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HomeMy WebLinkAbout38233 Daughtery RdCity of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner:��v Date Received: f Z l l Site: Permit Type: CJ%1 f tr.�e J 4 0 COA f� cf- 12-2( -15' ® sr3-?5Y- C7217 P14 # b,Scoet+t tc4e 0 PeRA►►r-* /6YY3 Approved w/no comments Approved w/the below comments: ❑ Denied w/the below comments: ❑ This comment sheet shall be kept with the permit and/or plans. — Plans Examiner Date Contractor and/or Homeowner (Required when comments are present) K gin ringlEngineers Professiona December 14, 2015 Mr. Lyndon T. Pollock, AIA Burt Hill/Pollock Krieg Architects 8250 College Parkway, #203 Fort Myers, Florida 33919 RE: Florida Hospital (Zephyrhills) — Revision 3 Dear Lyn: Office: (813) 241-6488 Fax: (813) 241-6498 Please review the revisions to the Electrical drawings for this project with the following changes: ELECTRICAL Drawing E5.0 1. Replace existing undersized Aluminum conductors with 350kcmil THWN copper conductors and 4/0 Cu neutral. 2. Change AIC calculations to new copper conductors in existing metal conduit. 3. Change to new conductors in service feeder voltage drop cal`,"1 001114��� If you have any y y questions, please call. COWARD `QJ\, . Respectfully, * ; No. KPI Engineering, Inc. _ 93 - — O; r o Z I I`°I Shawn M. Jeffrey, Sr. — LEED AP Design Group Manager / Partner 3203 Queen Palm Drive - Tampa, FL 33619 K gin ringlEngineers Professiona December 14, 2015 Mr. Lyndon T. Pollock, AIA Burt Hill/Pollock Krieg Architects 8250 College Parkway, #203 Fort Myers, Florida 33919 RE: Florida Hospital (Zephyrhills) — Revision 3 Dear Lyn: Office: (813) 241-6488 Fax: (813) 241-6498 Please review the revisions to the Electrical drawings for this project with the following changes: ELECTRICAL Drawing E5.0 1. Replace existing undersized Aluminum conductors with 350kcmil THWN copper conductors and 4/0 Cu neutral. 2. Change AIC calculations to new copper conductors in existing metal conduit. 3. Change to new conductors in service feeder voltage drop calculations If you have any questions, please call. Respectfully, KPI Engineering, Inc. �L'A�v Shawn M. Jeffrey, Sr. — LEED AP Design Group Manager / Partner 3203 Queen Palm Drive • Tampa, FL 33619 K gin ring, c. Profession.! Engineers December 14, 2015 Mr. Lyndon T. Pollock, AIA Burt Hill/Pollock Krieg Architects 8250 College Parkway, #203 Fort Myers, Florida 33919 RE: Florida Hospital (Zephyrhills) — Revision 3 Dear Lyn: Office: (813) 241-6488 Fax: (813) 241-6498 Please review the revisions to the Electrical drawings for this project with the following changes: ELECTRICAL Drawing E5.0 1. Replace existing undersized Aluminum conductors with 350kcmil THWN copper conductors and 4/0 Cu neutral. 2. Change AIC calculations to new copper conductors in existing metal conduit. 3. Change to new conductors in service feeder voltage drop caktgatLns If you have any questions, please call. Respectfully, KPI Engineering, Inc. Shawn M. Jeffrey, Sr. — LEED AP Design Group Manager / Partner �4 0193' t �00 STATE OF *I, .4�` IFS'=c4 ORIOP-''�'��N� 'ONAL ENG�\ 111111� 3203 Queen Palm Drive • Tampa, FL 33619 MT N V_ N O \ rn O N 03 FL I A PITA P OR D HOS z ly I I RH S W NES S NT BU LD N M C R I I G r i ci� t Adventist 14ealth Systeria d Stiribelt14-ealth Cc)rperaticoia 38233 Road. Zi.L%.11r_-_).hyrhi11s., IF 33541 PRO ECT TEAM DIRECTORY SYMBOLS AND MATERIALS GENERAL NOTES INDLX A0.0 Cover Sheet OWNER A.l COLUMN REFERENCE /��/��/ EARTH Industry standards (i.e. ASTM, ANSI, etc.) SHALL HAVE THE SAME FORCE AND EFFECT on performance of work as if copies were directly inserted into the Contract Documents or bound and therewith. Comply with standards in effect as of the date of the Contract Documents, TT STRUCTURAL TTn A published Florida Hospital Zephyrhills OWINDOW TYPE � COMPACTED SUBGRADE unless otherwise note or required by authorities having jurisdiction. S 1.O Notes 7050 Gall Boulevard _ _- _ _ _ _ _ _ CENTERLINE OR FLOOR LINE ELEVATION BENCHMARK METAL I. Contractor to oversee cleaning and insure that the premises are maintained free of rubbish during construction. Final cleanup is the responsibility of the Contractor. Contractor to provide Permitting Authority with Debris Affidavit at time of submittal. S2.0 S3.0 F)undation Plan Roof Framing Plan Zephyrhills, Florida 33541 2 2. At the termination of work, submit to Owner maintenance manuals presenting full details for care and maintenance of all S4.0 Stepped Foundadtion Elevations Phone: (813) 788-0411 REVISION & NUMBER ® FINISH WOOD surfaces and equipment of every nature. Contents shall include manufacturer's and installer's names, addresses, and phone numbers, and Instructions for Installotlon, start-up, operation, maintenance parts Ilst, and data sheets. S5.0 1)etalls C.J.D CONTROL JOINT EIFS/DEFS OR GYPSUM BOARD J. Contractor is responsible for compliance with all Codes, Ordinances and Regulations applicable at project location. Contractor is responsible for filing and securing all necessary permits, approvals, etc. for all trades. ARCHITECTURAL ARCHITECT E.J.► EXPANSION JOINT INSULATION BOARD -SECTION 4. When 'or equal', 'alternate', or other qualifying terms are used, those items shall be approved by Owner and/or Architect/ Engineer. A1.0 ALL Site Plan r Life Safety Plan Burt Hill / Pollock Krieg Architects Inc � . � . CONCRETE OR GRAVEL 5. Existing materials or items scheduled to remain that are damaged by construction shall be repaired, patched, and refinished to the nearest intersection, restoring surface to it's original condition. A1.2 Demolition Plan � NEW DOOR & FRAME ° � ° Al .3 Demolition Reflected Ceiling Plan 13 099 South Cleveland Avenue Suite 500 NEW METAL STUD WALL 6. Contractor shall protect all existing walls, doors, frames, surfaces, fixtures, finishes, etc. from damage during demolition and construction. Existing materials to be removed shall be coordinated with Owner to verify if Owner wishes to salvage same. A2.0 Floor Plan Fort Myers, Florida 33907 NEW MASONRY WALL CONCRETE MASONRY UNIT (CMU) A2.1 Reflected Ceiling Plan p Phone: (2 3 9) 482-4761 _------- WALL TO BE DEMOLISHED PLYWOOD ® 7. Contractor shall verify and be responsible for all dimensions and job site conditions related to this work. Any discrepancy in dimensions or special modifications required due to field conditions shall be reported to the Architect for clarification A2.2 A2.3 Roof Plan Enlarged Plan Fax: (23 9) 482-0265 CORRIDOR KJl97 ROOM NAME & NUMBER ACOUSTIC CEILING TILE 8. The Architect does not have control or charge of, and shall not be held responsible for construction means, methods, techniques, sequence or for safety precautions and programs in connection with work, for the acts or omissions of the contractor, sub -contractors or any other persons A2.4 A3.0 Enlarged Plan Exterior elevations performing any of the work, or for the failure of any of them to carry out the work in accordance with the Documents. A3.1 Interior Elevations �oia DOOR NUMBER ® BATT OR SEMI -RIGID INSULATION 9. All pipes, ducts, conduit, etc., which penetrate the final slab or walls shall be installed so os to maintain the fire resistive and structural Integrity A3.2 Interior Elevations TR UC ENGINEERS of the building construction.S A3.3 Interior Cabinet Details V 1� SECTION OR DETAIL RIGID INSULATION 10. Demolition of existing construction necessary to install new construction and equipment is to be performed by the contractor who is to supply and install the new construction and equipment. Install lintels where required with prior written approval. A4.0 Sections TLC Engineering for Architecture Contractor to floor fill Grind high Floors to be to A4.1 Sections uo ELEVATION ROUGH WOOD FRAMING OR BLOCKING H. repair slabs, gaps, cracks and voids. smooth any spots or ridges. prepared as required receive floor finishes so that previous substrate defects cannot be detected. A4.2 Sections and Details 500 N. Westshore Boulvard, Suite 435 A5.0 Door and Window Schedule and Elevations Tampa, FL 33609 INTERIOR ELEVATION � CONCRETE ROOF TILE 12. GENERAL CONDITIONS OF THE CONTRACT, AIA Document A201, latest edition, shall apply. A5.1 Door and Window Details Phone: 81.E -63 7-'0110 NORTH METAL ROOFING 13. All gypsum board in partitions around 'wet use areas' and behind file ( i.e.: Toilet Room(s), Laundry Room(s), Shower Room(s), etc.) shall be of moisture -resistant type board behind file in showers to be cementltious backer board. A5.2 A6.0 Partition Types Floor Finishes Plan Fax: 811-63 7-00 13 PLAN NORTH 14. All studs, furring and miscellaneous metal accessories in walls having moisture -resistant gypsum board are to be of golvonlzed metal. A6.1 Wall Finishes Plan ® SUPPLY DIFFUSER BRICK PAVERS 15. All fire -rated partitions are to extend to deck above, and have ail voids packed between the deck and top of wall with fire sofeing insulation. Floor track is to be set in a bed of sealant. Joints in gypsum board partitions are to be taped over the full height of the partition. A6.0 A6.1 Finish Plan Finish Plan MECHANICAL/ ELECTRICAL ENGINEERS ® RETURN GRILLE �--�� STRIP FLOURESCENT FIXTURE � PARABOLIC LIGHT FIXTURE 16. Fire extinguisher cabinets mounting height to be 2' 6' from floor to bottom of receptacle. Top of extinguisher to be 4' 0' AFF, max. PLUMBING KPI Engineering, Inc. CEILING FAN FLOURESCENT LIGHT FIXTURE 17. Not all listed GENERAL NOTES may apply, nor are they all-inclusive for every work situation. PLO Legends, General Notes and Fixtures Schedules g 3203 Queen Palm Drive 0 RECESSED LIGHT FIXTURE 18. Each new FIRE WALL, FIRE BARRIER, FIRE PARTITION, SMOKE BARRIER, SMOKE PARTITION, or any other new wall required to have protected openings shall be permanently identified with signs or stenciling above any P2.0 Demolition Plan Tampa, Florida 33619 decorative ceiling and in concealed spaces with the words,'FIRE AND SMOKE BARRIER - PROTECTED ALL OPENINGS', or similar language. Sign or stenciling to include UL Design number of partition. Such signs or stenciling shall be in 4-inch high letters, %-inch stroke, and not more than 15-feet on center. Per Florida Fire Protection Code 101:8.3.2.4. Penetrations P3.0 unitary and Vent Plan through fire walls to be identified in the some manor. P4.0 Domestic Water Ph 813.241.6488 ext 214 Fax 813.241.6498 P5.0 Details P6.0 Details (�W�C U P7.0 6 anitary and Vent Riser Diagram 9 0.0- P8.0 Domestic Water Riser Diagram ,- MECHAVICAL VICINITY MAP 4�s M1.0 Legends, Abbreviations, and General Notes M2.0 Partial Demolition Plan I M2.1 Partial Demolition Plan s T -- I C' REVIEW QA M2.2 Partial Demolition Plan .. . ....... . CITY OF ZEPHYRH1LL M3.0 Partial 1 VAC Plan PLAINS EXAMINER M3.1 Partial HVAC PLan x M3.2 Partial HVAC Plan . Y.: - M3.3 1VAC Piping Plan -E M4.0 Details _.1 ALL o snAi�i� COMPLY WiTff All �gVAIL �r CODE FLOitIl�A�3UiLLTNCs M5.0 ELECTRICAL c►c e u es - f< 0,� � . ANIIk 9 Project C IE, IATI �C�' C CODE ORDINANCES�� E1.0 Legends, Abbreviations, and General Notes o c° � - J E2.0 Demolition Plan ; E3.0 Lighting Plan 4 ' E4.0 Power Plan ' E5.0 Panel Schedules and Riser Diagram 1)`{ E6.0 Dire Alarm 61312015 8:47:43 AM ...\cd\AO-0 Cover Sheet.dgn 1000 GENERAL NOTES: 1. STRUCTURAL. DRAWINGS SHALL BE USED IN CONJUNCTION WITH PROJECT SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, AND SITE DRAWINGS. CONSULT THESE DRAWINGS FOR OPENINGS, DEPRESSIONS, EQUIPMENT WEIGHTS AND LOCATIONS, MBEDDED ITEMS AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. 2. DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD BEFORE PROCEEDING WITH THE AFFECTED PART OF THE WORK. 3. NO STRUCTURAL MEMBER OR COMPONENT SHALL BE CUT, NOTCHED, OR OTHERWISE ALTERED UNLESS APPROVED IN WRITING BY THE ENGINEER OF RECORD. THE CONTRACTOR SHAL_ BE RESPONSIBLE FOR ANY AND ALL COSTS INCURRED BY THE ENGINEER OF RECORD FOR REVIEW OF ANY SUCH DEVIATIONS. 4. DO NOT SCALE DRAWINGS. 5. THE STRUCTURE IS DESIGNED TO BE SELF-SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCE TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. 6. DETAILS LABELED "TYPICAL DETAILS" ON THE DRAWINGS SHALL APPLY TO ALL SITUATIONS OCCURRING ON THE PROJECT THAT ARE THE SAME OR SIMILAR TO THOSE SPECIFICALLY DETAILED. THE APPLICABILITY OF THE DETAIL TO ITS LOCATION ON THE DRAWIN 3S CAN BE DETERMINED BY THE TITLE OF DETAIL. SUCH DETAILS SHALL APPLY WHETHER OR NOT THEY ARE REFERENCED AT EACH LOCATION. QUESTIONS REGARDING APPLICABILITY OF TYPICAL DETAILS SHALL BE DETERMINED BY THE ENGINEER OF RECORD. 7. THE GENERAL CONTRACTOR SHALL COMPARE THE ARCHITECTURAL, MECHANICAL, ELECTRICAL.. PLUMBING, CIVIL AND STRUCTURAL DRAWINGS AND REPORT ANY DISCREPANCIES BETWEEN EACH SET OF DRAWINGS AND WITHIN EACH SET OF DRAWINGS TO THE ARCHITECT AND ENGINEER OF RECORD PRIOR TO THE FABRICATION AND INSTALLATION OF ANY STRUCTURAL MEMBERS. 8. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE, AND DO NOT INDICATE THE METHOD OR MEANS OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, PROCEDURES, TECHNIQUES, SEQUENCE AND SAFETY. THE ENGINEER DOES NOT HAVE CONTROL OR CHARGE OF, AND SHALL NOT BE RESPONSIBLE FOR, CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES. OR PROCEDURES, FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK, FOR THE ACTS OR OMISSION OF THE CONTRACTOR, SUBCONTRACTOR OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK, OR FOR THE FAILURE OF ANY Of: THEM TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. 9. THE STRUCTURAL ENGINEER'S OBLIGATIONS TO REVIEW SHOP DRAWINGS AND OTHER SUBMITTALS AND TO RETURN THEM IN A TIMELY MANNER ARE CONDITIONED UPON THE PRIOR REVIE N AND APPROVAL OF THE SHOP DRAWINGS OR SUBMITTALS BY THE CONTRACTOR AS REQUIRED IN THE CONSTRUCTION CONTRACT AND THE CONTRACTOR'S SUBMITTAL OF THE SHOP DRAWINGS AND OTHER SUBMITTALS IN ACCORDANCE WITH A WRITTEN SCHEDULE DISTRIBUTED IN ADVANCE TO THE ENGINEER IDENTIFYING THE DATES FOR THE SUBMITTAL OF THE VARIOUS SHOP DRAWINGS AND SUBMITTALS. 10. PERIODIC SITE OBSERVATION BY FIELD REPRESENTATIVES OF TLC ENGINEERING FOR ARCHITECTURE IS SOLELY FOR THE PURPOSE OF DETERMINING IF THE WORK OF THE CONTRACTOR IS PROCEEDING IN GENERAL ACCORDANCE WITH THE STRUCTURAL CONTRACT DOCUMENTS THIS LIMITED SITE OBSERVATION SHALL NOT BE CONSTRUED AS EXHAUSTIVE OR CONTINUOUS TO CHECK THE QUALITY OR QUANTITY OF THE WORK. 11. ALL STRUCTURES REQUIRE PERIODIC MAINTENANCE TO EXCEED LIFESPAN AND TO ENSURE STRUCTURAL. INTEGRITY FROM EXPOSURE TO THE ENVIRONMENT. A PLANNED PROGRAM OF MAINTENANCE SHALL BE ESTABLISHED BY THE OWNER. THIS PROGRAM SHALL INCLUDE ITEMS SUCH AS, BUT NOT LIMITED TO, PAINTING OF STRUCTURAL STEEL, PROTECTIVE COATINGS FOR CONCRETE, SEALANTS, CAULKED JOINTS, EXPANSION JOINTS, CONTROL JOINTS, SPALLS AND CRACKS IN CONCRETE, AND PRESSURE WASHING OF EXPOSED STRUCTURAL. ELEMENTS EXPOSED TO SALT ENVIRONMENT OR OTHER HARSH CHEMICALS. 12. STRUCTURAL. ENGINEER OF RECORD IS NOT RESPONSIBLE FOR THE DESIGN OF STEEL STAIRS, HANDRAILS, CURTAIN WALL/WINDOW WALL SYSTEMS, COLD -FORMED FRAMING, OR OTHER SYST __MS NOT SHOWN IN THE STRUCTURAL DOCUMENTS. SUCH SYSTEMS SHAL_ BE DESIGNED, FJRNISHED, AND INSTALLED AS REQUIRED BY OTHER PORTIONS OF THE CONTRACT DOCUMENTS. 13. IN THE PROFESSIONAL OPINION OF TLC ENGINEERING FOR ARCHITECTURE, INC. THE STRUCTURAL. CONTRACT DOCUMENTS FOR THIS PROJECT HAVE BEEN PREPARED IN ACCORDANCE WITH THE DESIGN CRITERIA AS SET FORTH IN THE FLORIDA BUILDING CODE. 14. NO PROVISIONS HAVE BEEN MADE FOR VERTICAL OR HORIZONTAL EXPANSION. 15. FINISH FLOOR ELEVATION (FIRST FLOOR) OF 0"-0" IS USED AS A REFERENCE ELEVATION. SEE CIVIL DRAWINGS FOR ACTUAL ELEVATION. 1060 DESIGN LOADS: 1. THE STRUCTURAL SYSTEM FOR THIS BUILDING HAS BEEN DESIGNED IN ACCORDANCE ITH THE FLORIDA BUILDING CODE, 2010 EDITION. 2. THE FOLLOWING SUPERIMPOSED LOADINGS HAVE BEEN UTILIZED: 2.1 DEAD LOADS ROOF STRUCTURE 15PSF 2.2 LIVE LOADS ROOF 20 PSF FLOOR LOBBY/CORRIDOR 100 PSF 2.3 WIND: PER FBC 2010 BUILDING CODE, SECTION 16 SEE THIS SHEET FOR COMPONENTS AND CLADDING PRESSURES V=137 MPH (3 SEC. GUST) REGION RISK CATEGORY=II EXPGSURE =C IMPACT RESISTANT GLASS OR FBC APPROVED ALTERNATIVE IS REQUIRED. 2 v ri N 2210 DEMOLITION NOTES: 1. THE CONTRACTOR IS REQUIRED TO PROVIDE ALL TEMPORARY SCAFFOLDING, PLATFORMS, BARRICADES, RAILINGS, SCREENING, ETC. NECESSARY TO PROTECT EXISTING FACILITIES, STRUCTURES AND THE PUBLIC DURING DEMOLITION AND ERECTION OF THE NEW CONSTRUCTION, AS WELL AS FOR JOB SAFETY. JOB SAFETY, CONSTRUCTION AND DEMOLITION PROCEDURES ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONS TO MINIMIZE VIBRATION, NOISE, DUST AND DEBRIS IN ALL AREAS ADJACENT TO AREAS OF DEMOLITION. 2. THE CONTRACTOR IS REQUIRED TO COORDINATE WITH THE OWNER FOR THE TEMPORARY SUSPENSION OF USE OF ANY FACILITY OR PORTION THEREOF, AND THE ASSOCIATED BARRICADING REQUIREMENTS WITHIN A MINIMUM OF 7 DAYS PRIOR TO COMMENCING WORK. 3. THE CONTRACTOR IS REQUIRED TO PERFORM HIS WORK IN A MANNER, WHICH WILL NOT CONFLICT WITH ANY OPERATION, WHICH IS TO REMAIN FUNCTIONAL DURING THE COURSE OF THE PROJECT, UNTIL SUCH OPERATION IS SCHEDULED TO BE SHUT DOWN. 4. THE CONTRACTOR IS REQUIRED TO COORDINATE WITH OWNER FOR THE TEMPORARY SUSPENSION OF USE OF ANY UTILITY SYSTEM, A MINIMUM OF 3 DAYS PRIOR TO COMMENCING WORK. 5. AT ALL LOCATIONS WHERE NEW CONSTRUCTION WILL INTERFACE WITH EXISTING ELEMENTS, CUT THROUGH EXISTING STRUCTURE IN STRAIGHT AND TRUE LINES TO INSURE A NEAT INTERFACE. 6. AT ALL LOCATIONS WHERE THE DEMOLITION OF A CONCRETE MEMBER LEAVES THE ENDS OF REINFORCING STEEL EXPOSED, PROVIDE THE FOLLOWING: A. CHIP CONCRETE FROM AROUND THE STEEL TO A DEPTH OF 1". B. CUT OFF REINFORCING STEEL NOT LESS THAN 3/4" BELOW THE CONCRETE SURFACE. C. FILL THE CAVITY FLUSH WITH A HIGH MODULUS GEL EPDXY. SEE SPECIFICATIONS FOR ACCEPTED MANUFACTURERS. 7. BEFORE DEMOLISHING ANY STRUCTURAL ELEMENT, INSTALL ALL REQUIRED TEMPORARY AND/OR PERMANENT BRACING AND SUPPORTS. 8. PROVIDE TEMPORARY CLOSURE OF ALL ROOF FASCIA, WALL AND OTHER OPENINGS TO PROTECT BUILDING FROM EXPOSURE TO UNDESIRABLE ELEMENTS UNTIL NEW CONSTRUCTION IS WEATHERPROOFED, AT WHICH TIME SUCH TEMPORARY CONSTRUCTION SHALL BE REMOVED. ALL TEMPORARY EXTERIOR WALLS THAT ARE SUBJECT TO WIND LOADS ARE TO BE DESIGNED BY A DELEGATED ENGINEER. 9. UPON COMPLETION OF NEW CONSTRUCTION N E HA M UNDER EACH PHASE, ALL DEMOLISHED AREAS SHALL BE RESTORED TO ACCEPTABLE USAGE ACCORDING TO THE CONTRACT DOCUMENTS AS DETERMINED BY THE A/E. 10. REMOVE COMPLETELY FROM THE SITE AND LEGALLY DISPOSE ALL DEBRIS GENERATED BY THE DEMOLITION WORK AS THE WORK PROGRESSES. STOCKPILING OF DEBRIS AND BURNING OF DEBRIS ON THE PREMISES IS STRICTLY PROHIBITED. 2300 FOUNDATIONS - W/O SOIL REPORTS: 1. IN THE ABSENCE OF ANY GEOTECHNICAL RECOMMENDATIONS THE FOUNDATIONS ARE DESIGNED FOR AN ANTICIPATED ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf ON COMPACTED FILL. FOR PRELIMINARY PRICING PURPOSES ONLY, BEFORE CONSTRUCTION COMMENCES, SOIL BEARING CAPACITY SHALL BE VERIFIED BY A SUBSURFACE INVESTIGATION, AS WELL AS FIELD AND LABORATORY TESTS PERFORMED BY A CERTIFIED TESTING LABORATORY, WHOSE REPORT SHALL INCLUDE ANALYSIS AND RECOMMENDATIONS FOR SITE PREPARATION IN ORDER TO BEAR THE FOUNDATION LOADS. ABOVE REPORT SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW BEFORE FOUNDATION CONSTRUCTION BEGINS. 2. REGARDLESS OF WHETHER OR NOT A GEOTECHNICAL INVESTIGATION IS PERFORMED, NO WARRANTIES, EXPRESSED OR IMPLIED, ARE MADE BY TLC FOR THE PERFORMANCE OF THE FOUNDATION. 3302 CONCRETE: 1. SHALL BE PER AN APPROVED MIX DESIGN PROPORTIONED TO ACHIEVE A STRENGTH AT 28 DAYS AS LISTED BELOW WITH A PLASTIC AND WORKABLE MIX: LOCATION STRENGTH SLUMP MAX AGGREGATE WCM RATIO (MAX) FOUNDATIONS 3000 PSI 4-6" 3/4" 0.48 SLABS ON GRADE 3000 PSI 4-6" 3/4" 0.48 ELEVATED SLABS 5000 PSI 4-6" 3/4" 0.42 BEAMS/COLUMNS 5000 PSI 4-6" 3/4" 0.42 TILT WALL PANELS 4000 PSI 4-6" 3/8" 0.48 CONCRETE TOPPING 3000 PSI 4-6" 3/8" 0.48 OTHER STRUCTURAL 400C PSI 4-6" 3/4" 0.45 CONCRETE 2. CONCRETE SHALL BE PLACED AND CURED ACCORDING TO ACI STANDARDS AND SPECIFICATIONS. 3. WHERE SPECIFIED CONCRETE STRENGTH OF COLUMN IS GREATER THAN THE SPECIFIED SLAB CONCRETE STRENGTH, HIGHER STRENGTH CONCRETE SHALL BE PUDDLED AT THE COLUMN. THE STRENGTH OF PUDDLED CONCRETE SHALL BE AT LEAST 0.72 TIMES THE STRENGTH OF COLUMN CONCRETE PER ACI 318, 10.15. 4. SUBMIT PROPOSED MIX DESIGN WITH RECENT FIELD CYLINDER OR LAB TESTS FOR REVIEW PRIOR TO USE. MIX SHALL BE UNIQUELY IDENTIFIED BY MIX NUMBER OR OTHER POSITIVE IDENTIFICATION. MIX SHALL MEET THE REQUIREMENTS OF ASTM C33 FOR COARSE AGGREGATE. 5. CONCRETE SHALL COMPLY WITH THE REQUIREMENTS OF ASTM STANDARD C94 FOR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME STAMPED WHEN CONCRETE IS BATCHED. 6. THE MAXIMUM TIME ALLOWED FROM THE TIME THE MIXING WATER IS ADDED UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED ONE AND ONE HALF (1-1/2) HOURS. IF FOR ANY REASON THERE IS A LONGER DELAY THAN THAT STATED ABOVE, THE CONCRETE SHALL BE DISCARDED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LAB TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NONCOMPLIANCE WITH THE ABOVE. 7. SLABS SHALL BE CURED USING A DISSIPATING CURING COMPOUND MEETING ASTM STANDARD C309 TYPE 1-CLASS D AND SHALL HAVE A FUGITIVE DYE. THE COMPOUND SHALL BE PLACED AS SOON AS THE FINISHING IS COMPLETED OR AS SOON AS THE WATER HAS LEFT THE UNFINISHED CONCRETE. SCUFFED OR BROKEN AREAS IN THE CURING MEMBRANE SHALL BE RECOATED DAILY. 8. CALCIUM CHLORIDES SHALL NOT BE UTILIZED; OTHER ADMIXTURES MAY BE USED ONLY WITH THE APPROVAL OF THE ENGINEER. 9. CONCRETE MIX DESIGNS SHALL INCLUDE A WRITTEN DESCRIPTION INDICATING WHERE EACH PARTICULAR MIX IS TO BE PLACED WITHIN THE STRUCTURE. 10. CONDUITS, PIPES AND SLEEVES SHALL BE PLACED AND SPACED IN ACCORDANCE WITH ACI 318, 6.3. 11. PEA ROCK PUMP MIX USE IS LIMITED TO VERTICAL ELEMENT POURS AND BEAM POURS LESS THAN 60 LINEAR FEET PER POUR. 12. CONCRETE DESIGN MIX SUBMITTALS SHALL INCLUDE TESTED, STATISTICAL BACK-UP DATA AS PER CHAPTER 5 OF ACI 318. 13. WATER/CEMENT RATIO FOR CONCRETE AT EXTERIOR BALCONIES SHALL NOT EXCEED 0.40 BY WEIGHT. 14. ALL COLUMNS AND BEAMS INTEGRATED IN CMU WALLS ARE 8" AND 12" NOMINAL AND 7- 5/8" AND 11-5/8" ACTUAL DIMENSIONS. 15. CONCRETE SLABS ON GRADE SHALL BE REINFORCED WITH SYNTHETIC FIBERS AT A MINIMUM RATE OF 1.5 LBS/CY, OR AS RECOMMENDED BY THE FIBER MANUFACTURER FOR CONTROL OR TEMPERATURE AND SHRINKAGE/CRACKING, WHICHEVER IS GREATER. 16. WHEN TOTAL WIDTH OF PIPES OR DUCTS CAST INTO A SLAB EXCEED 12" IN A 24" WIDTH THEN THE CONTRACTOR SHALL ADD A LAYER OF #4 @ 12" ABOVE AND PERPENDICULAR TO THE DUCT/PIPE RUNS EXTENDING 12" BEYOND THE LAST DUCT/PIPE ON EACH SIDE. 17. WHEN WATER -BASED ADHESIVE ARE BEING USED ON CONCRETE SURFACES THE CONTRACTOR SHALL VERIFY THAT THE WATER CONTENT OF THE CONCRETE IS WITHIN THE ALLOWABLE RANGE BEFORE INSTALLATION 3310 REINFORCING STEEL: 1. SHALL BE ASTM A615 GRADE 60 DEFORMED BARS, FREE FROM OIL, SCALE AND RUST AND PLACED IN ACCORDANCE WITH THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF ACI STANDARDS AND SPECIFICATIONS. 2. PROVIDE CONCRETE COVER OVER REINFORCEMENT AS FOLLOWS, UNLESS OTHERWISE NOTED: BEAMS 1-1/2" SLABS AND JOISTS 3/4" COLUMNS AND WALLS 1-1/2" FOOTINGS AND PILE CAPS 3" CONCRETE EXPOSED TO EARTH OR WEATHER 2"46 BARS OR LARGER 1-1/2"45 BARS OR SMALLER 3. SECURE APPROVAL OF SHOP DRAWINGS PRIOR TO COMMENCING FABRICATION. 4. PROVIDE STANDARD HOOKS AT DISCONTINUOUS ENDS OF ALL TOP BARS. 5. WHERE REINFORCING IS SHOWN CONTINUOUS, SPLICE BOTTOM BARS OVER SUPPORTS AND TOP BARS AT CENTER OF SPAN. ALL OTHER LAP SPLICES SHALL BE IN ACCORDANCE WITH SPLICE TABLES AND DETAILS SHOWN ON DRAWINGS. 6. PROVIDE DOWELS INTO FOOTINGS, PILE CAPS, SUPPORT BEAMS, ETC. TO MATCH VERTICAL BARS WITH CLASS B TENSION LAP SPLICES, U.N.O. 4810 MASONRY WALLS: 1. ALL MASONRY CONSTRUCTION SHALL CONFORM TO ACI 530/ASCE 5/TMS 402 "BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES" AND ACI 530.1/ASCE 6/TMS 602 "SPECIFICATION FOR MASONRY STRUCTURES", LATEST EDITION. 2. MASONRY UNITS SHALL MEET ASTM C-90 FOR HOLLOW LOAD BEARING TYPE MASONRY WITH UNIT STRENGTH OF 1900 PSI ON THE NET AREA (f'm = 2000 PSI). MORTAR SHALL BE TYPE "M" OR "S" AND MEET ASTM C-270. 3. GROUT SHALL BE 2000 PSI MINIMUM COMPRESSIVE STRENGTH AND MEET ASTM C-476 AND HAVE A SLUMP BETWEEN 8" AND 11" WITH WATER CM RATIO OF 0.55 MAXIMUM AND WITH 3/8" MAXIMUM AGGREGATE. 4. PROVIDE HOOKED DOWELS IN FOUNDATIONS FOR VERTICAL REINFORCING ABOVE. LAP SPLICES TO BE 48 BAR DIAMETERS (U.N.O.). 5. BLOCK CELLS SHALL BE GROUT FILLED WITH VERTICAL REINFORCING BARS AT CORNERS, INTERSECTIONS, EACH SIDE OF OPENINGS AND AS SHOWN ON THE DRAWINGS. 6. DOWELS SHALL BE USED TO PROVIDE CONTINUITY INTO THE STRUCTURE ABOVE AND/OR BELOW, UNLESS NOTED OTHERWISE. 7. USE METAL LATH, MORTAR OR SPECIAL UNITS TO CONFINE CONCRETE AND GROUT TO AREA AS REQUIRED. 8. MASONRY SHALL BE LAID IN RUNNING BOND PATTERN UNLESS NOTED OTHERWISE. AT FILLED CELLS LAY UNITS WITH FULL BED JOINTS AROUND CELLS. 9. PROVIDE 9 GAGE GALVANIZED HORIZONTAL JOINT REINFORCING (DUR-O-WALL OR ENGINEER APPROVED SUBSTITUTION) AT ALTERNATE BLOCK COURSES. LADDER TYPE IS RECOMMENDED WITH REINFORCED FILLED CELLS. PROVIDE PREFABRICATED "TEE" OR CORNER SECTIONS AT WALL INTERSECTIONS. 10. CONTROL JOINTS SHALL BE CONSTRUCTED IN CONCRETE MASONRY CONSTRUCTION AT A MAXIMUM HORIZONTAL SPACING BETWEEN JOINTS OF 25-0" AND NOT MORE THAN 12'6" FROM CORNERS. SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS. CONSTRUCT INTERIOR CONTROL JOINTS AT A MAXIMUM HORIZONTAL SPACING OF 32'-0" OR 16'-0" FROM CORNERS. NO JOINTS SHALL BE LOCATED WITHIN 2'-0" OF STEEL BEAM BEARINGS. HORIZONTAL WALL REINFORCING SHALL BE STOPPED EACH SIDE OF CONTROL JOINTS. SEE ARCHITECTURAL DRAWINGS FOR SEALANT REQUIREMENTS AT CONTROL JOINTS. 11. SUBMIT PROPOSED GROUT MIX DESIGNS FOR REVIEW PRIOR TO USE. MIX NUMBER OR OTHER POSITIVE IDENTIFICATION SHALL UNIQUELY IDENTIFY MIX. 12. USE OF SUPERPLASTICIZER IS PROHIBITED. 13. CELLS TO BE GROUT FILLED SHALL HAVE VERTICAL ALIGNMENT SUFFICIENT TO MAINTAIN A CLEAR, UNOBSTRUCTED, CONTINUOUS VERTICAL GROUT SPACE. 14. CLEANOUT OPENINGS SHALL BE PROVIDED AT THE BOTTOM OF CELLS TO BE GROUT FILLED IN EACH POUR IN EXCESS OF 5 FEET IN HEIGHT. AFTER INSPECTION AND BEFORE GROUTING, THE REBAR SHALL BE TIED AT THE CLEANOUTS AND THE CLEANOUTS SHALL BE SEALED. 15. ANY OVERHANGING MORTAR OR OTHER OBSTRUCTION OR DEBRIS SHALL BE REMOVED FROM THE INSIDES OF SUCH CELL WALLS, 16. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT TOP AND BOTTOM AND AT INTERVALS NOT EXCEEDING 192 BAR DIAMETERS. 17. CELLS CONTAINING REINFORCEMENT SHALL BE FILLED SOLIDLY WITH GROUT. SAMPLE AND TEST GROUT PER ASTM C1019. 18. GROUT SHALL BE POURED IN LIFTS OF 4 FEET MAXIMUM HEIGHT. GROUT SHALL BE CONSOLIDATED AT TIME OF PLACING BY VIBRATING AND RECONSOLIDATED LATER BY VIBRATING BEFORE PLASTICITY IS LOST. 19. WHEN TOTAL GROUT POUR EXCEEDS 5 FEET IN HEIGHT, (HIGH LIFT GROUTING), THE GROUT SHALL BE PLACED IN 4-FOOT LIFTS WITH A MINIMUM OF A 30 MINUTE DELAY BETWEEN LIFTS. MINIMUM CELL DIMENSION SHALL BE IN ACCORDANCE WITH TABLE 5 OF ACI 530.1 (3" X 3" FOR COARSE GROUT, 12 FT. MAXIMUM POUR HEIGHT). 20. WHEN THE GROUTING IS STOPPED FOR ONE HOUR OR LONGER, HORIZONTAL CONSTRUCTION JOINTS SHALL BE MADE BY STOPPING THE POUR OF GROUT NOT LESS THAN 1-1/2 INCH BELOW THE TOP OF THE UPPERMOST UNIT GROUTED. 21. WHERE CONCRETE BEAMS ARE INSTALLED IN CONCRETE MASONRY WALL, SUPPORT CONCRETE WITH 6" WIDE CONTINUOUS STRIPS OF 1/8 SQUARE MESH SOFFIT SCREENING OR PUR-O- STOP OF EQUAL CENTERED OVER BLOCK WORK. USE OF ROOFING FELT STRIPS WILL NOT BE PERMITTED. 22. MASONRY WALLS MARKED AS "LOAD BEARING" ARE DESIGNED TO CARRY FLOOR GRAVITY LOADS AND MUST BE CONSTRUCTED TO SUPPORT THE CONCRETE FLOOR SLAB CONCURRENTLY WITH CONCRETE COLUMN CONSTRUCTION. 23. MASONRY WALLS INDICATED AS "INFILL" ARE DESIGNED TO RESIST LATERAL LOADS AND MUST BE CONSTRUCTED AFTER THE CONCRETE SLAB IS CAST AND POST TENSIONING OPERATION IS COMPLETED. INFILL WALLS SHALL BE CONSTRUCTED STARTING AT THE FOUNDATION LEVEL AND WORKING UPWARD ONE LEVEL AT A TIME. DO NOT START NEXT HIGHER LEVEL OF WALL PRIOR TO COMPLETION OF WALL BELOW. ALLOW A MINIMUM OF 3 DAYS CURING FOR GROUT OF WALL BELOW PRIOR TO STARTING WALL ABOVE. 24. SINGLE STORY MASONRY WALLS INDICATED AS "PARTITION WALLS" SHALL BE CAST ON THICKENED SLAB FOUNDATIONS AND ARE NOT DESIGNED TO CARRY ANY LOADS FROM THE MAIN BUILDING STRUCTURES. ISOLATE TOP OF PARTITION WALLS FROM UNDERSIDE OF CONCRETE SLAB WITH A MINIMUM 1/2" THICK COMPRESSIBLE MATERIAL. 25. PROVIDE DOVETAIL ANCHORS AT 16" C/C, UNLESS NOTED OTHERWISE, WHERE MASONRY WALLS ABUT CONCRETE SURFACES. 26. SUBMIT WRITTEN CONSTRUCTION SEQUENCES AND PROCEDURES PRIOR TO THE START OF MASONRY CONSTRUCTION. 6103 WOOD: 1. WOOD CONSTRUCTION SHALL CONFORM TO AITC, NATIONAL DESIGN SPECIFICATION. 2. STRUCTURAL WOOD COMPONENTS (BEAMS, JOISTS, RAFTERS, ETC.) SHALL HAVE THE FOLLOWING MINIMUM ALLOWABLE FIBER STRESSES OF NO. 2 SOUTHERN PINE CONFORMING TO THE LATEST EDITION OF NDS, AS FOLLOWS: SHEAR Fv = 90 PSI. BENDING 2X6 FB = 1,250 PSI. BENDING 2X8 FB = 1,200 PSI. BENDING 2X10 FB = 1,050 PSI. BENDING 2X12 FB = 975 PSI 3. STANDARD U.S.S. WASHERS SHALL BE USED BETWEEN WOOD AND BOLT HEADS AND NUTS. BOLTS AND SCREWS SHALL BE ASTM A-307, ALL SHALL BE GALVANIZED. 4. WHERE BEAMS ARE FORMED WITH TWO OR MORE MEMBERS, THEY SHALL BE ADEQUATELY FASTENED TOGETHER THROUGHOUT THEIR LENGTH. 5. JOISTS SHALL BE ADEQUATELY SUPPORTED AT THEIR ENDS BY SOLID BLOCKING OR OTHER MEANS TO PREVENT ROTATION. 6. STUD WALLS SHALL BE: A. SHEAR WALL: 2X4 #2 SOUTHERN YELLOW PINE @ 16" WITH 1/2" NOM. CDX EXP EXTERIOR GRADE PLYWOOD. NAIL PLYWOOD TO ALL SUPPORTS WITH 8d NAILS AT 4; O.C. AT ALL PLYWOOD EDGES AND @ 12" O.C. AT INTERMEDIATE FRAMING MEMBERS. B. BEARING WALLS: 2X4, U.N.O. ON DWGS., #2 SOUTHERN YELLOW PINE @ 16" O.C. PROVIDE ADEQUATE ANCHORAGE FOR UPLIFT FORCE AS INDICATED IN TRUSS MFR'S. CALCULATIONS. C. OTHER WALLS: 2X4 #2 SOUTHERN YELLOW PINE @ 16" O.G. 7. DOUBLE STUDS SHALL BE PROVIDED AT EACH END OF BEAMS AND ON EACH SIDE OF OPENINGS. 4'-0" WIDTH. PROVIDE TRIPLE STUDS EACH SIDE OPENINGS TO T-0" IN WIDTH, U.N.O. 8. WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PROTECTED OR PRESSURE TREATED IN ACCORDANCE WITH AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS. USE AWPA TREATMENT C1 USING WATER -BORNE PRESERVATIVE. 9. MEMBER SIZES SHOWN ARE NOMINAL UNLESS NOTED OTHERWISE. 10. PLYWOOD ROOF SHEATHING SHALL BE NAILED AND GLUED TO WOOD FRAMING IN ACCORDANCE WITH THE FLORIDA BUILDING CODE AND APA SPECIFICATION AFG-01, ADHESIVES FOR FIELD GLUING PLYWOOD TO WOOD FRAMING. STRUCTURAL SYMBOLS AND LEGEND, DETAIL NUMBER I SHEET NUMBER \.. X 177 SLOPE RUN 12 14- RISE SECTION / DETAIL MARK ELEVATION MARK RECESS OR STEP IN SLAB SLOPED SURFACE PITCHED ROOF PLAN NOTE SPAN DIRECTION STEP HEIGHT STEP FOUNDATION o CniCV - - _ - - STEPPED FOUNDATION F6.0 � CC-1 I L - J Y COLUMN AND FOUNDATION TYPE MARKS SPOT ELEVATION, TYPICALLY TOP OF ITEM TAGGED (T/WALL, T/FOUNDATION, ETC) WALL TYPE DESIGNATION TAG INCREASED FLOOR LOAD AREA IN PSF WALL TYPES LOAD BEARING MASONRY WALL NOTE: SYMBOLS AND LEGEND SHOWN ARE GENERIC AND DO NOT NECESSARILY INDICATE ACTUAL OCCURRENCES IN THESE DRAWINGS. STRUCTURAL SHEET INDEX SHEET SHEET TITLE REVISION REVISION DATE S.1 STRUCTURAL NOTES S.2 STRUCTURAL FOUNDATION PLAN S.3 STRUCTURAL ROOF FRAMING PLAN SA STEPPED FOUNDATION ELEVATIONS S.5 STRUCTURAL DETAILS ENEN FOR ARCHITECTURE 500 N. Westshore Blvd. Tampa, Florida 33609 PH: 813.637.01 10 Fax: 813.637.0013 www.tic-engineers.com EB #0000015 C Copyright 2013 TLC Engineering for Architecture, Inc. Z ® J LL D J J W m N _ W N � g� 1y A J VJ C) co ® _J J VJ 0 W ® O ti I..L OW _J 3: LL Revisions: No. Date Description Digitally sig Fusco P.E. woa.,d.tusco .ac-eng.com, David Fus ti P.E. 74504 OZLC Engine kehn for Arthitecture, CN=CTavid Fusco: P. E. 74504 Date: 2015.06.:.01 17:16:04-04'00' PERMIT SET Project No.: 715002 Issue Date: 06-01-2015 Drawn By: RSZ Approved By: DAF Scale: 3/32" = V-0" Drawing Title: STRUCTURAL NOTES Drawing No.: S.1 He a v Cl) In 0 N I EXISTING WALL FOOTING, SIZE TO BE FIELD VERIFIED. DRILL AND EPDXY NEW FOOTING TO EXISTING W/ REBAR TO MATCH FOOTING REINFORCEMENT. BOTTOM OF NEW FOOTING TO MATCH THAT OF EXISTING. T/ FOOTING E L. T-4" EXISTING SPREAD FOOTING, SIZE TO BE FIELD VERIFIED. DRILL AND EPDXY NEW FOOTING TO EXISTING W/ REBAR TO MATCH FOOTING REINFORCEMENT. BOTTOM OF NEW FOOTING TO MATCH THAT OF EXISTING. FOUNDATION PLAN NOTES OBOTTOM OF NEW FOOTING ELEVATION TO MATCH THAT OF ADJACENT EXISTING FOOTINGS. OWF3.0 INDICATES NEW WALL FOOTING OF SIZE 3'-0" WIDE BY 1'-8" THICK WITH (3) #6 CONTINUOUS BARS BOTTOM AND #6@12" TRANSVERSE BARS BOTTOM. OWF5.5 INDICATES NEW WALL FOOTING OF SIZE 5'-6" WIDE BY 1'-8" THICK WITH (4) #7 TOP AND BOTTOM CONTINUOUS BARS AND #6@12" TRANSVERSE BARS TOP AND BOTTOM. (4)W1 INDICATES NEW 12" CMU WALL WITH #6 VERT. IN GROUTED CELLS @ 24" O.C. AND AT EACH END ON OPENING AND AT ALL WALL CORNERS AND ENDS. OW2 INDICATES NEW 12" CMU WALL WITH #6 VERT. IN GROUTED CELLS @ 8" O.C. AND AT EACH END ON OPENING AND AT ALL WALL CORNERS AND ENDS. BAR SPLICE SCHEDULE TOP BARS SPLICE SCHEDULE OTHER BARS SPLICE SCHEDULE TOP BARS CONCRETE STRENGTH IN PS1 OTHER BARS CONCRETE STRENGTH IN PS1 BAR SIZE 3000 4000 5000 BAR SIZE 3000 4000 5000 #3 28 24 22 3 21 18 17 #4 37 32 29 4 28 25 22 #5 46 40 36 5 36 31 28 #6 56 48 43 6 43 37 33 #7 81 70 63 7 62 54 48 #8 93 80 72 8 71 62 55 #9 104 90 81 9 80 69 62 #10 116 100 90 10 89 77 69 #11 127 110 99 11 98 85 76 SLAB ON GRADE: NEW 4" CONCRETE SLAB REINFORCED W/ 6x6 W4.Ox4.0 WELDED WIRE MESH OVER 10 MIL VAPOR BARRIER AND COMPACTED FILL. REFER TO DETAIL 2/S.5 FOR CONTROL JOINT REQUIREMENTS AND LAYOUT. rvloTl��� c�nnrAD FOOTING W F3.0 ry I _.....___.._._.._._......__..______-____- W1 WF5. CARE MUST BE TAKEN NOT TO UNDERMINED THE EXISTING COLUMN FOOTING DURING CONSTRUCTION. IF IT IS DETERMINED THROUGH FIELD VERIFICATION THAT THE BOTTOM OF THE NEW WALL FOUNDATION FALLS BELOW THE BOTTOM OF THE EXISTING COLUMN FOOTING, PLEASE NOTIFY THE ENGINEER OF RECORD (EOR). THE FOR SHALL BE PROVIDED AN UNDERPINNING PROCEDURE TO KEEP THE EXISTING STRUCTURE STABILIZED DURING CONSTRUCTION. ------------------------------------------------------------- S.F. EXISTING SPREAD FOOTING RETAINING WALL. EXISTING WALL FOOTING, SIZE TO BE FIELD VERIFIED. DRILL EXISTING WALL AND EPDXY NEW FOOTING TO FOOTING EXISTING W/ REBAR TO MATCH FOOTING REINFORCEMENT. BOTTOM OF NEW FOOTING TO MATCH THAT OF EXISTING. .. ...... _---. ...... ....... ...... ....... ...... ....... ...... ....... ...... ....... .. ....... ...... ....... _...1. ....... ...... DEMO NOTE: REMOVE EXISTING SIDEWALK SLAB. EXISTING WALL FOOTING T/ FOOTING EL. (SEE SECTION 1/S.4) CARE MUST BE TAKEN NOT TO UNDERMINED THE EXISTING WALL FOOTING DURING CONSTRUCTION. IF IT IS DETERMINED THROUGH FIELD VERIFICATION THAT THE NEW WALL FOUNDATION FALLS WITHIN A 2:1 SLOPE FROM THE BOTTOM OF THE EXISTING WALL FOUNDATION, THEN PLEASE NOTIFY THE ENGINEER OF RECORD (EOR). THE FOR SHALL BE PROVIDED AN UNDERPINNING PROCEDURE TO KEEP THE EXISTING STRUCTURE STABILIZED DURING CONSTRUCTION. DEMO NOTE: REMOVE EXISTING RETAINING WALL AND FOOTING. EXISTING WALL FOOTING, SIZE TO BE FIELD VERIFIED. DRILL AND EPDXY NEW FOOTING TO EXISTING W/ REBAR TO MATCH FOOTING REINFORCEMENT. BOTTOM OF NEW FOOTING TO MATCH THAT OF EXISTING. F3.0 E N E E N G FOR ARCHITECTURE 500 N. Westshore Blvd. Tampa, Florida 33609 PH: 813.637.0110 Fax: 813.637.0013 www.tic-engineers.com EB #0000015 0 Copyright 2013 TLC Engineering for Architecture, Inc. J i Z rly LL U ^_ I..L D J J W M ry N 2 Q W N I) CL J r� V) m OJ W O ® ti I..L OW Revisions: No. Date Description PERMIT SET Project No.: 715002 Issue Date: 06-01-2015 Drawn By: RSZ Approved By: DAF Scale: As indicated Drawing Title: STRUCTURAL FOUNDATION PLAN Drawing No.: S.2 GROUND:_.__......._.._.,.___.___.._._....__..._._..______.__.._..._.._....__...._............_.._....,..__.._...__.._._...__.____----- ___..._..,____.______.--. _..__.____ ___ ___. __ _. 1 /411 = 1'-0" NEW WALL IS FIXED AT BASE AND WILL NOT REQUIRE A CONNECTION TO THE WOOD TRUSS OR SOFFIT ABOVE. REFER TO ARCHITECTURAL DETAIL FOR TOP OF WALL TO SOFFIT JOINT DETAIL. 12" PRECAST LINTEL BY CAST- CRETE (OR APPROVED EQUAL) (TYP. OVER MASONRY OPENINGS.) PRECAST LINTEL SCHEDULE 11 5/8" 11 5/8" DESIGNATION ML-2 ML-1 CAST CRETE DESIGNATION 12F8 12U8 ROOF FRAMING PLAN NOTES g O WEDGE -BOLT+ IS PRODUCED BY POWERS FASTENERS. THE a BOLTS SHALL BE INSTALLED PER THE MANUFACTURES INSTRUCTIONS. THEY SHALL BE EMBEDDED 2 1/2" AND A EDGE DISTANCE OF 3 3/4" SHALL BE MAINTAINED FOR EACH ri BOLT. THE BOLTS SHALL NOT BE INSTALLED IN A MORTAR JOINT. O O2 IF THE MASONRY IS FOUND TO BE UNGROUTED THE FOR SHALL BE CONTACTED AND A ALTERNATE MEANS OF CONNECTION WILL BE DEVISED. ROOF FRAMING PLAN 1 /4" = 1'-0" ENGINEERING FOR ARCHITECTURE 500 N. Westshore Blvd. Tampa, Florida 33609 PH: 813.637.0110 Fax: 813.637.0013 www.tic-engineers.com EB #0000015 © Copyright 2013 TLC Engineering for Architecture, Inc. Z Lr- Q J LL ..L J C J W m � N [)� _ Q W F— 12 LU N �z o Ill > J W U m O U J _U) 0 Q w o pz _J OW -J� Revisions: No. Date Description PERMIT SET Project No.: 715002 Issue Date: 06-01-2015 Drawn By: RSZ Approved By: DAF Scale: As indicated Drawing Title: STRUCTURAL ROOF FRAMING PLAN Drawing No.: S.3 a r` M 0 N TOP OF INTERMED FOO' �3 - WALL SECTION 1 3/8" = 1'-0" TOP OFF( 11-4--- WALL SECTION 2 3/8" = 1'-0" ROUND OF 1ST =DIATE >OTING � -3' - 411-�1 FOOTING STEP " " " - I' 11' "" "'"v `"' — REINFORCEMENT " " - I- ' 11- 1 Kt11VrVKUL1V1=N I REINFORCEMENT AT FOOTING STEP GROUND /1 0.1� TOP OF 2ND INTERMEDIATE FOOTIN -4' - g„ TOP OF LOWER FOOTING �a -6' - 0" U � C�- FOR ARCHITECTURE 500 N. Westshore Blvd. Tampa, Florida 33609 PH: 813.637.0110 Fax: 813.637.0013 www.tic-engineers.com EB #0000015 © Copyright 2013 TLC Engineering for Architecture, Inc. ♦n Z J LL J J W m -17 N _ Q W N Z 0- W J to U m p U J Cr) Q W LO o 0 Z ti J OW _I LL Revisions: No. Date Description PERMIT SET Project No.: 715002 Issue Date: 06-01-2015 Drawn By: RSZ Approved By: D F Scale: 3/8" = 1'-0" Drawing Title: STEPPED FOUNDATION ELEVATIONS Drawing No.: SA a r d b $ ---47-- _ -- —d-. 4- TIE BEAM REINF 3/8"x1" (VERT.) JOINT AT CONT. THROUGH EACH SIDE OF CONC. JOINT 3/8" TIE BEAM. JOINT AT TIE BM./BM. SEALANT AND BACK-UP ROD PER ARCH DETAILS STOP REINF'G. IN � KNOCK -OUT BOND FILL JOINT W/ GROUT AFTER BEAM TYP. 3/8" BUILDING PAPER PLACEMENTI JOINT 1 I AT BOND BEAM 1 I 1 i 3/8" / JOINT STOP "DUR-O-WAL" i ON EACH SIDE OF SEALANT AND BACK-UP JOINT TYP. ROD PER ARCH. DETAILS BUILDING PAPER REINF_ FILED CELL - EACH SIDE OF JOINT W/ (1) BAR EQUAL TO TYP. WALL REINF. r AT FOUNDATION NOTE: CARRY MASONRY EXPANSION JOINTS THRU INTERIOR MASONRY WALLS. SPACING FOR CONTROL JOINT COORDINATE WITH ARCH. 2 x WALL HEIGHT = SPACING IN FEET (NOT TO EXCEED 25'-0") 8 MASONRY CONTROL JOINT S.5 SCALE:34"=V-0" 4" MIN. FILL JOINT W/ GROUT AFTER BUILDING PAPER PLACEMENT KEEP JOINT FREE OF DEBRIS DURING CONSTR. TYP. 8" PRECAST LINTEL W/ (2) #5, EXTEND BAR 2'-0" EA. SIDE INTO KNOCKOUT BLOCKS CMU WALL .w A \ / 0 z ° /\ / \ -w to —� ° •- / \co N I ° d, . °. DIMENSIONS AS REQ'D. COORD. W/ MECH., ELECT. & - FIRE PROT. DWGS. 2'-0" (MAX) MATCH FOOTING 4'-0" (MAX.) REINFORCING PIPE OPENING a rn It co TYP. STEP FOOTING FOR UTILITIES cfl S.5 SCALE:3/4"=1'-0" FOUNDATION REINF. SEE SCHED. OR _ DETAILS ^ z FOUNDATION REINF. Q- SEE SCHED. OR o DETAILS o CO d- �- T. d _ °�- - 9 _ - 1�' d d ;a - Ld 2 Ld ADDITIONAL REINF. SAME SIZE AND NUMBER AS FOUNDATION REINF. TYPICAL STEPPED FOUNDATION SCALE: 3/4" = 1'- 0" WALL REINF BTW'N TYP. CORNER REINF. TO MATCH TYP. WALL VERT. REINF. INTERLOCK WALLS EVERY OTHER COURSE AT CORNERS INTERSECTING REINF. TO MATCH TYP. WALL VERT. REINF. INTERLOCK WALLS EVERY OTHER COURSE AT INTERSECTIONS OPENING SIDE, (1)-#5 MINIMUM IN (3) CELLS AT OPENINGS END REINF. TO MATCH TYP. WALL VERT. REINF. CENTER REINF. IN WALL TYP. AT ENDS TYP. 8" MASONRY WALL REINF. LAYOUT SCALE: 3/4"=V-0" ADD (2) # AT RE-EK CORNERS TYP. ADD (2) #4 x 3'-0" CENTERED AT ALL LOCATIONS IN SLAB WHERE A C.J. DISCONTINUES TYP. S.O.G. CRACK CONTROL REINFORCING SCALE: 3/4"=1'-0" 2x FILLER BLOCK (NAIL TO WEB) 2x SUPPORT USE SIMPSON HU214 MEMBER. FOR CONNECTION OF 2x MEMBERS LOAD NOTE: USE THIS DETAIL FOR LOADS EXCEEDING 250 LBS. PER MANUFACTURER 250 LB. LOAD CAN BE SUPPORTED ON EACH SIDE OF THE BOTTOM FLANGE AT 5'0" ON CENTER, PROVIDED THE LOAD IS INCLUDED IN NORMAL DESIGN LOADS. SUPPORT OF SUSPENDED LOAD SCALE: 3/4" = 1'- 0" LINTEL W/ 1" BRG. E.S. FOR EACH FOOT OF OPENING WIDTH (7 5/8" MIN.) SEE MASONRY LINTEL SCHEDULE 4/S203 SILL REINFORCING MATCH LINTEL BOTTOM REINFORCING W NOTE: TYPICAL FOR DUCT WORK PENETRATIONS, WINDOW OPENINGS, AND UTILITY CHASES U.N.O. TYP. MASONRY WALL OPENING SCALE: 3/4"=V-0" KAA O.,.'RY WALL AMB RCING SEE CMU WALL LINTEL AND INFORCING ROUTEDJAMB CLEAN JOINT & FILL WITH KEYWAY ELASTOMERIC JOINT MATERIAL CONTINUOUS C.J. SLAB REINFORCEMENT TO CONCRETE BE CUT AT KEYWAY SLAB SEE PLAN T/SLAB EL. SEE PLAN xdx :x x;_ _'_1 x x : x= - (*) AVAILABLE KEYS MAY VARY, KEYWAY CAN ALSO BE FORMED W/ HALF ROUND MATERIAL OF APPROX. THE SAME DIMENSIONS. TYPICAL CONSTRUCTION JOINT C.J. TOOLED OR SAWCUT JOINT. FILLED WITH ELASTOMERIC JOINT MATERIAL 0 1 /8", T/SLAB EL. SEE PLAN x x—�x X, _ . x ' a x xx` • X x _ : d x < ' x a.- Q TYPICAL SAWCUT CONTROL JOINT CONCRETE SLAB SEE PLAN NOTE: 1. C.J. INDICATES CONTROL OR CONSTRUCTION JOINT. 2. CONTROL JOINTS SHALL BE SAWCUT AS SOON AS POSSIBLE WITHOUT RAVELING CONCRETE (4 TO 16 HOURS AFTER PLACEMENT MAX.) 3. JOINT PLACEMENT REQUIREMENTS: FOR ENCLOSED/INTERIOR AREAS. 15'-0" O.C. (MAX.) EACH WAY FOR OUTSIDE/EXTERIOR AREAS. 12'-0" O.C. (MAX.) EACH WAY WHERE TOP OF SLAB SURFACES ARE TO BE FINISHED WITH TILE, GENERAL CONTRACTOR IS TO COORDINATE JOINT LOCATIONS WITH THAT OF MORTAR JOINTS. TYP. CONSTRUCTION/CONTROL JOINTS SCALE: 3/4"=V-0" PLACE METAL LATH OR WIRE SCREEN OVER CORES NOT TO BE FILLED (FELT AND SHEET METAL PROHIBITED) VERTICAL REINFORCING W/ MATCHING DOWELS IN FOUNDATION AND STD. HOOK OR LAP @ TOP OF WALL. SEE PLAN FOR SIZE AND LOCATION HORIZONTAL JOINT REINFORCING AT 16" OC STARTING AT FIRST COURSE ABOVE FOUNDATION, 6" LAP SPLICES TYP. USE PREFAB. L'S AND T'S AT WALL CORNERS AND INTERSECTIONS GROUT FILLED CELL. PLACE AND CONSOLIDATE GROUT IN 4 FT. LIFTS MORTAR CROSS WEBS ADJACENT TO FILLED CELLS CAST IN PLACE REINF. CONC. TIE BEAM OR BOND BEAM d ? SET FIRST COURSE IN ASTM C-90 C.M.U'S FULL MORTAR BEDDING CLEAN OUT OPENINGS AT GROUT FOOTING OR FILLED CELL LOCATIONS. FOR GRADE BEAM GROUT POURS OVER 5 FT. HIGH TYP. MASONRY WALL CONSTRUCTION SCALE: 3/4"=V-0" CMU WALL SEE PLAN REINFORCE W/ #5 IN GROUT FILLED "U" BLOCK ABOVE SLEEVE T/SLAB z :-X GREATER THAN e m, . 4", THICKEN ° FOUNDATION TO e _ ° -4 - COMPENSATE e, CAST IN PLACE _ d z SLEEVE. MIN. 1" g GREATER DIA. — - io LAP SPLICE 40 THAN CONDUIT _ - BAR DIA.'S 6"MIN. MATCH FOUNDATION REINFORCING PIPING GREATER THAN 3'-0" BELOW FOUNDATION DOES NOT REQUIRE INTEGRATION WITH FOUNDATION J l TYP. FOUNDATION CONDUIT SLEEVE SCALE: 3/4"=1'-0" WALL OR COLUMN SEE PLAN FINISH GRADE 1NDATION PLAN iMBING/UTILITY CONTRACTOR NOTE: INSTALLATION OF NEW FOOTINGS, PLUMBING LINES,ETC. SHALL BE INSTALLED MEETING THE MINIMUM REQUIREMENTS OF 1 VERTICAL TO 2 HORIZONTAL UNITS WHEN PLACED NEXT TO EXISTING FOUNDATIONS OR PLUMBING AS SHOWN. TYP. FOOTINGS ADJ. TO EXCAVATION SCALE: 3/4"=1'-0" ENNENG FOR ARCHITECTURE 500 N. Westshore Blvd. Tampa, Florida 33609 PH: 813.637.0110 Fax: 813.637.0013 www.tic-engineers.com EB #0000015 © Copyright 2013 TLC Engineering for Architecture, Inc. 75 G Z ® J LL (n J J W m N 0'_ _ Q W �- N ^� U) U m OJ U) Q o %W OW U_ Revisions: No. Date Description PERMIT SET Project No.: 715002 Issue Date: 06-01-2015 Drawn By: RSZ Approved By: DF Drawing Title: STRUCTURAL DETAILS Drawing No.: S.5 C. cn 00 o v O wm� 0 &161 Project No. 14037.00 Al .0 © 2015 BH/PK Architects, Inc. ■ 61312015 8:47:45 AM ...\cd\AI.O Site Plan .dGn BUILDING CODE ANALYSIS IIR Weight Machine � U L U N U � � m Wei ht Rack I 1. I I Weight Machine Weight Machine Weight Machine L4 Office l59 Asses, StorDe157 E58i LLP Weight I I Weight I I Weight Machine Machine Machine Weight Weight Weight Machine Machine Machine Tec14s 156 Weight Weight Weight a a a a o a Machine Machine Machine = — � _ _ o �� 32' SYMBOL LEGEND • F.E. FIRE EXTINGUISHER F.E.C. FIRE EXTINGUISHER CABINET ® MAGNETIC DOOR HOLDER �S SMOKE DETECTOR �H HEAT DETECTOR ® FIRE ALARM PULL STATION S♦ STROBE HIS 0--* HORN AND STROBE 39 EXIT LIGHTS 1 3K EXIT LIGHTS WITH DIRECTIONAL ARROW(s) EXIT WIDTH IN INCHES 125' INTERIOR EXIT. PATH AND DISTANCE A SMOKE COMPARTMENT DESIGNATION 0 — — -1 Women's rI Locker >: 155a Sauna I t II I II 11 II II � I II !I I LAa o L A J tI LJO O LAa I Corridor lob VV 32' E Men's 154 unc Office 10 �y Hoorn -� /52 Dressing Watt 113A 11 Corridor 111 r I E 32' lal Mass 114 Kitchen/ Education 144ir 0 • � II Office v 143 �� \ 142 I • — I LIFE SAFETY PLAN 118'=I'-0' I. Codes In effect: Florida Building Code 2010 Florida Building Code NFPA 101 2012 Edition Florida Fire Prevention Code 5th Edition 2. Use and Occupancy Classification: Building is non-seperoted mixed occupancy Group As per FBC Chapter 3 and NFPA 101 'B' Business and Group 'A-3' Assembly per FBC 508.3 and Life Safety Code 6.1.14.1.10) J. Type of Construction: As per FBC Section 602 and NFPA l01 Table A.8,2.1.2 Type I11B, Not Sprinklered or NFPA Type Ill (2,0,0) 4. Allowable Height & Building Areas Permitted Existing As per FBC Table 503 and NFPA 101(If applicable) Building Height: 55' 22, Number of Stories: 2 1 Building Area: 9,500 SF 13,570 SF Refer area Increase calculation Area of Remodeling: --- 13,570 SF Area Increase as per Section 506: Rllll SING AREA MODIFICATIONS --- --- Frontage Increase If = fF/P-0.251 x W/30 If = 15881588 - 0.251 x 20130 If = l0.751 x 0.66 If = 49X Area Modification Calculations Aa = At - [At x If] • [At x Is/1001 Aa = 9,500 • 19,500 x 0.491 Aa = 9,500 • 14,6551 Aa = 14,155 SF. per floor > 13,570 SF. OK. 5. Fire Protection Required Existing/ Desion As per FBC Tables 601 & 602 Proposed and NFPA 101 (If app.) Structural Frame Including columns, girders, trusses: 0 0 --- Bearing Walls Exterior: 2 2 FBC Table 21.3.2 Interior: 0 0 Minimum equivalent Nonbear ing walls thickness Exterior: 0 0 0 Interior: 0 0 0 Floor Construction Including supporting beams and Joists: 0 0 0 Roof Construction Including supporting beams and Joists: 0 0 0 6. Opening Percentage on Exterior Walls Permitted Propose As per FBC Table 705.8: Maximum Area of Exterior Wall Openings No Limit --- 7. Fire Resistant Partitions Reauired Proposed Design As per FBC Chapter 7 and NFPA 101: Flrewalls: NA --- --- Vertical Shafts: NA --- --- Occupancy Separations: NA --- --- Tenant Separations: NA --- --- Exit Access Corridors: I hr 1 hr --- Refuse Chute Access Room: NA --- Refuse Chute and Vault: NA --- 8. Building Occupancy/ Exit Calculations Building Occupancy per FBC Table 1004.1.1 and NFPA 101 table 7.3.1.2 (in SF/Occupant): A.S.SFMRI Y ARFAS Gymnasium/ Weights: 5758 SF./50 SF.per person = 76 persons Lockers 844 SF./50 SF.per person = 17 persons Aerobics Room 1094 SF./15 SF.per person = 73 persons Cycle Room 213 SF./50 SF.per person = 5 persons Break Room 240 SF./15 SF.per person = 16 persons KTtchen/Educatlon 782 SF./15 SF.per person = 53 persons Sub Total 240 persons RIISINFSS/ OTHFR Kitchen: 215 SF./20 SF.per person = II persons Message/Exam 2330 SF./100 SF.per person = 24 persons Miscellaneous Offices 863 SF./100 SF.per person = 9 persons Lobby/Lounge/Clrculatlon 1717 SF./100 SF.per person = 18 persons Sub Total 62 persons Total Occupant Load 302 persons Exit Requirements 9. 302 persons x 0.2' per person = 60.4' of exist width required. 352' of width available OK. Reauired Proposed Max. Travel Distance: 200, 109, Max. Common Travel Distance: 20'/75' 53' (less than 50 occupants, OK) Max. Dead End Corridor: 20' 0 Min. Corridor Width: 44' 58' Min. Clear Opening of Exit Doors: 32' 32, Min. Stair Width: 44' 44' Exterior Stair 10. Required Plumbing Fixtures, As per FPC Table 403.1 Based on 120 males/ 120 females A-3 Occupancy 31 males/ 31 females B-Occuponcy Required Proposed Water Closets 6 9 Lavatories 4 7 Urinals --- I Showers --- 6 RE Drinking Fountains 2 2 HILo Service Sink I I ll. Interior Finish Requirements As per FBC Table 803.5 and NFPA 101 Table A 10.2.2 Exits: All interior finishes Exit Access Corridors: Class I or Class A Rooms & Enclosed Spaces: H vi N U •� N o N 00 d- rn U o M O 4 cd cn N 0 bNU o z 0 c4 P x o N x N C�3 �-O-I Cd 7� O tb MM� Cd N 4V Project No. 14037.00 A161 61312015 8:47:46 AM ...\cd\AI.ILife Safety Plan.dgn © 2015 BH/PK Architects, Inc. I O N M o N 0 a N_ NI 00 N 9 DEMOLITION NOTES 1. Remove existing finished floor coverings (ceramic tile, vinyl tile, carpet, etc., complete from within room, including adhesives for new finished flooring 2. Remove all existing wall construction shown in dashed lines completely, including all door, hardware and frames. all existing wall mounted items (sing, coat hooks, marker boards, etc.) to be removed and deliver to owner. Remove all applied room finishes from existing walls that are to remain (ceramic tile, vinyl wall covering, etc., field verify) patch, repair and prepare surface as required for new finishes. 4. Remove existing wall and base cabinets, shelves, brackets, fasteners, etc. complete from room, field verify, patch and repair wall and floor as required by removals. 5. Remove existing suspended ceiling system completely from room, remove all old supports and hangers, field verify. 6. Remove existing ceiling mounted items (curtain track, I.v. tracks, monitor brackets, etc.) deliver to the owner or dispose of as directed by the owner. Also see mechanical and electrical drawings for ceiling removal work. 7. Remove all accessories (ptd, s.d., shelves, grab bars, etc) deliver all accessories to the owner or dispose of as directed by the owner. 8. Remove all wall mounted fixtures, brackets or construction not shown that would interfere with the new construction, finishes, etc. reinstall, delivery to the owner or dispose of as directed by the owner, patch and repair wall as required by all such removals. 9. fill and plug all holes in concrete floor full depth of existing slab, as required by remove piping, conduit, etc. see electrical and mechanical drawings for removals. 10. Remove existing window/door frame complete from wall, wall to remain, patch and repair wall as required to match existing construction, field verify,olso see floor plan and detail for additional work. ll, Saw cut and remove existing wall construction as required to Install new opening, see floor plan for additional information. 12. Existing room to remain 'as is', no work required unless noted otherwise, see mechanical and electrical drawings. Contractor to protect existing brick wall ` I I i III ,1' '1 El •' III III i \< Remove sidewalk and I Typical paving shown with ' 1 dashed cross hatching \\\ .�\ i I =___=====R-----------n=====_-----IT=====_==---I=1==,_____P.— L II II II I I — —— _��I I---- �'% �N III II II II I I ,. Ele >� / III III II 1 1 II II I I I I I I I I 5 I/2'\ p1 II II II I I ♦ II II I I Elev. A. Typical i 1 ��__---- El 2'?` I' I �— ----------------------------- 11� II i I \ L �I . „_„_ ,__ 3'-I1/2' 1 1i i i Typical Existing data room to stay in operation �' III II throughout construction. Contractor to Elev A I 1 2 11 protect equipment & assure room does 3 4 1/2' �'� ' \ i i r — — — — — — — — — — — — — — — — — — — — — I \ \ not overhehat. II _ _ --——————————— — — — — —- �' u1 1-- — — E�lev. ::• III 111 :: 1n 1I i -3'-8,V Lu Typical 11 v II �L Elev. : III �� Typical � -3'-10-10%/2'V : 111 1u' Ali " n1 1g' ii1 € lu 4-3 I/2' 41-J. 'I€ f :. 1' r nFUM ITInN Project No. 14037.00 61312015 8:47:47 AM ...\cd\A1.2 Demo Plon.dgn A102 ©2015 BH/PK Architects, Inc. BVIAMM&A N 01 c L%T O N 0 a- N 0 N, CO o � N Q o v- N 0 Remove all existing finish ceiling components inside building envelope. Gypsum board membrane on bottom of wood trusses to remain. Patch as required. Remove existing soffit and non structural framing in area shown dashed with diagonal cross hatch. Retain tongue and groove soffit planks for patching and repairing soffit at new walls Remove foscia,froming and roofing as required. Trusses and structural framing to remain Tongue and Groove soffit/ Fascia to remain outside construction limits. Patch as required. Existing lanced aluminum soffit to remain outside construction limits. Patch as required. NORTH CEILING/ SOFFIT DEMOLITION PLAN 1/8 ' ° I'-0' DEMOLI T ION NOTES 1. For further demolition notes refer to A1.2 Demolition Plan. Remove all existing finish ceiling components Inside building envelope. Gypsum board membrane on bottom of wood trusses to remain. Patch as required. Project No. 14037.00 o v 0 61312015 8:47:47 W ...\cd\A1.3 Demo RCP.dgn I A1,93 ©2015 BH/PK Architects, Inc. 9 6 6 'q- E\j Ca 'q- Ca 12'-0' ... 120 A4.2� PHYSICIAN'S OFFICE TO BE -7-7770 T -------- q I L1-4 Ali F-+ COMPLETED IN PHASE ll NORTH a FLOOR PLAN 118 1 w /1-01 0�2.rarja I Project No. 14037.00 � A2.0 61312015 8:47:48 AM -.\cd\A2.0 Floor Plon.dgn Q 2013 BH/PK Architects, Inc. NORTH REFLECTED CEILING PLAN 118 ' = 1'-0' REFLECTED CEILING PLAN LEGEND F LAY -IN DIRECT/INDIRECT FLUORESCENT FIXTURE iTIC LENS FLUORESCENT FIXTURE FLUORESCENT FIXTURE OUNTED FLUORESCENT FIXTURE SED OR SURFACE MOUNTED DOWN LIGHT IGHT SUPPLY DIFFUSER RETURN REGISTER DIFFUSER N REGISTER OR GRILLE FAN 1 CEILING, SOFFIT OR BULKHEAD , closure at both sides as required) CEILING ELEVATION (A.F.F.) ;EILING PLAN NOTES: swings for fixture types,counts and circuiting. !swings for diffuser and register sizes. rfusers and sprinkler heads are not shown acted ceiling plans. of electrlcal, mechanical and fire protection tural reflected ceiling plans. ONA WE WAR Project No. 14037.00 A201 © 2015 BH/PK Architects, Inc. 61312015 8:47:49 V _AA2.1 Reflected Ceiling Plan.dgn ■ N N ROOF PLAN 1-hr rated type OK shaft wall continuous from the top of existing nosonry wall or header to underside of deck above. lnfill with fire safing insulation as required. Project No. 14037.00 A202 i IN IN 51312015 8:47:50 AM ...\cd\A2.2 Roof Plan.dgn ©2015 BH/PK Architects, Inc. I V_ N O o v- N Uk ACCESSORY SCHEDULE NO. DESCRIPTION MANUFACTURER: BOBRICK MODEL ` HEIGHT 01 SOAP DISPENSER BY OWNER 3'-4' 02 LARGE PAPER TOWEL DISPENSER BY OWNER 4'-0' TO FULL ACCESS 03 NOT USED O 36' GRAB BAR B-6806xPLATE 3'-0' TO CENTERLINE 05 42' GRAB BAR B-6806xPLATE 3'-O' TO CENTERLINE O 24'x36FRAMED MIRROR W/ WOOD FRAME BOTTOM AT 3'-4' A.F.F. 07 DOUBLE -ROLL TOILET TISSUE DISPENSER B-2740 1'-7' TO CENTERLINE O COAT HOOK B-212 4'-0' TO CENTERLINE O 2 WALL GRAB BAR FOR 3'x3' SHOWER B686/xPLATE 3'-O' TO CENTERLINE 10 SURFACE MOUNTED SANITARY NAPKIN DISPOSAL B-254 /'-10' TO CENTERLINE ll SMALL PAPER TOWEL DISPENSER BY OWNER 4'-0' TO FULL ACCESS 21 A3.1 ====== r —� 100 22 — j 'N A3.1 i i \ L — 01 ji 23 A3.1 Lou l07 �f#if#if#ii � E#if #if#if#if#�, iW — I d- 4 A4.3 0 3'-4' �8' F�a\ s Dressing •• IIOa B M 1111 I13A W Hi3 MLSme 112 Full height CB 114 mirror 12'-2' BusIms .1 V 16'-9' Office 14l © © OaA iia.- Ea ii am Exam /28 i� X. Kitchen/ Edueotion /44 Patch existing Interior gypsum board finish as I required A3.1 U 0 /0 _ A3.2 08 5' 1l' 0' 5' 4'-10' Ov N PARTIAL FLOOR PLAN 1 /4' = 1'-0' 0 w. IMN 2 PHYSICIAN'S OFFICE TO BE CONSTRUCTED IN PHASE ll Lyndon T. Pollock I Registered Architect AR0006747 Project No. 14037.00 A293 ©2015 BH/PK Architects, Inc. I 61312015 8:47:51 AM ».\cd\A2.3 Enlarged Plans.dgn IIrtifli III ipli I ' 11 9f' .' IG, I" , an 7r . , " '• I TV I fj'j�l 11 p I I i I I I uil I I_ _ _ _ _ _I LI�_Fl�l�_ _ L_ _ L_ _11. _ 08 COAT HOOK B-212 4'-0' TO CENTERLINE O 2 WALL GRAB BAR FOR 3'x3' SHOWER 8686/xPLATE 3'-0' TO CENTERLINE l0 SURFACE MOUNTED SANITARY NAPKIN DISPOSAL B-254 /'-/0' TO CENTERLINE 11 SMALL PAPER TOWEL DISPENSER BY OWNER 4'-0' TO FULL ACCESS PARTIAL FLOOR PLAN 114' - I'-0' Project No. 14037.00 A204 61312015 8:47:52 AM-.\cd\A2.4 Enlarged Plans.dgn 1 ©2015 BH/PK Architects, Inc. I Nl ZV N L&K. Existing facebrick tp i Truss 6 1 ��_E���x__i��s�t. St 7 Finish f Y 0'-0' Aluminum storefront system typical this elevation q� 3,U / 1/6 ' = I'-U' CJ D - Stucco control joint A U,II, IIU„I JI UI 6, I UIII system, tint glass to match existing i2� SOUTH A3,0 / 118 ' = P-0' CJ D = Stucco control joint 3 EAST A3.0 118 ' = V -0' existing shingle roof to remain gutter and downspouts )f plan and I A4.1 metal fascia to remain co on 12' cmu wall 11-1 ,,,,,I rete curb hingle root to remaln e brick to remain orsond frames to remain Existing shingle roof to remain Existin window to remain &Truss Bearing— --- ---- --- -------------------------------/-—-—-—-—-—-—-—-—-— - — - — -— /---— - — - — - — - — - — - — - — -— - — - — -— �-—-—-—-—-—-—-— - — - — -- 41 ------------�z----------------/ - — -— -- --- — —��-- --- — — 'r lu -t1 Itle/a verilOIL y! Exist. Soffit h Finish Floor 1 4 NORTH A3.0 118 ' = 1'-0- Hollow metal door and frame Brick infill, MAtch existing 'roject No. 14037.00 A3,00 61312015 8:47:53 AM ...\A3.0 Exterior Elevotions.dgn © 2015 BH/PK Architects, Inc. I 2 3 4 eA33 a3.3 A3.3 A3.3 A3.3 A3.3 - - - - - - - 7 8 9 Range Hood, �' Provided by owner A3.3 A3.3 A3.3 installed by contractor El Sap Dispe ser Paper towel dispenser b r aO Z�j b b N �,\ `\ / \ /''_l �1 N U 0 2'-0/2' 2'-6' /' 6' N 3' U IY-21/2' 12'-Id/2' B 0 8 0' I ' 6' 16 r-9/2' Provide locks on 14 N all cabinets o 1 KITCHEN 140 2 KITCHEN 140 3 KITCHEN 140 4 KITCHEN 140 5 OFFICE 142 s OFFICE 142 a 0 A3.1 1/4 ' = V-0' A3.1 1/4 • = I'-0' A3.1 114 • = I'-0' A3.1 114 • = 1'-0' A3.1 114 • = I'-0• AD 1/4 ' = 1'-0' � q Sliding glass U o M 9 window with lock 10 1 2 a A3.3 A3.3 A3.4 A3.4 A3.4 A3.4 w a, SIm. _ _ _ _ Paper Towel ! 1/ �/ = Z a Dispenser b b N v I \ Soap Dispenser J f\ 0 4'-2' 2'-0' 1'-11%2' b 1-6, � Provide locks on all T BUSINESS /22 cabinets W OMENS 115 & 8 BUSINESS 122 9 BUSINESS 122 to EXAM 12391249129 & 130 11 BUSINESS 122 L2 TOILET 116 & 117 13 W OMENS ll6 A3,1 1/4 ' = 1' 0' PHASE ll A3.1 1/4 ■ = 1'-0' PHASE ll ,43,1 1/4 ' = I'-0' PHASE ll ,43,1 1/4 ' = 1'-0' PHASE ll A3.1 114 ' = 1'-0' PHASE ll A3.1 1/4 ' = 1'-0• A3.1 If4 ' = r o• N Menu Board By others Solid surface shelf / \ \ /' - Fiberglass shower I, Pendant light 3, with fold down seat I I \ I 1 ' i Dishwasher by others 6 7 6 b I A3.4 Refrigerator N �, A34 N by others x a - - _ Open shelves "'' o ao I I b \ /" \ �' �' I Ice machine p by others N ao 2 01/2' 2 -3%2' 2'-0' 2 1' 4' Beverage Cooler .--� by others Verlfy width MASSAGE ROOMS w/ beverage 14 112,114,& 115 15 Massa e 115 16 DRESSING 113A 17 RECEPl10N 110 18 RECEPTION 110 19 RECEPTION 110 cooler 20 LOBBY 100 A3.1 114 ' = 1'-0' A3.1 114 • = l'-0' A3.1 1/4 = I'-0' A3.1 1/4 • = 1'-0' A3.1 1/4 • = 1'-0' A3.1 1/4 • = I'-0' A3.1 114 ' _ l'-0' ICU a Skyfoctory sky panel cs N 10 8 9 ll 11 11 Solid surface A3.4 A3.4 A3.4 Florida Hospital Logo A3.4 A3.4 A3A Pendant Lights on P/exi gloss on Three bowl sink refer to electrical � metal standoffs 9 .� A3.4 0 Plastic laminate :: .--� N zo co /' \ /' \ 3'-5%2' 3'-8' 3'-4' lr-6/2' 3'-0' 3'-2' ' 2' 2'-21/2' Y-r r2l LOBBY /00 22 LOBBY /00 25 LOBBY /00r24 LOBBY 25 LOBBY A3.1 1/4 ' . I'-0' A3.1 1/4 • = 1'-0' A3.1 1/4 • = I'-0• A3,1 1/4 ' = I'-0' A3.1 1/4 ' = 1'-0' 0o 5 �, A3.4 F77SIM 12 /2 Water cooler with = = = = = = = = lockers tic provided _f _f \ \ 10 A3.4 A3.4 bottle filler o a o o a o a a by hospital installed / i' -.- T - - - �, - - - - - - - - by contractor A3.4 Microwave - - - - - - - - a- °- °- o- o- o- a- a- by others I I I h \ Ll� °°°°aLyndon T. Pollock \ / \ / \ / Registered Architect AR0006747 .--� 8'-3' 6'-3%2' 10'-2'/2' 3'-0' 6'-10° 0 H--� CO r29 BREAK ROOM 102 �3000RRIDOR 151 Ln r26"'�LOBBY �27LOBBY 28 WEIGHTS/ GYM 150 `7 �_31I/4 ' = 1'-0' A3.1 I/4 ■ = I'-0' ' Project No. 14037.00 o A3.1 v4 • = I'-o• A3.1 I/4 • = 1'-0• A3.1 1/4 . = I'-o• 0o G'�Si` o Fp ARC � A301 ©2015 BH/PK Architects, Inc. 61312015 8:47:54 AM ...\A3.1Interior Elevations.dgn N N 0 CID rn o Plastic lamnate lockers. Provided by owner, lnsralle by contractor YENS AND WOMENS 154 & 155 114 ' : 1'-0' 3'-7' 3-6• 4 WOMENS TOILET 155 A3.2 114 • = 1'-0' 9 CORRIDOR 101 �.2114 • • r'-0' to PHYSICIAN OFFICE A3.2 114 • = I'-0' 11 CORRIDOR IOI Opaque frosted band 5 WOMENS TOILET 155 Plastic lamnate lockers. Provided by owner, installed by contractor 8 A4.2 Soap Dispenser le 2 TOILETS 154 & 155 Provide gypsum board ceiling to top of sauna Sauna b - Provide closure panels at each edge of sauna TOILETS s WOMENS 155 MEWS 154 (0.H.) A3.2 114 ' = I'-0' 'rovide metal chulter strip at 9p of file TOILET 12 130,143,154b & 155b fght fixture load framed mirror 'aper towel ilspenser Provide a 4' dia opening in cabinet. This cabinet to have no toe space. typical(2) TECH 156 A3.2 114 • = 1'-0' TOILET 13 130,143,154b & 155b /•T 1 iw-4& C-..Al..l.... nnllnCn nn rj_` MENS TOILET 154 A3.2 114 • = 1'-0' co Opaque frosted band 3 8 A3.4 A3.3 �.I --� _ --� _ _ b I'-6' 3'-5 2' s ASSESS 157 TOILET �14/309 1459 154b & 155b ACCESSORY SCHEDULE NO. DESCRIPTION MANUFACTURER. BOBRICK MODEL ° HEIGHT 0i SOAP DISPENSER BY OWNER 3'4' 02 LARGE PAPER TOWEL DISPENSER BY OWNER 4'-0' TO FULL ACCESS 03 SMALL PAPER TOWEL DISPENSER BY OWNER BOTTOM AT 3'-4' A.F.F. O 36' GRAB BAR B-6806xPLATE 3'-O' TO CENTERLINE 05 42' GRAB BAR B-6806xPLATE 3'-0' TO CENTERLINE O 24'x36'WOOD FRAMED MIRROR BOTTOM AT 3'-4' A.F.F. OT DOUBLE -ROLL TOILET TISSUE DISPENSER B-2740 I'-7' TO CENTERLINE O COAT HOOK B-212 4'-0' TO CENTERLINE O 2 WALL GRAB BAR FOR 3'x3' SHOWER B6861xPLATE 3'-O' TO CENTERLINE IO SURFACE MOUNTED SANITARY NAPKIN DISPOSAL B-254 1'-/0' TO CENTERLINE ll WASTE RECEPTACLE BY OWNER BOTTOM AT 4' A.F.F. 7__ TOILET 15 /309 1439 154b & 155b A3.2 V4" = 1'-0" 'roject No. 14037.00 A3.2 A 61312015 8:47:55 AM ».\A3.2 Interior Elevotions.dgn ©2015 BH/PK Architects, Inc. ON WMA A001 N 0 c- N a- N O N \ rn o 0 a- N O co � o I1 c N N Suspended acoustical file celling. Height as shown on Interior elevations lastic laminate 'osure panel -fling height I = 8'-0------ 14' plywood construction sIomine covered interiors, lastic laminate - Exteriors (Typical) !justable shelves w / .cess pilasters strip w/ locking clipsi all construction as )ted on the drawing ull overlay door cabinet design ?J hinges per door tolnless steel wire pulls °curely anchor cabinets wall blocking (typical) olld surface Ire pulls, typical all cabinets rower body: 518' Melamine sides id back; 314' sub -front: '4' Melamine housed bottom 14' plywood construction elomine covered interiors, lastic laminate - Exteriors (Typical) lush overlay door cabinet design '1 hinges per door ' plywood toe space with base CABINET SECTION A3.3 314' = I'-0' s CABI NET SECTION A3.3 314' = I'-0' metal studs to re above is required oended acoustical ceiling 'ypsum board 518' metal studs surface o laminate table shelf laminate on ilywood laminate ice c- 2 CABINET SECTION A3.3 314' = 1'-0' T CABINET SECTION A3.3 314' = I'-0' `uspended acoustical file celling. leight as shown on interior levations ostic laminate )sure panel fling height -80. ------ 4' plywood construction lamine covered interiors, 7stic laminate - Exteriors (Typical) justable shelves w/ ,ess pilasters strip w/ locking clips) rll construction as ted on the drawing ill overlay door cabinet design J hinges per door sinless steel wire pulls curely anchor cabinets wall blocking (typical) Ild surface re pulls, typical all cabinets ower body: 518' Melamine sides d back; 314' sub -front: 4' Melamine housed bottom plywood toe space with base -curely anchor cabinets wall blocking (typical) olid surface Ire pulls, typical all cabinets rawer body: 518' Melamine sides �d back; 314' sub -front: 14' Melamine housed bottom 14' plywood construction elo mine covered Interiors, lastic laminate - Exteriors (Typical) 'plywood toe space with base 3 SHELVES CABINET A3.3 314' = 1'-0' 8 CABINET SECTION A3.3 314' = 1'-0' Ceiling height El =8'-0' — — -- Plastic laminate closure panel 314' plywood construction Melamine covered interiors, Plastic laminate - Exteriors (Typical) Microwave oven verify exact opening requirement with equipment Wall oven verify exact opening requirement with equipment Drawer body: 518' Melamine sides and back, 314' sub -front: 114' Melamine housed bottom 4' plywood toe space with base Suspended acoustical file celling. Height as shown on Interior elevations 'lastic laminate closure panel elling height 1 = 8'-0-----$� 14' plywood construction 'elamine covered interiors, 'lastic laminate - Exteriors (Typical) d justable shelves w/ ecess pilasters strip w/ 4' locking clips) tall construction as noted on the drawing -ull overlay door cabinet design 2) hinges per door �tolnless steel wire pulls 'lastic laminate on '14' plywood encil drawer FARM Securely anchor cabinets to wall blocking (typical) Solid surface _ ire pulls, typical all cabinets Drawer body: 518' Melamine sides and back; 314' sub -front: 114' Melamine housed bottom 314' plywood construction b Melamine covered interiors, Plastic laminate - Exteriors (Typical) Full overlay door cabinet design (2) hinges per door 4' plywood toe space with base 4 CABINET SECTION A3.3 314' = 1'-0' 9 RECEPTION DESK A3.3 314' = 1'-0' Ceiling height -- - — - —- El 0 --- —. --— ng window tic Laminate 314' plywood surface counter tic laminate art bracket Fl Drawer m board d Ceiling height EI_8'-0"------ )ad construction ,overed interiors, minote - Exteriors (Typical) shelves levations for 4' toe Corridor 15l I'-444' L 5 SHELVES CABINET f A3.3 314' = 1'-0' rl CABI NET SECTION A3.3 314' = r-o' Suspended acoustical file celling. Height as shown on Interior elevations lastic laminate fosure panel elling height 14' plywood construction elamine covered Interiors, lastic laminate - Exteriors (Typical) 4justable shelves w/ �cess pilasters strip w/ locking clipsl all construction as eted on the drawing ull overlay door cabinet design ?) hinges per door tainless steel wire pulls -curely anchor cabinets wall blocking (typical) olid surface ire pulls, typical all cabinets rawer body: 518' Melamine sides V back; 314' sub -front: '4' Melamine housed bottom 14' plywood construction elamine covered interiors, lastic laminate - Exteriors (Typical) ull overlay door cabinet design ') hinges per door " plywood toe space with base 'roject No. 14037.00 A303 61312015 8:47:56 AM ...\cd\A3.3 Cabinet Sections.dgn © 2015 BHIPK Architects, Inc. b Wei CABINET SECTION A3.4 314' = 1'-0' s CABINET SECTION A3.4 3/4' = /'-0' Secure metal studs to structure above Brace as required —Suspended acoustical ceiling 5/8' Gypsum board on 3 5/8' metal studs Plastic laminate on 3/4' plywood Solid surface Plastic laminate on 3/4' plywood Plastic laminate toe space -cure metal studs to "ucture above ace as required Suspended acoustical ceiling /8' Gypsum board n 3 5/8' metal studs olid surface veroge cooler others, coordinate act opening with ulpment astic laminate on 14' plywood 0 'uspended acoustical file ceiling. Ceiling height EI = 8'-0'* 'lastic laminate ;losure panel 3/4' plywood construction Melamine covered interiors, Plastic laminate - Exteriors (Typical) Adjustable shelves w/ recess pilasters strip w/ %4' locking clips) Wall construction as noted on the drawing �c Full overlay door cabinet design (2) hinges per door Stainless steel wire pulls Solid surface counter top and backsplash w/ Integral sink 9stic laminate on 3/' plywood exposed surfaces �c movable panel 2 CABINET SECTION A3.4 3/4' = I'-0' CABINET SECTION A3.4 3/4' = 1'-0' metal studs to ire above as required pended acoustical ceiling 3ypsum board 5/8' metal studs nt light fixtures refer to electrical drawings >olld surface °lastic laminate on 3/4' plywood /2' Tempered glass id justable shelf lastic laminate 1e space 8 CABINET SECTION A3.4 3/4' = I'-0' bi io CABINET SECTION A3.4 3/4' = I'-0' 3 CABINET SECTION A3.4 3/4' = 1'-0' >olld surface InPro rigid sheet 405-0370 French Roast on plywood, butt joint and caulk seams with caulk to match Plastic laminate on 3/4' plywood 'lastic laminate Solid surface InPro rigid sheet 405-0370 French Roost on plywood, butt joint and caulk seams with caulk to match Plastic laminate on 3/4' plywood �curely anchor cabinets wall blocking (typical) lastic laminate on 3/4' plywood Ire pulls, typical all cabinets rawer body: 5/8' Melamine sides 7d back; 3/4' sub -front: '4' Melamine housed bottom 14' plywood construction °la mine covered interiors, 'astic laminate - Exteriors (Typical) ' plywood toe space with base 9 CABINET SECTION A3.4 3/4' _ /'-0' CABINET SECTION Q3,4 3/4' = 1'-0' v 4 SHELVES CABINET A3.4 3/4' = I'-0' illd surface o rigid sheet -0370 French Roost ilywood, butt joint caulk seams with k to match Plastic laminate Solid surface InPro rigid sheet 405-0370 French Roast on plywood, butt joint and caulk seams with caulk to match Provide a 6' dia opening In counter top Plastic laminate on 3/4' plywood �2 CABINET SECTION A3.4 3/4' = I'-0' Ceiling height El--0' - _ _ - rteel wire pulls )ad construction ^overed Interiors, minute - Exteriors (Typical) ocker hardware cks ML1710MK or equal ;r 00) irdware.com 'rovide a 10' dlo oening In counter (plcal(2) ire pulls, typical all cabinets /4' plywood construction elo mine covered Interiors, lastic laminate - Exteriors (i 5 NOT USED A3.4 3/4' = I'-0' Ceiling hgt 8' 0' Microwave shelf verify with microwave Solid surface counter w/ 4'backsplash 13 SECTION T HRU MICROWAVE CABINET A3.4) 314" _ P - 0" Project No. 14037.00 A3 04 61312015 8:47:56 AM ...\cd\A3.4 Cabinet Sections.dgn ©2015 BH/PK Architects, Inc. I Project No. 14037.00 ©2015 BH/PK Architects, Inc. I 61312015 8:47:58 AM ...\cd\A4.0 Sectlons.dgn PIERNNCE 45 Provide R-19 Batt Insulation for continuously Insulated building envelope tongue and groove soffit to match existing tongue and groove fcscla on 2x wood framing to match existing 112' painted sand float finish stucco �l (2) layers 1' rigid fall faced Insulation on 3 518' metQJ studs with Existing wood truss framing to remain Remove lower portion of shakes to accommodate low slope roofing Extend base flashing up under shakes and underloyment, seal watertight 4' cant strip Low slope roofing on tapered rigid Insulation minimum 114' per foot slope R-20 Remove lower portion of shingles, extend low slope roofing up under shingle underlayment. Seal watertight Roof droln, refer roof plan 518' gypsum board and framing �— Existing column beyond / ------------------------------ i---i Remove existing truss overhang, fascia and soffit to extent shown 518' gypsum board on 3 518' metal studs at 16' oc. Refer reflected ceiling plan \_2x Roof framing Backllt sky panel Remove existing face brick K Base Extend rating to underside of deck. inflll with fire sofIng insulation as required Existing Batt Insulation augment as required for continuously Insulated building envelope minimum R-19 Existing Truss B Existing gypsum membrane. Patch as required Reply Typh Exi, rem rep( Lay -In acoustical ceiling r K Prop retu ALu fro 112 fin! 12' unij 6' c Pat as 518' gypsum board /layer rigid insulation — (2) layers rlgld insulation 518' gypsum board on 3-518' metal stud ceiling (2) edge beads and caulk at gypsum board corner Existing structure to remain Soffit on Ix firring. Match existing Existing header 3-518' metal studs at 16'o.c. Provide sealant and backer rod between soffit Y channel and stucco 112' stucco on 12' He beam. Project No. 14037.00 A461 © 2015 BH/PK Architects,© 2015 BH/PK Architects, InCI 61312015 8:48:01 AM _Acd\A4.1 Sectlons.dgn F, ®RM''A For J�erz 114' clear h glazing Glass stop Holloow met frame Door. Refer schedule I -}-,-I L - - - I. -.-1-. 114' clear tempered Glass stoF Holloow m frame Painted break metal reciever to match hollow metal frame DOOR FRAME/SI DELIGHT /PART I T ION DETAIL 2 SI DELI GHT / PARTITION DETAIL 311= /'-01 �-23.= V_0e EXISTING WINDOW I NFI LL DETAIL 3'= /'-0' Patch and repair concrete floor as required Existing concrete masonry and brick wall 518' gypsum board and 1-518' metal studs. Line of gypsum board above ................ - - -------- F.,r J 518' gypsum board and 3 518' metal stud inflll. Remove interior window sill (If any) WALL NICHE DETAIL 3'= /'-0' Resilent floor finish - 3/4' tongue & groove plywood subfloor Eased edge as — shown 314' poplar fascia 7 2x Dimension lumbe at 1'-4'o.c. 2x blocking and flc anchor Ix pointed poplar cap with eased edges Marble threshold with beveled edges 1 Edge beaod and caulk masonry 6 oconcrete unit l with 2x blocking mortar Extend membrane 518'gypsum board on up face of curb 3 5/8' metal studs at as showm I'-4' on center Shower pan detail 3'x3'xl/8' TS column Refer set In concrete as shown. Refer plan for = location ry. 0 int portion of column how slab In bituminous r6 SHOWER CURB DETAIL gting 5 PARTIAL HEIGHT WALL SECTION A4.2 314' = 1'-0' Shingle lapp-' membrane f walls Extend show 8' up walls (l) Layers backer boar Ceramic tile 9 SHOWER DETAIL A4.2 3'= 1'-0' io SHOWER DRAIN DETAIL 5 Bevel 4' Marble threshold See finish plans for location �romlc floor file In set mortor Tower pan opeto drain Justable strainer fishing collar gin body . pressed slab at shower A� 3n- I -ON Tile Continuous sealant Ceramic cove the -Ceramic "Non -Slip" floor tile SLOPE TO SLOPE TO DRAIN DRAIN Cementitious floor underlayment filler sloped to drain Seal membrane underlayment continuous throughout Shower 12 ADA SHOWER DET AL A� 3„ = 1, _ 0„ Bac ana Coordinate w/ rolling door manufacturer Gypsum board on 1-518' on 1 P rigid insulation on 12 concrete masonry units \ ll LOBBY SECT ION ' — A4.2 314' = 1'-0' Floor high points at edge of shower entry door Continuous 112' sealant Marble sill of door Tile I Existing concrete floor Non -shrink grout over cementitious underloyment filler N Back rod and sealant Interior expansion Joint T FIRE DOOR SECTION A4.2 314' = P-O' EXISTING VARIES EXISTING 6' 6" 6" 6V4" a a a 3,000 psi concrete on compacted fill, with 12' long 15 dla.. at termite protection as 24' o.c. alternating required by code sides epoxy into existing slab 13 SLAB REPAIR DETAIL A4.2 I ' - P-0' Project No. 14037.00 A4.2 M M 61312015 8:48:03 AM _AA4.2 Sectlons and Detolls.dgn ©2015 BH/PK Architects, Inc. N �. a- N a- N 0 CO V N 518' gypsum board and 1-518' metal studs. 314' expansion Joint and Joint cover P fall faced rlgld Insulation . . \. JL 00 00 00 00 00 00 00 00 00 00 I I i i 00000 00000 I i I I 00000 O�Q I I 00 00 00 00 00 00 00 00 00 00 Backer rod and sealant 112' stucco, sand float finish Existing brick column 12' concrete masonry I/ EXISTING COLUMN/NEW EXTERIOR WALL DETAIL 3' = 1'-0' 00000 00000 ------------ Backer rod and sealant Match existing mortar Joints ====---�r------------- -Wire anchors Ce every second course, drilled and epoxied into existing masonry. 2 EXISTING WALL INFILL �-'3' = 1'-0' NEW WALL/ EXISTING WALL DETAIL 3' = 1'-0' Match existing brick, attach to masonry wih brick ties 16' O.C. I' rigid fall faced Insulation 518' gypsum board on 3 518' metal studs 00000 00000 00000 00000 00000 00000 4 WALL INTERSECTION AU3„= /'-0„ WALL NICHE DETAIL 3"- 1'-0" ✓/ V IJrF/OU 111 UVVI V UIIU .J ✓/ V ❑ ul VI OI UU Infill. Remove Interior window sill (If any) 00000 0000 00000 0000 C C Q C U U y� O N 00 U oCq M O � a, t� b N U 4 � Z MM O 0 4 U F-y cowwa 0 o v � as ti e x w � w o Q COO r___4 .r.4 N G� 0 C'd O w t C • O ?�1 N � roject No. 14037.00 A4,93 2015 BH/PK Architects, Inc. 61312015 8:48:04 AM _Acd\A4.3 Detolls.dgn CO o � ' N v � o �i o � 6,0 0 DOOR TYPES Type A Type B Type C Type D Type E FLUSH ALUMINUM VISION LITE FULL LITE ROLLING DOOR/ STOREFRONT FIRE SHUTTER Type DJ FULL LITE Temperd Glazing FRAME TYPES 18'-4 Z .. Door Width .. Z Door � Type F Glass Shower Door 6'-B' Field Verify 'Fire Light' ........ Gloss 6' 2' 61-0" TYPE A TYPE B TYPE C 4' TYPE D TYPE E HOLLOW METAL ALUMINUM STOREFRONT HOLLOW METAL EXTERIOR HOLLOW METAL ALUMINUM STOREFRONT W/ TINTED GLAZING 6'-8' 0 Door Width 1/4' Clear tempered glazing WINDOW 101-81 4 Equal Spaces TYPE A ALUMINUM STOREFRONT to TYPE K INTERIOR ALUMINUM SLIDING TRANSACTION WINDOW TYPES ti 1/4' clear tempered Glazing 'v 1/4' Clear tempered glazing TYPE L HOLLOW METAL INTERIOR BORROWED LITE .o 5 Equal Spaces fi TYPE B ALUMINUM STOREFRONT b ti mno TYPE H HOLLOW METAL WITH SIDELIGHTS 6'-B' Field Verif, FM TYPE M ALUMINUM STOREFRONT 5'-4- 2 Equal Spaces TYPE C ALUMINUM STOREFRONT Door Width 0 A 1- tinted Three equal spaces TYPE I ALUMINUM STOREFRONT TYPE N HOLLOW METAL BORROWED LITE :: IN■I 10=1 iL 3 Equal Spaces TYPE D ALUMINUM STOREFRONT -- Type G Bif old 3'-0' 1 3'-4' TYPE P HOLLOW METAL BORROWED LITE TYPE E ALUMINUM STOREFRONT Tinted Laminated Glazing DOOR SCHEDULE DOOR FRAME REMARKS - CC W 0 o z J ca m Q SIZE � lV W � J Q � Z Z � J Q � Z N Z DETAILS � o zz Q tL = QD HEAD JAMB THRSHLD 100 (2)3'-0'x 7'-0' --- B ALUM KYNAR B ALUM KYNAR 3/A5.1 3/A5.1 3/A5.1 I 101 3'-O'x 7'-0' 134 A HM PAINT C.1 HM PAINT 2/A5.1 2/A5.1 2 102 20 3'-O'x 7'-0' 134' A WOOD STAIN A HM PAINT 1/A5.1 I/A5.1 3 103 - 3'-O'x 7'-0' 134' A WOOD STAIN A HM PAINT I/A5.1 I/A5.1 4 104 20 3'-O'x 7'-0' 134' A WOOD STAIN A HM PAINT I/A5.1 I/A5.1 5 105 20 3'-O'x 7'-0' 134' A WOOD STAIN A HM PAINT I/A5.1 1/A5.1 5 106 20 3'-0'x 7'-0' I314' D WOOD STAIN D HM PAINT --- --- 3 108 -- 3'-0'x 7'-0' --- B ALUM KYNAR E ALUM KYNAR 3/A5.1 3/A5.1 3/A5.1 I 110 20 3'-O'x 7'-0' 13/' A WOOD STAIN A HM PAINT I/A5.1 I/A5.1 5 111 - 3'-O'x 7'-0' I3/' C WOOD STAIN A HM PAINT I/A5.1 1/A5.1 3 112 3'-0'x 7'-0' I3/' A WOOD STAIN A HM PAINT I/A5.1 I/A5.1 3 �* 1130 3'-O'x 7'-0' I3/' A WOOD STAIN A HM PAINT I/A5.1 1/A5.1 3 114 3'-O'x 7'-0' I3/' A WOOD STAIN A HM PAINT I/A5.1 I/A5.1 3 115 3'-0'x 7'-0' I3/' A WOOD STAIN A HM PAINT I/A5.1 I/A5.1 3 116 3'-O'x 7' 0' I314' A WOOD STAIN A HM PAINT I/A5.1 1/A5.1 6 117 3'-O'x 7'-0' 1314' A WOOD STAIN A HM PAINT I/A5.1 I/A5.1 6 118 - 3'-0'x 7'-0' I3/' A WOOD STAIN A HM PAINT I/A5.1 I/A5.1 3 120 20 3'-0'x 7'-0' 134' A WOOD STAIN A HM PAINT I/A5.1 I/A5.1 5 PHASE II 121A - 3'-0'x 7'-0' 134' C WOOD STAIN A HM PAINT 1/A5.1 I/A5.1 7 121E 3'-O'x 7'-0' 134' A HM PAINT C HM PAINT 4/A5.1 4/A5.1 7 122A 3'-O'x 7'-0' I314' A WOOD STAIN A HM PAINT I/A5.1 I/A5.1 5 125 3'-0'x 7'-0' 134' A WOOD STAIN A HM PAINT I/A5.1 I/A5.1 3 124 3'-O'x 7'-0' 134' A WOOD STAIN A HM PAINT I/A5.1 I/A5.1 3 125 3'-O'x 7'-0' I34' A WOOD STAIN A HM PAINT I/A5.1 I/A5.1 4 126 3'-O'x 7'-0' 13/8, A WOOD STAIN A HM PAINT I/A5.1 I/A5.1 5 POCKET DOOR 126A (2) 1'-4'x 7'-0' 138' G WOOD STAIN --- --- PAINT --- -- BIFOLD 128 3'-O'x 7'-0' 1-'14 A WOOD STAIN A HM PAINT I/A5.1 I/A5.1 4 129 3'-O'x 7'-0' I3/" A WOOD STAIN A HM PAINT I/A5.1 1/A5.1 3 130 3'-O'x 7'-0' I3�' A WOOD STAIN A HM PAINT i/A5.1 I/A5.1 6 140 20 3'-0'x 7'-0' I3/" A WOOD STAIN A HM PAINT I/A5.1 1/A5.1 8 141 3'-O'x 7'-0' 1314 A HM PAINT H HM PAINT --- 6/A5.1 2 142A 3'-0'x 7'-0' I3/" A WOOD STAIN H HM PAINT I/A5.1 1/A5.1 5 142E --- --- --- --- K HM PAINT 143 3'-O'x 7' 0' I3/' A WOOD STAIN A HM PAINT I/A5.1 I/A5.1 6 144A 3'-O'x 7'-0' I314' D WOOD STAIN G HM PAINT 2/A5.1 2/A5.1 6 144B 3'-0'x 7'-0' 1314' A HM PAINT C HM PAINT 4/A5.1 4/A5.1 7 145 2'-O'x 7'-0' 134' A WOOD STAIN A HM PAINT I/A5.1 I/A5.I 4 146 3'-O'x 7'-0' 134' A WOOD STAIN A HM PAINT I/A5.1 1/A5.1 4 I50 3'-O'x 7'-0' 134' B ALUM KYNAR I ALUM KYNAR 8/A5.1 --- 11/A5.1 9 151 I-HR 10'-O'x 8'-0' --- E --- --- --- --- --- 7/A4.2 7/A4.2 --- 2 152 3'-O'x 7'-0' I3/' C WOOD STAIN A HM PAINT 1/A5.1 I/A5.1 3 153A (2) 3'-O'x 7'-0' I3/' C WOOD STAIN A HM PAINT I/A5.1 I/A5.1 10 153B 3'-O'x 7'-0' I3/4' A HM PAINT C HM PAINT 4/A5.1 4/A5.1 2 154a.1 3'-O'x 6'-6' --- F GLASS --- --- --- --- ---- ---- --- I 154o.2 3'-0'x 6'-6' --- F GLASS --- --- --- --- ---- ---- ---- 1 154a.3 3'-O'x 6'-6' --- F GLASS --- --- -- --- ---- ---- 1 155a.1 3'-0'x 6'-6' --- F GLASS --- --- --- --- ---- ---- ---- 1 155o.2 3'-0'x 6'-6' --- F GLASS --- --- --- --- ---- ---- ---- I 155a.3 3'-O'x 6'-6' --- F GLASS --- --- --- --- ---- ---- ---- 1 156a 3'-0'x 7'-0' I3/' D WOOD STAIN J HM PAINT I/A5.1 I/A5.1 5 156b ---- --- --- --- ---- P HM PAINT --- ---- 157 3'-0'x 7'-0' 1314' D.1 WOOD STAIN A HM PAINT I/A5.I I/A5.1 5 158 3'-O'x 7'-0' 1-'14 A WOOD STAIN A HM PAINT 1/A5.1 I/A5.1 4 159a 3'-0'x 7'-0' I314' D.1 WOOD STAIN J HM PAINT 1/A5.1 I/A5.1 5 159E --- --- --- --- --- N HM PAINT 2/A5.1 2/A5.1 159C --- --- --- --- --- N HM PAINT 2/A5.1 2/A5.1 SCHEDULE REMARKS AND ABBREVIATIONS 20 20 minute fire rated door, frame and hardware 45 34 hour label fire rated door, frame and hardware 90 I%2' hour label fire rated door, frame and hardware ALUM Aluminum storefront system HM Hollow metal frame NOTES' N Partially frosted opaque glass shower door, Refer to Elevations. Field verify width of shower stall prior to fabrication. 2) Rolling fire shutter/ security door. HARDWARE SETS SET •1 Cylinder only, remainder by Aluminum Storefront Supplier SET'2 Rim Panic Device with exterior to allow unlatching and latching Ball Bearing Hinges Closer Weather Stripping Threshold Door Sweep SET '3 SET '5 Passage set Office Lock Hinges Hinges Silencers Silencers Provide closer on all - Provide closer on all fire rated doors. fire rated doors. SET '4 SET s6 Storeroom Lock Privacy Lock Hinges Hinges Silencers Silencers SET 17 Fixed Set Hinges Electric Strike w/ Button Activator Closer Silencers SET s8 Rim Panic Hinges Silencers Closer SET *9 ® F Cylinder 0 Card Reader Gj, O Mog Lock r© Relay Remainder of hardware by Aluminum rtf o u ; SET s10 0 T ; Vertical Rod Exit Devices with trim to i�; ching Hinges Closers R Silencers Project No. 14037.00 A590 ©2015 BH/PK Architects, Inc. 61312015 8:48:06 AM ...\A5.0 Schedules and Details.dgn ---- Lie HEAD Refer to pertItlon types Double studs Hollow metal frame Door refer to door schedule 3 5/8' stud track Hollow metal frame Door refer to door schedule r, Refer odule .frame b J a lung Glass stop Caulk all around typical Double stud at jamb Transom or Side Life If Applicable INTERIOR HOLLOW METAL DETAIL Single layer %' gypsum wallboard on each side of stud attached with I' type 'S' drywall screws — 3-%' metal studs @ P-4' O.C. —� A % NON_RATED METAL FRAME HEIGHT: Gypsum board extends to 4' above finish ceiling. Single layer %' type 'X' gypsum wallboard on each side of stud attached with I' type 'S' drywall screws spaced @ 8' O.C. along edge of board and 12' O.C. In field of board. Extend and seal partition to underside of existing header. Caulk all edges per U.L. descriptions. A' metal studs @ I'A' O.C. Acoustic attenuation or thermal Insulation bait —� V ONE HOUR FIRE RATED METAL FRAME W-•U465) NOTE: Pack any voids solid with safing Insulation. Coat Insulator with gypsum drywall compound. Patch/repolr soffit — material as required. Extend as shown Grout frame full Tinted laminated glazing Single layer %' gypsum wallboard on each side of stud attached with I' type 'S' drywall screws — 3%-metal studs 0 I'-4' O.C. Acoustic off enuation bait 518'Gypsum board on 1-5/8' metal studs over P rigid Insulation P.T. Blocking OYF Sealant all around both sides I I I I — — — I I I I I I I I I I I I I ` Hollow metal frame grouted full w/ 'T' anchor. Use expansion anchor at concrete columns 1/2' painted stucco EXTERIOR HOLLOW METAL FRAME AT STUCCO v NON RATED METAL FRAME HEIGHT: Extend and seal gypsum board and metal framing to underside of gypsum board membrane on the bottom of trusses or bottom of opening above. Single layer Y8' type 'X' gypsum wallboard on each side of double stud wall attached with I' type 'S' drywall screws spaced v 8' O.C. along edge of board and 12' O.C. in field of board. Extend and seal partition to underside of existing header. Caulk all edges per U.L. descriptions. 3y8' metal studs a I'-4' O.C. Acoustic attenuation or �\ thermal Insulation bott ONE HOUR FiRE RATED I METAL FRAME (UL.'U465) NOTE: Pack any void solid with safing insulation. Coat insulation with gypsum drywall compound. Y8' gypsum wallboard on one side of stud attached with P type 'S' drywall screws. Extend gypsum board 4' above finish ceiling. 3%' metal studs Le I'A' O.C. v C NON RATED ONE SIDED METAL FRAME 1' gypsum board - ' gypsum board 2%2' channel stud. Construct as described In ULs469 ONE HOUR FIRE RATED METAL FRAME W.L.911469) NOTE: Pack void at metal deck flutes solid with safing insulation. Coat Insulation with gypsum drywall compound. Painted stucco on 12' concrete masonry unit Y gsy sum board on l metal studs over P rigid faced Insulation Lintel see structural drawings P.t. wood blocking Sealant w/backer rod both sides Aluminum storefront door Y gsy sum board on 1 metal studs over P rigid faced Insulation if called for P.t. wood blocking Sealant w/backer rod Aluminum storefront window Sealant w/backer rod Painted stucco on 12' concrete masonry unit Wm ront door wm threshold mestic 3 t X I t HI UH S I UHL F HUN I W/ S I U(; ('U A5.1 3" = 1'-0" 5/8' gypsum wallboard Patch/repair soffit material as required. Extend as shown Glass stop Tinted laminated glazing at transom -xlsting interior 'finish, patch as equired allow metal rome Grout full Existing interior finish. patch as required Sealant all around Hollow metal frame with expansion anchors routed full Ar I Backer rod and 2' sealant 0'1. Existing brick EXTERIOR HOLLOW METAL FRAME AT EXISTING BRICK fasten with P type 'S' ' cementitious file backer board. 5 drywall screws / cementitlous the backer board on both Thinset ceramic tile. Refer to sides of studs. Single layer type X 1 5/8' metal studs g y %p yP � gypsum wallboard on each side of stud finish schedule. attached with I type 'S drywall screws spaced @ 8 O.C. along at 1' 4' on center 5 Thinset ceramic file (typical). edge of board and 12' O.C. in field of board. Extend and seal 3/' galvanized metal studs Refer to finish schedule. partition to underside of roof deck. Caulk all edges per � I'-4' O.C. P 9 Y8' gypsum wallboard, moisture 3%' galvanized metal studs U.L. descriptions. Existing 8' resistant in wet conditions v I'A' O.C. 3%' metal studs v I'-4' O.C. CMU and Acoustic attenuation or Acoustic attenuation or or brick veneer thermal insulation butt thermal insulation butt Acoustic attenuation f thermal insulation butt EXISTING MASONRY One Hour Fire Roted UL U907 HEIGHT: Extend g psum board and framing 4' above ceiling on one side and to the deck on the other.Refer to detail v NON RATED METAL FRAME FOR TILE FINISH IN SHOWERS HEIGHT: If the does not extend full height of wall, backer board transitions to moisture resistant 5/8' gypsum wallboard above wainscot. Gypsum board extends and seals to underside of gypsum membrane on bottom of trusses v NON RATED METAL FRAME FOR TILE FINISH IN SHOWERS HEIGHT: If til not extend full h i ht f wall backer board e does o e e d e o bac e 9 transitions to moisture resistant 5/8' gypsum wallboard above wainscot. Gypsum board extends to 4' above finish ceiling Refer to elevations and or finish schedule for height of tile. V ONE HOUR FIRE/SMOKE RATED METAL FRAME (UL `U465) NOTE: Extend wall up to highest layer of roof sheathing. Seal tight to sheathing with fire caulk. Seal all structural penetrations tight with fire caulk. Lyndon T. Pollock Registered Architect AR0006747 Project No. 14037.00 A501 61312015 8:48:07 AM -AA5.1 Door Window Detolis.dgn © 2015 BH/PK Architects, Inc. N N I o v N o B r e a s 0 N O N v= �I �1 N O N CID O O ' N O rt . O o � 0 Project No. 14037.00 A6.0 © 2015 BH/PK Architects, Inc. 61312015 3:09:19 DM ...\A6.0 Floor Finishes Plan.dgn l 1 1 1 -1 _..-- --- '- C\j I s. 6 Printed Window Treatment Solar Shade with 5% filtering and clutch chain Contractor to measure for exact size Provide shop drawings for approval Hiles Curtain Specialties. 813 886 5464. Window Treatment Solar Shade with 5% filtering and clutch chain color bone Code: WT-1 Window Treatment Solar Shade opaque and clutch chain color bone Code: WT-2 ENLARGED TOILET ROOM PLAN Corridor Benches by others WT-1 WT-1 WALL FINISH PLAN A6.1 118•-I'-O' WT-2 Existing to remain WALL FINISH LEGEND PAINT Paint Manf: Sherwin Williams Prod: Harmony B9W951 Color: SW7038 Tony Taupe Finish: Eggshell Supplier: Contractor Location: Refer Plan Code: P-1 PAINT Paint Manf: Sherwin Williams Prod: Harmony B9W951 Color: SW6229 Tempe Star Finish: Eggshell Supplier: Contractor Location: Refer Plan Code: P-2 PAINT Paint Manf: Sherwin Williams Prod: Harmony B9W951 Color: SW6178 Clary Sage Finish: Eggshell Supplier: Contractor Location: Refer Plan Code: P-3 PAINT P-4 Provide Semi Gloss Brick Sealant PORCELAIN WALL TILE Manufacturer: Ceramic Technics Ltd Style: Napoli Stone Mill Travertine Color: White- Polished Tile Size: 12x24 Grout: Starquartz Quartzlock 267 Sandstone Grout Joint Size 118' Location: Refer to Plan Supplier: Contractor Code: PT-1 PORCELAIN WALL TILE Manufacturer: Ceramic Technics Ltd Style: Napoli Stone Mill Travertine Color: Greige Polished Tile Size: 12x24 Grout: Starquartz Quartzlock 267 Sandstone Grout Joint Size 118' Location: Refer to Plan Supplier: Contractor Code: PT-2 GLASS TILE Manufacturer: Trinity Tile Style: OX02JSILVI212 Contact: Dick Patrick 404-509-8568 Grout: Starquartz StorGloss 700 Silver Argent Grout Joint Size 118, Location: Refer to Plan Supplier: Contractor Code: GT-3 PLASTIC LAMINATE Cabinets Manf: Wilsonort Prod: D495K-18 Color: Coffee Bean Finish: 18 Supplier: Contractor Location: Refer to Plan Code: PL-1 SOLID SURFACE Countertop Manf: Staron Prod: Tempest Color. FC116 Confection Supplier: Contractor Location: See Plan Code: SS-1 Project No. 14037.00 A601 © 2015 BH/PK Architects, Inc. 61312015 3:09:45 PM ...\cd\A6-1 Wall Finishes Plan.dgn N N Z�!■ ABBREVIATIONS ABV. ABOVE AAV. AIR ADMITTANCE VALVE AFF ABOVE FINISHED FLOOR BOT BOTTOM BV BALANCING VALVE CD CONDENSATE DRAIN CID CHROME PLATED CLG CEILING CO CLEANOUT CW COLD WATER DN DOWN D DRAIN DW DISHWASHER W/DST WITH DEEP SEAL TRAP EWH ELECTRIC WATER HEATER FCO FLOOR CLEANOUT FD FLOOR DRAIN FL FLOOR FS FLOOR SINK GCO GRADE CLEANOUT GPF GALLONS PER FLUSH GPM GALLONS PER MINUTE GV GATE VALVE HB HOSE BIBB HW HOT WATER INV INVERT (VERIFY IN FIELD) MAX MAXIMUM MIN MINIMUM PD PUMPED DISCHARGE RCP HOT WATER RECIRCULATOR RD ROOF DRAIN S SANITARY SD SHOWER DRAIN ST STORM WATER PIPING S.ST. SECONDARY STORM WATER PIPING W/TPC WITH TRAP PRIMER CONNECTION TWC THERMOSTATIC WATER CONTROLLER TYP TYPICAL LION UNLESS OTHERWISE NOTED V VENT VTR VENT THRU ROOF VIF VERIFY IN FIELD W WASTE W/DST WITH DEEP SEAL TRAP WCO WALL CLEANOUT WH WALL HYDRANT ISOMETRIC SYMBOLS t I if WATER CLOSET I r URINAL LAVATORY WALL CLEANOUT FLOOR CLEANOUT FLOOR DRAIN WITH TRAP GUARD CONNECTION AND DEEP SEAL TRAP PIPING EXISTING COLD WATER PIPING - - EXISTING SANITARY PIPING -2 EXISTING VENT PIPING EXISTING PIPING AND/OR FIXTURES SHALL BE REMOVED •�� NEW CAPPED AND/OR PLUGGED PIPING BELOW EXISTING - - - - - - - - -z FLOOR SLAB AT MAINS, LEAVE NO DEAD ENDS TERMINATING AT A DEVELOPED LENGTH OF 2'-0" OR MORE NEW SANITARY AND/OR WASTE PIPING 2-------------i NEW VENT PIPING 2------� NEW COLD WATER PIPING t--------2 NEW HOT WATER PIPING �A 2-- _ _� HAMMER ARRESTOR (PDI SIZE INDICATED) 2 CD -2 CONDENSATE DRAIN 2- ST -2 NEW PRIMARY STORM WATER PIPING 2 NEW SECONDARY STORM WATER PIPING CLEANOUT IN FLOOR FLOOR DRAIN FLOOR SINK NEW PRIMARY STORM ROOF DRAIN NEW SECONDARY STORM ROOF DRAIN Iz. WALL CLEANOUT EXPOSED �- - 5 VALVE IN RISER ---�---q DIRECTION OF FLOW 2----r ---t TOP CONNECTION, 45 OR 90 DEG. z--- x --t BOTTOM CONNECTION, 45 OR 90 DEG. �-- 7 ----t SIDE CONNECTION �- -0----1 DROP IN PIPING t----�---� RISE IN PIPING 2---�¢�--2 BALL VALVE z-- --� HOSE BIBB 2-- - EXTERIOR WALL HYDRANT IN RECESSED BOX POINT OF INTERFACE BETWEEN CONTRACTORS PLUMBINGJ"" CIVIL `4*1 POINT OF NEW CONNECTION `Q POINT OF DEMOLITION NOTE: THESE ARE STANDARD SYMBOLS AND GENERAL NOTES AND MAY NOT ALL APPEAR ON THE PROJECT DRAWINGS HOWEVER WHEREVER THE SYMBOL APPEARS ON THE PROJECT DRAWINGS, THE ITEM SHALL BE PROVIDED AND INSTALLED. PLUMBING FIXTURE SCHEDULE MARK ITEM COLD WATER HOT WATER SANITARY AW TOR �I VENT WATER CLOSET: AMERICAN STANDARD CADET 3 #2832.128 FLOOR MOUNTED ELONGATED BOWL, VITREOUS CHINA, TWO PIECE TOILET 12" ROUGH, (FULL FLUSH 1.6 GPF ) WC TRIP LEVER SHALL BE INSTALLED ON WIDE SIDE OF TOILET ROOM 1/2' - 3" 2" SEAT: BEMIS MODEL #3155C. COMMERCIAL SOLID ELONGATED PLASTIC OPEN FRONT WITH COVER SUPPLY: BRASSCRAFT 1/2" X 3/8" X 12" CHROME PLATED FLEXIBLE SUPPLY WITH 1/4 TURN STOP COLOR BY ARCHITECT WATER CLOSET: AMERICAN STANDARD CADET 3 #2835.128 RIGHT HEIGHT FLOOR MOUNTED ELONGATED BOWL, VITREOUS CHINA, TWO PIECE TOILET (COVER LOCKS ONLY FOR EXTERIOR TOILETS) 12" ROUGH (FULL FLUSH 1.6 GPF ) WCH TRIP LEVER SHALL B INSTALLED ON WIDE SIDE OF TOILET ROOM 1/2" - 3" 2" SEAT: BEMIS MODEL #3155C. COMMERCIAL SOLID ELONGATED PLASTIC OPEN FRONT WITH COVER SUPPLY: BRASSCRAFT 1/2" X 3/8" X 12" CHROME PLATED FLEXIBLE SUPPLY WITH 1/4 TURN STOP COLOR BY ARCHITECT URINAL: AMERICAN STANDARD TRIMBROOK 6561.017, SIPHON JET FLUSH ACTION, WALL MOUNTED, TOP SPUD, VITREOUS CHINA, LOW CONSUMPTION (1.0 GPF) FLUSH VALVE: ZURN #Z6003AV URH INSTALL LIP AT 17" HIGH ABOVE FINISHED FLOOR 3/4" _ 2" 2" CARRIER: ZURN Z1222 WITH LOWER BEARING PLATE REFER TO ARCHITECTURAL DRAWING FOR MOUNTING HEIGHTS LAVATORY: OWNER FURNISHED PLUMBING CONTRACTOR SHALL ROUGH FOR, INSTALL AND CONNECT LAV FAUCET: SYMOONS S-20-2-1.5 SINGLE HANDLE CENTERSET, WITH METAL POP UP DRAIN (OFCI) TRAP: ZURN 1-1/4" X 1 1/2" CHROME PLATED 17 GAUGE P TRAP WITH CLEANOUT 1/2" 1/2" 2" 2" SUPPLIES: BRASSCRAFT 1/2" X 3/8" X 12" CHROME PLATED FLEXIBLE SUPPLIES WITH 1/4 TURN STOPS LAVATORY: AMERICAN STANDARD LUCERN # 0355.012 WALL MOUNTED VITREOUS CHINA 20" X 18" VITREOUS CHINA, 4" CENTERS, FRONT OVERFLOW, FAUCET: SYMOONS S-20-2-1.5 SINGLE HANDLE CENTERSET, WITH GRID DRAIN LAVH TRAP: ZURN 1-1/4" X 1 1 2" CHROME PLATED 17 GAUGE P TRAP WITH CLEANOUT 1/2" 1/2" 2" 2" SUPPLIES: BRASSCRAFT 1/2 X 3/8" X 12" CHROME PLATED. FLEXIBLE SUPPLIES WITH 1/4 TURN STOPS CARRIER: ZURN Z1231 CCONCEALED ARM CARRIER INSULATE WASTE AND WATER SUPPLIES BELOW LAVATORY WITH TRUEBRO PIPE INSULATION LAVATORY: OWNER FURNISHED PLUMBING CONTRACTOR SHALL ROUGH FOR, INSTALL AND CONNECT VITREOUS CHINA, 4" CENTERS, FRONT OVERFLOW, FAUCET: SYMOONS S-20-2-1.5 SINGLE HANDLE CENTERSET, WITH GRID DRAIN LAV-1 TRAP: ZURN 1-1/4" X 1 1/2" CHROME PLATED 17 GAUGE P TRAP WITH CLEANOUT SUPPLIES: BRASSCRAFT 1/2" X 3/8" X 12" CHROME PLATED FLEXIBLE SUPPLIES WITH 1/4 TURN STOPS 1/2" 1/2" 2" 2" (OFCI) CARRIER: ZURN Z1231 CCONCEALED ARM CARRIER INSULATE WASTE AND WATER SUPPLIES BELOW LAVATORY WITH TRUEBRO PIPE INSULATION SINK: OWNER FURNISHED PLUMBING CONTRACTOR SHALL ROUGH FOR, INSTALL AND CONNECT SK FAUCET: CHICAGO FAUCET 895-317-GN1A-E3-E2805-5 1/2„ 1/2" 2„ 2" (OFCI) STRAINER: ZURN Z8739-PC FLAT STRINER TRAP: ZURN Z8702-PC 1-1/2" X 1 1/2" CHROME PLATED 17 GAUGE P TRAP WITH CLEANOUT SUPPLIES: BRASSCRAFT 1/2" X 3/8" X 12" CHROME PLATED FLEXIBLE SUPPLIES WITH 1/4 TURN STOPS SINK: COUNTERTOP, ELKAY LRAD2022 SINGLE COMPARTMENT 19-1/2" X 22" X 6-1/2" 3 HOLE DEEP 18 GAUGE STAINLESS STEEL SK-1 FAUCET: ELKAY LK1000CR CHROME PLATED SINGLE LEVER KITCHEN FAUCET DRAIN: ELKAY # LK 35B SERIES BASKET STRAINER 1/2' 1/2' 2" 2" TRAP: ZURN 1-1/2" X 1 112" CHROME PLATED 17 GAUGE P TRAP WITH CLEANOUT SUPPLIES: BRASSCRAFT 1/2 X 3/8" X 12" CHROME PLATED FLEXIBLE SUPPLIES WITH 1/4 TURN STOPS SINK: ELKAY DLR332210PD COUNTERTOP DOUBLE COMPARTMENT 33" X 22" X 10-1/2" DEEP 18 GAUGE STAINLESS STEEL FAUCET: ELKAY LK1000CR CHROME PLATED SINGLE LEVER KITCHEN FAUCET SK-2 STRAINER: ZURN Z8741 STAINLESS STEEL HEAVY DUTY BASKET STRAINER TRAP: ZURN Z8702-PC 1-1/2" X 1 1/2" CHROME PLATED 17 GAUGE P TRAP WITH CLEANOUT 1/2" 1/2" 2" 1-1/2" CONTINUOUS WASTE: ZURN Z8753 1-1/2" 20 GAUGE SUPPLIES: BRASSCRAFT 1/2" X 3/8" X 12" CHROME PLATED FLEXIBLE SUPPLIES WITH 1/4 TURN STOPS SINK: ELKAY LTR4622 COUNTERTOP THREE COMPARTMENT 46" X 22" X 7-1/4" DEEP 18 GAUGE STAINLESS STEEL SK-3 FAUCETS: ELKAY LK810HA08T4 WITH WRIST BLADE HANDLES WITH AREATOR. SPOUT SHALL BE CENTERED IN SINK. (2) 1/2" (2) 1/2" 1-1/2 _ STRAINER: ELKAY LK-35-PC STRAINER BASKET TRAP: ZURN Z8702-PC 1-1/2" X 1 1/2" CHROME PLATED 17 GAUGE P TRAP WITH CLEANOUT SUPPLIES: BRASSCRAFT 1/ 2" X 3/8" X 12" CHROME PLATED FLEXIBLE SUPPLIES WITH 1/4 TURN STOPS SHOWER VALVE: SYMOONS TEMPTROL 96-1-151 SH CUWGAN WSH -C124 SHOWER HEAD WITH CHROME ARM, SOLID LEVER HANDLE, 1/2" 1/2" 2" 2" DRAIN: ZURN Z415-S-CP 5" SQUARE CHROME PLATED STRAINER SHOWER VALVE: SYMOONS S-96-300-B30-L-V SH-1 HAND HELD SHOWER, SOLID LEVER HANDLE, 30" SLIDE BAR, DRAIN: ZURN Z415-S-CP 5" SQUARE CHROME PLATED STRAINER 1/2" 1/2" 2" 2" SHOWER: AQUARIUS ONE PIECE ACRYLIC INSTITUTIONAL, ADA COMPLIANT, MODEL MODEL H 4136 BF SH-2 BARRIER FREE SHOWER, WITH FOLD DOWN SEAT AND STANDARD ACCESSORIES, COLOR SELECTION 1/2" 1/2" 2" 2" BY ARCHITECT. SHOWER VALVE: SYMONNS S-96-1-X-LR-151 CUWGAN WSH-C125 SHOWER HEAD WITH CHROME ARM SOLID LEVER HANDLE SINK: COUNTERTOP, ELKAY DAYTON DE115152 SINGLE COMPARTMENT 15" X 15" X 5-1/8" SK-1A FAUCET: CHICAGO FAUCET 895-317-GN1A-E3-E2805-5 DRAIN: GRID WITH 1-1/4" CHROME PLATED TAILPIECE 1/2" 1/2" 2" 2" TRAP: McGUIRE 1-1/4" X 1 1/2" CHROME PLATED 17 GAUGE P TRAP WITH CLEANOUT SUPPLIES: BRASSCRAFT 1/2" X 3/8" X 12" CHROME PLATED FLEXIBLE SUPPLY WITH 1/4 TURN STOPS ELECTRIC WATER COOLER: ELKAY #EZSTL8C BI-LEVEL WALL MOUNTED, STAINLESS STEEL TOP WITH FRONT AND SIDE PUSH PADS, BUBBLER WITH FLEXIBLE ANTI -MICROBIAL FLEXIBLE ANTI -MICROBIAL SAFETY BUBBLER 1/2' - 2" 1-1/2 EWC TRAP: ZURN 1-1/4" "X 1 1/2" PVC SCHEDULE 40 WITH CLEANOUT WASTE: ZURN 1-1/4 x 1-1/4" PVC SCHEDULE 40 END OUTLET WASTE SUPPLY: ZURN 1/2" X 3/8" X 12" CHROME PLATED FLEXIBLE SUPPLY WITH WHEEL HANDLE STOP CARRIER: ZURN Z1225 BI-LEVEL FLOOR MOUNTED WALL CARRIER REFER TO ARCHITECTURAL DRAWING FOR MOUNTING HEIGHTS ELECTRIC WATER COOLER: ELKAY #LZSTL8WSSK BI-LEVEL WALL MOUNTED, BOTTLE FILLER, STAINLESS STEEL TOP WITH FRONT AND SIDE PUSH PADS, BUBBLER WITH FLEXIBLE ANTI -MICROBIAL, ALL STAINLESS STEEL FLEXIBLE ANTI -MICROBIAL SAFETY BUBBLER 1/2" - 2„ 1-1/2 EWC_1 TRAP: ZURN 1-1/4"X 1 1/2" PVC SCHEDULE 40 WITH CLEANOUT WASTE: ZURN 1-1/4"x 1-1/4" PVC SCHEDULE 40 END OUTLET WASTE SUPPLY: BRASSCRAFT 1/2" X 3/8" X 12" CHROME PLATED FLEXIBLE SUPPLY WITH WHEEL HANDLE STOP CARRIER: ZURN Z1225 BI-LEVEL FLOOR MOUNTED WALL CARRIER REFER TO ARCHITECTURAL DRAWING FOR MOUNTING HEIGHTS MOP SINK: FLOOR MOUNTED, ONE PIECE STRUCTURAL FIBREGLASS, MUSTEE 63M WITH STRAINER, MOLD IN DRAIN FAUCET: MUSTEE 63,600A SERVICE SINK FAUCET WITH VACUUM BREAKER MS ACCESSORIES: MUSTEE 65.600 MOP HOLDER MUSTEE 65.700 HOSE HOLDER 1/2" 1/2" 3" 2" I MOP SINK SPLASHES: CRANE COMPOSITES GLASBORD PIF #84 IVORY, 7'-0" MINIMUM HEIGHT, AT EACH WALL CONTACTING MOP SINK WASHER MACHINE BOX: 20 GAUGE WHITE POWDER COATED RECESSED MOUNTED WALL BOX, 2" DRAIN 1/2' / 1/2- / 2 2 " WMB OUTLET AND 1/2* HOT AND COLD WATER HOSE BIBBS WITH WATER HAMMER ARRESTORS GUY GRAY MODEL MWB26 IMB ICE MAKER BOX: 20 GAUGE WHITE POWDER COATED RECESSED MOUNTED WALL BOX, 1/2" - - 1/4 TURN VALVE WITH HAMMER ARRESTOR, GUY GRAY MODEL MI81 HA EXTERIOR WALL HYDRANT: BRASS FACE, BOX AND DOOR WITH INTERGRAL VACUUM WH BREAKER - BACKFLOW PREVENTER, 3/4" CONNECTION - FREEZE PROOF 3/4" - - - WOODFORD MODEL#B65 PB, MOUNT 0 18" ABOVE GRADE INTERIOR HOSE BIBB: ZURN Z 1330-SS -BFP STAINLESS STEEL CASING WITH STAINLESS STEEL HB HINGED COVER INTEGRAL VACUUM BREAKER - BACKFLOW PREVENTER, 3/4" 3/4" - - - MOUNT 0 18" ABOVE FLOOR IN A RECESSED WALL BOX. FD FLOOR DRAIN: ZURN Z415S 5" INCH SQUARE NICKALOY TOP STRAINER - SEE OPTIONS, PROVIDE WITH NO -HUB SVCI DEEP SEAL 'P' TRAP, PRO -SEAL TRAPGUARD _ DRAWINGS - FLOOR SINK: ZURN Z-1900-ZN-32 12" SQUARE X 6" DEEP WITH A.R.E. INTERIOR N.B. FRAME SEE SEE FS WITH ALUMINIUM INTERNAL DOME STRAINER, DEEP SEAL TRAP AND 1/2" TRAP PRIMER _ DRAWINGS DRAWINGS _ CONNECTION CONNECT TRAP PRIMER TO NEAREST SINK WCO WALL CLEANOUT: ZURN Z1441 ROUND WITH SMOOTH STAINLESS STEEL COVER, CENTER SCREW, _ _ 4" _ FCO FLOOR CLEANOUT: ZURN Z1400 ROUND ADJUSTABLE SCORIATED NICKEL BRONZE TOP WITH TAPER THREAD. - - SEE DRAWINGS _ ELECTRIC WATER HEATER: A.O. SMITH DVE-120-24 (6) 4000 WATT ELEMENTS, 208/3/60 66.6 AMPS EWH IN DRAIN PAN ON CONCRETE PAN, 10 YEAR WARRANTY OPEN END, 1" PAN DRAIN 1" 1" - AND 3/4" RELIEF PIPE DROP TO FLOOR DRAIN (SEE DETAIL FOR FURTHER INFORMATION) THERMOSTATIC WATER CONTROLLER VALVE: TWC BRADLEY HL80 MODEL S59-3080 DIAL THERMOMETER MINIMUM FLOW 2.0 GPM, MAXIMUM 44 GPM 1" 1" - - 15 PSI DROP WHA WATER HAMMER ARRESTORS: SIOUX CHIEF 660 HYDRA -RESTER COMMERCIAL SERIES PISTON TYPE _ TYPE L COPPER TUBE RCP RECIRCULATOR PUMP: TACO 1400 SERIES HIGH CAPICITY BRONZE MODEL 1/6HP, 115 VOLT, 3/4 _ - - 12 GPM 0 25' OF HEAD WF WATER FILTER: WATTS ANTI -SALE COLD WATER SYSTEMS LEAD FREE OF1465-50 (40 GPM MAX. FLOW 2" - - - DRAWING INDEX PLUMBING P1.0 ABBREVIATIONS, LEGENDS, GENERAL NOTES AND SCHEDULE P2.0 PLUMBING - EXISTING DEMOLITION AND NEW CONSTRUCTION FLOOR PLAN P3.0 PLUMBING SANITARY AND VENT NEW CONSTRUCTION FLOOR PLAN P4.0 PLUMBING DOMESTIC WATER NEW CONSTRUCTION FLOOR PLAN P5.0 PLUMBING DETAILS P6.0 PLUMBING DETAILS P7.0 PLUMBING SANITARY AND VENT RISER DIAGRAM P8.0 PLUMBING DOMESTIC WATER RISER DIAGRAM PLUMBING GENERAL NOTES 1. CONTRACTOR SHALL PROVIDE COMPLETE PLUMBING SYSTEMS AS DETAILED ON THESE DRAWINGS. WORK CONSISTS OF FURNISHING ALL MATERIALS, EQUIPMENT, AND SERVICES REQUIRED FOR COMPLETE SYSTEMS. INCLUDE ANY INCIDENTAL APPARATUS, APPLIANCES, MATERIAL LABOR AND SERVICES NECESSARY TO MAKE NEW WORK COMPLETE IN ALL RESPECTS AND FULLY READY FOR OPERATION. 2. THE PLUMBING CONTRACTOR IS RESPONSIBLE FOR CUTTING AND PATCHING THAT MAY BE REQUIRED DUE TO SCOPE OF WORK. COORDINATE WITH THE GENERAL CONTRACTOR. 3• ALL PLUMBING WORK SHALL BE DESIGNED, INSTALLED, TESTED, AND CLEANED IN ACCORDANCE 4 WWL tXRbVIl eAf@REO?OlgI BMRITARY, WASTE, VENT AND COLD WATER PIPING MAINS FROM THE ACTUAL JOB SITE PRIOR TO SUBMITTING BID. SUBMISSION OF YOUR PROPOSAL SHALL BE CONSTRUED AS INDICATING SUCH KNOWLEDGE. NO ADDITIONAL PAYMENT WILL BE 5, MADE ON CLAIMS THAT ARISE FROM THE CONTRACTOR'S FAILURE TO COMPLY WITH THIS REQUIREMENT. 6. MAKE SUCH OFFSETS AND DEVIATIONS FROM WORK SHOWN ON THE DRAWINGS, AS MAY BE NECESSARY TO FIT THE ACTUAL SPACE CONDITIONS. 7. WHERE VALVES OCCUR ABOVE DRYWALL OR PLASTER OR ARE CONCEALED BEHIND WALLS, THIS CONTRACTOR SHALL FURNISH AND INSTALL ACCESS PANELS. COORDINATE COLOR AND STYLE WITH ENGINEER/ARCHITECT. 8. PROVIDE AND MAINTAIN TEMPORARY CONNECTIONS TO KEEP EXISTING UTILITIES IN SERVICE. ANY SHUT DOWNS ARE TO BE APPROVED BY OWNER'S REPRESENTATIVE. 9. REFER TO THE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND ROUGHING DIMENSIONS OF ALL PLUMBING FIXTURES, DRAINS, ETC. 10. INSTALLER SHALL NOT CUT ANY EXISTING STRUCTURAL MEMBERS WITHOUT FIRST SECURING WRITTEN APPROVAL FROM THE ARCHITECT. 11, PROVIDE DIELECTRIC UNIONS AT ALL CONNECTIONS BETWEEN DISSIMILAR PIPING METALS. 12. FIELD VERIFY ALL EXISTING PIPE SIZES AND INVERT ELEVATIONS PRIOR TO INSTALLATION. 13. PROVIDE ALL SINKS SHALL BE PROVIDED WITH A CLEANOUT. 14. CONTRACTOR IS RESPONSIBLE TO ALSO CHECKING FIELD CONDITIONS PRIOR TO BIDDING AND REPORT ANY PROBLEMS/CONFLICTS TO THE ENGINEER WITHIN 2 DAYS OF DISCOVERY. ANY CHANGES RESULTING FROM CONDITIONS ARISING IN THE FIELD WHICH WERE NOT BROUGHT TO THE ENGINEER'S ATTENTION ARE TO BE MADE BY THIS CONTRACTOR WITH NO ADDITIONAL COST TO THE OWNER. 15. ALL WORK IS TO BE FREE OF DEFECTS IN WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE (1) YEAR FROM DATE OF FINAL ACCEPTANCE. ALL DEFECTS WHICH DEVELOP OR ARE DISCOVERED WITHIN THIS PERIOD SHALL BE REPAIRED BY THE CONTRACTOR TO THE SATISFACTION OF THE OWNER AT NO ADDITIONAL COST TO THE OWNER. 16. UPON COMPLETION OF THE WORK UNDER THIS CONTRACT, THE CONTRACTOR SHALL REMOVE ALL TOOLS, APPLIANCES, SURPLUS MATERIALS, AND SCRAP. ALL IDENTIFIED EXISTING EQUIPMENT TO BE REMOVED SHALL BE TURNED OVER TO THE OWNER. 17. WHEN CONFLICTS OCCUR IN SPECIFICATIONS OR IN THE DRAWINGS, OR BETWEEN EITHER, THE ITEMS OF GREATER QUANTITY OR HIGHER COST SHALL BE PROVIDED. 18. THE CONTRACTOR SHALL COORDINATE WORK WITH OTHER TRADES IN ORDER TO AVOID CONFLICTS. 19. ALL NEW SANITARY, WASTE COLD AND HOT WATER PIPING SHALL BE PER SPECIFICATIONS BELOW. SPECIFICATIONS 1.0 BASIC MATERIAL AND METHODS 1.1 SCOPE OF WORK PROVIDE LABOR AND MATERIALS AS REQUIRED TO PROVIDE A FULLY FUNCTIONING AND COMPLETE SYSTEM AS INDICATED ON DRAWINGS. THESE DRAWINGS ARE DIAGRAMMATIC IN NATURE AND INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS AND EQUIPMENT. FINAL LOCATIONS OF EQUIPMENT SHALL BE FIELD DETERMINED. ALL DISCREPANCIES ON DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT IN WRITING PRIOR TO SUBMISSION OF BIDS. 1.2 GENERAL AND SPECIAL CONDITIONS ALL DIVISION 1 SPECIFICATIONS AND ARCHITECTURAL GENERAL AND SPECIAL CONDITIONS OUTLINED IN THE CONTRACT DOCUMENTS APPLY TO MECHANICAL SYSTEMS. ADDITIONAL, WORK SHALL COMPLY WITH FLORIDA BUILDING CODE (2004 WITH 2O05 REVISIONS), ORDINANCES AND REGULATIONS OF THE LOCAL AUTHORITY HAVING JURISDICTION, NATIONAL FIRE PROTECTION ASSOCIATION AND NATIONAL ELECTRICAL CODE. ALL EQUIPMENT SHALL CARRY THE UNDERWRITER'S LABORATORIES (UL) SEAL WHERE APPLICABLE. 1.3 QUALITY CONTROL UNLESS OTHERWISE NOTED, PROVIDE NEW MATERIALS FREE OF DEFECTS, WHERE NO SPECIFIC WEIGHTS OR GRADES ARE SPECIFIED PROVIDE MATERIALS OF AN ACCEPTED STANDARD WEIGHT AND GRADE ACCORDING TO CODE AND GOVERNING STANDARDS BY ASHRAE, SMACNA, NFPA AND UL. INSTALL ALL EQUIPMENT, PIPING, DUCTWORK AND CONTROLS IN ACCORDANCE WITH CODES, GOVERNING STANDARDS, AND MANUFACTURER'S RECOMMENDATIONS. FIRE PERFORMANCE CHARACTERISTICS OF INSTALLED MATERIALS SHALL BE RATED IN ACCORDANCE WITH ASTM E84. MAXIMUM SMOKE DEVELOPED RATING SHALL BE 50. SUPPLIED EQUIPMENT SHALL BE AS SCHEDULED OR OWNER APPROVED EQUAL IN QUALITY AND PERFORMANCE. 1.4 COORDINATION COORDINATE ALL WORK FOR PROPER LOCATION, POWER, AND UTILITY REQUIREMENTS. SCHEDULE INSTALLATIONS TO AVOID CONFLICT AMONG TRADES. ADDITIONS TO THE CONTRACT FOR COORDINATION AMONG TRADES WILL NOT BE ALLOWED. 1.5 PENETRATIONS, CUTTING AND PATCHING SEAL ALL PIPING PENETRATIONS OF WALLS IN ACCORDANCE WITH ARCHITECTURAL DRAWINGS AND SPECIFICATIONS. PIPING PENETRATIONS OF RATED FLOORS AND WALLS SHALL BE SEALED WITH FIRE STOPPING MATERIAL. FLASH ALL ROOF AND WALL PENETRATIONS IN ACCORDANCE WITH ARCHITECTURAL DRAWINGS. PROVIDE FIRE DAMPERS AT ALL RATED PENETRATIONS. 2.0 PIPING SANITARY, STORM WASTE AND/OR VENT PIPING BELOW FLOOR SLAB: (NO HUB) SERVICE WEIGHT CAST IRON WITH STAINLESS STEEL 302 COUPLINGS (NO FOREIGN MANUFACTURES WILL BE ACCEPTABLE) SANITARY, STORM WASTE AND OR VENT PIPING ABOVE FLOOR SLAB: (NO HUB) SERVICE WEIGHT CAST IRON WITH STAINLESS STEEL 302 COUPLINGS (NO FOREIGN MANUFACTURES WILL BE ACCEPTABLE) WATER PIPING ABOVE FLOOR: TYPE L COPPER VALVES: NIBCO OR EQUAL FULL PORT HOT WATER PIPE INSULATION: 1" FIBERGLASS OWENS CORNING SSL II, ASJ HOT WATER RETURN PIPE INSULATION: 1" FIBERGLASS OWENS CORNING SSL II, ASJ CONDENSATE PIPING BELOW FLOOR SLAB: SCHEDULE 40 DWV PVC (SOLID CORE) CONDENSATE PIPING ABOVE FLOOR SLAB: SCHEDULE 40 DWV PVC (SOLID CORE) PIPE HANGERS: 3/8" THREADED ROD, WITH ADJUSTABLE BAND HANGER WATER HAMMER ARRESTORS: SIOUX CHIEF MANUFACTURING HYDRA -RESTER 600 SERIES OR EQUAL 3.0 SUBMITTALS SHOP DRAWINGS MUST BE SUBMITTED AND APPROVED PRIOR TO ORDERING EQUIPMENT. ENGINEER WILL REQUIRE 10 WORKING DAYS TO REVIEW DRAWINGS. e FoRc-9 2 a .40193 I sj RIO E�N`��� fj \0 [{I G C. MU QUEEN PAW DUNE Project No. 151010 NOT FOR CONSTRUCTION P1,00 Z:\BH_PK Architects\151010 - FH (Zephyrhills) - Wellness Center\Design\151010_P1.0.dwg Monday, February 14, 2011 3:34:45 PM Shawn Jeffrey ®2015 BH/PK Architects, Inc. 0 >r CI 0 W v N EXISTING GC TO REMAIN APPROXIMAT EXISTING 2" WATER TO F -0- CAP EXISTING IN( DOM. WATER SER BELOW GRADE EXISTING 3 TO REMAIN PLUMBING DEMOLITION FLOOR PLAN SCALE: 1 /8"=1'—O" PLUG AND/OR CAP EXISTING 2" W. BELOW FLOOR SLAB (VIF) (TYPICAL) NRD' 440,,, '-�eNSF• c�ti°e .40193 B � r S ' L q G C. NVh6 OWN Project No. 151010 NOT FOR CONSTRUCTION P2.0 Z:\BH—PK Architects\151010 — FH (Zephyrhills) — Wellness Center\Design\151010—P2.0.dwg Monday, February 14, 2011 3:34:45 PM Shawn Jeffrey ,l_V� _6m -Vr /Vt ®2015 BH/PK Architects, Inc. I N u 0 N V N O 11 M O C�V _ N FXISTI ', 4" S DRAIN RFIOW -13" W PLUMBING SANITARY AND VENT- NEW CONSTRUCTION FLOOR PLAN 4" SECOND) H 2" IW 2" I SAW CUT EXISTING FLOOR 2" %' W-DN AS REQUIRED FOR ALL 2" W- NEW PIPING AAV 1-1/2" V-RISE Project No. 151010 NOT FOR CONSTRUCTION P3,0 (D2015 BH/PK Architects, Inc. Z:\BH_PK Architects\151010 — FH (Zephyrhills) — Wellness Center\Design\151010_P3.O.dwg Monday, February 14, 2011 3:34.45 PM Shawn Jeffrey Ell 0 r E2 0 N t cV N N _I_ h_IY'I _ ..L _.' _ _I .. I', 1!•.le �.� .... �.1l�YsY1YYlAYI ILY ulh<m1E11 .. L Y ! ._ i _ . Il. , 1. . I _ 1sY u1.s.lL.11 _ u: � I �iL. yy� �-`—` '- l._ ... I. -- �_ . 1 . � 1 LV .l NEW 2" DOM. WATER SERVICE ((40 GPMRMAX )ITS) (3'-0" MIN. COVER) EXISTING 2" INCOMING DOM, WATER SERVICE TO REMAIN (VIF) z - No - EXISTING EXTERIOR TO REMAIN (TYPICA (VIF) EXISTING 3/4" CW I (VIF) PLUMBIr NEW CC SCALE: 1/8"=1'-O" NOTE: FOR ADDITIONAL WATER PIPE SI; NEW 2" DOM. WATER SERVICE (85 FIXTURE UNITS) (40 GPM MAX.) f-i'-n" mim mvFRl i M" rw nono TO REMAIN (TYPICAL) (VIF) 1/2" CW AND HW OFFSET BELOW EXISTING FLOOR SLAB ;UT EXISTING FLOOR SLAB AS REQUIRED) HW �DROP BELOW EXISTING SLAB 1/2" 0/10-0:17M Project No. 151010 NOT FOR CONSTRUCTION Z:\BH—PK Architects\151010 — FH (Zephyrhills) — Wellness Center\Design\151010—P4.0.dwg Monday, February 14, 2011 3:34:45 PM Shown Jeffrey ama wdra@""a&=-w./vas Q2015 BH/PK Architects, Inc. i 8 0 N INSTALL APPROXIMATLY 12" ABOVE FINISHED FLOOR — EXISTING FLOOR WATER SERVICE INTO BUILDING 2 PIECE FULL PORT BRASS BALL VALVE INCOMING WATER SERVICE FROM BELOW GRADE TO 5'-0" OUTSIDE OF BUILDING (END OF PLUMBING CONTRACT) CREFER TO CIVIL DRAWINGS FOR) CONTINUATION OF PIPING / y� y�\��\ \�� WATERTIGHT PIPE SLEEVE MAIN BUILDING SHUT-OFF VALVENOT TO SCALE I RULE 1: BRANCH LINES OF 20 FEET OR LESS. THE HAMMER ARRESTOR SHOULD BE PLACED AT THE END OF THE BRANCH LINE BETWEEN THE LAST TWO FIXTURES. RULE 2: BRANCH LINES OVER 20 FEET. AN ADDITIONAL HAMMER ARRESTOR (Y) SHOULD BE PLACED AS SHOWN (BELOW). THE ADDITIONAL UNIT PLACED AT THE MIDPOINT OF THE RUN LONGER THAN 20 FEET. THE SUM OF THE FIXTURE UNIT RATINGS OF (X) AND (Y) COMBINED, SHOULD BE EQUAL TO OR GREATER THAN THE DEMAND OF ALL BRANCHES. HAMMER ARRESTOR MAIN LINE or RULE 1 BRANCH LINE UNDER 20 FEET — ARRESTOR STOR ARRESTOR MAIN LINE RULE 2 Y X BRANCH LINE OVER 20 FEET — WATER HAMMER ARRESTOR DETAIL NOT TO SCALE HOT WATER FROM BALL VALVE WATER HEATERS (NORMALLY CLOSED) TEMPERED (HOT) WATER TO ,",,-BUILDING (TEMP. TO BE SET AS PER FULL SIZE IOWNER'S REQUIREMENTS, 110'F) BY-PASS 3 F DIELECTRIC TRIC ID OEI HEAT TRAP (28" DROP) /— BALL VALVE (TYP) FINISHED WALL STAINLESS STEEL FLUSH COVER PLATE WITH SECURING SCREW CLEANOUT TEE WALL CLEANOUT DETAILNOT TO SCALE COUNTERTOP \ ..._ \ \ \ \ \ \ \ \ \ \ 3/8" COLD WATER \ ' SUPPLY FROM SINK / / / / / / / / / / TOE CLEARANCE REFRIGERATOR METAL POWERED COATED 20 GAUGE RECESSED MOUNTED VALVE BOX 1/4 TURN VALVE WITH HAMMER _r • ARRESTOR THRU WALL EXPOSED IN -LINE AQUA -PURE FILTER MODEL AP717 .5 GPM FLOW IN CABINETRY EXPOSED IN -LINE BACKFLOW PREVENTER WATTS SERIES 7 REFRIGERATOR ICE MAKER CONNECTION DETAIL C� COLD WATER FROM MAIN SUPPLY STRAINER BALANCING NOTES CHECK VALVE 1. WITH BALL VALVE CLOSED, SET MIXING VALVE TO DESIRED TEMPERATURE WITH WATER FLOWING FROM TEMPERED WATER LINE. 2. AFTER OBTAINING DESIRED TEMPERATURE, STOP THE WATER FLOW. 3. CRACK THE BALL VALVE SO THAT A SMALL AMOUNT OF WATER IS RETURNED TO THE HOT WATER SOURCE. THIS WILL ALLOW THE MIXING VALVE TO MAINTAIN THE SET TEMPERATURE DURING PERIODS OF NO DRAW. 4. OBSERVE THE TEMPERATURE ON THE DISCHARGE OF THE MIXING VALVE. IF THE TEMPERATURE INCREASES ABOVE THE SETTING IN STEP 1, CLOSE THE BALL VALVE SLIGHTLY OR IF THE TEMPERATURE DECREASES, OPEN IT SLIGHTLY. 5. REMOVE BALL VALVE HANDLE AFTER SYSTEM BALANCED AND TURN OVER TO OWNER WITH BALANCING INSTRUCTIONS. WALL MOUNTED THERMOSTATIC WATER CONTROLLER DETAIL NOT TO �[ EXTERIO1 BRICK FA EXTERIOR RECESSED WALL BOX 18"-2 FROM RECESSED CONC. WALL BOX FRONT EXISTING FLOOR NOT TO SCALE System No. W—L-1054 F Ratings — 1 and 2 Hr (See Items 1 and 3) T Rating — 0 Hr L Rating At Ambient — Less Than 1 CFM/Sq Ft L Rating At 400 F — 4 CFM/Sq Ft SECTION a -a 10R 2 HOUR FIRE RATE WALL PIPI 1. Wall Assembly -- The 1 or 2 hr fire -rated gypsum wallboard/stud wall assembly shall be constructed of the materials and in the manner specified in the individual U300 or U400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following construction features: A. Studs -- Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. lumber spaced 16 in. OC. Steel studs to be min 2-1/2 in. wide and spaced max 24 in. OC. When steel studs are used and the diam of opening exceeds the width of stud cavity, the opening shall be framed on all sides using lengths of steel stud installed between the vertical studs and screw -attached to the steel studs at each end. The framed opening in the wall shall be 4 to 6 in. wider and 4 to 6 in. higher than the diam of the penetrating item such that, when the penetrating item is installed in the opening, a 2 to 3 in. clearance is present between the penetrating item and the framing on all four sides. B. Gypsum Board* -- 5/8 in. thick, 4 ft wide with square or tapered edges. The gypsum board type, thickness, number of layers, fastener type and sheet orientation shall be as specified in the individual U300 or U400 Series Design in the UL Fire Resistance Directory. Max diam of opening is 32-1/4 in. for steel stud walls. Max diam of opening is 14-1/2 in. for wood stud walls. The F Rating of the firestop system is equal to the fire rating of the wall assembly. 2. Through -Penetrants -- One metallic pipe, conduit or tubing to be installed either concentrically or eccentrically within the firestop system. The annular space shall be min 0 in. to max 2-1/4 in. Pipe may be installed with continuous point contact. Pipe, conduit or tubing may be installed at an angle not greater than 45 degrees from perpendicular. Pipe, conduit or tubing to be rigidly supported on both sides of wall assembly. The following types and sizes of metallic pipes, conduits or tubing may be used: A. Steel Pipe -- Nom 30 in diam (or smaller) Schedule 10 (or heavier) steel pipe. B. Iron Pipe -- Nom 30 in. diam (or smaller) cast or ductile iron pipe. C. Conduit -- Nom 4 in diam (or smaller) steel electrical metallic tubing or 6 in. diam steel conduit. D. Copper Tubing -- Nom 6 in. diam (or smaller) Type L (or heavier) copper tubing. E. Copper Pipe -- Nom 6 in. diam (or smaller) regular (or heavier) copper pipe. 3. Fill, Void or Cavity Material* -- Sealant -- Min 5/8 in. thickness of fill material applied within the annulus, flush with both surfaces of wall. At the point or continuous contact locations between pipe and wall, a min 1/2 in. diam bead of fill material shall be applied at the pipe wall interface on both surfaces of wall. (HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC -- FS-One Sealant) *Bearing the UL Classification Mark NG P'ENTRATION DETAIL FLOOR DRAIN WITH TRAP PRIMER CONNECTION EXISTING FLOOR SLAB —t—�=ij=-1---- D NON -SHRINK GROUT DEEP SEAL P TRAP FLOOR DRAIN DETAIL NOT TO SCALE 3/4 "WATER SUPPLY =ROM CEILING "YPSUM WALL METAL STUD � EXTERIOR WALL HYDRANT DETAIL„o„oIC„EJ n nnn TRAP GUARD DETAIL EXISTING FLOOR SLAB n C-- D n D I /i RhM FLOOR SINK DETAIL TRAP (TYPICAL) NOT TO SCALE FLOOR SINK WITH REMOVABLE GRATE AND SEDIMENT BUCKET FLUSH WITH FLOOR D �D ° ° D n D ° -SHRINK GROUT DEEP SEAL P TRAP NOT TO SCALE 0wARD4fo� ��CENSF,G,92r.�� 40193 r �s •4 RIB, OMhM Project No. 151010 NOT FOR CONSTRUCTION P5,0 Z:\BH_PK Architects\151010 — FH (Zephyrhills) — Wellness Center\Des1gn\151010_P5.0.dwg Monday, February 14, 2011 3:34:45 PM Shawn Jeffrey PAW am aDA 33619 2 1-SM Z4t-em V= 02015 BH/PK Architects, Inc. N N N W C14 4 � FLOOR SLAB SAME SIZE AS SEWER UP TO 6" DIA.- LONG SWEEP 1/4 BEND OR COMBINATION "Y" AND 1 /8 BEND (USE REDUCING TYPE WHERE REQUIRED) SEWER MATERIAL AND SIZE AS FLOW CLEANOUT ASSEMBLY COVER FOR DUTY REQUIRED w W Q FLOOR CLEANOUT DETAIL NOT TO SCALE 1�0 /— CLASSROOM ISLAND SINK 2" STUDOR MINI -VENT; OR EQUAL j;ll CHROME PLATED FLAT STRAINER II== 4" MINIMUM ABOVE 11 FIXTURE DRAIN 1-1/2" CHROME PLATED TAILPIECE (2) 1/2" X 3/8" X 12" FLEXIBLE CHROME PLATED LAVATORY SUPPLY (NOT BRAIDED) NEW 1-1/2" X 1-1/2" CHROME PLATED PLATED P TRAP WITH CLEANOUT 2" WASTE-DN CHROME PLATED WHEEL NJ HANDLE STOPS EXISTING FLOOR b• •• � D n. �nD D•• n'D D WATERTIGHT PIPE SLEEVE HOT AND COLD WATER WATER SUPPLY PIPING FROM BELOW SLAB CLASSROOM ISLAND SINK DETAILNOT TO SCALE BALL V NIPPLE REDUCI MOTOR REDUCI NIPPLE BALL V PIPE TI PLANS 1/4" SHUT-OFF COCK UNION TYPE CONNECTION PIPE SO PUMP CAN BE REMOVED FOR SERVICE. 2" DIAL COMPOUND GAGE.. 0-30" HG VACUUM 0-60" PSI PRESSURE IN -LINE CIRCULATING PUMP - SEE SCHEDULE FOR CAPACITY. 1/4" SHUT-OFF COCK GAGE TO BE LEFT SHUT-OFF EXCEPT WHEN ACTUALLY CHECKING SYSTEM PRES. 2" DIAL DISCHARGE GAGE 0-60" PSI PRESSURE CIRCULATING PUMP INSTALLATION DETAIL 3/8" THREADED ROD BEYOND ANCHORED ROOF STRUCTURE (TYPICAL) ADJUSTABLE BAND HANGER HOT -DIPPED GALVANIZED INLET -F- ��f CONNECTION SUSPENDED CEILING Ld INTERIOR STUD WALL INSTALL TIGHT TO WALL AS POSSIBLE INTERIOR HOSE BIBB DETAIL NOT TO SCALE i 36" to 42" COORDINATE W/EQUIPMENT EXISTING FLOOR HOT WATER — COLD WATER WHITE POWERED COATED RECESSED WALL BOX 1/4" TURN HOT AND SHUT-OFF COLD WATER SHUT-OFF VALVES WITH HAMMER ARRESTERS 1-1/2" VENT 2" STANDPIPE WASTE 3" WASTE WASHER MACHINE BOX DETAIL ..... CH��PICAL�VE 3/4" HOT WATER RETURN WN BALL VALVE (TYPICAL) GALVANIZED STEEL DRAIN PAN. SIZE TO PROVIDE 2" MINIMUM CLEARANCE ON ALL SIDES OF WATER HEATER. 4" THICK HOUSE KEEPING PAD[_"", 3" LARGER ALL AROUND THAN DRAIN PAN COLD WATER SUPPLY TEMPERED (HOT) WATER TO BUILDING (TEMP. TO BE SET AS PER OWNER'S REQUIREMENTS, 110•F) v I "'I FLOOR . ELECTRIC WATER DETA FULL SIZE BY-PASS WITH - BALL VALVE NORMALLY CLOSED TMV REFER TO DETAIL ON -THIS DWG. FOR PIPING ARRANGEMENT - VACUUM BREAKER - COLD WATER SUPPLY - HOT WATER SUPPLY - B & G DIAPHRAGM EXPANSION TANK PTA-12, 4.7 VOLUME GAL CAPC. - PRESSURE/TEMPERATURE RELIEF VALVE PROVIDE DIELECTRIC UNION AT HOT AND COLD WATER CONNECTIONS TO HEATER AND HOT AND COLD WATER HEAT TRAPS 3/4" P & T RELIEF PIPE AND 1" PAN DRAIN LINE ROUTE AND OPEN END ABOVE FLOOR DRAIN I L NOT ,011111//// OWARz) , * 0.4 ;92 119 s O Tq OF S i C. 3203 QUM PAW MK TA11PA, FLO M Will PFIONE (813) 2 41-Em FAX !1=_ UiO rM oject No. 151010 1 FOR CONSTRUCTION P6,0 0 20 15 BH/PK Architects, Inc. Z:\BH_PK Architects\151010 — FH (Zephyrhills) — Wellness Center\Design\151010_P6.0.dwg Monday, February 14, 2011 3:34:45 PM Shawn Jeffrey e P L] N N N GRAIN , / 4S AN� „ E�ISRE AIN �TO ' / / 20 EXISTING G GG i i J / / ' � GRAIN ' G 3" SAN. 0 AgAN00 TO B AIN / hJ / "AINGg TIEq EXIS G' Ji�� r 2 0 2 I 2 Ii i2 ST��GEMAIN �/ I " I I ° " \ ��`\ I I I, �\\�VTP ///' 2" i " " �2/// i row O iST 5� 2" N " CID MS °<r + (Ph 3 a� 2) es I 1 2 p p F" � I 1 (PC(O ILL, .1'�C (� w0 cI > p 2 4 p pS ' p I ' 2" 1 1/2"''' 1.1/2 11 / r N I \\d(2 �� V I ,1/2 I p 2° p VTP i ��21 Z' I SIB I 2� FeI�'1 r\ p T y (OF�I I 2 VI �I� S Z4 T \\ S 2 D i 3N WME i i i(Phase EMI TING _1H R S.�l 2" 2 SANITARY AND VENT RISER DIAGRAM NOT TO SCALE XISTINREO E AIN a I/ v I� S% / / �1 / I I I I " I � I . I wco Project No. 151010 NOT FOR CONSTRUCTION P7.0 Q2015 BH/PK Architects, Inc. 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FLORIDA 33619 PHONE (8131 241-6488 U U 4� U N 0 N coo U � M o 0 �" z 7r� 0 o �N o o W N ct lJ J O W �Tw I� o Project No. 151010 NOT FOR CONSTRUCTION Z:\BH_PK Architects\151010 — FH (Zephyrhills) — Wellness Center\Design\151010—P6.O.d" Monday, February14, 2011 3:34:45 PM Shown Jeffrey awd .• hrmbw moms - ur. I um 02015 BH/PK Architects, Inc. DUCTWORK MECHANICAL GENERAL NOTES SPECIFICATIONS DRAWING INDEX U e 61 d 0 N 11 M O ® UP �x"' DN SUPPLY DUCT (UP & DOWN) ® UP DN EXHAUST DUCT (UP & DOWN) UP DN RETURN AIR DUCT (UP &DOWN) CEILING DIFFUSERS/GRILLES (DOUBLE LINE) +> SIDE WALL REGISTER OR GRILLE (DOUBLE LINE) 10x8 NEW DUCT - WIDTH x DEPTH (DOUBLE LINE) 10x8 NEW DUCT - WIDTH x DEPTH (SINGLE LINE) EXISTING DUCT TO REMAIN (DOUBLE LINE) z-----------z EXISTING DUCT TO REMAIN (SINGLE LINE) EXISTING DUCT TO BE REMOVED (DOUBLE LINE) KZI41/711�/7/�/�f�'4 EXISTING DUCT TO BE REMOVED (SINGLE LJNE) FLEXIBLE DUCTWORK (INSULATED) DUCT TRANSITION - CONCENTRIC (DOUBLE LINE) DUCT TRANSITION - ECCENTRIC (DOUBLE LINE) DUCT TRANSITION - RECT. TO RND (DOUBLE LINE) MANUAL VOLUME DAMPER (DOUBLE LINE) MANUAL VOLUME DAMPER (SIN('LE LINE) BACK DRAFT DAMPER R INCLINED RISE, IN DIRECTION OF AIR FLOW (DOUBLE LINE) INCLINED DROP, IN DIRECTION OF AIR FLOW (DOUBLE LINE) D _ FLEXIBLE CONNECTION (DOUBLE LINE) DUCT MOUNTED COIL/HEATER (DOUBLE LINE) VANED ELBOW (PROVIDE ALL SQUARE OR RECTANGULAR ELBOWS WITH TURNING VANES EVEN IF SYMBOL IS MISSING) VANED RADIUS ELBOW (PROVIDE ALL SQUARE OR RECTANGULAR ELBOWS WITH TURNING VANES EVEN IF SYMBOL IS MISSING) ACOUSTICALLY LINED DUCT VANE TURN ELBOW & AIR SPLIT TYPE DUCT TAKE -OFF .11' (DOUBLE LINE) AIR FLOW CFM 10 A AIR DEVICE TYPE (EX = Existing) 6"t TYP. AIR DEVICE NECK SIZE O THERMOSTAT / TEMPERATURE SENSOR HO HUMIDISTAT / HUMIDITY SENSOR A AIR DEVICE TYPE (EX = Existing) 18x12-DOOR GRILLE (18"x12" U.O.N.) AIR DEVICE SIZE 75 -�1-� AIR FLOW CFM DOOR UNDERCUT (1" U.O.N.) ®� \_i EXHAUST FAN AIR DEVICES 2-WAY AIR FLOW ® 4-WAY AIR FLOW 1-WAY AIR FLOW 3-WAY AIR FLOW FLEX DUCT 0 - 100 CFM = 6"0 101 - 160 CFM = 7"0 161 - 200 CFM = 8"0 201 - 325 CFM = 10"0 326 - 400 CFM = 12"0 401 - 640 CFM = 14"0 641 - 700 CFM = 16"0 SYSTEM SUMMARY HVAC DESIGN PARAMETERS CITY SUMMER DESIGN OUTDOOR SUMMER DESIGN INDOOR WINTER DESIGN OUTDOOR WINTER DESIGN INDOOR ZEPHYRHILLS/TAMPA, FL 92'F / 77-F 75-F / 50%RH 39'F 72'F BUILDING U-VALUE GLASS U-VALUE SYSTEM MINIMUM VENTILATION RATE AS PER ASHRAE 62.1 2010 FILTRATION CRITERIA AS PER ASHRAE 52-76 AHU-1 SEE VENTILATION CALCULATIONS MERV 8 ROOF = 0.032 WALL = 0.164 GLASS = 1.029 SC = 0.71 AHU-2 SEE VENTILATION CALCULATIONS MERV 8 AHU-3 SEE VENTILATION CALCULATIONS MERV 8 AHU-4 SEE VENTILATION CALCULATIONS MERV 8 AHU-5 SEE VENTILATION CALCULATIONS MERV 8 AHU-6 SEE VENTILATION CALCULATIONS MERV 8 AHU-7 SEE VENTILATION CALCULATIONS MERV 4 SYSTEM OCCUPANCY DESIGN NOTES: SYSTEM # OF PEOPLE OUTSIDE AIR (CFM) PRIMARY OCCUPANCY TYPE AHU-1 14 520 WEIGHT ROOM AHU-2 21 465 EXERCISE AHU-3 13 185 GENERAL OFFICE AHU-4 13 145 GENERAL OFFICE AHU-5 12 170 GENERAL OFFICE AHU-6 24 345 CLASSROOM AHU-7 0 0 ELECTRICAL/STORAGE 1. DUCT DIMENSIONS SHOWN ON THE DRAWINGS ARE CLEAR INSIDE AIR PASSAGE DIMENSIONS. 2. MAXIMUM LENGTH OF FLEXIBLE DUCT SHALL BE 8'-0". 3. INSTALL ALL EQUIPMENT IN STRICT ACCORDANCE WITH THE MANUFACTURERS' INSTRUCTIONS AND RECOMMENDATIONS. 4. CONTRACTOR TO PROVIDE ALL SUPPLEMENTARY STEEL REQUIRED TO SUSPEND MECHANICAL EQUIPMENT AND MATERIALS. 5. MOUNT ALL SPACE THERMOSTATS AND/OR SENSORS 4 FEET ABOVE THE FLOOR, UNLESS OTHERWISE NOTED. 6. SEE ELECTRICAL DRAWINGS FOR ELECTRICAL CHARACTERISTICS OF MECHANICAL EQUIPMENT, 7. UNLESS OTHERWISE NOTED, INSTALL ALL DUCTWORK AS HIGH AS POSSIBLE, TIGHT TO THE BOTTOM OF THE STRUCTURE. COORDINATE ELEVATION AND LOCATION WITH RAIN LEADERS, WATER PIPING, PLUMBING VENTS, AND MAJOR ELECTRICAL CONDUITS OR CABLE TRAY. 8, ALL WORK IS TO BE FREE OF DEFECTS IN WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE (1) YEAR FROM DATE OF FINAL ACCEPTANCE. ALL DEFECTS WHICH DEVELOP OR ARE DISCOVERED WITHIN THIS PERIOD SHALL BE REPAIRED BY THE CONTRACTOR TO THE SATISFACTION OF THE OWNER AT NO ADDITIONAL COST TO THE OWNER. 9. THE CONTRACTOR SHALL COORDINATE WORK WITH OTHER TRADES IN ORDER TO AVOID CONFLICTS. 10. SUPPORT DUCTS PER SMACNA. 11. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE 2007 FLORIDA BUILDING CODE WITH THE 1st AND 2nd 2009 SUPPLEMENTS, SMACNA FGDCS & DCS, AND NFPA 90A. 12. ROUTE ALL DUCTWORK, PIPING, ACCESSORIES AS NECESSARY TO AVOID BUILDING STRUCTURE, COMPONENTS AND LIGHTING. COORDINATE ANY TRANSITIONS MADE TO DUCTWORK WITH MAXIMUM FAN PRESSURE DROP REQUIREMENTS FROM MANUFACTURER. ROUTE/SIZE ALL REFRIGERANT PIPING PER MANUFACTURER'S RECOMMENDATIONS. 13. ALL DIMENSIONS ARE APPROXIMATE. DO NOT SCALE DRAWINGS FOR CONSTRUCTION. 14. ALL FINISHED WORK SHALL BE FREE OF DEFECTS WITH EXISTING SURFACES MAINTAINED IN THE SAME CONDITION AS ORIGINAL. 15. ALL DEBRIS SHALL BE PROPERLY DISPOSED OF OFF SITE. 16. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING FIRE RATING AND WEATHERPROOFING INTEGRITY OF ALL PIPING AND DUCT PENETRATIONS. 17. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL NECESSARY SUPPORTING DEVICES FOR ALL ACCESSORIES INCLUDED IN CONTRACT OR HEREIN SPECIFIED OR OTHERWISE. 18. THE WORK INDICATED ON THESE DRAWINGS IS GENERALLY DIAGRAMMATIC AND IS INTENDED TO CONVEY THE SCOPE OF WORK AND INDICATE THE GENERAL ARRANGEMENT OF DUCTWORK AND EQUIPMENT, ETC. 19. THE ENGINEER HAS MADE AN EXTENSIVE EFFORT TO IDENTIFY ABOVE CEILING CONFLICTS. THE CONTRACTOR IS RESPONSIBLE TO CHECK FIELD CONDITIONS PRIOR TO BIDDING AND REPORT ANY PROBLEMS/CONFLICTS TO THE ENGINEER WITHIN 2 DAYS OF DISCOVERY. ANY CHANGES RESULTING FROM CONDITIONS ARISING IN THE FIELD WHICH WERE NOT BROUGHT TO THE ENGINEER'S ATTENTION ARE TO BE MADE BY THIS CONTRACTOR WITH NO ADDITIONAL COST TO THE OWNER, 20. ALL ROOF ATTACHED EQUIPMENT AND APPURTENANCES INCLUDED IN THE SCOPE OF THIS PROJECT ARE REQUIRED TO BE SECURED TO THE UNDERLYING BUILDING STRUCTURE. THE FASTENING SYSTEMS SHALL BE INSTALLED TO RESIST THE WIND PRESSURES ON THE EQUIPMENT AS DETERMINED IN ACCORDANCE WITH THE CURRENT BUILDING CODE. 21. HVAC WORK CONSISTS OF PROVIDING AIR CONDITIONING SYSTEMS FOR A COMPLETE OPERATING SYSTEM AS INDICATED ON THE DRAWINGS. ALL WORK SHALL COMPLY WITH APPLICABLE CODES IN SPECIFICATIONS. IT IS THE INTENTION OF THE CONTRACT DRAWINGS AND SPECIFICATION TO CALL FOR COMPLETE, FINISHED WORK, TESTED, AND READY FOR OPERATION. ABBREVIATIONS AC AIR CONDITIONING EQUIP EQUIPMENT NIC NOT IN CONTRACT AD ACCESS DOOR EXIST EXISTING NO NORMALLY OPEN AFF ABOVE FINISHED FLOOR ESP EXTERNAL STATIC PRESSURE PD PRESSURE DROP AHU AIR HANDLING UNIT FCU FAN COIL UNIT PRESS PRESSURE AP ACCESS PANEL FD FLOOR DRAIN RA RETURN AIR BFF BELOW FINISHED FLOOR FL FLOOR BHP BRAKE HORSE POWER FM FACTORY MUTUAL RG REFRIGERANT BOT BOTTOM FPI FINS PER INCH RLA RUNNING LOAD AMPS BTUH BRITISH THERMAL UNIT FPF FINS PER FOOT RPM REVOLUTIONS PER MINUTE RTU ROOF TOP UNIT PER HOUR FPM FEET PER MINUTE CC COOLING COIL CSD FIRE/SMOKE DAMPER SD SMOKE DETECTORSA SUPPLY AIR CD CONDENSATE DRAIN NATURAL GAS IP SIP STATIC PRESSURE CFM CUBIC FEET PER MINUTE GPH GALLONS PER HOUR CLG CEILING GPM GALLONS PER MINUTE STRUCTURAL CU CONDENSING UNIT H HUMIDITY SYS SYSTEM DB DRY BULB HC HEATING COIL T TEMPERATURE DG DOOR GRILLE HP HORSE POWER TSP TOTAL STATIC PRESSURE DP DEW POINT HVU HEATING AND VENTILATING UNIT TYP TYPICAL DX DIRECT EXPANSION KW KILOWATT UC UNDERCUT EA EXHAUST AIR LAT LEAVING AIR TEMPERATURE UG UNDERGROUND EAT ENTERING AIR TEMPERATURE LRA LOCKED ROTOR AMPS UL UNDERWRITERS LABORATORY EDH ELECTRIC DUCT HEATER LWT LEAVING WATER TEMPERATURE LION UNLESS OTHERWISE NOTED EER ENERGY EFFICIENCY RATIO MAX MAXIMUM UV UNIT VENTILATORVD VOLUME DAMPER EF EXHAUST FAN MIN MINIMUM WB WET BULB EL ELEVATION NC NORMALLY CLOSED PIPING z-�%f�f�ff��%��fj-t PIPING TO BE REMOVED VALVE IN RISER z------------z EXISTING PIPING TO REMAIN DIRECTION OF FLOW z ' REFRIGERANT PIPING REDUCER OR INCREASER 2-- - z DOMESTIC WATER ECCENTRIC REDUCER GATE VALVE Diaz TOP CONNECTION, 45 OR 90 DEG. GLOBE VALVE x , BOTTOM CONNECTION, 45 OR 90 DEG. CHECK VALVE r z z SIDE CONNECTION BALL VALVE n CAPPED OUTLET BUTTERFLY VALVE DROP IN PIPING PRESSURE REDUCING VALVE SAFETY OR PRESSURE RISE IN PIPING RELIEF VALVE DRAWING SYMBOLS 1 SECTION NUMBER 2 3 DRAWING NUMBER WHERE DRAWN DRAWING NUMBER WHERE CUT `0 POINT OF DEMOLITION POINT OF NEW CONNECTION POINT OF INTERFACE BETWEEN CONTRACTORS KEYED NOTES 1.0 BASIC MATERIAL AND METHODS 1.1 SCOPE OF WORK PROVIDE LABOR AND MATERIALS AS REQUIRED TO PROVIDE A FULLY FUNCTIONING AND COMPLETE SYSTEM AS INDICATED ON DRAWINGS. THESE DRAWINGS ARE DIAGRAMMATIC IN NATURE AND INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS AND EQUIPMENT. FINAL LOCATIONS OF EQUIPMENT SHALL BE FIELD DETERMINED. ALL DISCREPANCIES ON DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT IN WRITING PRIOR TO SUBMISSION OF BIDS. 1.2 GENERAL AND SPECIAL CONDITIONS AND WARRANTY ALL DIVISION 1 SPECIFICATIONS AND ARCHITECTURAL GENERAL AND SPECIAL CONDITIONS OUTLINED IN THE CONTRACT DOCUMENTS APPLY TO MECHANICAL SYSTEMS. ADDITIONALLY, WORK SHALL COMPLY WITH THE 2007 FLORIDA BUILDING CODE WITH THE 1st AND 2nd 2009 SUPPLEMENTS, ORDINANCES AND REGULATIONS OF THE LOCAL AUTHORITY HAVING JURISDICTION, NATIONAL FIRE PROTECTION ASSOCIATION AND NATIONAL ELECTRICAL CODE. ALL EQUIPMENT SHALL CARRY THE UNDERWRITER'S LABORATORIES (UL) SEAL WHERE APPLICABLE. CONTRACTOR SHALL PROVIDE A ONE-YEAR PARTS AND LABOR WARRANTY ON ALL EQUIPMENT PROVIDED ON THIS PROJECT. WARRANTY SHALL START ON THE DATE OF SUBSTANTIAL COMPLETION. CONTRACTOR SHALL PURCHASE MANUFACTURER'S WARRANTY FOR ALL REFRIGERATION EQUIPMENT. 1.3 QUALITY CONTROL UNLESS OTHERWISE NOTED, PROVIDE NEW MATERIALS FREE OF DEFECTS, WHERE NO SPECIFIC WEIGHTS OR GRADES ARE SPECIFIED PROVIDE MATERIALS OF AN ACCEPTED STANDARD WEIGHT AND GRADE ACCORDING TO CODE AND GOVERNING STANDARDS BY ASHRAE, SMACNA, NFPA AND UL. INSTALL ALL EQUIPMENT, PIPING, DUCTWORK AND CONTROLS IN ACCORDANCE WITH CODES, GOVERNING STANDARDS, AND MANUFACTURER'S RECOMMENDATIONS. FIRE PERFORMANCE CHARACTERISTICS OF INSTALLED MATERIALS SHALL BE RATED IN ACCORDANCE WITH ASTM E84. MAXIMUM SMOKE DEVELOPED RATING SHALL BE 50. SUPPLIED EQUIPMENT SHALL BE AS SCHEDULED OR OWNER APPROVED EQUAL IN QUALITY AND PERFORMANCE. 1.4 COORDINATION COORDINATE ALL WORK FOR PROPER LOCATION, POWER, AND UTILITY REQUIREMENTS. SCHEDULE INSTALLATIONS TO AVOID CONFLICT AMONG TRADES. ADDITIONS TO THE CONTRACT FOR COORDINATION AMONG TRADES WILL NOT BE ALLOWED. 1.5 PENETRATIONS, CUTTING AND PATCHING SEAL ALL PIPING AND DUCT PENETRATIONS OF WALLS IN ACCORDANCE WITH ARCHITECTURAL DRAWINGS AND SPECIFICATIONS. FLASH ALL ROOF AND WALL PENETRATIONS IN ACCORDANCE WITH ARCHITECTURAL DRAWINGS. PROVIDE FIRE DAMPERS AT ALL RATED PENETRATIONS. 1.6 HANGERS AND SUPPORTS PROVIDE HANGERS AND SUPPORTS FOR ALL PIPING, DUCTWORK AND EQUIPMENT IN ACCORDANCE WITH SMACNA, MSS, ASME AND ASHRAE STANDARDS. SUPPORT ALL ITEMS FROM INTEGRAL BUILDING STRUCTURAL MEMBERS. DO NOT HANG ITEMS FROM ROOF DECKING. 2.0 CONDENSATE PIPING CONDENSATE PIPES SHALL BE SCH-40 PVC WITH SOLVENT WELDS SUPPORTED TO BUILDING. PROVIDE CONDENSATE PUMPS IF REQUIRED TO MAINTAIN A PITCH OF 1/8" PER FOOT. REFRIGERANT PIPING SHALL BE TYPE "L" COPPER PIPE. PIPING SHALL BE INSULATED WITH 3/4" THICK ARMAFLEX INSULATION SUITABLE FOR RETURN AIR PLENUMS. ALL ROOF PIPING SHALL BE SECURED TO THE DECK AND DRAIN PIPING CONNECTED INTO A ROOF DRAIN OR GUTTER. PROVIDE P-TRAPS AT UNIT. 3.0 SHEET METAL MATERIALS A. SHEET METAL, GENERAL: PROVIDE SHEET METAL IN THICKNESSES INDICATED, PACKAGED AND MARKED AS SPECIFIED IN ASTM A 700. B. GALVANIZED SHEET STEEL: LOCK -FORMING QUALITY, ASTM A 527, COATING DESIGNATION G 90. PROVIDE MILL PHOSPHATIZED FINISH FOR EXPOSED SURFACES OF DUCTS EXPOSED TO VIEW. C. REINFORCEMENT SHAPES AND PLATES: UNLESS OTHERWISE INDICATED, PROVIDE GALVANIZED STEEL REINFORCING WHERE INSTALLED ON GALVANIZED SHEET METAL DUCTS. FOR ALUMINUM AND STAINLESS STEEL DUCTS PROVIDE REINFORCING OF COMPATIBLE MATERIALS. D. TIE RODS: GALVANIZED STEEL, 1/4-INCH MINIMUM DIAMETER FOR 36-INCH LENGTH OR LESS; 3/8-INCH MINIMUM DIAMETER FOR LENGTHS LONGER THAN 36 INCHES. 3.01 SEAUNG MATERIALS A. JOINT AND SEAM SEALANT: LOW VOC, ONE -PART, NON -SAG, SOLVENT -RELEASE -CURING, POLYMERIZED BUTYL SEALANT COMPLYING WITH FSTr-S-001657, TYPE I; FORMULATED WITH A MINIMUM OF 75% SOLIDS AND SQAMD RULE 1168. IRON -GRIP 601 OR APPROVED EQUAL (75 G/L (LESS WATER) VOC CONTENT). B. FLANGED JOINT MASTICS: ONE -PART, ACID -CURING, SILICONE ELASTOMERIC JOINT SEALANTS, COMPLYING WITH ASTM C 920, TYPE S, GRADE NS, CLASS 25, USE 0. 3.02 FIRE -STOPPING A. FIRE-RESISTANT SEALANT: PROVIDE ONE -PART ELASTOMERIC SEALANT FORMULATED FOR USE IN A THROUGH -PENETRATION FIRE -STOP SYSTEM FOR FILLING OPENINGS AROUND DUCT PENETRATIONS THROUGH WALLS AND FLOORS, HAVING FIRE -RESISTANCE RATINGS INDICATED AS ESTABLISHED BY TESTING IDENTICAL ASSEMBLIES PER ASTM E 814 BY UNDERWRITERS LABORATORY, INC. OR OTHER TESTING AND INSPECTING AGENCY ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION. B. PRODUCTS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE ONE OF THE FOLLOWING: 1. "DOW CORNING FIRE STOP SEALANT"; DOW CORNING CORP. 2. "3M FIRE BARRIER CAULK CP-25"; ELECTRICAL PRODUCTS DIV./3M. 3. "RN 7403"; GENERAL ELECTRIC CO. 4. "FYRE PUTTY"; STANDARD OIL ENGINEERED MATERIALS CO. 3.03 HANGERS AND SUPPORTS A. BUILDING ATTACHMENTS: CONCRETE INSERTS, POWDER ACTUATED FASTENERS, OR STRUCTURAL STEEL FASTENERS APPROPRIATE FOR BUILDING MATERIALS. DO NOT USE POWDER ACTUATED CONCRETE FASTENERS FOR LIGHTWEIGHT AGGREGATE CONCRETES OR FOR SLABS LESS THAN 4 INCHES THICK. B. HANGERS: GALVANIZED SHEET STEEL, OR ROUND, STEEL, THREADED ROD. 1. HANGERS INSTALLED IN CORROSIVE ATMOSPHERES: ELECTRO-GALVANIZED, ALL -THREAD ROD OR HOT -DIPPED -GALVANIZED RODS WITH THREADS PAINTED AFTER INSTALLATION. 2. STRAPS AND ROD SIZES: CONFORM WITH TABLE 4_1 IN SMACNA HVAC DUCT CONSTRUCTION STANDARDS, 1985 EDITION, FOR SHEET STEEL WIDTH AND GAGE AND STEEL ROD DIAMETERS. C. DUCT ATTACHMENTS: SHEET METAL SCREWS, BLIND RIVETS, OR SELF_ TAPPING METAL SCREWS; COMPATIBLE WITH DUCT MATERIALS. D. TRAPEZE AND RISER SUPPORTS: STEEL SHAPES CONFORMING TO ASTM A 36. 1. WHERE GALVANIZED STEEL DUCTS ARE INSTALLED, PROVIDE HOT -DIPPED- GALVANIZED STEEL SHAPES AND PLATES. 3.04 RECTANGULAR DUCT FABRICATION A. GENERAL: EXCEPT AS OTHERWISE INDICATED, FABRICATE RECTANGULAR DUCTS WITH GALVANIZED SHEET STEEL, IN ACCORDANCE WITH SMACNA "HVAC DUCT CONSTRUCTION STANDARDS," TABLES 1_3 THROUGH 1_19,INCLUDING THEIR ASSOCIATED DETAILS. CONFORM TO THE REQUIREMENTS IN THE REFERENCED STANDARD FOR METAL THICKNESS, REINFORCING TYPES AND INTERVALS, TIE ROD APPLICATIONS, AND JOINT TYPES AND INTERVALS. 1. FABRICATE RECTANGULAR DUCTS IN LENGTHS APPROPRIATE TO REINFORCEMENT AND RIGIDITY CLASS REQUIRED FOR PRESSURE CLASSIFICATION. 2. PROVIDE MATERIALS THAT ARE FREE FROM VISUAL IMPERFECTIONS SUCH AS PITTING, SEAM MARKS, ROLLER MARKS, STAINS, AND DISCOLORATION& B. FABRICATE KITCHEN HOOD EXHAUST DUCTS WITH 16_GAGE, CARBON STEEL SHEETS FOR CONCEALED DUCTS AND 18-GAGE STAINLESS STEELS FOR EXPOSED DUCTS. WELD AND FLANGE SEAMS AND JOINTS LIQUID TIGHT. CONFORM TO NFPA STANDARD 96. C. FABRICATE DISHWASHER HOOD EXHAUST DUCTS WITH 18-GAGE STAINLESS STEELS. WELD AND FLANGE SEAMS AND JOINTS. D. STATIC PRESSURE CLASSIFICATIONS: EXCEPT WHERE OTHERWISE INDICATED, CONSTRUCT DUCT SYSTEMS TO THE FOLLOWING PRESSURE CLASSIFICATIONS: 1. SUPPLY DUCTS: 3 INCHES WATER GAGE. 2. RETURN DUCTS: 2 INCHES WATER GAGE, NEGATIVE PRESSURE. 3. EXHAUST DUCTS: 2 INCHES WATER GAGE, NEGATIVE PRESSURE. E. CROSSBREAKING OR CROSS BEADING: CROSSBREAK OR BEAD DUCT SIDES THAT ARE 19 INCHES AND LARGER AND ARE 20 GAGE OR LESS, WITH MORE THAN 10 SQ. FT. OF UNBRACED PANEL AREA, AS INDICATED IN SMACNA "HVAC DUCT CONSTRUCTION STANDARD." 3.05 RECTANGULAR DUCT FITTINGS A. FABRICATE ELBOWS, TRANSITIONS, OFFSETS, BRANCH CONNECTIONS, AND OTHER DUCT CONSTRUCTION IN ACCORDANCE WITH SMACNA "HVAC METAL DUCT CONSTRUCTION STANDARD," 1985 EDITION, FIGURES 2_1 THROUGH 2_10. 3.1 FLEXIBLE DUCTS A. GENERAL: COMPLY WITH UL 181, CLASS 1. B. FLEXIBLE DUCTS - INSULATED: FACTORY -FABRICATED, INSULATED, ROUND DUCT, WITH AN OUTER JACKET ENCLOSING GLASS FIBER (R-4.2, 1" THICK IN CONDITIONED AREAS, R-6.0, 1-1/2" THICK IN NON -CONDITIONED SPACES) INSULATION AROUND A CONTINUOUS INNER LINER. DUCTING RATED FOR 3/4" NEGATIVE PRESSURE. MECHANICAL M1.0 ABBREVIATIONS, LEGENDS AND GENERAL NOTES M2.0 GROUND FLOOR DEMOLITION PLAN M3.0 GROUND FLOOR HVAC PLAN M3.1 GROUND FLOOR HVAC PLAN M3.2 GROUND FLOOR HVAC PLAN M3.3 GROUND FLOOR HVAC PIPING PLAN M4.0 MECHANICAL DETAILS AND CONTROLS M5.0 MECHANICAL SCHEDULES SPECIFICATIONS - CONTINUED 1. REINFORCEMENT: STEEL -WIRE HELIX ENCAPSULATED IN THE INNER LINER. 2. OUTER JACKET: GLASS -REINFORCED, SILVER MYLAR WITH A CONTINUOUS HANGING TAB, INTEGRAL FIBER GLASS TAPE, AND NYLON HANGING CORD. 3. INNER LINER: POLYETHYLENE FILM. 3.2 FLEXIBLE CONNECTIONS PROVIDE FLEXIBLE CONNECTIONS AT ALL EQUIPMENT CONNECTIONS. SHALL BE INSTALLED WITH A MINIMUM CLEARANCE TO THE APPLIANCE AS SPECIFIED IN THE APPLIANCE'S INSTALLATION INSTRUCTIONS. 3.3 AIR DUCTS - EXHAUST AIR SMACNA LOW PRESSURE CLASS GALVANIZED SHEET METAL DUCT SYSTEM WITH LOCK FORMING QUALITY. (SNAP -LOCK IS OK) 3.4 REINFORCEMENT A. CHANNEL REINFORCEMENT: GALVANIZED -STEEL CHANNELS FABRICATED FROM ASTM A 527 AND HAVING G 60 OR G 90 ZINC COATING WEIGHT. REFER TO FGDCS FOR CHANNEL SIZES AND SPACING. B. TIE RODS REINFORCEMENT: 12-GAGE, GALVANIZED -STEEL WIRE, LENGTH TO SUIT TERMINATION METHOD. REFER TO FGDCS FOR ROD SIZES AND SPACING. C. REINFORCING ROD WASHERS: 2-1/2 INCHES SQUARE BY 0.028 INCHES THICK MINIMUM OR 0.020 INCHES THICK TO SUIT TERMINATION METHOD, GALVANIZED -STEEL WASHER WITH TURNED EDGES. D. INSTALL ANTI -SAG DEVICES IN DUCTS 48 INCHES WIDE AND LARGER. E. FOR NEGATIVE PRESSURE DUCTS, FASTEN REINFORCING CHANNELS THROUGH DUCTS TO 2-INCH, BY 6-INCH, BY 20-GAGE GALVANIZED -STEEL CLIPS AT TRANSVERSE JOINTS AND 2-1/2-INCH-SQUARE GALVANIZED -STEEL WASHERS AT INTERMEDIATE REINFORCEMENT. REFER TO SCHEDULES IN THE FGDCS FOR QUANTITIES. 3.5 CLOSURE A. MATERIALS: SELECT ONE OF THE FOLLOWING CLOSURE MATERIALS AS RECOMMENDED BY THE FIBROUS GLASS DUCT MANUFACTURER: 1. PRESSURE -SENSITIVE TAPE: A MINIMUM OF 2-1/2 INCHES WIDE, FIBER GLASS -REINFORCED, ALUMINUM FOIL TAPE COMPLYING WITH UL STANDARD 181A, PART P, AND IMPRINTED WITH THE REQUIRED INFORMATION. 2. HEAT -ACTIVATED TAPE: A MINIMUM OF 2-1/2 INCHES WIDE, FIBER GLASS -REINFORCED, FOIL/SCRIM TAPE COMPLYING WITH UL STANDARD 181A, PART H, AND IMPRINTED WITH THE REQUIRED INFORMATION. 3. MASTIC AND GLASS FABRIC: A MINIMUM OF 3 INCHES WIDE, GLASS FABRIC AND DUCT MANUFACTURER'S RECOMMENDED MASTIC THAT COMPLIES WITH UL STANDARD 181. 3.6 HANGING AND SUPPORTING A. INSTALL UPPER ATTACHMENTS TO STRUCTURES WITH AN ALLOWABLE LOAD NOT EXCEEDING 1/4 OF THE FAILURE (PROOF TEST) LOAD. B. INSTALL CONCRETE INSERT BEFORE PLACING CONCRETE. C. INSTALL POWDER -ACTUATED CONCRETE FASTENERS AFTER CONCRETE IS PLACED AND COMPLETELY CURED. D. DUCT ATTACHMENT: SUPPORT HORIZONTAL DUCTS WITH TRAPEZE -TYPE HANGERS. E. HANGER: SUSPEND DUCT ATTACHMENT FROM BUILDING ATTACHMENT WITH 1 OF THE FOLLOWING HANGER TYPES: 1. GALVANIZED -SHEET METAL STRIP, A MINIMUM OF 22 GAGE BY 1 INCH WIDE. 2. GALVANIZED -STEEL ROD, 1 /4 INCH DIAMETER, THREADED ITS ENTIRE LENGTH. 3. GALVANIZED -STEEL WIRE, 12 GAGE MINIMUM. F. ATTACH HANGERS TO JOINT AND REINFORCEMENT CHANNELS THAT OCCUR WITHIN THE REQUIRED HANGER SPACING. ATTACH HANGERS TO TRANSMIT LOAD TO THE SIDES AND BOTTOM CHANNELS AND NO MORE THAN 6 INCHES FROM SIDES OF DUCT. G. SUPPORT EQUIPMENT AND METAL DUCT COMPONENTS AND ACCESSORIES INDEPENDENT FROM DUCT. H. SUPPORT TERMINAL COMPONENTS SEPARATELY. I. INSTALL SHEET -METAL SLEEVE TO SUPPORT DAMPERS. EXTEND SLEEVE FOR MOTORIZED DAMPERS TO SUPPORT OPERATOR. 4.0 AIR DEVICES PROVIDE AIR DEVICES AS PER AIR DEVICE SCHEDULE. SUBSTITUTIONS MAY BE SUBMITTED FOR PRIOR APPROVAL. 4.1 FLEXIBLE CONNECTIONS PROVIDE FLEXIBLE CONNECTIONS AT ALL EQUIPMENT CONNECTIONS. SHALL BE INSTALLED WITH A MINIMUM CLEARANCE TO THE APPLIANCE AS SPECIFIED IN THE APPLIANCE'S INSTALLATION INSTRUCTIONS. 4.2 INSULATION INSULATE ALL GALVANIZED STEEL SUPPLY AND RETURN AIR DUCTWORK. EXHAUST DUCTS SHALL NOT BE INSULATED, EXCEPT INTERNALLY LINED WITH INSULATION 10 FEET OF DUCTWORK ATTACHED TO AND INCLUDING THE DISCHARGE PLENUMS AT EXHAUST LOUVERS FOR NOISE CONSIDERATIONS. INSULATE OUTSIDE AIR INTAKE DUCTS TO OUTSIDE AIR OPENING. DUCT WRAP SHALL BE SPECIFICALLY DESIGNED FOR WRAPPING HEATING AND AIR CONDITIONING DUCTWORK AND INCLUDE 2" OVERLAP FACING TAB TO PROVIDE FOR CONTINUOUS VAPOR SEAL. DUCT WRAP SHALL BE 2" THICK, 1.5 LB. DENSITY, FOIL_SCRIM-KRAFT LAMINATED VAPOR BARRIER FACING, MINIMUM INSTALLED R-VALUE EQUAL TO 6.4, AND A MAXIMUM FLAME SPREAD/SMOKE DEVELOPMENT RATING OF 25/50 PER ASTM E84. INSULATE HVAC PLENUMS AND UNIT HOUSINGS NOT PRE -INSULATED AT FACTORY OR LINED WITH 2" THICK DUCT WRAP. INSULATE ALL EXPOSED METAL SURFACES ON BACK OF CEILING DIFFUSERS WITH 1" THICK FIBERGLASS WITH VAPOR BARRIER. 5.0 TESTING, ADJUSTING AND BALANCING TEST AND BALANCE SHALL BE PROVIDED BY A COMPANY SPECIALIZING IN THE TESTING AND BALANCING OF HVAC SYSTEMS AS SUBCONTRACTOR TO THE HVAC CONTRACTOR, GENERAL CONTRACTOR, OR OWNER. THE TEST AND BALANCE CONTRACTOR SHALL BE A MEMBER OF EITHER ASSOCIATED AIR BALANCE COUNCIL (AABC) OR NATIONAL ENVIRONMENTAL BALANCING BUREAU (NEBB). 6.0 SUBMITTALS PROVIDE 6-SETS (IN BINDER) OF MANUFACTURERS DATA, ELECTRICAL DATA, DIMENSIONAL DATA AND CLEARANCES, CONNECTION DATA, COLOR SAMPLES (IF REQUIRED) AND TEST DATA FOR A/C EQUIPMENT, CONTROLS, EXHAUST FANS AND DIFFUSER/GRILLES. SHOP DRAWINGS AND 0&M MANUALS MUST BE SUBMITTED AND APPROVED PRIOR TO ORDERING EQUIPMENT. ENGINEER WILL REQUIRE 10 WORKING DAYS TO REVIEW DRAWINGS. NOTE: THESE ARE STANDARD SYMBOLS AND GENERAL NOTES AND MAY NOT ALL APPEAR ON THE PROJECT DRAWINGS; HOWEVER WHEREVER THE SYMBOL APPEARS ON THE PROJECT DRAWINGS, THE ITEM SHALL BE PROVIDED AND INSTALLED. \\\\\IIIIII/l/// IV a N 4 193��� pF �; � o KPI ENTGIMI iiNG, U4C. mmmka mIIN m 3203 QUEEN PALM DRIVE TAMPA, FLORIDA 33619 PHONE (613) 241-6166 FAX 613 241-6496 r.r•- u�Ivet U L/] U N N 0 c� 00 U O � M N M E c�M�N Coo MM un � 0 a> ci 0 N 1 v Ln o Qo C/n 0 O h� O MM w rT� � w Project No. 151010 NOT FOR CONSTRUCTION m I . 0 02015 BH/PK Architects, Inc. Z:\BH-PK Architects\151010 - FH (Zephyrhills) - Wellness Center\Design\151010_M1.0.dw9 Monday, February 14, 2011 3:34:45 PM Shawn Jeffrey mop/101 ow 0:� N N W WL I MWALl a Dj: 0 UK MO&I 1. INFORMATION SHOWN HERE REFLECTS EXISTING RECORDS AND RECENT ON -SITE OBSERVATIONS. THE DEMOLITION WORK SHOWN IS INTENDED TO CONVEY THE GENERAL NATURE AND SCOPE OF THE WORK REQUIRED. THE CONTRACTOR SHALL PERFORM ALL DEMOLITION WORK NECESSARY TO PROPERLY COMPLETE THE NEW WORK SHOWN ELSEWHERE. 2. PROVIDE TEMPORARY MECHANICAL, ELECTRICAL AND LIGHTING EQUIPMENT AS NECESSARY TO MAINTAIN PROPER OPERATION OF ALL SYSTEMS AND PROVIDE FOR WORKER SAFETY. 3. REMOVE ALL EXISTING PIPING, DUCTWORK, AND WIRING ETC. THAT IS NOT REQUIRED TO SUPPORT THE PROPER OPERATION OF THE NEW SYSTEMS AND EXISTING SYSTEMS TO REMAIN. DISPOSE OF ALL DEMOLISHED MATERIALS OFFSITE. 4. PATCH AND REPAIR EXISTING SURFACES TO REMAIN THAT MAY BE DAMAGED BY THE PERFORMANCE OF THE DEMOLITION WORK. 5. PROTECT REMAINING PIPING, DUCTWORK, CONDUIT ECT. FROM THE ENTRANCE OF FOREIGN MATERIALS. 6. PROVIDE PLASTIC SHEETING AND SEALING AROUND DOORS AND OPENINGS TO PROTECT ADJACENT SPACES FROM THE SPREAD OF DUST AND DEMOLITION DEBRIS TO OCCUPIED AREAS OF THE BUILDING. KEEP ALL ADJOINING AREAS ADJACENT TO THE WORK AREA CLEAN AND FREE OF DEBRIS. 7. COORDINATE REMOVAL OF CEILING MOUNTED ITEMS SUCH AS DIFFUSERS WITH THE GENERAL CONTRACTOR REMOVING THE CEILING AND PARTITIONS AS NECESSARY. 8. REFER TO AND COORDINATE WITH ARCHITECTURAL DEMOLITION PLANS, HVAC DEMOLITION NOTES O MECHANICAL CONTRACTOR SHALL PREPARE ALL REFRIGERANT CONTAINING SYSTEMS BY RECOVERING REFRIGERANT PRIOR TO REMOVAL OF ANY AIR HANDLERS OR CONDENSING UNITS. CONTRACTOR SHALL REMOVE THE CONDENSING UNITS, AIR HANDLERS, REFRIGERANT PIPING, THERMOSTATS, DUCTING, HANGER RODS, DUCT BOARD PLENUMS, AND FLEX DUCT. DISCARD MERCURY THERMOSATAT AS HAZARDOUS WASTE IN ACCORDANCE WITH APPLICABLE LOCAL AND FEDERAL REGULATIONS. ------------- &—\------- I— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — HVAC DEMOLITION PLAN — — — — — — — — — — — — — I MATCH LINE - SHE�T M2.1 MATCH LINE - SHE�T M2.2 0 17 w I w N IN V) LU z Iz I I I I I I I J_ I I I � e `` � � 3F •• Ci9 /,. 01193 �-0 r — ..- Project No. 151010 NOT FOR CONSTRUCTION M2,0 Z:\BH—PK Architects\151010 — FH (Zephyrhills) — Wellness Center\Design\151010_M2.0—M2.2.dwg Monday, February 14, 2011 3:34:45 PM Shawn Jeffrey 1/4"=1'-0" bwd 02015 BH/PK Architects, Inc. N u CD I � M w'w Lu uj ICn z Iz %] C El a000 O ED U HVAC DEMOLITION PLAN NERAL DEMOLITION NOTES 1. INFORMATION SHOWN HERE REFLECTS EXISTING RECORDS AND RECENT ON -SITE OBSERVATIONS. THE DEMOLITION WORK SHOWN IS INTENDED TO CONVEY THE GENERAL NATURE AND SCOPE OF THE WORK REQUIRED. THE CONTRACTOR SHALL PERFORM ALL DEMOLITION WORK NECESSARY TO PROPERLY COMPLETE THE NEW WORK SHOWN ELSEWHERE. 2. PROVIDE TEMPORARY MECHANICAL, ELECTRICAL AND LIGHTING EQUIPMENT AS NECESSARY TO MAINTAIN PROPER OPERATION OF ALL SYSTEMS AND PROVIDE FOR WORKER SAFETY. 3. REMOVE ALL EXISTING PIPING, DUCTWORK, AND WIRING ETC. THAT IS NOT REQUIRED TO SUPPORT THE PROPER OPERATION OF THE NEW SYSTEMS AND EXISTING SYSTEMS TO REMAIN. DISPOSE OF ALL DEMOLISHED MATERIALS OFFSITE. 4. PATCH AND REPAIR EXISTING SURFACES TO REMAIN THAT MAY BE DAMAGED BY THE PERFORMANCE OF THE DEMOLITION WORK. 5. PROTECT REMAINING PIPING, DUCTWORK, CONDUIT ECT. FROM THE ENTRANCE OF FOREIGN MATERIALS. 6. PROVIDE PLASTIC SHEETING AND SEALING AROUND DOORS AND OPENINGS TO PROTECT ADJACENT SPACES FROM THE SPREAD OF DUST AND DEMOLITION DEBRIS TO OCCUPIED AREAS OF THE BUILDING. KEEP ALL ADJOINING AREAS ADJACENT TO THE WORK AREA CLEAN AND FREE OF DEBRIS. 7. COORDINATE REMOVAL OF CEILING MOUNTED ITEMS SUCH AS DIFFUSERS WITH THE GENERAL CONTRACTOR REMOVING THE CEILING AND PARTITIONS AS NECESSARY. 8. REFER TO AND COORDINATE WITH ARCHITECTURAL DEMOLITION PLANS. HVAC DEMOLITION NOTES O MECHANICAL CONTRACTOR SHALL PREPARE ALL REFRIGERANT CONTAINING SYSTEMS BY RECOVERING REFRIGERANT PRIOR TO REMOVAL OF ANY AIR HANDLERS OR CONDENSING UNITS. CONTRACTOR SHALL REMOVE THE CONDENSING UNITS, AIR HANDLERS, REFRIGERANT PIPING, THERMOSTATS, DUCTING, HANGER RODS, DUCT BOARD PLENUMS, AND FLEX DUCT. DISCARD MERCURY THERMOSATAT AS HAZARDOUS WASTE IN ACCORDANCE WITH APPLICABLE LOCAL AND FEDERAL REGULATIONS. Project No. 151010 NOT FOR CONSTRUCTION M2.1 Z:\BH—PK Architects\151010 — FH (Zephyrhills) — Wellness Center\Design\151010—M2.0—M2.2.dwg Monday, February 14, 2011 3:34:45 PM Shawn Jeffrey 1/4"=V-0" mm/rm Q2015 BH/PK Architects, Inc. I N N N MATCH LINE - SHE�T M2.1 MATCH LINE - SHEF M2.2 I I I GENERAL DEMOLITION NOTES 1. INFORMATION SHOWN HERE REFLECTS EXISTING RECORDS AND RECENT ON -SITE OBSERVATIONS. THE DEMOLITION WORK SHOWN IS INTENDED TO CONVEY THE GENERAL NATURE AND SCOPE OF THE WORK REQUIRED. THE CONTRACTOR SHALL PERFORM ALL DEMOLITION WORK NECESSARY TO PROPERLY COMPLETE THE NEW WORK SHOWN ELSEWHERE. 2. PROVIDE TEMPORARY MECHANICAL, ELECTRICAL AND LIGHTING EQUIPMENT AS NECESSARY TO MAINTAIN PROPER OPERATION OF ALL SYSTEMS AND PROVIDE FOR WORKER SAFETY. 3. REMOVE ALL EXISTING PIPING, DUCTWORK, AND WIRING ETC. THAT IS NOT REQUIRED TO SUPPORT THE PROPER OPERATION OF THE NEW SYSTEMS AND EXISTING SYSTEMS TO REMAIN. DISPOSE OF ALL DEMOLISHED MATERIALS OFFSITE. 4. PATCH AND REPAIR EXISTING SURFACES TO REMAIN THAT MAY BE DAMAGED BY THE PERFORMANCE OF THE DEMOLITION WORK. 5. PROTECT REMAINING PIPING, DUCTWORK, CONDUIT ECT. FROM THE ENTRANCE OF FOREIGN MATERIALS. 6. PROVIDE PLASTIC SHEETING AND SEAIJNG AROUND DOORS AND OPENINGS TO PROTECT ADJACENT SPACES FROM THE SPREAD OF DUST AND DEMOLITION DEBRIS TO OCCUPIED AREAS OF THE BUILDING. KEEP ALL ADJOINING AREAS ADJACENT TO THE WORK AREA CLEAN AND FREE OF DEBRIS. 7. COORDINATE REMOVAL OF CEILING MOUNTED ITEMS SUCH AS DIFFUSERS WITH THE GENERAL CONTRACTOR REMOVING THE CEILING AND PARTITIONS AS NECESSARY. 8. REFER TO AND COORDINATE WITH ARCHITECTURAL DEMOLITION PLANS. HVAC DEMOLITION NOTES O1 MECHANICAL CONTRACTOR SHALL PREPARE ALL REFRIGERANT CONTAINING SYSTEMS BY RECOVERING REFRIGERANT PRIOR TO REMOVAL OF ANY AIR HANDLERS OR CONDENSING UNITS. CONTRACTOR SHALL REMOVE THE CONDENSING UNITS, AIR HANDLERS, REFRIGERANT PIPING, THERMOSTATS, DUCTING, HANGER RODS, DUCT BOARD PLENUMS, AND FLEX DUCT. DISCARD MERCURY THERMOSATAT AS HAZARDOUS WASTE IN ACCORDANCE WITH APPLICABLE LOCAL AND FEDERAL REGULATIONS. i I I ME ffm'A'1w' DI w_HWxuA'AUT' J Project No. 151010 NOT FOR CONSTRUCTION M2,2 Z:\BH—PK Architects\151010 — FH (Zephyrhliis) — Wellness Center\Design\151010—M2.0—M2.2.dwg Monday, February 14, 2011 3:34:45 PM Scott Nelson 1/4°=1/-0° wra 02015 BH/PK Architects, Inc. N HVAC PLAN LU Cn I co ( - NEW CONSTRUCTION UN QUEEN P ALM DOW 33619 SCALE: 1/4"=1�-0"I I � eW) 241 FAX (131 Project No. 151010 NOT FOR CONSTRUCTION M3,0 Z:\BH_PK Architects\151010 — FH (Zephyrhills) — Wellness Center\Design\151010_M3.0—M3.2.dwg Monday, February 14, 2011 3:34:45 PM Shawn Jeffrey 02015 RH/PK Architects, Inc. N U 't- N Ir N m M -zjIt:l V) 1 V> :�j , w Z Z J I � HVAC PLAN - NEW CONSTRUCTION SCALE: 1/41s=11-0" MECHANICAL NOTES O PROVIDE OUTSIDE AIR INTAKE WITH VOLUME DAMPER FROM ERV UP TO PITCHED ROOF CAP INTAKE. PROVIDE ENERGY RECOVERY VENTILATOR (ERV) AS SCHEDULED. SET VOLUME DAMPERS TO POSITIONS TO BALANCE AIR FLOW PER SCHEDULE. SEE CONTROL DIAGRAMS FOR ERV OPERATION. O3 PROVIDE EXHAUST AIR DISCHARGE DUCTING WITH VOLUME DAMPER FROM ERV TO PITCHED ROOF CAP. ROUTE DUCTING SO THAT EXHAUST IS AT LEAST 10 FEET AWAY FROM ANY OUTDOOR AIR INTAKE VENTS. ® PROVIDE AIR HANDLER AS PER MECHANICAL SCHEDULE. PROVIDE SUPPLY DUCT FROM ENERGY RECOVERY VENTILATOR (ERV) TO AIR HANDLER RETURN DUCT AND RETURN DUCTING FROM GRILLE TO ERV. O PROVIDE NEW CONDENSER UNIT AS PER MECHANICAL SCHEDULE. SECURE TO EXISTING CONCRETE APRON. EXTEND APRON AS NECESSARY TO ENSURE 24" OF CLEARANCE BETWEEN CONDENSER AND BUILDING. Project No. 151010 NOT FOR CONSTRUCTION M3,1 02015 BH/PK Architects, Inc. I Z:\BH-PK Architects\151010 - FH (Zephyrhills) - Wellness Center\Design\151010_M3.0-M3.2.dwg Monday, February 14, 2011 3:34:45 PM Shawn Jeffrey N e 9 v MECHANICAL NOTES O1 PROVIDE OUTSIDE AIR INTAKE WITH VOLUME DAMPER FROM ERV UP TO PITCHED ROOF CAP INTAKE. O2 PROVIDE ENERGY RECOVERY VENTILATOR (ERV) AS SCHEDULED. SET VOLUME DAMPERS POSITIONS TO BALANCE AIR FLOW PER SCHEDULE. SEE CONTROL DIAGRAMS FOR ERV OPERATION. PROVIDE EXHAUST AIR DISCHARGE DUCTING WITH VOLUME DAMPER FROM ERV TO PITCH] ROOF CAP. ROUTE DUCTING SO THAT EXHAUST IS AT LEAST 10 FEET AWAY FROM ANY OUTDOOR AIR INTAKE VENTS. ® PROVIDE AIR HANDLER AS PER MECHANICAL SCHEDULE. PROVIDE SUPPLY DUCT FROM ENERGY RECOVERY VENTILATOR (ERV) TO AIR HANDLER RETURN DUCT AND RETURN DUCTING FROM GRILLE TO ERV. Q5 PROVIDE NEW CONDENSER UNIT AS PER MECHANICAL SCHEDULE. SECURE TO EXISTING CONCRETE APRON, EXTEND APRON AS NECESSARY TO ENSURE 24" OF CLEARANCE BETWEEN CONDENSER AND BUILDING. © PROVIDE ROUND GALVANIZED STEEL RANGE HOOD DUCTING UP TO PITCHED ROOF CAP. 10" o ] I SCALE: 1 /4"=1'-0" LI I CU-6 AHU-7 � 3o\ate 1 o 11///`Z�d ,,N NRD 410 �. CEly s��0,��, IN 40193 1 :TTG!���1C. PMWESSOM ENMEEI6 3203 QUEEN PALM ORK TAMPA, FLORIDA 33619 PHONE (813) 241-6488 rasa +FAX 813 241_ = 3 vm Project No. 151010 NOT FOR CONSTRUCTION M3.2 02015 BH/PK Architects, Inc. i Z:\BH—PK Architects\151010 — FH (Zephyrhills) — Wellness Center\Design\151010_M3.0—M3.2.dwg Monday, February 14, 2011 3:34:45 PM Shawn Jeffrey Nm Rlq 0 N N i fSC. 1-1/4"0 MECHANICAL NOTES PROVIDE SCHEDULE 40, PVC CONDENSATE DRAIN PIPING INSULATED WITH 1/2" WALL RUBATEXO OR EQUAL CELLULAR RUBBER FOAM IN THE SIZES SHOWN. ROUTE TO EXISTING CONDENSATE DRAIN TERMINALS. ® PROVIDE COMMERCIAL TOUCHSCREEN PROGRAMMABLE THERMOSTAT HONEYWELL TB8220 OR EQUAVALENT. �3 PROVIDE REFRIGERANT PIPING INSTALLATION ABOVE CEILING IN ATTIC SPACES. ROUTE FROM AIR HANDLERS OVER TO EXISTING PIPE CHASES UP TO ROOF AND ON TO CONDENSER UNITS. SIZE PIPING AS PER MANUFACTURER'S RECOMMENDATIONS. �4 PROVIDE SCHEDULE 40, PVC CONDENSATE DRAIN PIPING INSULATED WITH 1/2" WALL RUBATEXO OR EQUAL CELLULAR RUBBER FOAM IN THE SIZES SHOWN. ROUTE THROUGH WALL, UNDER CONCRETE APRON INTO NEW DRY WELL. CU-2 =/57 .. A ��_......._ . tom_ ' Z .._ 1 ! 3 5a n ' !I� I —3/4"0 1 _..,„ y I ERV-2 I _� .v_. .......... �. AHUOff —1 qp�y l L u. IN HVAC PIPING PLAN - NEW CONSTRUCTION SCALE: 1/8"-1'—O" Of 117cle Ju-''—' Roop Project No. 151010 NOT FOR CONSTRUCTION M3.3 c02015 BIT/PK Architects, Inc. Zl.\BH__PK A,ehltects\151010 -- FH (Zephyrhllls) - Welke- Center\Design\l51010_M3.3.dw9 Monday, February 14, 2011 134:45 PM ncoti Nelson N N N SPIN -IN FITTING WITH BUTTERFLY DAMPER ROUND "SNAPLOCK" SHEET METAL OR SPIRAL LOCKSEAM FOR RUNOUTS GREATER THAN 5 FT., WITH WRAP INSULATION (SAME AS DIFFUSER NECK) SUPPORT WIRE TO PREVENT FLEXIBLE DUCT: INSULATED (SAME SIZE AS SUPPORT SAGS & KINKS IN FLEX DIFFUSER NECK) DO NOT SAG OR KINK AS PER SMABAND CLAMP AND TAPE FLEX DUCT rj STANDARDS TO HARD ROUND ELBOW HARD ROUND ELBOW SHEET METAL (SAME SIZE AS DIFFUSER NECK) THREE SHEET METAL SCREWS THRU HELIX OF R-6 INSULATION HARD DUCT, BAND SUPPLY DUCT OVER CEILING DIFFUSE CLAMP & TAPED WRAP INSULATION i CEILIN DIFFUSE FLEXIBLE DUCTS SHALL BE CONFIGURED AND SUPPORTED SO AS TO PREVENT THE USE OF EXCESS DUCT MATERIAL, PREVENT DUCT DISLOCATION OR DAMAGE, AND PREVENT CONSTRICTION OF THE DUCT BELOW THE RATED DUCT DIAMETER IN ACCORDANCE WITH THE FOLLOWING REQUIREMENTS: 1. DUCTS SHALL BE INSTALLED FULLY EXTENDED. THE TOTAL EXTENDED LENGTH OF DUCT MATERIAL SHALL NOT EXCEED 5 PERCENT OF THE MINIMUM REQUIRED LENGTH FOR THAT RUN. 2. BENDS SHALL MAINTAIN A CENTER LINE RADIUS OF NOT LESS THAN ONE DUCT DIAMETER. 3. TERMINAL DEVICES SHALL BE SUPPORTED INDEPENDENTLY OF THE FLEXIBLE DUCT. 4. HORIZONTAL DUCT SHALL BE SUPPORTED AT INTERVALS NOT GREATER THAN 5 FEET (1524 MM). DUCT SAG BETWEEN SUPPORTS SHALL NOT EXCEED 1/2 INCH PER FOOT OF LENGTH. SUPPORTS SHALL BE PROVIDED WITHIN 6 INCHES (152 MM) OF INTERMEDIATE FITTINGS AND BETWEEN INTERMEDIATE FITTINGS AND BENDS. CEILING JOISTS AND RIGID DUCT OR EQUIPMENT MAY BE CONSIDERED TO BE SUPPORTS. 5. VERTICAL DUCT SHALL BE STABILIZED WITH SUPPORT STRAPS AT INTERVALS NOT GREATER THAN 6 FEET (1829 MM). 6. HANGERS, SADDLES AND OTHER SUPPORTS SHALL MEET THE DUCT MANUFACTURER'S RECOMMENDATIONS AND SHALL BE OF SUFFICIENT WIDTH TO PREVENT RESTRICTION OF THE INTERNAL DUCT DIAMETER. IN NO CASE SHALL THE MATERIAL SUPPORTING FLEXIBLE DUCT THAT IS IN DIRECT CONTACT WITH IT BE LESS THAN 11/2 INCHES (38 MM) WIDE. I TO DRAIN CLEANC OPE WAR AIN MINIMUM 3/4" INSULATED COPPER nnunrur•rr niniun DRAW-THRU UNIT X = 1-1/2 Y Y = MIN. OF 1" + UNIT STATIC PRESSURE TOTAL HEIGHT = X+Y+(1-1/2"xPIPE 0) CEILING DIFFUSER RUNOUT DETAIL (CONDENSATE DRAIN TRAP DETAIL NOT TO NOT TO I FAN r---- 1 � HANGER SUPPORTS: 1" X 22 GA, DO NOT SUPPORT FROM CEILING. INTEGRAL BACKDRAFT DAMPER ` VARIABLE SPEED CONTROLLER MARK WITH THE "AS BALANCED POSITION" DISCONNECT SWITCH: FURNISHED BY MECHANICAL CONTRACTOR OR FAN MANUFACTURER CEILING TILE CEILING MOUNTED FAN DETAILNOT ,oSCALE I PIPE CLAMP, "B-LINE ARMAFIX IPH" WITH CUSHION BETWEEN PIPE & CLAMP. REFRIGERANT ° �' SIZE TO MATCH PIPING. PIPING ' o SUPPORT CHANNEL, "UNISTRUT" 1-5/8" WIDTH SERIES NOTES 1. ROUTING OF ALL REFRIGERANT PIPING SHALL BE PLUMB AND SHALL RUN TRUE WITH THE BUILDING LINES. HORIZONTAL RUNS OF SUCTION LINES OF 25' SHALL BE PITCHED 1 /2 BUBBLE TOWARD THE COMPRESSOR, FOR OIL RETURN. 2. BRAZE REFRIGERANT PIPING WITH FLOW OF DRY NITROGEN DURING BRAZING. 3. SUPPORT OF ALL PIPING AT COMPRESSORS, CONDENSERS, AND AIR HANDLING UNITS SHALL BE AS SHOWN ABOVE. SUPPORT OF PIPING IN BETWEEN THE UNITS SHALL BE WITH STRAP MATERIAL, USING ARMAFLEX INSULATION AS SADDLES. NO METAL - TO - METAL CONTACT. 4. INSULATE SUCTION LINE WITH 3/4" ARMAFLEX INSULATION FULL LENGTH. APPLY ARMAFLEX PRESERVATIVE ON ALL INSULATION EXPOSED TO THE EXTERIOR. WHERE REFRIGERANT OR CONDENSATE PIPING RUNS THROUGH RETURN AIR PLENUMS, INSULATION SHALL BE FIRE RATED ARMAFLEX "AP" 25/50. 5. CHANGE FILTER - DRIER CORES AFTER 30 DAYS OF OPERATION. (REFRIGERANT PIPING DETAIL r o�I HANGER SUPPORTS: 8'O.C. = 0-35" DUCTS 6'O.C. = 36-59" DUCTS �r STRUCTURAL JOIST (METAL) J STRUCTURAL JOIST (WOOD) 1;ii1�11 ]�L�II�IP„IIP�i];a (2) #10 GALVANIZED SCREWS N c� z U SCREWS `� N 77- INSULATED RECTANGULAR SHEEP�-- METAL DUCT MIN. NOTES 1. USE TRAPEZE HANGERS FOR DUCTS WIDER THAN 59". 2. STRAPS SHALL BE MINIMUM 1" X 22 GAGE GALVANIZED STEEL, SEE "RECTANGULAR DUCT HANGERS", SMACNA TABLES 4-1, 4-2. 3. NO POP RIVETS ALLOWED, USE SELF -TAPPING SHEET METAL SCREWS ONLY. 4. DUCTWORK BELOW BOTTOM TRUSS TO HUNG FROM BOTTOM CHORD OF TRUSS AND DUCTWORK ABOVE BOTTOM OF TRUSS TO BE HUNG FROM TOP CHORD OF TRUSS. HANGER STRAPS TYPICAL DUCT HANGING DETAILNOT �SCALE � -ENERGY RECOVERY CORE FILTER EXHAUST AIR EXHAUST AIR ��/ N EXHAUST FAN I v I M I I OUTSIDE OUTSIDE AIR I AIR TO AHU-1,4 I Vi I S/S AHU-1, AHU-2 AND AHU-6 FAN I FILTE DO I SUPPLY FAN INTERLOCK I I I I I S------ -----------------------------� EF-1.2.3.4,5.6,7 UNOCCUPIED UNIT REMAINS OFF WHEN AIR HANDLER IS OFF. OUTSIDE AIR AND EXHAUST DAMPERS CLOSE OCCUPIED SUPPLY AND EXHAUST FAN OPERATES CONTINUOUSLY UPON THE STARTING OF THE AIR HANDLER FAN. OUTSIDE AIR AND EXHAUST DAMPERS OPEN. 0 INTERLOCKED WITH LIGHT SWITCH W/ 10 MIN. TIME DELAY ERV CONTROLS AND SEQUENCE MOTORIZED OA DAMPER RETURN SHALL BE SET OPEN TO AIR REQUIRED OA SUPPLY DURING OCCUPIED MODE I r FILTER AIR SUPPLY FAN SUPPLY AIR ROOM TEMP r— S I I �IJ =I al zl� L-Lc I WI alp ~ S/SDO I I Q DI AI DO - - 30 POWER S/S =___ BY DIV.16 _=__ 30 POWER CONDENSING BY DIV.16 UNIT SEQUENCE OF OPERATIONS PACKAGED SPLIT DX SYSTEM SHALL BE CONTROLLED DIRECTLY VIA THE THERMOSTAT. OCCUPIED MODE (COOLING) WHEN THE OCCUPIED MODE IS SELECTED EITHER BY PROGRAM OR TEMPORARY OVERRIDE THE THERMOSTAT WILL ENERGIZE THE SUPPLY FAN AND OPEN THE OUTSIDE AIR DAMPER. IF EQUIPPED, THE ENERGY RECOVERY VENTILATOR SUPPLY AND EXHAUST FANS WILL ENERGIZE VIA A RELAY INTERLOCK. UPON A CALL BY THE THERMOSTAT FOR COOLING THE CONDENSER COMPRESSOR AND CONDENSER FAN WILL ENERGIZE. WHEN THE CALL FOR COOLING IS SATISFIED THE CONDENSER COMPRESSOR AND CONDENSER FAN WILL BE DEENERGIZED. (HEATING) WHEN THE OCCUPIED MODE IS SELECTED EITHER BY PROGRAM OR TEMPORARY OVERRIDE THE THERMOSTAT WILL ENERGIZE THE SUPPLY FAN AND OPEN THE OUTSIDE AIR DAMPER. IF EQUIPPED, THE ENERGY RECOVERY VENTILATOR SUPPLY AND EXHAUST FANS WILL ENERGIZE VIA A RELAY INTERLOCK. UPON A CALL BY THE THERMOSTAT FOR HEATING THE ELECTRIC RESISTANCE COILS IN THE AIR HANDLER ARE ENERGIZED. WHEN THE CALL FOR HEATING IS SATISFIED THE ELECTRIC RESISTANCE COILS IN THE AIR HANDLER ARE DEENERGIZED. UNOCCUPIED MODE (COOLING) WHEN UNOCCUPIED MODE IS SELECTED BY THE THERMOSTAT PROGRAM THE THERMOSTAT WILL SWITCH TO THE UNOCCUPIED TEMPERATURE OPERATION SCHEDULE. THE SUPPLY FAN WILL BE DEENERGIZED AND THE MOTORIZED OUTSIDE AIR DAMPER WILL CLOSE. IF EQUIPPED, THE ENERGY RECOVERY VENTILATOR SUPPLY AND EXHAUST FANS WILL BE DEENERGIZED VIA A RELAY INTERLOCK. UPON A CALL BY THE THERMOSTAT FOR COOLING THE AIR HANDLER FAN MOTOR, COMPRESSOR AND CONDENSER FAN WILL ENERGIZE TO PROVIDE THE NEEDED COOLING. WHEN THE CALL FOR COOLING IS SATISFIED THE AIR HANDLER FAN MOTOR, CONDENSER COMPRESSOR AND CONDENSER FAN WILL BE DEENERGIZED. (HEATING) WHEN UNOCCUPIED MODE IS SELECTED BY THE THERMOSTAT PROGRAM THE THERMOSTAT WILL SWITCH TO THE UNOCCUPIED TEMPERATURE OPERATION SCHEDULE. THE SUPPLY FAN WILL BE DEENERGIZED AND THE MOTORIZED OUTSIDE AIR DAMPER WILL CLOSE. IF EQUIPPED, THE ENERGY RECOVERY VENTILATOR SUPPLY AND EXHAUST FANS WILL BE DEENERGIZED VIA A RELAY INTERLOCK. UPON A CALL BY THE THERMOSTAT FOR HEATING THE ELECTRIC RESISTANCE COILS AND SUPPLY FAN MOTOR IN THE AIR HANDLER ARE ENERGIZED. WHEN THE CALL FOR HEATING IS SATISFIED THE ELECTRIC RESISTANCE COILS AND SUPPLY FAN MOTOR IN THE AIR HANDLER ARE DEENERGIZED. AC CONTROLS AND SEQUENCENOT TO SCA AIR HANDLER FLEXIBLE CON SUPPLY DUCT 1/2" RUBBERIZED CORK PAD OVER —� FULL LENGTH BELOW AHU PROVIDE 2" DEEP AUXILIARY DRAIN PAN WITH FLOAT SWITCH INTERLOCKED TO SHUTDOWN UNIT NOTE: SLOPE AUXILIARY DRAIN PAN SLIGHTLY TOWARDS FLOAT SWITCH. SUSPEND UNIT FROM STRUCTURE W/ THREADED ROD. PROVIDE SUPPLEMENTAL FRAMING AS REQ'D FLEXIBLE CONNECTION RETURN DUCT `— FILTER CONDENSATE DRAIN "P" TRAP TYPICAL HORIZONTAL AIR HANDLING UNITNOT TO SCALE NOTES (D CONDENSING UNIT SHALL BE INSTALLED TO RESIST WIND PRESSURES IN ACCORDANCE WITH FLORIDA BUILDING CODE, MECHANICAL, SECTION 301.12. SECURE UNIT TO ANGLE IRON USING #12 S.S. SCREW (TYP. OF 4 CORNERS) AND 3"x2"x3/16" ANGLE IRON. O2 1/4"x1-3/4" HEX SLEEVE CONCRETE ANCHORS WITH WASHER AND NUT INSTALLED THROUGH ANGLE IRON IN NEW HOUSEKEEPING PAD (TYP. OF 4 CORNERS) EXTERIOR WALL CONDENSING PROVIDE SLEEVE = IN WALL AND SEAL PENETRATION ON BOTH SIDES. 6" MIN. OR AS = _ _ _ = UNISTRUT OTHERWISE NOTED GRADE 1 =_ __ __ __ __ FLOOR JA 2 a b, lk Al 4" THK. CONC. PAD 4 FOOTING CONDENSING UNIT DETAIL NOTES O CONDENSING UNIT SHALL BE INSTALLED TO RESIST WIND PRESSURES IN ACCORDANCE WITH FLORIDA BUILDING CODE, MECHANICAL, SECTION 301.12. SECURE UNIT TO ANGLE IRON USING #12 S.S. SCREW (TYP. OF 4 CORNERS) AND 3"x2"x3/16" ANGLE IRON. WALL 3M FS-195 WRAP/STRIP 2 1/4"x1-3/4" HEX SLEEVE CONCRETE ANCHORS WITH AND CP 25 CAULK O WASHER AND NUT INSTALLED THROUGH ANGLE IRON IN NEW STAINLESS STEEL TO MAINTAIN FIRE RATING ESCHUTCHION HOUSEKEEPING PAD (TYP. OF 4 CORNERS) PLATE IN FINISHED AREAS ONLY PIPE & INSULATION (WHERE APPLICABLE) CONDENSING UNIT — — — — — — — — J �— — — — — — — — — — — — — — — — INSULATED REFRIGERANT --------I I----------- - - - - -- PIPING SEALANT - 3M .� UNISTRUT PIPE OR FIRE BARRIER 1 OR EQUAL CONDUIT SLEEVE ME:-, j l—i W�' ,IR Ill —I j l" -I I I-4 3 HOUSEKEEPING EPAD = I=I 6 1=1 11=1 I I =l -1 I F—Ml i 11 l if i 4il(iTil l lfil�� 1 �4iIk_�_�� • • RATED WALL PENETRATION DETAILNOT TO SCALE EXTERIOR WALL REFRIGERANT PIPING ABOVE CEILING MINI —SPLIT UNIT ON GRADE DETAILNOT TO SCALE Project No. 151010 NOT FOR CONSTRUCTION M4,0 Z:\BH_PK Architects\151010 - FH (Zephyrhills) - Wellness Center\Design\151010_M4.0,dwg Monday, February 14, 2011 3:34:45 PM Shawn Jeffrey 12r, rewns � v.>I—e,ee I I r.a �FAx U. 2ti_ f Q2015 BH/PK Architects, Inc. N d- N N � N EXHAUST FAN SCHEDULE MARK - EF-1 EF-2 EF-3 EF-4 EF-5 EF-6 EF-7 EF-8 LOCATION - TOILET 143 TOILET 130 TOILET 117 TOILET 116 JANITOR MEN'S LOCKER WOMEN'S LOCKER NAIL ROOM SERVICE - EXHAUST EXHAUST EXHAUST EXHAUST EXHAUST EXHAUST EXHAUST EXHAUST TOTAL AIR CFM 50 50 50 50 50 60 60 50 TYPE - CENTRIFUGAL CENTRIFUGAL CENTRIFUGAL CENTRIFUGAL CENTRIFUGAL CENTRIFUGAL CENTRIFUGAL CENTRIFUGAL EXT. STATIC PRESSURE IN H2O 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.15 MAX RPM - 900 900 900 900 900 950 950 950 WATTS - 29 29 29 29 29 74 74 74 SONES - 1.0 1.0 1.0 1.0 1.0 0.3 0.3 0.3 DRIVE TYPE - DIRECT DIRECT DIRECT DIRECT DIRECT DIRECT DIRECT DIRECT ELECTRICAL V/0/Hz 115-1-60 115-1-60 115-1-60 115-1-60 115-1-60 115-1-60 115-1-60 115-1-60 MANUFACTURER - GREENHECK GREENHECK GREENHECK GREENHECK GREENHECK GREENHECK GREENHECK GREENHECK MODEL - SP-A90 SP-A90 SP-A90 SP-A90 SP-A90 CSP-A110 CSP-A110 CSP-A110 NOTES - 1,2,3,4,5 1,2,3,4,5 1,2,3,4,5 1,2,3,4,5 1,2,3,4,5 1,2,3,4,5 1,2,3,4,5 1,2,3,4,5,E NOTES 1. PROVIDE VARIABLE SPEED CONTROLLER ABOVE ACOUSTICAL CEILING FOR ALL DIRECT DRIVE FANS. T & B CONTRACTOR SHALL MARK BALANCED POSITION ON CONTROLLER. 2. FAN SHALL BE INTERLOCKED WITH TOILET ROOM LIGHTS WITH FAN RUNNING 10 MINUTES AFTER LIGHTS ARE TURNED OFF. SEE ELECTRICAL DRAWINGS FOR INTERCONNECTION. 3. PROVIDE PITCHED ROOF CAP INCLUDING BIRD SCREEN AND GRAVITY DAMPER. 4. PROVIDE THERMAL OVERLOAD PROTECTION. 5. PROVIDE INSTALLATION ISOLATION KIT. 6. PROVIDE METAL MESH FILTER AT FAN INLET TO PROTECT FAN WHEEL AND MOTOR. DIFFUSER, GRILLE AND REGISTER SCHEDULE TAG LOCATION TYPE MATERIAL PATTERN FACE SIZE MANUFACTURER & MODEL NO. GENERAL REMARKS A CEILING SUPPLY ALUMINUM 4-WAY 2424 METALAIRE 5500-6 BORDER TYPE 6, LAY -IN, ROUND NECK INLET 1,2,3 B CEILING RETURN ALUMINUM - 2424 METALAIRE RH-6 BORDER TYPE 6, LAY -IN, ROUND NECK INLET 1,2,3 C CEILING RETURN ALUMINUM - 2412 METALAIRE RH-6 BORDER TYPE 6, LAY -IN, ROUND NECK INLET 1,2,3 D CEILING SUPPLY ALUMINUM - AS SPECIFIED METALAIRE 5500-2 BORDER TYPE 2, SURFACE MOUNT, ROUND NECK INLET 1,2,3 E CEILING RETURN ALUMINUM - AS SPECIFIED METALAIRE RH-1 BORDER TYPE 2, SURFACE MOUNT, ROUND NECK INLET 1,2,3 F F SIDEWALL SIDEWALL SUPPLY SUPPLY ALUMINUM ALUMINUM AS SPECIFIEDTMETALAIRE AS SPECIFIED V4400-1 BORDER TYPE 1, OBD, SURFACE MNT, SQUARE NECK INLET 1,3 NOTES: 1. N.C. VALUES SELECTED FOR DIFFUSERS, GRILLES AND REGISTERS SHALL NOT EXCEED 25, WITH A ROOM ABSORPTION RATE OF 10db. 2. PROVIDE BACK SIDE OF SUPPLY AIR DEVICES WITH FACTORY INSTALLED R.6 INSULATION BLANKET. 3. ANY VISIBLE PORTION OF RETURN AIR DUCTWORK THROUGH THE AIR DEVICE SHALL BE PAINTED WITH TWO (2) COATS OF FLAT BLACK PAINT. ASHRAE Standard f t i 1 Cooling Heating F LPZ Ra Azi•... Ez •... Ex •.,.. 150 Weights/Gym 20.00 System - 001 2000 106 Kids Zone 10.00 152 Spin Room 20.00 153 Aerobics 20.00 154 Mens Locker 0.00 155 Womens Locker 0.00 156 Teehnician;ff�oom 5.00 157 Assessment Room 5.00 158 Storage U0 159 ONioe 5.00 Systems - 002 15,00 102 Breakroom 5.00 103 Janitor 0.00 104 Office 5.00 105 Office 5.00 110 Reception 5.00 110A Nai€,Room 20.00 112 Massage 5,00 113 Quiet Walt. 5,00 114 Massage 5,00 115 Massage 5,00 116 Mans Restroom 0.00 117 Womens Restroom 0.00 118 Laundry 5.00 system - 003 6.25 Phased Waiting Room 5.00 Phased Nurse 5.00 Phased Business 5.00 Phased Exam C 5.00 Phased Exam D 5,00 Proiaot NNW Fbaft Ko"aw zophymill Datillut Nam FH Za ftr WeInva C r.#o 14.00 0.06 3,955 517 1,00 517 1.00 517 14.00 0.06 3,965 517 517 517 2.00 0.18 218 59 1.00 59 1.00 59 2,00 0.0E 220 53 1,00 53 1.00 63' 12,00 0.06 1,112 307 1,00 307 1.00 307 1.00 0.00 397 4 1.00 0 '', . 1,00 0 1.00 0,00 398 0 1.00 0 1.00 0 1.00 0.0E 128 13 1100 13. 1,00 13 1.00 0.06 80 10 1.00 10 1.00 10 0,00 0.12 65 $ 1.00 8 1.00 $ 1.00 0.06 120 12 1.00 12 1.00 12 21.00 0.05 2,738 462 462 462 4.00 0.06 247 35 1.00 35 1.00 35 0.00 0.00 23 0 1.00 0 1,00 0 1.00 0.06 123 12 1.00 12 1.00 12 I.0€a Ue 114 12 1.00. 12 1.00 12 1.00 0.06 156 14 1.00 14 1.00 14 1.00 012 105 33 1,00 33 1.00 33 1.00 0.06 132 13 1.00 13 1.00 13 1,00 " 0.06 220 18 1.00 18 1.00 0.06 134 13 1.00 13 1.00 13 1.00 0.06 ' 126 13 1.00 13 1.00 13 U0 0.00 68 0 1.00 0 1.00 0 0.00 0.00 68 0 1.00 0 1.00 ' 0 0,00 0,12 56 7 1.00 7 1.00 7 12.00 0.06 1,574 170 170 170 6.00 0.06 181 41 1,00 41 1.00 41 1.00 0.06 269 21 1.00 21 .. 1.00 21 1.00 0.06 163 15 1.00 15 1.00 15 1,00 0<06 96 11 1.00 11...% 1.00 41 1.00 0.06 99 11 1.00 11 1.00 11 'RAM ?)DO v9.2.7 oaloulsM at 03M PM on OW211018 A -1 ASHRAE Startdlard $2.1 7 P"a 2 o1' 7 ASHRAE Standard .-200412007 6V IKPI Enginee In SPLIT SYSTEM DX AIR HANDLING UNIT SCHEDULE AIR HANDLING UNIT NO. AHU-1 AHU-2 AHU-3 AHU-4 AHU-5 AHU-6 AHU-7 LOCATION - WEIGHT ROOM AEROBICS NORTH OFFICE SOUTH OFFICE LOBBY KITCHEN DATA ROOM NOMINAL UNIT SIZE TONR 7.5 5 3 3 5 3 1 TOTAL COOLING CAPACITY MBTUH 84,287 54,350 32,963 22,491 55,998 37,593 12,000 SENSIBLE COOLING CAPACITY MBTUH 56,927 39,720 25,884 17,514 51,175 25,351 - TOTAL SUPPLY AIR CFM 2,600 1,590 1,120 745 2,225 1,150 380 DESIGN ENTERING OUTSIDE AIR CONDITIONS DB/WB 87/76 91/78 91/78 91/78 89/75 91/78 - OUTSIDE AIR CFM 520 465 185 130 170 370 0 STA11C PRESSURE (EXT) IN. WG 0.50 0.50 0.50 0.50 0.50 0.50 0.20 FAN MOTOR HP 2 1 1/2 1/2 1 1 30W COOLING COIL ENTERING AIR (DB/WB) 'F 76.5/64.3 78.8/66.1 79.1/67.0 78.5/65.2 76.39/61.9 77.4/66.1 75.1/59.5 COOLING COIL LEAVING AIR (DB/WB) 'F 54.4/52.9 53.4/53.4 54.5/54.5 52,6/52.6 50.7/50.7 53.3/53.3 - ELECTRIC HEATER KW@208V-3 25 15 15 8 15 10 NONE FILTERS - 2" MERV 8 NOTE 8 NOTE 8 NOTE 8 NOTE 8 NOTE 8 STANDARD ELECTRICAL V/0 208-3 208-3 208-3 208-3 208-3 208-3 208-1 MCA WITH HEATER AMPERES 75 49 44 26 49 36 N/A MCOP WITH HEATER AMPERES 80 50 45 30 50 40 N/A MANUFACTURER - LENNOX LENNOX LENNOX LENNOX LENNOX LENNOX MITSUBISHI MODEL NO. - TSA090S4D-LOW CBX27UH-060 CBX27UH-036 CBX27UH-030 CBX27UH-060 CBX27UH-042 PKA-Al2HA NOTES - 1,2,3,5,6,7,8,9 1,2,3,5,6,7,8,9 1,2,3,5,6,8,9 1,2,3,5,6,8,9 1,2,3,5,6,8,9 1,2,3,5,6,7,8,9 6 CONDENSING UNIT NO. CU-1 CU-2 CU-3 CU-4 CU-5 CU-6 CU-7 DESIGN OUTDOOR OPERATING TEMPERATURE - 95 95 95 95 95 95 95 ELECTRICAL V/0 208-3 208-3 208-3 208-3 208-3 208-3 208-1 MCA AMPERES 35 21.8 18.7 15 21.3 18.2 13 MCOP AMPERES 50 35 30 25 35 30 15 AHRI SEER - 11.2 EER 14 15 16 13.5 15 15.2 MANUFACTURER - LENNOX LENNOX LENNOX LENNOX LENNOX LENNOX MITSUBISHI MODEL NUMBER - TSA090S4S-230- TSA0601­14-230 TSA036H4-230 XC14-024-230 TSA060S4-230 TSA036H4-230 PUY-Al2NHA3 NOTES - 1,2,3,4,5,6 1,2,3,4,5,6, 1,2,3,4,5,6, 1,2,3,4,5,6,7 1,2,3,4,5,6, 1,2,3,4,5,6, 6 NOTES 1. PROVIDE ELECTRICAL DISCONNECT FOR INSTALLATION BY DIVISION 26. 2. PROVIDE THERMAL OVERLOAD PROTECTION. 3. PROVIDE SINGLE POINT POWER CONNECTION WITH FACTORY MOUNTED STARTER AND MAGNETIC CONTACTOR FOR HEAT. 4. PROVIDE LIQUID LINE SPECIALTIES INCLUDING LIQUID LINE FILTER DRIER AND SIGHT GLASS. 5. PROVIDE 24V 1ph CONTROL WIRE BY CONTROLS CONTRACTOR. 6. PROVIDE REFRIGERANT PIPING SIZED AS PER MANUFACTURER'S RECOMMENDATIONS. "ACR" COPPER ONLY. 7. ENTERING AIR TEMPERED BY ENERGY RECOVERY VENTILATOR. 8. PROVIDE TECHPURE, MERV 11 EXTERNAL FILTER AND CABINET OR EQUAL 9. PROVIDE FLOAT SWITCH IN 2" AUXILIARY DRAIN PAN TO SHUT DOWN THE UNIT IF THE CONDENSATE PAN SHOULD OVERFLOW. Verytilladon Parameters .�� -y--g cooling yq.�� RP $�,, y�, e"'Z g�y Az YYL @- Ez f�g 1 09 E r vl oz Svilitem Zone Room dm 9 p 1aple fo am alfm din Phased Exam A 5.00 1.00 ' 0.0E 91 10' 1.00 10 1:00 10 Phased Toilet 0.00 0.00 0,00 40 0 1.00 0 1,00 0 Phased Mechanical 0.00 0.00 0.00 44 0':: 1.00 0, 1:00 0 Phased Physician Office 5.00 1.00 0.06 69 9 1,00 9 1.00 9 Phased ase Exam S 5.00 0 6 4 0. 06 91 9 1.f}0 ` 9 1.00 9 System - 004 5.00 12.64 0.06 1,145 127 127 127 900 Lobby 5<00. 12.00 0.06 1,786 167„ 1100 '167 1.00 167 System - 005 S st Y 5.00 1 2.00 0 06 1 786 167 167 167 ' 140 Kitchen/Education 10.00, 24.00 0.12 844 341 1.00 341 1.00 341 141 Office 5.00 1,00 0106 146 14 1.00 14 1.00 14 142 Office 5.00 : 1.00 ti.06 101 11' 1.00 11 1:00 11 143 Toilet 0.00 0.00 0.00 40 0 1.00 0 1.00 0 145 Storage 0.00 0.00' 0,12 22 3 1.00 3 1.00 3 System -006 9.62 26.00 0,10 1,153 369 369 369 4 1 6 Data ' 0.00 0.00 0,06 38 2 1.00 2 1.00 2 System - 007 0.00 0100 0.06 38 2 2 2 Prolect Nww. FWdde HO*IW Z40VNIII 00tilum Nam: FH Zephyr VMnus Cowlier.tro TRACW 700 ve.2.1 calaulalad at 0318 PM on 0M201 A -1 ASHRAE Standard 1112.1-2010*2007 Reprli1 Paga 2 oaf 7 ENERGY RECOVERY VENTILATOR SCHEDULE ERV NO. ERV-1 ERV-2 ERV-3 LOCATION - SERVES AHU-1 SERVES AHU-2 SERVES AHU-6 OUTSIDE AIR CFM 520 465 370 STATIC PRESSURE (EXT) IN. WG 0.05 0.05 0.05 FAN MOTOR RLA 2.9 2.5 2.5 EXHAUST AIR CFM 390 365 300 STATIC PRESSURE (EXT) IN. WG 0.05 0.05 0.05 FAN MOTOR RLA 2.9 2.5 2.5 OUTDOOR AIR DB/WB 91/76 91/78 91/78 RETURN AIR DB/WB 75.0/62.6 75.0/62.6 75.0/62.6 SUPPLY AIR DB/WB 81.7/71.1 81.2/71.1 80.1/70.3 EXHAUST AIR DB/WB 89.6/70.7 89.4/70.3 89.0/70.3 ENTHALPY RECOVERY EFF. (COOLING) 100% 44 44 44 ENTHALPY RECOVERY EFF. (COOLING) 75% 44 44 44 ENTHALPY RECOVERY EFF. (COOLING) 50% 50 48 48 ENTHALPY RECOVERY EFF. HEATING 100% 62 62 62 ENTHALPY RECOVERY EFF. (HEATING) 75% 62 62 62 ENTHALPY RECOVERY EFF. (HEATING) 50% 66 65 65 TEMPERATURE RECOVERY EFF. (COOLING/HEATING) 100% 69 72 7 2 TEMPERATURE RECOVERY EFF. (COOLING/HEATING) 75% 69 72 72 TEMPERATURE RECOVERY EFF. (COOLING/HEATING) 50% 73 75 75 UNIT VOLTAGE V/0/Hz 208/1/60 208/1/60 208/1/60 UNIT MCA/MOCP - 3.7/15.0 3.7/15.0 3.7/15.0 MANUFACTURER - MITSUBISHI MITSUBISHI MITSUBISHI MODEL NUMBER - LGH-F600RX3-E LGH-F470RX3-E LGH-F470RX3-E NOTES - 1,2,3,4 1,2,3,4 1,2,3,4 NOTES: \����111 1. PROVIDE WITH FACTORY INSTALLED STARTER. \\�PRD M �\ 0 ,-CENSE' 2. ENERGY RECOVERY VENTILATOR SHALL BE CAPABLE OF LATENT AND SENSIBLE HEAT TRANSFER. - v off, z� I G �I _ C. f g PRNESS IL EN0NEE113 3203 QUEEN PAW DIM �I Project No. 151010 NOT FOR CONSTRUCTION M5.0 Z:\BH_PK Architects\151010 - FH (Zephyrhills) - Wellness Center\Design\151010_M5.0.dwg Monday, February 14, 2011 3:34:45 PM Shawn Jeffrey Ind d M udmid NOW= - Uwr 1001 02015 BH/PK Architects, Inc. 0 4 0 o Z21 co N co _ _ _ 120 Vac Wht/Blk ~� h 0-30 V do h Orange ICnmm --- Wh I 0 r- ----------------- 4 1 24V I I 1 I I I I I I I I I I I I I I I I I I � I I I I I I I I L-t I O I I y jCONCEALED 3/8" FLEX W/3 I 11 2 EMT W/3 #12 THHN CU l X�y #12 THHN CU r -t I I + - - + FROM BRANCH CIRCUIT TO EXHAUST FAN SPEED CONTROL PROVIDED BY O MECHANICAL CONTRACTOR AND INSTALLED BY ELECTRICAL CONTRACTOR 2 4" SQ BOX W/EXTENSION RING & 1 G SWITCH RS COVER O RIBUIS PILOT CONTROL RELAY PROVIDED BY MECHANICAL CONTRACTOR AND INSTALLED BY ELECTRICAL CONTRACTOR ® THERMOTSAT CABLE P&I MECHANICAL CONTRACTOR EXHAUST FAN CONTROL DETAIL Tvrow EACH TV SYMBOL Q REPRESENTS PROVIDING AND INSTALLING A RECESSED TV BOX WITH A TERMINATED DATA AND/OR COAXIAL JACK AS PER RISER DIAGRAM. THE SYMBOL ALSO REPRESENTS PROVIDING AND INSTALLING A DUPLEX RECEPTACLE AS SCHEDULED THAT IS NOT SHOWN ON THE PLANS AND SHALL BE CIRCUITED AS SHOWN OR CONNECTED TO AN ADJACENT UN -SWITCHED RECEPTACLE CIRCUIT. THE RECEPTACLE SHALL BE TAMPER RESISTANT IF IN A RESIDENTIAL OR LODGING OCCUPANCY. THE BOX SHALL BE INSTALLED AT THE HEIGHT PER ARCHITECTURAL ELEVATIONS AND SHALL BE INSTALLED SO IT IS FULLY HIDDEN BEHIND THE FLUSH MOUNTED TV WHERE IT DOES NOT INTERFERE WITH THE MOUNTING SYSTEM. THIS RECEPTACLE SHALL BE LOCATED AT LEAST 6' FROM ANY WET AREA THAT WOULD REQUIRE A GFI RECEPTACLE AND IT IS NOT TO BE INCLUDED AS A CODE REQUIRED RECEPTACLE OR ACCESSIBLE. CONTRACTOR SHALL PROVIDE THE APPROPRIATE BOX AND/OR FIREPROOFING TO MAINTAIN FIRE RATING OF WALL IF APPLICABLE. TV CONFECTION TELEPHONE BOARD 1 1/2" x 2' STRUT W/STRAPS 2" EMT W/BUSHING BOTH ENDS ARLINGTON GBB50 GROUND BAR GROUNDING CONDUCTOR 48' READYSPEC BACKBOARD — BRANCH CIRCUIT QUAD RECEPTACLE 0 48" TOE- CAP 4" 2 HOLE STRAP 4" x 25" PVC GLUE CAP TO PIPE & DRILL 3-1/4" DRAIN HOLES AS BUILT HOLDER DRAWING SYMBOLS 1 SECTION NUMBER 2 3 DRAWING NUMBER DRAW DRAWING NUMBER CUT ® NOTE NEC 70 THE ENGINEER OF RECORD HAS DESIGNED THIS PROJECT TO MEET THE MINIMUM STANDARDS SET FORTH BY THE NATIONAL ELECTRICAL CODE, 2014. AS THE STATE OF FLORIDA HAS ADOPTED THE 2008 NEC, THE INSTALLATION SHALL MEET ANY 2008 CODE SECTION IF MORE STRINGENT. 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 I I I I I I I O I y i CONCEALED3/8" FLEX W/3 1�2W/3 I I #12 THHN CU l X,y #12 THHN CU I I + FROM BRANCH CIRCUIT TO EXHAUST FAN SPEED CONTROL PROVIDED BY O MECHANICAL CONTRACTOR AND INSTALLED BY ELECTRICAL CONTRACTOR 2 4" SQ BOX W/EXTENSION RING & 2G SWITCH IRS COVER 30 MOTOR STARTING SWITCH, Sm EXHAUST FAN DISCONNECT DETAIL WORKING SPACE ELIECMICAL ROOM NO STORAGE PERMMED L ­'ii":'­- i`" - INSTALL THIS SIGN INSTALL THIS SIGN ON ON THE EXTERIOR A PANEL IN EACH OF EACH ELECTRICAL ROOM ELECTRICAL ROOM 6' ABOVE EQUIPMENT OR STRUCTURAL CEILING INSTALL 2' RED AND WHITE FLOOR TAPE, BRADY TOUGHSTRIP #104318, 36"/42" DEEP AND WIDTH OF ELECTRICAL EQUIPMENT 30" MINIMUM OR WIDTH OF EQUIPMENT 36" FOR VOLTAGE LESS THAN 300V 42" FOR VOLTAGE MORE THAN 300V NEC 110.26(E)- THE SPACE EQUAL TO THE WIDTH AND DEPTH OF THE EQUIPMENT AND EXTENDING TO A HEIGHT OF 6' ABOVE THE EQUIPMENT SHALL BE DEDICATED TO THE ELECTRICAL INSTALLATION. DATACOM LEGEND D11 DEVICE DATA, 3/4" EMT & 4"SQ W/SG PLASTER RING D2 2 DEVICE DATA, 3/4" EMT & 4-SQ W/2G PLASTER RING D4 4 DEVICE DATA, 1" EMT & 4"SQ W/2G PLASTER RING 0 2 DEVICE VOICE/DATA, 3/4" EMT & 4"SQ W/SG PLASTER RING CONDUIT OR CHASE INSTALLATION P&I EMT FROM DEVICE ® 16" BOB TO ACCESSIBLE ® CEILING SPACE, W/90 AT EXTERIOR WALLS ONLY & INSTALL ARLINGTON EMT INSULATING BUSHING P&I HUBBELL LOW VOLTAGE MOUNTING PLATE #8017 AT 16" BOB W/PULL STRING TO ACCESSIBLE CEILING SPACE CONDUCTOR AND DEVICE INSTALLATION ® CONDUCTORS AND DEVICE TERMINATIONS ARE BY OTHERS P&I ONE CAT6 CONDUCTOR FROM EACH DEVICE TO DATA ❑ BOARD. PULL CABLE TO FLOOR AT BOTH ENDS AND CUT. TERMINATE DEVICE W/ CAT6A RJ45 DEVICE AND IDENTIFY EACH CONDUCTOR AT BOTH ENDS LINETYPE LEGEND HOMERUN - LION, I" CONDUIT W/3 #12 THHN LP CU CONCEALED IN WALL OR ABOVE CEILING WITH PANEL AND CIRCUIT NUMBER SHOWN EXISTING CONDUIT FLEXIBLE CONDUIT LUMINAIRE SWITCHLEG CAT 6A CABLING FIRE ALARM LEGEND © PULL STATION ❑Q HORN ® STROBE HORN/STROBE CHIME STROBE VOICE EVACUATION SPEAKER/STROBE QQ VOICE EVACUATION SPEAKER OO HEAT DETECTOR �z SMOKE DETECTOR co CARBON MONOXIDE DETECTOR ® SMOKE ALARM ® SMOKE ALARM W/CARBON MONOXIDE BASE DUCT SMOKE DETECTOR FLOW SWITCH TAMPER SWITCH FCP FIRE ALARM CONTROL PANEL EEI FIRE SYSTEM REMOTE ANNUCIATOR Erc FIRE ALARM TERMINATION CABINET FN—Acfl NOTIFICATION APPLIANCES POWER SUPPLY ® SHUT DOWN RELAY Q DOOR HOLDER IR ISOLATION RELAY ® REMOTE ALARM INDICATOR WITH TEST SWITCH IAM INDIVIDUAL ADDRESSABLE RELAY MODULE FIRE DAMPER, FURNISHED BY DIVISION 15 SMOKE DAMPER, FURNISHED BY DIVISION 15 Off— FIRE/SMOKE DAMPER, FURNISHED BY DIVISION 15 FIRE SERVICE COMM. JACK. mi ©FIRE SERVICE COMM. HANDSET. H RRR RESPONDER RADIO REPEATER sA� SURGE ARRESTOR, COMM., DITEK MRJ31 XSCPWP ® SURGE ARRESTOR, DEVICES, DITEK 2MHLP36B ® SURGE ARRESTOR, POWER, DITEK 120HW ❑s PULL STATION INSIDE SIGN IVIC CABLE MC CABLE IS ALLOWED ON THIS PROJECT SUBJECT TO THE LIMITATIONS SET FORTH BELOW AND ACCORDING TO PARAMETERS SET FORTH IN NEC 70 ARTICLE 330. 1 MC CABLE CAN BE USED TO CONNECT LUMINAIRES INSTALLED WITHIN AN ACCESSIBLE CEILING TO A JUNCTION BOX WHEN THE LENGTH DOES NOT EXCEED SIX FEET. IN SUCH INSTALLATIONS, THE MC CABLE FITTINGS SHALL BE PERMITTED AS MEANS OF CABLE SUPPORT. 2 MC CABLE CAN BE USED TO CONNECT DEVICES INSTALLED CONCEALED INSIDE A WALL CAVITY. 3 MC CABLE CAN BE USED TO CONNECT THE LAST DEVICE IN A CIRCUIT TO A HOMERUN JUNCTION BOX MOUNTED ON OR ADJACENT TO THE FRAMING TOP PLATE. 4 MC CABLE USE SHALL BE LIMITED TO #12 AND #10 COPPER CONDUCTORS. 5 MC CABLE SHALL BE INSTALLED PARALLEL OR PERPENDICULAR TO BUILDING LINES AND FRAMING MEMBERS. 6 MC CABLE SHALL BE USED FOR BRANCH CIRCUITS ONLY. HOMERUNS SHALL BE IN CONDUIT. 7 MC CABLE SHALL BE PROTECTED WHEN INSTALLED THROUGH OR RUN PARALLEL TO FRAMING MEMBERS SO THAT THE NEAREST OUTSIDE SURFACE IS AT LEAST 1 1/4" FROM THE NEAREST EDGE OF THE FRAMING MEMBER. WHEN THIS DISTANCE CAN NOT BE MAINTAINED, THE CABLE SHALL BE PROTECTED FROM SCREW OR NAIL PENETRATION BY A STEEL PLATE, SLEEVE OR EQUIVALENT OF AT LEAST 1/16" THICK. 8 THE RADIUS OF INNER BEND IN CORRUGATED SHEATH MC CABLE SHALL BE GREATER THAN 4" FOR MC CABLE CONTAINING #12 CONDUCTORS AND 4.5" FOR MC CABLE CONTAINING #10 CONDUCTORS. 9 MC CABLES SHALL BE SUPPORTED AT LEAST EVERY 6' & WITHIN 12" OF EVERY BOX, FITTING OR OTHER TERMINATION. 10 MC CABLE SHALL BE REPLACED WHEN THE CORRUGATED SHEATH HAS SEPARATED AND IS NO LONGER INTERLOCKED. 11 MEDICAL GRADE MC CABLE SHALL BE USED IN PATIENT CARE SPACES BUT NOT IN BUSINESS OFFICES, CORRIDORS, LOUNGES, WAITING ROOMS AND SIMILAR AREAS PER 517.10(B). LEGEND q �° 2'x4' CEILING MOUNT A[ 2'X2' CEILING MOUNT A 0 1'X4' CEILING MOUNT A��° - 4' WALL MOUNT AO CEILING MOUNT A Q WALL MOUNT A ❑ CEILING MOUNT A Csl WALL MOUNT A I--�-I SURFACE MOUNT STRIP X ® t X EXIT SIGN, SINGLE OR DOUBLE FACE WALL MOUNT BATTERY EGRESS q v v v TRACK LIGHTING LIGHTING CONTROLS INSTALL FULL NEUTRAL TO ALL SWITCHING DEVICES. INSTALL ALL AT 48" AFF TOB. $ SINGLE POLE, 20A, 120/277V, LEVITON CS1202 $3 THREE WAY, 20A, 120/277V, LEVITON CS3202 $4 FOUR WAY, 20A, 120/277V, LEVITON CS4202 $D 0 - 10V DIMMER $T TWIST TIMER, 5 MINUTE, NO HOLD, INTERMATIC FF5M Pc PHOTOCELL, TORK K2101 Ej TIME SWITCH, TORK DZS200BP $p SWITCH WITH PILOT LIGHT. LEVITON 1221-PLR $m MOTOR STARTING SWITCH. LEVITON MS302/3 os CEILING MOUNT LINE VOLTAGE OCCUPANCY SENSOR WATTSTOPPER DT-355 os WALL MOUNT LINE VOLTAGE OCCUPANCY SENSOR WATTSTOPPER WS-250 ED WALL MOUNT LINE VOLTAGE FAN/LIGHT OCCUPANCY SENSOR SENSORSWITCH WSD PDT 2P FAN os CEILING MOUNT LOW VOLTAGE OCCUPANCY SENSOR WATTSTOPPER DT-300 os WALL MOUNT LOW VOLTAGE OCCUPANCY SENSOR WATTSTOPPER DW-100 pp LOW VOLTAGE OCCUPANCY SENSOR POWER PACK WATTSTOPPER BZ-50 4> CEILING MOUNT LOW VOLTAGE DAYLIGHTING SENSOR WATTSTOPPER LS-301 DAYLIGHTING REMOTE CONTROLLER WATTSTOPPER LRS-301S 1 SHADED SYMBOLS INDICATE LUMINAIRES PROVIDED WITH EMERGENCY BACKUP POWER AND ARE SHOWN AS LIFE SAFETY BRANCH CIRCUIT CRITICAL BRANCH CIRCUIT BATTERY BACK UPEM SYMBOLS SHOWN WITH DASHED LINES INDICATE EXISTING WHERE THE SUBSCRIPTS INDICATE THE FOLLOWING: ER - Existing to Remain XD - eXisting to be Demolished EL - Existing to be reLocated EP - Existing to be rePlaced Mc N_ � J � kh ME 6' TOTAL LENGTH NE 3' M TT UQUIDTIGHT w/o 11ERL I PC to EVERY 10' ILIC �- we e e e�—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® HAND HOLE O JUNCTION BOX HP ELECTRIC MOTOR FS-P-D-1 SURGE PROTECTION DEVICE Q PUSHBUTTON 48" AFF TOB F551 ACCESSIBLE DOOR OPENER 48" AFF TOB 996 480/277V PANEL BOARD G 208Y/120V THREE 0 PANEL BOARD 61 120/240 SINGLE 0 LOAD CENTER 120/240 THREE 0 HIGH LEG LOAD CENTER. TERMINATE G HIGH LEG ON "C" PHASE IN THE METER AND "B" PHASE IN THE PANEL BOARD 6 MISCELLANEOUS PANEL BOARD TRANSFORMER & ENCLOSURE DISCONNECT, NON FUSIBLE. MOUNT 48" AFF CENTER DISCONNECT, FUSED, MOUNT 48" AFF CENTER FUSED COMBINATION STARTER/DISCONNECT MOUNT AT 48" AFF CENTER 8 MOTOR STARTER MOUNT AT 48" AFF CENTER ® VFD - VARIABLE FREQUENCY DRIVE MOUNT AT 48" AFF CENTER 17W ENCLOSED CIRCUIT BREAKER DEVICE LEGEND ALL DEVICES ARE INSTALLED 16" AFF 808 UON. ABOVE COUNTER DEVICES ARE INDICATED BY INTERIOR SHADING AND ARE INSTALLED AT 42" AFF BOB UON. RECEPTACLE, 20A, LEVITON CR20 RECEPTACLE, AC, 20A, LEVITON CR20 RECEPTACLE, ISOLATED GROUND, 20A, LEVITON IG5362 DECORA, TAMPER RESISTANT, 20A, LEVITON TBR20 TR DECORA, TAMPER RESISTANT, USB, 20A, LEVITON T5832 USB I I DECORA, GFCI, WEATHER RESISTANT, 20A, LEVITON WR899 WPr' DECORA GFCI, TAMPER & WEATHER RESISTANT, 20A, LEVITON WT899 GFI TT QUAD RECEPTACLE - DOUBLE DUPLEX, 20A, 120V QUAD RECEPTACLE, AC, W/1 USB RECEPTACLE UP ® SPECIAL RECEPTACLE SWITCH CONTROLLED DUPLEX RECEPTACLE, 20A, 120V w/ CONTROLLED RECEPTACLE MARKING PER 406(E) ® DUPLEX RECEPTACLE IN FLOOR BOX ® QUAD RECEPTACLE IN FLOOR BOX ---]DUPLEX RECEPTACLE AND DATA IN FLOOR BOX -T QUAD RECEPTACLE AND DATA IN FLOOR BOX DRP 30A, 240V, 4 WIRE DRYER RECEPTACLE, LEVITON 279 RP 50A, 240V, 4 WIRE RANGE RECEPTACLE, LEVITON 278 f' TWIST LOCK RECEPTACLE, NEMA LX-XXR Q CLOCK RECEPTACLE, LEVITON 5261-CH @ 96" BOB DRAWING INDEX E-1.0 LEGEND, ABBREVIATIONS AND GENERAL NOTES E-2.0 ELECTRICAL RISER DIAGRAM DEMOLITION E-3.0 LIGHTING PLAN E-4.0 POWER PLAN E-5.0 PANEL SCHEDULE AND ELECTRICAL RISER E-6.0 FIRE ALARM SYSTEM p\N AR 13 3 , _ � l N.`L G � • . C. 0"""DOVE Project No. 151010 NOT FOR CONSTRUCTION E1*0 ■ � 1 Z:\BH_PK Architects\151010 — FH (Zephyrhills) — Wellness Center\Design\151010_E1.0.dwg Monday, February 14, 2011 3:34:45 PM Shawn Jeffrey 02015 BH/PK Architects, Inc. N 0, v N N F-- — — — — — — — — — — I I I I I I I I I I I I I I O12 L— — — — — — — — DEMOLITION NOTES THIS BUILDING IS TO BE TOTALLY GUTTED WHERE ALL ELECTRICAL MATERIALS INCLUDING LUMINAIRES, DEVICES, BOXES, CONDUIT, HANGERS AND CONDUCTORS ARE TO BE REMOVED EXCEPT FOR EQUIPMENT IN THE DATA ROOM. THE CONTRACTOR SHALL VISIT THE SITE TO DETERMINE THE EXTENT OF THE DEMOLITION WORK. HOMERUN CONDUITS MAY REMAIN IF THE CONTRACTOR FINDS THEY ARE IN AN APPROPRIATE POSITION PROVIDING THEY ARE/WILL BE PROPERLY SUPPORTED AND INSTALLED PERPENDICULAR OR PARALLEL TO BUILDING LINES. CONDUIT INSTALLED IN THE EXTERIOR WALL MAY REMAIN IF THE CONTRACTOR FINDS THEY ARE PROPERLY LOCATED TO PROVIDE FOR THE NEW INSTALLATION PROVIDE DOCUMENTATION SHOWING THAT ALL BALLASTS AND LAMPS HAVE BEEN PROPERLY RECYCLED AND/OR DISPOSED. DEMOLITION NOTES PHASE 1 TURN OFF THE 800A MAIN CIRCUIT BREAKER. REMOVE AND DISPOSE OF ALL ELECTRICAL EQUIPMENT, DEVICES, CONDUIT, LUMINAIRES, CONDUIT BODIES AND CONDUCTORS DOWN STREAM OF THE MCB. SET AND INSTALL CT METER BASE, POLE AND CONDUIT TO TRANSFORMER PAD PHASE 2 CONTACT TECO TO DISCONNECT THE BUILDING FEEDERS IN THE TRANSFORMER. EXTEND METER CONDUIT TO TRANSFORMER INTERIOR AND COORDINATE THE INSTALLATION OF CT METER BY TECO. REMOVE 800A MCB AND INSTALL NEW MDP. COORDINATE TECO TO RECONNECT FEEDERS. CEILING NO ------------------------ 7 KEY NOTES ' O1 EXISTING GROUND MOUNTED FLOODS TO BE REMOVED. MAINTAIN CONDUITS FOR FUTURE USE 2O EXISTING DATA JUNCTION BOX TO REMAIN O3 EXISTING RISER POLE TO REMAIN I ® EXISTING PAD MOUNTED TRANSFORMER TO REMAIN O5 EXISTING DISCONNECTS AND FLEX TO BE REMOVED © EXISTING LOADCENTERS TO BE REMOVED O MAINTAIN EXISTING SECONDARY SERVICE FOR FUTURE MDP ® MAINTAIN EXISTING SIGN & SOFFIT LIGHTING CONDUITS FOR FUTURE USE REMOVE ALL CONDUITS LEAVING SLAB. ABANDON UNDERGROUND CONDUITS AND CAP WITH CONCRETE I 10 REMOVE ALL DATA/TELEPHONE CABLES AND EQUIPMENT AT THESE LOCATIONS I 11 PROTECT THIS AREA AND MAINTAIN OPERATING DATA ROOM. DO NOT CUT CATS CABLES. DATA CONTRACTOR MUST DISCONNECT PRIOR TO REMOVAL BY EC. 12 MISC. LIGHTS TO BE REMOVED FROM SOFFIT. ALL MAY NOT BE SHOWN. 13 REMOVE ALL FIRE ALARM EQUIPMENT FOR REINSTALLATION 14 EXISTING PLANTER LIGHTING TO BE REMOVED AND NOT REUSED I 15 EXISTING TREE LIGHTING TO BE REMOVED AND NOT REUSED. I � I I I I I I ©I 15 I L---------- - --------- CEILING I I I I I I I I I I i i I I I I I I I I I I $ I I I I I I I I II 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 r I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I r 1 I I I I I I I I I I I ! I I I I I I I I I I I I I I I I I l IFE_ll_1 __ I I I I I Ir 1r-F------ I I II /'III +ill '/I I I I I 1 I r� _L.� I -L� I I I I 1°^n ! 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Z:\BH_PK Architects\151010 — FH (Zephyrhills) — Wellness Center\Design\l51010_E2.0.dwq Monday, February 14, 2011 3:34:45 PM Shawn Jeffrey u r1.:: ea'. R'ef..e_ _. f. �. I I'..r n tle!II ^-1 ��!: �,I null,• fl• Rwr7w-E ll"N'Twi 71AIIIIIAIIi wl 1, -Jim II.a,n1A 1, pf"l p1111 !A frIS, 1 fwAwAlll l' . J 00 CV 00 N LUMINAIRE b"tom;'HEDULE TAG QTY DESCRIPTION MANUFACTURER CATALC A ZX2' LED WILLIAMS OM22LED*PH3 AP 2'X2' LED WILLIAMS 5OG-S22-LED*PH4' APE ITYPE "AP" VVIBATTERY WILLIAMS 5OG-S22-LED*PH4' Al 2)(2` LED WILLIAMS 5OG-S22-LED*PH4' A2 2'X2' LED WILLIAMS DIGS22LED*PH3 B 4' WALL SCONCE PHILLIPS CSW 21 BE TYPE "B"" W/BATTERY PHILLIPS CSW 2 4i C 6" DOWNLIG IT WILLIAMSLED6O-PH30/840-( D2 UNDERCABINET FINELITE L1C--E-2. D4 UNDERCABINET FINELITE UC-E-4E E EGRESS WILLIAMS EMERiCP/j F SIGN DAY BRITE BLN7OVV-L- G FASCIA, STON O FRIG-1 H EXT. SOFFITf WILLIAMS LEDS 0-PH K D/I PENDANT STRIP FINELITE 312LEDIDDC42ESOE L BATHROOM SCONCE LIBL LW49f P PENDANT 131 CHANDELIER POSSINi DESIGN DOI S SHOWER LIGHT WILLIAM LEDSK30-PH W WALL WASH WILLIAMS LEDWW6O-F 0/M X EXIT WILLIAMS EXIT/EL-SF. X2 EXIT DOUBLE FACE WILLIAMS EXIT/EL-DF NOTES PROVIDE QUAZITE J BOX AND ARLINGTON GP19B PEDESTAL 2 WITH PLASTER FLANGE 3 CONNECT TO ADJACENT UNSWITCHED CIRCUIT 4 PROVIDE POWER CABLES AS NEEDED 5 PROVIDE HEAVY SUPPORT BOX 6 ® INSTALL EXIT LIGHT AS PART OF PHASE 1 O ROUGH IN 4" SQ. BOX AND TURN 90 OUT ABOVE FUTURE CEILING AS PART OF PHASE 1 �i PATIENT CARE AREA PER NEC. O INSTALL JUNCTION BOX AND HOMERUN W?CONDUCTORS AS PART OF PHASE 1. MARK BOX W/CIRCUIT NUMBER Ull uulI A-01 VIA IJ F F ri SIGN LIGHTING SCALE: 1 /8"=1'-0" -55 VIA TS .64`; H0mq' - , 9� _O� 49 - C. yr � �. Project No. 151010 NOT FOR CONSTRUCTION E3,0 Z:\BH-PK Architects\151010 - FH (Zephyrhills) - Wellness Center\Design\l51010_E3.0.dwg Monday, February 14, 2011 3:34:45 PM Shawn Jeffrey i "d d Q2015 BH/PK Architects, Inc. 0 T e v CV N C-1 FBC 713.3.2 M a RAW PENETRATIONS BOX SUN 4' SQ x 2 r METAL 1 }'SINGLE GANG PLASTER BOX SUPPORT 4' SQ x 2 J' METAL BOX 1 J'SINGLE GANG PLASTER RING AWED MOULDED 4' SQ X 3' FIBER( METAL BOXES NOT EXCEEDING 16 SQ. INCHES NOT EXCEEDING 100 SO. INCHES IN ANY 100 SQ. FEET OF WALL ANNULAR SPACE AROUND BOX DOES NOT EXCEED .1/8' BOXES INSTALLED ON OPPOSITE SIDES OF A WALL ARE TO BE SEPARATED BY A MINIMUM OF 24' LAYERS, r TYPE X SHEETROCK STUD ON 16' CENTERS LAYERS, r TYPE X SHEETROCK LAYERS, r TYPE X SHEETROCK STUD ON 24' CENTERS LAYERS, r TYPE X SHEETROCK LAYERS, r TYPE X SHEETROCK STUD ON 16'/24' CENTERS LAYERS, r TYPE X SHEETROCK FIBERGLASS BOXES BY AWED MOULDED PRODUCTS UL CLASSIFIED CEYY ARE MARKED WITH A 2 HOUR RATING ANNULAR SPACE AROUND BOX DOES NOT EXCEED .1/8' LISTED AND INSTALLED IN ACCORDANCE WITH INSTRUCTIONS INCLUDED IN THE LISTING BOXES INSTALLED ON OPPOSITE SIDES OF A WALL ARE TO BE SEPARATED BY A MINIMUM OF 3' MEMBRANE PENETRATIONS M ..... ....... ........ .... WP ? rr C-29 S. C-3 WAP KEY NOTES O DEVICES SHOWN UNDER CABINETS ARE TO BE INSTALLED WITHIN THE KNEE SPACE. SEE ARCHITECTURAL ELEVATIONS FOR LOCATION. O2 FEED THRU GFI RECEPTACLE TO THE ADJACENT USB RECEPTACLE ONLY AND INSTALL STICKER O3 3/4" C. W/4 #8 THWN CU ® TELE/DATA BACKBOARD. SEE DETAIL O CONTRACTOR SHALL USE PAINT TO MOCK UP LOCATION OF TRENCH AND FLOOR BOXES FOR APPROVAL BY ARCHITECT. © PATIENT CARE SPACE PER NEC (D PROJECTOR AND AUTOMATIC ROLLUP SCREEN. REFER TO ARCH. ELEVATIONS. ® INSTALL MOMENTARY SWITCH PROVIDED BY SCREEN PROVIDER. O9 CONNECT RECIRCULATING PUMP 10 PROVIDE GFI RREAKER FOR DISHWASHER 11 ROUGH IN 4" SQ BOX AND TURN 90 OUT ABOVE FUTURE CEILING AS PART OF PHASE 1 WORK 12 PHASE II WORK MR C-12 D I Sh C 0 N N E";hT b►(0 *;b-'HEDU L E EQUIPMENT ELECTRICAL CHARACTERISTICS DISCONNECTING MEANS CONDUIT CONDUCTOR QUANTITY AND SIZE VOLTAGE DROP CALCULATIONS ITEM NUMBER EQUIP TAG DESCRIPTION LOCATION A -kW -HP MCA MRCP VOLTS 1201208 POLES 1, 2 or 3 kVA POLE AMP FUSE SLZE POLES 1, 2 or 3 TYPE 1 or 3R VOLT I RATING DUTY GEN /HD PROVIDED BY SIZE PHASE NEUTRAL. EG MAX. LENGTH ` r,AVD VD% t@ 1100` NOTES ITEM NUMBER DS1 AHU1 AIR HANDLER CEILING 25KW 75 80 208 3 7.21 100 N/F 3 1 240 GEN EC 1 1/4" 3 3 8 141 1.22 DS1 D62 AHU2 AIR HANDLER CEILING 15kVV 49 50 208 3 4.71 60 N/F 3 1 240 GEN EC 1Ef 6 Q 8 108 1,60 D82 DS3 AHU3 AIR HANDLER CEILING 15kW 44 45 208 3 4.23 60 N/F 3 1 240 GEN EC 1" 6 6 8 120 1A4 DS3 DS4 AHU4 AIR HANDLER CEILING 8kVV 26 30 208 3 2.50 60 N/F 3 1 240 GEN EC 3/4" 10 10 10 80 2.15 DS4 DS5 AHU5 AIR HANDLER CEILING 15kVV 49 50 208 3 4.71 60 N/F 3 1 240 GEN EC 1" 6 6 8 108 t60 DS5 DS6 AHU6 AIR HANDLER CEILING IOWN 36 40 208 3 3.46 60 N/F 3 1 240 GEN EC 3/4" 8 8 8 92 1.87 DS6 DS7 AHU7 AIR HANDLER CEILING 2 208 2 0.17 30 NF 1 1 240 GEN EC 1/2" 12 12 12 658 0.30 1,2 DS7 DS8 CU1 CONDENSING UNIT EXTERIOR 35 50 208 3 3.37 60 NF 3 3R 240 GEN EC 3/4" 8 8 8 95 1.82 DS8 DS9 CU2 CONDENSING UNIT EXTERIOR 21.8 35 208 3 2.10 60 NF 3 3R 240 GEN EC 3/4" 10 10 10 96 1.80 DS9 DS10 CU3 CONDENSING UNIT EXTERIOR 18.7 30 208 3 t80 30 NF 3 3R 240 GEN EC 3/4" 10 10 10 112 1.55 DS10 DS11 DS12 CU4 CD5 CONDENSING UNIT CONDENSING UNIT EXTERIOR EXTERIOR 15 21.8 25 35 208 208 3 3 1.44 2.10 30 60 NF NF 3 3 3R 3R 240 240 GEN GEN EC EC 3/4" 3/4" 10 8 10 8 10 8 139 153 1.24 1.13 DS11 DS12 DS13 DS1.4 CU6 CU7 CONDENSING UNIT CONDENSING UNIT EXTERIOR EXTERIOR 18.7 13 30 15 208 208 3 2 1.80 1.08 30 30 NF 3 3 3R 3R 240 240 GEN GEN EC EC N4" 1/2" 10 12 10 12 10 12 112 101 1.55 1,98 DS13 DS14 DS15 DS16 WH1 ERV1 WATER HEATER ENERY RECOVERY STORAGE CEILING 24kVV 83.25 3.7 9Q 15 208 208 3 2 8.01 0.31 100 30 NF NF 3 2 1 1 240 240 GEN GEN EC EC 1 1/4' 1/2" 3 12 3 12 8 12 127 356 1,36 0.56 1 DS15 DS16 DS17 ERV2 ENERY RECOVERY CEILING 3.7 15 208 2 0.31 30 NF 2 1 240 GEN EC 1/2" 12 12 12 356 0.56 1 DS17 DS18 ERV2 ENERY RECOVERY CEILING 3.7 15 208 2 0.31 30 NF 2 1 240 GEN EC 1/2" 12 12 12 356 0,56 1 DS18 #DIV/0! EC #DIV/OI #DIV/O! 0 #DIV/O! EC #DIV/O! #DIV10I 0 -+ I I #DIV/O! #VALUE! 0 NOTES 1 2 3 4 5 6 PROVIDE Sm MOTOR STARTING SWITCH W/PROPER ENCLOSURE FEED FROM CONDENSING UNIT ........ B-23,25127- _ _ _ W \! V VN-VI --V GFl $FGFI I B-43,45,47 �: _ O 3 N A-36 B-44,46,48 TO CU A-18 ✓ `_' )�- A-6,8 DISPOSAL A-1 POWER SCALE: 1/8"=1'-0" JL 0/1111110, PROFESSN)m Mar1EERS 3203 OIAMN PAW DRK TAMPA, FLOMA 33619 PHONE (613) 241-64M Mod +FAX 81 3Y 241_ � / vt Project No. 151010 NOT FOR CONSTRUCTION' E4,0 Z:\BH_PK Architects\151010 - FH (Zephyrhills) - Wellness Center\Design\151010_E4.0.dwg Monday, Februory 14, 2011 3:34:45 PM Shawn Jeffrey 02015 BH/PK Architects, Inc. N N N Ver. 2014 Utility Fault Current amperes kVA - 3(0 `m 1'ds corTtcast. net E =1 208 1= Vtrans.L k A x1_ fi0f3 »t sorts A r $ ans FLA 1 '. E x 1.732 hea = trans. FLA x 100 x PF PF = 05°I1 transformer Z Z - 2.50-1 Ise"= ampere short-circuit current RMS symmetrical, is 35,063 amperes Point to Paint Method Three Phase 208112€t _.,. Length(distance)�r L O er in Nonmetallic Rc� a = ?0 to e 1.732 x L x l (ASC) f ` factor � � 14L.t , NxCxE L-N # conductors r phase N = 2. Phase conductor constant C 20 ease Conductor resit Volt Line to Line E L - L = 208 .Volt .... , '. Neutral conductor Constant C =Rp Neutral Conductor F500 kernit Multiplier Volt Line to Neutral E L - N = 120 Volt f - M= 1 + n 1 f Line to Line M - Q Lute to Neutral M Ov"601, Fault Current at Service Equipment Isca x M = fain currant at terminals of main disconnect L- L = amperes Isca x M = fault current at terminals of main disconnect L- N amperes Fault Current from M o P EL F corps in Metal Ra (y Three Phase Feeder Length (distance) L =F 12 `ffactor = 1,732x L x I (ASC) Inca Phase 17,57`' Neutral N x C x E L-N # conductors per phase N Phase conductor constant C = ' : ' I T ease C€ nductor �� aW . Volt Line to Line E L - L = Volt f T Neutral conductor constant C �..�Neutral Conductor 4/0 Volt Lune to Neutral E L - N = Volt Multiplier f M = 1 Line to Line I + f Line to Neutral M M =� Isca x M = fault current at terminal of the pastel L- L = amperes Isca x M = fault current at terminal of the panel L- N = amperes Ver. 2014 Utility Fault Current _ amperes kVA = 300 'rrl lids con ast net E 208 I = kVA x 1000 = trans. FLA trans. FLA E x 1.732 Isca = trans. FLA x 100 x PF PF = OS°fn transformer Z _ Z - 2.5{i°l LC�a= ampere short-circuit current RAMS symmetrical. Isc<a w„ amperes Point to Point Method Three Phase 2C 712O �► Length (distance) FEET L = 0 corner In Ntanmeta he c ay 'f 'factor = 1.732 x L x I (ASC) N x C x E L-N # conductors per phase N - Phase conductor constant C - ......:......e.a..._.,,.,,,,, Phase Conductor 15wkCM0 v Volt Line to Line E L - L 208 Volt f Neutral conductor constant C Neutral Conductor kcm _ , Multiplier Volk Line to Neutral E L - N = 120 Volt f 0.095 M= 1 1 + f Line to Line M 0323 Line to Neutral M - 0.501' CurrentFault - - EquipmIent Is ., x M = fault current at terminals of main disconnect L- L amperes Isca x M = fault current at terminals of main disconnect L- N a€riperes Fault Current from P to PANEL A& C x sapper in Metal -Raceway Three Phase Length (distance) L Three. Phase � 1.732 x L x i (ASC) `f factor = I a = 2 ,,350 Phase 17,57? Neutral N x C x E L-N # conductors per phase N = 1 Phase conductor constant C - I 1 002 Phase Conductor 4 .' Volt Line to Line E L - L = Volt f 68€ Neutral conductor constant C 1 2 Netttral Conductor 410 Volt Line to Neutral E L - N = $Volt Multiplier f0 M - 1 Line to Line M Q 73. 1 + f Line to Neutral M 0 334 Isca x M =fault current at terminal of the panel L- L Iwoamperes Isca x M = fault current at terminal of the panel L- N amperes AMPS: 225 MOUNT: RECESSED c PANEL: MAN LUGS ONLY ENCLf SUR NEMA I , 14COEL: NO AIC: 22,000 SERVICE: 12(/ 208 V. 30, 4W LOCATION ROOM 140 CKT BREAKER CONNECTED LOAD iKilA) BREAKER NUM DESCRIPTOR CODE A P A B C A B C A P COME EESCRVIiN 1 DISPOSAL MTR 20 1 1.92 2,8a 5Q 2 EQ COOKTOP 3 SPACE 00 2.I Q 50 Eta COOKTOP 5 SPACE 000 4.80 50 i 2 ED WAIL OVEN 7 J1#CC TSAR _ REG 20 1 0,54 a.) 5ct i EQ Y1ALL 6�EI=1 __ 'J Rt11 A 5 REC 20 1 72 0, . .7` 0 1 ZO i REG 1 RM 27 T11 IM 129 REC 20 1_,,.. 0.72 1,00 20 i 1 REC RM 140REFWERA OR 13 RM 123 REC 20 1 a,91D 0.90 20` 1 REC RM 124 15 RAI 124 REC 20 1 0 e4 0.36 20 1 REC RM 120 1- RAt 140 REC 20 1 rO 72 1,00 20G i REC KITCHEN DSFI+n'ASi-tEFt 19 RM 140TV REC 20 1 0.38 `,i 1,7? 20 1 REC RM 142 21 HOOD 140 REC 26 1 Q,00 0 S0 EM 20 1 REC RM 122 237 RM 120 REG 2p 1 4.72 0.72 2€1 1 REG RM 114 25 ml 101 - REC 20 i C18 1.08 20 1 REC RM 110a 27 RA4 110 REC 20 1 s i1..0 ,, 0 y6 20 1 REC JUICE BAR 29 UNG REFRIGERATORJUiCE BAR REC 20 1 1'00 0.54 20 1 REC RM 112 31 JUICE E3.AR REC 20 1 0 54 0.72 20 : 1 REC R141107 33 RAi 122 RX 20 1 1 141 35 KITCHEN REC 20 1 0,a4 0,54 70 - 1 R EC RTd 146 3' SPACE MISC €}.ta p,0#O 20 ; 1 t+i3 C 'FtwE 39 SPACE L11C fl.00 0 y0 20 s 1 MISC SPARE 41 SPACE AtiSC ___.... 4iiQ t?.00 20 I 1 MtSC SPARE 43 RAI 126 REC 20 1 a.72 2.5a 30 t 3 H NC DS4 45 LIGHTS KIT CI NIU3t1IOFFICEaAh1 LTG 1 20 1 1.<3 2.50 30 , HNC DS4 47 LIGHTING RECRONTIOPPICE U 20 1 I.02 2.51i 30 HNC L1$4 49 LIGHTING OUTDOOR LTG 20 1 0 28 4.71 50 3 H NC; D55 51 _... __.... _.__ LIGHTS OUTDOOR _ LTG 20 _ 1 0.14 � � �°� 4,71 _ 50 _. HNC -___-- DS5 53 LIGHTING OUTDOOR LTG 20 1 g 0.99 „`"" 4.71 50 HNC RS5 55 LHTW tiUr[DDOf3 LTA 20 1 20 1 REC. PROJECTOR 5.` L1,Sfi� HNC 40 3 T�� 3.46 U.18 20 I i REC SCREEN 59 DS6 H NC 40 .d( 1.92 20 ' 1 Ea DISK)SAI_ 6t DS3 H Ne All 3 48 (la 20G 1 EQ 66H AS14, 63 D$18 EQ 15 3 0„1 C, <t? 20 1 LTG GFFICE 65 0518 EO 15 - 0.31 0,00 20 1 SPARE 67 DS18 EQ 15 i}.31 a.00 20Rm FARE 69 SPACEAvE 71 SPACE ........._..., (}.0f# v,. � G.OG _ SPACE 73 SPACE 6.00 0.00 SWE. 7 75 SPACE O.�;I� a Iro SPACE 77 FACE 0130 Y; 0,0€1 SWE 79 SPACE Q,0() 0 00 3tO 3 I41SC SPD 81 SPACE O,iG M ," €i.00 IJ iSC 5T'D 83 SPACE 0.00 0.00 14lSC SPD 1 w 7.8 10,4 191 13.8 17A C€iNNECT"D DEMAND DLMAND A1P h1 C MCI NEC LOAD (KVA) FACTOR LOAD KVA) LOAD (KVN LOAD (AMPS) LIGHT4,PG (LTG) 6-6 1.25 6,6 8.2 PER NEC 215.3 RECEPTACLES(RM 2111 1€66 154 PER NEC22OA4 AC (NON 0014G )(AC,NC) 0.0 1.0 0.0 OX PER NEC 220,63 HEAT (NON COI'ICID)(H NO 32.0 1.0 320 32.0 ` PER NEC 2204) MAC (CONCID)(HVAC C) 0.0 1.0 0-0 0.0 EQUIPMENT (FO) 18.S 1.0 18.5 8,5 MOTORS (MTR) H 1,0 00 OX LARGEST MOTOR 1.9 1.25 1,9 2A 'PER NEC 430,24 MISCEL�ANEOUS (MrC) 0-0 1,0 0.0 ox TOTAL 401 74:5 06,6 2123 MAPS CEILING IEXISTING TRANSFORMER AND PADI F t I I I I --- „tt: OII II I II I II I II I II I II I II I II I I III I I II I I I II I 111110M 76 79 80 82 AMPS'00 MOUNT' SURFACE PANEL: MAIN: LUGS ONLY ENCLOStRE_ NEMA 1 MODEL: NO AIC: 22,000 SERVICE. 120t 208 V. 30, 4W LOCATION' ELECTRIC ROOM CKT BREAKER CONNECTED LOAD (KVA) BREAKER CKT NUM DESCRIPTION CODE A j RWA C A 8 C A R CODE DESCRIPTION NUM 1 RM 153 REC 20 1 054 20 1 REC RM 154 2 a RM 151 REC 202 1 '�� 7 0 2 1 REC RM i54 4 5 RM 152 REC 20 1a 9D ii.72 20 1 REC ':RM 1027 Rid 104 REC 20 1 0.72 20 1 REC ':RM 103 8 9 RAAA 902 REC 20 1 0.3C L 5_ 10 1 REC m I:RAM1 102 REFI2f1SEitAt(7R 1tl 11 DS2 H t 1C 50 3ugly 4.71 fl.=z1 15 3 EQ 'DS+17 12 13 L't52 H NO 50 4 71 0,31 15 EQ OS17 14 15 DS2 HNC 50 4 i t 031 15 EQ DS17 16 17 DS1 H NO 80 3 � 7 21 y, 0.31 15 3 EQ aS16 18 19 DS1 H NC 60 '.21 0.31 15 Ed D516 20 21 DS1 HNC 80 7 21 0.31 15 EQ DS16 22 23 DS9 AC NO 35 3 210 3.37 50 3 AC NC D88 24 25 DS9 AC NO 35 2.1fl 3 37 %''°' 50 AC NC DS8 26 27 E1S9 AG NC 35 21 CF t x.; � 3.7 ACNG DS8 28 23 LiS10 ACNC 30 3 80 � ?. 1.44 25 3 AG NC d511 30 31 Ds10 AC NC 30 : 1 8€1 144 b,%, 25 AG NC Ds11 32 33 'DS10 AC NC 30 ! 18Q ? 1t4 25 AC NC':DS11 34 35 i2 AC NC 35 3 210 � ' ' 1.1' 20 1 LTG (LIGHT GAER0BiCSFNkbbWJFPICE 35 37 DS1 2 ACNC 35 ', 2.1G 0,96 20 1 LTG LIGHTING E1REA[KiOFFICE:tICEsS 38 39 ':DS12 ACNC 35 21a ✓ s-'s' 122 20 1 LTG LIGHTNGOFFICEILOBBY/1-OUINGE 44 41 SPARE MISC 20 1 >'> 0 Q® a , 0.00 SPACE 42 __. 43 DS14�__ - AC NC 15 -- 3 1 fl8 �,; `'- 18G 3t1 3 #C NC __..... _ _ w._. D513 _ _ 44 45 DS14 AC NO 15 C 8 84 30 AC NC D513 46 47 DS14 AC NO 15 t 08 1 80 30 ACNC 0513 48 49 DS3 HNC 45 3 4 23 z QC 30 2 EQ DRYER 50 51 ...._.._........ DS3 . _.... HNC 4-�3 2.00 30 _..m... E0, _ _ . _ ... DRYER 52 53 DS3 H NC 4.23 fl.00 SPACE 54 55 RECEPTACLES REC 20 1 09f1 _ O.bC SPACE 56 57 ,SPACE 0 Csv 0.00 SPACE 58 5'3 SPAC E O.Ofl 4.00 _ - SPACE 60 61 SPACE Q 0C1 ' O.aQ !SPACE 62 63 SPACE a 0C SPACE 64 65 SPACE 0:00 - _0.L10 0.00 SPACE 66 67 SPACE 4 ill 5 1C SPACE 68 69 SPACE va 0 SPACE 70 71 SPACE 0.00 - 0 00 SPACE 72 73 SPACE a.f Q ` ` ' o a© SPACE 74 75 SPACE 0 00 mm 0.fl7 SPACE 76 77 SPADE �` (J 0U '�': O.tO€i SPACE __.... 78.- 79 SPACE 0,00 O t}a 30 3 MISC SPD 80 81 SPACE €1.00 000 A4ISC SPD 82 83 SPACE. 0.00 000 MISC ISPD 84 25.8 24S 24.1 U1,5 117 1 91 CONNECTED DEMAND DEMAND A1INNEC MNNEC LOAD (KVA) FACTOR LOAD (KVA) LOAD (KVA) LOAD (AMPS) LIGHTING (LTG) 3.3 1,26 3.3 4A ' PER NEC 215.3 RECEPTACLES (REC) 8.2 8,2 8.2 PER NEC 220,44 AC (NON COINCII),;AC NC) 41.1 1.0 0.0 0,0 ' PER NEC 22a.60 HEAT (NON COINCD)(H NC) 48.5 1.0 48.5 48.5 `PER NEC 220.60 HVAC (COINCIi)(HIIAC C) 0.0 1.0 0.0 0.0 EQUIPMENT (Eli) 5.9 1.0 5.9 5.S MOTORS(MTR) 00 10 0o 0:0 LARGEST MOTOR 0.0 1,25 Ok 0.0 'PER NEC 430.24 MISCELLANEOUS(MISC) 0.0 1.0 0.0 0.0 1069 65,8 66.7 10.0 AMPS 6" X 6" X 21 WIREWAY xxxxxx 2 1/2" EMT W/4 4/0 THHN CU & 1 #2 CU G. #2/0 CU IN 3/4" PVC WHERE EXPOSED #3 CU IN 3/4" PVC TO TBB TELEPHONE BOARD #3 CU IN 3/4" PVC TO DATA RACK #2/0 CU IN 3/4" PVC TO METALLIC COLD WATER PIPE 2"X12"X1/4" CU GROUND BAR INSTALLED ADJACENT TO MSB WITH ISOLATION MOUNT & COMPRESSION LUGS #2/0 CU IN BUILDING STEEL IF APPLICABLE #2/0 CU IN TO CONCRETE ENCASED STEEL #2/0 CU IN 3/4" PVC WHERE EXPOSED #2/0 CU CONNECT ALL GROUND RODS EXOTHERMIC CONNECTION, TYPICAL 5/8"X10' COPPER CLAD GROUND ROD, TYPICAL ELECTRICAL RISER DIAGRAM - 208Y/120V 3+ PANEL A 2 1 /2' EMT W/4 4/0 THHN CU & 1 #2 CU G. PHASE 2 KEY NOTES PANEL C CEILING GRADE AFAPS 225 ......_..... ............. ,... , _.............. MOUNT: RECESSED PAS MAIN. LUGS ONLY ENCLOSURE. NEMA 1 MODEL: NQ AIC: 22,000 SERVICE: 12G!' 208 V. 34> 4A LOCATION:- ROOM 158 CKT BREAKER CONNECTED LOAD (KVA) AKER CKT NUM DESCRIPTION ;ODE CODE DESCRIPTION NUM A i P A Et G A B C P 1 RM 150 REC 20 ! 1 0.54 0.54 F2O 1 REC RM 150 2 RM t50 REC 20 ! 1 7 1 REC RIA 150 4 RPr1 159 REC 20 1 ; °; 0 54 ; , , , 1 08 1 REC RM 157 6 7 RM 156 REC 20 t C90 ;, 0.54 2G 1 REC RM 156 8 9 DS15 E£) 9i# 3 1 8.0D n' iO.72 20 1 REC RM 156 10 11 ._._-, DS15 EQ 90 [ �{ � 8,00 sa" : 0.0J 20 1 EQ AUTOMATIC DOOR 12 13 .............. DS15 EQ ._.e._...M.... 90 --_, 8 00 0.00 '' r.. „': x -.._ 20 1 EGi FREADt4 L 14 15 TREADMILL EQ 20 € 1 J.0C G.OG 20 1 EQ TREADMI L 16 17 TREADfALL EQ 2Q 1 ,.: 000 m" 0.00 20 1 EQ TREADMILL - 18 19 TREADMILL EQ 2(} € 1 Ot}0 7' 0.Go 20 1 EQ TREADMILL 20 21 TREADMLL EQ 2Ci 1 100, � < 0,00 20 1 EO TREADMILL 22 23 LIGHTING OF�:CUSTORITECHILOCKER LTG -- 20 € 1 U, 1 86 ~).€ 00 0,00 20 1 REC TREADMILL 24 25 LIGHTING WEiGHTIGYM y y, „ ,;' ' 20 1 REC SPADE 28 27 LIGHTINGWEiGHTIGYAI LTCx 20 I 1 1,87 0.00 20 1 REC SPACE 28 29 RECIRCULATING PUMP REC 20 € 1 _ 10 0 `"�' s 0 56 I 1 r 003 ', 0,00 20 1 REC SPACE 30 31 SKYLIGHT L)GH LTG F 20 , 1 2 0 1 REC E SPACE 32 33 CEILING FANS EQ 20 1 1.0C g'I 0.00 20 1 REC _ SPACE 34 35 SPARE REC 20 I 1 O GO G:DO 20 1 REC FACE 36 37 SPARE REC 20 1 1 0.00 20 1 REC SPACE 38 39 SPACE „%t 0.00✓'s 0,00 SPACE 40 41 SPACE G.GG 0.00 SPACE 42 43 SPACE 0.00 I 0.00 SPACE 44 45 SPACE Q.Oa 0,00 SPACE 46 47 SPACE '` 0.flu O.flOI ISPACE 48 49 SPACE 0.00 0.00 SPACE 50 �. 51 _ SPACE .. `. O.Oa 0.0G _ _ _.. �„-PACc 52 53 SPACE w: G.QO 0.00 SPACE 54 55 SPACE - -�t.Op - SPACE 56 5i .� SPACE << ,o il 0100 0.00 SPACE 58 i,- SPACE O G0 0.00 SPACE 60 61 ISPACE i 000 0,00 SPACE..- - 62 63 ISPACE D Ou° 0,00 SPACE 64 65 SPACE f .flC O.OD SPACE. fib 6i SPACE - D 00 0 00 _. SPACE 68 65 SPACE I O.Ov C.00 SPACE 70 71 SPACE G €10 0.00 FACE 72 73 SPACE _. SPACE 74 75 SPACE I 0 0C ti.OU SPACE 76 77 SPACE °' 0,00;, -O.flO SPACE 78 79 _81 SPACE 6 0C " 1 ; ` ' 0.00 30 3 MISC SPD-....__._...__� 80 SPACE -- .., .. " 0.0 r. "- 0,00 MISC SPD 82 8a SPACE - I " 000 0.00 M ISO SPID E4 12.0 € 11,6 11.0 1 1.1 _ 1.8 1.1 CONNECTED DEMAND DEMAND MIN NEC MIN NEC LOAD (KVA) FACTOR LOAD (WA) LOAD (KVA) LOAD (AMPS) LIGHTING (LTG) 63 1,25 6.3 T9 'PER NEC 215.3 RECEPTACLES (REC) 7.2 17.2 T2 'PER NEC 220.44 AC (NON COINCID)(AC NC) 0.0 1.0 0.0 0.0 PER NEC 220.50 HEAT (NON COINCIO){H NC) 01 I'D 0.0 0.0 PER NEC 220.50 HVAC (COINCO)(HVC C) 0.D 1.0 0.0 010 EQUIPMENT(EQ) 25.0 1.0 25.0 25.0 MOTORS(MTR) 0.D 1.0 0.0 0.0 LARGEST MOTOR 0.D 1,25 0.13 0,0 'PER NEC 430.24 MISCELLANEOUS(MISC) 0.0 1,0 0.0 0,0 TOTAL 38.5 38.5 40.1 111.3 AMPS AMPS: 800 MOUNT: SURFACE PANEL: MDPMODEL' MAIN' LUGS ONLY ENCLOSURE` NEMA t NO AIC' 30,000 SERVICE: 120? 208 V, 30. 41A' LOCATION: ELECTRIC ROOM CKT BREAKER CONNECTED LOAD(<VA) BREAKER CKT NUM DESCRIPTION CODE A P A _$- C A_ 0 C_ A P CODE DESCRIPTION NUM 1 JPANEL A Eli 225 3 29-50 % ?°_' 225 EQ PANEL B 2 3 PANEL A ECl' Ei3 PANEL 8 - 4 5 PANEL A EQ 25.9C 33. 4 iz{1 PANEL B 6 7 PANEL C EQ 225 3 SPACE 8 9 PANEL G EQ SPACE 1' PANEL C EtD 1 ;r L1,Lfl SPACE 12 13 SPACE C » 0,0f 30 3 MISC SPD 14 15 SPACE 0 i),I O.OG M€SC SPD 16 r_ 17 „ SPACE 0.00 0.00 _...._ . MSC _ - SPD 18 41.6 33A 37A 36.1 1 36.9 i 33.5 CONNECTED DEMAND DEMAND MIN NEC MIN NEC LOAD (KVA) FACTOR LOAD (KVA) LOAD WA) LOAD (AMPS) LIGHTING (LTG) 0.0 1.25 0.0 0.0 'PER NEC 2153 RECEPTACLES (REC) 0.0 0.0 0,0 PER NEC 220.44 AC (NON COINCID)(AC NC) 0.0 1'0 0.0 0.0 ' PER NEC 220.60 HEAT (NON CONCID)(H NCI 0.0 1,0 0.0 0,0 PER NEC 220.60 HVAC (COINCiD)(HVA!-C) 0.0 1,0 0.0 O.0 €QJIPMENT (EQ) 219,5 1'0 219.5 219.5 MOTORS (MTR) 0.0 1.13 0.0 0-0 LARGEST MOTOR 0,0 1,25 0-0 0.0 'PER NEC 430)4 MISCELLANEOUS (MISC) 0.0 1,0 0.0 0.0 TOTAL 215.5 21915 219,5 6013 AMPS O1 INTERCEPT EXISTING UNDERGROUND SIGN CIRCUITS AND EXTEND TO NEW PANEL VIA TIME CONTROLS O INTERCEPT EXISTING OVERHEAD SITE LIGHTING CIRCUITS AND EXTEND TO NEW PANEL VIA TC. Q 0 I rlw% LEN ENGTH GTH 120V BRANCH CIRCUIT CIRCUIT LCIAD NTE kVA #12 THHN Cu Max. Length % VD VD #10 Max, Length THHN Cu % VD VD 0,18 405 20% 24 0.36 202 2.0% 2.4 0.54 135 2.0% 2.4 0,72 101 Z.O% 2.4 _ i61 2_0% 2.4 0.90 81 2.0% 1 2.4 129 2.0% 2.4 1,08 67 2.0% 2,4 107 _ 2A°Jo 2.4 1.26 58 2.0% 2.4 92 2.0% 2.4 1.44 51 2.0% 2.4 80 2.0% 2.4 PANEL VOLTAGE DROP 9.73 x tC x I x L VD = CM TRA d5Ft3RER MDP MDP MDP PANEL A PANEL B AZP PANEL C _K= _ 12.91 For Copper 1 W 12.9 800 12.9 _ ..IZ9 ,_.. 225 225 ... 12.9 .225 L = Lenqth 70 120 120 10 CM Circular Mills 1,000,000 211,600 211600 211.600 V = 1 VoUW, Three Phase 208 ma 208 208 VD = ` Volta Drc 1.2 2,8 2.8 0.2 % VD % of 208 0.60% 1.37% 1.371% 0A l % NCWARD c i47 ��pc of. 1 40193 KPI I�` � � C. PROFESSIONAL ENNIEERS SM QUEEN PALM DRIVE TAMPA. FUNUDA 33619 PHONE (813) 241-64M ��FAX 613 241_®via Project No. 151010 NOT FOR CONSTRUCTION E5,0 02015 BH/PK Architects, Inc. Z:\BH-PK Architects\151010 - FH (Zephyrhills) - Wellness Center\Design\151010_E5.0.dwg Mo doy, February 14, 2011 3:34:45 PM Shawn Jeffrey EXISTING FIRE ALARM SYSTEM. THE EXISTING SILENT KNIGHT MODEL 5808 FIRE ALARM SYSTEM SHALL BE REMOVED DURING DEMOLITION ALONG WITH ALL NOTIFICATION DEVICES, INITIATING DEVICES, BATTERY CABINET AND REMOTE ANNUNCIATOR. REINSTALL ALL DEVICES, PANELS AND CABINETS AS NEEDED EXCEPT SMOKE AND HEAT DETECTORS SHALL NOT BE REUSED. FIRE ALARM NOTES VISIBLE NOTIFICATION DEVICES INSTALLED IN CORRIDORS SHALL BE A MAXIMUM OF 15' FROM THE END AND NOT MORE THAN 100 FEET BETWEEN. DETECTORS SHALL BE INSTALLED AFTER ALL CONSTRUCTION TRADES HAVE COMPLETED CLEANUP. WHERE AMBIENT CONDITIONS PROHIBIT INSTALLATION OF A SMOKE DETECTOR, A HEAT DETECTOR SHALL BE USED. INSTALL A SMOKE ALARM LISTED FOR RESISTANCE TO COMMON NUISANCE SOURCES FROM COOKING SHALL BE INSTALLED WHEN LOCATED BETWEEN 6' AND 20' OF A COOKING APPLIANCE. INSTALL SMOKE ALARMS AT LEAST 3' FROM BATHROOM DOORS, SUPPLY REGISTERS, AND THE TIP OF A CEILING FAN. WALL MOUNTED DETECTORS SHALL BE INSTALLED AT LEAST 4" AND NOT MORE THAN 12" FROM THE CEILING. VISUAL DEVICES IN THE SAME ROOM OR SAME FIELD OF VIEW SHALL BE SYNCHRONIZED. AT THE FCP, INSTALL A SIGN INDICATING LOCATION OF THE BRANCH CIRCUIT SUPPLYING THE PANEL. THE CIRCUIT BREAKER SUPPLYING A FIRE ALARM DEVICE SHALL BE PERMANENTLY MARKED WITH FIRE ALARM. SAID DEVICE SHALL BE RED WITH A LISTED BREAKER LOCKING DEVICE SHALL BE INSTALLED. TYPICAL DUCT DETECTOR CIRCUIT W/REMOTE ALARM TYPICAL INITIATION DEVICES CIRCUIT TYPICAL NOTIFICATION DEVICES CIRCUIT SURGE ARRESTORS SA1 DITEK MRJ31XSCPWP SA2 DITEK 2MHLP36B SA3 DITEK 120HW TEST NAC PANEL IF REQURIED 1/2" EMT W/3#12 TO 20/1 BREAKER MARKED IN RED AND LOCKED 1/2" EMT W/CAT6A TO TELEPHONE BOARD TYPICAL FIRE ALARM RISER DIAGRAM SCALE: NTS FLOOR PULL STATIONS - THE OPERABLE PORTION OF EACH PULL STATION SHALL BE BETWEEN 42" & 54" PER NFPA 72. TO MEET ADA GUIDELINES, THE OPERABLE PART SHALL BE INSTALLED SO THAT IS DOES NOT EXCEED 48" TO CENTERLINE OF DEVICE. NEW DEVICES TO BE INSTALLED AT 48" TO TOP OF BOX. AUDIBLE - IF CEILING HEIGHTS ALLOW, DEVICES SHALL BE MOUNTED SUCH THE TOP OF THE DEVICE IS NOT LESS THAT 90" AFF AND BELOW THE FINISHED CEILING NOT LESS THAN 6". AUDIBLE/VISUAL - DEVICES SHALL BE MOUNTED SO THAT THE ENTIRE LENS IS NOT LESS THAN 80" AFF AND NOT GREATER THAN 96" TO BOTTOM OF DEVICE. VISUAL - WHERE LOW CEILING HEIGHTS DO NOT ALLOW A MINIMUM OF 80", THE DEVICE SHALL BE INSTALLED 6" BELOW THE CEILING. IF INSTALLED BELOW 80" AN IN A PATH OF EGRESS, THE PROJECTION OF THE DEVICE SHALL NOT EXCEED 4" TO MEET ADA GUIDELINES. FIRE ALARM DEVICE HEIGHTSNOT ,oSCALE I N 3� 15cd 15cd MF® a 41 I; u _ ' h as a" .. ... a E yy E RR FIRE ALARM SCALE: 1 /8"=1'-O" •oject No. 151010 T FOR CONSTRUCTION E6,0 02015 BH/PK Architects, Inc. BH_PK Architects\151010 — FH (Zephyrhills) — Wellness Center\Design\151010_E6.0.dwg Monday, February 14, 2011 3:34:45 PM Shawn Jeffrey N N o� N 1!_ a - r x ` e x o ;e CO N v N7 - Q0 O T ry CO FL ORIDA 110SPITAL PHYRHI S 1% 7- ELLNESS C NT R BUILDING M I t rior D molitl"10 Florida Mcospital Ze h rhills l� Y 38233 f3aixghteryRoad Ze h rhills FL 335411 � Y PROJECT TEAM DIRECTORY SYMBOLS AND MATERIALS GENERAL NOTES INDEX OF DRAWINGS A0.0 Cover Sheet OVERIndustryA.iCOLUMN REFERENCE ��� EARTH standards (i.e. ASTM, ANSI, etc.) SHALL HAVE THE SAME FORCE AND EFFECT on performance of work as if copies were directly Inserted into the Contract Documents or bound and ARCHITECTURAL published therewith. Comply with standards In effect as of the date of the Contract Documents, Florida Hospital Zephyrhills OA WINDOW TYPE COMPACTED SUBGRADE unless otherwise note or required by authorities having Jurisdiction. A2.O Interior Demolition Plan _ _ _ _ _ _ _ _ CENTERLINE OR FLOOR LINE 7050 Gall Boulevard Zephyrhills, Florida 33541 ELEVATION BENCHMARK ® METAL 2 CODES - All work shall conform to the following codes and ordinances: Phone: (813) 788-0411 REVISION &NUMBER ® FINISH WOOD -2010 - 2011Florida Building Code 0 Florida Plumbing Code -2010 Florida Fuel Gas Code C.J.D CONTROL JOINT EIFS/DEFS OR GYPSUM BOARD - 2010 Florida Mechanical Code 2010 Florida Accessibility Code ARCHITECT E. EXPANSION JOINT INSULATION BOARD - SECTION - 2010 Florida Energy Conservation Code - 2010 Florida Existing Building Code - 2010 Florida Fire Prevention Code - Effective December 31, 2011 Local Codes and Ordinances and flood damage prevention ordinances where applicable Burt Hill / Pollock Krieg Architects, Inc. ' , . � , . � NEW DOOR & FRAME CONCRETE OR GRAVEL 2002005 NFPA NFPA 99 Life Safety Code - - Health Care Facilities 2010 Guidelines for Design and Construction of Health Care Facilities 8250 College Parkway, Suite 203 NEW METAL STUD WALL CONCRETE MASONRY UNIT (CMU) BUILDING CODE INFORMATION : Fort Myers, Florida 33919 1 ZZI NEW MASONRY WALL OCCUPANCY GROUP :BUSINESS Phone: (239) 482-4761 PLYWOOD -------- WALL TO BE DEMOLISHED ® TYPE II/B- FBC Fax: 239 482-0265 ( ) CORRIDOR 197 ROOM NAME &NUMBER ® ACOUSTIC CEILING TILE TYPE 111 (2,00) FULLY SPRINKLERED NFPA SQUARE FOOTAGE OF REMODELING: 11,588 SO. FT. aora DOOR NUMBER ® BATT OR SEMI -RIGID INSULATION SECTION OR DETAIL RIGID INSULATION I. Contractor to oversee cleaning and Insure that the premises are maintained free of rubbish during construction. Final cleanup is the responsibility of the Contractor. Contractor to provide Permitting Authority with Debris Affidavit at time of submittal. ELEVATION ROUGH WOOD FRAMING OR BLOCKING 2. At the termination of work, submit to Building Agent/Tenant maintenance manuals presenting full details for care and maintenance of all surfaces and equipment of every nature. Contents shall Include manufacturer's and Installer's names, addresses, and phone numbers, and instructions for installation, list, data start-up, operation, maintenance parts and sheets. ® INTERIOR ELEVATION ® CONCRETE ROOF TILE J. Contractor Is responsible for compliance with all Codes, Ordinances and Regulations applicable at project location. Contractor Is responsible for filing and securing all necessary permits, approvals, etc. for all trades. NORTH FTM METAL ROOFING 4. When 'or equal', 'alternate', or other qualifying terms are used, those Items shall be approved by Building Agent/Tenant and/or Architect. PLAN NORTH BRICK PAVERS 5. Existing materials or Items scheduled to remain that ore damaged by construction shall be repolred, patched, and refinished to the nearest intersection, restoring surface to it's original condition. ® SUPPLY DIFFUSER STRIP FLOURESCENT FIXTURE 6. Contractor shall protect all existing walls, doors, frames, surfaces, fixtures, finishes, etc. from damage during demolition and construction. Existing materials to be removed shall be coordinated with Owner to verify /f Owner wishes to salvage some. Relocation of salvaged materials, once ® RETURN GRILLE F-TI-77 Mil PARABOLIC LIGHT FIXTURE removed, to be by the Building Agent/Tenant's forces FLOURESCENT LIGHT FIXTURE 7. Contractor shall verify and be responsible for all dimensions and Job site conditions related to this work. Any discrepancy In dimensions or special modifications required due to field conditions shall be reported to the Architect for clarification Q CEILING FAN RECESSED LIGHT FIXTURE 8. The Architect does not have control or charge of, and shall not be held responsible for construction means, methods, techniques, sequence or for safety precautions and programs In connection with work,for the acts or omissions of the contractor, sub-contr actors or any other persons performing any of the work, or for the failure of any of them to carry out the work In accordance with the Documents. 9. All pipes, ducts, conduit, etc., which penetrate the final slab or walls shall be Installed so as to maintain the fire resistive and structural Integrity of the building construction. /0. Demolition of existing construction necessary to Install new construction and equipment is to be performed by the contractor who Is to supply and Install the new construction and equipment. Install lintels where required with prior written approval. Contractor to repair floor slobs, fII/ gaps, cracks and voids. Grind smooth any high spots or ridges. Floors to be prepared as required to floor finishes that defects be detected. receive so previous substrate cannot 12. GENERAL CONDITIONS OF THE CONTRACT, AIA Document A201, latest edition, shall apply. VICINITY MAP � � z33 � 13. All gypsum board in partitions around 'wet use areas' ( I.e.: Tol/et Room(s), Laundry Room(s), Shower Room(s), etc.) shall be of moisture -resistant these to :> type, and partitions are be sound rated. _.. -.. ..1J1.r14 14. All studs, furring and miscellaneous metal accessories In walls having moisture -resistant gypsum board are to be of galvanized metal. C� 15. All fire -rated partitions are to extend to deck above, and have all voids packed between the deck and top of wall with fire sofeing Insulation. Floor track Is to be set in a bed of sealant. Joints In gypsum board partitions are to be taped over the full height of the partition. Yrwgr�ia . ,.. P#A1 R 16. Fire extinguisher cabinets mounting height to be 2' 6' from floor to bottom of receptacle. Top of extinguisher to be 4' 0' AFF, max. s am 17. All non -fire -rated partitions are to extend 4' above suspended ceiling grid. All such partitions are to be braced back to the structural decking or joists with suitable sub -framing at 48' o.c., max. Provide additional framing, bracing and blocking for all required cabinetry g J �., .:; and equipment. Lyndon T. Pollock x " Registered Architect AR0006747 _ 18. Not all listed GENERAL NOTES may apply, nor are they all-inclusive for every work situation. w 19. Each new FIRE WALL, FIRE BARRIER, FIRE PARTITION, SMOKE BARRIER, SMOKE PARTITION, or any other new wall required to a protected openings shall be permanently Identified with signs or Stencilingabove any PROTECTED ALL OPENINGS', FAO ' Q _~ Pro Project decorative ceilingand In concealed spaces with the words,'FIRE AND SMOKE BARRIER or similar languge. Sign or stenciling to Include UL Design number of partition. Such signs or stencilingshall be in 4 Inch high letters, %p-inch stroke, and not more than 15-feet on center. Per Florida Fire Protection Code 101:8.5..4. Penetrations < �3'' 1 through fire walls to be Identified in the some manor. L iG eke _ __ E t-' 20. Contractor to repair any damaged spray fireproof. Patch shall be completed to maintain the require fire resistant rating. .• l �V 7 } , Y A 1t •` D ARC 111412015 4:27.08 PM ...\AO-0 Cover Sheet.dgn W, AN &I&V Project No. 14037.00 A090 1 ©2015 BH/PK Architects, Inc. i N O N O l'. 'P -M N ` O N rn O 00 -M 00 \ v 142 o Q O ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------� 1 I I I I I I 1 I I � II II r;� _,Il II II II II II I�� --I II II �( II II II II---____JI II� < ' \7l rr'/ yi�- Li Y�IG�'71_r�/� J 1_1 J_I 1r-------F- I --r1 // \ / -,_ - -r-,- - -r r-,- r -r -, ' I-r-,->-��I_ r--- -T -rl► I —_—_—_—_ i I1 �° I II `\` j�,"i / /\ /T / / / / i / i /T ��� '-i / -/—/ / / / / i / / /'rp1 i / / / / t7- I Ih---------- II Il �{ /x / / /. / / / / / / / / / / / / / / / / / / / / / Y, / / / / / �• /j /11 i / / / ,i� 1Jr I 1�.LlJyl 1_LJ_ _/ 1-LJ 1_/ 14- 1-/ 1_/ -- I �- I I ---------- II I V II \ IT 1 II II �v/ �, 1 II II IL- I II L� 1_i 1_G1J 1_i J_G _tl II II I I 1�----------- 11 I [� I II II � II 11 II II ^ I I ----F_ r--- 1 - Ih----- - - - - - i 11 II II I I - - - - - - - - - - --- \+ \ IT 1� �'� k=========�f.=-1=;r=---------I =� =al I �___� i---�� IL --I--- — rr--,-7 �I---,, II -_j II II II / II II 11 I I I -- - - - - - -I < 1 L J I I 11 J 1 I -11 1 11 -jl 11 1 I _ II L 1r-.T= 11 I a 1 II \ 1 11 1111 1 II II I II Remove portion of slab II II _ _ _ _ — — �— — — — — _ _ I 1 1 11 ^ _ _ I I I as required to install 11 I I I n r----- I - II \------- i 11 I I ---III Ir----- II 11 �' II 1111 1 11 / \ I II q II I 1 I' _= 11-1 11 11 II II 1111 1 III kJ _ II P g. YPJCaI IL---------11 ITT-_, / new lumbin t 1 �J r I > I < II II II I I < I II 1f�� -------------II \ �--, II '4 � , III I I J��J _ III I ---------- ---=1---�------------------I I I II r I �- 1 III I 1 \ > . I I 1 1--------�rJ / I I II Id1 i I I I I `. / I I `. / 11 1 •/ IF k gyp a 1 11 I I \ 1 -�I I �; Existingsum board membrane 1 I II I I L -_� I II I lifj I I I at trusses t0 remain, typical I 11 I I I II ii 11 1 ? 11 I 11 ii 1 I I,_(_-��, 1 I 1 11 11 1 `\r1 ii IYc—------�i I----- L--}===,I II-- -�L -Il �i II --- C ----II I, I -- I I I I I I I I I i I I I I DEMOLITION NOTES 1. Remove existing carpet and ceramic the as noted, complete from within rooms including adhesives. Prepare floor slab for new finished flooring including leveling materials. 2. Remove completely all existing wall construction shown In dashed lines including all door, hardware and frames. all existing wall mounted items (I.e. signs, coat hooks, marker boards, etc.) and deliver wall mounted Item to Owner. J. Remove existing wall and base cabinets, shelves, brackets, fasteners, shown dashed. Patch and repair wall and floor as required to match adjacent finishes. 4. Remove existing suspended ceiling system completely from room, remove all old supports and hangers, fled verify extent required. 5. Remove existing ceiling mounted Items (chandeliers, light fixtures, etc.) and deliver to Owner or dispose of as directed by Owner. Refer mechanical and electrical drawings for further ceiling removal work. 6. Remove all accessories (ptd, s.d., shelves, grab bars, etc) Deliver all accessories to the owner or dispose of as directed by the owner. 7. Remove all wall mounted fixtures, brackets or construction not shown that would Interfere with the new construction, finishes, etc. Reinstall, deliver to the owner or dispose of as directed by the owner, patch and repair wall as required by all such removals. 8. Fill and plug all holes In concrete floor full depth of existing slob, as required by remove piping, conduit, etc. See electrical and mechanical drawings for further Information. 9. Remove existing window/door frame as noted. Wall to remain. Patch and repair wall as required to match existing construction. Field verify as required. Refer to floor plan & details for additional work. 10. Saw cut and remove existing wall construction as required to Install new opening. Refer floor plan for additional Information. 11. Exterior demolition of windows and doors will be completed durning construction 12. Remove existing plumbing fixtures and cap plumbing at floor I I I I I I 1 i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 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❑ a I i I I-------- - ---------- I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I i I I I I I I I I I I I I I I I I I I I I 1 I 1 i I u I I 1 I I I I I i I I I I I I I I 1 I I I I I I I I 1 I I I I I I I I I i I I I I 1 I I 1 I I I I I I II L-----------------------------=- --- L--------------------------------� I I• I I I I I I I, I I I I I I I I I I I I I I I I I I I I L Existing gypsum board membrane at trusses to remain, typical 7-7 i-7 i 7-7 i-7 -7 J 1_LJ 1_/ 1_G-/ 1_/ V /A / 7-7 i-1 / / / II 1LJ 1/ J_G� 1_/ J_�//� _ i _ ^ii i^i i^i- i i --------7r--=�=z=r_��71-zsz=z �z=r_�=z� ==TT= II I,'1 II II V, I I I L----�+� ------ il I/ 1 11 rl (,/� •I I II I/ I II II Y / I I II I /I II II I I I / _ L/ Via__ 1��( �_=====1 k T l/ Ill / LLL / - .L_/L II-------------------- I�W I IrkLl 7�------------------------------ II / // / II // , I/ J r//I DEMOLITION PLAN A2.0 118 • = 1 '-0• Walls at Data Room to I Remain. Contractor to 1 protect equipment and I all wiring that services the data room. Coordinate with Hospital I I i I I I I I I I I Remove portion of slab as required to install new plumbing, typical I Project No. 14037.00 A290 111412015 4:11:09 PM ...\A2-0 Interior Demolition Plan.dgn © 2015 BH/PK Architects, Inc. N U U v N N 4 o i v v vv v w v v v v v v v v w v v v v w v v v v v v v v v v v v v WELLNESS CENTER BLDG M KPI Engineering Available Fault Current Calculation Ver. 2014 Utility Fault Current 0 amperes kVA = 300 imp1 ids .comcastnet E = 208 I = kVA x 1000 = trans. FLA trans. FLA = 8, E x 1.732 Isca = trans. FLA x 100 x PF PF =F -9-5 7 transformer Z Z =1 2.50,%a Isca= ampere short-circuit current RMS symmetrical. Isca 7-i1w amperes Three Phase 208/120 Point to Point Method Length (distance) FEET L = 70 Copper in Metal Raceway 'f' factor = 1.732 x L x I (ASC) Isca = 35,063 N x C x E L-N # conductors per phase N = 2 Phase conductor constant C = 19,704 Phase Conductor 350 kl .il Volt Line to Line E L - L = 208 Volt f = 0.519 Neutral conductor constant C = -17-.-3 9-3 Neutral Conductor 4/a Multiplier Volt Line to Neutral E L - N = 120 Volt f = 1.528 M= 1 1 + f Line to Line M = 0.658 Line to Neutral M = 0.396 Fault Current at Service Equipment Isca x M = fault current at terminals of main disconnect L- L 10 ' ' amperes Isca x M = fault current at terminals of main disconnect L- N = 0 amperes Fault Current from I MDP to PANEL B Copper in Metal Raceway Three Phase Three Phase FeederLength (distance) L = 12 'f' factor = 1.732 x L x I (ASC) Isca = 23,089 Phase 13,872 Neutral N x C x E L-N # conductors per phase N = 1 Phase conductor constant C = 15 082 Phase Conductor 4/0 Volt Line to Line E L - L ,' Volt f = 0.153 Neutral conductor constant C =[::jjW Neutral Conductor 4/a 7 Volt Line to Neutral E L - N . 1 124 Volt Multiplier f = 0.159 M = 1 Line to Line M = 0.867 1 + f Line to Neutral M = 0.863 Isca x M = fault current at terminal of the panel L- L = Isca x M = fault current at terminal of the panel L- N = amperes amperes PANEL ■ A SERVICE: 1201 208 V, 3m. 4W AMPS: 225 MAIN: LUGS ONLY MODEL: NO MOUNT: RECESSED ENCLOSURE NEMA 1 AIC: 22,000 LOCATION: ROOM 140 CKT NUM DESCRIPTION CODE BREAKER CONNECTED LOAD (KVA) BREAKER CODE DESCRIPTION A P A B C A B C A P t DISPOSAL MTR 20 1 1.92 2.80 50 2 EQ COOKTOP 3 SPACE 0.00 2.80 50 EQ COOKTOP 5 SPACE 0-00 4.50 50 2 EQ WALL OVEN 7 JUICE BAR REC 20 1 0.54 4.50 50 EQ WALL OVEN 9 RM 115 REC 20 1 0.72 0.72 20 1 REC RM 127 t 1 RM 129 REC 20 1 0.72 1.00 20 1 REC RM 140 REFRIGERATOR 3 RM 123 REC 20 1 0.90 0.90 20 1 REC RM 124 15 RM 124 REC 20 1 0.54 0.36 20 1 REC RM 120 17 RM 140 REC 20 1 0.72 1.00 1 20G 1 REC KITCHEN DISHWASHER '9 RM 140 TV REC 20 1 0.36 0.72 ffAISIM 20 1 REC RM 142 21 HOOD 140 REC 20 1 0.00 0.90 20 1 REC RM 122 23 RM 120 REC 20 1 0.72 D.72 20 1 REC RM 114 25 RM 101 REC 20 1 1.08 Lido 20 t REC RM 110a i 27 RM 110 REC 20 1 0.90 0.36 20 t 1 REC IJUICE BAR 29 UNC REFRIGERATOR JUICE BAR REC 20 1 1,00 0.54 20 t 1 REC IRM 112 31 JUICE BAR REC 20 1 0.54 0.72 20 1 REC RM 107 33 RM 122 REC 20 1 0.54 0.72 20 1 REC RM 141 KITCHEN REC 20 1 0.54 0.54 20 t NEC I RM 146 37 SPACE MISC 0.00 0.00 20 1 MISC SPARE SPACE MISC 0.00 0.00 20 1 MISC SPARE _ SPACE MISC 0.00 0.00 20 1 MISC ISPARE 4, RM 126 REC 20 1 0.72 2.50 30 3 HNC DS4 45 LIGHTING KITCHEN/EDU;OFFICE'EXAM LTG 20 1 1.23 2.50 30 HNC DS4 47 LIGHTING RECPANAtT/OFFICE LTG 20 1 1.92 2.50 30 H NC DS4 49 LIGHTING OUTDOOR LTG 20 1 0.28 4.71 50 3 H INC DS5 5t LIGHTING OUTDOOR LTG 20 1 014 471 50 HNC DS5 53 LIGHTING OUTDOOR LTG 20 1 0.99 4.71 50 HNC DS5 55 LIGHTING OUTDOOR LTG 20 1 1.49 0.18 20 1 REC PROJECTOR 57 DS6 H NC 40 3 3A 0.18 20 1 REC SCREEN 5 DS6 H NC 40 3.46 1.92 20 1 EQ DISPOSAL c DS6 H NC 40 3.46 1.00 20G 1 EQ DISHWASHER E3 DS18 EQ 15 2 0.31 0.50 20 1 LTG OFFICE 65 DS18 EQ 15 0.31 O.DO 20 1 SPARE 67 ICE MAKER EQ 20 1 1.00 0.00 000 20 1 1 1 ISPARE c'9 SPACE 0.00 SPACE 7t SPACE 0.00 0.00 SPACE 73 SPACE SPACE 0,00 0.00 SPACE 75 0.00 O.Do SPACE 77 SPACE 0.00 0.00 SPACE 79 SPACE 0.00 1 0.00 Fjjj§j= 30 1 3 1 MISC ISPD 81 SPACE 0.00 0.00 MISC SPD 83 SPACE 0.00 0.00 1 MISC ISPID 12.3 T8 10.4 1 1 19.1 1 13.8 1 17A CONNECTED DEMAND DEMAND MIN NEC MIN NEC LOAD (KVA) FACTOR LOAD (KVA) LOAD (KVA) LOAD (AMPS) LIGHTING (LTG) 6.6 1,25 6.6 8.2 'PER NEC 215.3 RECEPTACLES (REC) 21.2 15.6 15.6 * PER NEC 220.44 AC (NON COINCID)(AC NC) 0.0 1.0 &0 0.0 'PER NEC 220.60 HEAT (NON COINCID)(H NC) 32.0 I'D 32.0 32.0 PER NEC 220.60 HVAC (COINCID)(HVAC C) 0.0 1.0 0.0 0.0 EQUIPMENT (EQ) 19.1 1.0 19.1 19.1 MOTORS (MTR) 0.0 1.0 0.0 0.0 LARGEST MOTOR 1.9 1.25 1.9 2A PER NEC 430.24 MISCELLANEOUS (MISC) 0.0 1.0 0.0 0.0 TOTAL 80.8 75.2 77.3 214.6 AMPS WELLNESS CENTER BLDG M KPI Engineering Available Fault Current Calculation 3 Ver. 2014 Utility Fault Current Oamperes kVA 300 imp1jds0comcast.net E = 208 1 = kVA x 1000 = trans. FLA trans. FLA = 833 E x 1.732 Isca = trans. FLA x 100 x PF PF = 95% transformer Z Z = 2.509/ Isca = ampere short-circuit current RIMS symmetrical. Isca 35,063 amperes Point to Point Method Three Ph.se 208/120 Length (distance) IFEET L = 70 upper 1n ls.�elal Raceway* * ': If °factor = 1.732 x L x I (ASC) Isca = 35,063`''' N x C x E L-N # conductors per phase N Phase conductor constant C = 19,704' Phase Conductor 351) tccmil Volt Line to Line E L - L = 208 Volt f = 0.5191 Neutral conductor constant C = 17,3931 Neutral Conductor 4/o Multiplier Volt Line to Neutral E L - N = 120 Volt f = 1.528 CT METER M= 1 6" CONCRETE 1 + f Line to Line M = 0.658 POST Line to Neutral M = 0,396 1-1/4" GRS Fault Current at Service Equipment EXISTING TRANSFORMER Isca x M = fault current at terminals of main disconnect L- L = amperes AND PAD Isca x M = fault current at terminals of main disconnect L- N = amperes Fault Current from MDP to PANEL A & C I Cezpper in Metal Raceway Three phase EXISTING PARALLELED 2 1/2- Three Phase Feeder Length (distance) L = 1201 RGS W/4 4/0 ALUMINUM 1.732 x L x I (ASC) Isca = 23 fl ; Phase 13,872 Neutral CONDUCTORS. If ' factor = N x C x E L-N # conductors per phase N = 1 3 Phase conductor constant C = 15,082 Phase Conductor � Dw_ � - REMOVE EXISTING CONDUCTORS Volt Line to Line E L L f3_• �' Volt AND PULL IN NEW 3 350kcmil THWN CU and 4/0 THWN CU f Neutral conductor constant C = 1.530 = 15 082 Neutral Conductor 4/0 NEUTRAL Volt Line to Neutral E L - N = 124_ Volt Multiplier f = 1.593 M = 1 Line to Line M = O.395 1 + f Line to Neutral M = 0.386 Isca x M = fault current at terminal of the panel L- L = Isca x M = fault current at terminal of the panel L- N = amperes amperes CEILING MDP CKT NUM PANEL ■ B SERVICE: 1201 208 V, 3(p, 4W AMPS: 400 MAIN LUGS ONLY MODEL: NQ MOUNT: SURFACE ENCLOSURE NEMA 1 AIC: 22,000 LOCATION: ELECTRIC ROOM CKT NUM DESCRIPTION CODE BREAKER CONNECTED LOAD (KVA) BREAKER CODE DESCRIPTION CKT NUM A P A B C A B C A P 1 RM 153 REC 20 1 1 0.54 20 1 REC RM 154 2 3 RM 151 REC 20 1 0.72 0.72 20 1 REC RM 154 4 5 RM 152 REC 20 1 0.90 0.72 20 1 REC RM 102 6 7 RM 104 REC 20 1 0.72 0.72 20 1 NEC RM 103 8 9 RM 102 REC 20 1 0,90 0.50 20 1 REC RM 102 REFRIGERATOR 10 11 DS2 H NC 50 3 4 71 0.31 15 2 EQ DS17 12 13 DS2 H NC 50 4.71 0.31 1 1 EQ InQ47 14 15 DS2 H NC 50 4.71 0.00 SPACE 16 17 DS1 H NC 80 3 1.11 1 lillifilliffAivilEm0.31 15 2 EQ 0S16 18 19 DS1 H NC 80 7.21 0,31 15 EQ DS16 20 21 DS1 H NC 80 7.21 0.00 SPACE 22 23 DS9 AC NC 35 3 2.10 3.37 50 3 AC NC DS8 24 25 DS9 AC NC 35 2.10 3.37 50 AC NC DS8 26 27 DS9 AC NC 35 2.10 3.37 50 AC NC DS8 28 29 DS10 AC NC 30 3 1.80 1.44 25 3 AC NC DS11 30 31 DS10 AC NC 30 1.80 1 1.44 25 AC NC DS11 32 33 DS10 AC NC 30 1.80 1.44 25 AC NC DS11 34 35 DS12 AC NC 35 3 2.10 1 4G AEROBICSISPiNICOORIOFFICE 36 37 DS12 AC NC 35 2.10 0.96 20 1 LTG LIGHTING BREAK/OFFICEIKIDS 38 39 DS12 AC NC 35 2.10 1.22 20 1 LTG LIGHTING OFFICE/LOBBY'LOUNGE 40 41 SPARE MISC 20 1 0.00 0.00 SPACE 42 43 DS14 AC NC 1 15 3 1.08 1.80 30 3 AC NC IDS13 44 45 DS14 AC NC 15 1-08 1.80 30 AC NC DS13 46 47 DS14 AC NC 15 1.08 1.80 30 AC NC 1 DS13 48 49 DS3 H NC 45 3 423 2-00 30 2 EQ DRYER 50 51 DS3 H NC 4.23 2.00 30 EQ DRYER 52 53 DS3 HNC 423 0.00 SPACE 54 55 RECETPACLES REC 20 1 0.90 0.00 SPACE 56 57 SPACE 0.00 0.00 SPACE 58 59 SPACE 0.00 0.00 SPACE 60 61 SPACE 0.00 000 SPACE 62 63 SPACE 0.00 0.00 SPACE 64 65 SPACE 0.00 0,00 SPACE 66 67 SPACE 0.00 0.00 SPACE 68 69 SPACE 0.00 0.00 SPACE 70 71 SPACE 0.00 0.00 SPACE 72 73 SPACE 0.00 0.00 SPACE 74 75 SPACE D.00 0.00 SPACE 76 77 SPACE 0.00 0,00 SPACE 78 79 SPACE OQO 0.00 30 3 MISC SPD 80 81 SPACE 0.00 0.00 MISC SPD 82 83 SPACE 0.00 0.00 MISC SPD 84 25.8 24.9 24.1 11.5 11 A 9.1 CONNECTED DEMAND DEMAND MIN NEC MIN NEC LOAD (KVA) FACTOR LOAD (KVA) LOAD (KVA) LOAD (AMPS) LIGHTING (LTG) 3.3 1,25 3.3 4.1 PER NEC 215.3 RECEPTACLES (REC) 8.2 * 8.2 8.2 PER NEC 220.44 AC (NON COINCID)(AC NC) 41.1 1.0 0.0 0.0 PER NEC 220.60 HEAT (NON COINCID)(H NC) 48.5 1.0 48.5 48.5 PER NEC 220.60 HVAC (COINCID)(HVAC C) 0.0 1.0 0.0 0.0 EQUIPMENT (EQ) 5.2 1.0 5.2 5.2 MOTORS (MTR) 0.0 1.0 0.0 0.0 LARGEST MOTOR 0.0 1.25 0.0 0.0 PER NEC 430.24 MISCELLANEOUS(MISC) 0.0 1.0 0.0 0.0 TOTAL 106.3 65.2 66.0 1813 AMPS PHASE 2 6" X 6" X 21 WIREWAY xxxxxx 2 1/2" EMT W/4 4/0 THHN CU & 1 #2 CU G. #2/0 CU IN 3/4" PVC WHERE EXPOSED #3 CU IN 3/4" PVC TO TBB TELEPHONE BOARD #3 CU IN 3/4" PVC TO DATA RACK #2/0 CU IN 3/4" PVC TO METALLIC COLD WATER PIPE 2"X12-X1/4" CU GROUND BAR INSTALLED ADJACENT TO MSB WITH ISOLATION MOUNT & COMPRESSION LUGS #2/0 CU IN BUILDING STEEL IF APPLICABLE #2/0 CU IN TO CONCRETE ENCASED STEEL #2/0 CU IN 3/4" PVC WHERE EXPOSED #2/0 CU CONNECT ALL GROUND RODS EXOTHERMIC CONNECTION, TYPICAL 5/8'X10' COPPER CLAD GROUND ROD, TYPICAL ELECTRICAL RISER DIAGRAM - 208Y/120V 3+ 2 1 /2' EMT W/4 4/0 THHN CU & 1 #2 CU G. PANEL A PHASE 2 OVA CQUNG GRADE PANEL ■ C SERVICE. 1201 208 V, 3(P, 4W AMPS: 225 MAIN: LUGS ONLY MODEL: NO MOUNT: RECESSED ENCLOSURE: NEMA 1 AIC: 22,000 LOCATION: ROOM 158 CKT NUM DESCRIPTION CODE BREAKER CONNECTED LOAD (KVA) BREAKER CODE DESCRIPTION CKT NUM A P A B C A B C A P 1 RM 150 REC 20 1 0.54 " 0.54 20 1 REC RM 150 2 3 RM 150 REC 20 1 0.72 1.08 20 1 REC RM 150 4 5 RM 159 REC 20 1 Ob4 1.08 20 1 REC RM 157 6 7 RM 156 REC 20 1 0.90 0.54 20 1 REC RM 155 8 9 DS15 EQ 90 3 8.00 0.72 OW 20 1 REC RM 150 10 11 DS15 EQ 90 8.00 0.00 1 20 1 EQ AUTOMATIC DOOR 12 13 DS15 EQ 90 8.00 0.00 20 0.00 20 1 1 EQ TREADMILL TREADMILL 14 15 TREADMILL EQ 20 1 0.00 EQ 16 17 TREADMILL EQ 20 1 0.00 0.00 20 0.00 20 1 EQ TREADMILL 18 19 ITREADMILL EQ 20 1 1 0.00 1 EQ TREADMILL 20 21 TREADMILL EQ 20 1 0.00 0.00 20 1 EQ TREADMILL 22 23 LIGHTING OFFICEISTOR/TECHILOCKER LTG 20 1 1.86 1.58 0.00 20 0.00 20 1 REC TREADMILL 24 25 LIGHTING WEIGHT/GYM LTG 20 1 1 REC SPACE 26 27 LIGHTING WEIGHT/GYM LTG 20 1 1.87 0.00 20 1 REC SPACE 28 29 RECIRCULATING PUMP REC 20 1 0.56 0.00 1 20 0.00 20 1 REC SPACE 30 31 SKYLIGHT LTG 20 1 1.00 1 REC SPACE 32 33 CEILING FANS EQ 20 1 1.00 0.00 20 1 REC SPACE 34 35 LIGHTING 151, 152, 153 REC 20 1 1.00 0.00 1 20 0.00 20 1 REC SPACE 36 37 SPARE REC 20 1 0.00 0.00 1 I REC SPACE 38 39 SPACE 0.00 1 ISPACE 40 41 SPACE 0.00 0.001 0.00 ISPACE 42 43 SPACE 0.00 SPACE 44 45 SPACE 0.00 0.00 SPACE 46 47 SPACE 0.00 0.00 0.00 0 SPACE 48 49 SPACE ISPACE 50 51 SPACE 0.00 0.00 SPACE 52 53 SPACE 0.00 0.00 SPACE 54 55 SPACE 0.00 0.00 0.00 0.00 SPACE SPACE 56 57 SPACE 58 59 SPACE 0.00 0.00 SPACE 60 61 SPACE 0.00 0.00 SPACE 62 63 SPACE 0.00 0.00 SPACE 64 65 SPACE 0.00 0.00 0.00 SPACE 66 67 SPACE 0.00 0.00 SPACE 68 69 SPACE 0.00 SPACE 70 11 SPACE 0.00 0.00 1 0.00 SPACE 72 73 SPACE 0.00 SPACE 74 75 SPACE 0.00 0.00 SPACE 76 77 SPACE 0.00 0.00 0.00 0.00 SPACE 78 79 SPACE 30 3 MISC SPD 80 81 SPACE 0.00 0.00 1 MISC SPD 82 83 ISPACE I MISC ISPID 84 12.0 11.6 12.0 1.1 1.8 1.1 CONNECTED DEMAND DEMAND MIN NEC MIN NEC LOAD (KVA) FACTOR LOAD (KVA) LOAD (KVA) LOAD (AMPS) LIGHTING (LTG) 6.3 1.25 6.3 7.9 PER NEC 215.3 RECEPTACLES (REC) 8.2 8.2 8.2 PER NEC 220.44 AC (NON COINCID)(AC NC) 0.0 1.0 0.0 0.0 PER NEC 220.60 HEAT (NON COINCID)(H NC) 0.0 1.0 0.0 0.0 PER NEC 220.60 HVAC (COINCID)(HVAC C) 0.0 1.0 0.0 0.0 EQUIPMENT (EQ) 25.0 1.0 25.0 25.0 MOTORS (MTR) 0.0 1.0 0.0 0.0 LARGEST MOTOR 0.0 1.25 0.0 0.0 PER NEC 430.24 MISCELLANEOUS(MISC) 0.0 1.0 0.0 0.0 TOTAL 39.5 39.5 41.1 114.1 AMPS AMPS: 800 MOUNT: SURFACE PANEL ■ �%� Ir1 D P MAIN: LUGS ONLY MODEL: NQ ENCLOSURE: NEMA 1 AIC: 30.000 SERVICE. 120/ 208 V, 3(D. 4W LOCATION: ELECTRIC ROOM CKT BREAKER CONNECTED LOAD (KVA) BREAKER CKT NUM DESCRIPTION CODE CODE DESCRIPTION NUM A P A B C A B C A P 1 PANEL A EQ 225 3 29.50 36.70 225 3 EQ PANEL B 2 3 PANEL A EQ 21.00 36.90 EQ PANEL B 4 5 PANEL A EQ 25.90 33.50 EQ PANEL B 6 7 PANEL C EQ 225 1 3 12-10 0.00 SPACE 8 9 PANEL C EQ 12 40 0.00 SPACE 10 11 PANEL c EQ 0.00 11.50 0.00 SPACE 12 13 SPACE 0.00 30 3 MISC SPD 14 15 SPACE 0.00 0.00 MISC SPD 16 17 SPACE 0.00 0.00 MISC SPD 18 41.6 1 33.4 1 37 4 367 1 36.9 33.5 CONNECTED DEMAND DEMAND MIN NEC MIN NEC LOAD (KVA) FACTOR LOAD (KVA) LOAD (KVA) LOAD (AMPS) LIGHTING (LTG) 0.0 125 0.0 0.0 PER NEC 215.3 RECEPTACLES (REC) 00 0.0 0.0 PER NEC 220.44 AC ( NON COINCID)(AC NC) 00 1.0 0.0 0.0 'PER NEC 220.60 HEAT (NON COINCID)(H NC) 0.0 10 0.0 0.0 PER NEC 220.60 HVAC (COINCID)(HVAC C) 0.0 1.0 00 0.0 EQUIPMENT (EQ) 2195 1.0 219.5 219.5 MOTORS (MTR) 00 1.0 0.0 0.0 LARGEST MOTOR 0.0 1.25 0.0 0.0 PER NEC 43024 MISCELLANEOUS(MISC) 0.0 1.0 0.0 00 TOTAL 219.5 219.5 219.5 609.3 AMPS 10 INTERCEPT EXISTING UNDERGROUND SIGN CIRCUITS AND EXTEND TO NEW PANEL VIA TIME CONTROLS O INTERCEPT EXISTING OVERHEAD SITE LIGHTING CIRCUITS AND EXTEND TO NEW PANEL VIA TC. O MAXIMUM LENGTH 120V BRANCH CIRCUIT CIRCUIT #12 THHN Cu #10 THHN Cu LOAD NTE kVA Max. Length % VD VD Max. Length % VD VD 0.18 405 2.0% 2.4 0.36 202 2.0% 2.4 0.54 135 2.0% 2.4 - 0.72 101 2.0% 2.4 161 2.0% 2.4 0.90 81 2.0% 2.4 129 2.0% 2.4 1.08 67 2.0% 2.4 107 2.0% 2.4 1.26 58 2.0% 2.4 92 2.0% 2.4 1.44 51 2.0% 2.4 80 2.0% 2A PANEL VO LTAG DROP VD = 1.73 x K x I x L TRANSFORMER j MDP MDP PANEL A MDP PANEL B MDP PANEL C CM K = 12.91 For Copker 12.9 12.9 12.9 12.9 1 = Amps 600 j 225 225 225 L = Length 70 120 120 10 CM= Circular Mills 700,000 211600 211,600 211,600 V = Voltage, Three Pha e 208 208 208 208 VD = Volta e Dro 1.3 2,8 2.8 0.2 VD I % of 208 0.64% 1, 37% 1.37% 0.11 % \41 r- will U U rl Fri N 0 N 00 U � M O N S = ct O b�ACM �ZZ h+i oNo rs, a r-a LO 0 C14 I CV o� c 0 3 'x w 0 0 E U O a a� a O U C'n ch �o Q O '� A q `r' V1 w O w • r-1 �-1 O V1 a3 O -7� o I� O w� w w� Project No. 151010 NOT FOR CONSTRUCTION E5.0 02015 BH/PK Architects, Inc. I Z:\BH_PK Architects\151010 - FH (Zephyrhills) - Wellness Center\Design\151010_E5.0.dwg Monday, February 14, 2011 3.34.45 PM Shawn Jeffrey