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HomeMy WebLinkAboutB13-0075 Plans approvedBy Da v i d Rh o a d e s at 9: 4 5 am , Ap r 05 , 20 1 3 Ap p r o v e d b y t h e De s i g n R e v i e w B o a r d By Wa r r e n Ca m p b e l l at 11 : 3 7 am , Ap r 19 , 20 1 3 Re v i e w e d f o r C o d e C o m p l i a n c e Co d e : 2 0 1 2 In t e r n a t i o n a l B u i l d i n g C o d e ( I B C ) By Ma r t i n Ha e b e r l e , CB O at 2: 1 7 pm , Ap r 19 , 20 1 3 Ap p r o v e d b y t h e De s i g n R e v i e w B o a r d By Wa r r e n Ca m p b e l l at 11 : 3 7 am , Ap r 19 , 20 1 3 Re v i e w e d f o r C o d e C o m p l i a n c e Co d e : 2 0 1 2 In t e r n a t i o n a l B u i l d i n g C o d e ( I B C ) By Ma r t i n Ha e b e r l e , CB O at 2: 2 0 pm , Ap r 19 , 20 1 3 Ap p r o v e d b y t h e De s i g n R e v i e w B o a r d By Wa r r e n Ca m p b e l l at 11 : 3 7 am , Ap r 19 , 20 1 3 Reviewed for Code Compliance Code: 2012 International Building Code (IBC) By Martin Haeberle, CBO at 2:20 pm, Apr 19, 2013 Ap p r o v e d b y t h e De s i g n R e v i e w B o a r d By Wa r r e n Ca m p b e l l at 11 : 3 7 am , Ap r 19 , 20 1 3 Re v i e w e d f o r C o d e C o m p l i a n c e Co d e : 2 0 1 2 In t e r n a t i o n a l B u i l d i n g C o d e ( I B C ) By Ma r t i n Ha e b e r l e , CB O at 2: 2 0 pm , Ap r 19 , 20 1 3 Ap p r o v e d b y t h e De s i g n R e v i e w B o a r d By Wa r r e n Ca m p b e l l at 11 : 3 7 am , Ap r 19 , 20 1 3 Re v i e w e d f o r C o d e C o m p l i a n c e Co d e : 2 0 1 2 In t e r n a t i o n a l B u i l d i n g C o d e ( I B C ) By Ma r t i n Ha e b e r l e , CB O at 2: 2 1 pm , Ap r 19 , 20 1 3 Ap p r o v e d b y t h e De s i g n R e v i e w B o a r d By Wa r r e n Ca m p b e l l at 11 : 3 8 am , Ap r 19 , 20 1 3 Re v i e w e d f o r C o d e C o m p l i a n c e Co d e : 2 0 1 2 In t e r n a t i o n a l B u i l d i n g C o d e ( I B C ) By Ma r t i n Ha e b e r l e , CB O at 2: 2 1 pm , Ap r 19 , 20 1 3 Re v i e w e d f o r C o d e C o m p l i a n c e Co d e : 2 0 1 2 In t e r n a t i o n a l B u i l d i n g C o d e ( I B C ) By Ma r t i n Ha e b e r l e , CB O at 2: 2 1 pm , Ap r 19 , 20 1 3 Project number Date Drawn by Checked by P 303.558.3145 Boulder, Colorado 2995 Baseline Road #314 Structural Engineers Studio NYL www.studionyl.com 80303 F 303.440.8536 E n t e r a d d r e s s h e r e 2/ 2 6 / 2 0 1 3 1 : 2 4 : 2 6 P M S 1 .0 GENERAL NOTES 12 0 6 4 02 - 2 6 - 2 0 13 LB M JW L L IO N S H E A D R E D E V E L O P M E N T GENERAL NOTES PROJECT SCOPE: THESE STRUCTURAL DRAWINGS MAY ONLY BE USED TO CONSTRUCT THE PROJECT LOCATED AT THE LIONSHEAD CORE AREA IN VAIL, COLORADO. BUILDING CODE: THESE PLANS HAVE BEEN PREPARED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE, (2012 EDITION). ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THIS CODE AND TOWN OF VAIL, COLORADO REQUIREMENTS. DESIGN LOADS: THIS STRUCTURE SHALL BE CLASSIFIED AS A CATEGORY II STRUCTURE AS PER TABLE 1604.5: A. DEAD LOADS ARE THE WEIGHT OF THE CONSTRUCTION MATERIALS AND SHALL BE IN ACCORDANCE WITH SECTION 1606 B. LIVE LOADS SHALL BE IN ACCORDANCE WITH SECTION 1607. OCCUPANCY OR USE UNIFORM [PSF]CONCENTRATED [LBS] PLAYGROUND 100 C. SNOW LOADS SHALL BE IN ACCORDANCE WITH SECTION 1608 DESIGN SNOW:100 PSF (IN ACCORDANCE WITH SECTION 7 OF ASCE 7) D. WIND LOADS SHALL BE IN ACCORDANCE WITH SECTION 1609 V3S 90 MPH EXPOSURE B WIND FACTOR 1.0 E. EARTHQUAKE LOADS SHALL BE IN ACCORDANCE WITH SECTION 1613 SEISMIC IMPORTANCE FACTOR 1.0 SEISMIC USE GROUP II SITE CLASS D Ss 0.294684 S1 0.069118 S DS 0.307 S D1 0.111 SEISMIC DESIGN CATEGORY B BASIC SEISMIC FORCE RESISTING SYSTEM CANILEVERED STEEL COLUMNS DESIGN BASE SHEAR 0.51 KIPS RESPONSE COEFFICIENT (Cs)0.1024 RESPONSE MODIFICATION FACTOR (R)3.00 ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE F. FROST DEPTH SHALL BE 48” CONSTRUCTION METHOD: A. THE STRUCTURAL DRAWINGS REPRESENT THE FINAL STRUCTURE. THE DRAWINGS DO NOT INDICATE THE CONTRACTORS MEANS, METHODS, TECHNIQUES, SEQUENCES OF CONSTRUCTION AND JOB SITE SAFETY. THE ENGINEER OF RECORD IS NOT RESPONSIBLE FOR THE CONTRACTOR’S FAILURE TO FOLLOW PLANS, SPECIFICATIONS, AND/OR ENGINEERING RECOMMENDATIONS, NOR IS THE ENGINEER OF RECORD RESPONSIBLE FOR ECONOMIC LOSS AND/OR DELAYS OF THE CONTRACTOR OR SUBCONTRACTORS. B. ALL CONSTRUCTION SHALL BE ADEQUATELY BRACED TO PREVENT DISTORTION AND DAMAGE DUE TO CONSTRUCTION LOADS AND NATURAL FORCES. C. THE CONTRACTOR SHALL MAKE ALLOWANCES FOR DIFFERENCE BETWEEN TEMPERATURE DURING ERECTION AND MEAN TEMPERATURE WHEN STRUCTURE IS COMPLETED AND IN SERVICE TRADE COORDINATION: A. THE STRUCTURAL DRAWINGS ARE INTENDED TO BE USED IN CONJUNCTION WITH THE ARCHITECTURAL, ELECTRICAL, MECHANICAL, PLUMBING AND SITE DRAWINGS. CONFLICTS IN DIMENSION AND INTERFERENCE SHALL BE DIRECTED TO THE ARCHITECT PRIOR TO CONSTRUCTION. SPECIFICATIONS: A. IF CONFLICT ARISES FROM THE RECOMMENDATIONS OF THESE DRAWINGS AND THOSE CONTAINED IN THE SPECIFICATIONS, THE ARCHITECT SHALL BE NOTIFIED OF THE DISCREPANCY PRIOR TO CONSTRUCTION. OPENINGS: A. OPENINGS, SLEEVES, POCKETS, ETC. SHALL NOT BE PLACED IN BEAMS, JOISTS, COLUMNS, ETC. UNLESS SPECIFICALLY DETAILED ON THE STRUCTURAL DRAWINGS. NOTIFY THE ARCHITECT WHEN DRAWINGS BY OTHERS SHOW OPENINGS, SLEEVES, POCKETS, ETC. NOT SHOWN ON THE STRUCTURAL DRAWINGS, BUT WHICH ARE LOCATED IN STRUCTURAL MEMBERS. EXISTING CONDITIONS: A. THE EXISTING CONDITIONS DEPICTED ON THESE DRAWINGS ARE BASED ON THE BEST AVAILABLE INFORMATION AND SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. STRUCTURAL LAYOUT: A. ALL CONCRETE & STEEL MEMBERS ARE CENTERED ON GRIDS UNLESS DIMENSIONED OTHERWISE ON PLANS. B. REFER TO ARCHITECTS DRAWINGS TO RELATE 100'-0" TO SITE DATUM. CONSTRUCTED STRUCTURE: THE CONTRACTOR SHALL CONSTRUCT THE STRUCTURE IN ACCORDANCE WITH THE STRUCTURAL CONTRACT DOCUMENTS. IF THE CONTRACTOR DEVIATES FROM THIS THE CONTRACTOR IS RESPONSIBLE FOR SUBMITTING A PROPOSED REPAIR TO THE ENGINEER OF RECORD FOR REVIEW PRIOR TO MAKING THAT REPAIR, AND THEN COMPLETING THE APPROVED REPAIR TO THE SATISFACTION OF THE ENGINEER OF RECORD. FOUNDATIONS GEOTECHNICAL INVESTIGATION: A. A GEOTECHNICAL REPORT BY KOECHLEIN CONSULTING ENGINEERS, INC. OF LAKEWOOD, CO DATED JULY 2, 2012 (# 02-058) IS AVAILABLE. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH ALL OF THE REPORT REQUIREMENTS. THE FOLLOWING DESIGN PARAMETERS HAVE BEEN ASSUMED BASED ON THIS REPORT. SHOULD THE FOLLOWING DESIGN PARAMETERS VARY FROM THOSE OF THE GEOTECHNICAL REPORT, THE MORE STRINGENT REQUIREMENTS SHALL APPLY. IF CONDITIONS DIFFER FROM THOSE PRESENTED HEREIN, THE ARCHITECT SHALL BE NOTIFIED BEFORE CONTINUATION OF THE WORK. SPREAD FOOTINGS: A. FOOTINGS HAVE BEEN DESIGNED FOR A NET ALLOWABLE SOIL BEARING PRESSURE OF 6000 PSF B. SUBGRADE SHALL BE INSPECTED AND SIGNED OFF BY A COLORADO STATE REGISTERED GEOTECHNICAL ENGINEER TO VERIFY THE ABOVE BEARING CAPACITIES IMMEDIATELY PRIOR TO THE FOOTINGS BEING CONSTRUCTED. C. BOTTOMS OF FOOTINGS SHALL BE A MINIMUM OF 4'-0" BELOW FINISHED GRADE. D. FOOTINGS SHALL BE CONSTRUCTED ON UNDISTURBED NATURAL SOIL, OR ON COMPACTED STRUCTURAL FILL MATERIAL PER GEOTECH RECOMMENDATIONS. COMPACTED FILL: A. USE ONLY APPROVED, NON-EXPANSIVE, GRANULAR MATERIAL AS FILL AS RECOMMENDED BY THE SUPERVISING GEOTECHNICAL ENGINEER. B. SUBGRADE COMPACTION SHALL BE MADE AS RECOMMENDED BY THE GEOTECHNICAL ENGINEER. PERIMETER DRAIN AND/OR UNDERSLAB DRAIN: A. REFER TO GEOTECH REPORT FOR DETAILS OF ANY PERFORATED, PERIMETER DRAINS AROUND ALL FOUNDATION WALLS, OR FOR AN UNDERSLAB DRAIN. EXTERIOR GRADE: A. SLOPE PERIMETER GRADE AWAY FROM BUILDINGS AS RECOMMENDED BY THE GEOTECHNICAL ENGINEER. ANCHOR BOLTS: A. FOR STEEL COLUMNS SHALL BE 1" DIA. AS PER ASTM F1554-99. GR. 36 UNO. B. FOR STEEL COLUMNS SHALL PROTRUDE A MINIMUM OF 2" ABOVE COLUMN BASE PLATE UNO. STRUCTURAL SUBMITTALS AND SHOP DRAWINGS: GENERAL REQUIREMENTS: A. THE APPROVAL OF THE STRUCTURAL ENGINEER OF RECORD MUST BE SECURED ON ALL STRUCTURAL SUBMITTALS. B. DO NOT REPRODUCE CONTRACT DOCUMENTS OR COPY STANDARD PRINTED INFORMATION AS THE BASIS OF SHOP DRAWINGS C. VERIFY ALL FOUNDATION, ROOF, FLOOR AND WALL OPENINGS WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS D. CONTRACTOR SHALL REVIEW AND STAMP ALL SHOP DRAWINGS PRIOR TO SUBMITTAL. ANY ITEMS NOT IN ACCORDANCE WITH THE CONTRACT DOCUMENTS SHALL BE FLAGGED BY THE CONTRACTOR. E. THE SHOP DRAWINGS DO NOT REPLACE THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL MAKE SURE THE STRUCTURE IS CONSTRUCTED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. F. ALL DIMENSIONS AND ELEVATIONS TO BE VERIFIED BY THE ARCHITECT. G. ALLOW A MINIMUM OF TWO WEEKS FOR ENGINEER REVIEW, PRIOR TO FABRICATION OR CONSTRUCTION. H. SUBMIT TWO COPIES OF ALL SHOP DRAWINGS. THE STRUCTURAL ENGINEER OF RECORD WILL MARK AND RETURN ONE COPY AND RETAIN ONE COPY AS A RECORD SET. ITEMS TO BE SUBMITTED FOR REVIEW: A. PROVIDE CONCRETE REINFORCING BAR SCHEDULES, ELEVATIONS AND STEEL EMBED DRAWINGS. PROVIDE PRODUCT DATA, CONCRETE MIX DESIGNS AND SUBMITTALS AS REQUIRED BY ACI 301. B. PROVIDE STRUCTURAL STEEL SHOP DRAWINGS INCLUDING ANCHOR BOLT LAYOUT & DETAILS. PROVIDE STEEL MILL CERTIFICATES, WELDING CERTIFICATES AND SUBMITTALS REQUIRED BY AISC "MANUAL OF STEEL CONSTRUCTION". SPECIAL STRUCTURAL INSPECTION (SPECIAL INSPECTOR SHALL BE EMPLOYED DIRECTLY BY THE OWNER): GENERAL REQUIREMENTS: A. SPECIAL STRUCTURAL INSPECTIONS SHALL COMPLY WITH CHAPTER 17 OF THE INTERNATIONAL BUILDING CODE. B. SPECIAL STRUCTURAL INSPECTION IS REQUIRED IN ADDITION TO ANY INSPECTIONS REQUIRED BY THE LOCAL BUILDING DEPARTMENT OR GOVERNING OFFICIAL. C. SPECIAL STRUCTURAL INSPECTIONS SHALL BE PERFORMED ON, BUT ARE NOT LIMITED TO THE FOLLOWING ITEMS: STRUCTURAL WELDING: PER SECTION 1704.3.1 A. ALL WELDING INSPECTIONS SHALL BE COMPLETED BY AN AWS CERTIFIED INSPECTOR. B. ALL WELDS SHALL BE VISUALLY INSPECTED. 100% OF ALL GROOVE WELDS SHALL RECEIVE RADIOGRAPHIC OR ULTRASONIC TESTING. MAGNETIC PARTICLE TEST 20% OF ALL FILLET WELDS. C. NON-DESTRUCTIVE TESTING OF ALL COMPLETE PENETRATION WELDS. D. VERIFICATION OF CURRENT WELDER’S CERTIFICATION. E. WELD INSPECTION OF SHOP FABRICATIONS CONCRETE: PER SECTION 1704.4 A. DURING THE TAKING OF TEST SPECIMENS. B. DURING THE PLACEMENT OF REINFORCED CONCRETE C. POSITION OF ALL REINFORCING STEEL, ANCHOR BOLTS AND EMBED PLATES PRIOR TO AND DURING THE PLACEMENT OF THE CONCRETE EXPANSION, EPOXY AND ADHESIVE ANCHORS: A. DURING THE PLACEMENT OF ALL ANCHORS. B. ALL ANCHORS TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS AND APPLICABLE ICBO REPORTS. DUTIES AND RESPONSIBILITIES OF THE SPECIAL STRUCTURAL INSPECTOR: A. THE SPECIAL STRUCTURAL INSPECTOR SHALL OBSERVE THE WORK ASSIGNED FOR CONFORMANCE TO THE APPROVED DESIGN DRAWINGS AND SPECIFICATIONS. B. THE SPECIAL STRUCTURAL INSPECTOR SHALL REPORT TO THE CONTRACTOR UPON ARRIVING ON SITE TO DETERMINE WHETHER ANY DESIGN TEAM COMMUNICATIONS TO THE CONTRACTOR AFFECT THE WORK TO BE REVIEWED. THE SPECIAL STRUCTURAL SHALL LEAVE A COPY OF EACH OF HIS REPORTS WITH THE CONTRACTOR UPON LEAVING SITE. C. THE SPECIAL STRUCTURAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL, THE ENGINEER OR ARCHITECT OF RECORD, AND OTHER DESIGNATED PERSONS WITHIN 24 HOURS. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN, IF UNCORRECTED, TO THE PROPER DESIGN AUTHORITY AND TO THE BUILDING OFFICIAL. D. THE SPECIAL STRUCTURAL INSPECTOR IS NOT AUTHORIZED TO APPROVE ANY CHANGES TO THE CONTRACT DOCUMENTS. ANY VARIATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTOR AND ENGINEER OR ARCHITECT OF RECORD. E. THE CONTRACTOR SHALL PROVIDE SAFE ACCESS TO ALL ITEMS REQUIRING SPECIAL STRUCTURAL INSPECTION. THIS SHALL INCLUDE, BUT IS NOT LIMITED TO LADDERS, SCAFFOLDING AND MAN LIFTS. F. THE SPECIAL STRUCTURAL INSPECTOR SHALL SUBMIT A FINAL SIGNED REPORT STATING WHETHER THE WORK REQUIRING SPECIAL INSPECTION WAS, TO THE BEST OF THE INSPECTOR’S KNOWLEDGE, IN CONFORMANCE TO THE APPROVED PLANS AND SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE CODE. CONCRETE: GENERAL REQUIREMENTS: A. 28-DAY COMPRESSIVE STRENGTH FOR CONCRETE SHALL BE AS PER CONCRETE SCHEDULE. B. MAXIMUM CONCRETE SLUMP SHALL BE AS AS PER CONCRETE SCHEDULE. C. TOTAL AIR CONTENT (INCLUDING BOTH ENTRAPED AND ENTRAINMENT AIR) SHALL BE AS FOLLOWS AS PER CONCRETE SCHEDULE. D. MAX WATER CEMENT RATIO SHALL BE AS PER CONCRETE SCHEDULE. E. CEMENTITIOUS CONTENT SHALL BE REPLACED BY 15% MIN FLY ASH BY WEIGHT F. ALL CONCRETE SHALL COMPLY WITH AND BE MIXED, TRANSPORTED AND PLACED IN ACCORDANCE WITH ACI 318, AC1 301 “SPECIFICATION FOR STRUCTURAL CONCRETE” AND CRSI’S “MANUAL OF STANDARD PRACTICE”. G. ALL CONCRETE SHALL BE CONSTRUCTED WITHIN THE TOLERANCES SPECIFIED IN ACI STANDARD 117. H. ALL VERTICAL SURFACES OF CONCRETE SHALL BE FORMED. I. SLAB-ON-GROUND SHALL BE AS INDICATED ON THE DRAWINGS. UNLESS OTHERWISE INDICATED, SLAB SHALL BE FINISHED IN ACCORDANCE WITH ACI STANDARD 302 FOR CLASS 2 FLOORS. J. CEMENT TO BE TYPE I/II (UNO), OR AS RECOMMENDED BY GEOTECHNICAL ENGINEER FOR BELOW GRADE CONSTRUCTION. K. ALL OPENINGS THROUGH CONCRETE MARKED ON THESE DRAWINGS SHALL HAVE (2)-#5 BARS AROUND EACH FACE OF THE OPENING AND EXTENDING A MINIMUM OF 2'-0" BEYOND EACH EDGE OF THE OPENING. L. ALLOW 7 DAYS CURING FOR CONCRETE AND GROUT BEFORE EXCAVATING ADJACENT SEGMENTS. M. CONTRACTOR SHALL NOTIFY STRUCTURAL ENGINEER 48 HRS. (AND A MINIMUM OF 24 HRS.) PRIOR TO ANY CONCRETE PLACEMENT. CONCRETE REINFORCING: A. DETAIL ALL BARS IN ACCORDANCE WITH THE LATEST EDITIONS OF THE ACI DETAILING MANUAL AND ACI BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE B. PROVIDE ALL ACCESSORIES NECESSARY TO SUPPORT REINFORCING AT POSITIONS SHOWN ON THE PLANS C. ALL REINFORCING BARS SHALL BE OF NEW BILLET STEEL CONFORMING TO ASTM A615, GRADE 60 FOR #4, #5, #6 & #7 BARS. GRADE 40 FOR #3 BARS. GRADE 60 BARS SHALL NOT BE FIELD-BENT. D. REINFORCING STEEL SHALL BE PLACED TO PROVIDE THE FOLLOWING MINIMUM CONCRETE COVER TO OUTSIDE FACE OF REBAR IN ACCORDANCE WITH ACI 318: SLAB-ON-GRADE MID DEPTH OF SLAB UNO FOOTINGS, WALLS, GRADE BEAMS 2" (3" BOTTOM) E. REBAR SPLICES SHALL CONSIST OF TIED LAPS AT LEAST 50 BAR DIAMETERS IN ALL CASES. OFFSET SPLICE LOCATION FOR BARS IN ONE LAYER BY AT LEAST 24 INCHES. F. ALL WELDED WIRE MESH SHALL BE 6x6-W1.4xW1.4 (UNO) CONFORMING TO ASTM A185. G. PROVIDE 6x6-W1.4xW1.4 WWF AS MINIMUM REINFORCING IN MECHANICAL HOUSEKEEPING PADS. SEE MECHANICAL DRAWINGS FOR PAD SIZES, LOCATIONS AND PADS REQUIRING GREATER REINFORCING H. ALL STIRRUPS SHALL HAVE A MINIMUM OF 2-#4 HORIZONTAL TOP REINFORCING BARS PROVIDED AS SUPPORT WHEN NO OTHER HORIZONTAL REINFORCING IS SHOWN ON DETAILS. I. ALL REINFORCING BARS, ANCHOR BOLTS AND OTHER CONCRETE INSERTS SHALL BE WELL SECURED IN POSITION PRIOR TO PLACING CONCRETE. J. ALL WELDING OF REINFORCING BARS SHALL BE IN COMPLIANCE WITH AWS D1.4-98 STRUCTURAL STEEL: GENERAL REQUIREMENTS: A. STEEL CONSTRUCTION SHALL CONFORM TO AISC "MANUAL OF STEEL CONSTRUCTION" (NINTH EDITION) AND SHALL BE FABRICATED AND INSTALLED IN ACCORDANCE WITH AISC "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES" LATEST EDITION. B. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING ASTM SPECIFICATIONS: BEAMS (W)A992 PIPES (HSS)A53, TYPE E, GRADE B ANGLES (L)A36 TUBES (HSS)A500, GRADE B PLATES (PL)A36 CHANNELS (C)A36 STEEL CASTINGS A148, GRADE 50 C. ALL BOLTED CONNECTIONS SHALL BE MADE USING A325-N BOLTS, 3/4" DIAMETER (UNO) INSTALLED IN ACCORDANCE WITH "SPECIFICATIONS FOR STRUCTURAL JOINTS USING A325 OR A490 BOLTS" LATEST EDITION, UNLESS OTHERWISE DETAILED. MINIMUM OF TWO BOLTS PER CONNECTION. ALL BOLT HOLES TO BE 1/16" LARGER IN DIAMETER THAN NOMINAL SIZE OF BOLT. ALL BASE PLATE BOLT HOLES TO BE 3/16" LARGER IN DIAMETER THAN NOMINAL SIZE OF ANCHOR BOLT. D. ALL STEEL SHALL BE SHOP PAINTED WITH A PRIMER. ALL WELDS AND BARE SPOTS SHALL RECEIVE TOUCHUP PAINT. FINISH COAT PAINT TO ARCHITECTURAL DETAILS. F. ALL STRUCTURAL STEEL SURFACES ENCASED IN CONCRETE OR WITH SPRAYED ON FIREPROOFING, SHALL BE LEFT UNPAINTED. ALL STRUCTURAL STEEL SHALL BE FIREPROOFED IF REQUIRED PER ARCHITECT'S DETAILS. G. DURING ERECTION, APPROVED TEMPORARY BRACING SHALL BE INSTALLED AS REQUIRED TO PREVENT DISTORTION OF DAMAGE TO THE FRAMEWORK DUE TO THE ERECTION FORCES. COLUMN BASE PLATES ARE TO BE SHIMMED ON ALL SIDES PRIOR TO GROUTING, NOT WITH A CENTRAL SHIM. H. HEAVY ROLLED SECTIONS (GROUPS 4 & 5) AND BUILT‑UP MEMBERS USING PLATES WITH A THICKNESS OF 2 IN. OR GREATER SUBJECTED TO TENSILE OR FLEXURAL STRESSES SHALL CONFORM TO ASTM A6. WELDS ON SUCH MEMBERS SHALL CONFORM TO ASTM A6, SUPPLEMENTARY REQUIREMENT S5 AND ASTM A572 WITH SUPPLEMENTARY REQUIREMENT S91. SUPPLEMENTARY REQUIREMENT S5 CHARPY V‑NOTCH TESTING SHALL MEET A MINIMUM AVERAGE VALUE OF 20 FT‑LBS. ABSORBED ENERGY AT 70 F AND SHALL BE CONDUCTED IN ACCORDANCE WITH ASTM A673. I. ALL STEEL PERMANENTLY EXPOSED TO EARTH OR WITH CONCRETE CAST AROUND IT SHALL BE COATED IN ZINC RICH PAINT OR ASPHALTIC MASTIC. J. PROVIDE 3/16" CAP PLATE AT ALL EXPOSED ENDS OF HSS MEMBERS. WELDING: A. ALL WELDING SHALL BE PERFORMED IN ACCORDANCE WITH THE STANDARDS OF THE AMERICAN WELDING SOCIETY. ELECTRODES MUST MEET E70XX SERIES REQUIREMENTS, LOW HYDROGEN WITH MINIMUM TENSILE STRESS OF 70,000 PSI. ELECTRODES SHALL BE PRODUCED AND STORED IN ACCORDANCE WITH AWS D1.1 SECTIONS 4.5 OR 4.12. B. STEEL FABRICATOR SHALL PROVIDE A FIRE WATCH DURING ALL FIELD-WELDING OPERATIONS. C. MINIMUM WELD SIZE SHALL NOT BE LESS THAN 3/16" CONTINUOUS FILLET WELD, UNO D. ALL WELDERS ARE TO BE LICENSED AND CERTIFIED TO AWS STANDARDS. E. REPORTS OF EACH WELD TEST SHALL BE GIVEN TO THE STRUCTURAL ENGINEER. NO FAILED WELD SHALL BE PERMITTED TO REMAIN IN SERVICE. IT IS THE RESPONSIBILITY OF THE TESTING LABORATORY TO PROVIDE TIMELY NOTICE OF FAILED TESTS TO THE CONTRACTOR. F. WELDING SHALL PROGRESS IN A MANNER, WHICH BALANCES THE STRESSES IN THE MEMBERS, IN ACCORDANCE WITH AWS. G. PREHEATING REQUIREMENTS FOR BASE METALS SHALL FOLLOW AWS GUIDELINES. H. THE WELD METAL MATERIAL SHALL MEET THE PROPERTIES OF THE BASE METAL. I. WELDED SPLICES AND CONNECTIONS FOR HEAVY ROLLED SHAPES (GROUPS 4 & 5) AND PLATES EXCEEDING 2 IN. THICKNESS SUBJECTED TO TENSILE OR FLEXURAL STRESS SHALL BE PERFORMED AS PER SECT. J1.7, J1.8, J2.6, J2.7 AND M2.2 OF THE SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS, ALLOWABLE STRESS DESIGN AND PLASTIC DESIGN LATEST EDITION. Reviewed for Code Compliance Code: 2012 International Building Code (IBC) By Martin Haeberle, CBO at 2:21 pm, Apr 19, 2013 CONCRETE MIX SCHEDULE CO N C R E T E M I X T Y P E INTENDED USE 28 D A Y S T R E N G T H , f c ( K S I ) CO N C R E T E W E I G H T MA X W / C R A T I O , I N C L U D I N G F L Y A S H MI N C E M E N T M A T E R I A L ( # / C Y ) , I N C L U D I N G F L Y A S H MA X A G G R E G A T E S I Z E ( I N ) , N O T E a S L U M P L I M I T S ( I N ) , T O L E R A N C E = + 1 1/2", - 1 1/2" TO T A L A I R C O N T E N T ( % ) , N O T E b CE M E N T T Y P E RE Q U I R E S A D M I X T U R E S , N O T E c OT H E R R E Q U I R E M E N T S , N O T E d 1 DRILLED PIERS 4 NWC -470176 I / IINOTE e HRNP 2 FOOTINGS 4 NWC -470 3/4 45 I / II AE- 3 WALLS, COLUMNS 5 NWC0.50517 3/8 4-I / II MRWRA- 4STRUCTURAL SLABS AND BEAMS 5 NWC 0.50517 3/4 4NP I / II -- 5 ALL CONC. EXPOSED TO WEATHER OR DEICERS: BEAMS, SLABS, WALLS, COLUMNS [PARKING STRUCTURES, LOADING DOCKS, SITE WALLS] 4 NWC0.40564 3/4 4 6I / II AE, WRA- 6INT TOPPING SLABS, SLABS ON DECK 4 LWC 0.50517 3/4 4NP I / II -- 7 INT SLAB ON GRADE 4NWC -5171 4NP I / II -- 8 SLAB ON GRADE WITH MOISTURE SENSITIVE FLOORING 4 NWC 0.4551714NP I / II WRA- 9 ALL CONC OTHERWISE NOT SPECIFIED 4 NWC [LWC] 0.50517 3/4 4 6I / II AE- CONCRETE MIX TABLE NOTES: a. FOR THE MAXIMUM COURSE AGGREGATE SIZE INDICATED, USE THE FOLLOWING AGGREGATE SIZE NUMBERS PER ASTM C33. 3/8": #8 AGGREGATE 3/4": #67 AGGREGATE 1": #57 AGGREGATE b. TOTAL AIR CONTENT LIMITS INCLUDE BOTH ENTRAINED AND ENTRAPPED AIR +/- 1 1/2%. 'NP' IN COLUMN INDICATES ADDITION OF ENTRAINED AIR IS NOT PERMITTED. c. ABBREVIATIONS FOR THE REQUIRED ADMIXTURES AS FOLLOWS: AE = AIR-ENTRAINING ADMIXTURE. DO NOT USE ENTRAINED AIR FOR STEEL TROWELED FINISHED FLOORS. WRA = WATER REDUCED ADMIXTURE. MRWRA = MID-RANGE WATER REDUCING ADMIXTURE, MAXIMUM SLUMP = 6". HRWRA = HIGH-RANGE WATER REDUCING ADMIXTURE, MAXIMUM SLUMP = 8". d. ABBREVIATIONS FOR OTHER REQUIREMENTS AS FOLLOWS: FRC = FIBER REINFORCED CONCRETE. MSS = MAXIMUM SHRINKAGE STRAIN LIMITED, RE: SPECS. FA = FLY ASH NOT PERMITTED. FAR = FLY ASH REQUIRED. HRNP = HIGH RANGE WATER REDUCING ADMIXTURE SHALL NOT BE USED TO OBTAIN HIGH SLUMP UNLESS DATA ARE SUBMITTED DEMONSTRATING SLUMP IS NOT LOST UNTIL CONCRETE IS OVER 90 MINUTES OLD. e. FOR DRILLED PIERS CASED DURING CONSTRUCTION PROVIDE CONCRETE MIX WITH FLOWABILITY TO PREVENT ARCHING WHEN CASING IS PULLED. f. FOR CONCRETE PLACED BY PUMPING PROVIDE CONCRETE MIX FLOWABILITY TO FACILITATE PUMPING. ENTRAINED AIR AMY BE USED IF IT CAN BE SHOWN THAT THE FLOOR WILL HAVE A FINISH ACCEPTABLE TO THE ARCHITECT WITHOUT BLISTERS. REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION REFERENCE IBC 2009, TABLE 1704.3 TASK CONTINUOUSPERIODIC 1. MATERIAL VERIFICATION OF HIGH-STRENGTH BOLTS, NUTS AND WASHERS: A. IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDS SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS.-X B. MNFR'S CERTIFICATE OF COMPLIANCE REQ'D.-X 2. INSPECTION OF HIGH-STRENGTH BOLTING: A. SNUG-TIGHT BOLTS.-X B. PRETENSIONED AND SLIP-CRITICAL JOINTS USING TURN-OF-NUT W/ MATCHMARKING, TWIST-OFF BOLT OR DIRECT TENSION INDICATOR METHODS OF INSTALLATION -X 3. MATERIAL VERIFICATION OF STRUCTURAL STEEL & COLD-FORMED STEEL DECK: A. FOR STRUCTURAL STEEL, IDENTIFICATION MARKINGS TO CONFORM TO AISC 360.-X C. MNFR'S CERTIFIED MILL TEST REPORTS.-X 4. MATERIAL VERIFICATION OF WELD FILLER MATERIALS: A. IDENTIFICATION MARKINGS TO CONFORM TO AWS SPECIFICATIONS IN THE APPROVED CONSTRUCTION DOCUMENTS.-X B. MNFR'S CERTIFICATE OF COMPLIANCE REQ'D.-X 5. INSPECTION OF WELDING: A. STRUCTURAL STEEL AND COLD-FORMED STEEL DECK: 1) COMPLETE AND PARTIAL JT PEN GROOVE WELDS.X - 2) MUILTIPASS FILLET WELDS.X - 3) SINGLE PASS FILLET WELDS > 5/16"X - 5) SINGLE PASS FILLET WELDS ≤ 5/16"-X 6) FLOOR AND ROOF DECK WELDS -X B. REINFORCING STEEL: 1) VERIFICATION OF WELDABILITY OF REINFORCING STEEL OTHER THAN ASTM A706 -X 2) REINFORCING STEEL RESISTING FLEXURAL AND AXIAL FORCES IN INTERMEDIATE AND SPECIAL MOMENT FRAMES, AND BOUNDARY ELEMENTS OF SPECIAL STRUCTURAL WALLS OF CONCRETE AND SHEAR REINFORCEMENT. X - 3) SHEAR REINFORCEMENT X - 4) OTHER REINFORCING STEEL -X 6. INSPECTION OF STEEL FRAME JOINT FOR COMPLIANCE: A. DETAILS SUCH AS BRACING AND STIFFENING -X B. MEMBER LOCATIONS -X C. APPLICATION OF JOINT DETAILS AT EACH CONNECTION -X REQUIRED VERIFICATION AND INSPECTION OF SOILS REFERENCE IBC 2009, TABLE 1704.7 TASK CONTINUOUSPERIODIC 1. VERIFY MATERIALS BELOW FOOTINGS ARE ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY.-X 2. VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED PROPER MATERIAL.-X 3. PERFORM CLASSIFICATION AND TESTING OF CONTROLLED FILL MATERIALS.-X 4. VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT THICKNESSES DURING PLACEMENT AND COMPACTION OF CONTROLLED FILL.X - 5. PRIOR PLACEMENT OF COMPACTED FILL, OBSERVE SUBGRADE AND VERIFY THAT SITE HAS BEEN PREPARED PROPERLY.-X SPECIAL INSPECTION NOTES 1. SPECIAL INSPECTION: 1A. SPECIAL INSPECTION SHALL BE PROVIDED PER IBC 2009 SECTION 110 AND CHAPTER 17. THE LISTS BELOW AREA SUMMARY OF REQUIRED VERIFICATIONS AND INSPECTIONS. 1B. REFER TO THE SPECIFICATIONS FOR DETAILED TESTING REQUIREMENTS. 2. DEFINITIONS: 2A. CONTINUOUS SPECIAL INSPECTION IS THE FULL-TIME OBSERVATION OF WORK BY THE SPECIAL INSPECTOR PRESENT IN THE AREA WHERE THE WORK HAS BEEN OR IS BEING PERFORMED AND AT THE COMPLETION OF WORK. 2B. PERIODIC SPECIAL INSPECTION IS THE PART-TIME OR INTERMITTENT OBSERVATION OF WORK BY THE SPECIAL INSPECTOR PRESENT IN THE AREA WHERE THE WORK HAS BEEN OR IS BEING PERFORMED AND AT THE TIME OF COMPLETION. C. PRETENSIONED AND SLIP-CRITICAL JOINTS USING TURN-OF-NUT W/O MATCHMARKING OR CALIBRATED WRENCH METHODS OF INSTALLATION X- B. FOR OTHER STEEL, IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDS SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS. -X 4) PLUG AND SLOT WELDS X - REQUIRED VERIFICATION AND INSPECTION OF CONC. CONSTRUCTION REFERENCE IBC 2009, TABLE 1704.4 TASK CONTINUOUSPERIODIC 1. INSPECTION OF REINFORCING STEEL, INCLUDING PRESTRESSING TENDONS AND PLACEMENT.-X 2. INSPECTION OF REINFORCING STEEL, WELDING IN ACCORDANCE WITH IBC 2009, TABLE 1704.3, ITEM 5b.-- 3. INSPECT BOLTS TO BE INSTALLED IN CONCRETE PRIOR TO AND DURING PLACEMENT OF CONCRETE WHERE ALLOWABLE LOADS HAVE BEEN INCREASED OR WHERE STRENGTH DESIGN IS USED. X - 4. VERIFYING USE OF REQUIRED DESIGN MIX.-X 6. AT THE TIME FRESH CONCRETE IS STAMPED TO FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND CONTENT TESTS, AND DETERMINE THE TEMPERATURE OF THE CONCRETE. X - 7. INSPECTION OF CONCRETE AND SHOTCRETE PLACEMENT FOR PROPER APPLICATION TECHNIQUES.X - 8. INSPECTION FOR MAINTENANCE OF SPECIFIED CURING TEMPERATURES AND TECHNIQUES.-X 9. INSPECTION OF PRESTRESSED CONCRETE: A. APPLICATION OF PRESTRESSING FORCES.X - B. GROUTING OF BONDED PRESTRESSING TENDONS IN THE SEISMIC FORCE RESISTING SYSTEM.X - 10. ERECTION OF PRECAST CONCRETE MEMBERS.-X 11. VERIFICATION OF IN-SITU CONCRETE STRENGTH, PRIOR TO STRESSING OF TENDONS IN POST-TENSIONED CONCRETE AND PRIOR TO REMOVAL OF SHORES AND FORMS FROM BEAMS AND STRUCTURAL SLABS. -X 12. INSPECT FORM WORK FOR SHAPE, LOCATION AND DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED.-X 5. INSPECTION OF ANCHORS INSTALLED IN HARDENED CONCRETE -X Pr o j e c t n um b e r Da t e Dr a w n b y Ch e c k e d b y P 303.558.3145 Boulder, Colorado 2995 Baseline Road #314 Structural Engineers Studio NYL www.studionyl.com 80303 F 303.440.8536 E n t e r a d d r e s s h e r e 2/ 2 6 / 2 0 1 3 1 : 2 4 : 2 8 P M S 1 .1 ABBREVIATIONS & SYMBOL LEDGEND 12 0 6 4 02 - 2 6 - 2 0 13 LB M JW L L IO N S H E A D R E D E V E L O P M E N T STANDARD SYMBOLS LEGEND X " - X '-X " X'-X " (T Y P )(U N O ) WLWIND LOAD WINDOWWDW W/ W/O WITH WITHOUT SLSNOW LOAD GEOTECHNICAL GRID LINE GYPSUM BOARD GIRDER TRUSS HIP TRUSS AND AIR CONDITIONING HOLLOW STRUCTURAL TUBE HEATING, VENTILATING GEOTECH DIAMETER BRIDGING ‑/DIA BRDG @AT BLDG C CIP CONT CLR COL CONC CMU CJ BOFBOTTOM OF FOOTING BOTTOM BEARING BTM BRG ANCHOR BOLT BLOCKING BOTTOM OF CONCRETE BUILDING EXPANSION JOINTBEJ BLKG BMBEAM AB BOC ADJUSTABLE ARCHITECT/ENGINEER ALTERNATE ARCHITECT ALT A/E ARCH AFF ADJ CONTROL JOINT ESTIMATED EQUAL, EQUALLYEQ EST GAGE GALVANIZED GA GALV HSS COLUMN CONTINUOUS CONCRETE CLEAR ENGINEERENGR EACH WAY EACH FACE ELEVATION EF EW EL\ELEV CAST IN PLACE BUILDING CENTERLINE DOWEL DRAWING DWL DWG DEADLOAD DIMENSION DETAIL DIAGONAL DL DIM DET DIAG F/F FINISHED FLOOR ELEVFFL FACE TO FACE FIELD VERIFYFV HT HVAC EXPANSION JOINTEXP JT EXISTING EXPANSION (E) EXP GYP BD L GT NOT APPLICABLEN/A LONG LEG HORIZONTALLLH TOP & BOTTOM TOP OF CAISSON TOP OF CONCRETE TOP OF SLAB TOP OF STEEL TOP OF WALL TRUSS BEARING TONGUE AND GROOVE TOP OF LEDGE PERP PERIM R/RAD PRELIM ODOUTSIDE DIAMETER MEZZANINE LFLINEAR FOOT MEZZ MONO TRUSS MINIMUM MISCELLANEOUS LLLIVE LOAD MISC MT MIN OFOUTSIDE FACE LONG LEG VERTICAL MECHANICAL MAXIMUM LT LW LP LH MECH LIGHT LIGHT WEIGHT LAYOUT POINT LEFT HAND MAX JST JT IF JOIST JOINT INSIDE FACE LLV OC OH OPP OPPOSITE HAND ON CENTER OPPOSITE NW NF NO/# NTS NIC NOM NOT IN CONTRACT NOT TO SCALE NNORTH NUMBER NEAR FACE NORMAL WEIGHT NOMINAL RADIUS SECTION SCISSOR TRUSS SECT ST TB TYPTYPICAL REINFORCEMENT PRELIMINARY ROUGH OPENINGRO SAW CUT JOINTSCJ PERPENDICULAR PLATEPLT/P PERIMETER REINF STRUCTURAL STDSTANDARD STL STRUCT STEEL STAGSTAGGERED TOS T&G TSL TOW TOL SPECIFICATIONSSPEC SIM SSOUTH SIMILAR TCA TOC TEMP THK T&B TEMPORARY THICKNESS WELDED WIRE FABRICWWF WWEST UNLESS NOTED OTHERWISE VERTVERTICAL UNO ABBREVIATIONS COMPLETE JOINTCJP GENERAL STRUCT NOTESGSN LENGTH AFTER WELDINGLAW L GLULAM BEAMGLB VERIFY IN FIELDVIF UNDERSIDEU/S REQUIREDREQD JBJOIST BEARING BRACED FRAMEBF G SWSHEARWALL SOGSLAB ON GRADE BPBEAM POCKET EASTE DEPRESSIONDEP REFER TORE: TBD TO BE DETERMINED ABRV DESCRIPTION ABRV DESCRIPTION FOOTINGFTG COORDCOORDINATE L (N)NEW ABRV WORKING POINTWP HANGERHGR AND/OR/ HORIZONTALHORIZ ABBREVIATION CONCRETE MASONRY UNIT ABOVE FINISHED FLOOR - SHEATHING BRG WALL NO HATCHGRID-LINE SYMBOL PIER DRAWING REFERENCE DRILLED PIER SYMBOL/NOTATION TOP OF PIER ELEV PENETRATION DIAMETER - TRIMMER/KING STUD DRAWING/DETAIL IDENTIFICATION SYMBOLS - MEMBER @ BEARING CONDITION - MEMBER @ HANGER CONDITION - VOID FORM (SECTION VIEW) - TRIMMER/KING STUDS OR BEARING MULTI-PLY 2x WOOD STUDS/POSTS - NOMINAL WOOD LUMBER - MICRO-LAM/ RIM BOARD - NOMINAL WOOD POST - HSS COLUMN - STEEL COLUMN KEY NOTE/ID TAG SYMBOLS - DEPRESSION IN FOUNDATION WALL OPEN - VOID FORM (FRONT VIEW) - HANGER - SLOPESLOPE MISC. SYMBOLS MATCHLINE SYMBOL MATCHLINE MATCHLINE HATCH PATTERNS CMU SWX - CMU WALL - BEARING WALL - SHEARWALL - STEEL - GROUT/SAND - GRAVEL - EARTH - CONCRETE - FRAMING MEMBER ID TAG - SQUARE KEY NOTE - CIRCULAR KEY NOTE - HEXAGON KEY NOTE DRAWING/VIEW TITLE OR NAME DRAWING SCALE REFERENCE NUMBER PLAN NORTH N SCALE: DRAWING VIEW SYMBOL REVISION CLOUD REVISION TRIANGLE REVISION SYMBOLS ELEVATION MARKER ELEVATION SYMBOL H HALTERNATE OR AUXILIARY DETAIL VIEW SYMBOL SECTION CUT SYMBOL - COLUMN BOTH CONDITION ELEVATION XX'-XX" - BEAM W/CRANK CONNECTION DETAIL IDENTIFICATION SECTION VIEW STRUCTURAL SHEET NUMBER STRUCTURAL SHEET NUMBER DETAIL IDENTIFICATION PLAN VIEW - COLUMN ABOVE - COLUMN BELOW - HANGER BELOW - HANGER ABOVE XXX 1 - OPENING IN FLOOR/ROOF - RECESS IN SLAB - STEP IN SLAB - STEEL MOMENT CONNECTION - SPAN DIRECTION X X-X X X-X X S-X.X S-X.X X X X XX-XX (X)T (X)KS Reviewed for Code Compliance Code: 2012 International Building Code (IBC) By Martin Haeberle, CBO at 2:21 pm, Apr 19, 2013 FINISHED GRADE 0' - 0" TOS 21' - 0" TYPICAL BOF -5' - 0" 7'-0"x7'-0"x1'-6" FTG PAD W(6) #5 BOT EA WAY #4 AT 12" OC TOP EA WAY S2.0 7 Sim HS S 8 . 6 2 5 X 0 . 5 0 0 3/16" CAP PL RE: DETAIL 1 FOR REINFORCEMENT 1' - 6 " FINISHED GRADE 0' - 0" TYPICAL BOF -5' - 0" S2.0 7 9'-0"x9'-0"x1'-6" FTG PAD W(8) #5 BOT EA WAY #4 AT 12" OC TOP EA WAY HS S 8 . 6 2 5 X 0 . 5 0 0 3/16" CAP PL REFER TO DETAIL 1 FOR REINFORCEMENT 1' - 6 " T.O.S. 25' - 7" 2"6"6"2" 1' - 4" 2" 6" 6" 2" 1' - 4 " PL 3/4"x 16"x 16" (8) 1"ø GALV ANCHOR BOLTS 3/8" STIFFENER PL (TYP) EQ EQ FINISHED GRADE 0' - 0" TOS 21' - 0" EMBED W/ SIMPSON SET-XP MIN 1'-4" EMBEDMENT 6'-0"x7'-0" FTG PAD W/ (6) #5 TRAN & (5) #5 LONG BOT #4 AT 12" OC TOP EA WAY (E) FND VIF HS S 8 . 6 2 5 X 0 . 5 0 0 S2.0 6 3/16" CAP PL 24" DIA PEDESTAL W/ (8) #7 VERT W/ STD 90 HOOK AND (3) #3 STIRRUPS EMBED TOP REINF W/ SIMPSON SET-XP 8" MIN EMBEDMENT 6' - 0" 1' - 6 " BOF TO MATCH BOTTOM OF (E) RETAINING WALL FINISHED GRADE 0' - 0" TYPICAL BOF -5' - 0" CJP 3/16 TYP GROUT PAD W/ GALV LEVELING NUTS 1' - 0 " 1' - 0 " C V R 1' - 0 " E M B E D STIFFENER PL SEE DETAIL 5/S2.0 FINISHED GRADE 0' - 0" SIMPSON SET-XP EPOXY, EA BAR INTENSIONALLY ROUGHEN SURFACE OF (E) RET WALL TO 1/4" AMPLITUDE, CLEAN FREE OF DUST PRIOR TO POUR (6) #5 TRANS (E) RETAINING WALL 12 " M I N V I F 4' - 0" LAP1' - 4" EMBED 8" EMBED Pr o j e c t n um b e r Da t e Dr a w n b y Ch e c k e d b y P 303.558.3145 Boulder, Colorado 2995 Baseline Road #314 Structural Engineers Studio NYL www.studionyl.com 80303 F 303.440.8536 E n t e r a d d r e s s h e r e 2/ 2 6 / 2 0 1 3 1 : 2 4 : 3 0 P M S 2 .0 PLANS 12 0 6 4 02 - 2 6 - 2 0 13 JW L CO L IO N S H E A D R E D E V E L O P M E N T 1/4" = 1'-0"2 ADA POD SECTION 1/4" = 1'-0"3 TALL POD SECTION 1 1/2" = 1'-0"5 TYPICAL BASEPLATE PLAN 4 ISO VIEW 1/4" = 1'-0"1 WALL POD SECTION 1 1/2" = 1'-0"7 TYP BASE PL ANCHORAGE 1 1/2" = 1'-0"6 BASE PL ANCHORAGE AT RETAINING WALL Reviewed for Code Compliance Code: 2012 International Building Code (IBC) By Martin Haeberle, CBO at 2:21 pm, Apr 19, 2013 Reviewed for Code Compliance Code: 2012 International Building Code (IBC) By Martin Haeberle, CBO at 2:21 pm, Apr 19, 2013 '*' ISSUED FOR INFORMATION ONLY' ' NOT PART OF SET' ' ISSUED AS PART OF A SETISSUE LOG KEY:#DATEISSUE LOG MECHANICAL SHEET INDEX TITLE MECHANICAL COVER SHEETM1.0CONSTRUCTION DOCUMENTS 03.01.2013MECHANICAL PLANM2.0 MECHANICAL DIAGRAMSM3.0 SN O W M E L T S U P P L Y SN O W M E L T R E T U R N NA T U R A L G A S ME D I U M P R E S S U R E G A S DO M E S T I C C O L D W A T E R DO M E S T I C H O T W A T E R HO T W A T E R C I R C U L A T I O N PL U M B I N G V E N T P I P E WA S T E P I P E PR E S S U R E R E D U C I N G V A L V E SO L E N O I D V A L V E FL O W S W I T C H SH O C K A B S O R B E R ST R A I N E R W / B L O W - O F F V A L V E SA F E T Y R E L I E F V A L V E HO R I Z O N T A L C L E A N O U T VA C U U M B R EA K E R VE R T I C A L C L E A N O U T PR E S S U R E G A U G E W / P I G T A I L & C O C K TH E R M O M E T E R TH E R M O S T A T PR E S S U R E - T E M P . T A P AI R V E N T PI P E A N C H O R FL E X I B L E C O N N E C T O R PI P E E X P A N S I O N J O I N T PI P E U N I O N DO U B L E C H E C K B A C K F L O W P R E V E N T E R PU M P & E Q U I P M E N T C O N N E C T O R PI P I N G S Y M B O L S PO I N T O F D I S C O N N E C T I O N PO I N T O F N E W C O N N E C T I O N (E ) E X I S T I N G CO N N CO DN CO N N E C T CL E A N O U T DO W N AB O V E F I N I S H E D G R A D E AF G AF F A B O V E F I N I S H E D F L O O R -- -- -- EN T E R I N G W A T E R T E M P E R A T U R E EW T UN L E S S N O T E D O T H E R W I S E TY P UN O TY P I C A L OP P O S E D B L A D E V O L U M E D A M P E R OCOB D NI C ON C E N T E R NO T I N C O N T R A C T LE A V I N G A I R T E M P E R A T U R E LE A V I N G W A T E R T E M P E R A T U R E LA T LW T FB O F U R N I S H E D B Y O W N E R ---- ----- SH U T O F F V A L V E ( B A L L , G A T E , B U T T E R F L Y ) TE M P E R A T U R E C O N T R O L V A L V E DR A I N V A L V E W / H O S E E N D PL U G V A L V E I N R I S E R FL O W B A L A N C I N G V A L V E GA T E O R G L O B E V A L V E I N R I S E R FL O W C O N T R O L V A L V E BA L L V A L V E PL U G O R B A L A N C I N G V A L V E CH E C K V A L V E GL O B E V A L V E BU T T E R F L Y V A L V E AB B R E V I A T I O N S / P L A N S Y M B O L S PL A N S Y M B O L S CO N T R O L P A N E L D U C T S T A T I C P R E S S U R E S E N S O R RO O M P R E S S U R E S E N S O R RE M O T E T E M P E R A T U R E S E N S O R E M E R G E N C Y P O W E R O F F S W I T C H (N ) N E W - CO T G C L E A N O U T T O G R A D E - GP M G A L L O N S P E R M I N U T E ( W A T E R F L O W R A T E ) - WI T H W/ - S VE N T U R I / F L O W I N D I C A T O R WA L L C L E A N O U T WC O - FC O F L O O R C L E A N O U T - FSVWMGGSM R SM S T S SP EP OP 1. D O N O T S C A L E D R A W I N G S . V E R I F Y D I M E N S I O N S I N F I E L D P R I O R T O CO M M E N C E M E N T O F W O R K . R E F E R T O A R C H I T E C T U R A L D R A W I N G S F O R A L L DI M E N S I O N S . 2. A L L S U B C O N T R A C T O R S S H A L L B E L I C E N S E D , E X P E R I E N C E D , A N D T H O R O U G H L Y KN O W L E D G E A B L E I N T H E I R R E S P E C T I V E A R EA S O F T H E C O N S T R U C T I O N IN D U S T R Y A N D S H A L L P E R F O R M I N A R E S P O N S I B L E M A N N E R W I T H E S T A B L I S H E D CO N S T R U C T I O N S E Q U E N C E , S H A L L R E C O G N I Z E T H E P R I O R I T Y O F T H E CO N S T R U C T I O N D O C U M E N T S , A N D S H A L L I N F O R M T H E P R I M E C O N T R A C T O R O F PO T E N T I A L P R O B L E M S W H E N T H E C O N S T R U C T I O N D O C U M E N T S A R E UN C L E A R OR I N C O N S I S T E N T . 3. S U B C O N T R A C T O R S S H A L L B E R E S P O N S I B L E T O N O T I F Y T H E P R I M E CO N T R A C T O R O F D I S C R E P A N C I E S O R C O N F L I C T S I N T H E C O N S T R U C T I O N DO C U M E N T S F O U N D D U R I N G B I D D I N G A N D / O R P R I O R T O P E R F O R M I N G T H E WO R K . 4. E X A M I N A T I O N O F B I D D I N G D O C U M E N T S . A. E A C H B I D D E R S H A L L E X A M I N E T H E B I D D I N G D O C U M E N T S C A R E F U L L Y , A N D NO T L A T E R T H A N S E V E N ( 7 ) D A Y S P R I O R T O T H E D A T E O F R E C E I P T O F B I D S , SH A L L M A K E W R I T T E N R E Q U E S T T O T H E A R C H I T E C T F O R I N T E R P R E T A T I O N OR C O R R E C T I O N O F A N Y D I S C R E P A N C I E S , A M B I G U I T I E S , I N C O N S I S T E N C I E S , OR E R R O R S T H E R E I N W H I C H H E M A Y D I S C O V E R . T H E A R C H I T E C T W I L L IS S U E A N Y I N T E R P R E T A T I O N O R C O R R E C T I O N A S A N A D D E N D U M . O N L Y A WR I T T E N I N T E R P R E T A T I O N O R C O R R E C T I O N B Y A D D E N D U M S H A L L B E BI N D I N G . N O B I D D E R S H A L L R E L Y U P O N I N T E R P R E T A T I O N S O R CO R R E C T I O N S G I V E N B Y A N Y O T H E R M E T H O D . I F D I S C R E P A N C I E S , AM B I G U I T I E S , I N C O N S I S T E N C I E S , O R E R R O R S A R E N O T C O V E R E D B Y AD D E N D U M O R W R I T T E N D I R E C T I V E , C O N T R A C T O R S H A L L I N C L U D E I N H I S BI D , L A B O R M A T E R I A L S A N D M E T H O D S O F C O N S T R U C T I O N R E S U L T I N G I N HI G H E R C O S T . A F T E R A W A R D O F C O N T R A C T , N O A L L O W A N C E O R E X T R A CO M P E N S A T I O N W I L L B E M A D E O N B E H A L F O F T H E C O N T R A C T O R D U E T O HI S F A I L U R E T O M A K E T H E W R I T T E N R E Q U E S T S A S D E S C R I B E D A B O V E . B. F A I L U R E T O R E Q U E S T C L A R I F I C A T I O N D U R I N G T H E B I D P E R I O D O F A N Y IN A D E Q U A C Y , O M I S S I O N , O R C O N F L I C T W I L L N O T R E L I E V E T H E CO N T R A C T O R O F H I S R E S P O N S I B I L I T I E S . T H E S I G N I N G O F T H E C O N T R A C T WI L L B E C O N S I D E R E D A S I M P L I C I T L Y D E N O T I N G T H A T T H E C O N T R A C T O R HA S A T H O R O U G H C O M P R E H E N S I O N O F T H E F U L L I N T E N T A N D S C O P E O F TH E C O N S T R U C T I O N C O N T R A C T D R A W I N G S A N D SP E C I F I C A T I O N S . 5. P R O V I D E A B A S E B I D W H I C H S H A L L I N C L U D E O N L Y SP E C I F I E D E Q U I P M E N T O R EQ U I P M E N T L I S T E D A S E Q U I V A L E N T . N O S U B S T I T U T I O N S F O R T H E L I S T E D EQ U I P M E N T S H A L L B E A L L O W E D I N T H E B A S E B I D . A. T H E M A N U F A C T U R E R O F E Q U I P M E N T O R M A T E R I A L S F I R S T N A M E D O N T H E DR A W I N G S I S T H E B A S I S O F D E S I G N . O T H E R M A N U F A C T U R E R S L I S T E D A R E CO N S I D E R E D G E N E R A L E Q U I V A L E N T S O N L Y . B. C O O R D I N A T I O N O F G E N E R A L E Q U I V A L E N T S A N D S U B S T I T U T I O N S : W H E R E CO N T R A C T D O C U M E N T S P E R M I T S E L E C T I O N F R O M S E V E R A L G E N E R A L EQ U I V A L E N T S , O R W H E R E S U B S T I T U T I O N S A R E A U T H O R I Z E D , C O O R D I N A T E CL E A R A N C E A N D O T H E R I N T E R F A C E R E Q U I R E M E N T S W I T H M E C H A N I C A L AN D O T H E R W O R K . 1) P R O V I D E N E C E S S A R Y A D D I T I O N A L I T E M S S O T H A T S E L E C T E D O R SU B S T I T U T E D I T E M O P E R A T E S E Q U I V A L E N T T O T H E B A S I S O F D E S I G N AN D P R O P E R L Y F I T S I N T H E A V A I L A B L E S P A C E A L L O C A T E D F O R T H E BA S I S O F D E S I G N . 2) P R O V I D E A L L F E A T U R E S W H I C H A R E S T A N D A R D O N T H E B A S I S O F DE S I G N P L U S A N Y S P E C I F I E D O P T I O N S . 3) B E R E S P O N S I B L E F O R A S S U R I N G T H A T P I P I N G , C O ND U I T , D U C T , F L U E , AN D O T H E R S E R V I C E L O C A T I O N S F O R G E N E R A L E Q U I V A L E N T S O R SU B S T I T U T I O N S D O N O T C A U S E A C C E S S , S E R V I C E , O R O P E R A T I O N A L DI F F I C U L T I E S A N Y G R E A T E R T H A T W O U L D B E E N C O U N T E R E D W I T H T H E BA S E D E S I G N . 6. F I E L D C O O R D I N A T I O N D U R I N G C O N S T R U C T I O N I S I M P E R A T I V E . M A K E RE A S O N A B L E A L L O W A N C E S F O R U N SE E N C O N D I T I O N S . 7. T H E F I R S T C H A I R B U I L D I N G W I L L B E O C C U P I E D D U R I N G C O N S T R U C T I O N . CO N T I N U E D O P E R A T I O N O F T H E F A C I L I T Y S H A L L N O T B E H I N D E R E D B Y T H I S WO R K . A C C O U N T F O R A L L A D D I T I O N A L C O S T S W H I C H M A Y B E I N C U R R E D D U E T O TH E D I F F I C U L T Y O F W O R K I N G O V E R A N D A R O U N D E M P L O Y E E S , F U R N I T U R E , EQ U I P M E N T , E T C . ; A N D D U E T O T H E H O U R S O F T H E D A Y I N W H I C H A N A R E A M A Y BE A C C E S S I B L E W H E N C O M P I L I N G H I S B I D ] . 8. B E R E S P O N S I B L E T O F I E L D V E R I F Y E X I S T I N G E Q U I P M E N T O R P I P I N G R E M A I N I N G TO B E C O N N E C T E D T O N E W S Y S T E M S . P R O V I D E P I P I N G , C O N T R O L S , E T C . , A S RE Q U I R E D T O R E S T O R E C O N T I N U I T Y O F S Y S T E M ( S ) , O R T O M A K E N E W W O R K ME E T E X I S T I N G C O N D I T I O N S , W H E T H E R I N D I C A T E D O R N O T . 9. S U B C O N T R A C T O R S H A L L V E R I F Y E X I S T E N C E A N D L O C A T I O N O F A L L U T I L I T Y SE R V I C E S A N D C O O R D I N A T E A S R E Q U I R E D B Y T H E I R R E S P E C T I V E A R E A O F T H E CO N S T R U C T I O N , N O T I F Y I N G T H E P R I M E C O N T R A C T O R O F V A R I A T I O N S O R CO N F L I C T S . 10 . I F N O T S P E C I F I C A L L Y D E F I N E D I N T H E S E C O N S T RU C T I O N D O C U M E N T S , MA T E R I A L S A N D / O R E Q U I P M E N T S H A L L B E I D E N T I F I E D B Y T H E S U B C O N T R A C T O R WI T H S U F F I C I E N T T I M E T O A L L O W S E L E C T I O N , P U R C H A S E , A N D D E L I V E R Y T O MA I N T A I N C O N S T R U C T I O N S C H E D U L E . 11 . V E R I F Y E X A C T L O C A T I O N S O F E X I S T I N G A N D N E W UN D E R G R O U N D P I P I N G SY S T E M S P R I O R T O T R E NC H I N G . 12 . A L L P I P I N G A N D E Q U I P M E N T S H O W N I N L I G H T L I N E W E I G H T I S E X I S T I N G , N E W IN D I C A T E D B Y H E A V I E R L I N E W E I G H T , E X C E P T W H E R E N O T E D . P I PE S , EQ U I P M E N T , E T C . T O B E R E M O V E D , A R E S H O W N H A T C H E D . 13 . O F F S E T P I P I N G , E T C . A S N E C E S S A R Y T O A C C O M M O D A T E S T RU C T U R E , B E A M S , CO L U M N S , A N D E X I S T I N G E Q U I P M E N T . 14 . A L L E X I S T I N G S U P P O R T R O D S A N D S T R A P S N O W S U P P O R T I N G P I PE S , E T C . T H A T AR E R E M O V E D T O A L L O W R O O M F O R I N S T A L L A T I O N O F N E W E Q U I P M E N T S H A L L BE R E L O C A T E D A N D R E I N S T A L L E D , O R R E P L A C E D I F D A M A G E D . 15 . W O R K S H A L L B E P E R F O R M E D I N A W O R K M A N L I K E M A N N E R T O T H E SA T I S F A C T I O N O F T H E O W N E R , A N D E N G I N E E R . 16 . I T I S T H E C O N T R A C T O R ' S R E S P O N S I B I L I T Y T O P E R F O R M H I S / H E R W O R K I N CO N F O R M A N C E W I T H A L L A P P L I C A B L E C O D E S , O R D I N A N C E S A N D L I F E S A F E T Y FE A T U R E S A S R E Q U I R E D B Y L O C A L , S T A T E , O R N A T I O N A L A U T H O R I T I E S . T H E CO N T R A C T O R S H A L L V E R I F Y W I T H T H E A R C H I T E C T I F M O D I F I C A T I O N O F H I S / H E R WO R K I S R E Q U I R E D F O R C O M P L I A N C E . 17 . A L L W O R K O F A L L T R A D E S M U S T B E I N S T R I C T C O M P L I A N C E , O R E X C E E D T H E MI N I M U M M A T E R I A L A N D M E T H O D R E Q U I R E M E N T S O F T H E 2 0 1 2 I N T E R N A T I O N A L BU I L D I N G , M E C H A N I C A L , P L U M B I N G , A N D 2 0 1 1 N A T I O N A L E L E C T R I C A L C O D E S , MO S T C U R R E N T N F P A , A L L L O C A L O R D I N A N C E S A N D A M E N D M E N T S A N D MA N U F A C T U R E R ' S I N S T A L L A T I O N R E C O M M E N D A T I O N S . I F A C O N F L I C T B E T W E E N TH O S E P U B L I C A T I O N S E X I S T S , T H E M O S T S T R I N G E N T R E Q U I R E M E N T S H A L L AP P L Y . 18 . P A Y F O R A N D S E C U R E A L L R E Q U I R E D P E R M I T S A N D I N SP E C T I O N S . P R I O R T O FI N A L P A Y M E N T , T U R N O V E R TO A R C H I T E C T A L L C E R T I F I C A T E S O F C O M P L E T I O N . 19 . W A R R A N T Y T H E I N S T A L L A T I O N A G A I N S T D E F E C T S I N M A T E R I A L S A N D WO R K M A N S H I P . T H E W A R R A N T Y S H A L L B E F O R A P E R I O D O F O N E Y E A R A F T E R OW N E R ' S A C C E P T A N C E . D E F E C T S S H A L L B E P R O M P T L Y R E M E D I E D W I T H O U T CO S T T O T H E O W N E R . 20 . S U B M I T R E C O R D D O C U M E N T S T O A R C H I T E C T . D O C U M E N T S S H A L L I N C L U D E A L L AD D E N D U M I T E M S , C H A N G E O R D E R S , A L T E R A T I O N S , R E R O U T I N G S , E T C . 21 . S Y S T E M S S H A L L B E C O M P L E T E , O P E R A B L E , A N D R E A D Y F O R C O N T I N U O U S OP E R A T I O N P R I O R T O A C C E P T A N C E B Y T H E O W N E R . 22 . S Y S T E M S S H A L L B E T E S T E D F O R P R O P E R O P E R A T I O N . P E R F O R M A T A M I N I M U M AL L C O D E R E Q U I R E D T E S T S O R S Y S T E M S . I F T E S T S O F W O R K A R E D E F E C T I V E , CO N T R A C T O R S H A L L M A K E C O R R E C T I O N S N E C E SS A R Y A T N O A D D I T I O N A L C O S T TO O W N E R . 23 . A L L M A T E R I A L S A N D / O R E Q U I P M E N T S H A L L B E H A N D L E D A N D I N S T A L L E D A S P E R MA N U F A C T U R E R ' S S P E C I F I C A T I O N S A N D R E C O M M E N D A T I O N S . 24 . S U B M I T A L L M E C H A N I C A L D I V I S I O N S H O P D R A W I N G A N D P R O D U C T D A T A A T O N E TI M E . S U B M I T T A L S H A L L B E B O U N D A N D I N D EX E D I N A N E A T A N D O R D E R L Y MA N N E R . P A R T I A L S U B M I T T A L S W I L L B E R E J E C T E D . S U B M I T T A L S S H A L L IN C L U D E , B U T N O T B E L I M I T E D T O : E Q U I P M E N T , I N S U L A T I O N , P U M P S , P I P I N G , VA L V E S , A N D C O N T R O L S . 25 . F A I L U R E T O O R D E R , O R R E L E A S E O R D E R F O R M A T E R I A L S A N D / O R E Q U I P M E N T WI L L N O T B E A C C E P T E D A S A R E A S O N T O S U B S T I T U T E A L T E R N A T E M A T E R I A L S , EQ U I P M E N T , O R I N S T A L L A T I O N M E T H O D S . 26 . P R O V I D E N E C E S S A R Y T R E N C H I N G , B A C K F I L L , E X C AV A T I O N , S U P P O R T S , SA W C U T T I N G A N D P A T C H I N G , CO N C R E T E / P A V I N G , E T C . , A S R E Q U I R E D T O M A T C H GR A D E . 27 . R E P A I R A L L A C C I D E N T A L O R I N T E N T I O N A L D A M A G E T O M A T C H E X I S T I N G CO N S T R U C T I O N W I T H N O N O T I C E A B L E D I F F E R E N C E I N C O N T I N U I T Y , AP P E A R A N C E O R F UN C T I O N . 28 . C O O R D I N A T E A L L P E N E T R A T I O N S O F T H E F L O O R S L A B P R I O R T O C O M M E N C I N G WO R K . C O O R D I N A T E A L L N E W P E N E T R A T I O N S W I T H O T H E R D I V I S I O N S O F T H E WO R K . A L L C O N T R A C T O R S A R E I N D I V I D U A L L Y R E S P O N S I B L E F O R A L L PE N E T R A T I O N S R E Q U I R E D B Y T H E I R D I V I S I O N S . 29 . F I R E S T O P P I N G R E Q U I R E M E N T . P E N E T R A T I O N S T H R O U G H R A T E D W A L L S A N D FL O O R S S H A L L B E S E A L E D W I T H A M A T E R I A L C APABLE OF PREVENTING THE PA S S A G E O F F L A M E S A N D H O T G A S S E S W H E N S U B J E C T E D T O T H E RE Q U I R E M E N T S O F T H E T E S T S T A N D A R D S P E C I F I C F O R F I R E S T O P S A S T M - E - 814. AC C E P T A B L E M A T E R I A L S I N C L U D E : D O W C O R N I N G R T V F I R E S T O P F O A M F O R BA R E P I P E , M E T A L C O N D U I T , A N D E L E C T R I C A L C A B L E ; 3 M F I R E D A M 150 CAULK FO R B A R E P I P E , M E T A L C O N D U I T , A N D B U I L D I N G C O N S T RUCTION GAPS; 3M CP-25 CA U L K A N D F S - 1 9 5 I N T U M E S C E N T S T R I P S F O R I N S U L A T E D P I PES, PLASTIC PIPE OR C O N D U I T , A N D E L E C T R I C A L C A B L E . S U B M I T U L L I S T E D A P P L I C A T I O N D A T A FO R E A C H T Y P E O F P E N E T R A T I O N E N C O U N T E R E D . 30 . C O O R D I N A T E M E C H A N I C A L , E L E C T R I C A L , A N D L A N D S C A P I N G D R A W I N G S P R I O R TO I N S T A L L A T I O N . 31 . C A R E F U L L Y V E R I F Y E L E C T R I C A L S E R V I C E V O L T A G E A N D P H A S E A V A I L A B L E . 32 . S U B M I T A W R I T T E N B A L A N C E R E P O R T B Y A N E B B O R A A B C C E R T I F I E D BA L A N C I N G C O N T R A C T O R . B A L A N C I N G P R O C E D U R E S S H A L L B E I N AC C O R D A N C E W I T H N E B B O R A A B C G U I D E L I N E S F O R P R O P O R T I O N A L B A L A N C E . SU B M I T R E P O R T O N S T A N D A R D N E B B F O R M S O R S U B M I T F O R M S F O R R E V I E W PR I O R T O B A L A N C I N G . M E A S U R E M E N T S S H A L L I N C L U D E A L L M O T O R A M P E R A G E AN D V O L T A G E R E A D I N G S ; W A T E R F L O W A T A L L F L O W M E A S U R E M E N T S T A T I O N S ; IN L E T A N D O U T L E T P R E S S U R E A T P U M P S W I T H F L O W C A L C U L A T E D F R O M T H E PU M P C U R V E . A. A D J U S T F L O W S T O W I T H I N 5 % O F R E Q U I R E D Q U A N T I T Y . W H E R E R O O M A I R PR E S S U R E R E L A T I O N S H I P A R E R E Q U I R E D T O B E M A I N T A I N E D A S S H O W N B Y A D I F F E R E N T I A L O F S U P P L Y A N D E X H A U S T / R E T U R N O R B Y N O T E , A D J U S T SU P P L Y T O W I T H I N 5 % A N D T H E N A D J U S T E X H A U S T / R E T U R N T O P R O V I D E TH E I N D I C A T E D R O O M P R E S S U R E . I F A C T U A L Q U A N T I T Y I S L E S S T H A N 9 5 % , IN V E S T I G A T E C A U S E , A T T E M P T T O R E C T I F Y A N D N O T I F Y E N G I N E E R . SU B M I T T A L O F B A L A N C E R E P O R T W I T H L E S S T H A N R E Q U I R E D F L O W S WI T H O U T E X P L A N A T I O N I S C A U S E F O R R E J E C T I O N O F R E P O R T . B. S U B M I T T H R E E ( 3 ) C O P I E S O F A L L S U B M I T T A L S I N A D D I T I O N T O A N Y RE Q U I R E D B Y T H E C O N T R A C T O R A N D H I S S U P P L I E R S . T H E S E C O P I E S S H A L L BE R E T A I N E D B Y T H E O W N E R , A R C H I T E C T , A N D E N G I N E E R . 33 . S U P P O R T P I P E W I T H R O D A N D C L E V I S , R I N G H A N G E R S , T R A P E Z E , O R C L A M P S . NO P I P E T A P E O R S T R A P P I N G A L L O W E D . A L L H A N G E R S S H A L L B E S I Z E D F O R O D OF I N S U L A T I O N , I F A N Y . P R O T E C T I N S U L A T E D L I N E S W I T H 2 0 G A S H E E T M E T A L SH I E L D S A N D P R O V I D E C A L C I U M S I L I C A T E I N S U L A T I O N I N S E R T S F O R A L L IN S U L A T E D P I P I N G . M A I N T A I N V A P O R B A R R I E R O N A L L C O L D L I N E S . I S O L A T E BA R E C O P P E R L I N E S F R O M H A N G E R S W I T H V I B R A S O R B O R E Q U I V A L E N T , CO P P E R C O A T E D H A N G E R S A R E N O T S U F F I C I E N T , W R APPING PIPE WITH TAPE NO T A C C E P T A B L E . 35 . P R O V I D E E X P A N S I O N J O I N T S O R L O O P S O N A L L S N O W M E L T W A T E R P I P I N G RUNS IN E X C E S S O F 5 0 F E E T A N D I N A C C O R D A N C E W I T H T H E M A N U F A C T U R E R ' S RE C O M M E N D A T I O N S . 36 . F I L L S N O W M E L T S Y S T E M W I T H 5 0 % P R O P Y L E N E G L Y C O L / W A T E R S O L U T I O N . 37 . G R A D E A N D V A L V E A L L S N O W M E L T W A T E R P I P I N G W I T H 3 / 4 ” H O S E E N D V A L V E S TO P E R M I T C O M P L E T E D R A I N A G E O F T H E S Y S T E M . V E N T A L L H I G H P O I N T S I N EQ U I P M E N T R O O M S A S N E C E S S A R Y W I T H A U T O M A T I C A I R V E N T S P I P E D T O CO N V E N I E N T D R A I N . A L L H I G H P O I N T S I N S Y S T E M O U T S I D E O F E Q U I P M E N T RO O M S W I T H C O M B I N A T I O N A U T O M A T I C / M A N U A L A I R V E N T S A S R E Q U I R E D T O RE L I E V E A I R I N T H E SY S T E M . 38 . M A T E R I A L S ; H Y D R O N I C P I P I N G A. A B O V E G R A D E , U P T H R O U G H 2 - 1 / 2 ” : S C H E D U L E 4 0 S T E E L P I P E W I T H MA L L E A B L E I R O N T H R E A D E D F I T T I N G S , O R T YPE “L” COPPER TUBE WITH WR O U G H T C O P P E R F I T T I N G S A N D 9 5 - 5 N O L E A D S O L D E R . M A T C H ( E ) P I P E MA T E R I A L . B. A B O V E G R A D E , 3 ” A N D L A R G E R : S C H E D U L E 4 0 S T E E L P I P E W I T H C A S T I R O N OR S T E E L W E L D I N G F I T T I N G S . M A T C H ( E ) P I P E M A T E R I A L . C.BELOW GRADE, ALL SIZES: JACKETED, PRE-INSULATED PIPING, WITH PEX-A FLUID CARRIER PIPE EQUAL TO BELOW SPECIFICATION. WIRSBO ECOPEX OR EQUIVALENT.D.SNOWMELT SERPENTINE TUBING:1)ALL TUBING TO BE CROSS-LINKED POLYETHYLENE (PEX TYPE A) WITH AN OXYGEN DIFFUSION BARRIER. TUBING TO BE RATED FOR CONTINUOUS OPERATION OF 100 PSIG AND A TEMPERATURE SUITABLE FOR THE SPECIFIC APPLICATION. FACTORY MANIFOLDS SHALL BE EQUIPPED WITH LOOP VALVES AND ZONE VALVES PER CONTROLS REQUIREMENTS.SYSTEMS SHALL BE CAPABLE OF WITHSTANDING TEMPERATURES 180 DEGREE F TO 230 DEGREE F FOR LIMITED PERIODS OF TIME. INSTALL PIPING AND MANIFOLD IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS.2)SNOWMELT PIPING SHALL BE PLACED ON 9 INCH CENTERS. TUBE DIAMETER, NOMINAL 5/8". WIRSBO HEPEX OR APPROVED EQUIVALENT.43.INDOOR PIPING INSULATION - INSULATE ALL NEW SNOWMELT PIPING WITH U.L.APPROVED, WHITE, ALL SERVICE, MINERAL FIBER, SNAP-ON, PIPE INSULATION.INSULATE FITTINGS WITH MINERAL FIBER BLANKET INSULATION AND PREMOLDED P.V.C. COVERS. ALL MATERIALS SHALL HAVE A SMOKE DEVELOPED RATING OF 50 OR LESS AND A FLAME SPREAD RATING OF 25 OR LESS. PROVIDE CALCIUM SILICATE THERMAL INSERT AT HANGERS AND SUPPORTS. INSULATION SHALL PASS UNINTERRUPTED THROUGH HANGERS. VAPOR BARRIERS SHALL BE CONTINUOUS, AND SEALED WITH “NON-BREATHING” VAPOR BARRIER MASTIC ON PIPING OPERATING AT TEMPERATURES BELOW AMBIENT. ALL RAW EDGES OF INSULATION SHALL BE NEATLY TRIMMED AND SEALED WITH MASTIC.A.INSULATION THICKNESS BELOW BASED ON INSULATION CONDUCTIVITY VALUE NOT EXCEEDING 0.27 BTU*IN/(HR*FT^2*°F):1)SNOWMELT WATER - NPS 1.5” AND LESS, 1.5” THICK; NPS 2” AND GREATER, 2” THICK. RUNOUTS WITHIN 4 FEET OF TERMINAL AND 1” PIPE DIAMETER OR LESS, 1/2” THICK.44.EQUIPMENT LABELS: LABEL ALL NEW PIPING AND EQUIPMENT. PROVIDE FULL BAND OR STRIP TYPE MARKERS AND FLOW ARROWS ON PIPING. PROVIDE ENGRAVED PLASTIC VALVE TAGS WITH VALVE NUMBER AND ATTACH WITH STANDARD CHAIN OR S-HOOKS. PROVIDE ENGRAVED PLASTIC SIGN ON OR NEAR SPECIFIED EQUIPMENT. ME C H A N C I A L S P E C I F I C A T I O N S : ABOVE SEA LEVELPROJECT ALTITUDE 8150'1.REBALANCE (E) TOV SNOWMELT CIRC PUMPS IN FIRST CHAIR MECH ROOM TO ACCOMMODATE ADDITIONAL LOAD.2.REBALANCE (E) TOV SNOWMELT ZONES AT FIRST CHAIR PROJECT TO MAINTAIN ORIGINAL DESIGN CONDITIONS AS NEEDED. PRE-TAB (E) SNOWMELT PUMPS AND MANIFOLDS/ZONES FOR CURRENT FLOW RATES AND PRESSURE DROP.3.FOUNTAIN DOMESTIC WATER EXTENSION,FOUNDATION PUMP VAULT DRAINAGE, FOUNTAIN PUMP VAULT VENTILATION, AND ANY OTHER RELATED NEEDS BY FOUNTAIN CONTRACTOR.SCOPE NOTES:MECHANICAL PLANM2.1 PR O V I D E S E P A R A T E L I N E I T E M P R I C I N G F O R E A C H O F T H E FO L L O W I N G . T H E S E I T E M S A R E N O T T O B E I N C L U D E D I N T H E BI D . 1A . U P S I Z E S M S / R ( T O V ) P I P I N G W I T H I N F I R S T C H A I R ME C H R O O M F R O M B O I L E R L O O P T O F I R S T ( E ) T O V SM S / R T A P S F R O M ( E ) 2 " ø T O 3 " ø 1B . U P S I Z E ( N ) S M S / R S E R V I N G T H E L I O N S H E A D P A R K T O 2- 1 / 2 " ø PI P E S . 1C . P R O V I D E C A P P E D A N D V A L V E D 2 " ø SM S / R T A P S I N MA N I F O L D B O X D O W N S T R E A M O F S N O W M E L T MA N I F O L D # 3 T O S E R V E P L A Y G R O U N D Z O N E . 1D . P R O V I D E C A P P E D A N D V A L V E D 1" ø SM S / R T A P S I N SN O W M E L T M A N I F O L D B O X # 1 T O S E R V E E A S T P A T H TO W A R D S W E S T W I N D . PR I C I N G A D D A L T E R N A T E S : PERMIT SET 03.29.2013 VAIL, COLORADO9275.00 03-01-2013 SHEET TITLE:NO.Job no.:REVISION Drawn by:Date:Designed by:DATE BY LIONSHEAD PARK RENOVATIONSEAUDINANZECOPYRIGHT 2013 BG S:\BGProjects\9275.00 Sun Dial Plaza\Cad\BGCE CAD\927500M10.dwg Printed By: cadd-txc March 29, 2013 - 11:32am LC-XXX Vail:Denver:Fort Collins:Albuquerque:www.bgce.com(970)949-6108 (303) 278-3820 (970) 221-5691 (505) 323-9070 1ADDENDUM 103.22.13 ELP 2PERMIT DOCUMENTS03.29.13 ELP M1.0ELPTXCMECHANICALCOVER SHEET Re v i e w e d f o r C o d e C o m p l i a n c e Co d e : 2 0 1 2 In t e r n a t i o n a l B u i l d i n g C o d e ( I B C ) By Ma r t i n Ha e b e r l e , CB O at 2: 2 1 pm , Ap r 19 , 20 1 3 1.REWORK (E) ARRABELLE ZONES TO ACCOMMODATE (N) PLAYGROUND BOUNDARY.FIELD VERIFY (E) BOUNDARY AS TO NOT DISTURB OR DAMAGE ADJ. (E) ZONES/LOOPS THAT ARE TO REMAIN.DETERMINE IN THE FIELD IF (E) LOOPS/TUBING WILL BE CUT AND SPLICED WITH (N) TUBING OR IF (N)LOOPS WILL BE ADDED TO (E) MANIFOLD BOX BASED ON ACTUAL LOOP INSTALLATION. (E)MANIFOLDS AND BOXES TO REMAIN.IF SPLICED, LOOP LENGTHS SHALL NOT EXCEED 250FT, SUPPLY TUBING SHOULD BE SPLICED WITH SUPPLY, RETURN WITH RETURN, ETC. ALL SPLICES TO CARRY MINIMUM 10 YEAR WARRANTY.CAREFULLY RECORD EXACT LOCATIONS OF ALL SPLICES ON AS-BUILT DRAWINGS.2.ALL MANIFOLD BOXES SHALL BE PLACED IN LANDSCAPE AREAS AS DIRECTED BY THE OWNER'S REP. ALL BOXES SHALL BE HIGHLINE XLUB 17x30x18 WITH GREEN BOLT-DOWN LID (BOX 195036, LID #195051) OR EQUAL. NOTIFY DESIGN TEAM IF LARGER BOX IS REQUIRED BASED ON FIELD INSTALLATION OF MANIFOLDS.NOTES: SC A L E : ME C H A N C I A L P L A N 1/ 8 " = 1 ' - 0 " SNOWMELT MANIFOLD SCHEDULE ZONEDESCRIPTIONAPPROXAREA (SQ. FT.)GPMESTIMATED #OF LOOPSMAX LOOP PRESSURE LOSS (FT)ACCESSORIESREMARKS 1NORTH STAIRS6857.557.2--2SOUTH STAIRS5155.746.0--3PATH/FOUNDATION7908.7510.7-- GENERAL NOTES:A:30° ∆T, 250 FT LOOP LENGTH, 5/8"øTUBING, 9" O.C. SPACING B: SMS (N ) S T A I R S A N D R A M P T O BE I N C L U D E D O N ( E ) AR R A B E L L E Z O N E . SMR SN O W M E L T Z O N E # 3 . SN O W M E L T MA N I F O L D # 1 . SMR SMS RE : M 2 . 1 F O R CO N T I N U A T I O N . (E ) A R A B E L L E S U P P L I E D SN O W M E L T M A N I F O L D . ZO N E T O G O T O E D G E O F (E ) T O V S N O W M E L T E D PA T H . (E ) A R A B E L L E S U P P L I E D SN O W M E L T M A N I F O L D . 1-1/2" SN O W M E L T ZO N E # 3 1-1/4" SN O W M E L T ZO N E # 2 (E ) A R R A B E L L E S U P P L I E D SN O W M E L T Z O N E (E ) A R R A B E L L E S U P P L I E D SN O W M E L T Z O N E SN O W M E L T MA N I F O L D # 2 . MA N I F O L D B O X W I T H CA P P E D A N D V A L V E D SM S / R F O R F U T U R E EX T E N S I O N . 1-1/2" 2"2" 1-1/4" TU B I N G T O B E R O U T E D BE N E A T H R O C K S P E R AR C H I T E C T U R A L S H E E T F 1 . RE : A D D A L T E R N A T E 1 , SH E E T M 1 . 0 F O R FU T U R E M A N I F O L D . SN O W M E L T ZO N E # 1 HA T C H I N D I C A T E S ( N ) S N O W M E L T E D AR E A S E S T I M A T E D T O B E A D D E D T O (E ) A R R A B E L L E S N O W M E L T Z O N E . HA T C H I N D I C A T E S ( E ) SN O W M E L T E D A R E A S ES T I M A T E D T O B E R E M O V E D FR O M ( E ) A R R A B E L L E SN O W M E L T Z O N E S . 1 11 1 (N ) S M S / R M A I N S C A N B E RO U T E D O N E I T H E R S I D E OF P A T H P E N D I N G CO N D I T I O N S F O U N D I N TH E F I E L D . 1 FI R S T C H A I R S N O W M E L T B O I L E R P L A N T C A P A C I T Y (E ) F I R S T C H A I R B O I L E R P L A N T C O N S I S T S O F ( 2 ) 2 , 5 0 0 M B H I N P U T B O I L E R S 3, 2 0 0 M B H T O T A L O U T P U T ; 2 1 , 5 0 0 S F A T 1 5 0 B T U H / S F AV A I L A B L E OR I G I N A L I N S T A L L E D V A I L R E S O R T S / F I R S T C H A I R S N O W M E L T : 1 1 , 73 5 S F OR I G I N A L I N S T A L L E D T O V S N O W M E L T : 2 , 50 0 S F LI O N S H E A D P A R K R E N O V A T I O N A D D S 2 , 0 0 0 S F T O T O W N ' S T O T A L AP P R O X . 5 , 3 0 0 S F O F S N O W M E L T A R E A A V A I L A B L E P O S T R E N O V A T I O N S VAIL, COLORADO9275.00 03-01-2013 SHEET TITLE:NO.Job no.:REVISION Drawn by:Date:Designed by:DATE BY LIONSHEAD PARK RENOVATIONSEAUDINANZECOPYRIGHT 2013 BG S:\BGProjects\9275.00 Sun Dial Plaza\Cad\BGCE CAD\927500M20.dwg Printed By: cadd-txc March 29, 2013 - 11:32am LC-XXX Vail:Denver:Fort Collins:Albuquerque:www.bgce.com(970)949-6108 (303) 278-3820 (970) 221-5691 (505) 323-9070 1ADDENDUM 103.22.13 ELP 2PERMIT DOCUMENTS03.29.13 ELP M2.0ELPTXCMECHANICAL PLAN Re v i e w e d f o r C o d e C o m p l i a n c e Co d e : 2 0 1 2 In t e r n a t i o n a l B u i l d i n g C o d e ( I B C ) By Ma r t i n Ha e b e r l e , CB O at 2: 2 1 pm , Ap r 19 , 20 1 3 E. 5 H. 3 1. 8 4. 6 5. 91 7. 8 J 5 6 71. 3 8 E. 2 5. 4 SC A L E : 1 PA R T I A L M E C H A N C I A L P L A N 1/ 8 " = 1 ' - 0 " W ST ST W HW S HW R HWSHWR W UH - 1 CU H - 1 B-1 F/S F/S B-1 H B SO SO F/ S F/ S F/S M ST ST SMS(V)SMR(V)SMS(N)SMR(N) PST SM S ( N ) SM R ( N ) SO SM S ( N ) SM R ( N ) HW S HW R SMS(V) SMR(V) HWS HWR F/S HW R HW S V H B HWSHWR W HWSHWR W H 2"W M 1- 1 / 4 " 1- 1 / 4 " 2"2"1-1/4"1-1/4" C. O . F. C . O . C. O . ST ( O F ) G 1- 1 / 2 " 1- 1 / 2 " SC A L E : 2 PA R T I A L S I T E M E C H A N C I A L P L A N 1/ 8 " = 1 ' - 0 " SMS(V)SMR(V)SMS(V)SMR(V)2"2"M (E ) T O V B T U M E T E R . CO N N E C T ( N ) 2 " S M S / R ( V ) TO ( E ) S M S / R ( V ) M A I N S DO W N S T R E A M O F ( E ) B T U ME T E R . RO U T E P I P I N G W I T H I N GA R A G E ; S H O W N O F F S E T IN T O S T A I R S F O R G R A P H I C CL A R I T Y . (N ) F O U N D A T I O N W A L L PE N E T R A T I O N . 1 S SM S ( V ) SM R ( V ) SM S ( V ) SM R ( V ) S M S(V) S M R(V) RE : M 2 . 0 F O R C O N T I N U A T I O N . PE N E T R A T E ( E ) R E T A I N I N G WA L L A S C O O R D I N A T E D I N TH E F I E L D . UT I L I Z E ( E ) S L E E V E S T O PA S S U N D E R ( E ) P A T H . (E) TOV SNOWMELT ZONES TO REMAIN. 1 VAIL, COLORADO9275.00 03-01-2013 SHEET TITLE:NO.Job no.:REVISION Drawn by:Date:Designed by:DATE BY LIONSHEAD PARK RENOVATIONSEAUDINANZECOPYRIGHT 2013 BG S:\BGProjects\9275.00 Sun Dial Plaza\Cad\BGCE CAD\927500M21.dwg Printed By: cadd-txc March 29, 2013 - 11:32am LC-XXX Vail:Denver:Fort Collins:Albuquerque:www.bgce.com(970)949-6108 (303) 278-3820 (970) 221-5691 (505) 323-9070 1ADDENDUM 103.22.13 ELP 2PERMIT DOCUMENTS03.29.13 ELP M2.1ELPTXCMECHANICAL PLAN Re v i e w e d f o r C o d e C o m p l i a n c e Co d e : 2 0 1 2 In t e r n a t i o n a l B u i l d i n g C o d e ( I B C ) By Ma r t i n Ha e b e r l e , CB O at 2: 2 1 pm , Ap r 19 , 20 1 3 D CF CF CF D CF T T P SMS SM S B- 1 B- 1 G SM R SM S G SC A L E : 1 SN O W M E L T B O I L E R P L A N T P I P I N G A N D C O N T R O L S S C H E M A T I C NO S C A L E P- 8 P- 2 P- 2 SMS P- 8 TO TOV SNOWMELT ZONES SM S P- 1 SM S P- 1 TO N D L S N O W M E L T ZO N E S . SM R SM R M (E ) B T U M E T E R W I T H R E A D O U T F O R ME T E R I N G U S A G E B Y D I F F E R E N T SN O W M E L T S Y S T E M S . 4" 3"3" 2" 4" 2" 4" 2" M 1- 1 / 2 " (E ) C O N T R O L S S E Q U E N C E T O R E M A I N . ( N ) T O V Z O N E S T O B E C O N T R O L L E D W I T H T H E ( E ) T O V Z O N E S . A S N O W M E L T M O I S T U R E / T E M P E R A T U R E S E N S O R ( T E K M A R 0 9 0 O R E Q U I V A L E N T ) S H A L L B E L O C A T E D I N T H E S N O W ME L T E D A R E A O F E A C H G R O U P I N G ( N D L Z O N E S A N D T O V Z O N E S ) A S I N D I C A T E D O N T H E D R A W I N G S . W H E N T H E SE N S O R I N D I C A T E S T H E O U T S I D E A I R T E M P E R A T U R E B E L O W 3 7 ° F ( A D J . ) A N D M O I S T U R E P R E S E N T , T H E S N O W M E L T CO N T R O L L E R S H A L L P R O V I D E A S I G N A L T O E N A B L E B O T H S N O W M E L T C I R C U L A T I O N P U M P P - 1 ( N D L ) O R P - 8 ( T O V ) . MA I N T A I N S N O W M E L T S U P P L Y W A T E R T E M P E R A T U R E A T S E T P O I N T O F 1 4 0 ° F ( A D J . ) B Y S T A G I N G T H E S N O W M E L T BO I L E R S B - 1 A N D T H E I R A S S O C I A T E D I N J E C T I O N P U M P S P - 2 . T H E P U M P P - 1 P R I M A R Y A N D S T A N D B Y P O S I T I O N S A N D TH E P U M P S P - 8 L E A D A N D L A G P O S I T I O N S S H A L L R O T A T E O N A W E E K L Y BASIS. PUMPS SHALL BE OFF WHEN A CALL FO R M E L T I S N O L O N G E R P R E S E N T . P O S S I B L E F U T U R E E X P A N S I O N O F T H E S N O W M E L T S Y S T E M M A Y R E S U L T I N PU M P S P - 1 O P E R A T I N G I N A L E A D A N D L A G S T R A T E G Y , S I M I L A R T O I N I T I A L P U M P S P - 8 O P E R A T I O N . PR O V I D E A M A N U A L O V E R R I D E S W I T C H W I T H A S I X H O U R ( A D J . ) T I M E R T O C Y C L E T H E S Y S T E M F O R I C E C L E A R I N G . DIAGRAMSNOWMELT MANIFOLD PIPING NO SCALESMSSMRSNOWMELT TUBING. INSTALL PER MANUFACTURER'S RECOMMENDATIONS.LOCATE MANIFOLD IN LANDSCAPING BOX (EXTERIOR) OR MOUNT ALONG WALL (INTERIOR).MANUFACTURER'S MANIFOLD WITH BALANCE/ISOLATION VALVES.REVERSE RETURN PIPING.TO (N) TOV SNOWMELT ZONES2"2" 1- 1 / 2 " SNOWMELT CONNECTION: STAIR TO WALK DIAGRAM NO SCALE9" O.C. TYP. FOR ALL LANDINGS & WALKS.HYDRONIC SNOWMELT TUBING.6" O.C. TYP. FOR ALL STAIRS.BA CU T I N ( N ) B A L A N C E V A L V E F O R ( E ) SN O W M E L T R E T U R N F O R B A L A N C I N G PU R P O S E S . VAIL, COLORADO9275.00 03-01-2013 SHEET TITLE:NO.Job no.:REVISION Drawn by:Date:Designed by:DATE BY LIONSHEAD PARK RENOVATIONSEAUDINANZECOPYRIGHT 2013 BG S:\BGProjects\9275.00 Sun Dial Plaza\Cad\BGCE CAD\927500M30.dwg Printed By: cadd-txc March 29, 2013 - 11:33am LC-XXX Vail:Denver:Fort Collins:Albuquerque:www.bgce.com(970)949-6108 (303) 278-3820 (970) 221-5691 (505) 323-9070 1ADDENDUM 103.22.13 ELP 2PERMIT DOCUMENTS03.29.13 ELP M3.0ELPTXCMECHANICALDIAGRAMS Re v i e w e d f o r C o d e C o m p l i a n c e Co d e : 2 0 1 2 In t e r n a t i o n a l B u i l d i n g C o d e ( I B C ) By Ma r t i n Ha e b e r l e , CB O at 2: 2 1 pm , Ap r 19 , 20 1 3 St a i r s to be 7" ma x ri s e an d 11 " mi n tr e a d fr o m no s e of tr e a d AB B R E V I A T I O N S AF C - A B O V E F I N I S H E D C E I L I N G AF F - A B O V E F I N I S H E D F L O O R AF G - A B O V E F I N I S H E D G R A D E AL - A L U M I N U M BF G - B E L O W F I N I S H G R A D E C - C O N D U I T CK T - C I R C U I T CT - C U R R E N T T R A N S F O R M E R EM - E M E R G E N C Y EW C - E L E C T R I C W A T E R C O O L E R (E ) - E X I S T I N G FB O - F U R N I S H E D B Y O T H E R S GF I - G R O U N D F A U L T C I RC U I T I N T E R R U P T E R IC - I N T E R M E D I A T E C R O S S - C O N N E C T IA W - I N A C C O R D A N C E W I T H NI C - N O T I N C O N T R A C T NT S - N O T T O S C A L E UG - U N D E R G R O U N D UN O - U N L E S S N O T E D O T H E R W I S E WP - W E A T H E R P R O O F XP - E X P L O S I O N P R O O F +1 8 " - M O U N T I N G H E I G H T T O C E N T E R L I N E O F D E V I C E A B O V E G R A D E PO W E R S Y M B O L S DU P L E X R E C E P T A C L E DO U B L E D U P L E X R E C E P T A C L E GF C I D U P L E X R E C E P T A C L E WA L L M O U N T E D S P E C I A L O U T L E T A S N O T E D SP E C I A L O U T L E T A S N O T E D ON E - L I N E D I A G R A M S Y M B O L S LI G H T I N G F I X T U R E S Y M B O L S EX T E R I O R B O L L A R D AW G - A M E R I C A N W I R E G A U G E AH J - A U T H O R I T Y H A V I N G J U R I S D I C T I O N CP U - C E N T R A L P R O C E S S I N G U N I T GR D - G R O U N D GC - G E N E R A L C O N T R A C T O R ID F - I N T E R M E D I A T E D I S T R I B U T I O N F R A M E IG - I S O L A T E D G R O U N D IR - I N F R A R E D OC - O N C E N T E R W - W A T T V - V O L T EX T E R I O R P O S T M O U N T E D L I G H T JU N C T I O N B O X WA L L M O U N T E D J U N C T I O N B O X FL O O R M O U N T E D J U N C T I O N B O X ME C H A N I C A L E Q U I P M E N T P O W E R C O N N E C T I O N FU S E D D I S C O N N E C T NO N F U S E D D I S C O N N E C T MO T O R S T A R T E R EN C L O S E D C I R C U I T B R EA K E R PU L L B O X PU S H B U T T O N TR A N S F O R M E R PA N E L B O A R D O R L O A D C E N T E R CO N T A C T O R EL E C T R I C M O T O R ME T E R CI R C U I T H O M E R U N CO N D U I T R U N CO N D U I T R U N B E L O W G R A D E CO N D U I T U P CO N D U I T D O W N TI M E R S W I T C H TI M E C L O C K PH O T O - C E L L SW I T C H SPCTCTSCTPBCBN--JJJ DI S C O N N E C T S W I T C H FU S E CI R C U I T B R EA K E R CU R R E N T T R A N S F O R M E R PO T E N T I A L T R A N S F O R M E R ME T E R GR O U N D NO R M A L L Y O P E N C O N T A C T NO R M A L L Y C L O S E D C O N T A C T CO L D W A T E R G R O U N D C O N N E C T I O N BU I L D I N G S T E E L G R O U N D C O N N E C T I O N M '*' ISSUED FOR INFORMATION ONLY' ' NOT PART OF SET' ' ISSUED AS PART OF A SETISSUE LOG KEY:#DATEISSUE LOG ELECTRICAL SHEET INDEX TITLE ELECTRICAL COVER SHEETE1.0BID SET 03.01.2013ELECTRICAL PLANE2.0 ELECTRICAL ONE-LINE DIAGRAME3.0 1.. VERIFY DIMENSIONS ON CIVIL AND LANDSCAPE DRAWINGS AND IN FIELD PRIOR TO COMMENCEMENTOF WORK.2.A.EACH BIDDER SHALL EXAMINE THE BIDDING DOCUMENTS CAREFULLY, AND NOT LATER THAN SEVEN DAYS PRIOR TO THE DATE OF RECEIPT OF BIDS, SHALL MAKE WRITTEN REQUEST TO THE ARCHITECT FOR INTERPRETATION OR CORRECTION OF ANY DISCREPANCIES, AMBIGUITIES, INCONSISTENCIES, OR ERRORS THEREIN WHICH HE MAY DISCOVER. THE ARCHITECT WILL BE ISSUE ANY INTERPRETATION OR CORRECTION AS AN ADDENDUM. ONLY A WRITTEN INTERPRETATION OR CORRECTION BY ADDENDUM SHALL BE BINDING. NO BIDDER SHALL RELY UPON INTERPRETATIONS OR CORRECTIONS GIVEN BY ANY OTHER METHOD. IF DISCREPANCIES, AMBIGUITIES, INCONSISTENCIES, OR ERRORS ARE NOT COVERED BY ADDENDUM OR WRITTEN DIRECTIVE, CONTRACTOR SHALL INCLUDE IN HIS BID, LABOR MATERIALS AND METHODS OF CONSTRUCTION RESULTING IN HIGHER COST. AFTER AWARD OF CONTRACT, NO ALLOWANCE OR EXTRA COMPENSATIONWILL BE MADE ON BEHALF OF THE CONTRACTOR DUE TO HIS FAILURE TO MAKE THE WRITTEN REQUESTS AS DESCRIBEDABOVE.B.FAILURE TO REQUEST CLARIFICATION DURING THE BID PERIOD OF ANY INADEQUACY, OMISSION, OR CONFLICT WILL NOT RELIEVE THE CONTRACTOR OF THEIR RESPONSIBILITIES. THE SIGNING OF THE CONTRACT WILL BE CONSIDERED AS IMPLICITLY DENOTING THAT THE CONTRACTOR HAS A THOROUGH COMPREHENSION OF THE FULL INTENT AND SCOPE OF THE WORKING DRAWINGS AND SPECIFICATIONS.3.VISIT SITE PRIOR TO BID AND VERIFY THAT CONDITIONS ARE AS INDICATED. CONTRACTOR SHALL INCLUDE IN HIS BID COSTS REQUIRED TO MAKE HIS WORK MEET EXISTING CONDITIONS.4.REVIEW ARCHITECTURAL, LANDSCAPE, CIVIL AND OTHER DRAWINGS PRIOR TO BID.5.WORK SHALL BE PERFORMED IN A WORKMANLIKE MANNER TO THE SATISFACTION OF THE OWNER.6.WORK, MATERIALS, AND EQUIPMENT SHALL CONFORM TO THE LATEST EDITIONS OF LOCAL, STATE OF COLORADO, AND NATIONAL CODES AND ORDINANCES.7.PROVIDE PERMITS AND INSPECTIONS REQUIRED.8.GUARANTEE THE INSTALLATION AGAINST DEFECTS IN MATERIALS AND WORKMANSHIP WHICH MAY OCCUR UNDER NORMAL USAGE FOR A PERIOD OF ONE YEAR AFTER OWNER'S ACCEPTANCE. DEFECTS SHALL BE PROMPTLY REMEDIED WITHOUT COST TO THE OWNER.9.SYSTEMS SHALL BE COMPLETE, OPERABLE, AND READY FOR CONTINUOUS OPERATION.10.CONTRACTOR'S FAILURE TO ORDER OR RELEASE ORDER FOR MATERIALS AND/OR EQUIPMENT WILL NOT BE ACCEPTED AS A REASON TO SUBSTITUTE ALTERNATE MATERIALS, EQUIPMENT, OR INSTALLATION METHODS.11.ALL EMPTY RACEWAY SYSTEMS SHALL HAVE A NUMBER 12 PULLWIRE OR EQUAL.12.INSTALL ALL MATERIALS IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. ANY DEVIATIONS SHALL BE BROUGHT TO THE OWNER/ENGINEER'S ATTENTION PRIOR TO INSTALLATION.13.SYSTEMS SHALL BE TESTED FOR PROPER OPERATION. IF TESTS SHOW THAT WORK IS DEFECTIVE, CONTRACTOR SHALL MAKE CORRECTIONS NECESSARY AT NO COST TO OWNER.14.SPLICES IN EXTERIOR PULLBOXES AND MANHOLES SHALL BE MADE WATERPROOF USING "SCOTCHCAST" SPLICE KIT OR APPROVED EQUAL. SEAL ENDS OF CONDUITS AND DUCTS WITH "DUCTSEAL" OR APPROVED EQUAL.15.CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING EQUIPMENT WHICH IS DAMAGED DUE TO INCORRECT FIELD WIRING PROVIDED UNDER THIS SECTION, OR FACTORY WIRING IN EQUIPMENT PROVIDED UNDER THIS SECTION.16.ALL ELECTRICAL SYSTEMS COMPONENTS SHALL BE LISTED OR LABELED BY U.L. OR OTHER RECOGNIZED TESTING FACILITY.17.EXTERIOR WEATHERPROOF RECEPTACLES SHALL BE DIE CAST ALUMINUM WITH DIE CAST ALUMINUM, LOCKABLE IN-USE WEATHERPROOF COVERS.18.PULLBOXES, CABINETS, ETC. MOUNTED ON THE EXTERIOR AT GRADE LEVEL, SHALL BE WEATHERPROOF TYPE WITH HINGED LOCKABLE COVERS SECURED WITH TAMPERPROOF SCREWS.GENERAL NOTES:LUMINAIRE SCHEDULE TY P E D E S C R I P T I O N M O U N T I N G LAMPSINPUT WATTSVOLTMANUFACTURERCATALOG NUMBERSPECIFIC NOTESQTYTYPE SL A CU S T O M T O W N O F V A I L P O L E T O P L A N T E R N F I X T U R E WI T H 1 0 0 H P S L A M P I N T O P A N D M E D I U M S O C K E L E D L A M P IN B O T T O M W I T H B A N N E R A R M , P L A N T E R A R M , A N D RE C E P T A C L E A T T O P O F P O L E PO L E 1 2 ' - 0 " 1 100W HPS &LEDTRONIC #BBL513-06-02130208US LONG LIFEUSLLTOV MODIFIED(1) SL B ST A N D A R D T O W N O F V A I L B O L L A R D F I X T U R E W I T H CO R - T E N F I N I S H . BO L L A R D 1 3 5 W H P S 4 9 2 0 8 L O I S P O U L S E N B Y S / 1 / 3 5 W / H P S / E D - 1 7 / C O R - T E N (2) GE N E R A L N O T E S : A. TH E L U M I N A I R E S C H E D U L E C A N N O T B E U S E D I N D E P E N D E N T L Y O F T H E D R A W I N G S A N D S P E C I F I C A T I O N S T O O B T A I N L U M I N A I R E C O S T S . T H E I N D I V I D UAL ESTABLISHING LUMINAIRE COSTS SHALL NOT QUOTE PRICING WI T H O U T F I R S T S E E I N G A P P L I C A B L E E L E C T R I C A L D R A W I N G S A N D D I V I S I O N 1 6 S P E C I F I C A T I O N S . T H E C O N T R A C T O R I S R E P O N S I B L E F O R P R O V I D I N G NECESSARY DRAWINGS AND SPECIFICATIONS TO THE INDIVIDUAL QU O T I N G L U M I N A I R E P R I C I N G . SP E C I F I C N O T E S : (1 ) TO V S T A N D A R D P O L E L I G H T F I X T U R E S T O B E P R O V I D E D B Y T H E T O W N O F V A I L A N D I N S T A L L E D B Y E L E C T R I C A L C O N T R A C T O R . C O N T R A C T O R S H A L L P R OVIDE AND INSTALL RECEPTACLES. (2 ) BO L L A R D F I X T U R E T O B E S U P P L I E D B Y T O W N O F V A I L A N D I N S T A L L E D B Y E L E C T R I C A L C O N T R A C T O R . ELECTRICAL SPECIFICATIONSE1.1ADDENDUM #1 PERMIT SET 03.22.13 03.29.13 VAIL, COLORADO9275.00 03-01-2013 SHEET TITLE:NO.Job no.:REVISION Drawn by:Date:Designed by:DATE BY LIONSHEAD PARK RENOVATIONSEAUDINANZECOPYRIGHT 2013 BG S:\BGProjects\9275.00 Sun Dial Plaza\Cad\BGCE CAD\927500E10.dwg Printed By: cadd-txc March 29, 2013 - 11:39am LC-XXX Vail:Denver:Fort Collins:Albuquerque:www.bgce.com(970)949-6108 (303) 278-3820 (970) 221-5691 (505) 323-9070 1ADDENDUM 103.22.13 ELP 2PERMIT DOCUMENTS03.29.13 ELP E1.0MASMASELECTRICALCOVER SHEET Re v i e w e d f o r C o d e C o m p l i a n c e Co d e : 2 0 1 2 In t e r n a t i o n a l B u i l d i n g C o d e ( I B C ) By Ma r t i n Ha e b e r l e , CB O at 2: 2 3 pm , Ap r 19 , 20 1 3 SE C T I O N 1 6 0 1 0 - - E L E C T R I C A L G E N E R A L P R O V I S I O N S PA R T 1 - G E N E R A L 1. 0 1 R E L A T E D D O C U M E N T S A. T h e G e n e r a l C o n d i t i o n s , S p e c i a l C o n d i t i o n s , a n d C o n t r a c t D o c u m e n t s a r e p a r t o f t h e s e s p e c i f i c a t i o n s . C o n s u l t t h e m f u r t h e r f o r i n s t r u c t i o n s a n d b e g o v e r n e d b y th e r e q u i r e m e n t s c o n t a i ne d t h e r e u n d e r . 1. 0 2 D E S C R I P T I O N A. W o r k I n c l u d e d 1. W o r k s h a l l c o n s i s t o f f u r n i s h i n g a l l l a b o r , e q u i p m e n t , s u p p l i e s a n d m a t e r i a l s , u n l e s s o t h e r w i s e s p e c i f i e d , n e c e s s a r y f o r t h e in s t a l l a t i o n o f c o m p l e t e e l e c t r i c a l sy s t e m s a s r e q u i r e d b y t h e s p e c i f i c a t i o n s a n d a s s h o w n o n t h e d r a w i n g s , s u b j e c t t o t h e t e r m s a n d c o n d i t i o n s o f t h e c o n t r a c t . T he w o r k s h a l l a l s o i n c l u d e t h e co m p l e t i o n o f t h o s e d e t a i l s o f e l e c t r i c a l w o r k n o t m e n t i o n e d o r s h o w n w h i c h a r e n e c e s s a r y f o r t h e s u c c e s s f u l o p e r a t i o n o f a l l e le c t r i c a l s y s t e m s . B. W o r k N o t I n c l u d e d 1. C e r t a i n l a b o r , m a t e r i a l s , a n d e q u i p m e n t m a y b e f u r n i s h e d u n d e r o t h e r s e c t i o n s o f t h e s e s p e c i f i c a t i o n s , b y U t i l i t y C o m p a n i e s o r b y t h e O w n e r ; w h e n t h i s i s t h e ca s e , t h e e x t e n t , s o u r c e , a n d d e s c r i p t i o n o f t h e s e i t e m s w i l l b e a s i n d i c a t e d o n t h e d r a w i n g s o r a s d e s c r i b e d i n t h e s p e c i f i c a t io n . 1. 0 3 P R O V I S I O N S A. W o r k p e r f o r m e d u n d e r t h i s d i v i s i o n o f t h e s p e c i f i c a t i o n s s h a l l c o n f o r m t o t h e r e q u i r e m e n t s o f D i v i s i o n 1 , t h e e l e c t r i c a l d r a w in g s , a n d a l l i t e m s h e r e i n a f t e r s p e c i f i e d . 1. P r i o r t o a n y w o r k b e i n g p e r f o r m e d u n d e r t h i s d i v i s i o n , e x a m i n e c i v i l , l a n d s c a p e , m e c h a n i c a l , a n d s p e c i a l t y s y s t e m s d r a w i n g s a nd s p e c i f i c a t i o n s . I f a n y dis c r e p a n c i e s o c c u r b e t w e e n t h e m a n d t h e e l e c t r i c a l d r a w i n g s a n d s p e c i f i c a t i o n s , r e p o r t d i s c r e p a n c i e s t o t h e A r c h i t e c t i n w r i t i ng a n d o b t a i n w r i t t e n i n s t r u c t i o n s fo r t h e w o r k . 2. E l e c t r i c a l d r a w i n g s a r e d i a g r a m m a t i c , b u t s h a l l b e f o l l o w e d a s c l o s e l y a s a c t u a l c o n s t r u c t i o n w i l l p e r m i t . A l l c h a n g e s f r o m dr a w i n g s n e c e s s a r y t o m a k e t h e ele c t r i c a l w o r k c o n f o r m t o t h e b u i l d i n g a s c o n s t r u c t e d s h a l l b e m a d e w i t h o u t a d d i t i o n a l c o s t t o t h e O w n e r . 3. C o o r d i n a t e t h e e l e c t r i c a l w o r k w i t h t h e G e n e r a l C o n t r a c t o r a n d b e r e s p o n s i b l e t o h i m f o r s a t i s f a c t o r y p r o g r e s s o f t h e s a m e . Co o r d i n a t e e l e c t r i c a l w o r k w i t h a l l ot h e r t r a d e s o n t h e p r o j e c t w i t h o u t ad d i t i o n a l c o s t t o t h e O w n e r . 4. A l l w o r k a n d m a t e r i a l s c o v e r e d b y d r a w i n g s a n d s p e c i f i c a t i o n s s h a l l b e s u b j e c t t o r e v i e w a t a n y t i m e b y r e p r e s e n t a t i v e s o f t h e E n g i n e e r a n d O w n e r . I f t h e En g i n e e r o r O w n e r ' s a g e n t f i n d s a n y m a t e r i a l s o r i n s t a l l a t i o n t h a t d o e s n o t c o n f o r m t o t h e s e d r a w i n g s an d s p e c i f i c a t i o n s , C o n t r a c t o r s h a l l r e m o v e t h e m a t e r i a l fr o m t h e p r e m i s e s a n d c o r r e c t t h e i n s t a l l a t i o n t o t h e s a t i s f a c t i o n o f t h e ag e n t . 5. I n a c c e p t a n c e o r r e j e c t i o n o f i n s t a l l e d e l e c t r i c a l s y s t e m s , n o a l l o w a n c e w i l l b e m a d e f o r l a c k o f s k i l l o n t h e p a r t o f t h e i n st a l l e r s . . 1. 0 4 C O D E S A N D S T A N D A R D S A. T h e l a t e s t e d i t i o n s o f t h e f o l l o w i n g s t a n d a r d s ( i n c l u d i n g s u p p l e m e n t s a n d o f f i c i a l i n t e r p r e t a t i o n s ) a r e m i n i m u m r e q u i r e m e n t s : 1. N F P A 7 0 - N a t i o n a l E l e c t r i c a l C o d e ( N E C ) . 2. C o n f o r m t o a l l a p p l i c a b l e S t a t e a n d L o c a l C o d e s . 3. N a t i o n a l E l e c t r i c a l S a f e t y C o d e ( N E S C ) . B. T h e c o m p l e t e i n s t a l l a t i o n s h a l l c o m p l y w i t h r e q u i r e m e n t s o f t h e u t i l i t y c o m p a n i e s f u r n i s h i n g s e r v i c e t o t h i s i n s t a l l a t i o n . T he d r a w i n g s a n d s p e c i f i c a t i o n s t a k e pr e c e d e n c e w h e n t h e y a r e m o r e s t r i n g e n t t h a n c o d e s , s t a t u t e s , o r o r d i n a n c e s i n e f f e c t . A p p l i c a b l e c od e s , o r d i n a n c e s , s t a n d a r d s a n d s t a t u t e s t a k e p r e c e d e n c e wh e n t h e y a r e m o r e s t r i n g e n t o r c o n f l i c t w i t h t h e d r a w i n g s a n d s p e c i f i c a t i o n s . 1. 0 5 S P E C I A L R E Q U I R E M E N T S A. D e f i n i t i o n s : “ P r o v i d e ” s h a l l m e a n “ f u r n i s h a n d i n s t a l l ” . “ F u r n i s h ” m e a n s t o s u p p l y a l l m a t e r i a l s , l a b o r , e q u i p m e n t , t e s t i n g ap p a r a t u s , c o n t r o l s , t e s t s , a c c e s s o r i e s a n d al l o t h e r i t e m s c u s t o m a r i l y r e q u i r e d f o r t h e p r o p e r a n d c o m p l e t e a p p l i c a t i o n . “ I n s t a l l ” m ea n s t o j o i n , u n i t , f a s t e n , l i n k , a t t a c h , s e t u p o r o t h e r w i s e c o n n e c t t o g e t h e r be f o r e t e s t i n g a n d t u r n i n g o v e r t o O w n e r , c o m p l e t e a n d r e a d y f o r r e g u l a r o p e r a t i o n . T h e w o r d s “ a c c e p t ” o r “ a c c e p t a b l e ” de n o t e o n l y t h a t t h e e q u i p m e n t i t e m s a r e in g e n e r a l c o n f o r m a n c e w i t h t h e d e s i g n c o n c e p t o f t h e p r o j e c t . B. D r a w i n g s : 1. T h e d r a w i n g s i n d i c a t e t h e g e n e r a l a r r a n g e m e n t o f c i r c u i t s a n d o u t l e t s , l o c a t i o n s o f pa n e l b o a r d s , l i g h t s a n d o t h e r w o r k . I n f o r m a t i o n s h o w n o n t h e d r a w i n g s i s sc h e m a t i c , h o w e v e r , r e - c i r c u i t i n g w i l l n o t b e p e r m i t t e d w i t h o u t s p e c i f i c a c c e p t a n c e . D r a w i n g s a n d s p e c i f i c a t i o n s a r e c o m p l e m e n t ar y t o e a c h o t h e r . W h a t i s ca l l e d f o r b y o n e s h a l l b e a s b i n d i n g a s i f c a l l e d f o r b y b o t h . D a t a p r e s e n t e d o n t h e s e d r a w i n g s i s a c c u r a t e a s p l an n i n g c a n b e d e t e r m i n e d , b u t a c c u r a c y i s n o t gu a r a n t e e d a n d f i e l d v e r i f i c a t i o n o f a l l d i m e n s i o n s , l o c a t i o n s , l e v e l s , e t c . , t o s u i t f i e l d c o n d i t i o n s i s d i r e c t e d . R e v i e w a l l C i v i l , L a n d s c a p e a n d M e c h a n i c a l Dr a w i n g s a n d S p e c i f i c a t i o n s ; a d j u s t a l l w o r k t o c o n f o r m t o a l l c o n d i t i o n s s h o w n t h e r e i n . T h e C i v i l d r a w i n g s s h a l l t a k e p r e c e d e nc e o v e r a l l o t h e r d r a w i n g s . 2. D i s c r e p a n c i e s b e t w e e n d i f f e r e n t p l a n s , b e t w e e n p l a n s a n d s p e c i f i c a t i o n s , b e t w e e n s p e c i f i c a t i o n s o r r e g u l a t i o n s a n d c o d e s g o v e rn i n g t h i s i n s t a l l a t i o n s h a l l b e br o u g h t t o t h e a t t e n t i o n o f t h e O w n e r i n w r i t i n g b e f o r e t h e d a t e o f b i d o p e n i n g . I n t h e e v e n t s u c h d i s c r ep a n c i e s e x i s t , a n d t h e O w n e r i s n o t s o n o t i f i e d , t h e ad j u d i c a t i o n o f r e s p o n s i b i l i t y s h a l l b e s o l e l y a t t h e d i s c r e t i o n o f t h e O w n e r . 1. 0 6 E X A M I N A T I O N O F B I D D I N G D O C U M E N T S A. E a c h b i d d e r s h a l l e x a m i n e t h e b i d d i n g d o c u m e n t s c a r e f u l l y , a n d n o t l a t e r t h a n s e v e n d a y s p r i o r t o t h e d a t e o f r e c e i p t o f b i d s , s h a l l m a k e w r i t t e n r e q u e s t t o t h e En g i n e e r f o r i n t e r p r e t a t i o n o r c o r r e c t i o n o f a n y d i s c r e p a n c i e s , a m b i g u i t y , i n c o n s i s t e n c y , o r e r r o r t h e r e i n w h i c h h e m a y d i s c o v e r. A n y i n t e r p r e t a t i o n o r c o r r e c t i o n w i l l be i s s u e d a s a n a d d e n d u m b y t h e O w n e r . O n l y a w r i t t e n i n t e r p r e t a t i o n o r c o r r e c t i o n b y ad d e n d u m s h a l l b e b i n d i n g . N o b i d d e r s h a l l r e l y u p o n i n t e r p r e t a t i o n s o r co r r e c t i o n s g i v e n b y a n y o t h e r m e t h o d . I f d i s c r e p a n c i e s , a m b i g u i t y , i n c o n s i s t e n c y , o r e r r o r a r e n o t c o v e r e d b y a d d e n d u m o r w r i tt e n d i r e c t i v e , C o n t r a c t o r s h a l l in c l u d e i n h i s b i d , l a b o r m a t e r i a l s a n d m e t h o d s o f c o n s t r u c t i o n r e s u l t i n g i n h i g h e r c o s t . A f t e r a w a r d o f c o n t r a c t , n o a l l o w a n c e o r e x t r a c o m p e n s a t i o n w i l l b e m a d e on b e h a l f o f t h e C o n t r a c t o r d u e t o h i s f a i l u r e t o m a k e t h e w r i t t e n r eq u e s t s a s d e s c r i b e d a b o v e . B. F a i l u r e t o r e q u e s t c l a r i f i c a t i o n d u r i n g t h e b i d p e r i o d o f a n y i n a d e q u a c y , o m i s s i o n , o r c o n f l i c t w i l l n o t r e l i e v e t h e C o n t r a c t or o f t h e i r r e s p o n s i b i l i t i e s . T h e s i g n i n g o f th e c o n t r a c t w i l l b e c o n s i d e r e d a s i m p l i c i t l y de n o t i n g t h a t t h e C o n t r a c t o r h a s a t h o r ou g h c o m p r e h e n s i o n o f t h e f u l l i n t e n t a n d s c o p e o f t h e w o r k i n g d r a w i n g s a n d sp e c i f i c a t i o n s . 1. 0 7 P E R M I T S , F E E S & N O T I C E S A. O b t a i n a n d p a y f o r a l l n e c e s s a r y p e r m i t s , i n s p e c t i o n s a n d c e r t i f i c a t e s t h a t m a y b e n e c e s s a r y f o r t h e f u l l c o m p l e t i o n o f t h e w or k . F u r n i s h t h e O w n e r w i t h a ce r t i f i c a t e o f f i n a l i n s p e c t i o n a n d a p p r o v a l f r o m t h e A H J o v e r t h e e l e c t r i c a l i n s t a l l a t i o n . B. N o t i f y p r o p e r a u t h o r i t i e s w h e n w o r k i s r e a d y f o r i n s p e c t i o n s r e q u i r e d b y a p p l i c a b l e c o d e s , r u l e s a n d r e g u l a t i o n s , a l l o w i n g s u ffi c i e n t t i m e f o r i n s p e c t i o n s t o b e m a d e wi t h o u t h i n d e r i n g p r o g r e s s o f t h e w o r k . F u r n i s h t o t h e O w n e r c o p i e s o f i n s p e c t i o n c e r t i f i c a t e s o f a c c e p t a n c e . 1. 0 8 T E S T S A. U p o n c o m p l e t i o n o f a l l w o r k a n d a d j u s t m e n t o f a l l e q u i p m e n t , p r o v i d e c o m p l e t e o p e r a t i o n a l t e s t s o f a l l e l e c t r i c a l e q u i p m e n t p ro v i d e d u n d e r t h i s d i v i s i o n . 1. 0 9 W A R R A N T Y A. G u a r a n t e e t h a t a l l w o r k g o v e r n e d b y t h i s d i v i s i o n s h a l l b e f r e e o f d e f e c t s i n w o r k m a n s h i p , m a t e r i a l s an d p a r t s f o r a p e r i o d o f o n e ( 1 ) y e a r a f t e r w r i t t e n a c c e p t a n c e . Pr o m p t l y r e p a i r , r e v i s e , a n d r e p l a c e d e f e c t s a s d i r e c t e d w i t h n o ad d i t i o n a l c o s t t o t h e O w n e r ( l a m p s a n d f u s e s a r e e x e m p t ) . 1. 1 0 R E C O R D D R A W I N G S A. M a i n t a i n a c u r r e n t s e t o f e l e c t r i c a l d r a w i n g s a t t h e s i t e . N e a t l y m a r k a l l c h a n g e s a n d d e v i a t i o n s f r o m t h e o r i g i n a l d r a w i n g s . U s e a c o l o r w h i c h c o n t r a s t s w i t h t h e pr i n t s . T h i s s h a l l b e a s e p a r a t e s e t o f d r a w i n g s , n o t u s e d f o r c o n s t r u c t i o n p u r p o s e s , an d s h a l l b e k e p t u p t o d a t e a s t h e j o b p r o g r e s s e s a n d s h a l l b e m a d e a v a i l a b l e fo r i n s p e c t i o n b y t h e A r c h i t e c t a t a l l t i m e s . T h e s e u p d a t e d p r o g r e s s d r a w i n g s s h a l l b e u s e d t o p r od u c e t h e f i n a l r e c o r d d r a w i n g s t h a t s h a l l b e i n A u t o C a d e l e c t r o n i c fo r m a t m e d i a u p o n p r o j e c t c o m p l e t i o n . B. U p o n c o m p l e t i o n o f t h e c o n t r a c t , b o t h s e t s ( e l e c t r o n i c a n d h a r d c o p y d r a w i n g s ) o f r e c o r d d r a w i n g s s h a l l b e d e l i v e r e d t o t h e A rc h i t e c t . C. T h e C o n t r a c t o r s h a l l m a r k a l l r e c o r d d r a w i n g s o n t h e f r o n t l o w e r r i g h t h a n d c o r n e r w i t h a s t a m p i m p r e s s i o n t h a t r e a d s ' R E C O R D D R A W I N G S ' o r s i m i l a r . 1. 1 1 P R O J E C T / S I T E C O N D I T I O N S A. I n s t a l l w o r k i n l o c a t i o n s s h o w n o n D r a w i n g s , u n l e s s p r e v e n t e d b y P r o j e c t c o n d i t i o n s . B. P r i o r t o s u b m i t t i n g a b i d , v i s i t t h e s i t e o f j o b a n d a s c e r t a i n a l l c o n d i t i o n s a f f e c t i n g t h e p r o p o s e d i n s t a l l a t i o n a n d a d j u s t al l w o r k a c c o r d i n g l y . M a k e p r o v i s i o n s f o r th e s e c o s t s . C. C o o r d i n a t e t h e w o r k w i t h t h a t o f a l l o t h e r t r a d e s . W h e r e c o n f l i c t s o f w o r k o c c u r an d d e p a r t u r e f r o m t h e i n d i c a t e d a r r a n g e m e n t s a r e n e c e s s a r y , c o n s u l t w i t h o t h e r Co n t r a c t o r s i n v o l v e d ; c o m e t o a g r e e m e n t a s t o c h a n g e d l o c a t i o n s a n d e l e v a t i o n s , e t c . , an d o b t a i n w r i t t e n a c c e p t a n c e f r o m t h e O w n e r o f p r o p o s e d c h a n g e s b e f o r e pr o c e e d i n g w i t h w o r k . D. A l l o u t a g e s o f e l e c t r i c a l s e r v i c e s h a l l b e s c h e d u l e d w i t h t h e O w n e r a n d U t i l i t y C o m p a n y f i v e ( 5 ) d a y s i n a d v a n c e o f p r o p o s e d ou t a g e . I n c l u d e a n o v e r t i m e al l o w a n c e i n t h e b i d f o r t h e p e r f o r m a n c e o f a l l w o r k r e q u i r i n g o u t a g e s a t s u c h t i m e a s i t i s ap p r o v e d b y t h e O w n e r . O u t a g e s s h a l l b e a t a t i m e a n d o f s u c h d u r a t i o n as a c c e p t e d b y t h e O w n e r . 1. 1 2 S E Q U E N C I N G A N D S C H E D U L I N G A. C o n s t r u c t W o r k i n s e q u e n c e u n d e r p r o v i s i o n s o f D i v i s i o n 1 . 1. 1 3 U S E O F T H E A R C H I T E C T ' S A N D / O R E N G I N E E R ' S D R A W I N G S A. T h e C o n t r a c t o r s h a l l o b t a i n , a t t h e C o n t r a c t o r ' s e x p e n s e , f r o m t h e O w n e r o r E n g i ne e r a s e t o f A u t o C A D o r c o m p a t i b l e f o r m a t a r c h i t e c t u r a l a n d e n g i n e e r i n g dr a w i n g s o n e l e c t r o n i c m e d i a w h e r e d e s i r e d b y t h e C o n t r a c t o r a n d / o r r e q u i r e d b y t h e S p e c i f i c a t i o n s f o r u s e i n p r e p a r i n g t h e s h o p d r a w i n g s , c o o r d i n a t i o n d r a w i n g s , an d r e c o r d d r a w i n g s . T h e C o n t r a c t o r s h a l l p r o v i d e t o t h e A r c h i t e c t a n d E n g i n e e r a w r i t t e n r e l e a s e o f l i a b ili t y a c c e p t a b l e t o t h e A r c h i t e c t an d E n g i n e e r p r i o r t o re c e i v i n g t h e e l e c t r o n i c m e d i a . PA R T 2 - G E N E R A L 2. 1 S T A N D A R D F O R M A T E R I A L S A. A l l m a t e r i a l s s h a l l c o n f o r m t o c u r r e n t a p p l i c a b l e i n d u s t r y s t a n d a r d s . W o r k m a n s h i p a n d n e a t a p p e a r a n c e s h a l l b e a s i m p o r t a n t as t h e e l e c t r i c a l a n d m e c h a n i c a l op e r a t i o n . D e f e c t i v e o r d a m a g e d m a t e r i a l s s h a l l b e r e p l a c e d o r r e p a i r e d , p r i o r t o f i n a l a c c e p t a n c e , i n a m an n e r a c c e p t a b l e t o t h e E n g i n e e r o r O w n e r a t n o ad d i t i o n a l c o s t t o t h e O w n e r . B. A l l e l e c t r i c a l m a t e r i a l s s h a l l b e a c c e p t a b l e f o r i n s t a l l a t i o n o n l y i f l a b e l e d o r l i s t e d b y a n a t i o n a l l y r e c o g n i z e d t e s t i n g l a bo r a t o r y a n d i f a c c e p t e d b y l o c a l a u t h o r i t i e s . 2.2 S U B M I T T A L S A. S u b m i t u n d e r p r o v i s i o n o f D i v i s i o n 1 . B. P r e s e n t s h o p d r a w i n g s u b m i t t a l d a t a a t o n e t i m e , i n a s i n g l e e l e c t r o n i c ( P D F ) f i l e , i nd e x e d i n a n e a t a n d o r d e r l y m a n n e r . P a r t i a l s u b m i t t a l s wil l n o t b e a c c e p t e d . Do n o t b e g i n w o r k u n t i l c o p y i s r e t u r n e d . C. S u b m i t m a n u f a c t u r e r ' s d a t a , w i r i n g d i a g r a m s a n d m a t e r i a l s c h e d u l e s t h a t m a y b e r e q u e s t e d b y t h e E n g i n e e r f o r h i s r e v i e w . P r o du c t d a t a s h e e t s s h a l l c l e a r l y in d i c a t e / m a r k m o d e l , o p t i o n s , a n d a c c e s s o r i e s b e i n g p r o v i d e d , s u b m i t t a l s n o t m a r k e d a c c o r d i n g l y w i l l n o t b e r e v i e w e d a n d r e t u r n ed t o C o n t r a c t o r . T h e r e v i e w b y th e E n g i n e e r a n d O w n e r w i l l n o t c o n s t i t u t e c o n c u r r e n c e w i t h a n y d e v i a t i o n f r o m t h e p l a n s a n d s p e c i f i c a t i o n s u n l e s s s u c h d e v i a t i on s a r e s p e c i f i c a l l y i d e n t i f i e d b y t h e me t h o d d e s c r i b e d b e l o w , n o r s h a l l i t r e l i e v e t h e C o n t r a c t o r o f r e s p o n s i b i l i t y f o r e r r o r s o r o m i s s i o n s i n t h e s u b m i t t e d d a t a . D. P r o c e s s e d s h o p d r a w i n g s s h a l l n o t b e c o n s t r u e d a s c h a n g e o r d e r s . T h e s h o p d r a w i n g s s h a l l d e m o n s t r a t e t h a t t h e C o n t r a c t o r u n d er s t a n d s t h e d e s i g n c o n c e p t , in d i c a t e w h i c h e q u i p m e n t a n d m a t e r i a l s h e i n t e n d s t o p r o v i d e , a n d d e t a i l t h e f a b r i c a t i o n an d i n s t a l l a t i o n m e t h o d s h e i n t e n d s t o u s e . I f d e v i a t i o n s , d i s c r e p a n c i e s o r co n f l i c t s b e t w e e n s h o p d r a w i n g s u b m i t t a l s a n d t h e d e s i g n d r a w i n g s a n d s p e c i f i c a t i o n s a r e d i s c o v e r e d , t h e d e s i g n d r a w i n g s a n d s p ec i f i c a t i o n s s h a l l g o v e r n . E. C o n t r a c t o r s h a l l b e r e s p o n s i b l e f o r d i m e n s i o n s ( w h i c h h e s h a l l c o n f i r m a n d c o r r e l a t e a t t h e j o b s i t e ) , f a b r i c a t i o n p r o c e s s e s an d t e c h n i q u e s o f c o n s t r u c t i o n a n d co o r d i n a t i o n o f h i s w o r k w i t h t h a t o f o t h e r t r a d e s . T h e C o n t r a c t o r s h a l l c h e c k a n d v e r i f y a l l m e a s u r e m e n t s a n d r e v i e w s h o p d r a wi n g s b e f o r e s u b m i t t i n g t h e m a n d si g n a s t a t e m e n t o n t h e s h o p d r a w i n g s w h i c h s i g n i f i e s t h a t t h e y c o m p l y w i t h p l a n s a n d s p e c i f i c a t i o n s a n d t h a t e q u i p m e n t i s d i m e ns i o n a l l y s u i t a b l e f o r t h e ap p l i c a t i o n . I f a n y d e v i a t i o n s f r o m t h e s p e c i f i e d r e q u i r e m e n t s f o r a n y i t e m o f m a t e r i a l o r e q u i p m e n t e x i s t , s u c h d e v i a t i o n s h a ll b e e x p r e s s l y s t a t e d i n w r i t i n g a n d in c o r p o r a t e d w i t h t h e s u b m i t t a l . T h e O w n e r ' s c o p y o f t h e r e v i e w e d s u b m i t t a l s s h a l l b e r e t a i n e d b y t h e C o n t r a c t o r u n t i l c o m p l e t io n o f t h e p r o j e c t a n d p r e s e n t e d i n bo u n d f o r m t o t h e O w n e r . 2.3 B I D A L T E R N A T E ( S ) A. R e f e r t o D i v i s i o n 1 a n d a l l c o n t r a c t d o c u m e n t s f o r ad d i t i o n a l i n f o r m a t i o n . B. A l t e r n a t e ( s ) f o r M a t e r i a l a n d E q u i p m e n t 1. E q u i p m e n t a n d m a t e r i a l b i d a l t e r n a t e ( s ) s h a l l b e p r o p o s e d a s a d d i t i v e o r d e d u c t i v e a l t e r n a t e ( s ) t o s p e c i f i e d i t e m s b y s u b m i t t in g i t a s a s e p a r a t e l i n e i t e m f r o m th e b a s e b i d o n t h e B i d d e r ' s l e t t e r h e a d . 2. S u c h b i d a l t e r n a t e p r o p o s a l s s h a l l n o t b e s u b s t i t u t e d o r i n c l u d e d i n t h e b a s e b i d . B i d a l t e r n a t e p r op o s a l ( s ) m u s t b e a c c o m p a n i e d b y f u l l d e s c r i p t i v e d a t a o n th e p r o p o s e d e q u i p m e n t , t o g e t h e r w i t h a s t a t e m e n t o f t h e c o s t t o b e a d d e d o r d e d u c t e d f o r e a c h i t e m . T h e b i d a l t e r n a t e s h a l l i nc l u d e a l l m a t e r i a l s , e q u i p m e n t , la b o r , e l e c t r i c a l c o n n e c t i o n s , c o o r d i n a t i o n w i t h a l l o t h e r t r ad e s , e t c . f o r a c o m p l e t e a n d o p e r a t i o n a l sy s t e m . 3. T h e C o n t r a c t o r s h a l l s u b m i t t h e b i d a l t e r n a t e s a t t h e t i m e t h e b a s e b i d s a r e d u e . . 2. 4 S U B S T I T U T I O N S ( C O N T R A C T O R A N D / O R O W N E R I N I T I A T E D ) A. M a t e r i a l s o r e q u i p m e n t l i s t e d b y s e v e r a l m a n u f a c t u r e r s ' n a m e s a r e i n t e n d e d t o b e b i dd e r ' s c h o i c e , a n d a n y o f t h e l i s t e d m a n u f a c t u r e r s m a y b e u s e d i n t h e b a s e bi d . M a t e r i a l s o r e q u i p m e n t n o t l i s t e d a r e c o n s i d e r e d s u b s t i t u t i o n s . B. P e r f o r m a n c e S p e c i f i c a t i o n : W h e n a n y i t e m i s s p e c i f i e d b y r e q u i r e m e n t t o m e e t a p e r f o r m a n c e , i n d u s t r y o r r e g u l a t i n g b o d y s t a n d ar d o r i s s p e c i f i e d g e n e r i c a l l y ( n o ma n u f a c t u r e r ' s n a m e l i s t e d ) , n o p r i o r r e v i e w b y t h e C o n s u l t i n g E l e c t r i c a l E n g i n e e r i s n e e d e d u n l e s s s p e c i f i c a l l y c a l l e d f o r i n th e s e s p e c i f i c a t i o n s . C. C o n t r a c t o r t o b e r e s p o n s i b l e f o r a n y c h a n g e s a n d c o s t s t o a c c o m m od a t e a n y e q u i p m e n t e x c e p t t h e f i r s t n a m e d i n t h e s p e c i f i c a t i o n . D. S u b s t i t u t i o n s f o r M a t e r i a l 1. E q u i p m e n t a n d m a t e r i a l s n o t l i s t e d a s e q u i v a l e n t s m a y b e p r o p o s e d a s d e d u c t i v e a l t e r n a t e s t o s p e c i f i e d i t e m s b y s u b m i t t i n g i t a s a s e p a r a t e l i n e i t e m t o t h e ba s e b i d o n t h e B i d d e r ' s l e t t e r h e a d . 2. S u c h s u b s t i t u t i o n s s h a l l n o t b e s u b s t i t u t e d f o r t h e b a s e b i d a n d m u s t b e a c c o m p a n i e d b y a f u l l d e s c r i p t i o n o f t h e d i f f e r e n c e be t w e e n t h e C o n t r a c t D o c u m e n t re q u i r e m e n t s a n d t h a t o f t h e s u b s t i t u t i o n , t h e c o m p a r a t i v e f e a t u r e s o f e a c h , a n d t h e e f f e c t o f t h e c ha n g e o n t h e e n d r e s u l t p e r f o r m a n c e . I n c l u d e t h e i m p a c t o f all c h a n g e s o n o t h e r c o n t r a c t o r s a n d a c k n o w l e d g e t h e i n c l u s i o n o f a d d i t i o n a l c o s t s t o t h e o t h e r t r ad e s . I f a n y s u c h a l t e r n a t e s a r e c o n s i d e r e d , t h e C o n t r a c t o r sh a l l s u b m i t a l i s t o f t h e p r o p o s e d a l t e r n a t e s u b s t i t u t i o n i t e m s w i t h i n 1 4 d a y s o f a w a r d o f c o n t r a c t . L a t e r eq u e s t s f o r p r o p o s e d s u b s t i t u t i o n s wil l n o t b e ac c e p t e d b y t h e E n g i n e e r d u e t o s c h e d u l i n g o r d e l i v e r y c o n c e r n s . PA R T 3 - E X E C U T I O N 3.1 W O R K M A N S H I P A N D C O M P L E T I O N O F I N S T A L L A T I O N A. C o n t r a c t o r ' s p e r s o n n e l a n d s u b c o n t r a c t o r s s e l e c t e d t o p e r f o r m t h e w o r k s h a l l b e w e l l v e r s e d a n d s k i l l e d i n t h e t r a d e s i n v o l v e d. B. C o o r d i n a t e e l e c t r i c a l e q u i p m e n t a n d m a t e r i a l s i n s t a l l a t i o n w i t h o t h e r b u i l d i n g c o m p o n e n t s . C. S e q u e n c e , c o o r d i n a t e , a n d i n t e g r a t e i n s t a l l a t i o n s o f e l e c t r i c a l m a t e r i a l s a n d e q u i p m e n t f o r e f f i c i e n t f l o w o f t h e W o r k . G i v e p a r t i c u l a r a t t e n t i o n t o l a r g e e q u i p m e n t re q u i r i n g p o s i t i o n i n g p r i o r t o c l o s i n g - i n t h e b u i l d i n g . D. A n y c h a n g e s o r d e v i a t i o n s f r o m t h e d r a w i n g s a n d s p e c i f i c a t i o n s m u s t b e a c c e p t e d i n w r i t i n g b y t h e O w n e r a n d E n g i n e e r . A l l e r ro r s i n i n s t a l l a t i o n s h a l l b e c o r r e c t e d at t h e e x p e n s e o f t h e C o n t r a c t o r . A l l s p e c i a l t i e s s h a l l b e i n s t a l l e d a s d e t a i l e d o n t h e d r a w i n g s . W h e r e d e t a i l o r s p e c i f i c i n sta l l a t i o n r e q u i r e m e n t s a r e n o t p r o v i d e d , ma n u f a c t u r e r ' s r e c o m m e n d a t i o n s s h a l l b e f o l l o w e d . E. U p o n c o m p l e t i o n o f w o r k , a l l e q u i p m e n t a n d m a t e r i a l s s h a l l b e i n s t a l l e d c o m p l e t e , t h o r ou g h l y c h e c k e d , c o r r e c t l y a d j u s t e d , a n d l e f t r e a d y f o r i n t e n d e d u s e o r op e r a t i o n . A l l w o r k s h a l l b e t h o r o u g h l y c l e a n e d a n d a l l r e s i d u e s h a l l b e r e m o v e d f r o m s u r f a c e s . E x t e r i o r s u r f a c e s o f a l l m a t e ri a l a n d e q u i p m e n t s h a l l b e d e l i v e r e d in a p e r f e c t , u n b l e m i s he d c o n d i t i o n . F. C o n t r a c t o r s h a l l p r o v i d e a c o m p l e t e i n s t a l l a t i o n , i n c l u d i n g a l l r e q u i r e d l a b o r , m a t e r i a l , c a r t a g e , i n s u r a n c e , p e r m i t s , a n d t a xe s . 3.2 P R O G R E S S O F W O R K A. O r d e r t h e p r o g r e s s o f e l e c t r i c a l w o r k t o c o n f o r m t o t h e p r o g r e s s o f t h e w o r k o f t h e o t h e r t r a d e s . C o m p l e t e t h e e n t i r e i n s t a l la t i o n a s s o o n a s t h e c o n d i t i o n o f t h e bu i l d i n g w i l l p e r m i t . A n y c o s t r e s u l t i n g f r o m d e f e c t i v e o r i l l - t i m e d w o r k p e r f o r m e d u n d e r t h i s S e c t i o n s h a l l b e b o r n e b y t h i s Co n t r a c t o r . 3.3 T R E N C H I N G A N D B A C K F I L L I N G A. P e r f o r m a l l t r e n c h i n g a n d b a c k f i l l i n g r e q u i r e d b y w o r k p e r f o r m e d u n d e r t h i s S e c t i o n i n a c c o r d a n c e w i t h t h e e x c a v a t i n g a n d g r a di n g s p e c i f i c a t i o n s a s h e r e i n sp e c i f i e d . T h i s w o r k s h a l l c o m p l y w i t h t h e r e q u i r e m e n t s o f T a b l e 3 0 0 - 5 o f t h e N a t i o n a l E l e c t r i c a l C o d e . B. E x c a v a t e t r e n c h e s t o t h e d e p t h r e q u i r e d f o r t h e u t il i t i e s i n v o l v e d . T h e t r e n c h b o t t o m s h a l l b e g r ad e d t r u e a n d f r e e f r o m s t o n e s o r s o f t s p o t s . T r e n c h e s t h r o u g h sp e c i a l l y t r e a t e d o r s u r f a c e d a r e a s , s u c h a s p a v i n g o r b l a c k t o p , s h a l l h a v e t h e w i d t h o f t h e s u r f a c e c u t t i n g e x t e n d e d f o r a w i d th o f e i g h t i n c h e s ( 8 " ) o n e a c h s i d e o f th e o p e n t r e n c h . U n l e s s o t h e r w i s e n o t e d , t h e d i s t u r b e d s u r f a c e s s h a l l b e r e p l a c e d e qu a l t o t h e o r i g i n a l c o n s t r u c t i o n , t o t h e o r i g i n a l g r a d e w i t h t h e s a m e t y p e o f ma t e r i a l , a n d t o t h e s a m e d e p t h s a n d l i m i t s a s t h e m a t e r i a l s r e m o v e d . A f t e r a c c e p t a n c e b y t h e A r c h i t e c t , b a c k f ill , t a m p , an d c o m p a c t t o i n s u r e a g a i n s t t h e po s s i b i l i t y o f d i f f e r e n t i a l s e t t l i n g , i n c o n f o r m i t y w i t h D i v i s i o n 2 S p e c i f i c a t i o n s . V e r i f y l o c a t i o n o f e x i s t i n g o r n e w u t i l i t i es a n d , i f d a m a g e d b y t h i s C o n t r a c t o r , r e p l a c e or r e p a i r . 3. 4 D E L I V E R Y A N D S T O R A G E O F M A T E R I A L S A. A r r a n g e a n d b e h e l d r e s p o n s i b l e f o r d e l i v e r y a n d s a f e s t o r a g e o f m a t e r i a l s a n d e q u i p m e n t f o r e l e c t r i c a l i n s t a l l a t i o n . B. S t o r e m a t e r i a l s a n d e q u i p m e n t f o r e a s y i n s p e c t i o n a n d c h e c k i n g . C. C a r e f u l l y m a r k a n d s t o r e a l l m a t e r i a l s . D. D e l i v e r m a t e r i a l s t o t h e j o b s i t e i n s t a g e s o f t h e w o r k t h a t wil l e x pe d i t e t h e w o r k a s a w h o l e . E. C a r e f u l l y c h e c k m a t e r i a l s f u r n i s h e d t o t h i s C o n t r a c t o r f o r i n s t a l l a t i o n , a n d p r o v i d e r e c e i p t a c k n o w l e d g i n g a c c e p t a n c e o f d e l i ve r y a n d c o n d i t i o n o f t h e m a t e r i a l s re c e i v e d . T h e r e a f t e r , a s s u m e f u l l r e s p o n s i b i l i t y f o r i t s s a f e k e e p i n g u n t i l t h e f i n a l i n s t a l l a t i o n h a s b e e n r e v i e w e d a n d a c c e p t ed . 3. 5 P R O T E C T I O N O F W O R K A N D P R O P E R T Y A. W h e r e t h e r e a r e e x i s t i n g f a c i l i t i e s , b e r e s po n s i b l e f o r t h e p r o t e c t i o n t h e r e o f , w h e t h e r o r n o t s u c h f a c ili t y i s t o b e r e m o v e d o r r e l o c a t e d . M o v i n g o r r e m o v i n g a n y fa c i l i t y m u s t b e do n e s o a s n o t t o c a u s e i n t e r r u p t i o n o f t h e w o r k o f O w n e r ' s op e r a t i o n . B. C l o s e a l l c o n d u i t o p e n i n g s w i t h c a p s o r p l u g s d u r i n g i n s t a l l a t i o n . C o v e r a l l f i x t u r e s a n d e q u i p m e n t a n d p r o t e c t a g a i n s t i n j u ry . A t t h e f i n a l c o m p l e t i o n , c l e a n a l l w o r k an d d e l i v e r i n a n u n b l e m i s h e d c o n d i t i o n , o r r e f i n i s h an d r e p a i n t a t t h e d i s c r e t i o n o f t h e A r c h i t e c t . C. A n y e q u i p m e n t o r c o n d u i t sy s t e m s f ou n d t o h a v e b e e n d a m a g e d o r c o n t a m i n a t e d ab o v e “ M I L L ” o r “ S H O P ” c o n d i t i o n s s h a l l b e r e p l a c e d o r c l e a n e d t o t h e En g i n e e r ' s s a t i s f a c t i o n . 3. 6 F I N A L A C C E P T A N C E A. F i n a l a c c e p t a n c e b y t h e O w n e r w i l l n o t o c c u r u n t i l a l l o p e r a t i n g i n s t r u c t i o n s a r e r e c e i v e d a n d O w n e r ' s p e r s o n n e l h a v e b e e n t h or o u g h l y i n d o c t r i n a t e d i n t h e ma i n t e n a n c e a n d o p e r a t i o n o f a l l eq u i p m e n t . B. O p e r a t i n g m a n u a l , p a r t s l i s t s , a n d i n d o c t r i n a t i o n o f o p e r a t i n g a n d m a i n t e n a n c e p e r s o nn e l : F u r n i s h t h e s e r v i c e s o f a q u a l i f i e d r e p r e s e n t a t i v e o f t h e s u p p l i e r f o r e a c h it e m o r s y s t e m i t e m i z e d b e l o w w h o s h a l l i n s t r u c t s p e c i f i c p e r s on n e l , a s d e s i g n a t e d b y t h e O w n e r , i n t h e op e r a t i o n a n d m a i n t e n a n c e o f t h a t i t e m o r sy s t e m . C. I n s t r u c t i o n s h a l l b e m a d e w h e n t h e p a r t i c u l a r sy s t e m i s c o m p l e t e an d s h a l l b e o f t h e n u m b e r o f ho u r s i n d i c a t e d a n d a t t h e t i m e r e q u e s t e d b y t h e O w n e r . A re p r e s e n t a t i v e o f t h e E l e c t r i c a l C o n t r a c t o r s h a l l b e p r e s e n t f o r a l l d e m o n s t r a t i o n s . E. C l e a n u p : R e m o v e a l l m a t e r i a l s , s c r a p , e t c . , r e l a t i v e t o t h e e l e c t r i c a l i n s t a l l a t i o n a n d l e a v e t h e p r e m i s e s a n d a l l e q u i p m e n t, l a m p s , f i x t u r e s , e t c . i n a c l e a n , o r d e r l y co n d i t i o n . A n y c o s t s t o t h e O w n e r f o r c l e a n u p o f t h e s i t e wi l l b e c h a r ge d a g a i n s t t h e C o n t r a c t o r . F. A c c e p t a n c e D e m o n s t r a t i o n : U p o n c o m p l e t i o n o f t h e w o r k , a t a t i m e t o b e d e s i g n a t e d b y t h e O w n e r , t h e C o n t r a c t o r s h a l l d e m o n s t ra t e f o r t h e O w n e r t h e o p e r a t i o n of t h e e n t i r e i n s t a l l a t i o n , i n c l u d i n g a l l s y s t e m s p r o v i d e d u n d e r t h i s c o n t r a c t . G. O p e r a t i n g a n d A c c e p t a n c e T e s t s : P r o v i d e a l l l a b o r , i n s t r u m e n t s , a n d e q u i p m e n t f o r t h e p e r f o r m a n c e o f t e s t s a s s p e c i f i e d . S u bm i t t h r e e ( 3 ) c o p i e s o f a t y p e w r i t t e n te s t r e p o r t f o r t h e A r c h i t e c t f o r h i s ap p r o v a l . 1. R e c o r d t h e f u l l l o a d c u r r e n t i n e a c h p h a s e o r l i n e a t t h e m a i n s e r v i c e e n t r a n c e a n d f o r e a c h f e e d e r l e a v i n g t h e m a i n s e r v i c e di s c o n n e c t . R e a d i n g s s h a l l b e ta k e n w i t h t h e m a x i m u m i n s t a l l e d l o a d c o n n e c t e d a n d i n o p e r a t i o n . 2. P e r f o r m a c a r e f u l i n s p e c t i o n o f t h e m a i n s e r v i c e d i s c o n n e c t a n d p a n e l b o a r d b u s s t r u c t u r e a n d c a b l e c o n n e c t i o n s t o v e r i f y t h a t a l l c o n n e c t i o n s a r e m e c h a n i c a l l y an d e l e c t r i c a l l y t i g h t . 3. M e a s u r e t h e r e s i s t a n c e t o g r o u n d f o r t h e s e r v i c e g r o u n d , w h i c h s h a l l n o t e x c e e d t e n ( 1 0 ) o h m s u n d e r n o r m a l s o i l m o i s t u r e c o n d it i o n s . I f r e q u i r e d , i n s t a l l ad d i t i o n a l g r o u n d p r o v i s i o n s i n a m a n n e r a c c e p t e d b y t h e E n g i ne e r a t n o a d d i t i o n a l c o s t t o t h e O w n e r . 3. 7 C O N S T R U C T I O N P O W E R A. P r o v i d e a l l t e m p o r a r y f a c i l i t i e s r e q u i r e d t o s u p p l y c o n s t r u c t i o n p o w e r . I n s t a l l a n d m a i n t a i n f a c i l i t i e s i n a m a n n e r t h a t w i l l p r o t e c t t h e p u b l i c a n d w o r k m e n . C o m p l y wi t h a l l a p p l i c a b l e l a w s a n d r e g u l a t i o n s . B. U p o n c o m p l e t i o n o f t h e w o r k , r e m o v e a l l t e m p o r a r y f a c i l i t i e s f r o m t h e s i t e . 3. 8 O W N E R P R O V I D E D E Q U I P M E N T A. P r o v i d e e l e c t r i c a l c o n n e c t i o n s t o o w n e r f u r n i s h e d e q u i p m e n t . B. I n s p e c t o w n e r f u r n i s h e d e q u i p m e n t f o r d a m a g e , d e f e c t s , m i s s i n g c o m p o n e n t s , e t c . R ep o r t d e f i c i e n c i e s t o t h e O w n e r i m m e d i a t e l y . D o n o t i n s t a l l o r c o n n e c t de f i c i e n t e q u i p m e n t . C. P r o v i d e s u p p o r t s , f a s t e n i n g s , a n d a u x i l i a r y h a r d w a r e n e c e s s a r y f o r a c o m p l e t e i n s t a l l a t i o n i n a c c o r d a n c e w i t h t h e f i n i s h e d b u ild i n g c o n d i t i o n s . SE C T I O N 1 6 0 6 0 - G R O UN D I N G A N D B O N D I N G PA R T 1 - G E N E R A L 1. 0 1 S U M M A R Y A. T h i s S e c t i o n i n c l u d e s m e t h o d s a n d m a t e r i a l s f o r g r o u n d i n g s y s t e m s a n d e q u i p m e n t . 1. 0 2 S U B M I T T A L S A. P r o d u c t D a t a : F o r e a c h t y p e o f p r od u c t i n d i c a t e d . B. F i e l d q u a l i t y - c o n t r o l t e s t r e p o r t s . PA R T 2 - P R O D U C T S 2. 0 1 C O N D U C T O R S A. I n s u l a t e d C o n d u c t o r s : C o p p e r w i r e o r c a b l e i n s u l a t e d f o r 6 0 0 V u n l e s s o t h e r w i s e r e q u i r e d b y a p p l i c a b l e C o d e o r a u t h o r i t i e s h av i n g j u r i s d i c t i o n . B. B a r e C o p p e r C o n d u c t o r s : 1. S o l i d C o n d u c t o r s : A S T M B 3 . 2. S t r a n d e d C o n d u c t o r s : A S T M B 8 . 3. B o n d i n g C a b l e : 2 8 k c m i l , 1 4 s t r a n d s o f N o . 1 7 A W G c on d u c t o r , 1 / 4 i n c h i n d i a m e t e r . 4. B o n d i n g C o n d u c t o r : N o . 4 A W G , s t r an d e d c o n d u c t o r . 5. B o n d i n g J u m p e r : C o p p e r t a p e , b r a i d e d c o n d u c t o r s , t e r m i n a t e d w i t h c op p e r f e r r u l e s ; 1 - 5 / 8 i n c h e s w i d e a n d 1 / 1 6 i n c h t h i c k . C. G r o u n d i n g B u s : R e c t a n g u l a r b a r s o f a n n e a l e d c o p p e r , 1 / 4 b y 2 i n c h e s i n c r o s s - s e c t i o n , u n l e s s o t h e r w i s e i n d i c a t e d ; w i t h i n s u l ato r s . 2. 0 2 C O N N E C T O R S A. L i s t e d a n d l a b e l e d b y a n a t i o n a l l y r e c o g n i z e d t e s t i n g l a b o r a t o r y a c c e p t a b l e t o a u t h o r i t i e s h a v i n g j u r i s d i c t i o n f o r a p p l i c a t i o ns i n w h i c h u s e d , a n d f o r s p e c i f i c t y p e s , si z e s , a n d c o m b i n a t i o n s o f c o n d u c t o r s a n d o t h e r i t e m s c o n n e c t e d . 2. 0 3 G R O U N D I N G E L E C T R O D E S A. G r o u n d R o d s : C o p p e r - c l a d s t e e l 3 / 4 i n c h b y 1 0 f e e t i n d i a m e t e r . PA R T 3 - E X E C U T I O N 3. 0 1 A P P L I C A T I O N S A. C o n d u c t o r s : I n s t a l l s o l i d c o n d u c t o r f o r N o . 8 A W G a n d s m a l l e r , a n d s t r a nd e d c o n d u c t o r s f o r N o . 6 A W G a n d l a r g e r , u n l e s s o t h e r w i s e i n d i c a t e d . B. C o n d u c t o r T e r m i n a t i o n s a n d C o n n e c t i o n s : 1. E q u i p m e n t G r o u n d i n g C o n d u c t o r T e r m i n a t i o n s : B o l t e d c on n e c t o r s . 2. U n d e r g r o u n d C o n n e c t i o n s : W e l d e d c o n n e c t o r s , e x c e p t a t t e s t w e l l s a n d a s o t h e r w i s e i n d i c a t e d . 3. C o n n e c t i o n s t o G r o u n d R o d s : B o l t e d c on n e c t o r s . 3. 0 2 E Q U I P M E N T G R O U N D I N G A. I n s t a l l i n s u l a t e d e q u i p m e n t g r o u n d i n g c o n d u c t o r s w i t h a l l f e e d e r s a n d b r a n c h c i r c u i t s . B. M e t a l P o l e s S u p p o r t i n g O u t d o o r L i g h t i n g F i x t u r e s : I n s t a l l g r o u n d i n g e l e c t r o d e a n d a s ep a r a t e i n s u l a t e d e q u i p m e n t g r o u n d i n g c o n d u c t o r i n a d d i t i o n t o g r o u n d i n g co n d u c t o r i n s t a l l e d w i t h b r a n c h - c i r c u i t c o n d u c t o r s . 3. 0 3 I N S T A L L A T I O N A. G r o u n d i n g C o n d u c t o r s : R o u t e a l o n g s h o r t e s t a n d s t r a i g h t e s t p a t h s p o s s i b l e , u n l e s s o t h e r w i s e i n d i c a t e d o r r e q u i r e d b y C o d e . Av o i d o b s t r u c t i n g a c c e s s o r p l a c i n g co n d u c t o r s w h e r e t h e y m a y b e s u b j e c t e d t o s t r a i n , i m p a c t , o r d a m ag e . B. G r o u n d R o d s : D r i v e r o d s u n t i l t o p s a r e 2 i n c h e s b e l o w f i n a l g r a d e , u n l e s s o t h e r w i s e i n d i c a t e d . 1. I n t e r c o n n e c t g r o u n d r o d s w i t h g r o u n d i n g e l e c t r o d e c o n d u c t o r b e l o w g r a d e a n d a s o t h e r w i s e i n d i c a t e d . M a k e c on n e c t i o n s w i t h o u t e x p o s i n g s t e e l o r d a m a g i n g co a t i n g , i f a n y . .SE C T I O N 1 6 0 7 5 - E L E C T R I C A L I D E N T I F I C A T I O N PA R T 1 - G E N E R A L 1. 0 1 S U M M A R Y A. T h i s S e c t i o n i n c l u d e s t h e f o l l o w i n g : 1. I d e n t i f i c a t i o n f o r c on d u c t o r s . 2. U n d e r g r o u n d - l i n e w a r n i n g t ap e . 3. W a r n i n g l a b e l s a n d s i g n s . 4. E q u i p m e n t i d e n t i f i c a t i o n l ab e l s . 1. 0 2 C O O R D I N A T I O N A. C o o r d i n a t e i d e n t i f i c a t i o n n a m e s , a b b r e v i a t i o n s , c o l o r s , a n d o t h e r f e a t u r e s w i t h r e q u i r e m e n t s i n t h e C o n t r a c t D o c u m e n t s , S h o p Dr a w i n g s , m a n u f a c t u r e r ' s w i r i n g dia g r a m s , a n d t h e O p e r a t i o n a n d M a i n t e n a n c e M a n u a l , a n d w i t h t h o s e r e q u i r e d b y c od e s , s t a n d a r d s , a n d 2 9 C F R 1 9 1 0 . 1 4 5 . U s e c o n s i s t e n t d e s i g n a t i o n s th r o u g h o u t P r o j e c t . PA R T 2 - P R O D U C T S .2. 0 1 C O N D U C T O R A N D C O M M U N I C A T I O N - A N D C O N T R O L - C A B L E I D E N T I F I C A T I O N M A T E R I A L S A. C o l o r - C o d i n g C o n d u c t o r T a p e : C o l o r e d , s e l f - a d h e s i v e v i n y l t a p e n o t l e s s t h a n 3 m i l s t h i c k b y 1 t o 2 i n c h e s w i d e . B. M a r k e r T a p e s : V i n y l o r v i n y l - c l o t h , s e l f - a d h e s i v e w r a p a r o u n d t y p e , w i t h c i r c u i t i d e n t i f i c a t i o n l e g e n d m a c h i n e p r i n t e d b y t h e rm a l t r a n s f e r o r e q u i v a l e n t p r o c e s s . 2. 0 2 U N D E R G R O U N D - L I N E W A R N I N G T A P E A. D e s c r i p t i o n : P e r m a n e n t , b r i g h t - c o l o r e d , c o n t i n u o u s - p r i n t e d , p o l y e t h y l e n e t a p e . 1. N o t l e s s t h a n 6 i n c h e s w i d e b y 4 m i l s t h i c k . 2. C o m p o u n d e d f o r p e r m a n e n t d i r e c t - b u r i a l s e r v i c e . 3. E m b e d d e d c o n t i n u o u s m e t a l l i c s t r i p o r c o r e . 4. P r i n t e d l e g e n d s h a l l i n d i c a t e t y p e o f un d e r g r o u n d l i n e . 2. 0 3 W A R N I N G L A B E L S A N D S I G N S A. C o m p l y w i t h N F P A 7 0 a n d 2 9 C F R 1 9 1 0 . 1 4 5 . B. S e l f - A d h e s i v e W a r n i n g L a b e l s : F a c t o r y p r i n t e d , m u l t i c o l o r , p r e s s u r e - s e n s i t i v e a d h e s i v e l a b e l s , c o n f i g u r e d f o r d i s p l a y o n f r o nt c o v e r , d o o r , o r o t h e r a c c e s s t o eq u i p m e n t , u n l e s s o t h e r w i s e i n d i c a t e d . 2. 0 4 E Q U I P M E N T I D E N T I F I C A T I O N L A B E L S A. E n g r a v e d , L a m i n a t e d A c r y l i c o r M e l a m i n e L a b e l : P u n c h e d o r d r il l e d f o r s c r e w m o u n t i n g . W h i t e l e t t e r s o n a d a r k - g r a y b a c k g r o u n d . M i n i m u m l e t t e r h e i g h t s h a l l b e 3/8 i n c h . B. S t e n c i l e d L e g e n d : I n n o n f a d i n g , w a t e r p r o o f , b l a c k i n k o r p a i n t . M i n i m u m l e t t e r h e i g h t s h a l l b e 1 i n c h . PA R T 3 - E X E C U T I O N 3. 0 1 A P P L I C A T I O N A. P o w e r - C i r c u i t C o n d u c t o r I d e n t i f i c a t i o n : F o r p r i m a r y a n d s e c o n d a r y c o n d u c t o r s N o . 1 / 0 A W G a n d l a r g e r i n v a u l t s , p u l l a n d j u n c tio n b o x e s , m a n h o l e s , a n d ha n d h o l e s u s e m a r k e r t a p e . I d e n t i f y s o u r c e a n d c i r c u i t n u m b e r o f e a c h s e t o f c o n d u c t o r s . F o r s i n g l e c on d u c t o r c a b l e s , i d e n t i f y p h a s e i n a d d i t i o n t o t h e a b o v e . B. B r a n c h - C i r c u i t C o n d u c t o r I d e n t i f i c a t i o n : W h e r e t h e r e a r e c o n d u c t o r s f o r m o r e t h a n t h r e e b r a n c h c i r c u i t s i n s a m e j u n c t i o n o r pu l l b o x , u s e m a r k e r t a p e . I d e n t i f y ea c h u n g r o u n d e d c o n d u c t o r a c c o r d i n g t o s o u r c e a n d c i r c u i t n u m b e r . C. C o n d u c t o r s t o B e E x t e n d e d i n t h e F u t u r e : A t t a c h m a r k e r t ap e t o c o n d u c t o r s a n d l i s t s o u r c e a n d c i r c u i t n u m b e r . D. L o c a t i o n s o f U n d e r g r o u n d L i n e s : I d e n t i f y w i t h u n d e r g r o u n d - l i n e w a r n i n g t a p e f o r p o w e r , l i g h t i n g , c o m m u n i c a t i o n , an d c o n t r o l w i r i n g a n d o p t i c a l f i b e r c a b l e . I n s t a l l un d e r g r o u n d - l i n e w a r n i n g t a p e f o r b o t h d i r e c t - b u r i e d c a b l e s a n d c a b l e s i n r a c e w a y . E. E q u i p m e n t I d e n t i f i c a t i o n L a b e l s : O n e a c h u n i t o f e q u i p m e n t , i n s t a l l u n i q u e d e s i g n a t i o n l ab e l t h a t i s c o n s i s t e n t w i t h w i r i n g d i a g r a m s , s c h e d u l e s , a n d O p e r a t i o n a n d Ma i n t e n a n c e M a n u a l . A p p l y l a b e l s t o p a n e l b o a r d s , d i s c o n n e c t s w i t c h e s , a n d c o n t r o l r e l a y s . 1. L a b e l i n g I n s t r u c t i o n s : a. O u t d o o r E q u i p m e n t : E n g r a v e d , l a m i n a t e d a c r y l i c o r m e l a m i n e l ab e l . F. P a n e l D i r e c t o r y : P r o v i d e t y p e w r i t t e n , r e m o v a b l e , p a n e l d i r e c t o r y i n t r a n s p a r e n t p l a s t i c h o l d e r i n s i d e p a n e l . 3. 0 2 I N S T A L L A T I O N A. V e r i f y i d e n t i t y o f e a c h i t e m b e f o r e i n s t a l l i n g i d e n t i f i c a t i o n p r o d u c t s . B. L o c a t i o n : I n s t a l l i d e n t i f i c a t i o n m a t e r i a l s a n d d e v i c e s a t l o c a t i o n s f o r m o s t c o n v e n i e n t v i e w i n g w i t ho u t i n t e r f e r e n c e w i t h o p e r a t i o n a n d m a i n t e n a n c e o f e q u i p m e n t . C. A p p l y i d e n t i f i c a t i o n d e v i c e s t o s u r f a c e s t h a t r e q u i r e f i n i s h a f t e r c o m p l e t i n g f i n i s h w o r k . D. S e l f - A d h e s i v e I d e n t i f i c a t i o n P r o d u c t s : C l e a n s u r f a c e s b e f o r e a p p l i c a t i o n , u s i n g m a t e r i a l s a n d m e t h o d s r e c o m m e n d e d b y m a n u f a c tu r e r o f i d e n t i f i c a t i o n d e v i c e . E. A t t a c h n o n a d h e s i v e s i g n s a n d p l a s t i c l a b e l s w i t h s c r e w s a n d a u x i l i a r y h a r d w a r e a p p r o p r i a t e t o t h e l o c a t i o n a n d s u b s t r a t e . F. C o l o r - C o d i n g f o r P h a s e a n d V o l t a g e L e v e l I d e n t i f i c a t i o n , 6 0 0 V a n d L e s s : U s e t h e c o l o r s l i s t e d b e l o w f o r un g r o u n d e d s e r v i c e , f e e d e r , a n d b r a n c h - c i r c u i t co n d u c t o r s . 1. C o l o r s h a l l b e f a c t o r y a p p l i e d o r , f o r s i z e s l a r g e r t h a n N o . 1 0 A W G i f a u t h o r i t i e s h a v i n g j u r i s d i c t i o n p e r m i t , f i e l d a p p l i e d . 2. C o l o r s f o r 2 0 8 / 1 2 0 - V C i r c u i t s : a. P h a s e A : B l a c k . b. P h a s e B : R e d . c. P h a s e C : B l u e . 3. F i e l d - A p p l i e d , C o l o r - C o d i n g C o n d u c t o r T a p e : A p p l y i n h a l f - l a p p e d t u r n s f o r a m i n i m u m d i s t a n c e o f 2 i n c h e s f r o m t e r m i n a l p o i n ts a n d i n b o x e s w h e r e s p l i c e s or t a p s a r e m a d e . A p p l y l a s t t w o t u r n s o f t a p e w i t h n o t e n s i o n t o p r e v e n t p o s s i b l e u n w i n d i n g . L o c a t e ba n d s t o a v o i d o b s c u r i n g f a c t o r y c a b l e m a r k i n g s . G. U n d e r g r o u n d - L i n e W a r n i n g T a p e : D u r i n g b a c k f i l l i n g o f t r e n c h e s i n s t a l l c o n t i n u o u s u n d e r g r o u n d - l i n e w a r n i n g t a p e d i r e c t l y a b o v e l i n e a t 6 t o 8 i n c h e s b e l o w f i n i s h e d gr a d e . U s e m u l t i p l e t a p e s w h e r e w i d t h o f m u l t i p l e l i n e s i n s t a l l e d i n a c o m m o n t r e n c h o r c o n c r e t e e n v e l o p e e x c e e d s 1 6 i n c h e s o v er a l l . SE C T I O N 1 6 1 2 0 - C O N D U C T O R S A N D C A B L E S PA R T 1 - G E N E R A L 1. 0 1 S U M M A R Y A. T h i s S e c t i o n i n c l u d e s t h e f o l l o w i n g : 1. B u i l d i n g w i r e s a n d c a b l e s r a t e d 6 0 0 V a n d l e s s . 2. C o n n e c t o r s , s p l i c e s , a n d t e r m i n a t i o n s r a t e d 6 0 0 V a n d l e s s . 3. S l e e v e s a n d s l e e v e s e a l s f o r c a b l e s . 1. 0 2 C O O R D I N A T I O N A. S e t s l e e v e s i n c a s t - i n - p l a c e c o n c r e t e , m a s o n r y w a l l s , a n d o t h e r s t r u c t u r a l c o m p o n e n t s a s t h e y a r e c o n s t r u c t e d . PA R T 2 - P R O D U C T S 2. 0 1 C O N D U C T O R S A N D C A B L E S A. A l u m i n u m a n d C o p p e r C o n d u c t o r s : C o m p l y w i t h N E M A W C 7 0 . B. C o n d u c t o r I n s u l a t i o n : C o m p l y w i t h N E M A W C 7 0 f o r T y p e s T H H N - T H W N . 2. 0 2 C O N N E C T O R S A N D S P L I C E S A. D e s c r i p t i o n : F a c t o r y - f a b r i c a t e d c o n n e c t o r s a n d s p l i c e s o f s i z e , a m p a c i t y r a t i n g , m a t e r i a l , t y p e , a n d c l a s s f o r a p p l i c a t i o n a nd s e r v i c e i n d i c a t e d . PA R T 3 - E X E C U T I O N 3. 0 1 C O N D U C T O R M A T E R I A L A P P L I C A T I O N S A. F e e d e r s : C o p p e r f o r f e e d e r s s m a l l e r t h a n N o . 1 A W G ; c o p p e r o r a l u m i n u m f o r f e e d e r s N o . 4 1 A W G an d l a r g e r . S o l i d f o r N o . 1 0 A W G a n d s m a l l e r ; s t r a n d e d f o r No . 8 A W G a n d l a r g e r . B. B r a n c h C i r c u i t s : C o p p e r . S o l i d f o r N o . 1 0 A W G a n d s m a l l e r ; s t r an d e d f o r N o . 8 A W G a n d l a r g e r . 3. 0 2 C O N D U C T O R I N S U L A T I O N A N D M U L T I C O N D U C T O R C A B L E A P P L I C A T I O N S A N D W I R I N G M E T H O D S A. S e r v i c e E n t r a n c e : T y p e T H H N - T H W N , s i n g l e c o n d u c t o r s i n r a c e w a y . B. E x p o s e d F e e d e r s : T y p e T H H N - T H W N , s i n g l e c o n d u c t o r s i n r a c e w a y . . C. F e e d e r s C o n c e a l e d i n C o n c r e t e , U n d e r g r o u n d : T y p e T H H N - T H W N , s i n g l e c o n d u c t o r s i n r a c e w a y . D. B r a n c h C i r c u i t s C o n c e a l e d i n C o n c r e t e , a n d U n d e r g r o u n d : T y p e T H H N - T H W N , s i n g l e c o n d u c t o r s i n r a c e w a y . De s i g n e r N o t e IN S T A L L A T I O N O F C O N D U C T O R S A N D C A B L E S A. U s e m a n u f a c t u r e r - a p p r o v e d p u l l i n g c o m p o u n d o r l u b r i c a n t w h e r e n e c e s s a r y ; c o m p o u n d u s e d m u s t n o t d e t e r i o r a t e c o n d u c t o r o r i n s u la t i o n . D o n o t e x c e e d ma n u f a c t u r e r ' s r e c o m m e n d e d m a x i m u m p u l l i n g t e n s i o n s a n d s i d e w a l l p r e s s u r e v a l u e s . B. U s e p u l l i n g m e a n s , i n c l u d i n g f i s h t a p e , c a b l e , r o p e , a n d b a s k e t - w e a v e w i r e / c a b l e g r i p s , t h a t w i l l n o t d a m a g e c a b l e s o r r a c e w a y. C. I d e n t i f y a n d c o l o r - c o d e c o n d u c t o r s a n d c a b l e s a c c o r d i n g t o D i v i s i o n 1 6 S e c t i o n " E l e c t r i c a l I d e n t i f i c a t i o n . " 3. 0 4 C O N N E C T I O N S A. T i g h t e n e l e c t r i c a l c o n n e c t o r s a n d t e r m i n a l s a c c o r d i n g t o m a n u f a c t u r e r ' s p u b l i s h e d t o r q u e - t i g h t e n i n g v a l u e s . I f m a n u f a c t u r e r ' s t o r q u e v a l u e s a r e n o t i n d i c a t e d , u s e th o s e s p e c i f i e d i n U L 4 8 6 A a n d U L 4 8 6 B . B. M a k e s p l i c e s a n d t a p s t h a t a r e c o m p a t i b l e w i t h c o n d u c t o r m a t e r i a l a n d t h a t p o s s e s s e q u i v a l e n t o r b e t t e r m e c h a n i c a l s t r e n g t h a nd i n s u l a t i o n r a t i n g s t h a n u n s p l i c e d co n d u c t o r s . 1. U s e o x i d e i n h i b i t o r i n e a c h s p l i c e a n d t a p c o n d u c t o r f o r a l u m i n u m c o n d u c t o r s . C. W i r i n g a t O u t l e t s : I n s t a l l c o n d u c t o r a t e a c h o u t l e t , w i t h a t l e a s t 1 2 i n c h e s o f s l a c k . SE C T I O N 1 6 1 3 0 - R A C E W A Y S A N D B O X E S PA R T 1 - G E N E R A L 1. 0 1 S U M M A R Y A. T h i s S e c t i o n i n c l u d e s r a c e w a y s , f i t t i n g s , b o x e s , e n c l o s u r e s , a n d c a b i n e t s f o r e l e c t r i c a l w i r i n g . 1. 0 2 D E F I N I T I O N S A. E N T : E l e c t r i c a l n o n m e t a l l i c t u b i n g . B. R N C : R i g i d n o n m e t a l l i c c o n d u i t . PA R T 2 - P R O D U C T S 2. 0 1 N O N M E T A L L I C C O N D U I T A N D T U B I N G A. E N T : N E M A T C 1 3 . B. R N C : N E M A T C 2 , T y p e E P C - 4 0 - P V C , u n l e s s o t h e r w i s e i n d i c a t e d . C. F i t t i n g s f o r E N T a n d RN C : N E M A T C 3 ; m a t c h t o c on d u i t o r t u b i n g t y p e a n d m a t e r i a l . 2. 0 2 B O X E S , E N C L O S U R E S , A N D C A B I N E T S A. C a s t - M e t a l O u t l e t a n d D e v i c e B o x e s : N E M A F B 1 , f e r r o u s a l l o y , T y p e F D , w i t h g a s k e t e d c o v e r . B. C a s t - M e t a l A c c e s s , P u l l , a n d J u n c t i o n B o x e s : N E M A F B 1 , c a s t a l u m i n u m o r g a l v a n i z e d , c a s t i r o n w i t h g a s k e t e d c o v e r . 2. 0 3 H A N D H O L E S A N D B O X E S F O R E X T E R I O R U N D E R G R O U N D W I R I N G A. D e s c r i p t i o n : C o m p l y w i t h S C T E 7 7 . 1. C o l o r o f F r a m e a n d C o v e r : G r ee n f o r f i b e r g l a s s . 2. C o n f i g u r a t i o n : U n i t s s h a l l b e d e s i g n e d f o r f l u s h b u r i a l a n d h a v e c l o s e d b o t t o m , u n l e s s o t h e r w i s e i n d i c a t e d . 3. C o v e r : W e a t h e r p r o o f , s e c u r e d b y t a m p e r - r e s i s t a n t l o c k i n g d e v i c e s a n d h a v i n g s t r u c t u r a l l o a d r a t i n g c o n s i s t e n t w i t h e n c l o s u r e . 4. C o v e r F i n i s h : N o n s k i d f i n i s h s h a l l h a v e a m i n i m u m c o e f f i c i e n t o f f r i c t i o n o f 0 . 5 0 . 5. C o v e r L e g e n d : M o l d e d l e t t e r i n g , " E L E C T R I C . " . B. P o l y m e r - C o n c r e t e H a n d h o l e s a n d B o x e s w i t h P o l y m e r - C o n c r e t e C o v e r : M o l d e d o f s an d a n d a g g r e g a t e , b o u n d t o g e t h e r w i t h p o l y m e r r e s i n , a n d r e i n f o r c e d w i t h st e e l o r f i b e r g l a s s o r a c o m b i n a t i o n o f t h e t w o . C. F i b e r g l a s s H a n d h o l e s a n d B o x e s : M o l d e d o f f i b e r g l a s s - r e i n f o r c e d p o l y e s t e r r e s i n , w i t h c o v e r s o f f i b e r g l a s s . PA R T 3 - E X E C U T I O N 3. 0 1 R A C E W A Y A P P L I C A T I O N A. O u t d o o r s : A p p l y r a c e w a y p r o d u c t s a s s p e c i f i e d b e l o w , u n l e s s o t h e r w i s e i n d i c a t e d : 1. E x p o s e d C o n d u i t : R N C , T y p e E P C - 8 0 - P V C . 2. C o n c e a l e d C o n d u i t , A b o v e g r o un d : RN C , T y p e E P C - 4 0 - P V C . 3. U n d e r g r o u n d C o n d u i t : RN C , T y p e E P C - 4 0 o r 8 0 - P V C , d i r e c t b u r i e d , u n l e s s n o t e d t o b e c o n c r e t e - e n c a s e d o n d r a w i n g s . 4. B o x e s a n d E n c l o s u r e s , A b o v e g r o un d : N E M A 2 5 0 , T y p e 3 R o r 4 . 5. A p p l i c a t i o n o f H a n d h o l e s a n d B o x e s f o r U nd e r g r o u n d W i r i n g : a. H a n d h o l e s a n d P u l l B o x e s i n D r i v e w a y , P a r k i n g L o t , a n d O f f - R o a d w a y L o c a t i o n s , S u b j e c t t o O c c a s i o n a l , N o n d e l i b e r a t e L o a d i n g b y Heavy Vehicles: Po l y m e r c o n c r e t e , S C T E 7 7 , T i e r 1 5 s t r u c t u r a l l o a d r a t i n g . b. H a n d h o l e s a n d P u l l B o x e s i n S i d e w a l k a n d S i m i l a r A p p l i c a t i o n s w i t h a S a f e t y F a c t o r f o r N o n d e l i b e r a t e L o a d i n g b y V e h i c l e s : P o ly m e r - c o n c r e t e u n i t s , SC T E 7 7 , T i e r 8 s t r u c t u r a l l o a d r a t i n g . c. H a n d h o l e s a n d P u l l B o x e s S u b j e c t t o L i g h t - D u t y P e d e s t r i a n T r a f f i c O n l y : F i b e r g l a s s - r e i n f o r c e d p o l y e s t e r r e s i n , s t r u c t u r a l l y te s t e d a c c o r d i n g t o S C T E 7 7 wi t h 3 0 0 0 - l b f v e r t i c a l l o a d i n g . B. M i n i m u m R a c e w a y S i z e : 3 / 4 - i n c h t r a d e s i z e . C. R a c e w a y F i t t i n g s : C o m p a t i b l e w i t h r a c e w a y s a n d s u i t a b l e f o r u s e a n d l o c a t i o n . 1. R i g i d S t e e l C o n d u i t : U s e t h r e a d e d r i g i d s t e e l c on d u i t f i t t i n g s , u n l e s s o t h e r w i s e i n d i c a t e d . 2. P V C E x t e r n a l l y C o a t e d , R i g i d S t e e l C o n d u i t s : U s e o n l y f i t t i n g s l i s t e d f o r u s e w i t h t h a t m a t e r i a l . P a t c h an d s e a l a l l j o i n t s , n i ck s , an d s c r a p e s i n P V C c o a t i n g af t e r i n s t a l l i n g c o n d u i t s a n d f i t t i n g s . U s e s e a l a n t r e c o m m en d e d b y f i t t i n g m a n u f a c t u r e r . 3. 0 2 I N S T A L L A T I O N A. C o m p l y w i t h N E C A 1 f o r i n s t a l l a t i o n r e q u i r e m e n t s a p p l i c a b l e t o p r o d u c t s s p e c i f i e d i n P a r t 2 e x c e p t w h e r e r e q u i r e m e n t s o n D r a w in g s o r i n t h i s A r t i c l e a r e s t r i c t e r . B. C o m p l e t e r a c e w a y i n s t a l l a t i o n b e f o r e s t a r t i n g c o n d u c t o r i n s t a l l a t i o n . C. A r r a n g e s t u b - u p s s o c u r v e d p o r t i o n s o f b e n d s a r e n o t v i s i b l e a b o v e t h e f i n i s h e d s l a b . D. R a c e w a y s E m b e d d e d i n S l a b s : 1. R u n c o n d u i t l a r g e r t h a n 1 - i n c h t r a d e s i z e , p a r a l l e l o r a t r i g h t a n g l e s t o m a i n r e i n f o r c e m e n t . W h e r e a t r i g h t an g l e s t o r e i n f o r c e m e n t , p l a c e c o n d u i t c l o s e t o s l a b su p p o r t . 2. A r r a n g e r a c e w a y s t o c r o s s b u i l d i n g e x p a n s i o n j o i n t s a t r i g h t a n g l e s w i t h e x p a n s i o n f i t t i n g s . 3. C h a n g e f r o m E N T t o RN C , T y p e E P C - 8 0 - P V C , r i g i d s t e e l c on d u i t , b e f o r e r i s i n g a b o v e t h e f l o o r . E. T h r e a d e d C o n d u i t J o i n t s , E x p o s e d t o W e t , D a m p , C o r r o s i v e , o r O u t d o o r C o n d i t i o n s : A p p l y l i s t e d c o m po u n d t o t h r e a d s o f r a c e w a y a n d f i t t i n g s b e f o r e m a k i n g u p jo i n t s . F o l l o w c o m p o u n d m a n u f a c t u r e r ' s w r i t t e n i n s t r u c t i o n s . F. R a c e w a y T e r m i n a t i o n s a t L o c a t i o n s S u b j e c t t o M o i s t u r e o r V i b r a t i o n : U s e i n s u l a t i n g b u s h i n g s t o p r o t e c t c o n d u c t o r s , i n c l u d i n g c o n d u c t o r s s m a l l e r t h a n N o . 4 A W G . G. I n s t a l l p u l l w i r e s i n e m p t y r a c e w a y s . U s e p o l y p r o p y l e n e o r m o n o f i l a m e n t p l a s t i c l i n e w i t h n o t l e s s t h a n 2 0 0 - l b t e n s i l e s t r e n gt h . L e a v e a t l e a s t 1 2 i n c h e s o f s l a c k a t ea c h e n d o f p u l l w i r e . 3. 0 3 I N S T A L L A T I O N O F U N D E R G R O U N D C O N D U I T A. D i r e c t - B u r i e d C o n d u i t : 1. I n s t a l l c o n d u i t s a m i n i m u m o f 2 4 i n c h e s b e l o w f i n i s h e d g r a d e . 2. E x c a v a t e t r e n c h b o t t o m t o p r o v i d e f i r m a n d u n i f o r m s u p p o r t f o r c o n d u i t . P r e p a r e t r e n c h b o t t o m a s s p e c i f i e d i n D i v i s i o n 2 S e c ti o n " E a r t h w o r k " f o r p i p e l e s s th a n 6 i n c h e s i n n o m i n a l d i a m e t e r . 3. I n s t a l l b a c k f i l l a s s p e c i f i e d i n D i v i s i o n 2 S e c t i o n " E a r t h w o r k . " 4. A f t e r i n s t a l l i n g c o n d u i t , b a c k f il l an d c o m p a c t . S t a r t a t t i e - i n p o i n t , a n d w o r k t o w a r d en d o f c o n d u i t r u n , l e a v i n g c o n d u i t a t e n d o f r u n f r e e t o m o v e w i t h ex p a n s i o n a n d c o n t r a c t i o n a s t e m p e r a t u r e c h a n g e s d u r i n g t h i s p r o c e s s . F i r m l y h a n d t a m p b a c k f i l l a r o u n d c o n d u i t t o p r o v i d e m a x i mu m s u p p o r t i n g s t r e n g t h . Af t e r p l a c i n g c o n t r o l l e d b a c k f i l l t o w i t h i n 1 2 i n c h e s o f f i n i s he d g r a d e , m a k e f i n a l c on d u i t c o n n e c t i o n a t e n d o f r u n a n d c o m p l e t e b a c k f ill i n g w i t h n o r m a l co m p a c t i o n a s s p e c i f i e d i n D i v i s i o n 2 S e c t i o n " E a r t h w o r k . " 3. 0 4 I N S T A L L A T I O N O F U N D E R G R O U N D H A N D H O L E S A N D B O X E S A. I n s t a l l h a n d h o l e s a n d b o x e s l e v e l a n d p l u m b a n d w i t h o r i e n t a t i o n a n d d e p t h c o o r d i n a t e d w i t h c on n e c t i n g c o n d u i t s t o m i n i m i z e b e n d s a n d d e f l e c t i o n s r e q u i r e d f o r pr o p e r e n t r a n c e s . B. U n l e s s o t h e r w i s e i n d i c a t e d , s u p p o r t u n i t s o n a l e v e l b e d o f c r u s h e d s t o n e o r g r a v e l , g r a d e d f r o m 1 / 2 - i n c h s i e v e t o N o . 4 s i e v e a n d c o m p a c t e d t o s a m e d e n s i t y a s ad j a c e n t u n d i s t u r be d e a r t h . C. E l e v a t i o n : I n p a v e d a r e a s , s e t s o c o v e r s u r f a c e w i l l b e f l u s h w i t h f i n i s he d g r a d e . S e t c o v e r s o f o t h e r e n c l o s u r e s 1 i n c h a b o v e f i n i s h e d g r a d e . D. I n s t a l l r e m o v a b l e h a r d w a r e , i n c l u d i n g p u l l i n g e y e s , c a b l e s t a n c h i o n s , c a b l e a r m s , a n d i n s u l a t o r s , a s r e q u i r e d f o r i n s t a l l a t i o n a n d s u p p o r t o f c a b l e s a n d c o n d u c t o r s an d a s i n d i c a t e d . S e l e c t a r m l e n g t h s t o b e l o n g e n o u g h t o p r o v i d e s p a r e s p a c e f o r f u t u r e c a b l e s , b u t s h o r t en o u g h t o p r e s e r v e a d e q u a t e w o r k i n g c l e a r a n c e s i n t h e en c l o s u r e . E. F i e l d - c u t o p e n i n g s f o r c o n d u i t s a c c o r d i n g t o e n c l o s u r e m a n u f a c t u r e r ' s w r i t t e n i n s t r u c t i o n s . C u t w a l l o f e n c l o s u r e w i t h a t o o l d e s i g n e d f o r m a t e r i a l t o b e c u t . S i z e ho l e s f o r t e r m i n a t i n g f i t t i n g s t o b e u s e d , a n d s e a l a r ou n d p e n e t r a t i o n s a f t e r f i t t i n g s a r e i n s t a l l e d . 3. 0 5 P R O T E C T I O N A. P r o v i d e f i n a l p r o t e c t i o n a n d m a i n t a i n c o n d i t i o n s t h a t e n s u r e c o a t i n g s , f i n i s h e s , a n d c a b i n e t s a r e w i t ho u t d a m a g e o r d e t e r i o r a t i o n a t t i m e o f S u b s t a n t i a l C o m p l e t i o n . 1. R e p a i r d a m a g e t o g a l v a n i z e d f i n i s h e s w i t h z i n c - r i c h p a i n t r e c o m m e n d e d b y m a n u f a c t u r e r . 2. R e p a i r d a m a g e t o P V C o r p a i n t f i n i s h e s w i t h m a t c h i n g t o u c hu p c o a t i n g r e c o m m e n d e d b y m a n u f a c t u r e r . SE C T I O N 1 6 1 4 0 - W I R I N G D E V I C E S PA R T 1 - G E N E R A L 1. 0 1 S U M M A R Y A. T h i s S e c t i o n i n c l u d e s t h e f o l l o w i n g : 1. R e c e p t a c l e s w i t h i n t e g r a l G F C I , a n d a s s o c i a t e d d e v i c e p l a t e s . 1. 0 2 D E F I N I T I O N S A. G F C I : G r o u n d - f a u l t c i r c u i t i n t e r r u p t e r . B. P i g t a i l : S h o r t l e a d u s e d t o c o n n e c t a d e v i c e t o a b r a n c h - c i r c u i t c on d u c t o r . 1. 0 3 S U B M I T T A L S A. P r o d u c t D a t a : F o r e a c h t y p e o f p r od u c t i n d i c a t e d . 1. 0 4 Q U A L I T Y A S S U R A N C E A. S o u r c e L i m i t a t i o n s : O b t a i n e a c h t y p e o f w i r i n g d e v i c e a n d a s s o c i a t e d w a l l p l a t e t h r ou g h o n e s o u r c e f r o m a s i n g l e m a n u f a c t u r e r . I n s o f a r a s t h e y a r e a v a i l a b l e , ob t a i n a l l w i r i n g d e v i c e s a n d a s s o c i a t e d w a l l p l a t e s f r o m a s i n g l e m a n u f a c t u r e r a n d o n e s o u r c e . 1. 0 5 C O O R D I N A T I O N A.Receptacles for Owner-Furnished Equipment: Match plug configurations.PART 2 - PRODUCTS 2.01GFCI RECEPTACLES A.General Description: Straight blade, feed through type. Comply with NEMA WD 1, NEMA WD 6, UL 498, and UL 943, Class A, and include indicator light that is lighted when device is tripped.B.Weather Proof “In-Use” Covers: Cast metal, lockable, in-use rated.PART 3 - EXECUTION 3.01INSTALLATION A.Comply with NECA 1, including the mounting heights listed in that standard, unless otherwise noted.B.Conductors:1.Do not strip insulation from conductors until just before they are spliced or terminated on devices.2.Strip insulation evenly around the conductor using tools designed for the purpose. Avoid scoring or nicking of solid wire or cutting strands from stranded wire.3.The length of free conductors at outlets for devices shall meet provisions of NFPA 70, Article 300, without pigtails.C.Device Installation:1.Connect devices to branch circuits using pigtails that are not less than 6 inches in length.2.When there is a choice, use side wiring with binding-head screw terminals. Wrap solid conductor tightly clockwise, 2/3 to 3/4 of the way around terminal screw.3.Use a torque screwdriver when a torque is recommended or required by the manufacturer.4.When conductors larger than No. 12 AWG are installed on 15- or 20-A circuits, splice No. 12 AWG pigtails for device connections.5.Tighten unused terminal screws on the device.6.When mounting into metal boxes, remove the fiber or plastic washers used to hold device mounting screws in yokes, allowing metal-to-metal contact.3.02IDENTIFICATION A.Comply with Division 16 Section "Electrical Identification."1.Receptacles: Identify panelboard and circuit number from which served. Use hot, stamped or engraved machine printing with black-filled lettering on face of plate, and durable wire markers or tags inside outlet boxes.SECTION 16442 - PANELBOARDS PART 1 - GENERAL 1.01SUMMARY A.This Section includes the following:.1.Lighting and appliance branch-circuit panelboards.1.02DEFINITIONS A.EMI: Electromagnetic interference.B.GFCI: Ground-fault circuit interrupter.C.RFI: Radio-frequency interference.D.RMS: Root mean square.E.SPDT: Single pole, double throw.1.03SUBMITTALS A.Product Data: For each type of panelboard, overcurrent protective device, accessory, and component indicated. Include dimensions and manufacturers' technical data on features, performance, electrical characteristics, ratings, and finishes.B.Shop Drawings: For each panelboard and related equipment.1.Show tabulations of installed devices, equipment features, and ratings. Include the following:a.Enclosure types and details for types other than NEMA 250, Type 1.b.Bus configuration, current, and voltage ratings.c.Short-circuit current rating of panelboards and overcurrent protective devices.d.UL listing for series rating of installed devices.e.Features, characteristics, ratings, and factory settings of individual overcurrent protective devices and auxiliary components.f.Label designation for each panelboard.C.Operation and Maintenance Data: For panelboards and components to include in emergency, operation, and maintenance manuals:1.Manufacturer's written instructions for testing and adjusting overcurrent protective devices.2.Time-current curves, including selectable ranges for each type of overcurrent protective device.1.04QUALITY ASSURANCE A.Source Limitations: Obtain panelboards, overcurrent protective devices, components, and accessories through one source from a single manufacturer.B.Product Options: Drawings indicate size, profiles, and dimensional requirements of panelboards and are based on the specific system indicated. Refer to Division 1 Section "Product Requirements."C.Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70, Article 100, by a testing agency acceptable to authorities having jurisdiction, and marked for intended use.D.Comply with NEMA PB 1.E.Comply with NFPA 70.1.05COORDINATION A.Coordinate layout and installation of panelboards and components with other construction that penetrates walls or is supported by them, including electrical and other types of equipment, raceways, piping, and encumbrances to workspace clearance requirements.PART 2 - PRODUCTS 2.01MANUFACTURERS A.Manufacturers: Subject to compliance with requirements, provide products by one of the following:1.Panelboards, Overcurrent Protective Devices, Controllers, Contactors, and Accessories:a.Eaton Corporation; Cutler-Hammer Products.b.General Electric Co.; Electrical Distribution & Protection Div.c.Siemens Energy & Automation, Inc.d.Square D.2.02MANUFACTURED UNITS A.Enclosures: Flush- and surface-mounted cabinets. NEMA PB 1, Type 1.1.Rated for environmental conditions at installed location.a.Outdoor Locations: NEMA 250, Type 3R.2.Front: Secured to box with concealed trim clamps. For surface-mounted fronts, match 3.Hinged Front Cover for Panelboards: Entire front trim hinged to box and with standard door within hinged trim cover.4.Skirt for Surface-Mounted Panelboards: Same gage and finish as panelboard front with flanges for attachment to panelboard, wall, and ceiling or floor.5.Finish: Manufacturer's standard enamel finish over corrosion-resistant treatment or primer coat. Paint loadcenters to match adjacent wall colors.6.Directory Card: With transparent protective cover, mounted in metal frame, inside panelboard door.B.Phase and Ground Buses:.1.Material: Tin-plated aluminum.2.Designer Note: Subparagraphs below are optional features. Coordinate with Drawings.3.Equipment Ground Bus: Adequate for feeder and branch-circuit equipment ground conductors; bonded to box.C.Conductor Connectors: Suitable for use with conductor material.1.Main and Neutral Lugs: Mechanical type.2.Ground Lugs and Bus Configured Terminators: Compression type..D.Service Equipment Label: UL labeled for use as service equipment for panelboards with main service disconnect switches.E.Future Devices: Mounting brackets, bus connections, and necessary appurtenances required for future installation of devices.2.03PANELBOARD SHORT-CIRCUIT RATING.A.UL label indicating series-connected rating with integral or remote upstream overcurrent protective devices. Include size and type of upstream device allowable,branch devices allowable, and UL series-connected short-circuit rating.B.Fully rated to interrupt symmetrical short-circuit current available at terminals.2.04LIGHTING AND APPLIANCE BRANCH-CIRCUIT PANELBOARDS A.Branch Overcurrent Protective Devices: Plug-incircuit breakers, replaceable without disturbing adjacent units.B.Doors: Concealed hinges; secured with flush latch with tumbler lock; keyed alike.2.05OVERCURRENT PROTECTIVE DEVICES A.Molded-Case Circuit Breaker: UL 489, with series-connected rating to meet available fault currents.1.Thermal-Magnetic Circuit Breakers: Inverse time-current element for low-level overloads, and instantaneous magnetic trip element for short circuits.Adjustable magnetic trip setting for circuit-breaker frame sizes 250 A and larger.2.GFCI Circuit Breakers: Single- and two-pole configurations with 5 or 30-mA trip sensitivity.B.Molded-Case Circuit-Breaker Features and Accessories: Standard frame sizes, trip ratings, and number of poles.1.Lugs: Mechanical style, suitable for number, size, trip ratings, and conductor materials.2.Ground-Fault Protection: Integrally mounted relay and trip unit with adjustable pickup and time-delay settings, push-to-test feature, and ground-fault indicator.3.Multipole units enclosed in a single housing or factory-assembled to operate as a single unit.PART 3 - EXECUTION 3.01INSTALLATION A.Install panelboards and accessories according to NEMA PB 1.1..B.Mount plumb and rigid without distortion of box.C.Install filler plates in unused spaces.D.Arrange conductors in gutters into groups and bundle and wrap with wire ties.3.02IDENTIFICATION A.Identify field-installed conductors, interconnecting wiring, and components; provide warning signs as specified in Division 16 Section "Electrical Identification."B.Create a directory to indicate installed circuit loads. Obtain approval before installing. Use a computer or typewriter to create directory; handwritten directories arenot acceptable.C.Panelboard Nameplates: Label each panelboard with engraved metal or laminated-plastic nameplate mounted with corrosion-resistant screws.3.03CONNECTIONS A.Ground equipment according to Division 16 Section "Grounding and Bonding."B.Connect wiring according to Division 16 Section "Conductors and Cables."3.04CLEANING A.On completion of installation, inspect interior and exterior of panelboards. Remove paint sP platters and other spots. Vacuum dirt and debris; do not use compressed air to assist in cleaning. Repair exposed surfaces to match original finish.VAIL, COLORADO9275.00 03-01-2013 SHEET TITLE:NO.Job no.:REVISION Drawn by:Date:Designed by:DATE BY LIONSHEAD PARK RENOVATIONSEAUDINANZECOPYRIGHT 2013 BG S:\BGProjects\9275.00 Sun Dial Plaza\Cad\BGCE CAD\927500E11.dwg Printed By: cadd-txc March 29, 2013 - 11:39am LC-XXX Vail:Denver:Fort Collins:Albuquerque:www.bgce.com(970)949-6108 (303) 278-3820 (970) 221-5691 (505) 323-9070 1ADDENDUM 103.22.13 ELP 2PERMIT DOCUMENTS03.29.13 ELP E1.1MASMASELECTRICALSPECIFICATIONS Re v i e w e d f o r C o d e C o m p l i a n c e Co d e : 2 0 1 2 In t e r n a t i o n a l B u i l d i n g C o d e ( I B C ) By Ma r t i n Ha e b e r l e , CB O at 2: 2 3 pm , Ap r 19 , 20 1 3