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HomeMy WebLinkAboutProfile by Sanford Health-Carmel, IN-PlansDETAIL CALLOUT REFERENCE SECTION CUT REFERENCE DETAIL IDENTIFICATION KEYED NOTE AREA INCLUDED IN DETAIL DETAIL NUMBER SHEET NUMBER ON WHICH DETAIL IS LOCATED DETAIL NUMBER SHEET NUMBER ON WHICH DETAIL IS LOCATED DIRECTION OF CUT NOTE NUMBER (SEE KEYNOTE LEGEND - SAME SHEET) POINTS TO LOCATION AFFECTED BY NOTE DETAIL NUMBER DETAIL SCALE SHEET NUMBER ON WHICH DETAIL IS LOCATED A101 1 3 4 2 SHEET NUMBER OF ELEVATIONS ELEVATION NUMBER DIRECTION OF VIEW INTERIOR ELEVATION REFERENCE FLOOR LINE 100'-0" ITEM OR OBJECT BEING DEFINED ELEVATION ELEVATION MARKER AD 1 CB 1 REVISIONS GRAPHICALLY OUTLINES CHANGES CLASSIFIES WHICH SEQUENCE THE CHANGES BELONG TO (ISSUE DATES ARE LISTED ON SHEET BORDERS & SHEET INDEX) REVISION ADDENDUM CONSTRUCTION BULLETIN A101 1 A101 1 VIEW NAME A101 SCALE: 1/8" = 1'-0" 1 DIVISION 00 PROCUREMENT AND CONTRACTING REQUIREMENTS 00 72 00 GENERAL CONDITIONS A. THE AIA GENERAL CONDITIONS A201 LATEST EDITION IS A PART OF THESE DOCUMENTS. COPIES ARE ON FILE AT THE OFFICE OF EXCEL ENGINEERING, INC. 00 73 16 INSURANCE REQUIREMENTS A. PRIOR TO COMMENCEMENT OF WORK, THE CONTRACTOR SHALL SUBMIT TO THE OWNER A CERTIFICATE OF INSURANCE FOR NOT LESS THAN THE FOLLOWING LIMITS: 1. WORKER'S COMPENSATION AND EMPLOYERS LIABILITY a.) PER STATUTORY LIMITS 2. COMMERCIAL GENERAL LIABILITY a.) GENERAL AGGREGATE: $2,000,000 b.) PRODUCTS AND COMPLETED OPERATIONS AGGREGATE: $2,000,000 c.) PERSONAL AND ADVERTISING INJURY: $1,000,000 d.) EACH OCCURRENCE: $1,000,000 DIVISION 01 GENERAL REQUIREMENTS 01 11 00 SUMMARY OF WORK A. THE PLANS AND SPECIFICATIONS ARE INTENDED TO GIVE A DESCRIPTION OF THE WORK. NO DEVIATION FROM THE PLANS AND SPECIFICATIONS SHALL BE MADE WITHOUT THE WRITTEN CONSENT OF EXCEL ENGINEERING, INC. THE CONTRACTOR IS TO CLARIFY ANY DISCREPANCIES WITH EXCEL ENGINEERING, INC. PRIOR TO BEGINNING WORK. THE CONTRACTOR SHALL VISIT THE SITE TO VERIFY EXISTING CONDITIONS AND ACCESS TO THE WORK AREA. 01 25 13 PRODUCT SUBSTITUTION PROCEDURES A. REFERENCE TO MATERIALS OR SYSTEMS HEREIN BY NAME, MAKE OR CATALOG NUMBER IS INTENDED TO ESTABLISH A QUALITY STANDARD, AND NOT TO LIMIT COMPETITION. THE WORDS "OR APPROVED EQUIVALENT" ARE IMPLIED FOLLOWING EACH BRAND NAME/MODEL NUMBER UNLESS STATED OTHERWISE. "OR APPROVED EQUIVALENT" MATERIALS SHALL BE APPROVED BY EXCEL ENGINEERING, INC. PRIOR TO BIDS BEING ACCEPTED AND ACCEPTANCE FOR USE. PROVIDE A LETTER FROM THE MANUFACTURER CERTIFYING THAT THE PRODUCT MEETS OR EXCEEDS THE SPECIFIED PRODUCT. 01 31 00 PROJECT MANAGEMENT AND COORDINATION A. THE CONTRACTOR HAS THE SOLE RESPONSIBILITY FOR AND SHALL HAVE CONTROL OF CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND SAFETY PRECAUTIONS AND PROCEDURES USED TO CONSTRUCT THE WORK. B. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIAL (INCLUDING TAXES) AND EQUIPMENT AS NECESSARY TO COMPLETE THE WORK. PERMITS SHALL BE OBTAINED AND PAID FOR BY THE RESPECTIVE CONTRACTOR, INCLUDING TEMPORARY OCCUPANCY PERMIT IF REQUIRED. C. AVAILABILITY OF CAD FILES: 3. CAD FILES OF CONSTRUCTION DOCUMENTS MAY BE OBTAINED BY CONTACTING EXCEL ENGINEERING, INC. REQUESTS SHALL BE EMAILED TO BILLING@EXCELENGINEER.COM AND INCLUDE THE FOLLOWING INFORMATION: a.) EXCEL ENGINEERING PROJECT NAME b.) EXCEL ENGINEERING PROJECT NUMBER c.) SHEET NUMBERS REQUESTED 4. COST FOR CAD FILES WILL BE $75 PER REQUEST, PLUS $25 FOR EACH SHEET REQUESTED. ALL FEES ARE NON-REFUNDABLE. 5. PAYMENT MUST BE MADE THRU EXCEL ENGINEERING, INC. PAYPAL ACCOUNT BEFORE CAD FILES WILL BE SENT. F. SEE PLAN FOR PRODUCT SPECIFICATION AND LOCATION. FURNISH AND INSTALL ALL HARDWARE AS INDICATED ON THE PLAN. 08 80 00 GLAZING A. COMPLY WITH COMBINED WRITTEN INSTRUCTIONS OF MANUFACTURERS OF GLASS, SEALANTS, GASKETS, AND OTHER GLAZING MATERIALS, UNLESS MORE STRINGENT REQUIREMENTS ARE INDICATED, INCLUDING THOSE IN REFERENCED GLAZING PUBLICATIONS. B. PROTECT GLASS EDGES FROM DAMAGE DURING HANDLING AND INSTALLATION. REMOVE DAMAGED GLASS FROM PROJECT SITE AND LEGALLY DISPOSE OF OFF PROJECT SITE. DAMAGED GLASS IS GLASS WITH EDGE DAMAGE OR OTHER IMPERFECTIONS THAT, WHEN INSTALLED, COULD WEAKEN GLASS AND IMPAIR PERFORMANCE AND APPEARANCE. C. PROVIDE SAFETY GLASS IN ALL GLAZING AS LISTED BELOW UNLESS NOTED OTHERWISE: 1. WHERE REQUIRED BY FEDERAL, STATE AND LOCAL CODES. D. SAFETY GLASS REQUIREMENTS 1. SAFETY GLASS SHALL BE, BUT NOT LIMITED TO a.) TEMPERED GLASS b.) LAMINATED GLASS c.) SAFETY PLASTIC d.) SAFETY INSULATING UNITS WHICH MEET THE TEST REQUIREMENTS OF ANSI Z97.1, AND WHICH ARE CONSTRUCTED, TREATED, OR COMBINED WITH OTHER MATERIALS SO AS TO MINIMIZE THE LIKELIHOOD OF CUTTING AND PIERCING INJURIES RESULTING FROM HUMAN IMPACT WITH THE GLAZING MATERIAL. 2. ALL SAFETY GLAZING MATERIAL SHALL BE LABELED PER LOCAL, STATE, AND FEDERAL REQUIREMENTS. E. SEE PLAN FOR PRODUCT SPECIFICATION AND LOCATION. FURNISH AND INSTALL THE GLAZING AS INDICATED ON THE PLAN. DIVISION 09 FINISHES 09 01 00 FINISHES A. REQUIREMENTS 1. PROVIDE AND INSTALL ALL FINISHES AS INDICATED ON PLANS. 2. INSTALL ALL MATERIALS PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. 3. "FINISH" INSTALLER INSPECT SUBSURFACE AND PREPARE AS PER MANUFACTURER'S SPECIFICATIONS PRIOR TO INSTALLATION OF PRODUCT. 4. ALL FINISHES TO MEET ALL CODE REQUIREMENTS AND REGULATIONS INCLUDING FLAME SPREAD AND SMOKE DEVELOPMENT. B. EXTRA MATERIAL 1. PROVIDE NEW, EXTRA MATERIAL OF EACH FINISH TYPE AND COLOR TO BE TURNED OVER TO OWNER AT JOB COMPLETION FOR THE FOLLOWING ITEMS: a.) PAINT: PROVIDE 1 GALLON FOR FIELD COLORS AND 1 QUART FOR ACCENT COLORS APPLIED b.) RESILIENT FLOOR TILE: PROVIDE 1 BOX FOR EVERY 50 BOXES OR FRACTION THEREOF INSTALLED c.) ACOUSTICAL CEILING TILE: PROVIDE FULL-SIZE UNITS EQUAL TO 2% OF QUANTITY INSTALLED, BUT NOT LESS THAN 1 BOX d.) WOOD FLOORING: PROVIDE FULL-SIZE UNITS EQUAL TO 3% OF QUANTITY INSTALLED, BUT NOT LESS THAN 50 S.F. e.) LAMINATE FLOORING: CERAMIC, QUARRY AND PORCELAIN TILE: PROVIDE FULL-SIZE UNITS EQUAL TO 3% OF QUANTITY INSTALLED, BUT NOT LESS THAN 50 S.F. DIVISION 15 - MECHANICAL SCOPE: The GENERAL, SUPPLEMENTAL and other CONDITIONS of the Contract and the GENERAL REQUIREMENTS are hereby made part of this Division. This Division pertains to general provisions and requirements for Plumbing, Heating, Ventilation and Air Conditioning Work. "Contractor" referred to in this Section of the specification implies the Mechanical Contractor(s), all Subcontractors and all Sub-Subcontractors. The Contractor shall provide all items, articles, materials, operations required for a complete installation, including all labor, materials, equipment, accessories, wiring and incidentals necessary to be installed in accordance with manufacturer's recommendations PERMITS AND SERVICE CHARGES : All permits and service charges necessary for execution of the work under this Contract shall be obtained by and be paid for by the Contractor. It shall be the responsibility of the Contractor to determine the permit requirements of the local authorities and utility companies and the cost of required permits, service charges and tap fees shall be included in the Contractor's bid. CODES AND STANDARDS : All work shall be executed in accordance with all local, state and national rules, regulations, codes, etc., which are applicable and shall be subject to inspection by the proper authorities. Materials and equipment shall be new and of best quality, of the type best suited for the purpose intended, and be made by nationally recognized and substantially established manufacturers. All work performed and all equipment furnished shall be manufactured and installed in strict accordance with all applicable codes and standards, including the applicable provisions of the following: 1. Local and State Plumbing Codes. 2. National Fire Protection Association (NFPA). 3. National Electric Code (NEC). 4. Underwriter's Laboratory (UL). 5. American Gas Association (AGA) Standards. 6. International Plumbing Code. 7. International Mechanical Code. 8. ASME Boiler and Pressure Vessel Codes. 9. American Waterworks Association (AWWA). 10. National Sanitation Foundation (NSF). 11. Occupational Safety and Health Act of 1970 (OSHA). 12. International Building Code (IBC). 13. Life Safety Code. 14. State Energy Conservation Standards. 15. Americans with Disabilities Act (ADA). All materials installed shall have composite fire and smoke hazard ratings as tested by procedures ASTM 84, NFPA 255 and UL 723 not to exceed 25 Flame Spread and 50 Smoke Developed. CODES AND STANDARDS (cont) : Where specific requirements of any code vary with the requirements of another code, the higher standard shall govern. All equipment manufactured in accordance with the provisions of the above codes and standards shall bear the label of the respective association bureau thereon. DESIGN AND DRAWINGS : In general, the drawings furnished by the Owner are general construction design development documents. Any suggestion of mechanical work is schematic in nature. The Contractor shall furnish all final design work. The Contractor shall consult the Owner's drawings for dimensions. Drawings shall not take precedence over field measurements. All design work shall be in accordance with current ASHRAE Standards and Recommendations. The Contractor shall furnish all incidental labor, material or equipment for the systems so that each system is a complete and operating one. F.E. E EXISTING DOOR TO REMAIN NEW DOOR SEE PLAN FOR ALL WALL WIDTHS X SEE SHEET A1.1 FOR WALL TYPES EXIT SIGNAGE FIRE EXTINGUISHER w/ CABINET -SEE SHEET A1.1 EXISTING WALL TO REMAIN EXISTING WALL TO BE DEMOLISHED SYMBOLS LEGEND RETAIL 100 CONSULT 2 102 HALLWAY 110 CONSULT 6 106 DATA 116 DISCOVERY ROOM 113 BREAKROOM 114 CONSULT 3 103 CONSULT 1 101 CONSULT 4 104 WOMENS RESTROOM 111 MENS RESTROOM 112 CONSULT 5 105 STORAGE 115 23'-6 1/2" 4 7/8" HOLD 7'-6" 4 7/8" HOLD 7'-6" 7 1/4" HOLD 7'-6" 4 7/8" 7'-7 7/8" 9 1/4" 7'-7 7/8" 4 7/8" 14'-3 3/8" 4 7/8" 3'-5 1/4" 4 7/8" 16'-0 7/8" 4 7/8" 14'-3 3/8" HOLD 4 7/8" 7'-6" HOLD 4 7/8" 7'-6" HOLD F.E. DATA 116 CONSULT 6 106 CONSULT 1 101 CONSULT 2 102 CONSULT 3 103 RETAIL 100 HALLWAY 110 BREAKROOM 114 TYP TYP A4.0 10 A4.0 11 A4.0 9 A5.0 6 5 A4.0 10 CONSULT 4 104 005 002 C600 020 006 C300 006 C300 006 C300 006 C300 C404 C200 015 027 C400 C500 C403 C100 C102 C102 C100 C102 C102 C100 C102 C100 C102 C102 C100 C102 C103 C103 C103 RETAIL 100 CONSULT 2 102 HALLWAY 110 CONSULT 6 106 DATA 116 DISCOVERY ROOM 113 BREAKROOM 114 TRANS1 P3 P3 WC1 WC1 WC1 P3 P3 P3 WC1 WC1 CONSULT 3 103 CONSULT 1 101 P2 CT3 CPT1&2 CT1 P2 P2 SIGN1 CT3 TRANS2 WC2 PROVIDE FULL HEIGHT FRP AT MOP SINK TRANS1 (TYP) MATCH SOFFIT ABOVE CR1 CR1 CR1 CR1 CR1 CG1 TRANS1 P3 WC1 CR1 CONSULT 4 104 TRANS2 CG1 WOMENS RESTROOM 111 E E E E EXIT SIGN CEILING MOUNTED SPEAKER - SEE PLAN FOR ZONING EMERGENCY LIGHT - SEE ELECTRICAL PLANS S DESIGNATES CEILING/BULKHEAD HEIGHT A.F.F. GYPSUM BOARD CEILING -SEE ROOM FINISH SCHEDULE SUSPENDED LED DIRECT/INDIRECT FIXTURE (MOUNT BOTTOM AT 8'-6" AFF) - SEE ELECTRICAL PLANS LED RECESSED CAN - SEE ELECTRICAL PLANS ACOUSTICAL TILE CEILING PANELS -SEE ROOM FINISH SCHEDULE FOR TYPE SYMBOLS LEGEND X'-X" PENDANT LIGHT FIXTURE (MOUNT BOTTOM AT 7'-0" AFF) - SEE ELECTRICAL PLANS TRACK FIXTURE w/ RIGID STANDOFFS & LED HEAD (S) - SEE ELECTRICAL PLANS ZONE X CEILING MOUNTED DATA LINE IP CAMERA, CEILING MOUNTED F CEILING MOUNTED EXHAUST FAN. TURN ON/OFF TO LIGHT SWITCH 2'x4' SUSPENDED LED FIXTURE (NO LENS) - SEE ELECTRICAL PLANS 1'x4' SUSPENDED LED FIXTURE (NO LENS) - SEE ELECTRICAL PLANS E CEILING SUPPLY GRILLE - SEE HVAC PLANS CEILING RETURN, TRANSFER, OR EXHAUST GRILLE - SEE HVAC PLANS 7'-2" 7'-2" 7'-2" 7'-2" 7'-2" 10'-2" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 6'-8" PRE-FINISHED WHITE SUSPENDED 10" CEILING FASCIA CENTER 6'ø TRACK LIGHT ON DISPLAY CENTER TRACK LIGHT ON DISPLAY (3) FIXTURES CENTERED ON CASHWRAP EACH WAY CENTER 2'-6" 4'-11" BLOCKING (2) DATA OUTLET @ CONSULT 1-5 (3) DATA OUTLET @ CONSULT 6 VB1 BEHIND FIXTURES DO NOT MOUNT 3/4" PLYWOOD BACKER FOR TV (3'-0"x2'-0") IN-WALL CONDUIT FOR OWNER PROVIDED CABLING 1'-3 3/8" 1'-2 1/2" C L 1'-8" 1'-8" CHAIR RAIL SEE 12/A4.0 (TYP.) VWC1 VWC1 P1 w/ ORANGE PEEL TEXTURE P1 w/ ORANGE PEEL TEXTURE 9'-6" 3'-6" 3'-0" 6" 6" 2'-0" 2'-6 1/2" 2'-4" 2'-3 1/2" 2'-4" OPEN OPEN LED LIGHT TAPE BEHIND ACRYLIC PANEL. (PUG IN) BY SYMPATECO ELECTRICAL CHASE CL DUPLEX OUTLET LED LIGHT SWITCH/4-PLEX COMBO VB1 (EMPLOYEE SIDE ONLY) 2'-10" 2'-0" 2'-0" 6" 5'-6" 5'-6" BLOCKING 6'-5 1/2" BLOCKING 2'-5" CL CL MICRO (NIC) VB1 7'-6" +/- (VERIFY W/ PLUMBING/CEILING) 2'-0" MOP SINK WATER HEATER 6'-8" MIN. TO BOTTOM 33" TO 36" 36" MIN. 33" TO 36" MAX. 12" MIN. 42" 39" TO 41" MIN. 39" TO 41" 18" MAX. 7" TO 9" 24" TOP OF SEAT 1'-5" TO 1'-7" 40" MAX. 44" MAX. 54" MIN. 1 2 3 4 5 6 1 1/2"ø GRAB BAR BY G.C. PROVIDE BLOCKING 1 1/2"ø GRAB BAR BY G.C. PROVIDE BLOCKING TOILET TISSUE DISPENSER BY OWNER, INSTALL BY G.C. WATER CLOSET -SEE PLUMBING PLANS FOR SPECIFICATIONS FRAMED MIRROR BY OWNER INSTALL BY G.C. PAPER TOWEL DISPENSER w/ INTEGRAL WASTE BY OWNER INSTALL BY G.C. TOILET ROOM NOTES: ● 6 1/2" MAXIMUM SINK DEPTH KEYED TOILET ROOM ACCESSORY LEGEND MIN. 24" MIN. 12" GENERAL NOTES: SEE KEYED TOILET ROOM ACCESSORY LEGEND FOR MODEL NUMBERS, FINISH, AND COLORS GENERAL CONTRACTOR SHALL PROVIDE BLOCKING AS REQ'D AT ALL ACCESSORY LOCATIONS MANUFACTURER: ALL AMERICAN METAL CORP. PRODUCT: TOILET PARTITIONS AND URINAL SCREENS PANEL AND DOORS: STEEL SHEETS w/ POLYMER/9212 MOCHA FINISH LAMINATED TO DOUBLE FACED HONEYCOMB CORE THICKNESS = 1" PILASTERS: STEEL SHEETS w/ POLYMER/9212 MOCHA FINISH LAMINATED TO DOUBLE FACED HONEYCOMB CORE THICKNESS = 1 1/4" ALL HARDWARE AND FITTINGS TO BE HEAVY ZAMAC CASTING OR STAINLESS STEEL AS PER MANUFACTURERS 4. PROVIDE WIRE GUARDS ON SPRINKLERS LOCATED BELOW 84 INCHES AFF. 3. PROVIDE MOUNTABLE METAL BOX OF SPARE HEADS WITH PROPER WRENCH FOR HEAD REPLACEMENT. 2. APPLY PAPER COVER OVER SPRINKLER HEADS WHERE CEILING IS TO BE PAINTED OR SPRAYED. REMOVE PROTECTIVE PAPER COVER AFTER PAINTING OR SPRAYING IS COMPLETED. 1. INSTALL SPRINKLER HEADS TO MISS ALL LIGHTS, GRILLES AND ANY OTHER CEILING OBSTRUCTIONS. C. INSTALLATION 4. UPRIGHT: VIKING MODEL M, BRASS CASTING FRAME AND DEFLECTOR, GLASS BULB WITH GLYCERIN SOLUTION. 3. CONCEALED: VIKING MODEL B-1, BRASS BODY AND BODY CAP, COPPER DEFLECTOR, STAINLESS STEEL DEFLECTOR PINS, NICKEL ALLOY AND EUTECTIC SOLDER FUSIBLE LINK, STAINLESS STEEL FUSIBLE LINK LEVERS. 2. BRASS BODY AND BODY CAP, COPPER DEFLECTOR, STAINLESS STEEL DEFLECTOR PINS. 1. MANUFACTURERS: VIKING, CENTRAL, TYCO. B. SPRINKLERS 5. SIMILAR COMPONENT ITEMS SHALL BE BY THE SAME MANUFACTURER. 4. INCLUDE INSIDE AND OUTSIDE HOSE STREAMS IN THE DESIGN OF THE HYDRAULICALLY CALCULATED SPRINKLER SYSTEMS. 3. UL LISTED AND LABELED SYSTEM COMPONENTS RATED FOR 175 PSIG MINIMUM OPERATING PRESSURE. 2. SYSTEM DESIGN SHALL CONFORM TO SYSTEM SCHEDULE ON THE DRAWINGS, AND COMPLY WITH NFPA 13 AND REQUIREMENTS OF LOCAL AUTHORITIES HAVING JURISDICTION. 1. PROVIDE AUTOMATIC SPRINKLER SYSTEM TO PROTECT BUILDING AREA INDICATED. A. SYSTEM DESCRIPTION 21 13 17 AUTOMATIC SPRINKLER SYSTEMS 3. PROVIDE DRAIN VALVES AT ALL LOW AND TRAPPED AREAS OF SYSTEM AND WHERE REQUIRED TO DRAIN RISERS. PROVIDE 3/4" HOSE CONNECTION WITH CAP AT EACH DRAIN CONNECTION. 2. NIBCO 585-70HC OR EQUIVALENT BRONZE TWO PIECE BODY, STAINLESS STEEL BALL AND TRIM, FULL PORT, LEVER HANDLE, THREADED ENDS. 1. MANUFACTURERS: NIBCO, APOLLO, CRANE, HAMMOND, WATTS. A. DRAIN (BALL) VALVES 21 13 15 SPECIALTIES 5. ALL PRESSURE TESTS ARE TO BE DOCUMENTED ON NFPA CONTRACTOR'S MATERIAL AND TEST CERTIFICATE FORMS. 4. TEST SYSTEM AT 175 PSI FOR 2 HOURS SHOWING NO LEAKAGE. 3. USE CLEAN WATER AND REMOVE AIR FROM THE PIPING BEING TESTED WHERE POSSIBLE. MEASURE AND RECORD TEST PRESSURE AT THE HIGH POINT IN THE SYSTEM. 2. TEST PIPING IN SECTIONS OR ENTIRE SYSTEM AS REQUIRED BY SEQUENCE OF CONSTRUCTION. DO NOT CONCEAL PIPE UNTIL IT HAS BEEN SUCCESSFULLY TESTED. PROVIDE TEMPORARY RESTRAINTS AT FITTINGS OR EXPANSION JOINTS IF REQUIRED FOR THE ADDITIONAL PRESSURE LOAD UNDER TEST. ENTIRE TEST MUST BE WITNESSED BY THE DIVISION'S REPRESENTATIVE. 1. CONDUCT PRESSURE TEST WITH WATER. IF LEAKS ARE FOUND, REPAIR THE AREA WITH NEW MATERIALS AND REPEAT THE TEST. K. PIPING SYSTEM LEAK TESTS J. PREPARE EXPOSED PIPE, FITTINGS, SUPPORTS, AND ACCESSORIES NOT PREFINISHED, READY FOR FINISH PAINTING. I. PROVIDE CLEARANCE FOR ACCESS TO VALVES AND PIPING SPECIALTIES. H. PROVIDE PROTECTIVE SLEEVE COVERING WHERE COPPER OR STEEL PIPING IS EMBEDDED IN MASONRY OR CONCRETE. 7. ROUTE MAINS AROUND ELECTRICAL AND COMPUTER ROOMS. ONLY PIPING SERVING THESE ROOMS ALLOWED IN THE ROOMS. 6. DO NOT ROUTE PIPING ABOVE TRANSFORMERS, PANELBOARDS, MOTOR CONTROL CENTERS, SWITCHBOARDS OR OTHER ELECTRICAL DISTRIBUTION EQUIPMENT, INCLUDING THE REQUIRED SERVICE SPACE FOR THIS EQUIPMENT. 5. PIPING SHALL NOT BE INSTALLED BELOW OR WITHIN 45 DEG OF LIGHT EDGE. E E E E BREAKROOM 114 DISCOVERY ROOM 113 HALLWAY 110 DATA 116 STORAGE 115 MENS RESTROOM 112 WOMENS RESTROOM 111 CONSULT 5 105 CONSULT 3 103 CONSULT 1 101 RETAIL 100 CONSULT 2 102 CONSULT 4 104 CONSULT 6 106 OG1 B 1 LH B 1 LH A 1 OG1 A 1 LH B 1 2 ●SEE ARCHITECTURAL PLANS FOR ADDITIONAL INFORMATION. ●ALL PIPING IS TO BE CONCEALED. IF BUILDING CONSTRUCTION DOES NOT PERMIT CONCEALING PIPING, LOCATIONS AND ROUTING ARE TO BE APPROVED BY ARCHITECT/ OWNER PRIOR TO INSTALLATION. ●VERIFY OVERHEAD EQUIPMENT/DUCTWORK LOCATIONS WITH ARCHITECTURAL AND HVAC PLANS. PROVIDE SPRINKLERS AT THESE LOCATIONS PER NFPA 13. GENERAL NOTES KEYNOTES 1 ADJUST EX. SPRINKLER LOCATIONS FOR NEW LAYOUT. REUSE EX. PIPING WHERE POSSIBLE. PROVIDE NEW SPRINKLERS. REROUTE PIPING WHERE IT INTERFERES WITH NEW DUCTWORK. PROVIDE SPRINKLER COVERAGE UNDER PLATFORM AS REQUIRED. X X INDICATES SPRINKLER DESIGNATION (SEE SCHEDULE) INDICATES DESIGN CRITERA DESIGNATION (SEE SCHEDULE) 5. EXPOSED TRAPS, PIPING, AND ESCUTCHEONS SHALL BE CHROME PLATED BRASS UNLESS OTHERWISE NOTED IN SCHEDULES AND DETAILS. 4. INSTALL BARRIER-FREE FIXTURES IN COMPLIANCE WITH LOCAL CODES AND FEDERAL ADA ACCESSIBILITY GUIDELINES. 3. SEAL FIXTURES TO WALL AND FLOOR SURFACES WITH MILDEW-RESISTANT SILICONE SEALANT, COLOR TO MATCH FIXTURE. 2. PROVIDE CHROME PLATED RIGID SUPPLIES TO FIXTURES WITH STOPS, REDUCERS, AND ESCUTCHEONS UNLESS OTHERWISE NOTED IN SCHEDULES AND DETAILS. 1. INSTALL IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. B. INSTALLATION 3. SAFETY COVERS OVER EXPOSED WASTE AND SUPPLY PIPING AT ADA ACCESSIBLE FIXTURES SHALL BE LAV-GUARD BY TRUEBRO OR EQUIVALENT. 2. LIKE FIXTURE TYPE (FAUCETS, WATER CLOSETS, LAVS) SHALL BE THE PRODUCT OF THE SAME MANUFACTURER. 1. SEE SCHEDULES FOR ADDITIONAL INFORMATION. A. FIXTURES 22 40 00 PLUMBING FIXTURES B. SANITARY DRAIN PIPING TESTING: TEST DRAIN AND VENT PIPING PER CODE REQUIREMENTS. 6. SLOPE SANITARY PIPE 2" AND SMALLER 1/4" PER FOOT; 3" AND LARGER PIPING 1/8" PER FOOT. 5. PROVIDE NO-HUB ADAPTER ON PVC PIPE WHERE USING NO-HUB COUPLINGS. 4. PROVIDE NON-CONDUCTING DIELECTRIC CONNECTIONS WHEREVER JOINTING DISSIMILAR METALS. 3. DRAWINGS AND DIAGRAMS SHOW SIZE AND APPROXIMATE LOCATION OF PIPING. THE DRAWINGS SHALL NOT BE SCALED TO DETERMINE EXACT LOCATION. PROVIDE ADDITIONAL OFFSETS TO COORDINATE WITH INSTALLATION REQUIREMENTS OF OTHER SYSTEMS. ROUTE ABOVE GROUND PIPING IN ORDERLY MANNER, PARALLEL TO BUILDING STRUCTURE. OFFSET PIPE CONNECTIONS AT EQUIPMENT TO ALLOW FOR SERVICE, SUCH AS REMOVAL OF THE EQUIPMENT. 2. FIELD VERIFY EXISTING AND PROPOSED SEWER ELEVATIONS AND SIZES AND NOTIFY THE OWNER'S REPRESENTATIVE IN WRITING OF ANY VARIATION OF THE ELEVATIONS BEFORE BEGINNING ANY SEWER AND BUILDING DRAIN WORK. 1. INSTALL IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. A. PIPING INSTALLATION 22 13 00 DRAIN PIPING AND VALVES G. WATER HAMMER ARRESTORS: SEE SCHEDULE. INSTALL IN ACCESSIBLE LOCATION. 5. DRAIN VALVES: SHUTOFF VALVE WITH THREADED CAP. PROVIDE FOR COMPLETE SYSTEM DRAINAGE, NSF 61 LISTED. 2). ONE PIECE MOLDED CPVC BODY, CPVC BALL, FULL PORT, TEFLON SEATS AND STUFFING BOX RING, LEVER HANDLE WITH VALVE EXTENSIONS FOR INSULATED PIPING, SOCKET ENDS, 150 PSI WORKING PRESSURE. 1). NIBCO CPVC CTS b. CPVC BALL VALVE 3). TWO PIECE, CHROME PLATED BRASS OR STAINLESS STEEL BALL, FULL PORT, REINFORCED PTFE SEATS AND STUFFING BOX RING, LEVER HANDLE WITH LOCKABLE HANDLE AND VALVE STEM EXTENSIONS FOR INSULATED PIPING, 250 PSI, NSF 61 ANNEX G LISTED. 2). PRESS FITTING: VIEGA SERIES 2970.*ZL OR SERIES 2971.*ZL 1). SOLDERED: NIBCO S-685-66-LF. a. BRONZE BALL VALVE: 4. SHUTOFF VALVES 2" AND SMALLER 2). BRONZE THREE PIECE BODY, CHROME PLATED BRASS BALL, FULL PORT, TEFLON SEATS AND STUFFING BOX RING, LEVER HANDLE WITH VALVE EXTENSIONS FOR INSULATED PIPING, CRIMP JOINT ENDS, 200 PSI WOG, NSF 61 LISTED. 1). APOLLO 77X SERIES a. PEX BALL VALVE 3. SHUTOFF VALVES 1" AND SMALLER 2. PROVIDE BRONZE VALVE FOR COPPER PIPE. GENERAL NOTES: Ɣ),(/' 9(5,)< (;,67,1* 81'(5*5281' 3,3,1* /2&$7,21 '(37+ DIRECTION OF FLOW AND SIZE AT POINT OF CONNECTION AND THAT NEW PIPE ROUTE IS CLEAR OF UTILITIES AND OTHER OBSTRUCTIONS PRIOR TO INSTALLATION OF ANY UNDERGROUND PIPING. COSTS INCURRED FOR FAILURE TO DO SO SHALL BE THE CONTRACTOR'S RESPONSIBILITY. Ɣ),(/' 9(5,)< (;,67,1* :$7(5 0(7(5  %$&.)/2: 35(9(17(5 LOCATION AND PRESSURE AT POINT OF CONNECTION PRIOR TO INSTALLATION OF ANY NEW WORK. SEE WATER CALCULATIONS FOR MINIMUM PRESSURE REQUIREMENT. Ɣ$// 3,3,1* ,6 72 %( &21&($/(' ,) %8,/',1* &216758&7,21 DOES NOT PERMIT CONCEALING PIPING, LOCATIONS AND ROUTING ARE TO BE APPROVED BY ARCHITECT/OWNER PRIOR TO INSTALLATION. Ɣ,167$// &/($12876 $7 67$&.6 :+,&+ 3(1(75$7( 7+( /2:(67 FLOOR LEVEL 28" AFF UNLESS NOTED OTHERWISE. Ɣ)/225 $1' :$// &/($1287 /2&$7,216 127 3(50,77(' 72 %( MOVED WITHOUT APPROVAL OF ARCHITECT/ENGINEER. Ɣ6(( $5&+,7(&785$/ $ 6+((76 )25 $'$ 5(/$7(' ,167$//$7,21 DETAILS. Ɣ '(6,*1(' %$6(' 21 ,3& VERIFY LOCATION AND CONNECT TO MINIMUM 3" SANITARY DRAIN PROVIDED BY THE LANDLORD. REROUTE AS REQUIRED. VERIFY LOCATION AND CONNECT TO MINIMUM 1" DOMESTIC WATER PROVIDED BY THE LANDLORD. CONFIRM METERING AND BACKFLOW REQUIREMENTS ARE PER AHJ REQUIREMENTS. PROVIDE VALVE FOR TENANT SPACE AT TERMINATION IF NONE EXISTS. REROUTE AS REQUIRED. WH-1 MOUNTED ON PLATFORM. SEE DETAIL 5/P3.0 FOR CONTINUATION. SEE DETAIL 7/P3.0 FOR FAUCET INSTALLATION REQUIREMENTS. KEYNOTES: 1 2 3 4 FD-1 WH-1 ET-1 S-1 EWC-1 WC-1H TMV-1 L-1 WCO 2 4 ST ST ST ST OF OF OF OF EX. FCO EX. FCO EX. FCO EX. FCO DATA 116 CONSULT 6 106 CONSULT 1 101 CONSULT 2 102 CONSULT 3 SA SA SA SA SA SA FCO SA SA WC-1H WC-1H FD-1 FD-1 FD-1 SS-1 WCO S-1 L-1 L-1 EWC-1 FCO 2" 2.5 2" 2 3" 5 9 3" 14 3" 18 3" 20.5 3" 5 3" 10 3" 18 3" 20 3" 20.5 3" 2" 10 1 1/2" 3 1 1/2" 5 2 1 1/2" 2"8 30.5 3" VTR 20.5 SEE WATER HEATER PIPING DETAIL FOR CONTINUATION. EX.25 2" 21. EX. 2 1/2" EX. 2 1/2" 8 3/4" WC-1H WC-1H TMV-1 L-1 TMV-1 L-1 EWC-1 SS-1 S-1 10 3/4" 13 3/4" 13.25 3/4" 9 3/4" 6 3/4" 20.25 1" 21.25 1" MAX. SPACING BETWEEN PIPE SUPPORTS AND MIN. HANGER ROD SIZES PIPE SIZE WATER VAPOR PIPE CLAMP B-LINE B2000 SERIES STRUT SUPPORT SYSTEM PIPE CLAMP B-LINE B2000 SERIES COPPER FINISH FOR COPPER TUBING. 1/4"-1/2" 3/4" 1" 1 1/4" 1 1/2" 2" 2 1/2" 3" 4" 7 7' 7' 7' 9' 10' 11' 12' 12' 8' 9' 9' 9' 12' 12' 12' 12' 12' THREADED MILD STEEL BLACK OR ZINC PLATED FINISH, THREADED ROD. (TYP) 8" AND SMALLER : CARBON STEEL ADJUSTABLE BAND HANGER MSS SP-58 TYPE 10 (B-LINE FIG. 200). PLASTIC COATED FOR COPPER TUBNG (B- LINE FIG. 200C). ALL SIZES: CARBON STEEL STANDARD CLEVIS HANGER MSS SP-58 TYPE 1 (B-LINE FIG. B3100). PLASTIC COATED FOR COPPER TUBNG (B-LINE FIG. B3100C). 6" 8" 10" 12" 12' 12' 12' PIPE SCHEDULE COPPER PEX PVC CPVC C12200 PIPE FITTINGS JOINTS PIPE FITTINGSJOINTS PIPE FITTINGS JOINT PIPE FITTING JOINT ASTM B42, B88 TYPE L HARD DRAWN ASTM B42, B88 TYPE K SOFT ASTM B42, B280 HARD DRAWN ASME B16.15 CAST BRONZE THREADED (1) ASME B16.18 CAST COPPER SOLDER (1) ASME B16.18 OR B16.22 COPPER PRESS FITTINGS WITH EPDM O-RINGS (4) ASTM B-88 CDA 89833 CAST OR ASTM B-75 C12200 WROT COPPER ALLOY GROOVED FITTING. (5) ASME B16.22 WROUGHT COPPER SOLDER (2) LEAD FREE SOLDER ASTM B32 AWS A5.8 BCuP SILVER BRAZE COLD PRESS MECH. JOINT (4) COUPLING JOINT (5) (6) ASTM F876, F877, F2023 ASTM F2159 PER MFR REQUIREMENTS SCH. 40 PRESSURE RATED ASTM D1785 SCH. 40 PRESSURE RATED ASTM D1785 DWV NON-PRESS. RATED ASTM F891 SCH. 40 NON-PRESS. RATED ASTM D1784, D2665 SDR 35 NON-PRESS. ASTM D3034 SCH. 40 ASTM D 2466 SCH. 40 DWV ASTM D2665 SDR 35 ASTM D3034 ASTM F656 PRIMER, ASTM D2564 SOLVENT CEMENT ASTM F477 ELASTOMERIC GASKET SCHEDULE ASTM D2846 - SDR 11 ASTM D1784 CLASS 23447, F441 ASTM D1784, F2618 ASTM D1784, F439 SOLVENT CEMENT ASTM F493 SOLVENT CEMENT ASTM F493, NSF 14 PIPE SERVICE LOCATION SIZE WATER ABOVE GROUND ALL X X X X X X X X X X X X X X X X SANITARY ABOVE GROUND ALL X X X DRAIN AND VENT UNDER BUILDING ALL X X X X (1) LEAD-FREE DEZINCIFICATION-RESISTANT (DZR) BRASS ALLOY C87850 PER ASTM B584 (2) LEAD-FREE PER ASTM B75 ALLOY C12200 (4) INSTALL PER MANUFACTURER'S INSTRUCTIONS. 50 YEAR WARRANTY AGAINST MANUFACTURING DEFECTS. (5) INSTALL PER MANUFACTURER'S INSTRUCTIONS. 10 YEAR WARRANTY AGAINST MANUFACTURING DEFECTS. (6) GRINNELL FIG 672 OR EQUIVALENT. DUCTILE IRON ASTM A536 GRADE 65-45-11 HOUSING WITH COPPER ACRYLIC ENAMEL COATING, ZINC PLATED TRACK HEAD BOLTS CONFORMING TO ASTM A-183, GRADE "EN" EPDM (COPPER COLOR CODE) NSF 61 APPROVED COMPOUND GASKET SUITABLE FOR WATER TEMPERATURE. INSULATION SCHEDULE SERVICE LOCATION INSULATION INSULATION THICKNESS & TYPE (1) JACKET COLD WATER GENERAL BUILDING 1/2" RIGID F.G. OR ELAST. FOAM (10) NR COLD WATER IN WALLS 1/2" ELASTOMERIC FOAM NR COLD WATER (PEX AND CPVC) ALL NR NR HOT WATER MAIN GENERAL BUILDING 1" RIGID F.G. OR ELAST. FOAM (10) NR HOT WATER BRANCH IN WALLS 1/2" ELASTOMERIC FOAM NR NR = NOT REQUIRED DIVISION 23 HVAC 00 72 00 GENERAL CONDITIONS A. THE AIA GENERAL CONDITIONS A201 LATEST EDITION IS A PART OF THESE DOCUMENTS. COPIES ARE ON FILE AT THE OFFICE OF EXCEL ENGINEERING, INC. 01 11 00 GENERAL REQUIREMENTS A. SEE SHEET T2.0. B. PROJECT CLOSEOUT 1. PROVIDE HVAC EQUIPMENT OPERATING AND MAINTENANCE MANUALS TO THE OWNER PER IMC 364.0313(3). 2. AS-BUILT DRAWINGS SHALL BE MARKED ON A FINAL SET OF DRAWINGS WHICH INCLUDES ALL REVISIONS. 23 05 00 BASIC HVAC REQUIREMENTS A. HVAC CONTRACTOR SHALL VERIFY REQUIREMENTS FOR TEMPORARY HEATING WITH GENERAL CONTRACTOR AND INCLUDE IN HIS SCOPE OF WORK WHEN DIRECTED BY G.C.. INSTALL IN ACCORDANCE WITH ALL CODE AND OSHA REQUIREMENTS FOR CONSTRUCTION PROJECTS. B. DETAILS AND SCHEDULES ARE SHOWN TO AID THE CONTRACTOR AND ARE NOT MEANT TO BE INCLUSIVE OF ALL DEVICES. PROVIDE REQUIRED EQUIPMENT AND ACCESSORIES FOR A COMPLETE INSTALLATION. C. INSTALL ALL EQUIPMENT PER MANUFACTURER'S INSTALLATION INSTRUCTIONS AND REQUIREMENTS. PROVIDE ADDITIONAL WORK AND MATERIALS AS REQUIRED. D. COORDINATE INSTALLATION OF HVAC WORK WITH THE OTHER CONTRACTORS TO AVOID CONFLICTS WITH OTHER WORK. E. PROVIDE ALL CUTTING AND PATCHING NECESSARY FOR HVAC WORK INSTALLATION UNLESS THIS WORK IS IDENTIFIED TO BE THE WORK OF OTHER CONTRACTORS. PATCHING SHALL MATCH ADJACENT SURFACES. CORE DRILL OR SAW-CUT OPENINGS THROUGH EXISTING CONCRETE. F. REMOVE HVAC DUCTWORK, PIPING, EQUIPMENT, ETC. INDICATED BY THE DRAWINGS TO BE DEMOLISHED FROM THE JOB SITE, UNLESS INDICATED TO BE TURNED OVER TO THE OWNER. G. PROJECT COMPLETION 1. INSTALL CLEAN SET OF FILTERS IN ALL UNITS AT TIME OF TESTING AND BALANCING. 2. CLEAN GRILLES AND EQUIPMENT AND LEAVE IN PROPER WORKING CONDITION AT THE TIME OF FINAL CLEAN-UP. 23 07 00 INSULATION A. GENERAL 1. SEE INSULATION SCHEDULES ON PLANS FOR ADDITIONAL INFORMATION. 2. INSULATION, INSULATION SYSTEM AND JACKETS SHALL MEET UL-723/ASTM E84 REQUIREMENTS OF MAX. FIRE HAZARD CLASSIFICATIONS OF 25, AND MAX. FLAME SPREAD, FUEL CONTRIBUTED, AND SMOKE DEVELOPED OF 50 WHEN INSTALLED IN A RETURN AIR PLENUM. 3. INSTALL MATERIALS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND MICA PUBLICATION "NATIONAL COMMERCIAL AND INDUSTRIAL STANDARDS", 2011 SEVENTH EDITION. 4. CONTINUE INSULATION WITHOUT INTERRUPTIONS THROUGH WALLS AND FLOOR PENETRATIONS AND HANGERS. B. FIBERGLASS (F.G.) INSULATION 1. FLEX. F.G.: a. O.C. SOFTR DUCT WRAP, KNAUF FRIENDLY FEEL DUCT WRAP, CERTAINTEED SOFTTOUCH, JOHNS MANVILLE MICROLITE EQ FSK DUCT WRAP. b. GLASS FIBER INSULATION FACTORY LAMINATED TO FRK/FSK VAPOR RETARDER. LISTED THICKNESS IS NOMINAL. c. 0.75 LB/CU. FT., R=3.3 / NOMINAL INCH AT 75 DEG F. d. MAX 250 DEG F, JACKET MAX 150 DEG F, 0.02 PERM. C. DUCT INSULATION REQUIREMENTS 1. INSULATE FITTINGS, JOINTS, FLANGES, FLEXIBLE CONNECTIONS, DAMPERS, AND IN-LINE ACCESSORIES WITHOUT INTERNAL LINING/INSULATION WITH SAME MATERIAL AND THICKNESS AS SPECIFIED FOR THE DUCT SYSTEM. STOP AND POINT INSULATION AROUND ACCESS DOORS AND DAMPER OPERATORS TO ALLOW OPERATION WITHOUT DISTURBING WRAPPING. 23 31 13 DUCTWORK 1 CEF-1 ‘ 83 TO RC-1 2 3 4 PROVIDE MIN. 6" DEEP GRILLE PLENUM BOX AT ALL RETURN GRILLES PER DETAIL ON SHEET H3.0 (TYP.) CEF-2 RTAC-1 3 RTAC-2 4 UCD ‘ DATA 116 CONSULT 6 106 CONSULT 1 101 CONSULT 2 102 CONSULT 3 103 RETAIL 100 HALLWAY 110 BREAKROOM 114 CONSULT 4 104 WOMENS RESTROOM 128 DISCOVERY ROOM 113 MENS RESTROOM 129 CONSULT 5 130 STORAGE 115 ‘ UCD 1 SG1-8 (100) SG1-8 (100) SG1-8 (100) SG1-8 (100) -NON-HURRICANE FLEX CONNECTION FLEX CONNECTION -STRIP MALL 2 016 ‹ EXCEL ENGINEERING, INC. SHEET INFORMATION SHEET NUMBER PROJECT INFORMATION PROJECT NUMBER PROFESSIONAL SEAL 1757840 TENANT BUILD-OUT FOR: PROFILE BY SANFORD ϭϭϱϬϯ ^WZ/E' D/>> Z͕ ^h/d ϲϱϬ භ ZD>͕ /E ϰϲϬϯϮ SHEET DATES ISSUE DATE REVISIONS H3.0 DETAILS FEB. 14, 2018 r w MIN. r = 1.0 w TURNING VANES AIRFLOW ACCESS PANEL FOR RETURN, EXHAUST, AND OUTSIDE AIR NOT PERMITTED DUCT FITTING DETAILS NO SCALE d= bxa b+c e= cxa b+c d e b c a TEE WITH TURNING VANES SQUARE TO ROUND TRANSITION w+h 2 wxh DUCT SQUARE OR RECTANGULAR BRANCH TAKEOFF a a 4 NOT PERMITTED WHERE TEE WITH TURNING VANES IS SHOWN ON PLANS DUCT ELBOW NO SCALE GRILLE PLENUM BOX DETAIL 24 GA. SHEET METAL 2 016 ‹ EXCEL ENGINEERING, INC. SHEET INFORMATION SHEET NUMBER PROJECT INFORMATION PROJECT NUMBER PROFESSIONAL SEAL 1757840 TENANT BUILD-OUT FOR: PROFILE BY SANFORD ϭϭϱϬϯ ^WZ/E' D/>> Z͕ ^h/d ϲϱϬ භ ZD>͕ /E ϰϲϬϯϮ SHEET DATES ISSUE DATE REVISIONS H4.0 SCHEDULES FEB. 14, 2018 DUCTWORK AND DUCTWORK INSULATION SCHEDULE N.R. = NOT REQUIRED EXPOSED = VISIBLE FROM OCCUPIED SPACE, DOES NOT INCLUDE DUCTWORK ABOVE WALK-ON CEILINGS AND IN MECHANICAL ROOMS. CONCEALED = HIDDEN FROM VIEW BY WALLS AND CEILINGS. INCLUDES DUCTWORK ABOVE WALK-ON CEILINGS AND IN MECHANICAL ROOMS. MATERIALS: - ALL JOINTS, LONGITUDINAL AND TRANSVERSE SEAMS AND CONNECTIONS IN DUCTWORK SHALL BE SEALED PER IECC 503.2.7. (1) DUCT DIMENSIONS ARE SHEET METAL DIMENSIONS AND INCLUDE LINING. (2) INSULATE FROM 18" UPSTREAM OF THE BACKDRAFT OR MOTOR OPERATED DAMPER TO THE POINT WHERE THE DUCT EXITS THE BUILDING. (10) A.L.D. WHERE NOTED ON PLAN. SUPPLY SUPPLY RETURN EXHAUST GALV. STEEL: ASTM A653, LOCK FORMING QUALITY, 1.25 OUNCES/ S.F. ZINC COATING (G90 IN ACCORDANCE WITH ASTM A90 BOTH SIDES). ALUMINUM: ASTM B209, ALLOY 3003H-14 CAPABLE OF DOUBLE SEAMING WTHOUT FRACTURE. SERVICE SINGLE ZONE RTAC SINGLE ZONE RTAC UPSTREAM OF FAN UPSTREAM OF FAN LOCATION EXPOSED IN ROOM SERVED CONCEALED CONCEALED AND EXPOSED CONCEALED DUCT MAT'L GALV. ST. GALV. ST. GALV. ST. GALV. ST. SMACNA PRESS. CLASS +1" +1" -1" -1" INSULATION RECTANGULAR DUCT N.R. 1.5" FLEX F.G. 1" A.L.D. (1) (10) 15A/1P OR 15A/2P (2) #12 #12 1/2" 20A/1P OR 20A/2P (2) #12 #12 1/2" 15A/3P OR 20A/3P (3) #12 #12 1/2" 25A/1P OR 25A/2P (2) #10 #10 3/4" 30A/1P OR 30A/2P (2) #10 #10 3/4" 25A/3P OR 30A/3P (3) #10 #10 3/4" 35A/1P OR 35A/2P (2) # 8 #10 3/4" 40A/1P OR 40A/2P (2) # 8 #10 3/4" 35A/3P OR 40A/3P (3) #8 #10 3/4" 45A/1P OR 45A/2P (2) #6 #10 1" 45A/3P OR 50A/3P (3) #6 #10 1" 50A/1P OR 50A/2P (2) #6 #10 1" 60A/1P OR 60A/2P (2) #4 #8 1" 60A/3P (3) #4 #8 1 1/4" 70A/3P OR 80A/3P (3) #4 #8 1 1/4" 90A/3P (3) #3 #8 1 1/4" 100A/3P OR 110A/3P (3) #2 #6 1 1/2" 125A/3P (3) #1 #6 1 1/2" - PROVIDE BRANCH CIRCUIT FEEDERS AS NOTED ABOVE, UNLESS NOTED OTHERWISE. BRANCH CIRCUIT FEEDER SCHEDULE AMP/POLE CONDUCT. GND. CONDUCT. CON. SS WIRING DEVICES DUPLEX RECEPTACLE SURFACE MOUNTED FLR = FLOOR MOUNTED CLG = CEILING/SOFFIT MOUNTED DUPLEX RECEPTACLE MOUNTED IN CABINET BEHIND MICROWAVE. FIELD VERIFY HEIGHT. COMBINATION FLOOR OUTLET/BLANK JUNCTION BOX PER SPECS - WIREMOLD - RESOURCE RFB / SERIES OR EQUIVALENT. PROVIDE 1" CONDUIT STUB TO NEAREST ACCESSIBLE SPACE. DUPLEX RECEPTACLE MOUNTED VERTICALLY 6" ABOVE BACKSPLASH TO CENTER. IF NO BACKSPLASH MOUNT 6" ABOVE COUNTER. BLANK BOX 4" EXTRA DEEP BOX, SINGLE GANG RING, BLANKPLATE, 1"C. STUBBED INTO ACCESSIBLE SPACE. MOUNTED @ 18" AFF TO CENTER JUNCTION BOX SPECIAL OUTLET POWER RECEPTACLE MTD @ 18" AFF TO CENTER SINGLE POLE SWITCH MOUNTED @ 46" AFF TO CENTER, 3 = 3 WAY, 4 = 4 WAY, P = PILOT, D = DIMMER, K = KEYED DUAL LEVEL SWITCHING MOUNTED @ 46" AFF TO CENTER SEE DETAIL DUPLEX RECEPTACLE 2. KITCHEN AREAS: NEMA 250 TYPE 4X, STAINLESS STEEL. 1. OUTDOOR LOCATIONS: NEMA 250 TYPE 3R. D. ENCLOSURES: NEMA AB 1 AND NEMA KS 1 TO MEET ENVIRONMENTAL CONDITIONS OF INSTALLED LOCATION. C. FUSIBLE SWITCH: TYPE HD WITH CLIPS TO ACCOMMODATE FUSES. HANDLE LOCKABLE IN OPEN AND CLOSED POSITION. HANDLE INTERLOCKED WITH COVER IN CLOSED POSITION WITH INTERLOCK BYPASS. B. NONFUSIBLE SWITCH: TYPE GD WITH LOCKABLE HANDLE. A. ELECTRICAL COMPONENTS, DEVICES, AND ACCESSORIES: LISTED AND LABELED AS DEFINED IN NFPA 70, ARTICLE 100, BY A TESTING AGENCY ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION, AND MARKED FOR INTENDED USE. 26 28 16 ENCLOSED DISCONNECT SWITCHES G. E.C. SHALL INCLUDE TIME IN HIS BID TO WORK WITH THE OWNER AND MANUFACTURER TO DETERMINE THE PROPER TIME AND SENSOR SETTING FOR EACH OF THE MOTION SWITCHES FOR THE TYPE OF SPACE IN WHICH THEY OPERATE. INCLUDE TIME IN BID TO HAVE THE MANUFACTURER'S REPRESENTATIVE ON SITE AND REVIEW THE JOB TO DETERMINE WHAT THE EXPECTED EQUIPMENT SETTINGS SHOULD BE. 6. PROVIDE MFR STANDARD LENS SUITABLE FOR APPLICATION. 5. LENS SHALL HAVE GROOVES FACING IN TO AVOID DUST AND RESIDUE BUILD UP. 4. FRESNEL LENS SHALL BE A POLY IR 4 BASED MATERIAL. 3. DAYLIGHT FILTER WHICH ENSURES THAT THE SENSOR IS INSENSITIVE TO SHORT-WAVELENGTH INFRARED WAVES SUCH AS THOSE EMITTED BY THE SUN. 2. DETECTION SHALL BE MAINTAINED WHEN A PERSON OF AVERAGE SIZE AND WEIGHT MOVES WITHIN A MAXIMUM DISTANCE OF 12" EITHER IN A HORIZONTAL OR VERTICAL MANNER AT THE APPROXIMATE SPEED OF 12" PER SECOND. 1. UTILIZE A TEMPERATURE COMPENSATED DUAL ELEMENT SENSOR AND A MULTI-ELEMENT FRESNEL LENS. UP TO 10 DIFFERENT PASSIVE INFRARED PATTERNS SHALL BE AVAILABLE BY LENS SELECTION. F. INFRARED SENSING 4. ULTRASONIC RECEIVERS: TEMPERATURE AND HUMIDITY RESISTANT WITH LESS THAN A 6 DB SHIFT IN THE HUMIDITY RANGE OF 10% TO 90% AND LESS THAN A 6 DB SHIFT IN THE TEMPERATURE RANGE OF -20 TO 60 DEGREES C. 3. ULTRASONIC FREQUENCY: 40 KHZ + .006%. 2. CIRCUIT SHALL BE SOLID STATE CONTROLLED WITH ADVANCED SIGNAL PROCESSING AND CRYSTAL ACCURACY. 1. VOLUMETRIC IN COVERAGE. E. ULTRASONIC SENSING 6. SENSOR SHALL HAVE STANDARD 5 YEAR WARRANTY AND BE UL LISTED. 5. POWER SUPPLY: UL LISTED POWER PACK THAT CONSISTS OF A TRANSFORMER AND CONTACT CLOSURE RELAY IN ONE PACKAGE. 4. TWO OUTPUTS: ONE OUTPUT IS BASED ON OCCUPANCY ONLY AND THE OTHER IS BASED ON OCCUPANCY WITH A HOLD OFF AND AN INTERNAL PHOTOCELL SETTING WHEN A MINIMUM LIGHT LEVEL IS PRESENT - ADJUSTABLE FROM 2.5 TO 430 FOOT-CANDLES. 3. SINGLE POLE, DOUBLE THROW ISOLATED RELAY WITH NORMALLY OPEN, NORMALLY CLOSED, AND COMMON OUTPUTS RATED AT 1 AMP FOR 24 VDC AND 1/2 AMP AT 120 VDC. THE ISOLATED RELAY IS FOR USE WITH HVAC CONTROL, DATA LOGGING, AND OTHER CONTROL OPTIONS. 2. INDEPENDENT SENSITIVITY ADJUSTMENTS AND LED DISPLAY FOR EACH SENSING TECHNOLOGY. 1. SENSORS SHALL BE SIZED FOR THE ROOM THEY SERVE BY MANUFACTURER'S VENDER OR COVER 1,500 SQUARE FEET WITH STANDARD LENS AND UP TO 90 LINEAR FEET WITH LONG RANGE LENS FOR WALKING MOTION WHEN MOUNTED AT A CEILING HEIGHT OF 12 FEET. D. SENSORS 3. RETRIGGER TIME DELAY: ONLY ONE MOTION IS NECESSARY TO TURN ON THE LIGHTS WITHIN 5 SECONDS AFTER TURNING OFF. 2. DETECTION BY EITHER TECHNOLOGY WILL HOLD LIGHTING ON FOR THE SET TIME PERIOD. 1. MOTION FROM BOTH TECHNOLOGIES MUST BE SENSED BEFORE TURNING LIGHTING ON. C. CONTROL STRATEGIES 2. PASSIVE INFRARED HEAT CHANGES. 1. DOPPLER SHIFTS IN TRANSMITTED ULTRASOUND. 2. SCHEDULE TRAINING WITH OWNER, WITH AT LEAST SEVEN DAYS' ADVANCE NOTICE. 1. TRAIN DESIGNATED PERSONNEL IN CABLE-PLANT MANAGEMENT OPERATIONS, INCLUDING CHANGING SIGNAL PATHWAYS FOR DIFFERENT WORKSTATIONS, REROUTING SIGNALS IN FAILED CABLES, AND EXTENDING WIRING TO ESTABLISH NEW WORKSTATION OUTLETS. T. PROVIDE FOUR HOURS OF TRAINING. TRAIN OWNER'S MAINTENANCE PERSONNEL ON PROCEDURES AND SCHEDULES FOR STARTING AND STOPPING, TROUBLESHOOTING, SERVICING, AND MAINTAINING EQUIPMENT AND SCHEDULES. S. DEMONSTRATION: ENGAGE A FACTORY-AUTHORIZED SERVICE REPRESENTATIVE TO TRAIN OWNER'S MAINTENANCE PERSONNEL AND/OR IT STAFF TO ADJUST, OPERATE, AND MAINTAIN SYSTEMS. 7. CABLE SCHEDULE: POST IN PROMINENT LOCATION IN EACH MDF AND IDF. LIST INCOMING AND OUTGOING CABLES AND THEIR DESIGNATIONS, ORIGINS, AND DESTINATIONS. PROTECT WITH CLEAR PLASTIC COVER. PROVIDE ELECTRONIC COPY OF FINAL COMPREHENSIVE SCHEDULES FOR PROJECT, IN SOFTWARE AND FORMAT SELECTED BY OWNER OR OWNER'S IT STAFF. 6. EXPOSED CABLES AND CABLES IN CABLE TRAYS AND WIRE TROUGHS: LABEL EACH CABLE AT INTERVALS NOT EXCEEDING 15 FEET (4.5 M). 5. CABLES, GENERAL: LABEL EACH CABLE WITHIN 4 INCHES (100 MM) OF EACH TERMINATION AND TAP, WHERE IT IS ACCESSIBLE IN A CABINET OR JUNCTION OR OUTLET BOX, AND ELSEWHERE AS INDICATED. 4. WITHIN CONNECTOR FIELDS, IN WIRING CLOSETS AND EQUIPMENT ROOMS: LABEL EACH CONNECTOR AND EACH DISCRETE UNIT OF CABLE-TERMINATING AND CONNECTING HARDWARE 3. DISTRIBUTION RACKS AND FRAMES: LABEL EACH UNIT AND FIELD WITHIN THAT UNIT. 2. WORKSTATION: LABEL CABLES WITHIN OUTLET BOXES. c) THIRD SYLLABLE DESIGNATES TYPE OF MEDIA (COPPER OR FIBER) AND POSITION OCCUPIED BY CABLE PAIRS OR FIBERS IN THE FIELD. b) SECOND SYLLABLE IDENTIFIES AND LOCATES CROSS-CONNECT OR PATCH-PANEL FIELD IN WHICH CABLE TERMINATES. a) FIRST SYLLABLE IDENTIFIES AND LOCATES WIRING CLOSET OR EQUIPMENT ROOM WHERE CABLE ORIGINATES. 1. USE A UNIQUE, THREE-SYLLABLE ALPHANUMERIC DESIGNATION FOR EACH CABLE, AND LABEL CABLE AND JACKS, CONNECTORS, AND TERMINALS TO WHICH IT CONNECTS WITH THE SAME DESIGNATION. USE LOGICAL AND SYSTEMATIC DESIGNATIONS FOR FACILITY'S ARCHITECTURAL ARRANGEMENT. R. SYSTEM LABELING: 5. SIGNAL GROUND BACKBONE CABLE: EXTEND FROM SIGNAL GROUND BUS TO SIGNAL GROUND TERMINAL IN EACH MDF AND IDF. 4. SIGNAL GROUND BUS: MOUNT ON WALL OF MDF AND IDF ROOMS WITH STANDOFF INSULATORS. WHEN CABINETS ARE USED FOR IDF CLOSETS MOUNT IN CABINET WITH STANDOFF INSULATORS. 3. SIGNAL GROUND TERMINAL: LOCATE IN EACH MDF AND IDF. ISOLATE FROM POWER SYSTEM AND EQUIPMENT GROUNDING. 2. BOND SHIELDS AND DRAIN CONDUCTORS TO GROUND AT ONLY ONE POINT IN EACH CIRCUIT. 1. GROUND CABLE SHIELDS, DRAIN CONDUCTORS, AND EQUIPMENT TO ELIMINATE SHOCK HAZARD AND TO MINIMIZE GROUND LOOPS, COMMON-MODE RETURNS, NOISE PICKUP, CROSS TALK, AND OTHER IMPAIRMENTS. Q. GROUNDING: 11. USE SPLICE AND TAP CONNECTORS COMPATIBLE WITH MEDIA TYPES. 10. MAKE SPLICES, TAPS, AND TERMINATIONS ONLY AT INDICATED OUTLETS, TERMINALS, AND CROSS-CONNECT AND PATCH PANELS. 9. SEPARATION OF WIRES: COMPLY WITH EIA/TIA-569 RULES FOR SEPARATING UNSHIELDED COPPER COMMUNICATION AND DATA-PROCESSING EQUIPMENT CABLES FROM POTENTIAL EMI SOURCES, INCLUDING ELECTRICAL POWER LINES AND EQUIPMENT. 8. SECURE AND SUPPORT CABLE AT INTERVALS NOT EXCEEDING 30 INCHES (760 MM) AND NOT MORE THAN 6 INCHES (150 MM) FROM CABINETS, BOXES, FITTINGS, OUTLETS, RACKS, FRAMES, AND TERMINALS. 7. PULL CABLES WITHOUT EXCEEDING CABLE MANUFACTURER'S RECOMMENDED PULLING TENSIONS. F.E. E E E E F.E. TV TV TV TV TV TV TV TV TV TV TV TV V V J CLG. TV TV SM SM SM SM SM SM J SM SM TV TV J J J J 5 A4.0 9 A4.0 4 A4.0 7 A4.0 4 A4.0 4 A4.0 4 A4.0 4 A4.0 6 A4.0 4 A4.0 COORDINATE LOCATION OF ALL EXPOSED CONDUIT WITH OWNER PC TIME CLOCK 'ASCO' SERIES 917 2-POLE RELAY IN NEMA 1 ENCLOSURE BRANCH CIRCUIT(S) SEE PANEL SCHEDULE FOR FEEDER DESIGNATION TO LIGHTS (TYP.) TIME CLOCK CONTROL INTERMATIC MODEL# ET1705C PHOTOEYE CONTROL 'TORK' MODEL # EPC1 OR EQUAL -LOCATE ON NORTH EXT WALL OF BUILDING & AIM NORTH (3) #12 (3) #12 A-21 (BUILDING SIGNAGE) (SPARE) 1/2" 1/2" ARMAFLEX CLOSED CELL INSULATION CONDUIT PER SPECIFICATIONS RIGID STEEL ELBOW COMPATIBLE SEALANT GRADE CONDUIT PER SPECIFIACTIONS COMPATIBLE SEALANT -BOTH SIDES EXPANDING POLYURIETHANE FOAM '3M' 2114 SEALING COMPOUND OR EQUAL AROUND CONDUCTORS -ALLOW 80 MIN. CURE TIME CONDUIT BODY OR J-BOX PROVIDE PVC SLEEVES AT NEW CONSTRUCTION (CORE DRILL FOR EXISTING WALLS) 5'-0" (MIN.) GRADE 2'-0" (MIN.) CONDUIT PER SPECIFICATIONS J-BOX OR DEEP BACK LB w/ GASKETED COVER CONDUIT PER SPECIFICATIONS WITH STAINLESS STEEL MOUNTING HARDWARE COMPATIBLE SEALANT -BOTH SIDES EXPANDING POLYURIETHANE FOAM RIGID STEEL ELBOW PROVIDE PVC SLEEVES AT NEW CONSTRUCTION (CORE DRILL FOR EXISTING WALLS) '3M' 2114 SEALING COMPOUND OR EQUAL AROUND CONDUCTORS -ALLOW 80 MIN. CURE TIME NEOPRENE BOOT CONDUIT PER SPECIFICATIONS ADJ. CLAMP PIPE SEAL -CENTER OVER OPENING CUT OPENING THRU ROOF AS REQ'D '3M' 2114 SEALING COMPOUND OR EQUAL AROUND CONDUCTORS -ALLOW 80 MIN. CURE TIME FLASHING BY ROOFING CONTRACTOR COMPATIBLE SEALANT SLAB ON GRADE FLOORS BELOW GRADE WALLS MEMBRANE ROOF ABOVE GRADE WALLS NOTES: · SEE SPECIFICATIONS FOR CONDUIT MATERIAL BEYOND COUPLINGS. · SEE SPECIFICATIONS FOR INTERIOR WALL AND FLOOR PENETRATION REQ'S. TO ADDITIONAL SENSORS IN SAME ROOM AS REQ'D CEILING MOUNTED MOTION SENSOR 3 CONDUCTOR CABLE -PROVIDE PLENUM RATED IN RETURN AIR PLENUM SPACES (TYP.) POWER PAK -MOUNT NEXT TO LIGHT FIXTURE OUTLET BOX OR AT PANELBOARD IF CEILING SPACE IS NOT ACCESSIBLE SLAVE PAK IF CONTROLLING MORE THAN ONE CIRCUIT ROOM LIGHT SWITCHES AS INDICATED ON PLANS TO ROOM LIGHT FIXTURES LIGHTING CIRCUIT HOT NEUTRAL SW-a SW-b SW-c SW-d D D D D - DIMMER WITH ON/OFF SWITCH 3 - INDICATES 3-WAY SWITCH NOTE: PROVIDE 0-10V SLIDE DIMMER WITH ON/OFF SWITCH PER LIGHT MANUFACTURER RECOMMENDATIONS. 46" . FLOOR HALLWAY SWITCH 3 CEILING 1/2" CONDUIT IN WALL LAVATORY (1) 4" SQUARE BOX -PROVIDE STEEL PLATE w/ 3/8" FLEX CONDUIT TO SOLENOID. 1/2" CONDUIT JUNCTION BOX EC TO PROVIDE 120V POWER TO TRANSFORMER (BY PC) MOUNTED ON JUNCTION BOX FLOOR LINE NOTES: · VERIFY BEST JUNCTION BOX LOCATION w/ PC AND OWNER'S MAINTENANCE STAFF. · EC SHALL PROVIDE ALL CONDUIT/BOXES AND MAKE FINAL CONNECTIONS. WIRING FURNISHED BY PC -CONNECT TO LOCAL RECEPTACLE CIRCUIT OR AS SHOWN ON PLANS. · SEE PLANS FOR PLUMBING FIXTURE LOCATIONS AND QUANTITIES. 2016 © EXCEL ENGINEERING, INC. SHEET INFORMATION SHEET DATES SHEET ISSUE REVISIONS SHEET NUMBER PROJECT INFORMATION PROJECT NUMBER PROFESSIONAL SEAL 100 CAMELOT DRIVE FOND DU LAC, WI 54935 PHONE: (920) 926‐9800 WWW.EXCELENGINEER.COM ARCHITECTS ● ENGINEERS ● SURVEYORS 2/14/2018 3:42:27 PM C:\Users\AndyL\Documents\Revit Local Files\1757840_Elec_Central_(rvt 2015)_AndyL.rvt FEB. 14, 2018 ONELINE DIAGRAMS, SCHEDULES & DETAILS 1757840 TENANT BUILD‐OUT FOR: PROFILE BY SANFORD 11503 SPRING MILL RD, SUITE 650 ● CARMEL, IN 46032 E4.0 E4.0 NOT TO SCALE 4 EXTERIOR LIGHTING CONTROL DETAIL E4.0 NOT TO SCALE 2 CONDUIT PENETRATION DETAILS E4.0 NOT TO SCALE 3 MOTION SENSOR DETAIL Total Est. Demand: 115 A Receptacle 14580 VA 84.29% 12290 VA Total Conn.: 112 A Other 3940 VA 100.00% 3940 VA Total Est. Demand: 41552 VA Motor 18512 VA 115.06% 21301 VA Total Conn. Load: 40249 VA Lighting 3217 VA 125.00% 4021 VA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Total Amps: 116 A 97 A 127 A Total Load: 13645 VA 11689 VA 14914 VA 41 -- -- -- -- 3718 2399 -- -- -- -- 42 39 -- -- -- -- 3718 2399 -- -- -- -- 40 37 MOTOR - RTAC-2 45 A 3 3718 2399 3 30 A MOTOR - RTAC-1 38 35 RECEPTACLE - WP/GFI RTAC-1 20 A 1 180 180 1 20 A RECEPTACLE - WP/GFI RTAC-2 36 33 SPARE -- 20 A 1 0 0 1 20 A -- SPARE 34 31 MISC - WH-1 20 A 1 1500 0 1 20 A -- SPARE 32 29 OTHER - SIGNAGE 20 A 1 1200 1440 1 20 A RECEPTACLE - RETAIL FREEZER 30 27 RECEPTACLE - MICROWAVE 20 A 1 180 1440 1 20 A RECEPTACLE - BREAKROOM FREEZER 28 25 RECEPTACLE - CASH WRAP 20 A 1 180 720 1 20 A RECEPTACLE - WINDOW DISPLAY 26 23 RECEPTACLE - CASH WRAP 20 A 1 540 360 1 20 A RECEPTACLE - RETAIL BUFFET 24 21 RECEPTACLE - RETAIL BUFFET 20 A 1 180 720 1 20 A RECEPTACLE - CASH WRAP 22 19 RECEPTACLE - CONFERENCE 113 20 A 1 720 540 1 20 A RECEPTACLE - RETAIL / HALLWAY 20 17 RECEPTACLE - DATA ROOM 20 A 1 360 720 1 20 A RECEPTACLE - CONSULT 6 18 15 RECEPTACLE - E.W.C 20 A 1 180 720 1 20 A RECEPTACLE - CONSULT 5 16 13 RECEPTACLE - RESTROOMS 20 A 1 1600 720 1 20 A RECEPTACLE - CONSULT 4 14 11 RECEPTACLE - BREAK ROOM 20 A 1 720 720 1 20 A RECEPTACLE - CONSULT 3 12 9 RECEPTACLE - DATA RACK 20 A 1 180 720 1 20 A RECEPTACLE - CONSULT 2 10 7 RECEPTACLE - REFRIGERATOR 20 A 1 180 720 1 20 A RECEPTACLE - CONSULT 1 8 5 RECEPTACLE - CONFERENCE 113 20 A 1 540 1837 1 20 A LIGHTING - RETAIL 6 3 RECEPTACLE - DATA ROOM 20 A 1 360 892 1 20 A LIGHTING - BREAK ROOM / RESTROOMS / CONF. 4 1 LIGHTING - EXIT / NIGHT LIGHTS 20 A 1 40 608 1 20 A LIGHTING - CONSULT 101-107 2 CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT Notes: SEE BANCH CIRCUIT FEEDER SCHEDULE FOR FEEDER DESIGNATIONS Enclosure: NEMA 1 MCB Rating: 200A Mounting: Recessed Wires: 4 Mains Rating: 225A Supply From: Phases: 3 Mains Type: MCB Location: BREAKROOM 114 Volts: 120/208 Wye A.I.C. Rating: PANELBOARD:A UTILITY E4.0 NOT TO SCALE 1 SOUND MASKING SPEAKER WIRING DIAGRAM EXISTING (RELOCATED) E4.0 NOT TO SCALE 5 SWITCHBANK DETAIL E4.0 NOT TO SCALE 7 INFRARED WATER CONTROL DETAIL 03/29/18 Nick Mishler PRIOR TO INSTALLATION. · EXTERIOR RECEPTACLES SHALL BE GFCI TYPE. PROVIDE PASS & SEYMOUR SERIES "WI UC" OR EQUIVALENT COVER. (PER NEC 406.8(B) AND AHJ) COLOR SHALL BE SELECTED BY ARCHITECT. · VERIFY OUTLET LOCATIONS WITH OWNER PRIOR TO ROUGH-IN. · ROUGH-IN RECEPTACLES FOR ELECTRIC WATER COOLERS (EWC) BEHIND UNIT. VERIFY LOCATION PRIOR TO ROUGH-IN. · PROVIDE GFCI PROTECTION FOR ALL SINGLE PHASE RECEPTACLES LOCATED IN THE FOLLOWING LOCATIONS: BATHROOMS, KITCHENS, ROOFS, LOCKER ROOMS & SHOWERING FACILITIES, SERVING WATER COOLERS & VENDING MACHINES, GARAGES & SERVICE BAYS, WHERE WITHIN 6'-0" OF A SINK, AND ALL OTHER WET LOCATIONS. · SEE SHEET E0.1 FOR BRANCH CIRCUIT FEEDER SIZES. · ALL CONDUITS TO ISLAND CABINETRY AND TABLES SHALL BE UNDERGROUND. · COORDINATE LIGHT FIXTURE LOCATIONS IN MECHANICAL EQUIPMENT ROOMS WITH OTHER CONTRACTORS PRIOR TO ROUGH IN. · WIRE EMERGENCY LIGHTS UNSWITCHED TO LIGHTING CIRCUIT SERVING SAME ROOM, OR TO "NIGHT LIGHT" CIRCUIT WHEN AVAILABE · ALL DATA CABLING SHALL BE CAT6 AND GRAY IN COLOR WITH ONE DATA CABLE RUN TO EACH LOCATION SHOWN PER SPECIFICATIONS. · ALL ELECTRICAL, DATA CABLING ETC. SHALL BE RUN IN CONDUIT AT ALL EXPOSED CEILING LOCATIONS. NOTES POWER TO THE SOUND MASKING SPEAKERS WILL BE PROVIDED BY DC ADAPTER(S) PLUGGED INTO OUTLETS, IN THE DATA CLOSET, BELOW THE CEILING LINE. EC SHALL SPLICE THE WIRES ON ADAPTER(S) AND RUN EXTENDED PLENUM RATED CABLES TO ALL SOUND MASKING SPEAKERS ABOVE CEILING LINE, CONNECTING THEM TO EACH SPEAKER JUNCTION BOX VIA CONDUIT. NOTE: A SINGLE ADAPTER CAN POWER 2-3 SOUND MASKING SPEAKERS. SPEAKERS SHALL TURN ON/OFF WITH LIGHT SWITCHES FOR EACH ROOM. WIRING BY EC. SPEAKER PROVIDED AND INSTALLED BY OWNER. 1 2 3 4 5 6 7 ELECTRICAL KEYED NOTES: OWNER TO PROVIDE AND INSTALL A SOUND SYSTEM EQUAL TO JBL COMMERCIAL SERIES CSM-32 PUBLIC ADDRESS MIXER WITH CSA-2120 POWER AMPLIFIER, CSR-2SV ZONE CONTROLLERS. ELECTRICIAN TO PROVIDE AND INSTALL CSS8018 CEILING SPEAKERS WITH PRE-INSTALL-TYPE BACK CANS. SOUND SYSTEM SPEAKERS SHALL BE CENTERED IN LAY-IN CEILING PANELS OR SUSPENDED AT EXPOSED STRUCTURE CEILING AREAS AND AWAY FROM LIGHT FIXTURES, DIFFUSERS AND DUCTS. SEE A1.6, RCP FOR SPEAKER LOCATIONS. EC TOP ROVIDE AND INSTALL ALL WIRING AND OWNER PROVIDED VOLUME CONTROLLERS FOR CEILING SPEAKERS. NEMA L5-20R 20A 125V UL/CSA 1HP SINGLE RECEPTACLE. VERIFY POWER REQUIREMENTS WITH OWNERS EQUIPMENT SUPPLIER PRIOR TO ROUGH IN. MAKE FINAL CONNECTION TO OWNER PROVIDED SIGNAGE. PROVIDE JUNCTION BOX(ES) AND ASSOCIATED 120V, 1Ø, 20 AMP CIRCUIT FOR SIGNAGE. FIELD VERIFY EXACT ROUGH-IN LOCATION. PROVIDE INTERMATIC TIMESWITCH ET1705C FOR CONTROL. SEE EXTERIOR LIGHTING CONTROL DETAIL. COORDINATE WITH OWNER / LANDLORD. CIRCUIT AND CONTROL EXHAUST FAN WITH LIGHTING CIRCUIT AND MOTION SENSOR CONTROLS THIS ROOM. IP CAMERAS FURNISHED AND INSTALLED BY OWNER. CAT 6 CABLING SHALL BE INSTALLED FROM CAMERA LOCATIONS TO DATA ROOM BY EC. VERIFY EXACT LOCATIONS WITH OWNER PRIOR TO ROUGH- IN. 8 DOOR CHIME HEATH ZENITH WIRELESS ENTRY ALERT CHIME SL-7352. PROVIDE SECOND DOOR CHIME IN BREAKROOM. 9 E.C TO PROVIDE 4'x4' SHEET OF PAINTED PLYWOOD FOR OWNER PROVIDED DATA RACK. MOUNT PLYWOOD AT HEIGHT TO ALLOW FOR INSTALLATION OF WALL MOUNTED DATA RACK. 10 11 E.C TO PROVIDE AND INSTALL CSS8018 CEILING SPEAKERS WITH PRE-INSTALL-TYPE BACK CANS. SOUND SYSTEM SPEAKERS SHALL BE CENTERED IN LAY-IN CEILING PANELS OR SUSPENDED AT EXPOSED STRUCTURE CEILING AREAS AND AWAY FROM LIGHT FIXTURES, DIFFUSERS AND LIGHTS. E.C TO PROVIDE AND INSTALL ALL WIRING, AND OWNER PROVIDED VOLUME CONTROLLERS FOR CEILING SPEAKERS . E.C TO PROVIDE PROPER LABELING ON ALL SPEAKER AND CONTROL WIRES. 12 13 PROVIDE 1A CURRENT LIMITER. OWNER TO PROVIDE AND INSTALL DATA RACK SHALL BE COOPER B-LINE (V-LINE SERIES) MODEL NUMBER VLWM2425PB WITH POWER MANAGEMENT ACCESSORY SB30061015FB 10 OUTLET 15AMP SURGE PROTECTED POWER STRIP. SWITCH/DIMMER BANK. SEE DETAIL 5/E4.0 14 INFRARED WATER CONTROL. SEE INFRARED WATER CONTROL DETAIL ON E4.0. 15 DOUBLE DUPLEX RECEPTACLE FOR SOUND MASKING SPEAKERS ON DEDICATED CIRCUIT. 16 RECEPTACLE FOR BREAKROOM DOOR CHIME. 1. ELECTRICAL, DATA AND COMMUNICATIONS LOCATIONS ON THIS DRAWING ARE THE MINIMUM REQUIRED DROPS. ADDITIONAL DATA DROPS SHALL BE INSTALLED AS REQUIRED BY CODE. ALL ELECTRICAL, DATA AND COMMUNICATIONS SYSTEMS SHALL BE INSTALLED PER STATE AND LOCAL CODES. 2. ALL DATA CABLING SHALL BE CAT6 AND GRAY IN COLOR WITH ONE DATA CABLE RUN TO EACH LOCATION SHOWN. ELECTRICIAN SHALL BE RESPONSIBLE FOR PULLING CABLE TO ALL DATA LOCATIONS. OWNER WILL TERMINATE ALL DATA CONNECTIONS. 3. INSTALL A 1 1/4" CONDUIT FROM THE TV TO THE COMPUTER IN THE BASE CABINET AT ALL TV LOCATIONS TO ACCOMMODATE ADDITIONAL CABLING INSTALLED BY OWNER. 4. ALL ELECTRICAL, DATA CABLING ETC. SHALL BE RUN IN CONDUIT AT ALL EXPOSED CEILING LOCATIONS. 5. FOR WATER HEATER LOCATION: SEE PG. A1.1-GENERAL NOTE, A1.2 FIXTURE PLAN AND A1.4.1 ELEVATION. 6. INTERMATIC TIME SWITCH ET1705C, 30 AMPS TO BE INSTALLED FOR EXTERIOR SIGNAGE. 7. G.C. SHALL BE RESPONSIBLE FOR ACCEPTING DELIVERY, UNLOADING AND PLACING OF LIGHT FIXTURES PROVIDED BY OWNER. ELECTRICAL NOTES: "A" XE A-1 C16 C16 C16C16 C16 C16 C16 C16 C16 C16 C16 C16 C16 C16 C16 C16 C16 C16 C16 C16 C16 C16 ID4 ID4 ID4 ID4 ID4 ID4 7 3,D L2 L2 ID4 ID4 C16 C16 C16 C16 C16 C16 C16 C16 3,D 13 13 L2 L2 S4 C16 C16 C16 C16 3 3 ID4 ID4 T3 T2 T2 T2 T2 C16 C16 P1 P1 P1 C16 C16 C16 C16 T2 T2 T2 T2 T2 T2 T1 T1 T1 T2 T2 T2 C16 SW-b SW-a SW-c SW-d 3 3 D D D ID4 ID4 ID4 ID4 ID4 ID4 C16 C16 C16 C16 C16 C16 SW-a 8'-0" A-4 4'-6" 2'-0" XE A-1 XE A-1 A-2 A-6 2'-0" 4'-11" 1'-6" XE A-1 2'-0" 2'-0" 18"/60" +60" 22"/ 54" 22"/ 54" 22"/ 54" 22"/ 54" +54" +54" +54" +54" +45" +45" 18"/ 54" E.W.C ZONE 1 AUDIO EQUIPMENT TO BE INSTALLED IN CABINET "A" ZONE 2 A-11 A-13 A-13 A-19 A-19 A-15 A-17 +22" +38" +22" +22" +22" ROUTE (2) 1 1/4" CONDUIT FROM CASH WRAP TO CHASE, UNDERSLAB TO ACCESS SPACE NEAR CEILING VERIFY CASH WRAP CHASE LOCATION WITH MILLWORK CONTRACTOR. A-12 A-12 A-12 A-12 A-14 A-14 A-14 A-14 A-16 A-16 A-16 A-8 A-16 A-8 A-8 A-8 A-20 A-20 A-21 A-24 A-24 A-29 A-25 A-22 A-22 A-23 A-23 A-30 FREEZER FREEZER WH-1 A-31 2 4 5 8 8 8 CEF-1 6 CEF-2 A-28 4 3 A-9 12 9 11 (TYP.) 11 (TYP.) 22"/ 54" +54" A-10 A-10 A-10 A-10 1 GFI GFI +38" A-5 A-5 1 1 1 +22" +22" +22" +22" +10' - 6" A-26 +10' - 6" A-26 WP 1 22" +22" +22" +22" DOOR CONTACT FOR DOOR CHIME A-20 REF./18" MICRO./60" A-11 A-7 A-27 GFI GFI 9 22"/ 54" +54" A-18 A-18 A-18 A-18 +22" 22" +22" 1 +10' - 6" A-26 A-26 WAP RTAC-1 A-38,40,42 WP/GFI (ON ROOF) A-35 (ON ROOF) 8 GFI A-19 A-19 RTAC-2 A-37,39,41 (ON ROOF) WP/GFI A-36 (ON ROOF) 11 (TYP.) GFI +22" 10 CLG 1 1 6 A- 13 14 ZONE 1 ZONE 1 ZONE 2 ZONE 2 A-3 15 A-11 GFI A-11 16 A-13 14 HALLWAY 110 RETAIL 100 CONSULT 1 101 CONSULT 2 102 CONSULT 4 104 CONSULT 3 103 CONSULT 6 106 CONSULT 5 105 STORAGE 115 DATA 116 DISCOVERY ROOM 113 WOMENS RESTROOM 111 MENS RESTROOM 112 BREAKROOM 114 52" 2016 © EXCEL ENGINEERING, INC. SHEET INFORMATION SHEET DATES SHEET ISSUE REVISIONS SHEET NUMBER PROJECT INFORMATION PROJECT NUMBER PROFESSIONAL SEAL 100 CAMELOT DRIVE FOND DU LAC, WI 54935 PHONE: (920) 926‐9800 WWW.EXCELENGINEER.COM ARCHITECTS ● ENGINEERS ● SURVEYORS 2/14/2018 3:42:24 PM C:\Users\AndyL\Documents\Revit Local Files\1757840_Elec_Central_(rvt 2015)_AndyL.rvt FEB. 14, 2018 FLOOR PLAN - ELECTRICAL 1757840 TENANT BUILD‐OUT FOR: PROFILE BY SANFORD 11503 SPRING MILL RD, SUITE 650 ● CARMEL, IN 46032 4' 0' 4' 8' 4' 0' 4' 8' E1.1 NORTH SCALE: 1/4" = 1'-0" FIRST FLOOR PLAN - LIGHTING NORTH SCALE: 1/4" = 1'-0" FIRST FLOOR PLAN - POWER 03/29/18 Nick Mishler 6. DO NOT BEND CABLE IN HANDLING OR IN INSTALLING TO SMALLER RADII THAN MINIMUMS RECOMMENDED BY MANUFACTURER. 5. DO NOT DAMAGE CONDUCTORS, SHIELD, OR JACKET. 4. USE TECHNIQUES, PRACTICES, AND METHODS THAT ARE CONSISTENT WITH EIA/TIA-568 RATING OF COMPONENTS AND THAT ENSURE CATEGORY PERFORMANCE LEVEL FOR THE COMPLETED AND LINKED SIGNAL PATHS, END TO END. 3. CONCEAL RACEWAY AND WIRING EXCEPT IN UNFINISHED SPACES. 2. USE UL-LISTED PLENUM CABLE IN ENVIRONMENTAL AIR SPACES, INCLUDING PLENUM CEILINGS. 1. INSTALL WIRING IN RACEWAY AND CABLE TRAY EXCEPT WITHIN CONSOLES, CABINETS, DESKS, AND COUNTERS EXCEPT IN ACCESSIBLE CEILING SPACES AND IN GYPSUM BOARD PARTITIONS WHERE CABLE WIRING METHOD MAY BE USED. P. WIRING METHOD: a) MINIMUM. 5. PROVIDE LABELS THAT DENOTE JACK DESIGNATION FOR EACH JACK. 4. FACEPLATE SHALL ACCOMMODATE THE NUMBER OF JACKS NOTED ON THE DRAWINGS AS A MINIMUM. 3. MOUNTING: FLUSH IN FINISHED AREAS, SURFACE MOUNTED IN UNFINISHED AREAS AND PARTITION MOUNTED IN PARTITIONS, UNLESS NOTED OTHERWISE. 2. FACEPLATE: HIGH-IMPACT PLASTIC; COLOR TO MATCH FACEPLATE OF RECEPTACLE THAT SHARE THE SAME SPACE OR AS SELECTED BY ARCHITECT. FACEPLATE SHALL HAVE ALLOCATED SPACES FOR LABELS THAT DENOTE JACK DESIGNATION. 1. DUAL JACK-CONNECTOR ASSEMBLIES MOUNTED IN SINGLE OR MULTIGANG FACEPLATE UNLESS MOUNTED IN PARTITIONS THEN PARTITION FACEPLATES SHALL BE USED. O. WORKSTATION OUTLETS: e) CATEGORY: JACK CATEGORY LISTING SHALL MATCH THAT OF THE CABLE MINIMUM. d) LABELING: LABEL AT THE RACK AND AT THE FACEPLATE c) MOUNTING: RACK AND FACEPLATE b) COLOR CODE JACKS FOR DATA SERVICE. JACKS USED FOR PHONE SHALL BE A DIFFERENT COLOR THAN THE JACKS FOR DATA. ONCE COLOR IS SELECTED IT WILL BE CONSISTENT THROUGHOUT THE ENTIRE PROJECT, UNLESS NOTED OTHERWISE. a) MODULAR, COLOR-CODED, RJ-45 RECEPTACLE UNITS WITH INTEGRAL IDC-TYPE TERMINALS. 1. UTP CABLE: N. JACKS AND JACK ASSEMBLIES 4. NUMBER OF TERMINALS PER FIELD: ONE FOR EACH CONDUCTOR IN ASSIGNED CABLES. 3. IDC CONNECTING HARDWARE: CONSISTENT THROUGHOUT PROJECT. 2. IDC TERMINAL BLOCK MODULES: INTEGRAL WITH CONNECTOR BODIES, INCLUDING PLUGS AND JACKS WHERE INDICATED. 1. UTP CABLE CONNECTING HARDWARE: COMPLY WITH EIA/TIA-568-A. IDC TYPE, USING MODULES DESIGNED FOR PUNCH-DOWN CAPS OR TOOLS. M. HARDWARE: e) CABLE LABELS: SELF-ADHESIVE VINYL OR VINYL-CLOTH WRAPAROUND TAPE MARKERS, MACHINE PRINTED WITH ALPHANUMERIC CABLE DESIGNATIONS. d) TERMINATE ALL CABLES AT BOTH ENDS, UNLESS NOTED OTHERWISE. c) UTP PLENUM CABLE: LISTED FOR USE IN AIR-HANDLING SPACES. FEATURES ARE AS SPECIFIED ABOVE, EXCEPT MATERIALS ARE MODIFIED AS REQUIRED FOR LISTING. b) UTP CABLE: COMPLY WITH EIA/TIA-568-A. FOUR THERMOPLASTIC-INSULATED, INDIVIDUALLY TWISTED PAIRS OF CONDUCTORS; NO. 24 AWG, COLOR-CODED; ENCLOSED IN PVC JACKET. a) CONDUCTORS: SOLID COPPER. 2. TWISTED-PAIR CABLES, CONNECTORS, AND TERMINAL EQUIPMENT: LISTED AS COMPLYING WITH CATEGORIES 6 OF EIA/TIA-568-A. 1. DEFINITION: TYPICALLY REFERRED TO AS HORIZONTAL CABLES THAT ROUTE FROM THE DISTRIBUTION FRAME (CLOSET) TO THE JACKS IN THE FIELD (SPACE OR WORK STATION). L. BRANCH CABLES: 4. CABLE LABELS: SELF-ADHESIVE VINYL OR VINYL-CLOTH WRAPAROUND TAPE MARKERS, MACHINE PRINTED WITH ALPHANUMERIC CABLE DESIGNATIONS. 3. BACKBONE CABLES FOR VOICE SERVICE: USE UTP CABLE COMPLYING WITH 3 OF EIA/TIA-568-A FOR RUNS BETWEEN EQUIPMENT ROOMS AND WIRING CLOSETS AND FOR RUNS BETWEEN WIRING CLOSETS. 2. BACKBONE CABLE FOR DATA SERVICE: USE UTP CABLE COMPLYING WITH CATEGORY 5E OF EIA/TIA-568-A CABLE FOR RUNS BETWEEN EQUIPMENT ROOMS AND WIRING CLOSETS AND FOR RUNS BETWEEN WIRING CLOSETS. 1. DEFINITION: CABLES THAT PERMIT CONNECTION BETWEEN DISTRIBUTION FRAMES (CLOSETS) - SOMETIMES REFERRED TO AS TRUNK CABLES. K. BACKBONE CABLES: 2. PROVIDE KEYED LOCKS FOR DOORS. d) RACK MOUNTED POWER STRIP: PROVIDE 1 RACK MOUNTED POWER STRIPS AND MOUNT TO RACK PER MANUFACTURER'S RECOMMENDATIONS. THE STRIP SHALL HAVE TEN (10) NEMA 5-20R RECEPTACLES AND A SIX FOOT CORD. c) PROVIDE EQUIPMENT RAILS OR PANEL EXTENDER BRACKETS TO PERMIT MOUNTING OF 19 INCH PRODUCT. b) APPROXIMATE MODULE DIMENSIONS: 48 INCHES (1217 MM) HIGH BY 24 INCHES (620 MM) WIDE BY 36 INCHES (912MM) DEEP. a) MODULAR-STEEL UNITS DESIGNED FOR TELECOMMUNICATIONS TERMINAL SUPPORT AND COORDINATED WITH DIMENSIONS OF UNITS TO BE SUPPORTED. FINISH: BAKED-POLYESTER POWDER COAT. THE CABINET SHALL BE DOUBLE HINGED THAT PERMITS ACCESS TO BOTH FRONT AND REAR OF MOUNTED EQUIPMENT. THE CABINET SHALL HAVE A SEE THROUGH HINGED FRONT DOOR. 1. WALL MOUNTED CABINET: J. DISTRIBUTION CABINETS: 2. MOUNTING: BACKBOARD OR RACK AS INDICATED. 1. MODULAR PANELS HOUSING MULTIPLE, NUMBERED JACK UNITS WITH IDC-TYPE CONNECTORS AT EACH JACK FOR PERMANENT TERMINATION OF PAIR GROUPS OF INSTALLED CABLES. I. PATCH PANEL: 2. MOUNT PATCH PANELS, TERMINAL STRIPS, AND OTHER CONNECTING HARDWARE ON BACKBOARDS, UNLESS NOTED OTHERWISE. 1. PAINT COLOR: WHITE. H. BACKBOARDS: 3/4-INCH (19-MM) INTERIOR-GRADE, PAINTED WITH TWO COATS OF FIRE-RESISTIVE-PAINT. G. RACEWAYS AND BOXES: COMPLY WITH RACEWAY AND BOX SECTIONS OF THE ELECTRICAL SPECIFICATIONS. F. THE DISTRIBUTION EQUIPMENT SHALL BE SIZED TO HANDLE THE QUANTITY OF JACKS NOTED ON THE DRAWINGS PLUS BE ADEQUATE TO SATISFY 25 PERCENT EXPANSION, UNLESS NOTED OTHERWISE. 8. UTP - UNSHIELDED TWISTED PAIR (CABLE) 7. TIA - TELECOMMUNICATION INDUSTRY ASSOCIATION 6. STP - SHIELDED TWISTED PAIR (CABLE) 5. PVC - POLYVINYL CHLORIDE 4. MDF - MAIN DISTRIBUTION FRAME (CLOSET) 3. IDF - INTERMEDIATE DISTRIBUTION FRAME (CLOSET) 2. IDC - INTERNATIONAL DATA CORPORATION 1. EIA - ELECTRONIC INDUSTRIAL ALLIANCE E. ABBREVIATIONS: 5. GROUP CONNECTING HARDWARE FOR CABLES INTO SEPARATE LOGICAL FIELDS. 4. CONTRACTOR SHALL TEST EACH CABLE AND ITS TERMINATIONS TO INSURE THAT THE INSTALLATION MEETS EIA/TIA STANDARDS. THREE COPIES OF THIS REPORT SHALL BE PROVIDED TO THE OWNER AS PART OF RECORD DRAWINGS. 3. SYSTEM REQUIREMENTS: COORDINATE THE FEATURES OF MATERIALS AND EQUIPMENT SO THEY FORM AN INTEGRATED SYSTEM. MATCH COMPONENTS AND INTERCONNECTIONS FOR OPTIMUM FUTURE PERFORMANCE. 2. ELECTRICAL COMPONENTS, DEVICES, AND ACCESSORIES: LISTED AND LABELED AS DEFINED IN NFPA 70, ARTICLE 100, BY A TESTING AGENCY ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION, AND MARKED FOR INTENDED USE. 1. COMPLY WITH NFPA 70. D. QUALITY CONTROL: C. INSTALLER QUALIFICATIONS: AN EXPERIENCED INSTALLER WHO IS A REGISTERED COMMUNICATION DISTRIBUTION DESIGNER CERTIFIED BY THE BUILDING INDUSTRY CONSULTING SERVICE INTERNATIONAL. B. SHOP DRAWINGS: WHEN REQUIRED BY BASIC ELECTRICAL REQUIREMENTS IT SHALL COMPLY WITH BASIC ELECTRICAL REQUIREMENTS SECTION OF THIS SPECIFICATION AND SHALL INCLUDE, BUT NOT BE LIMITED TOO, DIMENSIONED PLAN AND ELEVATION VIEWS OF COMPONENTS. SHOW ACCESS AND WORKSPACE REQUIREMENTS AND SYSTEM LABELING SCHEDULES, INCLUDING ELECTRONIC COPY OF LABELING SCHEDULES IN SOFTWARE THAT COMPLIES WITH THE FORMAT SELECTED BY OWNER. A. PRODUCT DATA: INCLUDE DATA ON FEATURES, RATINGS, AND PERFORMANCE FOR EACH COMPONENT SPECIFIED. 27 05 00 TELECOMMUNICATION PREMISE WIRING DIVISION 27 COMMUNICATIONS 2. PROVIDE RACEWAY FOR THE CONTROL CONDUCTORS THAT COMPLIES WITH THESE SPECIFICATIONS 1. PROVIDE TWO CONTROL CONDUCTORS FROM THE AUXILLARY CONTACT IN THE DISCONNECT TO THE VARIABLE FREQUENCY DRIVE'S CONTACTS. CONTACT TO INFORM THE VARIABLE FREQUENCY DRIVE THAT DISCONNECT HAS BEEN OPENED. I. FOR MOTORS THAT ARE FED WITH VARIABLE FREQUENCY DRIVES PROVIDE DISCONNECTS WITH AUXILLARY CONTACTS AS PART OF THE DISCONNECT FOR THESE MOTORS. 2. CORRECT MALFUNCTIONING UNITS, ON-SITE WHERE POSSIBLE, AND RETEST TO DEMONSTRATE COMPLIANCE. 1. PERFORM VISUAL AND MECHANICAL INSPECTION AND ELECTRICAL TEST. CERTIFY COMPLIANCE WITH TEST PARAMETERS. H. DEMONSTRATE PRODUCT CAPABILITY AND COMPLIANCE WITH REQUIREMENTS AFTER INSTALLATION AND AFTER ELECTRICAL CIRCUITRY HAS BEEN ENERGIZED. G. INSTALL EQUIPMENT GROUNDING CONNECTIONS FOR SWITCHES AND CIRCUIT BREAKERS WITH GROUND CONTINUITY TO MAIN ELECTRICAL GROUND BUS. F. LABEL EACH ENCLOSURE WITH ENGRAVED METAL OR LAMINATED-PLASTIC NAMEPLATE MOUNTED WITH CORROSION-RESISTANT SCREWS. E. MANUFACTURER'S STANDARD PRIME-COAT FINISH READY FOR FIELD PAINTING. 4. HAZARDOUS AREAS INDICATED ON DRAWINGS: NEMA 250 TYPE 7C 3. OTHER WET OR DAMP INDOOR LOCATIONS: NEMA 250 TYPE 4. 2016 © EXCEL ENGINEERING, INC. SHEET INFORMATION SHEET DATES SHEET ISSUE REVISIONS SHEET NUMBER PROJECT INFORMATION PROJECT NUMBER PROFESSIONAL SEAL 100 CAMELOT DRIVE FOND DU LAC, WI 54935 PHONE: (920) 926‐9800 WWW.EXCELENGINEER.COM ARCHITECTS ● ENGINEERS ● SURVEYORS 2/14/2018 3:42:21 PM C:\Users\AndyL\Documents\Revit Local Files\1757840_Elec_Central_(rvt 2015)_AndyL.rvt FEB. 14, 2018 SPECIFICATIONS 1757840 TENANT BUILD‐OUT FOR: PROFILE BY SANFORD 11503 SPRING MILL RD, SUITE 650 ● CARMEL, IN 46032 E0.3 03/29/18 Nick Mishler B. DUAL TECHNOLOGY CONTROL 3. POWER PACK: HUBBELL CPS-24 (SLAVE SL-20A). c) SINGLE STALL BATHROOM WALL SENSOR: HUBBELL LH-MT RATED FOR 1/6HP. b) DUAL LEVEL/CIRCUIT WALL SWITCH: HUBBELL LHMTD. a) SINGLE LEVEL WALL SWITCH: HUBBELL LH-MT SERIES 2. WALL SENSOR: b) LONG THROW FOR CORRIDORS OR OTHER LONG THROW SPACES: HUBBELL OMNI-US 2000. a) HUBBELL OMNI-DT. 1. CEILING SENSOR: A. MANUFACTURERS: HUBBELL, MYTECH, NOVITAS AND UNENCO, THE WATT STOPPER. 26 27 27 OCCUPANCY SENSORS G. BLANK, TELEVISION AND TELEPHONE OUTLETS: 4" SQUARE EXTRA DEEP BOX, SINGLE GANG RING AND BLANK COVER PLATE. PROVIDE CONDUIT FROM EACH BOX INTO AN ACCESSIBLE SPACE. TERMINATE CONDUIT WITH INSULATED CONNECTORS ON BOTH ENDS. 3. EXTERIOR: WEATHER-PROOF, GASKETED, LIFT COVER. RECEPTACLE COVER SHALL ALLOW CONTINUED USE WHEN COVER IS CLOSED. 2. MECHANICAL EQUIPMENT ROOM: STEEL. 1. INTERIOR: SMOOTH NYLON MATERIAL. F. COVER PLATES 7. MAKE CONNECTIONS THROUGH THE USE OF PIG-TAILS. 6. VERIFY ACTUAL LOCATION OF EQUIPMENT WITH OWNER PRIOR TO ROUGH-IN. 5. REVIEW RECEPTACLE LAYOUT WITH OWNER PRIOR TO ROUGH-IN. 4. SEE LEGEND FOR MOUNTING HEIGHTS. 3. EXTERIOR RECEPTACLES SHALL BE MARKED "WEATHER-RESISTANT" PER NEC. 2. GFCI RECEPTACLES: 20-AMPERE HUBBELL SPECIFICATION GRADE WITH LOCK OUT CAPABILITY UPON GFCI FAILURE. 1. DUPLEX GROUNDED RECEPTACLES, 20 AMPERE SPECIFICATION GRADE, HUBBELL 5362. E. RECEPTACLES: 2. PROVIDE 0-10V 3-WAY SLIDE DIMMER WITH ON/OFF SWITCH. EC SHALL VERIFY DIMMER IS COMPATIBLE WITH LED LIGHT FIXTURE. 1. PROVIDE 0-10V SLIDE DIMMER WITH ON/OFF SWITCH. EC SHALL VERIFY DIMMER IS COMPATIBLE WITH LED LIGHT FIXTURE. D. DIMMERS 3. PROVIDE PILOT LIGHT SWITCHES WHERE INDICATED. 2. SEE LEGEND FOR MOUNTING HEIGHTS. 1. 20-AMPERE HUBBELL 1221 SINGLE POLE, 1223 THREE-WAY AND 1224 FOUR-WAY. C. WALL SWITCHES: 2. COVER PLATE COLORS SHALL BE IVORY. 1. SWITCH AND RECEPTACLE COLORS SHALL BE IVORY. B. COLOR A. MANUFACTURERS: COOPER, HUBBELL, LEVITON AND PASS & SEYMOUR. 26 27 26 WIRING DEVICES A. EXISTING PANELBOARD (S) TO BE RE-USED 26 24 16 PANELBOARDS 1. PANELBOARDS B. PROVIDE TYPEWRITTEN DIRECTORY ACCURATELY INDICATING ROOMS AND/OR EQUIPMENT BEING SERVED AT THE FOLLOWING LOCATIONS: b. "FED FROM" LABEL. a. LABEL EQUIPMENT THAT IT SERVES. 3. DISCONNECTS: c. "FED FROM" LABEL b. LABEL EQUIPMENT THAT IT SERVES. a. TRANSFORMER IDENTIFICATION 2. TRANSFORMERS: c. "FED FROM" LABEL. b. FAULT CURRENT AMPERE RATING a. MOUNT IDENTIFICATION LABEL AT THE TOP OF THE FRONT COVER. MOUNT ON THE INSIDE OF DOOR FOR RECESSED PANELBOARDS. 1. PANELBOARDS: A. ENGRAVED LABELS: ENGRAVED 3-LAYER PHENOLIC LABEL WITH BLACK LETTERS ON WHITE MATERIAL, UNLESS OTHER COLORS ARE CALLED OUT ON THE DRAWINGS OR DETAILS. LABELS MINIMUM 3/4" HIGH AND 3" LONG. LABELS MAY BE ATTACHED WITH DOUBLE BACKED ADHESIVE TAPE UNLESS INDICATED OTHERWISE. LABELS REQUIRED AT: 26 05 53 IDENTIFICATION FOR ELECTRICAL SYSTEMS F. SEAL ALL RACEWAY, CABLE AND CONDUIT PENETRATIONS THROUGH ALL WALLS IN THE ELECTRICAL ROOM(S). E. CONTRACTOR SHALL USE CAUTION PRIOR TO MAKING PENETRATIONS AS TO NOT DISTURB ANY EXISTING UTILITIES THAT MIGHT BE PRESENT IN EXISTING WALLS, CEILINGS OR FLOORS. THIS CONTRACTOR IS RESPONSIBLE FOR LOCATING EXISTING UTILITIES IN EXISTING WALLS, CEILINGS OR FLOORS. D. SMOKE WALL PENETRATIONS: CONDUITS OR CABLES PENETRATING PENETRATION SHALL NOT DESTROY THE BARRIER'S INTEGRITY. C. FIRE RATED INTERIOR WALL AND FLOOR PENETRATIONS: SEAL OPENING AROUND PIPE WITH A UL APPROVED FIRE-STOP SYSTEM HAVING AN F-RATING NOT LESS THAN THE HOURLY RATING OF THE ASSEMBLY BEING PENETRATED. B. NON-FIRE RATED INTERIOR WALL AND FLOOR PENETRATIONS: FILL VOID BETWEEN CONDUIT AND SLEEVE, CONCRETE, OR DRYWALL WITH EXPANDING POLYURETHANE FOAM. CAULK BETWEEN CONDUIT AND SLEEVE OR WALL WITH NON-HARDENING CAULK. 4. SLEEVE NOT REQUIRED FOR DRYWALL WALLS OR CORE DRILLED HOLE IN CONCRETE WALL. 3. FURNISH, INSTALL, AND GROUT SLEEVE IN EXISTING MASONRY AND NEW CONCRETE WALLS. 2. FURNISH SLEEVE TO MASON FOR NEW MASONRY WALLS. 1. FURNISH RIGID CONDUIT SLEEVES FOR CABLES PASSING THROUGH MASONRY, CONCRETE, OR OTHER SIMILAR CONSTRUCTION. A. SLEEVES F. 26 05 35 PENETRATIONS E. VERIFY LOCATION PRIOR TO ROUGH-IN. MATCH THE HEIGHT OF EXISTING DEVICES FOR INSTALLATIONS IN ADDITIONS TO EXISTING FACILITIES. D. OUTLET AND JUNCTION BOXES USED AS SURFACE METAL RACEWAY SHALL BE MANUFACTURED BY THE SURFACE METAL RACEWAY MANUFACTURER TO BE COMPATIBLE WITH THE RACEWAY USED. C. JUNCTION AND SPLICE BOXES SHALL HAVE GALVANIZED SCREW COVERS AND BE NOT LESS THAN CODE DIMENSIONS. THROUGH-WALL AND BACK-TO-BACK BOXES NOT ALLOWED. B. PROVIDE CAST BOXES FOR EXTERIOR USE DEVICES. NONMETALLIC BOXES MAY BE USED FOR EXTERIOR USE DEVICES WHERE PERMITTED BY STATE AND LOCAL CODES AND AUTHORITY HAVING JURISDICTION. PROVIDE COVERS WITH GASKETS. A. FLUSH INTERIOR 4" SQUARE STEEL BOXES WITH RAISED COVERS AND SQUARE CUT CORNERS. PROVIDE BOXES RATED FOR THROUGH FEED. 26 05 33 BOXES 8. PROVIDE UL LISTED FIRE-WALL PENETRATIONS WHEN CONDUIT PASS THROUGH A FIRE RATED WALL. 7. SECURE CONDUITS WITH AT LEAST ONE CORROSION PROOF MALLEABLE ALLOY STRAP OR HANGER EVERY 8 FT. DO NOT USE PERFORATED STRAPPING. 6. INSTALL FLEXIBLE STEEL CONDUIT DROPS FROM INDEPENDENT JUNCTION BOX MOUNTED ABOVE CEILING TO RECESSED LIGHT FIXTURES. 5. ROUTE CONDUIT ABOVE LAY-IN SUSPENDED CEILINGS SO AS NOT TO INTERFERE WITH TILE REMOVAL. 4. WHEN REQUIRED BY STATE AND LOCAL CODES AND ORDINANCES, PROVIDE SEPARATE CONDUIT/RACEWAY FOR FIRE ALARM AND TELECOMMUNICATION SYSTEMS. 3. INSTALL CONDUIT WITH ADEQUATE DRAINAGE. 2. INSTALL UL APPROVED EXPANSION FITTINGS COMPLETE WITH GROUNDING JUMPERS WHERE CONDUITS CROSS BUILDINGS EXPANSION JOINTS AND IN LONG CONDUIT RUNS WHERE DIFFERENTIAL EXPANSION OR CONTRACTION WOULD CAUSE BENDING OR SEPARATION. 1. DRAWINGS AND DIAGRAMS SHOW SIZE AND APPROXIMATE LOCATION OF CONDUIT. THE DRAWINGS ARE DIAGRAMMATIC AND SHALL NOT BE SCALED TO DETERMINE EXACT LOCATION. PROVIDE ADDITIONAL OFFSETS AS REQUIRED FOR FIELD CONDITIONS. ROUTE CONDUIT IN ORDERLY MANNER, PARALLEL TO BUILDING STRUCTURE. CONCEAL CONDUIT IN FINISHED AREAS. F. INSTALLATION 4. SCHEDULE 40 PVC. 3. MINIMUM SIZE 3/4". 2. ALLOWED FOR ABOVE GRADE CONDUIT WHEN CONDUIT IS UL LISTED FOR DIRECT SUNLIGHT EXPOSURE AND WHEN ALLOWED BY CODE AND LOCAL AUTHORITY HAVING JURISDICTION. 1. USE FOR CONDUIT IN CONCRETE, UNDER FLOOR SLABS, OR IN EARTH WHEN PERMITTED BY CODE AND LOCAL ORDINANCES. E. PVC 4. STEEL FITTINGS WITH INSULATED THROAT, UL LISTED. 3. MAXIMUM LENGTH 72" FOR CONNECTION TO FIXTURES IN TILE CEILINGS. 2. MAXIMUM LENGTH 36" FOR CONNECTION TO HVAC EQUIPMENT 1. MINIMUM SIZE 1/2". D. FLEXIBLE 3. SUPPORT MINIMUM EVERY TWO FEET. 2. ALLOWED FOR ABOVE GRADE CONDUIT WHICH IS CONCEALED INSIDE NON-RATED WALLS AND WHERE PERMITTED BY CODE AND LOCAL AUTHORITY HAVING JURISDICTION. 1. SIZES: MINIMUM 1/2", MAXIMUM 1". C. ENT 2. STEEL SET SCREW OR COMPRESSION TYPE FITTINGS WITH INSULATED THROAT. 1. ALLOWED FOR INSIDE ABOVE GRADE CONDUIT 2" AND SMALLER. B. EMT 4. GALVANIZED RIGID STEEL WITH GALVANIZED RIGID STEEL FITTINGS, THREADED WATERTIGHT. 3. GALVANIZED RIGID STEEL REQUIRED FOR ALL UNDERGROUND 90 DEGREE BENDS. 2. REQUIRED WHERE CALLED OUT ON PLANS. 1. ALLOWED FOR ALL SIZES BELOW GRADE AND INSIDE ABOVE GRADE. A. RMC 26 05 30 CONDUIT 1. PROVIDE FINAL INTERIOR EQUIPMENT CONCRETE PAD SIZE REQUIREMENTS TO CONCRETE CONTRACTOR. PADS SHALL EXTEND MINIMUM 2" BEYOND EQUIPMENT FOOTPRINT. C. CONCRETE PADS AND POLE BASES 2. SUPPORT WITH PAINTED OR GALVANIZED STEEL CHANNEL. 1. 3/4" PLYWOOD PAINTED ON BOTH SIDES AND EDGES WITH TWO COATS OF WHITE ENAMEL PAINT TO MOUNT EQUIPMENT WHERE SHOWN. B. BACKBOARDS 3. PROVIDE ANGLES, CHANNELS, AND BEAMS AS REQUIRED. 2. ATTACH TO STRUCTURAL COMPONENTS TO NOT JEOPARDIZE STRUCTURAL INTEGRITY. 1. PROVIDE PROPER FITTINGS AND SUPPORT SUITABLE FOR AMBIENT/ENVIRONMENTAL CONDITIONS AND SERVICE DUTY. A. CONDUIT HANGERS, ATTACHMENTS, AND SUPPORTS 26 05 29 HANGERS AND SUPPORTS I. TESTING: ALL CIRCUITS SHALL BE TESTED FOR PROPER OPERATION AND FUNCTION. REPARE ALL NON-WORKING, NEWLY INSTALLED, CIRCUITS. H. PROVIDE A SEPARATE NEUTRAL CONDUCTOR FOR EACH LIGHTING BRANCH CIRCUIT THAT SERVES HID, ELECTRONIC FLUORESCENT BALLASTS AND SOLID-STATE LED DRIVERS OR PROVIDE A NEUTRAL CONDUCTOR ONE SIZE LARGER THAN THE LARGEST SOURCE CONDUCTOR WHEN THE NEUTRAL IS SHARED. G. PROVIDE A SEPARATE GROUND CONDUCTOR AND A SEPARATE NEUTRAL CONDUCTOR WHEN AN INDIVIDUAL RECEPTACLE OR PIECE OF EQUIPMENT IS SHOWN WITH AN INDIVIDUAL HOMERUN. F. WHEN USING ALUMINUM CONDUCTORS: THE CONTRACTOR SHALL SEAL ALL EXPOSED ALUMINUM WHEN CONDUCTOR IS EXPOSED IN A LUG WITH AN ANTI-OXIDANT COMPOUND. THE CONDUCTORS SHALL BE COMPACT CONCENTRIC STRANDED PURE ALUMINUM CONDUCTORS. E. PROVIDE GROUND CONDUCTOR(S) WITH EVERY BRANCH CIRCUIT AND EVERY FEEDER. D. TWO PERCENT VOLTAGE DROP AT PANELBOARDS AND THREE PERCENT FOR BRANCH CIRCUITS FOR FIVE PERCENT VOLTAGE DROP PER NEC. 2. 277/480-VOLT SYSTEMS: PHASE-A (BROWN), PHASE-B (ORANGE), PHASE-C (YELLOW). 1. 120/208-VOLT AND 120/240-VOLT SYSTEM: PHASE-A (BLACK), PHASE-B (RED), PHASE-C (BLUE). C. WIRE COLORS B. NEUTRALS AND GROUNDS SHALL BE COLOR CODED PER NEC. 10. TYPE AC OR MC CABLE IS ACCEPTABLE WHERE ALLOWED BY STATE AND LOCAL CODES AND LOCAL AUTHORITY HAVING JURISDICTION. 9. UF CABLE IS ACCEPTABLE WHERE ALLOWED BY STATE AND LOCAL CODES AND LOCAL AUTHORITY HAVING JURISDICTION. 8. NM CABLE IS ACCEPTABLE WHERE ALLOWED BY STATE AND LOCAL CODES AND LOCAL AUTHORITY HAVING JURISDICTION. 7. GREEN INSULATION, COPPER STRANDED EQUIPMENT GROUND. 6. CONTROL WIRING: STRANDED COPPER, MINIMUM NO. 14. 5. MINIMUM BRANCH CIRCUIT WIRE SIZE NO. 12. 4. 250 KCMIL AND LARGER: STRANDED COPPER OR ALUMINUM, 600V, XHHW. 3. NO. 2 TO 250 KCMIL: STRANDED COPPER OR ALUMINUM, 600V, THHN/THWN. 2. NO. 8 TO 3: STRANDED COPPER, 600V, THHN/THWN. 1. NO. 10 & 12: SOLID OR STRANDED COPPER, 600V, THHN/THWN. A. TYPE AND SIZE 26 05 19 LOW VOLTAGE POWER CONDUCTORS AND CABLES (600V AND LESS) B. ASSIST THE OWNER IN APPLYING FOR ELECTRICAL SERVICE AND COORDINATE NEW SERVICE INSTALLATION WITH THE UTILITY COMPANY. PROVIDE METERING EQUIPMENT, TRANSFORMER PAD, AND CONDUIT ROUGH-IN AS REQUIRED BY THE UTILITY. A. EXISTING - PROVIDED BY LANDLOARD 26 05 02 ELECTRICAL SERVICE c. WIRE HOLDDOWN CLIPS ARE PROVIDED IN THE RACEWAY. b. RACEWAY HAS DIVIDERS BETWEEN THE LOW VOLTAGE AND LINE VOLTAGE COMPARTMENTS. a. EACH LINE VOLTAGE CIRCUIT IN THE RACEWAY IS PROVIDED WITH A SEPARATE GREEN GROUND WIRE. 2. WHERE IT IS IMPOSSIBLE TO CONCEAL CONDUIT AND WHEN APPROVED BY ARCHITECT, METAL SURFACE RACEWAY MAY BE USED FOR 110 VOLT OR GREATER POWER. PLASTIC SURFACE RACEWAY MAY BE USED UNDER THE FOLLOWING CIRCUMSTANCES: 1. CONCEAL CONDUIT IN WALLS, ABOVE CEILING, OR BELOW FLOORS. R. REMODELING IN EXISTING CONSTRUCTION 5. RESTORE EXISTING GROUND, LAWNS, PAVING, WALKS, ETC. TO ORIGINAL CONDITION. 4. BURY CONDUIT AND CABLE A MINIMUM 24" DEEP WITH 6" SAND BED ABOVE AND BELOW, AND WARNING MARKER TAPE MINIMUM 12" ABOVE. 3. CONDUIT PASSING UNDER FOOTINGS AND FOUNDATION WALLS ARE ALLOWED WHERE PERMITTED BY NEC. MAINTAIN MINIMUM 1-1/2" CLEARANCE UNDER FOOTINGS AND FOUNDATION WALLS. 2. EXCAVATE AND BACKFILL TRENCHES FOR ELECTRICAL WORK. BACKFILL AND COMPACTION SHALL MEET REQUIREMENTS SPECIFIED ELSEWHERE. 1. VERIFY ALL EXISTING UNDERGROUND ELECTRICAL FEEDERS, BRANCH CIRCUITS, LOW VOLTAGE CABLES AND FIBER OPTIC HAVE BEEN LOCATED BEFORE STARTING PRIOR TO EXCAVATION. CONTRACTOR SHALL NOT USE MACHINE EXCAVATORS AROUND EXISTING UNDERGROUND ELECTRICAL FEEDERS, BRANCH CIRCUITS, LOW VOLTAGE CABLES AND FIBER OPTIC CABLES. N. EXCAVATION AND BACKFILL. e) COORDINATE WITH THE OTHER CONTRACTORS AND WHEREVER PRACTICAL, GROUP DEVICES IN SUCH A MANNER SO AS TO MINIMIZE PANELS. d) ARCHITECT TO APPROVE ACCESS PANEL LOCATION PRIOR TO INSTALLATION OF EQUIPMENT REQUIRING ACCESS. c) TURN ACCESS PANEL OVER TO CONTRACTOR SKILLED IN THE CONSTRUCTION OF THE SURFACES INVOLVED FOR INSTALLATION. b) PANELS UL LISTED TO CONFORM TO THE FIRE RATING OF THE SURFACE INSTALLED IN. a) FURNISH ACCESS PANELS OF ADEQUATE SIZE TO PERMIT SERVICE OF CONCEALED DEVICES. PANELS SHALL BE SUITABLE FOR INSTALLATION IN THE MATERIAL FORMING THE FINISHED SURFACE, WITH FLUSH METAL FRAME, FLUSH HINGED STEEL DOOR, FLUSH SCREWDRIVER OPERATED LATCH. 2. ACCESS PANELS 1. INSTALL EQUIPMENT, JUNCTION BOXES, PULL BOXES AND ACCESSORIES TO PERMIT ACCESS WITHOUT RELOCATING INSTALLED OR YET TO BE INSTALLED EQUIPMENT. M. ACCESS 2. DO NOT LOCATE OUTLETS OR EQUIPMENT WHERE THE USEFULNESS AND/OR OPERATION WILL BE AFFECTED BY THE WORK OF OTHER TRADES, DOOR SWING, COUNTER, EQUIPMENT, ETC. 1. THE ARCHITECT SHALL RESERVE THE RIGHT TO MAKE OUTLET POSITION CHANGES UP TO 10' BEFORE INSTALLATION. L. LOCATION 3. PROVIDE RECORD DRAWINGS TO THE OWNER IN AUTOCAD FORMAT. 2. MARK RECORD DRAWINGS ON A FINAL SET OF DRAWINGS WHICH INCLUDES ALL REVISIONS. 1. CLEAN FIXTURES AND EQUIPMENT AND LEAVE IN PROPER WORKING CONDITION AT THE TIME OF FINAL CLEAN-UP. K. PROJECT COMPLETION J. REMOVE FROM THE JOB SITE ELECTRICAL CONDUIT, PANELS, CABLE, WIRE, EQUIPMENT, ETC. INDICATED BY THE DRAWINGS TO BE DEMOLISHED, UNLESS INDICATED TO BE TURNED OVER TO THE OWNER. I. PROVIDE ALL CUTTING AND PATCHING NECESSARY FOR ELECTRICAL WORK INSTALLATION UNLESS THIS WORK IS IDENTIFIED TO BE THE WORK OF OTHER CONTRACTORS. PATCHING SHALL MATCH ADJACENT SURFACES. CORE DRILL OR SAW-CUT OPENINGS THROUGH EXISTING CONCRETE. H. CONTRACTOR SHALL CALL LOCAL LOCATING SERVICE AND CONDUCT A PRIVATE UTILITY LOCATE TO INSURE THAT ALL ELECTRICAL FEEDERS, BRANCH CIRCUITS, LOW VOLTAGE CABLES AND FIBER OPTIC HAVE BEEN LOCATED BEFORE STARTING SITE DEMOLITION. DESIGN ENGINEER AND GENERAL CONTRACTOR SHALL BE NOTIFIED OF ANY DISCREPANCIES BETWEEN PLAN AND FIELD CONDITIONS PRIOR TO CONSTRUCTION. G. VERIFY ELECTRICAL SIZE AND CONNECTION REQUIREMENTS FOR EQUIPMENT FURNISHED BY OTHERS. F. INSTALL MOTOR STARTERS/VFDS FURNISHED BY HVAC AND PLUMBING CONTRACTORS, AND WIRE FROM THE POWER SOURCE TO THE STARTER/VFD AND FROM THE STARTER/VFD TO THE MOTOR. SEE HVAC AND PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION AND LOCATIONS. E. COORDINATE INSTALLATION OF ELECTRICAL WORK WITH THE OTHER CONTRACTORS TO AVOID CONFLICTS WITH OTHER WORK. D. MATERIAL SHALL BEAR U.L. AND/OR OTHER APPROVED AGENCY LISTING. C. COMPLY WITH THE REQUIREMENTS OF NFPA; NATIONAL, STATE AND LOCAL ELECTRICAL CODES AND LOCAL UTILITY REGULATIONS. B. ELECTRICAL CONTRACTOR SHALL VERIFY REQUIREMENTS FOR TEMPORARY LIGHTING AND POWER WITH GENERAL CONTRACTOR AND INCLUDE IN HIS SCOPE OF WORK WHEN DIRECTED BY G.C. INSTALL IN ACCORDANCE WITH ALL CODE AND OSHA REQUIREMENTS FOR CONSTRUCTION PROJECTS. A. THESE PLANS ARE SHOWN TO AID THE CONTRACTOR AND ARE NOT MEANT TO BE INCLUSIVE OF ALL DEVICES, DISCONNECTS AND ACCESSORIES. PROVIDE REQUIRED EQUIPMENT AND ACCESSORIES FOR A COMPLETE INSTALLATION. 26 05 01 BASIC ELECTRICAL REQUIREMENTS E. E.C. SHALL PROVIDE FINISH/PAINT WHERE SPECIFIED ELSEWHERE. D. WHERE THE ELECTRICAL CONTRACTOR IS REQUIRED TO PAINT, THE PAINTING SHALL BE DONE IN ACCORDANCE WITH THE PAINTING PORTION OF THE ARCHITECTURAL SPECIFICATION. C. IF FINISH BECOMES RUSTED, CORRODED, SCRATCHED, OR FLAKED DURING STORAGE OR INSTALLATION, REFINISH THE EQUIPMENT TO THE SATISFACTION OF THE OWNER. B. COORDINATE WORK WITH THE PAINTERS SO THAT ALL EQUIPMENT IS INSTALLED PRIOR TO PAINTING. E.C. SHALL PAINT ITEMS IF NOT IN PLACE PRIOR TO NORMAL ROUTINE PAINTING. A. E.C. SHALL PROVIDE A FACTORY OR FIELD APPLIED PRIME AND FINISH COAT OF COLOR SELECTED BY THE OWNER'S REPRESENTATIVE TO ALL ROOF MOUNTED EQUIPMENT AND OTHER EXTERIOR MATERIALS, INCLUDING SUPPORT HARDWARE. 09 91 00 FINISH AND PAINTING C. IN AS MUCH AS THE SPECIFICATIONS ARE BRIEF, THE CONTRACTOR SHALL PROVIDE WORKMANSHIP THAT IS OF THE BEST QUALITY WITH THE BEST POSSIBLE APPEARANCE AND UTILITY. FAULTY WORK SHALL BE REPAIRED OR REPLACED AT NO COST TO THE OWNER. INDUSTRY STANDARDS SHALL BE USED AS THE GUIDE FOR QUALITY OF MATERIALS AND WORKMANSHIP. 2. WHERE SUBSTITUTE EQUIPMENT REQUIRES REDESIGN OF ANY PART OF THE PROJECT, THE COST OF REDESIGN AND ADDITIONAL COSTS OF THE WORK SHALL BE PAID BY THE CONTRACTOR. REDESIGN SHALL BE SUBJECT TO THE APPROVAL OF ALL AUTHORITIES HAVING JURISDICTION OVER THE WORK INCLUDING THE ARCHITECT/ENGINEER. 1. WHERE "PRE-APPROVED EQUIVALENT" IS SCHEDULED, SUBMIT EQUIPMENT CUT SHEETS AND WRITTEN DESCRIPTION OF ANY DIFFERENCES BETWEEN THE SPECIFIED AND PROPOSED EQUIPMENT PRIOR TO BID TIME. B. SUBSTITUTIONS A. SEE SHEET T2.0. 01 11 00 GENERAL REQUIREMENT A. SEE SHEET T2.0. 00 72 00. GENERAL CONDITIONS DIVISION 26 ELECTRICAL 2016 © EXCEL ENGINEERING, INC. SHEET INFORMATION SHEET DATES SHEET ISSUE REVISIONS SHEET NUMBER PROJECT INFORMATION PROJECT NUMBER PROFESSIONAL SEAL 100 CAMELOT DRIVE FOND DU LAC, WI 54935 PHONE: (920) 926‐9800 WWW.EXCELENGINEER.COM ARCHITECTS ● ENGINEERS ● SURVEYORS 2/14/2018 3:42:18 PM C:\Users\AndyL\Documents\Revit Local Files\1757840_Elec_Central_(rvt 2015)_AndyL.rvt FEB. 14, 2018 SPECIFICATIONS 1757840 TENANT BUILD‐OUT FOR: PROFILE BY SANFORD 11503 SPRING MILL RD, SUITE 650 ● CARMEL, IN 46032 E0.2 ELECTRICAL SPECIFICATIONS 03/29/18 Nick Mishler MOUNTED @ 18" AFF TO CENTER DOUBLE DUPLEX RECEPTACLE MOUNTED @ 18" AFF TO CENTER ABOVE COUNTER BLANK BOX 4" EXTRA DEEP BOX, SINGLE GANG RING, BLANKPLATE, 1"C. STUBBED INTO ACCESSIBLE SPACE. MTD 6" ABOVE BACKSPLASH TO CENTER SWITCH BOTTOM HALF OF RECEPTACLE. TOP HALF UNSWITCHED. LOW VOLTAGE SWITCH MOUNT @ 46" AFF TO CENTER S MISC X CONDUIT STUB THROUGH WALL BUSHED EACH END CONDUIT WITH BUSHING ON END. REFERS TO NOTE WITH NUMBER "X" PUSHBUTTON PROVIDE JUNCTION BOX AND CONDUIT. MOUNT AT SWITCH HEIGHT. COMMUNICATION TV X CEILING MOUNTED SPEAKER TELEVISION OUTLET MOUNTED @ 18" AFF TO CENTER COMBINATION TELEPHONE/DATA WITH 1" C. STUBBED INTO AN ACCESSIBLE SPACE. MOUNTED @ 18" AFF TO CENTER. X = NUMBER OF DATA DROPS PER BOX. TELEPHONE OUTLET WITH 1" C. STUBBED INTO AN ACCESSIBLE SPACE. MOUNTED 18" AFF TO CENTER. W = WALL MOUNTED @ 52" AFF TO CENTER DATA OUTLET WITH 1" C. STUBBED INTO AN ACCESSIBLE SPACE. MOUNTED 18" AFF TO CENTER. PC LIGHTING OCCUPANCY SENSOR WALL MOUNTED OCCUPANCY SENSOR WITH SWITCH TWIN HEAD POLE MOUNTED FIXTURE SINGLE HEAD POLE RECESSED, SURFACE, OR PENDANT MOUNTED LIGHT FIXTURE RECESSED, SURFACE MOUNTED, OR CHAIN HUNG LIGHT FIXTURE. SEE LIGHTING FIXTURE LEGEND. EXIT LIGHT RECESSED EMERGENCY LIGHT PHOTO CONTROL EXTERIOR WALL MOUNTED FIXTURE OR INTERIOR WALL WASH FIXTURE EMERGENCY LIGHT. 11'-0" AFF TO TOP OR 8" BELOW CEILING WHICHEVER IS LOWER WALL MOUNTED LIGHT FIXTURE MOUNTED @ 7'-0" AFF OR 8" ABOVE MIRROR DUAL LEVEL/CIRCUIT OCCUPANCY SENSOR WITH SWITCH ABBREVIATIONS AC ABOVE COUNTER AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE BRD BOARD C CONDUIT C/T CURRENT TRANSFORMER DISC DISCONNECT DW DISHWASHER EC ELECTRICAL CONTRACTOR ELEV ELEVATION EM EMERGENCY ETR EXISTING TO REMAIN EWC ELECTRIC WATER COOLER FBO FURNISHED BY OTHERS FLA FULL LOAD AMPS FPC FIRE PROTECTION CONTRACTOR G.C. GENERAL CONTRACTOR GDSP GARBAGE DISPOSAL GFI GROUND FAULT CIRCUIT INTERRUPTED GND GROUND HC HVAC CONTRACTOR HP HORSE POWER IG ISOLATED GROUND LCP LIGHTING CONTROL PANEL MCA MINIMUM CIRCUIT AMPS MTD MOUNTED NL NIGHT LIGHT NTS NOT TO SCALE OC ON CENTER PC PLUMBING CONTRACTOR PH PHASE PNL PANELBOARD REF REFRIGERATOR SS STAINLESS STEEL UC UNDER COUNTER WP WEATHER PROOF XFMR TRANSFORMER WT WATER TIGHT WP/GFI WEATHER PROOF AND GROUND FAULT CIRCUIT INTERRUPTED SECURITY DC ES CR DOOR CONTACT ELECTRIC STRIKE CARD READER MOTOR CONTROL MS DISCONNECT FURNISHED BY E.C. F=FUSIBLE MOTOR CONNECTION COMBINATION STARTER MANUAL STARTER NON-COMBINATION STARTER FS TS FACP FAA F ARL ARM ARS FIRE ALARM / LIFE SAFETY S H S E M S D Co S SB ELEVATOR SMOKE DETECTOR SPRINKLER FLOW SWITCH MAGNETIC DOOR HOLDER SMOKE DETECTOR HEAT DETECTOR STROBE MOUNTED @ 84" AFF TO TOP OR 6" BELOW CEILING WHICHEVER IS LOWER HORN/STROBE MOUNTED @ 84" AFF TO TOP OR 6" BELOW CLG WHICHEVER IS LOWER. PULL STATION MOUNTED @ 46" AFF TO CENTER DUCT SMOKE DETECTOR SPRINKLER TAMPER SWITCH AREA OF REFUGE MASTER PANEL AREA OF REFUGE LIGHTING AREA OF REFUGE STATION DOOR BELL SPEAKER/STROBE MOUNTED @ 84" AFF TO TOP OR 6" BELOW CLG WHICHEVER IS LOWER. SPEAKER CEILING MOUNTED W = WALL MOUNTED FIRE ALARM CONTROL PANEL FIRE ALARM ANNUNCIATOR PANEL CARBON MONOXIDE DETECTOR HORN (SOUNDER) MOUNTED @ 84" AFF TO TOP OR 6" BELOW CLG WHICHEVER IS LOWER. SMOKE DETECTOR WITH SOUNDER BASE N P NURSE CALL DOME LIGHT GROUND ROD EXO-THERMIC WELD CONNECTION NURSE CALL PULL CORD FIRE RATED WALLS FIRE - 1 HOUR FIRE - 3 HOUR FIRE - 2 HOUR FIRE - 4 HOUR SYM. IDENTIFICATION SYM. NOTE: ALL SYMBOLS SHOWN MAY NOT APPEAR ON DRAWINGS. ALL MOUNTING HEIGHTS ARE TYPICAL UNLESS OTHERWISE NOTED. SYM. IDENTIFICATION IDENTIFICATION S E J SYMBOLS LEGEND SHARED ELECTRICAL HOMERUN WHEN WIRE TAG HAS AN (*) ASTERISK PRECEDING PANEL- CIRCUIT INFO ELECTRICAL HOMERUN, CIRCUIT AS SHOWN *PNL-X ITEMS AND/OR DEVICES CIRCUITED TOGETHER ITEMS AND/OR DEVICES CIRCUITED TOGETHER, BUT SWITCHED SEPARATELY S WALL MOUNTED SPEAKER 2-LAMP FIXTURE CONNECTED TO NIGHT LIGHT CIRCUIT. 3 AND 4 LAMP FIXTURE CENTER LAMP(S) CONNECTED TO NIGHT LIGHT CIRCUIT. SEE LIGHTING FIXTURE LEGEND. MOTOR CONNECTION REQUIRING REMOTE STARTER/VFD. REFERENCE MOTOR CONNECTION SCHEDULE FOR ADDITIONAL INFORMATION. PENDANT FIXTURE MW K KEY PAD I INTERCOM CAMERA SIMPLEX RECEPTACLE MTD @ 18" AFF TO CENTER V LOCAL VOLUME CONTROL EQUIPMENT SURFACE MOUNTED RACEWAY EQUIPMENT CONNECTION RECESSED PANELBOARD SURFACE MOUNTED PANELBOARD ELM ELEVATOR LANDING MASTER PANEL. SEE ELEVATOR LANDING TWO-WAY COMMUNICATION DETAIL. ELS ELEVATOR LANDING STATION. SEE ELEVATOR LANDING TWO- WAY COMMUNICATION DETAIL. SM SOUND MASKING SPEAKER OFCI OWNER FURNISH CONTRACTOR INSTALL · SEE ARCHITECTURAL REFLECTED CEILING AND ELEVATION PLANS FOR LOCATION OF ALL LIGHTING FIXTURES. LOCATE FIXTURES IN ACCORDANCE WITH CEILING AND ELEVATION PLANS. · ONELINE DIAGRAMS AND RISER DIAGRAMS ARE A DIAGRAMMATIC REPRESENTATION TO AID THE CONTRACTOR IN UNDERSTANDING THE FUNCTION AND OPERATION OF THE SYSTEMS. E.C. SHALL REVIEW THE ONELINES, RISERS, AND FLOOR PLANS FOR THE EXACT QUANTITIES AND LOCATION OF ALL EQUIPMENT. E.C. SHALL FURNISH AND INSTALL ALL EQUIPMENT SHOWN ON ANY OR ALL OF THESE DIAGRAMS AND DRAWINGS. DETAILED WIRING DIAGRAMS SHOWING ACTUAL WIRING FOR THE SYSTEMS FURNISHED SHALL BE A PART OF THE SHOP DRAWING SUBMITTAL. · DEVICE LOCATIONS MAY BE DISTORTED FOR CLARITY. LOCATE DEVICES SYMMETRICALLY WITH THE ARCHITECTURAL ELEMENTS. · CONTRACTOR SHALL COORDINATE WITH THE OTHER TRADES TO VERIFY SPACES ARE CLEAR OF OBSTRUCTIONS. MAINTAIN MAXIMUM HEADROOM AND SPACE CONDITION AT ALL POINTS IN THE BUILDING. WHERE HEADROOM OR SPACE CONDITIONS APPEAR INADEQUATE, NOTIFY ARCHITECT/ENGINEER BEFORE PROCEEDING WITH THE INSTALLATION. · FURNISH OTHER TRADES ADVANCE INFORMATION ON LOCATIONS AND SIZES OF PIPING, DUCTWORK, EQUIPMENT, FRAMES, BOXES, SLEEVE AND OPENINGS NEEDED FOR WORK. FURNISH INFORMATION AND SHOP DRAWINGS TO PERMIT TRADES AFFECTED TO INSTALL THEIR WORK PROPERLY AND WITHOUT DELAY. · SEE HVAC AND PLUMBING PLANS FOR LOCATIONS OF HEATING, VENTILATING, AIR CONDITIONING AND PLUMBING EQUIPMENT. DO NOT REFERENCE ELECTRICAL DRAWINGS FOR EXACT LOCATION. · SCHEDULE REQUIRED POWER, TELEPHONE, OR DATA OUTAGES IN OCCUPIED AREAS OF THE BUILDING WITH THE OWNER. CONTRACTOR SHALL WORK UNTIL SERVICE IS RESTORED. OUTAGE WORK SHALL BE DONE AFTER OR BEFORE NORMAL WORKING HOURS, ON WEEKENDS OR HOLIDAYS. GENERAL ELECTRICAL NOTES REMARKS: (1) PROVIDE CABLE LENGTH TO MOUNT BOTTOM OF FIXTURE AT 8'-6" AFF. (2) PROVIDE STEM LENGTH TO MOUNT BOTTOM OF FIXTURE AT 9'-0" AFF (3) PROVIDE MINIMUM 12W LAMPHEADS FOR EMERGENCY LIGHTS. (4) PROVIDE MANUFACTURERS STANDARD LENGTHS OF TRACK TO MATCH LENGTHS SHOWN ON PLANS. PROVIDE ALL SUPPORTS, CONNECTORS AND POWER SUPPLIES FOR ACOMPLETE AND WORKING SYSTEM. SEE REFLECTED CEILING PLAN GENERAL NOTES · FIXTURE MODEL NUMBER MAY NOT REFLECT ALL MOUNTING HARDWARE. ELECTRICAL CONTRACTOR SHALL PROVIDE ALL NECESSARY MOUNTING EQUIPMENT, LENSES, STEMS, SAFETY CHAINS, END PLATES, AND ALL OTHER HARDWARE NECESSARY FOR A COMPLETE FIXTURE INSTALLATION. SEE MOUNTING DETAILS WHEN APPLICABLE. (5) PROVIDE CABLE LENGTH TO MOUNT BOTTOM OF PENDANT AT 7'0" AFF. · ALL LIGHT FIXTURES ARE TO BE OWNER FURNISHED CONTRACTOR INSTALLED (6) TRACK MOUNTED AT 9'-0" CEILINGS SHALL HAVE 12" RIGID STANDOFFS. TRACKS MOUNTED AT EXPOSED STRUCTURE SHALL HAVE RIGID STANDOFFS EXTENDED FROM STRUCTURE ABOVE TO MOUNT BOTTOM OF TRACK HEAD AT 7'-6". FIELD VERIFY LENGTH. (7) PROVIDE CHAIN TO HANG FIXTURES 9'-0" AFF FROM BOTTOM OF FIXTURE. 2016 © EXCEL ENGINEERING, INC. SHEET INFORMATION SHEET DATES SHEET ISSUE REVISIONS SHEET NUMBER PROJECT INFORMATION PROJECT NUMBER PROFESSIONAL SEAL 100 CAMELOT DRIVE FOND DU LAC, WI 54935 PHONE: (920) 926‐9800 WWW.EXCELENGINEER.COM ARCHITECTS ● ENGINEERS ● SURVEYORS 2/14/2018 3:42:16 PM C:\Users\AndyL\Documents\Revit Local Files\1757840_Elec_Central_(rvt 2015)_AndyL.rvt FEB. 14, 2018 SYMBOLS LEGEND & FIXTURE SCHEDULE 1757840 TENANT BUILD‐OUT FOR: PROFILE BY SANFORD 11503 SPRING MILL RD, SUITE 650 ● CARMEL, IN 46032 E0.1 LIGHT FIXTURE SCHEDULE TYPE DESCRIPTION VOLTAGE LAMP QTY TYPE MANUF. / MODEL REMARKS TOTAL WATTAGE C16 6" DOWNLIGHT (OFCI) 120 V - W/FIXTURE 16 NORA LIGHTING / NLCBC-651-30K-DW / NHIC-17QAT EM1 WALL BATTERY EMERGENCY LIGHT WITH SELF-DIAGNOSTICS 120 V - W/FIXTURE - SURE-LITES / CC7NCSD (3) ID4 4' LINEAR DIRECT/INDIRECT (OFCI) 120 V 1 LED 61 PEERLESS / LDX-V1-DIN8-4-57-35-12-WM-60"-MV-D1 (1) L2 2X4 STEM MOUNTER TROFFER - ACRYLIC LENS (OFCI) 120 V 1 LED 49 PEERLESS / LACH3-24G-48-35K-12-MV-D1 (2) P1 PENDANT MOUNT (OFCI) 120 V 1 100W INC. 100 CONTEMPORARY LIGHTING / E20419-09 (5) R2 EXTERIOR REMOTE EMERGENCY HEAD (OFCI) 120 V - W/FIXTURE - EXITRONIX / TRL-EM-BR-CL S4 4' LED STRIP LIGHT (OFCI) 120 V - LED 32 TRACE LITE / BLCSLED4FT-32-4KMV-ET (7) T1 4' TRACK (OFCI) 120 V - - - NORA LIGHTIING / NRS0-P04 / NRS90-R39I / NRS0-N17-7-1/2 -11-1/2 / * / NRS0-P81 / * / * (4)(6) T2 LED TRACK HEAD (OFCI) 120 V 1 LED - NORA LIGHTING / NRS11-103LED-E10-S T3 6' DIAMETER TRACK (OFCI) 120 V - - - NORA LIGHTING / NRS0-P04 / NRS0-N17-7-1/2 -11-1/2 / * / NRS0-P81 / * / * (4)(6) XE COMBO SINGLE FACE EXIT W/REMOTE POWER EM HEADS - GREEN LETTERS 120 V - W/FIXTURE - SURELITE / APCH-7G NUMBER SHEET NAME ELECTRICAL E0.1 SYMBOLS LEGEND & FIXTURE SCHEDULE E0.2 SPECIFICATIONS E0.3 SPECIFICATIONS E1.1 FLOOR PLAN - ELECTRICAL E4.0 ONELINE DIAGRAMS, SCHEDULES & DETAILS SHEET INDEX 03/29/18 Nick Mishler 1.5" FLEX. F.G. (2) ROUND DUCT N.R. 1.5" FLEX. F.G. N.R. 1.5" FLEX. F.G. (2) INSUL. JACKET N.R. N.R. N.R. N.R. ELECTRICAL/STARTER/DISCONNECT SCHEDULE SYM. RTAC-1 RTAC-2 CEF-1 CEF-2 STARTER TYPE: INTEG.= INTEGRAL: PROVIDED INTEGRAL WITH EQUIPMENT. FURNISHED BY: EM = EQUIPMENT MANUFACTURER HC = HEATING CONTRACTOR EC = ELECTRICAL CONTRACTOR - VERIFY VOLTAGE AND PHASE WITH ELECTRICAL CONTRACTOR BEFORE ORDERING EQUIPMENT. (1) WALL OCCUPANCY SENSOR PROVIDED BY E.C. TO TURN ON ROOM LIGHTS AND FAN. LOCATION ROOF ROOF TOILET RM TOILET RM ELECTRICAL DATA HP - - - - KW - - 0.08 0.08 MCA 20.0 31.0 - - MOP 30 45 - - DISCONNECT: NR= NOT REQUIRED R = REQUIRED WP= WEATHERPROOF VOLT 208 208 120 120 PH. 3 3 1 1 TYPE INTEG. INTEG. (1) (1) STARTER LOCATION INTEGRAL INTEGRAL (1) (1) REMARKS: H.W.= HARD WIRED REC.=RECEPTACLE FURN. BY EM EM EC EC AUX. CONTACT - - - - ACCESS- ORIES - - - - DISCONNECT DIS- CONNECT R, WP R, WP R R FURN. BY EM EM EM EM REMARKS - - - - CABINET EXHAUST FAN SCHEDULE (C.E.F.) NO. 1 2 - ACCEPTABLE MANUFACTURERS: GREENHECK, COOK, PENN, CARNES. - SUPPORT FROM STRUCTURE, ISOLATE FAN AND ASSOCIATED DUCTWORK. - PROVIDE SPEED CONTROL MOUNTED ON FAN HOUSING, INTERNAL PLUG-IN DISCONNECT AND BACKDRAFT DAMPER - PROVIDE WITH WHITE ALUMINUM GRILLE AREA SERVED TOILET RM TOILET RM TYPE CEILING CEILING CFM 100 100 S.P. " W.C. 0.38 0.38 RPM 950 950 MOTOR WATTS 80 80 MAX. SONES 2.7 2.7 DUCT COLLAR SIZE 6" 6" MODEL SP-B110 SP-B110 REMARKS "GREENHECK" "GREENHECK" ROOF CAP SCHEDULE NO. 1 - ACCEPTABLE MANUFACTURERS: GREENHECK, CARNES (1) PROVIDE ROOF CURB. SERVICE EXHAUST TYPE FLAT THROAT 6 CFM 200 APD. 0.05 SCREEN BIRD DAMPER NO MODEL RCC-7 (1) REMARKS "GREENHECK" SUPPLY GRILLE SCHEDULE (S.G.) NO. 1-6 1-8 1-10 1-12 1-14 2S - ACCEPTABLE MANUFACTURERS: TITUS, PRICE, CARNES, METALAIRE, ANEMOSTAT, KRUEGER. - NOT ALL SUPPLY GRILLES SCHEDULED ARE USED ON THE PROJECT. (1) DAMPER AT THE GRILLE INDICATED BY A "D" AFTER THE GRILLE DESIGNATION. EXAMPLE: SG1SD-6 IS SG1S-6 WITH A DAMPER. (2) NECK SIZE INDICATED ON PLAN AT GRILLE IDENTIFICATION. (4) FRONT BLADES IN THE HORIZONTAL DIRECTION. TYPE LOUVER LOUVER LOUVER LOUVER LOUVER DBL DEFL. CFM RANGE 0-75 76-275 276-375 375-550 551-750 SEE DWG NECK/ FACE SIZE 24 X 24 24 X 24 24 X 24 24 X 24 24 X 24 (2) INLET DUCT DIA. 6" 8" 10" 12" 14" - MAT'L STEEL STEEL STEEL STEEL STEEL STEEL DAMPER (1) (1) (1) (1) (1) (1) FINISH WHITE WHITE WHITE WHITE WHITE WHITE FRAME LAY-IN LAY-IN LAY-IN LAY-IN LAY-IN SURFACE MOUNT THROW 4-WAY 4-WAY 4-WAY 4-WAY 4-WAY DBL DEFL. (4) MODEL SCD SCD SCD SCD SCD 520 REMARKS "PRICE" "PRICE" "PRICE" "PRICE" "PRICE" "PRICE" RETURN GRILLE SCHEDULE (R.G.) NO. 1-6 1-8 1-10 1-12 1-14 1-16 2S - ACCEPTABLE MANUFACTURERS: TITUS, KRUEGER, CARNES, SHOEMAKER. - BRANCH DUCT SIZE TO GRILLE SHALL BE SAME SIZE AS NECK UNLESS OTHERWISE NOTED. (2) COORDINATE MOUNTING WITH ARCH. PLANS. PROVIDE PLASTER RINGS WHERE REQD FOR INSTALLATION. (3) 1/2 X 1/2 / 1/2 CORE (4) DAMPER AT THE GRILLE INDICATED BY A "D" AFTER THE GRILLE DESIGNATION. EXAMPLE: RG1SD-6 IS RG1S-6 WITH A DAMPER. (5) NECK SIZE INDICATED ON PLAN AT GRILLE IDENTIFICATION. (6) BLADES IN HORIZONTAL DIRECTION TYPE EGG CRATE EGG CRATE EGG CRATE EGG CRATE EGG CRATE EGG CRATE LOUVERED MAX CFM 75 275 450 750 1,100 1,600 SEE DWG. NECK SIZE 24 x 12 24 x 12 24 x 12 24 x 12 24 x 24 24 x 24 (5) FLEX. DUCT. DIA. 6" 8" 10" 12" 14" 16" - MAT'L ALUM. ALUM. ALUM. ALUM. ALUM. ALUM. STEEL DAMPER (4) (4) (4) (4) (4) (4) (4) FINISH WHITE WHITE WHITE WHITE WHITE WHITE WHITE FRAME LAY-IN (2) LAY-IN (2) LAY-IN (2) LAY-IN (2) LAY-IN (2) LAY-IN (2) SURFACE MOUNT MODEL 50F (3) 50F (3) 50F (3) 50F (3) 50F (3) 50F (3) 530 (6) REMARKS "TITUS" "TITUS" "TITUS" "TITUS" "TITUS" "TITUS" "PRICE" ROOFTOP AIR CONDITIONING UNIT SCHEDULE (RTAC) - ROOFTOP UNITS TO BE FURNISHED BY OWNER, INSTALLED BY CONTRACTOR. - SEE MOTOR SPECIFICATIONS FOR MOTOR REQUIREMENTS. - PROVIDE PRE-INSULATED ROOF CURB. - PROVIDE WITH 2" ASHRAE STD 52.2 MERV 8 T.A. FILTERS . - RTAC DESIGNED TO PREVENT RAIN INTRUSION INTO THE AIRSTREAM WHEN TESTED AT DESIGN AND NO AIRFLOW PER SECTION 58 OF UL 1995. - PROVIDE UNIT WITH INTEGRAL MANUFACTURER INSTALLED WATER-LEVEL MONITORING DEVICE IN THE PRIMARY DRAIN PAN TO SHUT OFF THE EQUIPMENT PER IMC 307.2.3.1. - PROVIDE WITH HAIL GUARD FOR CONDENSING COILS. (1) PROVIDE UNIT MOUNTED NEMA 3R DISCONNECT. (5) PROVIDE MODULATING ECONOMIZER DAMPERS AND ACTUATOR WITH DIFFERENTIAL ENTHALPY CONTROL. (6) PROVIDE MULTI-STAGE AIR VOLUME UNITS WITH TWO SPEED BELT DRIVE FAN MOTORS WITH VFDS AND 2-STAGE COMPRESSORS. NO. 1 2 NOM. TONS 3 5 CFM 1,200 1,600 OA CFM 175 375 SUPPLY FAN EXT. SP 1.0 1.0 DRIVE TYPE BELT(6) BELT(6) MOTOR HP 1 1 MOD. TYPE VFD (6) VFD (6) RELIEF BAR. X - FAN - X EAT DB / WB 78.2/66.0 79.5/67.2 MBH CAP. 32.4 55.7 COOLING AMB. TEMP F 110 110 NO. COMPR. 1 1 NO. STAGES 2 (6) 2 (6) KW - - HEATING MBH IN 65 65 MBH OUT 52 52 NO. STAGES 1 1 OUTSIDE AIR (5) (5) SMOKE DETECTOR NO NO CURB HEIGHT BY MFR. 18" 18" TYPE STANDARD STANDARD MCA 20.0 31.0 MOP 30 45 VOLT/ PHASE 208/3 208/3 MIN. CODE 13.0 SEER 13.0 SEER EFFICIENCY UNIT RATING 15.0 SEER 15.5 SEER TEST PROC. ARI 210/240 ARI 210/240 WEIGHT (LBS.) 850 950 MODEL LGH LGH REMARKS LENNOX (1) LENNOX (1) 03/29/18 Nick Mishler PLENUM BOX. PAINT INTERIOR BLACK. ACOUSTICALLY LINE AT TRANSFER AND RETURN GRILLES AND PAINT FASTENERS BLACK. MINIMUM 6" DEPTH GRILLE NECK SIZE RETURN, EXHAUST OR TRANSFER GRILLE FLEXIBLE DUCT (# AS SCHEDULED - EITHER LOCATION) INSULATION PER DUCT SCHEDULE ROOF DECK ROOF INSULATION ROOF CAP AND CURB DETAIL NOTE: - H.C. SHALL BLOCK CURB SO TOP OF CURB IS LEVEL. ROOFING AND FLASHING BY LANDLORD ROOF OPENING & ANGLE REINFORCING BY OTHERS 14" HIGH INSULATED PREFAB CURB. FURNISHED BY MFR., INSTALLED BY H.C. ROOF CAP BASE NO SCALE BLOCKING UNDER CURB BY H.C. AS REQ'D TO RAISE TOP OF CURB HEIGHT ABOVE INSULATION TO ROOFING MFR MINIMUM REQUIREMENTS. WEIGHTED GRAVITY BACK DRAFT DAMPER SEE PLAN FOR SIZE 18" MIN. 4 1/2" 3 1/4" NOTES: - FILL TRAP MANUALLY ON INITIAL START-UP. - TRAP EACH COMPONENT DRAIN CONNECTION. SQUARE HEAD PLUG (TYP.) PIPE SIZE NOT LESS THAN DRAIN PAN CONNECTION SIZE, PITCH AT 1/4" PER FOOT CONNECTION AT RTAC ROOF PIPE TO WITHIN 6" OF ROOF. EXTEND PIPING SO IT DOES NOT DISCHARGE WHERE ROOF IS PITCHED TO CURB. NO SCALE RTAC CONDENSATE DRAIN TRAP PIPING DETAIL R.T.A.C. BASE, NEOPRENE NO SCALE RTAC AND CURB ATTACHMENT DETAIL RTAC 16 GAUGE MINIMUM PRE-MANUFACTURED CURB FURNISHED BY MFR. INSTALLED BY H.C. SEE SCHED. FOR TYPE AND HEIGHT. BLOCKING UNDER CURB BY G.C. AS REQ'D TO RAISE TOP OF CURB HEIGHT ABOVE INSULATION TO ROOFING MFR MINIMUM REQUIREMENTS. BLOCKING ON TOP OF INSULATION ROOFING AND FLASHING BY LANDLORD NEOPRENE GASKET #12 -14 TEK SCREWS 24" O/C - MIN. (6) IN LONG DIMENSION OF UNIT - MIN. (3) IN SHORT DIMENSION OF UNIT #12 -14 TEK SCREWS 24" O/C - MIN. (6) IN LONG DIMENSION OF UNIT - MIN. (3) IN SHORT DIMENSION OF UNIT SEE STRUCTURAL PLAN FOR ADDITIONAL ROOF SUPPORT NOTE: VERIFY THICKNESS OF ROOF DECK. NOTIFY EXCEL ENGINEERING IF LESS THAN 22 GAUGE. NON-HURRICANE NO SCALE TYPICAL RTAC AND CURB DETAIL NOTE: - G.C. SHALL BLOCK CURB SO TOP OF CURB IS LEVEL. SUPPLY AIR DUCT - SEE PLAN FOR SIZE AND CONTINUATION RETURN AIR DUCT - SEE PLAN FOR SIZE AND CONTINUATION ROOF INSULATION ROOF DECK ROOFING AND FLASHING BY ROOFING CONTRACTOR FILL VOID BETWEEN DECK AND DUCT WITH MINERAL WOOL INSUL. NTS R.T.A.C. BASE, NEOPRENE GASKET, CURB BY UNIT MFR. 3/8" HARDBOARD (ON METAL DECK ONLY) 2 " RIGID 6 PCF FIBERGLASS INSULATION. INSULATION BY H.C. RTAC CURB FURNISHED BY MFR. INSTALLED BY G.C. SEE SCHED. FOR TYPE AND HEIGHT. BLOCKING UNDER CURB BY G.C. AS REQ'D TO RAISE TOP OF CURB HEIGHT ABOVE INSULATION TO ROOFING MFR MINIMUM REQUIREMENTS. (2 ) LAYERS OF 6" FIBERGLASS BATT INSULATION. 03/29/18 Nick Mishler SG1-8 (100) SG1-8 (100) SG1-10 (300) SG2S-10/8 (300) SG2S-10/8 (300) SG2S-10/8 (300) SG2S-8/8 (200) SG2S-8/8 (200) SG2S-10/8 (300) SG2S-10/8 (300) RG1-8 (100) RG1-8 (100) RG1-8 (100) RG1-8 (100) RG1-8 (100) RG1-8 (100) RG2S-20/18 (1,200) (BOTTOM OF GRILLE AT 12 '-0" A.F.F.) RG2S-12/10 (400) RG2S-14/12 (600) ‘ ‘ ‘ 18/12 20/18 29/8 5 6 16/16 14/10 14/12 14/12 18/12 ‘ ‘ 12/8 8/8 29/10 18/6 7 8 APPROX. 85' 1 1/4" GAS DN ALONG BUILDING TO NEW TENANT GAS METER- COORDINATE WITH UTILITY CO. 1 1/4" GAS ON ROOF 12/10 1" 3/4" MOUNT THERMOSTAT AT 48" A.F.F. IN LOCATIONS AS SHOWN, UNLESS LOCAL CODE AUTHORITY WILL ALLOW A MOUNTING HEIGHT OF 60" A.F.F. THERMOSTATS SHALL BE HONEYWELL VISION PRO THR8320R COMMERCIAL SERIES OR APPROVED EQUAL. THERMOSTAT FURNISHED BY HVAC CONTRACTOR. COORDINATE BUILDING PENETRATION WITH LANDLORD. PROVIDE GRAVITY BACK DRAFT DAMPER BELOW ROOF DECK. EXHAUST OUTLET LOCATION MUST BE AT LEAST 10'-0" AWAY FROM ANY OUTSIDE AIR INTAKE. ROOF TOP UNIT FOR NEW TENANT CONSTRUCTION. SEE RTAC SCHEDULE ON SHEET H4.0 & A0.1 FOR RESPONSIBILITY OF INSTALLATION. VERIFY FINAL INSTALLATION LOCATION WITH LANDLORD. TRANSITION FROM RTAC SUPPLY AND RETURN DUCT SIZES TO SIZE SHOWN ON PLAN. TRANSITION SIZE IN VERTICAL IF TRANSITION CAN MEET SPECIFICATIONS, OTHERWISE TRANSITION AFTER ELBOW. PROVIDE TURNING VANES IN DUCT ELBOWS OR TEES. 18/20 SA UP TO RTAC-1 11/29 RA UP TO RTAC-1 18/20 SA UP TO RTAC-2 11/29 RA UP TO RTAC-2 KEYED NOTES 1 2 3 4 NOTES: - DETAIL REFERENCES ON PLANS ARE TO AID THE CONTRACTOR IN IDENTIFYING THE APPLICABLE DETAIL. NOT ALL DETAILS, OR INSTANCES OF DETAILS, ARE REFERENCED ON PLANS. CONTRACTOR IS RESPONSIBLE TO REVIEW AND COMPLY WITH ALL APPLICABLE DETAILS WHETHER OR NOT REFERENCED ON PLANS. - COORDINATE LOCATION OF ALL EXPOSED PIPING AND DUCTWORK WITH OWNER PRIOR TO INSTALLATION. - IF DUCT SYSTEMS ARE USED FOR TEMPORARY HEAT, PROVIDE TEMPORARY FILTERS AT RETURN AIR OPENINGS AND INSTALL FILTERS IN THE UNITS EQUIVALENT TO THE EFFICIENCY OF THE SPECIFIED FILTERS FOR THE UNIT. IF PROPER EFFICIENCY FILTERS ARE NOT INSTALLED IN UNIT, UNIT AND ALL DUCTWORK DOWNSTREAM OF UNIT SHALL BE CLEANED BEFORE TEST AND BALANCE. - COORDINATE GRILLE LOCATIONS WITH FINAL REFLECTED CEILING PLAN AND CORRESPONDING LIGHTING CONFIGURATION. - MOUNT DUCTWORK IN AREAS AS HIGH AS POSSIBLE ABOVE SPACES WITH 10'-0" HIGH CEILINGS. 5 6 7 8 HVAC CALCULATION NOTES: HVAC CALCULATIONS ASSUMES THE FOLLOWING FOR ENVELOPE. CONSTRUCTION: - EXISTING WALL WITH BRICK VENNER/WOOD STUDS: ESTIMATED R-VALUE= 18.34 TOTAL EXSTIMATED WALL HEIGHT OF 17'-10" - ROOF: ESTIMATED R-VALUE = 20.0 - GLASS: INSULATED CLEAR GLAZING ESTIMATED U-VALUE = 0.4 ESTIMATED SHADING COEFFICIENT = 0.5 IF ACTUAL ENVELOPE CONSTRUCTION VARIES FROM THESE ESTIMATES, CONTRACTOR TO CONTACT EXCEL ENGINEERING INC. 2 016 ‹ EXCEL ENGINEERING, INC. SHEET INFORMATION SHEET NUMBER PROJECT INFORMATION PROJECT NUMBER PROFESSIONAL SEAL 1757840 TENANT BUILD-OUT FOR: PROFILE BY SANFORD ϭϭϱϬϯ ^WZ/E' D/>> Z͕ ^h/d ϲϱϬ භ ZD>͕ /E ϰϲϬϯϮ SHEET DATES ISSUE DATE REVISIONS H1.1 FIRST FLOOR PLAN FEB. 14, 2018 FLOOR PLAN SCALE: 1/4" = 1'-0" 4' 0 4' 8' 03/29/18 Nick Mishler A. PERFORM WORK IN ACCORDANCE WITH THE LATEST EDITIONS OF SMACNA - HVAC DUCT CONSTRUCTION STANDARDS, NFPA 90A. B. GENERAL 1. PAINT THE INSIDE OF ALL DUCTS VISIBLE THROUGH GRILLES IN ROOMS WITH CEILINGS WITH DULL BLACK PAINT. 2. CERTAIN VERTICAL AND HORIZONTAL OFFSETS ARE INDICATED IN DUCTS TO INDICATE THE GENERAL POSITION RELATIONSHIP OF THE DUCTWORK SYSTEMS; PROVIDE ADDITIONAL OFFSETS AS REQUIRED TO COORDINATE WITH THE INSTALLATION OF OTHER SYSTEMS, CEILINGS AND STRUCTURE. THE DRAWINGS SHALL NOT BE SCALED TO DETERMINE EXACT LOCATION OF DUCTWORK. 3. PROVIDE TEMPORARY CLOSURES OF METAL OR TAPED POLYETHYLENE ON OPEN DUCTWORK TO PREVENT CONSTRUCTION DUST FROM ENTERING DUCTWORK SYSTEM. 4. LOCATE DUCTS WITH SUFFICIENT SPACE AROUND EQUIPMENT TO ALLOW NORMAL OPERATING AND MAINTENANCE ACTIVITIES. 5. INCREASE DUCT SIZES GRADUALLY, NOT EXCEEDING 15 DEGREES WHENEVER POSSIBLE. 30 DEGREE MAXIMUM. 6. ROUND DUCTS MAY BE SUBSTITUTED FOR RECTANGULAR IF SIZED IN ACCORDANCE WITH ASHRAE TABLES OF EQUIVALENT RECTANGULAR AND ROUND DUCTS. C. ROUND DUCTWORK 1. CONCEALED BRANCH DUCTWORK TO GRILLES AND DIFFUSERS MAY BE LONGITUDINAL LOCKSEAM. ALL OTHER ROUND DUCTWORK SHALL BE SPIRAL LOCKSEAM WITH FITTINGS AND COUPLINGS MINIMUM 2 GAUGES HEAVIER THAN DUCT. D. FLEXIBLE DUCTWORK 1. MANUFACTURERS: THERMAFLEX, FLEXMASTER, CLEVAFLEX. 2. U.L. 181 LISTED CLASS 1 FACTORY FABRICATED FLEXIBLE AIR DUCT, COMPLY WITH NFPA 90A, FLAME SPREAD OF 25 OR LESS, SMOKE DEVELOPED RATING OF 50 OR LESS. 3. MINIMUM PRESSURE RANGE -1/2" TO 4" W.C., TEMPERATURE RANGE 0-200 DEG F. 4. ACOUSTIC: THERMAFLEX M-KE OR G-KM, FLEXMASTER TYPE 1 OR 6 a. POLYETHYLENE, SPUNBOUND NYLON OR CHLORINATED POLYETHYLENE LINER. b. DUCTWORK TO HAVE TESTED ACOUSTICAL PERFORMANCE NOT LESS THAN 2 DB LESS THAN THE TYPES SPECIFIED. 5. SEMI-RIGID FLEXIBLE ALUMINUM DUCTWORK NOT PERMITTED. 6. SUPPLY DUCTWORK SHALL BE INSULATED WITH FIBERGLASS INSULATION, MINIMUM R VALUE 4, WITH VAPOR BARRIER JACKET WITH MAXIMUM 0.10 PERM RATING 7. CONNECT TO SUPPLY DUCTWORK BY SLIDING CORE OVER COLLAR, TAPE JOINT WITH MINIMUM 3 WRAPS OF TAPE, AND APPLY METAL BAND CLAMP OR PANDUIT. FOR INSULATED DUCTWORK, PULL INSULATION AND OUTER JACKET BACK INTO POSITION, AND TAPE WITH MINIMUM 3 WRAPS OF TAPE BETWEEN FLEX DUCT AND DUCT INSULATION. 8. CONNECT TO GRILLES AND RETURN AND TRANSFER DUCTWORK WITH METAL BAND CLAMP OR PANDUIT. 9. MAXIMUM LENGTH FROM DUCTWORK TO GRILLES OR SLOTS 8'-0" WITH ONE 90 DEG ELBOW. 10. MAXIMUM LENGTH UPSTREAM OF VAV BOXES PER DETAIL. 11. DO NOT RUN THROUGH WALLS OR PARTITIONS. E. DUCTWORK SEALANTS 1. MANUFACTURERS: HARDCAST SURE-GRIP 404 SOLVENT BASED DUCT SEALANT OR EQUIVALENT. a. SYNTHETIC RUBBER RESIN BASE. b. -20 TO 200 DEG F. c. PRESSURE CLASSES UP TO 10" W.C., MEETING SEAL CLASS A. d. MAXIMUM FLAME SPREAD OF 25, SMOKE DEVELOPED OF 50. e. APPLY MINIMUM 20-MIL THICK WET FILM AT TEMPERATURES BETWEEN 35-100 DEG F. 2. HARDCAST ALUMA-GRIP 701 OR EQUIVALENT PRESSURE SENSITIVE DUCT JOINT ROLLED SEALANT MAY BE USED IN PLACE OF MASTIC. SEALANT SHALL COMPLY WITH THE FOLLOWING: a. MILL FINISH ALUMINUM SUSTRATE WITH GRAY ADHESIVE. b. MINIMUM 30 MIL THICK c. MIN. 17 LB PER LINEAR INCH PEEL STRENGTH d. MAX FLAME SPREAD OF 25, MAX SMOKE DEVELOPED OF 50 WHEN TESTED IN ACCORDANCE WITH ASTM G-53. e. VOC: 0 G/L, COMPLIANT WITH LEED SCAQMD RULE 1168. f. PRESSURE CLASSES UP TO 10" W.C. F. ADDITIONAL REQUIREMENTS FOR GALVANIZED DUCTWORK EXPOSED IN FINISHED SPACES 1. ROUND DUCTS EXPOSED IN FINISHED SPACES SHALL BE SPIRAL LOCKSEAM. 2. STANDING SEAM GORED OR PLEATED ELBOWS. 3. WHERE REQUIRED, SEAL ROUND DUCTWORK BY PLACING A BEAD OF SEALER AROUND THE INSIDE OF THE DUCT BEFORE JOINING SECTIONS. 4. PROVIDE STRAP HANGERS AT JOINTS SYMMETRICALLY SPACED. 5. CLEAN DUCTWORK WITH A VINEGAR AND WATER SOLUTION AFTER INSTALLATION TO PREPARE FOR PAINTING. G. DUCT CLEANING 1. PROTECT DUCTWORK AGAINST ENTRY OF FOREIGN MATTER DURING CONSTRUCTION. PROVIDE TEMPORARY END CAPS AND SEALS. PROVIDE TEMPORARY FILTERS OVER RETURN OR EXHAUST AIR INLETS IF DUCTWORK IS USED DURING CONSTRUCTION. 2. REMOVE ALL DIRT AND FOREIGN MATTER AND CLEAN DIFFUSERS, REGISTERS, AND GRILLES BEFORE OPERATING FANS. H. SEALING DUCT PENETRATIONS 1. THRU NON-RATED WALLS WHERE DRYWALL, CONCRETE, OR MASONRY EXTENDS TO STRUCTURE, FILL VOID BETWEEN DUCT AND WALL WITH MINERAL WOOL AND CAULK BOTH SIDES WITH NON-HARDENING CAULK. 23 33 00 DUCTWORK ACCESSORIES A. GENERAL - ALL DUCT ACCESSORIES SHALL BE CONSTRUCTED OF SAME MATERIAL AS DUCTWORK BEING INSTALLED IN. B. TURNING VANES 1. MANUFACTURERS: AERO/DYNE CO. H.E.P., HART & COOLEY, UNITED MCGILL, SEMCO. 2. RECTANGULAR DUCTWORK: AIRFOIL TURNING VANES IN ACCORDANCE WITH SMACNA FIG. 2-3 AND 2-4. VANE RADIUS AS PROVIDED BY AERO/DYNE H.E.P. OR 4-1/2 INCHES WITH A 3-1/2 INCH SPACING. 3. ROUND DUCTWORK: TWO-PIECE MITERED, MINIMUM 20 GAUGE. C. MANUAL VOLUME DAMPERS 1. MANUFACTURERS: RUSKIN, VENT PRODUCTS, UNITED MCGILL. 2. DAMPERS WITH EXTENDED SHAFTS AND QUADRANTS, OPERATOR WITH LOCKING DEVICE, POSITION INDICATOR, AND ELEVATED PLATFORM FOR EXTERNALLY INSULATED DUCTWORK. 3. EVERY SUPPLY, RETURN AND EXHAUST GRILLE SHALL HAVE EITHER A VOLUME DAMPER IN THE BRANCH DUCT OR AT THE GRILLE WHERE SHOWN. IF ONE IS NOT SHOWN, CONTRACTOR SHALL PROVIDE VOLUME DAMPER IN DUCT IF DUCT IS ACCESSIBLE, OTHERWISE AT THE GRILLE. 4. RECTANGULAR DAMPERS WHICH DO NOT EXCEED 12" HIGH OR 36" WIDE: BUTTERFLY DAMPER, MINIMUM 22 GAUGE. SHAFT ALONG ENTIRE LENGTH OF DAMPER FOR DAMPERS EXCEEDING 18" IN WIDTH. 5. RECTANGULAR DAMPERS GREATER THAN 12" HIGH OR 36" WIDE: MULTI-BLADE DAMPER WITH CONNECTING LINKAGE TO CONTROL FROM A SINGLE POINT. BLADES MINIMUM 16 GAUGE WITH OPPOSED BLADE ACTION. 6. ROUND DAMPERS: MINIMUM 20 GAUGE BUTTERFLY DAMPER. D. TAKE-OFF FITTINGS 1. MANUFACTURERS: FLEXMASTER, UNITED MCGILL. 2. ROUND BRANCH TAKE-OFFS TO MULTIPLE GRILLES SHALL BE CONICAL. 3. RECTANGULAR BRANCH TAKE-OFFS TO MULTIPLE GRILLES SHALL PER DUCT FITTING DETAIL ON PLANS. 4. ROUND TAKE-OFFS TO INDIVIDUAL GRILLES AND SLOT DIFFUSERS: ONE PIECE SPIN-IN WITH INTEGRAL FACTORY INSTALLED LOCKING TYPE BALANCING DAMPERS. E. DUCT ACCESS DOORS 1. MANUFACTURERS: CESCO, FLEXMASTER, VENT PRODUCTS, KEES, UNITED MCGILL, SEMCO, DUCTMATE. 2. HINGE, LATCHES, HANDLES, AND RUBBER GASKET IN FRAME. 1" INSULATED DOUBLE WALL CONSTRUCTION FOR DOORS IN LINED OR EXTERNALLY INSULATED DUCTWORK. ATTACHMENT CABLES FOR SPIN-IN UNITS. DOOR SUITABLE FOR DUCT STATIC PRESSURE CLASS. 3. DOOR SIZE 2" LESS THAN THE WIDTH OF THE DUCT (MAX. DOOR SIZE 24"X 24" (24" DIA.). 4. ROUND DUCTWORK: 16 GAUGE ROLLED SHEET METAL HINGED ACCESS DOOR WITH BUCKLE LOCKS. 5. PROVIDE AT: a. MOTOR OPERATED AND BACKDRAFT DAMPERS b. UPSTREAM SIDE OF TURNING VANES IN RETURN AND EXHAUST DUCTWORK c. DRAIN PANS d. AT ANY DEVICE IN THE DUCT WHICH REQUIRES MAINTENANCE, SERVICE OR CLEANING. 6. USE HINGED ACCESS DOORS WHERE POSSIBLE. USE CAM OPERATED REMOVABLE DOORS WHERE SPACE PREVENTS THE OPENING OF A HINGED MODEL. F. FLEXIBLE CONNECTIONS 1. MANUFACTURERS: VENTFABRICS, DURO-DYNE. 2. MATERIAL BOLTED SECURELY TO THE EQUIPMENT AND CONNECTING DUCTWORK WITH #16 GAUGE GALVANIZED IRON BAND (LOOP) CLAMPS BOLTED TIGHT TO MAKE AN AIRTIGHT CONNECTION, MINIMUM 6" WIDE. 3. PROVIDE AT INLET AND OUTLET OF ALL AIR HANDLING UNITS AND FANS IN ACCORDANCE WITH SMACNA FIGURE 2-19. 4. CONVENTIONAL INTERIOR: VENTGLAS, -20 TO 200 DEG F., 30 OZ. PER SQUARE YARD GLASS FABRIC DOUBLE COATED WITH NEOPRENE, UL 214 APPROVED. 23 90 10 SEQUENCE OF OPERATION A. ROOFTOP AIR CONDITIONING UNIT 1. PROVIDE A HONEYWELL VISION PRO 8000 SEVEN DAY PROGRAMMABLE HEATING/COOLING THERMOSTAT CAPABLE OF 1 STAGE OF HEATING AND 1 STAGE OF COOLING. a. SET FAN SETTING TO "ON" FOR FAN TO RUN CONTINUOUSLY IN OCCUPIED PERIODS, AND TO RUN WITH EQUIPMENT OPERATION DURING UNOCCUPIED PERIODS. b. SET INSTALLER SETUP NUMBERS TO MATCH INSTALLED SYSTEM IN ADDITION TO THE FOLLOWING (CONTACT ENGINEER WITH ANY QUESTIONS REGARDING ANY SETUP NUMBERS): 1). 101 APPLICATION: COMMERCIAL 2). 326 EXTENDED FAN RUN TIME IN HEAT: 60 SECONDS. 2. MOUNT AND WIRE ALL CONTROL WIRING ASSOCIATED WITH THE ROOFTOP AND PROVIDE ANY ADDITIONAL DEVICES NECESSARY FOR A COMPLETE OPERATIONAL SYSTEM. 23 95 00 TESTING, ADJUSTING AND BALANCING A. QUALITY ASSURANCE 1. PERFORM TOTAL SYSTEM BALANCE IN ACCORDANCE WITH AABC NATIONAL STANDARDS FOR FIELD MEASUREMENT AND INSTRUMENTATION, TOTAL SYSTEM BALANCE OR NEBB PROCEDURAL STANDARDS FOR TESTING, BALANCING AND ADJUSTING OF ENVIRONMENTAL SYSTEMS, AND ASHRAE STANDARD 111. 2. THE TESTING, ADJUSTING AND BALANCING (TAB) CONTRACTOR SHALL BE AN INDEPENDENT COMPANY SPECIALIZING IN THE TESTING, ADJUSTING, AND BALANCING OF SYSTEMS WITH MINIMUM THREE YEARS EXPERIENCE AND NOT ASSOCIATED WITH THE SUPPLIERS OF EQUIPMENT OR THE INSTALLING CONTRACTOR. 3. PERFORM WORK UNDER SUPERVISION OF AABC CERTIFIED TEST AND BALANCE ENGINEER OR NEBB CERTIFIED TESTING, BALANCING AND ADJUSTING SUPERVISOR. B. SUBMITTALS 1. CONTRACTOR SHALL SUBMIT THE FINAL TESTING AND BALANCING REPORT PRIOR TO PROJECT COMPLETION AND IN ADVANCE OF DATE OF OCCUPANCY. THE FINAL TESTING AND BALANCING REPORT SHALL COMPLY WITH DEPT. OF COMM. 64.0313. SUBMIT REPORTS ON AABC NATIONAL STANDARDS FOR TOTAL SYSTEM BALANCE OR NEBB FORMS. 2. SUBMIT THE DESIGN AND ACTUAL DATA FOR EACH SCHEDULED PIECE OF EQUIPMENT: MODEL; SUPPLY, RETURN, AND OUTSIDE AIR FLOWS; STATIC PRESSURE PROFILES OF AIR HANDLING UNIT COMPONENTS AND ALL FANS; FAN RPM, BHP, AMPERAGE; FAN AND MOTOR SHEAVE, DIAMETER, BORE AND MAKE; BELT SIZE AND QUANTITY; MOTOR SHEAVE CENTER LINE AND OPERATOR DISTANCE; ROOM AIR FLOW; TERMINAL UNIT MAXIMUM AND MINIMUM AIRFLOWS; EQUIPMENT FLOW RATES AND PRESSURE DROPS. C. INSTALLATION TOLERANCES 1. AIR HANDLING SYSTEMS: ADJUST SUPPLY SYSTEMS TO WITHIN PLUS OR MINUS 5 PERCENT OF DESIGN AND RETURN AND EXHAUST SYSTEMS TO PLUS OR MINUS 10 PERCENT OF DESIGN. 2. AIR OUTLETS AND INLETS: ADJUST TOTAL AIR FLOW TO SPACE TO WITHIN PLUS 10 PERCENT AND MINUS 5 PERCENT OF DESIGN. 3. ADJUST OUTLETS AND INLETS IN SPACE TO WITHIN PLUS OR MINUS 10 PERCENT OF DESIGN. D. AIR SYSTEM BALANCE 1. VARY TOTAL SYSTEM AIR QUANTITIES BY ADJUSTING FAN SPEEDS. VARY BRANCH AIR QUANTITIES BY DAMPER REGULATION. 2. ADJUST SETTINGS ON DIRECT DRIVE FANS WITH ECM MOTORS AS REQUIRED TO ACHIEVE DESIGN AIRFLOW. 3. ADJUST OUTSIDE AIR, RETURN AIR, AND EXHAUST AIR AUTOMATIC DAMPERS FOR DESIGN CONDITIONS. 4. TEST AIR HANDLING UNITS AT MINIMUM AND 100% OUTSIDE AIR. E. FANS WITH FIXED MOTOR SHEAVES - TEST THE FAN EQUIPMENT. IF THE DESIGN CONDITIONS ARE NOT OBTAINED, CALCULATE THE FINAL FIXED MOTOR SHEAVE AND/OR BELTS REQUIRED TO OBTAIN DESIGN CONDITIONS. HEATING CONTRACTOR SHALL OBTAIN THE FINAL FIXED MOTOR SHEAVE AND BELT(S) FROM THE FAN MANUFACTURER AND TURN THEM OVER TO THE TAB CONTRACTOR FOR INSTALLATION. 2 016 ‹ EXCEL ENGINEERING, INC. SHEET INFORMATION SHEET NUMBER PROJECT INFORMATION PROJECT NUMBER PROFESSIONAL SEAL 1757840 TENANT BUILD-OUT FOR: PROFILE BY SANFORD ϭϭϱϬϯ ^WZ/E' D/>> Z͕ ^h/d ϲϱϬ භ ZD>͕ /E ϰϲϬϯϮ SHEET DATES ISSUE DATE REVISIONS H0.1 LEGEND & SPECIFICATIONS FEB. 14, 2018 IDENTIFICATION SYM. ABBR. IDENTIFICATION SYM. ABBR. IDENTIFICATION SYM. ABBR. NOTE: ALL SYMBOLS SHOWN MAY NOT APPEAR ON DRAWINGS. CONNECT TO EXISTING ABOVE FINISHED FLOOR HEATING CONTRACTOR AFF HC EC ELECTRICAL CONTRACTOR GENERAL CONTRACTOR / GC X X=CENTERLINE OF PIPE OR BOTTOM OF DUCT X HV-Y X=SECTION NUMBER SHOWN ON DWG HV-Y COMBINATION STARTER MS MANUAL STARTER MISCELLANEOUS AND CONTROLS CONTROL PANEL TYP. TYPICAL WWM TTS TIGHT TO STRUCTURE BJ TJ BETWEEN JOISTS THRU JOISTS WELDED WIRE MESH RAO VFD RETURN AIR OPENING VARIABLE FREQ. DRIVE TCP AP NIC TEMPERATURE ACCESS PANEL NOT IN CONTRACT PC PLUMBING CONTRACTOR HUMIDISTAT / HUMID. SENSOR THERMOSTAT / TEMP. SENSOR H T ECCENTRIC TRANSITION CONCENTRIC TRANSITION SQUARE TO ROUND TRANS. DTG DOOR TRANSFER GRILLE EG,RG (T)RANSFER GRILLE (E)XHAUST/(R)ETURN/ SUPPLY GRILLE DS DSD DUCT SMOKE DETECTOR BDD BACKDRAFT DAMPER FS FSD FIRE/SMOKE DAMPER AD FIRE DAMPER F VD FD S RC UCD TG SD SG SMOKE DAMPER UNDERCUT DOOR (BY GC) VOLUME DAMPER ACCESS DOOR REHEAT COIL DUCT CAP EA OA RA SA MOD FC FLEXIBLE CONNECTION MOTOR OPERATED DAMPER EXHAUST AIR DUCT UP RETURN AIR DUCT UP SUPPLY AIR DUCT UP OUTSIDE AIR DUCT UP ALD ACOUSTICALLY LINED DUCT (NOT ALWAYS SHOWN) TEE WITH TURNING VANES R R RADIUS ELBOW BRANCH TAKEOFF WITHOUT TURNING VANES WITH TURNING VANES SQUARE OR RECTANGULAR SQUARE ELBOW SQUARE ELBOW DUCT (R)ISE/(D)ROP DUCTWORK SA OR OA DUCT DOWN OR AWAY EA DUCT DOWN OR AWAY TAO TRANSFER AIR OPENING TV TURNING VANES EQUIPMENT BY OTHERS, CONNECTION BY HC RECTANGULAR TO ROUND TAKEOFF S STATIC PRESS. SENSOR BOL BOTTOM OF LINTEL TCC TEMPERATURE CONTROL S S SLAB SENSOR ROUND TO ROUND BRANCH TAKEOFF TTB TIGHT TO BEAM CONSTRUCTION MANAGER , RA DUCT DOWN OR AWAY HVAC SPECIFICATIONS SHEET INDEX NUMBER HVAC H0.1 H1.1 H3.0 H4.0 SHEET NAME LEGEND & SPECIFICATIONS FIRST FLOOR PLAN DETAILS SCHEDULES PROJECT DESIGN CRITERIA WINTER: SUMMER: MECHANICAL CODE ENERGY CODE SEISMIC DESIGN CATEGORY NEAREST ASHRAE CITY ELEVATION INSIDE DB 72 75 IMC 2012 IECC 2012 B INDIANAPOLIS 807 % RH N/A 50 OUTSIDE DB 2 91 WB N/A 78.2 03/29/18 Nick Mishler INSULATION NOTES (1) WHERE INSULATION IS PROVIDED ON PIPING INSULATE METERS, VALVES, BACKFLOW PREVENTERS AND ALL INLINE EQUIPMENT. (10) INSULATION NOT REQUIRED FOR EXPOSED FINAL PIPING CONNECTIONS TO FIXTURES. 7.0 1.5 120 1 ELECTRICAL/STARTER/DISCONNECT SCHEDULE ELECTRICAL DATA STARTER DISCONNECT SYM. LOCATION HP KW AMPS VOLT PH. TYPE LOCATION FURN. ACCESS- DIS- FURN. REMARKS BY ORIES CONNECT BY EWC-1 SEE DWG - - 120 1 INTEG INTEGRAL EM - NR - REC. WH-1 SEE DWG - - INTEG INTEGRAL EM - R EC H.W. INFR WTR CONTROL (L-1) SEE SCHED - FRAC. - 120 1 - INTEGRAL EM - NR - H.W. (1) STARTER TYPE: INTEG.= INTEGRAL: PROVIDED INTEGRAL WITH EQUIPMENT. FURNISHED BY: ACCESSORIES: DISCONNECT: REMARKS: EM = EQUIPMENT MANUFACTURER HOA = HAND-OFF-AUTO NR= NOT REQUIRED H.W.= HARD WIRED PC = PLUMBING CONTRACTOR PL = PILOT LIGHT R = REQUIRED REC.=RECEPTACLE EC = ELECTRICAL CONTRACTOR PB = PUSH BUTTON WP= WEATHERPROOF HC = HEATING CONTRACTOR 2-SP = TWO SPEED F= FUSED RV = REDUCED VOLTAGE - ACCEPTABLE MANUFACTURERS: ALLEN BRADLEY, CUTLER HAMMER, SQUARE D, GENERAL ELECTRIC. - VERIFY VOLTAGE AND PHASE WITH ELECTRICAL CONTRACTOR BEFORE ORDERING EQUIPMENT. (1) 120V TO 24V TRANSFORMER AND WIRING FROM TRANSFORMER TO VALVES BY PC. ELECTRIC WATER COOLER SCHEDULE (E.W.C.) CAP. BARRIER NUMBER RATED FULL NO. RECESS (GPH) FREE OF CONTROL WATTS LOAD MODEL REMARKS BASINS AMPS 1 NO 8.0 YES 1 FRONT/SIDE PUSHBAR 360 7.0 LZSG8WSLK "ELKAY" (1) - ACCEPTABLE MANUFACTURERS: ELKAY, HALSEY TAYLOR, OASIS, HAWS, FILTRINE. - PROVIDE WITH 1-1/4" WITH C.O. PLUG ("BRASSCRAFT" 0010BX), AND ANGLE WATER STOP WITH HANDLE ("BRASSCRAFT" OCR19Z C). - CAPACITY BASED ON 50 DEGREE F WATER IN AMBIENT TEMPERATURE OF 90 DEGREES F. - LEAD FREE CONSTRUCTION. (1) WALL MOUNTED, STAINLESS STEEL BASIN, VINYL CLAD CABINET W/ BOTTLE FILLER AND FILTER. 112 WATER HEATER SCHEDULE (W.H.) SIZE COMM. VOLTAGE/ REC. TANK NO. LOC. MOUNTING DIA. X HT. TANK KW PHASE AMPS GPH SIZE MODEL REMARKS WARR. GAL. 1 PLATFORM 18" x 25" 3 YR 1.5 120/1 12.6 6.2 19 LE120U3-1 "BRADFORD WHITE" - ACCEPTABLE MANUFACTURERS: BRADFORD WHITE, RHEEM, LOCHINVAR, STATE, BOCK. - RECOVERY BASED ON 100 DEGREE F TEMPERATURE RISE, GLASS LINING, 100 PSIG T&P RELIEF VALVE SETTING, 150 PSIG WORKING PRESSURE. (1) EXPANSION TANK SCHEDULE (E.T.) TANK CONN. TANK ACCEPT. PRECHARGE WORKING WEIGHT NO. MOUNTING TYPE SIZE CAP. CAPACITY PRESSURE PRESS DIA. HEIGHT FILLED MODEL REMARKS (GAL.) (GAL.) (PSIG) (PSIG) (LBS.) 1 PIPE DIAPHRAGM 3/4" 2.1 0.9 150 8" 11.6" 14 PH 5 "FLEXCON" - ACCEPTABLE MANUFACTURERS: FLEXCON, AMTROL, WESSELS. (1) VERIFY WATER PRESSURE PRIOR TO INSTALLATION. SET PRECHARGE PRESSURE TO STATIC PRESSURE IN STREET. (2) PROVIDE ONE "DELTA" 060704A BOX MOUNT 120VAC TO 20 VAC TRAMSFORMER FOR UP TO FIVE FAUCETS. PROVIDE ONE "DELTA" 060974A CONVERTER FOR HARDWIRE SUPPLY FOR EACH FAUCET. PROVIDED WITH INTEGRAL THERMOSTATIC MIXING VALVE. LAVATORY SCHEDULE (L.) OVERALL FAUCET LAV DRAIN SUPPLY STOP FAUCET NO. MOUNTING SIZE CENTERS MODEL TYPE MODEL TYPE MODEL TYPE GPM MODEL 1 UNDER MOUNT (4) SINGLE (3) (4) OFFSET GRID K-7131-A KEY BRASSCRAFT SCR1912AX C SENSOR 0.5 (4)(2) - ACCEPTABLE MANUFACTURERS: -DRAINS AND TRAPS: KOHLER, DEARBORN, KEENEY, MCGUIRE, BRASSCRAFT. -STOPS AND SUPPLIES: KOHLER, BRASSCRAFT, DEARBORN, KEENEY, MCGUIRE. - ALL MODEL NUMBERS BASED ON KOHLER UNLESS INDICATED OTHERWISE. - VITREOUS CHINA LAVS, 1-1/4" "P" TRAP WITH CLEANOUT PLUG (BRASSCRAFT 0010), BUSHING ON END OF OUTLET TUBE, WALL FLANGE. - ALL WETTED PARTS SHALL BE LEAD FREE COMPLIANT. - FAUCETS WITH VANDAL RESISTANT AERATOR. (3) COORDINATE SINK CUTOUT SIZE AND FAUCET HOLE DRILLING WITH G.C.. (4) FURNISHED BY SYMPATECO. INSTALLED BY P.C. SERVICE SINK SCHEDULE (S.S.) BASIN FAUCET NO. MOUNTING MAT'L SIZE RIM MODEL PIPING BACKFLOW GPM MFR/MODEL GUARD EXPOSURE PREVENTER 1 FLOOR DURASTONE 24x24x10 (1) MUSTEE 63M CONCEALED WATTS SERIES 8 5-7 CHICAGO 305 - ACCEPTABLE MANUFACTURERS: -BASIN: MUSTEE, FIAT, KOHLER, WILLIAMS. -FAUCET: CHICAGO, DELTA, KOHLER, AMERICAN STANDARD, SYMMONS. T&S BRASS. -DRAINS AND TRAPS: KOHLER, DEARBORN, KEENEY, MCGUIRE, BRASSCRAFT. - FLOOR SERVICE SINKS WITH 3" BRASS DRAIN, STAINLESS STEEL 3 MOP HOLDER HANGER, HEAVY DUTY 5/8" DIAMETER REINFORCED RUBBER HOSE, AND STAINLESS STEEL HOSE BRACKET. (1) BUMPER GUARDS ON EXPOSED RIMS. SINK SCHEDULE (S.) SINK FAUCET NO. COMPARTMENT OVERALL MODEL NO. SPOUT GPM HANDLE FINISH SPRAY MODEL NO. DEPTH SIZE HOLES REACH HEIGHT 1 1 10.125" 22"x19.5" ELKAY DLR221910PD (1) 1 9.25" 8.9" 1.8 LEVER STAINLESS YES KRAUS KPF-2630 (1) - ACCEPTABLE MANUFACTURERS: -STOPS AND SUPPLIES: KOHLER, BRASSCRAFT, DEARBORN, KEENEY, MCGUIRE. -DRAINS AND TRAPS: KOHLER, DEARBORN, KEENEY, MCGUIRE, BRASSCRAFT. - SELF-RIMMING 18 GA. 304 S.S. SINK, ANGLE SUPPLIES WITH HANDLE STOPS (BRASSCRAFT OCR1912AX C). PROVIDE EACH COMPARTMENT WITH STAINLESS STEEL STRAINER AND TAILPIECE (ELKAY LKPD1), AND 1-1/2" "P" TRAP (BRASSCRAFT 0030). - VERIFY SINK CUTOUT SIZE WILL FIT IN COUNTERTOP WITH CABINET SHOP DRAWINGS PRIOR TO ORDERING. (1) SINK AND FAUCET FURNISHED BY SYMPATECO. INSTALLED BY P.C. 1/2" 1/2" THERMOSTATIC MIXING VALVE SCHEDULE (T.M.V.) MAX. ACTUAL ACT. TEMP. NO. SERVICE INLETS OUTLET FLOW FLOW P.D. SETTING MODEL REMARKS (GPM) (GPM) (PSI) (°F) 1 LAVATORY 14.0 2.0 4 105 LFMMV "WATTS" (2) - ACCEPTABLE MANUFACTURERS: SYMMONS, WATTS, POWERS. - LEAD FREE BODY, REMOVABLE CARTRIDGE WITH STRAINER, STAINLESS STEEL SPRING, EPDM O-RINGS AND SOLID WAX THERMOSTAT ASSEMBLY. - P.C. SHALL FIELD ADJUST TMV TO TEMPERATURE SETTING INDICATED IN SCHEDULE. (2) POINT OF USE TMV SHALL COMPLY WITH ASSE 1017, 1069 AND 1070. WATER CLOSET SCHEDULE (W.C.) MIN. ACTUAL MIN. FLUSH BOWL FLUSH VALVE FLUSH VALVE/ NO. MT'G MaP MaP PRESS. TYPE GPF MFR/MODEL RIM HT. PIPING TYPE SUPPLY STOP SEAT (1) (1) PSIG A.F.F. CONNECTION MFR/MODEL 1H FLOOR 800 1000 8 TANK 1.28 KOHLER K-3609 16-1/2" LOOSE KEY STOP - BRASSCRAFT SCR1912AX C BEMIS 1655 SSCT - ACCEPTABLE MANUFACTURERS: -BOWL: TOTO, KOHLER, AMERICAN STANDARD, CRANE, ELJER, MANSFIELD. -SUPPLY STOPS: BRASSCRAFT, CHICAGO, KOHLER, DEARBORN, KEENEY, MCGUIRE. -SEAT: TOTO, KOHLER, BEMIS, SPERZEL, OLSONITE, AMERICAN STANDARD, CHURCH. - TANK WATER CLOSETS: CLOSE-COUPLED WITH VITREOUS CHINA TANK AND COVER, FLUSH ASSEMBLY, ANGLE SUPPLY, AND TANK INSULINER. - FLOOR SET WATER CLOSETS WITH BOLT CAPS. - CONTROLS FOR ADA ACCESSIBLE FIXTURES SHALL BE ON THE OPEN SIDE. (1) MAXIMUM PERFORMANCE (MaP) RATING PER VERITEC CONSULTING INC. AND KOELLER AND COMPANY. PROVIDE MaP RATING INFORMATION WITH PRODUCT SUBMITTAL. CLEANOUT SCHEDULE BODY PLUG ACCESS COVER NO. LOCATION SIZES MAT'L MAT'L MAT'L MISC. MISC. FIGURE REMARKS CO ABV. CLGS & EXPOSED PIPE 2" - 6" (1) PVC - - - (1) (1) FCO FINISHED ROOMS W/O CARPET (2) 2" - 6" C.I. PVC N.B. - - Z-1400 "ZURN" FCO FINISHED ROOMS WITH CARPET (2) 2" - 6" C.I. PVC N.B. CARPET MARKER - Z-1400-CM "ZURN" WCO WALL 2" - 6" (6) POLY S.S. - - Z-1469 "ZURN" - ACCEPTABLE MANUFACTURERS: J.R. SMITH, SCHIER, JOSAM, WADE, ZURN. - RECESSED TAPER THREAD PLUG WITH SLOTTED RECESS. (1) PROVIDE THREADED FEMALE ADAPTER WITH INTERNAL PLUG. ADAPTER MATERIAL SHALL MATCH PIPE MATERIAL TO WHICH CO IS BEING CONNECTED. (2) FINISHED ROOMS ARE ROOMS WITH CARPET OR FLOOR TILE OR ROOMS ACCESSIBLE BY A DOOR LESS THAN 42" WIDE. (6) PROVIDE TEST/CLEANOUT TEE. THREADED PLUG WITH BRASS INSERT. MATERIAL SHALL MATCH PIPE MATERIAL TO WHICH TEE IS BEING CONNECTED. DRAIN SCHEDULE OUTLET BODY STRAINER/TOP SYM. TYPE APPLICATION SIZE MAT'L MAT'L SIZE MISC. MODEL REMARKS FD-1 FLOOR PEDESTRIAN TRAFFIC 2"-3" (2) CAST IRON N. B. "TYPE B" 5" DIA - ZN-415-5B "ZURN" - ACCEPTABLE MANUFACTURERS: ZURN, J.R. SMITH, JOSAM, WADE, WATTS, SCHIER, KUSEL, SIOUX CHIEF. (2) AS NOTED ON DRAWINGS 2017 © EXCEL ENGINEERING, INC. SHEET INFORMATION SHEET DATES SHEET ISSUE REVISIONS SHEET NUMBER PROJECT INFORMATION PROJECT NUMBER PROFESSIONAL SEAL 100 CAMELOT DRIVE FOND DU LAC, WI 54935 PHONE: (920) 926-9800 WWW.EXCELENGINEER.COM ARCHITECTS ● ENGINEERS ● SURVEYORS 2/14/2018 3:24:57 PM C:\Users\TonyC\Documents\1757840_Plbg_Central_(rvt 2015)_tony.cGCK3T.rvt FEB. 14, 2018 SCHEDULES 1757840 TENANT BUILD-OUT FOR: PROFILE BY SANFORD 11503 SPRING MILL RD, SUITE 650 ● CARMEL, IN 46032 P4.0 03/29/18 Nick Mishler 12' 12' 12' MSS = MANUFACTURER'S STANDARDIZATION SOCIETY - INSTALL ADDITIONAL HANGERS WITHIN 12" OF ELBOWS AND TEES AND AT CONCENTRATED LOADS, INCLUDING VALVES, FLANGES AND STRAINERS 2 1/2" AND LARGER. CARBON STEEL STANDARD CLEVIS HANGER MSS SP-58 TYPE 1 (B-LINE FIG. B3100). PLASTIC COATED FOR COPPER TUBNG (B-LINE FIG. B3100C). CALCIUM SILICATE PRE-INSULATED SUPPORT (B-LINE FIG. B338* - INSULATION THICKNESS SAME AS ADJACENT INSULATION) WITH VAPOR BARRIER FOR COLD PIPING. CALCIUM SILICATE PRE-INSULATED SUPPORT (B-LINE FIG. B338* - INSULATION THICKNESS SAME AS ADJACENT INSULATION) WITH VAPOR BARRIER FOR COLD PIPING. INSULATION (THICKNESS AND TYPE PER SCHEDULE) (TYP) GALVANIZED CARBON STEEL SHIELD - MSS SP-58 TYPE 40 (B-LINE FIG. 3151) SECURE BOTH ENDS WITH ZESTON 5 MIL PVC Z-TAPE ll WITH 2" OVERLAP. - UNINSULATED PIPING APPLICATIONS - HOT AND COLD WATER PIPING APPLICATIONS - HOT AND COLD WATER PIPING APPLICATIONS HANG FROM BEAM CLAMPS, CONCRETE INSERTS, UNI-STRUT, STRUCTURAL STEEL OR WALL BRACKET. (TYP) 14" 16" MAX VERT. (1) 12' 12' 15' (1) SUPPORT AT MINIMUM EVERY FLOOR LEVEL OR SPACING LISTED. STEEL MIN. ROD 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" WATER VAPOR MIN. ROD 5' 5' 6' 7' 8' 8' 9' 10' 12' 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 12' - - - 3/8" - - 10' COPPER PVC PEX MIN. ROD 4' 4' 4' 4' 4' 4' 4' 4' 4' 32" 32" 32" 32" 32" - - - - 4' 4' 4' 4' - - 4' 4' 10' 12' 12' 12' 12' 15' - 1/2" 5/8" 5/8" 3/4" - 1/2" 6' 7' 8' 9' 10' 11' 12' 12' 12' 12' - - - - - 10' - - - - - - - - - - 10' 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" - CPVC 3' 3' 3' 4' 4' 4' 4' 4' 4' 4' 4' 4' 4' 4' 4' 10' CAST IRON (2) 5' 5' 5' 5' 5' 5' 5' 5' 5' 5' - - - - 5' (2) SPACING MAY BE INCREASED TO 10' FOR 10' PIPE LENGTHS. EXTERIOR OF PIPE OR INSULATION. NON-HARDENING SEALANT (PROVIDE BACKER ROD AS REQUIRED) DRYWALL WALL EXPOSED IN FINISHED ROOMS CHROME PLATED STEEL ESCUTCHEON PLATE CONCEALED SIDE OF WALL, EXPOSED IN MECH. EQUIP. ROOM, OR OUTDOORS 3/4" CW SHUTOFF VALVE DRAIN VALVE THERMOMETER HW UNION (TYP.) T & P RELIEF VALVE WATER HEATER WH-1 3/4" DRAIN PAN 1 1/2" LOCAL WASTE DN THRU WALL TO 6" A.F.F. OF 114 "BREAKROOM", NEAR SS-1 AND FD-1. WALL AIR GAP FOR T&P VALVE DISCHARGE. ET-1 PLATFORM BY G.C. CONCENTRIC JOIST HANGER THRU JOIST BOTTOM CHORD. -NO ANGLE BRACE REQ'D IF LOAD OCCURS WITHIN 4" OF A JOIST PANEL POINT CENTERLINE -DETAIL APPLIES TO LOADS ABOVE OR HUNG BELOW JOISTS IN EXCESS OF 100 LBS. L1 1/2 x 1 1/2 x 3/16 STEEL ANGLE EACH SIDE BY STRUCTURAL STEEL ERECTOR. -LOADS HUNG FROM BOTTOM CHORD SHALL BE CONCENTRICALLY LOADED. CLAMP STYLE THRU-ROD STYLE OR STEEL WASHER PLATE. PANEL POINT. TYP.EA.END 1" 3/16" L-1 SUPPLY STOP (TYP.) P-TRAP 24 VAC TO 9 VDC CONVERTER PROVIDED BY P.C. INSIDE J-BOX. PROVIDE RUBBER GROMMET THRU COVER FOR WIRE. CONCEAL EXCESS WIRE WITHIN J-BOX. 4"x4" J-BOX PROVIDED BY E.C. WITH COVER PLATE. CONNECTOR PLUG PROVIDED W/ FAUCET. P.C. SHALL PROVIDE SPLICE IN LOW VOLTAGE WIRE BETWEEN CONVERTER PIGTAIL AND WIRING FROM TRANSFORMER. CONDUIT & WIRE TO ADDITIONAL FAUCET. 24 VAC WIRING THRU CONDUIT BY P.C. 1/2" CONDUIT IN WALL PROVIDED BY E.C. 120 VAC BY E.C. BOX MOUNT TRANSFORMER FURNISHED BY P.C. INSTALLED ON J-BOX BY E.C. FLOOR CEILING COUNTER BY G.C. TW HW TMV-1 CW FURNISHED BY SYPATECO, INSTALLED BY P.C.. 2017 © EXCEL ENGINEERING, INC. SHEET INFORMATION SHEET DATES SHEET ISSUE REVISIONS SHEET NUMBER PROJECT INFORMATION PROJECT NUMBER PROFESSIONAL SEAL 100 CAMELOT DRIVE FOND DU LAC, WI 54935 PHONE: (920) 926-9800 WWW.EXCELENGINEER.COM ARCHITECTS ● ENGINEERS ● SURVEYORS 2/14 /2018 3:24 :56 PM C:\Users\TonyC\Documents\1757840_Plbg_Central_(rvt 2015)_tony.cGCK3T.rvt FEB. 14, 2018 DETAILS 1757840 TENANT BUILD-OUT FOR: PROFILE BY SANFORD 11503 SPRING MILL RD, SUITE 650 ● CARMEL, IN 46032 P3.0 P3.0 NOT TO SCALE 1 PIPE HANGER AND INSULATION DETAILS P3.0 NOT TO SCALE 4 PIPE PENETRATION THRU STUD WALL P3.0 NOT TO SCALE 5 WATER HEATER PIPING DETAIL P3.0 NOT TO SCALE 3 JOIST HANGER CONNECTION DETAIL P3.0 NOT TO SCALE 7 FAUCET WIRING DETAIL 03/29/18 Nick Mishler 3/4" 3 Ɣ6(( 81'(5*5281' 3/$1 $1' ),;785( 81,7 6&+('8/( )25 :$67( DRAIN BRANCH AND TRAP SIZE TO FIXTURE. Ɣ6(( ),;785( 81,7 6&+('8/( )25 :$7(5 6833/< %5$1&+ 6,=( 72 FIXTURE. Ɣ3,3,1* 6,=(' %$6(' 21 7<3( / &233(5 78%,1* ,) &39& 25 3(; IS SUBSTITUTED RESIZE PER TABLE IN WATER CALCULATIONS. ISOMETRIC NOTES: 2 016 ‹ EXCEL ENGINEERING, INC. SHEET INFORMATION SHEET NUMBER PROJECT INFORMATION PROJECT NUMBER PROFESSIONAL SEAL 1757840 TENANT BUILD-OUT FOR: PROFILE BY SANFORD ϭϭϱϬϯ ^WZ/E' D/>> Z͕ ^h/d ϲϱϬ භ ZD>͕ /E ϰϲϬϯϮ NO SCALE WATER ISOMETRIC WASTE AND VENT ISOMETRIC NO SCALE SHEET DATES ISSUE DATE REVISIONS P2.0 ISOMETRICS FEB. 14, 2018 WATER CALCULATIONS WATER PRESSURE DATA 1 2 3 4 PRESSURE AVAILABLE AFTER METER 5 6 7 8 9 10 11 WATER DISTRIBUTION SIZING - COLD WATER A B C D E F G H I J K L M WATER DISTRIBUTION SIZING - HOT WATER A B C D E F G H I J K L M TENANT FIXTURE UNITS PREDOMINATE FLUSH TYPE CONTINUOUS FLOW GPM TENANT DEMAND MAXIMUM PRESSURE ALLOWED ON SYSTEM MINIMUM PRESSURE REQUIRED AT POINT OF CONNECTION (P.O.C.) MINIMUM POC PIPE SIZE TENANT METER SIZE TENANT METER PRESSURE LOSS TENANT BACKFLOW PREVENTER PRESSURE LOSS PRESSURE AVAILABLE FOR DISTRIBUTION AVAILABLE BUILDING WATER PRESSURE START POINT TAG (SEE ISOMETRIC FOR TAG LOCATION) DIST. PREVIOUS START POINT TO THIS START POINT UNIFORM LOSS PREV. START POINT TO THIS START POINT PIPE PRESSURE DROP FROM METER TO START POINT CONTROLLING FIXTURE: ID: ROOM NAME & NO.: PRESSURE REQUIRED ELEV. DIFF. BETW. METER AND CONTROLLING FIXTURE PRESSURE LOSS DUE TO WATER SOFTENER PRESSURE LOSS DUE TO MIXING VALVE PRESSURE AVAILABLE FOR PIPING PRESSURE DROP DEVELOPED LENGTH START PT. TO CONTR. FIXTURE EQUIVALENT LENGTH START PT. TO CONTR. FIXTURE PRESSURE AVAILABLE FOR UNIFORM LOSS AVAILABLE BUILDING WATER PRESSURE START POINT TAG (SEE ISOMETRIC FOR TAG LOCATION) DIST. PREVIOUS START POINT TO THIS START POINT UNIFORM LOSS PREV. START POINT TO THIS START POINT PIPE PRESSURE DROP FROM METER TO START POINT CONTROLLING FIXTURE: ID: ROOM NAME & NO.: PRESSURE REQUIRED ELEV. DIFF. BETW. METER AND CONTROLLING FIXTURE PRESSURE LOSS DUE TO WATER SOFTENER PRESSURE LOSS DUE TO MIXING VALVE PRESSURE AVAILABLE FOR PIPING PRESSURE DROP DEVELOPED LENGTH START PT. TO CONTR. FIXTURE EQUIVALENT LENGTH START PT. TO CONTR. FIXTURE PRESSURE AVAILABLE FOR UNIFORM LOSS 21.25 TANK 0 14.6 75.0 35.0 1 2 .0 0 0 35.0 35.0 P.O.C. WC-1H WOMEN'S "111" 25 3 0 0 8.7 55 83 10.54 35.0 P.O.C. L-1 WOMEN'S "108" 8 3 0 12 13.7 75 113 12 .18 F.U. GPM GPM PSIG PSIG INCHES INCHES PSIG PSIG PSIG PSIG PSIG FEET PSIG PSIG PSIG FEET FEET PSIG/100' PSIG PSIG FEET PSIG PSIG PSIG FEET FEET PSIG/100' Pipe size 1/2 3/4 1 1 1/4 1 1/2 2 2 1/2 3 4 Pipe size 1/2 3/4 1 1 1/4 1 1/2 2 2 1/2 3 4 WSFU Copper Flush tank 4.0 14.0 31.0 58.0 107.0 260.0 469.0 752 .0 1792 .0 WSFU Copper Flush tank 4.0 15.5 31.0 58.0 107.0 260.0 469.0 752 .0 1792 .0 CPVC Flush tank 3.0 10.0 23.0 41.0 68.0 171.0 385.0 655.0 1094.0 CPVC Flush tank 3.0 11.5 24.0 41.0 68.0 171.0 385 655.0 1094.0 PEX Flush tank 2 .5 5.0 19.0 34.0 55.0 135.0 PEX Flush tank 3.0 6.0 20.5 34.0 55.0 135.0 FIXTURE UNITS NO. 1 3 2 1 1 2 10 FIXTURE DRINKING FOUNTAIN / EWC FLOOR DRAIN- 3" LAV SINK- KITCHEN /FAUCET SINK- SERVICE- 3" WATER CLO- TANK TOTAL UNITS 0.5 5 1 2 3 4 WASTE TOTAL 0.5 15 2 2 3 8 30.5 TRAP SIZE 1 1/4" 3" 1 1/4" 1 1/2 " 3" - UNITS 0.25 - 1.5 3 2 5 COLD WATER TOTAL 0.25 - 3 3 2 10 18.25 BRANCH SIZE 1/2 " - 1/2 " 1/2 " 1/2 " 1/2 " UNITS - - 1.5 3 2 - HOT WATER TOTAL - - 3 3 2 - 8 BRANCH SIZE - - 1/2 " 1/2 " 1/2 " - TOTAL WATER UNITS 0.25 - 2 4 3 5 TOTAL 0.25 - 4 4 3 10 21.25 03/29/18 Nick Mishler 103 RETAIL 100 HALLWAY 110 BREAKROOM 114 CONSULT 4 104 WOMENS RESTROOM 111 DISCOVERY ROOM 113 MENS RESTROOM 112 CONSULT 5 105 STORAGE 115 EX. TENANT METER EX. 2 1/2" EX. 2 1/2" EX. 2" SA SA 1 3" UP TO WC-1H 2" UP TO L-1 2" UP TO EWC-1 2" UP TO S-1 3" UP TO FD-1 GW GW GW GW SA SA 4" UP TO FCO 1 4" UP TO EX. FCO 4" UP TO EX. FCO 2 016 ‹ EXCEL ENGINEERING, INC. SHEET INFORMATION SHEET NUMBER PROJECT INFORMATION PROJECT NUMBER PROFESSIONAL SEAL 1757840 TENANT BUILD-OUT FOR: PROFILE BY SANFORD ϭϭϱϬϯ ^WZ/E' D/>> Z͕ ^h/d ϲϱϬ භ ZD>͕ /E ϰϲϬϯϮ FLOOR PLAN SCALE: 1/4" = 1'-0" 4' 0 4' 8' SHEET DATES ISSUE DATE REVISIONS P1.1 UNDERGROUND AND FLOOR PLANS FEB. 14, 2018 UNDERGROUND PLAN SCALE: 1/4" = 1'-0" 4' 0 4' 8' 03/29/18 Nick Mishler 1. MANUFACTURERS: NIBCO, APOLLO, KEYSTONE, CENTERLINE, DEZURIK, CRANE, MUELLER, POWELL, VIEGA, GRINNELL. LISTING OF MODEL NUMBER DOES NOT PRECLUDE OTHER ACCEPTABLE MANUFACTURERS FROM PROVIDING EQUIVALENT VALVES. F. VALVES 8. IF LOCAL AUTHORITIES REQUIRE MORE STRINGENT FLUSHING AND DISINFECTION, CONTRACTOR SHALL COMPLY WITH THOSE REQUIREMENTS. 7. PERFORM WATER QUALITY TEST IF REQUIRED BY LOCAL AUTHORITIES. 6. REPEAT DISINFECTION IF BACTERIOLOGICAL CONTAMINATION EXISTS. 5. FLUSH WITH POTABLE WATER. 4. FILL SYSTEM WITH WATER/CHLORINE SOLUTION OF 50 PPM OF CHLORINE AND LET STAND FOR 24 HOURS, OR 200 PPM FOR 3 HOURS. 3. FLUSH EACH OUTLET MINIMUM 1 MINUTE AND UNTIL WATER APPEARS CLEAR AT THE OUTLET. 2. FLUSH EACH OUTLET BEGINNING WITH OUTLET CLOSEST TO BUILDING CONTROL VALVE AND THEN EACH SUCCESSIVE OUTLET IN THE SYSTEM. 1. FILL PIPING WITH POTABLE WATER AND ALLOW TO STAND FOR 24 HOURS. E. FLUSH AND DISINFECT DOMESTIC WATER SUPPLY SYSTEM AS FOLLOWS: 1. VERIFY THAT SUFFICIENT WATER FLOW, PRESSURE AND TEMPERATURE ARE AVAILABLE AT EACH OUTLET AND EQUIPMENT CONNECTION. D. WATER PIPING BALANCING 4. WHERE NEW PIPING IS AN EXTENSION OF THE EXISTING SYSTEM, TEST THE NEW PIPING PRIOR TO CONNECTION TO THE EXISTING SYSTEM. 3. TEST WATER DISTRIBUTION SYSTEM WITH POTABLE WATER UNDER A WATER PRESSURE OF 100 PSIG OR THE WORKING PRESSURE OF THE SYSTEM (WHICHEVER IS GREATER) FOR A PERIOD OF (4) HOURS. IF LOCAL AUTHORITIES REQUIRE MORE STRINGENT TESTING, CONTRACTOR SHALL COMPLY WITH THOSE REQUIREMENTS. 2. MEASURE AND RECORD TEST PRESSURE AT THE HIGH POINT IN THE SYSTEM. 1. EACH TEST MUST BE WITNESSED BY THE OWNER'S REPRESENTATIVE. IF LEAKS ARE FOUND, REPAIR THE AREA WITH NEW MATERIALS AND REPEAT THE TEST. DO NOT INSULATE PIPE UNTIL IT HAS BEEN SUCCESSFULLY TESTED. C. PIPING TESTING 13. DO NOT SUPPORT WEIGHT OF PIPING ON VALVE. 12. INSTALL VALVE STEM BETWEEN THE VERTICAL (UPRIGHT) OR HORIZONTAL POSITION. 11. USE LONG RADIUS ELBOWS FOR ALL 90 DEGREE ELBOWS. 10. SLOPE PIPING AND ARRANGE SYSTEMS TO DRAIN AT LOW POINTS. USE TOP CONNECTIONS FOR TAKEOFFS TO EQUIPMENT ABOVE THE MAINS AND BOTTOM CONNECTIONS FOR TAKEOFFS TO EQUIPMENT BELOW THE MAINS. 9. PREPARE EXPOSED UNFINISHED PIPE, FITTINGS, SUPPORTS, AND ACCESSORIES, READY FOR FINISH PAINTING. 8. USE ONLY NEW MATERIAL, FREE OF DEFECTS, RUST AND SCALE, AND MEETING THE LATEST REVISION OF THE ASTM SPECIFICATIONS. 7. PROVIDE NON-CONDUCTING DIELECTRIC CONNECTIONS WHEREVER JOINTING DISSIMILAR METALS. 6. PROVIDE CLEARANCE FOR INSTALLATION OF INSULATION AND ACCESS TO VALVES. 5. INSTALL PIPING TO ALLOW FOR EXPANSION AND CONTRACTION WITHOUT STRESSING PIPE, JOINTS, OR CONNECTED EQUIPMENT. 4. INSTALL PIPING TO CONSERVE BUILDING SPACE AND NOT INTERFERE WITH USE OF SPACE AND OTHER WORK. GROUP PIPING WHENEVER PRACTICAL AT COMMON ELEVATIONS. 3. INSTALL IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 2. ROUTE ABOVE GROUND PIPING IN ORDERLY MANNER, PARALLEL TO BUILDING STRUCTURE. OFFSET PIPE CONNECTIONS AT EQUIPMENT TO ALLOW FOR SERVICE, SUCH AS REMOVAL OF THE EQUIPMENT. 1. DRAWINGS AND DIAGRAMS SHOW SIZE AND APPROXIMATE LOCATION OF PIPING. THE DRAWINGS SHALL NOT BE SCALED TO DETERMINE EXACT LOCATION. PROVIDE ADDITIONAL OFFSETS TO COORDINATE WITH INSTALLATION REQUIREMENTS OF OTHER SYSTEMS. B. PIPING INSTALLATION 1. SEE PIPE SCHEDULE ON PLANS FOR ADDITIONAL INFORMATION. A. PIPING 22 11 00 WATER PIPING AND VALVES 7. DIRECT SURFACE WATER AWAY FROM STOCKPILE SITE TO PREVENT EROSION OR DETERIORATION OF MATERIALS. REMOVE STOCKPILE, LEAVE AREA IN A CLEAN AND NEAT CONDITION. GRADE SITE SURFACE TO PREVENT FREESTANDING SURFACE WATER. a. UNDER EXISTING AND FUTURE UTILITIES, AND BUILDINGS: GRANULAR MATERIALS, PIT RUN SAND, GRAVEL, OR CRUSHED STONE, FREE FROM LARGE STONES, ORGANIC, AND FROZEN MATERIALS. 6. BACKFILL ABOVE 12" ABOVE THE PIPE: 5. BACKFILL TO A DEPTH OF 12" OVER THE PIPE WITH SAND, CRUSHED STONE THAT PASSES A 1" SIEVE. PLACE IN WELL TAMPED MAXIMUM 6" LAYERS FOR LENGTH OF SEWER AND WIDTH OF TRENCH. 4. BEDDING: WHERE OVEREXCAVATED, BRING BACK TO BOTTOM OF PIPE ELEVATION WITH DRY SAND, GRAVEL OR CRUSHED STONE PASSING A 3/4" SIEVE. 3. MAINTAIN OPTIMUM MOISTURE CONTENT OF FILL MATERIALS TO ATTAIN REQUIRED COMPACTION DENSITY. 2. MECHANICALLY COMPACT BEDDING AND BACKFILL TO PREVENT SETTLEMENT. THE INITIAL COMPACTED LIFT TO NOT EXCEED 24" COMPACTED TO 95% DENSITY PER MODIFIED PROCTOR TEST (ASTM D-1557). SUBSEQUENT LIFTS UNDER PAVEMENTS, CURBS, WALKS AND STRUCTURES ARE NOT TO EXCEED 12" AND BE COMPACTED TO 95% DENSITY PER MODIFIED PROCTOR TEST. IN ALL OTHER AREAS WHERE CONSTRUCTION ABOVE THE EXCAVATION IS NOT ANTICIPATED WITHIN 2 YEARS, MECHANICALLY COMPACT BACKFILL IN LIFTS NOT EXCEEDING 24" TO 90% DENSITY PER MODIFIED PROCTOR TEST. b. BACKFILL WITH COMPACTED ENGINEER FILL PER GEOTECH REPORT. a. INSTALL WITH MINIMUM OF 1-1/2 INCH CLEARANCE TO CONCRETE AND ENSURE THERE IS NO DISTURBANCE OF BEARING SOIL. 1. LINES PASSING UNDER FOUNDATIONS: H. BEDDING AND BACKFILL: 5. STOCKPILE EXCAVATED MATERIAL IN AREA DESIGNATED ON SITE AND REMOVE EXCESS MATERIAL NOT BEING USED FROM SITE. 4. REMOVE UNSTABLE AREAS OF SUBGRADE BELOW PIPE TO MINIMUM 24" BELOW PIPE OR TO STABLE MATERIAL. BACKFILL WITH PEA GRAVEL, LIMESTONE SCREENINGS, OR EQUIVALENT AND COMPACT TO DENSITY EQUAL TO REQUIREMENTS FOR SUBSEQUENT BACKFILL MATERIAL. 3. EXCAVATE MINIMUM 4" BELOW BOTTOM OF PIPE IF STONE GREATER THAN 1" OR BEDROCK IS ENCOUNTERED. 2. DO NOT INTERFERE WITHIN 45 DEGREE BEARING SPLAY OF FOUNDATIONS. 1. CUT TRENCHES SUFFICIENTLY WIDE TO ENABLE INSTALLATION AND ALLOW INSPECTION. REMOVE WATER OR MATERIALS THAT INTERFERE WITH WORK. G. EXCAVATING F. ELEVATIONS SHOWN ON THE PLANS ARE SUBJECT TO SUCH REVISIONS AS MAY BE NECESSARY TO FIT FIELD CONDITIONS. E. PROVIDE AND MAINTAIN ALL FENCING, BARRICADES, SIGNS, WARNING LIGHTS, AND/OR OTHER EQUIPMENT NECESSARY TO KEEP ALL EXCAVATION PITS AND TRENCHES AND THE ENTIRE SUBGRADE AREA SAFE UNDER ALL CIRCUMSTANCES AND AT ALL TIMES. NO EXCAVATION SHALL BE LEFT UNATTENDED WITHOUT ADEQUATE PROTECTION. D. MAINTAIN, PROTECT, AND TEMPORARILY SUPPORT ABOVE AND BELOW GRADE UTILITIES WHICH ARE TO REMAIN. C. PROTECT BENCHMARKS, EXISTING STRUCTURES, FENCES, SIDEWALKS, PAVING, AND CURBS FROM EXCAVATING EQUIPMENT AND VEHICULAR TRAFFIC. B. PROTECT TREES, PLANTS, LAWNS, AND OTHER FEATURES REMAINING AS PORTION OF FINAL LANDSCAPING. A. P.C. SHALL EXCAVATE AND BACKFILL TRENCHES FOR PLUMBING WORK. 22 10 00 EXCAVATION AND BACKFILL i. FIELD CUTTING AND GLUING LONGITUDINAL JOINT NOT PERMITTED. h. PROVIDE MANUFACTURER PREFORMED INSULATION OVER VALVES AND FITTINGS g. MAX. FIRE/SMOKE DEVELOPED OF 25/50 PER ASTM E84 FOR UP TO 2" THICK. f. MAX. 0.05 PERM PER ASTM E96 e. MAX. CONTINUOUS TEMPERATURE 220 DEG F d. MAX. 'K' VALUE 0.245 AT 75 DEG F c. DUAL TAPE CLOSURE b. EPDM/PVC BASE ELASTOMERIC FOAM MATERIAL a. MANUFACTURERS: AEROFLEX AEROCEL SSPT, K-FLEX INSUL-LOCK DS, ARMACELL AP/ARMAFLEX BLACK LAPSEAL. 3. PIPE g. ADHERE WITH 100% ADHESIVE COVERAGE, BOTH SURFACES. f. MAX. FIRE/SMOKE DEVELOPED OF 25/50 PER ASTM E84 FOR UP TO 2" THICK. e. MAX. 0.05 PERM PER ASTM E96 d. MAX. CONTINUOUS TEMPERATURE 220 DEG F c. MAX. 'K' VALUE 0.245 AT 75 DEG F b. EPDM/PVC BASE ELASTOMERIC FOAM MATERIAL a. MANUFACTURERS: AEROFLEX AEROCEL, K-FLEX INSUL-SHEET, ARMACELL AP ARMAFLEX. 2. SHEET 1. SEAL BUTT JOINTS WITH ADHESIVE. C. ELASTOMERIC FOAM INSULATION 2). HIGH IMPACT 30 MIL WHITE PVC WITH PRECUT FIBERGLASS INSERTS. MAX TEMP 150 DEG 1). ZESTON 2000/300 SERIES, CEELCO 300 SERIES, PROTO LOSMOKE PVC JACKET g. VALVES, FITTINGS, AND FLANGE COVERS: f. SEMI-RIGID F.G. INSULATION MAY BE USED FOR PIPES 10" AND LARGER. e. COMPRESSIVE STRENGTH AT 10% DEFORMATION 125 LB./S.F. d. MAX 850 DEG F, JACKET MAX 150 DEG F, 0.02 PERM. c. 3.5-5.5 LB./CU.FT., R=4.3 / NOMINAL INCH AT 75 DEG F. b. SINGLE OR DOUBLE ADHESIVE SELF-SEALING LAP SYSTEM FOR LONGITUDINAL JOINT, PRESSURE SENSITIVE BUTT STRIP SEALS, ALL SERVICE JACKET VAPOR BARRIER COVERING. a. O.C. FIBERGLAS PIPE INSULATION, KNAUF EARTHWOOL PIPE INSULATION, JOHNS MANVILLE MICRO-LOK. 1. RIGID PIPING: B. FIBERGLASS (F.G.) INSULATION 5. REPAIR INSULATION ON EXISTING PIPING WHICH IS DAMAGED DUE TO CONNECTING OF NEW PIPING. MAINTAIN EXISTING VAPOR BARRIER INTEGRITY. 4. CONTINUE INSULATION WITHOUT INTERRUPTIONS THROUGH WALLS AND FLOOR PENETRATIONS AND HANGERS. 3. INSTALL MATERIALS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND MICA PUBLICATION "COMMERCIAL AND INDUSTRIAL STANDARDS", 2011 SEVENTH EDITION. 2. INSULATION, INSULATION SYSTEMS AND JACKETS SHALL MEET UL-723/ASTM E84 REQUIREMENTS OF MAX. FIRE HAZARD CLASSIFICATION OF 25, AND MAX. FLAME SPREAD, FUEL CONTRIBUTED, AND SMOKE DEVELOPED OF 50 WHEN INSTALLED IN RETURN AIR PLENUMS. 1. SEE INSULATION SCHEDULES ON PLANS FOR ADDITIONAL INFORMATION. A. GENERAL 22 07 00 INSULATION i. AT EACH MAJOR PIECE OF EQUIPMENT. h. NEAR EACH VALVE AND CONTROL DEVICE. g. NEAR LOCATIONS WHERE PIPES PENETRATE WALLS, FLOORS OR CEILINGS. f. BEHIND ACCESS PANELS AND ALL OTHER ACCESSIBLE POINTS OF SERVICE. e. INSTALL IDENTIFICATION AFTER PIPING AND INSULATION IS COMPLETE TO ENSURE MAXIMUM VISIBILITY OF THE IDENTIFICATION SYSTEM. d. MINIMUM ONE LOCATION PER ROOM. c. LOCATE IDENTIFICATION NOT-TO-EXCEED 25 FEET FOR PIPING ABOVE CEILINGS. b. LOCATE IDENTIFICATION NOT-TO-EXCEED 50 FEET FOR EXPOSED PIPING. a. LOCATE TO FACE GREATEST POINT OF VISIBILITY. ALL ADJACENT LABELS TO BE INSTALLED NEATLY IN A ROW. 4. LOCATIONS 3. IDENTIFY PIPE SERVICE, FLOW DIRECTION, AND PRESSURE. 2. COLOR, OVERALL SIZE AND LETTER HEIGHT SHALL CONFORM TO ASME A13.1- 2007 "SCHEME FOR THE IDENTIFICATION OF PIPING SYSTEMS". c. SECURE WITH 2" WIDE TAPE WITH ARROWS INDICATING FLOW. b. FLEXIBLE PVC FILM WITH PRESSURE SENSITIVE ACRYLIC ADHESIVE BACKING WITH PRINTED MARKINGS. a. MANUFACTURERS: MARKING SERVICES MS-900, BRADY B-736, SETON OPTI-CODE. 1. INDOOR SELF-ADHESIVE PIPE MARKERS A. PIPE IDENTIFICATION 22 05 53 MECHANICAL IDENTIFICATION G. PROVIDE SUPPORT FOR UTILITY METERS IN ACCORDANCE WITH REQUIREMENTS OF UTILITY COMPANIES. 5. 1-5/8 INCHES WIDE IN VARYING HEIGHTS AND WELDED COMBINATIONS AS REQUIRED TO MEET LOAD CAPACITIES. 4. MANUFACTURER'S STANDARD FINISH OR PLAIN FINISH. 3. COLD FORMED LOW CARBON STEEL METAL FRAMING CHANNEL STRUT: B-LINE TYPE B CHANNEL. 2. INSTALL STRUT IN ACCORDANCE WITH MFMA-102 "GUIDELINES FOR THE USE OF METAL FRAMING"; IN ACCORDANCE WITH EQUIPMENT MANUFACTURER'S RECOMMENDATONS, AND WITH RECOGNIZED INDUSTRY PRACTICES. 1. COMPLY WITH THE LATEST REVISION OF MFMA STANDARDS PUBLICATION NUMBER MFMA-3, "METAL FRAMING STANDARDS PUBLICATION". F. STRUT SYSTEM 5. INSTALL HANGERS AND SUPPORTS SO PIPING LIVE AND DEAD LOADS AND STRESSES FROM MOVEMENT WILL NOT BE TRANSMITTED TO CONNECTED EQUIPMENT. ADJUST HANGERS TO DISTRIBUTE LOADS EQUALLY ON ATTACHMENTS AND TO PROVIDE INDICATED PIPE SLOPES. a. V BOTTOM CLEVIS HANGER: MSS SP-58 TYPE 1, B-LINE FIGURE B3106 AND FIGURE B3106V PRE-GALVANIZED PLASTIC PIPE SUPPORT CHANNEL FOR PEX PIPING TO INCREASE HANGER SPACING. 4. MATERIALS 3. CONFORM TO ASME B31.9 AND MANUFACTURER'S STANDARDIZATION SOCIETY (MSS) SP-58-2009. 2. SEE SCHEDULE ON PLANS FOR HANGER SPACING. 1. SEE DETAILS ON PLANS FOR ADDITIONAL PIPE HANGER SPECIFICATIONS. E. PIPE HANGERS/SUPPORTS 3. ANCHOR LENGTH SHALL EXCEED DECK DEPTH. 2. ANCHORED TO BOTTOM OF DECK FLUTES, NOT UPPER FLUTE. 1. MAXIMUM HANGER LOAD OF 50 LBS. D. ATTACHMENT TO METAL DECK: HANGERS MAY BE ANCHORED TO METAL FLOOR/ROOF DECK IF ALL THE FOLLOWING CONDITIONS ARE MET: C. HANGERS SHALL NOT BE ATTACHED TO JOIST BRIDGING. B. ANGLES, CHANNELS, AND BEAMS: ASTM A36 AND A572 AS REQUIRED. A. MANUFACTURERS: B-LINE, EMPIRE INDUSTRIES, GLOBAL PIPE HANGER PRODUCTS, GRINNEL, NATIONAL PIPE HANGER, UNI STRUT. 22 05 29 PIPE AND EQUIPMENT HANGERS AND SUPPORTS 6. CALIBRATE FOR ACCURACY. 5. INSTALL WHERE READ FROM NORMAL OPERATING LEVEL. 4. EXTEND NIPPLES TO ALLOW INSULATION CLEARANCE. b. HOT WATER: 0-100 PSIG/ 1 PSIG; 0-160 DEG F/ 2 DEG F. a. COLD WATER: 0-100 PSIG/ 1 PSIG; 0-100 DEG F/ 1 DEG F 3. SCALE RANGES AND MINIMUM INCREMENT AS FOLLOWS: a. GENERAL PURPOSE: TRERICE BX9, ASTM E1, ORGANIC SPIRIT LIQUID FILL, CAST ALUMINUM CASE WITH EPOXY FINISH, CAST ALUMINUM ADJUSTABLE JOINT WITH POSITIVE LOCKING DEVICE, 9" SCALE, 3/4" NPT BRASS STEM, WITH EXTENSIONS AS REQUIRED FOR INSULATION. 2. STEM THERMOMETERS: 1. MANUFACTURERS: TRERICE, U.S. GAUGE, ASHCROFT, MARSH, WEISS, WEKSLER. A. THERMOMETERS 22 05 19 METERS 5. AS-BUILT DRAWINGS SHALL BE MARKED ON A FINAL SET OF DRAWINGS WHICH INCLUDES ALL REVISIONS. 4. PROVIDE PLUMBING EQUIIPMENT OPERATING AND MAINTENANCE MANUALS TO THE OWNER PER IMC 364.0313(3). 3. PROVIDE OPERATING INSTRUCTIONS FOR A TOTAL OF ONE HALF (0.5) HOUR. MAINTAIN A RECORD OF OPERATING INSTRUCTION PERIODS AND OBTAIN OWNER SIGNOFF THAT INSTRUCTIONS HAVE BEEN COMPLETED. 2. REMOVE, CLEAN AND REPLACE AERATORS AFTER FLUSHING WATER PIPING. 1. CLEAN FIXTURES AND EQUIPMENT AND LEAVE IN PROPER WORKING CONDITION AT THE TIME OF FINAL CLEAN-UP. I. PROJECT COMPLETION 4. ESCUTCHEONS REQUIRED IN CABINETS AND CASEWORK. 3. ID TO CLOSELY FIT AROUND PIPE/INSULATION, OD THAT COMPLETELY COVERS THE OPENING. 2. ESCUTCHEONS WITH SPRINGS FOR WALL AND CEILING LOCATIONS. 1. INSTALL ONE-PIECE (TWO PIECE FOR EXISTING PIPING) POLISHED CHROME PLATED STEEL ESCUTCHEONS AT PENETRATIONS EXPOSED IN FINISHED ROOMS (ROOMS WHICH DON'T HAVE UNFINISHED CONCRETE FLOORS). H. ESCUTCHEONS 2. SEALANT CONTRACTOR SHALL PROVIDE SEALANTS AT ALL EXPOSED LOCATIONS IN FINISHED ROOMS. 1. PLUMBING CONTRACTOR SHALL PROVIDE ALL SEALANTS WHERE JOINT IS HIDDEN AND WHERE JOINT IS EXPOSED IN MECHANICAL ROOM. G. SEALANTS 3. WHERE A SLEEVE IS REQUIRED, FURNISH AND INSTALL SLEEVES FOR NEW DRYWALL WALLS AND CONCRETE WALLS AND FLOORS. FURNISH SLEEVES TO THE MASON CONTRACTOR FOR INSTALLATION IN NEW MASONRY WALLS. 2. SEAL OPENING AROUND PIPE WITH A UL APPROVED FIRE-STOP SYSTEM HAVING AN F-RATING NOT LESS THAN THE HOURLY RATING OF THE ASSEMBLY BEING PENETRATED. 1. SLEEVE REQUIRED FOR PENETRATION OF CONCRETE AND MASONRY WALLS AND FLOORS. F. FIRE RATED INTERIOR WALL AND FLOOR PIPE PENETRATIONS 2. P.C. SHALL PROVIDE SAWCUTTING, EXCAVATION, AND BACKFILL OF EXISTING FLOORS AS REQUIRED FOR INSTALLATION OF NEW UNDERGROUND PIPING. P.C. SHALL PROVIDE CONCRETE AND REINFORCING PER FLOOR SLAB SPECIFICATIONS IN REMOVED AREA OF THICKNESS TO MATCH EXISTING (FIELD VERIFY). PROVIDE DOWELS INTO EXISTING FLOOR SLAB. DOWEL DIAMETER SHALL BE MINIMUM ONE EIGHTH OF FLOOR SLAB THICKNESS. DOWEL LENGTH SHALL BE 12" FOR SLABS LESS THAN 6" THICK, 16" FOR SLABS 6-7" THICK, 18" FOR SLABS 8-9" THICK, AND 20" FOR SLABS GREATER THAN 9" THICK. DOWELS SHALL BE SPACED 12" O.C. AND PENETRATION IN EXISTING SLAB SHALL BE HALF THE LENGTH. 1. PROVIDE ALL CUTTING AND PATCHING NECESSARY FOR PLUMBING WORK INSTALLATION UNLESS THIS WORK IS IDENTIFIED TO BE THE WORK OF OTHER CONTRACTORS. PATCHING SHALL MATCH ADJACENT SURFACES. CORE DRILL OR SAW-CUT OPENINGS THROUGH EXISTING CONCRETE. E. CUTTING AND PATCHING D. COORDINATE INSTALLATION OF PLUMBING WORK WITH THE OTHER CONTRACTORS TO AVOID CONFLICTS WITH OTHER WORK. 1. PERFORM WORK PER ALL LOCAL AND STATE CODES, ORDINANCES AND REGULATIONS HAVING JURISDICTION. C. REGULATORY REQUIREMENTS B. INSTALL ALL EQUIPMENT PER MANUFACTURER'S INSTALLATION INSTRUCTIONS AND REQUIREMENTS. PROVIDE ADDITIONAL WORK AND MATERIALS AS REQUIRED. A. DETAILS AND SCHEDULES ARE SHOWN TO AID THE CONTRACTOR AND ARE NOT MEANT TO BE INCLUSIVE OF ALL DEVICES. PROVIDE REQUIRED EQUIPMENT AND ACCESSORIES FOR A COMPLETE INSTALLATION. 22 05 00 BASIC PLUMBING REQUIREMENTS D. WHERE THE PLUMBING CONTRACTOR IS REQUIRED TO PAINT, THE PAINTING SHALL BE DONE IN ACCORDANCE WITH THE PAINTING PORTION OF THE ARCHITECTURAL SPECIFICATION. C. IF FINISH BECOMES RUSTED, CORRODED, SCRATCHED, OR FLAKED DURING STORAGE OR INSTALLATION, REFINISH THE EQUIPMENT TO THE SATISFACTION OF THE OWNER. B. COORDINATE WORK WITH THE PAINTERS SO THAT ALL EQUIPMENT IS INSTALLED PRIOR TO PAINTING. P.C. SHALL PAINT ITEMS IF NOT IN PLACE PRIOR TO NORMAL ROUTINE PAINTING. A. PREPARE EXPOSED PIPE, FITTINGS, SUPPORTS, AND ACCESSORIES FOR FINISH PAINTING IN ROOMS THAT WILL HAVE CEILING AND STRUCTURE PAINTED. 09 91 00 FINISH AND PAINTING 3. FAILURE TO SUBMIT SHOP DRAWINGS SHALL NOT RELIEVE CONTRACTOR FROM PROVIDING THE SPECIFIED EQUIPMENT AND MATERIALS. 2. SHOP DRAWINGS SHALL CLEARLY INDICATE SPECIFIC MODEL BEING PROVIDED WHERE CUT SHEETS SHOW MULTIPLE MODELS. 1. SEE SPECIFICATIONS ON T2 SHEETS FOR ADDITIONAL REQUIREMENTS AND SUBMISSION PROCEDURES. C. SHOP DRAWINGS, PRODUCT DATA, TEST RESULTS AND SAMPLE SUBMITTALS: 3. CONTRACTOR SHALL ASSUME ALL COORDINATION RESPONSIBILITIES FOR SUBSTITUTE EQUIPMENT INCLUDING COORDINATION ACROSS TRADES AND COORDINATION OF PREVIOUSLY REVIEWED AND APPROVED SHOP DRAWING SUBMITTALS, SHOULD THESE SHOP DRAWINGS BE AFFECTED BY THE SUBSTITUTED EQUIPMENT. 2. WHERE SUBSTITUTE EQUIPMENT REQUIRES REDESIGN OF ANY PART OF THE PROJECT, THE COST OF REDESIGN AND ADDITIONAL COSTS OF THE WORK SHALL BE PAID BY THE CONTRACTOR. REDESIGN SHALL BE SUBJECT TO THE APPROVAL OF ALL AUTHORITIES HAVING JURISDICTION OVER THE WORK INCLUDING THE ARCHITECT/ ENGINEER. 1. CONTRACTOR SHALL PROVIDE ALL SUPPORTING DATA AND ASSUME THE BURDEN OF PROOF THAT ANY SUBSTITUTE IS EQUIVALENT AS TO APPEARANCE, CONSTRUCTION, CAPACITY, AND PERFORMANCE. THE JUDGMENT OF EQUIVALENCY SHALL BE MADE BY THE ENGINEER AT THE TIME OF SHOP DRAWING REVIEW, NOT DURING BIDDING. B. SUBSTITUTIONS 1. THE CONTRACTOR IS RESPONSIBLE FOR REVIEWING THE TENANT WORK LETTER AND IS TO CLARIFY ANY DISCREPANCIES WITH EXCEL ENGINEERING, INC. PRIOR TO BEGINNING WORK. A. SEE T2 SHEETS FOR ADDITIONAL REQUIREMENTS. 01 11 00 GENERAL REQUIREMENTS A. SEE T2 SHEETS FOR ADDITIONAL REQUIREMENTS. 00 72 00 GENERAL CONDITIONS DIVISION 22 PLUMBING HP CW HP HWR HP HW CONNECT TO EXISTING EQUIPMENT BY OTHERS. CONNECTION BY PC HB HOSE BIBB RI ROUGH IN EL ELEVATION IE INVERT ELEVATION X FIXTURE UNIT (WATER SUPPLY OR WASTE) HD-R HUB DRAIN WITH REDUCER FD FLOOR DRAIN OF OVERFLOW DRAIN RD ROOF DRAIN TYP TYPICAL TTS TIGHT TO STRUCTURE BJ TJ BETWEEN JOISTS THRU JOISTS NIC NOT IN CONTRACT PRESSURE GAUGE THERMOMETER UNION PIPING CAP TEST CONNECTION WHA WATER HAMMER ARRESTOR CHECK VALVE HD HUB DRAIN SHUTOFF VALVE BALANCE VALVE HP CW HIGH PRESSURE COLD WATER SUPPLY CW COLD HARD WATER PIPING P P PROCESS SEWER PIPING NP NP NON-POTABLE WATER PIPING SA ST STORM PIPING SANITARY SEWER PIPING OF OVERFLOW CONDUCTOR PIPING V VENT PIPING VTR VENT THRU ROOF AW AW ACID WASTE PIPING AV AV ACID VENT PIPING CLV CLV CLEARWATER VENT PIPING G G GAS PIPING CO CLEAN OUT WCO WALL CLEAN OUT FCO FLOOR CLEAN OUT (FLUSH) BFP BACKFLOW PREVENTER PRV PRESSURE REDUCING VALVE HP HWR HIGH PRESSURE HOT WATER RETURN HP HW HIGH PRESSURE HOT WATER SUPPLY A AIR AIR PIPING SOFT COLD SOFT WATER PIPING GW GW GREASE WASTE PIPING SA ST OF ABBR. MISCELLANEOUS PIPING ACCESSORIES ABBREVIATIONS AFF AFG EC FPC GC HC NTS OC PC WP PIPING FIRE - 1 HOUR FIRE - 3 HOUR FIRE - 2 HOUR FIRE - 4 HOUR SYM. NOTE: ALL SYMBOLS SHOWN MAY NOT APPEAR ON DRAWINGS. SYM. IDENTIFICATION IDENTIFICATION LEGEND ABOVE FINISHED FLOOR ABOVE FINISHED GRADE ELECTRICAL CONTRACTOR FIRE PROTECTION CONTRACTOR GENERAL CONTRACTOR / CONSTRUCTION MANAGER HVAC CONTRACTOR NOT TO SCALE ON CENTER PLUMBING CONTRACTOR WEATHER PROOF FIRE RATED WALLS ABBR. DETAIL OR SECTION NUMBER SHEET NUMBER S TW TW TEMPERED WATER PIPING CLW CLW CLEARWATER DRAIN PIPING HS HS HIGH STRENGTH PROCESS SEWER PIPING LS LS LOW STRENGTH PROCESS SEWER PIPING 140 HWS 140° HOT WATER PIPING 140 HWR 140° HOT WATER RETURN PIPING 140S 140R HS HS HYDRAULIC SUPPLY PIPING HR HR HYDRAULIC RETURN PIPING NIT NIT NITROGEN PIPING CO2 CO2 CARBON DIOXIDE PIPING HW HOT WATER PIPING HWR HOT WATER RETURN PIPING NP HWR NP HW NP HWR NON-POTABLE HOT WATER RETURN NP HW NON-POTABLE HOT WATER 201 7 © EXCEL ENGINEERING, INC. SHEET INFORMATION SHEET DATES SHEET ISSUE REVISIONS SHEET NUMBER PROJECT INFORMATION PROJECT NUMBER PROFESSIONAL SEAL 100 CAMELOT DRIVE FOND DU LAC, WI 54935 PHONE: (920) 926-9800 WWW.EXCELENGINEER.COM ARCHITECTS ● ENGINEERS ● SURVEYORS 2/1 4/201 8 3:24:55 PM C:\Users\TonyC\Documents\1757840_Plbg_Central_(rvt 2015)_tony.cGCK3T.rvt FEB. 14, 2018 LEGEND AND SPECIFICATIONS 1757840 TENANT BUILD-OUT FOR: PROFILE BY SANFORD 11503 SPRING MILL RD, SUITE 650 ● CARMEL, IN 46032 P0.1 NUMBER SHEET NAME PLUMBING P0.1 LEGEND AND SPECIFICATIONS P1.1 UNDERGROUND AND FLOOR PLANS P2.0 ISOMETRICS P3.0 DETAILS P4.0 SCHEDULES PLUMBING SPECIFICATIONS SHEET INDEX 03/29/18 Nick Mishler 2 NOT ALL KEYNOTES MAY APPEAR ON PLAN. 2017 © EXCEL ENGINEERING, INC. SHEET INFORMATION SHEET DATES SHEET ISSUE REVISIONS SHEET NUMBER PROJECT INFORMATION PROJECT NUMBER PROFESSIONAL SEAL 100 CAMELOT DRIVE FOND DU LAC, WI 54935 PHONE: (920) 926-9800 WWW.EXCELENGINEER.COM ARCHITECTS ● ENGINEERS ● SURVEYORS 2/14/2018 3:27:47 PM C:\Users\TonyC\Documents\1757840_Fire_Central_(rvt 2015)_tony.cGCK3T.rvt FEB. 14, 2018 FIRST FLOOR PLAN 1757840 TENANT BUILD-OUT FOR: PROFILE BY SANFORD 11503 SPRING MILL RD, SUITE 650 ● CARMEL, IN 46032 FP1.1 NORTH SCALE: 1/4" = 1'-0" FIRST FLOOR PLAN 4' 0' 4' 8' 03/29/18 Nick Mishler 4. PIPING SHALL NOT OBSTRUCT SERVICE CLEARANCES REQUIRED FOR EQUIPMENT. 3. INSTALL WITH SUFFICIENT CLEARANCES FOR INSTALLATION OF OTHER CONTRACTOR'S WORK. 2. REVIEW DRAWINGS FOR EXACT LOCATION OF PIPE SPACES, CEILING HEIGHTS, CEILING GRID, LIGHT FIXTURES AND GRILLES BEFORE INSTALLING PIPING. 1. COORDINATE LOCATIONS OF PIPING WITH PIPING, DUCTWORK, CONDUIT AND EQUIPMENT OF OTHER CONTRACTORS. G. COORDINATION F. INSTALL PIPING TO CONSERVE BUILDING SPACE AND NOT INTERFERE WITH USE OF SPACE. CONCEAL PIPING WITHIN WALLS AND CHASES OR ABOVE CEILINGS. E. INSTALL PIPING PARALLEL TO WALLS AND CEILINGS AND AT HEIGHTS WHICH DO NOT OBSTRUCT WINDOWS, DOORWAYS, STAIRWAYS, OR PASSAGEWAYS. OFFSET OR REROUTE PIPING TO CLEAR INTERFERENCES WHICH DEVELOP IN THE FIELD. D. INSTALL PIPING LEVEL, TAKING INTO ACCOUNT DRAINAGE REQUIREMENTS. PIPING SHALL NOT FOLLOW ROOF PITCH WHERE PITCH CHANGES. C. INSTALL PIPE AND FITTINGS IN ACCORDANCE WITH NFPA 13, MANUFACTURERS INSTALLATION INSTRUCTIONS AND RECOGNIZED INDUSTRY PRACTICES. B. PIPE AND FITTINGS: PROVIDE PER NFPA 13. A. DESIGN REQUIREMENTS: ALL SYSTEM COMPONENTS SHALL BE RATED FOR THE MAXIMUM WORKING PRESSURE TO WHICH THEY ARE EXPOSED BUT NOT LESS THAN 175 PSIG. 21 13 13 PIPING A. PROVIDE IDENTIFICATION PER NFPA 13. 21 05 53 IDENTIFICATION 3. ID TO CLOSELY FIT AROUND PIPE, OD THAT COMPLETELY COVERS THE OPENING. 2. ESCUTCHEONS WITH SPRINGS FOR WALL AND CEILING LOCATIONS. 1. INSTALL ONE-PIECE (TWO PIECE FOR EXISTING PIPING) POLISHED CHROME PLATED STEEL ESCUTCHEONS AT PENETRATIONS EXPOSED IN FINISHED ROOMS (ROOMS WHICH DON'T HAVE UNFINISHED CONCRETE FLOORS). G. ESCUTCHEONS 2. SEALANT CONTRACTOR SHALL PROVIDE SEALANTS AT ALL EXPOSED LOCATIONS IN FINISHED ROOMS. 1. FIRE PROTECTION CONTRACTOR SHALL PROVIDE ALL SEALANTS WHERE JOINT IS HIDDEN AND WHERE JOINT IS EXPOSED IN MECHANICAL ROOM. F. SEALANTS E. SEE PLANS FOR ADDITIONAL WALL PENETRATION DETAILS. 3. WHERE UL FIRE-STOP SYSTEM REQUIRES A SLEEVE, FURNISH AND INSTALL SLEEVES FOR NEW DRYWALL WALLS, AND CONCRETE WALLS AND FLOORS. FURNISH SLEEVES TO THE MASON CONTRACTOR FOR INSTALLATION IN NEW MASONRY WALLS. PROVIDE SLEEVE AND GROUT SLEEVE IN EXISTING MASONRY WALLS. 2. SEAL OPENING AROUND PIPE WITH A UL APPROVED FIRE-STOP SYSTEM HAVING AN F-RATING NOT LESS THAN THE HOURLY RATING OF THE ASSEMBLY BEING PENETRATED. 1. SLEEVE REQUIRED FOR PENETRATION OF CONCRETE AND MASONRY WALLS AND FLOORS. D. FIRE RATED INTERIOR WALL AND FLOOR PIPE PENETRATIONS 3. ANCHOR LENGTH SHALL EXCEED DECK DEPTH. 2. ANCHORED TO BOTTOM OF DECK FLUTES, NOT UPPER FLUTE. 1. MAXIMUM HANGER LOAD OF 50 LBS. C. ATTACHMENT TO METAL DECK: HANGERS MAY BE ANCHORED TO METAL FLOOR/ROOF DECK IF ALL THE FOLLOWING CONDITIONS ARE MET: B. HANGERS SHALL NOT BE ATTACHED TO JOIST BRIDGING. A. PROVIDE PIPE HANGERS AND SUPPORTS IN COMPLIANCE WITH NFPA 13. 21 05 29 SUPPORTS AND HANGERS 3. INSPECTIONS SHALL BE MADE BY THE OWNER'S AUTHORIZED REPRESENTATIVE AND INSPECTORS HAVING JURISDICTION. 2. ALL TESTS SHALL BE CONDUCTED IN THE PRESENCE OF AND TO THE SATISFACTION OF THE OWNER OR AN AUTHORIZED REPRESENTATIVE. 1. CONTRACTOR SHALL BE RESPONSIBLE FOR TESTING AND CERTIFICATION OF SYSTEMS AND ORDERING INSPECTIONS AS REQUIRED BY AUTHORITIES HAVING JURISDICTION. N. TESTS AND INSPECTIONS 1. FPC IS RESPONSIBLE FOR VERIFYING AND OBTAINING WATER FLOW TEST DATA FOR DESIGN. TESTS TO BE REPRESENTATIVE OF HIGH WATER USE PERIODS. M. AVAILABLE WATER FLOW DATA 1. PROVIDE OPERATING INSTRUCTIONS FOR A TOTAL OF ONE HALF (0.5) HOUR. MAINTAIN A RECORD OF OPERATING INSTRUCTION PERIODS. L. LEAVE SYSTEM IN PROPER WORKING CONDITION AT THE TIME OF FINAL CLEAN-UP. K. PROVIDE ALL CUTTING AND PATCHING NECESSARY FOR FIRE PROTECTION WORK INSTALLATION UNLESS THIS WORK IS IDENTIFIED TO BE THE WORK OF OTHER CONTRACTORS. PATCHING SHALL MATCH ADJACENT SURFACES. CORE DRILL OR SAW-CUT OPENINGS THROUGH EXISTING CONCRETE. J. COORDINATE WORK WITH OTHER CONTRACTORS AND MAKE ADJUSTMENTS TO THE FIRE PROTECTION SYSTEM INSTALLATION WHERE IT WILL BE INSTALLED IN CLOSE PROXIMITY TO THE WORK OF OTHER TRADES. IF THE FPC INSTALLS WORK BEFORE COORDINATING IT WITH OTHER TRADES SO AS TO CAUSE INTERFERENCE WITH WORK OF OTHER TRADES, THE FPC SHALL MAKE NECESSARY CHANGES IN THE WORK TO CORRECT THE CONDITION WITHOUT EXTRA CHARGES. I. THE REQUIREMENTS OF MUNICIPAL AND STATE CODES, LAWS, ORDINANCES AND REGULATIONS, AND NFPA ARE MADE PART OF THESE SPECIFICATIONS AND SHALL BE COMPLIED WITH AS FAR AS THEY APPLY TO THE WORK. H. DETAILS AND SCHEDULES ARE SHOWN TO AID THE CONTRACTOR AND ARE NOT MEANT TO BE INCLUSIVE OF ALL DEVICES. PROVIDE REQUIRED EQUIPMENT AND ACCESSORIES FOR A COMPLETE INSTALLATION. G. FINAL DESIGN DRAWINGS SHALL BE SUBMITTED TO EXCEL ENGINEERING. 3. NUMBER OF PRINTS AS REQUIRED TO OWNER'S INSURING AUTHORITY. 2. NUMBER OF PRINTS AS REQUIRED TO LOCAL FIRE DEPARTMENT AUTHORITY. 1. EXCEL ENGINEERING F. DRAWINGS INDICATING NEW FIRE PROTECTION SYSTEMS TO BE INSTALLED WITH PIPE SIZES, ETC., AND COPY OF SYSTEMS HYDRAULIC CALCULATIONS SHALL BE SUBMITTED TO THE FOLLOWING FOR REVIEW: E. IF THE CONTRACTOR'S FIRE PROTECTION DESIGN REQUIRES ANY MODIFICATIONS OR ADDITIONS TO THE BUILDING IN ORDER TO MEET THE SPRINKLER SYSTEM REQUIREMENTS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COST OF MODIFICATIONS OR ADDITIONS OR SHALL SPECIFICALLY NOTE IN THE BID THE WORK REQUIRED. D. CONTRACTOR SHALL BE RESPONSIBLE FOR DESIGNING AND SIZING THE DISTRIBUTION SYSTEMS BY HYDRAULIC CALCULATION, AND SHALL PROVIDE THE NECESSARY ENGINEERING DRAWINGS AND CALCULATIONS TO OBTAIN ACCEPTANCE OF ALL AUTHORITIES HAVING JURISDICTION. C. CONTRACTOR SHALL COMPLETE DESIGN AND SUBMIT FOR APPROVAL TO AUTHORITIES HAVING JURISDICTION WITHIN 60 DAYS OF CONTRACT AWARD. CONSTRUCTION REWORK COSTS INCURRED BY OTHER CONTRACTORS DUE TO FAILURE BY FPC TO OBTAIN APPROVAL IN A TIMELY MANNER SHALL BE BORNE BY THE FIRE PROTECTION CONTRACTOR. B. FIRE PROTECTION CONTRACTOR SHALL BE LICENSED BY THE STATE OF WHICH THE WORK IS BEING PERFORMED TO FURNISH AND INSTALL FIRE PROTECTION SYSTEMS. A. PROVIDE A COMPLETE DESIGN/BUILD FIRE PROTECTION SYSTEM FOR THE PROPOSED PROJECT. 21 05 00 BASIC FIRE PROTECTION REQUIREMENTS D. WHER THE F.P.C. IS REQUIRED TO PAINT, THE PAINTING SHALL BE DONE IN ACCORDANCE WITH THE PAINTING PORTION OF THE ARCHITECTURAL SPECIFICATION. C. IF FINISH BECOMES RUSTED, CORRODED, SCRATCHED, OR FLAKED DURING STORAGE OR INSTALLATION, REFINISH THE EQUIPMENT TO THE SATISFACTION OF THE OWNER. B. COORDINATE WORK WITH THE PAINTERS SO THAT ALL EQUIPMENT IS INSTALLED PRIOR TO PAINTING. F.P.C. SHALL PAINT ITEMS IF NOT IN PLACE PRIOR TO NORMAL ROUTINE PAINTING. A. PREPARE EXPOSED PIPE, FITTINGS, SUPPORTS, AND ACCESSORIES FOR FINISH PAINTING IN ROOMS THAT WILL HAVE CEILING AND STRUCTURE PAINTED. 09 91 00 FINISH AND PAINTING 3. FAILURE TO SUBMIT SHOP DRAWINGS SHALL NOT RELIEVE CONTRACTOR FROM PROVIDING THE SPECIFIED EQUIPMENT AND MATERIALS. 2. SHOP DRAWINGS SHALL CLEARLY INDICATE SPECIFIC MODEL BEING PROVIDED WHERE CUT SHEETS SHOW MULTIPLE MODELS. 1. SEE SPECIFICATIONS ON T2 SHEETS FOR ADDITIONAL REQUIREMENTS AND SUBMISSION PROCEDURES. B. SHOP DRAWINGS, PRODUCT DATA, TEST RESULTS AND SAMPLE SUBMITTALS: 1. THE CONTRACTOR IS RESPONSIBLE FOR REVIEWING THE TENANT WORK LETTER AND IS TO CLARIFY ANY DISCREPANCIES WITH EXCEL ENGINEERING, INC. PRIOR TO BEGINNING WORK. A. SEE T2 SHEETS FOR ADDITIONAL REQUIREMENTS. 01 11 00 GENERAL REQUIREMENTS A. SEE T2 SHEETS FOR ADDITIONAL REQUIREMENTS. 00 72 00 GENERAL CONDITIONS DIVISION 21 FIRE PROTECTION DESIGN CRITERIA DESIGNATION SYSTEM HAZARD/ MINIMUM REMOTE HOSE TYPE COMMODITY DENSITY (3) AREA ALLOWANCE LH WET LIGHT HAZARD (1) 0.10 GPM/S.F. 1,500 S.F. (2) 100 GPM OG1 WET ORDINARY GROUP 1 (1) 0.15 GPM/S.F. 1,500 S.F. (2) 250 GPM - CONTRACTOR SHALL VERIFY DESIGN CRITERIA. (1) QUICK RESPONSE HEADS. (2) REDUCE REMOTE AREA BY 2007 NFPA 13 FIG. 11.2.3.2.3.1 FOR AREAS WITH QUICK RESPONSE SPRINKLERS. SEE REFLECTED ARCH PLAN FOR CEILING HEIGHTS. (3) INCREASE AREA OF OPERATION BY 30% FOR AREAS WITH SLOPED CEILING GREATER THAN 1 IN 6. SPRINKLER REQUIREMENTS LOCATION STYLE TEMPERATURE FINISH CUSTOM CENTER OF TILE CLASSIFICATION COLOR (FOR LAY-IN CEILINGS) A CONCEALED ORDINARY WHITE N/A YES B UPRIGHT ORDINARY BRASS N/A N/A - CENTER OF TILE LOCATION ESTABLISHED AFTER CEILING GRID IS INSTALLED. - ALL TEMPERATURES AS LISTED UNLESS OTHERWISE REQUIRED BY NFPA. - SIDEWALL HEADS ARE ACCEPTABLE IN LIEU OF PENDENT WHERE APPLICABLE. CONNECT TO EXISTING EQUIPMENT BY OTHERS. CONNECTION BY FPC EL ELEVATION TYP TYPICAL TTS TIGHT TO STRUCTURE BJ TJ BETWEEN JOISTS THRU JOISTS NIC NOT IN CONTRACT ABBR. MISCELLANEOUS ABBREVIATIONS AFF AFG EC FPC GC HC NTS OC PC WP FIRE - 1 HOUR FIRE - 3 HOUR FIRE - 2 HOUR FIRE - 4 HOUR SYM. NOTE: ALL SYMBOLS SHOWN MAY NOT APPEAR ON DRAWINGS. SYM. IDENTIFICATION IDENTIFICATION LEGEND ABOVE FINISHED FLOOR ABOVE FINISHED GRADE ELECTRICAL CONTRACTOR FIRE PROTECTION CONTRACTOR GENERAL CONTRACTOR / CONSTRUCTION MANAGER HVAC CONTRACTOR NOT TO SCALE ON CENTER PLUMBING CONTRACTOR WEATHER PROOF FIRE RATED WALLS ABBR. DETAIL OR SECTION NUMBER SHEET NUMBER IMP INSULATED METAL PANEL CONCENTRIC JOIST HANGER THRU JOIST BOTTOM CHORD. -NO ANGLE BRACE REQ'D IF LOAD OCCURS WITHIN 4" OF A JOIST PANEL POINT CENTERLINE -DETAIL APPLIES TO LOADS ABOVE OR HUNG BELOW JOISTS IN EXCESS OF 100 LBS. L1 1/2 x 1 1/2 x 3/16 STEEL ANGLE EACH SIDE BY STRUCTURAL STEEL ERECTOR. -LOADS HUNG FROM BOTTOM CHORD SHALL BE CONCENTRICALLY LOADED. CLAMP STYLE THRU-ROD STYLE OR STEEL WASHER PLATE. PANEL POINT. TYP.EA.END 3/16" 1" EXTERIOR OF PIPE OR INSULATION. NON-HARDENING SEALANT (PROVIDE BACKER ROD AS REQUIRED) DRYWALL WALL EXPOSED IN FINISHED ROOMS CHROME PLATED STEEL ESCUTCHEON PLATE CONCEALED SIDE OF WALL, EXPOSED IN MECH. EQUIP. ROOM, OR OUTDOORS 2017 © EXCEL ENGINEERING, INC. SHEET INFORMATION SHEET DATES SHEET ISSUE REVISIONS SHEET NUMBER PROJECT INFORMATION PROJECT NUMBER PROFESSIONAL SEAL 100 CAMELOT DRIVE FOND DU LAC, WI 54935 PHONE: (920) 926-9800 WWW.EXCELENGINEER.COM ARCHITECTS ● ENGINEERS ● SURVEYORS 2/14/2018 3:27:46 PM C:\Users\TonyC\Documents\1757840_Fire_Central_(rvt 2015)_tony.cGCK3T.rvt FEB. 14, 2018 LEGEND, SPEC, SCHEDULES, AND DETAILS 1757840 TENANT BUILD-OUT FOR: PROFILE BY SANFORD 11503 SPRING MILL RD, SUITE 650 ● CARMEL, IN 46032 FP0.1 FIRE PROTECTION SPECIFICATIONS NUMBER SHEET NAME FIRE PROTECTION FP0.1 LEGEND, SPEC, SCHEDULES, AND DETAILS FP1.1 FIRST FLOOR PLAN SHEET INDEX FP0.1 NOT TO SCALE 1 JOIST HANGER CONNECTION DETAIL FP0.1 NOT TO SCALE 2 PIPE PENETRATION THRU STUD WALL 03/29/18 Nick Mishler STANDARD CONSTRUCTION PROVIDE BAKED ENAMEL FINISH OVER GALVANIZED AND BONDERIZED STEEL PROVIDE SELF-CLOSING HINGES PROVIDE INTERNAL REINFORCEMENT OF PANELS FOR HARDWARE, ACCESSORIES, AND GRAB BARS WARRANTY: 1 YEAR ● INSULATE PIPES BELOW COUNTERTOPS (WATER AND WASTE LINES) W/ PVC MOLDED PROTECTION (BY PLUMBING CONTRACTOR) ● MANUAL FLUSH VALVE FOR URINAL MUST NOT EXCEED 44" IN HEIGHT ● ALL DIMENSIONS SHOWN ARE FROM FINISH TO FINISH 2'-10" 2'-3" MIN. 5" 2'-10" MAX. AMERICAN SPECIALTIES MODEL #0332 COUNTER-MOUNTED SOAP DISPENSER, CHROME 1'-10" 2'-10" MAX. 2'-3" MIN. 5" DELTA HDF COMMERCIAL DEMD-311 2x4 CLEATS, FRONT AND BACK SOLID SURFACE UNDER MOUNT SINK - WHITE INSULATE WASTE AND HOT WATER LINE PLAM3 ANGLED BRACE. LAMINATE ALL EXPOSED EDGES SS2 COUNTER & APRON 9" MIN. 8" 3" 11" REMOVEABLE PANEL BETWEEN 2 SUPPORT BRACKETS HEIGHT OF LETTERING 5/8" MIN. TO 2" MAX LETTERING RAISED 1/32" UPPER CASE LETTERS 55" 3" FINISH FLOOR LINE MEN MEN WOMEN UNISEX RESTROOMS WOMEN WALL SIGNAGE (TYP.) MEN EXIT NOTE: PROVIDE TACTILE EXIT SIGNAGE AT FRONT & REAR EXIT DOORS @ 60" A.F.F. TO THE CENTER OF THE SIGN NOTE: LANDLORD TO PROVIDE. COORDINATE SIGN/LETTERING COLOR w/ TENANT PRIOR TO ORDER/INSTALL THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED SIGNAGE AT EXT. DOORS w/ DEAD BOLTS SIGN SHALL HAVE UPPERCASE RAISED LETTERING w/ BACKGROUND OF CONTRASTING COLOR -LETTERING HGT: 1" (25 mm.) WALL MOUNTED SIGNAGE TO BE LOCATED ON THE LATCH SIDE OF DOOR CLEAR OF DOOR-SWING -MANUF./MODEL: CAL-ROYAL / MH-68 WITH BRAILLE -VERIFY AND MEET ACCESSIBILITY CODE STANDARDS OF LOCAL JURISDICTION -(703.4.1) TACTILE CHARACTERS ON SIGN SHALL BE LOCATED 48" MIN. ABOVE THE FINISH FLOOR OR GROUND SURFACE, MEASURED FROM THE BASELINE OF THE LOWEST TACTILE CHARACTER, AND 60" MAX. ABOVE THE FINISH FLOOR OR GROUND SURFACE, MEASURED FROM THE BASELINE OF THE HIGHEST TACTILE CHARACTER -(703.4.2) SIGNS CONTAINING TACTILE CHARACTERS SHALL BE LOCATED SO THAT A CLEAR FLOOR SPACE OF 18" MIN. BY 18" MIN. IS CENTERED ON THE TACTILE CHARACTERS CORRESPONDING GRADE II BRAILLE 48" MIN. 30" MIN. REQ'D CLEAR FLOOR SPACE 17" - 19" 3" MAX. SPOUT HEIGHT 36" MAX. KNEE CLR. 8" MIN. TOE CLR. 6" MAX. MIN. 9" 27" MIN. CONTROLS MUST BE LOCATED IN FRONT OR ON SIDE NEAR FRONT EDGE PROVIDE DISPOSABLE CUP DISPENSER & WASTE RECEPTACLE FOR NON-WHEEL CHAIR USERS TRANS3 EDGE CT7 CT6, CUT SHEET CT5 P3 RECESSED PAPER TOWEL AND WASTE BY OWNER. INSTALLED BY G.C. GRAB BARS PER ADA BY G.C. • PROVIDE BLOCKING IN-COUNTER SOAP DISPENSER PROVIDE BLOCKING AS REQUIRED G.C. TO INSTALL SCHULTER-DILEX- AHK SANITARY COVE AT BASE MIRROR INSTALLED BY G.C. • G.C. TO INSTALL CT4 AROUND FRAME (MIN 4" BEYOND MIRROR PERIMETER) SEE DETAIL 4/A5.0 FOR COUNTER/SINK A5.0 6 5 6 5 4 1 2 3 ADA SIGNAGE -SEE DETAIL 2/A5.0 1'-4" 5'-7" 1'-5" TRANS3 EDGE CT7 CT6, CUT SHEET CT5 P3 CONTINUE TILE WAINSCOT PATTERN ON ALL RESTROOM WALLS GRAB BARS PER ADA. BY GC. PROVIDE BLOCKING WALL CONST. - SEE WALL TYPES BUILD WALL TIGHT TO EXIST. FRAME CONT. ALUM. TRIM EACH SIDE EXIST. WINDOW FRAME BELOW ALUMINUM TUBE - VERIFY DEPTH ALUM. TUBE AND TRIM TO MATCH EXIST. WINDOW FRAME FINISH CONT. CAULK EA. SIDE (CLEAR) EXTEND SOUND BARRIER TO FACE OF GLASS (TYP.) CONT. NEOPRENE GASKET 2" 2016 © EXCEL ENGINEERING, INC. SHEET INFORMATION SHEET DATES SHEET ISSUE REVISIONS SHEET NUMBER PROJECT INFORMATION PROJECT NUMBER PROFESSIONAL SEAL 100 CAMELOT DRIVE FOND DU LAC, WI 54935 PHONE: (920) 926-9800 WWW.EXCELENGINEER.COM ARCHITECTS ● ENGINEERS ● SURVEYORS 2/26/2018 1:35:51 PM C:\Users\JesseH\Documents\1757840_Arch_Central_(rvt2015)_ToddS.rvt FEB. 14, 2018 ENLARGED PLANS 1757840 TENANT BUILD-OUT FOR: PROFILE BY SANFORD 11503 SPRING MILL RD, SUITE 650 ● CARMEL, IN 46032 A5.0 A5.0 SCALE: 1" = 1'-0" 4 RESTROOM COUNTER SECTION/ELEVATION (BY SYMPATECO) A5.0 NOT TO SCALE 2 SIGNAGE DETAIL A5.0 NOT TO SCALE 1 ELECTRIC WATER COOLER VENDOR DELIVERY ITEMS A5.0 SCALE: 1/2" = 1'-0" 6 RESTROOM ELEVATION A5.0 SCALE: 1/2" = 1'-0" 3 RESTROOM - ENLARGED PLAN A5.0 SCALE: 1/2" = 1'-0" 5 RESTROOM ELEVATION A5.0 SCALE: 1 1/2" = 1'-0" 7 WALL CLOSURE DETAIL 03/29/18 Nick Mishler TRUSS SHOWN FOR REFERENCE ONLY P2 3/4" PLYWOOD BACKER FOR TV (5'-0" x 3'-0") IN-WALL CONDUIT FOR OWNER PROVIDED CABLING 3" GROMMET BACK LEFT FOR ELECTRICAL VB1, FRONT OF CABINET ONLY 4-COMBO DATA JACK 2-PC & DIGITAL AUDIO 2-ZONE 1 & ZONE 2 VB2 CONTINUE BEHIND CABINET DO NOT MOUNT TO WALL 3'-4" BLOCKING 5'-8" C L P3 STARTS 6" FROM BOTTOM OF JOIST. JOIST SHOWN FOR REFERENCE ONLY P3 CONTINUE AROUND PERIMETER OF ROOM JOISTS SHOWN FOR REFERENCE ONLY ELEVATION NOTES (TYP.) 1. UNLESS NOTED OTHERWISE, GC TO PROVIDE 2x6 BLOCKING FOR INSTALLATION OF CABINETRY, FIXTURES, AND ACCESSORIES. BLOCKING SHOWN WITH DIAGONAL HATCH PATTERN. 2. SEE SHEET A1.1, FLOOR PLAN FOR ROOM AND OTHER CRITICAL DIMENSIONS. 3. SEE SHEET A1.2, FIXTURE PLAN FOR FF&E LOCATIONS, SCHEDULES, AND RESPONSIBILITY. 4. GC TO INSTALL VINYL BASE AT TOE KICK OF FIXTURES. SEE SHEET A1.3 FOR ADDITIONAL FINISH INFORMATION. 5. SEE ELECTRICAL SHEETS FOR LOCATIONS AND HEIGHTS OF OUTLETS. SEE A1.4 FOR TYPICAL BULKHEAD DETAIL BULKHEAD HEIGHT HOLD (TYP) 7'-6" FINISHED OPENING HEIGHT 8'-4" DOORWAYS SHALL HAVE A CLEAR OPENING WIDTH OF 32" MINIMUM. CLEAR OPENING WIDTH OF DOORWAYS WITH SWINGING DOORS SHALL BE MEASURED BETWEEN THE FACE OF THE DOOR AND STOP, WITH THE DOOR OPEN 90 DEGREES. OPENINGS, DOORS AND DOORWAYS WITHOUT DOORS MORE THAN 24" IN DEPTH SHALL PROVIDE A CLEAR OPENING WIDTH OF 36" MINIMUM. THERE SHALL BE NO PROJECTIONS INTO THE CLEAR OPENING WIDTH LOWER THAN 34" ABOVE THE FLOOR. PROJECTIONS INTO THE CLEAR OPENING WIDTH BETWEEN 34" AND 80" ABOVE THE FLOOR SHALL NOT EXCEED 4" PULLS AND HINGES ARE ADA COMPLIANT • PIVOT HINGES & PUSH PULLS PROVIDED. HARDWARE TO COMPLY w/ ADA REQUIREMENTS • IF SIDE LIGHTS ARE GREATER THAN 8'-0" SIDE LIGHTS NEED TO BE 2 EQUAL PIECES UNLESS OTHERWISE NOTED (SEE PLAN) PRODUCT SPECIES: MDF MANUFACTURER: EL & EL WOOD PRODUCTS DESCRIPTION: CHAIR RAIL - 651MUL DIMENSIONS: 9/16" x 2 1/2" 7'-0" BLOCKING 6'-8" OPEN TO HALLWAY P3 P2 BEHIND FIXTURE VB1 VB1 VB1 VB2 BEHIND FIXTURE VB1 P3 STARTS 6" FROM BOTTOM OF TRUSS TRUSS SHOWN FOR REFERENCE ONLY P1 P1 P1 P1 P1 P1 P1 P1 P1 ACT CEILING TILE IN SUSPENDED GRID OVER BUFFET AREA EXPOSED STRUCTURE OVER RETAIL AREA CT3 CT3 IN-WALL CONDUIT FOR OWNER PROVIDED CABLING 3/4" PLYWOOD BACKER FOR TV (4'-0" x 3'-0") BLOCKING 3'-0" 3'-4" BLOCKING 5'-1" 9'-0" A.F.F. PRE-FINISHED SUSPENDED 10" CEILING FASCIA • SEE RCP A 7'-0" BLOCKING 6'-8" VB1 VB2 BEHIND FIXTURE VB1 VB1 P1 P1 P1 SUSPENDED CEILING - SEE REFLECTED CEILING PLAN P1 P2 BEHIND FIXTURE 7'-2" 3'-6" 6" EXISTING STOREFRONT 3'-0" BLOCKING 2'-8" CT3 CT3 BLOCKING 5'-1" 3'x5' GLASS STAND OFF SIGN (BY OTHERS) 3/4" PLYWOOD BACKER FOR SIGN (5'-6" x 3'-6") VB1 VB2 VB1 VB1 P1 P1 P1 P3 P1 P2 P3 STARTS 6" FROM BOTTOM OF TRUSS TRUSS SHOWN FOR REFERENCE ONLY EXISTING STOREFRONT 7'-2" 1'-10" 2016 © EXCEL ENGINEERING, INC. SHEET INFORMATION SHEET DATES SHEET ISSUE REVISIONS SHEET NUMBER PROJECT INFORMATION PROJECT NUMBER PROFESSIONAL SEAL 100 CAMELOT DRIVE FOND DU LAC, WI 54935 PHONE: (920) 926-9800 WWW.EXCELENGINEER.COM ARCHITECTS ● ENGINEERS ● SURVEYORS 2/26/2018 1:35:49 PM C:\Users\JesseH\Documents\1757840_Arch_Central_(rvt2015)_ToddS.rvt FEB. 14, 2018 DETAILS & ELEVATIONS 1757840 TENANT BUILD-OUT FOR: PROFILE BY SANFORD 11503 SPRING MILL RD, SUITE 650 ● CARMEL, IN 46032 A4.0 A4.0 SCALE: 1/2" = 1'-0" 8 CONSULT ELEVATION A4.0 SCALE: 1/2" = 1'-0" 7 CASHWRAP ELEVATION A4.0 SCALE: 1/2" = 1'-0" 6 BREAKROOM CABINET ELEVATION A4.0 SCALE: 1/2" = 1'-0" 5 CONFERENCE ROOM ELEVATION A4.0 NOT TO SCALE 3 TYPICAL DETAILS A4.0 NOT TO SCALE 4 CONNECTION DETAILS A4.0 NOT TO SCALE 1 PIVOT DOOR ELEVATION A4.0 SCALE: 12" = 1'-0" 2 CHAIR RAIL DETAIL A4.0 SCALE: 1/2" = 1'-0" 10 RETAIL - DISPLAY SHELVING / BUFFET A4.0 SCALE: 1/2" = 1'-0" 11 RETAIL - DISPLAY SHELVING A4.0 SCALE: 1/2" = 1'-0" 9 RETAIL - BACKWRAP 03/29/18 Nick Mishler LIGHTS IN ROOM CENTER GRID IN HALLWAY GC TO PROVIDE / INSTALL CEILING MOUNTED EXHAUST FAN IN RESTROOM (TYP) 1 A1.4 _____________ 2 A1.4 _____________ ALIGN BULKHEAD w/ FULL HEIGHT WALLS ON EACH SIDE 1 A1.4 _____________ 2 A1.4 _____________ CENTER TRACK LIGHTS ON OPENING 5 A1.4 _____________ 5 A1.4 _____________ F 9'-0" 9'-0" CENTER LIGHT IN ROOM F 3 A1.4 _____________ 2'-0" 2'-0" 1'-6" 9'-0" EQ EQ EQ EQ TYP 6'-0" EQ EQ EQ EQ TYP 2'-0" TYP 4'-1" 2'-6" 5'-10 3/4" 8'-4" 6'-9 5/8" 8'-6" R 9'-0" 12'-0" R 9'-0" A STUDS @ 16'' O.C. FASTENED TO STRUCTURE ABOVE - SEE PLAN FOR STUD SIZE PROVIDE 45° BRACE FOR VERTICAL MEMBER @ 4'-0'' O.C. AS REQ'D ACOUSTICAL TILE CEILING IN SUSPENDED GRID 5/8'' GYPSUM BD. (TYP.) 4" MIN. B/O CEILING 9'-0" T/O FRAME 8'-4" PIVOT WINDOW FRAME _____________ A4.0 4 REFLECTED CEILING PLAN NOTES: • LIGHT FIXTURE PACKAGE TO BE SUPPLIED BY OWNER. • ALL LIGHT FIXTURES TO BE REVIEWED BY OWNER FOR AESTHETICS APPROVAL BEFORE ORDERING. • LIGHT FIXTURES IN RETAIL AND CONFERENCE ROOM SHALL BE ON DIMMERS. • TRACK FIXTURE: - AT 9'-0" LAY-IN CEILINGS FIXTURE SHALL HAVE 12" RIGID STANDOFFS. -AT 10'-0" LAY-IN CEILINGS FIXTURE SHALL HAVE 24" RIGID STANDOFFS. • TRACK FIXTURE AT EXPOSED STRUCTURE CEILING (WHERE APPLICABLE) SHALL HAVE RIGID STANDOFFS EXTENDED FROM STRUCTURE ABOVE WITH THE FIXTURE HEAD AT ±7'-6" A.F.F. • CIRCULAR TRACK FIXTURE: -AT 9'-0" LAY-IN CEILINGS FIXTURE SHALL HAVE 6" RIGID STANDOFFS. -AT 10'-0" LAY-IN CEILINGS FIXTURE SHALL HAVE 18" RIGID STADOFFS. • AT RETAIL AND CONFERENCE ROOMS WITH EXPOSED STRUCTURE CEILING, (WHERE APPLICABLE) ALL DUCTS SHALL BE ROUND SPIRAL AND ALL VENTS TO HAVE ROUND COIL DIFFUSERS. • 10" CEILING FACIA - 6 WEEK LEAD TIME • WATER HEATER LOCATION: SEE SHEET A1.1-GENERAL NOTES, SHEET A1.2 FIXTURE PLAN, & 6/A4.0 . B/O SOFFIT 7'-2" T/O SOFFIT 9'-0" WING WALL BEYOND BACKING WALL ASSEMBLY PLYWOOD DUST COVER 5/8" GYP BOARD WITH CORNER TRIM TOP AND BOTTOM METAL STUDS @ 16" w/ LIGHT GAUGE HEADER ACROSS OPENING 5/8" GYP BOARD SOFFIT B/O SOFFIT 7'-2" CEILING SEE RCP WING WALL BEYOND BACKING WALL ASSEMBLY EXTENDS UP TO ROOF DECK ABOVE 5/8" GYP BOARD WITH CORNER TRIM AT BOTTOM METAL STUDS @ 16" w/ LIGHT GAUGE HEADER ACROSS OPENING 5/8" GYP BOARD SOFFIT 6" ACOUSTICAL TILE CEILING IN SUSPENDED GRID CEILING IN SUSPENDED GRID ACOUSTICAL TILE O.C. AS REQ'D VERTICAL MEMBER @ 4'-0'' PROVIDE 45° BRACE FOR 5/8'' GYPSUM BD. (TYP.) STUDS @ 16'' O.C. FASTENED TO STRUCTURE ABOVE - SEE PLAN FOR STUD SIZE 4" MIN. 4" MIN. BULK HEAD ELEVATION SEE PLAN ELEVATION SEE PLAN ELEVATION SEE PLAN O.C. AS REQ'D VERTICAL MEMBER @ 4'-0'' PROVIDE 45° BRACE FOR 5/8'' GYPSUM BD. (TYP.) STUDS @ 16'' O.C. FASTENED TO STRUCTURE ABOVE - SEE PLAN FOR STUD SIZE 4" MIN. ELEVATION SEE PLAN STUDS @ 16'' O.C. FASTENED TO STRUCTURE ABOVE - SEE PLAN FOR STUD SIZE PROVIDE 45° BRACE FOR VERTICAL MEMBER @ 4'-0'' O.C. AS REQ'D ACOUSTICAL TILE CEILING IN SUSPENDED GRID 5/8'' GYPSUM BD. (TYP.) 4" MIN. ELEVATION SEE PLAN ELEVATION SEE PLAN ADJUST ACT GRID SO THAT SUSPENDED 10" FASCIA RUNS TIGHTLY PAST LOW WING WALL • TERMINATE FASCIA INTO FULL HEIGHT WALL BEYOND T/WALL ACT +6" ACT SEE RCP ADJUST ACT GRID SO THAT SUSPENDED 10" FASCIA RUNS ABOVE AND INLINE w/ EDGE OF LOW WING WALL • TERMINATE FASCIA INTO FULL HEIGHT WALL BEYOND ACT SEE RCP A B (SEE PLAN FOR LOCATIONS) PLEASE NOTE NOT ALL CONDITIONS MAY BE USED ADJUST ACT GRID SO THAT SUSPENDED 10" FASCIA RUNS TIGHTLY PAST LOW WING WALL AND ABOVE 9'-0" WING WALL • TERMINATE FASCIA INTO FULL HEIGHT WALL BEYOND T/WALL ACT +6" ACT SEE RCP C T/WALL 9'-0" 2016 © EXCEL ENGINEERING, INC. SHEET INFORMATION SHEET DATES SHEET ISSUE REVISIONS SHEET NUMBER PROJECT INFORMATION PROJECT NUMBER PROFESSIONAL SEAL 100 CAMELOT DRIVE FOND DU LAC, WI 54935 PHONE: (920) 926-9800 WWW.EXCELENGINEER.COM ARCHITECTS ● ENGINEERS ● SURVEYORS 2/26/2018 1:35:47 PM C:\Users\JesseH\Documents\1757840_Arch_Central_(rvt2015)_ToddS.rvt FEB. 14, 2018 REFLECTED CEILING PLAN 1757840 TENANT BUILD-OUT FOR: PROFILE BY SANFORD 11503 SPRING MILL RD, SUITE 650 ● CARMEL, IN 46032 4' 0' 4' 8' A1.4 NORTH SCALE: 1/4" = 1'-0" REFLECTED CEILING PLAN A1.4 SCALE: 1 1/2" = 1'-0" 3 BULKHEAD DETAIL A1.4 SCALE: 1 1/2" = 1'-0" 1 SOFFIT DETAIL A1.4 SCALE: 1 1/2" = 1'-0" 2 SOFFIT DETAIL A1.4 SCALE: 1 1/2" = 1'-0" 4 BULKHEAD DETAIL A1.4 SCALE: 1 1/2" = 1'-0" 5 BULKHEAD DETAIL A1.4 SCALE: 1 1/2" = 1'-0" 6 BULKHEAD DETAIL A1.4 SCALE: 1" = 1'-0" 7 FASCIA DETAIL 03/29/18 Nick Mishler MENS RESTROOM 112 CONSULT 5 105 STORAGE 115 P2 PAINT P1 TO 6" BELOW TRUSS. PAINT P3 FROM 6" BELOW TRUSS TO BOTTOM OF DECK SEE MATERIAL LEGEND FOR FINISH DESIGNATIONS AND DEFINITIONS. SEE ELEVATIONS FOR ADDITIONAL FINISH CLARIFICATION FINISH NOTES 1. CT1 TO BE INSTALLED STAGGERED PER MANUFACTURER'S RECOMMENDATIONS. SEE PLAN FOR INSTALLED DIRECTION. 2. WHERE SEALED CONCRETE IS SPECIFIED, APPLY ONE COAT OF CURING/SEALER. 3. AT TILE INSTALLATIONS, UTILIZE CAULK AND BACKER ROD AT ALL PERIMETERS AND CORNERS JOINTS FOR MOVEMENT. INSTALL PER TCA & MANUFACTURER'S RECOMMENDATIONS 4. UTILIZE GRAY COLORED THIN SET WHEN INSTALLING TILE. 5. 1/8" GROUT JOINT TYPICAL WHEN INSTALLING CT1 & CT4-6. 6. ALL WALLS P1 UNLESS NOTED OTHERWISE (SEE FINISH PLAN) 7. ALL WALLS TO BE A LEVEL 4 FINISH. 7.1. WALLS WITH WC1 AND WC2 SHALL BE PRIMED TO ACCEPT OWNER PROVIDED WALL COVERING AT THE ENTIRE WALL. 7.2. WALLS WITH SIGN1 SHALL BE PAINTED P1 FOR RANDOM OWNER PROVIDED CUSTOM SIGN. INSTALLED BY OTHERS. 7.3. ALL PAINTED WALLS SHALL RECEIVE A LIGHT ORANGE PEEL TEXTURE. 7.4 ALL WALL COVERING/SIGN WALLS SHALL HAVE NO ORANGE PEEL TEXTURE 8. ALL EXPOSED CEILING FIXTURES/DUCTS/GRILLS THAT ARE VISABLE BELOW JOISTS ARE TO BE PAINTED P3. WHERE FIXTURE MEETS THE WALL, THE WALL SHALL BE THE PAINT COLOR OF THE WALL AS INDICATED ON FINISH PLANS. FINISHED PAINT DETAIL SHOULD LOOK LIKE FIGURE 2. CPT2, CUT TO 9"x36" CPT1, CUT TO 9"x36" CPT1, CUT TO 9"x36" CPT2, CUT TO 9"x36" CPT1, CUT TO 9"x36" CPT2, CUT TO 9"x36" CPT1, CUT TO 9"x36" CPT2, CUT TO 9"x36" CPT1, CUT TO 9"x36" CPT2, CUT TO 9"x36" CPT1, CUT TO 9"x36" CPT2, CUT TO 9"x36" CPT2, CUT TO 9"x36" CPT1, CUT TO 9"x36" MATERIAL LEGEND CODE MANUFACTURER STYLE COLOR SIZE ACT-1 USG RADAR, TEGULAR EDGE WHITE NOTES 24" x 24" INSTALL MONOLITHIC. INSERT RANDOMLY INTO CPT1 AT APPROXIMATELY 15% OF OVERALL COVERAGE (QTY 7 - 9" x 16" OF CPT2 PER QTY 24 18" x 36" OF CPT1). SEE FIGURE 1 THIS SHEET CT1 BEIGE 6" x 36" CT2 NOT USED CT3 BEDROSIAN MEDITERRANEAN BEIGE MEDITERRANEAN BEIGE ECLIPSE (SPLIT FACE) DRY STACK CT4 MSI GLASS BRICK MOSAICS 2" x 1" BRICK, 12" x 12" SHEET CT5 BEDROSIAN 12" x 12" CT6 CALABRIA BR LINEAL BRICK BR 13" x 13" SHEET, CUT IN HALF CT7 BEDROSIAN 3" x 6" CPT1 SHAW CONTRACT VERTICAL EDGE TILE, #59114 PAPRIKA MARGIN, #67156 18" x 36" TILE (6.40 MM THICKNESS) INSTALL MONOLITHIC. CUT CPT1 TILES AS NECESSARY TO ACCOMMODATE PATTERN SHOWN IN FIGURE 1 THIS SHEET. CPT2 SHAW CONTRACT COLOUR PLANK TILE, #59595 PAPRIKA, #95668 18" x 36" TILE, FILED CUT TO 9" x 36" (6.40 MM THICKNESS) TRANS1 SCHLUTER SYSTEMS SCHIENE, AE125-R SATIN ANODIZED ALUMINUM 12MM TILE & CARPET TRANSITION, FLOAT CARPET TO MATCH HEIGHT. USE R-PROFILE FOR CURVES P1 SHERWIN WILLIAMS DOWNY SW 7002 - EGGSHELL PLAM3 WILSONART CLASSIC LINEN 4943-38 - SS1 CORIAN - BISQUE - ALSO USED AT WINDOW SILLS VB1 JOHNSONITE COVED SNOW WHITE, #01 4"H ROLL USE WITH P1 & P3 WC1 OMAHA NEON CUSTOM WALL COVERING - 48"W ROLLS WORD WALL COVERING, NO PATTERN MATCH/REPEAT TRANS2 TRANS3 SCHLUTER SYSTEMS JOHNSONITE P2 P3 SS2 VB2 WC2 SHERWIN WILLIAMS SHERWIN WILLIAMS CORIAN JOHNSONITE OMAHA NEON EG-XX-H SCHIENE, AE100 RUCOUS ORANGE TWILIGHT GRAY - COVED CORE PRINCIPLES COVERING PEBBLE WG, #32 SATIN ANODIZED ALUMINUM SW 6883 SW 0054 THYME CARROT, #140 - 10MM - - - 4"H ROLL 48"W ROLLS CARPET AND CONCRETE TRANSITION TILE EDGE & WALL TRANSITION EGGSHELL EGGSHELL USE WITH P2 CORE PRINCIPLE WALL COVERING, NO PATTERN MATCH/REPEAT PROVIDE THE FOLLOWING ITEMS FOR MAINTENANCE STOCK: 1. PROVIDE A MINIMUM OF 20 EXTRA CEILING TILE PANELS. 2. PROVIDE CARPET TILE, IN ALL COLORS, EQUAL TO 4% OF AMOUNT INSTALLED. 3. PROVIDE A MINIMUM OF 1 GAL. EXTRA PAINT FOR EACH COLOR INSTALLED. 4. PROVIDE NOT LESS THAN 10 LINEAL FEET FOR EACH 500 LINEAL FEET OR FRACTION THEREOF, IN ROLL FORM OF EACH MATERIAL, STYLE AND COLOR OF VINYL WALL BASE INSTALLED. 5. INSTALLING CONTRACTOR TO PROVIDE WALL COVERING ADHESIVE. CG1 TRIMACO MODEL# 01184G CLEAR 1.125" x 1.125" x 48" (.0625 THICKNESS) PLASTIC CORNER GUARD. INSTALL IN CONFERENCE ROOM OPENINGS TO PROTECT HIGH TRAFFIC AREAS. GC TO VERIFY LENGTHS NEEDED & FIELD CUT CR1 EL & EL WOOD PRODUCTS MODEL #651MUL PAINTED SW 0054 TWILIGHT GRAY 9/16" x 2 1/2" SIGN1 OMAHA NEON CUSTOM SIGN - - DELTA SIGN, SIGN CO. TO INSTALL • ALL FLOORING, WALL TILE, THIN SET, GROUT, GROUT COLOR, BASE AND TRANSITIONS WILL BE PROVIDED BY THE OWNER • ADHESIVE FOR CARPET, BASE AND TRANSITIONS IS TO BE PROVIDED BY THE CONTRACTOR FLORIM ELITE 12" x 12" DAGNY FABRIQUE WHITE DAGNY FABRIQUE WHITE • FLOOR GROUT COLOR - 3934P DELOREAN GREY - 25# POWER GROUT • WALL GROUT COLOR - 3903 BIRCH - 25# POWER GROUT • SHAW 5000 ADHESIVE FOR CARPET TILE INSTALLATION • PREMIUM COVE BASE ADHESIVE FOR VINYL BASE INSTALLATION (EX. HENRY'S, PARABOND, MAPEI) SONOMA BLEND GENERAL CONTRACTOR IS RESONSIBLE FOR ACCEPTING DELIVERIES, UNLOADING OF AND PLACING OF FLOORING MATERIALS IN A SECURE AREA PROVIDED BY THE OWNER UNTIL TIME OF INSTALLATION 2016 © EXCEL ENGINEERING, INC. SHEET INFORMATION SHEET DATES SHEET ISSUE REVISIONS SHEET NUMBER PROJECT INFORMATION PROJECT NUMBER PROFESSIONAL SEAL 100 CAMELOT DRIVE FOND DU LAC, WI 54935 PHONE: (920) 926-9800 WWW.EXCELENGINEER.COM ARCHITECTS ● ENGINEERS ● SURVEYORS 2/26/2018 1:35:46 PM C:\Users\JesseH\Documents\1757840_Arch_Central_(rvt2015)_ToddS.rvt FEB. 14, 2018 FINISH PLAN 1757840 TENANT BUILD-OUT FOR: PROFILE BY SANFORD 11503 SPRING MILL RD, SUITE 650 ● CARMEL, IN 46032 A1.3 NORTH SCALE: 1/4" = 1'-0" FINISH PLAN ROOM FINISH SCHEDULE ROOM # ROOM NAME FLOOR BASE WALL FINISH CEILING FINISH REMARKS 100 RETAIL CT1/CPT1,CPT2 VB1/VB2 P1/P2/P3/CT3/SIGN1 ACT-1/EXPOSED EXPOSED CEILING STRUCTURE - PAINT P3 101 CONSULT 1 CPT1/CPT2 VB1 P1/P3/WC1/CR1 ACT-1 SEE DETAIL 2/A4.0 102 CONSULT 2 CPT1/CPT2 VB1 P1/P3/WC1/CR1 ACT-1 SEE DETAIL 2/A4.0 103 CONSULT 3 CPT1/CPT2 VB1 P1/P3/WC1/CR1 ACT-1 SEE DETAIL 2/A4.0 104 CONSULT 4 CPT1/CPT2 VB1 P1/P3/WC1/CR1 ACT-1 SEE DETAIL 2/A4.0 105 CONSULT 5 CPT1/CPT2 VB1 P1/P3/WC1/CR1 ACT-1 SEE DETAIL 2/A4.0 106 CONSULT 6 CPT1/CPT2 VB1 P1/P3/WC1/CR1 ACT-1 SEE DETAIL 2/A4.0 110 HALLWAY CPT1/CPT2 VB1 P1 ACT-1 111 WOMENS RESTROOM CT1 CT5 P3/CT4/CT5/CT6/CT7 ACT-1 112 MENS RESTROOM CT1 CT5 P3/CT4/CT5/CT6/CT7 ACT-1 113 DISCOVERY ROOM CPT1/CPT2 VB1/VB2 P1/P2/WC2 EXPOSED EXPOSED CEILING STRUCTURE - PAINT P3 114 BREAKROOM SEALED CONCRETE VB1 P1 EXPOSED EXPOSED CEILING STRUCTURE - PAINT P3 115 STORAGE CPT1/CPT2 VB1 P1 ACT-1 116 DATA SEALED CONCRETE VB1 P1 EXPOSED PAINT WALLS UP TO 9'-0" NO PAINT ON EXPOSED STRUCTURE NOT TO SCALE FIGURE 1 NOT TO SCALE FIGURE 2 4' 0' 4' 8' 03/29/18 Nick Mishler 011 010 022 C602 C501 C110 C110 EP A4.0 6 A4.0 5 A4.0 1 A4.0 7 A4.0 8 001 BAG HOOKS - LOWER HOOKS @ 3'-4" - UPPER HOOKS @ 5'-6" 035 035 DELTA SIGN C211 C211 C211 C211 C211 C211 C211 C211 C110 C110 C110 035 035 003 C301 006 C300 035 C110 C406 C102 C102 C100 C206 C206 C408 C407 C409 C410 037 C411 C410 037 C411 C410 037 C411 C410 037 C411 C410 037 C411 C206 3'-6" NEW ALUM ENTRANCE DOOR TO MATCH EXISTING C601 FUTURE TENANT SPACE 2,094 SQ. FT. 26'-1" 30'-0" WOMENS RESTROOM 111 DISCOVERY ROOM 113 MENS RESTROOM 112 C101 C101 C101 C101 C101 C101 013 009 C302 C506 _____________ A5.0 1 _____________ A5.0 3 CORE PRINCIPLE COVERING C101 C101 C101 C101 C101 C101 028L C507 028R C507 016 034 C503 C101 C101 C101 C503 CONSULT 5 105 006 C300 C102 C102 C410 037 C411 035 C100 STORAGE 115 C201 C201 029 1'-6" 033 FF&E DIVISION OF WORK TAG DESCRIPTION FURNISHED BY INSTALLED BY REMARKS 001 CASH WRAP, LEFT/RIGHT S.I. 002 BACK WRAP 003 BUFFET 116" 004 DISPLAY SHELVING, SINGLE WIDE 005 DISPLAY SHELVING, DOUBLE WIDE 006 CONSULTANT ROOM CABINETS 007 OMITTED 008 009 CONFERENCE ROOM CABINET 010 42" ROUND TABLE, HIGH 011 36" ROUND TABLE, LOW 013 TIERED SHELF, FREESTANDING 014 OMITTED 015 PORTABLE TABLE, 24"D x 48"W 016 RESTROOM CABINET ORGANIZER C100 SITONIT WIT TASK CHAIR OWNER OWNER C101 SITONIT LUMIN CHAIR OWNER C102 SITONIT WIT SIDE CHAIR OWNER C103 LOUNGE SEATING OWNER C211 WIRE SHELVING, 24"D x 48"W OWNER GC w/ SURFACE MOUNTED FLOOR TRACK C200 LOCKERS OWNER GC PROVIDE 12"H BLOCKING AT 60" AFF, WIDTH OF LOCKERS C403 TWO-DOOR FREEZER (RETAIL) OWNER C402 C401 UNDERCOUNTER REFRIGERATOR OWNER DANBY #DAR026A2BSLDB C300 32" FLAT SCREEN TV & WALL MOUNT OWNER OWNER VERIFY INSTALL HEIGHT C301 OWNER OWNER C302 OWNER OWNER C600 SIGNAGE ON STAND-OFF'S OWNER OWNER GC TO COORDINATE INSTALL w/ OMAHA NEON 033 BAG HOOKS, SET OF FOUR S.I. GC PROVIDE BLOCKING, SEE PLAN C602 U6 DATA ROOM RACK OWNER OWNER C201 SHELVING, 14"D x 30"W OWNER GC C400 MICROWAVE OWNER GC C601 EXTERIOR SIGNAGE OWNER OWNER SEE ELEC. LAYOUT. Gc TO COOR. INSTALL w/ OMAHA NEON C500 MOP SINK GC GC C501 WATER HEATER RESTROOM COUNTER, LAV & FAUCET C503 WATER CLOSET C504 URINAL (WHERE REQUIRED) C202 C207 034 COAT HOOK S.I. GC DOOR MOUNT @ 65" AFF, TOP OF HOOK, PROVIDE BLOCKING C204 C505 OMITTED S.I. S.I. S.I. S.I. S.I. S.I. S.I. S.I. S.I. S.I. S.I. GC AURORA MODEL #: GMF48 - DIM: 54.4"W X 31.5"D X 83.5"H FREEZER TO BE UNLOADED AND INSTALLED BY GC, REMOVE CASTERS 48" FLAT SCREEN TV & WALL MOUNT VERIFY INSTALL HEIGHT 65" FLAT SCREEN TV & WALL MOUNT VERIFY INSTALL HEIGHT GC GC GC GC WALL MOUNTED LAVATORY GC GC R=RH SOAP DISPENSER, L=LH SOAP DISPENSER, SEE PLUMBING SCHEDULES • S.I. = SYMPATECO, INC. • ALL ELECTRICAL AND PLUMBING CONNECTIONS BY GC (PLEASE NOTE NOT ALL FIXTURES MAY BE USED) GC GC GC GC GC GC GC GC C506 DRINKING FOUNTAIN/BOTTLE FILLING STATION GC GC SEE PLUMBING SCHEDULES C404 2-DOOR FREEZER (BACK ROOM) OWNER GC AURORA - MODEL#: ABF2 - DIM: 54.4"W X 31.5"D X 82.2"H FREEZER TO BE UNLOADED AND INSTALLED BY GC 018 BUFFET (102") S.I. 020 DISPLAY SHELVING, TRIPLE WIDE S.I. 022 FLOOR DISPLAY STAND S.I. OWNER OWNER OWNER GC GC DESK TO BE CENTERED ON THE WALL FRIGIDAIRE #FFCM1134LS SEE PLUMBING SCHEDULES SEE PLUMBING SCHEDULES LAV-UNDERMOUNT SINK BOWEL W/COUNTER TOP, W/ADA OFFSET DRAIN, R= RH SOAP DISPENSER, L=LH SOAP DISPENSER, SEE PLUMBING SCHED. SEE PLUMBING SCHEDULES WIRE SHELVING, 18"W x 36"D OWNER GC C405 1-DOOR FREEZER (BACK ROOM) OWNER GC AURORA - MODEL#: ABF1-L - DIM: 27"W X 31.5"D X 83.1"H FREEZER TO BE UNLOADED AND INSTALLED BY GC GC GC GC GC GC GC GC 035 COAT HOOKS, QTY. 2 (12" BETWEEN) S.I. GC WALL MOUNT @ 65" AFF, TOP OF HOOK, PROVIDE BLOCKING WIRE SHELVING, 24"W x 60"D WIRE SHELVING, 18"W x 60"D OWNER GC OWNER GC C406 REFRIGERATOR (BACK ROOM) OWNER GC KENMORE - MODEL#: 60082 - COLOR: WHITE DIM: 29.87"W X 31.87"D X 68.87"H 3-DOOR FREEZER (BACK ROOM) AURORA - MODEL#: ABF3 - DIM: 81.9"W X 31.5"D X 83.1"H FREEZER TO BE UNLOADED AND INSTALLED BY GC OWNER GC C203 WIRE SHELVING, 18"W x 48"D OWNER GC C208 WIRE SHELVING, 24"W x 72"D OWNER GC C205 WIRE SHELVING, 24"W x 36"D OWNER GC C507 BATHROOM TRASH RECEPTACLE OWNER GC GEORGIA-PACIFIC MODEL #59451 C209 WIRE SHELVING, 24"W x 36"D OWNER GC w/SURFACE MOUNTED RAIL TRACK C210 WIRE SHELVING, 24"W x 42"D OWNER GC w/SURFACE MOUNTED RAIL TRACK 025 DISPLAY SHELVING, DOUBLE WIDE S.I. GC 5'-0" TALL 027 BREAKROOM SINK CABINET w/UNDER COUNTER REFRIGERATOR S.I. GC SEE PLUMBING SCHEDULE FOR SINK AND FAUCET GC 028 BREAKROOM SINK CABINET (NO UNDER COUNTER REFRIGERATOR) S.I. GC SEE PLUMBING SCHEDULE FOR SINK AND FAUCET C206 WIRE SHELVING, 24"W x 48"D OWNER GC SEE PLUMBING SCHEDULES GENERAL CONTRACTOR TO ACCEPT DELIVERY, UNLOAD AND PLACE THE FOLLOWING OWNER PROVIDED ITEMS IN A SECURE PLACE UNTIL INSTALLATION. THE OWNER WILL COORDINATE AND SCHEDULE DELIVERY OF THESE ITEMS BASED ON THE GENERAL CONTRACTORS SCHEDULE: 1. ALL SYMPATECO (SI SUPPLIED) ITEMS 2. FRIDGES AND FREEZERS IDENTIFIED ON THE PLAN 3. LIGHTING FIXTURES 4. FLOORING (CARPET, TILE AND ACCESSORIES) 5. PROFILE SUPPLIED IT EQUIPMENT 6. SHELVING SHOWN ON THE PLAN 7. PROFILE PROVIDED MISC. MATERIALS (COMES ON 1 - 2 PALLETS) C407 PAPER TOWEL DISPENSER (BREAKROOM) OWNER GC C408 SOAP DISPENSER (BREAKROOM) OWNER GC C409 CORKBOARD (BREAKROOM) OWNER GC STADIOMETER (CONSULT ROOMS) 037 13" X 13" TILE S.I. GC SITS ON THE FLOOR FOR THE SCALE TO SIT ON SCALE C110 PIVOT DOORS, LEFT/RIGHT OWNER OWNER REFER TO SHOP DRAWINGS FOR DIMENSIONS. FINISHED OPENING SIZE SHALL BE 8'-4" TALL x ROOM WIDTH (SEE PLAN) CENTER ON WALL (TYP). CONTACT OWNER FOR MOUNTING HEIGHT AND LOCATION IN ROOM C410 OWNER GC C411 OWNER OWNER 012 S.I. GC C412 SOAP DISPENSER (RESTROOM) OWNER GC AMERICAN SPECIALTIES #0332 FOR WALL HUNG LAV ONLY 023 DISPLAY SHELVING, TRIPLE WIDE S.I. GC 024 LAMINATE COUNTER (TRIPLE WIDE) S.I. GC TO BE USED WITH 5'-0" TRIPLE WIDE SHELVING 5'-0" TALL 026 LAMINATE COUNTER (DOUBLE WIDE) S.I. GC TO BE USED WITH 5'-0" DOUBLE WIDE SHELVING 029 PERFORM COUNTER DISPLAY S.I. GC TO BE USED ON THE CASH WRAP 2016 © EXCEL ENGINEERING, INC. SHEET INFORMATION SHEET DATES SHEET ISSUE REVISIONS SHEET NUMBER PROJECT INFORMATION PROJECT NUMBER PROFESSIONAL SEAL 100 CAMELOT DRIVE FOND DU LAC, WI 54935 PHONE: (920) 926-9800 WWW.EXCELENGINEER.COM ARCHITECTS ● ENGINEERS ● SURVEYORS 2/26/2018 1:35:44 PM C:\Users\JesseH\Documents\1757840_Arch_Central_(rvt2015)_ToddS.rvt FEB. 14, 2018 FIXTURE PLAN 1757840 TENANT BUILD-OUT FOR: PROFILE BY SANFORD 11503 SPRING MILL RD, SUITE 650 ● CARMEL, IN 46032 A1.2 NORTH SCALE: 1/4" = 1'-0" FIXTURE PLAN 4' 0' 4' 8' 03/29/18 Nick Mishler 19'-10 5/8" 4 7/8" 7'-6" 9" HOLD 9'-5" 9" HOLD 4'-9" 1'-4" 2'-0" HOLD 9'-8" 9" 4'-6 1/4" 9" HOLD 7'-4" 4'-4" 2'-0" 2'-9" HOLD 10'-11" 9" 7'-9 1/2" 1'-4" 12'-0 1/8" 4 7/8" 4'-6 1/4" 4 7/8" 12'-0 1/8" 8'-4 3/4" 4 7/8" 8'-1 5/8" 4 7/8" 5'-11 1/8" 4 7/8" 5'-8 3/4" 26'-11 3/8" 4 7/8" 2'-0" 2'-2" 1'-4" 1 1* 1 5 3 1 1 3 1 1 2 2 2 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 1 1 1 1 1 1 1 1 100 101 102 104 103 105 106 111 112 114a 115 116 X114b A5.0 7 • LANDLORD RESPONSIBLE FOR METAL FRAMING OF NEW DEMISING WALL • GYP BOARD ON DEMISING WALLS IS TENANTS RESPONSIBITY SEE TRUSS REVIEW LETTER SUBMITTED WITH SET REMARKS: 1. NEW INTERIOR DOORS SHALL BE SOLID CORE, 5-PLY WOOD w/ WELDED HOLLOW METAL FRAMES. DOOR AND FRAME SHALL BE PAINTED TO MATCH WALL. 2. SEE DOOR DETAILS , , & . 3. GC TO VERIFY EXISTING HARDWARE MEETS TENANTS REQUIRMENTS, IS IN GOOD WORKING ORDER, ANDCOMPLIES w/ ADA. IF NOT, CONTRACTOR TO REPLACE w/ COMPLIANT HARDWARE. 4. GC TO PREP/PAINT EXISTING INTERIOR AND EXTERIOR OF DOOR AND FRAME TO MATCH ADJACENT WALLS. GC TO VERIFY WXTERIOR FINISH WITH BUILDING OWNER 5. DOOR AND ALL ASSOCIATED HARDWARE TO BE PROVIDED BY OWNER 6. ADD NEW ALUMINUM DOOR INTO EXISTING ALUMINUM STOREFRONT FRAME. NEW DOOR, GLAZING, FRAME AND HARDWARE TO MATCH EXISTING DOOR, GLAZING, FRAME AND HARDWARE IN FUTURE TENANT SPACE. GENERAL NOTES: 1. RE-KEY ALL EXISTING ENTRY/EXIT DOORS. PROVIDE 10 KEYS 2. PROVIDE IVES U696 150° VIEWER AT EXISTING REAR EXIT DOOR(S) WITHOUT VIEW PANELS. HARDWARE SET SCHEDULE SET DESCRIPTION LOCKSET: AL SERIES, PRIVACY (AL40S/F76)* HINGES: IVES, 1-1/2 PAIRS, 4.5x4.5 WALL STOP: IVES, WS447 CLOSER: PULL SIDE REG (689) NORTON 7501 1 LOCKSET: AL SERIES, STOREROOM (AL80PD/F86) HINGES: IVES, 1-1/2 PAIRS, 4.5x4.5 2 LOCKSET: AL SERIES, PASSAGE (AL10S/F75) HINGES: IVES, 1-1/2 PAIRS, 4.5X4.5 3 HARDWARE NOTES: 1. ALL HARDWARE FINISH TO BE 626/US26D, SATIN CHROMIUM PLATED/BRUSHED CHROME OR SIMILAR FINISH 2. UTILIZE SATURN TYPE LEVER. 3. ALL DOORS TO HAVE THREE (3) SILENCERS (TYPICAL) 4. PROVIDE BLOCKING AT WALL STOP. 5. ALL HINGES TO BE FULL MORTISE, BALL BEARING (STANDARD/MEDIUM DUTY). STAINLESS STEEL PIN. 1/A4.0 3/A4.0 4/A4.0 WD1 SOLID CORE WOOD DOOR HM1 SEE SCHEDULE 2" 2" SCHED. SEE 2" HOLLOW METAL FRAME GROUT CORES SOLID BEHIND CABINET FLOOR LINE METAL STUD WALL WOOD STUD WALL CMU WALL FIRE EXTINGUISHER / CABINET SPECIFICATION: MANUFACTURER: JL INDUSTRIES, INC. PRODUCT: FIRE EXTINGUISHER CABINET -MODEL 'AMBASSADOR' 1017V10 -PROVIDE 'FIRE-FX' FIRE RATED TUB OPTION WHEN LOCATED IN RATED WALLS (1 & 2 HOUR-RATED) -PROVIDE BLACK VERTICAL LETTERING SPELLING 'FIRE EXTINGUISHER' ON CABINET DOOR MISC: PAINT CABINET TO MATCH ADJACENT WALL FINISH 4'-6" MAX. VERIFY MANUF. SPECS R.O. PER VERIFY MANUF. SPECS R.O. PER (TYP.) 4" MAX. FIRE EXTINGUISHER: - 'COSMIC' 10E 10 lb. CAPACITY ; 4A-80BC RATING GENERAL NOTES -SEE DETAIL 6/A4.0 -SEE DETAIL 1/A1.1 (1) LAYER 5/8" PAINTED GYPSUM BOARD FILL CAVITY WITH SOUND BATT INSULATION 3 5/8" METAL STUDS @ 16" OC INTERIOR WALL TYPE LEGEND 1 1. ALL INTERIOR DIMENSIONS ARE FACE-OF-FINISH TO FACE-OF-FINISH. 2. ALL INTERIOR WALL TYPES SHALL BE CONSTRUCTED TO EXTEND TO UNDERSIDE OF STRUCTURE ABOVE (U.N.O.). PROVIDE KICKERS TO STRUCTURE, AS NECESSARY FOR SUPPORT, SEE SHEET A1.4 FOR DETAILS. UTILIZE DEFLECTION TRACK AS REQUIRED. 3. MATERIALS SHOWN IN WALL TYPES EXTEND FULL HEIGHT (U.N.O.) 4. ALL PENETRATIONS THROUGH FIRE WALL MUST BE FIRE STOPPED w/ APPROPRIATE ASSEMBLY TO MAINTAIN FIRE RATING 5. ALL PARTITIONS TO BE WALL TYPE 1, UNLESS NOTED OTHERWISE. 6. PARTITION SUPPORT KICKERS ARE NOT TO BE VISIBLE FROM HALLWAYS OR OTHER PUBLIC SPACES. 7. RESTORE RATING OF ANY EXISTING WALL IF PENETRATED. 8. GYPSUM BOARD SURFACES SHALL BE ISOLATED WITH CONTROL JOINTS AS PER MANUFACTURERS REQUIREMENTS AND INDUSTRY STANDARDS. ALL GYPSUM BOARD SURFACES ARE TO BE FINISHED SMOOTH, UNLESS NOTED OTHERWISE. GYPSUM ASSOCIATION GA-214-96 LEVEL 4 FINISH, WITH THE FOLLOWING ADDITION; ANY READILY VISIBLE IMPERFECTIONS IN GYPSUM BOARD SURFACE SHALL BE COATED WITH JOINT COMPOUND AND/OR SKIM-COATED AS REQUIRED. 9. G.C. TO VERIFY ALL WALLS HAVE MIN. R-19 BATT INSULATION AND 6 MIL POLY VAPER RETARDER INSTALLED PER MFG SPEC'S WALL TYPE (PLEASE NOTE NOT ALL WALL TYPES MAY BE USED) EXTEND TO UNDERSIDE OF STRUCTURE EXTEND TO 9'-0" AFF EXTEND TO 6" ABOVE ACT CEILING (1) LAYER 5/8" PAINTED GYPSUM BOARD FILL CAVITY WITH SOUND BATT INSULATION 6" METAL STUDS @ 16" OC WALL TYPE 3 WALL TYPE 2 (1) LAYER 5/8" PAINTED GYPSUM BOARD 3 5/8" METAL STUDS @ 16" OC (1) LAYER 5/8" PAINTED GYPSUM BOARD 6" METAL STUDS @ 16" OC WALL TYPE 4 WALL TYPE 6 (1) LAYER 5/8" PAINTED GYPSUM BOARD OVER EXISTING FURRING TO EXTEND FULL HEIGHT TO BOTTOM SIDE OF DECK WALL HEIGHT KEY (ALL WALL TYPES) EXTEND TO 6'-8" AFF (WITH SHELF ABOVE TO BE AT 7'-6") -SEE DETAIL 6/A4.0 (1) LAYER 5/8" PAINTED GYPSUM BOARD FILL CAVITY WITH SOUND BATT INSULATION 8" METAL STUDS @ 16" OC WALL TYPE 5 AS ABOVE OMITTING SOUND BATT INSULATION WALL TYPE VARIATION (ALL WALL TYPES) X* 2016 © EXCEL ENGINEERING, INC. SHEET INFORMATION SHEET DATES SHEET ISSUE REVISIONS SHEET NUMBER PROJECT INFORMATION PROJECT NUMBER PROFESSIONAL SEAL 100 CAMELOT DRIVE FOND DU LAC, WI 54935 PHONE: (920) 926-9800 WWW.EXCELENGINEER.COM ARCHITECTS ● ENGINEERS ● SURVEYORS 2/26/2018 1:35:43 PM C:\Users\JesseH\Documents\1757840_Arch_Central_(rvt2015)_ToddS.rvt FEB. 14, 2018 FLOOR PLAN 1757840 TENANT BUILD-OUT FOR: PROFILE BY SANFORD 11503 SPRING MILL RD, SUITE 650 ● CARMEL, IN 46032 4' 0' 4' 8' A1.1 NORTH SCALE: 1/4" = 1'-0" FLOOR PLAN DOOR SCHEDULE DOOR NO. DOOR SIZE DOOR TYPE FRAME TYPE UNDERCUT OR GRILLE (W x H) HARDWARE WIDTH HEIGHT THICKNESS SET REMARKS 100 3'-0" 9'-10" 1 3/4" GLASS 6 101 3'-0" 8'-2 1/2" 1 3/4" GLASS 2, 5 102 3'-0" 8'-2 1/2" 1 3/4" GLASS 2, 5 103 3'-0" 8'-2 1/2" 1 3/4" GLASS 2, 5 104 3'-0" 8'-2 1/2" 1 3/4" GLASS 2, 5 105 3'-0" 8'-2 1/2" 1 3/4" GLASS 2, 5 106 3'-0" 8'-2 1/2" 1 3/4" GLASS 2, 5 111 3'-0" 7'-0" 1 3/4" WD1 HM1 1" UC 1 1 112 3'-0" 7'-0" 1 3/4" WD1 HM1 1" UC 1 1 114a 3'-0" 7'-0" 1 3/4" WD1 HM1 3 1 115 3'-0" 7'-0" 1 3/4" WD1 HM1 2 1 116 3'-0" 7'-0" 1 3/4" WD1 HM1 2 1 X114b 3'-0" 7'-0" 1 3/4" EXISTING EXISTING 3, 4 DOOR & FRAME ELEVATIONS A1.1 NOT TO SCALE 1 FIRE EXTINGUISHER CABINET 8. LOCATE WATER HEATER ON SHELF ABOVE MOP SINK AT APPROX. 7'-6" A.F.F. - 9. GENERAL CONTRACTOR SHALL FURNISH AND INSTALL WOOD BLOCKING IN WALL PARTITIONS FOR THE PROPER ANCHORAGE OF ALL WALL ATTACHED ITEMS (I.E. TOILET ACCESSORIES, CABINETS, WALL-MOUNTED FIXTURES, CASEWORK, MILLWORK, ETC). 10. GENERAL CONTRACTOR SHALL INCLUDE ALL OWNER FURNISHED AND INSTALLED ITEMS AND OWNER FURNISHED AND CONTRACTOR INSTALLED ITEMS IN THE CONSTRUCTION, AND SHALL COORDINATE WITH THE OWNER TO ACCOMMODATE THESE ITEMS. 11. INSTALL FLOOR DRAINS & FLOOR SINKS AS REQUIRED PER LOCAL CODE. 12. ALL INTERIOR WALLS TO BE 3 5/8" OR 6" METAL STUDS @ 16" O.C. (SEE FLOOR PLAN FOR SIZE) W/ 5/8" GYPSUM BOARD BOTH SIDES. 13. G.C. TO COORDINATE CLEARANCE & DIMENSIONS OF ALL OWNER SUPPLIED FIXTURES & FURNITURE TO ADJUST FRAMED OPENINGS & BLOCKING AS NEEDED TO COMPLY WITH FINAL DIMENSIONS. 14. MISCELLANEOUS HARDWARE INCLUDED: HANDICAP HARDWARE, MEN'S AND WOMEN'S REST ROOM SIGNS. 15 CONTRACTOR TO VERIFY IF EXISTING GYP BOARD RUNS TO THE BOTTOM OF DECK. IF NOT CONTRACTOR TO ADD GYP BOARD AS REQUIRED. IF BEAM/COMUMNS EXIST, CONTRACTOR TO FUR OUT AS NEEDED 1. UNLESS NOTED OTHERWISE, GENERAL NOTES APPLY TO ALL DRAWINGS IN THIS SET. 2. GENERAL CONTRACTOR SHALL VISIT PROJECT SITE PRIOR TO SUBMITTAL OF BID. CONTRACTOR SHALL ESTABLISH SCOPE OF WORK FROM CONSTRUCTION DOCUMENTS AND ACTUAL PROJECT SITE VISIT. ANY OMISSIONS, DISCREPANCIES OR CLARIFICATIONS ARE TO BE BROUGHT TO THE IMMEDIATE ATTENTIONS OF SYMPATECO, INC. AND OWNER. FAILURE OF THE CONTRACTOR TO PERFORM IN THIS MANNER DOES NOT ALLOW FOR ADDITIONAL COSTS TO THE OWNER. 3. ANY DEVIATIONS FROM THE CONTRACT DOCUMENTS WHICH ARE NECESSITATED BY FIELD CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER. 4. FLOOR PLAN NOT GUARANTEED TO BE 100% ACCURATE. FIELD VERIFICATION IS REQUIRED FOR DIMENSIONAL ACCURACY. DO NOT SCALE OFF OF DRAWINGS. 5. ALL WORK SHALL CONFORM TO THE REQUIREMENTS WITHIN THE CURRENT EDITIONS OF ALL LOCAL, CITY, STATE AND FEDERAL APPLICABLE CODES ADOPTED BY THE LOCAL JURISDICTION. 6. ANY SHUT DOWN OF THE FIRE PROTECTION SYSTEM SHALL BE COORDINATED WITH THE LANDLORD. (WHERE APPLICABLE) 7. FIRE EXTINGUISHER SHALL BE MINIMUM 10 LB. OR AS REQUIRED BY CODE. UTILIZE ABC TYPE WITH SEMI-RECESSED CABINET WHERE SHOWN. - 03/29/18 Nick Mishler HVAC EQUIPMENT : The HVAC Contractor shall be responsible to size the units and design the entire system. The HVAC Contractor shall also be responsible to install all equipment, plus furnish and install all ductwork, piping, and other miscellaneous accessories for a complete system. SHOP DRAWINGS : Refer to the requirements of the General Conditions. Unless indicated otherwise in the General Conditions, submit to the Owner one (1) copy of Shop Drawings for each item of equipment to be installed under this contract. Furnish additional Shop Drawings as required for coordination with other Prime Contractors. The Contractor shall check all Shop Drawing submittals for size, capacity, arrangement, connection locations, materials, finish, color, electrical characteristics, accessories, and shall so note the Shop Drawings. The Owner will not review the Shop Drawings for the purpose of design or operation, or for material quantities which shall be the responsibility of the Contractor or the Contractor's engineer. Shop Drawings will be reviewed by the Owner, only for general functional intent, and will become part of the Owner's permanent file. DELIVERY AND STORAGE OF MATERIALS : Make provisions for delivery and safe storage of materials on the jobsite and make arrangements with other Contractors for introduction into the building of equipment too large to pass through finished openings. All stored equipment shall be protected from the weather conditions and construction debris with a protective covering securely tied in place. COORDINATION OF WORK : The Contractor shall order equipment and materials immediately after receiving the Contract and the mechanical installation shall be substantially complete when the general construction work is completed. This Contractor shall confer and cooperate with all other Contractors on this project and shall arrange his work in proper relation to the work of others. Each Contractor shall furnish, install, and maintain in place all anchors, inserts, sleeves, etc., required for his work. Each Contractor will also be held solely responsible for proper size and location of all anchors, inserts, sleeves, chases, recesses, openings, bases, etc., required for proper installation of his work. All cutting and patching made necessary by failure or neglect to coordinate with other Contractors shall be the responsibility of this Contractor. After being instructed by this Contractor to do so, the General Contractor will leave all openings in roof, walls, floors, etc., for the passage of ducts, pipes, etc. The Mechanical Contractor shall also provide concrete bases and roof curbs where shown for mounting the mechanical equipment unless specified otherwise. In general, the Electrical Contractor will provide all power wiring and make one power connection to each item of mechanical equipment, as outlined under Electrical Section. Provide electrical requirements to electrical bidders who request the data. WALL, FLOOR AND CEILING PLATES : Furnish and install chrome-plated wall, floor and ceiling plates on all exposed pipes where they pass through walls, floors, or ceilings. EQUIPMENT SUPPORT : Furnish and install all necessary wall backing, brackets, braces, plates, angles, closet carriers, lavatory carriers, urinal carriers, wall hangers, etc., required for properly supporting plumbing fixtures, mechanical equipment and mechanical appurtenances. EXISTING SERVICES : The Contractor shall verify the exact location of all existing building services extended and/or relocated for this project. The Contractor shall also verify the exact location and take proper precautions to protect all services which may be encountered during construction. All active services which are encountered shall be protected, braced and supported where required for proper execution of the work and without interruption of the service if possible. All inactive services which are encountered shall be protected or removed as directed by the Utility Company or Municipal Agency having jurisdiction. The service shall also be plugged or capped as directed. When active services must be temporarily interrupted, the interruption shall be scheduled at night or at such time as approved by the Owner or authority having jurisdiction and so as to cause the minimum of interference with establishing operating routine. PAINT: Contractor shall refinish and restore to the original condition and appearance, all equipment which has sustained damage to the manufacturer's prime and finish coats of enamel or paint. CLEANING: The Contractor and/or Subcontractors for the various phases of the work shall clear away all debris, surplus materials, etc., resulting from their work or operations daily, leaving the job and equipment furnished under any or all contracts in a clean first class condition. Permanent heating and ventilating systems shall not be used during the construction period unless the project site is in a clean and dust free condition and shall be subject to the approval of the Owner or authority having jurisdiction. Air surfaces of all coils, fan housings, fan wheels, fan motors, air unit plenums, all air filters, boilers, pumps and mechanical equipment shall be wiped clean or washed if required, leaving the installation in a first class condition. All throwaway filters used during construction shall be replaced. All plumbing fixtures shall be thoroughly cleaned of all drywall splatters, stickers, rust stains, and other foreign matter or discoloration, leaving every part in a first class condition and ready for use. The surfaces of all floor drains, cleanouts and other equipment shall be cleaned, and each item shall be left in a first class condition. RECORD DRAWINGS : At the completion of the project, the record set of drawings shall be turned over to the Owner. OPERATING INSTRUCTIONS : The Contractor shall furnish the Owner two (2) sets of complete catalog data, manufacturer's literature and detailed manuals covering the operation and maintenance of all equipment specified under this Division. The Contractor shall also supervise the initial operation of all equipment and instruct the operator selected by the Owner in such operation as required to acquaint the Owner's operator thoroughly with the equipment. GUARANTEE: All mechanical equipment, including equipment used during construction for temporary purposes, shall be guaranteed for a period of one year after the time of final acceptance of this work and shall be in like new condition at time of final acceptance. END OF DIVISION 15 DIVISION 16 - ELECTRICAL SCOPE: The GENERAL, SUPPLEMENTAL and other CONDITIONS of the Contract and the GENERAL REQUIREMENTS are hereby made part of this Division. This Division pertains to general provisions and requirements for Electrical Work. "Contractor" referred to in this Section of the specification implies the Electrical Contractor(s), all Subcontractors and all Sub-Subcontractors. The Contractor shall provide all items, articles, materials, operations required for a complete installation, including all labor, materials, equipment, accessories, wiring and incidentals necessary to be installed in accordance with manufacturer's recommendations. PERMITS AND SERVICE CHARGES : All permits and service charges necessary for execution of the work under this Contract shall be obtained by and be paid for by the Contractor. It shall be the responsibility of the Contractor to determine the permit requirements of the local authorities and utility companies. CODES AND STANDARDS : Materials and equipment shall be new and of best quality, of the type best suited for the purpose intended, and be made by nationally recognized and substantially established manufacturers. The type and weight of material used for each purpose shall conform with the requirements of the latest standard specifications of the "ASTM" for that particular material. All work shall be executed in accordance with all local, state and national rules, regulations, codes, etc., which are applicable and shall be subject to inspection by the proper authorities. The following list of codes, technical societies, trade organizations and governing agencies shall set the standards by which all work shall be executed: City Electrical Ordinances State Electrical Laws and Statutes National Electrical Code (NEC) Current Edition National Board of Fire Underwriters (NBFU) National Electrical Manufacturers Association (NEMA) Underwriters Laboratories (UL) Electrical Testing Laboratory (ETL) Where specific requirements of any code vary with the requirements of another code, the higher standard shall govern the installation. All equipment manufactured in accordance with the provisions of the above codes and standards shall bear the label of the respective association bureau thereon. DESIGN AND DRAWINGS : In general, the drawings furnished by the Owner are general construction design development documents. Any suggestion of mechanical work is schematic in nature. The Contractor shall furnish all final design work. The Contractor shall consult the Owner's drawings for dimensions. Drawings shall not take precedence over field measurements. The Contractor shall furnish all incidental labor, material or equipment for the systems so that each system is a complete and operating one. SHOP DRAWINGS : Refer to the requirements of the General Conditions. Unless indicated otherwise in the General Conditions, submit to the Owner one (1) copy of Shop Drawings for each item of equipment to be installed under this contract. Furnish additional Shop Drawings as required for coordination with other Prime Contractors. The Contractor shall check all Shop Drawing submittals for size, capacity, arrangement, connection locations, materials, finish, color, electrical characteristics, accessories, and shall so note the Shop Drawings. The Owner will not review the Shop Drawings for the purpose of design or operation, or for material quantities which shall be the responsibility of the Contractor or the Contractor's engineer. Shop Drawings will be reviewed by the Owner, only for general functional intent, and will become part of the Owner's permanent file. DELIVERY AND STORAGE OF MATERIALS : Make provisions for delivery and safe storage of materials on the jobsite and make arrangements with other Contractors for introduction into the building of equipment too large to pass through finished openings. All stored equipment shall be protected from the weather conditions and construction debris with a protective covering securely tied in place. COORDINATION OF WORK : The Contractor shall order equipment and materials immediately after receiving the Contract and the electrical installation shall be substantially complete when the general construction work is completed. This Contractor shall confer and cooperate with all other Contractors on this project and shall arrange his work in proper relation to the work of others. Each Contractor shall furnish, install, and maintain in place all anchors, inserts, sleeves, etc., required for his work. Each Contractor will also be held solely responsible for proper size and location of all anchors, inserts, sleeves, chases, recesses, openings, bases, etc., required for proper installation of his work. All cutting and patching made necessary by failure or neglect to coordinate with other Contractors shall be the responsibility of this Contractor. CLEANING: The Contractor and/or Subcontractors shall clear away all debris, surplus materials, etc., resulting from their work or operations daily, leaving the job and equipment in a clean first class condition. All electrical fixtures and/or equipment shall be thoroughly cleaned of all drywall splatters, stickers, rust stains, and other foreign matter or discoloration, leaving every part in a first class condition and ready for use. PAINT: Contractor shall refinish and restore to the original condition and appearance, all electrical equipment which has sustained damage to the manufacturer's prime and finish coats of enamel or paint. RECORD DRAWINGS : At the completion of the project, the record set of drawings shall be turned over to the Owner. OPERATING INSTRUCTIONS : The Contractor shall furnish the Owner two (2) sets of complete catalog data, manufacturer's literature and detailed manuals covering the operation and maintenance of all equipment specified under this Division. The Contractor shall also supervise the initial operation of all equipment and instruct the operator selected by the Owner in such operation as required to acquaint the Owner's operator thoroughly with the equipment. GUARANTEE: All electrical equipment, including equipment used during construction for temporary purposes, shall be guaranteed for a minimum of one year after the time of final acceptance of this work and shall be in like new condition at time of final acceptance. END OF DIVISION 16 2016 © EXCEL ENGINEERING, INC. SHEET INFORMATION SHEET DATES SHEET ISSUE REVISIONS SHEET NUMBER PROJECT INFORMATION PROJECT NUMBER PROFESSIONAL SEAL 100 CAMELOT DRIVE FOND DU LAC, WI 54935 PHONE: (920) 926-9800 WWW.EXCELENGINEER.COM ARCHITECTS ● ENGINEERS ● SURVEYORS 2/26/2018 1:35:41 PM C:\Users\JesseH\Documents\1757840_Arch_Central_(rvt2015)_ToddS.rvt FEB. 14, 2018 PROFILE SPECIFICATIONS 1757840 TENANT BUILD-OUT FOR: PROFILE BY SANFORD 11503 SPRING MILL RD, SUITE 650 ● CARMEL, IN 46032 A0.1 PROFILE SPECIFICATIONS 03/29/18 Nick Mishler f.) RESILIENT SHEET FLOORING: PROVIDE NOT LESS THAN 10 LINEAR FEET FOR EACH 500 LINEAR FEET OR FRACTION THEREOF INSTALLED g.) WALL COVERING MATERIAL: PROVIDE FULL-SIZE UNITS EQUAL TO 5 PERCENT INSTALLED h.) TILE CARPET: PROVIDE FULL-SIZE UNITS EQUAL TO 5 PERCENT OF THE AMOUNT INSTALLED, BUT NOT LESS THAN 10 SQ. YD. i.)SHEET CARPET: PROVIDE FULL-WIDTH ROLLS EQUAL TO 5 PERCENT OF THE AMOUNT INSTALLED, BUT NOT LESS THAN 10 SQ. YD. j.)CERAMIC, QUARRY AND PORCELAIN TILE: PROVIDE FULL-SIZE UNITS EQUAL TO 3% OF QUANTITY INSTALLED, BUT NOT LESS THAN 50 S.F. 09 22 16 DRYWALL STUDS (INTERIOR NON-BEARING) A. REQUIREMENTS 1. STUDS SHALL BE SECURED TO TOP AND BOTTOM TRACK WITH (1) #8ML SCREW IN EACH FLANGE (UNLESS A SLIP TRACK IS REQUIRED AT THE TOP OF THE WALL). 2. PROVIDE SLIP TRACK AT TOP OF FULL HEIGHT PARTITIONS. 3. STUDS SHALL BE INSTALLED PER "GYPSUM CONSTRUCTION HANDBOOK" AS PUBLISHED BY UNITED STATES GYPSUM COMPANY LATEST EDITION. 4. DRYWALL STUDS SHALL BE ACCORDING TO THE LIST BELOW OR AS INDICATED ON THE PLANS (THESE HEIGHTS ARE BASED ON THE STUDS HAVING (1) LAYER OF DRYWALL EACH FACE). STUD SIZE - GUAGE - LIMITING HEIGHT WITH STUD SPACING 3 5/8" - 25 GA. - 13'-6" AT 16" O.C. - 11'-9" AT 24" O.C. 3 5/8" - 22 GA. - 15'-3" AT 16" O.C. - 13'-4" AT 24" O.C. 3 5/8" - 20 GA. - 15'-11" AT 16" O.C. - 13'-11" AT 24" O.C. 6" - 25 GA. - 20'-0" AT 16" O.C. - 17'-6" AT 24" O.C. 6" - 22 GA. - 22'-9" AT 16" O.C. - 19'-11" AT 24" O.C. 6" - 20 GA. - 23'-9" AT 16" O.C. - 20'-9" AT 24" O.C. 09 29 00 GYPSUM BOARD (GYP) A. DRYWALL SHALL BE INSTALLED PER THE LATEST EDITIONS OF "RECOMMENDED SPECIFICATIONS FOR THE APPLICATION AND FINISHING OF GYPSUM BOARD" GA-216 AS PUBLISHED BY THE GYPSUM ASSOCIATION AND THE "GYPSUM CONSTRUCTION HANDBOOK" AS PUBLISHED BY UNITED STATES GYPSUM COMPANY. 1. PROVIDE CONTROL JOINTS PER THESE REQUIREMENTS. B. COMPLY WITH ASTM C36 OR ASTM C 1396 AS APPLICABLE TO THE TYPE OF GYPSUM BOARD INDICATED. C. SUBJECT TO COMPLIANCE WITH REQUIREMENTS, MANUFACTURES OFFERING PRODUCTS THAT MAY BE INCORPORATED INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING. 1. AMERICAN GYPSUM CO. 2. BPB AMERICAN INC. 3. G-P GYPSUM 4. LAFARGE NORTH AMERICA INC. 5. NATIONAL GYPSUM COMPANY 6. USG CORPORATION D. AT ALL TOILET ROOMS, LOCKERS ROOMS, COOLER/FREEZER ROOMS, UNDER FRP PANELS OR OTHER DAMP/WET LOCATIONS PROVIDE 1. MOLD TOUGH GYPSUM BY USG CORPORATION OR EQUAL. E. UNDER CERAMIC AND PORCELAIN TILE IN TOILET ROOMS, LOCKER ROOMS OR OTHER DAMP/WET LOCATIONS 1. FIBEROCK AQUA-TOUGH TILE BACKER BOARD BY USG CORPORATION OR EQUAL. F. UNDER CERAMIC AND PORCELAIN TILE IN SHOWERS, TUBS, KITCHEN WASH DOWN AREAS OR OTHER HIGH-MOISTURE AREAS. 1. DUROCK CEMENT BOARD BY USG CORPORATION OR EQUAL G. DRYWALL FINISHES SHALL BE INSTALLED PER THE LATEST EDITION OF "RECOMMENDED LEVELS OF GYPSUM BOARD FINISH" GA-214 AS PUBLISHED BY THE AWCI, PAINTING AND DECORATING CONTRACTORS OF AMERICA, GYPSUM ASSOCIATION AND CISCA. PROVIDE A LEVEL 1 FINISH AT ALL CONCEALED AND ABOVE CEILING AREAS AND A LEVEL 4 FINISH ON ALL EXPOSED BELOW CEILING AREAS OR AS NOTED ON PLANS. H. LEVELS OF FINISH: 1. LEVEL 0 - NO TAPING, FINISHING OR ACCESSORIES REQUIRED. 2. LEVEL 1 - JOINTS AND INTERIOR ANGLES HAVE TAPE SET IN JOINT COMPOUND; SURFACE IS FREE OF EXCESS JOINT COMPOUND; TOOL MARKS AND RIDGES ARE ACCEPTABLE; TAPE AND FASTENERS ARE NOT COVERED WITH JOINT COMPOUND. 3. LEVEL 2 - JOINTS AND INTERIOR ANGLES HAVE TAPE EMBEDDED IN JOINT COMPOUND AND HAVE A THIN COAT OF JOINT COMPOUND OVER JOINTS AND INTERIOR ANGLES; FASTENER HEADS AND ACCESSORIES ARE COVERED WITH JOINT COMPOUND; SURFACE IS FREE OF EXCESS JOINT COMPOUND; TOOL MARKS AND RIDGES ARE ACCEPTABLE. 4. LEVEL 3 - JOINTS AND INTERIOR ANGLES HAVE TAPE EMBEDDED IN JOINT COMPOUND AND ONE ADDITIONAL COAT OF JOINT COMPOUND OVER ALL JOINTS AND INTERIOR ANGLES; FASTENER HEADS AND ACCESSORIES COVERED WITH TWO (2) COATS OF JOINT COMPOUND; NO TOOL MARKS OR RIDGES. 5. LEVEL 4 - JOINTS AND INTERIOR ANGLES HAVE TAPE EMBEDDED IN JOINT COMPOUND AND TWO SEPARATE COATS OF JOINT COMPOUND APPLIED OVER ALL FLAT JOINTS AND ONE SEPARATE COAT APPLIED OVER INTERIOR ANGLES; FASTENER HEADS AND ACCESSORIES ARE COVERED WITH THREE (3) SEPARATE COATS OF JOINT COMPOUND; NO TOOL MARKS OR RIDGES. 6. LEVEL 5 - IN ADDITION TO REQUIREMENTS OF LEVEL 4, A THIN SKIM COAT OF JOINT COMPOUND OR EQUAL SHALL BE APPLIED TO THE ENTIRE SURFACE; NO TOOL MARKS OR RIDGES ON THIS SURFACE. 09 30 00 TILING A. COMPLY WITH TCA'S "HANDBOOK FOR CERAMIC TILE INSTALLATION" FOR TCA INSTALLATION METHODS SPECIFIED IN TILE INSTALLATION SCHEDULES B. JOINTS IN TILE SURFACE TO BE LOCATED DIRECTLY ABOVE JOINTS IN CONCRETE SUBSTRATES - BRIDGE CRACKS OR JOINTS WITH 'NOBLESEAL CIS' COMPOSITE SHEET MEMBRANE OVER ALL SAWCUT JOINTS IN CONCRETE SLABS WHERE BRIDGED BY PORCELAIN / CERAMIC TILE - INSTALL JOINT BRIDGING MATERAL PER MANUF. SPEC'S AND DETAILS C. PROVIDE MANUFACTURER'S STANDARD PORCELAIN / CERAMIC TILE AS SPECIFIED COMPLYING WITH STANDARD GRADE REQUIREMENTS OF ANSI A137.1 STATIC COEFFICIENT OF FRICTION TO BE 0.60 MIN AND A DYNAMIC COEFFICIENT OF FRICTION OF 0.42 MIN. D. PROVIDE COLORED GROUT AT ALL INTERIOR TILE SURFACES -COLOR TO BE SELECTED BY ARCHITECT/OWNER E. EXTEND TILE WORK INTO RECESSES AND UNDER OR BEHIND EQUIPMENT AND FIXTURES TO FORM COMPLETE COVERING WITHOUT INTERRUPTIONS UNLESS OTHERWISE INDICATED. TERMINATE WORK NEATLY AT OBSTRUCTIONS, EDGES, AND CORNERS WITHOUT DISRUPTING PATTERN OR JOINT ALIGNMENTS. F. ACCURATELY FORM INTERSECTIONS AND RETURNS. PERFORM CUTTING AND DRILLING OF TILE WITHOUT MARRING VISIBLE SURFACES. CAREFULLY GRIND CUT EDGES OF TILE ABUTTING TRIM, FINISH, OR BUILT-IN ITEMS FOR STRAIGHT ALIGNED JOINTS. FIT TILE CLOSELY TO ELECTRICAL OUTLETS, PIPING, FIXTURES, AND OTHER PENETRATIONS SO PLATES, COLLARS, OR COVERS OVERLAP TILE. G. JOINTING PATTERN: LAY TILE IN GRID PATTERN UNLESS OTHERWISE INDICATED. LAY OUT TILE WORK AND CENTER TILE FIELDS IN BOTH DIRECTIONS IN EACH SPACE OR ON EACH WALL AREA. LAY OUT TILE WORK TO MINIMIZE THE USE OF PIECES THAT ARE LESS THAN HALF OF A TILE. PROVIDE UNIFORM JOINT WIDTHS UNLESS OTHERWISE INDICATED. H. METAL EDGE STRIPS: INSTALL WHERE EXPOSED EDGE OF TILE FLOORING MEETS CARPET, WOOD, OR OTHER FLOORING THAT FINISHES FLUSH WITH OR BELOW TOP OF TILE AND NO THRESHOLD IS INDICATED. I. SEE PLAN FOR PRODUCT SPECIFICATION AND LOCATION 09 51 13 ACOUSTICAL PANEL CEILINGS A. COMPLY WITH ASTM C636 (STANDARD PRACTICE FOR INSTALLATION OF METAL CEILING SUSPENSION SYSTEMS FOR ACOUSTICAL TILE AND LAY-IN PANELS), ASTM C635 (STANDARD SPECIFICATION FOR THE MANUFACTURE, PERFORMANCE AND TESTING OF METAL SUSPENSION SYSTEMS FOR ACOUSTICAL TILE AND LAY-IN PANEL CEILINGS) AND SEISMIC DESIGN REQUIREMENTS INDICATED, PER MANUFACTURER'S WRITTEN INSTRUCTIONS AND CISCA'S "CEILING SYSTEMS HANDBOOK." B. SUSPEND CEILING HANGERS FROM BUILDING'S STRUCTURAL MEMBERS, PLUMB AND FREE FROM CONTACT WITH INSULATION OR OTHER OBJECTS WITHIN CEILING PLENUM. SPLAY HANGERS ONLY WHERE REQUIRED?AND, IF PERMITTED WITH FIRE-RESISTANCE-RATED CEILINGS, TO MISS OBSTRUCTIONS; OFFSET RESULTING HORIZONTAL FORCES BY BRACING, COUNTERSPLAYING, OR OTHER EQUALLY EFFECTIVE MEANS. WHERE WIDTH OF DUCTS AND OTHER CONSTRUCTION WITHIN CEILING PLENUM PRODUCES HANGER SPACINGS THAT INTERFERE WITH LOCATION OF HANGERS, USE TRAPEZES OR EQUIVALENT DEVICES. WHEN STEEL FRAMING DOES NOT PERMIT INSTALLATION OF HANGER WIRES AT SPACING REQUIRED, INSTALL CARRYING CHANNELS OR OTHER SUPPLEMENTAL SUPPORT FOR ATTACHMENT OF HANGER WIRES. WIRE HANGERS TO BE ZINC-COATED CARBON STEEL WIRE COMPLYING WITH ASTM A641 STANDARDS, SIZED TO WITHSTAND 5X THE HANGER DESIGN LOAD BUT NOT LESS THAN .106" C. INSTALL EDGE MOLDINGS AND TRIM AT PERIMETER OF ACOUSTICAL CEILING AREA AND WHERE NECESSARY TO CONCEAL EDGES OF ACOUSTICAL PANELS. SCREW ATTACH MOLDINGS TO SUBSTRATE, LEVELING WITH CEILING SUSPENSION SYSTEM. MITER CORNERS ACCURATELY AND CONNECT SECURELY D. INSTALL SUSPENSION SYSTEM RUNNERS SO THEY ARE SQUARE AND SECURELY INTERLOCKED WITH ONE ANOTHER. REMOVE AND REPLACE DENTED, BENT, OR KINKED MEMBERS. SUSPENSION SYSTEM AS REQUIRED FOR THE SPECIFIED TILE-INTERMEDIATE DUTY CLASSIFICATION. PROVIDE CORROSION RESISTANT GRID IN SHOWER AND EXTREME ENVIRONMENT AREAS. E. INSTALL ACOUSTICAL PANELS WITH UNDAMAGED EDGES AND FIT ACCURATELY INTO SUSPENSION SYSTEM RUNNERS AND EDGE MOLDINGS. SCRIBE AND CUT PANELS AT BORDERS AND PENETRATIONS TO PROVIDE A NEAT, PRECISE FIT. F. PROVIDE HOLD-DOWN CLIPS AT ENTRY VESTIBULE(S) AND FOR FIRST 12' OF CORRIDOR(S) IN FRONT OF EACH EXTERIOR DOOR. G. PROVIDE APPROVED FIRE RATED GRID SYSTEM FOR FIRE RATED CEILINGS H. SEE PLAN FOR PRODUCT SPECIFICATION AND LOCATION 09 64 00 WOOD FLOORING (WF) A. COMPLY WITH FLOORING MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS, BUT NOT LESS THAN APPLICABLE RECOMMENDATIONS IN NWFA'S "INSTALLATION GUIDELINES: WOOD FLOORING." B. PROVIDE EXPANSION SPACE AT WALLS AND OTHER OBSTRUCTIONS AND TERMINATIONS OF FLOORING C. SOLID-WOOD FLOORING: BLIND NAIL OR STAPLE FLOORING TO SUBSTRATE D. PROTECT INSTALLED WOOD FLOORING DURING REMAINDER OF CONSTRUCTION PERIOD WITH COVERING OF HEAVY KRAFT PAPER OR OTHER SUITABLE MATERIAL. DO NOT USE PLASTIC SHEET OR FILM THAT MIGHT CAUSE CONDENSATION. E. SEE PLAN FOR PRODUCT SPECIFICATION AND LOCATION 09 65 13 RESILIENT BASE AND ACCESSORIES A. PROVIDE MANUFACTURES STANDARD VINYL WAS BASE AS SPECIFIED THAT COMPLIES WITH ASTM F1861 TYPE TV. B. PROVIDE MANUFACTURES STANDARD VINYL ACCESSORIES AS SPECIFIED THAT COMPLIES WITH ASTM F2169 TYPE TV C. COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS FOR INSTALLING RESILIENT BASE AND ACCESSORIES. D. PREPARE SUBSTRATES ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS TO ENSURE ADHESION OF BASE AND ACCESSORIES. E. APPLY RESILIENT BASE TO WALLS, COLUMNS, PILASTERS, CASEWORK AND CABINETS IN TOE SPACES AND OTHER PERMANENT FIXTURES IN ROOMS AND AREAS WHERE BASE IS SPECIFIED. F. INSTALL RESILIENT BASE IN LENGTHS AS LONG AS PRACTICAL WITHOUT GAPS AT SEAMS AND WITH TOPS OF ADJACENT PIECES ALIGNED. G. TIGHTLY ADHERE RESILIENT BASE OR ACCESSORY TO SUBSTRATE THROUGHOUT LENGTH OF EACH PIECE, WITH BASE OR ACCESSORY IN CONTINUOUS CONTACT WITH HORIZONTAL AND VERTICAL SUBSTRATES. H. DO NOT STRETCH RESILIENT BASE DURING INSTALLATION. I. ON MASONRY SURFACES OR OTHER SIMILAR IRREGULARS SUBSTRATES, FILL VOIDS ALONG TOP EDGE OF RESILIENT BASE WITH MANUFACTURER'S RECOMMENDED ADHESIVE FILLER MATERIAL. J. SEE PLAN FOR PRODUCT SPECIFICATION AND LOCATION 09 65 16 RESILIENT SHEET FLOORING (RSF) K. PREPARE SUBSTRATES ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS TO ENSURE ADHESION OF FLOOR COVERINGS. 1. MOISTURE TESTING: PERFORM TESTS RECOMMENDED BY MANUFACTURER. PROCEED WITH INSTALLATION ONLY AFTER SUBSTRATES PASS TESTING. L. FILL CRACKS, HOLES, AND DEPRESSIONS IN SUBSTRATES WITH TROWELABLE LEVELING AND PATCHING COMPOUND AND REMOVE BUMPS AND RIDGES TO PRODUCE A UNIFORM AND SMOOTH SUBSTRATE. M. DO NOT INSTALL FLOOR COVERINGS UNTIL THEY ARE SAME TEMPERATURE AS SPACE WHERE THEY ARE TO BE INSTALLED. N. SWEEP AND VACUUM CLEAN SUBSTRATES TO BE COVERED BY FLOOR COVERINGS IMMEDIATELY BEFORE INSTALLATION. O. COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS FOR INSTALLING FLOOR COVERINGS. P. UNROLL FLOOR COVERINGS AND ALLOW THEM TO STABILIZE BEFORE CUTTING AND FITTING. Q. SCRIBE AND CUT FLOOR COVERINGS TO BUTT NEATLY AND TIGHTLY TO VERTICAL SURFACES, PERMANENT FIXTURES, AND BUILT-IN FURNITURE INCLUDING CABINETS, PIPES, OUTLETS, AND DOOR FRAMES. R. ADHERE FLOOR COVERINGS TO SUBSTRATES USING A FULL SPREAD OF ADHESIVE APPLIED TO SUBSTRATE TO PRODUCE A COMPLETED INSTALLATION WITHOUT OPEN CRACKS, VOIDS, RAISING AND PUCKERING AT JOINTS, TELEGRAPHING OF ADHESIVE SPREADER MARKS, AND OTHER SURFACE IMPERFECTIONS. S. COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS FOR CLEANING AND PROTECTION OF FLOOR COVERING. T. SEE PLAN FOR PRODUCT SPECIFICATION AND LOCATION. 09 65 19 RESILIENT TILE FLOORING (RTF) A. PROVIDE MANUFACTURES STANDARD VINYL COMPOSITE FLOOR TILE AS SPECIFIED COMPLYING WITH ASTM F1066 CLASSIFICATIONS. B. PREPARE SUBSTRATES ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS TO ENSURE ADHESION OF FLOOR COVERINGS. 1. MOISTURE TESTING: PERFORM TESTS RECOMMENDED BY MANUFACTURER. PROCEED WITH INSTALLATION ONLY AFTER SUBSTRATES PASS TESTING. C. FILL CRACKS, HOLES, AND DEPRESSIONS IN SUBSTRATES WITH TROWELABLE LEVELING AND PATCHING COMPOUND AND REMOVE BUMPS AND RIDGES TO PRODUCE A UNIFORM AND SMOOTH SUBSTRATE. D. DO NOT INSTALL FLOOR COVERINGS UNTIL THEY ARE SAME TEMPERATURE AS SPACE WHERE THEY ARE TO BE INSTALLED. E. SWEEP AND VACUUM CLEAN SUBSTRATES TO BE COVERED BY FLOOR COVERINGS IMMEDIATELY BEFORE INSTALLATION. F. COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS FOR INSTALLING FLOOR TILE. G. LAY OUT FLOOR TILES FROM CENTER MARKS ESTABLISHED WITH PRINCIPAL WALLS, DISCOUNTING MINOR OFFSETS, SO TILES AT OPPOSITE EDGES OF ROOM ARE OF EQUAL WIDTH. ADJUST AS NECESSARY TO AVOID USING CUT WIDTHS THAT EQUAL LESS THAN ONE-HALF TILE AT PERIMETER. MATCH TILES FOR COLOR/PATTERN AND LAY TILE WITH GRAIN DIRECTION ALTERNATING IN ADJACENT TILES H. SCRIBE, CUT, AND FIT FLOOR TILES TO BUTT NEATLY AND TIGHTLY TO VERTICAL SURFACES AND PERMANENT FIXTURES INCLUDING BUILT-IN FURNITURE, CABINETS, PIPES, OUTLETS, AND DOOR FRAMES. I. EXTEND FLOOR TILES INTO TOE SPACES, DOOR REVEALS, CLOSETS, AND SIMILAR OPENINGS. EXTEND FLOOR TILES TO CENTER OF DOOR OPENINGS. J. ADHERE FLOOR TILES TO FLOORING SUBSTRATES USING A FULL SPREAD OF ADHESIVE APPLIED TO SUBSTRATE TO PRODUCE A COMPLETED INSTALLATION WITHOUT OPEN CRACKS, VOIDS, RAISING AND PUCKERING AT JOINTS, TELEGRAPHING OF ADHESIVE SPREADER MARKS, AND OTHER SURFACE IMPERFECTIONS. K. FLOORING CONTRACTOR SHALL STRIP AND FINISH ALL VCT FLOORING AS RECOMMENDED PER MANUFACTURERS SPECIFICATIONS PRIOR TO OCCUPANCY. L. COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS FOR CLEANING AND PROTECTION OF FLOOR TILE. M. SEE PLAN FOR PRODUCT SPECIFICATION AND LOCATION. 09 68 13 TILE CARPETING (TC) A. GENERAL: COMPLY WITH CRI 104, SECTION 14, "CARPET MODULES," AND WITH CARPET TILE MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS. B. PREPARE FLOOR SURFACES RECEIVING NEW FLOORING AS REQUIRED FOR A SMOOTH AND LEVEL SURFACE PRIOR TO INSTALLING NEW FLOORING. C. INSTALLATION METHOD: AS RECOMMENDED IN WRITING BY CARPET TILE MANUFACTURER. D. EXTEND CARPET TILE INTO TOE SPACES, DOOR REVEALS, CLOSETS, OPEN-BOTTOMED OBSTRUCTIONS, REMOVABLE FLANGES, ALCOVES, AND SIMILAR OPENINGS. E. INSTALL PATTERN PARALLEL TO WALLS AND BORDERS. F. SEE PLAN FOR PRODUCT SPECIFICATION AND LOCATION. 09 68 16 SHEET CARPET (SC) A. COMPLY WITH CRI 104 AND CARPET MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS. B. PREPARE FLOOR SURFACES RECEIVING NEW FLOORING AS REQUIRED FOR A SMOOTH AND LEVEL SURFACE PRIOR TO INSTALLING NEW FLOORING. C. COMPLY WITH CARPET MANUFACTURER'S WRITTEN RECOMMENDATIONS AND SHOP DRAWINGS FOR SEAM LOCATIONS AND DIRECTION OF CARPET; MAINTAIN UNIFORMITY OF CARPET DIRECTION AND LAY OF PILE. AT DOORWAYS, CENTER SEAMS UNDER THE DOOR IN CLOSED POSITION D. EXTEND CARPET INTO TOE SPACES, DOOR REVEALS, CLOSETS, OPEN-BOTTOMED OBSTRUCTIONS, REMOVABLE FLANGES, ALCOVES, AND SIMILAR OPENINGS. E. INSTALL PATTERN PARALLEL TO WALLS AND BORDERS. F. SEE PLAN FOR PRODUCT SPECIFICATION AND LOCATION. 09 72 00 WALL COVERING A. CLEAN SUBSTRATES OF SUBSTANCES THAT COULD IMPAIR BOND OF WALL COVERING, INCLUDING DIRT, OIL, GREASE, MOLD, MILDEW, AND INCOMPATIBLE PRIMERS. B. PREPARE SUBSTRATES TO ACHIEVE A SMOOTH, DRY, CLEAN, STRUCTURALLY SOUND SURFACE FREE OF FLAKING, UNSOUND COATINGS, CRACKS, AND DEFECTS. C. ACCLIMATIZE WALL-COVERING MATERIALS BY REMOVING THEM FROM PACKAGING IN THE INSTALLATION AREAS NOT LESS THAN 24 HOURS BEFORE INSTALLATION. D. CUT WALL-COVERING STRIPS IN ROLL NUMBER SEQUENCE. CHANGE ROLL NUMBERS AT PARTITION BREAKS AND CORNERS. E. INSTALL WALL COVERING WITH NO GAPS OR OVERLAPS, NO LIFTED OR CURLING EDGES, AND NO VISIBLE SHRINKAGE. F. MATCH PATTERN AT 72" ABOVE FINISHED FLOOR. G. EXTEND WALL COVERING A MIN. OF 6" BEHIND PERMANENT CASEWORK AND EQUIPMENT. H. INSTALL SEAMS VERTICAL AND PLUMB AT LEAST 6 INCHES (150 MM) FROM OUTSIDE CORNERS AND 3 INCHES (75 MM) FROM INSIDE CORNERS UNLESS A CHANGE OF PATTERN OR COLOR EXISTS AT CORNER. NO HORIZONTAL SEAMS ARE PERMITTED. I. FULLY BOND WALL COVERING TO SUBSTRATE. REMOVE AIR BUBBLES, WRINKLES, BLISTERS, AND OTHER DEFECTS. J. REMOVE EXCESS ADHESIVE AT FINISHED SEAMS, PERIMETER EDGES, AND ADJACENT SURFACES. K. ADHESIVE TO BE MILDEW RESISTANT, NON-STAINING AS RECOMMENDED BY THE WALL COVERING MANUFACTURER. L. SEE PLAN FOR PRODUCT SPECIFICATION AND LOCATION. 09 91 00 PAINTING A. REMOVE AND/OR PROTECT ALL HARDWARE, HARDWARE ACCESSORIES, MACHINED SURFACES, PLATES, LIGHTING FIXTURES, SPRINKLER HEADS AND SIMILAR ITEMS THAT ARE NOT TO BE PAINTED, BUT REQUIRE PROTECTION FROM THE PAINTING PROCESS. RE-INSTALL SAME AFTER COMPLETION OF PAINTING. MASK OFF ALL NAMEPLATES, EQUIPMENT IDENTIFICATION AND SIMILAR ITEMS. REMOVAL AND REINSTALL OF ITEMS IS TO BE DONE BY CONTRACTOR SKILLED IN SUCH WORK. B. SEAL TOPS, BOTTOMS AND CUTOUTS OF UNPRIMED WOOD DOORS WITH A HEAVY COAT OF SEALER IMMEDIATELY UPON DELIVERY TO THE PROJECT. C. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER PREPARATION OF ALL SURFACES PRIOR TO THE PAINTING INSTALLATION D. GALVANIZED METAL: CLEAN PER SSPC-SP1 USING DETERGENT AND WATER OR A DEGREASING CLEANER TO REMOVE GREASES AND OILS. APPLY A TEST AREA, PRIMING AS REQUIRED. ALLOW THE COATING TO DRY AT LEAST ONE WEEK BEFORE TESTING. IF ADHESION IS POOR, BRUSH BLAST PER SSPC-SP7 IS NECESSARY TO REMOVE THESE TREATMENTS. E. THE FINISH PRODUCT SHALL HAVE A CONSISTENT, SMOOTH APPEARANCE OF THE SPECIFIED LUSTER. F. APPLY PAINT PER MANUFACTURER'S TEMPERATURE AND HUMIDITY REQUIREMENTS. G. COMPLETED WORK SHALL BE FREE FROM DEFECTS AND FLAWS. H. FURNISH ALL LABOR, MATERIALS, TOOLS, EQUIPMENT AND SCAFFOLDING REQUIRED FOR COMPLETING SURFACE PREPARATION, PAINTING, FINISHING AND RELATED ITEMS. I. EXCESS MATERIALS, CONTAINERS AND OTHER ITEMS NECESSARY FOR THE COMPLETION OF THE WORK MUST BE DISPOSED OF IN A MANNER THAT MEETS OR EXCEEDS THE STRICTEST LAWS GOVERNING THE PROJECT'S MUNICIPALITY AND/OR STATE. THE PAINTING CONTRACTOR IS RESPONSIBLE FOR COMPLETE ADHERENCE TO ALL DISPOSAL REGULATIONS. J. PAINT ALL EXPOSED MISCELLANOUS ITEMS, FINISHED OR UNFINISHED (EXCLUDING H.V.A.C. RETURN AIR GRILLES, CONDUIT, ETC.) TO MATCH ADJOINING WALL SURFACES. K. CONTRACTOR TO VERIFY THAT PAINT IS COMPATIBLE WITH PRIMER OF SHOP PRIMED SURFACES. NOTIFY EXCEL ENGINEERING IF THERE ARE ANY COMPATIBILITY ISSUES. L. THE CONTRACTOR SHALL KEEP EMPTY CONTAINERS ON THE PROJECT SITE UNTIL ALL PRODUCTS ARE VERIFIED AS TO COLOR AND/OR SHEEN. THE CONTRACTOR SHALL LEAVE WITH THE OWNER ALL OPENED PAINT CONTAINERS. M. ALL PAINT COLORS, STAIN COLORS, AND VARNISH TO BE SELECTED BY ARCHITECT/OWNER FROM A FULL RANGE OF AVAILABE COLORS. N. ALL EXPOSED EXTERIOR& INTERIOR METAL SURFACES SHALL BE PAINTED, U.N.O. O. EXTERIOR ITEMS: 1. FERROUS METAL (PRIMED): STRUCTURAL STEEL, MISCELLANEOUS IRON, HANDRAILS, HOLLOW METAL DOORS AND FRAMES, ROOF STRUCTURE, EXPOSED ROOF PIPING, ETC.: a.) ALKYD SHOP PRIMER ON METAL OR 1 COAT S-W KEM BOND HS UNIVERSAL METAL PRIMER B50 SERIES b.) 2 COATS S-W PRO INDUSTRIAL ACRYLIC SEMIGLOSS, B66-650 @ 2.5-4.0 MILS DFT/COAT. 2. GALVANIZED, ALUMINUM, ZINC-COATED AND NON FERROUS METALS: a.) 1 COAT S-W PRO INDUSTRIAL PRO-CRYL UNIVERSAL PRIMER, B66-310 SERIES, @ 2.0-4.0 MILS DFT. b.) 2 COATS S-W PRO INDUSTRIAL ACRYLIC SEMIGLOSS, B66-650 @ 2.5-4.0 MILS DFT/COAT. 3. CONCRETE: a.) 1 COAT S-W LOXON CONCRETE MASONRY PRIMER A24W8300 @ 2.0-3.5 MILS DFT b.) 2 COAT S-W A-100 EXTERIOR LATEX SATIN A82 SERIES @ 1.5-2.0 MILS DFT/COAT P. INTERIOR ITEMS: 1. GYPSUM DRYWALL FINISH: EG-SHEL a.) 1 COAT S-W PROMAR 200 ZERO VOC INTERIOR LATEX PRIMER B28W2600 @ 1.2-1.5 MILS DFT. b.) 2 COATS S-W PROMAR 200 ZERO VOC INTERIOR LATEX EG-SHEL B20-2600 @ 1.6-2.2 MILS DFT/COAT. 2. GYPSUM DRYWALL FINISH: FLAT a.) 1 COAT S-W PROMAR 200 ZERO VOC INTERIOR LATEX PRIMER B28W2600 @ 1.2-1.5 MILS DFT b.) 2 COATS S-W PROMAR 200 ZERO VOC INTERIOR LATEX FLAT B30W2600 @ 1.6-2.2 MILS DFT/COAT. 3. GYPSUM DRYWALL FINISH: SEMI-GLOSS a.) 1 COAT S-W PROMAR 200 ZERO VOC INTERIOR LATEX PRIMER B28W2600 @ 1.2-1.5 MILS DFT. b.) 2 COATS S-W PROMAR 200 ZERO VOC INTERIOR LATEX SEMI-GLOSS B31W2600 @ 1.6-2.2 MILS DFT/COAT. 4. GYPSUM DRYWALL FINISH: EPOXY SYSTEM SEMI-GLOSS a.) 1 COAT S-W PROMAR 200 ZERO VOC INTERIOR LATEX PRIMER B28W2600 @ 1.2-1.5 MILS DFT. b.) 2 COATS S-W PRO INDUSTRIAL WATER BASED CATALYZED EPOXY B73 SERIES @ 2.0-4.0 MILS DFT/COAT. 5. NEW WOOD, STAINED: a.) 1 COAT S-W WOOD CLASSICS 250 INTERIOR OIL STAIN A49-800 SERIES. b.) 1 COAT S-W WOOD CLASSICS WATERBORNE POLYURETHANE GLOSS VARNISH A68. c.) 1 COAT S-W WOOD CLASSICS WATERBORNE POLYURETHANE SATIN VARNISH A68 d.) 0.8-1.2 MILS DTF/COAT. 6. NEW WOOD, PAINTED: a.) 1 COAT S-W PREMIUM WALL AND WOOD PRIMER B28W8111 @ 1.8-2.1 MILS DFT. b.) 2 COATS S-W PRO INDUSTRIAL ACRYLIC SEMIGLOSS B-66-650 @ 2.5-4.0 MILS DFT/COAT. 7. FERROUS METAL (PRIMED, BRUSH/ROLLER) - DOORS, FRAMES, HANDRAILS, MISC. METALS, ETC.: ACRYLIC a.) 1 COAT S-W PRO INDUSTRIAL PRO-CRYL UNIVERSAL PRIMER B66-310 @ 2.0-4.0 MILS DFT. b.) 2 COATS S-W PRO INDUSTRIAL ACRYLIC SEMIGLOSS B-66-650 @ 2.5 - 4 MILS DFT/COAT. 8. FERROUS METAL (PRIMER, SPRAYED), ALL EXPOSED STRUCTURAL STEEL AND EXPOSED MECHANICAL/ELECTRICAL ITEMS: FINISH IS ALKYD a.) SPOT PRIME AS NEEDED: S-W KEM BOND HS UNIVERSAL METAL PRIMER B50 SERIES @ 2.0-5.0 MILS DFT. b.) FINISH COAT S-W SUPER SAVE-LITE HI-TEC DRY FALL, EGGSHEL B48 SERIES @ 3.0-3.5 MILS DFT. 9. FERROUS METAL-ACRYLIC SYSTEM (PRIMER, SPRAYED), ALL EXPOSED STRUCTURAL STEEL AND EXPOSED MECHANICAL/ELECTRICAL ITEMS. NORMAL EXPOSURE, CONFIRM COMPATABILITY WITH SHOP APPLIED PRIMERS a.) SPOT PRIME AS NEEDED: S-W PRO INDUSTRIAL PRO-CRYL UNIVERSAL PRIMER @ 2.0-4.0 MILS DFT b.) -FINISH COAT S-W PRO INDUSTRIAL WATERBORNE ACRYLIC DRY FALL, EG-SHEL, B 42W2 @ 3.0-4.5 MILS DFT 1). CONTRACTOR SHALL MAINTAIN A DAILY LOG OF TEMPERATURE (50F-110F) AND RELATIVE HUMIDITY 2). AMBIENT TEMPERATURE AND SUBSTRATE TEMPERATURE SHALL BE 50 DEGREES F TO 110 DEGREES F. 3). RELATIVE HUMIDITY SHALL NOT EXCEED 75%. 10. GALVANIZED: INTERIOR CEILING DECKING: a.) SPRAYED: 1). FINISH COAT S-W PRO INDUSTRIAL WATERBORNE ACRYLIC DRYFALL, EG-SHEL, B42W2 @ 3.0-4.5 MILS DFT. 11. ALUMINUM,ZIC-COATED AND NON FERROUS METALS: a.) 1 COAT S-W PRO INDUSTRIAL PRO-CRYL UNIVERSAL PRIMER B66-310 @ 2.0 - 4.0 MILS DFT b.) 2 COATS S-W PRO INDUSTRIAL ACRYLIC SEMIGLOSS B66-650 @ 2.5-4.0 MILS DFT/COAT. 12. CONCRETE MASONRY UNITS: ACRYLIC FINISH: SEMI-GLOSS a.) 1 COAT S-W PREPRITE BLOCK FILLER B25W25- WHITE. b.) 2 COATS S-W PROMAR 200 ZERO VOC INTERIOR LATEX SEMI-GLOSS B31W2600 @ 1.6 -2.2 MILS DFT/COAT. 13. CONCRETE MASONRY UNITS EPOXY FINISH: SEMI-GLOSS a.) 1 COAT S-W HEAVY DUTY BLOCKFILLER B42W46-WHITE. b.) 2 COATS S-W PRO INDUSTRIAL WATER BASED CATALYZED EPOXY B73 SERIES @ 2.0-4.0 MILS DFT/COAT. 14. PRECAST CONCRETE: EG-SHELL a.) 1 COAT S-W LOXON CONCRETE MASONRY PRIMER A24W8300 @ 2.0-3.5 MILS DFT b.) 2 COAT S-W PROMAR 200 ZERO VOC INTERIOR LATEX EG-SHELL B20 SERIES @ 1.5-2.0 MILS DFT/COAT 15. FERROUS METAL (PRIMER, SPRAYED), ALL EXPOSED STRUCTURAL STEEL EPOXY/URETHANE a.) PREPARATION SSPC-SP-6 COMMERCIAL BLAST b.) 1 COAT DUPONT CORLAR 2.1 - LF63225P WHITE (4.0 - 6.0 DFT) MIX 1:1 WITH VF525 ACTIVATOR. (IF ROLLER APPLIED USE 5% RT001P ROLLING THINNER PER MIXED GALLON OF EPOXY). c.) 1 COAT DUPONT IMRON 3.5 HG -33M24861 WHITES (2.0 MILS DFT) MIX 4:1 WITH VG-M6005 ACTIVATOR. (IF ROLLER APPLIED USE 1OZ OF RT002P ROLLING ADDITIVE PER MIXED GALLON OF IMRON). Q. PROVIDE A YELLOW STRIPED AREA, 3' DEEP BY THE WIDTH OF THE ELECTRICAL PANELS, ON THE CONCRETE FLOOR IN FRONT OF THE ELECTRICAL PANELS AND SWITCHGEAR IN THE RECEIVING AREA. AT THE SWITCHGEAR, PAINT THE EXPOSED PORTION OF THE CONCRETE HOUSEKEEPING PAD YELLOW. DIVISION 10 SPECIALTIES 10 14 00 SIGNAGE A. REQUIREMENTS 1. CONTRACTOR TO FURNISH AND INSTALL SIGNAGE PER LOCAL, STATE, AND FEDERAL CODES AND PER ROOM FINISH SCHEDULE. 2. ALL SIGNAGE SHALL MEET THE REQUIREMENTS OF THE A.D.A. AND ANSI. 3. WHERE PERMANENT IDENTIFICATION IS PROVIDED FOR ROOMS AND SPACES, SIGNS SHALL BE INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR. WHERE THERE IS NO WALL SPACE TO THE LATCH SIDE OF THE DOOR, INCLUDING AT DOUBLE LEAF DOORS, SIGNS SHALL BE PLACED ON THE NEAREST ADJACENT WALL. 4. MOUNTING HEIGHT SHALL BE 60" ABOVE FINISH FLOOR TO THE CENTERLINE OF THE SIGN UNLESS INDICATED OTHERWISE. 5. PROVIDE HANDICAP PARKING SIGNS AS INDICATED ON PLANS AND AS REQUIRED BY LOCAL, STATE, AND FEDERAL CODES. 10 44 00 FIRE EXTINGUISHERS A. REQUIREMENTS 1. FURNISH AND INSTALL EXTINGUISHERS PER LOCAL, STATE, AND FEDERAL CODES, AND N.F.P.A. NO.10-1978. 2. MOUNT FIRE EXTINGUISHER NOT HIGHER THAN 48" ABOVE FINISH FLOOR UNLESS LOCAL REGULATIONS REQUIRE DIFFERENT HEIGHT. 3. ALL FIRE EXTINGUISHERS AND CABINETS TO MEET THE REQUIREMENTS OF THE A.D.A. AND ANSI A117.1. DIVISION 21 FIRE SUPPRESSION 21 10 00 FIRE PROTECTION WORK A. SEE FIRE PROTECTION PLANS FOR SPECIFICATIONS. DIVISION 22 PLUMBING 22 05 00 PLUMBING WORK A. SEE PLUMBING PLANS FOR SPECIFICATIONS DIVISION 23 HEATING AND VENTILATING AND AIR CONDITIONING 23 05 00 HEATING AND VENTILATION WORK A. SEE HVAC PLANS FOR SPECIFICATIONS. DIVISION 26 ELECTRICAL 26 05 00 ELECTRICAL WORK A. SEE ELECTRICAL PLANS FOR SPECIFICATIONS. 2016 © EXCEL ENGINEERING, INC. SHEET INFORMATION SHEET DATES SHEET ISSUE REVISIONS SHEET NUMBER PROJECT INFORMATION PROJECT NUMBER PROFESSIONAL SEAL 100 CAMELOT DRIVE FOND DU LAC, WI 54935 PHONE: (920) 926-9800 WWW.EXCELENGINEER.COM ARCHITECTS ● ENGINEERS ● SURVEYORS 2/26/2018 1:35:52 PM C:\Users\JesseH\Documents\1757840_Arch_Central_(rvt2015)_ToddS.rvt FEB. 14, 2018 GENERAL BUILDING SPECIFICATIONS 1757840 TENANT BUILD-OUT FOR: PROFILE BY SANFORD 11503 SPRING MILL RD, SUITE 650 ● CARMEL, IN 46032 T2.1 GENERAL BUILDING SPECIFICATIONS (CONT) 03/29/18 Nick Mishler INFORMATION ON THE PAYPAL ACCOUNT WILL BE SENT TO THE REQUESTOR ALONG WITH THE TOTAL FEE DUE. 6. SUBSEQUENT REQUESTS (TO INCLUDE ADDENDAS, CONSTRUCTION BULLETINS, REVISIONS, ETC) FOR CAD FILES ARE CONSIDERED A SEPARATE REQUEST AND THE $75 PER REQUEST AND $25 PER SHEET COST WILL APPLY. CONTRACTOR WILL NOT RECEIVE NEW CAD FILES WHEN PLANS CHANGE UNLESS A NEW REQUEST IS MADE. 7. CAD FILES WILL BE SENT BY METHOD OF EXCEL ENGINEERING, INC. CHOOSING WITHIN 24 HOURS OF RECEIPT OF PAYMENT WHENEVER POSSIBLE. 8. REVIT FILES WILL NOT BE MADE AVAILABLE. 01 32 00 SCHEDULING OF WORK A. THE CONTRACTOR SHALL OBTAIN THE OWNER'S APPROVAL OF THE CONSTRUCTION SCHEDULE PRIOR TO PROCEEDING WITH THE WORK. 01 33 23 SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES A. SUBMIT FIVE (5) COPIES OF ARCHITECTURAL, STRUCTURAL (HVAC, PLUMBING, FIRE PROTECTION AND ELECTRICAL IF PART OF THIS PLAN) SHOP DRAWINGS TO EXCEL ENGINEERING, INC. FOR APPROVAL PRIOR TO FABRICATION AND INSTALLATION. ARRANGEMENTS FOR ELECTRONIC SUBMISSION OF SHOP DRAWINGS IN PORTABLE DOCUMENT FORMAT (PDF) MAY BE MADE WITH EXCEL ENGINEERING, INC. PRIOR TO SUBMISSION. ELECTRONIC SUBMISSIONS MADE WITHOUT PRIOR ARRANGEMENT WILL BE RETURNED WITHOUT COMMENT AND STAMPED "REJECTED-RESUMBITI". SHOP DRAWINGS SHALL BE REVIEWED AND STAMPED BY THE CONTRACTOR PRIOR TO SUBMITTING FOR APPROVAL. SHOP DRAWING SUBMITTALS MUST BE 100% COMPLETE AND IN ONE (1) PACKAGE FOR THE ITEM BEING SUBMITTED. NON-COMPLETE SHOP DRAWINGS OR PARTIAL ITEM SHOP DRAWINGS WILL BE RETURNED TO THE CONTRACTOR WITHOUT COMMENT AND STAMPED "REJECTED-RESUBMIT." CONTRACTORS WHO KNOWINGLY WANT TO SUBMIT NON-COMPLETE SHOP DRAWINGS OR BREAK SINGLE ITEM SHOP DRAWINGS INTO MULTIPLE SUBMITTALS WILL BE RESPONSIBLE TO MAKE ARRANGEMENTS WITH EXCEL ENGINEERING, PRIOR TO SUBMITTING THE SHOP DRAWING(S), TO COMPENSATE EXCEL ENGINEERING FOR THE EXTRA WORK INVOLVED. NON-STRUCTURAL ITEMS AND SAMPLES FOR FINISHES ARE TO BE SUBMITTED TO EXCEL ENGINEERING, INC. FOR APPROVAL PRIOR TO INSTALLATION. AT A MINIMUM, PROVIDE THE FOLLOWING SUBMITTALS: -ARCHITECTURAL- CABINETRY AND MILLWORK DOORS, FRAMES AND HARDWARE FUNITURE FIXTURES INTERIOR FINISHES EXTERIOR FINISHES B. CONTRACTOR SHALL ALLOW 10 WORKING DAYS IN SCHEDULE FOR A/E TO REVIEW SHOP DRAWINGS. IF SHOP DRAWINGS REQUIRE AN EXPEDITED REVIEW PROCESS, CONTACT A/E PRIOR TO SUBMITTING THE SHOP DRAWINGS TO MAKE THE APPROPRIATE ARRANGEMENT. 01 40 00 QUALITY REQUIREMENTS A. IN AS MUCH AS THE SPECIFICATIONS ARE BRIEF, THE CONTRACTOR SHALL PROVIDE WORKMANSHIP THAT IS NEAT, SECURE AND OF THE BEST QUALITY WITH THE BEST POSSIBLE APPEARANCE AND UTILITY MEETING ALL APPLICABLE STANDARDS. FAULTY WORK SHALL BE REPAIRED OR REPLACED AT NO COST TO THE OWNER. INDUSTRY STANDARDS SHALL BE USED AS THE GUIDE FOR QUALITY OF MATERIALS AND WORKMANSHIP. 01 41 00 REGULATORY REQUIREMENTS A. ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES, ORDINANCES AND REGULATIONS, INCLUDING THE REQUIREMENTS OF THE AMERICAN WITH DISABILITIES ACT (A.D.A.) ARE MADE PART OF THESE SPECIFICATIONS AND SHALL BE COMPLIED WITH AS FAR AS THEY APPLY TO WORK UNDER THIS CONTRACT. 01 45 00 QUALITY CONTROL A. THE CONTRACTOR SHALL CONTACT EXCEL ENGINEERING, INC. (2) WORKING DAYS PRIOR TO POURING CONCRETE FOOTINGS AND BEFORE THE STRUCTURAL SYSTEM HAS BEEN ENCLOSED. A FINAL INSPECTION WILL BE MADE BY EXCEL ENGINEERING, INC. UPON COMPLETION OF THE PROJECT. B. NOTIFY ARCHITECT ONE WEEK IN ADVANCE TO SCHEDULE FINAL COMPLIANCE WALK-THRU. PRIOR TO THIS WALK THRU, PROVIDE THE ARCHITECT WITH THE FIRE PROTECTION SYSTEM TEST REPORT AND A COPY OF THE ELEVATOR INSPECTION REPORT AS APPLICABLE. ALL COMPONENT SUBMITTALS SHOULD BE FILED AND AVAILABLE FOR REVIEW AT THE WALK THRU. THE BUILDING SHALL BE COMPLETE AND ALL SYSTEMS OPERATIONAL AT THE TIME OF THE WALK THRU. IF THE ARCHITECT IS REQUIRED TO MAKE ADDITIONAL VISITS DUE TO NON-COMPLIANCE, THEY WILL BE CHARGED TO THE REQUESTING CONTRACTOR. 01 52 00 CONSTRUCTION FACILITIES A. THE CONTRACTOR SHALL FURNISH TEMPORARY OFFICE, TOILET FACILITIES, WORKING TELEPHONE, ELECTRICITY, HEAT, WATER AND FIRE EXTINGUISHERS AS REQUIRED FOR COMPLETION OF THE WORK UNLESS THE OWNER HAS AGREED IN WRITING TO FURNISH OR WAIVE ANY OF THE ABOVE ITEMS. 01 53 00 TEMPORARY CONSTRUCTION A. THE CONTRACTOR SHALL FURNISH TEMPORARY BRACING OF ALL BUILDING ELEMENTS DURING CONSTRUCTION. TEMPORARY BRACING SYSTEMS SHALL BE DESIGNED TO WITHSTAND CODE DESIGN LOADS. CONTRACTOR SHALL RETAIN SERVICES OF A PROFESSIONAL ENGINEER TO DESIGN AND SUPERVISE BRACING INSTALLATION IF THEY DO NOT HAVE THE EXPERTISE REQUIRED. 01 71 00 FIELD ENGINEERING A. THE CONTRACTOR SHALL PROVIDE ALL LAYOUT AS REQUIRED, COMPETENT FULL TIME ON SITE SUPERVISION, AND BROOM CLEANING OF CONSTRUCTION SITE INCLUDING DUMPSTERS FOR REFUSE DISPOSAL. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY ON SITE AND PROTECTION OF SITE PER LOCAL, STATE AND FEDERAL REQUIREMENTS. 01 78 00 CLOSEOUT SUBIMITTALS A. THE CONTRACTOR SHALL FURNISH "AS-BUILT" DRAWINGS REFLECTING ALL CHANGES DURING CONSTRUCTION. PROVIDE TWO (2) COPIES OF OPERATING AND MAINTENANCE MANUALS TO OWNER FOR ALL FURNISHED EQUIPMENT. 01 78 36 WARRANTIES A. THE CONTRACTOR SHALL GUARANTEE ALL WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR AFTER SUBSTANTIAL COMPLETION OF THE PROJECT. FURNISH MANUFACTURER'S WRITTEN WARRANTIES FOR SPECIFIED EQUIPMENT STATING EFFECTIVE WARRANTY DATE. DIVISION 02 EXISTING CONDITIONS 02 41 19 SELECTIVE STRUCTURAL DEMOLITION A. CONDUCT DEMOLITION AND DEBRIS REMOVAL OPERATIONS TO INSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, WALKS, AND OTHER ADJACENT OCCUPIED AND USED FACILITIES. B. IT IS UNKNOWN WHETHER HAZARDOUS MATERIALS WILL BE ENCOUNTERED, DO NOT DISTURB; IMMEDIATELY NOTIFY ARCHITECT AND OWNER. C. DEMOLISH AND REMOVE EXISTING CONSTRUCTION ONLY TO THE EXTENT REQUIRED BY NEW CONSTRUCTION AND AS SHOWN ON THE DEMOLITION PLANS. USE METHODS REQUIRED TO COMPLETE THE WORK WITHIN LIMITATIONS OF GOVERNING REGULATIONS. D. EXCEPT FOR ITEMS OR MATERIALS INDICATED TO BE REUSED, SALAVAGED, REINSTALLED OR TO REMAIN OWNER'S PROPERTY, REMOVE DEMOLISHED MATERIALS FROM PROJECT SITE AND LEGALLY DISPOSE OF THEM IN AN EPA APPROVED LANDFILL. DIVISION 03 CONCRETE 03 30 00 CAST-IN-PLACE CONCRETE A. DESIGN AND CONSTRUCTION OF ALL CAST-IN-PLACE CONCRETE WORK SHALL CONFORM TO ACI 318 BUILDING CODE AND CRSI MANUAL OF STANDARD PRACTICE. B. CONCRETE SLAB CONSTRUCTION TO BE PROVIDED PER MORE STRINGENT REQUIREMENTS OF GEOTECHNICAL REPORT OR CONSTRUCTION DOCUMENTS. C. DESIGN MIXES SHALL BE IN ACCORDANCE WITH ASTM C94. 1. STRENGTH TO BE MIN. 3,000 PSI AT 28 DAYS FOR FOOTINGS AND WALLS. 2. STRENGTH TO BE MIN. 3,500 PSI AT 28 DAYS FOR SLABS ON GRADE. 3. STRENGTH TO BE MIN. 4,000 PSI AT 28 DAYS FOR COLUMNS, BEAMS, EXTERIOR CONCRETE, STRUCTURAL SLABS, CONCRETE FILLED METAL DECK AND PRECAST TOPPINGS. 4. SLUMP SHALL NOT EXCEED 4". 5. ALL CONCRETE EXPOSED TO WEATHER SHALL BE AIR-ENTRAINED WITH 4-7% AIR CONTENT. NO OTHER ADMIXTURES SHALL BE USED WITHOUT APPROVAL OF EXCEL ENGINEERING, INC. CALCIUM CHLORIDE SHALL NOT BE USED. 6. MAXIMUM AGGREGATE SIZE FOR FOOTING TO BE 1 1/2" AND MAXIMUM AGGREGATE SIZE FOR ALL OTHER WORK TO BE 3/4" D. PLACE SLABS ON GRADE WITH CONSTRUCTION JOINT OR SAW JOINT AS INDICATED ON THE PLANS. SAW CUT TO BE DONE AS SOON AS POSSIBLE, BUT NO LATER THAN 24 HOURS AFTER CONCRETE IS PLACED. ALL INTERIOR SLABS TO HAVE A TROWEL FINISH AND ALL EXTERIOR SLABS TO HAVE A LIGHT BROOM FINISH UNLESS NOTED OTHERWISE. MAINTAIN FLOOR LEVEL AT WALLS AND PITCH SURFACES UNIFORMLY TO DRAINS. ALL CONCRETE IS TO BE CURED FOR 7 DAYS. FLOORS TO BE STAINED, TO RECEIVE AN ASHFORD SEALER, OR TO RECEIVE ANOTHER FINISH THAT IS NOT COMPATIBLE WITH CURING COMPOUNDS ARE TO BE WET CURED OR CURED WITH AN ARMORLON TRANSGUARD 4000 WET CURE COVER PER MANUFACTURER'S SPECIFICATION. EXTERIOR SLABS SHALL BE SEPARATED FROM BUILDINGS WITH CONTINUOUS 1/2" FIBER EXPANSION JOINT AND/OR 1/4" FIBER EXPANSION JOINT AT DECORATIVE MASONRY UNITS. INTERIOR SLABS SHALL BE SEPARATED FROM FOUNDATION WALLS AND PIERS WITH FORM RELEASE AGENT, 15 LB. FELT OR AS DETAILED ON PLANS. E. THE SLAB-ON-GRADE FLOOR FLATNESS/LEVELNESS SHALL MEET TO THE FOLLOWING CRITERIA: 1. TOP OF FLOOR ELEVATION SHALL BE WITHIN 3/4" OF DESIGN ELEVATION IN ACCORDANCE TO ACI 117 TOLERANCES. 2. THE SPECIFIED OVERALL VALUE FOR THE FLOOR FLATNESS/LEVELNESS IS AS FOLLOWS: a.) NONCRITICAL MECHANICAL ROOMS, NONPUBLIC AREAS, AND PARKING - FF20 / FL15. b.) CARPETED AREAS IN COMMERCIAL OFFICE, INDUSTRIAL BUILDING - FF25 / FL20. c.) THIN-SET FLOORING, WAREHOUSE, POLISHED CONCRETE - FF35 / FL25. d.) WAREHOUSE WITH AIR-PALLET USE, ICE RINKS - FF45 / FL35. e.) CRITICAL AREAS AS INDICATED ON PLAN - >FF50 / >FL50. 3. THE MINIMUM LOCAL VALUE FOR THE FLOOR FLATNESS/LEVELNESS SHALL NOT BE LESS THAN 67% OF THE SPECIFIED OVERALL VALUE. 4. CONTRACTOR SHALL REPLACE AREAS THAT DO NOT MEET THESE CRITERIA. F. ALL REINFORCING BARS SHALL BE ASTM A615 GRADE 60. THICKNESS OF CONCRETE COVER OVER REINFORCEMENT SHALL BE NOT LESS THAN 3" WHERE CONCRETE IS DEPOSITED AGAINST THE GROUND WITHOUT THE USE OF FORMS AND NOT LESS THAN 1 1/2" IN ALL OTHER LOCATIONS. ALL REINFORCING SHALL BE LAPPED 36 DIAMETERS FOR UP TO #6 BARS, 60 DIAMETERS FOR #7 TO #10 BARS OR AS NOTED ON THE DRAWINGS AND EXTENDED AROUND CORNERS WITH CORNER BARS. PLACING AND DETAILING OF STEEL REINFORCING AND REINFORCING SUPPORTS SHALL BE IN ACCORDANCE WITH CRSI AND ACI MANUAL AND STANDARD PRACTICES. THE REINFORCEMENT SHALL NOT BE PAINTED AND MUST BE FREE OF GREASE/OIL, DIRT OR DEEP RUST WHEN PLACED IN THE WORK. ALL WELDED WIRE FABRIC SHALL MEET THE REQUIREMENTS OF ASTM A185. WELDED WIRE FABRIC SHALL BE PLACED 2" FROM TOP OF SLAB, UNLESS INDICATED OTHERWISE. G. CONTRACTOR SHALL ENGAGE A QUALIFIED INDEPENDENT TESTING AND INSPECTING AGENCY TO SAMPLE MATERIALS, PERFORM TESTS, AND SUBMIT TEST REPORTS DURING CONCRETE PLACEMENT. TESTS WILL BE PERFORMED ACCORDING TO ACI?301. CAST AND LABORATORY CURE ONE SET OF FOUR STANDARD CYLINDERS FOR EACH COMPOSITE SAMPLE FOR EACH DAY'S POUR OF EACH CONCRETE MIX EXCEEDING 5 CU. YD., BUT LESS THAN 25 CU. YD., PLUS ONE SET FOR EACH ADDITIONAL 50 CU. YD. OR FRACTION THEREOF. PERFORM COMPRESSIVE-STRENGTH TESTS ACCORDING TO ASTM C 39. TEST TWO SPECIMENS AT 7 DAYS AND TWO SPECIMENS AT 28 DAYS. PERFORM SLUMP TESTING ACCORDING TO ASTM C 143. PROVIDE ONE TEST AT POINT OF PLACEMENT FOR EACH COMPOSITE SAMPLE, BUT NOT LESS THAN ONE TEST FOR EACH DAY'S POUR OF EACH CONCRETE MIX. PERFORM ADDITIONAL TESTS WHEN CONCRETE CONSISTENCY APPEARS TO CHANGE. H. PROTECT FRESHLY PLACED CONCRETE FROM PREMATURE DRYING AND EXCESSIVE COLD OR HOT TEMPERATURES. IN HOT, DRY, AND WINDY WEATHER, APPLY AN EVAPORATION-CONTROL COMPOUND ACCORDING TO MANUFACTURER'S INSTRUCTIONS AFTER SCREEDING AND BULL FLOATING, BUT BEFORE POWER FLOATING AND TROWELLING. I. LIMIT MAXIMUM WATER-CEMENTITIOUS RATIO OF CONCRETE EXPOSED TO FREEZING, THAWING AND DEICING SALTS TO 0.45. J. APPLY TROWEL FINISH TO MONOLITHIC SLAB SURFACES TO BE EXPOSED TO VIEW AND SLAB SURFACES TO BE COVERED WITH RESILIENT FLOORING, CARPET, PAINT, OR OTHER THIN FILM-FINISH COATING SYSTEM. APPLY NONSLIP BROOM FINISH TO EXTERIOR CONCRETE PLATFORMS, STEPS, AND RAMPS, AND ELSEWHERE AS INDICATED. K. TEST RESULTS WILL BE REPORTED IN WRITING TO ARCHITECT, READY-MIX PRODUCER, AND CONTRACTOR WITHIN 24 HOURS AFTER TESTS. REPORTS OF COMPRESSIVE STRENGTH TESTS SHALL CONTAIN THE PROJECT IDENTIFICATION NAME AND NUMBER, DATE OF CONCRETE PLACEMENT, NAME OF CONCRETE TESTING SERVICE, CONCRETE TYPE AND CLASS, LOCATION OF CONCRETE BATCH IN STRUCTURE, DESIGN COMPRESSIVE STRENGTH AT 28 DAYS, CONCRETE MIX PROPORTIONS AND MATERIALS, COMPRESSIVE BREAKING STRENGTH, AND TYPE OF BREAK FOR BOTH 7-DAY TESTS AND 28-DAY TESTS. DIVISION 6 WOOD, PLASTICS AND COMPOSITES 06 10 00 ROUGH CARPENTRY A. LUMBER SHALL BE GRADED AND STAMPED WITH MINIMUM STRUCTURAL DESIGN VALUES AS LISTED BELOW. 1. #1/#2 DOUG FIR - 850 PSI FB, 95 PSI FV, 1600 KSI E (BEAMS, LINTELS & HEADERS, UNLESS NOTED) 2. #1/#2 S.P.F. - 875 PSI FB, 1150 PSI FC, 1400 KSI E (ALL STUDS & PLATES, UNLESS NOTED) 3. LVL @ 1800 KSI E OR MICRO-LAM @ 1900 KSI E - 2600 PSI FB, 285 PSI FV (OR AS NOTED ON THE PLANS) 4. WOOD HEADER MATERIAL SHALL BE FREE OF ALL SPLITS, SHAKES AND CHECKS. B. MISCELLANEOUS LUMBER: PROVIDE NO. 3 OR STANDARD GRADE LUMBER OF ANY SPECIES FOR SUPPORT OR ATTACHMENT OF OTHER CONSTRUCTION, INCLUDING ROOFTOP EQUIPMENT CURBS AND SUPPORT BASES, CANT STRIPS, BUCKS, NAILERS, BLOCKING, AND SIMILAR MEMBERS. C. PROTECTION AGAINST DECAY WITH PRESERVATIVE-TREATED WOOD SHALL BE REQUIRED IN THE FOLLOWING AREAS: 1. ALL WOOD SILL PLATES, FRAMING, AND FURRING STRIPS ATTACHED TO EXTERIOR BELOW GRADE MASONRY AND CONCRETE WALLS. 2. ALL WOOD PLATES, BLOCKING, FRAMING AND FURRING STRIPS ATTACHED TO EXTERIOR, SINGLE-WYTHE MASONRY WALLS. 3. ALL WOOD CAP FLASHING BLOCKING ATTACHED TO MASONRY OR CONCRETE PARAPETS. 4. ALL WOOD SLEEPERS AND SILL PLATES ON CONCRETE SLABS IN DIRECT CONTACT WITH EARTH. a.) EXCEPTION: WOOD SILL PLATES ON CONCRETE SLABS SEPARATED FROM DIRECT CONTACT TO THE EARTH WITH A 10 MIL POLYETHYLENE VAPOR RETARDANT WILL NOT REQUIRE PRESERVATIVE-TREATMENT. 5. ALL WOOD IN CONTACT WITH GROUND OR EXPOSED TO THE WEATHER. D. FINISHES FOR FASTENERS AND HARDWARE IN CONTACT WITH PRESERVATIVE-TREATED WOOD ARE BASED ON THE FOLLOWING ASSUMPTIONS: 1. ALL INTERIOR TREATED WOOD SHALL USE AN ACQ-C, ACQ-D (CARBONATE), CBA-A, OR CA-B TREATMENT WITH RETENTION LEVELS LESS THAN OR EQUAL TO 0.40 PCF, 0.40 PCF, 0.41 PCF, AND 0.21 PCF RESPECTIVELY. 2. ALL CONNECTION HARDWARE AND FASTENERS IN DIRECT CONTACT WITH INTERIOR TREATED WOOD SHALL BE HOT-DIPPED GALVANIZED, MECHANICALLY GALVANIZED, OR STAINLESS STEEL. 3. ALL CONNECTION HARDWARE AND FASTENERS IN DIRECT CONTACT WITH EXPOSED EXTERIOR TREATED WOOD OR UNKNOWN TREATMENTS SHALL BE STAINLESS STEEL. 4. USE TAPCON "CLIMASEAL" FASTENERS TO CONNECT ACQ-TREATED WOOD BLOCKING TO MASONRY OR CONCRETE PARAPETS. E. SHOP DRAWINGS FOR PRESERVATIVE-TREATED WOOD, HARDWARE, AND FASTENERS: 1. THE CONTRACTOR SHALL FURNISH MATERIAL CERTIFICATES FOR ALL PRESERVATIVE-TREATED WOOD TYPES, SPECIFYING THE NAME OF THE TREATING COMPANY, THE PRESERVATIVE USED, THE LEVEL OF TREATMENT (0.10, 0.25, 0.40, ETC.), THE INTENDED USE (ABOVE GROUND, GROUND CONTACT, ETC.), AND A REFERENCE TO THE APPROPRIATE AWPA STANDARD. 2. THE CONTRACTOR SHALL FURNISH MATERIAL DATA SHEETS FOR HARDWARE AND FASTENERS IN CONTACT WITH PRESERVATIVE-TREATED WOOD. 06 20 23 INTERIOR FINISH CARPENTRY A. BEFORE INSTALLING INTERIOR FINISH CARPENTRY, CONDITION MATERIALS TO AVERAGE PREVAILING HUMIDITY IN INSTALLATION AREAS FOR A MINIMIUM OF 24 HOURS. B. INSTALL INTERIOR FINISH CARPENTRY LEVEL, PLUMB, TRUE, AND ALIGINED WITH ADJACENT MATERIALS. C. INSTALL TRIM WITH MINIMUM NUMBER OF JOINTS PRACTICAL, USING FULL LENGTH PIECES FROM MAXIMUM LENGHTS OF LUMBER AVAILABLE. COPE AT RETURNS, MITER AT OUTSIDE CORNERS AND COPE AT INSIDE CORNERS TO PRODUCE TIGHT FITTING JOINTS. USE SCARF JOINTS FOR END TO END JOINTS. D. IN STEEL STUD CONSTRUCTION, ATTACH WITH FINISH SCREWS - PREDRILL AND COUNTERSINK FASTENERS, FILL SURFACE FLUSH WITH FINISH COMPATIBLE FILLER AND SAND SMOOTH - PROVIDE SAMPLE TO OWNER/ INTERIOR DESIGNER E. SEE PLANS FOR INTERIOR TRIM AND CARPENTRY MATERIAL TYPE AND LOCATION. 06 40 23 INTERIOR ARCHITECTURAL WOODWORK A. BEFORE INSTALLATION, CONDITION WOODWORK TO AVERAGE PREVAILING HUMIDITY CONDITIONS IN INSTALLATION AREAS. EXAMINE SHOP-FABRICATED WORK FOR COMPLETION AND COMPLETE WORK AS REQUIRED. B. INSTALL WOODWORK TO COMPLY WITH REQUIREMENTS FOR THE SAME GRADE SPECIFED ON THE PLANS FOR FABICATION OF TYPE OF WOODWORK INVOLVED. C. INSTALL WOODWORK LEVEL, PLUMB, TRUE, AND STRAIGHT TO A TOLERANCE OF 1/8 INCH IN 96 INCHES. SHIM AS REQUIRED WITH CONCEALED SHIMS. D. SCRIBE AND CUT WOODWORK TO FIT ADJOINING WORK, REFINISH CUT SURFACES AND REPAIR DAMAGED FINISH AT CUTS. E. INSTALL CABINETS WITHOUT DISTORTION SO DOORS AND DRAWERS FIT OPENINGS PROPERLY AND ARE ACCURATELY ALIGNED. ADJUST HARDWARE TO CENTER DOORS AND DRAWERS IN OPENINGS AND TO PROVIDE UNENCUMBERED OPERATION. F. ANCHOR COUNTERTOPS SECURELY THROUGH SUPPORTS INTO UNDERSIDE OF COUNTERTOP. CAULK SPACE BETWEEN BACKSPLASH AND WALL WITH SEALANT. G. SEE PLAN FOR CABINETS, COUNTERTOPS, WINDOW SILLS, ETC, MATERIAL TYPE AND LOCATION. DIVISION 07 THERMAL AND MOISTURE PROTECTION 07 21 00 INSULATION A. ALL INSULATION MATERIALS AND INSTALLATION SHALL COMPLY WITH LOCAL AND STATE CODES. B. PRODUCT: FIBERGLASS INSULATION TO BE FIBERGLASS BATT OR ROLL COMPLYING WITH ASTM C665 AND NONCOMBUSTIBLE PER ASTM E136. THICKNESS OR R VALUE AS INDICATED ON PLANS. IF THICKNESS IS NOT SHOWN ON PLANS, THICKNESS TO BE THE DEPTH OF THE WALL OR RAFTER SYSTEM. 1. MANUFACTURER: CERTAINTEED OR OWENS CORNING. C. PRODUCT: VAPOR RETARDER TO BE MEMBRANE VAPOR RETARDER INSTALLED ON WARM SIDE (NORMALLY INSIDE) FACE OF THE INSULATION. 1. MANUFACTURER: "MEMBRAIN" BY CERTAINTEED. D. PRODUCT: BLOWN IN FIBER GLASS INSULATION TO BE INSULSAFE SP. 1. MANUFACTURER: CERTAINTEED E. PRODUCT: BLOWN IN WALL INSULATION TO BE OPTIMA. 1. MANUFACTURER: CERTAINTEED F. PRODUCT: ACOUSTICAL WALL INSULATION TO BE NOISE REDUCER SOUND CONTROL BATTS IN WOOD FRAME CONSTRUCTION. WALL INSULATION TO BE CERTASOUND SOUND ATTENUATION BATTS IN METAL FRAMED WALLS AND CEILINGS. ACOUSTICAL CEILING BATTS TO BE CERTASOUND. 1. MANUFACTURER: CERTAINTEED. 07 84 13 - PENETRATION FIRESTOPPING A. PROVIDE PRODUCTS BY ONE OF THE FOLLOWING: 1. GRACE CONSTRUCTION PRODUCTS. 2. HILTI, INC. 3. JOHNS MANVILLE. 4. 3M FIRE PROTECTION PRODUCTS. 5. TREMCO, INC.; TREMCO FIRE PROTECTION SYSTEMS GROUP. 6. USG CORPORATION. B. PROVIDE PENETRATION FIRESTOPPING THAT IS PRODUCED AND INSTALLED TO RESIST SPREAD OF FIRE ACCORDING TO REQUIREMENTS INDICATED, RESIST PASSAGE OF SMOKE AND OTHER GASES, AND MAINTAIN ORIGINAL FIRE-RESISTANCE RATING OF CONSTRUCTION PENETRATED. PENETRATION FIRESTOPPING SYSTEMS SHALL BE COMPATIBLE WITH ONE ANOTHER, WITH THE SUBSTRATES FORMING OPENINGS, AND WITH PENETRATING ITEMS IF ANY. C. PENETRATIONS IN FIRE-RESISTANCE-RATED WALLS: RATINGS DETERMINED PER ASTM E 814 OR UL 1479. 1. F-RATING: NOT LESS THAN THE FIRE-RESISTANCE RATING OF CONSTRUCTIONS PENETRATED. D. PENETRATIONS IN HORIZONTAL ASSEMBLIES: RATINGS DETERMINED PER ASTM E 814 OR UL 1479. 1. F-RATING: AT LEAST 1 HOUR, BUT NOT LESS THAN THE FIRE-RESISTANCE RATING OF CONSTRUCTIONS PENETRATED. 2. T-RATING: AT LEAST 1 HOUR, BUT NOT LESS THAN THE FIRE-RESISTANCE RATING OF CONSTRUCTIONS PENETRATED EXCEPT FOR FLOOR PENETRATIONS WITHIN THE CAVITY OF A WALL. E. PENETRATIONS IN SMOKE BARRIERS: PROVIDE PENETRATION FIRESTOPPING WITH RATINGS DETERMINED PER UL 1479. 1. L-RATING: NOT EXCEEDING 5.0 CFM/SQ. FT. OF PENETRATION OPENING AT BOTH AMBIENT AND ELEVATED TEMPERATURES. F. EXPOSED PENETRATION FIRESTOPPING: PROVIDE PRODUCTS WITH FLAME-SPREAD AND SMOKE-DEVELOPED INDEXES OF LESS THAN 25 AND 450, RESPECTIVELY, AS DETERMINED PER ASTM?E?84. G.ACCESSORIES: PROVIDE COMPONENTS FOR EACH PENETRATION FIRESTOPPING SYSTEM THAT ARE NEEDED TO INSTALL FILL MATERIALS AND TO MAINTAIN RATINGS REQUIRED. USE ONLY THOSE COMPONENTS SPECIFIED BY PENETRATION FIRESTOPPING MANUFACTURER AND APPROVED BY QUALIFIED TESTING AND INSPECTING AGENCY FOR FIRESTOPPING INDICATED. H.EXAMINE SUBSTRATES AND CONDITIONS, FOR COMPLIANCE WITH REQUIREMENTS FOR OPENING CONFIGURATIONS, PENETRATING ITEMS, SUBSTRATES, AND OTHER CONDITIONS AFFECTING PERFORMANCE OF THE WORK. I. INSTALL PENETRATION FIRESTOPPING TO COMPLY WITH MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS AND PUBLISHED DRAWINGS FOR PRODUCTS AND APPLICATIONS INDICATED. J. INSTALL FORMING MATERIALS AND OTHER ACCESSORIES OF TYPES REQUIRED TO SUPPORT FILL MATERIALS DURING THEIR APPLICATION AND IN THE POSITION NEEDED TO PRODUCE CROSS-SECTIONAL SHAPES AND DEPTHS REQUIRED TO ACHIEVE FIRE RATINGS INDICATED. 1. AFTER INSTALLING FILL MATERIALS AND ALLOWING THEM TO FULLY CURE, REMOVE COMBUSTIBLE FORMING MATERIALS AND OTHER ACCESSORIES NOT INDICATED AS PERMANENT COMPONENTS OF FIRESTOPPING. K.INSTALL FILL MATERIALS FOR FIRESTOPPING BY PROVEN TECHNIQUES TO PRODUCE THE FOLLOWING RESULTS: 1. FILL VOIDS AND CAVITIES FORMED BY OPENINGS, FORMING MATERIALS, ACCESSORIES, AND PENETRATING ITEMS AS REQUIRED TO ACHIEVE FIRE-RESISTANCE RATINGS INDICATED. 2. APPLY MATERIALS SO THEY CONTACT AND ADHERE TO SUBSTRATES FORMED BY OPENINGS AND PENETRATING ITEMS. 3. FOR FILL MATERIALS THAT WILL REMAIN EXPOSED AFTER COMPLETING THE WORK, FINISH TO PRODUCE SMOOTH, UNIFORM SURFACES THAT ARE FLUSH WITH ADJOINING FINISHES. L. IDENTIFY PENETRATION FIRESTOPPING WITH PREPRINTED METAL OR PLASTIC LABELS. ATTACH LABELS PERMANENTLY TO SURFACES ADJACENT TO AND WITHIN 6 INCHES OF FIRESTOPPING EDGE SO LABELS WILL BE VISIBLE TO ANYONE SEEKING TO REMOVE PENETRATING ITEMS OR FIRESTOPPING. USE MECHANICAL FASTENERS OR SELF-ADHERING-TYPE LABELS WITH ADHESIVES CAPABLE OF PERMANENTLY BONDING LABELS TO SURFACES ON WHICH LABELS ARE PLACED. INCLUDE THE FOLLOWING INFORMATION ON LABELS: 1. THE WORDS "WARNING - PENETRATION FIRESTOPPING - DO NOT DISTURB. NOTIFY BUILDING MANAGEMENT OF ANY DAMAGE." 2. CONTRACTOR'S NAME, ADDRESS, AND PHONE NUMBER. 3. DESIGNATION OF APPLICABLE TESTING AND INSPECTING AGENCY. 4. DATE OF INSTALLATION. 5. MANUFACTURER'S NAME. 6. INSTALLER'S NAME. 07 92 00 SEALANTS A. GENERAL: IT IS THE INTENTION OF THIS SPECIFICATION THAT ALL JOINTS ARE TO RECEIVE SEALANT. SEALANT SHALL BE APPLIED IN ALL LOCATIONS INDICATED ACCORDING TO THE MANUFACTURER'S WRITTEN INSTRUCTIONS, INCLUDING BUT NOT LIMITED TO; JOINT WIDTH, SURFACE PREPARATION, PRIMERS, APPLICATION TEMPERATURE, AND MATERIAL STORAGE. SEALANT IS TO BE APPLIED AFTER FINISH OPERATIONS ARE COMPLETE. UNLESS OTHERWISE NOTED IN THE MANUFACTURER'S INSTRUCTIONS, APPROPRIATE SIZED BACKER RODS AND BOND BREAK IS REQUIRED AT ALL JOINTS. B. EXTERIOR: 1. SEAL PERIMETER OF ALL WINDOWS, DOORS, LOUVERS, VENT OPENINGS, AND ANY LOCATION WHERE DIFFERENT MATERIALS MEET, WITH SEALANT TYPE ES-1. 2. SEAL JOINTS AT ROOF OPENINGS, EAVES, AND SOFFITS, FOR A WATERTIGHT CONNECTION WITH SEALANT TYPE ES-2. 3. SEAL THRESHOLDS TO SUBSTRATE WITH SEALANT TYPE ES-3. 4. SEAL ALL CMU CONTROL JOINTS, JOINTS IN PRE-CAST CONCRETE PANELS, AND JOINTS BETWEEN PRE-CAST COMPONENTS AND MASONRY OR OTHER PRE-CAST OR CAST-IN -PLACE CONCRETE, WITH SEALANT TYPE ES-4. 5. SEAL ALL JOINTS IN TRAFFIC SURFACES SUCH AS CONCRETE PAVEMENT, SIDEWALKS, AND PADS WITH SEALANT TYPE ES-5. (USE ES-6 AT SURFACES SLOPING IN EXCESS OF 1/2" PER FOOT). 6. SEAL BASE CHANNELS FOR INSULATED METAL PANELS WITH SEALANT TYPE ES-7. 7. SEAL PANEL TO PANEL JOINTS IN INSULATED METAL PANELS WITH SEALANT TYPE ES-7. 8. SEAL FACE JOINTS IN INSULATED PANELS WHERE INDICATED WITH SEALANT TYPE ES-8. C. INTERIOR: 1. SEAL ALL CMU CONTROL JOINTS, JOINTS IN PRE-CAST CONCRETE PANELS, AND JOINTS BETWEEN PRE-CAST COMPONENTS AND MASONRY OR OTHER PRE-CAST OR CAST-IN -PLACE CONCRETE, WITH SEALANT TYPE ES-4. 2. SEAL JOINTS IN EXPOSED CONCRETE SLABS IN WITH SEALANT TYPE ES-9. 3. SEAL JOINTS BETWEEN TOP OF CONCRETE CURBS AND INSULATED METAL PANELS WITH SEALANT TYPE ES-10. 4. SEAL JOINTS IN COOLER AND FREEZER FLOORS WITH SEALANT ES-11. 5. SEAL JOINTS AT ALL LOCATIONS INDICATED TO RECEIVE "STRANLOK" FINISH IN FOOD PROCESSING FACILITIES, FOOD PREPARATION, AND FOOD STORAGE AREAS WITH SEALANT TYPE ES-10. 6. SEAL COUNTERTOPS, BACKSPLASH, PERIMETERS OF PLUMBING FIXTURES WITH SEALANT TYPE ES-12. 7. SEAL UNDER BASE TRACK FOR DRYWALL PARTITIONS, INTERIOR DOOR AND WINDOW FRAMES, AND WALL ANGLE AT SUSPENDED CEILINGS WITH SEALANT TYPE AS-1. D. SEALANT SCHEDULE: (SIMILAR PRODUCTS BY OTHER MANUFACTURERS MAY BE SUBMITTED FOR APPROVAL.) 1. ES-1: TREMCO "DYMONIC FC", ONE PART HIGH PERFORMANCE POLYURETHANE SEALANT. 2. ES-2: TREMCO "GUTTER SEAL" SYNTHETIC RUBBER AND RESIN SEALANT. 3. ES-3 TREMCO "BUTYL SEALANT" 4. ES-4: TREMCO "VULKEM 116" ONE PART LOW MODULUS POLYURETHANE SEALANT. 5. ES-5: TREMCO "VULKEM 45" ONE PART, SELF LEVELING, POLYURETHANE SEALANT. 6. ES-6: TREMCO "VULKEM 45SSL" ONE PART, SELF LEVELING, POLYURETHANE SEALANT. 7. ES-7: TREMCO "DYMONIC" ONE PART, HIGH PERFORMANCE, LOW MODULUS, POLYURETHANE SEALANT. 8. ES-8: TREMCO "SPECTREM 3" ONE PART, LOW MODULUS SILICONE SEALANT. 9. ES-9: VERSA-FLEX "SL/85" TWO PART, SELF-LEVELING, POLYUREA SEALANT. 10. ES-10: SONNEBORN DEGUSSA "NP1" 11. ES-11: M&M "SPAL-PRO RSF" TWO COMPONENT POLYUREA JOINT FILLER. 12. ES-12: GE SILICONE II KITCHEN AND BATH SILICONE SEALANT. 13. AS-1: DAP "ALEX PLUS" PAINTABLE ACRYLIC-SILICONIZED SEALANT. DIVISION 08 OPENINGS 08 11 13 HOLLOW METAL DOORS AND FRAMES A. HOLLOW METAL FRAMES: COMPLY WITH ANSI/SDI A250.11. 1. SET FRAMES ACCURATELY IN POSITION, PLUMBED, ALIGNED, AND BRACED SECURELY UNTIL PERMANENT ANCHORS ARE SET. AFTER WALL CONSTRUCTION IS COMPLETE, REMOVE TEMPORARY BRACES, LEAVING SURFACES SMOOTH AND UNDAMAGED. a.) AT FIRE-PROTECTION-RATED OPENINGS, INSTALL FRAMES ACCORDING TO NFPA80 B. HOLLOW METAL DOORS: FIT HOLLOW METAL DOORS ACCURATELY IN FRAMES, WITHIN CLEARANCES. SHIM AS NECESSARY. 1. FIRE-RATED DOORS: INSTALL DOORS WITH CLEARANCES ACCORDING TO NFPA80 2. SMOKE-CONTROL DOORS: INSTALL DOORS ACCORDING TO NFPA105 C. SEE PLAN FOR PRODUCT SPECIFICATION AND LOCATION. FURNISH AND INSTALL ALL DOORS AND FRAMES AS INDICATED ON THE PLANS 08 14 16 FLUSH WOOD DOORS A. INSTALL DOORS TO COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS AND THE REFERENCED QUALITY STANDARD, AND AS INDICATED. 1. INSTALL FIRE-RATED DOORS IN CORRESPONDING FIRE-RATED FRAMES ACCORDING TO NFPA80 B. ALIGN IN FRAMES FOR UNIFORM CLEARANCE AT EACH EDGE. C. SEE PLAN FOR PRODUCT SPECIFICATION AND LOCATION. FURNISH AND INSTALL ALL DOORS AS INDICATED ON THE PLANS 08 41 13 ALUMINIUM-FRAMED ENTRANCES AND STOREFRONTS A. INSTALLATION 1. COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. 2. DO NOT INSTALL DAMAGED COMPONENTS 3. FIT JOINTS TO PRODUCE HAIRLINE JOINTS FREE OF BURRS AND DISTORTION. 4. RIGIDLY SECURE NONMOVEMENT JOINTS. 5. INSTALL ANCHORS WITH SEPARATORS AND ISOLATORS TO PREVENT METAL CORROSION AND ELECTROLYTIC DETERIORATION. 6. SEAL JOINTS WATERTIGHT UNLESS OTHERWISE INDICATED B. INSTALL COMPONENTS TO DRAIN WATER PASSING JOINTS, CONDENSATION OCCURRING WITHIN FRAMING MEMBERS, AND MOISTURE MIGRATING WITHIN THE SYSTEM TO EXTERIOR. C. INSTALL COMPONENTS PLUMB AND TRUE IN ALIGNMENT WITH ESTABLISHED LINES AND GRADES, AND WITHOUT WARP OR RACK. D. ENTRANCE DOORS: INSTALL DOORS TO PRODUCE SMOOTH OPERATION AND TIGHT FIT AT CONTACT POINTS. E. SEE PLAN FOR PRODUCT SPECIFICATION AND LOCATION. FURNISH AND INSTALL ALL ENTRANCES AND STOREFRONTS AS INDICATED ON THE PLANS 08 71 00 HARDWARE A. REQUIREMENTS 1. ALL LOCKSETS SHALL BE LEVER TYPE AS REQUIRED TO MEET REQUIREMENTS OF A.D.A. 2. ALL OTHER HARDWARE SHALL CONFORM TO THE REQUIREMENTS OF A.D.A. 3. ALL EXIT DOORS SHALL BE EQUIPPED WITH LEVER TYPE OR PANIC TYPE EXIT HARDWARE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A LATCH, KEY OR BOLT. 4. CONTRACTOR TO COORDINATE KEYING SCHEDULE WITH OWNER. B. MOUNTING HEIGHTS: MOUNT DOOR HARDWARE UNITS AT HEIGHTS REQUIRED TO COMPLY WITH GOVERNING REGULATIONS C. INSTALL EACH DOOR HARDWARE ITEM TO COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS D. THRESHOLDS: SET THRESHOLDS FOR EXTERIOR AND ACOUSTICAL DOORS IN FULL BED OF SEALANT E. ADJUSTMENT: ADJUST AND CHECK EACH OPERATING ITEM OF DOOR HARDWARE AND EACH DOOR TO ENSURE PROPER OPERATION OR FUNCTION OF EVERY UNIT. REPLACE UNITS THAT CANNOT BE ADJUSTED TO OPERATE AS INTENDED. ADJUST DOOR CONTROL DEVICES TO COMPENSATE FOR FINAL OPERATION OF HEATING AND VENTILATING EQUIPMENT AND TO COMPLY WITH REFERENCED ACCESSIBILITY REQUIREMENTS 2016 © EXCEL ENGINEERING, INC. SHEET INFORMATION SHEET DATES SHEET ISSUE REVISIONS SHEET NUMBER PROJECT INFORMATION PROJECT NUMBER PROFESSIONAL SEAL 100 CAMELOT DRIVE FOND DU LAC, WI 54935 PHONE: (920) 926-9800 WWW.EXCELENGINEER.COM ARCHITECTS ● ENGINEERS ● SURVEYORS 2/26/2018 1:35:52 PM C:\Users\JesseH\Documents\1757840_Arch_Central_(rvt2015)_ToddS.rvt FEB. 14, 2018 GENERAL BUILDING SPECIFICATIONS 1757840 TENANT BUILD-OUT FOR: PROFILE BY SANFORD 11503 SPRING MILL RD, SUITE 650 ● CARMEL, IN 46032 T2.0 GENERAL BUILDING SPECIFICATIONS 03/29/18 Nick Mishler 1 SANITARY FIXTURES OCCUPANT LOADS CONSTRUCTION CLASSIFICATION APPLICABLE BUILDING CODES BUILDING SIZE PLUMBING FIXTURE FACTORS BASED ON 2012 INTERNATIONAL BUILDING CODE, TABLE 2902.1 15.85 7.24 RETAIL 30 GROSS 22.46 OFFICE 100 GROSS TOTAL OCCUPANT LOAD OF THE BUILDING = 49 OCCUPANTS BUSINESS AREAS 674 724 111 7 NET CONFERENCE ROOM MERCANTILE GRADE FLOOR AREAS OCCUPANT LOADS BASED ON 2012 INTERNATIONAL BUILDING CODE, TABLE 1004.1.2 STORAGE ROOM 1.70 ACCESSORY STORAGE AREAS 512 300 GROSS TENANT BUILD-OUT 2,405 SF TYPE II(B) CONSTRUCTION ENTIRE BUILDING IS FULLY EQUIPPED w/ AN AUTOMATIC SPRINKLER SYSTEM PER N.F.P.A. 13 OCCUPANCY CLASSIFICATIONS NON SEPARATED USES w/ MIXED OCCUPANCY CLASSIFICATIONS WITHIN TENANT SPACE INCLUDE: MERCANTILE GROUP M BUSINESS GROUP B STORAGE GROUP S-1 ASSEMBLY GROUP A-3 MEANS OF EGRESS 250 FT. EXIT ACCESS TRAVEL DISTANCE (SPRINKLERED) EGRESS WIDTH PER OCCUPANT SERVED = 0.2" (SPRINKLERED) (49) TOTAL OCCUPANTS x 0.2" = 9.8" EGRESS WIDTH REQUIRED PROVIDED EGRESS WIDTH = 72" OCCUPANT LOAD BY CALCULATION DENSITY SF/PERSON FLOOR AREA (S.F.) CLASSIFICATION OF OCCUPANCY FOR USE ROOM OR SPACE DESIGNATION ASSEMBLY CONCENTRATED 1/750 1/1000 M GROUP (MERCANTILE) 23 PERSONS (12 M / 12 F) 1/500 .024 1 (WC) 2 1/100 1/1000 S GROUP (STORAGE) 2 PERSONS (1 M / 1 F) 1/100 .01 8 PERSONS (4 M / 4 F) .16 B GROUP (OFFICE) 1/100 OCCUPANCY WATER CLOSETS LAVATORIES DRINK FOUNTAINS TYPE CAPACITY FACTORS # M. FIX. # F. FIX. FACTORS # FIX. FACTORS # FIX. TOTAL .244 PROVIDED FIXTURES 1 1/25 (FIRST 50) 1/50 (AFTER) 1/40 (FIRST 80) 1/80 (AFTER) 16 PERSONS (8 M / 8 F) .05 A-3 GROUP (LECTURE HALL) 1/200 1/1000 1/150 (MEN) 1/75 (WOMEN) .024 .01 .16 .294 .10 .023 .002 .08 .121 .016 1 (WC) .03 .02 .20 .33 .08 2014 INDIANA BUILDING CODE (IBC 2012) 2012 INDIANA PLUMBING CODE 2009 INDIANA ELECTRIC CODE (NFPA 70-2008) 2014 INDIANA MECHANICAL CODE (IMC 2012) 2010 INDIANA ENERGY CONSERVATION CODE (ASHRAE 90.1 2007) 2014 INDIANA FIRE CODE (IFC 2012) 2014 INDIANA FUEL GAS CODE (IFGC 2012) AFF AHU ANSI ARCH BLDG CATV CLG CLR CONC CONST CONTR CT DF DIM DISP EDF EP EEP EFD EXST EXTG EXT FD FLUOR GC GWB GYP HC HVAC INSUL INT LAV LOC MAX MIN NIC NTS OC OPNG PLAM PLBG PLYWD REQ RM SI TYP VAC VTR ABOVE FINISHED FLOOR AIR HANDLER UNIT AMERICAN NATIONAL STANDARDS INSTITUTE ARCHITECTURAL BUILDING CABLE TELEVISION CEILING CLEAR CONCRETE CONSTRUCTION CONTRACTOR CERAMIC TILE DRINKING FOUNTAIN DIMENSION DISPENSARY EXISTING DRINKING FOUNTAIN ELECTRIC PANEL EXISTING ELECTRICAL PANEL EXISTING FLOOR DRAIN EXISTING EXISTING EXTERIOR FLOOR DRAIN FLUORESCENT GENERAL CONTRACTOR GYPSUM WALL BOARD GYPSUM HANDICAP(ED) HEATING/VENTILATING/AIR CONDITIONING INSULATION INTERIOR LAVATORY LOCATION(S) MAXIMUM MINIMUM NOT IN CONTRACT NOT TO SCALE ON CENTER OPENING PLASTIC LAMINATE PLUMBING PLYWOOD REQUIRED (REQUIREMENTS) ROOM SYMPATECO, INC. TYPICAL VACUUM VENT THROUGH ROOF LIST OF ABBREVIATIONS ALLOWABLE AREAS OCCUPANCY CLASSIFICATIONS WITHIN OVERALL BUILDING INCLUDE: MERCANTILE GROUP M BUSINESS GROUP B STORAGE GROUP S-1 ASSEMBLY GROUP A-2 ASSEMBLY GROUP A-3 MOST RESTRICTIVE IS A-2 2012 IBC TABLE 503 MAXIMUM ALLOWABLE BUILDING AREA (At) = 9,500 S.F. PER FLOOR 2012 IBC SECTION 506.3 AREA MODIFICATION DUE TO AUTOMATIC SPRINKLER SYSTEM (Is) = 300% FOR SINGLE STORY BUILDINGS ABOVE GRADE PLANE TOTAL ALLOWABLE AREA = 38,000 S.F. PER FLOOR NO FIRE SEPARATION BETWEEN TENANTS REQUIRED OCCUPANCY CLASSIFICATIONS WILL NOT EXCEED THE TOTAL ALLOWABLE AREA OF THE BUILDING ARCHITECTURAL MEP EXCEL ENGINEERING INC. CONTACT: JAY JOHNSON 100 CAMELOT DRIVE FOND DU LAC, WI 54935 P: (920) 926-9800 F: (920) 926-9801 EXCEL ENGINEERING INC. CONTACT: MICHAEL ZAGAR 100 CAMELOT DRIVE FOND DU LAC, WI 54935 P: (920) 926-9800 F: (920) 926-9801 OWNER AGENT ACCESS COMMERCIAL, LLC CONTACT: BRIAN WEHRS 11605 MIRACLE HILLS DRIVE, SUITE 302 OMAHA, NE 68154 P: (402) 201-9108 PROJECT OWNER PROFILE BY SANFORD CONTACT: KRISTI HEY 1305 W. 18TH STREET SIOUX FALLS, SD 57105 P: (605) 312-7704 F: (605) 312-7701 • ALL WORK SHALL CONFORM TO BUILDING CODES, ORDINANCES, AND LAWS HAVING JURISDICTION AT PROJECT SITE. NOTIFY ARCHITECT IN WRITING OF ALL CONFLICTS. • EXAMINATION OF SITE: THE CONTRACTOR SHALL VISIT THE PROJECT SITE AND EXAMINE FOR HIMSELF ALL CONDITIONS AFFECTING THE WORK. CONTRACTOR SHALL FURNISH ALL LABOR AND MATERIALS NECESSARY TO PREPARE THE SITE FOR EXECUTION OF THIS CONTRACT. • DIMENSIONS: DO NOT SCALE DRAWINGS. USE DIMENSIONS SHOWN ON DRAWINGS AND ACTUAL FIELD MEASUREMENTS. NOTIFY ARCHITECT IN WRITING OF DISCREPANCIES. VERIFY ALL DIMENSIONS AND CONDITIONS AND NOTIFY ARCHITECT OF ALL DISCREPANCIES IN WRITING BEFORE PROCEEDING WITH WORK. ANY ERRORS, AMBIGUITIES AND OMISSIONS IN DRAWINGS AND SPECIFICATIONS SHALL BE REPORTED TO ARCHITECT FOR CORRECTION BEFORE ANY PART OF THE WORK IS STARTED. UNLESS EXPRESSLY STIPULATED, NO ADDITIONAL ALLOWANCE WILL BE MADE IN THE CONTRACTORS' AND/OR MANUFACTURERS' FAVOR BY VIRTUE OF ERRORS, AMBIGUITIES AND/OR OMISSIONS WHICH SHOULD HAVE BEEN DISCOVERED DURING THE PREPARATION OF BID ESTIMATE AND DIRECTED TO THE ARCHITECT'S ATTENTION IN A TIMELY MANNER. • CONTRACTORS: IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY FOR PROPER COORDINATION AND COMPLETION OF THE WORK DESCRIBED. BEFORE ORDERING MATERIALS OR COMMENCING WITH WORK WHICH IS DEPENDENT UPON PROPER SIZING OF, OR INSTALLATION IN EXISTING PREVIOUS CONDITIONS, THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS BY TAKING MEASUREMENTS AT BUILDING SITE AND SHALL BE RESPONSIBLE FOR THEIR CORRECTNESS. ANY DISCREPANCIES BETWEEN DRAWINGS AND/OR SPECIFICATIONS AND EXISTING CONDITIONS SHALL BE REFERRED TO THE ARCHITECT FOR ADJUSTMENT BEFORE ANY WORK AFFECTED THEREBY IS COMMENCED. • MATERIALS: WHEN REFERENCE IS MADE IN THE SPECIFICATIONS TO TRADE NAMES OR TO THE NAMES OF MANUFACTURERS, SUCH REFERENCES ARE MADE SOLELY TO DESIGNATE AND IDENTIFY QUALITY OF MATERIAL OR EQUIPMENT, AND NOT TO RESTRICT COMPETITIVE BIDDING. IF THE CONTRACTOR WISHES TO USE MATERIALS OR EQUIPMENT OTHER THAN SPECIFIED, PRIOR WRITTEN APPROVAL OF ARCHITECT AND OWNER MUST BE OBTAINED. THE ARCHITECT AND OWNER WILL APPROVE SUCH MATERIAL OR EQUIPMENT CHANGES IF THEY ARE CONSIDERED SUITABLE AND EQUAL TO THOSE SPECIFIED. • MANUFACTURER'S DIRECTIONS: ALL MANUFACTURED ARTICLES, MATERIAL AND EQUIPMENT SHALL BE APPLIED, INSTALLED, CONNECTED, ERECTED, USED, CLEANED AND CONDITIONED AS DIRECTED BY THE MANUFACTURERS, UNLESS HEREIN SPECIFIED TO THE CONTRARY. • WORK AND MATERIAL NOT SPECIFIED: ANY ITEM OF WORK NECESSARY TO THE PROPER COMPLETION OF CONSTRUCTION UNDER THIS CONTRACT WHICH IS NOT SPECIFICALLY COVERED IN THE DRAWINGS AND SPECIFICATIONS SHALL BE PERFORMED IN A MANNER DEEMED GOOD PRACTICE OF THE TRADE INVOLVED. MATERIALS AND EQUIPMENT NOT SPECIFICALLY COVERED BY THE DRAWINGS AND SPECIFICATIONS SHALL BE OF A STANDARD EQUAL TO GOOD PRACTICE COMMENSURATE WITH THE CLASS OF STRUCTURE CONSTRUCTED AND TO THE MATERIALS SHOWN OR SPECIFIED HEREIN. • PERMITS, FEES AND NOTICES: THE OWNER WILL SECURE AND PAY FOR THE BUILDING PERMIT UNLESS OTHER ARRANGEMENTS ARE MADE WITH THE OWNER. THE CONTRACTOR SHALL SECURE AND PAY FOR ALL OTHER PERMITS RELATED TO HIS WORK. THE CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS, CODES AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY BEARING ON THE PERFORMANCE OF HIS WORK. INSURANCE: OWNER AND ALL CONTRACTORS SHALL EFFECT AND MAINTAIN PROPER INSURANCE. • CHANGES IN WORK: ALL CHANGES IN THE DOCUMENTS ARE TO BE DOCUMENTED BY MEMO, FIELD ORDER, OR CHANGE ORDER INITIATED BY THE ARCHITECT AND SIGNED BY OWNER AND CONTRACTOR. ACCESS COMMERCIAL, LLC. RESERVES THE RIGHT TO DETERMINE A FAIR AND EQUITABLE SOLUTION TO ANY PROBLEMS, MISTAKES, OVERSIGHTS OR HIDDEN DAMAGE. PLEASE PHONE OUR OFFICE IMMEDIATELY UPON DISCOVERY. DO NOT INSTINCTIVELY PRODUCE A SOLUTION, OR PROCEED WITH WORK THAT WOULD RESULT IN A CHANGE ORDER REQUIRING REIMBURSEMENT BY THE OWNER OR SYMPATECO, INC. ANY SOLUTIONS OUTSIDE THIS POLICY SHALL BE WITH PRIOR APPROVAL AND WILL BE AT THE FRANCHISEE'S OR CONTRACTOR EXPENSE. 2016 © EXCEL ENGINEERING, INC. SHEET INFORMATION SHEET DATES SHEET ISSUE REVISIONS SHEET NUMBER PROJECT INFORMATION PROJECT NUMBER PROFESSIONAL SEAL 100 CAMELOT DRIVE FOND DU LAC, WI 54935 PHONE: (920) 926-9800 WWW.EXCELENGINEER.COM ARCHITECTS ● ENGINEERS ● SURVEYORS 2/26/2018 1:35:51 PM C:\Users\JesseH\Documents\1757840_Arch_Central_(rvt2015)_ToddS.rvt FEB. 14, 2018 TITLE SHEET 1757840 TENANT BUILD-OUT FOR: PROFILE BY SANFORD 11503 SPRING MILL RD, SUITE 650 ● CARMEL, IN 46032 CS1.0 PROFILE BY SANFORD TENANT BUILD-OUT FOR: CARMEL, INDIANA PROJECT INFORMATION SYMBOLS LEGEND SHEET INDEX NUMBER SHEET NAME / DESCRIPTION SHEET ISSUE DATE LATEST SHEET REVISION NUMBER DATE GENERAL CS1.0 TITLE SHEET FEB. 14, 2018 T2.0 GENERAL BUILDING SPECIFICATIONS FEB. 14, 2018 T2.1 GENERAL BUILDING SPECIFICATIONS FEB. 14, 2018 ARCHITECTURAL A1.1 FLOOR PLAN FEB. 14, 2018 A1.2 FIXTURE PLAN FEB. 14, 2018 A1.3 FINISH PLAN FEB. 14, 2018 A1.4 REFLECTED CEILING PLAN FEB. 14, 2018 A4.0 DETAILS & ELEVATIONS FEB. 14, 2018 A5.0 ENLARGED PLANS FEB. 14, 2018 FIRE PROTECTION FP0.1 LEGENDS, SPECIFICATIONS, DETAILS, & SCHEDULES FEB. 14, 2018 FP1.1 FLOOR PLAN FEB. 14, 2018 PLUMBING P0.1 LEGENDS & SPECIFICATIONS FEB. 14, 2018 P1.1 FLOOR PLAN, UNDERGROUND PLAN, & ISOMETRICS FEB. 14, 2018 P2.0 ISOMETRICS FEB. 14, 2018 P3.0 DETAILS FEB. 14, 2018 P4.0 SCHEDULES FEB. 14, 2018 HVAC H0.1 LEGENDS, SPECIFICATIONS, & DETAILS FEB. 14, 2018 H1.1 FLOOR PLAN FEB. 14, 2018 H3.0 DETAILS FEB. 14, 2018 H4.0 SCHEDULES FEB. 14, 2018 ELECTRICAL E0.1 SYMBOLS LEGEND & FIXTURE SCHEDULE FEB. 14, 2018 E0.2 SPECIFICATIONS FEB. 14, 2018 E0.3 SPECIFICATIONS FEB. 14, 2018 E1.1 FLOOR PLAN - ELECTRICAL FEB. 14, 2018 E4.0 ONELINE DIAGRAMS, SCHEDULES & DETAILS FEB. 14, 2018 PROJECT CONTACTS PROJECT GENERAL NOTES NOTE TO CONTRACTOR PRE-ISSUE REVIEW ITEM : PLANS DATE: JAN 19, 2018 BY: DATE REVIEWED: EXCEL ENG. DATE PROFILE DATE ACCESS COMMERCIAL DATE REVIEW AND APPROVAL OF THIS ITEM IS REQUIRED BY ALL PARTIES PRIOR TO COMPLETION OF ANY DOCUMENTS TO GC OR PERMITTING MUNICIPALITY. ADDING DATES ABOVE INDICATES THIS DOCUMENT HAS BEEN REVIEWED AND IS CONSIDERED FINAL. COORD. CALL DATE 03/29/18 Nick Mishler