Loading...
HomeMy WebLinkAboutB08-0232 Plansf ,. 6. C�ENI RAL 1. NOTIFY ARCHITECT IMMEDIATELY OF ANY CONFLICTS BETWEEN ANY CONTRACT DOCUMENTS PRIOR TO THE START OF WORK, 2. IN THE EVENT OF ANY CONFLICTS 5ETWEEN THE DOCUMENTS, THE ITEM OF M05T OR GREATEST EXTENT OF WORK AS DETERMINED BY THE ARCHITECT SHALL APPLY AND BE PERFORMED 5Y THE CONTRACTOR AT NO ADDITIONAL COST. 3. ALL TRADES SHALL PERFORM THEIR WORK WITHIN THE RECO6NIZED STANDARDS OF THE APPLICABLE INDUSTRY, 4. ANY DEVIATION OR CHAN6E IN THE WORK FROM THE CONTRACT DOCUMENTS WITHOUT PERMISSION OF THE ARCHITECT PLACES ALL RESPONSIBILITY FOR THE DEVIATION OR CHAN6E ON THE CONTRACTOR. 5, THESE DOCUMENT5 WERE PREPARED WITHOUT REGARD FOR THE DIVISION OF WORK AMONG TRADES. GENERAL CONTRACTOR 15 TO COORDINATE AND PROVIDE ALL WORK SHOWN ON THESE DOCUMENTS WITH ALL TRADES REGARDLESS OF WHICH DRAWING WORK IS SHOWN ON. 6. THIS PROJECT IS GOVERNED 5Y THE 2003 INTERNATIONAL BUILDING CODE AS ADOPTED 5Y THE TOWN of VAIL, COLORADO. THE DRAWINGS DO NOT ALLOW WORK THAT DOES NOT COMPLY WITH THESE CODES. 6ENERAI. CONTRACTOR AND HIS 5U5- CONTRACTORS ARE RESPONSIBLE FOR COMPLYIN6 WITH ALL APPLICABLE CODES, ORDNANCES, RULES RE6ULATION5, ETC., BY ALL AUTHORITIES HAVING JURISDICTION, 6ENERAL CONTRACTOR IS RESPONSIBLE FOR 05TAINING AND PAYING FOR ALL REQUIRED PERMITS. 'I. ALTHOU6H TrD orchitects HAS PERFORMEND ITS SERVICE W1TH DUE DILIGENCE AND CARE, IT DOES NOT GUARANTEE PERFECTION. EVERY EFFORT 15 MADE TO PROVIDE A COMPLETE AND CLEAR SET OF CONSTRUCTION DOCUMENTS, HOWEVER, P15CREPANCIE5 OR OMISSIONS MAY OCCUR. RELEASE OF THESE DOCUMENTS ANTICIPATES COOPERATION BETWEEN THE CONTRACTOR, OWNER AND ARCHITECT TO PROVIDE THE BEST POSSI51-E PROJECT. THESE DRA4NIN65 HAVE SEEN PREPARED FOR THE USE OF A QUALIFIED CONTRACTOR EXPERIENCED IN THE CONSTRUCTION TECHNIOUE5 AND SYSTEMS SHOWN. S, GENERAL CONTRACTOR AND HIS SUB - CONTACTORS ARE TO FIELD VERIFY ALL DIMENSIONS, EXISTIN6 CONDITIONS, UTILITY LOCATIONS, ETC,, PRIOR TO BE6INNIN6 ANY WORK OR ORDERING ANY MATERIALS. NOTIFY ARCHITECT OF DISCREPANCIES OR INCONSISTENCIES IN THESE DR IMMEDIATELY. B. SCOPE of WORK I. THE INTENT OF THE CONTRACT DOCUMENTS 15 THAT EACH CONTRACTOR SHALL PERFORM ALL ACTIONS NECESSARY AND REWIRED TO PROVIDE ALL LA50R, MATERIALS, SUPPLIES, EQUIPMENT, TRANSPORTATION, FACILITIES AND APPURTENANCES WHICH ARE INDICATED OR REASONABLY IMPLIED BY EACH DRAWING AND 5PECIFICATION SECTION, ALL OF WHICH IS COLLECTIVELY NECESSARY AND REOUIRED FOR THE EXECUTION OF THE WORK AS SHOWN ON THE CONTRACT DOCUMENTS. 2, WRITTEN DIMENSIONS ON VRANIN65 GOVERN. DO NOT SCALE DRAWINGS, DETAILS TAKE PRECEDENCE OVER SMALLER SCALE DRAWINGS. ORAWIN65 AND SPECIFICATIONS ARE INTENDED TO A6REE, GENERALLY, SPECIFICATIONS WILL TAKE PRECEDENCE OVER DRAWINGS. SHOULD ANY DISCREPANCIES OCCUR, CONTRACTOR SHALL NOT PERFORM ANY WORK UNTIL RE50LVED 5Y THE ARCHITECT. WORK SHOWN ON DRANIN65 5UT NOT IN SPECIFICATION OR SHOWN IN SPECIFICATIONS 5UT NOT ON THE DRAWIN65 SHALL 5E PROVIDED AS IF SHOWN ON BOTH, NO DEVIATIONS, CHANGES, 5UB5TITUTIONS, ETC IN THE DOCUMENTS SHALL 5E MADE WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT. IN THE CASE OF CONFLICTS BETWEEN OR WITHIN THE DRAWIN65 AND 5PECIFICATIONS., THE 6REATER QUANTITY, HIGHER QUALITY, ETC WORK SHALL BE PROVIDED AT NO ADDITIONAL COST. C. PROJECT COORDINATION I. ALL CONTRACTORS AND SUBCONTRACTORS RESPONSIBLE FOR FOR WORK SHOWN IN THE 5PECIFICATION5 AND ON THE DRAWIN65 SHALL JOINTLY AND SEPARATELY COORDINATE THEIR WORK WITH REGARD TO SCHEDULIN6, INSTALLATION PROCEDURE5, SHOP DRAWIN65 AND INSTALLATION OF ALL RELATED MATERIALS. 2, PRIOR TO THE START OF ANY WORK, THE CONTRACTOR AND SUBCONTRACTORS RESPONSIBLE FOR THE WORK SHOWN IN THESE DOCUMENTS SHALL IN5FECT AND APPROVE ALL PREFATORY WORK THAT HAS BEEN COMPLETED TO RECEIVE H16 WORK. HE 15 TO ENSURE THAT HIS WORK AND ADJACENT WORK WILL FINISH TO PROPER CONTOUR5, PLANES AND LEVELS. PROMPTLY NOTIFY GENERAL CONTRACTOR OF ANY DEFECTS IN THE PREP WORK THAT WILL ADVERSELY AFFECT OR PREVENT THE SATISFACTORY COMPLETION OF HIS WORK, FAILURE TO NOTIFY GENERAL CONTRACTOR SHALL INDICATE ACCEPTANCE OF THE PREP WORK AND ANY SU55EQUENT CLAIMS OF DEFECTS SHALL NOT 5E REC06NIZED, 5. NO WORK SHALL SE PERFORMED UNTIL ALL PREP WORK HAS BEEN COMPLETED, CURED, DRIED, ETC AND READY TO RECEIVE THE WORK. GENERAL CONTRACTOR 15 RE5PON5151-E FOR THE TIMELY COORDINATION AND INSTALLATION OF ALL MATERIALS. 1. ALL DEMOLITION WORK TO COMPLY WITH ALL CODES, ORDINANCES, RULES, RE6ULATION5 ETC, AS REOD 5Y ALL AUTHORITIES HAVING JURISDICTION. 2. 60 TO COORDINATE NOISY AND /OR DISRUPTIVE DEMOLITION WORK WITH OWNER PRIOR TO START OF WORK 5. 6ENERAL CONTRACTOR IS TO FIELD VERIFY ALL EXIST CONDITIONS AND COORDINATE WITH ORIGINAL BUILDINGS DRAWINGS AND FIELD CONDITIONS, 4. 6ENERAL CONTRACTOR IS TO FIELD VERIFY ALL EX151TN6 PLUM51N6, ELECTRICAL, ETC FROM ABOVE AND RELOCATE AS REOD FOR NEW CONSTRUCT ION -6C 15 TO NOTIFY OWNER '72 HOURS IN ADVANCE OF ANY 5ER.VIGE DISRUPTIONS. 5, GENERAL CONTRACTOR 15 RE5PON515LE FOR ALL SHORING INCLUDING DESIGN, INSTALLATION AND REMOVAL. 1/4 1 1 1 1 o il JUR15DICTION: OON5TRUGTION T`rPr=: OCCUPANCY: FULLY SPRINKLED TOWN Of VAIL 2 005 150 D+!" 5Y THE T ONN of • T`(F E \/-A NO w Town Of Vail OFFICE COPY -7 architects ittiitit#iii• #iiiiiti #i #lt4it PO Box 1492 tel: 970 -479 -7387 Vail, CO 81658 fax: 970 -476 -0077 0 2009 T'rD aremects, inc. Ala rights reserved NOV - 7, 2008 -51-D6 PERMIT JUL a, 200a I BLDG PERMIT PATCH EXIST ROOF STRUCT TO MATCH EXIST - PROVIDE METAL COLLAR, FLASHINGS AND WATERPROOFING A5 f;MOM FOR WATERTIGHT PENETRATION PO Box 1492 tel: 970 -479 -7387 Vail, CO 81658 fax: 970 -476 -0477 0 2009 TrD orcnttects, inc. All tights reserved 3LDG PERMIT r �� architects yl PO Box 1492 tel: 970-479-7387 `r-i rn RurR 4-- Q7n-A7t-M77 I 0 2009 TrD architects, Inc. All rights teserved JUL 4 1, 200 PERMIT t 1 5 /a" 14TL STX)5-FULL Z� \\-- 20 6A (oil t1tTL H(3T i$ TI&HT TO OOL /6 T YPE W PR�rNALL @ 16"OC 12" 50 FIRE r,>AMPr=R-T'Y'F STS. TUBEC�OL- OF 4-ONE AT EA CORNER \-STL TUBE COL- 5r 57RUOT OF NON-COM F-LOOR BAY SEE STRUCT 2 LA*",rr-RS "W 1 X I PY4 FULL HC7T OF COL �� N kv 01 o�� T D tu D Ul I lu z t 1 5 /a" 14TL STX)5-FULL Z� \\-- 20 6A (oil t1tTL H(3T i$ TI&HT TO OOL /6 T YPE W PR�rNALL @ 16"OC 12" 50 FIRE r,>AMPr=R-T'Y'F STS. TUBEC�OL- OF 4-ONE AT EA CORNER \-STL TUBE COL- 5r 57RUOT OF NON-COM F-LOOR BAY SEE STRUCT 2 LA*",rr-RS "W 1 X I PY4 FULL HC7T OF COL �� N kv 01 7 71 r / A F 7"7 I ,// r K 7-,7- A K I / irr� 7 - 7 - 771 L -7 71 V /-j 0, p'TT71 L'-Z % - 7 71 IG L /J ,, a Lt, I I I / i -,� ( / //, r L /,' r 4a I I L -- T F. I A TYP s2 L_ — — J 0 N FOUNDATION PLAN 1/4" = 1' -O' FOUNDATION NO TES: 1. A INDICATES FOOTING TYPE. RE: A /S1. 22. CMER FOOTINGS UNDER COLUMN. 3. FOOTINGS SHALL BEAR ON UNDISTURBED NATURAL SOIL. 4. FOOTINGS ARE DESIGNED TO BEAR ON 2000 PSF SOIL. 5, A QUALIFIED GEOTECHNICAL ENGINEER SHALL INSPECT ALL FOUNDATION SUBGRADE PRIOR TO PLACEMENT OF CONCRETE FOR FOOTINGS. 6, NEW CONCRETE FLOOR SLABS SHALL BE 4" THICK WITH W.W.F. 6641.441.4 FLAT SHEETS CENTERED IN SLAB. 7. INDICATES EXISTING FOOTINGS. r-.7—/7— rJ G1 -Z J SPR STING SCHEDULE MARK FOOTING SIZE REINFORCING REMARKS / 4'- 0 "x4' -0 "x12" (5) #5 EA. WAY - NOTES: 1. CENTER SPREAD FOOTING ON COLUMN, GRADE BEAM, OR FOUNDATION WALL UNLESS NOTED OTHERWISE ON PLAN. 2. WHERE LONG DIRECTION BARS ARE SPECIFIED, POSITION THIS LAYER CLOSEST TO BOTTOM OF FOOTING. I 3 NO SCALE NOM I[1 FTT/ 1 / 111-Z 0 FL OOR PLA N 1/4" = 1'-0" FLOOR NOTES: 1. -`- , INDICATES SPAN OF 1 "x20 GA COMPOSITE DECK W/ 3" NORMAL WEIGHT CONCRETE TOPPING (4 TOTAL THICKNESS). 2. PROVIDE W.W.F. 6x6- W1.4xW1.4 FLAT SHEETS CENTERED IN SLAB. 3. PROVIDE TEMPORARY SHORING OF ALL EXISTING BEAMS PRIOR TO INSTALLATION OF NEW STEEL BEAMS. 4. GENERAL CONTRACTOR RESPONSIBLE FOR DESIGN AND INSTALLATION OF ALL TEMPORARY SHORING AND MEANS AND METHODS. 5. EXISTING FLOOR JOISTS ARE 2x8 @ 16" O.C. TYP. I W0 — a re hite c is 0000 **00*0 *00000*00000f000000 PO Box 1492 tel: 970 -479 -7387 Vail, CO 81658 fax: 970 476 -0077 t 2009 TrD ..u..ti— Alfrightsreserved ISSUE : .July 1 200 -51_DG PERMIT rpm ■ REI I STRUCTURAL 0150 East Beaver Creek Blvd., Unit 204A Avon, CO 81620 (970) 748 -0711 Lu J L 1< .6 3 a / / 1 / 111-Z 0 FL OOR PLA N 1/4" = 1'-0" FLOOR NOTES: 1. -`- , INDICATES SPAN OF 1 "x20 GA COMPOSITE DECK W/ 3" NORMAL WEIGHT CONCRETE TOPPING (4 TOTAL THICKNESS). 2. PROVIDE W.W.F. 6x6- W1.4xW1.4 FLAT SHEETS CENTERED IN SLAB. 3. PROVIDE TEMPORARY SHORING OF ALL EXISTING BEAMS PRIOR TO INSTALLATION OF NEW STEEL BEAMS. 4. GENERAL CONTRACTOR RESPONSIBLE FOR DESIGN AND INSTALLATION OF ALL TEMPORARY SHORING AND MEANS AND METHODS. 5. EXISTING FLOOR JOISTS ARE 2x8 @ 16" O.C. TYP. I W0 — a re hite c is 0000 **00*0 *00000*00000f000000 PO Box 1492 tel: 970 -479 -7387 Vail, CO 81658 fax: 970 476 -0077 t 2009 TrD ..u..ti— Alfrightsreserved ISSUE : .July 1 200 -51_DG PERMIT rpm ■ REI I STRUCTURAL 0150 East Beaver Creek Blvd., Unit 204A Avon, CO 81620 (970) 748 -0711 Lu J L 1< .6 3 a architects OSI - RE: PLAN R PER B /S2 DUT FOR FULL BRG ;OLATION JOINT ON -GRADE & REINF I A.B. W/ 9" EMBEDMENT Ur%JL IL,2AIVAD -1D" (E) PLYWOOD SHEATHING W/ (2) 0 F d LO TOENAI S TO 2x PLATE 2x BLOCKING BTWN (E) JOISTS 2x PLATE W/ 0.145 "0 P.A.F. 0 12" O.C. TO W12 W12 N RE: PLAN (E) PLYWOOD SHEATHING - W/ (2) 0 1 Od TOENAILS TO 2x PLATE x- 2x BLOCKING BTWN 10 (E) JOISTS ; 0 1 j 4 " 4 2x PLATE W/ 0.145 "0 P.A.F. @ 12" O.C. TO W12 " F A FLUSH FTG @ STEEL POST B BASE PLATE DETAIL C DECK PERPENDICULAR TO BEAM D DEC PA S2 3/4 = 1' -0" S2 1 -1 = 1' -0" S2 3/4 = 1' -0" S2 _ 3/4" 1 -0 2x BLOCKING BTWN ---- (E) JOISTS (E) PLYWOOD SHEATHING (E) 2x10 FLOOR JOISTS HSS5x2xl / DECK SUPPORT 2" FLOOR FINISH CONCRETE SLAB ON COMPOSITE MTL DECK - RE: PLAN (E) (3) 202 BEAM SIMPSON HU212 -YF (E) BEAM TO BE SHORED SKEWED HANGER CUT & CONNECTED TO W12 SOLID WEB BLOCKING W/ W12 - RE: PLAN (3) ROWS OF (3) 0.145 "0 P.A.F. TO WEB OF W12 t �E (E) BEAM CONN S2 � 3/4" = 1' -0" will STEEL BEAM M RE: PLAN BEAR FLOOR DECK ON DECK SUPPORT ANGLE HEADER L6x4x (LLV) w COPE VERT LEG AS SHOWN @ EA END TO CLEAR BEAM FLANGE N INSTALL BELOW FLOOR DECK BOTTOM FLUTES NOTES: 1. PROVIDE METAL DECK SUPPORT FRAMES AT ALL PENETRATIONS GREATER THAN 12" SQUARE. 2 . FOR OPENINGS LESS THAN 12" SQUARE BLOCK OUT OPENING IN CONCRETE AND REINFORCE SLAB PER GENERAL NOTES ON S2. DO NOT CUT METAL DECK UNITS UNTIL CONCRETE HAS REACHED FULL STRENGTH. F FLOOR OPENING FRAMING C S2 3/4 = 1 -o 3/4" = i' -0" miii HSS5x2xl /4 DECK SUPPORT 2" FLOOR FINISH CONCRETE SLAB ON COMPOSITE MTL DECK N RE: PLAN 16 1 \- 2 -12 FM631 ^ " "?OR FINISH TE SLAB ON COMPOSITE ECK - RE: PLAN )ECK SUPPORT 'S2 .L (4) SIDES tL1 �JLUMN AND CAP El' HSS5x2xl /4 DECK SUPPORT 2" FLOOR FINISH CONCRETE SLAB ON COMPOSITE MTL DECK N RE: PLAN W12 N RE: PLAN IT - 0 ' -51 /2" W/ (2) 3/4 "0 BOLTS W12 N RE: PLAN I � i �W`12 2 » 1 Y BEAM N RE: PLAN _`__ R 1 / 4 x3/2x0' -9" W/ I I (3} 3 / 4 0 BOLTS `'"-- - HSS4x COLUMN W/ CAP R 1 / 4 x4x4 N FLOOR FRAMING @ EXIST CO S2 3/4 = 1' -0" 1. GENERAL A. THESE NOTES SHALL SERVE AS THE SPECIFICATIONS FOR THE STRUCTURAL PORTION OF THE WORK. B. ARCHITECT'S APPROVAL MUST BE SECURED FOR ALL SUBSTITUTIONS. C. CHECK ALL DIMENSIONS ON STRUCTURAL DRAWINGS AGAINST ARCHITECTURAL DRAWINGS. D. VERIFY OPENINGS THROUGH FLOORS, ROOFS AND WALLS WITH ARCHITECTURAL, MECHANICAL, CIVIL AND ELECTRICAL REQUIREMENTS. 2. GOVERNING BUILDING CODE: IBC 2003 3. LIVE LOADS USED IN DESIGN A. LOBBIES & STAIRS ...................... 100 PSF (NOT REDUCED) 4. DISCOVERY AND FIELD VERIFICATION A. DURING CONSTRUCTION, THE CONTRACTOR MAY ENCOUNTER EXISTING CONDITIONS WHICH ARE NOT NOW KNOWN OR ARE AT VARIANCE WITH PROJECT DOCUMENTATION (DISCOVERY). SUCH CONDITIONS MAY INTERFERE WITH NEW CONSTRUCTION OR REQUIRE PROTECTION AND /OR SUPPORT OF EXISTING WORK DURING CONSTRUCTION, OR MAY CONSIST OF DAMAGE OR DETERIORATION TO STRUCTURAL MATERIALS OR COMPONENTS WHICH COULD JEOPARDIZE THE STRUCTURAL INTEGRITY OF THE BUILDING(S). B. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ALL DISCOVERIES HE BELIEVES MAY INTERFERE WITH PROPER EXECUTION OF THE WORK OR JEOPARDIZE THE STRUCTURAL INTEGRITY OF THE BUILDINGS) PRIOR TO PROCEEDING WITH WORK RELATED TO SUCH DISCOVERIES. C. THE STRUCTURAL DOCUMENTS MAY SPECIFY DIMENSIONS, ELEVATIONS AND CONSTRUCTION CONDITIONS TO BE FIELD VERIFIED. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION OF ALL SPECIFIED CONDITIONS PRIOR TO PROCEEDING WITH THE CONSTRUCTION OR FABRICATION OF ANY STRUCTURAL COMPONENTS RELATED TO SUCH CONDITIONS. THIS FIELD VERIFICATION SHALL BE MADE IN A TIMELY MANNER SO AS TO CAUSE NO DELAYS IN EXECUTION OF THE WORK. 5. STRUCTURAL STABILITY DURING CONSTRUCTION A. THE STRUCTURAL DRAWINGS ILLUSTRATE THE COMPLETED STRUCTURE WITH ALL ELEMENTS IN THEIR FINAL POSITIONS, PROPERLY SUPPORTED AND BRACED. B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION MEANS AND METHODS. C. THE CONTRACTOR, IN THE PROPER SEQUENCE, SHALL PROVIDE PROPER SHORING AND BRACING AS MAY BE REQUIRED DURING CONSTRUCTION TO ACHIEVE THE FINAL COMPLETED STRUCTURE. D. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SITE SAFETY ISSUES AS MANDATED BY FEDERAL, STATE AND LOCAL LAWS AND REGULATIONS. THE CONTRACTOR SHALL EMPLOY A ?COMPETENT PERSON? AS DEFINED IN OSHA REGULATIONS TO IDENTIFY SAFETY ISSUES. THE CONTRACTOR SHALL EMPLOY A ?QUALIFIED PERSON? AS DEFINED IN OSHA REGULATIONS TO SPECIFY THE RESOLUTION OF SAFETY ISSUES. E. THE CONTRACTOR SHALL EMPLOY A QUALIFIED PROFESSIONAL SHORING SUBCONTRACTOR TO DESIGN AND SUPPLY SHORING SYSTEMS. SUBMIT PROPOSED SHORING PLAN ALONG WITH SHORING DESIGN CALCULATIONS PREPARED BY AND BEARING THE SEAL OF A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF COLORADO FOR REVIEW BY STRUCTURAL ENGINEER. F. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING AND SPECIFYING ANY MODIFICATIONS TO THE STRUCTURE REQUIRED FOR COMPLIANCE WITH OSHA REGULATIONS AND GENERALLY ACCEPTED PRINCIPLES OF CONSTRUCTION. THE CONTRACTOR SHALL PROPOSE ALL SUCH MODIFICATIONS TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO CONSTRUCTION. 6. SUBMITTALS A. FURNISH TWO PRINTS OF SHOP AND ERECTION DRAWINGS TO STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION. SUBMIT IN A TIMELY MANNER TO PERMIT 10 WORKING DAYS FOR REVIEW BY STRUCTURAL ENGINEER. B. FURNISH TWO SETS OF CONCRETE, GROUT AND MORTAR MIX DESIGNS INCLUDING STRENGTH TEST DATA AND MANUFACTURER'S LITERATURE ON ADMIXTURES FOR REVIEW BY STRUCTURAL ENGINEER NO LATER THAN 2 WEEKS PRIOR TO ON -SITE USE OF THESE MATERIALS. C. GENERAL AND SUB - CONTRACTOR NOTES: 1.) THE GENERAL CONTRACTOR SHALL REVIEW ALL SUBMITTALS PRIOR TO SUBMITTAL FOR REVIEW BY THE STRUCTURAL ENGINEER IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS. 2.} THE STRUCTURAL DRAWINGS SHALL NOT BE USED AS BACKGROUNDS FOR SHOP OR ERECTION DRAWINGS. DRAWINGS PREPARED IN THIS MANNER AND SUBMITTED FOR REVIEW TO THE STRUCTURAL ENGINEER WILL BE RETURNED REJECTED AND CONSIDERED AS NOT BEING IN CONFORMANCE WITH THE PROJECT SPECIFICATIONS. 7. SPECIAL INSPECTIONS A. SPECIAL INSPECTORS SHALL BE EMPLOYED BY THE OWNER TO INSPECT THE WORK DURING CONSTRUCTION AS DEFINED AND REQUIRED BY IBC CHAPTER 17. SPECIAL INSPECTIONS SHALL BE MADE OF THE FOLLOWING STRUCTURAL WORK: 1. 1704.3 STEEL CONSTRUCTION 2. 1704.4 CONCRETE CONSTRUCTION 3. 1704.7 SOIL CONDITIONS STEEL BEAM RE: PLAN L6x4xl / DD SUPPORT G.C. NOTE: COORDINATE SIZE AND LOCATION OF ALL STRUCTURAL STEEL FRAMES AROUND SLAB OPENINGS WITH MECHANCIAL CONTRACTOR IND STRUCTURAL STEEL SUPPLIER N TYP 8. FOUNDATIONS - FOOTINGS A. A SOILS INVESTIGATION HAS NOT BEEN PERFORMED FOR THIS PROJECT. 1.) THE OWNER SHALL EMPLOY A QUALIFIED GEOTECHNICAL ENGINEER TO INSPECT ALL FOUNDATION EXCAVATIONS PRIOR TO PLACEMENT OF CONCRETE FOR FOOTINGS. 2.) THE GEOTECHNICAL ENGINEER SHALL VERIFY THAT THE SAFE BEARING CAPACITY OF THE BEARING MATERIALS MEETS OR EXCEEDS THE ASSUMED TOTAL LOAD ALLOWABLE BEARING PRESSURE USED IN DESIGN AS STATED BELOW. B. FOOTINGS SHALL BE PLACED ON UNDISTURBED NATURAL MATERIALS. THE CONTRACTOR SHALL REMOVE ANY LOOSE OR DISTURBED SOIL AND REPLACE WITH NON- EXPANSIVE STRUCTURAL FILL COMPACTED TO 95% STANDARD PROCTOR (ASTM D698) AS APPROVED BY THE SOILS ENGINEER. C. TOTAL LOAD SOIL BEARING PRESSURE USED IN DESIGN:.. 2,000 PSF 9. CONCRETE A. ALL CONCRETE SHALL BE NORMAL WEIGHT AGGREGATE UNLESS NOTED. CLEARLY IDENTIFY INTENDED USE FOR EACH MIX DESIGN SUBMITTED FOR APPROVAL. CONCRETE SHALL CONFORM TO THE FOLLOWING TABLE: NOTES: 1. TOTAL AIR CONTENT PERCENTAGE RANGE. CHANGE TO 5 -7 IF EXPOSED TO FREEZING TEMPERATURES. B. ALL CONCRETE IN CONTACT WITH SOILS SHALL USE TYPE I -II CEMENT. C. REINFORCING: MILD STEEL REINFORCING SHALL BE ASTM A615 WITH A MINIMUM YIELD STRENGTH 60 KSI, EXCEPT WHERE NOTED AS 40 KSI. ALL REINFORCING REQUIRING WELDING SHALL CONFORM TO ASTM A706. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. D. REINFORCEMENT PROTECTION 1. CONCRETE PLACED AGAINST EARTH.......... ............. 3" 2.� CONCRETE PLACED IN FORMS BUT EXPOSED TO WEATHER OR EARTH: 0. BARS #5 AND SMALLER ........................ 1 -1/2" b. BARS #6 AND LARGER ............................. 2" E. PROVIDE ACCESSORIES NECESSARY TO PROPERLY SUPPORT REINFORCING AT POSITIONS SHOWN ON PLANS AND DETAILS. 10. STRUCTURAL STEEL A. STRUCTURAL STEEL: MINIMUM YIELD STRENGTH 50 KSI FOR WIDE FLANGES; 35 KSI (ASTM A53) FOR PIPES; 46 KSI FOR TUBES; 36 KSI ALL ELSE, UNLESS NOTED OTHERWISE. B. CONNECTIONS NOT OTHERWISE DEFINED ON THE STRUCTURAL DRAWINGS SHALL BE DESIGNED BY THE FABRICATOR. STRUCTURAL CALCULATIONS FOR THE CONNECTIONS BEARING THE SEAL OF A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF COLORADO SHALL BE SUBMITTED BY THE FABRICATOR FOR THE STRUCTURAL ENGINEER'S REVIEW. C. MINIMUM WELDS: AISC SPECIFICATION, NOT LESS THAN 3/16" FILLET, CONTINUOUS UNLESS OTHERWISE NOTED. D. ALL GROOVE WELDS TO BE FULL PENETRATION UNLESS NOTED. E. WELDERS: HAVE CURRENT EVIDENCE OF PASSING THE APPROPRIATE A.W.S. QUALIFICATION TESTS. F. STRUCTURAL STEEL SHALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH THE AISC SPECIFICATIONS AND CODE OF STANDARD PRACTICE AND WITH OSHA REGULATIONS, LATEST EDITIONS. G. ALL RIGGING FOR SAFETY CABLES, LIFTING DEVICES AND TEMPORARY BRACING SHALL BE CONNECTED TO ANGLES, PLATES OR OTHER MEMBERS DESIGNED AND DETAILED BY THE STRUCTURAL STEEL SUPPLIER AND SHALL BE SHOP WELDED TO STRUCTURAL MEMBERS. DO NOT PROVIDE HOLES IN STRUCTURAL MEMBERS FOR THE CONNECTION OF RIGGING CABLES, LIFTIING DEVICES AND TEMPORARY BRACING UNLESS SPECIFICALLY DETAILED ON THE STRUCTURAL DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL ADDED MEMBERS WHERE THEY INTERFERE WITH OTHER WORK OR ARE EXPOSED TO VIEW. H. THE CONTRACTOR AND STRUCTURAL STEEL SUPPLIER SHALL ADD ALL NECESSARY BOLTS, ANCHOR BOLTS, STIFFENER PLATES, STABILIZER PLATES, BRIDGING, BRACING, BEARING SEATS, COLUMN SPLICES, CLOSURES FOR OPENINGS, ETC. AS REQUIRED FOR COMPLIANCE WITH OSHA REGULATIONS. 1. FIELD WELD ANY ELEMENT THAT CAN BE CONSIDERED A TRIP HAZARD AS DEFINED BY OSHA. 7 11. METAL DECK A. GENERAL 1.) DECK SHALL BE MANUFACTURED STEEL WITH A MINIMUM YIELD STRENGTH OF 33 KSI. 2. DECK SHALL BEAR A MINIMUM OF 1 -1/2 INCHES AT SUPPORTS. 3. DECK UNITS SHALL BE INSTALLED 3 SPAN MINIMUM CONTINUOUS OVER SUPPORTS WHEREVER POSSIBLE. 4.) PROVIDE ACOUSTICAL DECK UNITS WITH GLASS FIBER SOUND ABSORBING BATTS WHERE INDICATED ON THE DRAWINGS. B. FLOOR DECK: 1.) ATTACH FLOOR DECK TO STRUCTURE WITH 5/8? DIAMETER PUDDLE WELDS AND TO ADJACENT DECK PANELS WITH TWO #10 TEK SCREWS PER SPAN. 2.) END OF DECK UNITS SHALL BE BUTTED; DO NOT STAGGER ENDS OF DECK UNITS. 3.) COMPOSITE DECK SHALL PROVIDE MINIMUM SECTION PROPERTIES SHOWN ON DRAWINGS. THE SPAN LENGTH SHALL BE DEFINED AS THE CLEAR SPAN BETWEEN SUPPORTS. 4.) TEMPORARY SHORING SHALL NOT BE USED ON NON - COMPOSITE FORM DECK WITHOUT PRIOR ACCEPTANCE OF THE STRUCTURAL ENGINEER. ' PO Box 1492 tel: 970- 479 -7387 Vail, CO 81658 fax: 970- 476 -0077 2009 TO a m hire 4 tm. All rights reserved i I55urz: .July 10, 20011 -BLDG PERMIT rp REI I STRUCTURAL 0150 East Seaver Creek Blvd., Unit 204A Avon, CO 81620 (970)748.0711 LU LU L O � LU O - LL K ' z 1� I AILS MINIMUM WATER / MAX STRENGTH CEMENT SLUMP AGGR AIR USE PSI CONTENT CEMENT IN SIZE (1) CKS /C.Y RATIO IN FOOTINGS 3000 5.5 0.58 3 -4 1 0 -2 INTERIOR FLATWORK 3000 5.5 0.58 2 -4 0.75 0 -2 ELEVATED SLABS ON METAL DECK 3000 5.5 0.58 2 -4 0.75 0 -2 NOTES: 1. TOTAL AIR CONTENT PERCENTAGE RANGE. CHANGE TO 5 -7 IF EXPOSED TO FREEZING TEMPERATURES. B. ALL CONCRETE IN CONTACT WITH SOILS SHALL USE TYPE I -II CEMENT. C. REINFORCING: MILD STEEL REINFORCING SHALL BE ASTM A615 WITH A MINIMUM YIELD STRENGTH 60 KSI, EXCEPT WHERE NOTED AS 40 KSI. ALL REINFORCING REQUIRING WELDING SHALL CONFORM TO ASTM A706. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. D. REINFORCEMENT PROTECTION 1. CONCRETE PLACED AGAINST EARTH.......... ............. 3" 2.� CONCRETE PLACED IN FORMS BUT EXPOSED TO WEATHER OR EARTH: 0. BARS #5 AND SMALLER ........................ 1 -1/2" b. BARS #6 AND LARGER ............................. 2" E. PROVIDE ACCESSORIES NECESSARY TO PROPERLY SUPPORT REINFORCING AT POSITIONS SHOWN ON PLANS AND DETAILS. 10. STRUCTURAL STEEL A. STRUCTURAL STEEL: MINIMUM YIELD STRENGTH 50 KSI FOR WIDE FLANGES; 35 KSI (ASTM A53) FOR PIPES; 46 KSI FOR TUBES; 36 KSI ALL ELSE, UNLESS NOTED OTHERWISE. B. CONNECTIONS NOT OTHERWISE DEFINED ON THE STRUCTURAL DRAWINGS SHALL BE DESIGNED BY THE FABRICATOR. STRUCTURAL CALCULATIONS FOR THE CONNECTIONS BEARING THE SEAL OF A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF COLORADO SHALL BE SUBMITTED BY THE FABRICATOR FOR THE STRUCTURAL ENGINEER'S REVIEW. C. MINIMUM WELDS: AISC SPECIFICATION, NOT LESS THAN 3/16" FILLET, CONTINUOUS UNLESS OTHERWISE NOTED. D. ALL GROOVE WELDS TO BE FULL PENETRATION UNLESS NOTED. E. WELDERS: HAVE CURRENT EVIDENCE OF PASSING THE APPROPRIATE A.W.S. QUALIFICATION TESTS. F. STRUCTURAL STEEL SHALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH THE AISC SPECIFICATIONS AND CODE OF STANDARD PRACTICE AND WITH OSHA REGULATIONS, LATEST EDITIONS. G. ALL RIGGING FOR SAFETY CABLES, LIFTING DEVICES AND TEMPORARY BRACING SHALL BE CONNECTED TO ANGLES, PLATES OR OTHER MEMBERS DESIGNED AND DETAILED BY THE STRUCTURAL STEEL SUPPLIER AND SHALL BE SHOP WELDED TO STRUCTURAL MEMBERS. DO NOT PROVIDE HOLES IN STRUCTURAL MEMBERS FOR THE CONNECTION OF RIGGING CABLES, LIFTIING DEVICES AND TEMPORARY BRACING UNLESS SPECIFICALLY DETAILED ON THE STRUCTURAL DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL ADDED MEMBERS WHERE THEY INTERFERE WITH OTHER WORK OR ARE EXPOSED TO VIEW. H. THE CONTRACTOR AND STRUCTURAL STEEL SUPPLIER SHALL ADD ALL NECESSARY BOLTS, ANCHOR BOLTS, STIFFENER PLATES, STABILIZER PLATES, BRIDGING, BRACING, BEARING SEATS, COLUMN SPLICES, CLOSURES FOR OPENINGS, ETC. AS REQUIRED FOR COMPLIANCE WITH OSHA REGULATIONS. 1. FIELD WELD ANY ELEMENT THAT CAN BE CONSIDERED A TRIP HAZARD AS DEFINED BY OSHA. 7 11. METAL DECK A. GENERAL 1.) DECK SHALL BE MANUFACTURED STEEL WITH A MINIMUM YIELD STRENGTH OF 33 KSI. 2. DECK SHALL BEAR A MINIMUM OF 1 -1/2 INCHES AT SUPPORTS. 3. DECK UNITS SHALL BE INSTALLED 3 SPAN MINIMUM CONTINUOUS OVER SUPPORTS WHEREVER POSSIBLE. 4.) PROVIDE ACOUSTICAL DECK UNITS WITH GLASS FIBER SOUND ABSORBING BATTS WHERE INDICATED ON THE DRAWINGS. B. FLOOR DECK: 1.) ATTACH FLOOR DECK TO STRUCTURE WITH 5/8? DIAMETER PUDDLE WELDS AND TO ADJACENT DECK PANELS WITH TWO #10 TEK SCREWS PER SPAN. 2.) END OF DECK UNITS SHALL BE BUTTED; DO NOT STAGGER ENDS OF DECK UNITS. 3.) COMPOSITE DECK SHALL PROVIDE MINIMUM SECTION PROPERTIES SHOWN ON DRAWINGS. THE SPAN LENGTH SHALL BE DEFINED AS THE CLEAR SPAN BETWEEN SUPPORTS. 4.) TEMPORARY SHORING SHALL NOT BE USED ON NON - COMPOSITE FORM DECK WITHOUT PRIOR ACCEPTANCE OF THE STRUCTURAL ENGINEER. ' PO Box 1492 tel: 970- 479 -7387 Vail, CO 81658 fax: 970- 476 -0077 2009 TO a m hire 4 tm. All rights reserved i I55urz: .July 10, 20011 -BLDG PERMIT rp REI I STRUCTURAL 0150 East Seaver Creek Blvd., Unit 204A Avon, CO 81620 (970)748.0711 LU LU L O � LU O - LL K ' z 1� I AILS GAS M ETER 880 MBH CONNECTED LOAD ff f 1 V 1 ACCESSIBLE GAS — SHUT —OFF VALVE Y 2 ,r )1 1/2" (E)G (E) DWH -1 (E) DWH -2 215 75 MBH MBH • r � FIREPLACE IN r i s r 1. THE GENERAL PLUMBING REQUIREMENTS ON SHEET P1.0 PERTAIN TO THE WORK OF THIS DIVISION. ALL 2. COORDINATE ROUTING OF ALL PLUMBING PIPING BELOW SLAB WITH STRUCTURAL GRADE BEAMS, TIE BEAMS, ETC. i REROUTING OF " AS /F 3. ALL REQUIRED OPENINGS IN CONCRETE BEAMS AND STRUCTURAL WALLS ARE TO BE ACCOMPLISHED USING SLEEVES PROPERLY SIZED FOR THE PIPE THEY SERVE. CORE DRILLING IN BEAMS IS NOT ALLOWED. CORE DRILLING IN PANS IS ALLOWED UPON PRIOR APPROVAL OF ARCHITECT AND STRUCTURAL ENGINEER. 4. ALL UNDERGROUND METALLIC GAS SHALL BE WRAPPED WITH 8 MIL POLYETHYLENE PLASTIC. 5. NO GAS LINES SHALL BE LOCATED BELOW BUILDING SLAB. ALL GAS PIPING IN AIR PLENUMS TO BE WELDED r, N I A. PIPE INSTALLATION: (1) ALL PIPING SHALL BE ADEQUATELY SUPPORTED FROM THE BUILDING STRUCTURE TO PREVENT SAGGING, POCKETING, SWAYING OR DISPLACEMENT BY MEANS OF HANGERS AND SUPPORTS. PIPING IS NOT TO BE SUPPORTED BY EQUIPMENT. (2) PROVIDE DIELECTRIC UNIONS BETWEEN DISSIMILAR MATERIALS. (3) WELD PIPE IN ACCORDANCE WITH APPLICABLE CODES AND STANDARDS. WELDERS SHALL BE CERTIFIED FOR TYPE OF WORK BEING PERFORMED. B. PIPE AND FITTINGS: (1) GAS PIPING: a. SIZE 2" AND SMALLER: SCHEDULE 40 STEEL WITH 150 PSI CAST-IRON THREADED FITTINGS. b. SIZE 2 -112" AND LARGER: SCHEDULE 40 STEEL WITH STANDARD WROUGHT, BUTT WELDED FITTINGS. r .• r r r r � r SCALE:1 /8 " = 1' -0" Him; GENERAL NOTESl 1. CONTRACTOR SHALL INSPECT SITE TO THOROUGHLY FAMILARfZE HIMSELF WITH THE AREA OF WORK. ANY DISCREPANCIES BETWEEN THESE DOCUMENTS AND ACTUAL CONDITIONS SHALL BE REPORTED TO THE ARCHITECT /ENGINEER FOR RESOLUTION PRIOR TO BID PRICING. NO EXTRAS WILL BE ALLOWED DUE TO LACK OF KNOWLEDGE OF EXISTING CONDITIONS. 2. FIELD VERIFY EXACT LOCATION OF ALL CONNECTION POINTS PRIOR TO CONSTRUCTION. 3. ROUGH —IN AND FINAL CONNECT ALL FIXTURES, EQUIPMENT, ETC. 4. FIRESTOP ANY PENETRATION THROUGH A FIRE RATED CEILING OR WALL. VERIFY WALL FIRE RATINGS WITH ARCHITECTURAL DRAWINGS. 5. ALL WORK SHALL BE PER LOCAL BUILDING AND HEALTH DEPARTMENT REQUIREMENTS. KEY NOTES 1 Y2" GAS LINE W/ ACCESSIBLE GAS SHUT —OFF VALVE UP TO FIREPLACE. (E)1 GAS LINE TO EXISTING GAS FIRED EQUIPMENT IN BASEMENT. 0 (E)1 GAS LINE IN BASEMENT. El CONNECT NEW 1 " GAS LINE TO EXISTING 1 GAS LINE IN BASEMENT. ® NEW 1 Y2" GAS LINE IN BASEMENT. ® NEW GAS METER — 880 MBH CONNECTED LOAD. (2) NEW 1 GAS LINES DN. TO BASEMENT. architects PO Box 1492 tel: 970 - 479 -7387 Vail, CO 81658 fax: 970 -476 -0077 0 2008 T!D IXChitects. inc. t H rights Zescrve I CONSULTANTS: ISSUE: h N FIRST FLOOR PLUMBING PLAN 0 . n r �__ __ . WE ERS, INC. t x 245 CHAPEL PLACE, SUITE 200 1 P.O. BOX 5740, AVON, CO. 81620 Pi 00 PH: (970) 949 -6000 FAX: (970) 949 -1959 GAS LOAD SCHEDULE APPLIANCE LOAD (MBH) GAS VALUE (CFH) REMARKS WATER HEATER (DWH -1) (EXISTING) 215 266 1 WATER HEATER (DWH -2) (EXISTING) 75 93 1 FURNACE (F -1) (EXISTING) 140 173 1 FIREPLACE 450 557 1 TOTAL 880 MBH 1,089 CFH REMARKS NOTES 1. CFH BASED ON 808 BTU / 1 CFH. 1. THE GENERAL PLUMBING REQUIREMENTS ON SHEET P1.0 PERTAIN TO THE WORK OF THIS DIVISION. ALL 2. COORDINATE ROUTING OF ALL PLUMBING PIPING BELOW SLAB WITH STRUCTURAL GRADE BEAMS, TIE BEAMS, ETC. i REROUTING OF " AS /F 3. ALL REQUIRED OPENINGS IN CONCRETE BEAMS AND STRUCTURAL WALLS ARE TO BE ACCOMPLISHED USING SLEEVES PROPERLY SIZED FOR THE PIPE THEY SERVE. CORE DRILLING IN BEAMS IS NOT ALLOWED. CORE DRILLING IN PANS IS ALLOWED UPON PRIOR APPROVAL OF ARCHITECT AND STRUCTURAL ENGINEER. 4. ALL UNDERGROUND METALLIC GAS SHALL BE WRAPPED WITH 8 MIL POLYETHYLENE PLASTIC. 5. NO GAS LINES SHALL BE LOCATED BELOW BUILDING SLAB. ALL GAS PIPING IN AIR PLENUMS TO BE WELDED r, N I A. PIPE INSTALLATION: (1) ALL PIPING SHALL BE ADEQUATELY SUPPORTED FROM THE BUILDING STRUCTURE TO PREVENT SAGGING, POCKETING, SWAYING OR DISPLACEMENT BY MEANS OF HANGERS AND SUPPORTS. PIPING IS NOT TO BE SUPPORTED BY EQUIPMENT. (2) PROVIDE DIELECTRIC UNIONS BETWEEN DISSIMILAR MATERIALS. (3) WELD PIPE IN ACCORDANCE WITH APPLICABLE CODES AND STANDARDS. WELDERS SHALL BE CERTIFIED FOR TYPE OF WORK BEING PERFORMED. B. PIPE AND FITTINGS: (1) GAS PIPING: a. SIZE 2" AND SMALLER: SCHEDULE 40 STEEL WITH 150 PSI CAST-IRON THREADED FITTINGS. b. SIZE 2 -112" AND LARGER: SCHEDULE 40 STEEL WITH STANDARD WROUGHT, BUTT WELDED FITTINGS. r .• r r r r � r SCALE:1 /8 " = 1' -0" Him; GENERAL NOTESl 1. CONTRACTOR SHALL INSPECT SITE TO THOROUGHLY FAMILARfZE HIMSELF WITH THE AREA OF WORK. ANY DISCREPANCIES BETWEEN THESE DOCUMENTS AND ACTUAL CONDITIONS SHALL BE REPORTED TO THE ARCHITECT /ENGINEER FOR RESOLUTION PRIOR TO BID PRICING. NO EXTRAS WILL BE ALLOWED DUE TO LACK OF KNOWLEDGE OF EXISTING CONDITIONS. 2. FIELD VERIFY EXACT LOCATION OF ALL CONNECTION POINTS PRIOR TO CONSTRUCTION. 3. ROUGH —IN AND FINAL CONNECT ALL FIXTURES, EQUIPMENT, ETC. 4. FIRESTOP ANY PENETRATION THROUGH A FIRE RATED CEILING OR WALL. VERIFY WALL FIRE RATINGS WITH ARCHITECTURAL DRAWINGS. 5. ALL WORK SHALL BE PER LOCAL BUILDING AND HEALTH DEPARTMENT REQUIREMENTS. KEY NOTES 1 Y2" GAS LINE W/ ACCESSIBLE GAS SHUT —OFF VALVE UP TO FIREPLACE. (E)1 GAS LINE TO EXISTING GAS FIRED EQUIPMENT IN BASEMENT. 0 (E)1 GAS LINE IN BASEMENT. El CONNECT NEW 1 " GAS LINE TO EXISTING 1 GAS LINE IN BASEMENT. ® NEW 1 Y2" GAS LINE IN BASEMENT. ® NEW GAS METER — 880 MBH CONNECTED LOAD. (2) NEW 1 GAS LINES DN. TO BASEMENT. architects PO Box 1492 tel: 970 - 479 -7387 Vail, CO 81658 fax: 970 -476 -0077 0 2008 T!D IXChitects. inc. t H rights Zescrve I CONSULTANTS: ISSUE: h N FIRST FLOOR PLUMBING PLAN 0 . n r �__ __ . WE ERS, INC. t x 245 CHAPEL PLACE, SUITE 200 1 P.O. BOX 5740, AVON, CO. 81620 Pi 00 PH: (970) 949 -6000 FAX: (970) 949 -1959 AC ABOVE COUNTER ADA AMERICANS WITH DISABILITIES ACT AFF ABOVE FINISHED FLOOR ANN ANNUNCIATOR ATS AUTOMATIC TRANSFER SWITCH AUX AUXILIARY BKR BREAKER BFG BELOW FINISHED GRADE C CONDUIT CB CIRCUIT BREAKER CKT CIRCUIT CT CURRENT TRANSFORMER CU COPPER DISC DISCONNECT DWG DRAWING EA EACH EC EMPTY CONDUIT EF EXHAUST FAN ELEC ELECTRIC OR ELECTRICAL ELEV ELEVATOR EM EMERGENCY EQUIP EQUIPMENT E EXISTING F FUSE F/A FIRE ALARM FRCP FIRE ALARM CONTROL PANEL FDR FEEDER GALV GALVANIZED GEN GENERATOR GFI GROUND FAULT CIRCUIT INTERRUPTER GND GROUND HD HEAVY DUTY HID HIGH INTENSITY DISCHARGE HP HORSEPOWER HPF HIGH POWER FACTOR HIPS HIGH PRESSURE SODIUM HTR HEATER ID INSIDE DIAMETER INCAND INCANDESCENT J BOX JUNCTION BOX KVA KILOVOLT AMPERE KW KILOWATT LTG LIGHTING LV LOW VOLTAGE MAX MAXIMUM MB MAIN BREAKERS MC MECHANICAL CONTRACTOR MCC MOTOR CONTROL CENTER MDP MAIN DISTRIBUTION PANEL MECH MECHANICAL MFR MANUFACTURER MIN MINIMUM MTR MOTOR MTD MOUNTED MTG MOUNTING N NEUTRAL NEC NATIONAL ELECTRICAL CODE NF NON FUSED NFPA NATIONAL FIRE PROTECTION ASSOCIATION NIC NOT IN CONTRACT NC NORMALLY CLOSED NO NORMALLY OPEN NTS NOT TO SCALE OC ON CENTER OD OUTSIDE DIAMETER PA PUBLIC ADDRESS PART (PARTIAL) PB PUSH BUTTON PH PHASE PNL PANEL PRI PRIMARY PVC POLYVINYL CHLORIDE PWR POWER REC RECEPTACLE RM ROOM RPM REVOLUTIONS PER MINUTE R DISCONNECT AND REMOVE ST SHUNT TRIP STD STANDARD SW SWITCH SWB SWITCHBOARD TC TIME CLOCK TTB TELEPHONE TERMINAL BOARD TEL TELEPHONE UC UNDER COUNTER UH UNIT HEATER UNO UNLESS NOTED OTHERWISE UPS UNINTERRUPTIBLE POWER SUPPLY V VOLT V/D VOICE /DATA W WATT W/ WITH WP WEATHERPROOF XFMR TRANSFORMER SYMBOL DESCRIPTION (P SINGLE RECEPTACLE OR HIGHER_ DUPLEX RECEPTACLE FOURPLEX RECEPTACLE SPECIAL RECEPTACLES TYPICAL SINGLE SWITCHED DUPLEX RECEPTACLE - RESIDENTIAL CEILING -- EMERGENCY DUPLEX RECEPTACLE EMERGENCY FOURPLEX RECEPTACLE 208V. DUPLEX RECEPTACLE PSG ISOLATED GROUND DUPLEX RECEPTACLE tIG ISOLATED GROUND FOURPLEX RECEPTACLE FLOOR MOUNTED DUPLEX RECEPTACLE FLOOR MOUNTED FOURPLEX RECEPTACLE JUNCTION BOX Q WALL MOUNTED JUNCTION BOX - �r- -.--r- PLUGMOLD SINGLE POLE TOGGLE SWITCH 3 THREE WAY TOGGLE SWITCH CABINET _ (LOWER CASE LETTERS DENOTES SWITCHING) fo SINGLE POLE THERMAL OVERLOAD SWITCH GANG LIGHT SWITCH DIMMER SWITCH CLOCK OUTLET BRANCH CIRCUIT HOMERUN TO PANELBOARD. NUMBER OF ARROWS INDICATE NUMBER OF PANEL LEGS. NUMERAL INDICATES CIRCUIT BREAKER NUMBER. TOP CONCEALED CONDUIT IN WALL OR CEILING ANN Q 7C CONDUIT BELOW GRADE OR BELOW SLAB. f CEILING MOUNTED DUPLEX RECEPTACLE CEILING MOUNTED FOURPLEX RECEPTACLE [� POWER POLE ee DOOR BELL SWITCH MUSHROOM HEAD EPO SWITCH LIGHTING EMERGENCY LIGHTING SYMBOL DESCRIPTION SYMBOL DESCRIPTION 2' x 4' FLUORESCENT FIXTURE Lod EMERGENCY 2' x 4' FLUORESCENT FIXTURE 2' x 4' FLUORESCENT FIXTURE (SURFACE MOUNTED) EMERGENCY 2' x 4' FLUORESCENT FIXTURE (SURFACE MOUNTED) z 2' x 2' FLUORESCENT FIXTURE © EMERGENCY 2' x 2' FLUORESCENT FIXTURE U 2' x 2' FLUORESCENT FIXTURE (SURFACE MOUNTED) EMERGENCY 2' x 2' FLUORESCENT FIXTURE (SURFACE MOUNTED) ® 1' x 4' FLUORESCENT FIXTURE EMERGENCY 1' x 4' FLUORESCENT FIXTURE 1' x 4' FLUORESCENT FIXTURE (SURFACE MOUNTED) I EMERGENCY 1' x 4' FLUORESCENT FIXTURE (SURFACE MOUNTED) 1' x 8' FLUORESCENT FIXTURE (SURFACE MOUNTED) [-- '�"" -- �1 EMERGENCY 1' x 8' FLUORESCENT FIXTURE (SURFACE MOUNTED) Eo 1' x 2' WALL MOUNTED FLUORESCENT FIXTURE [f] EMERGENCY 1' x 2' WALL MOUNTED FLUORESCENT FIXTURE 1' x 4' WALL MOUNTED FLUORESCENT FIXTURE EMERGENCY 1' x 4' WALL MOUNTED FLUORESCENT FIXTURE EP WALL MOUNTED HID FIXTURE EMERGENCY WALL MOUNTED HID FIXTURE 4-0-4 2' STRIP LIGHT WITH JUNCTION BOX 110 EMERGENCY 2' STRIP LIGHT WITH JUNCTION BOX - -c>- -� 3' STRIP LIGHT WITH JUNCTION BOX t--0 EMERGENCY 3' STRIP LIGHT WITH JUNCTION BOX E---0 4' STRIP LIGHT WITH JUNCTION BOX 0 EMERGENCY 4' STRIP LIGHT WITH JUNCTION BOX 8' STRIP LIGHT 0 - EMERGENCY 8' STRIP LIGHT k-- - r 4' STRIP LIGHT 12 EMERGENCY BATTERY PACK 8' STRIP LIGHT 1 EMERGENCY INTERIOR WALL MOUNTED LIGHT � --- n - - � TRACK LIGHT EMERGENCY EXTERIOR WALL MOUNTED LIGHT OH INTERIOR WALL MOUNTED LIGHT EMERGENCY SURFACE MOUNTED DOWNLIGHT EXTERIOR WALL MOUNTED LIGHT ® EMERGENCY RECESSED DOWNLIGHT -}- CHANDELIER EXIT SIGN Q WALL SCONCE EXIT SIGN Q SURFACE MOUNTED DOWNLIGHT EXIT SIGN SURFACE MOUNTED WALL WASHER {} EXIT SIGN ® RECESSED DOWNLIGHT { EXIT SIGN ® RECESSED WALL WASHER tot EXIT SIGN ❑! RECESSED WALL WASHER a-M SITE POLE LIGHT - 1 HEAD C3-� SITE POLE LIGHT - 2 HEADS =1 Cm SITE POLE LIGHT - 3 HEADS SITE POLE LIGHT - 4 HEADS WALL MOUNT DUAL TECHNOLOGY OCCUPANCY SENSOR. f� CEILING MOUNT DUAL TECHNOLOGY OCCUPANCY SENSOR PP OCCUPANCY SENSOR POWER PACK. TYPICAL 9' CEILING OR HIGHER_ ,� 1 I I I I I TYPICAL 8' CEILING -- <1 I I I I I I II II 11 11 II II TOP OF CABINET II II it TOP CABINET _ FACP = CONTROL PANELS II II 11 I I I I I I !I !I II I I I I NOT ALL DEVICES TOP OF CABINET ANN Q 7C I I I I I INDICATED TO BE I I I I INSTALLED AT DIFFERENT I I I i I i MOUNTING HEIGHTS AND ,r I� ®- _ LOCATED WITHIN ONE STUD SPACE FROM EACH I I I I I I I I I OTHER SHALL ALIGN I I I I I I I VERTICALLY, ON THE o a o© o o a i ca I i Al SAME SIDE OF THE STUD. m- z� I I I I WHERE WALL MOUNTED ry I I I I I I TELEPHONES OCCUR OVER o 0 CD o �o 7'7v 0 1 I I I I I LIGHT SWITCHES. I "�, � 1 1 I I I I VOLUME CONTROLS, ETC. Co 1- � ? c> I I I I I I OFFSET ONE STUD I I I I I I 0) r - mo SPACE. Co r- (o 0 "t if if if if FINISHED FLOOR M i i i_i_ -_- _l_i___ TYPICAL DEVICE MOUNTING HEIGHTS NO SCALE NOTES: 1. HEIGHTS SHOWN ARE TYPICAL TO CENTERLINE OF BOX UNLESS NOTED OTHERWISE. 2. WHERE EVER DEVICES ARE INDICATED TO BE ABOVE DOORS, DEVICE SHALL BE CENTERED BETWEEN TOP OF DOOR TRIM AND CEILING LINE. 3. MOUNTING HEIGHTS SHOWN ON ARCHITECTURAL ELEVATIONS SHALL APPLY IN LIEU OF THOSE SHOWN ABOVE. 4. MOUNTING HEIGHTS SHOWN ON ELECTRICAL FLOOR PLANS OR ELEVATIONS SHALL APPLY IN LIEU OF THOSE SHOWN ABOVE. me WE Engineers, Inc. 245 chapel place, suite 200 anon, cc 81520 -5740 t 970.,49,6000/f. 970.949.1959 I ( n e Q r s www.me- enginoers.com fly'° At' 4201 1 0 F-L.�GTRICAL LE-6ENP SECTION 260000 - ELECTRICAL 0 1.01 CONFORM TO ALL APPLICABLE STATE, COUNTY AND MUNICIPAL CODES AND ORDINANCES AND NEMA, UL, ANSI AND CBM STANDARDS. WHERE A PROVISION OF PERTINENT CODES AND STANDARDS CONFLICT WITH THIS SPECIFICATION, THE MORE STRINGENT PROVISIONS SHALL GOVERN, 1.02 APPLY AND PAY FOR ALL PERMITS AND/OR INSPECTIONS REQUIRED BY LEGAL AUTHORITIES. 1.03 COORDINATE ELECTRICAL WORK, AND EXISTING SYSTEM SHUTDOWNS WITH THE OWNER. NOTIFY THE OWNER OF PLANNED SHUTDOWNS A MINIMUM OF TWO (2) DAYS PRIOR TO COMMENCEMENT OF THE WORK, INCLUDING INFORMATION OF TYPE OF SERVICE, PLANNED TIME AND ANTICIPATED LENGTH OF OUTAGE. 1.04 PRIOR TO SUBMITTING BID, SURVEY THE AREA WHERE THE NEW WORK WILL BE DONE FOR ANY EXISTING CONDITIONS WHICH MAY AFFECT OR BE AFFECTED BY THE WORK UNDER THIS SECTION. EXAMINE THE DRAWINGS AND SPECIFICATIONS OF ALL TRADES TO ESTABLISH THE SCOPE OF WORK TO BE PROVIDED UNDER THIS SECTION. LIST ANY EXCEPTIONS TO THE CONTRACT DOCUMENTS AND SUBMIT WITH BID. 1.05 EXERCISE EXTREME CARE TO INSURE PROTECTION OF EXISTING ELECTRICAL EQUIPMENT AND PREMISES FROM DAMAGE. ASSUME COMPLETE RESPONSIBILITY FOR ANY AND ALL DAMAGE RESULTING FROM THIS WORK. 1.06 EXERCISE CARE TO PREVENT THE GENERATION OF UNNECESSARY NOISE DURING THE WORK, AND KEEP NOISE LEVELS TO THE MINIMUM POSSIBLE. 1.07 PROVIDE BID BASED ON SPECIFIED MATERIAL AND EQUIPMENT. SUBSTITUTIONS OF SPECIFIED MATERIALS AND EQUIPMENT ARE SUBJECT TO THE APPROVAL OF THE ENGINEER. 1.08 PROVIDE SHOP DRAWINGS AND MANUFACTURER'S DATA, FOR LIGHTING FIXTURES, RECEPTACLES, OUTLETS, CONDUCTORS AND CONDUITS. 1.09 GUARDING A. PROVIDE PROTECTION FOR MOVING PARTS AND HAZARDOUS CONDITIONS. B. PROVIDE INDUSTRIAL ACCIDENT AND WARNING SIGNS PER ANSI AND OSHA. C. ERECT AND MAINTAIN SUITABLE BARRIERS, PROTECTIVE DEVICES, LIGHTS AND WARNING SIGNS FOR THE PROTECTION OF THE PUBLIC AND EMPLOYEES FROM THE WORK UNDER THIS SECTION. D. CONFORM WITH APPLICABLE SAFETY REGULATIONS, INCLUDING THOSE OF THE ENGINEER AND OWNER. 1.10 MANUFACTURER'S NAMES, PRODUCTS AND NUMBERS LISTED ON THE DRAWINGS OR IN THESE SPECIFICATIONS, ALONG WITH SPECIFIC DESCRIPTIONS IN THESE SPECIFICATIONS, SET THE STANDARD OF QUALITY AND PERFORMANCE. SELECT PRODUCTS OF ONE OF THE LISTED MANUFACTURERS MEETING THESE STANDARDS AND MODIFY STANDARD CATALOG ITEMS WHERE REQUIRED TO MEET SPECIFICATIONS. THE PHRASE "OR EQUAL BY" FOLLOWED BY MANUFACTURER'S NAMES MEANS, THAT THIS MANUFACTURER'S PRODUCT SHALL MATCH THE PERFORMANCE, CONSTRUCTION, FIT AND FEATURES SPECIFIED. 1.11 AT THE CONCLUSION OF THE WORK, PROVIDE A SET OF RECORD REPRODUCIBLE ELECTRICAL CONTRACT DRAWINGS, SIGNED AND DATED, INDICATING THE ACTUAL INSTALLATION OF THE ELECTRICAL WORK INCLUDING ALL REVISIONS, BULLETINS AND CHANGE ORDERS. 1.12 GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR FROM THE DATE OF WRITTEN ACCEPTANCE OF THE WORK BY THE OWNER, PART 2 - PRODUCTS A. PROVIDE MATERIAL AND EQUIPMENT OF NEW AND RECENT MANUFACTURE, CURRENTLY UL LABELED AND /OR LISTED FOR THE SPECIFIED USE, B. WHERE UL LABELING IS NOT AVAILABLE, PROVIDE CERTIFICATION BY A NATIONALLY RECOGNIZED TESTING LABORATORY (NRTL). C. FOR EACH CATEGORY OF MATERIAL AND EQUIPMENT, USE PRODUCTS OF THE SAME MANUFACTURE AND TYPE. 2.03 CONDUCTORS - 600V A. GENERAL: 1. PROVIDE CONDUCTORS SUITABLE FOR THE TEMPERATURE, CONDITIONS, AND LOCATION WHERE INSTALLED. ALL CONDUCTORS SHALL BE NEW AND DELIVERED TO THE SITE IN ORIGINAL UNBROKEN PACKAGES OR REELS. MANUFACTURED WITHIN EIGHT (8) MONTHS OF INSTALLATION, OF SOFT DRAWN COPPER OF NOT LESS THAN 98 PERCENT CONDUCTIVITY, 75 DEGREE CELSIUS TEMPERATURE RATING, CONFORMING WITH ASTM SPECIFICATION AND NEC; 600V INSULATION UNLESS SPECIFICALLY NOTED OTHERWISE, OF THE TYPE SPECIFIED, STANDARD AMERICAN WIRE GAUGE (AWG) SIZES; SOLID FOR NO. 10 AWG AND SMALLER; STRANDED FOR NO. 8 AWG AND LARGER, 2. ALL PACKAGES, PLAINLY MARKED OR TAGGED WITH UNDERWRITERS' LABELS; SIZE, TYPE, INSULATION AND VOLTAGE RATING OF THE WIRE; NAME OF MANUFACTURING COMPANY AND THE TRADE NAME OF THE WIRE; DATE OF MANUFACTURE. B. CONDUCTOR MATERIAL: ALL CONDUCTORS SHALL BE COPPER, SINGLE CONDUCTOR RATED AT 600 VOLTS, WHICH CONFORM OR EXCEED ICEA SPECIFICATIONS AND THE FOLLOWING CONDUCTOR INSULATION: 1, FOR DRY LOCATIONS: THWN. C. MC (METAL CLAD) CABLE: USE ONLY FOR THE NORMAL POWER SYSTEM BRANCH CIRCUIT WIRING CONNECTIONS FROM OVERHEAD JUNCTION BOXES THAT ARE CONNECTED WITH CONDUIT. CABLE SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS AND STANDARDS. 1. UL 83, 1479, 1569, AND NEC 230 AND 300. 2. GALVANIZED STEEL ARMOR. 3. 2, 3, AND 4 CONDUCTORS, #12 AND #10 THHN SOLID COOPER. 4. MYLAR TAPE COVERING FOR CONDUCTOR ASSEMBLY. 5. 90'C MAXIMUM TEMPERATURE RATING, DRY LOCATIONS 6. INSULATED GREEN GROUNDING CONDUCTOR. 7. MAXIMUM 600V RATING 8. WHERE INDICATED ON THE DRAWINGS, PROVIDE #10 NEUTRAL CONDUCTOR COMBINED WITH THE #12 PHASE CONDUCTORS IN THE CABLE ASSEMBLY. 2.04 RACEWAYS A. RIGID STEEL CONDUIT: ANSI C80.1: RIGID CONDUIT INCLUDING COUPLINGS, LOCKNUTS, NIPPLES: STEEL, HOT- DIPPED GALVANIZED INSIDE AND OUT AFTER THREADING, GALVANIZED, THREADED MALLEABLE IRON OR STEEL FITTINGS, NOTCHED LOCKNUTS WITH GRIPPING TEETH, DELIVER WITH PLASTIC THREAD PROTECTORS ON EXPOSED CONDUIT THREADS. B. INTERMEDIATE STEEL CONDUIT. UL 1242: INTERMEDIATE METAL CONDUIT INCLUDING COUPLINGS, LOCKNUTS, NIPPLES: STEEL, HOT PROCESS GALVANIZED OUTSIDE, LACQUERED OR ENAMELED INSIDE, GALVANIZED THREADS, GALVANIZED THREADED MALLEABLE IRON OR STEEL FITTINGS, NOTCHED LOCKNUTS WITH GRIPPING TEETH. DELIVER WITH PLASTIC THREAD PROTECTORS ON EXPOSED CONDUIT THREADS. C. ELECTRICAL METALLIC TUBING AND FITTINGS: ANSI C80.3: ELECTRIC METALLIC TUBING (EMT) INCLUDING LOCKNUTS, COUPLINGS AND CONNECTORS: GALVANIZED STEEL, LACQUERED OR ENAMELED INTERIOR; RAINTIGHT GLAND RING COMPRESSION TYPE FITTINGS AND SETSCREW FITTINGS, INSULATED THROAT CONNECTORS. D. LIQUIDTIGHT FLEXIBLE CONDUIT AND FITTINGS: UL 360: LIQUIDTIGHT FLEXIBLE CONDUIT: FLEXIBLE GALVANIZED STEEL CORE, WITH EXTRUDED POLYVINYL CHLORIDE COVER. LIQUIDTIGHT INSULATED THROAT FITTINGS TO SEAL AND GROUND CONDUIT. PROVIDE SEPARATE BOND WIRE WHERE INTEGRAL GROUND CONDUCTOR IS NOT AVAILABLE. 2.05 NONMETALLIC CONDUIT AND DUCTS A. RIGID NONMETALLIC CONDUIT (RNC): NEMA TC 2 AND UL 651, SCHEDULE 40 OR 80 PVC AS SPECIFIED, HIGH IMPACT 90'C POLYVINYL CHLORIDE, EXTRUDED TO IRON PIPE SIZES WITH FACTORY SPACERS, COUPLINGS, BENDS AND OFFSETS. PLASTIC TO PLASTIC CONNECTIONS, TIGHTLY FITTED AND BUTTED, CEMENT WELDED UTILIZING TINTED PRIMER PER ASTM F656 AND HEAVY BODY, MEDIUM SET CEMENT PER ASTM D2564, IN ACCORDANCE WITH MANUFACTURER'S DIRECTIONS. PLASTIC TO METAL CONNECTION WITH UL LISTED ADAPTERS. B. PVC CONDUIT FITTINGS: NEMA TC3; MATCH TO CONDUIT TYPE AND MATERIAL. C. CONDUIT, DUCT ACCESSORIES: TYPES, SIZES, AND MATERIALS COMPLYING WITH MANUFACTURER'S PUBLISHED PRODUCT INFORMATION. MATE AND MATCH ACCESSORIES WITH RACEWAY. 2.06 OUTLET AND JUNCTION BOXES AND FITTINGS. A. PROVIDE BRIGHT AND NEW STOCK, STORED WHERE CONTINUOUSLY PROTECTED FROM WEATHER AND CONFORMING TO THE FOLLOWING: 1. OUTLET BOXES AND COVERS: STEEL, KNOCKOUT TYPE, WITH FULL ACCESS SCREW -ON COVERS OR PLASTER RINGS, HOT - DIPPED, GALVANIZED, WITH CADMIUM PLATED OR GALVANIZED MACHINE SCREWS. 2. CAST OUTLET BOXES: CAST FERROUS METAL CONSTRUCTION, GALVANIZED, COMPLETE WITH THREADED HUBS FOR RIGID CONDUIT, NUMBER AND LOCATION AS REQUIRED, AND PLUGS IN UNUSED HUBS; CAST DEVICE PLATES SUITABLE FOR INDICATED DEVICE; MEETING NEC REQUIREMENTS FOR BENDING AND PERMITTED NUMBER OF CONDUCTORS; EDGES WELDED AND GROUND SMOOTH, LEAVING INTERIOR FILLETS; GALVANIZED AFTER FABRICATION; GASKETED COVERS; STAINLESS STEEL SCREWS; FACTORY PAINTED WITH GRAY ENAMEL. GASKETS TO BE FACTORY MADE OR AN APPROVED TYPE, IN HAZARDOUS AREA, APPROVED FOR THE CLASS OF HAZARD, FOR CLASS "1 ", DIVISION "1 ", GROUP B HAZARD CLASSIFICATION UNLESS OTHERWISE NOTED, 3. JUNCTION OR PULL BOXES: a. CODE GAUGE SHEET STEEL CONSTRUCTION, RUST RESISTANT ZINC COATING, WITH FULL ACCESS SCREWED ON COVERS AND CADMIUM PLATED OR GALVANIZED MACHINE SCREWS, MINIMUM SIZE PER THE GOVERNING ELECTRICAL CODE OR AS NOTED ON THE DRAWINGS, WHICHEVER IS GREATER; BARRIERS FOR REQUIRED SEPARATION; SPECIAL CONFIGURATION, WHERE DETERMINED FROM FIELD MEASUREMENTS TO SURMOUNT STRUCTURAL CONDITIONS. FOR FLUSH MOUNTING, EXTEND COVERS 3/4" BEYOND EDGE OF BOXES. WHERE USED FOR CABLE SUPPORT, BRACE BOX TO SUPPORT CABLE WEIGHT. FOR JUNCTION BOXES LARGER THAN 36" IN ANY DIMENSION, PROVIDE 3/4" DIAMETER STEEL PIPE CABLE SUPPORTS WITH FLANGED ENDS WITH CONTINUOUS FIBER INSULATING SLEEVE AND BOLTED TO BOX FRAME, SPACED ON 36" CENTERS MAXIMUM. FOR COVER DIMENSIONS 3'x4' OR LARGER, PROVIDE TWO PIECE COVERS EQUIPPED WITH HANDLES. b. FACTORY FINISH: WASH AND PHOSPHATE UNDERCOAT. ANSI 49 GRAY ENAMEL PAINT FOR NEMA 1, ANSI 61 GRAY POLYESTER POWDER FINISH FOR NEMA 3R AND 12. KNOCKOUT CLOSURES AND LOCKNUTS; PROVIDE CORROSION- RESISTANT BOX KNOCKOUT CLOSURES, CONDUIT LOCKNUTS, OFFSET CONNECTORS, OF TYPES AND SIZES, TO SUIT RESPECTIVE INSTALLATION REQUIREMENTS AND APPLICATIONS. 2.07 WIRING DEVICES A. GENERAL: 1. SPECIFICATION GRADE DEVICES. 2. GENERAL USE: MATCH EXISTING. 3. SCREW TYPE TERMINALS ON DEVICES, SUITABLE FOR UP TO NO. 10 SOLID COPPER CONDUCTORS. 4. WHERE NOT SPECIFIED HEREIN, PROVIDE CONFIGURATION AS INDICATED ON DRAWINGS. B. RECEPTACLES: SHALL COMPLY WITH UL 498 AND NEMA WD1 AND WD5. 1. GENERAL: NUMBER OF POLES AND AMPERE RATING AS SHOWN ON DRAWINGS AND OF NEMA STANDARD CONFIGURATIONS. GROUND POLE CONNECTED TO CIRCUIT GROUNDING CONDUCTOR. 2. DUPLEX CONVENIENCE RECEPTACLES: 20A, 125V; GROUNDING THIRD POLE; SIDE -WIRED FOR 2 WIRE CIRCUIT USE. WHERE 2 CIRCUITS ARE INDICATED, PROVIDE INDIVIDUAL CIRCUIT FOR EACH HALF. NEMA 5 --20R. 3. GROUND FAULT INTERRUPTING (GFI) RECEPTACLES: NEMA 5 -20R DUPLEX RECEPTACLE WITH INTEGRAL GROUND FAULT PROTECTION. 4. WEATHERPROOF RECEPTACLES: NEMA 5 -20R DUPLEX GFI RECEPTACLE MOUNTED IN CAST BOX, STUB MOUNTED, WITH GASKETED LIFT COVER. PROVIDE PLUGGED HUBS IN BOX SIDES FOR EXTENSION. C. TOGGLE SWITCHES: 1. FLUSH TUMBLER, AC TYPE, INSULATED BASE, COMPLETELY ENCLOSED. 2. 20A, TUNGSTEN LOAD RATED, AT 277V. 3. 1 POLE, 2 POLE, 3 -WAY, 4 -WAY OR KEY OPERATED AS INDICATED ON DRAWINGS. 2 POLE UNIT USEABLE FOR (2) 120V CIRCUITS OR (1) 277V CIRCUIT ONLY, DO NOT USE FOR TWO 277V CIRCUITS. D. WALL PLATES: SINGLE AND COMBINATION, OF TYPES, SIZES, AND WITH GANGING AND CUTOUTS AS INDICATED, PROVIDE METAL SCREWS FOR SECURING PLATES TO DEVICES WITH SCREW HEADS COLORED TO MATCH FINISH OF PLATES. PROVIDE WALL PLATES WITH ENGRAVED LEGEND AS SPECIFIED, OR WHERE INDICATED ON DRAWINGS. ENGRAVING SHALL BE DONE BY THE DEVICE MANUFACTURER. ALL LETTERING SHALL BE BLACK FOR NORMAL POWER SYSTEMS AND RED FOR EMERGENCY POWER SYSTEMS. PROVIDE PLATESPOSSING THE FOLLOWING ADDITIONAL CONSTRUCTION FEATURES: 1. DEVICE PLATES OF ONE MAKE AND DESIGN FOR ALL OUTLETS, mATCH EXISTING. 2. FOR EXTERIOR LOCATIONS: PROVIDE THE TYPE OF WEATHERPROOF COVER THAT MAINTAINS THE WEATHERPROOF INTEGRITY WHILE THE OUTLET IS IN USE. 2.08 CIRCUIT AND MOTOR DISCONNECT SWITCHES A. HEAVY DUTY (HD) HORSEPOWER RATED, QUICK -MAKE, QUICK- BREAK, SAFETY TYPE, EXTERNALLY OPERATED, RATING AND NUMBER OF POLES REQUIRED, CAPABLE OF SWITCHING 10 TIMES SWITCH RATING. FUSED FOR BRANCH CIRCUIT PROTECTION, AND IN ELEVATOR MACHINE ROOMS, WITH UL REJECTION TYPE CLIPS. NON -FUSED FOR MOTOR DISCONNECT WHERE INDICATED. SWITCH AND ENCLOSURE TO BE LABELED FOR 75 DEGREE CELSIUS WIRE. B. INCLUDE BYPASSIBLE INTERLOCK, PADLOCK PROVISIONS, POSITIVE ON AND OFF INDICATION, MOLDED CASE BREAKER MECHANISM OR VISIBLE BLADES, SINGLE SWITCH MECHANISM TO PRECLUDE MECHANICAL SINGLE PHASING, SOLID NEUTRAL BAR FOR FOUR WIRE FEEDERS, COPPER TERMINALS, SPRING LOADED CLIPS WITH NON- CURRENT CARRYING SPRINGS. C. ENCLOSURES TO BE NEMA TYPE 1 IN INTERIOR DRY LOCATIONS, NEMA TYPE 3R ON EXTERIOR AND IN WET LOCATIONS, NEMA TYPE 4X IN CORROSIVE LOCATIONS. D. USE MANUAL MOTOR STARTING SWITCHES FOR MANUAL CONTROL AND /OR DISCONNECTING OF 120V FRACTIONAL MOTORS AND FOR DISCONNECTING OF 3 PHASE MOTORS UP TO 5 HP AT 230V AND 10 HP AT 480V. FLUSH MOUNTED IN FINISHED AREAS. NEMA 1 ENCLOSURE ON INTERIOR, NEMA 3R ON EXTERIOR. 2.10 LIGHTING FIXTURES, GENERAL B. PROVIDE A COMPLETE LIGHTING SYSTEM, WIRED, ASSEMBLED AND OPERABLE, INCLUDING LIGHTING EQUIPMENT AND ACCESSORIES AS SHOWN ON THE DRAWINGS, DESCRIBED IN THE FIXTURE SCHEDULE, SPECIFIED HEREIN AND COVERED BY ALLOWANCE. ACCESSORIES INCLUDE CANOPIES, SUSPENSION OF PROPER LENGTHS, HICKEYS, CASTINGS, SOCKETS, HOLDERS, REFLECTORS, BALLASTS, DIFFUSING MATERIAL, LOUVERS, PLASTER AND MOUNTING FRAMES, LAMPS, RECESSING BOXES, SUPPORTING BRACKETS AND CHANNELS, WHERE REQUIRED TO SPAN STRUCTURAL MEMBERS. C. FIXTURES TO BE FACTORY PREWIRED AND PREASSEMBLED. CATALOG NUMBERS OR SERIES ARE GIVEN FOR MANUFACTURER'S IDENTIFICATION. CONFORM TO WRITTEN DESCRIPTIVE REQUIREMENTS GOVERNING MATERIAL AND FABRICATION, EITHER IN THE GENERAL OR SPECIFIC SECTIONS. WHERE CATALOG NUMBERS ARE INDICATED AS MODIFIED, NO MODIFICATION WILL BE REQUIRED IF THE STANDARD UNIT FULLY CONFORMS TO ALL DESCRIPTIVE REQUIREMENTS IN THE SPECIFICATIONS AND CONFORMS WITH SPECIFIED CEILING CONSTRUCTION. D. PROVIDE ADEQUATE LAMP SHIELDING, PROPER VENTILATION AND HEAT DISSIPATION, E. GENERAL CONSTRUCTION: 1. SHEET METAL: FREE OF TOOL MARKS AND DENTS. PAINTED AFTER PUNCHING AND FORMING TO ELIMINATE EXPOSED UNPAINTED EDGES. INTERSECTIONS AND JOINTS FORMED TRUE, SUFFICIENTLY RIGID TO PREVENT DISTORTION AFTER ASSEMBLY, 2. CASTINGS: FREE OF BLEMISHES, SCALE AND RUST, AND FINISHED SMOOTH. 3. ALUMINUM SURFACES, NONREFLECTING: ANODIZED CLEAR OR WITH COLOR AS INDICATED. CASTINGS TO BE IRRIDITED, SANDBLASTED OR ANODIZED, 4. ALUMINUM REFLECTORS: TREAT WITH ALZAK PROCESS TO PROVIDE PERMANENT REFLECTIVE SURFACE OF 85% MINIMUM. EXTRUDED REFLECTORS TO BE UNSCORED, BRIGHT DIPPED AND CLEAR ANODIZED. G. LIGHTING FIXTURE DESCRIPTION: REFER TO THE SCHEDULE ON THE DRAWINGS, OR IN THE SPECIFICATIONS, AND TO GENERAL REQUIREMENTS IN OTHER PARAGRAPHS HEREIN FOR FULL FIXTURE DESCRIPTION. 2.12 LAMPS: A. GENERAL: UNLESS SPECIFIED OTHERWISE HEREIN, FURNISH AND INSTALL LAMPS FOR EACH FIXTURE OF TYPE AND WATTAGE INDICATED ON DRAWINGS OR OTHER SECTION OF THE SPECIFICATION. PART 3 - EXECUTION 3.01 SITE CONDITIONS A. EXAMINE THE DRAWINGS OF ALL TRADES, AND SPECIFICATION SECTIONS, SURVEY THE EXISTING CONDITIONS, AND INCLUDE NECESSARY ALLOWANCES IN BID PROPOSAL. B. RESOLVE ALL CONFLICTS WITH CODE REQUIREMENTS, SITE CONDITIONS AND THE WORK OF OTHER TRADES. C. VERIFY THE LOCATIONS OF EXISTING UTILITIES PRIOR TO CONSTRUCTION AND PROTECT THEM FROM DAMAGE. D. PAY COSTS INCURRED DUE TO DAMAGE OF EXISTING UTILITIES OR OTHER FACILITIES. 3.02 LOCATIONS A. DRAWINGS ARE ESSENTIALLY DIAGRAMMATIC, AND ALTHOUGH THE SIZE AND LOCATIONS OF EQUIPMENT ARE GENERALLY SHOWN TO SCALE, MAKE USE OF DATA IN CONTRACT DOCUMENTS, AND INFORMATIONAL DOCUMENTS, INCLUDING SHOP DRAWINGS, AND VERIFY THIS INFORMATION AGAINST FIELD CONDITIONS. B. DRAWINGS INDICATE THE REQUIRED SIZE AND POINTS OF TERMINATION OF CONDUITS, AND THE NUMBER AND SIZE OF WIRES AND SUGGEST PROPER ROUTING OF CONDUIT. INSTALL CONDUIT WITH ALL NECESSARY OFFSETS, JUNCTION BOXES, AND FITTINGS TO CONFORM TO THE STRUCTURE, AVOID OBSTRUCTIONS, PRESERVE HEADROOM, MAINTAIN REQUIRED ACCESSIBILITY, AND SATISFY THE REQUIREMENTS OF THE GOVERNING CODES AND THE STANDARDS OF GOOD PRACTICE. C. WHEN CHANGES IN INDICATED LOCATIONS OR ARRANGEMENTS ARE NECESSARY DUE TO CONDITIONS IN BUILDING CONSTRUCTION, REARRANGEMENT OF FURNISHINGS OR EQUIPMENT, OR CONFLICT IN LOCATION, MAKE SUCH CHANGES AT NO COST TO OWNER, PROVIDED THAT THE CHANGE IS ORDERED BEFORE CONDUIT IS INSTALLED AND THAT LENGTH OF CONDUIT RUN IS NOT REVISED BY MORE THAN TEN FEET. D. BRING DISCREPANCIES BETWEEN DIFFERENT DRAWINGS, BETWEEN DRAWINGS AND ACTUAL FIELD CONDITIONS, OR BETWEEN DRAWINGS AND SPECIFICATIONS, PROMPTLY TO THE ATTENTION OF THE ARCHITECT OR ENGINEER FOR DECISION, AND STOP PERTINENT WORK SUBJECT TO RESOLUTION OF THE CONFLICT. E. COORDINATE THE LOCATION OF THE LIGHTING FIXTURES AND FRAMING WITH THE CEILING CONSTRUCTION SO THAT THE OVERALL PATTERN IS ACCEPTABLE TO THE ARCHITECT. ARCHITECTURAL REFLECTED CEILING DRAWINGS, PLANS AND DETAILS GOVERN. F, PROVIDE CLARIFYING DETAILS WHERE REQUIRED BY INSPECTING AUTHORITY AND OBTAIN ARCHITECT'S AND INSPECTOR'S APPROVAL PRIOR TO INSTALLATION. 3.03 RESPONSIBILITY A. PROVIDE COMPLETE FUNCTIONING SYSTEMS AND INCLUDE LABOR, MATERIAL AND ASSOCIATED TOOLS AND TRANSPORTATION REQUIRED FOR THE SYSTEM TO OPERATE SAFELY AND SATISFACTORILY. PROVIDE EMPTY CONDUIT SYSTEMS WHERE SPECIFIED, COMPLETE, CLEAR, AND WITH PULL WIRES, READY TO ACCEPT CONDUCTORS AND ALLOW FOR EQUIPMENT INSTALLATION. B. PROVIDE WORK INDICATED ON THE DRAWINGS WHETHER OR NOT SPECIFICALLY MENTIONED IN THE SPECIFICATIONS. C. COORDINATE THE INSTALLATION OF ELECTRICAL ITEMS WITH THE SCHEDULES FOR WORK OF OTHER TRADES TO PREVENT DELAYS IN TOTAL WORK, ASSUME RESPONSIBILITY FOR COOPERATIVE WORK, WHICH MUST BE ALTERED DUE TO LACK OF PROPER SUPERVISION OR FAILURE TO MAKE PROPER PROVISION IN TIME. PERFORM ALTERATIONS TO ARCHITECT'S SATISFACTION, AND PAY COSTS. D. RESOLVE CODE CONFLICTS PRIOR TO INSTALLATION, REMOVE AND REPLACE WORK CONFLICTING WITH CODES OR, IN THE ARCHITECT'S OPINION, NOT MEETING SPECIFIED REQUIREMENTS AND PAY COSTS. 3.04 QUALITY ASSURANCE A. PROVIDE AN EXPERIENCED SUPERINTENDENT IN CHARGE OF ERECTION OF THE WORK, TOGETHER WITH ALL NECESSARY JOURNEYMEN, HELPERS AND LABORERS REQUIRED TO PROPERLY UNLOAD, ERECT, CONNECT, ADJUST, OPERATE AND TEST THE WORK INVOLVED TO PRODUCE A NEAT, WORKMANLIKE INSTALLATION. LATEST INDUSTRY STANDARDS ARE CONSIDERED MINIMUM. B. FOR THE ACTUAL FABRICATION, INSTALLATION, AND TESTING OF THE WORK OF THIS SECTION USE ONLY THOROUGHLY TRAINED AND EXPERIENCED PERSONNEL WHO ARE COMPLETELY FAMILIAR WITH THE REQUIREMENTS FOR THIS WORK AND WITH THE INSTALLATION RECOMMENDATIONS OF THE MANUFACTURERS OF THE SPECIFIED ITEMS. WHERE SPECIFIED, PROVIDE FACTORY PERSONNEL FOR TESTING AND ADJUSTING. SUBMIT QUALITY ASSURANCE PROGRAM AND DETAILED TESTING PROCEDURES FOR REVIEW. 3.05 EXISTING FACILITIES A. EXAMINE THE DRAWINGS AND SPECIFICATIONS OF THE COMPLETE WORK, AND INSPECT THE SITE TO ESTABLISH THE SCOPE OF DEMOLITION WORK AND NEW WORK TO BE PROVIDED UNDER THIS SECTION AND CLARIFICATION OF THE PHASING OF THE WORK. B. BASED ON PROJECT PHASING AND SCHEDULING, DEMOLITION WORK WILL BE TAKING PLACE IN AND AROUND EXISTING AREAS THAT ARE TO REMAIN IN SERVICE. WHERE THE WORK UNDER THIS SECTION AFFECTS OR INTERFERES WITH THE OPERATION OF EXISTING AREAS TO REMAIN IN SERVICE, OR PORTIONS OF THE WORK ALREADY IN OPERATION, PROVIDE NECESSARY WORK AND MATERIAL INCLUDING PREMIUM PAY, REQUIRED TO AVOID SHUTDOWN OF THESE AREAS DURING NORMAL OPERATIONS. OBTAIN OWNER'S APPROVAL FOR SHUTDOWN, IN WRITING, 48 HOURS PRIOR TO SHUTDOWN. C. EXISTING ELECTRICAL AND SIGNAL FACILITIES OUTSIDE OF THE DEMOLITION AREA TO REMAIN IN PLACE AND IN SERVICE DURING DEMOLITION. D. UNLESS SPECIFICALLY NOTED OR OTHERWISE INDICATED OR DIRECTED, REMOVE EXISTING ELECTRICAL EQUIPMENT IN THE AREAS TO BE DEMOLISHED. DELIVER EQUIPMENT REMOVED, INCLUDING LIGHTING FIXTURES, TO THE OWNER'S REPRESENTATIVE. 3.06 REMODELING A. WHERE REMODELING OF EXISTING AREAS IS INDICATED, PROVIDE WORK INDICATED AND REQUIRED FOR A COMPLETE AND OPERATING FACILITY. WHERE WORK IS ADJACENT TO EXISTING FIXTURES OR DEVICES, PROVIDE MATCHING PRODUCTS TO PRESENT UNIFORM APPEARANCE. SALVAGE DEMOLISHED MATERIAL AND EQUIPMENT AND DELIVER TO OWNER AS DIRECTED. DISPOSE OF SALVAGED MATERIAL AND EQUIPMENT WHERE SO DIRECTED IN WRITING BY OWNER. PATCH OPENINGS IN EXISTING WALLS OR FLOORS CAUSED BY REMOVAL OF MATERIAL AND /OR EQUIPMENT UNDER THIS WORK. 3.07 DEMOLITION A. WHERE AREAS OF EXISTING FACILITIES ARE INDICATED TO BE DEMOLISHED OR REMODELED, VISIT SITE TO DETERMINE SCOPE OF WORK, RELOCATE ELECTRIC AND SIGNAL SYSTEM EQUIPMENT, AND REROUTE OR REPLACE CONDUIT AND WIRING TO CONFORM WITH NEW USE OF THE AREA AND MAINTAIN OPERATION OF ADJACENT AREAS. 3.09 TESTS AND CERTIFICATION A. GENERAL: PROVIDE TESTING IN ACCORDANCE WITH NETA REQUIREMENTS, AS SPECIFIED UNDER INDIVIDUAL EQUIPMENT AND SYSTEM SPECIFICATIONS AND AS FOLLOWS: 1. UPON COMPLETION OF THE WORK, AND AS A CONDITION FOR ACCEPTANCE, TEST ALL COMPONENTS AND SYSTEMS IN THE PRESENCE OF THE OWNER'S REPRESENTATIVE TO DEMONSTRATE COMPLIANCE WITH THE SPECIFICATIONS, PROVIDE TESTS AS SPECIFIED AND AS REQUIRED BY THE CODE OR ENFORCING AUTHORITIES. ADJUST, REPAIR AND /OR REPLACE DEFECTIVE MATERIAL AND EQUIPMENT. 2. TIGHTEN ALL BOLTED CONNECTIONS AND MEGGAR ALL EQUIPMENT AND BUS PRIOR TO TESTING. 3. TABULATE ALL TEST DATA AND PREPARE CERTIFIED TYPEWRITTEN REPORT COVERING ALL TESTING PERFORMED AND INCLUDE IN OPERATING AND MAINTENANCE INSTRUCTION MANUAL(S). 3.11 INSTALLATION OF CONDUCTORS A. STORE CONDUCTORS WHERE CONTINUOUSLY PROTECTED FROM SUNLIGHT, HEAT AND WEATHER. B. CIRCUIT AS INDICATED ON PLANS AND SINGLE LINE DIAGRAMS. C. DO NOT INSTALL MORE CONDUCTORS IN A RACEWAY THAN INDICATED ON THE DRAWINGS. D. MINIMUM WIRE SIZE SHALL BE NO. 12 AWG, EXCEPT FOR CONTROL OR SIGNAL CIRCUITS WHICH MAY BE NQ, 14 AWG. E. ALL WIRING FOR BRANCH CIRCUITS SHALL BE MINIMUM NO. 12 AWG, PROTECTED BY 20 AMPERE CIRCUIT BREAKERS. IF DISTANCE FROM PANEL TO FIRST OUTLET IS 75' OR GREATER FOR 120 VOLT CIRCUITS, AND 125' OR GREATER FOR 277 VOLT CIRCUITS, NO. 10 AWG SHALL BE INSTALLED THROUGHOUT THE CIRCUIT, UNLESS NOTED OTHERWISE ON THE DRAWINGS. F. PROVIDE CONDUCTORS IN PARALLEL FEEDER RUNS OF IDENTICAL LENGTHS. G. ACCEPTABLE PULLING MEANS INCLUDE. FISH TAPE WITH BALL TYPE HEADS, CABLE ROPE, AND BASKET WEAVE WIRE /CABLE GRIPS WHICH DO NOT DAMAGE CABLES OR RACEWAYS. DO NOT USE ROPE HITCHES FOR PULLING ATTACHMENTS TO WIRE OR CABLE. H. USE ONLY LUBRICANT, WHICH DOES NOT DAMAGE CONDUCTORS, AS A PULLING AID. NO LUBRICANT IS TO BE USED ON BRANCH CIRCUIT CONDUCTORS CONNECTED TO GROUND FAULT - INTERRUPTING CIRCUIT BREAKERS. I. BUNDLE AND SECURE FEEDER, BRANCH CIRCUIT AND CONTROL CONDUCTORS, IN PANELBOARDS, SWITCHBOARDS, MOTOR CONTROL CENTERS, AND TERMINAL CABINETS WITH NYLON TIE WRAPS SUITABLE FOR CONDUCTOR SIZE. PROVIDE TIE WRAPS ON APPROXIMATELY 12" CENTERS. IDENTIFY SPARE CONDUCTORS (LINE, CONTROL AND SIGNAL). J. TIGHTEN ELECTRICAL CONNECTORS AND TERMINALS, INCLUDING SCREWS AND BOLTS, IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED TORQUE TIGHTENING VALUES. WHERE MANUFACTURER'S TORQUE REQUIREMENTS ARE NOT INDICATED, TIGHTEN CONNECTORS AND TERMINALS TO COMPLY WITH TIGHTENING TORQUE VALUES SPECIFIED IN UL 486A AND UL 4868. K. INSTALL ALL CONDUCTORS IN CONDUIT. COMPLETE CONDUIT SYSTEM AND CLEAN AND DRY CONDUIT BEFORE PULLING IN CONDUCTORS. INSTALL CONDUCTORS AFTER GENERAL CONSTRUCTION WORK IN AREA HAS PROGRESSED SUFFICIENTLY TO AVOID CONDUCTOR DAMAGE L RUN NEUTRAL CONDUCTORS CONTINUOUS TO PANEL. DO NOT COMBINE. RUN FEEDERS CONTINUOUS TO PANEL OR EQUIPMENT WITHOUT SPLICES. DO NOT SPLICE OR TAP IN EQUIPMENT ENCLOSURES OR CONDUIT BODIES, MAKE NECESSARY SPLICES ON TAPS ONLY IN JUNCTION BOXES, PULL BOXES, OR IN OVERSIZE WIRING GUTTERS DESIGNED FOR THE PURPOSE AT PANELBOARDS. M. ALLOW 12" MINIMUM FREE LENGTH OF CONDUCTOR WHERE TERMINATING IN OUTLET OR PULL BOX. PROVIDE LONGER LENGTHS WHERE INDICATED. N. DO NOT LOOP THROUGH RECEPTACLE TERMINALS: CONNECT BY MEANS OF CONDUCTOR TAPS JOINED TO BRANCH CIRCUIT CONDUCTORS, .o " *- )NA�- ELEGTP,I GAL 5PEGIFIC, ATI M -E Engineers, Inc. tile 245 chapel place, suite 200 Avon, co 81620 -5740 t 970.949.6000/f. 970.949.'1959 e n g i n e e r S www.me- engineers.com 3.12 CONNECTIONS AND TERMINATIONS, LINE VOLTAGE CONDUCTORS: A. FOR BRANCH CIRCUIT CONDUCTORS NO. 8 AWG AND SMALLER, USE STEEL SPRING WITH SEMI —RIGID INSULATING SHELL, OR SETSCREW TYPE, TAPED. B. FOR CONDUCTORS NO. 6 AWG AND LARGER, USE COPPER OR BRONZE BOLTED PRESSURE BAR MECHANICAL CONNECTORS AND LUGS, OR COMPRESSION TYPE AT CONTRACTOR'S OPTION, SIZED FOR CONDUCTORS. FOR CONDUCTORS NO, 1 AWG AND LARGER, USE LUGS WITH TWO BOLTS THROUGH TONGUE MINIMUM, OR EQUAL ANTI —TURN CONSTRUCTION (SUBMIT SAMPLE). CONNECTORS AND LUGS WHICH ARE CRIME' TYPE OR WHICH APPLY SETSCREWS DIRECTLY TO THE CONDUCTORS ARE NOT ACCEPTABLE. FASTEN LUGS WITH FLAT AND SPRING WASHERS AND HEX NUT. C. COORDINATE EQUIPMENT TERMINATIONS WITH EQUIPMENT SUPPLIER TO INSURE THAT TERMINALS PROVIDED CONFORM WITH REQUIREMENTS SPECIFIED HEREIN. D. FOR CONNECTIONS AT MOTORS, USE LUGS ON MOTOR AND BRANCH CIRCUIT CONDUCTORS, BOLTED AND TAPED. FOR CONDUCTORS NO, 8 AWG AND SMALLER, CRIMP LUGS TO CONDUCTORS. E. SPLICE GROUNDING CONDUCTORS BY MEANS OF EXOTHERMIC WELDING AND TERMINATE BY MEANS OF APPROVED GROUNDING CONNECTORS. DO NOT SOLDER. F. POSITION SPLICES IN PULL BOXES AND JUNCTION BOXES, SO THEY ARE ACCESSIBLE FROM THE REMOVABLE COVER SIDE OF THE BOX. G. PROVIDE WATERPROOF CONNECTIONS IN WET LOCATIONS, PENCIL AND ROUGHEN CONDUCTORS AND APPLY RUBBER TAPE EQUAL TO INSULATION THICKNESS. COVER WITH TWO HALF — LAPPED LAYERS OF 8.5 MIL, ALL WEATHER, VINYL PLASTIC TAPE, SUITABLE FOR BELOW FREEZING APPLICATION, AND COAT WITH SEALANT. FORM CONDUCTORS INTO DRIP LOOPS SO THAT WATER DOES NOT COLLECT ON CONNECTIONS. BLOW OUT CONDUIT TO REMOVE MOISTURE AND SEAL CONDUIT ENDS WITH WATERPROOF COMPOUND. H. TORQUE ELECTRICAL CONDUCTOR TERMINATIONS IN ACCORDANCE WITH EQUIPMENT MANUFACTURER'S DIRECTIONS AND INDUSTRY STANDARDS, 3.13 CONDUIT A. USE RIGID STEEL CONDUIT UP TO 6 ", OR INTERMEDIATE STEEL CONDUIT UP TO 4 ": IN SLAB ON GRADE; ON EXTERIOR; ENCASED IN EXTERIOR MASONRY OR CONCRETE WALLS; IN WET LOCATIONS; IN REFRIGERATED SPACES; WHERE CONDUIT IS ROUTED EXPOSED WITHIN 7 FEET OF FLOOR OR WALKING SURFACES; IN SUSPENDED SLABS, BUT ONLY WHERE PERMISSION IS OBTAINED FROM ARCHITECT IN WRITING FOR CONDUIT TO BE RUN IN A SUSPENDED SLAB. B. USE RIGID OR INTERMEDIATE STEEL CONDUIT, OR ELECTRIC METALLIC TUBING UP TO 4" FOR: DRY CONCEALED LOCATIONS; WHERE CONDUIT IS ROUTED EXPOSED ABOVE 7 FEET FROM FLOOR OR WALKING SURFACES; INCLUDING BUT NOT LIMITED TO MECHANICAL ROOMS, IN ELECTRICAL AND TELEPHONE ROOMS AT ALL HEIGHTS. C. USE 24" MINIMUM LENGTH OF LIQUIDTIGHT FLEXIBLE STEEL CONDUIT, 1/2" MINIMUM TRADE SIZE, SLACK CONNECTED FOR: CONNECTION FROM OUTLET TO MOTOR AND OTHER MOVING OR VIBRATING EQUIPMENT; CODE LENGTH TO LIGHTING FIXTURES IN DAMP OR WET LOCATIONS; TO TRANSFORMER HOUSINGS; TO KITCHEN EQUIPMENT; ALL FLEXIBLE CONNECTIONS IN EXPOSED AREAS. WHERE CONDUIT STUBS INTO BOTTOM OF DRY TYPE TRANSFORMER, WITHOUT CONNECTING TO ENCLOSURE, BOND CONDUIT TO ENCLOSURE AND OMIT FLEX CONNECTION. D. PROVIDE BEND RADIUS FOR FLEXIBLE CONDUIT NOT LESS THAN 5 TIMES THE TRADE SIZE. E. DO NOT USE FLEXIBLE CONDUIT FOR TELECOMMUNICATIONS OR DATA CABLING UNLESS SPECIFICALLY SHOWN ON THE DRAWINGS. F. WHERE PENETRATING FLOORS OR FIRE SEPARATIONS, USE UL LISTED FITTINGS AND /OR DEVICES TO MAINTAIN SEPARATION INTEGRITY. 3.14 INSTALLATION OF CONDUIT A. DELIVER RACEWAYS AND WIREWAYS TO THE SITE IN STANDARD LENGTHS, AND STORE WHERE CONTINUOUSLY PROTECTED FROM MOISTURE AND WEATHER. B. CONDUIT SIZES ON THE DRAWINGS ARE MINIMUM, SIZED FOR COPPER CONDUCTORS, FOR NORMAL DIMENSION INSULATION. UNLESS OTHERWISE NOTED, USE 1/2" TRADE SIZE MINIMUM. INCREASE SIZES WHERE REQUIRED BY PHYSICAL CONDITIONS, OR CONDUCTOR INSULATION. DO NOT COMBINE RUNS WITHOUT WRITTEN APPROVAL. ALLOW FOR GROUNDING CONDUCTOR. C. CONCEAL CONDUIT FROM VIEW ABOVE CEILINGS, BELOW FLOORS OR IN WALLS. REFER TO ARCHITECTURAL SECTIONS AND DETAILS TO DETERMINE CONDUIT ROUTING REQUIRED TO CONCEAL CONDUIT. D. CONDUIT MAY BE EXPOSED TO VIEW IN SHOP AND UTILITY AREAS AND WHERE INDICATED. INSTALL ALL CONDUIT RUNS PARALLEL WITH OR PERPENDICULAR TO STRUCTURAL MEMBERS, SURMOUNT OBSTRUCTIONS BY USE OF BENDS, OFFSETS, AND WHERE NECESSARY WITH JUNCTION AND PULL BOXES. FOR SURFACE MOUNTED OUTLETS AND SMALL JUNCTION BOXES WITHIN 7' OF FLOOR, USE CAST BOXES AND /OR CONDUIT BODIES. E. CUT CONDUITS AND RACEWAYS SQUARE AND FREE OF BURRS. REAM CONDUIT ENDS AND CLEAN CONDUITS BEFORE PULLING CONDUCTORS. F. CAP OPEN ENDS OF CONDUITS WITH APPROVED MANUFACTURED CONDUIT SEALS UNTIL READY TO PULL IN CONDUCTORS. G. FOR BENDS AND OFFSETS IN CONDUIT, USE LARGE RADIUS FACTORY FITTINGS, OR BEND WITH HYDRAULIC BENDER MEETING THE NEC REQUIREMENTS. REPLACE ALL FLATTENED, DEFORMED OR KINKED CONDUIT, H. PROVIDE NO. 14 AWG BLACK IRON PULL WIRE OR POLYETHYLENE OR NYLON PULL ROPE IN ALL EMPTY CONDUITS AND STUBS OVER 10' IN LENGTHS, EXTENDING AT LEAST 12" BEYOND CONDUIT, PULL ROPE TENSILE STRENGTH TO BE 240 POUNDS UP TO 1 -1/2" CONDUIT AND 800 POUNDS FOR LARGER CONDUIT. 1. SECURE RIGID OR IMC CONDUITS TO PANELBOARDS, PULL BOXES, WIREWAYS AND ENCLOSURES WITH LOCKNUTS, INSIDE AND OUT, AND PROVIDE IMPACT RESISTANT PLASTIC, INSULATED THROAT OR MALLEABLE IRON BUSHINGS AT TERMINATIONS IN PULL BOXES, WIREWAYS, SIGNAL CABINETS, BOXES AND ENCLOSURES. ZINC INSULATED THROAT HUBS WITH "0" RING GASKETS MAY BE USED IN LIEU OF DOUBLE LOCKNUT AND BUSHING. FOR FEEDER CONDUCTORS NO. 4 AWG AND LARGER, PROVIDE STEEL OR MALLEABLE IRON INSULATING BUSHINGS WITH PLASTIC LINER. FOR EMT, PROVIDE INSULATED THROAT CONNECTORS SECURED WITH LOCKNUT ON INTERIOR OF BOX OR ENCLOSURE. J. FIELD THREAD RIGID AND IMC CONDUIT TO CONFORM TO AMERICAN STANDARD PIPE THREADS TAPERED FOR THE ENTIRE LENGTH AT 3/4 INCH /FOOT. TREAT THREADS WITH PROTECTIVE COATING TO PREVENT CORROSION, BUT MAINTAIN ELECTRICAL CONTINUITY. K. UPON COMPLETION OF INSTALLATION OF RACEWAYS, INSPECT INTERIORS OF RACEWAYS; CLEAR ALL BLOCKAGES AND REMOVE BURRS, DIRT, AND CONSTRUCTION DEBRIS. 3.15 INSTALLATION OUTLET BOXES AND FITTINGS A. GENERAL: INSTALL ELECTRICAL BOXES AND FITTINGS IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS, APPLICABLE REQUIREMENTS OF THE CODE AND NECA'S "STANDARD OF INSTALLATION," AND IN ACCORDANCE WITH RECOGNIZED INDUSTRY PRACTICES TO FULFILL PROJECT REQUIREMENTS. B. COORDINATE INSTALLATION OF ELECTRICAL BOXES AND FITTINGS WITH CONDUCTORS, WIRING DEVICES, AND RACEWAY INSTALLATION WORK. C. INSTALL OUTLETS AND BOXES IN READILY ACCESSIBLE LOCATIONS, D. INSTALLING BOXES BACK —TO —BACK IN WALLS IS NOT PERMITTED. PROVIDE A MINIMUM OF 12" OF SEPARATION. E. AVOID USING ROUND BOXES WHERE CONDUIT MUST ENTER BOX THROUGH SIDE OF BOX, WHICH WOULD RESULT IN DIFFICULT AND INSECURE CONNECTIONS WHEN FASTENED WITH LOCKNUT OR BUSHING ON ROUNDED SURFACES. F. TAPS AND SPLICES WHERE PERMITTED BY THESE SPECIFICATIONS WITHIN EXTERIOR JUNCTION BOXES, SHALL BE PERFORMED WITH AN ENCAPSULATING WATERTIGHT SPLICE OR TAP KIT WHICH INSULATES AND MOISTURE SEALS THE CONNECTION. KIT SHALL CONSIST OF THE APPROPRIATE SIZE AND TYPE MOLD, ENCAPSULATING RESIN AND END SEALING TAPE. G. SUBSEQUENT TO INSTALLATION OF BOXES, PROTECT BOXES FROM CONSTRUCTION DEBRIS AND DAMAGE. H. PROVIDE ADDITIONAL PULL OF JUNCTION BOXES AS REQUIRED TO MEET CODE REQUIREMENTS OR TO FACILITATE PULLING OF WIRES, LOCATE IN UTILITY AREAS, ABOVE ACCESSIBLE CEILINGS, ON IN APPROVED LOCATIONS. 1. SIZE BOXES FOR DEVICES CONTAINED AND THE NUMBER OF WIRES PASSING THROUGH OR TERMINATING THEREIN, BUT NOT LESS THAN 4" SQUARE BY 1 -1/2" DEEP. USE PULL AND JUNCTION BOXES OF ADEQUATE SIZE FOR SPLICES AND TERMINATIONS CONTAINED THEREIN. J. USE 4- 11/16" SQUARE BOX WITH ROUND PLASTER RING, FOR SURFACE MOUNTED CEILING FIXTURES. K. WHERE MORE THAN ONE SWITCH IS SHOWN AT ONE LOCATION, GROUP BEHIND COMMON PLATE. USE GANG BOXES FOR THREE OR MORE DEVICES. PROVIDE BARRIER BETWEEN 277V SWITCHES CONTROLLING TWO OR MORE CIRCUITS. L. UNLESS SPECIFIED OTHERWISE IN OTHER SECTIONS, PROVIDE A 4- 11/16" SQUARE BY 2 -1/8" DEEP BOX WITH ONE GANG FLUSH PLASTER RING FOR WALL MOUNTED TELEPHONE, DATA, COMPUTER, DICTATION, MATV OR INTERCOM OUTLETS. M. RECESS BOXES, EXCEPT IN UNFINISHED AREAS SUCH AS UTILITY TUNNELS, MECHANICAL, AND ELECTRICAL SPACES. PROVIDE EXTENSION RINGS AND /OR PLASTER RINGS TO FINISH FLUSH WITH FINISHED SURFACES, INCLUDING THE INSIDE FACE OF THE BACKS OF CASEWORK. INSTALL APPROVED FACTORY MADE KNOCKOUT SEALS WHERE KNOCKOUTS ARE NOT INTACT, AND CLOSE ALL OPENINGS. N. USE CAST METAL, GASKETED BOXES FOR LOCATIONS NOTED ON DRAWINGS AND AS FOLLOWS: STUB MOUNTED OUTLETS; SURFACE MOUNTED OUTLETS WITHIN 7' OF THE FLOOR; WET OR CORROSIVE LOCATIONS; OUTLETS ON THE EXTERIOR OR WITHIN EXTERIOR WALLS FACING THE EXTERIOR, FOR FLUSH MOUNTED OUTLETS, PROVIDE ADAPTER PLATES. PROVIDE THREADED PLUGS IN UNUSED HUBS. 0. SUPPORT LIGHT FIXTURE OUTLETS TO BUILDING STRUCTURE AND EQUIP WITH FIXTURE STUD AND HANGAR BAR OR SUPPORTING DEVICE AS REQUIRED. SUPPORT LIGHTING FIXTURES IN EXCESS OF 60 POUNDS TO STRUCTURE INDEPENDENTLY OF OUTLET BOX. P. PROVIDE BOXES FOR ALL DEVICES. FOR DEVICES NOT SPECIFIED OR SCHEDULED, USE BOXES AS APPROVED, ADEQUATE FOR DEVICE TO BE INSTALLED. Q. COMBINE DEVICES IN GANGED BOX WITH SUITABLE BARRIERS BEHIND COMMON PLATE WHERE INDICATED, SPECIFIED, OR DETAILED. PROVIDE SEPARATE OR BARRIERED BOXES FOR NORMAL AND EMERGENCY DEVICES. R. INSTALL BOXES IN A RIGID MANNER, WITH BOX HANGERS, EXPANSION SHIELDS IN MASONRY, AND MACHINE SCREWS ON METAL WORK. DO NOT NAIL TO STRUCTURE, USE PLATED OR GALVANIZED SCREWS THROUGHOUT. S. SECURE PULL AND JUNCTION BOXES TO THE STRUCTURE INDEPENDENTLY OF THE CONDUITS BY MEANS OF BOLTS, ROD HANGERS OR BRACKETS, 3.16 SUPPORT AND FASTENING OF RACEWAYS AND WIREWAYS A. INSTALL SUPPORTING DEVICES TO FASTEN ELECTRICAL COMPONENTS SECURELY AND PERMANENTLY IN ACCORDANCE WITH CODE REQUIREMENTS. B. COORDINATE WITH THE BUILDING STRUCTURAL SYSTEM, AND WITH OTHER ELECTRICAL, HVAC AND PLUMBING SYSTEMS INSTALLATIONS. C. INSTALL RIGID STEEL CONDUIT WITH THREADED COUPLINGS, SUPPORT CONDUITS 1" AND LARGER ON 10 FOOT INTERVALS, SMALLER THAN 1" ON 7 FOOT INTERVALS, ALL SIZES WITHIN 3' OF CONNECTION TO ANY ELECTRICAL ENCLOSURE, BOX, CABINET, OR FITTING, INCLUDING COUPLINGS. D. SUPPORT ELECTRIC METALLIC TUBING ON MAXIMUM SPACING OF 10' AND WITHIN 3' OF CONNECTION TO ANY ELECTRICAL ENCLOSURE, BOX, CABINET, OR FITTING, INCLUDING COUPLINGS. E. AT PLASTER OR DRYWALL PARTITIONS, ATTACH ONLY TO THE FRAMING STUDS OR TO A BACKING PLATE OR STEEL CHANNEL THAT SPANS BETWEEN STUDS. F. ATTACH TO SOLID MASONRY WALLS WITH STEEL WEDGE EXPANSION ANCHORS. G. DO NOT FASTEN RIGID CONDUIT OR TUBING TO EQUIPMENT SUBJECT TO VIBRATION OR MOUNTED ON SHOCK MOUNTS. H. WHERE ATTACHING TO STEEL MEMBERS, USE BEAM CLAMP, WELDED THREADED STUDS, OR MACHINE SCREWS, I. WHERE NOT OTHERWISE SPECIFIED HEREIN, SUPPORT ALL SIZES OF SUSPENDED CONDUIT FROM BEAMS OR GIRDERS WITH FACTORY MADE PIPE HANGERS WITH SPLIT HINGED MALLEABLE IRON OR SPRINGABLE STEEL PIPE RINGS AND SOLID ROUND MILD STEEL RODS, 1/4" DIAMETER FOR UP TO 1 -1/4" CONDUIT, 3/8" DIAMETER UP TO 2" CONDUIT, AND 1/2" DIAMETER FOR LAGER CONDUIT. FRICTION TYPE CONDUIT SUPPORT HARDWARE AND ATTACHMENTS ARE NOT ACCEPTABLE. WHERE REQUIRED CONDUIT SUPPORT SPACING IS MORE FREQUENT THAN STRUCTURAL MEMBERS, PROVIDE INTERMEDIATE STEEL SUPPORT AS REQUIRED. J. PROVIDE TRAPEZE TYPE HANGERS WHERE THREE OR MORE CONDUITS RUN PARALLEL AND CLAMP CONDUIT TO HANGER WITH GALVANIZED STEEL CONDUIT CLAMPS. PROVIDE DIAGONAL SEISMIC BRACING FOR SUSPENDED RUNS OF CONDUITS 2 -1/2" TRADE SIZE AND LARGER. UTILIZE U— CHANNELS FOR TRAPEZE ASSEMBLIES. LATHING CHANNELS ARE NOT ACCEPTABLE. K. DO NOT USE PERFORATED METAL STRAP AS SUPPORT MATERIAL. L. SUPPORT CONDUIT TO STRUCTURE ABOVE SUSPENDED CEILINGS 3" MINIMUM ABOVE CEILING TO ALLOW REMOVAL OF TILE. DO NOT SUPPORT FROM T —BARS OR T —BAR HANGER WIRES. MAINTAIN 2" CLEARANCE ABOVE RECESSED LIGHT FIXTURES. M. ABOVE FIXED CEILINGS AND IN STUD WALLS, TIE CONDUIT 1" OR SMALLER TO FURRING, SUPPORT CHANNELS CAPABLE OF CARRYING THE WEIGHT, OR STUDS WITH NO. 16 GAUGE GALVANIZED WIRE TIES 4' ON CANTER, MAXIMUM. 3.17 INSTALLATION OF LIGHTING FIXTURES A. COORDINATE EXACT QUANTITIES AND CRITICAL DIMENSIONS WITH THE CONTRACT DOCUMENTS AND FIELD CONDITIONS. B. INSTALL LIGHTING FIXTURES IN ACCORDANCE WITH FIXTURE MANUFACTURER'S WRITTEN INSTRUCTIONS, APPLICABLE REQUIREMENTS OF THE CODE, NECA'S "STANDARD OF INSTALLATION," NEMA STANDARDS, AND WITH RECOGNIZED INDUSTRY PRACTICES TO ENSURE THAT LIGHTING FIXTURES FULFILL INSTALLATION REQUIREMENTS. C. CONNECTIONS: USE UNDERWRITERS' LABORATORIES APPROVED SOLDERLESS CONNECTORS FOR SPLICING. D. BLOCKING: PROVIDE SUPPLEMENTAL BLOCKING AND SUPPORT UNDER THIS SECTION, AS REQUIRED TO SUPPORT FIXTURE FROM STRUCTURAL MEMBERS ADEQUATE FOR FIXTURE WEIGHT. REFER TO THE ARCHITECTURAL DETAILS FOR ACCEPTABLE METHODS FOR BLOCKING AND SUPPORT IN WALLS AND CEILINGS. E. SURFACE MOUNTED FIXTURES: SECURE TO STRUCTURAL MEMBERS OR TO STRUCTURAL CHANNELS WHICH SPAN STRUCTURAL MEMBERS WITH 1/4" MINIMUM MACHINE SCREWS. F. CONNECTIONS: DO NOT USE FIXTURES AS PULL OR JUNCTION BOXES. DO NOT USE FLEX CONDUIT BETWEEN SEPARATED, SUSPENDED FIXTURES. SURFACE MOUNTED FIXTURES, SEPARATED BY NOT MORE THAN 6" IN UTILITY AREAS, ARE TO BE NIPPED TOGETHER. CONNECT FROM RECESSED FIXTURES TO FIXTURE OUTLET WITH 6" LENGTH OF FLEXIBLE CONDUIT AND CONDUCTORS. G. LOCATION: LOCATE FIXTURE OUTLETS, RECESSED FIXTURES, AND DETERMINE THE LENGTH OF CUSTOM, CONTINUOUS ROW COVE OR "REVERSE COVE" FIXTURES, BY REFERENCE TO MEASUREMENT OF BUILDING CONSTRUCTION. DO NOT SCALE ELECTRICAL DRAWINGS. H. LAMPING: FOR INITIAL LAMPING OF OVERHEAD FIXTURES DURING CONSTRUCTION, OMIT DIFFUSER INSTALLATION. PRIOR TO FINAL ACCEPTANCE AND WHEN DIRECTED BY THE OWNER IN WRITING, CLEAN THE FIXTURES, REMOVE CONSTRUCTION LAMPS, RELAMP WITH NEW LAMPS AND INSTALL DIFFUSERS. I. DO NOT INSTALL EXPOSED FIXTURES, REFLECTORS OR TRIMS UNTIL ALL PLASTERING AND PAINTING THAT MAY MAR FIXTURE FINISH IS COMPLETED. REPLACE BLEMISHED, DENTED, DAMAGED OR UNSATISFACTORY FIXTURES AS DIRECTED. J. SUPPORT ALL FIXTURES INDEPENDENT OF DUCTWORK OR PIPING. 3.19 ACCEPTABLE MANUFACTURERS A. POWER PANELBOARDS: GENERAL ELECTRIC, CUTLER HAMMER, SQUARE D AND SIEMENS. MATCH EXISTING B. MOLDED CASE CIRCUIT BREAKERS: SAME AS PANELBQARD MANUFACTURER. B. DISCONNECT SWITCHES (HEAVY DUTY, QUICK —MAKE, QUICK — BREAK): 1. 800A AND SMALLER: GENERAL ELECTRIC, SQUARE D, CUTLER HAMMER AND SIEMENS. REJECTION TYPE FOR FUSED UNITS. 2. MOTOR SWITCHES: FOR 120V, 230V, UP TO 5HP, 460V UP TO 10HP: SQUARE D CLASS 2510. EQUAL BY GENERAL ELECTRIC, CUTLER HAMMER OR SIEMENS. C. WIRING DEVICES: 1. MAINTAINED SWITCHES: HUBBELL, LEVITON, PASS /SEYMOUR OR COOPER. 2. DUPLEX AND SINGLE RECEPTACLES: SPECIFICATION GRADE, HUBBELL, LEVITON, COOPER OR PASS /SEYMOUR. 3. GROUND FAULT INTERRUPTING RECEPTACLE: HUBBELL, LEVITON, COOPER OR PASS /SEYMOUR. 4. WEATHERPROOF HINGED COVER: HUBBELL, INTERMATIC, LEVITON OR PASS /SEYMOUR. 5. PLATES — HUBBELL, LEVITON, COOPER OR PASS /SEYMOUR. D. INSULATED BUSHINGS: O.Z. GEDNEY TYPES A, B AND COPPER LUG BLG, OR APPROVED EQUIVALENT. E. EMT FITTINGS — STEEL RAINTIGHT: APPLETON, CROUSE— HINDS, STEEL CITY OR THOMAS AND BETTS. F. LIQUIDTIGHT FLEX: TYPE U.A. WITH BUILT —IN BOND WIRE, AMERICAN FLEX CONDUIT, ANACONDA OR O.Z. GEDNEY. G. STEEL OUTLET BOXES: 4: SQUARE BY 1 -1/2" DEEP MINIMUM, APPLETON, STEEL CITY, THOMAS AND BETTS OR CROUSE— HINDS. H. CAST BOXES AND CONDUIT BODIES: APPLETON, CROUSE— HINDS, PYLE — NATIONAL, O.Z. GEDNEY OR CROUSE— HINDS. 1. 600V CONDUCTOR INSTALLATION ACCESSORIES: 1. STEEL SPRING CONNECTORS (NO. 8 AND SMALLER): SCOTCHLOCK TYPES R AND Y, IDEAL WIRENUT. 2. SOLDERLESS CONNECTORS: (NO. 6 AND LARGER) COPPER OR BRONZE BOLTED PRESSURE BAR TYPE: BRUNDY, THOMAS AND BETTS, O.Z. GEDNEY, TELEDYNE PENN — UNION. 3. POWER DISTRIBUTION BLOCKS: SQUARE D CLASS 9080, EQUIVALENT BY MARATHON SPECIAL PRODUCTS OR ILSCO. 4. COMPRESSION CONNECTORS (MOTOR CONNECTIONS NO.8 AND SMALLER): T &B STAKON, BURNDY OR EQUIVALENT. 5. TAPE: SCOTCH #23 RUBBER TAPE AND #33 VINYL TAPE. SOLA BASIC, SIERRA— TOMIC. 6. SEALANT: SCOTCHKOTE. NO KNOWN EQUAL. 7. PULLING COMPOUND: POWDERED SOAPSTONE, IDEAL YELLOW 77, WIRELUBE, MINERALLAC #100, SIERRA— TOMIC, 8. CABLE SUPPORTS: O.Z. GEDNEY SPLIT WEDGE, KELLEMS CABLE CLAMPS, L. AFTERSET ANCHORS: EXPANSION SHIELD TYPE, HILTY KWIK BOLT, PHILLIPS "READHEAD" WEDGE TYPE, M. SEISMIC BRACING SYSTEMS: INTERNATIONAL SEISMIC APPLICATION TECHNOLOGY (I.S.A.T.) OR APPROVED EQUIVALENT. N. CONDUCTORS — 600V AND BELOW; AMERICAN INSULATED WIRE, ANACONDA, OKONITE. 'AJiii I`A`A FLEGT2I GAL SPECIFICATIONS WE Engineers, Inc. 245 chapel place, suite 200 M. e avon, cc 81620 -5740 t970.949.6000/f 970.949.1959 e n g i n e ers www.me- engineers.com E.2 EXIST. I I EXIST. I I EXIST. EXIST. EXIST �8� �� UNIT UN(T UN|T UN|T UN|T UN|T UN|T UN|T PANBLI IPANBLI IPANELI IPANEL| �PANEL� 1EXIST. PANB-i JPANEL� JPANEL EXIST. 1 EXIST.1 �� E �� UN|T UN|T UN|T UN|T UN|T UN|T UN|T PANEL� iPANEL 1 EXIST. 1 PANEL �PANEL 1PANEL{ �PANEL }PANEL ��|�[`��}p�| �����Fl NOT�(� ���u//�/�n� n�/�u /xu/�.�. � J D|SCONNECT AND REMOVE EXISTING PANEL PROVIDE �� NEW PANEL IN NEW LOCATION, INTERCEPT EXISTING FEEDER CONDUIT AND EXTEND TO NEW LOCATION. PROVIDE NEW FEEDERS. INTERCEPT AND EXTEND ALL EXISTING BRANCH CIRCUITS. �� ��|PROV)DE NEW BREAKER, WATCH EXISTING. EXIST. EXIST. EXIST. EXIST. �� �� UN|T UN|T UN|T UN|T UNIT UN|T UN|T UN|T UN|T PANEL! �PANEL� |PANBLi !PANEL| 1 EXIST. 1 PANEL �PANEL | �PANEL� (PANEL i |PANEL 50A 50A 50A I 5OA I 50A 50A 2P 2P ( I 2P 2P 2P-, 2P EXIST. EXIST. EXIST. E�8� EXIST. E0� � UN|T UNIT UN|T UN|T UN|T UN|T UN|T PANEL� /PANEL� �PANFL� �PANEL� �PANEL� �PANEL� iPANEL mmm LIGHTING FIXTURE SCHEDULE FIXTURE MANUFACTURER: SERIES LAMP INFORMATION INPUT VOLTAGE MOUNTING DESCRIPTION TYPE TYPE & WATTS WATTS A COLUMBIA: CSR SERIES T8 2 32 62 120 SURFACE - 4' FLUORESCENT STRIP FIXTURE WITH WIRE GUARD OR EQUAL BY COOPER, OR DAY-BRIGHT NOTES: 1. FOR ALL LIGHT FIXTURES REQUIRING \ TO OPERATE, REFER TO SPECIFICAT FOR BALLAST MANUFACTURER - AND TYPE. 2. PRIOR APPROVALS MUST BE SUBMITTED T0 THE ENGINEER FOR REVIEW, 14 D/Y/5 PRIOR TO B0 DATE. 3. SUBMITTALS SHALL CLEARLY INDICATE ALL ITEMS FROM THE LIGHTING FIXTURE SCHEDULE AND SPECIFICAT OR THEY WILL BE SUBJECT TO REJECTION UNTIL THEY CLEARLY SHOW COMPLIANCE WITH ALL ASPECTS OF THE LIGHTING FIXTURE SCHEDULE AND SPECIFICATIONS. 4. MANUFACTURERS SHALL PROVIDE UNIT PRICING FOR ALL LIGHTING FIXTURES. NO LOT PRICING SHALL BE PERMITTED. 5. ALL DEM|NS0NS SHALL NOT BE CONSIDERED NOMINAL. 0. PROVIDE A BALLAST DISCONNECT PLUG ON ALL APPLICABLE T8 AND T5 LINEAR AND COMPACT FLUORESCENT FIXTURES IN ACCORDANCE WITH NEC CODE 410.73 /G\ Park Meadows Lodge 50A PANEL HPLI 50A 50A SECTOR I OF I 50A 50A OP71ONS: 50A FROM: Meter _____fED 2401120 1Phase,3Wre+Gnd US: MAINS: 50A 50A 50A 50A 50A I OF I 50A LOCATION: Basement 2P NOTES: 2P 2P 360 2P 20 2P 2P 20 1 800 Front Desk MOUNTING: Surface 2P 2P 2P 2P 2P 2P L Basement Ligh 800 20 20 1 800 Lobby Bathroom R L 2nd Floor Lighting & Recept , 1000 1 20 A.­ 10 20 1. 360 Laundry Recept R -. 50A 50A 50A OA Lobby Coffee Maker 100A HPL2 HPL1 100A 50A 50A 50A Time Clock 50A 50A 50A 50A Ii 2P 1 2P 2P P 2P 2P Pool Room Lighting 2P 1 20 21 W 2P [2P 2P 2P 2P p 2P EXISTING UTILITY M x i6 20 1 PAD-MOUNT I R Basement Recept by Door 360 O_ SPACE 31 B 32 P SPACE 0 �fl__42 I —SPARE-- TRANSFORMER —SPARE— 1 1 20 C SPACE 20 1 —SPARE— P P# 8 36 SPACE C SPACE 37 El 10TALS LOAD SUMMARY CATEGORY WITH DOWNSTREAM OONNE= LOADS FAMR INCLUDED CALCO V-A AMPS 240/120 Volts ' PHASE VA 9040-8480 17,520 LIGHTING 8,000 125% 10,000 42 39 75-71 73 RECEPT 4,120 100% 2 0 17 -- AMPS DOWNSTREAM LOADS RECEPT 50% Z41 MOTOR T 5 00 EXISTING WEST METER BANK CONNECTED LOAD (Downstream Loads Included) PHASE A-B TOTALS L AD SUMMARY CATEGORY WITH DOWNSTREAM ICONNECTE LOADS INCLUDED FACTOR OA=0 V-A AMPS 40/120 Volts VA 1056 TOTAL 117,520 1 1 19,520 1 81 E7jG_HTING EXISTING EAST METER BANK AMPS 88-85 86 EXISTING SERVICE DISCONNECT RECEPT 1,440 100% 1,440 6 DOWNSTREAM LOADS 400A, 2P, 120/240V RECEPT 50% MOTOR _ 4,736 100% XISTING ONE-LINE RISER DIAGRAM MISC 9,672 100% 1 9.672 40 KITCHEN 100% 1 1 ELEC HEAT 4,900 Park Meadows Lodge WE Engineers Inc. PANEL HPLI 240/120 I Phase,3Wre + Grid 10KAIC BUS: 100 Amps Copper MAINS: M.L.O. t SECTOR I OF I LOCATION: Basement NOTES: All loads from wdstling panel B, U.ON 1. Load from existing panel A OP71ONS: DATE: 12102/09 FROM: Meter _____fED 2401120 1Phase,3Wre+Gnd US: MAINS: 100 Amps M.L.O. copper seTilo" I OF I LOCATION: Basement NOTES: R Outside GFI 360 OP11ONS: 20 DATE: 20 1 800 Front Desk MOUNTING: Surface ISSUE: L Basement Ligh 800 20 20 1 800 Lobby Bathroom R L 2nd Floor Lighting & Recept , 1000 1 20 A.­ 10 20 1. 360 Laundry Recept R -. Lobby Coffee Maker x Time Clock 00 1 20 ii Ii 20 1 —SPARE-- P L Pool Room Lighting 800 1 20 21 W :ii 20 1 —SPARE— p x i6 20 1 I R Basement Recept by Door 360 O_ SPACE 31 B 32 P SPACE 0 �fl__42 I —SPARE-- P —SPARE— 1 1 20 C SPACE 20 1 —SPARE— P P# 8 36 SPACE C SPACE 37 CONNECTED LOAD (Downstream Loads Included) A-S 10TALS LOAD SUMMARY CATEGORY WITH DOWNSTREAM OONNE= LOADS FAMR INCLUDED CALCO V-A AMPS 240/120 Volts ' PHASE VA 9040-8480 17,520 LIGHTING 8,000 125% 10,000 42 39 75-71 73 RECEPT 4,120 100% 2 0 17 -- AMPS DOWNSTREAM LOADS RECEPT 50% Z41 MOTOR 100% 5 00 KITCHEN 100% CONNECTED LOAD (Downstream Loads Included) PHASE A-B TOTALS L AD SUMMARY CATEGORY WITH DOWNSTREAM ICONNECTE LOADS INCLUDED FACTOR OA=0 V-A AMPS 40/120 Volts VA 1056 TOTAL 117,520 1 1 19,520 1 81 � rA K01 Ul4D REVISION FOR EXISTING 240/12OV 1 PHASE 3 WIRE, 400A SERV EXISTING LOAD REMOVED FROM DEMOLITION: -18,858 WATTS NEW LOAD ADDED FROM NEW EQUIPMENT: 4,854 WATTS TOTAL REVISED LOAD FOR THIS PROJECT: -13J904 WATTS -57.9 AMPS 0 240\\ 1 PHASE me970 K8-E Engineers, Inc. 20 chapel place, suite 20 �m.0081�O��U + L��k6X0/�R7OA��1"B �������������U��� www.me-emg|neem.00m Park Meadows Lodge WE Engineers Inc. PANEL: HPL2 2401120 1Phase,3Wre+Gnd US: MAINS: 100 Amps M.L.O. copper seTilo" I OF I LOCATION: Basement NOTES: All loads from eAsting panel A, UO.N. 1. Load from existing panel 8 4. New loads 2. Provide GFC] Breaker 3. Provide AFCl Breaker OP11ONS: DATE: 12108/09 FROM: Meter MOUNTING: Surface ISSUE: C SPACE 31 B 32 SPACE 0 C SPACE 35 8 36 SPACE C SPACE 37 A 3i SPACE C SPACE 39 SPACE C-E CONNECTED LOAD (Downstream Loads Included) PHASE A-B TOTALS L AD SUMMARY CATEGORY WITH DOWNSTREAM ICONNECTE LOADS INCLUDED FACTOR OA=0 V-A AMPS 40/120 Volts VA 1056 E�_20748� E7jG_HTING AMPS 88-85 86 RECEPT 1,440 100% 1,440 6 DOWNSTREAM LOADS RECEPT 50% MOTOR _ 4,736 100% 4,736 20 MISC 9,672 100% 1 9.672 40 KITCHEN 100% 1 1 ELEC HEAT 4,900 100% 1 4,900 20 me970 K8-E Engineers, Inc. 20 chapel place, suite 20 �m.0081�O��U + L��k6X0/�R7OA��1"B �������������U��� www.me-emg|neem.00m <1 Alk • CONTRACTOR SHALL INSPECT SITE TO THOROUGHLY FAMILIARIZE HIMSELF WITH THE AREA OF WORK. ANY DISCREPANCIES BETWEEN THESE DOCUMENTS AND ACTUAL CONDITIONS SHALL BE REPORTED TO THE ARCHITECT /ENGINEER FOR RESOLUTION PRIOR TO BID PRICING. NO EXTRAS WILL BE ALLOWED DUE TO LACK OF KNOWLEDGE OF EXISTING CONDITIONS. 2. FIELD VERIFY EXACT LOCATION OF ALL CONNECTION POINTS PRIOR TO CONSTRUCTION. 3. ROUGH -IN AND FINAL CONNECT ALL FIXTURES, EQUIPMENT, ETC, 4. FIRESTOP ANY PENETRATION THROUGH A FIRE RATED CEILING OR WALL. VERIFY WALL FIRE RATINGS WITH ARCHITECTURAL DRAWINGS. 5. ALL WORK SHALL BE PER LOCAL BUILDING AND HEALTH DEPARTMENT REQUIREMENTS. KEY NOTESI D NEW PANELS TO REPLACE EXISTING. INTERCEPT EXISTING CIRCUITS AND PROVIDE CONNECTION TO NEW PANELS. REFER TO SHEETS E1.3 AND E2.0 FOR ADDITIONAL INFORMATION. RECONNECT TO EXISTING CIRCUIT, L'J RELOCATED EXISTING LIGHT, RECONNECT TO EXISTING CIRCUIT. El PROVIDE PULLBOX FOR INTERCEPTING EXISTING CIRCUITS AND EXTENDING TO NEW PANELS. SIZE PER CODE FOR THE NUMBER OF WIRES PASSING THROUGH. ID PROVIDE CONNECTION TO THE TEKMAR CONTROL PANEL. FIELD VERIFY EXACT LOCATION WITH MECHANICAL CONTRACTOR, ME ,71�" l �i �1 0 Ll �Q�`'.0 4 706 BASEME E2.1 I SCALE: 1/8"= T LEVEL ELECTR N ` BASEMENT ELECTRICAL PLAN M -E Engineers, Inc, 245 chapel place, suite 200 m. avon, co 81620 -5740 e t 970,949,6000 If. 970,949.1959 engineers www,me- engineers.com GENERAL NOTES1 CONTRACTOR SHALL INSPECT SITE TO THOROUGHLY FAMILIARIZE HIMSELF WITH THE AREA OF WORK. ANY DISCREPANCIES BETWEEN THESE DOCUMENTS AND ACTUAL CONDITIONS SHALL BE REPORTED TO THE ARCHITECT /ENGINEER FOR RESOLUTION PRIOR TO BID PRICING. NO EXTRAS WILL BE ALLOWED DUE TO LACK OF KNOWLEDGE OF EXISTING CONDITIONS. 2. FIELD VERIFY EXACT LOCATION OF ALL CONNECTION POINTS PRIOR TO DEMOLITION. 3. FIRESTOP ANY PENETRATION THROUGH A FIRE RATED CEILING OR WALL. VERIFY WALL FIRE RATINGS WITH ARCHITECTURAL DRAWINGS, ,�,1 NJ iij BASEMENT LEVEL ELECTRICAL SCALE: 11/8"=V-0" Ing me M -E Engineers, Inc. 245 chapel place, suite 200 avon, co 81620 -5740 t 970.949.6000/f. 970.949.1950 e n Ig I n e e r s www.me- engineers.com 5A5EMENT ELECTRICAL DEMOLITION PLAN KEY NOTESs El DISCONNECT AND REMOVE EXISTING EQUIPMENT AND ASSOCIATED FEEDERS, INCLUDING ALL ASSOCIATED CONDUIT AND DISCONNECTS. El DISCONNECT AND REMOVE EXISTING PANELS. RECONNECT EXISTING CIRCUITS TO NEW PANEL AT NEW LOCATIONS. REFER TO SHEET E1.3 AND E2.1 FOR ADDITIONAL �T INFORMATION. EXISTING F21 DISCONNECT AND REMOVE EXISTING WEST FEEDERS, INCLUDING ALL ASSOCIATED METER CONDUIT AND DISCONNECTS, TO EQUIPMENT. BANK EXISTING EQUIPMENT TO BE RELOCATED. U DISCONNECT AND REMOVE EXISTING LIGHTING IN THIS ROOM. NEW LIGHTING TO REPLACE EXISTING. R DISCONNECT AND REMOVE EXISTING LIGHTING. EXISTING LIGHTING TO BE RELOCATED. ,�,1 NJ iij BASEMENT LEVEL ELECTRICAL SCALE: 11/8"=V-0" Ing me M -E Engineers, Inc. 245 chapel place, suite 200 avon, co 81620 -5740 t 970.949.6000/f. 970.949.1950 e n Ig I n e e r s www.me- engineers.com 5A5EMENT ELECTRICAL DEMOLITION PLAN MECHANICAL LEGEND ( NOT ALL SYMBOLS LISTED BELOW ARE BEING USED IN THIS SET OF MECHANICAL DRAWINGS IT gN1aTi1a SYMBOL ABBREVI DESCRIPTION PIPING: i UP (E) EXISTING PIPING -°-° (E) ---- �� EXISTING PIPING TO BE REMOVED A A CONTROL AIR (PNEUMATIC) , r _B BD BOILER BLOW DOWN BF BOILER FEED -BF _B BO BLOW OFF CF CHEMICAL FEEDER _CF PCs- PCS PROCESS COOLING WATER SUPPLY - -- PCR PROCESS COOLING WATER RETURN - HWS- -- HWS HEATING WATER SUPPLY -HWR- HWR HEATING WATER RETURN - HTWS -- HTWS HIGH TEMP. HOT WATER SUPPLY - -HTWR- HTWR HIGH TEMP. HOT WATER RETURN -- CHS - CHS CHILLED WATER SUPPLY - CHR -- CHR CHILLED WATER RETURN CWS CONDENSER WATER SUPPLY -CWS -- -CWR- CWR CONDENSER WATER RETURN LPS LOW PRESSURE STEAM SUPPLY _LPS_ -/ -MPS- MPS MEDIUM PRESSURE STEAM SUPPLY - - HPS-hL HPS HIGH PRESSURE STEAM SUPPLY LOW PRESSURE LPR LPR STEAM CONDENSATE - ----- RETURN MEDIUM PRESSURE - 4-MPR- - MPR STEAM CONDENSATE RETURN HIGH PRESSURE -/J- HPR -* HPR STEAM CONDENSATE RETURN - Q -PR-G- PR PUMPED CONDENSA RETURN RS REFRIGERANT -RS SUCTION RL RL REFRIGERANT LIQUID - RHG- --- RHG REFRIGERANT HOT GAS DR EQUIP. DRAIN _DR- D INDIRECT DRAIN - D V V VENT - IW IW INDUSTRIAL WATER --- -SCW -- SCW SOFT COLD WATER FITTINGS- • PRESSURE P & T TEMPERATURE PORT TAPS -{'- CR CONCENTRIC REDUCER ER ECCENTRIC REDUCER --�® J EJ EXPANSION JOINT - ` - III -- U UNION THERMOMETER W/THERMOWELL AV AIR VENT FC FLEXIBLE PIPE CONNECTOR FS FLOW SWITCH 1PRESSURE PS SWITCH {� PRESSURE PG GAUGE W /GAUGE COCK Q- ELBOW UP ELBOW DOWN -()- TEE UP TEE DOWN PIPE CAP OR PLUG .. S :• i M RO UN D D UC DOWN K RO E l i r i . III =mm =ml ROUND j�1 !�j ' � 1�♦ ur . • - i r .. � . EXISTING mmmi_ CHANGE ' DUCTW ORK NO r EXISTING , DUCTW ORK • BE REMOVE Mun y • r . +.t. ♦ ♦ IN AP! D KIV r • r i ■ ■ r MOTORIZE r . . . i F • r - • i i . � w i ir► • i G� • • RETURN AIR GRILLE LOW PRESSURE FLEXIBLE DUCT �II� COILING ACCESS PANEL :GIIX► OWE IS HEAVY LINE WEIGHT AND /OR SHADED. SYMBOL ABBR DESCRIPTION VALVES: --�— GV GATE VALVE OS &Y OUTSIDE STEM AND YOKE DV DRAIN VALVE W/ HOSE END CONN. BALL VALVE W/ HOSE CONNECTION CHECK VALVE WITH CV INDICATION OF FLOW DIRECTION PRV PRESSURE REDUCING VALVE SV SOLENOID VALVE FC AUTO FLOW CONTROL —�— FCV VALVE W/ TEST PORTS CIRCUIT SETTER OR a CS,BB BALANCING VALVE GLOBE VALVE GLV (STRAIGHT PATTERN GLV GLOBE VALVE (ANGLE PATTERN) BFV B UTT E RFLY BUTTE -}-- BV BALL VALVE AUTOMATIC TCV TEMP. CONTROL VALVE, 2 -WAY AUTOMATIC TCV TEMP. CONTROL VALVE, 3 =WAY —{-- PV PLUG VALVE TEMPERATURE TPR PRESSURE RELIEF VALVE VALVE IN RISER STRAINER W STR BLOW -OFF & CAPPED HOSE - END CONNECTION — -- STEAM TRAP SYMBOLS• SECTION NO. F SECTION VIEW SHEET NO. DETAIL M1 DESIGNATION 1 F-1 EQUIPMENT DESIGNATION 1 Ql -� SHEET KEY NOTES POINT OF POC {CONN. NEW W TO TO EXISTING POD DISCONNECTION A szE X) AIR DEVICE CALL OR A CFM (X) OUT. TYP. OF (X) BASEBOARD NZ b [ GW BB CALL OUT 0E) (E) T EXIST, THERMOSTA .T T NEW THERMOSTAT. ® SPACE TEMPERATUR SENSOR SPACE HUMIDISTAT SPACE HUMIDITY SENSOR SPACE PRESSURE SENSOR CARBON DIOXIDE SENSOR CARBON MONOXIDE SENSOR DUCT MOUNTED SMOKE DETECTOR - ARROW INDICATES DIRECTION OF FLOW UP RISE IN DIRECTION OF AIRFLOW DN DROP IN DIRECTION OF AIRFLOW L EXTERIOR WALL LOUVER SYMBOL ABBR DESCRIPTION SYMBOLS - UC UNDERCUT DOOR UC (UNDER ARCH. SECTION DOOR LOUVER .- D/L (UNDER ARCH. SECTION LOUVER DOOR FULL L D L/D HEIGHT. (UNDER ARCH. SECTION RETURN/ EXHAUST AIR FLOW SYMBOL SUPPLY AIR FLOW SYMBOL ABBREVIATIONS: AF AFTER FILTER AFF ABOVE FINISHED FLOOR AFG ABOVE FIN. GRADE AHU AIR HANDLING UNIT AL ALUMINUM AMB. AMBIENT AP ACCESS PANEL B BOILER BHP BRAKE HORSE POWER BOD BOT. OF DUCT (AFF) BTUH BRITISH THERMAL UNIT PER HOUR CAV CONSTANT AIR VOLUME CC COOLING COIL CFH CUBIC FEET PER HOUR CFM CUBIC FEET PER MINUTE CH CHILLER COP COEFFICIENT OF PERFORMANCE CRU CONDENSATE RETURN UNIT CV CONSTANT VOLUME dB DECIBEL DB DRY -BULB DDC DIRECT DIGITAL CONTROL DEFL DEFLECTION DIA DIAMETER DIN DOWN DP DISCHARGE PLENUM DWG DRAWING EA EXHAUST AIR EDR EFFECTIVE DIRECT RADIATION EER ENERGY EFFICIENT RATIO EF EXHAUST FAN EFF EFFICIENCY ENT ENTERING ESP EXTERNAL STATIC PRESSURE (E) (E) EXISTING (PAREN- THESIS AROUND ITEM INDICATES IT IS EXISTING) `F DEGREE FAHRENHEIT FCU FAN COIL UNIT F.G. FIBERGLASS FF FINAL FILTER FLA FULL LOAD AMP. FPI FINS PER INCH FPM FEET PER MINUTE FRIC. FRICTION Ft' FLASH TANK FS FLOOR SINK FT. W.C. FEET WATER COLUMN GAL GALLON GPH GALLONS PER HOUR GPM GALLONS PER MINUTE GV GRAVITY VENTILATOR, GATE VALVE HC HEATING COIL HP HORSEPOWER HU HUMIDIFIER SECTION HZ HERTZ SYMBOL ABBR DESCRIPTION I IN. W.C.IINCH WATER COLUMN ISOL. ISOLATOR KW KILOWATTS LEIS POUNDS LBS/HR POUNDS PER HOUR LVG. LEAVING MA MAKE -UP AIR MAX. MAXIMUM MCA MI CIRCUIT MBH THOUSAND BTUH MCA MIN. CIRCUIT AMPS. MCC MOTOR CONTROL CENTER MIN. MINIMUM MOCP MAX. OVER CURREN" MTL METAL MUA MAKE -UP AIR UNIT NC NOISE CRITERIA (N) (N) NEW NTS NOT TO SCALE OA OUTSIDE AIR O.C. ON CENTER OPNG OPENING P PUMP P.D. PRESSURE DROP / DIFFERENTIAL PF PRE - FILTER PRESS PRESSURE PSIG POUNDS PER SQUAR INCH GAUGE PWL SOUND POWER LEVEI QTY. QUANTITY RA RETURN AIR (R) (R) REMOVE OR REF REFERENCE RF RETURN FAN RH RELATIVE HUMIDITY RLA RUNNING LOAD AMI RPM REVOLUTION PER MINUTE 'ROD REQUIRED SA SUPPLY AIR SCFM STANDARD AIR CUBIC FEET PER MINUTE SF SUPPLY FAN SHT SHEET SPECS SPECIFICATIONS S.P. STATIC PRESSURE SQ. SQUARE SOFT. SQUARE FEET SS STAINLESS STEEL ST SOUND TRAP TG TRANSFER GRILLE TOD TOP OF DUCT (AFF Top TOP OF PIPE (AFF) TSP TOTAL STATIC PRESSURE TYP TYPICAL LION UNLESS OTHERWISE NOTED UTR UP THROUGH ROOF VAV VARIABLE AIR VOLUMI VEL. VELOCITY VSD VARIABLE SPEED DRIVE VTR VENT THROUGH ROOF WB WET -BULB WF WATER FILTRATION W/ WITH W/ O WITHOUT OF all F1651'7 I I , I opy uvt'Ell � nl DEC 2 2 2009 Aft I. •c • cro /1 ! • r• UA 1k7 K z<0 V U < UA cI -C,7/ t-3 t r M f�l n `P ;s e33 - `~ MECHANICAL LEGEND i UP SU PPLY DU C T , , r m u m III j lSUPPLY DUCT .. S :• i M RO UN D D UC DOWN K RO E l i r i . III =mm =ml ROUND j�1 !�j ' � 1�♦ ur . • - i r .. � . EXISTING mmmi_ CHANGE ' DUCTW ORK NO r EXISTING , DUCTW ORK • BE REMOVE Mun y • r . +.t. ♦ ♦ IN AP! D KIV r • r i ■ ■ r MOTORIZE r . . . i F • r - • i i . � w i ir► • i G� • • RETURN AIR GRILLE LOW PRESSURE FLEXIBLE DUCT �II� COILING ACCESS PANEL :GIIX► OWE IS HEAVY LINE WEIGHT AND /OR SHADED. SYMBOL ABBR DESCRIPTION VALVES: --�— GV GATE VALVE OS &Y OUTSIDE STEM AND YOKE DV DRAIN VALVE W/ HOSE END CONN. BALL VALVE W/ HOSE CONNECTION CHECK VALVE WITH CV INDICATION OF FLOW DIRECTION PRV PRESSURE REDUCING VALVE SV SOLENOID VALVE FC AUTO FLOW CONTROL —�— FCV VALVE W/ TEST PORTS CIRCUIT SETTER OR a CS,BB BALANCING VALVE GLOBE VALVE GLV (STRAIGHT PATTERN GLV GLOBE VALVE (ANGLE PATTERN) BFV B UTT E RFLY BUTTE -}-- BV BALL VALVE AUTOMATIC TCV TEMP. CONTROL VALVE, 2 -WAY AUTOMATIC TCV TEMP. CONTROL VALVE, 3 =WAY —{-- PV PLUG VALVE TEMPERATURE TPR PRESSURE RELIEF VALVE VALVE IN RISER STRAINER W STR BLOW -OFF & CAPPED HOSE - END CONNECTION — -- STEAM TRAP SYMBOLS• SECTION NO. F SECTION VIEW SHEET NO. DETAIL M1 DESIGNATION 1 F-1 EQUIPMENT DESIGNATION 1 Ql -� SHEET KEY NOTES POINT OF POC {CONN. NEW W TO TO EXISTING POD DISCONNECTION A szE X) AIR DEVICE CALL OR A CFM (X) OUT. TYP. OF (X) BASEBOARD NZ b [ GW BB CALL OUT 0E) (E) T EXIST, THERMOSTA .T T NEW THERMOSTAT. ® SPACE TEMPERATUR SENSOR SPACE HUMIDISTAT SPACE HUMIDITY SENSOR SPACE PRESSURE SENSOR CARBON DIOXIDE SENSOR CARBON MONOXIDE SENSOR DUCT MOUNTED SMOKE DETECTOR - ARROW INDICATES DIRECTION OF FLOW UP RISE IN DIRECTION OF AIRFLOW DN DROP IN DIRECTION OF AIRFLOW L EXTERIOR WALL LOUVER SYMBOL ABBR DESCRIPTION SYMBOLS - UC UNDERCUT DOOR UC (UNDER ARCH. SECTION DOOR LOUVER .- D/L (UNDER ARCH. SECTION LOUVER DOOR FULL L D L/D HEIGHT. (UNDER ARCH. SECTION RETURN/ EXHAUST AIR FLOW SYMBOL SUPPLY AIR FLOW SYMBOL ABBREVIATIONS: AF AFTER FILTER AFF ABOVE FINISHED FLOOR AFG ABOVE FIN. GRADE AHU AIR HANDLING UNIT AL ALUMINUM AMB. AMBIENT AP ACCESS PANEL B BOILER BHP BRAKE HORSE POWER BOD BOT. OF DUCT (AFF) BTUH BRITISH THERMAL UNIT PER HOUR CAV CONSTANT AIR VOLUME CC COOLING COIL CFH CUBIC FEET PER HOUR CFM CUBIC FEET PER MINUTE CH CHILLER COP COEFFICIENT OF PERFORMANCE CRU CONDENSATE RETURN UNIT CV CONSTANT VOLUME dB DECIBEL DB DRY -BULB DDC DIRECT DIGITAL CONTROL DEFL DEFLECTION DIA DIAMETER DIN DOWN DP DISCHARGE PLENUM DWG DRAWING EA EXHAUST AIR EDR EFFECTIVE DIRECT RADIATION EER ENERGY EFFICIENT RATIO EF EXHAUST FAN EFF EFFICIENCY ENT ENTERING ESP EXTERNAL STATIC PRESSURE (E) (E) EXISTING (PAREN- THESIS AROUND ITEM INDICATES IT IS EXISTING) `F DEGREE FAHRENHEIT FCU FAN COIL UNIT F.G. FIBERGLASS FF FINAL FILTER FLA FULL LOAD AMP. FPI FINS PER INCH FPM FEET PER MINUTE FRIC. FRICTION Ft' FLASH TANK FS FLOOR SINK FT. W.C. FEET WATER COLUMN GAL GALLON GPH GALLONS PER HOUR GPM GALLONS PER MINUTE GV GRAVITY VENTILATOR, GATE VALVE HC HEATING COIL HP HORSEPOWER HU HUMIDIFIER SECTION HZ HERTZ SYMBOL ABBR DESCRIPTION I IN. W.C.IINCH WATER COLUMN ISOL. ISOLATOR KW KILOWATTS LEIS POUNDS LBS/HR POUNDS PER HOUR LVG. LEAVING MA MAKE -UP AIR MAX. MAXIMUM MCA MI CIRCUIT MBH THOUSAND BTUH MCA MIN. CIRCUIT AMPS. MCC MOTOR CONTROL CENTER MIN. MINIMUM MOCP MAX. OVER CURREN" MTL METAL MUA MAKE -UP AIR UNIT NC NOISE CRITERIA (N) (N) NEW NTS NOT TO SCALE OA OUTSIDE AIR O.C. ON CENTER OPNG OPENING P PUMP P.D. PRESSURE DROP / DIFFERENTIAL PF PRE - FILTER PRESS PRESSURE PSIG POUNDS PER SQUAR INCH GAUGE PWL SOUND POWER LEVEI QTY. QUANTITY RA RETURN AIR (R) (R) REMOVE OR REF REFERENCE RF RETURN FAN RH RELATIVE HUMIDITY RLA RUNNING LOAD AMI RPM REVOLUTION PER MINUTE 'ROD REQUIRED SA SUPPLY AIR SCFM STANDARD AIR CUBIC FEET PER MINUTE SF SUPPLY FAN SHT SHEET SPECS SPECIFICATIONS S.P. STATIC PRESSURE SQ. SQUARE SOFT. SQUARE FEET SS STAINLESS STEEL ST SOUND TRAP TG TRANSFER GRILLE TOD TOP OF DUCT (AFF Top TOP OF PIPE (AFF) TSP TOTAL STATIC PRESSURE TYP TYPICAL LION UNLESS OTHERWISE NOTED UTR UP THROUGH ROOF VAV VARIABLE AIR VOLUMI VEL. VELOCITY VSD VARIABLE SPEED DRIVE VTR VENT THROUGH ROOF WB WET -BULB WF WATER FILTRATION W/ WITH W/ O WITHOUT OF all F1651'7 I I , I opy uvt'Ell � nl DEC 2 2 2009 Aft I. •c • cro /1 ! • r• UA 1k7 K z<0 V U < UA cI -C,7/ t-3 t r M f�l n `P ;s e33 - `~ MECHANICAL LEGEND .. � . EXISTING mmmi_ CHANGE ' DUCTW ORK NO r EXISTING , DUCTW ORK • BE REMOVE Mun y • r . +.t. ♦ ♦ IN AP! D KIV r • r i ■ ■ r MOTORIZE r . . . i F • r - • i i . � w i ir► • i G� • • RETURN AIR GRILLE LOW PRESSURE FLEXIBLE DUCT �II� COILING ACCESS PANEL :GIIX► OWE IS HEAVY LINE WEIGHT AND /OR SHADED. SYMBOL ABBR DESCRIPTION VALVES: --�— GV GATE VALVE OS &Y OUTSIDE STEM AND YOKE DV DRAIN VALVE W/ HOSE END CONN. BALL VALVE W/ HOSE CONNECTION CHECK VALVE WITH CV INDICATION OF FLOW DIRECTION PRV PRESSURE REDUCING VALVE SV SOLENOID VALVE FC AUTO FLOW CONTROL —�— FCV VALVE W/ TEST PORTS CIRCUIT SETTER OR a CS,BB BALANCING VALVE GLOBE VALVE GLV (STRAIGHT PATTERN GLV GLOBE VALVE (ANGLE PATTERN) BFV B UTT E RFLY BUTTE -}-- BV BALL VALVE AUTOMATIC TCV TEMP. CONTROL VALVE, 2 -WAY AUTOMATIC TCV TEMP. CONTROL VALVE, 3 =WAY —{-- PV PLUG VALVE TEMPERATURE TPR PRESSURE RELIEF VALVE VALVE IN RISER STRAINER W STR BLOW -OFF & CAPPED HOSE - END CONNECTION — -- STEAM TRAP SYMBOLS• SECTION NO. F SECTION VIEW SHEET NO. DETAIL M1 DESIGNATION 1 F-1 EQUIPMENT DESIGNATION 1 Ql -� SHEET KEY NOTES POINT OF POC {CONN. NEW W TO TO EXISTING POD DISCONNECTION A szE X) AIR DEVICE CALL OR A CFM (X) OUT. TYP. OF (X) BASEBOARD NZ b [ GW BB CALL OUT 0E) (E) T EXIST, THERMOSTA .T T NEW THERMOSTAT. ® SPACE TEMPERATUR SENSOR SPACE HUMIDISTAT SPACE HUMIDITY SENSOR SPACE PRESSURE SENSOR CARBON DIOXIDE SENSOR CARBON MONOXIDE SENSOR DUCT MOUNTED SMOKE DETECTOR - ARROW INDICATES DIRECTION OF FLOW UP RISE IN DIRECTION OF AIRFLOW DN DROP IN DIRECTION OF AIRFLOW L EXTERIOR WALL LOUVER SYMBOL ABBR DESCRIPTION SYMBOLS - UC UNDERCUT DOOR UC (UNDER ARCH. SECTION DOOR LOUVER .- D/L (UNDER ARCH. SECTION LOUVER DOOR FULL L D L/D HEIGHT. (UNDER ARCH. SECTION RETURN/ EXHAUST AIR FLOW SYMBOL SUPPLY AIR FLOW SYMBOL ABBREVIATIONS: AF AFTER FILTER AFF ABOVE FINISHED FLOOR AFG ABOVE FIN. GRADE AHU AIR HANDLING UNIT AL ALUMINUM AMB. AMBIENT AP ACCESS PANEL B BOILER BHP BRAKE HORSE POWER BOD BOT. OF DUCT (AFF) BTUH BRITISH THERMAL UNIT PER HOUR CAV CONSTANT AIR VOLUME CC COOLING COIL CFH CUBIC FEET PER HOUR CFM CUBIC FEET PER MINUTE CH CHILLER COP COEFFICIENT OF PERFORMANCE CRU CONDENSATE RETURN UNIT CV CONSTANT VOLUME dB DECIBEL DB DRY -BULB DDC DIRECT DIGITAL CONTROL DEFL DEFLECTION DIA DIAMETER DIN DOWN DP DISCHARGE PLENUM DWG DRAWING EA EXHAUST AIR EDR EFFECTIVE DIRECT RADIATION EER ENERGY EFFICIENT RATIO EF EXHAUST FAN EFF EFFICIENCY ENT ENTERING ESP EXTERNAL STATIC PRESSURE (E) (E) EXISTING (PAREN- THESIS AROUND ITEM INDICATES IT IS EXISTING) `F DEGREE FAHRENHEIT FCU FAN COIL UNIT F.G. FIBERGLASS FF FINAL FILTER FLA FULL LOAD AMP. FPI FINS PER INCH FPM FEET PER MINUTE FRIC. FRICTION Ft' FLASH TANK FS FLOOR SINK FT. W.C. FEET WATER COLUMN GAL GALLON GPH GALLONS PER HOUR GPM GALLONS PER MINUTE GV GRAVITY VENTILATOR, GATE VALVE HC HEATING COIL HP HORSEPOWER HU HUMIDIFIER SECTION HZ HERTZ SYMBOL ABBR DESCRIPTION I IN. W.C.IINCH WATER COLUMN ISOL. ISOLATOR KW KILOWATTS LEIS POUNDS LBS/HR POUNDS PER HOUR LVG. LEAVING MA MAKE -UP AIR MAX. MAXIMUM MCA MI CIRCUIT MBH THOUSAND BTUH MCA MIN. CIRCUIT AMPS. MCC MOTOR CONTROL CENTER MIN. MINIMUM MOCP MAX. OVER CURREN" MTL METAL MUA MAKE -UP AIR UNIT NC NOISE CRITERIA (N) (N) NEW NTS NOT TO SCALE OA OUTSIDE AIR O.C. ON CENTER OPNG OPENING P PUMP P.D. PRESSURE DROP / DIFFERENTIAL PF PRE - FILTER PRESS PRESSURE PSIG POUNDS PER SQUAR INCH GAUGE PWL SOUND POWER LEVEI QTY. QUANTITY RA RETURN AIR (R) (R) REMOVE OR REF REFERENCE RF RETURN FAN RH RELATIVE HUMIDITY RLA RUNNING LOAD AMI RPM REVOLUTION PER MINUTE 'ROD REQUIRED SA SUPPLY AIR SCFM STANDARD AIR CUBIC FEET PER MINUTE SF SUPPLY FAN SHT SHEET SPECS SPECIFICATIONS S.P. STATIC PRESSURE SQ. SQUARE SOFT. SQUARE FEET SS STAINLESS STEEL ST SOUND TRAP TG TRANSFER GRILLE TOD TOP OF DUCT (AFF Top TOP OF PIPE (AFF) TSP TOTAL STATIC PRESSURE TYP TYPICAL LION UNLESS OTHERWISE NOTED UTR UP THROUGH ROOF VAV VARIABLE AIR VOLUMI VEL. VELOCITY VSD VARIABLE SPEED DRIVE VTR VENT THROUGH ROOF WB WET -BULB WF WATER FILTRATION W/ WITH W/ O WITHOUT OF all F1651'7 I I , I opy uvt'Ell � nl DEC 2 2 2009 Aft I. •c • cro /1 ! • r• UA 1k7 K z<0 V U < UA cI -C,7/ t-3 t r M f�l n `P ;s e33 - `~ MECHANICAL LEGEND ♦ ♦ IN AP! D KIV r • r i ■ ■ r MOTORIZE r . . . i F • r - • i i . � w i ir► • i G� • • RETURN AIR GRILLE LOW PRESSURE FLEXIBLE DUCT �II� COILING ACCESS PANEL :GIIX► OWE IS HEAVY LINE WEIGHT AND /OR SHADED. SYMBOL ABBR DESCRIPTION VALVES: --�— GV GATE VALVE OS &Y OUTSIDE STEM AND YOKE DV DRAIN VALVE W/ HOSE END CONN. BALL VALVE W/ HOSE CONNECTION CHECK VALVE WITH CV INDICATION OF FLOW DIRECTION PRV PRESSURE REDUCING VALVE SV SOLENOID VALVE FC AUTO FLOW CONTROL —�— FCV VALVE W/ TEST PORTS CIRCUIT SETTER OR a CS,BB BALANCING VALVE GLOBE VALVE GLV (STRAIGHT PATTERN GLV GLOBE VALVE (ANGLE PATTERN) BFV B UTT E RFLY BUTTE -}-- BV BALL VALVE AUTOMATIC TCV TEMP. CONTROL VALVE, 2 -WAY AUTOMATIC TCV TEMP. CONTROL VALVE, 3 =WAY —{-- PV PLUG VALVE TEMPERATURE TPR PRESSURE RELIEF VALVE VALVE IN RISER STRAINER W STR BLOW -OFF & CAPPED HOSE - END CONNECTION — -- STEAM TRAP SYMBOLS• SECTION NO. F SECTION VIEW SHEET NO. DETAIL M1 DESIGNATION 1 F-1 EQUIPMENT DESIGNATION 1 Ql -� SHEET KEY NOTES POINT OF POC {CONN. NEW W TO TO EXISTING POD DISCONNECTION A szE X) AIR DEVICE CALL OR A CFM (X) OUT. TYP. OF (X) BASEBOARD NZ b [ GW BB CALL OUT 0E) (E) T EXIST, THERMOSTA .T T NEW THERMOSTAT. ® SPACE TEMPERATUR SENSOR SPACE HUMIDISTAT SPACE HUMIDITY SENSOR SPACE PRESSURE SENSOR CARBON DIOXIDE SENSOR CARBON MONOXIDE SENSOR DUCT MOUNTED SMOKE DETECTOR - ARROW INDICATES DIRECTION OF FLOW UP RISE IN DIRECTION OF AIRFLOW DN DROP IN DIRECTION OF AIRFLOW L EXTERIOR WALL LOUVER SYMBOL ABBR DESCRIPTION SYMBOLS - UC UNDERCUT DOOR UC (UNDER ARCH. SECTION DOOR LOUVER .- D/L (UNDER ARCH. SECTION LOUVER DOOR FULL L D L/D HEIGHT. (UNDER ARCH. SECTION RETURN/ EXHAUST AIR FLOW SYMBOL SUPPLY AIR FLOW SYMBOL ABBREVIATIONS: AF AFTER FILTER AFF ABOVE FINISHED FLOOR AFG ABOVE FIN. GRADE AHU AIR HANDLING UNIT AL ALUMINUM AMB. AMBIENT AP ACCESS PANEL B BOILER BHP BRAKE HORSE POWER BOD BOT. OF DUCT (AFF) BTUH BRITISH THERMAL UNIT PER HOUR CAV CONSTANT AIR VOLUME CC COOLING COIL CFH CUBIC FEET PER HOUR CFM CUBIC FEET PER MINUTE CH CHILLER COP COEFFICIENT OF PERFORMANCE CRU CONDENSATE RETURN UNIT CV CONSTANT VOLUME dB DECIBEL DB DRY -BULB DDC DIRECT DIGITAL CONTROL DEFL DEFLECTION DIA DIAMETER DIN DOWN DP DISCHARGE PLENUM DWG DRAWING EA EXHAUST AIR EDR EFFECTIVE DIRECT RADIATION EER ENERGY EFFICIENT RATIO EF EXHAUST FAN EFF EFFICIENCY ENT ENTERING ESP EXTERNAL STATIC PRESSURE (E) (E) EXISTING (PAREN- THESIS AROUND ITEM INDICATES IT IS EXISTING) `F DEGREE FAHRENHEIT FCU FAN COIL UNIT F.G. FIBERGLASS FF FINAL FILTER FLA FULL LOAD AMP. FPI FINS PER INCH FPM FEET PER MINUTE FRIC. FRICTION Ft' FLASH TANK FS FLOOR SINK FT. W.C. FEET WATER COLUMN GAL GALLON GPH GALLONS PER HOUR GPM GALLONS PER MINUTE GV GRAVITY VENTILATOR, GATE VALVE HC HEATING COIL HP HORSEPOWER HU HUMIDIFIER SECTION HZ HERTZ SYMBOL ABBR DESCRIPTION I IN. W.C.IINCH WATER COLUMN ISOL. ISOLATOR KW KILOWATTS LEIS POUNDS LBS/HR POUNDS PER HOUR LVG. LEAVING MA MAKE -UP AIR MAX. MAXIMUM MCA MI CIRCUIT MBH THOUSAND BTUH MCA MIN. CIRCUIT AMPS. MCC MOTOR CONTROL CENTER MIN. MINIMUM MOCP MAX. OVER CURREN" MTL METAL MUA MAKE -UP AIR UNIT NC NOISE CRITERIA (N) (N) NEW NTS NOT TO SCALE OA OUTSIDE AIR O.C. ON CENTER OPNG OPENING P PUMP P.D. PRESSURE DROP / DIFFERENTIAL PF PRE - FILTER PRESS PRESSURE PSIG POUNDS PER SQUAR INCH GAUGE PWL SOUND POWER LEVEI QTY. QUANTITY RA RETURN AIR (R) (R) REMOVE OR REF REFERENCE RF RETURN FAN RH RELATIVE HUMIDITY RLA RUNNING LOAD AMI RPM REVOLUTION PER MINUTE 'ROD REQUIRED SA SUPPLY AIR SCFM STANDARD AIR CUBIC FEET PER MINUTE SF SUPPLY FAN SHT SHEET SPECS SPECIFICATIONS S.P. STATIC PRESSURE SQ. SQUARE SOFT. SQUARE FEET SS STAINLESS STEEL ST SOUND TRAP TG TRANSFER GRILLE TOD TOP OF DUCT (AFF Top TOP OF PIPE (AFF) TSP TOTAL STATIC PRESSURE TYP TYPICAL LION UNLESS OTHERWISE NOTED UTR UP THROUGH ROOF VAV VARIABLE AIR VOLUMI VEL. VELOCITY VSD VARIABLE SPEED DRIVE VTR VENT THROUGH ROOF WB WET -BULB WF WATER FILTRATION W/ WITH W/ O WITHOUT OF all F1651'7 I I , I opy uvt'Ell � nl DEC 2 2 2009 Aft I. •c • cro /1 ! • r• UA 1k7 K z<0 V U < UA cI -C,7/ t-3 t r M f�l n `P ;s e33 - `~ MECHANICAL LEGEND i i . � w i ir► • i G� • • RETURN AIR GRILLE LOW PRESSURE FLEXIBLE DUCT �II� COILING ACCESS PANEL :GIIX► OWE IS HEAVY LINE WEIGHT AND /OR SHADED. SYMBOL ABBR DESCRIPTION VALVES: --�— GV GATE VALVE OS &Y OUTSIDE STEM AND YOKE DV DRAIN VALVE W/ HOSE END CONN. BALL VALVE W/ HOSE CONNECTION CHECK VALVE WITH CV INDICATION OF FLOW DIRECTION PRV PRESSURE REDUCING VALVE SV SOLENOID VALVE FC AUTO FLOW CONTROL —�— FCV VALVE W/ TEST PORTS CIRCUIT SETTER OR a CS,BB BALANCING VALVE GLOBE VALVE GLV (STRAIGHT PATTERN GLV GLOBE VALVE (ANGLE PATTERN) BFV B UTT E RFLY BUTTE -}-- BV BALL VALVE AUTOMATIC TCV TEMP. CONTROL VALVE, 2 -WAY AUTOMATIC TCV TEMP. CONTROL VALVE, 3 =WAY —{-- PV PLUG VALVE TEMPERATURE TPR PRESSURE RELIEF VALVE VALVE IN RISER STRAINER W STR BLOW -OFF & CAPPED HOSE - END CONNECTION — -- STEAM TRAP SYMBOLS• SECTION NO. F SECTION VIEW SHEET NO. DETAIL M1 DESIGNATION 1 F-1 EQUIPMENT DESIGNATION 1 Ql -� SHEET KEY NOTES POINT OF POC {CONN. NEW W TO TO EXISTING POD DISCONNECTION A szE X) AIR DEVICE CALL OR A CFM (X) OUT. TYP. OF (X) BASEBOARD NZ b [ GW BB CALL OUT 0E) (E) T EXIST, THERMOSTA .T T NEW THERMOSTAT. ® SPACE TEMPERATUR SENSOR SPACE HUMIDISTAT SPACE HUMIDITY SENSOR SPACE PRESSURE SENSOR CARBON DIOXIDE SENSOR CARBON MONOXIDE SENSOR DUCT MOUNTED SMOKE DETECTOR - ARROW INDICATES DIRECTION OF FLOW UP RISE IN DIRECTION OF AIRFLOW DN DROP IN DIRECTION OF AIRFLOW L EXTERIOR WALL LOUVER SYMBOL ABBR DESCRIPTION SYMBOLS - UC UNDERCUT DOOR UC (UNDER ARCH. SECTION DOOR LOUVER .- D/L (UNDER ARCH. SECTION LOUVER DOOR FULL L D L/D HEIGHT. (UNDER ARCH. SECTION RETURN/ EXHAUST AIR FLOW SYMBOL SUPPLY AIR FLOW SYMBOL ABBREVIATIONS: AF AFTER FILTER AFF ABOVE FINISHED FLOOR AFG ABOVE FIN. GRADE AHU AIR HANDLING UNIT AL ALUMINUM AMB. AMBIENT AP ACCESS PANEL B BOILER BHP BRAKE HORSE POWER BOD BOT. OF DUCT (AFF) BTUH BRITISH THERMAL UNIT PER HOUR CAV CONSTANT AIR VOLUME CC COOLING COIL CFH CUBIC FEET PER HOUR CFM CUBIC FEET PER MINUTE CH CHILLER COP COEFFICIENT OF PERFORMANCE CRU CONDENSATE RETURN UNIT CV CONSTANT VOLUME dB DECIBEL DB DRY -BULB DDC DIRECT DIGITAL CONTROL DEFL DEFLECTION DIA DIAMETER DIN DOWN DP DISCHARGE PLENUM DWG DRAWING EA EXHAUST AIR EDR EFFECTIVE DIRECT RADIATION EER ENERGY EFFICIENT RATIO EF EXHAUST FAN EFF EFFICIENCY ENT ENTERING ESP EXTERNAL STATIC PRESSURE (E) (E) EXISTING (PAREN- THESIS AROUND ITEM INDICATES IT IS EXISTING) `F DEGREE FAHRENHEIT FCU FAN COIL UNIT F.G. FIBERGLASS FF FINAL FILTER FLA FULL LOAD AMP. FPI FINS PER INCH FPM FEET PER MINUTE FRIC. FRICTION Ft' FLASH TANK FS FLOOR SINK FT. W.C. FEET WATER COLUMN GAL GALLON GPH GALLONS PER HOUR GPM GALLONS PER MINUTE GV GRAVITY VENTILATOR, GATE VALVE HC HEATING COIL HP HORSEPOWER HU HUMIDIFIER SECTION HZ HERTZ SYMBOL ABBR DESCRIPTION I IN. W.C.IINCH WATER COLUMN ISOL. ISOLATOR KW KILOWATTS LEIS POUNDS LBS/HR POUNDS PER HOUR LVG. LEAVING MA MAKE -UP AIR MAX. MAXIMUM MCA MI CIRCUIT MBH THOUSAND BTUH MCA MIN. CIRCUIT AMPS. MCC MOTOR CONTROL CENTER MIN. MINIMUM MOCP MAX. OVER CURREN" MTL METAL MUA MAKE -UP AIR UNIT NC NOISE CRITERIA (N) (N) NEW NTS NOT TO SCALE OA OUTSIDE AIR O.C. ON CENTER OPNG OPENING P PUMP P.D. PRESSURE DROP / DIFFERENTIAL PF PRE - FILTER PRESS PRESSURE PSIG POUNDS PER SQUAR INCH GAUGE PWL SOUND POWER LEVEI QTY. QUANTITY RA RETURN AIR (R) (R) REMOVE OR REF REFERENCE RF RETURN FAN RH RELATIVE HUMIDITY RLA RUNNING LOAD AMI RPM REVOLUTION PER MINUTE 'ROD REQUIRED SA SUPPLY AIR SCFM STANDARD AIR CUBIC FEET PER MINUTE SF SUPPLY FAN SHT SHEET SPECS SPECIFICATIONS S.P. STATIC PRESSURE SQ. SQUARE SOFT. SQUARE FEET SS STAINLESS STEEL ST SOUND TRAP TG TRANSFER GRILLE TOD TOP OF DUCT (AFF Top TOP OF PIPE (AFF) TSP TOTAL STATIC PRESSURE TYP TYPICAL LION UNLESS OTHERWISE NOTED UTR UP THROUGH ROOF VAV VARIABLE AIR VOLUMI VEL. VELOCITY VSD VARIABLE SPEED DRIVE VTR VENT THROUGH ROOF WB WET -BULB WF WATER FILTRATION W/ WITH W/ O WITHOUT OF all F1651'7 I I , I opy uvt'Ell � nl DEC 2 2 2009 Aft I. •c • cro /1 ! • r• UA 1k7 K z<0 V U < UA cI -C,7/ t-3 t r M f�l n `P ;s e33 - `~ MECHANICAL LEGEND :GIIX► OWE IS HEAVY LINE WEIGHT AND /OR SHADED. SYMBOL ABBR DESCRIPTION VALVES: --�— GV GATE VALVE OS &Y OUTSIDE STEM AND YOKE DV DRAIN VALVE W/ HOSE END CONN. BALL VALVE W/ HOSE CONNECTION CHECK VALVE WITH CV INDICATION OF FLOW DIRECTION PRV PRESSURE REDUCING VALVE SV SOLENOID VALVE FC AUTO FLOW CONTROL —�— FCV VALVE W/ TEST PORTS CIRCUIT SETTER OR a CS,BB BALANCING VALVE GLOBE VALVE GLV (STRAIGHT PATTERN GLV GLOBE VALVE (ANGLE PATTERN) BFV B UTT E RFLY BUTTE -}-- BV BALL VALVE AUTOMATIC TCV TEMP. CONTROL VALVE, 2 -WAY AUTOMATIC TCV TEMP. CONTROL VALVE, 3 =WAY —{-- PV PLUG VALVE TEMPERATURE TPR PRESSURE RELIEF VALVE VALVE IN RISER STRAINER W STR BLOW -OFF & CAPPED HOSE - END CONNECTION — -- STEAM TRAP SYMBOLS• SECTION NO. F SECTION VIEW SHEET NO. DETAIL M1 DESIGNATION 1 F-1 EQUIPMENT DESIGNATION 1 Ql -� SHEET KEY NOTES POINT OF POC {CONN. NEW W TO TO EXISTING POD DISCONNECTION A szE X) AIR DEVICE CALL OR A CFM (X) OUT. TYP. OF (X) BASEBOARD NZ b [ GW BB CALL OUT 0E) (E) T EXIST, THERMOSTA .T T NEW THERMOSTAT. ® SPACE TEMPERATUR SENSOR SPACE HUMIDISTAT SPACE HUMIDITY SENSOR SPACE PRESSURE SENSOR CARBON DIOXIDE SENSOR CARBON MONOXIDE SENSOR DUCT MOUNTED SMOKE DETECTOR - ARROW INDICATES DIRECTION OF FLOW UP RISE IN DIRECTION OF AIRFLOW DN DROP IN DIRECTION OF AIRFLOW L EXTERIOR WALL LOUVER SYMBOL ABBR DESCRIPTION SYMBOLS - UC UNDERCUT DOOR UC (UNDER ARCH. SECTION DOOR LOUVER .- D/L (UNDER ARCH. SECTION LOUVER DOOR FULL L D L/D HEIGHT. (UNDER ARCH. SECTION RETURN/ EXHAUST AIR FLOW SYMBOL SUPPLY AIR FLOW SYMBOL ABBREVIATIONS: AF AFTER FILTER AFF ABOVE FINISHED FLOOR AFG ABOVE FIN. GRADE AHU AIR HANDLING UNIT AL ALUMINUM AMB. AMBIENT AP ACCESS PANEL B BOILER BHP BRAKE HORSE POWER BOD BOT. OF DUCT (AFF) BTUH BRITISH THERMAL UNIT PER HOUR CAV CONSTANT AIR VOLUME CC COOLING COIL CFH CUBIC FEET PER HOUR CFM CUBIC FEET PER MINUTE CH CHILLER COP COEFFICIENT OF PERFORMANCE CRU CONDENSATE RETURN UNIT CV CONSTANT VOLUME dB DECIBEL DB DRY -BULB DDC DIRECT DIGITAL CONTROL DEFL DEFLECTION DIA DIAMETER DIN DOWN DP DISCHARGE PLENUM DWG DRAWING EA EXHAUST AIR EDR EFFECTIVE DIRECT RADIATION EER ENERGY EFFICIENT RATIO EF EXHAUST FAN EFF EFFICIENCY ENT ENTERING ESP EXTERNAL STATIC PRESSURE (E) (E) EXISTING (PAREN- THESIS AROUND ITEM INDICATES IT IS EXISTING) `F DEGREE FAHRENHEIT FCU FAN COIL UNIT F.G. FIBERGLASS FF FINAL FILTER FLA FULL LOAD AMP. FPI FINS PER INCH FPM FEET PER MINUTE FRIC. FRICTION Ft' FLASH TANK FS FLOOR SINK FT. W.C. FEET WATER COLUMN GAL GALLON GPH GALLONS PER HOUR GPM GALLONS PER MINUTE GV GRAVITY VENTILATOR, GATE VALVE HC HEATING COIL HP HORSEPOWER HU HUMIDIFIER SECTION HZ HERTZ SYMBOL ABBR DESCRIPTION I IN. W.C.IINCH WATER COLUMN ISOL. ISOLATOR KW KILOWATTS LEIS POUNDS LBS/HR POUNDS PER HOUR LVG. LEAVING MA MAKE -UP AIR MAX. MAXIMUM MCA MI CIRCUIT MBH THOUSAND BTUH MCA MIN. CIRCUIT AMPS. MCC MOTOR CONTROL CENTER MIN. MINIMUM MOCP MAX. OVER CURREN" MTL METAL MUA MAKE -UP AIR UNIT NC NOISE CRITERIA (N) (N) NEW NTS NOT TO SCALE OA OUTSIDE AIR O.C. ON CENTER OPNG OPENING P PUMP P.D. PRESSURE DROP / DIFFERENTIAL PF PRE - FILTER PRESS PRESSURE PSIG POUNDS PER SQUAR INCH GAUGE PWL SOUND POWER LEVEI QTY. QUANTITY RA RETURN AIR (R) (R) REMOVE OR REF REFERENCE RF RETURN FAN RH RELATIVE HUMIDITY RLA RUNNING LOAD AMI RPM REVOLUTION PER MINUTE 'ROD REQUIRED SA SUPPLY AIR SCFM STANDARD AIR CUBIC FEET PER MINUTE SF SUPPLY FAN SHT SHEET SPECS SPECIFICATIONS S.P. STATIC PRESSURE SQ. SQUARE SOFT. SQUARE FEET SS STAINLESS STEEL ST SOUND TRAP TG TRANSFER GRILLE TOD TOP OF DUCT (AFF Top TOP OF PIPE (AFF) TSP TOTAL STATIC PRESSURE TYP TYPICAL LION UNLESS OTHERWISE NOTED UTR UP THROUGH ROOF VAV VARIABLE AIR VOLUMI VEL. VELOCITY VSD VARIABLE SPEED DRIVE VTR VENT THROUGH ROOF WB WET -BULB WF WATER FILTRATION W/ WITH W/ O WITHOUT OF all F1651'7 I I , I opy uvt'Ell � nl DEC 2 2 2009 Aft I. •c • cro /1 ! • r• UA 1k7 K z<0 V U < UA cI -C,7/ t-3 t r M f�l n `P ;s e33 - `~ MECHANICAL LEGEND SYMBOL ABBR DESCRIPTION SYMBOLS - UC UNDERCUT DOOR UC (UNDER ARCH. SECTION DOOR LOUVER .- D/L (UNDER ARCH. SECTION LOUVER DOOR FULL L D L/D HEIGHT. (UNDER ARCH. SECTION RETURN/ EXHAUST AIR FLOW SYMBOL SUPPLY AIR FLOW SYMBOL ABBREVIATIONS: AF AFTER FILTER AFF ABOVE FINISHED FLOOR AFG ABOVE FIN. GRADE AHU AIR HANDLING UNIT AL ALUMINUM AMB. AMBIENT AP ACCESS PANEL B BOILER BHP BRAKE HORSE POWER BOD BOT. OF DUCT (AFF) BTUH BRITISH THERMAL UNIT PER HOUR CAV CONSTANT AIR VOLUME CC COOLING COIL CFH CUBIC FEET PER HOUR CFM CUBIC FEET PER MINUTE CH CHILLER COP COEFFICIENT OF PERFORMANCE CRU CONDENSATE RETURN UNIT CV CONSTANT VOLUME dB DECIBEL DB DRY -BULB DDC DIRECT DIGITAL CONTROL DEFL DEFLECTION DIA DIAMETER DIN DOWN DP DISCHARGE PLENUM DWG DRAWING EA EXHAUST AIR EDR EFFECTIVE DIRECT RADIATION EER ENERGY EFFICIENT RATIO EF EXHAUST FAN EFF EFFICIENCY ENT ENTERING ESP EXTERNAL STATIC PRESSURE (E) (E) EXISTING (PAREN- THESIS AROUND ITEM INDICATES IT IS EXISTING) `F DEGREE FAHRENHEIT FCU FAN COIL UNIT F.G. FIBERGLASS FF FINAL FILTER FLA FULL LOAD AMP. FPI FINS PER INCH FPM FEET PER MINUTE FRIC. FRICTION Ft' FLASH TANK FS FLOOR SINK FT. W.C. FEET WATER COLUMN GAL GALLON GPH GALLONS PER HOUR GPM GALLONS PER MINUTE GV GRAVITY VENTILATOR, GATE VALVE HC HEATING COIL HP HORSEPOWER HU HUMIDIFIER SECTION HZ HERTZ SYMBOL ABBR DESCRIPTION I IN. W.C.IINCH WATER COLUMN ISOL. ISOLATOR KW KILOWATTS LEIS POUNDS LBS/HR POUNDS PER HOUR LVG. LEAVING MA MAKE -UP AIR MAX. MAXIMUM MCA MI CIRCUIT MBH THOUSAND BTUH MCA MIN. CIRCUIT AMPS. MCC MOTOR CONTROL CENTER MIN. MINIMUM MOCP MAX. OVER CURREN" MTL METAL MUA MAKE -UP AIR UNIT NC NOISE CRITERIA (N) (N) NEW NTS NOT TO SCALE OA OUTSIDE AIR O.C. ON CENTER OPNG OPENING P PUMP P.D. PRESSURE DROP / DIFFERENTIAL PF PRE - FILTER PRESS PRESSURE PSIG POUNDS PER SQUAR INCH GAUGE PWL SOUND POWER LEVEI QTY. QUANTITY RA RETURN AIR (R) (R) REMOVE OR REF REFERENCE RF RETURN FAN RH RELATIVE HUMIDITY RLA RUNNING LOAD AMI RPM REVOLUTION PER MINUTE 'ROD REQUIRED SA SUPPLY AIR SCFM STANDARD AIR CUBIC FEET PER MINUTE SF SUPPLY FAN SHT SHEET SPECS SPECIFICATIONS S.P. STATIC PRESSURE SQ. SQUARE SOFT. SQUARE FEET SS STAINLESS STEEL ST SOUND TRAP TG TRANSFER GRILLE TOD TOP OF DUCT (AFF Top TOP OF PIPE (AFF) TSP TOTAL STATIC PRESSURE TYP TYPICAL LION UNLESS OTHERWISE NOTED UTR UP THROUGH ROOF VAV VARIABLE AIR VOLUMI VEL. VELOCITY VSD VARIABLE SPEED DRIVE VTR VENT THROUGH ROOF WB WET -BULB WF WATER FILTRATION W/ WITH W/ O WITHOUT OF all F1651'7 I I , I opy uvt'Ell � nl DEC 2 2 2009 Aft I. •c • cro /1 ! • r• UA 1k7 K z<0 V U < UA cI -C,7/ t-3 t r M f�l n `P ;s e33 - `~ MECHANICAL LEGEND SYMBOL ABBR DESCRIPTION I IN. W.C.IINCH WATER COLUMN ISOL. ISOLATOR KW KILOWATTS LEIS POUNDS LBS/HR POUNDS PER HOUR LVG. LEAVING MA MAKE -UP AIR MAX. MAXIMUM MCA MI CIRCUIT MBH THOUSAND BTUH MCA MIN. CIRCUIT AMPS. MCC MOTOR CONTROL CENTER MIN. MINIMUM MOCP MAX. OVER CURREN" MTL METAL MUA MAKE -UP AIR UNIT NC NOISE CRITERIA (N) (N) NEW NTS NOT TO SCALE OA OUTSIDE AIR O.C. ON CENTER OPNG OPENING P PUMP P.D. PRESSURE DROP / DIFFERENTIAL PF PRE - FILTER PRESS PRESSURE PSIG POUNDS PER SQUAR INCH GAUGE PWL SOUND POWER LEVEI QTY. QUANTITY RA RETURN AIR (R) (R) REMOVE OR REF REFERENCE RF RETURN FAN RH RELATIVE HUMIDITY RLA RUNNING LOAD AMI RPM REVOLUTION PER MINUTE 'ROD REQUIRED SA SUPPLY AIR SCFM STANDARD AIR CUBIC FEET PER MINUTE SF SUPPLY FAN SHT SHEET SPECS SPECIFICATIONS S.P. STATIC PRESSURE SQ. SQUARE SOFT. SQUARE FEET SS STAINLESS STEEL ST SOUND TRAP TG TRANSFER GRILLE TOD TOP OF DUCT (AFF Top TOP OF PIPE (AFF) TSP TOTAL STATIC PRESSURE TYP TYPICAL LION UNLESS OTHERWISE NOTED UTR UP THROUGH ROOF VAV VARIABLE AIR VOLUMI VEL. VELOCITY VSD VARIABLE SPEED DRIVE VTR VENT THROUGH ROOF WB WET -BULB WF WATER FILTRATION W/ WITH W/ O WITHOUT OF all F1651'7 I I , I opy uvt'Ell � nl DEC 2 2 2009 Aft I. •c • cro /1 ! • r• UA 1k7 K z<0 V U < UA cI -C,7/ t-3 t r M f�l n `P ;s e33 - `~ MECHANICAL LEGEND MBH THOUSAND BTUH MCA MIN. CIRCUIT AMPS. MCC MOTOR CONTROL CENTER MIN. MINIMUM MOCP MAX. OVER CURREN" MTL METAL MUA MAKE -UP AIR UNIT NC NOISE CRITERIA (N) (N) NEW NTS NOT TO SCALE OA OUTSIDE AIR O.C. ON CENTER OPNG OPENING P PUMP P.D. PRESSURE DROP / DIFFERENTIAL PF PRE - FILTER PRESS PRESSURE PSIG POUNDS PER SQUAR INCH GAUGE PWL SOUND POWER LEVEI QTY. QUANTITY RA RETURN AIR (R) (R) REMOVE OR REF REFERENCE RF RETURN FAN RH RELATIVE HUMIDITY RLA RUNNING LOAD AMI RPM REVOLUTION PER MINUTE 'ROD REQUIRED SA SUPPLY AIR SCFM STANDARD AIR CUBIC FEET PER MINUTE SF SUPPLY FAN SHT SHEET SPECS SPECIFICATIONS S.P. STATIC PRESSURE SQ. SQUARE SOFT. SQUARE FEET SS STAINLESS STEEL ST SOUND TRAP TG TRANSFER GRILLE TOD TOP OF DUCT (AFF Top TOP OF PIPE (AFF) TSP TOTAL STATIC PRESSURE TYP TYPICAL LION UNLESS OTHERWISE NOTED UTR UP THROUGH ROOF VAV VARIABLE AIR VOLUMI VEL. VELOCITY VSD VARIABLE SPEED DRIVE VTR VENT THROUGH ROOF WB WET -BULB WF WATER FILTRATION W/ WITH W/ O WITHOUT OF all F1651'7 I I , I opy uvt'Ell � nl DEC 2 2 2009 Aft I. •c • cro /1 ! • r• UA 1k7 K z<0 V U < UA cI -C,7/ t-3 t r M f�l n `P ;s e33 - `~ MECHANICAL LEGEND MTL METAL MUA MAKE -UP AIR UNIT NC NOISE CRITERIA (N) (N) NEW NTS NOT TO SCALE OA OUTSIDE AIR O.C. ON CENTER OPNG OPENING P PUMP P.D. PRESSURE DROP / DIFFERENTIAL PF PRE - FILTER PRESS PRESSURE PSIG POUNDS PER SQUAR INCH GAUGE PWL SOUND POWER LEVEI QTY. QUANTITY RA RETURN AIR (R) (R) REMOVE OR REF REFERENCE RF RETURN FAN RH RELATIVE HUMIDITY RLA RUNNING LOAD AMI RPM REVOLUTION PER MINUTE 'ROD REQUIRED SA SUPPLY AIR SCFM STANDARD AIR CUBIC FEET PER MINUTE SF SUPPLY FAN SHT SHEET SPECS SPECIFICATIONS S.P. STATIC PRESSURE SQ. SQUARE SOFT. SQUARE FEET SS STAINLESS STEEL ST SOUND TRAP TG TRANSFER GRILLE TOD TOP OF DUCT (AFF Top TOP OF PIPE (AFF) TSP TOTAL STATIC PRESSURE TYP TYPICAL LION UNLESS OTHERWISE NOTED UTR UP THROUGH ROOF VAV VARIABLE AIR VOLUMI VEL. VELOCITY VSD VARIABLE SPEED DRIVE VTR VENT THROUGH ROOF WB WET -BULB WF WATER FILTRATION W/ WITH W/ O WITHOUT OF all F1651'7 I I , I opy uvt'Ell � nl DEC 2 2 2009 Aft I. •c • cro /1 ! • r• UA 1k7 K z<0 V U < UA cI -C,7/ t-3 t r M f�l n `P ;s e33 - `~ MECHANICAL LEGEND REF REFERENCE RF RETURN FAN RH RELATIVE HUMIDITY RLA RUNNING LOAD AMI RPM REVOLUTION PER MINUTE 'ROD REQUIRED SA SUPPLY AIR SCFM STANDARD AIR CUBIC FEET PER MINUTE SF SUPPLY FAN SHT SHEET SPECS SPECIFICATIONS S.P. STATIC PRESSURE SQ. SQUARE SOFT. SQUARE FEET SS STAINLESS STEEL ST SOUND TRAP TG TRANSFER GRILLE TOD TOP OF DUCT (AFF Top TOP OF PIPE (AFF) TSP TOTAL STATIC PRESSURE TYP TYPICAL LION UNLESS OTHERWISE NOTED UTR UP THROUGH ROOF VAV VARIABLE AIR VOLUMI VEL. VELOCITY VSD VARIABLE SPEED DRIVE VTR VENT THROUGH ROOF WB WET -BULB WF WATER FILTRATION W/ WITH W/ O WITHOUT OF all F1651'7 I I , I opy uvt'Ell � nl DEC 2 2 2009 Aft I. •c • cro /1 ! • r• UA 1k7 K z<0 V U < UA cI -C,7/ t-3 t r M f�l n `P ;s e33 - `~ MECHANICAL LEGEND OF all F1651'7 I I , I opy uvt'Ell � nl DEC 2 2 2009 Aft I. •c • cro /1 ! • r• UA 1k7 K z<0 V U < UA cI -C,7/ t-3 t r M f�l n `P ;s e33 - `~ MECHANICAL LEGEND GENERAL MECHANICAL CONTRACT REQUIREMENTS: 1. UNLESS OTHERWISE NOTED, THE WORK DESCRIBED ON THE PLANS AND SPECIFICATIONS SHALL INCLUDE THE FURNISHING AND INSTALLATION OF ALL LABOR AND MATERIALS NECESSARY FOR COMPLETE AND OPERATIONAL HVAC SYSTEMS. CONTRACTOR SHALL FURNISH THESE EVEN IF ITEMS REQUIRED TO ACHIEVE THIS (I.E. OFFSETS, ISOLATION AND BALANCING DEVICES, MAINTENANCE CLEARANCES, ETC.) ARE NOT SPECIFICALLY SHOWN. 2. DATA GIVEN ON THE DRAWINGS IS AS EXACT AS COULD BE SECURED. ABSOLUTE ACCURACY IS NOT GUARANTEED AND THE CONTRACTOR SHALL OBTAIN AND VERIFY EXACT LOCATIONS, MEASUREMENTS, LEVELS, SPACE REQUIREMENTS, POTENTIAL CONFLICTS WITH OTHER TRADES, ETC. AT THE SITE AND SHALL SATISFACTORILY ADAPT HIS WORK TO THE ACTUAL CONDITIONS OF THE JOB. 3. THE DRAWINGS ARE DIAGRAMMATICAL IN NATURE AND SHALL NOT BE SCALED. THEY SHOW CERTAIN PHYSICAL RELATIONSHIPS WHICH MUST BE ESTABLISHED WITHIN THE DIVISION 15 WORK AND ITS INTERFACE WITH OTHER WORK. ESTABLISHING THIS RELATIONSHIP IN THE FIELD IS THE EXCLUSIVE RESPONSIBILITY OF THE CONTRACTOR. THIS DIVISION SHALL COORDINATE ITS WORK WITH ALL DIVISIONS OF THE WORK AND ADJUST ITS WORK AS REQUIRED BY THE ACTUAL CONDITIONS OF THE PROJECT. A. THE CONTRACTOR SHALL VISIT THE SITE BEFORE SUBMITTING A BID TO BECOME THOROUGHLY FAMILIAR WITH THE ACTUAL CONDITIONS OF THE PROJECT. B. CERTAIN SYSTEMS REQUIRE ENGINEERING OF INSTALLATION DETAILS BY CONTRACTOR. UNLESS FULLY DETAILED IN THE CONTRACT DOCUMENTS, SUCH ENGINEERING 1S THE EXCLUSIVE RESPONSIBILITY OF THE CONTRACTOR. C. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE WHERE CLEARANCES ARE LIMITED, AND WHERE INSTALLATION DRAWINGS OR SCHEMATICS, "CONSTRUCTION DRAWINGS ", OR COORDINATION DRAWINGS MAY BE REQUIRED. THE CONTRACTOR SHALL PREPARE ALL SUCH COORDINATION DRAWINGS AS PART OF THE BASE CONTRACT. SUCH DRAWINGS MAY BE SUBMITTED TO THE ARCHITECTIENGINEER FOR RECORD AND COMMENT (AT THE CONTRACTOR'S OPTION). TENANT FINISH: 4. NO EXTRAS WILL BE ALLOWED DUE TO LACK OF KNOWLEDGE OF EXISTING CONDITIONS. 5. COORDINATE AND ADJUST ALL WORK BETWEEN TRADES AND EXISTING CONDITIONS IN ORDER TO ACCOMPLISH A NEAT, INTEGRATED AND EFFICIENT INSTALLATION. 6. EXAMINE THE CONTRACT DOCUMENTS OF ALL TRADES (E.G., THE ARCHITECTURAL REFLECTED CEILING PLAN, ELECTRICAL LIGHTING PLAN, FIRE PROTECTION PLAN, ETC.). 7. COORDINATE NECESSARY EQUIPMENT, DUCTWORK AND PIPING LOCATIONS SO THAT THE FINAL INSTALLATION IS COMPATIBLE WITH THE MATERIALS AND EQUIPMENT OF THE OTHER TRADES. 8. AS NECESSARY, PREPARE SHOP DRAWINGS FOR INSTALLATION OF ALL NEW WORK BEFORE INSTALLATION TO VERIFY COORDINATION OF WORK BETWEEN TRADES. 9. REFER TO THE ARCHITECTURAL DIVISION FOR EXACT LOCATION OF ALL VISIBLE FIXTURES, EQUIPMENT AND AIR DEVICES. 10, FINAL LOCATION OF ALL THERMOSTATS IN FINISHED SPACES AND ALL ROOM AIR SENSORS SHALL BE AS INDICATED ON THE ARCHITECTURAL DRAWINGS. IF NOT SHOWN ON THE ARCHITECTURAL DRAWINGS, FIELD COORDINATE WITH ARCHITECT PRIOR TO INSTALLATION. EXISTING BUILDING: 11. THE CONTRACTOR'S ATTENTION IS CALLED TO THE FACT THAT THE EXISTING BUILDING WILL BE OCCUPIED BY THE OWNER DURING CONSTRUCTION. CONTINUED OPERATION OF THE FACILITY SHALL NOT BE HINDERED BY THIS WORK. THE CONTRACTOR SHALL ACCOUNT FOR ALL ADDITIONAL COSTS WHICH MAY BE INCURRED BY HIM DUE TO THE DIFFICULTY OF WORKING OVER AND AROUND EMPLOYEES, DESKS, EQUIPMENT, ETC.; AND DUE TO THE HOURS OF THE DAY IN WHICH AN AREA MAY BE AVAILABLE WHEN SUBMITTING HIS BID. 12. MAINTAIN A MARKUP SET OF DRAWINGS WHICH INDICATE VARIATIONS IN THE ACTUAL INSTALLATION FROM THE ORIGINAL DESIGN. SURRENDER DRAWINGS TO OWNER UPON COMPLETION, 13. ALL CAPACITIES ARE SCHEDULED AT JOBSITE ALTITUDE OF 8150 FT. ABOVE SEA LEVEL. EXISTING GLYCOL PROTECTED SYSTEM: 14. HYDRONIC HEATING AND CHILLED WATER SYSTEM(S) SHALL CONTAIN 30% PROPYLENE GLYCOL. TEST EXISTING FLUID TO DETERMINE TYPE OF GLYCOL AND CONDITION OF CORROSION INHIBITORS. PROVIDE INDEPENDENT TESTING AGENCY'S (DOW 00.) REPORT ON FINDINGS TO ENGINEER. PROVIDE A BID ALLOWANCE TO REPLACE OR SUPPLEMENT FLUID AS REQUIRED TO BRING THE SYSTEM CONCENTRATION UP TO SPECIFIED CONCENTRATION OF GLYCOL (AND INTACT INHIBITORS). PROVIDE A UNIT COST ($ /GALLON) OF REPLACEMENT GLYCOL WITH BID. ACTUAL SCOPE OF GLYCOL SUPPLEMENTATION WILL BE DETERMINED BY ENGINEER AFTER REVIEW OF THE REPORT. 15. ALL COMPONENTS OF THE HYDRONIC HEATING AND COOLING SYSTEMS SHALL BE COMPATIBLE WITH THIS FLUID AT THE REQUIRED TEMPERATURES AND PRESSURES. ELECTRICAL COORDINATION: 16. VERIFY THE ELECTRICAL SERVICE PROVIDED BY THE ELECTRICAL CONTRACTOR BEFORE ORDERING ANY MECHANICAL EQUIPMENT REQUIRING ELECTRICAL CONNECTIONS. 17. PROVIDE HIGH EFFICIENCY MOTORS WITH 1.15 SERVICE FACTOR ON ALL EQUIPMENT, MOTORS SHALL BE CAPABLE OF OPERATING CONTINUOUSLY AT 1050 F UNDER JOBSITE CONDITIONS AND ALTITUDE. A. LARGE MOTORS: ALL MOTORS GREATER THAN 50 HP SHALL BE EQUIPPED WITH VARIABLE SPEED DRIVES OR SOLID STATE "SOFT START" STARTERS. PROVIDE POWER FACTOR CORRECTION CAPACITORS. 18. UNLESS NOTED OTHERWISE, ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH HOA SWITCH AND STARTER COMPATIBLE WITH EQUIPMENT AND BMS SYSTEM. STARTERS SHALL BE PROVIDED BY DIVISION 15 UNLESS IN A MOTOR CONTROL CENTER. ALL DISCONNECTS SHALL BE FURNISHED BY DIVISION 16. SEE ALSO DIVISION 01042 OF THE SPECIFICATIONS. 19. THE ELECTRICAL POWER FOR CERTAIN EQUIPMENT PROVIDED UNDER DIVISION 15, HAS NOT BEEN SPECIFICALLY INDICATED ON THE ELECTRICAL DRAWINGS AND MUST BE PROVIDED BY AND FIELD COORDINATED BY THE DIVISION 15 TRADE REQUIRING SUCH POWER. 20. SUFFICIENT POWER FOR THIS PURPOSE SHALL BE FURNISHED AS "SPARE ", DEDICATED CIRCUIT CAPACITY IN DIVISION 16'S PANELBOARDS. ALL WIRING, CONDUIT AND ELECTRICAL DEVICES DOWNSTREAM OF THE PANELBOARDS IS THE RESPONSIBILITY OF THE DIVISION 15 TRADE REQUIRING THE POWER UNLESS OTHERWISE SHOWN ON THE ELECTRICAL DRAWINGS. 21. SUSPEND EACH TRADE'S WORK SEPARATELY FROM THE STRUCTURE. DUCTWORK SHALL BE HELD TIGHT TO STRUCTURE EXCEPT WHERE OTHERWISE SHOWN. 22. INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY INDICATED OTHERWISE OR WHERE LOCAL CODES OR REGULATIONS TAKE PRECEDENCE. 23. PROVIDE MANUFACTURER'S RECOMMENDED SERVICE CLEARANCE ALL AROUND ALL EQUIPMENT REQUIRING SAME. 24. PROVIDE FOR SAFE CONDUCT OF THE WORK, CAREFUL REMOVAL AND DISPOSITION OF MATERIALS AND PROTECTION OF PROPERTY WHICH IS TO REMAIN UNDISTURBED. 25. PROVIDE ACCESS DOORS FOR ALL EQUIPMENT, VALVES, CLEANOUTS, ACTUATORS AND CONTROLS WHICH REQUIRE ACCESS FOR ADJUSTMENT OR SERVICING AND WHICH ARE LOCATED IN OTHERWISE UNACCESSIBLE LOCATIONS. A. FOR EQUIPMENT LOCATED IN LOCATIONS" SUCH AS LAY-IN CEILINGS: LOCATE EQUIPMENT TO PROVIDE ADEQUATE SERVICE CLEARANCE FOR NORMAL MAINTENANCE WITHOUT REMOVING ARCHITECTURAL, ELECTRICAL 4 OR STRUCTURAL ELEMENTS SUCH AS THE CEILING SUPPORT SYSTEM, ELECTRICAL FIXTURES, ETC. "NORMAL MAINTENANCE" INCLUDES, BUT IS NOT LIMITED TO: FILTER CHANGING; GREASING OF BEARINGS; USING PIT PORTS FOR PRESSURE OR TEMPERATURE MEASUREMENTS; SERVICING CONTROL VALVES AND SERVICING CONTROL PANELS. 26. INSTALLATION GUIDELINES: ' A. PIPE INSTALLATION: ; (1) ALL PIPING SHALL BE ADEQUATELY SUPPORTED FROM THE BUILDING STRUCTURE TO PREVENT SAGGING, POCKETING, SWAYING OR DISPLACEMENT BY MEANS OF HANGERS AND SUPPORTS. PIPING IS NOT TO BE SUPPORTED BY EQUIPMENT. (2) PROVIDE DIELECTRIC UNIONS BETWEEN DISSIMILAR MATERIALS. (3) PROVIDE MANUAL AIR VENTS AND CAPPED HOSE -END DRAINS WITH ISOLATION VALVES AT PIPING HIGH AND LOW POINTS. (4) WELD PIPE IN ACCORDANCE WITH APPLICABLE CODES AND STANDARDS. WELDERS SHALL BE CERTIFIED FOR TYPE OF WORK BEING PERFORMED. (5) FLUSH OUT PIPING AND REMOVE CONTROL DEVICES BEFORE PERFORMING PRESSURE TEST. DO NOT USE PIPING SYSTEM VALVES TO ISOLATE SECTIONS WHERE TEST PRESSURE EXCEEDS VALVE PRESSURE RATING. PRESSURIZE PIPING AT 100 PSIG. IF LEAKAGE IS OBSERVED OR IF TEMPERATURE COMPENSATED PRESSURE DROP EXCEEDS I% OF TEST PRESSURE, REPAIR LEAKS AND RETEST (6) PLASTIC PIPE: AIR PRESSURE TEST ALL PLASTIC PIPE AND PEX PIPE SYSTEMS ACCORDING TO MANUFACTURER'S INSTRUCTIONS. a. DO NOT USE AIR PRESSURE TO TEST PVC OR CPVC PIPE. (7) PROVIDE SUPPORT UNDER ELBOWS ON PUMP SUCTION AND DISCHARGE LINES. (8) ALL STRAINERS SHALL BE FURNISHED WITH A "TOUGHING" SCREEN AND TWO (2) SCREENS FOR NORMAL OPERATION. INSTALL STRAINER WITH ROUGHING SCREEN AND OPERATE SYSTEM FOR 24 HOURS MINIMUM (RUN DOMESTIC WATER SYSTEMS AT MAX FLOW FOR A MINIMUM OF ONE HALF (112) HOUR. REMOVE ROUGHING SCREEN AND INSTALL NORMAL SCREEN, AFTER TWO WEEKS OF NORMAL OPERATION INSTALL NEW NORMAL SCREEN. B. DUCTWORK INSTALLATION: (1) SEAL ALL SEAMS (LONGITUDINAL AND TRANSVERSE) AIR TIGHT WITH HARDCAST NO. 601 NON - HARDENING, ELASTIC SEALANT OR EQUIVALENT. (2) DUCT DIMENSIONS ARE INSIDE CLEAR. (3) DIFFUSER NECK SIZE IS SAME AS FLEXIBLE DUCT SIZE. (4) UNLESS OTHERWISE NOTED, ALL CHANGES IN DIRECTION SHALL BE MADE WITH RADIUS ELBOWS WITH RADIUS TO CENTERLINE EQUAL TO 1.5 DUCT WIDTH. t (5) WHERE REQUIRED FOR SPACE CONSTRAINTS, PROVIDE MITERED ELBOWS WITH TURNING VANES AS FOLLOWS: 1 ; a. FOR DUCT WIDTHS OF 36" OR LESS, PROVIDE MANUFACTURED SINGLE WIDTH TURNING VANES, WITH NO TRAILING EDGES AND SPACING IN ACCORDANCE WITH SMACNA DUCT CONSTRUCTION STANDARDS FOR "STANDARD SPACING ". b. USE DOUBLE THICKNESS (AIRFOIL) BLADES WITH TRAILING EDGES FOR DUCT WIDTHS GREATER THAN 36 ". (6) ALL FLEXIBLE DUCTS SHALL NOT BE LESS THAN 4', NOR 25' IN LENGTH. INSTALL FLEXIBLE DUCTWORK SUCH THAT: a. MINIMUM OVERALL LENGTH OF 3D, STRAIGHT INTO NECK OF DIFFUSER. b. MAXIMUM OF 135 OF TOTAL TURNING IN ENTIRE LENGTH OF FLEXIBLE DUCT. c. MINIMUM TURNING RADIUM OF R =1.5D, d. WHERE: * D = FLEXIBLE DUCT DIAMETER * R = RADIUS OF TURN AS MEASURED TO CENTERLINE OF DUCT. (7) RETURN AIR PLENUM: THE HVAC SYSTEM WILL USE THE SPACE ABOVE THE CEILING ON EACH FLOOR AS A RETURN AIR PLENUM. CONTRACTOR SHALL CONFORM TO THE REQUIREMENTS OF NFPA AND LOCAL CODE REQUIREMENTS FOR ALL MATERIAL INSTALLED IN THE RETURN AIR PLENUM. a. IN ADDITION, THE CONTRACTOR SHALL PROVIDE A COMPLETE RETURN AIR PATH BETWEEN ALL RETURN AIR DEVICES (GRILLES ETC.) AND THEIR RESPECTIVE HVAC UNIT. MAXIMUM VELOCITY OF RETURN AIR IN PLENUM SHALL GENERALLY NOT EXCEED 250 FEET PER MINURE, NOR EXCEED 750 FEET PER MINUTE AT ANY CROSS - SECTION OF THE RETURN AIR PATH. k 27. SIZE CONTROL VALVES FOR MINIMUM 5, MAXIMUM 12' OF WATER PRESSURE DROP. SIZE BALANCING VALVES SO THAT SCHEDULED FLOW RATE WILL CAUSE THE VALVE TO BE AT LEAST 10 DEGREES CLOSED, BUT NOT EXCEED` APPROXIMATELY 10' OF WATER PRESSURE DROP. CONTROL VALVES AND BALANCING VALVES WILL GENERALLY NOT BE LINE SIZE. A. UNLESS OTHERWISE NOTED, ALL OTHER VALVES AND APPURTENANCES SHALL BE LINE SIZE. 28. ISOLATE ALL PRESSURIZED PIPING WATER BRANCHES FOR EACH RISER, BRANCH ITEM OF EQUIPMENT AND AREA SERVED. 29. NO CHILLED WATER LINES SHALL BE LOCATED EXPOSED' IN FINISHED SPACES OR BELOW THE BUILDING SLAB UNLESS SHOWN OTHERWISE ON THE DRAWINGS. 30. WARRANTY: THE ENTIRE MECHANICAL SYSTEM SHALT, BE WARRANTED AGAINST DEFECTS IN MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE (1) YEAR AFTER ACCEPTANCE OF THE SYSTEM BY THE OWNER. 4 31. DEFINITIONS: A. THE DEFINITIONS OF DIVISION 1 AND THE GENERAL CONDITIONS OF THIS SPECIFICATION ALSO APPLY TO THE DIVISION 15 CONTRACT. B. "CONTRACT DOCUMENTS" CONSTITUTE THE DRAWINGS, SPECIFICATIONS, GENERAL CONDITIONS, PROJECT MANUALS, ETC.; PREPARED BY ENGINEER (OR OTHER DESIGN PROFESSIONAL IN ASSOCIATION WITH ENGINEER) FOR CONTRACTOR'S BID OR CONTRACTOR'S NEGOTIATIONS WITH THE OWNER. THE DIVISION 15 DRAWINGS AND SPECIFICATIONS PREPARED BY THE ENGINEER ARE NOT CONSTRUCTION DOCUMENTS. C. "CONSTRUCTION DOCUMENTS ", "CONSTRUCTION DRAWINGS ", AND SIMILAR TERMS FOR DIVISION 15 WORK REFER TO INSTALLATION DIAGRAMS, SHOP DRAWINGS AND COORDINATION DRAWINGS PREPARED BY THE CONTRACTOR USING THE DESIGN INTENT INDICATED ON THE ENGINEER'S CONTRACT DOCUMENTS. THESE SPECIFICATIONS DETAIL THE CONTRACTOR'S RESPONSIBILITY FOR'ENGINEERING BY CONTRACTOR" AND FOR PREPARATION OF CONSTRUCTION DOCUMENTS. i` D. '(Nr INDICATES "NEW" EQUIPMENT TO BE PROVIDED UNDER THIS CONTRACT. E. '(E)" INDICATES "EXISTING" EQUIPMENT ON SITE WHICH MAY OR MAY NOT NEED TO BE RELOCATED AS A PART OF THIS WORK. F. "(R)" INDICATES EXISTING EQUIPMENT TO BE RELOCATED AS PART OF THIS WORK. G. 'FURNISH" MEANS TO "SUPPLY" AND USUALLY REFERS TO AN ITEM OF EQUIPMENT. i H. 'INSTALL" MEANS TO "SET IN PLACE, CONNECT AND PLACE IN FULL OPERATIONAL ORDER". 1. "PROVIDE" MEANS TO "FURNISH AND INSTALL". J. 'EQUIVALENT" MEANS "MEETS THE SPECIFICATIONS OF THE REFERENCE PRODUCT OR ITEM IN ALL SIGNIFICANT ASPECTS SIGNIFICANT ASPECTS SHALL BE AS DETERMINED BY THE ARCHITECTIENGINEER. K. 'WORK BY OTHER(S) DIVISIONS"; "RE: DIVISION ", AND SIMILAR EXPRESSIONS MEANS WORK TO BE PERFORMED UNDER THE CONTRACT DOCUMENTS, BUT NOT NECESSARILY UNDER THE DIVISION OR SECTION OF THE WORK ON WHICH THE NOTE APPEARS. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO COORDINATE THE WORK OF THE CONTRACT BETWEEN HIS/HER SUPPLIERS, SUBCONTRACTORS AND EMPLOYEES. IF CLARIFICATION IS REQUIRED, CONSULT ARCHITECT/ENGINEER BEFORE SUBMITTING BID, t L. BY INFERENCE, ANY REFERENCE TO A "CONTRACTOR" OR "SUB- CONTRACTOR" MEANS THE ENTITY WHICH HAS CONTRACTED WITH THE OWNER FOR THE WORK OF THE CONTRACT DOCUMENTS. M. 'ENGINEER" MEANS THE DESIGN PROFESSIONAL FIRM WHICH HAS PREPARED THESE CONTRACT DOCUMENTS. ALL QUESTIONS,`SUBMITTALS, ETC. OF THIS DIVISION SHALL BE ROUTED TO THE ENGINEER (THROUGH PROPER CONTRACTURAL CHANNELS). 32. CONTRACTOR REQUIREMENTS: A. SUBMIT A STATEMENT OF QUALIFICATION LISTING SIMILAR PROJECTS COMPLETED IN THE LAST FIVE (5) YEARS. CONTRACTOR SHALL HAVE A MINIMUM OF FIVE (5) YEARS EXPERIENCE IN THIS TYPE OF WORK, AND SUBMIT EVIDENCE OF THAT FACT WITH HIS BID. INADEQUATE EXPERIENCE AS DETERMINED BY THE ARCHITECT, OWNER OR ENGINEER SHALL BE CAUSE FOR REJECTION OF CONTRACTOR'S BID. 33. PROVIDE ALL REQUIRED PERMITS, INSPECTIONS AND COORDINATION WITH GOVERNING AUTHORITIES. INSTALLATION TO CONFORM WITH APPLICABLE PROVISIONS OF: A. APPLICABLE LOCAL, STATE AND FEDERAL CODES, LAWS AND REGULATIONS. B. INTERNATIONAL BUILDING, MECHANICAL AND PLUMBING CODES. INCLUDING THE TOWN OF VAIL AMENDMENTS TO THE INTERNATIONAL BUILDING CODE. C. APPLICABLE PAMPHLETS OF THE NFPA INCLUDING THE NATIONAL ELECTRICAL CODE. D. AMERICANS WITH DISABILITIES ACT (ADA). 34. KEEP DEMOLITION & CUTTING TO MINIMUM REQUIRED FOR PROPER EXECUTION OF WORK. 35. BE RESPONSIBLE FOR ALL CUTTING AND PATCHING NECESSARY FOR THE COMPLETION OF THE WORK. 36. NO CUTTING (NOT SHOWN ON THE CONTRACT DOCUMENTS) SHALL BE DONE WITHOUT THE APPROVAL OF THE ARCHITECT, OWNER OR ENGINEER AS TO LOCATIONS, METHOD AND EXTENT OF THE CUTTING. 37. REPAIR ALL ACCIDENTAL OR INTENTIONAL DAMAGE TO MATCH EXISTING CONSTRUCTION WITH NO NOTICEABLE DIFFERENCE IN CONTINUITY, APPEARANCE OR FUNCTION. 38. IF UNABLE TO OBTAIN WITHIN 85% OF THE REQUIRED CFM QUANTITIES IN ANY TERMINAL UNIT, AIR DIFFUSION DEVICE, BRANCH OR MAIN DUCT, NOTIFY ENGINEER IMMEDIATELY, THEN PERFORM A VISUAL INSPECTION AND /OR PITOT TUBE TRAVERSE TO IDENTIFY THE SOURCE OF THE OBSTRUCTION. REMOVE THE OBSTRUCTION AND RE- BALANCE. 39. INSTALLER: THE ALTERATION AND EXTENSION OF THE TEMPERATURE CONTROL SYSTEM SHALL BE DONE BY A REPRESENTATIVE OF THE MANUFACTURER OF THE PRESENT CONTROL SYSTEM. 40. THE INSTALLING CONTRACTOR SHALL BE A FIRM WITH NOT LESS THAN FIVE YEARS EXPERIENCE DESIGNING AND INSTALLING AUTOMATIC TEMPERATURE CONTROL SYSTEMS SIMILAR TO THIS ONE. 41. ALTER AND EXTEND EXISTING SYSTEM AS REQUIRED TO MEET THE NEW SEQUENCE OF OPERATION. 42. SUBMIT EQUIPMENT CUT SHEETS AND CONTROL DIAGRAMS FOR REVIEW AND RECORD. SUBMITTALS MUST BE REVIEWED AND NOT REJECTED BEFORE WORK BEGINS. MANUFACTURER LISTED IS BASIS OF DESIGN. SUBSTITUTIONS MAY BE OFFERED DURING THE SUBMITTAL PHASE. JUDGMENT OF EQUIVALENCY SHALL BE MADE BY THE ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING CLEARANCE, DIMENSIONS, ELECTRICAL AND OTHER UTILITY REQUIREMENTS AND CONNECTIONS TO OTHER WORK. 43. QUALITY CONTROL: A. QUALIFICATION OF PRODUCTS: WHEN PRODUCTS ARE SPECIFIED BY MANUFACTURER AND MODEL NUMBER, EQUIVALENT PRODUCTS BY OTHER MANUFACTURERS LISTED MAY BE PROVIDED. PRODUCT EQUIVALENCY SHALL BE DETERMINED BY ENGINEER. B. IF A PRODUCT SUBMITTED AS AN EQUIVALENT IS DEEMED UNACCEPTABLE TO THE ENGINEER, THE SPECIFIED PRODUCT SHALL BE PROVIDED AT NO EXTRA COST TO THE PROJECT. C. SUBMITTALS SHALL INCLUDE REVISED AND SUPPLEMENTED CONTROL DIAGRAMS. D. SUBMIT CUT SHEETS ON ALL OF THE SPECIFIED EQUIPMENT. E. SUBMIT A WRITTEN BALANCE REPORT BY A NTF (NATIONAL TRAINING FUND OF SMACNA) CERTIFIED BALANCING CONTRACTOR. FOR ALL HYDRONIC SYSTEMS: BALANCER SHALL REMOVE ALL STRAINER SCREENS AND THOROUGHLY CLEAN BEFORE PROCEEDING WITH HYDRONIC BALANCING PROCEDURES. MEASUREMENTS SHALL INCLUDE SUPPLY AND EXHAUST FAN MOTOR AMPERAGE AND VOLTAGE READINGS; MOTOR AND FAN RPMS; STATIC PRESSURE AT INLET AND OUTLET OF ALL FANS, COILS, AND FILTERS; PITOT TUBE TRAVERSE OF SUPPLY, EXHAUST, RETURN, AND OUTSIDE AIR MAIN DUCTS, AT 0% OUTSIDE AIR, MINIMUM OUTSIDE AIR, AND 100% (ECONOMIZER) OUTSIDE AIR; AIR INLET AND OUTLET QUANTITIES; WATER FLOW, TEMPERATURE DROP, AND PRESSURE DROP AT ALL COILS. THEY SHALL ALSO INCLUDE STATIC AND VELOCITY PRESSURE READINGS AT THE SUPPLY PLENUM, EXHAUST RISERS AND ALL BRANCH DUCTWORK; VELOCITY DISTRIBUTION ACROSS THE FACE OF THE SUPPLY AND EXHAUST FILTERS. (1) PROVIDE ALL REQUIRED SHEAVES, BELTS, TESTING EQUIPMENT, ETC. NECESSARY TO BALANCE THE HVAC SYSTEM IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. F. SUBMIT FOUR (4) COPIES OF ALL SUBMITTALS IN ADDITION TO ANY REQUIRED BY THE CONTRACTOR AND HIS SUPPLIERS. THESE COPIES SHALL BE RETAINED BY THE OWNER, ARCHITECT AND ENGINEER. 44. THE ENGINEER SHALL ACCEPT ALL SUBMITTALS, WITNESS ALL TESTS AND DEMONSTRATIONS AND RESPOND TO ALL QUESTIONS DURING CONSTRUCTION. THE ENGINEER SHALL REVIEW ALL SUBMITTALS AND PREPARE ANY REQUIRED CLARIFICATIONS DURING CONSTRUCTION. IT IS RECOGNIZED THAT SUBMITTALS ARE MADE FOR THE ENGINEER'S INFORMATION AND RECORD ONLY. 45. SUBMIT TWO (2) COPIES OF ALL OPERATING MANUALS AND WARRANTIES IN BOUND NOTEBOOKS TO OWNER. 46. FINAL PAYMENT SHALL BE ISSUED ONLY AFTER OWNER HAS ACCEPTED ALL WORK AND MANUALS, RECORD DRAWINGS, ETC. HAVE BEEN SUBMITTED SATISFACTORILY. AIR MOVEMENT AND DUCTWORK: 47. MINIMUM COIL CONFIGURATION FOR ALL AHU CHILLED WATER COILS SHALL BE 6 ROW, 8 FINS PER INCH (FPI). PROVIDE 8 ROW COIL AND /OR GREATER FPI IF NECESSARY TO MEET SCHEDULED CONDITIONS. 48. SCHEDULED EXTERNAL STATIC PRESSURES INCLUDE: A. R.A. PATH FROM ROOM GRILLE OR REGISTER TO INLET OF UNIT. B. SA. PATH FROM DISCHARGE OF UNIT TO SUPPLY DEVICE INTO SPACE. C. DISCHARGE CONDITION "SYSTEM EFFECT" FOR CONFIGURATION SHOWN ON DRAWINGS. 49. FAN STATIC PRESSURE CAPABILITY SHALL INCLUDE SCHEDULED EXTERNAL STATIC PRESSURE PLUS SCHEDULED STATIC PRESSURE VALUES FOR COILS, FILTERS, ETC. PLUS STATIC PRESSURE IMPOSED BY UNIT ENCLOSURE CONFIGURATION. LOUVERS: 50. ALL LOUVERS LOCATED ON EXTERIOR WALLS SHALL BE PROVIDED BY PROVIDED BY DIVISION 15. REQUIRED LOUVER FREE AREAS ARE INDICATED ON DIVISION 15 DRAWINGS. IT IS THE RESPONSIBILITY OF THIS CONTRACTOR TO CONFIRM THAT THE REQUIRED FREE AREA HAS BEEN PROVIDED, PRIOR TO CONNECTION TO THAT LOUVER. DIVISION 15 SHALL PROVIDE ALL LOUVER PLENUMS. STRUCTURE: 51. DO NOT PENETRATE ANY STRUCTURAL MEMBERS OR PRE -CAST CONCRETE UNLESS OTHERWISE SPECIFICALLY NOTED ON THE DRAWINGS, OR PRE - APPROVED BY THE STRUCTURAL ENGINEER. 52. ALL EQUIPMENT SUPPORTS SHALL BE ATTACHED TO THE LOAD BEARING MEMBERS OF STRUCTURAL ELEMENTS. DO NOT OVER - STRESS ANY STRUCTURAL MEMBERS. CONTACT STRUCTURAL ENGINEER FOR ALLOWABLE LOADS FOR SPECIFIC MEMBERS, IF IN DOUBT. 53. DO NOT UTILIZE POWDER DRIVEN ANCHORS FOR ANY LOCATIONS WHICH REQUIRE THE LOAD TO BE HELD IN TENSION. SEE STRUCTURAL DIVISION FOR ADDITIONAL RESTRICTIONS. 54. SEE ALSO STRUCTURAL DIVISION FOR ACCEPTABLE ANCHORING AND SUPPORT MEANS, METHODS, AND LOCATIONS. 55. DUCTWORK: A. FLEXIBLE CONNECTION: EQUIVALENT TO VENTFAB, FIREPROOF GLASS CLOTH, 10 "W.C. RATED. B. USE NO "STOVE- PIPE" TYPE OR ADJUSTABLE FITTINGS ON MEDIUM PRESSURE DUCTWORK (1.0"W.C. OR GREATER). C. SEAL ALL SEAMS (LONGITUDINAL AND TRANSVERSE) AIR TIGHT WITH HARDCAST NO. 601 NON - HARDENING, ELASTIC SEALANT OR EQUIVALENT. D. LINER: (1) LINE ALL SUPPLY AND RETURN DUCTS WITH 1 ", 1.5 PCF, BLACK MATTE COATED INSULATING DUCT LINER. (2) MATERIAL SHALL MEET ALL REQUIREMENTS OF NFPA -90. (3) INSTALL WITH ADHESIVE AND PINS IN ACCORDANCE WITH SMACNA "HVAC DUCT CONSTRUCTION STANDARDS ". E. DUCTWORK: (1) GALVANIZED SFET STEEL; LOCK FORMING QUALITY; CONSTRUCTED TO THE LATEST EDITION'OF SMACNA "HVAC DUCT CONSTRUCTION STANDARDS "; +/- 2"W.C. PRESSURE CLASSIFICATION, SEAL CLASS'C "; WITH GALVANIZED STEEL FASTENERS, ANCHORS, ANGLES, STRAPS, ETC. F. DUCTWORK NOTES: (1) DUCT DIMENSIONS ARE INSIDE CLEAR. (2) DIFFUSER NECK SIZE IS SAME AS FLEXIBLE DUCT SIZE. (3) UNLESS OTHERWISE NOTED, ALL CHANGES IN DIRECTION SHALL BE MADE WITH RADIUS ELBOWS WITH RADIUS TO CENTERLINE EQUAL TO 1.5 DUCT WIDTH. (4) WHERE REQUIRED FOR SPACE CONSTRAINTS, PROVIDE MITERED ELBOWS WITH TURNING VANES AS FOLLOWS: a. FOR DUCT WIDTHS OF 36" OR LESS, PROVIDE MANUFACTURED SINGLE WIDTH TURNING VANES, WITH NO TRAILING EDGES AND SPACING IN ACCORDANCE WITH SMACNA DUCT CONSTRUCTION STANDARDS FOR "STANDARD SPACING ". b. USE DOUBLE THICKNESS (AIRFOIL) BLADES WITH TRAILING EDGES FOR DUCT WIDTHS GREATER THAN 36 (5) ALL FLEXIBLE DUCTS SHALL NOT BE LESS THAN 4', NOR 25' IN LENGTH. INSTALL FLEXIBLE DUCTWORK SUCH THAT: a. MINIMUM OVERALL LENGTH OF 3D, STRAIGHT INTO NECK OF DIFFUSER. b. MAXIMUM OF 135 OF TOTAL TURNING IN ENTIRE LENGTH OF FLEXIBLE DUCT. c. MINIMUM TURNING RADIUM OF R = 1.51). d. WHERE: (I) D = FLEXIBLE DUCT DIAMETER (TI) R = RADIUS OF TURN AS MEASURED TO CENTERLINE OF DUCT. (6) FLEXIBLE DUCTS SHALL HAVE AN OUTER JACKET OF REINFORCED ALUMINUM, UNIFORM LAYER OF FIBERGLASS INSULATION, HIGH - STRENGTH STEEL HELIX ENCAPSULATED IN ALUMINUM LAMINATE INTERIOR CORE, UL LISTED AND LABELED, CLASS 1 AIR DUCT. PRESSURE RATING POS. 6 ", NEG. 1 ". G. RETURN AIR PLENUM: THE HVAC SYSTEM WILL USE THE SPACE ABOVE THE CEILING ON EACH FLOOR AS A RETURN AIR PLENUM. CONTRACTOR SHALL CONFORM TO THE REQUIREMENTS OF NFPA AND LOCAL CODE REQUIREMENTS FOR ALL MATERIAL INSTALLED IN THE RETURN AIR PLENUM. IN ADDITION, THE CONTRACTOR SHALL PROVIDE A COMPLETE RETURN AIR PATH BETWEEN ALL RETURN AIR DEVICES (GRILLES ETC.) AND THEIR RESPECTIVE HVAC UNIT. MAXIMUM VELOCITY OF RETURN AIR IN PLENUM SHALL GENERALLY NOT EXCEED 250 FEET PER MINURE, NOR EXCEED 750 FEET PER MINUTE AT ANY CROSS - SECTION OF THE RETURN AIR PATH. 56. ACCESS PANELS: A. ACCESS PANELS: EQUIVALENT TO CESCO "HAD ", HINGED, (2) CAM LOCKS, GASKETED. 57. PIPING: A. PIPE INSTALLATION: (1) ALL PIPING SHALL BE ADEQUATELY SUPPORTED FROM THE BUILDING STRUCTURE TO PREVENT SAGGING, POCKETING, SWAYING OR DISPLACEMENT BY MEANS OF HANGERS AND SUPPORTS. PIPING IS NOT TO BE SUPPORTED BY EQUIPMENT. (2) PROVIDE DIELECTRIC UNIONS BETWEEN DISSIMILAR MATERIALS. (3) PROVIDE MANUAL AIR VENTS AND CAPPED HOSE -END DRAINS WITH ISOLATION VALVES AT PIPING HIGH AND LOW POINTS. (4) WELD PIPE IN ACCORDANCE WITH APPLICABLE CODES AND STANDARDS. WELDERS SHALL BE CERTIFIED FOR TYPE OF WORK BEING PERFORMED. (5) FLUSH OUT PIPING AND REMOVE CONTROL DEVICES BEFORE PERFORMING PRESSURE TEST. DO NOT USE PIPING SYSTEM VALVES TO ISOLATE SECTIONS WHERE TEST PRESSURE EXCEEDS VALVE PRESSURE RATING. PRESSURIZE PIPING AT 100 PSIG. IF LEAKAGE IS OBSERVED OR IF TEMPERATURE COMPENSATED PRESSURE DROP EXCEEDS 1% OF TEST PRESSURE, REPAIR LEAKS AND RETEST. (6) PLASTIC PIPE: AIR PRESSURE TEST ALL PLASTIC PIPE AND PEX PIPE SYSTEMS ACCORDING TO MANUFACTURER'S INSTRUCTIONS. a. DO NOT USE AIR PRESSURE TO TEST PVC OR CPVC PIPE. (7) PROVIDE SUPPORT UNDER ELBOWS ON PUMP SUCTION AND DISCHARGE LINES. (8) ALL STRAINERS SHALL BE FURNISHED WITH A "ROUGHING" SCREEN AND TWO (2) SCREENS FOR NORMAL OPERATION. INSTALL STRAINER WITH ROUGHING SCREEN AND OPERATE SYSTEM FOR 24 HOURS MINIMUM (RUN DOMESTIC WATER SYSTEMS AT MAX FLOW FOR A MINIMUM OF ONE HALF (112) HOUR. REMOVE ROUGHING SCREEN AND INSTALL NORMAL SCREEN, AFTER TWO WEEKS OF NORMAL OPERATION INSTALL NEW NORMAL SCREEN. (9) TENANT FINISH: INSULATE ALL DOMESTIC HOT AND COLD WATER PIPE, VALVES AND FITTINGS WITH U.L. APPROVED, FLAME RESISTANT, WHITE VAPOR BARRIER JACKETED, GLASS FIBER SNAP -ON 1/2" THICK INSULATION. B. PIPE AND FITTINGS: (1) HWS, HWR, CHWS, CHWR, ETC.: a. SIZE 2" AND SMALLER: ANY OF THE FOLLOWING: (I) STEEL PIPE, SCHEDULE 40 WITH 125 PSI CAST IRON THREADED FITTINGS. (11) COPPER TUBE, HARD TEMPER, TYPE L WITH WROUGHT COPPER FITTINGS, WITH 95-5 TIN - ANTIMONY SOLDER FOR COPPER TUBE JOINTS. b. SIZE 2 -112" AND LARGER: STEEL PIPE, SCHEDULE 40 WITH ANY OF THE FOLLOWING FITTINGS: (1) BLACK STEEL STANDARD WROUGHT BUTT WELD. (ii) 125 LB CAST IRON FLANGED. (111) MALLEABLE OR DUCTILE IRON GROOVED PIPE FITTINGS, DESIGNED FOR CUT GROOVED JOINT. 58. MECHANICAL INSULATION: A. MATERIALS: (1) SEAL ALL PIPING WHICH IS NORMALLY COLDER THAN AMBIENT WITH VAPOR BARRIER RATED MASTIC. (2) TYPE A: FIBERGLASS PIPE INSULATION WITH SELF ADHESIVE ALL SERVICE VAPOR BARRIER JACKET. FITTINGS INSULATED WITH FIBERGLASS INSERTS IN PVC FITTING COVERS. ALL MATERIALS FLAME SPREAD 25, SMOKE DEVELOPED 50. (3) TYPE B: FLEXIBLE ELASTOMERIC CLOSED CELL PIPE INSULATION, FLAME SPREAD 25, SMOKE DEVELOPED 50. (4) TYPE C: FLEXIBLE FIBERGLASS BLANKET WITH REINFORCED KRAFTIALUMINUM FOIL VAPOR BARRIER FACING. (5) TYPE D: SEMI -RIGID FIBERGLASS BOARD WITH REINFORCED VAPOR BARRIER FACING, 3 LBS /CU.FT. DENSITY. (6) TYPE E: FIBERGLASS BONDED TO FLEXIBLE ALL SURFACE JACKET. FIBERGLASS SLIT OR ORIENTED TO ALLOW CONFORMANCE TO ROUND SURFACES. DENSITY 3 LBS/CU.FT. B. APPLICATION: (1) ABOVE GROUND HEATING HOT WATER. a. RUNOUTS TO TERMINALS - 1/2" THICK TYPE A. b. ALL OTHER 1" THICK TYPE A. (2) ABOVE GROUND CHILLED WATER: a. RUNOUTS TO TERMINALS -1/2" THICK TYPE A. b. ALL OTHER 1" THICK TYPE A. (3) CHILLED WATER, DOMESTIC COLD WATER AND OTHER "COLD" PIPING WITH VAPOR BARRIER COVER: a. PROVIDE INSULATION INSERT OF HIGH DENSITY, 100 PSI, WATERPROOFED CALCIUM SILICATE, ENCASED IN A SHEET METAL SHIELD AT HANGER. INSULATION INSERT TO EXTEND ONE INCH BEYOND SHEET METAL SHIELD ON ALL "COLD" LINES. IF PIPE HANGER SPACING EXCEEDS TEN FEET AND FOR ALL PIPE ROLLER APPLICATIONS, UTILIZE DOUBLE LAYER SHIELD ON BEARING SURFACE, PROVIDE 180? INSULATION INSERTS WHEN UTILIZING CLEVIS HANGERS. PROVIDE 360? INSULATION INSERTS AT ALL TRAPEZE AND WALL SUPPORTS. (4) CONCEALED, UNLINED SUPPLY AIR DUCT. a. 1 -112" THICK TYPE C. (5) EXPOSED, UNLINED SUPPLY AIR DUCT. a. RECTANGULAR: 1-112" THICK TYPE "D ". b. ROUND: 1 -1/2" THICK TYPE "C ". c. ROUND FITTINGS: 1 -112" THICK TYPE "D" WITH WHITE VINYL FACING. (6) REPAIRS TO EXISTING SYSTEMS: a. MATCH MATERIAL AND THICKNESS AS CLOSE AS POSSIBLE. FIRE PROTECTION NOTES 59. SUBMIT SHOP DRAWINGS SHOWING PROPOSED LAYOUT OF FIRE PROTECTION SYSTEM. DRAWINGS SHALL SHOW ACTUAL EQUIPMENT TO BE USED, DIMENSIONS AND HYDRAULIC CALCULATIONS. SHOP DRAWINGS SHALL BE APPROVED BY THE LOCAL AUTHORITY HAVING JURISDICTION PRIOR TO SUBMITTAL TO ENGINEER OR ARCHITECT. A. TENANT FINISH: ALL NEW SPRINKLER HEADS SHOULD HAVE THE CONNECTING MAIN AND BRANCH PIPE SIZES SHOWN. B. SHOW THE CONNECTING MAIN AND BRANCH PIPE SIZES FOR ALL RELOCATED EXISTING SPRINKLER HEADS. C. CONFORM TO LIGHT HAZARD OCCUPANCY REQUIREMENTS OF NFPA 13. 60. THE ENTIRE BUILDING SHALL BE SERVED BY A WETPIPE TYPE FIRE SPRINKLER SYSTEM. COORDINATE ELECTRICAL, FIRE PROTECTION AND MECHANICAL SPACE REQUIREMENTS CAREFULLY BEFORE PROCEEDING WITH INSTALLATION. 61. EXTEND THE EXISTING SPRINKLER SYSTEM, RELOCATE EXISTING AND ADD NEW SPRINKLER HEADS IN ACCORDANCE WITH NFPA 13, ALL APPLICABLE CODES AND ORDINANCES AND PROJECT REQUIREMENTS TO COMPLETELY PROTECT THE NEW WORK. 62. SYSTEM SHALL BE INSTALLED COMPLETE AND OPERATIONAL, INCLUDING WATER FLOW INDICATOR, CONNECTIONS TO EXISTING ALARM, DRAIN PIPING, IDENTIFICATION SIGNS, ETC. 63. WORK SHALL BE PERFORMED BY A QUALIFIED FIRE SPRINKLER INSTALLER WITH A MINIMUM OF (5) FIVE YEARS EXPERIENCE IN SIMILAR INSTALLATIONS. 64. COORDINATE ALL WORK WITH ALL OTHER TRADES. 65. SUPPLY OWNER AN EXTRA STOCK OF SIX SPRINKLER HEADS (6), THREE (3) OF EACH TYPE, AND A SPRINKLER WRENCH. SPRINKLER HEADS SHALL MATCH EXISTING. i • a 3/ 7 A rt° MECHANICAL 5PEGIFIOATION5 I w o & t 3 r r -O BRAZED PUMP SCHEDULE HEAT EXCHANGER HEATING COIL MANUFACTURER/ MANUFACTURER/ INPUT OUTPUT HEAD PRIMA NPSH PUMP VIBRATION ISOLATION ELECTRICAL SUCTION DIFFUSER SUCTION DISCHARGE NOTES CODE MODEL NO. SERVICE CODE MODEL NO. SYSTEM SERVICE GPM (FT) RPM (FT) EFF. EWT YES /NO SIZE SIZE TYPE STATIC DEFL. HP VOLT PH HZ - TT B C D E F P -1 GRUNDFOS UPS 40 -80/4 F DROP (PSI) BOILER B -1 25.0 15 3426 - 47.6% - - 1/2 115 1 60 SNOWMELT NO 2" 2" 1 4 3 0 2 2 '4. MAXIMUM •r SHALL NOT r 5 FT AT P -2 GRUNDFOS UPS 40 -80/4 F 10.8 BOILER B -2 25.0 15 3426 - 47.6% - -- 1/2 115 1 60 NO 2" 2" 1 4 3 0 2 2 10 P -3 GRUNDFOS MAGNA 65 -120 F D HEATING SYSTEM 50.0 30 - - - - - 900 W 230 1 60 NO 2-1/2 2-1/2 1 4 3 0 1 2,5 1. BRAZE MATERIAL: NICKEL. GENERAL NOTES 2. MAX. WORKING TEMPERATURE: 350` F. GENERAL NOTES 1. EWT = 115' F, LWT = 145` F. 3. MIN. WORKING TEMPERATURE: -425' F. 1. FOR PUMP WEIGHTS WITH INTERIA BASES, ADD 2 TIMES THE PUMP WEIGHT FOR THE 1NERTA BASE. 2. JOBSITE ELEVATION = %1Cb r'r 2. PREMIUM EFFICIENCY MOTORS. 3. FUEL TYPE = NATURAL GAS. 3. FOR PARALLEL PUMP APPLICATIONS MANUFACTURER SHALL REVIEW SINGLE PUMP OPERATON SUCH THAT PUMP CAN OPERATE 4. OPERATING WEIGHT INDICATED IN LBS. AND NOT EXCEED THE END OPERATION POINT ON THE PUMP CURVE AND MOTOR HP IS PROPERLY SELECTED TO PREVENT OVERLOADING. A. EXISTING POOL HEAT EXCHANGER TO BE RE -USED. 5. RELIEF VALVE SETPOINT IS 30 PSIG. 4. NPSHR AT SCHEDULED OPERATING POINT SHALL NOT EXCEED 0.8 TIMES NPSHA. B. EXISTING SPA HEAT EXCHANGER TO BE RE -USED. 5. REFER TO DRAWINGS TO DETERMINE REQUIRED PUMP ROTATION. COORDINATE WITH MECHANICAL CONTRACTOR PRIOR TO ORDERING. C. NEW SPA HEAT EXCHANGER TO BE PROVIDED BY POOL CONTRACTOR. 6. NON - OVERLOADING AT HORSEPOWER CURVE UNLESS NOTED OTHERWISE. NOTES D. PLATE MATERIAL: MARINE STAINLESS ALLOY. A. FLUID C. TYPE E. DUTY F. MISCELLANEOUS 0. WATER 1. CLOSE COUPLED BASE MOUNTED CETRIFUGAL 1. VFD, EPDM COUPLER, INVERTER DUTY MOTOR, CONTROLLER 1. OPERATION AS SINGLE PUMP IN PARALLEL ARRANGEMENT 1. 30% PROPYLENE GLYCOL 2. FLEXIBLE COUPLED BASE MOUNTED CENTRIFUGAL 2. CONSTANT SPEED 2. PRIMARY /STANDBY OR SINGLE PUMP OPERATION C. ACCESSORIES 2. 35% PROPYLENE GLYCOL 3. IN- LINE, HORIZONTAL SHAFT CENTRIFUGAL 3. INJECTION PUMP 3. PROVIDE SPARE MOTOR FIRE 0. NONE 3. 50% PROPYLENE GLYCOL 4. IN -LINE, VERTICAL SHAFT CENTRIFUGAL NONE 4. ALL BRONZE CONSTRUCTION 2. MODULATING 1. 30 PPPM LO NOX 5. STEAM CONDENSATE RETURN HOT WATER 5. DDC INTERFACE MODULE B. FLUID TEMPERATURE 2. STEAM 6. EMERGENCY POWER 3. 50% PROPYLENE GLYCOL 1. 45' F D. MOUNTING 3. 7. FLUSHED SINGLE TUNGSTEN CARBIDE SEAL WITH FILTER ON 2. 80' F 0. NONE PROBE LWCO 4. FLUSH LINE (CWS) PULL 3. 120' F 1. NEOPRENE PADS 5. FULL LWCO 8. ALL 316SS SHAFT, IMPELLER, ALL WETTED PARTS, TEFLON PACKING 4. 145' F 5. 180' F 2. 4 POINT ISOLATORS 3. CONCRETE INERTIA BASE 6. SEPARATED COMBUSTION 9. FACTORY MOUNTED CONTROL THERMOMETER, DISCHARGE PRESSURE PANEL, WATER LEVEL GAUGE, DIAL GAUGE, INLET STAINER, CONNECTION 4. IN -LINE 7. FLOW SWITCH STARTER, ALTERNATOR 7. LOW NOX t 3 FAN r r -O BRAZED PLATE HEAT EXCHANGER HEATING COIL MANUFACTURER/ ELECTRICAL INPUT OUTPUT PRIMA SIDE EXHAUST INTAKE GAS LOAD SIDE WEIGHT NOTES CODE MODEL NO. SERVICE (MBH)(S.L.) MANUFACTURER/ SYSTEM OUTPUT NO. SIZE WEIGHT PRESSURE (PSIG) (LBS.) EWT LWT HZ PRESS. B EWT LWT PRESS. CODE MODEL NO. SERVED CAP. (BTUH) FLUID TYPE ('F) ('F) GP DROP (PSI) FLUID TYPE ('F) ('F) GPM DROP (PSI) PLATES W "x L "x D" (LBS) NOTES HX -1 TACO TFP5X12 -20 SNOWMELT 150,000 30% PROPYLENE GLYCOL 145 PROVIDE THROW 120 10.3 1.6 50% PROPYLENE GLYCOL '4. MAXIMUM •r SHALL NOT r 5 FT AT 95 120 10.8 2.8 - 4.9x12.2x2.2 9.6 - HX -2 TACO TMP5X12 -10 I EXIST. SPA j 100,000 30% PROPYLENE GLYCOL 145 120 8.6 0.4 WATER 100 112 16.0 0.3 10 4.9xi2.20.3 6.4 D SYSTEM HEATING 399 300 25 - 120 1 60 4 4 10 200 1 2 2 1,6 GENERAL NOTES 1. BRAZE MATERIAL: NICKEL. GENERAL NOTES 2. MAX. WORKING TEMPERATURE: 350` F. 1. EWT = 115' F, LWT = 145` F. 3. MIN. WORKING TEMPERATURE: -425' F. 2. JOBSITE ELEVATION = %1Cb r'r 4. MAX. WORKING PRESSURE: 150 PSI. 3. FUEL TYPE = NATURAL GAS. NOTES 4. OPERATING WEIGHT INDICATED IN LBS. A. EXISTING POOL HEAT EXCHANGER TO BE RE -USED. 5. RELIEF VALVE SETPOINT IS 30 PSIG. B. EXISTING SPA HEAT EXCHANGER TO BE RE -USED. 6. OVERSIZE BURNER (AND INCREASE SECTIONS) TO OBTAIN SPECIFIED OUTPUT AT ALTITUDE. C. NEW SPA HEAT EXCHANGER TO BE PROVIDED BY POOL CONTRACTOR. D. PLATE MATERIAL: MARINE STAINLESS ALLOY. 8. PROVIDE REQUIRED STATE PERMITS AND INSPECTIONS. FAN r r -O BOILER SCHEDULE - COIL HEATING COIL MANUFACTURER/ ELECTRICAL INPUT OUTPUT BOILER ELECTRICAL EXHAUST INTAKE GAS WEIGHT NOTES CODE MODEL NO. SERVICE (MBH)(S.L.) (MBH)(ALT.) GPM MODEL NO. AREA SERVED (IN.) DIA (IN.) PRESSURE (PSIG) (LBS.) VOLT PH HZ A B C D TRIANGLE TUBE ENVIRO-TEC H-20 B -1 PRESTIGE SOLO 399 SYSTEM HEATING 399 300 GENERAL • - WATER: 1. HEATING • •• ® GLYCOL. PROVIDE THROW 60 SCHEDULED - AND ALTITUDE. • •- HP HAS BEEN ADJUSTED FROM CONDITIONS FOR OPERATION AT JOBSITE ELEVATION. JOBSITE ELEVATION 0600-ff gloorT '4. MAXIMUM •r SHALL NOT r 5 FT AT GPWSCHEDULED. NOTES: 1 FLUID B. • D. ARRANGEMENT 0. WATER NONE 0. HORIZONTAL EXPOSED CABINET 1. • PROPYLENE GLYCOL f !' • NTAL CONCEALED PROPYLENE GLYCOL 3. 50% PROPYLENE GLYCOL C. OPTIONS • NONE THROW z I WATER HEATER SC HEDULE MANUFACTURER/ REMARKS CODE MODEL NO. SERVICE STORAGE (GALS) RECOVERY (80 TR) INPUT (BTUH) DWH -1,2 TURBOMAX 109A DOMESTIC WATER 119 527 GAL /HR 350,000 1 NOTES: GENERAL SHOWN A. CAPACITIES - .» + i FT NOTES REMARK 1. ASME RATED TANK me M -E Engineers, Inc. 245 chapel place, suite 200 avon, co 81620 -57400 t 970649.6000! f. 970,949 1959 engineers w.me- engineers.com i 155ur. BOILER SCHEDULE MANUFACTURER/ INPUT OUTPUT BOILER ELECTRICAL EXHAUST INTAKE GAS WEIGHT NOTES CODE MODEL NO. SERVICE (MBH)(S.L.) (MBH)(ALT.) GPM HP DIA (IN.) DIA (IN.) PRESSURE (PSIG) (LBS.) VOLT PH HZ A B C D TRIANGLE TUBE B -1 PRESTIGE SOLO 399 SYSTEM HEATING 399 300 25 - 120 1 60 4 4 10 200 1 2 2 1,6 TRIANGLE TUBE B -2 PRESTIGE SOLO 399 SYSTEM HEATING 399 300 25 - 120 1 60 4 4 10 200 1 2 2 1,6 GENERAL NOTES 1. EWT = 115' F, LWT = 145` F. 2. JOBSITE ELEVATION = %1Cb r'r 3. FUEL TYPE = NATURAL GAS. 4. OPERATING WEIGHT INDICATED IN LBS. 5. RELIEF VALVE SETPOINT IS 30 PSIG. 6. OVERSIZE BURNER (AND INCREASE SECTIONS) TO OBTAIN SPECIFIED OUTPUT AT ALTITUDE. EQUIVALENT CFH AT ALTITUDE IS APPROX. 733. 7. PROVIDE CONTROL TRANSFORMER AND STARTER. 8. PROVIDE REQUIRED STATE PERMITS AND INSPECTIONS. NOTES: A. FLUID B. BURNER C. ACCESSORIES D. MISCELLANEOUS 0. WATER 1. HI/LO FIRE 0. NONE 0. NONE 1. 307o PROPYLENE GLYCOL 2. MODULATING 1. 30 PPPM LO NOX 1. HOT WATER 2. 357o PROPYLENE GLYCOL 2. DDC INTERFACE MODULE 2. STEAM 3. 50% PROPYLENE GLYCOL 3. BAROMETRIC DAMPER 3. ONE SIDE TUBE PULL 4. PROBE LWCO 4. END TUBE PULL 5. FULL LWCO 5. BACK OUTLET FLUE 6. SEPARATED COMBUSTION CHAMBER 6. TOP FLUE CONNECTION 7. FLOW SWITCH 7. LOW NOX 8. PUMPDOWN DELAY RELAY i 155ur. N 0 ON 'IV . . . MECHANICAL KEYED NOTES: Q CONNECT 18X16 SA TO EXISTING SUPPLY AIR DISTRIBUTION DUCTS. FIELD VERIFY EXACT SIZE & LOCATION. EI CONNECT NEW 24X12 RA TO EXISTING RETURN AIR DUCT. FIELD VERIFY EXACT SIZE & LOCATION. WATER SOFTENING EQUIPMENT TO BE RELOCATED BELOW FAN COIL UNIT. CONNECTED TO DOMESTIC WATER SYSTEM BY WATER TREATMENT SPECIALIST. Fil CONNECT 3f4" SMS & R TO (E) SYSTEM. ® CONNECT 2" SPA SUPPLY & RETURN TO (E) LINES. GENERAL. NOTES: N 1 0 PLAN NORTH 0 fig D EXISTING WATER HEATER AND ASSOCIATED PIPING TO BE REMOVED. STORE WATER HEATER FOR FUTURE USE. D3 EXISTING DOMESTIC WELL EQUIPMENT TO REMAIN. PROTECT FROM DAMAGE DURING CONSTRUCTION. ® EXISTING WATER HEATER TO BE REMOVED AND DISCARDED. EXISTING HOT WATER STORAGE TANKS TO BE REMOVED AND DISCARDED. i i • '! i i i •'i i •• i• i • : • i • - • -•! © ENTIRE FLUE TO BE • i AND i 'i i I 14m, , Pi ON F-A 0. � I I me M -E Engineers, Inc. 245 chapel place, suite 200 anon, co 81620 -5740 t 970.949.6000/ f. 970.949.1959 e n g i n Q Q r s www.me- engineers.com 15 Ur-: "*\ PARTIAL FIRST LEVEL MECHANICAL PLAN SCALE: 1/4"=l'-O" NORTH - LOOR REGISTER (TYP.). CEACH. ' m • w Y " 4 O CONNECT' SNOWMELT A HX I i ts 0 V " 4 Y4 ft Um PROVIDE DOMES11C HOT WATER PRIORITY CONTROL MANUAL FEED 30% POLYPROPYLENE GLYCOL MAKE—UP lkik 11 rAdl �i - fi RELIEF VALVE PIPE-----v TO FLOOR DRAIN , BOILER PIPING DIAGRAM 3 NO SCALE 2" SPIROVENT• AIR SEPARATOR VSR-200 AUTO AIR VENT F0949110ST01 1210101LIMIJIM1101 EXPANSION TANK; i AMTROL SX-160V ? ILWA wl Adft lot 1. THE GENERAL PLUMBING REQU OF THIS DIVISION. 2. PREPARE SHOP DRAWINGS OF ALL TO VERIFY LOCATIONS AND COORS TO INSTALLATION. 3. ALL DRAIN GRATES, CLEANOUT COMPONENTS SHALL BE PROTE SHALL BE REPLACED BY CONTF CONTRACT. JIREMENTS: -• r r Am MML • ri • 4. COORDINATE ROUTING OF ALL PLUMBING PIPING BELOW SLAB WITH STRUCTURAL GRADE BEAMS, TIE BEAMS, ETC. ALLOW FOR REROUTING OF PIPING AS REQUIRED. 5. ALL REQUIRED OPENINGS IN CONCRETE BEAMS AND STRUCTURAL WALLS ARE TO BE ACCOMPLISHED USING SLEEVES PROPERLY SIZED FOR THE PIPE THEY SERVE. CORE DRILLING IN BEAMS IS NOT ALLOWED. CORE DRILLING IN PANS IS ALLOWED UPON PRIOR APPROVAL OF ARCHITECT AND STRUCTURAL ENGINEER. 6. HORIZONTAL STORM AND SANITARY PIPING IN CEILING SHALL RUN AT A SLOPE OF 1/4" PER FOOT MINIMUM FOR 3" AND SMALLER PIPING. 4" AND LARGER PIPING SHALL RUN AT 1/8" PER FOOT MINIMUM. 7. REFERENCE CIVIL DIVISION DRAWINGS FOR REQUIRED POINT OF CONNECTION AND INVERT REQUIREMENTS. IN GENERAL THE POINT OF CONNECTION IS AT A POINT 5 FEET OUTSIDE OF BUILDING FOOTPRINT. CONFORM WORK TO MEET INVERT ELEVATIONS ON CIVIL PLANS.= 8. CAP ALL SANITARY AND STORM TEES FOR FUTURE BRANCH PIPING AND STAKE LOCATION OF PIPING FOR CONNECTION TO FUTURE BRANCH LINES. 9. ALL UNDERGROUND METALLIC GAS, SANITARY AND STORM PIPING SHALL BE WRAPPED WITH 8 MIL POLYETHYLENE PLASTIC. RE: SECTION 15410. 10. NO DOMESTIC WATER LINES SHALL BE LOCATED EXPOSED IN FINISHED SPACES OR BELOW THE BUILDING SLAB UNLESS SHOWN OTHERWISE ON THE DRAWINGS. 11. WHERE SHOWN, MINIMIZE THE NUMBER OF JOINTS ON ANY PRESSURIZED PIPING BELOW CONCRETE SLABS. ALL BELOW GRADE PIPING TO BE PRESSURE TESTED AND WITNESSED BY ARCHITECT BEFORE BACKFILLING. 12. IN ADDITION TO THE CLEANOUT LOCATIONS SHOWN ON DRAWINGS, PROVIDE ADDITIONAL CLEANOUTS AT: A. EACH RUN OF PIPING WHICH IS MORE THAN 100 FEET IN LENGTH OR FRACTION THEREOF. B. HORIZONTAL LINES FOR EACH AGGREGATE CHANGE OF DIRECTION EXCEEDING 135 DEGREES. C. AT THE BASE OF ALL WASTE AND. VENT RISERS. ALL VERTICAL CLEANOUTS SHALL BE SIZED TO ACCOMMODATE THE LARGEST PIPE ON THAT BRANCH LINE, BUT NEVER LARGER THAN 4 ". 13. NO GAS LINES SHALL BE LOCATED BELOW BUILDING SLAB. ALL GAS PIPING IN AIR PLENUMS TO BE WELDED 14. PROVIDE ISOLATION VALVES ON ALL PIPING SERVING HOSE BIBBS. 15. ANY ELECTRICAL SPACE NOT CONSTRUCTED WITH A SUB -ROOF WHICH MAY HAVE PLUMBING PIPING AT THE CEILING OF THESE SPACES SHALL HAVE A DRIP PAN INSTALLED BELOW THE PIPING. DRIP PANS SHALL BE 1.5 TIMES THE WIDTH OF THE PIPING SERVED WITH A MINIMUM OF 2" HIGH SIDES. DRIP PANS SHALL BE SUSPENDED FROM THEPIPING SERVED SHALL SLOPE AT A MINIMUM 1 /8 7 /FT. DRIP PANS SHALL DISCHARGE WITH MIN. 11-11T DR TO FLOOR DRAINS. A. DO NOT LOCATE PIPING DIRECTLY ABOVE ANY ELECTRICAL EQUIPMENT IN ELECTRICAL ROOMS. 16. MAINTAIN DESIGNATED PLUMBING FIXTURE HEADER SIZE FOR FULL BANK OF FIXTURES. 17. PROVIDE GAS VENTS EXTENDING CO REGULATORS TO THE EXTERIOR OF 1 LOCATION. SIZE VENTS SUCH THAT P FEET OR LESS IN LENGTH) EQUALS R PIPE SIZE ONE PIPE SIZE FOR EVERY LENGTH. NUOUSLY FROM ALL INTERIOR GAS : BUILDING. TERMINATE AT AN APPROVED IMUM VENT SIZE (FOR VENT WHICH IS 10 EF OUTLET PIPE SIZE. INCREASE VENT , DITIONAL TEN FEET OF VENT PIPE A. PROVIDE AN ISOLATION VALVE D REGULATOR. OF EVERY INTERIOR GAS 18. PROVIDE COPPER OR GALVANIZED STEEL CONDENSATE DRAIN PIPING FROM ALL HVAC EQUIPMENT DRAIN PANS TO SUITABLE DRAIN. ROUTE PIPING AT MIN. 1/8" PER FOOT SLOPE. ROUTE CONCEALED TO NEAREST NON - PUBLIC APPROVED RECEPTICAL. i r (1) Y.•" PIPE. (2) UNIT CONDENSATE DRAIN C (3) THE CONDENSATE DRAIN PII B. PROVIDE INDIRECT EQUIPMENT I ROOMS WHICH ARE SERVING AS LEVEL FAN ROOMS). ROUTE DRE OUTSIDE OF ROOM. DO NOT PR( MECHANICAL ROOMS. AS FOLLOWS: PROVIDE THE LARGER G SCHEDULE ON THE DRAWINGS. :)M FLOOR DRAINS FOR ALL MECHANICAL KED AIR PLENUMS (I.E. MECHANICAL TO TRAPPED AND VENTED DRAIN DE ANY TRAPPED FIXTURE IN C. PROVIDE NON TRAPPED SECONDARY DRAIN PANS UNDER ENTIRE WIDTH AND LENGTH OF ALL CONDENSING AIR MOVING EQUIPMENT ABOVE HARD CEILINGS. ROUTE DR PIPE TO NEAREST RETURN AIR GRILLE. =if • s # • r i • '• i i PIPING: A. PIPE INSTALLATION: (1) ALL PIPING SHALL BE ADEQUATELY SUPPORTED FROM THE BUILDING STRUCTURE TO PREVENT SAGGING, POCKETING, SWAYING OR DISPLACEMENT BY MEANS OF HANGERS AND SUPPORTS. PIPING IS NOT TO BE SUPPORTED BY EQUIPMENT. (2) PROVIDE DIELECTRIC UNIONS BETWEEN DISSIMILAR MATERIALS. (3) PROVIDE MANUAL AIR VENTS AND CAPPED HOSE -END DRAINS WITH ISOLATION VALVES AT PIPING HIGH AND LOW POINTS. (4) WELD PIPE IN ACCORDANCE WITH APPLICABLE CODES AND STANDARDS. WELDERS SHALL BE CERTIFIED FOR TYPE OF WORK BEING PERFORMED. (5) FLUSH OUT PIPING AND REMOVE CONTROL DEVICES BEFORE PERFORMING PRESSURE TEST. DO NOT USE PIPING SYSTEM VALVES TO ISOLATE SECTIONS WHERE TEST PRESSURE EXCEEDS VALVE PRESSURE RATING. PRESSURIZE PIPING AT 100 PSIG. IF LEAKAGE IS OBSERVED OR IF TEMPERATURE COMPENSATED PRESSURE DROP EXCEEDS 11% OF TEST PRESSURE, REPAIR LEAKS AND RETEST. (6) PLASTIC PIPE: AIR PRESSURE TEST ALL PLASTIC PIPE AND PEX PIPE SYSTEMS ACCORDING TO MANUFACTURER'S INSTRUCTIONS. a. DO NOT USE AIR PRESSURE TO TEST PVC OR CPVC PIPE. (7) PROVIDE SUPPORT UNDER ELBOWS ON PUMP SUCTION AND DISCHARGE LINES. (8) ALL STRAINERS SHALL BE FURNISHED WITH A "ROUGHING" SCREEN AND TWO (2) SCREENS FOR NORMAL OPERATION. INSTALL STRAINER WITH ROUGHING SCREEN AND OPERATE SYSTEM FOR 24 HOURS MINIMUM (RUN DOMESTIC WATER SYSTEMS AT MAX FLOW FOR A MINIMUM OF ONE HALF (1/2) HOUR. REMOVE ROUGHING SCREEN AND INSTALL NORMAL. SCREEN, AFTER TWO WEEKS OF NORMAL OPERATION INSTALL NEW NORMAL SCREEN. B. PIPE AND FITTINGS: (1) DOMESTIC WATER, SIZE THREE INCH AND UNDER: a. PIPE: COPPER TUBE, HARD TEMPER, TYPE L. b. FITTINGS: WROUGHT COPPER, OR CAST BRONZE. c. SOLDER: 95-5 TIN - ANTIMONY. d. BELOW GROUND: TYPE "K" ANNEALED - MIN. 4 X RADIUS TOOL MADE CHANGES IN DIRECTION - WITH NO BELOW GRADE FITTINGS. (2) SOIL AND VENT PIPING, ALL SIZES: a. ABOVE GROUND: ANY OF THE FOLLOWING: (1) CAST IRON HUB AND SPIGOT, NEOPRENE GASKET. (11) CAST IRON NO HUB, NEOPRENE GASKET AND STAINLESS STEEL SLEEVE JOINT. b. COUPLINGS SHALL BE HEAVY DUTY, ALL STAINLESS STEEL: 3" WIDE 304 STAINLESS STEEL SHIELD; (4) MINIMUM STAINLESS STEEL CLAMPS; FIXED AND" FLOATING" EYELET. (I) TORQUE TO MINIMUM 30 INCH POUNDS PER MANUFACTURER'S RECOMMENDATION. (ii) HUSKY SERIES 4000 OR EQUIVALENT BY CLAMP -ALL. (Ili) DWV COPPER WITH DWV FITTINGS, SOLDER JOINT. c. UNDER GROUND: (1) CAST IRON HUB AND SPIGOT, NEOPRENE GASKET. (3) GAS PIPING: a. SIZE 2" AND SMALLER: SCHEDULE 40 STEEL WITH 150 PSI CAST -IRON THREADED FITTINGS. b. SIZE 2 -1/2" AND LARGER: SCHEDULE 40 STEEL WITH STANDARD WROUGHT, BUTT WELDED FITTINGS. MECHANICAL INSULATION: A. MATERIALS: (1) SEAL ALL PIPING WHICH IS NORMALLY COLDER THAN AMBIENT WITH VAPOR BARRIER RATED MASTIC. (2) TYPE A: FIBERGLASS PIPE INSULATION WITH SELF ADHESIVE ALL SERVICE VAPOR BARRIER JACKET. FITTINGS INSULATED WITH FIBERGLASS INSERTS IN PVC FITTING COVERS. ALL MATERIALS FLAME SPREAD 25, SMOKE DEVELOPED 50. (3) TYPE B: FLEXIBLE ELASTOMERIC CLOSED CELL PIPE INSULATION, FLAME SPREAD 25, SMOKE DEVELOPED 50. (4) TYPE C: FLEXIBLE FIBERGLASS BLANKET WITH REINFORCED KRAFTIALUMINUM FOIL VAPOR BARRIER FACING. (5) TYPE D: SEMI -RIGID FIBERGLASS BOARD WITH REINFORCED VAPOR BARRIER FACING, 3 LBSICU.FT. DENSITY. (6) TYPE E: FIBERGLASS BONDED TO FLEXIBLE ALL SURFACE JACKET. FIBERGLASS SLIT OR ORIENTED TO ALLOW CONFORMANCE TO ROUND SURFACES. DENSITY 3 LBS /CU.FT. B. APPLICATION: (1) ABOVE GROUND DOMESTIC COLD WATER. a. ALL SIZES, 1/2"THICK TYPE A OR B. (2) ABOVE GROUND DOMESTIC HOT WATER. a. LESS THAN 2-10- 1" THICK TYPE A ORB. b. 2 -1/2" AND GREATER - 1 -1/2" THICK TYPE A OR B. (3) UNDERSLAB DOMESTIC HOT WATER. a. ALL SIZES -1" THICK TYPE B. zi as . � LtAIRIA 02 1 � a I: I 6 at] MI l0ki emm 101: 'L m", SYMBOL ABBR DESCR IPTION SYMBOL FITTINGS: (�-- Iv --Q-- -� --ID -- (1Li_ Lf i' 0 AIL VALVES: - --{7q3 -- N tiq„ (,7� FC C} -- --i� �— --- ---- ABBR DESCRIPTION SYMBOL SYMBOLS: X F M1 � 1 (�j -� "+ UP_ DN 1 10. (E) (N) (R) ABBR DESCRIPTION MEDICAL MA MEDICAL AIR ...�.. ELBOW UP SECTION NO. SECTION VIEW SHEET NO. _MA— 0 OXYGEN ELBOW DOWN —O VAC VACUUM TEE UP RETAIL DESIGNATION —VAC— ---N NO NITROUS OXIDE TEE DOWN --- G NAT. GAS OUTLET PIPE CAP OR PLUG EQUIPMENT DESIGNA11ON ---�► 0 OXYGEN OUTLET GC GAS COCK —Q Y VACUUM OUTLET CO CLEANOUT PLUG ---0 MA MEDICAL AIR OUTLET HB WH HOSE BIBB, WALL HYDRANT SHEET KEY NOTES _0 MA MED AIR OUTLET VB VACUUM BREAKER POC POINT OF CONN. (COON TI NG ) NEW TO SPRINKLER HEADS RD ROOF DRAIN POD POINT OF DISCONNECTION EXISTING SPRINKLEF HEAD TO REMAIN EXISTING SPRINKLER HEAD TO RELOCATED OD OVERFLOW ROOF DRAIN ARROW INDICATES DIRECTION OF FLOW DSN DOWNSPOUT NOZZLE RISE IN DIRECTION OF FLOW -) *A EXISTING SPRINKLER HEAD TO NEW LOCA110N NEW SPRINKLER HEAD TO MATCH EXISTING SA SHOCK ARRESTOR W /BALL VALVE DROP IN DIRECTION OF FLOW FD FLOOR DRAIN TB DN AFF AFG TOP BOP I.E. VBF NTS (E) (N) (R) THRUST BLOCK DOWN ABOVE FIN. FLOOR ABOVE FIN. GRADE TOP OF PIPE (AFF) BOT. OF PIPE (AFF) INVERT ELEVATION VENT BELOW FLOOR NOT TO SCALE EXISTING NEW REMOVE OR RELOCATE PIPING: (E) CW HW T HWC SAN SAN GW Y ST ST OD OD G F DR A EXISTING PIPING EXISTING PIPING TO BE REMOVED DOMESTIC COLD WATER DOMESTIC MOT WATER TEMPERED WATER DOMESTIC HOT WATER CIRCULATING SANITARY WASTE ABOVE FLOOR SANITARY WASTE BELOW FLOOR GREASE WASTE BELOW FLOOR SANITARY VENT STORM PIPING ABOVE FLOOR STORM PIPING BELOW FLOOR STORM OVERFLOW ABOVE FLOOR STORM OVERFLOW BELOW FLOOR NATURAL GAS FIRE EQUIP. DRAIN COMPRESSED AIR PIPE SIZE/ PIPE TYPE AD AREA DRAIN -°-- (E) ---- FCO GCO FLOOR CLEANOUT GRADE CLEANOUT WCO CO WALL CLEANOUT CLEANOUT PLUG _CW-- VTR VENT THRU ROOF —HW - - -T -- - GV GATE VALVE OS &Y OUTSIDE STEM AND YOKE - --SAN— DV DRAIN VALVE W/ HOSE END CONN. —SAN— _GW- ---- BALL VALVE W/ HOSE CONNECTION CV INDICATION OF FLOW DIRECTION V _ST— PRV PRESSURE REDUCING VALVE ST SV SOLENOID VALVE — OD FCV AUTO FLOW CONTROL VALVE W/ TEST PORTS. _OD— ----G CS CIRCUIT SETTER F —DR A GLV GLOBE VALVE (STRAIGHT PATTERN - "�— GLV GLOBE' VALVE (ANGLE PATTERN) BFV BUTTERFLY BV BALL VALVE FITTINGS: - � ®� EJ EXPANSION JOINT TCV AUTOMATIC TEMP. CONTROL VALVE 2 -WAY ---- i I U UNION TCV AUTOMATIC TEMP. CONTROL VALVE 3 -WAY THERMOMETER W/THERMOWELL PV PLUG VALVE IPR TEMPERATURE PRESSURE RELIEF VALVE AV AIR VENT VALVE IN RISER --� ®�- FC FLEXIBLE PIPE CONNECTOR STR STRAINER W/ BLOW -OFF & CAPPED HOSE - END CONNECTION YFS FS FLOW SWITCH PS SWITCH RE STEAM TRAP PG PRESSURE GAUGE W /GAUGE COCK ••: • 11 • 1 s. • ?Iii • ! S• • • iS I55ut P., t. P,1 ti 2 33740 FLUM51 6 LEGEND 4 50HED 1: 17 00 MBH • r ••i N 111 "(E) 1 hit ACCESSIBLE GAS SHUT —OFF VALVE , A" : . . , . • r No SCALE B-2 ME •• MKIT67 MBH t r• •• GENERAL NOTES 101941 z r I I Le FIEL 2. VERIFY EXACT LOCATION O CONNECTION POINTS PRIOR TO C ONSTRUCTIO N. 3. ROUGH --IN AND FINAL CONNECT ALL FIXTURES, EQUIPMENT, ETC. 4. FIRESTOP ANY PENETRATION THROUGH A FIRE RATED CEILING OR WALL. VERIFY WALL FIRE RATINGS WITH ARCHITECTURAL DRAWINGS. •- • : r IF IWIM:W RA KEY NOTES E1 11 GAS LINE W/ ACCESSIBLE GAS SHUT —OFF VALVE UP TO FIREPLACE. 1_.! (E)1 h" GAS LINE IN BASEMENT. © •r MBH CONNECTED • r GAS LOAD S C H E D U LE EQUIPMENT MBTUH INPUT 0 SEA LEVEL EQUIVALENT CFH 0 SITE ALTITUDE NOTES B -1 399 479 1 B -2 399 479 1 FIREPLACE 450 540 1 COOKTOP 50 60 1 DRYER 200 240 1 DRYER 200 240 1 TOTAL 1698 2038 2 PSI 0 465 LF N 1. CFH BASE ON : 0•0 _. �_.�_..f_r..._. 1. THE GENERAL PLUMBING REQUIREMENTS ON SHEET P1.0 PERTAIN TO THE WORK OF THIS DIVISION. 2. COORDINATE ROUTING OF ALL PLUMBING PIPING BELOW SLAB WITH STRUCTURAL GRADE BEAMS, TIE BEAMS, ETC. ALLOW FOR REROUTING OF PIPING AS REQUIRED. 3. ALL REQUIRED OPENINGS IN CONCRETE BEAMS AND STRUCTURAL WALLS ARE TO BE ACCOMPLISHED USING SLEEVES PROPERLY SIZED FOR THE PIPE THEY SERVE. CORE DRILLING IN BEAMS IS NOT ALLOWED. CORE DRILLING IN PANS IS ALLOWED UPON PRIOR APPROVAL OF ARCHITECT AND STRUCTURAL ENGINEER. 4. ALL UNDERGROUND METALLIC GAS SHALL BE WRAPPED WITH 8 MIL POLYETHYLENE PLASTIC. 5. NO GAS LINES SHALL BE LOCATED BELOW BUILDING SLAB.'.' ALL GAS PIPING IN AIR PLENUMS TO BE WELDED A. PIPE INSTALLATION: (1) ALL PIPING SHALL BE ADEQUATELY SUPPORTED STRUCTURE TO PREVENT SAGGING, POCKETING, DISPLACEMENT BY MEANS OF HANGERS AND SUF TO BE SUPPORTED BY EQUIPMENT. (2) PROVIDE DIELECTRIC UNIONS BETWEEN DISSIMIL (3) WELD PIPE IN ACCORDANCE WITH APPLICABLE C WELDERS SHALL BE CERTIFIED FOR TYPE OF WO (1) GAS PIPING: a. SIZE 2" AND SMALLER: SCHEDULE 40 STEEL THREADED FITTINGS. b. SIZE 2 -1/2" AND LARGER: SCHEDULE 40 STEI WROUGHT, BUTT WELDED FITTINGS. THE BUILDING ING OR S. PIPING IS NOT . •• 150 PSI CAST-IRON l'Jly0> hi WE SCALE: 1 t8 "= I i e . ___i k 4 �' 64, , 1, , I% WE 0* JIB Q CONNECT TO PIP ROOM LEAVING MECHANICAL • !` T O FIELD VERIFY EXACT LOCATIONS O P I P ES. C ONNECT • WATER SO FTENER. BEING CONVERTED TO MG LINE PRESSURE TEST LINE PRIOR TO UPGRADE OF •• mm oll. � • s t II : ♦: ♦'�• ff • f • f •i. • e BAr5EMENT PLUMBING PL4N5 PRESSURE GAUGE W/ GAUGE COCKS PROVIDE PUMP SUPPORT AT INLET & DISCHARGE PIPING - lli ! 1111101'• J_ I 155UE: SHUTOFF VALVE �WA!5111113101 I-3mswm 2 1 " 1 " uff �� 1 40` F 110* F­-S HOT WATER TO SYSTEM COLD WATER SUPPLY �THERMOSTATIC MIXING VALVE EXPANSION JANK TACO MODEL PAX 30 j_zY4" DOWN TO NEAREST FLOOR DRAIN -PIPE RELIEF VALVE L--PIPE RELIEF VALVE • FLOOR DRAIN TO FLOOR DRAIN INDIRECT WATER HEATE gml� CARRY FULL GAS LINE SIZE SHOWN ON PLANS AND REDUCE TO EQUIPMENT CONNECTION SIZE AFTER UNION R1016*1100147.1 MWelatal 1-37MI !, • • 5 LONG MIN. CONDENSA 7-5 REMOVABLE END CAP FOR CLEANING 7,L