saturated felt. III. EXECUTION 3.01 EXAMINATION A. Inspect areas and surfaces to receive tile to assure that they are square, level and plumb, and properly prepared and in acceptable condition. Notify Architect of any defects or deficiencies encountered. B. Do not proceed with work until unsatisfactory conditions have been corrected in a manner acceptable to installer. 3.02 PREPARATION A. Protect surrounding work from damage or disfigurement. B. Vacuum clean existing surfaces and damp clean. C. Seal substrate surface cracks with filler. Level existing substrate surfaces to acceptable flatness tolerances. D. Apply sealer or conditioner to surfaces as recommended by adhesive manufacturer. 3.03 INSTALLATION - THINSET METHOD A. Install adhesive, tile, threshold, and ground to TCA Handbook for Ceramic Tile Installation. B. Unless otherwise shown, lay tile in grid pattern. Align joints when adjoining tiles on floor, base, walls, and trim are the same size. Lay out tile work and center tile fields both directions in each space or on each wall area. Adjust to minimize tile cutting. C. Place thresholds at exposed tile edges. D. Cut and fit tile tightly to penetrations through tile. Form corners and bases neatly. Align floor, base and wall joint. E. Place tile joints uniform in width, subject to variance in tolerance allowed in tile size. Make joints watertight, without voids, cracks, excess mortar, or excess grout. F. Sound tile after setting. Replace hollow sounding units. G. Keep expansion or control joints free of adhesive or grout. Apply sealant to joints. H. Allow tile to set for a minimum of 48 hours prior to grouting. 1. Grout tile joints. J. Apply sealant to junction of tile and dissimilar materials and at junction of dissimilar planes. 3.04 CLEANING A. Upon completion of placement and grouting, clean all ceramic tile surfaces so they are free of foreign matter. B. Unglazed tile may be cleaned with acid solutions only when permitted by the the manufacturer's printed instructions, but no sooner than 14 days after installation. Protect metal surfaces, cast iron and vitreous plumbing fixtures from effects of acid cleaning. Flush the surface with clean water before and after cleaning. 3.05 PROTECTION A. When recommended by the tile manufacturer, apply a protective coat of neutral protective cleaner to completed tile walls and floors. Protect installed tile work with Kraft paper of other heavy duty covering during the construction period to prevent damage and wear. B. Prohibit all foot and wheel traffic from using tile floors for at least three (3) days, preferably seven (7) days. C. Before final inspection, remove protective coverings and rinse neutral cleaner from all tile surfaces. - END OF SECTION - 06200 FINISH CARPENTRY I. GENERAL 1.01 SECTION INCLUDES A. Finish carpentry items, other that shop prefabricated casework. B. Hardware and attachment accessories. 1.02 REFERENCES A. ANSI/NPKN KIP - American Standard for Hardwood and Decorative Plywood. B. ANSI A135.4 - Basic Hardwood. C. AWI - Quality Standards. D. FS MM-L 736 - Lumber, Hardwood. E. FS MMM-A-130 - Adhesive, -Contact. F. PS 1 Construction and Industrial Hardwood. rdwood. a G. PS 20 - American Softwood Lumber Standards. H. UL - Underwriters Laboratories. 1.03 REGULATORY REQUIREMENTS Conform to applicable code for fire retardant requirements. 1.04 DELIVERY, STORAGE AND HANDLING Store materials in ventilated, interior locations under constant minimum temperatures of 60 degrees F and maximum relative humidity of 55%. II. PRODUCTS 2.01 ADHESIVE A. Contact adhesives FS MMM-A-130; solvent release type. B. Wall adhesive: Colvent release, cartridge type, compatible with wall substrate, capable of achieving duable bond. 2.02 ACCESSORIES A. Nails: Size and type to suite application, plain finish. B. Bolts: Nuts, washers, blind fasteners, logs, and screws - size and type to suite application, plain finish. C. Wood Filler: Oil base, tinted to match surface finish color. PLANET FITNESS Club Network Option 1 - Business Class Internet Internet Service SonicWall TZ 215 Provider Modem Firewall / Router POS Network Switch POS 1 POS 2 Private Wireless ��0 Network (hidden Onetwork, broadcasted i 0 qp V vivo - I �J------i 17- by SonicWall) Network Switch Network Printer 11 Guest Wireless Security Camera DVR Time Clock Clubcom Hydro _ -- - Massage Bed Manager PC III. EXECUTION 3.01 EXAMINATION A. Verify that surfaces and openings are ready to receive work and that field measurements are as shown on shop drawings. B. Verify mechanical, electrical, and building items affecting this work are placed / ready to receive work. C. Beginning of installation means acceptance of substrate. 3.02 PREPARATION A. Install work in accordance with AV1 Custom Quality Standards. B. Set and secure materials and components in place, plumb and level. C. Install paneling with full bed contact adhesive applied to substrate as recommended by manufacturer. 3.04 TOLERANCES A. Maximum variation from true position - 1/16 inch. B. Maximum offset from true alignment with abutting materials - 1/31 inch. 3.05 PREPARATION FOR SITE FINISHING Set exposed fasteners. Apply wood filler in exposed fastener indentations. Sand work smooth. - END OF SECTION - 96260 - GYPSUM BOARD SYSTEMS L GENERAL 1.01 WORK INCLUDED A. Metal stud wall framing. B. Gypsum board. C. Taped and sanded joint treatment. 1.02 PREFERENCES A. ANSI/ASTM 036- Gypsum wallboard. e. ANSI/ASTM 0475- Joint treatment materials for gypsum wallboard construction. C. ANSI/ASTM C514 Nails for the application of gypsum wallboard. D. ANSI/ASTM 0630- Water resistant gypsum backing board. E. ANSI/ASTM 0645 - Non -load (Axial) Bearing steel studs, runners (Track) and rigid furring channels for screw application of gypsum board. F. ANSI/ASTM C646 - Steel drill screws for the application of gypsum sheet material to light gauge steel studs. G. ANSI/ASTM C754 - Installation of framing members to receive screw attached gypsum wallboard, backing board, or water-resistant backing board. H. GA - 201 - Gypsum board for walls and ceilings. I. GA-216 - Recommended specifications for the application and finishing of gypsum board 1.03 REGULATORY REQUIREMENTS Conform to applicable code for fire -rated assemblies as listed by UL II. PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS - GYPSUM BOARD SYSTEM A. United States Gypsum. B. Gold Bond Building Products. C. Substitutions - Approved equal. 2.02 FRAMING MATERIALS A. Studs and tracks, shaft wall studs, furring ANSI/ASTM C645 galvanized sheet steel; size and shops as shown on drawings. Studs to be 25 gauge unless otherwise noted. B. Fasteners: ANSI/ASTM C546, GA 201 and GA 216 recommended for application by manufacturer. C. Adhesive: ANSI/ASTM C557, GA 201 and GA 216 as recommended for application by manufacturer 2.03 GYPSUM BOARD MATERIALS Standard Gypsum Board: ANSI/ASTM C36, 5/8" thick maximum permissible length, ends square cut, tapered edges. A. Corner Beads - metal. B. Edge Trim - GA 201 and GA 216; Type L Bead. C. Blocking - Screw wood blocking to studs. Install blocking for support of plumbing fixtures, toilet partitions, wall cabinets, toilet accessories, and hardware. D. Coordinate installation of bucks, anchors, blocking, electrical and mechanical work placed in or behind partition framing. 3.02 GYPSUM BOARD INSTALLATION A. Install gypsum board in accordance with GA 201 and GA 216 and manufacturer's instructions. B. Erect single layer gypsum board vertically, with edges and ends occurring over firm bearing. C. Use screw when fastening gypsum board to metal furring or framing. Spacing as required by code. D. Provide Level 4 gypsum board finish per GA 214 3.30 JOINT TREATMENT A. Tape, fill and sand exposed joints, edges and corners to produce smooth ready to receive finishes. B, Feather coats onto adjoining surfaces so that camber is maximum 1/32 inch. C. Erect in accordance with manufacturer's instructions. 3.04 TOLERANCES Maximum variation from true flatness - 1/8 inch in 10 feet in any direction. -END OF SECTION- 09511 - SUSPENDED CEILING I. GENERAL 1.01 WORK INCLUDED A. Suspended metal grid ceiling system. B. Acoustical tile. C. Fire -rated assembly with gypsum board boxes over light fixtures. 1.02 REFERENCES A. ASTM C635 - Metal suspension systems for acoustical tile and lay -in panel ceilings. B. ASTM C636 - Installation of metal ceiling suspension systems for acoustical tile and lay -in panels. C. UL - Underwriter's Laboratories System Ratings. 1.03 SYSTEM DESCRIPTION Installed System: Conform to UL approved systems for ceiling and floor ceiling and roof assemblies. 1.04 REGULATORY REQUIREMENTS A. Conform to applicable code for fire rated assembly. B. Conform applicable code for earthquake resistant assembly. 1.05 ENVIRONMENTAL REQUIREMENTS Maintain uniform temperature of minimum 60 F and humidity of 20 to 40 percent to, during and after installation. 1.06 SEQUENCING/SCHEDULING A. Do not install acoustical ceilings until building is enclosed, sufficient heat is provided, dust -generating activities have terminated, and overhead work is completed, tested and approved. B. Schedule installation of acoustic units after interior wet work is dry. II. PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS - SUSPENSION SYSTEM As indicated on Schedule. 2.02 SUSPENSION SYSTEM MATERIALS A. Grid: ASTM C635 as applicable to type of suspension system required for type of ceiling units indicated. Direct -hung suspension system, intermediate duty. B. Accessories: Stabilizer bars, suppression struts, clips, splices, edge moldings and hold-down clips required for suspended grid system. C. Grid Materials: Commercial quality, cold rolled steel with galvanized coating. D. Grid Finish: White. E. Support Channels and Hangers: Galvanized steel; size and type to suit application, to rigidly secure acoustic ceiling system, including integral mechanical and electrical components with maximum deflection of 1/360. F. Attachment Devices: Size for five (5) times design load indicated in ASTM C635, Table 1, Direct Hung. G. Hanger Wires: Galvanized carbon steel, ASTM A641 soft temper, prestretched stress load of at least three (3) times design load, but not less than 12 gauge (0.105"). 2.03 ACCEPTABLE MANUFACTURERS ACOUSTIC UNITS As indicated on Schedule. III. EXECUTION 3.01 INSPECTION A. Verify that existing conditions are ready to receive work. B. Verify that layout of hangers will not interfere with other work. C. Installer must notify contractor in writing of unsatisfactory conditions. D. Do not proceed with work until unsatisfactory conditions have been corrected in a manner acceptable to installer. 3.02 INSTALLATION A. Install system in accordance with ASTM C636 and as supplemented in this Section. B. Install fire -rated system in accordance with UL design requirements. C. Install after major above ceiling work is complete. Coordinate the location of hangers with other work. D. Furnish layouts for inserts, clips, or other supports required to be installed by other trades for support of acoustical ceilings. E. Hang system independent of walls, columns, ducts, pipes and conduit. Where carrying members are spliced, avoid visible displacement of face plans of adjacent members. F. Locate hangers near each end and spaced 4'-0" along each carrying channel or direct -hung runner. G. Where ducts or other equipment prevent the regular spacing of hangers, reinforce the nearest affected hangers and related carrying channels to span the extra distance. H. Locate system according to reflected plan. Avoid use of less than half -width units of borders. I. Do not support components on main runners or cross runners if weight causes total dead load to exceed deflection capability. Support fixture loads by supplementary hangers located within six (6) inches of each corner, or support components independently. J. Do not eccentrically load system or produce rotation of runners. K. Install edge molding at intersection of ceiling and vertical surfaces using longest practical lengths. Miter corners. Provide edge moldings at junctions with other interruptions L. Form expansive joints to accommodate plus or minus one inch movement. Maintain visual closure. M. Fit acoustic units in place, free from damaged edges or other defects detrimental to appearance and function. N. Lay directional patterned units with pattern running in one direction. Fit border neatly against abutting surfaces. 0. Install acoustic units level, in uniform plan, and free from twist warp and dents. P. Lay acoustic insulation for a distance of 48 inches either side of acoustic partitions, as indicated. Q. Install hold-down clips to retain panel tight to grid system within 20 ft. of an exterior door. R. Install tight fixture boxes constructed of gypsum board above light fixtures in accordance with UL assembly requirements. S. Install suppression struts as required to meet earthquake resistance standards as set by local codes. 3.03 TOLERANCES A. Variation from flat and level surface- 1/8 inch in 10 feet. B. Variation from plumb of grid members caused by eccentric loads two degrees maximum. -END OF SECTION- 09900 - PAINTING I. GENERAL 1.01 WORK INCLUDED A. Surface preparation. B. Surface finish schedule. 1.02 REFERENCES A. ANSI/ASTM D16 - Definitions of Terms Relating to Paint, Varnish, Lacquer, and Related Products. B. ASTM D2016 - Test Method for Moisture Content of Wood. 1.03 QUALITY ASSURANCE Applicator: Company specializing in commercial painting and finishing with three (3) years documented experience. 1.04 SUBMITTALS A. Provide product data on all finishing products. B. Submit two (2) samples, illustrating range of colors and textures available for each surface finishing product scheduled, for selection. C. Submit manufacturers application instructions. 1.05 DELIVERY, STORAGE AND HANDLING A. Deliver products to site in sealed containers labeled by the manufacturer; inspect to verify acceptance. B. Container labeling to include manufacture's name, type of paint, brand name, brand code, coverage, surface preparation, drying time, clean up, color designation, and instructions for and reducing. C. Store paint materials at a minimum ambient temperature of 45 F and a maximum of 90 F in well ventilated areas, unless required otherwise by manufacturer's instructions. D. Take precautionary measures to prevent fire hazards and spontaneous combustion. 1.06 ENVIRONMENTAL REQUIREMENTS A. Provide continuous ventilation and heating facilities to maintain surface and ambient temperatures above 45 F for 24 hours before, during and 48 hours after application at finishes, unless required otherwise by manufacturers instructions. B. Minimum application temperature for latex paints is 45 F for interiors, 50 F for exteriors, unless required otherwise by manufacturer's instructions. C. Minimum application temperature for varnish and clear finishes 65 F for interior or exterior unless required otherwise by manufacturer's instructions. II. PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS As indicated on Schedule 2.02 MATERIALS A. Ready -mixed, except field catalyzed coatings. Process pigments to be a soft paste consistency, capable of being readily and uniformly dispersed to a homogenous coating. B. Coatings: Good flow and brushing properties, capable of drying or curing free of streaks or sags. C. Notify Contractor in writing of any unsatisfactory conditions. Do not begin work until all unsatisfactory conditions have been corrected. III. EXECUTION 3.02 PREPARATION A. Remove electrical plates, hardware, light fixture trim, and fittings prior to preparing surfaces or finishing. B. Correct minor defects and clean surfaces which affect work of this Section. C. Shellac and seal marks which may bleed through surface finishes. D. Gypsum Board Surfaces: Latex fill minor defects. Spot prime defects after repair. E. Shop -Primed Steel Surfaces: Sand and scrape to remove loose primer and rest. Feather edges to make touchup patches inconspicuous. Clean surfaces with solvent. Prime bare steel surfaces. F. Interior Wood Items Scheduled to Receive Finish: Wipe off dust and grit prior to priming. Seal knots, pitch streaks and sappy sections with sealer. Fill nail holes and cracks after primer has dried; sand between coats. G. Wood and Metal Doors Scheduled for Painting: Seal top and bottom edges with primer. H. Powder Coating System Substrate: Steel Preparation: Metal Preparation Standards Metal preparations covers two steps in the finishing process, cleaning and treatment -cleaning being the removal of foreign substances and treatment - that operation performed to improve adhesion and ultimate durability by etching, depositing other substances, or otherwise changing the surface character of the metal. In some instances both of these steps are performed in one operation, though generally to a limited degree. Chemical Treatments: 1. Crystalline Phosphate a. There are several patented systems employing the phosphate principal which include proper cleaning followed by chemical treatment. The phosphating solutions consist of phosphoric acid and metal phosphates which react with and deposit complex crystals on the metal. The crystalline, somewhat porous surface is excellent as a paint base, giving improved adhesion, corrosion, and corrosion creep resistance. Most commonly, the treatment consists of a four stage treatment. Four Stage Treatment 1. Alkali or emulsion cleaning 2. Rinse 3. Phosphating Solution 4. Rinse Topcoat: Sherwin-Williams POWDURA Polyester (TGIC Free) Powder Coating 2.0-4.0 mils dit 3.03 PROTECTION A. Protect elements surrounding the work of this Section from damage or disfigurement B. Repair damage to other surfaces caused by the work of this Section. C. Furnish drop cloths, shields, and protective methods to prevent spray of droppings From disfiguring other surfaces. D. Remove empty paint containers from site. 3.04 APPLICATION A. Apply products in accordance with manufacturers instructions. B. Do not apply finishes to surfaces that are not dry. C. Apply each coat to uniform finish. D. Apply each coat of paint slightly heavier than preceding coat unless otherwise approved. E. Send lightly between coats to achieve required finish. F. Allow applied coat to dry 24 hours before next coat is applied. G. Where clear finishes are required, tint fillers to match wood. Work fillers into the grain before set. Wipe excess from surfaces. H. Two -coat Finish Work; Provide total dry film thickness of not less than 2.5 mills of coating system of prime and finish coats. I. Three -coat Finish Work: Provide total dry film thickness of not less than 4.0 mills for coating system of prime and finish coats. 3.05 CLEWING A. As work proceeds. promptly remove paint where spilled. splashed or splattered. B. During progress of work, maintain premises free of unnecessary accumulation or tools, equipment, surplus materials, and debris. C. Collect cotton waste, cloths. and materials which may constitute a fire hazard. Place in entire closed metal containers and remove daily from site. -END OF SECTION - ASBESTOS NOTE It is the Contractor's responsibility to investigate and adhere to all Federal, State, and Local codes with regard to the use of asbestos -containing materials. The Contractor will be liable for testing, removal and ownership of asbestos -containing materials along with damages incurred if any codes or statutes are violated. This statement does not hold the Contractor responsible for discovery of existing, on -site asbestos -containing material. 096W - RESILIENT FLOORING I. GENERAL 1.01 SECTION INCLUDES Resilient tile flooring 1.02 RELATED SECTIONS - fort• 1.03 REFERENCES A. ASTM E84 - Surface burring characteristics of building materials. B. FS-T-312 - Tile Floor:; Asphalt, rubber, vinyl, vinyl composition. 1.04 REGULATORY REQUIREMENTS Conform to applicable code for flame/fuel/smoke rating requirements in accordance with ASTM E84. 1.05 OPERATION AND MAINTENANCE DATA A. Submit cleaning and maintenance data. B. Include maintenance procedures, recommended maintenance materials and suggested schedule to cleaning, stripping and re -waxing. 1.08 ENVIRONMENTAL REQUIREMENTS A. Store materials for three (3) days prior to installation in area of installation to achieve temperature stability. B. Maintain ambient temperature required by adhesive manufacturer three (3) days prior to, during, and 24 hours after installation of materials. II. PRODUCTS 2.01 MANUFACTURERS - TILE FLOORING Manufacturer as indicated on Schedule. III. EXECUTION 3.01 EXAMINATION A. Verify that surfaces are smooth and flat with maximum variation of 1/8 inch in 10 feet and are ready to receive work. B. Verify concrete floors are dry to a maximum moisture content of seven (7) percent, and exhibit negative alkalinity, carbonization or dusting. C. Beginning of installation means acceptance of existing substrate and site conditions. 3.02 PREPARATION A. Remove subfloor ridges and bumps. Fill low spots, cracks, joints, holes, and other defects with subfloor filler. B. Apply, trowel and float filler to leave a smooth, flat, hard surface. C. Prohibit traffic from area until filler is cured. D. Vacuum clean substrate. 3.03 INSTALLATION - TILE MATERIAL A. Install in accordance with manufacturer's instructions. B. Mix tile from container to ensure shade variations are consistent. C. Spread only enough adhesive to permit installation of materials before initial set. D. Set flooring in place. press with heavy roller to attain full adhesion. E. Install tile to square grid pattern with all joints aligned. Allow minimum 1/2 full-size tile with at room or area perimeter. F. Scribe flooring to walls, columns, cabinets, floor outlets, and other appurtenances to produce tight joints. 3.04 PROTECTION Prohibit traffic on floor finish for 48 hours after installation. 3.05 CLEANING A. Remove excess adhesive from floor, base and wall surfaces. B. Clean, seal and wax floor and base surfaces In accordance with manufacturer's instructions. -END OF SECTION - the fr,~ _ Planet Fitness 4 Liberty Lane West Hampton, New Hampshire 03842 Issue Sets No. I Issue Set I By Date Appr- ARCHITECT J Daniel K. Mullin, Architect, NCARB 517 S Main St. Moscow, ID 83843 P. (208) 892.8433 r: F. (208) 892.8533 MEP ENGINEERS ::E Dave M. Saarem, P. E. co 2188 Alfred Way Carson City, NV 89703 :3 P. (775) 772.9846 STRUCTURAL ENGINEERS Richard M. Welcher, P.E. Tatum Smith Welcher Engineers, Inc. 3100 S Market St, Suite 202 � i ::E Rogers, AR 72758 P. 621-6128 (479) UJ 0 COPYRIGHT These plans are an instrument of service and are the property of DKMullin Architects, and may not be duplicated, disclosed, or reproduced without the written consent of DKMullin Architects. Copyright and infringement will be enforced and prosecuted. Project Manager Approval Architect/Engineer of Record �A,�o�.FLo9'®'9 �• AFLK.1W •••6 �/ - i ., .• O ._ . . AR93323 :• 1 ••'C` ii,; ••�� •22-20 R 6 AR 1 � Location 7910 GALL BLVD ZEPHYRHILLS, FL 33541 Project/Space No. Planet Fitness Tenant Improvement Sheet Titte SPECIFICATIONS Scale: As Shown Drawn By: C.W. Chk'd By: T.G. Issue Date: APRIL 15, 2020 Project No. 191205 Sheet G1.0 Y TYPICAL 5TRUGTURAL A55REYIATION5 Structural Joist General Notes Design Loads the CON5TRUCTION SAFETY GENERAL NOTE 9 A.R. ANCHOR ROD E.W. EACH WAY MAX. MAXIMUM SECT SECTION THE STRUCTURAL ENGINEER SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUE5, SEQUENCES OR 5200.1. 1. Exist. Roof Dead Load: 20 psf • � AGI AMERIGAN CONCRETE EA EACH MBM METAL BUILDING SEOR STRUCTURAL ENGINEER OF PROCEDURES, OR FOR SAFETY PRECAUTIONS AND PROGRAM5, SINGE THESE ARE 50LELY THE CONTRACTOR'S RE5PON5115ILITY. Existing steel joists are presumed to be in good condition and in compliance with the Steel Joist Institute specifications. Any damage to existing joists INSTITUTE EL. ELEVATION MANUFACTURER RECORD shall be reported to the Architect/5tructural Engineer prior to adding load to the structure. 2. Roof Live Load: 20 psf; �. • AISG AMERIGAN INSTITUTE OF EQ. EQUAL MEGH MECHANICAL SIM SIMILAR 5200.2. 3. Snow Load: O psf t STEEL CONSTRUCTION MFR MANUFACTURER 5JI STEEL J015T INSTITUTE W EXIST. EXISTING Structural Steel General Notes Do not overweld or burn through joist material. Any damage to the existing joist shall be reported to the Structural Engineer immediately. ARCH. ARCHITECT EXP. EXPANTION MFR'D MANUFACTURED SPA SPACING 4. Wind Load: aj A5TM AMERIGAN SOCIETY OF F.5. FAR SIDE MIN MINIMUM SPECS SPECIFICATIONS 5100.1. Ultimate Design Wind speed (Vuit) 131 mph ;::. ,<A t5 TESTING MATERIALS MISG MISCELLANEOUS STD STANDARD All detailing, fabrication and erection of structural steel shall conform to the requirements of the A15C Specification for the Nominal Design Wind Speed (Vasd) 106 mph ® M FDN FOUNDATION g. a p BLDG BUILDING FIN Risk Category FIN15H MTL METAL STIFF STIFFENER Design, Fabrication and Erection of Structural Steel for Buildings. 9 y II BM BEAM FLR. FLOOR N.5. NEAR SIDE 5TL STEEL Wind Exposure C_ BOTT. BOTTOM O.C.ON CENTER TOG TOP OF CONCRETE 5100.2. Internal Pressure Coefficient, GG = ±0.18 FTG. FOOTING All steel angles 6 rods shall conform to the requirements of A5TM A36. BRG BEARING g q GA GAUGE O.F. OUTSIDE FAGS TOF TOP OF FOOTING 5. Components +� Cladding Wind Loads (Unreduced): GLR CLEAR GALV GALVANIZED OPNG OPENING TOS TOP OF STEEL 5100.3. Width of Edge Zone (a) = -7.05 ft g COL. COLUMN Roof Downward (100 ft2) H.S.A. HEADED STUD ANCHOR FED PEDESTAL TOW TOP OF WALL All welding shall conform to the Specifications of the American Welding Society. Welding electrodes shall be E-�O low hydrogen GONG. CONCRETE HK HOOK PLF POUNDS PER FOOT TRANS. TRANSVERSE series. Welding shall be done by a certified welder. Corner/Edge Zone = 35.4 psf GONN CONNECTION Interior Zone = 13.2 psf HORIZ HORIZONTAL PROD PROJECTION TYP TYPICAL CONT. CONTINUOUS 5100.4. Roof Downward (10 ft) Planet Fitness J.B.E. JOIST BEARING ELEVATION PSF POUNDS PER SQUARE FOOT UNO UNLESS NOTED OTHERWISE No openings shall be cut in structural members unless shown on the drawings. Corner/Edge Zone = 41.0 psf DIA, or DIAMETER J5T JOIST P51 POUNDS PER SQUARE INCH VERT VERTICAL g Interior Zone = 16.'1 psf 4 Liberty Lane West JT JOINT R RADIUS vv/ WITH 5100.5. Roof uplift (100 ft-2) Hampton, New Hampshire 03842 DIM DIMENSION L ANGLE REINF REINFORCEMENT WP WORK POINT All exposed edges of plates, beams, etc., shall be shop ground smooth and uniform. Corner/Edge Zone = 44.4 psf DN DOWN LG LONG WREQ'D REQUIRED WF WELDED WIRE FABRIC, Interior Zone = 5-7.5 psf do DITTO 5100.6. Roof Uplift (10 W) LLH LONG LEG HORIZONTAL RTU ROOF TOP UNIT �. CENTER LINE = Corner/Edge Zone bq psf DTL. DETAIL LLV LONG LEG VERTICAL 5.0.6. SLAB ON GRADE FE PLATE Steel fabricators shall hold A150 Building QMS Certification for Steel Building structures. 9 p DWG DRAWING LONG. LONGITUDINAL SCHEV SCHEDULE 5100.1. Interior Zone = 41 psf Steel erectors shall be certificated by A15C as a Certified Steel Erector. 6. Building Code: TATUM 201-7 Florida Building Code CONTRACTOR NOTES: REF 15 FOR CHORD SMITH ^�-____ CHORD REINF. 1. J015T MODIFICATION MUST BE COMPLETED PRIOR TO INSTALLATION OF NEW ROOF TOP UNITS TO THE ROOF STRUCTURE. I ' 2. NOT ALL DETAILS 5HOWON ON 1/51.2 ARE APPLICABLE TO THE REQUIRED JOIST MODIFICATION 5CPE OF WORK FOR I 1J THIS PROJECT - REF. J015T MODIFICATION SCHEDULE 1B/51.2. 51.2 EXISTING 1K 3. CONTRACTOR SHALL USE EXTREME CAUTION WHEN WELDING TO THE EXISTING FRAMING IN ORDER TO GUARD AGAINST I SEE ROOF DECK 51.2 --- . WELCHER BURNING THROUGH AND DAMAGING THE STRUCTURAL INTEGRITY OF THE FRAMING MEMBERS. l rYP. I 4. CONTRACTOR SHALL FIELD VERIFY J015T CONFIGURATION BEFORE STEEL FABRICATION. VERIFY NEW WEB AND CHORD 1D - 1/8 5GHED. REINFORCEMENT WILL FIT AS DETAILED. NOTIFY STRUCTURAL ENGINEER IMMEDIATELY OF ANY DISCREPANCIES. DO NOT 51.2 L TERMINATE CHORD OR WEB REINFORCEMENT BETWEEN J06T PANEL POINTS. FZHIE�D EE - 1 .`__ TSW #: 20046 PM: JTN DE: BWL 5. ROD SPLICES IN ALL GASES SHALL CONFORM TO ROD SPLICE DETAIL. 6. CHORD $ WEB REINFORCEMENT SHALL EXTEND BEYOND MINIMUM LENGTH5 LISTED TO NEXT PANEL POINT LOCATION. 1/8 1 yP- 51.2 -7. PROVIDE PHOTOS OF ALL J015T SEATS TO THE ENGINEER BEFORE JOIST SEAT MODIFICATION SHOWN ON 1K/51.2 15 1/8 PERFORMED. REF. 1B AND 1F 1/8 1 �' REF. 1B FOR 1G OR � 1 FOR WEB REINF. CHORD REINF. 7I1 EXISTING 8. REF. ROOF FRAMING PLAN FOR J015T ORIENTATION AND ASSOCIATED MODIFICATION PO51TIONIN6 ON JOIST. 1/5 1 4 JOIST GIRDER EXI5TING JOIST TYP. Issue Sets J015T MODIFICATION 50HEDUL� REF. No. Issue Set By Date Appr. AND 1F ,/8 1 FOR WEB REINF. EXISTING J015T SEE REF. 1B FOR REF. 1B AND 1F 1/8 1" CHORD REINFORCEMENT WEB REINFORCEMENT TYP. CHORD FOR REINF. I ING TOM CHORD REINF. FOR WEB REINF. TYP. EA. END VIEW MARK 1/8 SGHED.11�V ill 1/be 1" PAN BOTTOM CHORD PANEL POINT 51ZE AND TYPE WELD PATTERN MIN. LENGTH SIZE AND TYD PE MIN. LENGTH A B 10: J015T MODIFICATION 5ECTION 10: JOIST MODIFICATION ENLARGED SECTION 1E: ROD 5PLICE DETAIL 1F: J015T WEB MODIFICATION G lddhh JM1 N/A N/A N/A N/A L1 1/4 x 1 1 /4 x 3/16 16'-0" 14'-0" 3 SIDES EA END/1/8 15: J015T MODIFICATION 50HEDULE FE 1/4" x 5" x (CUT TO FIT) �) (N.S. 4 F.5.) EXISTING JOIST EXISTING JOIST I CHORD ANGLE CHORD ANGLE _ DOPE SEAT AS NEEDED TO PLACE 1 N REINFORGiNGB FE 1/4" x 5" x (GUT TO FIT) A B REF. 1B FOR WEB REINF. ALIGN (�- OF NEW ANGLE 1L EACH 51DE WITH � OF EXISTING G REF 1B FOR WEB REINF TYPE, D REF. 1B FOR J015T WEB MEMBER 51.2 51ZE AND LENGTH EACH SIDE WEB REINF. EXISTING REF 1B FOR CHORD REINF TYPEWEB REINF , I REF 1B FOR 5" TYP . JOIST P P 51ZE AND LENGTH EACH 51DE I REF 1B FOR REF 11B FOR 1/5 WEB REINF. WEB REINF. I EXISTING J015T WEB ANGLE DOPE EXISTING SEAT AS WITH CRIMPED ENDS EXISTING INCORRECT CORRECT REQUIRED AND WELD NEW J015T ROD WEB REINFORCING TO PLATE I 10 10 10 16: EXI5TING J015T WEB ANGLE5 1H: EXl5TING WEB B ROD 1J: REINFORCING PLACEMENT ALONG CHORD ANGLE5 1K: EG Xl5TINJ015T 5EAT REINFORCEMENT 1L: JOIST SEAT 5ECTION 51.2 51.2 51.2 1A: J015T MODIFICATION DIAGRAM J015T MODIFICATION DETAIL5 CONTRACTOR NOTES: ARCHITECT 1 1. PROVIDE JOIST REINFORCING IN ACCORDANCE WITH THIS DETAIL FOR ALL NOT TO 5/,ALE RTU CONCENTRATED LOADS THAT ARE MORE THAN 3" FROM THE JOIST Daniel K. Mullin, Architect, NCARB PANEL POINT. 517 S Main St. \� WIND STRAP NOTE: 2. CONTRACTOR SHALL USE EXTREME CAUTION WHEN WELDING TO THE Moscow, ID 83843 1. SEE RTU MANUFACTURER FOR ALL NON -WIND STRAP EXISTING FRAMING IN ORDER TO GUARD AGAINST BURNING THROUGH AND DAMAGING THE STRUCTURAL INTEGRITY OF THE EXISTING MEMBERP• S. (208) 892-8433 CONNECTIONS TO TOP OF CURB. 3. JOIST REINFORCEMENT POINT LOADS 15 IN ADDITION TO ANY REQUIRED F. (208) 892-8533 RTU - SEE J015T MODIFICATION. RTU - SEE MECHANICAL MECHANICAL MEP ENGINEERS ATTACH RTU TO CURB USING (4) EXISTING J015T Dave M. Saarem, P.E. SEE RTU MANUFACTURER FOR 2" X 12 GA. STEEL STRAPS. ATTACH NOTES: CHORD ANGLE 2188 Alfred Way W RTU CURB - SEE ALL NON -WIND STRAP EACH STRAP USING (4) #12 TEK 1. PROVIDE SUPPORT ANGLES BELOW ALL NEW RTU'5 AND EXHAUST FANS. Carson City, NV 89703 CONNECTIONS SCREWS, TYP. EA. SIDE OF UNIT. 2. CONTRACTOR SHALL USE EXTREME CAUTION WHEN WELDING TO THE RTU CURB - SEE _ _.._._.. _...._..........-_......._ _. P. 775 772-9846 MECHANICAL EXISTING FRAMING IN ORDER TO GUARD AGAINST BURNING THROUGH AND MECHANICAL ATTACH CURB TO RTU SUPPORT DAMAGING THE STRUCTURAL INTEGRITY OF THE EXISTING MEMBERS. ATTACH PERIMETER OF ANGLE USING (4) 2" X 12 GA. CURB TO SUPPORT STEEL STRAPS. ATTACH EACH S- ANGLE5 USING #12 TEK STRAP U51NG (4) #12 TEK - - ---- - '---- - - ' - TRUCTURAL ENGINEERS _ ....... So, ZA @ 6" o.c., TYP. y I d ' / 50REW5, TYP. EA. 51DE OF UNIT. \` ( Richard M. Welcher, P.E. EXIST. ROOF DECK \ , / Tatum Smith Welcher Engineers, Inc. / f. ... .. �y:, ----------- - - - - -- - SMarketSt,Suite202 100 ------- -_---- _x t J x x 3/16 x x 3/16 2 2 Rogers, AR g 72758 /// P. (479) 621-6128 L6 x 4 x 3/8 (LLH) @ RTU PROVIDE L2X2X3/16 FIELD STRUT L3 x 3 x 1/4 @ EF EACH SIDE OF J015T. INSTALL ANGLE EXIST. PANEL 1 WITH ONE END AT LOCATION OF LOAD POINT, TYP. AND OTHER END AT A PANEL POINT 1/5 1" JL ( TYP. � ON THE OFF051TE CHORD, TYP. TYP. EACH END INCORRECT CORRECT 3/16 1/8 1" GH ANGLE COPY EXIST. JOIST, TYP. RTU SUPPORT ANGLES - \\- EXIST. JOIST- HT SEE PLAN TYP These These tans are an instrument of service and are SEE 3/51.2 1/5 the property of DKMullin Architects, and may not be 1 I P . JOIST REINFORCEMENT AT RTU duplicated, disclosed, or reproduced without the '�'�'�/ written consent of DKMullin Architects. Copyright TYI=. RTU 5UFFORT AND kNIN�D STRAP DETAIL 1 1 P. RTU 4 EF SUPPORT ANO L E5 DETAIL POINT LOAD5 DETAIL. and infringement will be enforced and prosecuted. 2 NOT TO 5GALE NOT TO 5GAL F- 4 NOT TO 50ALE Project Ma``nagerr(Ap�pr�ov�al Z WIND STRAP NOTE: 1. SEE RTU MANUFACTURER FOR ALL NON -WIND 5TRAP CONNECTIONS TO Architect/Engineer of Record Z TOP OF CURB. 0 C9 c RTU SUPPORT FRAMING NOTES: N ,11111111/I 1. CONTRACTOR SHALL FILED VERIFY THAT THE EXISTING CURB 15 FULLY �N NEW 1 1/2" x B20 5UPPORTED ON ALL 4 SIDES BY AN6LE5. ,�o �pRTlq� o NOTES: &A` ROOF DECK INFILL ��� �.•i:•:�F`��i�, 1. SEE ARCH. DRAWINGS FOR 2. IF EXISTING CURB 15 NOT FULLY SUPPORTED ON 4 51DF-S BY ANGLE5 THEN ,� Q . `G E N v 51.2 ADDITIONAL ANGLES MUST BE INSTALLED PER 3/51.2. .�•• 3625162-53 METAL STUDS @ 16" o.c. INSULATION AND FLASHING DETAILS. . o 663 • u- W/362T150-33 TRACK EACH END - 2• GAP SLOPE TO MATCH EXIST. ROOF EXIST. JOIST, TYP. 3 fA- ATTACH TRACK TO STUDS USING (2) #12 SLOPE DIRECTION. 1/2" APA RATED PLYWOOD ATTACH NEW RTU TO CURB ADAPTER r TEK SGREW5 AND TO EXIST. CURB USING 5HEATHING - ATTACH TO METAL STUDS NEW ROOFTOP UNIT - U51N6 (4) 2" X 12 GA. STEEL STRAPS. L (2) #12 TEK SCREWS ®16" o.c. USING #12 TEK 5GREW5 AT 6" o.c. l[/ / EXIST- ROOF DECK SEE MECHANICAL OPENING, TYP. TEKA5GREW5, TYP. EA. 51DE OF UNIT. SEE RTU MANUFACTURER FOR , STATE OF N 6B ; ALL NON -WIND STRAP �i0�. OR ID..* SLOPE 51.2 •�� EXIST. ELDIVERI B ROOF DECK CURB ADAPTER -- CONNECTIONS ATTACH NEW CURB ADAPTER TO TOP ,��ONAL�?%,,` mPER MECHANICALOF EXISTING CURB USING (4) 2" X 12 ��hlllllld��� GONTRCTOR C EXIST. CURB TO -- NEW 1 1/2" B20 ROOF DECK OVER GA. STEEL STRAPS- ATTACH EACH d REMAIN EXISTING OPENING -ATTACH NEW DECK STRAP USING (4) #12 TEK 5CREW5, � TO EXISTING ROOF DECK U511467 #12 TYP. EA. SIDE OF UNIT. N TEK SCREWS @ 6" o.c. AROUND EXIST. ROOFTOP EXIST. 1 1/2" B PERIMETER OF OPENING. UNIT CURB Location r ROOF DECK ATTACH NEW ROOF DECK ROOF DECK INFILL ATTACH NEW ROOF DECK TO ATTACH EXISTING CURB TO RTU 7910 GALL BLVD LL (FIELD VERIFY) TO EXISTING JOIST W/ #12 EXISTING JOIST W/ #12 TEK SCREWS SUPPORT ANGLE USING (4) 2" X 12 ROOF TEK SCREWS 6" o.c., TYP. MIN. 12' LAP TYP. 6° o.c. GA. STEEL STRAPS. ATTACH EACH ZEPHYRHILLS, FL 33541 3 EACH SIDE / / / i STRAP USING (4) #12 TEK SCREWS, DECK INFILL ATTACH NEW ROOF DECK TO EXISTING EXIST. ROOF DECK , i �J d _ _._._.__. . . _ - _ EXIST.ROOF / / TYP. EA. 51DE OF UNIT. i �- DECK SIDES W/ #12 TEK 5GREW5 ®6" o.c. DECK _ SIDE Project/Space No. a EXIST. ROOF 49 Plane E Tenant Improvement t Fitness Q LAP NEW DECK MIN. �: ' `'� DECK W 6" BEYOND JOIST, TYP. a G 1i. �� Z! � ! \ l ..__-_-__. _,,___.._m..._. ___ _ __. EXIST.JOIST i , _ ..... _. __ ' �,ti ... a u .� ... EXIST. ROOFTOP UNIT SUPPORT TYP. _ _ ......_ ...................... m::::::.. _. _. .. _ .-.. _ __._._ _ .. _ _ ::::: Sheet Title c FRAMING - FIELD VERIFY to SUPPORT ANGLES EXIST ON ALL EXIST. J015T, TYP. W 4 SIDES OF CURB Z ? EXIST. J015T b� 6B FRAMING GENERAL NOTES ft TYP. DETAILS LU N ROOFDECK�F. CURB ADAPTER AND Y4I N D STRAP D ETA I L Scale: As Shown Project No.og TYF. GPETAIL. . INFILL DEL CompAny Name: C9 NOT TO 5GALE aturn Sm th Welcher Drawn By: RFE 191205 ? us NOT TO 50ALE NOT TO 5GALE eri Engineers. Inc. Chk'd By: BWL Sheet 0 State of Florida Certificate o U- o Issue Date: S1. ca Authority No.: 8857 2 C4 Expires02/28/2021 APRIL 15, 2020 the D G B A.6 A.4 0 41-3 1/8" ± 40'-3 3/8" Q I I f ± 16'-3 5/81, ± 10.-0" ± 141-01' f x s t3 O.F. GMU I I I I I I I I 1 CONTRACTOR NOTES: LEGEND: 1. THI5 SHEET HAS BEEN CREATED BASED ON LIMITED FIELD OBSERVATIONS, PHOTOS BY OTHERS, AND CONSTRUCTION Planet Fitness DENOTES LOCATION OF NEW RTU DOCUMENTS BY CUHACI d PETERSON ARCHITECTS ENGINEERS I I I I Y O ; co PLANNERS DATED FEBRUARY, 2005. NO STRUCTURAL SCOPE 4 Liberty Lane West TRIP BY TSW, INC. WA5 COMPLETED. Hampton, New Hampshire 03842 I +j 2. CONTRACTOR SHALL FIELD VERIFY EXIST. CONDITIONS. ANY I I I f X� ` O.q� DENOTES LOCATION OF EXIST. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE O.F. GMU I t',` W ( EQUIPMENT STRUCTURAL ENGINEER IMMEDIATELY. I ,t 3. CONTRACTOR SHALL FIELD VERIFY ALL ELEVATIONS, I I ` EXIST - FABRICATION. x 44 I +� DIMENSIONS, J015T DEPTH AND SPACING PRIOR TO STEELOF TIFY STRUCTURAL ENGINEER IMMEDIATELY .•,. . , . 4 � �-•-DENOTES LIMITS OF r , . ;:. , , , FABRICATION ND .�• ..., . • .... •.. a . _,. < .... �.� x �..:..... , a ... , _... .....:. "'�-,..-.-�`-,-' EXISTING BUILDING ANY CONFLICTS. l i.•j 4. BEGINNING OF STEEL FABRICATION CONSTITUTES CONTRACTOR i i TATUM j l ACCEPTANCE OF EXIST. CONDITIONS. j I j LOCATION OF 1 RELOCATED F + 5. ALL ADDITIONAL FRAMING, JOI5T MODIFICATION, AND JOIST I 3 ! ? ROOF HATCH ! �; TO BE DI DIMENSIONS REINFORCEMENT SHALL BE COMPLETED BEFORE ADDING O O O O O LOADS TO EXISTING STRUCTURE. SMITH 1 i j j REF NOTE #8 I 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING F � DENOTES CENTERLINE THE EXISTING BUILDING DURING CONSTRUCTION. WELCHER I EXIST. RTU t CURB TO ¢ RTU 14-5 ; „ _,..<...x DENOTES LIMITS OF EXISTING BE REMOVED REF 8" GMU BUILDING WALL STRUCTURAL ENGINEERS TSW #: 0046 PM: JTN DE: BWL EXIST. ROOF HATCH ' 1 TO BE REMOVED NOTE #1 i I 1 REF NOTE #1 "� O.F. DENOTES OUTSIDE FACE 1 i j j JM1 DENOTES JOI5T MODIFICATION MARK - of o3 of of O o O O O O O O O O Oj o cv SEE1/51.2 DENOTES DIRECTION OF VIEW FOR Issue Sets W ? NEW RTU-5 I 1 ? J0I5T MODIFICATION - SEE 1/51.2 (15 TON) No. Issue Set By Date Appr. # REF NOTE 3 I DENOTES JOIST REINFORCEMENT I LOCATION -SEE 4/51.2 i EXIST. 1 > EXIST.36G ( EXIST.36G : � PLAN NOTES: ? 1. REMOVE EXISTING EQUIPMENT AND INFILL ROOF DECK - SEE cV 1 NERTU-6 DETAIL 6/51.2. NEW RTU-1 W _r_ }; . 2. REMOVE EXISTING RTU, GAP EXIST. CURB, AND INFILL DECK - (+' (10 TON) 10 TON) REF NOTE #6 IY j REF NOTE #6 1K SEE DETAIL 5/51.2. n , i _-- NEW EF 1 3. NEW 15-TON RTU (2,100 LB MAX.) AND NEW CURB (200 LB -'d` E SEE NOTE #1 1 MAX.) - SEE DETAILS 2, 3, B 4/51.2 FOR SUPPORT FRAMING AND El WIND CONNECTIONS. 1 j ' 4. NEW 12.5-TON RTU (2,100 LB MAX. AND NEW CURB (200 LB € 3 i j 7 I MAX.) -SEE DETAILS- 2, 3, af: 4/51.2 FOR SUPPORT FRAMING AND 3 i j 1 WIND CONNECTIONS. + 5. NEW 10-TON RTU (1,540 LB MAX.) AND NEW CURB (200 L8 MAX.) - SEE DETAILS 2, 3, 8 4/51.2 FOR SUPPORT FRAMING AND RTU j RTU WIND CONNECTIONS. A �p ad I j a I (N (2. NEW 10-TON RTU (1,540 LB MAX.) AND CURB ADAPTER F O O O O O O O O O 1 o 0 0 1 O 0% o O O 0 O O? O o O E o ; j` ' PROVIDED BY MECH. CONTRACTOR (200 LB MAX.) - SEE DETAIL ' M 4 '� ( r 'Q 'Q i I 3 ! m i/51.2 FOR SUPPORT FRAMING AND WIND CONNECTIONS. -7. NEW EXHAUST FAN (50 LB MAX) - SEE DETAIL 3/51.2. 3 8. RELOCATED ROOF HATCH - SEE DETAIL 2/53.1. 9. SEE DWG. 51.2 FOR GENERAL NOTES 4 TYP. DETAILS. NEW RTU-3, !! ( (10 TON) REF NOTE 5 # f I i I Q EXIST; 366 j ? EXIST. 44G j j EXIST. 366 j b. ii j II j RTU € I 3 NEW EF-2 ARCHITECT l 1 } I SEE NOTE #7Daniel K. Mullin, Architect, ArchiNCARB 517 S Main St. 1 % I Moscow, ID 83843 j ? !-84 F. (208) 892-8533 I MEP ENGINEERS /EXISTING �, O O O O O O O l O 0; O O O j O O' O O O O I O O O o o f O Ln v I i UILDING BEYOND m I I m (NOT IN REMODEL Dave M. Saarem, P.E. M ROJECT) i l i i I I 2188 Alfred Way 1..1..1 3 i I i i ( I Carson City, NV 9703 P. (775) 772-9846 I STRUCTURAL ENGINEERS I j NEW RTU-2 3 j j j Richard M. Welcher, P.E. (10 TON) { NEW RTU-4 EXIST. RTU TO BE NEW RTU-� Tatum Smith Welcher Engineers, Inc. (1 REF NOTE #6 I 9 I t (10 TON) REMOVED j (12.5 TON) 3100 S Market St, Suite 202 REF NOTE #5 REF NOTE #2 REF NOTE #4 Rogers, AR 72758 ;EXIST. 27 x 84 I i.. EXIST. W30 x 108 ( EXIST. W2� x 84 Wi - '� _ _ - - - _ P. (479) 621-6128 4 - - 4 a I r RTU COPYRIGHT l These plans are an instrument of service and are EXIST. RTU TO 3 3 ! 1z ' .o ± 1T-q^ i°1 Q the property of DKMullin Architects, and may not be m I j BE REMOVED ± 2'-s" o o o o o ; in duplicated, disclosed, or reproduced without the I REF NOTE #2 RTUU~1 is 3 a I- H RTU cv N i I € +j written consent of DKMullin Architects. Copyright ► and infringement will be enforced and prosecuted. x x ffi f j N I O O O O N N O O O O f O N - i i Project Manager Approval xx I € XI = t W EXIST. W16 x 26w W15 x 40 ( i EXIST. W16 x 26 W ' 4.6-------L-- -- --- -- -�- ----- --------- ----- --- 4.6 Architect/Engineer of Record Z ry O O O O' O i O 0 0 O O i r DD xx x4.qO• � EIV ri�• • � , J i � ' � � I � f � � '! � vim• y � ss +� O.F. ROOF HATCH OPENING M p�s,CSTATE 'OF(COORD. SIZE W/ ARCH.) 1-0 V 'p +� I I I +, TYP I o� �o %% I I I I I I o ���`SS •O R! �.�Q; E I I f I I I I I I f FRAME5x3x 1/4 (LLV) 3/16 �AE-e, 6 --- ----I --------------- --- -�I --- ------------ --- - -�f I - - - - - - -�I ---- ---6 3/. O TYP. 5/16 16 TYP2DZ0 Location 7910 GALL BLVD -4 1/2,1 �, ± 6'-O" �, ± 20'-O" ± 6'-O" ± 8'-10 5/8" 1'-9 5/8" 38'-6" 1 - - - - - - - - - - - - - - - - + 1254° I , , I I ZEPHYRHILLS, FL 33541 a L3x5x1/4 t0 I I I I I I I 8 TYP. Project/Space No. va Planet Fitness Tenant Improvement D G.1 G B.8 B.1 6.3 6.2 B A.9� EXIST. J015T- 0 SEE PLAN +� Sheet Title c ROOF FRAMIN& PLAN TYF. ROOF HATCH OFEN INN DETAIL. ROOF FRAMING PLAN ZQ 1 /8" = 1'-O" NOT TO SCALE J U a z 2 a M Company Name: Scale: As Shown Project No. 191205 LL N Tatum Smith Welcher Drawn By: RFE 0 ;� Engineers. Inc. Chk'd By: JTN Sheet State of Florida Certificate of �' o Issue Date: r M Authority No.: 8857 APRIL 15, 0 0 Expires: 02/28/2021 2 2 S3.1 th N ROOFTOP UNIT SCHEDULE (HEAT PUMPS) MARK NOM. CONDITION MANUFACTURER MODEL # COOLING SENSIBLE HEATING CFM EER H.P. ESP OSA MCA MOCP VOLT/PHASE WEIGHT REF. NOTES TONS CAPACITY CAPACITY CAPACITY BTUH NOTE RTU-1,2,3,4 10 NEW TRANE WHC1204---- KOC- 124 96 123,000 4000 12.4 2.75 0.25 710 24 30 460/3 1540 1 1. PROVIDE AND INSTALL T'STAT & RTU-5 15 NEW TRANE WSD1804---- KOC- 186 139 170,000 6000 10.8 3.0 0.35 1000 36 45 460/3 2700 1 REMOTE SENSOR RTU-6 10 NEW TRANE WHC1204---- KOC- 124 96 123,000 4000 12.4 2.75 0.25 300 24 30 460/3 1540 1 AT 48" A.F.F. RTU-7 12.5 NEW TRANE WSD1504---- KOC- 153 107 136,000 5000 1 10.8 3.0 0.35 250 32 40 - 460/3 2700 2 2. PROVIDE AND INSTALL WEIGHT INCLUDES CURB AVERAGING T'STAT EACH NEW UNIT SHALL BE REQUIRED TO INCLUDE THE FOLLOWING: g. NOT USED PROVIDE HONEYWELL YTHX9421 R508OWW THERMOSTATS AND ACCESSORIES & TWO REMOTE a. LOW LEAKAGE (1%) DAMPERS h. FIRST YEAR WARRANTY SERVICE WITH REDLINK GATEWAY AND C7189R WIRELESS SENSORS DUCT SENSORS b. 2" THROW -AWAY FILTERS i. 5-YEAR COMPRESSOR WARRANTY FOR ALL RTUs AS SHOWN c. AIR DUCT SMOKE DETECTOR - BY FIRE ALARM CONTRACTOR j. 10-YEAR HEAT EXCHANGER WARRANTY d. ECONOMIZER W/ DRY BULB CONTROLS AND FAULT DETECTION DIAGNOSTICS k. HINGED ACCESS PANELS e. CURB ADAPTER OR (14" HIGH PREFAB ROOF CURB), AS REQUIRED. 1. HAIL GUARDS NOTE ABOUT LOCATIONS: f. BOTTOM CONNECTIONS m. WEIGHTS DO NOT INCLUDE CURB WEIGHT OR ACCESSORIES. ALL RTUs ARE NEW n. CONDENSATE OVER -FLOW SWITCH RTU-1, 2, 6 ARE AT EXISTING CURB LOCATIONS RTU-3, 4, 5, 7 ARE AT NEW LOCATIONS PATCH AND SEAL EXISTING OPENINGS NOT BEING RE -USED DUCT SCHEDULE AIR FLOW (CFM) ROUND NECK SIZE 0 - 100 6" UNLESS OTHERWISE NOTED 101 - 200 8" UNLESS OTHERWISE NOTED 201 - 300 10" UNLESS OTHERWISE NOTED 301 - 500 12" UNLESS OTHERWISE NOTED 501 - 800 14" UNLESS OTHERWISE NOTED NOTES: 1. NECK DUCT WHICH SIZES SHALL BE SIZED AS PER FLEX SCHEDULE, EXCEPT RETURN GRILLES, HAVE NOMINAL SIZE NECK. NOTES 1. INSTALLATION MUST CONFORM TO FEDERAL, STATE AND LOCAL CODES AND AUTHORITIES HAVING JURISDICTION. 2. M.C. SHALL FURNISH AND INSTALL NEW RTUs AND PROVIDE A FULLY FUNCTIONAL HVAC SYSTEM PER THESE PLANS. THE HVAC SYSTEM SHALL INCLUDE PACKAGED ROOF TOP EQUIPMENT, CONTROLS, AND DUCTED AIR DISTRIBUTION AND ALL GAS PIPING AND POWER TO UNITS. 3. EXHAUST AIR SYSTEMS INCLUDING EXHAUST FANS ON ROOF PROVIDED BY M.C. 4. M.C. TO MAKE DUCT CONNECTIONS TO ROOF TOP EQUIPMENT SERVING LOCKER AND TOILET AREAS. COORDINATE LOCATIONS WITH OWNER. 5. MOUNT DUCTWORK AS HIGH AS POSSIBLE. 6. TRANSITION DUCTWORK CONNECTIONS TO EQUIPMENT AS REQUIRED. 7. TEST AND BALANCE AIR SYSTEMS. PROVIDE REPORT TO G.C. AND OWNER. 8. INSULATE SUPPLY AIR DUCTWORK IN ALL CONCEALED SPACES. 9. COORDINATE ROUTING OF DUCTWORK AND DIFFUSER LOCATIONS WITH EXISTING CONDITIONS. VERIFY PRIOR TO FABRICATION AND INSTALLATION. 10. M.C. TO COORDINATE INSTALLATION OF WATER HEATER EXHAUST FLUES WITH P.C.. SEE MANUAL INSTALLATION REQUIREMENTS, TYPICAL OF 2 LOCATIONS. 11. PROVIDE DUCT MOUNTED SMOKE DETECTORS ON ALL UNITS OVER 2000 CFM PER CODE (IF NOT EXISTING). 12. CONDENSATE TO BE ROUTED TO APPROVED RECEPTOR. 13. ALL EXPOSED ROUND DUCTWORK SHALL BE INTERNALLY LINED. ALL DUCTWORK DIMENSIONS ARE INSIDE CLEAR. 14. EGG CRATE TO BE PROVIDED AND INSTALLED BY G.C. 15. ALL LIGHTING, DUCTWORK, SOFFITS AND CEILING COMPONENT HEIGHTS ARE TO BE COORDINATED WITH THE ARCHITECT. 16. HVAC UNIT LOCATIONS AND DUCT DROP LOCATIONS ARE DIAGRAMMATIC. IT IS EXPECTED THAT THE CONTRACTOR WILL MAKE SLIGHT ADJUSTMENTS IN THE FIELD TO ACCOUNT FOR THINGS SUCH AS JOIST LOCATIONS, SPRINKLER MAINS, ACTUAL SUPPLY AND RETURN DROP LOCATIONS, ETC. AS NEEDED. 17. THE MEP PLANS ARE NOT STRUCTURAL ENGINEERING PLANS. STRUCTURAL ENGINEERING, WHERE REQUIRED BY OTHERS. 18. FINAL PLACEMENT OF T-STATS AND SENSORS SHALL BE DETERMINED BY THE OWNER'S REP., AS RECOMMENDED BY HVAC CONTRACTOR. WIFI T-STATS TO BE ErrHER VISION PRO 8000 WITH REDLINK OR HONEYWELL 6000. 19. DUCTWORK IN CONCEALED AREAS MAY BE RECTANGULAR WITH EQUIVALENT CROSS SECTIONAL FLOW AREA. HVAC EXISTING SYSTEM NOTES T.G.C. SHALL PROVIDE THE FOLLOWING (BUT NOT LIMITED TO): 1. THE COMPLETE LUBRICATION OF ALL SHAFTS AND BEARINGS THAT HAVE LUBRICATION ZERKS. 2. THE REPLACEMENT OF ALL BELTS, HOSES AND FABRIC/RUBBER COATED ITEMS THAT ARE SUBJECT TO WEAR. 3. THOROUGH CLEANING OF COILS. THE STRAIGHTENING (COMBING) OF ALL LOUVERS & FINS. 4. EXAMINE AND REPAIR ALL ELECTRICAL WIRING, CONTROLS, STARTERS, RELAYS, CAPACITORS AND LIKE ITEMS THAT TEND TO DETERIORATE OVER TIME OR BECOME NONOPERATIONAL, THIS INCLUDES SMOKE DETECTORS. 5. THE REPLACEMENT OF "LIFETIME" BUSHINGS AND BEARINGS THAT ARE SEALED AND CANNOT BE LUBRICATED BUT ARE IN FACT WORN BEYOND REASONABLE USE. 6. CHECK/REPAIR CONDENSATE DRAIN LINE AND PAN. MECHANICAL LEGEND ® REMOTE TEMPERATURE SENSOR 0 6' A.F.F. U.N.O. OT THERMOSTAT ASSOCIATED WITH REMOTE TEMP. SENSOR 0 DUCT SMOKE DETECTOR ® CARBON DIOXIDE SENSOR 0 60" A.F.F. U.N.O. ® SUPPLY AIR GRILLE ® RETURN / EXHAUST AIR GRILLE '_*N FLEXIBLE DUCT &- VOLUME DAMPER AT EACH SUPPLY DIFFUSER CFM S' DIFFUSER SCHEDULE PLAN MANUF.-MODEL NUMBER MODULE NECK BLOW OPTIONS/NOTES MARK SIZE SIZE PATTERN S1 TITUS - TDC-AA 24x24 SEE PLAN 4 - S2 TITUS - 30ORS 1200 -- DIFFUSER FINISH TO MATCH DUCT S3 TITUS - 30ORS 1802 -- DIFFUSER FINISH TO MATCH DUCT ROOFTOP SYSTEMS 4 MODEL #01-570 S4 570 SERIES - -- U.N.O. CONCENTRIC DIFFUSERS PROVIDED AND OR EQUAL INSTALLED BY T.G.C. S5 TITUS - TDC 12x12 SEE PLAN 4 - R1 TITUS - 350-FS 24x24 SEE PLAN - R2 TITUS - 350-RS 24xl6 SEE PLAN DIFFUSER FINISH TO MATCH DUCT R3 TITUS - 350-RS 30X30 SEE PLAN DIFFUSER FINISH TO MATCH DUCT R4 TITUS - 350-RL 22X10 ISEE PLAN - ER1 TITUS - 350-FS 1202 SEE PLAN - NOTE: COORDINATE COLOR OF DIFFUSERS WITH ARCHITECTURAL PLANS. VERIFY MODEL NUMBER OF DIFFUSERS ACCORDINGLY. Ventilation Parameters S stem Zone Room Occupancy Category Rp cfrn / p Pz People Ra cf n/ft2 Az ft2 Vbz cfm Std 170 -Cooling- Min OA Ez Voz ach cfm -Heating- Ez Voz cfm Main Gym Health club/ weight rooms 20.00 85.00 0.06 9,379 2,263 0.80 2,828 0.80 2,828 RTU-1,2,3,4 Main 20.00 85.00 0.06 9,379 2,263 2,828 2,828 RTU-1,2,3,4 Main Gym 20.00 85.00 0.06 9,379 2,263 2,828 2,828 Circuit Training Health club/ weight rooms 20.00 30.00 0.06 3,224 793 0.80 992 0.80 992 RTU-5 Circuit 20.00 30.00 0.06 3,224 793 992 992 RTU-5 Circuit 20.00 30.00 0.06 3,224 793 992 992 Lockers Office space 5.00 10.00 0.06 3,034 232 0.80 290 0.80 290 RTU-6 Lockers 5.00 10.00 0.06 3,034 232 290 290 RTU-6 Lockers 5.00 10.00 0.06 3,034 232 290 290 Black Card Office space 10.00 9.00 0.06 1,840 200 0.80 250 0.80 250 RTU-7-BC Area 10.00 9.00 0.06 1,840 200 250 250 RTU-7 BC 10.00 9.00 0.06 1,840 200 250 250_ Project Name: PF Lake Zurich, IL TRACE® 700 v6.3.3 calculated at 10:37 AM on 04/02/2020 Dataset Name: PF ZEPHYRHILLS.TRC Alternative - 1 ASHRAE Standard 62.1-2004/2007 Report Page 1 of 2 (D- 0- EXHAUST FAN SCHEDULE PLAN MARK MANU. MODEL CFM ESP HP RPM TYPE CONTROLS VOLTAGE/PHASE EF-1 GREENHECK G-095-VG 900 0.35 0.05 1650 CENT. TIMECLOCK 115V/10 EF-2 GREENHECK G-095-VG 850 1 0.35 1 0.05 •1650 1 CENT. TIMECLOCK-t 1 15V/1 0 OPTIONS/NOTES EF-1.2 1. ALUMINUM BIRD SCREEN 2. ALUMINUM SUB -BASE 3. WEATHER -TIGHT DISCONNECT SWITCH 4. MOTORIZED BACKDRAFT DAMPER 5. 18" HIGH ROOF CURB 6. HIGH EFFICIENCY MOTOR WITH THERMAL OVERLOAD PROTECTION i J MOUNT 12"x12"- nll EF-1 14"0 THROUGH ROOF FOR 900 CFM EF-2 14"0 THROUGH ROOF FOR 850 CFM 9 PLACES TYP. AT EACH TANNING AND MASSAGE EQUIPMENT 9 PLACES TYP. AT EACH TANNING AND MASSAGE EQUIPMENT Planet Fitness 4 Liberty Lane West Hampton, New Hampshire 03842 Issue Sets No. Issue Set I By iDatelAppr.1 ARCHITECT J Daniel K. Mullin, Architect, NCARB 517 S Main St. Moscow, ID 83843 P. (208) 892-8433 F. (208) 892-8533 MEP ENGINEERS Dave M. Saarem, P.E. 2188 Alfred Way CIO Carson City, NV 89703 P. (775) 772-9846 STRUCTURAL ENGINEERS Richard M. Welcher, P.E. Tatum Smith Welcher Engineers, Inc. 3100 S Market St, Suite 202 Rogers, AR 72758 P. (479) 621-6128 LU o COPYRIGHT These plans are an instrument of service and are the property of DKMullin Architects, and may not be duplicated, disclosed, or reproduced without the written consent of DKMullin Architects. Copyright and infringement will be enforced and prosecuted. Project Manager Approval Architect/Engineer of Record No 8289Q Location 7910 GALL BLVD ZEPHYRHILLS, FL 33541 Project/Space No. Planet Fitness Tenant Improvement Sheet Title MECHANICAL PLAN 1 2 M EC HAN I CAL P LAN 3 4 Scale: As Shown Project No; 91205 1 Drawn By: �$" = 1 �-0Chk'd By: T.G. Sheet Issue Date: APRIL 15 2020 M 1 • 0 moths � � RETURN DUCT DROP W/ GRILL (FIELD SUPPLIED). OPENING AND SCREEN TO BE FACED AWAY FROM SUPPLY DUCT. BRANCH DUCTWOR REQUIRED. SEE P 09 v`/1 -4 L/LI SCALE: NOT TO SCALE GYP. BD. CEILING PROVIDE ACCESS TO IN -LINE FAN. a 4" CLEAN 0UT CHROME WALL ESCUTCHEON -� DRYER , ou ROOF TOP UNIT M. FLECTION INSULATE DUCT ABOVE SUSPENDED CEILING IN —LINE DRYER BOOSTER FAN — MOUNT PER MFG RECOMMENDATIONS 4" 0 VENT 4" 0 VENT FINISHED FLOOR 1.� BACKDRAFT DAMPER 11-1/2" NOTES: 1. DRYER VENT DUCTWORK SHALL BE ALUMINUM JOINED WITH DUCT TAPE. 2. VENT EACH DRYER SEPARATELY UP THRU ROOF. 3. TWO ELBOWS MAX ALLOWED PER SYSTEM. 907 DRYER VENT SCALE: NOT TO SCALE DRYER REAR VIEW —4" LINT DUST COLLECTION HV03ROOF TOPA STRUCTURE SPIRAL DUCTWORK - SPIRAL DUCTWORK A � SUPPLY AIR DUCT- BELT DRIVE REFER TO PLAN ELECTRIC MOTOR - / UNFUSED DISCONNECT SWITCH AI FLOW OW j \ OR MANUAL MOTOR STARTER. oW"CIMIAIA iR F ��O�iBIRD SCREEN ALL AROUND (TYP.)45' ENTRY SUPPLYFOAM RUBBER GASKET ER AS AIR BOOT INDICATED ON PLAN (TYP.) APPLIED TO THE UNDERSIDE A OF CURB CAP. SECTION A -A PLAN VIEW PRE-FAB ROOF CURB 905 SIDEWAL SCALE: NOT TO SCALE L � DIRECT VENT KIT FOR VERTICAL APPLICATION FOR WATER HEATER \ T T PROVIDE SLEEVE IN ROOF AS—/ RECOMMENDED BY MANUFACTURER AND LOCAL CODE. PROVIDE ROOF COLLAR, FLASH & SEAL (TYP). ROOF NOTE: FOLLOW MFR RECOMMENDATIONS AND LOCAL CODE GUIDELINES FOR SPACING. 04 FLUE CD ETAI L AP SCALE: NOT TO SCALE OFFSET BELOW CEILING AS NEEDED TO MAINTAIN 10'-0" CLEARANCE FROM FRESH AIR SOURCES METAL DECK 18 GA. SHEET METAL SLEEVE BY HVAC CONTRACTOR. FASTENED TO ROOF DECK. RUN POWER SUPPLY LEADS WITHIN DUCT IN CORNER INSIDE CURB. 2" WIDE MIN. DUCT ST 48" O.C. MAX. RIGID ROUND METAL Di EXTERNALLY INSULATED RIGID ROUND DUCT EL EXTERNALLY INSULATED INSULATED FLEXIBLE DUCT MAX. LENGTH 5-0" VOLUME DAMPER (FOR FINAL BALANCE ADJUSTMENT) DIFFUSER TRIM FRAME � L /\ 1 1 r-% L.J .� 0 SCALE: NOT TO SCALE NOTES: 1. SET ROOF CURB ON STRUCTURAL STEEL - SHIM DEAD LEVEL. SECURE ROOF CURB TO METAL DECK AND A/C UNIT TO ROOF CURB. 2.TRANSITION TO CONNECTION SIZES IN DUCT RISE, REFER TO PLANS FOR SIZES. 3. 1" ACOUSTIC LINED IN SUPPLY AND RETURN DUCTS FROM FAN DISCHARGE TO POINT INDICATED ON MECHANICAL DRAWINGS (10'-0" MIN.). DUCT SIZES INDICATED ON PLAN ARE INSIDE CLEAR. 4. REFER TO STRUCTURAL DRAWINGS FOR JOIST LOCATIONS, SIZES, AND DIRECTION, 5. INSULATED ROOF CURB. 6. FLEXIBLE CONNECTION - TYPICAL. 7. INSTALL CONDENSATE TO APPROVED RECEPTOR. 8. PROVIDE SEISMIC STRAPPING PER LOCAL CODE. ALUMINUM HOUSING WITH REMOVABLE MOTOR DOME. VII I W10"I. VLI LII\V 01 DUCT �DETAILSCALE: N GRAVITY TYPE BACKDRAFT DAMPER DUCTWORK FASTENED TO 18 GA. SLEEVE. SUPPORT AND INSULATE DUCTWORK PER SMACNA HVAC DUCT CONSTRUCTION STANDARDS - METAL AND FLEXIBLE Planet Fitness 4 Liberty Lane West Hampton, New Hampshire 03842 Issue Sets No. I Issue Set By I Date I Appr. ARCHITECT J Daniel K. Mullin, Architect, NCARB 517 S Main St. Moscow, ID 83843 P. (208) 892-8433 F. (208) 892-8533 MEP ENGINEERS Dave M. Saarem, P.E. 2188 Alfred Way Carson City, NV 89703 D P. (775) 772-9846 STRUCTURAL ENGINEERS Richard M. Welcher, P.E. Tatum Smith Welcher Engineers, Inc. 3100 S Market St, Suite 202 Rogers, AR 72758 P. 621-6128 (479) LU 0 COPYRIGHT These plans are an instrument of service and are the property of DKMullin Architects, and may not be duplicated, disclosed, or reproduced without the written consent of DKMullin Architects. Copyright and infringement will be enforced and prosecuted. Project Manager Approval Architect/Engineer of Record C E N 4 ':- -- No 82890 zz Location 7910 GALL BLVD ZEPHYRHILLS, FL 33541 Project/Space No. Planet Fitness Tenant Improvement Sheet Title MECHANICAL DETAILS &t NOTES Scale: As Shown Project No. Drawn By: 191205 Chk'd By: T.G. Sheet Issue Date: APRIL 15, 2020 M 101 r NOTES BY SYMBOLS Q1 PROVIDE AND INSTALL DISCONNECT FOR TENANT SIGNAGE PER ARTICLE 600.6 OF THE NEC. SIGN BY SIGN VENDOR, CIRCUITING AND FINAL CONNECTION BY ELECTRICAL CONTRACTOR. SIGN CONTROLLED BY TIMECLOCK, PROVIDE ADDITIONAL J-BOX FOR PHOTOSENSOR. VERIFY IF EXISTING PRIOR TO BID AND INSTALLING NEW. COORDINATE NUMBER OF CIRCUITS REQUIRED WITH SIGN VENDOR. VERIFY EXACT LOCATION WITH TENANT. 2O LUNK ALARM, AUDIO/VISUAL ANNUNCIATOR. PROVIDE ALL EQUIPMENT, DEVICES, WIRING AND 120V POWER AS REQUIRED. 0 LUNK ALARM ACTIVATION SWITCH. PLACE IN CORNER OF BACK COUNTER (DO NOT PLACE IN CABINET). ® PROVIDE AND INSTALL J-BOX FOR POWER TO HAND DRYER AT 42" A.F.F. CIRCUIT AS INDICATED. 0 PROVIDE J-BOX AND CONDUCTORS FOR DUCT MOUNTED SMOKE DETECTOR. © PROVIDE 5-20 NEMA RECEPTACLE AND DEDICATED CIRCUIT FOR EACH TREADMILL THROUGH STAR -LINE RACEWAY SYSTEM. TRENCH POWER FROM LOCKER ROOM WALL TO THE POWER END OF THE FIRST RACEWAY. PROVIDE SHORT TRENCH BETWEEN CARDIO BANKS FOR POWER CONDUCTORS TO FINAL RACEWAY SECTION. ADJUST WIRE SIZE FOR A MAXIMUM VOLTAGE DROP OF 3%. 12> PROVIDE AND INSTALL J-BOX FOR WATER HEATER CONTROLS AND AT RECIRCULATION PUMP. CIRCUIT AS INDICATED AND PROVIDE FINAL CONNECTIONS AFTER PLUMBER INSTALLATION. ® VERIFY MOUNTING HEIGHT WITH ARCHITECTURAL PLANS. AT RECEPTION, 24" DOWN FROM CEILING. 0 POWER IN WALL FOR LIGHTED WINDOW. COORDINATE REQUIREMENTS WITH NORTHEAST COLOR VENDOR. OO EXHAUST FAN EF-1 AND EF-2 ON ROOF. NEMA 1 DISCONNECT SWITCH IS FACTORY PROVIDED AND MOUNTED. CIRCUIT AS INDICATED AND PROVIDE FINAL CONNECTIONS AS REQUIRED. 11 E.C. TO COORDINATE BREAKER SIZE & PLACEMENT, AND WIRE SIZE WITH ACTUAL TANNING BED SPECIFICATIONS AND TANNING BED MANUFACTURER PRIOR TO INSTALL. VERIFY MANUFACTURER, MODEL NUMBER, AND QUANTITY WITH TENANT PRIOR TO INSTALL. CONTRACTOR SHALL VERIFY TWIST -LOCK RECEPTACLE SIZE & PLACEMENT WITH OWNER PRIOR TO INSTALLATION. CONTRACTOR SHALL ADJUST WIRE SIZE TO LARGER SIZE IF NECESSARY. IF APPLICABLE, PROVIDE BUCK BOOSTER TRANSFOMERS AT TANNING BED FOR 240V OPERATION. THE ELECTRICAL SUBCONTRACTOR IS RESPONSIBLE TO MAKE SPECIFICATION SUBMITTALS TO ARCHITECT, VIA GENERAL CONTRACTOR, REGARDING THE TANNING BEDS AND SUBSEQUENT WIRING PRIOR TO BIDDING AND INSTALLATION. 1© PROVIDE DISCONNECT AND WP/GFI RECEPTACLE NEXT TO AND WITHIN SIGHT OF HVAC UNITS, AS REQUIRED BY AHJ. MAINTAIN SERVICE CLEARANCES. 1© MOUNT RECEPTACLE PER MANUFACTURERS TEMPLATE. GFI RECEPTACLE TO BE MOUNTED BELOW DRINKING FOUNTAIN PER NEC. RECEPTACLE TO BE FULLY CONCEALED WITHIN FIXTURE COVER. ® NOT USED. © ABOVE COUNTER PHONE JACK & RECEPTACLE FOR T-MAX MANAGER TANNING BED CONTROL. WIRE TO TIMER AT EACH TANNING ROOM AS REQUIRED. INSTALL PER MANUFACTURERS RECOMMENDATIONS. COORDINATE REQUIREMENTS WITH OWNER. 1 g PROVIDE DEDICATED NEMA L6-30R RECEPTACLE FOR HYDROMASSAGE BED. E.C. TO COORDINATE BREAKER SIZE & PLACEMENT, AND WIRE SIZE WITH ACTUAL HYDROMASSAGE BED SPECIFICATIONS AND HYDROMASSAGE BED MANUFACTURER PRIOR TO INSTALL. VERIFY MANUFACTURER, MODEL NUMBER, AND QUANTITY WITH TENANT PRIOR TO INSTALL. POSITION ALL POWER AND DATA RECEPTACLES TO BE CONCEALED BEHIND HYDROMASSAGE BED. © PROVIDE DEDICATED GFCI RECEPTACLE PER MANUFACTURERS RECOMMENDATION FOR BEVERAGE COOLER. VERIFY MANUFACTURER, MODEL NUMBER, MOUNTING HEIGHT, AND QUANTITY WITH TENANT PRIOR TO INSTALL. ® VERIFY MOUNTING HEIGHT AND NUMBER OF RECEPTACLES WITH USB LOCKER SPECIFICATIONS. 19 CENTER OF OUTLET FOR TV IN BLACK CARD LOBBY AND MASSAGE ROOM SHALL BE 7' AFF. ® PROVIDE (2) 110/USB COMBO RECEPTACLES ABOVE COUNTER AT 467A.F.F. TO CENTER OF RECEPTACLE, (2) STANDARD RECEPTACLES BELOW COUNTER, AND (1) STANDARD RECEPTACLE ON BACK OF COUNTER. VERIFY MOUNTING HEIGHTS WITH TENANT. ® PROVIDE POWER, DATA, AND TV SIGNAL TO ALL EQUIPMENT THRU STAR -LINE RACEWAY PER MANUFACTURER'S INSTALLATION INSTRUCTIONS. ® DIMENSIONS TO RACEWAY STUB -UPS MUST BE VERIFIED WITH FIELD CONDITIONS AND RACEWAY MANUFACTURER'S DOCUMENTATION PRIOR TO FINAL PLACEMENT. FIRE ALARMS SYSTEM UNDER SEPARATE PERMIT CONTRACTOR RESPONSIBLE TO DESIGN FA SYSTEM TO MEET LOCAL AND STATE AHJ REQUIREMENTS. EQUIPMENT PER FOLLOWING FA SCHEDULE: VOICE-EVAC SYSTEMS SILENT KNIGHT SK-6808 FIRE ALARM CONTROL COMMUNICATOR SILENT KNIGHT SK-5860-R REMOTE ANNUNCIATOR SILENT KNIGHT SK-450-ZN4 VOICE EVACUATION PANEL 50WATT, 4-ZONE SILENT KNIGHT SKE-SRM SUPERVISED REMOTE MICROPHONE SILENT KNIGHT SK-PULL-DA ADDRESSABLE DUAL ACTION PULL STATION SILENT KNIGHT SK-PHOTO-W ADDRESSABLE PHOTOELECTRIC SMOKE DETECTOR SILENT KNIGHT SK-DUCT ADDRESSABLE 2-WIRE DUCT DETECTOR SILENT KNIGHT SK-RELAY ADDRESSABLE RELAY MODULE SILENT KNIGHT SK-MONITOR ADDRESSABLE INPUT MODULE SYSTEM SENSOR SPSCWL-P MULTI -CANDELA CEILING SPEAKER STROBE WHITE SYSTEM SENSOR SPSCWHK MULTI -CANDELA CEILING SPEAKER STROBE WHITE FOR WET AREAS DITEK DTK-120HW 120VAC EQUIPMENT SURGE PROTECTION AV NOTIFICATION SYSTEMS SILENT KNIGHT SK-6808 FIRE ALARM CONTROL COMMUNICATOR SILENT KNIGHT SK-5860-R REMOTE ANNUNCIATOR SILENT KNIGHT SK-PULL-DA ADDRESSABLE DUAL ACTION PULL STATION SILENT KNIGHT SK-PHOTO-W ADDRESSABLE PHOTOELECTRIC SMOKE DETECTOR SILENT KNIGHT SK-DUCT ADDRESSABLE 2-WIRE DUCT DETECTOR SILENT KNIGHT SK-RELAY ADDRESSABLE RELAY MODULE SILENT KNIGHT SK-MONITOR ADDRESSABLE INPUT MODULE SYSTEM SENSOR PC2WL MULTI -CANDELA CEILING SPEAKER STROBE WHITE SYSTEM SENSOR PC2WHK MULTI -CANDELA CEILING SPEAKER STROBE WHITE FOR WET AREAS DITEK DTK-120HW 120VAC EQUIPMENT SURGE PROTECTION ELECTRICAL SYMBOLS LEGEND SYMBOL DESCRIPTION OJ ELECTRICAL JUNCTION BOX Q DUPLEX RECEPTACLE, 3 WIRE GROUND TYPE, 20A QWP DUPLEX RECEPTACLE, WEATHERPROOF, 20A OT TWIST -LOCK RECEPTACLE GROUND FAULT PROTECTED DUPLEX RECEPTACLE, 20A, ® 40" AFF, UNO QUADRAPLEX WALL RECEPTACLE, 20A DEDICATED RECEPTACLE DATA OUTLET-CATAGORY 5 TELEPHONE OUTLET 4 TELE/DATA COMBO Eh ELECTRICAL DISCONNECT SWITCH. CONFIRM # OF POLES & SIZE WITH MANUFACTURER OF EQUIPMENT BEING SERVED PRIOR TO PULLING WIRE. TVV COAXIAL CABLE FOR TELEVISION CL — — -.0 ELECTRICAL CONDUIT TRENCH PATH OD DUCT MOUNTED SMOKE DETECTOR QUSB COMBINATION RECEPTACLE WITH USB PORT QF FIRE ALARM SYSTEM MANUAL PULL STATION AT 48" A.F.F. FIRE ALARM SYSTEM SPEAKER/STROBE AT 90" A.F.F. 15 cd UNLESS 'CLG' NOTED OTHERWISE. INDICATES CEILING MOUNTED. ®D CEILING MOUNTED SMOKE DETECTOR, PHOTOELECTRIC TYPE, 24V DC. VO FIRE ALARM SYSTEM STROBE ALARM AT 90" A.F.F. 15 cd Q SPRINKLER SYSTEM TAMPER SWITCH SPRINKLER SYSTEM FLOW SWITCH OCS OC$ INV FOR ENERGY MANAGEMENT, SENSORS, SWITCHING AND DIMMING SYMBOLS, cos COS EgPLEASE REFER TO THE LIGHT FIXTURE SCHEDULE. DIM DIM NOTE: ALL SYMBOLS DO NOT NECESSARILY APPLY MOUNTING HEIGHT TO CENTERLINE-U.N.O. IN HANDICAPPED AREAS, THE RECEPTACLES AND TELEPHONE OUTLETS SHALL BE MOUNTED AT 24" A.F.F.; THE TOGGLE SWITCHES, THERMOSTATS AND MANUAL MOTOR STARTERS SHALL BE MOUNTED AT 42" A.F.F. GENERAL ELECTRICAL NOTES 1. T.G.C. SHALL VERIFY ANY THIRD PARTY INSPECTIONS REQUIRED BY THE LOCAL JURISDICTION PRIOR TO BIDDING THIS PROJECT. 2. ALL LOW VOLTAGE WIRING TO BE IN CONDUIT UNLESS OTHERWISE APPROVED BY AUTHORITY HAVING JURISDICTION. 3. ELECTRICIAN TO COORDINATE WITH MECHANICAL CONTRACTOR FOR RTU SENSOR AND THERMOSTAT LOCATIONS. 4. ALL RECEPTACLE COVERS TO MATCH WALL COVER MATERIAL. COLOR TO BE GRAY WHERE OVER MARLITE. 5. SOME TANNING BEDS ARE AVAILABLE AT MULTIPLE VOLTAGES AND PHASES, AND BED SELECTION IS SUBJECT TO CHANGE. VERIFY EXACT EQUIPMENT REQUIREMENTS OF BEDS DELIVERED TO JOB SITE PRIOR TO PULLING WIRE AND INSTALLING BREAKERS AND DISCONNECTS, OR RE -PULL WIRE AND REPLACE BREAKERS AS NEEDED. 6. FURROUT WALLS AS NEEDED FOR ELECTRICAL AND PLUMBING LINES/CONNECTIONS 7. ROOF RECEPTACLES SHALL BE GFI/WP/WR TYPE. 8. CIRCULATING FANS ARE AVAILABLE IN MULTIPLE VOLTAGES. CONFIRM DISCONNECT AND BREAKER SIZE OF EXACT FANS DELIVERED TO SITE AND MAKE ADJUSTMENTS AS NEEDED. 118 I I I . .... ... 174 0 112.5KVA TRANSFORMER (EX) 112.5KVA P1 TRANSFORMER (N) PANEL P1 (EX) %,' ;' P1 25 ELECTRIC METER (EX) PANEL P2 (EX) ,� CIRCUIT TRAINING E CT 26 ICAL PF 360 ABS & STRETCHING 102 1#11B 103B 1 003A It - -A E I I I D D PANEL MDP (EX 1' 1214 P1 -"" P1 28 A26 P1 PANEL (NEW) P2 17 TIME CLOCKS (NEW) 35 P1 r 26 \ �P1 36 P1 P1 28 28 28 ---- E.C. TO PROVIDE PULL I 0 o- RECEPTACLE TO BE RECESSSED AND MOUNTED AT 11'-6" A.F.F. TO CENTER OF RECEPTACLE FOR PF LOGO LIGHT AT NO CRITICS WALL. COORDINATE LOCATION WITH ELEVATIONS & SIGNAGE. a-- E.C. TO PROVIDE PULL STATION AND ANNUNCIATOR PANEL STUB UPS. EXACT LOCATION TBD. . ................ STATION AND ANNUNCIATOR P1 VERIFY POWER REQUIREMENTS PANEL STUB UPS. EXACT 5 FOR WASHER WITH LOCATION TBD. D MANUFACURER'S INSTRUCTIONS 23 x6 EVENLY SPACED FOR P1 I LOCKERS 25 12" DOWN FROM CEILING BOTH LOCKER ROOMS .... ...... _ ..... __. ...... -- ........_ MEN'S L __.1 w LOCKER 50 10 104 P 1 19'-9" P2 33 7'6" A. . CENTER P1 20 Fri ® L i BOTH L ROOMS j N — TV 6 — 0 — P2 P2 RECEPTACLES AT VANITY P1 P1 30 7 g 1 1 3 5 P2 �/ �' TO BE CENTERED ON 36 38 ' 20 WALL SIDE -TO -SIDE { 10 E P1�— i 26'``'' s 107 ®P1 P1 4 I WOMEN S BATH �- 7 s #105 Pi 33 JANITORAM 7110B P2 P1 t 32 19 It E C TO PROVIDE TEMP IANITQR ' P1 P1 SENSOR STUB UPS. 31 I t LOCATIONS TBD BY M.C. 110A VERIFY POWER REQUIREMENTS ABOVE AND BELOW MIRRORS WITH TENANT K P 31'-9" «, P 1 P 1 sss - 4 11 13 4 4i 10 — i 21 VERIFY MOUNTING o o oo TV TV HEIGHT WI TEN T P2 P2 P2 34 8,10 1 2,4 6 6 P2 20 TV �� - Pi Pi G1 40 42 b 21 IN P1 33 P1 0 34 WORKOUT SPACE 101 P1 �33 4 x6 ENLY 0 LOCKERSPACED S P P1` — 15' 3 P2 20 1 I MEN'S LOCKER J STORAGE - 1 7' A.F.F. TO #109 # (N P2 PE®PF P1 y, ,4,6 36 ,1 11r u 2s,28,3o TANNING 117 P2 7s,11 E.C. TO PROVIDE TEMP 35 TANNING SENSOR STUB UPS. LOCATIONS TBD BY M.C. 111A �- PR0of6E — P1 QUAD/USB ABOVE 1 TANNING 37 TABLE BELOW TV _ 111 32 34 I BLACK CARD LOBBY , , 11,T I ........ _...._ P.. 114 2 BrLOW COUNTER I TANNING P2 2 PLACES;- 1 .... US SB P2 Pi 0 =1- : 5 ` ' HMO35 , I I I t s I 18 \ I I P1 I P v � 33 O '' 1 I I I - 5 41 (_.........................._...................._' P 1 4" _.. _.. ...� MASSAGE DOWN 33 RECEPTACLES TO BE�P. To© 20M CEILIN 115A BELOW COUNTER P1 6 VERIFY POWER REQUIREMENTS FOR P2 P2 MASSAGE CHAIRS 28 2! P1 E P1 POWER FOR FUTURE' 10 1 _ 1 ,20 10, 2 17, 13,15 1 2 RADIANCE COMPUTER P1 22 J 27 0 1 1 6 VERIFY FA I ING WITHIN 18" �� 9 LOCATION OF STOREFRONT AENANTRECEPIONAPPR X. 12' O.C. HYDROMASSAGE 116 E.C. TO PROVIDE STUB UP #112A 11JB AND BOXES FOR T- TATS 0� AND REMOTE TEMPER TUR SENSORS IN IT 'ROOM t.......... ......... _.. . _ ................. ..... D ......... I �..... __..... 0 4 ........................._....................... . ... . ........... ... . .......... .......... ...................... . .... . .................................. ........................ .............. .. ......... . ......................... ..... . ............ . .... .... .. ...... ......... .. ........... . ................ E.C. TO PROVIDE PULL STATION AND ANNUNCIATO PANEL STUB UPS. EXACT LOCATION TBD. 2 3 4 POWER PLAN 1 1 /8" '1'-0" Planet Fitness 4 Liberty Lane West Hampton, New Hampshire 03842 Issue Sets No. I Issue Set I By Date Appr. ARCHITECT Daniel K. Mullin, Architect, NCARB 517 S Main St. Moscow, ID 83843 P. (208) 892-8433 F. (208) 892-8533 MEP ENGINEERS Dave M. Saarem, P.E. 2188 Alfred Way Carson City, NV 89703 P. (775) 772-9846 STRUCTURAL ENGINEERS Richard M. Welcher, P.E. Tatum Smith Welcher Engineers, Inc. 3100 S Market St, Suite 202 Rogers, AR 72758 P. 621-6128 (479) COPYRIGHT These plans are an instrument of service and are the property of DKMullin Architects, and may not be duplicated, disclosed, or reproduced without the written consent of DKMullin Architects. Copyright and infringement will be enforced and prosecuted. Project Manager Approval Architect/Engineer of Record 0 Location 7910 GALL BLVD ZEPHYRHILLS, FL 33541 Project/Space No. Planet Fitness Tenant Improvement Sheet Title POWER PLAN Scale: As Shown Project No. Drawn By: 191205 Chk'd By: T.G. Sheet Issue Date: APRIL 15 2020 El • 0 0 0- 0-- Planet Fitness 4 Liberty Lane West Hampton, New Hampshire 03842 Issue Sets No. I Issue Set I By I Date Appr. ARCHITECT J Daniel K. Mullin, Architect, NCARB 517 S Main St. Moscow, ID 83843 P. (208) 892-8433 F. (208) 892-8533 MEP ENGINEERS Dave M. Saarem, P.E. co 2188 Alfred Way Carson City, NV 89703 P. (775) 772-9846 STRUCTURAL ....... .........::..�. .... ENGINEERS l Richard M. Welcher, P. ..........::. . MDP rt Tatum Smith Welcher Engineers, Inc. 2 ( _ .,.,.. _........3100 S Market St, Suite 202 f.....__._._...............__.:............... ....._..: _..... q i ..... ...__ Rogers, A21 6158 O 2ULJ P. (4 9) 6 28 5 --y F`'i„I / 2 I�DP n a m R4u � RTU WAC POWER PLAN COPYRIGHT These plans are an instrument of service and are the property of DKMullin Architects, and may not be duplicated, disclosed, or reproduced without the written consent of DKMullin Architects. Copyright and infringement will be enforced and prosecuted. Project Manager Approval Architect/Engineer of Record Location 7910 GALL BLVD ZEPHYRHILLS, FL 33541 Project/Space No. Planet Fitness Tenant Improvement Sheet Title PARTIAL POWER PLAN Scale: As Shown Project No. Drawn By: 1 191205 Chk'd By: T.G Issue Date: APRIL 15, 2020 Sheet El 901 _ _ I moths f� LIGHTING SCHEDULE — NO SUBSTITUTIONS* SYMBOL TYPE MANUFACTURER CATALOG NUMBER DESCRIPTION NOTES QN• LF WATTS W/LF TOTAL WATTS ® A KEYSTONE KT—HBLED90-2F-840—VDIM—P LED HIGH BAY SUSPEND VIA AIRCRAFT CABLES SUPPLIED BY VENDOR 22 90 1,980 SAME AS TYPE 'A' ABOVE EXCEPT WITH INTEGRAL ® Al KEYSTONE KT—HBLED90 =2F-840—VDIM—P/ LED HIGH BAY EMERGENCY BATTERY FOR 90—MINUTE EMERGENCY 7 90 630 EM EMRG-20 EGRESS. INSTALLER MUST OFFSET CABLES TO ALLOW FIXTURE TO REMAIN LEVEL AND PLUMB B CONTECH LT48/LA2B/LA11B/LA23TRNB/ TRACK WITH PAR38 LED SURFACE MOUNT 2 13 26 CTL8382B/LEDI3WPARFL830K LAMPS C MOBERN 4448LED30DMVFR40 4' LED STRIP WALL MOUNT BEHIND ACRYLIC SIGN; FOUR FIXTURES PER 1 30 30 SIGN BOX o D MAJESTIC MIRROR PFLEDMIRROR28X48 OVAL BACKLIT LED MIRROR 6 26 156 ® F ACUITY L7XR6/65BEMWLED35K90CRIM6 6" LED DOWNLIGHT WHITE FINISH; TWO PIECE CONSTRUCTION 100 11.7 1170 + G ACUITY L7XR6/65BEMWLED35K90CRIM6 6" LED DOWNLIGHT WHITE FINISH; TWO PIECE CONSTRUCTION 99 11.7 1,158 H COOPER HC630DO10/HM634840/61WDBBBF 6" LED DOWNLIGHT BLACK FINISH; THREE PIECE CONSTRUCTION 21 27 567 INSTALLER MUST CUT TO LENGTH IN FIELD; DMX RGBSTF/MP17/MRTA55/MRTA56/LD INSTALLATION REQUIRED; LOW —VOLTAGE MULTI —WIRE I MODA 180/BLXS4FT/MMJ1S/105100001 RGB TAPE LIGHT (DMX) INSTALLATION TO RGB CONTROL MODULE FROM DMX 97 3.4 329.8 CONTROLLER REQUIRED; SYSTEM PROGRAMMING MUST BE APPROVED BY PF K1 MOBERN MFPELA22LED40DMV40 2' X 2' LED FLAT PANEL SURFACE MOUNT KIT REQUIRED FOR HARD —CEILING 2 40 80 INSTALLATION; COORDINATE WITH VENDOR K2 MOBERN MFPELA24LED50DMV40 2' X 4' LED FLAT PANEL SURFACE MOUNT KIT REQUIRED FOR HARD —CEILING 6 50 300 INSTALLATION; COORDINATE WITH VENDOR M1 STONE MATHER TPFF LED WALL SCONCE CUSTOM DESIGN (FEMALE SYMBOL); TWO PER STORE AT 2 9 18 F FEMALE LOCKER ROOM M2 STONE MATHER TPFM LED WALL SCONCE CUSTOM DESIGN (MALE SYMBOL); TWO PER STORE AT 2 9 18 M MALE LOCKER ROOM *BC M3 STONE MATHER MMVBSCB LED WALL SCONCE (MINI) CUSTOM DESIGN (BLACK CARD) WITH BLUE LIGHT; QUANTITY VARIES PER STORE; COORDINATE LOCATION(S) 11 9 99 WITH PLANS AND PF TO HAVE BLUE LIGHT �O N SATCO NUVO 62-1146R1 LED EXTERIOR WALL SCONCE 2 LT LED LG UP Se DOWN SCONCE) 0 20 0 1 LT (BRONZE FINISH) LOCATION: EXTERIOR STOREFRONT N1 ACUITY #KAXW LED P3 40K R3 MVOLT LED OUTDOOR LIGHTING — MED. ARCHITECTURAL LED, 79 WATT, 120-277V DDBXD 0 79 0 WALL PACK Q 0 HUBBELL CU2 LED EMERGENCY LIGHT TWIN LAMP UNIVERSAL MOUNT WITH 90—MINUTE BATTERY; 8 1 (8) INTERIOR ONLY TWIN LAMP WALL MOUNT WITH 90—MINUTE BATTERY; Q HUBBELL CORD LED EMERGENCY LIGHT EXTERIOR USE; WORKS ONLY WITH REMOTE CAPACITY 3 1 (3) BATTERY IN COMBO EXIT CCRRC S HUBBELL CCRRC LED EXIT/EMERGENCY COMBO RED EXIT SIGN WITH TWIN ADJUSTABLE LED LAMPS; 90—MINUTE BATTERY; REMOTE CAPACITY INTERNAL BATTERY 6 4 (24) FOR POWERING CORD ABOVE EXIT LIGHT (WITHOUT COMBO ® 1 EMERGENCY LIGHT) VERIFY RED LED 5W, 120-277V, UNIVERSAL MOUNT (WALL, SIDE 6 5 (30) PRODUCT WITH LIGHTING OR CEILING) MANUAL TEST VENDOR T HUBBELL CER LED EXIT SIGN RED EXIT SIGN; BATTERY BACK UP; UNIVERSAL MOUNT 6 1.8 (10.8) ® U #T.B.D. BY TENANT SEE MECHANICAL — — — V SUPPLY SEE MECHANICAL — — — ® W RETURN SEE MECHANICAL — — — X HORN/STROBE (ADA 11 — — COMPLIANT) QF X1 MANUAL FIRE PULL STATION 3 — — ® Y PHOTOELECTRIC SMOKE DETECTOR Z SPEAKERS SPEAKERS BY TENANT, G.C. TO COORDINATE SPEAKER — QUANTITY/LOCATION(S) W/ TENANT �- SPE EXISTING SPRINKLER HEAD — — — �E SPN NEW SPRINKLER HEAD DIAGRAMMATIC PURPOSES ONLY (SEE ENGINEERING (LOCATE AS REQUIRED) SPRINKLER DRAWINGS) — — — 0C 0 LEVITON OSSMTGDW WALL SWITCH OCCUPANCY 1000 SQUARE FOOT COVERAGE; DUAL TECHNOLOGY — — — SENSOR $COS COS LEVITON ODCIOMDW CEILING OCCUPANCY SENSOR 1000 SQUARE FOOT COVERAGE; DUAL TECHNOLOGY — — — D DIM LEVITON DS7101OZ LED DIMMER IN —WALL; 120OW CAPACITY; 0-10V CAPABLE — — — EMU INV ISOLITE IMI25LCV1 INVERTER INVERTERS(2) 250W CAPACITY LED IN 30 CAN (396.9) — EMERGENCY MODE; FINAL LOAD DETERMINED BYLIEORS BIG ASS FAN; POWERFOILX HYBRID AIRFOIL W/ QUITE pPX3.0-16,2761b, 2 H.P. 1.5kW 89 RPM FAN BIG ASS FAN #PPX3.0-16 VERIFY W/ PANEL MODE W/ ONBOARD VFD. SEE (20OV-240 50/6OHz 1 PHASE 30AMPS) (20OV-24OV 50/6OHz 3 PHASE 20AMP) — — # SCHEDULE FAN NOTES A,B,C,D,E,F/A2.1 (SEE SHEET A2.1 FOR (400V-480V 50/60Hz 3 PHASE 10AMPS) MOUNTING DETAIL) (575V-600V 50/6OHz 3 PHASE 10AMPS) Total Proposed Interior Watts Sq. Ft. Watts per Sq. Ft. 6562.10 18,386 .357 All lighting fixtures to be supplied and installed by the General Contractor. See IECC for Watt/space breakdown. *ANY PROPOSED SUBSTITUTIONS NEED TO BE OF EQUAL QUALITY AND APPROVED BY PLANET FITNESS CORPORATE. 120 VAC NORMAL I I NORMAL FIXTURE FIXTURE 120V SWITCHED HOT 277V SWITCHED HOT 120V UNSWITCHED HOT 277V UNSWITCHED HOT CHARGER RELAY CTRL INVERTER CTRL INVERTER — -r BATTERY EMERGENCY LIGHTING INVERTER WIRING DIAGRAM, TYP. N.T.S. LIGHTING KEYED NOTES 110" 1 O EMERGENCY LIGHTS AND EXIT SIGNS SHALL BE WIRED TO THE HOT LEG OF THE CLOSEST LOCAL LIGHTING CIRCUIT. CONNECT TO BATTERY POWERED EMERGENCY LIGHTS AHEAD OF ANY CONTROLS/SWITCHES. O NOT USED. 03 FIXTURE MOUNTED ON EXTERIOR WALL ABOVE DOOR, PROVIDE WHERE NOT EXISTING. O NOT USED. 0 (2) EMUS SHALL BE A 25OW INVERTERS. PROVIDE J—BOX FOR HARD —WIRING OF THE INVERTERS AND WIRE TO CIRCUIT D-12 AND D-14. EVENLY DISTRIBUTE AND WIRE LIGHTING FIXTURES LABELED "EMU" TO INVERTERS. SEE DETAIL #2, THIS SHEET FOR MORE INFORMATION. CONTACT LIGHTING VENDOR IF ADDITIONAL EMERGENCY LIGHTS ARE REQUIRED. OALL MASSAGE ROOM AND TANNING LOBBY SNATCHES TO BE LOCATED IN THE AV/IT ROOM. VERIFY QUANTITY AND LOCATION WITH TENANT. Oj MASTER SWITCH BANK LOCATION. VERIFY # AND STYLE OF SWATCHES WITH OWNER. EMERGENCY FIXTURE 120V UNSWITCHED COMMON HOT 120V EMERGENCY 277V EMERGENCY FIXTURE 277V o -- 0- SAGE ROOM AND LOBBY LIGHT SWITCHES OCATED IN AV/IT ROOM. 1T THESE LOCATIONS ,RAMMATICAL CLARITY 1 NOTE 6. TYP. IMMERS TO BE ED IN IT/AV ROOM Planet Fitness 4 Liberty Lane West Hampton, New Hampshire 03842 Issue Sets No. I Issue Set I By Date Appr. ARCHITECT J Daniel K. Mullin, Architect, NCARB 517 S Main St. Moscow, ID 83B43 P. (208) 892-8433 F. (208) 892-8533 MEP ENGINEERS Dave M. Saarem, P.E. 2188 Alfred Way Carson City, NV 89703 P. (775) 772-9846 STRUCTURAL ENGINEERS Richard M. Welcher, P.E. Tatum Smith Welcher Engineers, Inc. 3100 S Market St, Suite 202 Rogers, AR 72758 P. (479) 621-6128 COPYRIGHT These plans are an instrument of service and are the property of DKMullin Architects, and may not be duplicated, disclosed, or reproduced without the written consent of DKMullin Architects. Copyright and infringement will be enforced and prosecuted. Project Manager Approval Architect/Engineer of Record r * No 811890 s,a;:t,;- �-j' Location 7910 GALL BLVD ZEPHYRHILLS, FL 33541 I Project/Space No. Planet Fitness Tenant Improvement 1 2 3 4 UGHTING PLAN 1'-0" Sheet Title LIGHTING PLAN Scale: As Shown Project No. Drawn By: 191205 Chk'd By: T.G. Sheet Issue Date: E191 APRIL 15, 2020 the 11 2 HR. MA OVERRIDE W z 8 POLE, 24 HR/7 DAY ASTRONOMICAL TIME CLOCK TC2 E-27 EF-1 E-29 EF-2 CONTROL SWITCH 'a' *"<�D-34 WORKOUT HIGHBAYS CONTROL SWITCH 'b' D-36 WORKOUT HIGHBAYS CONTROL SWITCH 'c' e"' 0SPARE CONTROL SWITCH 'd' SPARE CONTACTOR CONTROL — ENTRY/FRONT DESK LTS J (MOMEN'e' TRACK LIGHTS/SCONCES SPARE z') PF360 LTS CIRCUIT TRAINING & ABS SHOWER/VANITY LTS SHOWER/VANITY LTS SPARE Cl W NORMALLY OPEN (MECHANICALLY HELD) 40 LIGHTING CONTACTOR IN APPROVED ENCLOSURE 20A MINIMUM RATED CONTACTS. SQUARE D SERIES 8903 M c2 oo N N HEAVY DUTY CONTACTOR OR EQUAL �2 0 0 0 0 0 0 CONTACTOR _J CONTROL LOCKER ROOM LTS S SWITCH T z LOCKER ROOM LTS TANNING/MASSAGE LTS SPARE SPARE C2 SPARE NEW NORMALLY OPEN 4 (MECHANICALLY HELD) LIGHTING I 1 1 CONTACTOR IN APPROVED 00 o rn ENCLOSURE 20A MINIMUM RATED CONTACTS. SQUARE D SERIES 8903 HEAVY DUTY CONTACTOR OR EQUAL OLE, 24 HR/7 DAY RONOMICAL TIME CLOCK STOREFRONT SIGNAGE 2 LIGHTING CONTROLS DETAIL NOT TO SCALE NOTES: 1.) ELECTRICAL CONTRACTOR SHALL FIELD VERIFY ALL EXISTING ELECTRICAL CONDITIONS AND COORDINATE NEW WITH EXISTING CONDITIONS. REPORT ANY DISCREPANCIES TO ARCHITECT & ENGINEER. 2.) T.G.C. SHALL VERIFY ALL EXISTING ELECTRICAL EQUIPMENT AND REPORT ANY DISCREPANCIES TO ARCHITECT & ENGINEER. 3.) PROVIDE AND INSTALL NEW ELECTRICAL SERVICE DISTRIBUTION EQUIPMENT AS REQUIRED. REFER TO RISER DIAGRAM. 4.) T.G.C. SHALL PROVIDE NEW BREAKERS, FEEDERS & CONDUIT AS REQUIRED FOR NEW ELECTRICAL DEVICES. 5.) T.G.C. TO BALANCE ALL PHASES TO WITHIN 10%. 6.) SIZE CONDUCTORS FOR 3% VOLTAGE DROP MAXIMUM. OUTDOORS I WITHIN ADJACENT SPACE I I ELEC. RM. #112B I I I 480/277V, 3PH, 4W I ELECTRICAL SERVICE I cV n � U") c0 r` > > M U_ z a L_ U_ z z Q¢¢ L_ Li- U_ z z z Q a LL z a 0 r7 0 n 0 r7 0 0 0 ro co PO 0 co U V 3 U U c VERIFY (E) METER AND DISCONNECT ARE RATED FOR 600A. U PSI Z E TO 600A IF REQUIRED. I r------ (E) UTILITY XFMR 3 Z r PLANET FITNESS l,M ` PANEL 600ADP Li 277/480V I (NEW) I REUSE (E) #3/0 GROUNDING ELECTRODE ASSUME (E) 2 SETS OF (4)#3/0, (1)#1/0 G IN 2"C. SUPPLEMENT WITH 1 ADDITIONAL SET OF (4)#3/0, (1)#1/0 G IN 2"C. FOR 600A SERVICE SIZE PER TABLE 250-66 MINIMUM OF 20'-0" OF 1/2" REBAR IN BUILDING WALL FOOTING, (NEC 250-50c) MAIN SERVICE GROUNDING NEUTRAL BUS GROUND BUS 0 CADWELDUJ 0 a 3/4" X 10' GROUND ROD 0 (NEC 250-52) COLD WATER (METALLIC) SERVICE ENTRANCE (PROVIDE SIMILAR CONNECTION TO FIRE PROTECTION WATER SERVICE ENTRANCE), (NEC 250-50a) ALL ITEMS ARE TO BE VERIFIED IN FIELD. ELECTRICAL SUB —CONTRACTOR TO NOTIFY ARCHITECT IMMEDIATELY SHOULD ANY DISCREPANCIES BE DISCOVERED. ELECTRICAL SUB —CONTRACTOR IS RESPONSIBLE FOR EXTENSION OF TELEPHONE SERVICE TO TENANT SPACE WITH 2" CONDUIT. ALL METHODS OF GROUNDING/BONDING SHOULD BE SIZED AND INSTALLED AS PER NEC ARTICLE 250. NOTE: E.C. TO PROVIDE NON FUSED DISCONNECT ON ANY TRANSFORMER SECONDARY IF FEEDER LENGTH TO TRANSFORMERS EXCEEDS 10 FEET. (4)# 1 /0, (1)#6G (4)#250, (1)#2G IN 1-1/2" C IN 2-1/2" C r—------------------ 1 r -----� -I---------1----->--� PANEL P1 i i PANEL P2 120/208 I I 120/208 3PH-4W i i 3PH-4W 150A MCB I I 250A MCB I (EX) (EX) I I I I I I I I I I I I I I I I I ( I I I I L F---- — — — — — — — — J L--------� I I I I I I I I I I I EXISTING FEEDERS (3)#2/0, (1)#6G IN 1-1/2" C (4)#1, (1)#6G IN 1-1/2" C PANEL D 120/208 3PH-4W 100A MLO (NEW) FOR TRANSFORMER 112.5 KVA STEP—DOWN TRANSFORMER TENANT ELECTRICAL 480V:120/208V (EX) DISTRIBUTION EQUIPMENT IS BY T.G.C. TC-1 TC-2 R111117,1,1Ci VALVE, METER r UNIO SUPPLY SIDE CADWELD DETAIL NOTES: - 1. ALL GROUNDING SHALL BE INSTALLED IN ACCORDANCE WITH ARTICLE 250-50 OF THE NATIONAL ELECTRICAL CODE. 2. ALL GROUNDING CABLES SHALL BE #3/0 UNLESS OTHERWISE SPECIFIED. 1—#6 TO TELEPHONE BOARD BARE COPPER GROUNDING ELECTRODE CONDUCTOR (NEC 250-66) TO PANELBOARD ENCLOSURE SIZE PER NEC 250-122 BUILDING STRUCTURAL STEEL (NEC 250-50b) CADWELD GROUNDING ELECTRODE SYSTEM DETAIL NOT TO SCALE ELECTRICAL SUB —CONTRACTOR MUST FIELD VERIFY IN FIELD AND REPORT DISCREPANCIES TO ARCHITECT —ELECTRICAL SUB —CONTRACTOR TO BALANCE ALL PHASES TO WITHIN 10% IN FIELD. T.G.C. SHALL VERIFY ANY THIRD PARTY INSPECTIONS REQUIRED BY THE LOCAL JURISDICTION PRIOR TO BIDDING THIS PROJECT. 112.5 KVA STEP—DOWN TRANSFORMER 48OV: 1 20/240V WITHIN PLANET FITNESS ~� ELEC. RM. #113A I 1 I I I I I I I I I (4)#250, (1)#2G IN 2-1/2" C 1 I I I PANEL E 120/240 I 3PH-4W 250A MCB I (NEW) I I I 250AF DISC. 1 I 1 TENANT ELECTRICAL CONTRACTOR SHALL FURNISH AN IDENTIFICATION NAMEPLATE ON TENANT'S MAIN DISCONNECT SWITCH IN LANDLORD'S SWITCHBOARD. NAME PLATE SHALL BE 1 /8" THICK PLASTIC, BLACK ON WHITE AND ETCHED LETTERS. THE MINIMUM SIZE SHALL BE 1" WITH ONLY THE TENANT'S SPACE NUMBER ENGRAVED ON SUCH, PERMANENTLY FIXED. SOME 24 HOUR, 7 DAY —A —WEEK OPERATIONAL FACILITIES DO NOT REQUIRE AUTOMATIC SHUT OFF (TIME CLOCK CONTROLLED) LIGHTING. VERIFY WITH OWNER AND AUTHORITY HAVING JURISDICTION. 1. EMERGENCY, EXIT, AND NIGHT LIGHTING SHALL NOT RUN THRU BUILDING SHUTOFF. 2. IMPORTANT: ALL LIGHT FIXTURES NOT ON TIMECLOCK OR OCCUPANCY SENSOR SHALL BE CONTROLLED BY LIGHTING CONTACTOR(S). TGC SHALL PROVIDE ADDITIONAL CONTACTORS AS REQUIRED. 3. COORDINATE MASTER SWITCH BANK LOCATION WITH PLANET FITNESS REP. 4. ALL WIRING SHALL BE THWN RATED FOR 75'C, COPPER. 5. ALL SECURITY AND EMERGENCY LIGHTING CIRCUITS, SMOKE DETECTORS, FIRE PROTECTION CIRCUITS AND OTHER CRITICAL SYSTEM CIRCUITS SHALL BE PROVIDED WITH A LOCK —ON DEVICE. 6. CONTRACTOR SHALL INSPECT EXISTING ELECTRICAL GEAR PROPOSED FOR REUSE OR PROPOSED TO TIE INTO TO VERIFY SUITABILITY FOR REUSE OR CONNECTION THERETO AND NOTIFY ARCHITECT / ENGINEER OF ANY GROUND DEFICIENCIES. NOTE: IN AV/IT ROOM, PROVIDE A GROUND WIRE FOR THE EQUIPMENT BOARD. Planet Fitness 4 Liberty Lane West Hampton, New Hampshire 03842 Issue Sets No. Issue Set By Date Appr. ARCHITECT Daniel K. Mullin, Architect, NCARB 517 S Main St. Moscow, ID 83843 P.(208) 892-8433 F. (208) 892-8533 MEP ENGINEERS Dave M. Saarem, P.E. 2188 Alfred Way Carson City, NV 89703 P. (775) 772-9846 STRUCTURAL ENGINEERS Richard M. Welcher, P.E. Tatum Smith Welcher Engineers, Inc. 3100 S Market St, Suite 202 Rogers, AR 72758 P. (479) 621-6128 W COPYRIGHT These plans are an instrument of service and are the property of DKMullin Architects, and may not be duplicated, disclosed, or reproduced without the written consent of DKMullin Architects. Copyright and infringement will be enforced and prosecuted. Project Manager Approval Architect/Engineer of Record ' -- No 82e-�)0 ,a,4/L2 Location 7910 GALL BLVD ZEPHYRHILLS, FL 33541 Project/Space No. Planet Fitness Tenant Improvement Sheet Title ELECTRICAL RISER ELECTRICAL RISER DIAGRAM NOT TO SCALE Scale: As Shown Project No. Drawn By: 191205 Chk'd By: T.G. Sheet Issue Date: APRIL 15, 2020 E290 DISTRIBUTION PANEL SCHEDULE -'MDP' (NEW) MAIN: 600A MCB VOLTAGE: 480/277 1 PHASE 3 WIRE: 4 MTG: SURFACE I AIC: NOTES: CKT # I CIRCUIT BREAKER DESCRIPTION LOAD (KVA) PHASE 1FRAMq TRIP 1POLE1 LTG REC MTR A/C HTG KIT MISC A B C 1 30 30 3 RTU-1 6.6 - - - - 6.6 - - - 6.6 2 30 30 1 3 RTU-2 6.6 - - - 6.6 - - - 6.6 3 30 30 3 RTU-3 1 6.6 - - - - 6.6 - - - - 6.6 4 30 30 3 RTUA 6.6 - - - - 6.6 - - - 6.6 5 j 45 45 3 RTU-5 10.0 - - - - 10.0 - - - 10.0 6 30 30 3 RTU-6 6.6 - - - - 6.6 - - - 6.6 7 40 40 3 RTU-7 8.9 - - - 8.9 - - - F 8.9 8 175 175 3 PANEL E 0.0 0.0 0.0 0.0 0.0 1 0.0 27.4 - - - VIA (NEVI 112.5 KVA XFMR 0.0 0.0 0.0 0.0 0.0 0.0 24.9 - - - 0.0 0.0 0.0 0.0 0.0 0.0 27.4 9 175 175 3 PANEL P1 & P2 1.7 6.7 1.1 0.0 0.0 0.0 21.2 - - - VIA (EX)112.5 KVA XFMR 4.4 6.0 1.1 0.0 0.0 0.0 21.2 - - - 2.7 7.1 0.0 0.0 0.0 0.0 20.0 10 - - - SPACE 11 - - - SPACE 12 - - - SPACE 13 - - - SPACE 14 - - - SPACE 8.7 19.8 2.2 156.2 0.0 0.0 142.2 CONNECTED LOAD (KVA): 329.1 DEMAND LOAD (KVA): 324.3 PHASE A 397.5 110.1 PHASE B 396.1 109.7 CONNECTED LOAD (AMPS) 395.9 PHASE C 394.6 109.3 DEMAND LOAD (AMPS): 390.0 1 AMPS j KVA AMPACITY REQUIRED: 393.0 NOTES: AMPACITY READ CALCS LIGHTING 8.75 KVA X 125 % = 10.9 KVA RECEPTACLE TOTAL 19.79 KVA 1ST 10.00 KVA X 100 % = 10.0 KVA REMAIN 9.79 KVA X 50 % = 4.9 KVA MOTORS TOTAL 2.20 KVA X 100 % LARGEST 1.10 KVA X 125 % = 1.4 KVA REMAIN 1.10 KVA X 100 % = 1.1 KVA A/C 156.23 KVA X 100 % = 156.2 KVA HEATING 0.00 KVA X 100 % = 0.0 KVA LOCKED -OUT LOAD KVA X 100 % = 0.0 KVA KITCHEN 0.00 KVA X 65 % = 0.0 KVA MISCELLANEOUS 142.18 KVA X 100 % = 142.2 KVA TOTAL = 326.7 KVA PANELBOARD SCHEDULE -'P1' (EXISTING) MAIN: 150A MCB VOLTAGE: 208/120 PHASE: 3 1 WIRE:4 MOUNTING: RECESSED AIC: 10,000 CKT # TRIP POLE DESCRIPTION LOAD (KVA) SE LOAD (KVA) DESCRIPTION TRIP POLE CKT # LTG REC MTR A/C HTG KIT MISC ABC LTG REC MTR A/C HTG KIT MISC 1 20/1 EF-1 1.1 0.4 STOREFRONT RECEPTS 20/1 2 3 20/1 EF-2 1.1 1.0 ROOF GFI RECEPTS 20/1 4 5 2011 WASHER 0.4 0.4 BACKWRAP RECEPTS 20/1 6 7 20/1 HAND DRYER 1.0 0.5 PE@PF RECEPTS 20/1 8 9 20/1 HAND DRYER 1.0 0.2 FUTURE RADIANSE KIOSK 20/1 10 11 20/1 HAND DRYER 1.0 0.5 PRINTER 2011 12 13 20/1 HAND DRYER 1'0 SPARE 20/1 14 15 20/1 WALLET / USB LOCKERS 0.5 SPARE 20/1 16 17 20/1 QUAD RECEPT 0.4 0.7 LOBBY COUNTER RECEPTS 20/1 18 19 20/1 DRINKING FOUNTAIN 0.5 0.2 T-MAX TIMER CNTRLS 20/1 20 21 2011 DUCT DETECTORS 1.0 SPARE 20/1 22 23 20/1 MASSAGE CHAIR 1.0 1 ISPARE 20/1 24 25 2011 ELECT/STOR ROOM RCPTS 0.7 1.1 CONVENIENCE RECEPTS 20/1 26 27 20/1 BEVERAGE COOLER 0.5 1.1 CONVENIENCE RECEPTS 20/1 28 29 20/1 AVIIT ROOM RECEPT 0.2 0.5 WTR HT CNTRL / RECIRC 2011 30 31 20/1 MIRROR LIGHTS 0.7 JANITOR RM RECEPTS 20/1 32 33 20/1 CONVENIENCE RECEPT 1.3 1 0.3 ALARM ANNUNCIATOR 20/1 34 35 1 20/1 ISPARE 0.2 RR GFI 20/1 36 37 20/1 COLOR WINDOW 0.2 ff 0.2 RR GFI 20/1 38 39 20/1 ISPARE 0.2 RR GFI 20/1 40 41 20/1 ITANNING ROOM RECEPTS 0.9 0.2 RR GFI 2011 42 LIGHTING (KVA): 0.0 0.0 1 5.5 2.2 0.0 0.0 0.0 6.0 0.0 7.3 0.0 0.0 0.0 0.0 1.0 CONNECTED LOAD (KVA): 21.9 RECEPTACLES (KVA): 12.8 DEMAND LOAD (KVA): 20.5 MOTORS (KVA): 2.2 PHASE A 8 63.2 A/C (KVA): 0.0 PHASE B 8 67.1 CONNECTED LOAD (AMPS): 60.8 HEATING (KVA): 0.0 PHASE C 6 52.3 DEMAND LOAD (AMPS): 57.0 KITCHEN (KVA): 0.0 KVA AMPS MISCELLANEOUS (KVA): 7.0 AMPACITY REQUIRED: 57.7 NOTE BREAKERS PROTECTING MULTI -WIRE BRANCH CIRCUITS SHALL BE EQUIPPED WITH A PAD -LOCK DEVICE SO THAT CIRCUITS CAN BE DISCONNECTED SIMULTANEOUSL PROVIDE ISOLATED INSULATED GROUND BUS BAR AMPACITY READ CALCS LIGHTING 0.00 KVA X 125 % = 0.0 KVA RECEPTACLE TOTAL 12.75 KVA 1ST 10.00 KVA X 100 % = 10.0 KVA REMAIN 2.75 KVA X 50 % = 1.4 KVA MOTORS TOTAL 2.20 KVA X 100 % LARGEST 1.10 KVA X 125 % = 1.4 KVA REMAIN 1.10 KVA X 100 % = 1.1 KVA A/C 0.00 KVA X 100 % = 0.0 KVA HEATING 0.00 KVA X 100 % = 0.0 KVA LOCKED -OUT LOAD KVA X 100 % = 0.0 KVA KITCHEN 0.00 KVA X 65 % = 0.0 KVA MISCELLANEOUS 6.95 KVA X 100 % = 7.0 KVA TOTAL = 20.8 KVA PANELBOARD SCHEDULE -'D' (NEW BY T.G.C.) MAIN: 100A MLO VOLTAGE: 208/120 PHASE:3 1 WIRE:4 MOUNTING: RECESSED AIC: 10,000 CKT # TRIP POLE DESCRIPTION LOAD (KVA) PHASE LOAD (KVA) DESCRIPTION TRIP POLE CKT # LTG REC MTR A/C HTG KIT MISC A B C LTG REC MTR A/C HTG KIT MISC 1 20/1 SPARE 1.2 SPARE 20/1 2 3 20/1 SPARE EXTERIOR SIGNAGE 20/1 4 5 20/1 SPARE 1.0 SPARE 20/1 6 7 20/1 SPARE SPARE 20/1 8 9 20/1 TANNING / MASSAGE LTS 0.3 TIMECLOCK TC1/TC2 20/1 10 11 20/1 NEON TAPE LTS 0.3 0.2 0.2 0.2 EMER LTS VIA EMU 20/1 12 13 2011 ENTRY/FNT DSK/SOFIT LTS 0.8 EMER LTS VIA EMU 20/1 14 15 20/1 TRACK LTS / SCONCES 0.1 PF360 HIGHBAY LTS 20/1 16 17 20/1 SPARE 0.8 0.7 CIRCUIT/ABS LTS 2011 18 19 20/1 SPARE ELECT / JAN IT / STOR LTS 20/1 20 21 20/1 PF LOGO LIGHT 0.4 SPARE 20/1 22 23 20/1 30 MINUTE CLOCK 0.2 0.2 SPARE 20/1 24 25 2011 SPARE SPARE 20/1 26 27 20/1 SHOWER / VANITY LTS 0.3 ENTRY/ LOCKER LTS 20/1 28 29 20/1 SHOWER / VANITY LTS 0.3 0.2 0.8 ENTRY/ LOCKER LTS 20/1 30 31 20/1 SPARE SPARE 20/1 32 33 20/1 SPARE HIGHBAYS 2011 34 35 20/1 SPARE 0.8 HIGHBAYS 20/1 36 37 20/1 SPARE SPARE 20/1 38 39 20/1 SPARE SPARE 20/1 40 41 20/1 SPARE SPARE 20/1 42 LIGHTING (KVA): 8.7 2.6 0.0 1 0.0 0.0 0.0 0.0 1 0.0 6.1 0.0 1 0.0 0.0 0.0 0.0 10.0 CONNECTED LOAD (KVA): 8.7 RECEPTACLES (KVA): 0.0 DEMAND LOAD (KVA): 8.7 MOTORS (KVA): 0.0 PHASE A 2 13.8 A/C (KVA): 0.0 PHASE B 4 36.5 CONNECTED LOAD (AMPS): 24.3 HEATING (KVA): 0.0 PHASE C 3 22.7 DEMAND LOAD (AMPS): 24.3 KITCHEN (KVA): 0.0 KVA AMPS MISCELLANEOUS (KVA): 0.0 AMPACITY REQUIRED: 30.4 NOTE BREAKERS PROTECTING MULTI -WIRE BRANCH CIRCUITS SHALL BE EQUIPPED WITH A PAD -LOCK DEVICE SO THAT CIRCUITS CAN BE DISCONNECTED SIMULTANEOUSL PROVIDE INSULATED ISOLATED GROUND BUS BAR AMPACITY REQD CALCS LIGHTING 8.75 KVA X 125 % = 10.9 KVA RECEPTACLE TOTAL 0.00 KVA 1ST 10.00 KVA X 100 % = 0.0 KVA REMAIN 0.00 KVA X 50 % = 0.0 KVA MOTORS TOTAL 0.00 KVA X 100 % LARGEST KVA X 125 % = 0.0 KVA REMAIN 0.00 KVA X 100 % = 0.0 KVA A/C 0.00 KVA X 100 % = 0.0 KVA HEATING 0.00 KVA X 100 % = 0.0 KVA LOCKED -OUT LOAD KVA X 100 % = 0.0 KVA KITCHEN 0.00 KVA X 65 % = 0.0 KVA MISCELLANEOUS 0.00 KVA X 100 % = 0.0 KVA TOTAL = 10.9 KVA PANELBOARD SCHEDULE -'P2' (EXISTING) MAIN: 250A MCB 1 VOLTAGE: 208/120 PHASE:3 1 WIRE:4 MOUNTING: RECESSED AIC: 10,000 CKT # TRIP POLE DESCRIPTION LOAD (KVA) HAS LOAD (KVA) DESCRIPTION TRIP POLE CKT # LTG REC MTR A/C HTG KIT MISC A B C LTG REC MTR AIC HTG KIT MISC 1 6013 TREADMILL RECEPT 4.0 4.4 TREADMILL RECEPT 60/3 2 3 - VIA RACEWAY 4.0 4.4 VIA RACEWAY - 4 5 - - 4.0 4.4 - - 6 7 6013 TREADMILL RECEPT 4.8 5.3 TREADMILL RECEPT 60/3 8 9 - VIA RACEWAY 4.8 5.3 VIA RACEWAY - 10 11 - - 4.8 5.3 - 12 13 20/1 SPARE 0.4 PE@PF QUAD/USB 20/1 14 15 20/1 SPARE SPARE 20/1 16 17 20/1 SPARE SPARE 20/1 18 19 50/3 RESERVED FOR PANEL 0.7 RECEPTS - SMALL TVS 20/1 20 21 - SURGE PROTOECTOR 0.2 RESERVE FOR F.A.C.P. 20/1 22 23 - - 0.4 IAUDIONIDEO QUAD 20/1 24 25 100/3 PANEL D 1.7 0.0 0.0 0.0 10.0 0.0 0.0 0.4 MUSIC SYSTEM QUAD 20/1 26 27 - - 4.4 0.0 0.0 0.0 0.0 0.0 0.0 0.7 FRONT COUNTER RECEPT 20/1 28 29 - - 2.7 0.0 0.0 0.0 0.0 0.0 0.0 0.7 TV RECEPTS 20/1 30 31 20/1 SPARE 0.7 TV RECEPTS 20/1 32 33 2011 FRONT ENTRY TVS 0.2 0.7 TV RECEPTS 20/1 34 35 20/1 RECEPTS - SMALL TVS 0.5 0.7 TV RECEPTS 20/1 36 37 2011 SPARE 0.7 TV RECEPTS 2011 38 39 20/1 SPARE SPARE 20/1 40 41 20/1 SPARE SPARE 20/1 42 LIGHTING (KVA): 8.7 8.7 10.7 10.0 10.0 0.0 0.0 26.3 0.0 6.3 0.0 0.0 0.0 0.0 129.2 CONNECTED LOAD (KVA): 71.2 RECEPTACLES (KVA): 7.0 DEMAND LOAD (KVA): 71.2 MOTORS (KVA): 0.0 PHASE A 23 191.8 A/C (KVA): 0.0 PHASE B 25 205.6 CONNECTED LOAD (AMPS): 197.7 HEATING (KVA): 0.0 PHASE C 24 196.2 DEMAND LOAD (AMPS): 197.7 KITCHEN (KVA): 0.0 KVA AMPS MISCELLANEOUS (KVA): 55.4 AMPACITY REQUIRED: 203.8 NOTE BREAKERS PROTECTING MULTI -WIRE BRANCH CIRCUITS SHALL BE EQUIPPED WITH A PAD -LOCK DEVICE SO THAT CIRCUITS CAN BE DISCONNECTED SIMULTANEOUSL a - PROVIDE'HACR' TYPE CIRCUIT BREAKER AMPACITY REQD CALCS LIGHTING 8.75 KVA X 125 % = 10.9 KVA RECEPTACLETOTAL 7.04 KVA 1ST 10.00 KVA X 100 % = 7.0 KVA REMAIN 0.00 KVA X 50 % = 0.0 KVA MOTORS TOTAL 0.00 KVA X 100 % LARGEST KVA X 125 % = 0.0 KVA REMAIN 0.00 KVA X 100 % = 0.0 KVA A/C 0.00 KVA X 100 % = 0.0 KVA HEATING 0.00 KVA X 100 % = 0.0 KVA LOCKED -OUT LOAD KVA X 100 % = 0.0 KVA KITCHEN 0.00 KVA X 65 % = 0.0 KVA MISCELLANEOUS 55.44 KVA X 100 % = 55.4 KVA TOTAL = 73.4 KVA MAIN BREAKER FOR PANEL E SHALL BE SHUNT TRIPPED FOR INTERLOCK TO FIRE ALARM. NOTE: ALL STAR -LINE RACEWAYS ARE SHOWN AS FED FROM 60/3 BREAKERS. THIS ALLOWS FOR RE -LOCATION OF EQUIPMENT. SOME STAR -LINE MAY BE FED WITH SMALLER BREAKERS. VERIFY WITH TENANT. POWER TO AUDIO/VIDEO AND MUSIC EQUIPMENT TO BE SHUNT TRIPPED/INTERLOCKED TO SHUT DOWN UPON RECEIVING A SIGNAL FROM THE FIRE ALARM SYSTEM. PANELBOARD SCHEDULE -'E' (NEW BY T.G.C.) MAIN: 250A MCB VOLTAGE: 240/120 PHASE:3 1 WIRE:4 MOUNTING: RECESSED AIC: 10,000 CKT # TRIP POLE DESCRIPTION LOAD (KVA) SE LOAD (KVA) DESCRIPTION TRIP POLE CKT # LTG REC MTR A/C HTG KIT MISC A B C LTG REC MTR A/C HTG KIT MISC 1 40/3 UPRIGHT TAN 3.4 3.8 UPRIGHT TAN 40/3 2 3 - ERGOLINE SUNRISE 7200 3.4 3.8 (SUNRISE 480) - 4 5 - - 3.4 3.8 - - 6 7 40/3 UPRIGHT TAN 1 3.8 SPARE 20/1 8 9 - (SUNRISE 480) 3.8 2.5 HYDROMASSAGE LOUNGE 30/2 10 11 - - 3.8 2.5 - - 12 13 3012 HYDROMASSAGE LOUNGE 2.5 SPARE 20/1 14 15 - - 2.5 SPACE 16 17 30/2 HYDROMASSAGE LOUNGE 2.5 2.5 HYDROMASSAGE LOUNGE 30/2 18 19 - - 2.5 2.5 - - 20 21 SPACE SPACE 22 23 20/1 SPARE SPARE 20/1 24 25 20/1 SPARE 3.8 TANNING BED 40/3 26 27 SPACE 3.8 (PASSION) - 28 29 20/1 SPARE 3.8 - - 30 31 20/3 CIRCULATION FAN 0,7 3.8 TANNING BED 40/3 32 33 - - 0.7 3.8 (PASSION) - 34 35 - 0.7 3.8 - - 36 37 20/3 CIRCULATION FAN 0.7 SPARE 2011 38 39 - - 0.7 SPACE 40 41 - - 0.7 SPARE 20/1 42 LIGHTING (KVA): 0.0 0.0 10.0 0.0 0.0 0.0 0.0 35.9 0.0 10.0 1 0.0 0.0 0.0 10.0 143.9 CONNECTED LOAD (KVA): 79.8 RECEPTACLES (KVA): 0.0 DEMAND LOAD (KVA): 79.8 MOTORS (KVA): 0.0 PHASE A 27 228.6 A/C (KVA): 0.0 PHASE B 25 207.8 CONNECTED LOAD (AMPS): 191.9 HEATING (KVA): 0.0 PHASE C 27 228.6 DEMAND LOAD (AMPS): 191.9 KITCHEN (KVA): 0.0 KVA AMPS MISCELLANEOUS (KVA): 79.8 AMPACITY REQUIRED: 191.9 NOTE BREAKERS PROTECTING MULTI -WIRE BRANCH CIRCUITS SHALL BE EQUIPPED WITH A PAD -LOCK DEVICE SO THAT CIRCUITS CAN BE DISCONNECTED SIMULTANEOUSL PROVIDE INSULATED ISOLATED GROUND BUS BAR AMPACITY REQD CALCS LIGHTING 0.00 KVA X 125 % = 0.0 KVA RECEPTACLE TOTAL 0.00 KVA 1ST 10.00 KVA X 100 % = 0.0 KVA REMAIN 0.00 KVA X 50 % = 0.0 KVA MOTORS TOTAL 0.00 KVA X 100 % LARGEST KVA X 125 % = 0.0 KVA REMAIN 0.00 KVA X 100 % = 0.0 KVA A/C 0.00 KVA X 100 % = 0.0 KVA HEATING 0.00 KVA X 100 % = 0.0 KVA LOCKED -OUT LOAD KVA X 100 % = 0.0 KVA KITCHEN 0.00 KVA X 65 % = 0.0 KVA MISCELLANEOUS 79.79 KVA X 100 % = 79.8 KVA TOTAL = 79.8 KVA Planet Fitness 4 Liberty Lane West Hampton, New Hampshire 03842 Issue Sets No. I Issue Set I By I Date Appr. ARCHITECT J Daniel K. Mullin, Architect, NCARB 517 S Main St. Moscow, ID 83843 P.(208)892-8433 F. (208) 892-8533 MEP ENGINEERS Dave M. Saarem, P.E. 2188 Alfred Way Carson City, NV 89703 P. (775) 772-9846 STRUCTURAL ENGINEERS Richard M. Welcher, P.E. Tatum Smith Welcher Engineers, Inc. 3100 S Market St, Suite 202 Rogers, AR 72758 P. (479) 621-6128 UJ CIL COPYRIGHT These plans are an instrument of service and are the property of DKMullin Architects, and may not be duplicated, disclosed, or reproduced without the written consent of DKMullin Architects. Copyright and infringement will be enforced and prosecuted. Project Manager Approval Architect/Engineer of Record Location 7910 GALL BLVD ZEPHYRHILLS, FL 33541 Project/Space No. Planet Fitness Tenant Improvement Sheet Title PANEL SCHEDULES Scale: As Shown Drawn By: Chk'd By: T.G. Issue Date: APRIL 15, 2020 Project No. 191205 Sheet E2. 1 -Cths NOTES BY SYMBOLS OSENSOR/THERMOSTAT CONTRACTOR TO PROVIDE BACKBOX, CONDUIT (IF REQ'D), AND WIRE TO CEILING AREA TO SUPPORT NEW THERMOSTAT OR SENSOR BY MECHANICAL CONTRACTOR. CONFIRM LOCATIONS AND MOUNTING HEIGHTS WITH PLANET FITNESS CONSTRUCTION MANAGER. 2x SPEAKER/AUDIO LOCATION SPEAKER/AUDIO LOCATIONS SHOWN FOR REFERENCE. PROVIDE JUNCTION BOX (ABOVE CEILING WHERE APPLICABLE) FOR CONNECTION TO SPEAKER. WIRE TO CLUB COM SOUND SYSTEM IN STORAGE CLOSET. a) ZONE 1 - OPEN GYM b) ZONE 2 - TANNING c) ZONE 3 - LOCKER ROOMS d) ZONE 4 - CIRCUIT TRAINING e) ZONE 5 - STRETCHING AND ABS f) ZONE 6 - PF360 g) ZONE 7 - FRONT DESK/RECEPTION TELEVISION PROVIDE COAXIAL OUTLET MOUNTED AS SPECIFIED ON PLAN FOR TELEVISION FROM DMARK LOCATION. COORDINATE EXACT MOUNTING LOCATION WITH PLANET FITNESS PROJECT MANAGER. POS EXTEND (1) CAT 5e CABLE PER POS. COORDINATE EXACT REQUIREMENTS FOR POS SYSTEMS WITH CLUB MANAGEMENT SOFTWARE PROVIDERS, TWIN OAKS. RADIANSE (IF APPLICABLE) EXTEND (1) CAT 5e CABLE FOR RADIANSE. COORDINATE EXACT REQUIREMENTS FOR RADIANSE SYSTEMS WITH CLUB MANAGEMENT. OSECURITY CAMERA (IF APPLICABLE) SECURITY CAMERA LOCATIONS SHOWN FOR REFERENCE. PROVIDE J-BOX & 3/4" CONDUIT WITH PULLWIRE OR AS DEEMED BY PLANET FITNESS, RG59/18-2 WIRING FROM J-BOX TO THE CAMERA POWER SUPPLY IN STORAGE ROOM. SHIELDED AUDIO CABLE CAN BE RUN IN SAME BOX IF NECESSARY. OT-MAX TIMER T-MAX TIMER LOCATIONS SHOWN FOR REFERENCE. PROVIDE A SINGLE GANG BOX AT EACH TANNING/HYDROMASSAGE LOCATION. LOOP ONE (1) CONTINUOUS SHIELDED CAT-5 FROM T-MAX CONTROLLER AT DESK THROUGH EACH GANG BOX, TERMINATE IN LAST ROOM. ga T-MAX NOTES 0 HYDROMASSAGE BEDS PROVIDE: A) TWO -GANG PLASTIC ELECTRICAL BOX INSTALLED AT 48" A.F.F. AND 14" FROM HEAD OF BED FOR T-MAX TIMER. B) 1/2" OR LARGER CONDUIT CONNECTING T-MAX TO ELECTRICAL OUTLETS. C) SINGLE GANG ELECTRICAL BOX W/PLASTIC COVER 6" A.F.F. OR MINIMUM HEIGHT ALLOWABLE BY CODE. RUN SHIELDED AUDIO CABLE THROUGH SAME BOX IF NECESSARY. D) 110V OUTLET (REFER TO POWER PLAN). 1-1/2" AWAY FROM "C" E) 220V RECEPTACLE (REFER TO POWER PLAN) F) CAT-5 TERMINATED NETWORK JACK (LEVITON 6-PORT CAT5e) G) ROUTE HYDROMASSAGE BEDS BACK TO THE MAIN NETWORK HUB. H) MAINTAIN ACCESS AROUND BEDS. OTELEPHONE OUTLET PROVIDE RJ-11 PHONE OUTLET, VERIFY QUANTITY WITH PLANET FITNESS PROJECT MANAGER. OTELEPHONE BOARD (D MARKi PROVIDE NEW 48'0/4" THK PLYWOOD BACKERBOARD OCLUB COM DEDICATED TELEVISION TELEVISION IN THIS LOCATION SHALL BE DEDICATED TO CLUB COM STORAGE ROOM 10 TERMINATION POINTS COORDINATE ALL LOW VOLTAGE CIRCUIT TERMINATIONS IN STORAGE ROOM WITH PLANET FITNESS PROJECT MANAGER 11 VOLUME CONTROLS COORDINATE REQUIREMENTS WITH AUDIO VENDOR AND PLANET FITNESS PROJECT MANAGER. PROVIDE SEPARATE VOLUME CONTROLS FOR EACH OF THESE AREAS: WORKOUT, LOCKER ROOMS. TANNING/HYDROMASSAGE ROOMS. 12 FAN CONTROLS PROVIDE CAT 5e WIRE TO CONTROL FOR BIG ASS FANS. LOCATION SHOWN FOR REFERENCE. COORDINATE EXACT LOCATION AND MOUNTING HEIGHTS WITH PLANET FITNESS PROJECT MANAGER. 13 DVVRR LOCATION SHOWN FOR REFERENCE. COORDINATE EXACT LOCATION WITH PLANET FITNESS PROJECT MANAGER. 14 SECURITY SYSTEM PROVIDE CONNECTION FOR SECURITY SYSTEM. COORDINATE CONNECTION TYPE AND FINAL LOCATION WITH PLANET FITNESS PROJECT MANAGER. 15 CLUB COM SERVER PROVIDE COAXIAL, NETWORK, AND ANY OTHER NECESSARY CONNECTION FOR CLUB COM SYSTEM SERVER. COORDINATE FINAL LOCATION WITH PLANET FITNESS PROJECT MANAGER. ELECTRICAL ROOM 1 6 ELECTRICAL PANELS REFER TO POWER PLAN SHEET E1.0 & PANEL SCHEDULES SHEET E2.0 FOR FURTHER INFORMATION. PROVIDE HARDWIRED CONNECTION FOR FIRE ALARM CONTROL PANEL. COORDINATE FINAL LOCATION WITH PLANET FITNESS PROJECT MANAGER. PLACE FACP AND CORRESPONDING OUTLET NEAR STORE ENTRY ONLY WHEN REQUIRED BY FIRE MARSHALL. CONFIRM PRIOR TO ROUGH IN. ELECTRICAL SYMBOLS LEGEND SYMBOL DESCRIPTION SYMBOL DESCRIPTION OJ ELECTRICAL JUNCTION BOX KEY ALARM SYSTEM KEYPAD @ 48" A.F.F. © SECURITY CAMERA ODC OVERHEAD DOOR CONTACT ® REMOTE SENSOR GB GLASS BREAK SENSOR THERMOSTAT ® 60"-72" A.F.F. PB PANIC BUTTON ® FAN CONTROLS ® 60" A.F.F. AS ALARM SIREN A DATA OUTLET-CATAGORY 5 n SPEAKERS BY TENANT, G.C. TO COORDINATE SPEAKER LOCATIONS J& TELEPHONE OUTLET WITH TENANT S TELE/DATA COMBO r J VOLUME CONTROL TV4 COAXIAL CABLE FOR TELEVISION ® FIRE ALARM CONTROL PANEL 15 CLUBCOM 0— CCTV FIRE ALARM NETWORK EQUIP. BOX FIRE 13 ALARM EQUIP. NUN CIATOR FACP ANNUNCIATOR LOCATED BY THE 1 FRONT DOOR 04 , " rv 1 . SCALE: NOT TO SCALE THERMOMSTATS TEST RTU-1 RTU-2 RTU-3 RTU-4 3 �SM V RO9E: NOT TO SCALE 001r__%4 V 11 SCALE: 1/4•=1 �-0' N RDI ,.� QUAD 00 THERMOMSTATS TEST RTU-5 RTU-6 RTU-7 Is 1-4 1-4 7 GENERAL ELECTRICAL NOTES G.C. SHALL COORDINATE ALL REQUIREMENTS AND RESPONSIBILITIES PERTAINING TO LOW VOLTAGE WORK WITH OWNER AND OWNER'S LOW VOLTAGE VENDORS PRIOR TO BID. FIRE ALARM CONTRACTOR SHALL VERIFY BUILDING AND FIRE DEPT. REQUIREMENTS REGARDING SHUT OFF OF ANY NECESSARY COMPONENTS UPON ACTIVATION OF THE FIRE ALARM. THIS INCLUDES, BUT IS NOT LIMITED TO: AUDIO/MUSIC SYSTEM(S), RTUs, TANNING EQUIPMENT, CIRCULATING FANS, ETC. THIS LOW VOLTAGE PLAN IS DIAGRAMMATIC. THE INSTALLING CONTRACTOR SHALL MEET WITH THE OWNER'S REP/OWNER PRIOR TO ROUGH -IN INSTALLATION TO VERIFY LOCATIONS SHOWN HERE MEET WITH OWNER'S REQUIREMENTS AND TO ADD ANY OTHER ITEMS DESIRED BY OWNER. (D- (D- (D- a-- 0 SCALE: 1/8'=l'49 3 1 4 Planet Fitness 4 Liberty Lane West Hampton, New Hampshire 03842 Issue Sets No. I Issue Set I By I Date Appr. ARCHITECT Daniel K. Mullin, Architect, NCARB 517 S Main St. Moscow, ID 83843 P.(208) 892-8433 F. (208) 892-8533 MEP ENGINEERS Dave M. Saarem, P.E. 2188 Alfred Way Carson City, NV 89703 P. (775) 772-9846 STRUCTURAL ENGINEERS Richard M. Welcher, P.E. Tatum Smith Welcher Engineers, Inc. 3100 S Market St, Suite 202 Rogers, AR 72758 P. (479) 621-6128 W 0 COPYRIGHT These plans are an instrument of service and are the property of DKMullin Architects, and may not be duplicated, disclosed, or reproduced without the written consent of DKMullin Architects. Copyright and infringement will be enforced and prosecuted. Project Manager Approval Architect/Engineer of Record V NI No 82890 ems° STATE * - 0/11 Location 7910 GALL BLVD ZEPHYRHILLS, FL 33541 Project/Space No. Planet Fitness Tenant Improvement Sheet Title LOW VOLTAGE PLAN Scale: As Shown Drawn By: Chk'd By: T.G. Issue Date: APRIL 15, 2020 Project No. 191205 Sheet E3*0 PLUMBING SYMBOLS AND ABBREVIATIONS LEGEND A.F.F. ABOVE FINISHED FLOOR BFP BACKFLOW PREVENTER C.L.;CL CENTERLINE COLD WATER PIPING COL. COLUMN HOT WATER PIPING CONTR. CONTRACTOR - C.W. COLD WATER SOIL/SEWER/WASTE PIPING DEL. DELIVERY DF DRINKING FOUNTAIN — — — — — — VENT PIPING DN. DOWN DOM. DOMESTIC UNION E.C. ELECTRICAL CONTRACTOR EWC ELECTRIC WATER COOLER STRAINER FCO FLOOR CLEANOUT FD FLOOR DRAIN GAS PIPING F.D.C. FIRE DEPT. CONNECTION FIN. FL. FINISHED FLOOR O PIPE RISER FLA FULL LOAD AMPS F.P.C. FIRE PROTECTION CONTRACTOR H.C. HVAC CONTRACTOR C— PIPE DROP HD HUB DRAIN HP HORSE POWER H.W. HOT WATER SHUT OFF VALVE LAV LAVATORY MSB MOP SINK BASIN N.I.C. NOT IN CONTRACT N CHECK VALVE N.T.S. NOT TO SCALE P.C. PLUMBING CONTRACTOR P.D. PRESSURE DROP PRESSURE REGULATOR RP RETURN PUMP RPZ REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER SAN. SANITARY POINT OF CONNECTION/ELEVATION/INVERT T&P TEMPERATURE AND PRESSURE T.G.C. TENANT'S GENERAL CONTRACTOR TP TRAP PRIMER KEYED NOTES ON DRAWING TYP. TYPICAL UR URINAL V.T.R. VENT THRU ROOF WB WASHER BOX (SEE A3.0 FOR MORE DETAIL) DRAWING REVISIONS WC WATER CLOSET WCO WALL CLEANOUT WH WATER HEATER W.M.G. WATER MOTOR GONG XT THERMAL EXPANSION TANK NOTE: THIS LEGEND IS FOR REFERENCE ONLY. NOT ALL SYMBOLS AND ABBREVIATIONS WILL BE USED. NOT ALL SYMBOLS AND ABBREVIATIONS USED ARE INCLUDED IN LEGEND. IF QUESTIONS ARISE DUE TO THE USE OF ANY SYMBOL OR ABBREVIATION THE CONTRACTOR SHALL CONTACT THE PROJECT ENGINEER IMMEDIATELY FOR DEFINITION(S) AND/OR CLARIFICATION(S). PLUMBING FIXTURES WHITE FIXTURE W/TOTO ECOPOWER, G.C. TO PROVIDE HEAVY DUTY 500# CARRIERS: ADA ELONGATED WATER K-84325-0 FOR BACK TO BACK TOILETS PROVIDE ZURN ZN1201—ND4 P20 WC 6 CLOSET (WALL MOUNT) KOHLER (VERIFY W/ TENANT) GC GC TOTO TETILA FLUSH VALVE EZCARRY 0.128 GPF, SEE PLUMBING FOR BACK TO BACK TOILET AND URINAL PROVIDE ZURN Z1221 FOR URINAL AND Z1201—NR4 SELECT APPROPRIATE OPTIONS FOR 24" WALL CAVITY ADA ELONGATED WATER CLOSET, K-3531 P21 0 PRESSURE ASSIST (FLOOR MOUNT) KOHLER (VERIFY W/ TENANT) NA NA USE TOTO TEU1 UA URINAL FLUSH WHITE FIXTURE W/ TOTO ECOPOWER, G.C. TO PROVIDE SOLID P22 UR 2 URINAL (WALL HUNG) KOHLER K-5016—ET-0 GC GC VALVE 0.125 GPF, SEE PLUMBING BLOCKING, PROVIDE STAINLESS STEEL DRAIN COVER, PROVIDE CARRIER AS DESCRIBED IN P20 REMARKS P23 LAV 6 LAVATORY (UNDERMOUNT) KOHLER K-2602—SU—NA GC GC 23.2" 15.25" 6.25" FAUCET: TOTO TEL105, FINISH: #CP W/TOTO ECOPOWER, G.C. TO VERIFY SIZE. ORDER AS ADA OVAL, STAINLESS STEEL W MV, SEE PLUMBING ACCESSORY W SINK P24 LAV-2 2 LAVATORY (SINGLE COMPARTMENT) KOHLER K-1997-0 NA NA 19.75" 21„ 6" FAUCET: TOTO TEL105, FINISH: W/TOTO ECOPOWER, G.C. TO VERIFY SIZE. ORDER AS ADA SQUARE, VITREOUS CHINA #CP W/TMV, SEE PLUMBING. ACCESSORY W SINK P25 SHW-2 6 SHOWER CUSTOM CUSTOM GC GC — — SHOWER HEAD: DELTA T17230, SEE PLUMBING SHOWER HEAD: (1) DELTA P26 SHW-1 2 ACCESSIBLE SHOWER CUSTOM CUSTOM GC GC — — T13H153, AND (1) DELTA #T17230, SEE PLUMBING P27 2 FOLDING ACCESSIBLE SHOWER SEAT GRAB BAR SPECIALISTS 62—PH34501WLEG GC GC — — — FOLDING ADA SHOWER SEAT WITH 4 LEGS, PHENOLIC WHITE FINISH P28 8 1 RECESSED SHAMPOO SHELF SCHLUTER KERDI—BOARD—SN 12X12 GC GC 12" 3 1/2" 12" G.C. TO VERIFY ROUGH OPENING PRIOR TO FRAMING P29 MS 2 IMOP SINK FLOOR MOUNT FLORESTONE MSR 2424 GC GC 24" 24" 10" FAUCET: SPEAKMAN SC-5811 P30 DF 2 HI LOW DRINKING FOUNTAIN STAINLESS STEEL ELKAY EMABFTL8WSLK EZH2O GC GC ADA COMPLIANT P31 0 ELECTRIC WATER HEATERS A.O. SMITH DRE-120-18 NA NA 100 GALLON TANK SEE PLUMBING P32 0 GAS WATER HEATERS A.O. SMITH BTH-199 NA NA 100 GALLON TANK SEE PLUMBING P33 WH 3 GAS WATER HEATERS NAVIEN NPE-240A GC GC UTILIZE EZ CONNECT CABLE INSTANT GAS HOT WATER HEATER, SEE PLUMBING G.C. TO VERIFY LENGTH, QUANTITY OF HORIZONTAL LINEAR LINEAR TRENCH DRAIN „ DRAIN COVER, DRAIN SIZES AND SPACER SIZES REQ'D 6" P34 TD 2 (FLOOR MOUNT) WATTS —DEAD LEVEL P P17—CO—SP—FG—SS GC GC 17 6 6 HORIZONTAL PATTERN WIDE "SP" STAINLESS STEEL GRATING, G.C. TO VERIFY DRAIN SIZES REQ'D P35 WASH 1 WASHER —DRYER (COMBINED) HILLYARD CRPSMARTCLEAN GC GC 22" 22" 36" 131b CAPACITY, G.C. TO PROVIDE POWER & VERIFY MAKE Microfiber Washer AND MODEL W/ TENANT PRIOR TO ORDERING P36 FS 1 FLOOR SINK OATEY 42721 GC GC FLOOR SINK TO SERVE HOT WATER HEATER T&P RELIEF LINE RP 1 HOT WATER RETURN PUMP GRUNDFOS UP15-29F GC GC 0 S Planet Fitness 4 Liberty Lane West Hampton, New Hampshire 03842 Issue Sets No. I Issue Set I By Date Appr. / / W k ARCHITECT I Daniel K. Mullin, Architect, NCARB t (T) 1� 517 S Main St. / / I LAV LAV LAV I Moscow, ID 83843 / / I P. (208) 892-8433 i / I I F. (208) 892-8533 / / I 491 MEP ENGINEERS FD I Dave M. Saarem, P.E. 2188 Alfred Way co Carson City, NV 89703 P. (775) 772-9846 FD We I STRUCTURAL ENGINEERS MS _ UR UR WC �`, I LAV-2 Richard M. Welcher, P.E. DF I \ \ / / SHW-1 SHW-2 SHW-2 SHW 2 I Tatum Smith Welcher Engineers, Inc. \ / /N�Y\ _.!..... .... 3100 S Market St, Suite 202 Rogers, AR 72758 \ / DQ I I P. (479) 621-6128 \.Z 1----- -� 04 W \ / SHW-1 SHW-2 SHW-2 SHW N I MS \ \ / I LAV-2 499 \ / FD WC WC WC WC FD \ \ / I COPYRIGHT — — — — These plans are an instrument of service and are the property of DKMullin Architects, and may not be MS4" \ ?' t\ \................................ _............... .._................. ........................... ......................... ...................... ..........................._............. ........................._................... _......._....._............ ......._..._... .............. .......... i I duplicated, disclosed, or reproduced without the SHW-1 \ ;> I \ \L,:::::::::::...::::::::::::::::::::::::::::.::::::::::::::::::::::.:::::::::::::::.:1 written consent of DKMullin Architects. Copyright \I N I \ and infringement will be enforced and prosecuted. FD I, SHW-1 4" SHW-2 I \ \ \ WCO ? N \ SHW-2 4 I- TD \ �L I or LAV ( \ \2•i, I Project Manager Approval 2„ TD 4„ SHW-2 \ \ \ I I N I / y LAV I / / LAV LAV LAV I Architect/Engineer of Record \ \3 2„ / SHW-2 4" SHW-2 �. / / 2", N LAV �I �i SHW-2 400 Ni UR 2„ i---�--- LI `�\�4� 3"U R E:l No 82890 WC IN I WC I \\'L FD ;Y" \` 2" WC 4" 4" 419 4»CN WC I 2„ Location FD / / 1*1< 4" N LAV-2 7910 GALL BLVD WC 490 3„ I 2, ZEPHYRHILLS, FL 33541 ;> \2� \ / N / LAV \ \i\ / / LAV-2 2" 3" WCO I I \ \2� ,� / Project/Space No. NI \ \ , / /� Planet Fitness Tenant Improvement Sheet Title PLUMBING WASTE PLAN PLUMBING WASTE RISER 2 NOT TO SCALE PLUMBING WASTE PLAN 1/4" — 1'-0" Scale: As Shown Drawn By: Chk'd By: T.G. Issue Date: APRIL 15, 2020 Project No. 191205 Sheet P1,60 %L- L- .-lths i� FINISHED SECURING SCREW ACCESS C HOT 140' F IN LEANOUT TEE & ACCESS OVER SIM. TO JOSAM 58790 LEANOUT FITTING WALL CLEANOUT DETAIL NOT TO SCALE TYPICAL ONE TYPICAL ONE HANDLED FAUCET HANDLED FAUCET TEMPERATURE MIXING VALVE DETAIL NOT TO SCALE TYPICAL ASSE 1070 APPLICATION r) Tr) Inn DCIP 4" AIR GAP NOTE: 1. SEE FLOOR PLAN FOR SIZE OF R.P.B.P. AND PIPE 2.PROVIDE WALL SUPPORT FOR R.P.B.P. RPZ BACKFLOW PREVENTER DETAIL NOT TO SCALE PLY STOP TEMPERED ER SUPPLY. . EA. LAV This drawing is intended only as a guide and not as a replacement for professionally engineered project drawings. This concept system drawing does not imply compliance with local building codes. Actual installation may vary depending on installation location & parameters and it must be done in accordance to all local building codes. Verify with local building officials before commencement of system installation. Condensate Gas Domestic Cold Water Recommended Pipe Size/Heater Count 1 Unit - 3/4" 1 2 Units - 1" 13 Units - 1-1/4 it 4 to 5 Units - 1-'/2" 1 6 to 8 Units - 2" 9 to 14 Units - 2-Y2" 15 to 16 Units - 3" in r4 aiv i im NPE-A Series Tankless Water Heater 10 Storage Check Valve Circulator Three NPE-A Tankless Vessel Pressure 20 Goodyear External Recirculation Mode Vai of Expansion Irvine, CA 92618 Tank 800-519-8794 Two Domestic Circuits � Mixing Valve www.navienamerica.com Drawn By: B. Fenske NPE-A-3-E2-BF02 August 1, 2013 DHW Circulator Full -port T Aquastat w/Aquastat & Check Valve Dk Ball Valve REDUCED PRESSURE BACK -FLOW PREVENTER WITH AIR OUT —� I V aJ I J I L l t l 8' 0" MIN. PIPE AIR GAP FUNNEL DRAIN TO 6" A.F.F. FINISHED FLOOR MANUFACTURER WATER HEATER INSTALLATION DETAIL NOT TO SCALE PROVIDE ONE PIECE SPUN ALUMINUM BASE WITH, GRADUATED STEPPED PVC BOOT, AND ADJUSTABLE STAINLESS STEEL CLAMPS. SET BASE IN BED OF MASTIC. REFER TO ARCHITECT'S DRAWING FOR APPLICATION OF VENT PIPE BOOT INSTALLATION WITH ROOFING MATERIAL PROVIDE SLEEVE IF REQUIRED - BY TYPE OF -ROOF DECK MINIMUM 12" BELOW ROO PROVIDE PIPE INCREASE WHERE REQUIRED TO MAKE MINIMUM 3" VENT THRU ROOF MINIMUM 12" ABOVE ROOF �—ROOF LINE ANCHOR PIPE TO ROOF DECK OR JOISTS 'H U-BOLT AROUND PIPE AND ANGLE IN WELDED OR SCREWED TO DECK OR ST HUBLESS PIPE CONNECTORS ON CAST IRON PIPE REFER TO PLANS FOR VTR PIPE SIZES AND LOCATIONS. LOCATE VTR MINIMUM TEN FEET HORIZONTAL OR THREE FEET VERTICAL ABOVE ANY BUILDING OPENING OR FRESH AIR INTAKE, AND ONE FOOT FROM ANY VERTICAL SURFACE. PROVIDE 1" FIBERGLASS INSULATION WITH ALL SERVICE JACKET ON VENT PIPE INSIDE BUILDING WITHIN SIX FEET OF VENT THRU ROOF LOCATION. VERIFY FLASHING AND COUNTERFLASHING WITH ROOFING CONTRACTOR. VENT THRU ROOF DETAIL NOT TO SCALE CONCRETE SLAB FINISHED FLOOR NEOPRENE SEAL CLEANING PLUG r s s s WATERPROOF ' s _ n MEMBRANE AS ' APPLICABLE COMPACT SCORATED COVER ADJUSTABLE HOUSING ► � e s s s V n ♦ 0 n p v v v v v v v v v v STRUCTURE AT LEI I=I I I=1UPPER LEVELt'`'fil SEALANT I�TO TENANT'S SANITARY SEWER FLOOR CLEAN OUT DETAIL `' NOT TO SCALE 11 11 L1I I L- I..JlllJ 11. 11" I L1 \ VALVE. NEW 4" PIPE SEE SHEET MEPO.1 FOR MORE INFORMATION. 2 FLOOR DRAIN DETAIL NOT TO SCALE 3/4" X 1 /2" TEE C.W. S DISTRIBUTION UNIT #DU 1 /2" COPPER TUBING. R (THRU PARTITION FOR RE3 i rwum AND EXPOSED TIGHT TO WALL IN MAINTENANCE) BELOW FLOOR TO P-TRAPS SEE PLAN. BALL VALVE TRAP PRIMER VALVE WITH INTEGRAL BACKFLOW PREVENTER AND VACUUM BREAKER PORT. PRECISION PLUMBING PRODUCTS MODEL P1-500. DISTRIBUTION UNIT TO BE MOUNTED (ABOVE CEILING IN MAINTENANCE ROOM AND TOILET ROOM) FINISH FLOOR TAPPED P-TRAP ADAPTER, PPP � � INC. OR EQUAL � WASTE LINE P-TRAP �TRAP PRIMER DETAIL � NOT TO SCALE GRADE AT LOWER LEVEL L VALVE VE CEILING PRIMER FITTING IND ACCESS DOOR IN CW TO ' PRIMER ;ONCRETE FLOOR SLAB Planet Fitness 4 Liberty Lane West Hampton, New Hampshire 03842 Issue Sets No. I Issue Set I By Date Appr. ARCHITECT J Daniel K. Mullin, Architect, NCARB 517 S Main St. Moscow, ID 83843 P. (208) 892-8433 F. (208) 892-8533 MEP ENGINEERS :::E Dave M. Saarem, P.E. 2188 Alfred Way co Carson City, NV 89703 P. (775) 772-9846 STRUCTURAL ENGINEERS Richard M. Welcher, P.E. Tatum Smith Welcher Engineers, Inc. 3100 S Market St, Suite 202 Rogers, AR 72758 P. (479) 621-6128 UJ COPYRIGHT These plans are an instrument of service and are the property of DKMullin Architects, and may not be duplicated, disclosed, or reproduced without the written consent of DKMullin Architects. Copyright and infringement will be enforced and prosecuted. Project Manager Approval Architect/ Enai neer of Record .1. t Location 7910 GALL BLVD ZEPHYRHILLS, FL 33541 Project/Space No. Planet Fitness Tenant Improvement Sheet Title PLUMBING DETAILS AND SPECIFICATIONS Scale: As Shown Project No. Drawn By: 191205 Chk'd By: T.G. Sheet Issue Date: APRIL 15, 2020 P1.2 moths f� M NAT. GAS DESIGN INLET PRESSURE < 2 PSI PRESSURE DROP — 0.5 IN W.C. LONGEST LENGTH — APPROX. 100' GAS SCHEDULE MARK CFH WH-1 200 WH-2 200 WH-3 200 TOTAL LOAD 600 CFH CONTRACTOR TO VERIFY EXACT TOTAL DEVELOPED LENGTH IN FIELD AND NOTIFY ENGINEER IF GREATER THAN SHOWN ON THESE PLANS. BASIS OF DESIGN IS <2 PSI AND 0.5 IN W.C. PRESSURE DROP. IF FIELD CONDITIONS ARE DIFFERENT, CONTACT ENGINEER FOR RE —SIZING OF GAS PIPING. I GAS PLAN KEYED NOTES 110" OPROVIDE NEW GAS SERVICE AND METER AT SIDE OF BUILDING ALONG THE EAST EDGE (APPROXIMATE LOCATION SHOWN) OF BUILDING. CONTACT TECO / PEOPLE'S GAS FOR SERVICE REQUIREMENTS. GAS MAIN IS EXPECTED AT REAR OF BUILDING. G G 600 CFH 1-1/2" PENETRF /G 600 CFH 1-1 /2" G) 600 CFH 1-1/2"� AH 1 /4" 0 CFH 1,2,3 200 CFH EACH 0 600 CFH I`, f 1-1/2" �Iy 0 o I I I O 2 GAS RISER NOT TO SCALE 0— (D- 0 (D- Planet Fitness 4 Liberty Lane West Hampton, New Hampshire 03842 Issue Sets No. I Issue Set By Date I Appr. ARCHITECT Daniel K. Mullin, Architect, NCARB 517 S Main St. Moscow, ID 83843 P. (208) 892-8433 F.(208) 892-8533 MEP ENGINEERS Dave M. Saarem, P. E. 2188 Alfred Way Carson City, NV 89703 P. (775) 772-9846 STRUCTURAL ENGINEERS Richard M. Welcher, P.E. Tatum Smith Welcher Engineers, Inc. 3100 S Market St, Suite 202 Rogers, AR 72758 P. (479) 621-6128 W 0 COPYRIGHT These plans are an instrument of service and are the property of DKMullin Architects, and may not be duplicated, disclosed, or reproduced without the written consent of DKMullin Architects. Copyright and infringement will be enforced and prosecuted. Project Manager Approval Architect/Engineer of Record � tiI I ❑IL �4 ❑ _ ❑ L11 — — — — — L— ❑ ❑ l Iry Location 7910 GALL BLVD ZEPHYRHILLS, FL 33541 Project/Space No. Planet Fitness Tenant Improvement 1 2 3 4 Sheet Title GAS PLAN a GAS PLAN 1 /8„ _ 1,-099 Scale: As Shown Project No191205 Drawn By: Chk'd By: T.G. Sheet Issue Date: P2e0 APRIL 15, 2020 PLUMBING 1. TENANT'S PLUMBING SHALL NOT BE CHASED OR CUT INTO OR THROUGH THE DEMISING WALLS (SEPARATING TENANT'S LEASE SPACE FROM ADJOINING TENANT SPACES, ETC.) OR EXTERIOR WALLS. 2. VENTS SHALL NOT BE LOCATED WITHIN 25'0" OF AN EXTERIOR WALL. ROOF FLASHING SLEEVES MUST BE INSTALLED AS PER LANDLORD REQUIREMENTS. (EXISTING VENT) 3. LANDLORD FURNISHED SANITARY OUTLET BELOW SLAB: LOCATION SHOWN ON PLUMBING SHEETS. 4. LANDLORD INSTALLED COLD WATER LINE: LOCATION SHOWN ON PLUMBING SHEETS. 5. PLUMBING CONTRACTOR IS RESPONSIBLE TO VERIFY ALL EXISTING CONDITIONS IN THE FIELD AND REPORT ALL DISCREPANCIES TO THE TENANT'S REPRESENTATIVE. 6. PROVIDE MINIMUM 1" INSULATION ON ALL HOT AND COLD WATER PIPING. 7. HOT/COLD WATER PIPING AND WASTE LINE BELOW LAVATORY SHALL BE INSULATED AS REQUIRED BY LOCAL CODE. 8. ALL PIPE INSULATION SHALL BE NONCOMBUSTIBLE MATERIALS AS REQUIRED BY LOCAL CODE. 9. WATER METER IF REQUIRED SHALL HAVE SHUT-OFF VALVES ON BOTH SIDES OF METER. 10. GAS LINES AND REFRIGERATION LINES ON ROOF SHALL BE SUPPORTED BY TREATED WOOD BLOCKS ON ROOF PADS BY LANDLORD. ROUTING OF LINES SHALL BE COORDINATED WITH LANDLORD'S PROJECT MANAGER. 11. FOR ADDITIONAL PLUMBING INFORMATION, REFER TO SPECIFICATIONS AND DETAILS ON PLUMBING DRAWINGS. 12. FIXTURES SHALL BE AS SCHEDULED ON SHEET A3.0 & P1.0. REPORT ANY DISCREPANCIES TO ARCHITECT PRIOR TO BID. 13. MATERIALS 13.A. SANITARY SEWER - CAST IRON OR COPPER PIPING MAY BE USED EXCEPT THAT ALL PIPING BELOW GRADE SHALL BE CAST IRON. VENTS TWO INCHES (2") IN SIZE AND SMALLER MAY BE EITHER SCHEDULE 40 GALVANIZED STEEL OR COPPER PIPING. PVC IS ALLOWED FOR WASTE / VENT WHERE APPROVED BY A.H.J. 13.8. DOMESTIC WATER AND HOT WATER PIPING SHALL BE COPPER TYPE "L" WITH WROUGHT COPPER FITTINGS. ALL HOT WATER PIPING SHALL BE INSULATED WITH ARMAFLEX OR EQUIVALENT INSULATION TO A THICKNESS OF 1". 13.C. GAS PIPING SHALL BE BLACK STEEL SCHEDULE 40 WITH SCREWED FITTINGS. 13.D. CHILLED WATER SUPPLY AND RETURN PIPING SHALL BE GALVANIZED STEEL PIPE (STANDARD WALL) OR TYPE "M" HARD COPPER TUBING. ALL PIPING SHALL BE INSULATED WITH 1" THICK OWENS CORNING FIBERGLASS 25 ASJ/SSL OR EQUAL. 14. MAKING UP PIPE 14.A. SCREWED PIPE SHALL BE MADE WITH PIPE COMPOUND APPLIED TO THE MALE THREAD WITH NOT MORE THAN TWO THREADS LEFT EXPOSED. PIPE SHALL BE REAMED AFTER THREADING. 14.B. BELOW GRADE SANITARY PIPE THAT IS CAST IRON SHALL BE MADE UP WITH ONE THIRD OF THE HUB CAULKED WITH FIRST QUALITY OAKUM, AND THE REMAINDER FILLED WITH FIRST QUALITY CAULKING AT ONE POURING AND CAULKED TIGHT. 14.C. COPPER JOINTS SHALL BE MADE UP WITH 95-5 SOLDER. 15. HANGERS AND SUPPORTS HORIZONTAL PIPING SHALL BE SUPPORTED AT INTERVALS NOT TO EXCEED 10'0" WITH SWIVEL SPLIT PIPE HANGERS EQUAL TO CRANE NO. 199F OR GRINNELL NO. 104. VERTICAL PIPING SHALL BE SUPPORTED BY MEANS OF WROUGHT IRON CLAMPS SUSPENDED FROM THE UNDERSIDE OF STRUCTURE WITH HANGER RODS. 16. CLEANOUTS CLEANOUTS SHALL BE MANUFACTURED BY TYLER, MILWAUKEE, OR EQUAL AND SHALL BE INSTALLED AT ALL BENDS, ANGLES, AND ENDS OF ALL WASTE AND SEWER LINES AS CALLED FOR ON THE DRAWINGS AND AS REQUIRED BY LOCAL CODES. ALL CLEANOUTS SHALL BE BROUGHT TO GRADE, AND IN ALL CASES, SHALL BE PROVIDED WITH SUFFICIENT SPACE FOR RODDING. HEATING, VENTILATING, AND AIR CONDITIONING 1. ALL HEATING, VENTILATING AND AIR CONDITIONING SYSTEMS MUST BE DESIGNED AND INSTALLED IN CONFORMANCE WITH THE STATE AND LOCAL BUILDING CODES, LOCAL FIRE DEPARTMENT REGULATIONS, AND THE LATEST EDITION OF SMACNA AND ASHRAE STANDARDS. 2. DUCTWORK AND ALL OTHER HVAC CONSTRUCTION MUST BE DESIGNED TO CLEAR ANY INTERIOR ROOF LEADERS, DOWNSPOUTS, GAS LINES, OR OTHER EXISTING CONSTRUCTION THAT OCCURS IN TENANT'S LEASED SPACE. 3. EXHAUST DUCT, PLUMBING VENTS AND FLUES SHALL NOT BE LOCATED WITHIN 10'-0" OF ANY EXTERIOR WALL. WHEREVER POSSIBLE, EXHAUSTS SHALL BE A MINIMUM OF 10'-0" FROM ANY FRESH AIR INTAKES FOR HVAC EQUIPMENT; NOTE THAT THIS LIMIT ALSO APPLIES TO DISTANCE BETWEEN ADJOINING TENANT'S ROOF WORK, THAT SUCH COORDINATION MUST BE DONE THROUGH THE LANDLORDS REPRESENTATIVE. 4. ALL ROOF WORK SHALL BE COORDINATED WITH THE LANDLORD'S FIELD REPRESENTATIVE. THE HVAC CONTRACTOR IS REQUIRED TO USE LANDLORD'S ROOFING CONTRACTOR FOR ALL ROOF WORK. THE HVAC CONTRACTOR SHALL INCLUDE THE COST OF SAME IN HIS BID. 5. HVAC CONTRACTOR WILL PROVIDE PERMANENT IDENTIFICATION OF THE STORE NAME ON ROOF TOP EQUIPMENT FOR THE CONVENIENCE OF MAINTENANCE AND REPAIR WORK. ALL NEW ROOFTOP EQUIPMENT SHALL BE PAINTED AS PER LANDLORD REQUIREMENTS. 6. HVAC CONTRACTOR SHALL PAY ALL FEES, OBTAIN ALL PERMITS AND INSPECTIONS AS REQUIRED FOR THIS PORTION OF THE WORK. 7. HVAC CONTRACTOR SHALL VISIT THE SITE TO DETERMINE THE FULL EXTENT OF HIS WORK. ANY DISCREPANCIES WITH PLANS TO BE REPORTED TO TENANT'S REPRESENTATIVE PRIOR TO THE SUBMISSION OF A BID. 8. ALL NEW MATERIALS, EQUIPMENT AND WORK SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FOLLOWING DATE OF ACCEPTANCE BY TENANT, EXCEPT WHERE A LONGER WARRANTY PERIOD IS PROVIDED BY THE MANUFACTURERS OF EQUIPMENT OR COMPONENTS. 9. PRIOR TO THE START UP OF HVAC SYSTEM, THE HVAC CONTRACTOR SHALL CLEAN ALL DUCTWORK AND EQUIPMENT TO REMOVE ANY DIRT, RUBBISH OR DEBRIS. 10. THE COMPLETE HVAC SYSTEM SHALL BE TESTED AND BALANCED BY THE HVAC CONTRACTOR TO INSURE PROPER AIR FLOW TO ALL AREAS. THE GENERAL CONTRACTOR SHALL CONTRACT WITH AN INDEPENDENT TESTING ASSOCIATION TO VERIFY ALL AIR FLOW. A COPY SHALL BE FURNISHED TO THE TENANT. REPORT SHALL INCLUDE MINIMUM OUTSIDE AIR CFM READING. SUBMIT COPY OF REPORT TO LANDLORD. 11. ALL ROOF TOP EQUIPMENT SHALL BE CONVEYED VIA A RUNWAY OF 3/4" PLYWOOD SHEETS 2" X 10" RUNNERS AND A RUBBER TIRED CONVEYANCE VEHICLE AND/OR AS APPROVED BY LANDLORD THE HVAC CONTRACTOR IS RESPONSIBLE TO VERIFY APPROVED METHOD AND INCLUDE THIS IN HIS BID. 12. SPLASH PANS OR BLOCKS ARE REQUIRED ON THE ROOF AT ALL ROOF TOP UNIT CONDENSATES, OR AS DIRECTED BY LANDLORD. 13. FOR ADDITIONAL HVAC INFORMATION REFER TO MECHANICAL DETAILS AND DRAWINGS. 14. ALL DUCT WORK SHALL BE METAL. FIBERGLASS SHALL NOT BE USED IN ANY SITUATION. REFER TO NOTE 18. 15. HANGERS AND SUPPORTS 15.A. ALL HORIZONTAL DUCTS HAVING A DIMENSION OF 40 INCHES AND LESS SHALL BE SUPPORTED BY MEANS OF BAND IRON HANGERS OF NO. 18 U.S. GAUGE ATTACHED TO THE DUCT BY MEANS OF RIVETS, SCREWS, OR CLAMPS, AND FASTENED TO STRUCTURE ABOVE BY TOGGLE BOLTS OR OTHER MEANS. EACH SECTION OF DUCTWORK SHALL HAVE AT LEAST ONE PAIR OF SUPPORTS. VERTICAL DUCTS SHALL BE SUPPORTED WITH 1-1/4" X 1-1/4" X 1/4" ANGLES WHERE THEY PASS THROUGH THE FLOOR LINES. 15.B. ALL HORIZONTAL DUCTS HAVING A DIMENSION OF 40 INCHES AND MORE SHALL BE SUPPORTED BY MEANS OF ANGLE IRON TRAPEZE HANGERS. EACH SECTION OF DUCTWORK SHALL HAVE AT LEAST ONE PAIR OF SUPPORTS. 16. FLASHING 16A. CONTRACTOR WILL PROVIDE WATER TIGHT 24 GAUGE SHEET METAL FLASHING AT ALL EXTERIOR WALLS AND ROOF PENETRATIONS. 16.B. ALL CUTTING OF ROOF OPENINGS, SUPPORTS FOR THE ROOF OPENINGS, PITCH PANS, ROOF CURBS, FLASHINGS, COUNTER FLASHINGS, REPAIR TO ROOF, ETC., ASSOCIATED WITH HVAC SUBCONTRACTOR SHALL BE THE RESPONSIBILITY OF HVAC CONTRACTOR. HE SHALL EMPLOY LANDLORD'S ROOFERS FOR THIS WORK SO AS TO MAINTAIN LANDLORD'S ROOF BOND. 17. TOILET EXHAUST SHALL HAVE BACKDRAFT DAMPER. 18. DUCTWORK (PROVIDE R-VALUE PER CODE (VERIFY)). 18A SQUARE AND RECTANGULAR DUCTWORK SHALL BE CONSTRUCTED OF NEW GALVANIZED PRIME SHEET STEEL OF THE FOLLOWING GAUGES: DUCT SIZE GAUGE 12" AND LESS NO. 26 U.S. 13" TO 30" NO. 24 U.S. 31" TO 54" NO. 22 U.S. 55" TO 84" NO. 20 U.S. 85" AND OVER NO. 18 U.S. 18.13. SQUARE AND RECTANGULAR DUCTWORK SHALL BE CONSTRUCTED AS FOLLOWS: DUCT SIZE METHOD 17" AND LESS S" AND DRIVE CLEATS 18" TO 30" 1" STANDING SEAMS ON 3'0" CENTERS 31" TO 54" 1-1/4" STANDING SEAMS ON 3'0" CENTERS ROUND DUCTWORK SHALL BE CONSTRUCTED OF NEW GALVANIZED PRIME GRADE SHEET STEEL OF THE FOLLOWING GAUGES: DUCT SIZE (DIAMETER) DUCTS FITTING 8" AND LESS 24 22 9" TO 18" 22 20 19" TO 30" 20 18 ALL 90 ELBOWS FOR ROUND DUCTWORK SHALL BE FIVE (5) PIECE. ALL LONGITUDINAL SEAMS SHALL BE FORMED BY PITTSBURGH LOCKS. JOINTS SHALL BE SWAGGED WITH ON -HALF INCH (1/2") OVERLAP. 18.C. ALL DUCTWORK SHALL BE MADE AIR TIGHT WITH MASTIC AND PRESSURE SENSITIVE TAPE. 18.D. ALL SUPPLY, RETURN AND OUTSIDE AIR DUCTWORK LOCATED WITHIN THE BUILDING SHALL BE INSULATED WITH ONE AND ONE-HALF (1-1/2") THICK FOIL -FACED FIBERGLASS INSULATION. WHERE EXPOSED, DUCTWORK SHALL BE INTERNALLY LINED. 18.E. ALSO SUPPLY AND RETURN, AIR DUCTS LOCATED OUTSIDE OF BUILDING OR EXPOSED TO WEATHER SHALL HAVE ONE AND ONE-HALF INCH (1-1/2") RIGID INSULATION ON INTERIOR OF DUCT. 18.F. CONTRACTOR WILL INSTALL INSECT SCREENS ON ALL DUCT OPENINGS WHICH LEAD TO OR ARE OUTDOORS. INSECT SCREENS SHALL HAVE REMOVABLE GALVANIZED STEEL FRAMES. 19. DAMPERS 19A SPUTTER DAMPERS SHALL BE FABRICATED OF SHEET STEEL NOT LESS THAN NO. 16 U.S. GAUGE WITH THE LEADING EDGE HEMMED. EACH DAMPER SHALL BE LARGE ENOUGH TO COVER THE SMALLER OF THE TWO OPENINGS IT CONTROLS. DAMPERS SHALL BE CONTROLLED AS FOLLOWS: EXPOSED OR ACCESSIBLE DUCTWORK - LOCKING QUADRANTS EQUALY TO YOUNG REGULATOR NO. 1 WITH DAMPER ROD END BEARINGS ON OPPOSITE END. CONCEALED OR INACCESSIBLE DUCTWORK - LOCKING QUADRANT EQUAL TO YOUNG REGULATOR NO. 315 (CHROMIUM PLATED WITH DAMPER ROD END BEARINGS ON BOTH ENDS). 19.13. VOLUME DAMPERS SHALL BE OF THE OPPOSED INTERLOCKING TYPE AS MANUFACTURED BY AMERICAN FOUNDRY AND FURNACES CO. (AFFCO) OR EQUAL. BLADES SHALL BE OF NO. 16 GAUGE SHEET METAL AND SHALL NOT EXCEED 48" IN LENGTH OR 12" IN WIDTH. BLADES SHALL BE ON ONE-HALF INCH (1/2") DIAMETER RUSTPROOF AXLE. BEARINGS SHALL BE OF THE SELF-LUBRICATING FERRULE TYPE. 19.C. DOUBLE THICKNESS TURNING VANES SHALL BE IN SQUARE ELBOWS. PROVIDE AND INSTALL BARBER-COLMAN AIRTURNS OR EQUAL. TURNING VANES SHALL BE OF THE SAME GAUGE METAL AS THE DUCT IN WHICH THEY ARE INSTALLED. RADIUS ELBOWS SHALL HAVE A CENTERLINE RADIUS OF ONE AND ONE-HALF (1-1/2") TIMES THE DUCT WIDTH. 20. DUCTWORK - EXCEPTIONS DUCTWORK FOR EXHAUSTING AIR OR OUTSIDE SUPPLY AIR SHALL BE ALL METAL AND CONSTRUCTION ACCORDING TO RECOMMENDED PRACTICES AS FOUND IN THE LATEST ISSUE OF ASHRAE. 21. SUPPORT OF DUCT SYSTEM DUCTWORK SHALL BE SUPPORTED AT ALL TURNS AND TRANSITIONS PLUS NOT MORE THAN 8'-0" O.C. FOR STRAIGHT DUCTS UP TO 35" TO 59" MAXIMUM DIMENSIONS, 6' O.C. AND DUCTS OVER 60" MAXIMUM DIMENSION, 4' O.C. HANGER DESIGN SHALL BE AS DESCRIBED IN THE LATEST EDITION OF THE "SMACNA" MANUAL. REINFORCEMENT MEMBERS MAY BE USED TO SUPPORT THE DUCT SYSTEM PROVIDED DETAILS OUTLINED IN THE AFOREMENTIONED DOCUMENTS ARE ADHERED TO. 22. REINFORCEMENT ALL DUCTS REQUIRING REINFORCEMENT SHALL BE REINFORCED ACCORDING TO THE LATEST EDITION OF "SMACNA" MANUAL AS OUTLINED ON PAGES 8 AND 9 OF THE MANUAL. MATERIALS FOR REINFORCEMENT MEMBERS SHALL BE GALVANIZED STEEL ALL SCREWS AND WASHERS SHALL BE PLATED OR GALVANIZED. 23. ACCESSORY ITEMS ALL MANUAL DAMPERS, FIRE DAMPERS, TURNING VANES, REGISTER CONNECTIONS, ACCESS DOORS OR OTHER ASSOCIATED ACCESSORIES SHALL BE INSTALLED ACCORDING TO THE LATEST PUBLICATION OF "SMACNA" MANUAL 24. PIPING 24A PIPING AND FITTINGS SHALL BE OF THE WEIGHTS AND TYPES SHOWN ON THE DRAWINGS. SIZES SHOWN ON THE DRAWINGS ARE NOMINAL PIPE SIZES. 24.13. ALL PIPES SHALL BE INSTALLED PARALLEL TO, OR AT RIGHT ANGLES WITH THE BUILDING WALLS AND PARTITIONS AND SHALL BE INSTALLED WITH THE PROPER PITCH. 24.C. ALL PIPING SHALL BE UPENDED AND POUNDED TO REMOVE ANY FOREIGN MATTER PRESENT AND SHALL BE SWABBED IF NECESSARY. 24.D. REFRIGERANT PIPING SHALL BE COPPER TYPE "L" WITH WROUGHT COPPER FITTINGS. JOINTS SHALL BE MADE USING SILFOS OR 95-5 SOLDER. 24.E. REFRIGERANT SUCTION LINES SHALL BE INSULATED WITH ONE INCH (1-) THICK INSULATION. PROVIDE K CONTINUOUS VAPOR SEAL. 25. ALL DUCT WORK SHALL BE PULLED AS TIGHT AS POSSIBLE AGAINST MALL JOIST. ELECTRICAL 1. FOR ADDITIONAL ELECTRIC INFORMATION, SEE ELECTRICAL DRAWINGS AND SPECIFICATIONS. 2. ELECTRICAL CONTRACTOR TO PROVIDE ALL BREAKERS TO BE BOLT DOWN TYPE. 3. ELECTRICAL CONTRACTOR SHALL PROVIDE PULL WIRE IN AN EMPTY CONDUIT FOR TELEPHONE OR AS REQUIRED BY LOCAL PHONE COMPANY. 4. ALL CONDUCTORS, GROUNDS, BUS BARS AND WINDINGS SHALL BE COPPER. PRIMARY AND SECONDARY SERVICE FEEDERS MAY BE SUBSTITUTED ALUMINUM WHERE APPROVED BY OWNER AND LOCAL AHJ. SIZE EQUIVALENT PER NEC. 5. THE ELECTRICAL CONTRACTOR SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH THE PLANS (ARCHITECTURAL, MPE, LANDLORD DRAWINGS AND DETAILS, ETC.) AND SHALL VERIFY EXISTING CONDITIONS AT THE JOB SITE. 6. ENTIRE INSTALLATION SHALL BE PREPARED IN A FIRST-CLASS WORKMANLIKE MANNER. THE COMPLETED SYSTEMS SHALL BE FULLY OPERATIONAL. ACCEPTANCE BY OWNER SHALL BE A CONDITION OF THE CONTRACT. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES IN ORDER TO AVOID INTERFERENCES OR DISPUTES AMONG RESPECTIVE TRADES. 7. ALL NEW MATERIALS, WORKMANSHIP, AND EQUIPMENT SHALL BE GUARANTEED FOR ONE YEAR AFTER SYSTEM ACCEPTANCE. 8. ALL WIRING SHALL BE IN CONDUIT AS REQUIRED BY LOCAL CODE AND SHALL BE CONCEALED WHERE POSSIBLE. WHERE EXPOSED, RUN IN STRAIGHT LINES PARALLEL AND/OR PERPENDICULAR TO BUILDING LINES. 9. ELECTRICAL CONTRACTOR SHALL INCLUDE ALL MISCELLANEOUS ITEMS REQUIRED TO COMPLETE THE WORK. 10. ELECTRICAL CONTRACTOR SHALL NOT SCALE DRAWINGS FOR DIMENSIONS BUT SHALL CONTACT THE OWNERS REPRESENTATIVE REGARDING ANY DIMENSIONAL DATA REQUIRED AND SHALL VERIFY EXACT LOCATION AND MOUNTING HEIGHTS OF ALL FIXTURES, NOT SPECIFIED ON DRAWINGS OR DETAILS WITH TENANT'S REPRESENTATIVE PRIOR TO INSTALLATION. 11. ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL FIXTURES, LAMPS AND REPLACEMENTS WORK THAT ARE NOT INDICATED ON DRAWINGS OR FURNISHED BY TENANT. TENANT TYPICALLY SUPPLIES ALL LIGHTING FIXTURES, EXIT SIGNS AND LAMPS. REFER TO ELECTRICAL DRAWINGS AND SCHEDULES. ALL SUCH INSTALLATIONS AND HOOK-UPS ARE BY ELECTRICAL CONTRACTOR. 12. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE TO INSTALL OR REMOVE AND REPLACE AS NECESSARY ALL DAMAGED LIGHT FIXTURES LENSES, LOUVERS, BAFFLES, HOUSINGS, ETC., RECEIVED ON JOB IN DAMAGED OR DEFECTIVE CONDITION, WITH REPLACEMENT UNITS. 13. THE ELECTRICAL CONTRACTOR'S CONTRACT, ALONG WITH THE PREVIOUS LISTED ITEMS, SHALL INCLUDE BUT NOT BE LIMITED TO THE FOLLOWING: WIRING, PANEL BOXES, TRANSFORMERS, SWITCHES, DUPLEX RECEPTACLES, SIGN TIME CLOCK, JUNCTION BOXES, AND LABOR. 14. ELECTRICAL CONTRACTOR IS RESPONSIBLE TO PROVIDE ANY AND ALL ITEMS NECESSARY TO COMPLETE THIS PROJECT AS DRAWN. 15. ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL ELECTRICAL EQUIPMENT AND WIRING IN ACCEPTANCE WITH LANDLORD'S DESIGN CRITERIA. 16. ELECTRICAL CONTRACTOR TO PROVIDE CIRCUIT "LOCK -ON" CLIPS AND INSTALL SAME ON THE FOLLOWING CIRCUITS: - CASH -WRAP RECEPTACLES - WATER HEATER - STOREFRONT SIGN TIME CLOCK - NIGHT/EMERGENCY LIGHTING CIRCUIT - PHONE - SENSORMATIC 17. EQUIPMENT IDENTIFICATION 17A. IDENTIFY ALL EQUIPMENT AND APPARATUS WITH ENGRAVED BAKELITE NAMEPLATE OR IMPRESSED, PLASTIC, STRIP. REFER TO NOTE 22. 18. ELECTRICAL CONTRACTOR SHALL BALANCE THE LOADS ACROSS ALL PHASES AND SHALL PROVIDE A CIRCUIT DIRECTORY WITH TYPED CIRCUIT DESIGNATION CARD UNDER PLASTIC COVER ON THE INSIDE OF EACH PANEL DOOR. ELECTRICAL CONTRACTOR SHALL ALSO FURNISH AND INSTALL NAMEPLATE ON ALL DISCONNECT SWITCHES AND PANELS. ALL NEW ELECTRICAL MATERIALS, PRODUCTS AND EQUIPMENT (INCLUDING ALL COMPONENTS THEREOF) SHALL BEAR THE UNDERWRITER'S LABORATORIES LABEL AND MEET THE APPROPRIATE ASTM, NEC AND NEMA STANDARDS. 19. ONLY U.L. APPROVED CUT-OUTS WILL BE PERMITTED IN DEMISING AND OTHER FIRE RATED PARTITIONS FOR ELECTRICAL CIRCUITS/SWITCHES, AND FOR ALL UTILITY PENETRATIONS. 20. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE TO PROVIDE A TEMPORARY LIGHTING AND POWER SYSTEM FOR THE WORK OF ALL TRADES DURING CONSTRUCTION, AND SHALL REMOVE THE SAME PRIOR TO THE COMPLETION OF THE PROJECT. 21. TENANT'S ELECTRICAL CONTRACTOR SHALL BE REQUIRED TO PROVIDE TEMPORARY POWER WITH GROUND FAULT PROTECTION FOR ALL POWER EQUIPMENT USED IN THE PREMISES, AND SHALL REMOVE THE SAME PRIOR TO THE COMPLETION OF THE PROJECT. 22. ELECTRICAL WORK (RECESSED DUPLEX OUTLETS, ETC.) IS ALLOWED IN THE DIVIDING PARTITIONS BETWEEN TENANTS WHERE (1) NO WORK CONFLICTS WITH OR DAMAGES WORK PREVIOUSLY INSTALLED BY AN ADJOINING TENANT, AND (2) CODES AND BUILDING DEPARTMENT DO NOT RESTRICT PROPOSED WORK. 23. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE TO PROVIDE ANY AND ALL BLOCKING, CHAINS, HANGERS, ETC., AS NECESSARY TO SUPPORT LIGHTING SYSTEMS. 24. BUZZERS/CHIMES/PUSH BUTTONS 24A BUZZERS, CHIMES, AND PUSH BUTTONS SHALL BE EQUAL TO THOSE MANUFACTURED BY EDWARDS AND SHALL OPERATE FROM A 24 VOLT TRANSFORMER ON THE STOCKROOM RECEPTACLE CIRCUIT. 24.8. WHEN USED IN AN EXTERIOR CONDITION, THE PUSH BUTTON SHALL MEET NEMA STANDARDS FOR EXTERIOR OPERATION. 24.C. CHIMES AND BUZZERS SHALL BE MOUNTED ABOVE THE CEILING GRID. 24.D. SIGNAL CONDUCTORS WIRING FOR ANNUNCIATOR DEVICES AND BETWEEN MULTIPLE DEVICES AND THEIR ACTIVATORS, SHALL BE ROUTED AND SHIELDED ACCORDING TO PREVAILING ORDINANCES. 25. RECEPTACLES 25.A. ALL CONVENIENCE DUPLEX RECEPTACLES SWITCH PLATES SHALL BE LOCATED 18" A.F.F. UNLESS OTHERWISE NOTED ON PLANS. 25.13. GROUND FAULT INTERRUPTER RECEPTACLES SHALL BE AS FOLLOWS: 1. FOR INTERIOR APPLICATION: INSTALL GFI RECEPTACLEDESIGNED TO TRIP AT 5 MA IN 1 /30TH OF A SECOND RATED AT 115VAC/20A WITH FACE AND STAINLESS STEEL COVER PLATE AS MANUFACTURED BY PASS AND SEYMOUR OR EQUAL. 2. FOR EXTERIOR APPLICATIONS, INSTALL GFI RECEPTACLE AS DESIGNED FOR TRIP AND RATING ABOVE. RECEPTACLE SHALL BE MOUNTED IN A BOX RATED NEMA 3R AND SHALL COVER PLATE AS MANUFACTURED BY PASS AND SEYMOUR OR EQUAL. 25.C. NO CONVENIENCE DUPLEX RECEPTACLES SHALL BE LOCATED ON CERAMIC TILE OR A MIRRORED SURFACE UNLESS SPECIFICALLY REQUIRED BY CITY CODE. 26. LIGHT SWITCH BOXES ENCLOSURE BOXES TO SERVE AS RECEIVE FOR VARIOUS LIGHT CONTROL SWITCHES (PER PLANS) MEET SAME CRITERIA AS FOR OUTLET/BOXES (ABOVE). ALL BOXES SHALL (AS A MINIMUM STANDARD) BE RATED FOR THE VOLTAGE AND AMPERAGE OF THE CIRCUIT. BEING SWITCHED AND/OR TO MEET LOCAL CODES AND ORDINANCES. 27. LIGHT SWITCHES 27.A. GENERAL -USE SNAP SWITCHES AS INDICATED ON PLANS ARE AS MANUFACTURED BY LEVITON, PASS AND SEYMOUR OR EQUAL AND SHALL BE RATED AT 20A/125VAC. THE SWITCH FACE AND COVER PLATE SHALL BE OF HIGH -IMPACT NYLON UNLESS NOTED OTHERWISE. MOUNT AT 48" AFF. 27.13. SNAP -SWITCHES USED TO CONTROL OUTLETS/RECEPTACLES SHALL BE OF THE HEAVY-DUTY TYPE RATED AT THE VOLTAGE/AMPERAGE INDICATED ON PLANS AND DIAGRAMS AND SHALL BE FURTHER QUALIFIED TO CONTROL MOTOR LOADS UP TO 2 H.P., UNLESS NOTED OTHERWISE, AS MANUFACTURED BY PASS AND SEYMOUR OR EQUAL, (BODY AND COVER PLATE). 28. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE TO WIRE INDIVIDUAL FIXTURES INSIDE TENANT FURNISHED LIGHT BOXES. FINAL HOME RUNS, CONNECTIONS, AND LAMPING SHALL ALSO BE INCLUDED. 29. NOT USED. 30. GENERAL ALL WIRING SHALL CONFORM TO THE STANDARDS OF THE NATIONAL ELECTRICAL CODE AND MEET ALL LOCAL REGULATIONS. 31. LIGHTING AND POWER PANELS 31.A. ALL LIGHT AND POWER PANELS SHALL BE GENERAL ELECTRIC, WESTINGHOUSE, OR I-T-E; UTILIZING BOLTED BREAKERS WITH INTEGRAL MAIN BREAKER (SIZE PER PLANS). 32. PROVIDE LITHONIA "SPAK" LIGHTING CONTROL RELAY WITH INTEGRAL TIME CLOCK. LIGHTING CONTROL RELAY SHALL CONTROL LIGHTING CONTACTORS FOR GENERAL LIGHTING BUILDING SHUTOFF SYSTEM AS REQUIRED PER CODE. ELECTRICAL CONTRACTOR SHALL SUPPLY AND INSTALL SEVEN (7) DAY 24-HOUR 11ME CLOCK FOR STOREFRONT SIGNAGE & NON -GENERAL LIGHTING. TIME CLOCK SHALL BE AMF PARAGON EC7000 SERIES 7-DAY TIME CONTROL WITH MANUAL HAND TRIP OR EQUAL. REFER TO LIGHTING CONTROLS DETAIL FOR FURTHER INFORMATION. 33. STEP DOWN TRANSFORMERS 33.A. STEP DOWN TRANSFORMERS SHALL BE EQUAL TO GE OR WESTINGHOUSE 600 VOLT CLASS "DRY TYPE" SINGLE OR THREE PHASE PER PLANS CLASS "R" INSULATION WITH MULTIPLE TAPS ABOVE AND BELOW RATED VOLTAGE. 34. CONDUIT (COMPRESSION FITTINGS REQUIRED) 34.A. ALL CONDUIT SHALL BE CONCEALED, IN FINISHED AREAS. ALL CONDUIT UNDER GROUND OR IN CONCRETE SLAB SHALL BE RIGID CONDUIT. ALL OTHER CONDUIT MAY BE ELECTRICAL METALLIC TUBING (E.M.T.). ALL OUTLETS SHALL BE FLUSH MOUNTED. ALL CONDUITS SHALL BE RUN PARALLEL WITH AND AT RIGHT ANGLES TO THE BUILDING CONSTRUCTION AND SHALL BE LEVEL. FLEXIBLE METALLIC TUBING (F.M.T.) MAY BE USED WHERE PERMITTED (BY N.E.C. ARTICLE 349 OR LOCAL RESTRICTIONS). 34.B. CONTRACTOR WILL PROVIDE NECESSARY CABLES, JUMPERS, ETC., TO INSURE CONTINUOUS GROUND IN CONDUIT SYSTEM. 34.C. ECR(S) REQUIRE TRUE THREE WIRE DEDICATED LINES. THIS IS A TRUE GROUND NOT A NEUTRAL. CONDUIT MUST NOT BE USED AS THE ONLY GROUNDING MEANS. 34.D. THE CONDUITS REQUIRED FOR MECHANICAL CONTROLS SHALL BE SUPPLIED BY THE ELECTRICAL CONTRACTOR. THE ELECTRICAL WIRING FOR THE MECHANICAL CONTROLS SHALL BE PROVIDED BY THE MECHANICAL CONTRACTOR. ALL UNITS SHALL BE PROVIDED WITH INDIVIDUAL DISCONNECTS AT EACH UNIT IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE. 34.E. WHERE STORE IS ON ANY LEVEL BUT GROUND LEVEL, THE TENANT'S GENERAL CONTRACTOR SHALL RUN ALL CONDUIT FOR ELECTRICAL FLOOR OUTLETS AND TELEPHONE FLOOR OUTLETS, TIGHT AGAINST THE UNDERSIDE OF THE SECOND FLOOR LEVEL. THE SECOND FLOOR STRUCTURAL SLAB SHALL BE CORED AS REQUIRED TO INSTALL THESE ITEMS AT THE LOCATIONS SHOWN ON THE PLANS. 34.F. ALL TELEPHONE WIRE SHALL BE INSTALLED IN CONDUIT. ALL WIRES I SHALL BE COPPER. FIRE ALARM T.G.C. TO EMPLOY LANDLORD'S APPROVED CONTRACTOR FOR AUDIOVISUAL ALARM AND ROOM SMOKE DETECTOR INSTALLATION. 35. CONDUCTORS 35.A. NO ALUMINUM WIRING IS ACCEPTABLE. 35.6. NO. 8 AND SMALLER, SOLID CONDUCTOR, COPPER TYPES, TW, THW, THWN, R, RH, RHW, WITH IDEAL WINGNUTS, SCOTCHLOCK CONNECTORS. 35.C. NO. 6 AND LARGER, STANDARD CONDUCTOR, COPPER TYPES, THW, THWN, RHW, RHWN, WITH SOLDERLESS BOLTED PRESSURE CONNECTORS. 35.D. FIXTURE WIRING IN CHANNELS OF FLUORESCENT FIXTURES SHALL BE EITHER RHH ON THERMOPLASTIC 'APPLIANCE WIRE' - 105 DEGREE C COPPER (CSA TYPE THW). 35.E. MINIMUM SIZE, SHALL BE NO. 12 AWG, TYPE RHWN, EXCEPT FOR CONTROL CIRCUITS. 36. OUTLET BOXES 36.A. OUTLET BOXES SHALL BE PRESSED STEEL KNOCKOUT TYPE CAST IRON WITH DRILLED, TAPPED, AND PLUGGED HOLES OR PVC. CAST IRON BOXES SHALL BE HOT DIPPED GALVANIZED OR SHERARDIZED. ALL BOXES SHALL BE OF PROPER CODE SIZE FOR THE NUMBER OF WIRES OR CONDUITS PASSING THROUGH OR TERMINATING THEREIN. 37. HVAC EQUIPMENT 37.A. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WIRING, CONDUIT, FINAL CONNECTIONS, DISCONNECTS, INTERLOCKS, DAMPER ACTUATORS, ALL POWER AND CONTROL WIRING DIAGRAMS. ALL HVAC EQUIPMENT SHALL BE FURNISHED BY HVAC CONTRACTOR. TEMPORARY SERVICES 1. THE GENERAL CONTRACTOR SHALL PROVIDE THE FOLLOWING SPECIFIC ITEMS OF TEMPORARY SERVICES: 1.A. TELEPHONE - THE TENANT'S GENERAL CONTRACTOR SHALL INSTALL A JOB SITE TELEPHONE AND NOTIFY TENANT OF THE TELEPHONE NUMBER AND THE NAME OF THE SUPERINTENDENT ON OR BEFORE JOB START-UP. 1.13. TEMPORARY WATER - WATER REQUIRED IN THE PERFORMANCE OF THE CONTRACT SHALL BE PROVIDED AND PAID FOR BY THE CONTRACTOR. WATER USED FOR HUMAN CONSUMPTION SHALL CONFORM TO REQUIREMENTS OF STATE AND LOCAL AUTHORITIES FOR POTABLE WATER. 1.C. TEMPORARY ELECTRICITY - TEMPORARY ELECTRIC SERVICE REQUIRED IN THE PERFORMANCE OF THE CONTRACT SHALL BE FURNISHED AND MAINTAIN ALL TEMPORARY OVERHEAD CONSTRUCTION, METERS, DROPS, AND OTHER WIRING AND FITTINGS FOR BOTH LIGHT AND POWER AT LOCATIONS REQUIRED IN THE WORK AND SHALL BEAR THE COST OF MAKING THE SERVICE CONNECTIONS. BEFORE FINAL ACCEPTANCE, TEMPORARY ELECTRICAL SERVICE FACILITIES INSTALLED BY THE CONTRACTOR SHALL BE REMOVED AND/OR SERVICE DISCONNECTED IN ACCEPTABLE MANNER. 1.D. TEMPORARY HEAT: WHEN REQUIRED FOR PROPER INSTALLATION OR PROTECTION OF ANY PORTION OF THE WORK, CONTRACTOR SHALL FURNISH AND INSTALL TEMPORARY HEATING UNITS AS PROVIDED BY THE LANDLORD OR LOCAL AUTHORITY. 1.E. COST OF LANDLORD PROVIDED UTILITY SERVICES: IF THE LANDLORD ELECTS TO PROVIDE TEMPORARY UTILITY SERVICES, THE CONTRACTOR WILL BE SO INFORMED BY THE TENANT. THE CONTRACTOR SHALL MAKE PROVISIONS OR COORDINATE WITH LANDLORD'S GENERAL CONTRACTOR TO PAY THE COST OF SAID TEMPORARY CONSTRUCTION AND UTILITY SERVICES. Planet Fitness 4 Liberty Lane West Hampton, New Hampshire 03842 Issue Sets No. I Issue Set I By Date Appr. ARCHITECT J Daniel K. Mullin, Architect, NCARB 517 S Main St. Moscow, ID 83843 P. (208) 892-8433 F. (208) 892-8533 MEP ENGINEERS Dave M. Saarem, P.E. 2188 Alfred Way co Carson City, NV 89703 P. (775) 772-9846 STRUCTURAL ENGINEERS Richard M. Welcher, P. E. Tatum Smith Welcher Engineers, Inc. 3100 S Market St, Suite 202 Rogers, AR 72758 P. (479) 621-6128 LU a COPYRIGHT These plans are an instrument of service and are the property of DKMullin Architects, and may not be duplicated, disclosed, or reproduced without the written consent of DKMullin Architects. Copyright and infringement will be enforced and prosecuted. Project Manager Approval Architect/Engineer of Record Location 7910 GALL BLVD ZEPHYRHILLS, FL 33541 Project/Space No. Planet Fitness Tenant Improvement Sheet Title MEP SPECIFICATIONS Scale: As Shown Drawn By: Chk'd By: T.G. Issue Date: APRIL 15, 2020 Project No. 191205 r-d .• Sheet ME1