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HomeMy WebLinkAboutB16-0047__Cover_1478897500.pdfProject FEB-8-2016 AS_NOTED Sheet Title Sheet No. Date Scale BC&E No. 15138 Littleton, Colorado 80120 1520 West Canal Court, Suite 240 303.350.1000 tel | 303.350.1004 fax DATE ISSUE/REVISION DESCRIPTION NO. Cover Sheet, Sheet Index, and General Notes THE ARRABELLE AT VAIL SQUARE 2016 Waterproofing Repair Project COVER FOR CONSTRUCTION B SHEET COVER AREA SITE PLAN SCALE: NONE 9. 10. 11. 12. F. SNOW-MELT SYSTEM 1. THE NEW EMBEDDED ELECTRIC SNOW-MELT SYSTEM SHALL BE MI TRACE EASY HEAT SNOW-MELT SYSTEM AS MANUFACTURED BY EMERSON INDUSTRIAL AUTOMATION. 2. PER THE OWNER ALL PORTIONS OF THE SNOW-MELT SYSTEM ARE TO BE INSTALLED IN ACCORDANCE WITH THE ORIGINAL DESIGN DOCUMENTS ("IN-KIND"). BC&E HAS NO RESPONSIBLY FOR THE DESIGN OR PERFORMANCE OF THE SNW-MELT SYSTEM. 3. THE LEADER WHICH WILL FEED FROM THE J-BOX ON THE EXTERIOR WALL INTO THE CONCRETE SHALL BE ENCASED WITH A RIGID CONDUIT SUITABLE FOR THE APPLICATION OF HOT, LIQUID-APPLIED WATERPROOFING. PROVIDE A WATERTIGHT PENETRATION OF THE ELECTRICAL LEADER INTO THE CONCRETE TOPPING SLAB. G. SEALANTS 1. SEALANT JOINTS SHALL BE IN DESIGNED AND INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN INSTRUCTIONS AND REQUIREMENTS. THIS INCLUDES THE ASPECT RATIOS (DEPTH-TO-WIDTH), USE OF BOND BREAKER MATERIALS, PRIMERS, AND TOOLING. 2. THE MATERIALS SHALL BE AS FOLLOWS: A) WOOD-TO-CONCRETE JOINTS: SIKA FLEX 1A URETHANE SEALANT, PRIMER PER MANUFACTURER A) CONCRETE-TO-METAL JOINTS: SIKA FLEX 1A URETHANE SEALANT, PRIMER PER MANUFACTURER C) METAL-TO-METAL JOINTS (COPPER): SIKA LASTOMER - 511 BUTYL SEALANT D) STUCCO TO DISSIMILAR MATERIALS: SIKA FLEX 1A URETHANE SEALANT 3. SURFACES TO RECEIVE SEALANT SHALL BE CLEAN, AND DUST FREE. INSTALL CLOSED-CELL BACKER ROD OR BOND BREAKER TO CREATE BACKING FOR SEALANT AND TO PREVENT UNINTENDED BONDING. BACKER ROD SHALL BE SIZED APPROPRIATE TO PRODUCE A JOINT OF PROPER DEPTH-TO-WIDE RATIO. MIN BOND IS 1 4". 4. TOOL JOINTS TO CONSOLIDATE SEALANT AND PRESS SEALANT TO SUBSTRATES. JOINTS TO APPEAR SMOOTH, UNIFORM, AND FINISHED, FREE OF VOIDS OR GAPS. 5. CONFIRM COMPATIBLY OF SEALANT WITH MATERIALS PRIOR TO APPLICATION. H. URETHANE GROUT INJECTION 1. PREPARE SURFACES AND INSTALL URETHANE GROUT AT CRACKS AND JOINTS BETWEEN SLABS AND TOP OF WALLS AT AREAS INDICATED. REFER TO NOTE 4 AND DETAIL E/D1.2. 2. PREPARE AREAS, INSTALL, AND CURE MATERIALS PER MANUFACTURER'S WRITTEN INSTRUCTIONS. 3. INJECTION MATERIAL SHALL BE SEALFOAM PURe BY DeNEEF/GRACE CONSTRUCTION PRODUCTS OR ENGINEER APPROVED EQUAL. 4. SUBMIT AN INJECTION PROTOCOL FOR REVIEW AND APPROVAL OF BC&E PRIOR TO PROCEEDING. GENERAL NOTES CONTINUED E. WATERPROOFING SYSTEM 1. 2. 3. 4. 5. 6. 7. 8. 13. CONCRETE MATERIALS: PORTLAND CEMENT: ASTM C150 TYPE I OR II OR HIGH-EARLY STRENGTH TYPE III. FLY ASH: ASTM C618, CLASS F OR C. PROVIDE AGGREGATES FROM THE SAME SOURCE THROUGHOUT THE PROJECT UNLESS OTHERWISE SPECIFIED. ASTM C33 CONTAINING NO DELETERIOUS SUBSTANCES WHICH CAUSE SURFACE SPALLING. CERTIFY THAT NO ALKALI REACTIVITY IS PRODUCED WITH THE PROPOSED AGGREGATE-CEMENT COMBINATIONS WHEN TESTED IN ACCORDANCE WITH ASTM C227.WATER: POTABLE. CALCIUM CHLORIDE OR ADMIXTURES CONTAINING MORE THAN 0.05% CHLORIDE IONS OR THIOCYANATES ARE NOT PERMITTED. AIR-ENTRAINING ADMIXTURE: COMPLY WITH ASTM C260. WATER REDUCING ADMIXTURE: ASTM C494, TYPE A. HIGH RANGE WATER REDUCING ADMIXTURE (SUPERPLASTICIZER): ASTM C494, TYPE F OR G. NON-CORROSIVE,NON-CHLORIDE ACCELERATOR: ASTM C494, TYPE C OR E. THE ADMIXTURE MANUFACTURER MUST HAVE LONG-TERM, NON-CORROSIVE TEST DATA (OF AT LEAST A YEAR'S DURATION) USING AN ACCEPTABLE ACCELERATED CORROSION TEST METHOD SUCH AS ELECTRICAL POTENTIAL MEASUREMENTS. RETARDING ADMIXTURE: ASTM C494, TYPE D. MINIMUM 28 DAY COMPRESSIVE STRENGTH 4000 PSI WITH 5 TO 8% AIR ENTRAINMENT AT THE POINT OF PLACEMENT. 14. ISOLATION JOINTS: USE BITUMINOUS SATURATED FIBER CONFORMING TO ASTM D1751, 1/2 IN. THICKNESS. PROVIDE MANUFACTURER'S CERTIFICATION OF COMPATIBILITY WITH SPECIFIED SEALANTS WHERE REQUIRED. 15. CURING AND SEALING COMPOUND: CLEAR STYRENE ACRYLATE TYPE, 30% SOLIDS CONTENT MINIMUM, AND HAVE TEST DATA FROM AN INDEPENDENT LABORATORY INDICATING A MAXIMUM MOISTURE LOSS OF 0.030 GRAMS PER SQ. CM. WHEN APPLIED AT A COVERAGE RATE OF 300 SQ. FT. PER GALLON. DISSIPATING RESIN COMPOUND: ASTM C309, TYPE I. THE FILM MUST CHEMICALLY BREAK DOWN IN A TWO TO FOUR WEEK PERIOD. ACCEPTED MATERIALS INCLUDE: DAYTON SUPERIOR CURE & SEAL 1315 EF @ COVERAGE RATE OF 400 SF PER GAL, 1 COAT ONLY. 16. PLACING REINFORCEMENT: COMPLY WITH CONCRETE REINFORCING STEEL INSTITUTE'S" RECOMMENDED PRACTICE FOR PLACING REINFORCING," AND AS HEREIN SPECIFIED. CLEAN REINFORCEMENT OF LOOSE RUST AND MILL SCALE, EARTH, ICE, AND OTHER MATERIALS WHICH REDUCE OR DESTROY BOND WITH CONCRETE. ACCURATELY POSITION, SUPPORT, AND SECURE REINFORCEMENT AGAINST DISPLACEMENT BY CONSTRUCTION OR CONCRETE PLACEMENT OPERATIONS WITH APPROVED SUPPORTS SPACERS AS REQUIRED TO MAINTAIN PROPER CONCRETE COVER AND POSITION. INSTALL REINFORCEMENT TO TOLERANCES GIVEN IN ACI 301 5.4. 17. INSTALLATION OF EMBEDDED ITEMS: ANCHOR BOLTS, INSERTS, FORM BLOCKOUTS, AND OTHER ITEMS BUILT INTO THE CONCRETE SHALL BE SECURELY FASTENED TO FORMWORK OR HELD IN PLACE WITH TEMPLATES. INSERTION INTO CONCRETE AFTER CASTING IS NOT ALLOWED. 18. CONTROL JOINTS IN TOPPING CONCRETE: LOCATE AND INSTALL JOINTS SIMILAR TO THE EXISTING JOINTING PATTERNS. LOCATE SO AS NOT TO IMPAIR STRENGTH OR APPEARANCE OF THE SLAB. CONTINUE REINFORCEMENT ACROSS CONSTRUCTION JOINTS. FORM JOINTS BY TOOLING. MAKE JOINTS AS SOON AS POSSIBLE AFTER PLACING CONCRETE WITHOUT DISLODGING AGGREGATE AND TO A DEPTH OF 1 2" MIN. 19. ISOLATION JOINTS: SEPARATE SLABS FROM VERTICAL SURFACES WITH SPECIFIED EXPANSION JOINT MATERIAL. 20. CONCRETE PLACEMENT: COMPLY WITH ACI 301, ACI 304, AND AS HEREIN SPECIFIED. DO NOT PLACE CONCRETE IN FREE-STANDING WATER, OVER ICE, OR ON FROZEN SUBSTRATE. DEPOSIT CONCRETE CONTINUOUSLY OR IN LAYERS OF SUCH THICKNESS THAT NO CONCRETE WILL BE PLACED ON CONCRETE WHICH HAS HARDENED SUFFICIENTLY TO CAUSE THE FORMATION OF SEAMS OR PLANE OF WEAKNESS. IF A SECTION CANNOT BE PLACED CONTINUOUSLY, PROVIDE CONSTRUCTION JOINTS. DEPOSIT CONCRETE AS NEAR AS PRACTICABLE IN ITS FINAL LOCATION TO AVOID SEGREGATION. PLACING CONCRETE IN FORMS: DEPOSIT AND CONSOLIDATE CONCRETE SLABS IN A CONTINUOUS OPERATION, WITHIN LIMITS OF CONSTRUCTION JOINTS, UNTIL THE PLACING OF A PANEL OR SECTION IS COMPLETED. SET SCREEDS AND ADJUST AS NECESSARY TO ACHIEVE PROPER SLAB ELEVATION, THICKNESS, AND SURFACE SLOPE TO DRAIN. CONSOLIDATING: CONSOLIDATE PLACED CONCRETE BY HAND-SPADING, RODDING, OR TAMPING. USE EQUIPMENT AND PROCEDURES FOR CONSOLIDATION OF CONCRETE IN ACCORDANCE WITH ACI 309. DO NOT USE VIBRATORS TO TRANSPORT CONCRETE INSIDE FORMS. INSERT AND WITHDRAW VIBRATORS VERTICALLY AT UNIFORMLY SPACED LOCATIONS NOT FARTHER THAN VISIBLE EFFECTIVENESS OF MACHINE. CONSOLIDATE CONCRETE DURING PLACING OPERATIONS SO THAT CONCRETE IS THOROUGHLY WORKED AROUND REINFORCEMENT AND OTHER EMBEDDED ITEMS AND INTO CORNERS. 21. SLAB SURFACE FINISHES: PROVIDE SLAB SURFACE FINISHES TO A MEDIUM BROOM FINISH. 22. CONCRETE CURING AND PROTECTION: PROTECT FRESHLY PLACED CONCRETE FROM PREMATURE DRYING AND EXCESSIVE COLD OR HOT TEMPERATURES. MAINTAIN CONCRETE WITH MINIMAL MOISTURE LOSS AT A RELATIVELY CONSTANT TEMPERATURE FOR THE PERIOD NECESSARY FOR HYDRATION OF THE CEMENT AND HARDENING OF CONCRETE. CURING SHALL COMMENCE AS SOON AS FREE WATER HAS DISAPPEARED FROM THE CONCRETE SURFACE AFTER PLACING AND FINISHING. THE CURING PERIOD SHALL BE SEVEN DAYS FOR ALL CONCRETE EXCEPT HIGH-EARLY STRENGTH CONCRETE WHICH SHALL BE CURED FOR THREE DAYS MINIMUM, UNLESS TEST CYLINDERS, MADE AND KEPT ADJACENT TO THE STRUCTURE AND CURED BY THE SAME METHODS, ARE TESTED WITH THE AVERAGE COMPRESSIVE STRENGTH EQUAL TO 70% OF THE SPECIFIED 28-DAY STRENGTH. CURING SHALL BE IN ACCORDANCE WITH ACI 301 PROCEDURES. AVOID RAPID DRYING AT THE END OF THE CURING PERIOD. DURING HOT AND COLD WEATHER, CURE CONCRETE IN ACCORDANCE WITH ACI 305 AND ACI 306. NO TRAFFIC OR STORAGE ON THE SURFACE OF THE SLABS FOR 7 DAYS AFTER PLACEMENT, OR UNTIL THE CONCRETE HAS ACHIEVE 70% OF DESIGN STRENGTH. PROTECT THE SLAB SURFACE FROM WEAR FOR REMAINDER OF PROJECT. 23. TOLERANCES: FORMED SURFACES AND BUILDING LINES: CONFORM TO ACI 4.3. SLAB FINISHING TOLERANCES: USING AN IMAGINARY STRAIGHT LINE FROM THE PERIMETER EDGE TO THE EDGE OF THE DRAIN, THE SURFACE OF THE CONCRETE SHALL NOT BE MORE THAN 1 8" ABOVE OR 1 8" BELOW THE LINE. EMBEDDED ITEMS: TOLERANCES SHALL BE AS FOLLOWS: ANCHOR BOLTS: ADJACENT ANCHOR BOLTS IN A GROUP RECEIVING A SINGLE FABRICATED SETTING PIECE: +/- 1/8" LOCATION AND ALIGNMENT OF ANCHOR BOLT GROUPS FROM DESIGNATED LOCATION AND ALIGNMENT: +/-1/4". 24. COLOR CONCRETE TO MATCH EXISTING. 25. CONCRETE EXPANSION JOINT FILLER MATERIAL: 1 2" CLOSED CELL FOAM SUCH AS DECK-O-FOAM BY W.R. MEADOWS E. PAINT 1. PAINT NEW AND CLEANED EXISTING STEEL WITH 2 COATS ZINC RICH PRIMER. PRIMER TO BE SUBMITTED TO BC&E FOR APPROVAL. 2. FOR EXPOSED STEEL, APPLY 2 COATS OF HIGH-QUALITY ALKYD ENAMEL PAINT OVER PRIMER; COLOR TO MATCH EXISTING D. CONCRETE 1. WORK CONSISTS OF FURNISHING ALL LABOR, MATERIAL, AND EQUIPMENT NECESSARY FOR COMPLETION OF ALL TOPPING SLAB CONCRETE WORK INCLUDING, BUT NOT NECESSARILY LIMITED TO, THE FOLLOWING: FORMWORK, REINFORCING, EMBEDDED SNOW-MELT SYSTEM AND RELATED ACCESSORIES, FINISH AND CURE OF TOPPING SLABS. 2. THE WORK SHALL BE SUBJECT TO ALL APPLICABLE PROVISIONS OF THE STATE AND LOCAL BUILDING AND SAFETY CODES. COMPLY WITH FOLLOWING STANDARDS EXCEPT WHERE MORE STRINGENT REQUIREMENTS ARE SHOWN OR SPECIFIED: A. ACI 301, "SPECIFICATION FOR STRUCTURAL CONCRETE FOR BUILDINGS." B. CONCRETE REINFORCING STEEL INSTITUTE (CRSI), "MANUAL OF STANDARD PRACTICE." C. ACI SP-66, "ACI DETAILING MANUAL" D. ACI SP-15, "ACI FIELD REFERENCE MANUAL" 3. THE CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR THE SAFETY OF THE FORMWORK AND SHALL PROVIDE ALL NECESSARY DESIGN, CONSTRUCTION, MATERIALS, AND MAINTENANCE TO PRODUCE THE REQUIRED CONCRETE WORK SAFELY. DESIGN ALL FORMWORK TO MAINTAIN THE TOLERANCES SPECIFIED. 4. THE CONTRACTOR IS RESPONSIBLE FOR QUALITY CONTROL, INCLUDING WORKMANSHIP AND MATERIALS FURNISHED BY HIS SUBCONTRACTORS AND SUPPLIERS. INSPECTION OR TESTING BY THE OWNER DOES NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITY TO PERFORM THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. THE CONTRACTOR IS RESPONSIBLE FOR AND SHALL BEAR THE COST OF CORRECTING CONCRETE WORK WHICH DOES NOT CONFORM TO THE SPECIFIED REQUIREMENTS INCLUDING, BUT NOT LIMITED TO, STRENGTH, TOLERANCES, AND FINISHES. CORRECT DEFICIENT CONCRETE BY MEANS ACCEPTABLE TO THE OWNER AND BC&E. THE COST OF EXTRA WORK INCURRED BY THE OWNER AND BC&E TO APPROVE CORRECTIVE WORK SHALL BE BORNE BY THE CONTRACTOR. 5. A RECORD SHALL BE KEPT BY THE GENERAL CONTRACTOR LISTING THE TIME AND DATE OF PLACEMENT OF ALL CONCRETE FOR THE DECKS. SUCH RECORD SHALL BE KEPT UNTIL THE COMPLETION OF THE PROJECT AND SHALL BE AVAILABLE TO THE OWNER AND BC&E FOR EXAMINATION AT ANY TIME. ALL CONCRETE BATCH TRIP TICKETS WILL BE COLLECTED AND RETAINED BY THE CONTRACTOR. CONCRETE BATCH TRIP TICKETS SHALL CONTAIN INFORMATION SPECIFIED IN ASTM C94, PARAGRAPH ENTITLED "BATCH TICKET INFORMATION," INCLUDING ITEMS 15.2.1 THROUGH 15.2.8. BATCH TRIP TICKET SHALL ALSO SHOW THE TOTAL AMOUNT OF WATER IN THE MIX AS BATCHED (INCLUDING WATER PRESENT IN THE AGGREGATE BEFORE BATCHING) AND THE AMOUNT OF WATER REQUIRED BY THE DESIGN MIX PROPORTIONS. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REIMBURSEMENT OF COSTS FOR TESTING AND INSPECTION RESULTING AS A CONSEQUENCE OF THE FOLLOWING: WORK NOT IN COMPLIANCE WITH THE CONTRACT DOCUMENTS, TESTING REQUESTED BY CONTRACTOR OR SUBCONTRACTOR SUCH AS ADDITIONAL CYLINDERS FOR EARLY BREAKS, ETC.,TESTING TO VERIFY THE ADEQUACY OF WORK DONE, WITHOUT PRIOR NOTICE, WITHOUT PROPER SUPERVISION, OR CONTRARY TO STANDARD CONSTRUCTION PRACTICE. 7. SUBMIT SUBSTANTIATING DATA FOR EACH CONCRETE MIX DESIGN CONTEMPLATED FOR USE TO BC&E NOT LESS THAN ONE WEEK PRIOR TO FIRST CONCRETE PLACEMENT. DATA FOR EACH MIX SHALL, AS A MINIMUM, INCLUDE THE FOLLOWING: MIX IDENTIFICATION DESIGNATION (UNIQUE FOR EACH MIX SUBMITTED.), STATEMENT OF INTENDED USE FOR MIX, MIX PROPORTIONS, INCLUDING ALL ADMIXTURES USED, MANUFACTURER'S DATA AND/OR CERTIFICATIONS VERIFYING CONFORMANCE OF ALL MIX MATERIALS, INCLUDING ADMIXTURES, WITH SPECIFIED REQUIREMENTS, WET AND DRY UNIT WEIGHT, ENTRAINED AIR CONTENT, DESIGN SLUMP, REQUIRED AVERAGE STRENGTH. 8. DISCHARGE ALL CONCRETE TRANSMITTED IN A TRUCK MIXER, AGITATOR, OR OTHER TRANSPORTATION DEVICE NOT LATER THAN 1-1/2 HOURS, OR 300 REVOLUTIONS OF THE DRUM AFTER THE MIXING WATER HAS BEEN ADDED, WHICHEVER IS EARLIEST. 9. DELIVER CONCRETE TO THE JOB IN EXACT QUANTITIES REQUIRED BY THE DESIGN MIX. SHOULD EXTRA WATER BE REQUIRED BEFORE DEPOSITING THE CONCRETE, THE CONTRACTOR'S SUPERINTENDENT SHALL HAVE SOLE AUTHORITY TO AUTHORIZE THE ADDITION OF WATER. ANY ADDITIONAL WATER ADDED TO THE MIX AFTER LEAVING THE BATCH PLANT SHALL BE INDICATED ON THE TRIP TICKET AND SIGNED BY THE PERSON RESPONSIBLE. WHERE EXTRA WATER IS ADDED TO THE CONCRETE, IT SHALL BE MIXED THOROUGHLY FOR 30 REVOLUTIONS OF THE DRUM AT MIXING SPEED. WATER MAY BE ADDED AT THE SITE ONLY ONCE TO EACH BATCH. 10. COLD WEATHER PLACEMENT: WHEN DEPOSITING CONCRETE AFTER THE FIRST FROST OR WHEN THE MEAN DAILY TEMPERATURES ARE BELOW 40 DEGREES F., FOLLOW RECOMMENDATIONS OF ACI 306 AS MODIFIED HEREIN MAINTAIN CONCRETE TEMPERATURE AT A MINIMUM OF 55 DEGREES F. FOR SECTIONS HAVING A MINIMUM DIMENSION OF LESS THAN 12". ACCELERATOR OR HIGH-EARLY STRENGTH TYPE III CEMENT MAY BE USED WHEN ACCEPTED BY BC&E. DO NOT PLACE CONCRETE WITHOUT APPROVAL OF BC&E ON DAYS WHEN TEMPERATURE AT 9:00 A.M. IS BELOW 30 DEGREES F. JOB-CURED CYLINDERS FOR VERIFICATION OF STRENGTH AND/OR THE ADEQUACY OF THE CONTRACTOR'S PROTECTIVE METHODS, MAY BE REQUIRED BY BC&E. 11. HOT WEATHER PLACEMENT: WHEN DEPOSITING CONCRETE IN HOT WEATHER, FOLLOW RECOMMENDATIONS OF ACI 305 AS MODIFIED HEREIN. THE TEMPERATURE OF CONCRETE AT TIME OF PLACEMENT SHALL NOT EXCEED 90 DEGREES F. PROTECT TO PREVENT RAPID DRYING. START FINISHING AND CURING AS SOON AS POSSIBLE. WHEN THE AIR TEMPERATURE IS EXPECTED TO EXCEED 90 DEGREES F., THE CONTRACTOR SHALL OBTAIN ACCEPTANCE FROM BC&E OF THE PROCEDURES TO BE USED IN PROTECTING, DEPOSITING, FINISHING, AND CURING THE CONCRETE. WATER REDUCING RETARDING ADMIXTURE MAY BE USED UPON ACCEPTANCE OF BC&E. THE USE OF CONTINUOUS WETTING OR FOG SPRAYS MAY BE REQUIRED BY BC&E FOR 24 HOURS AFTER DEPOSITING. 12. WELDED WIRE FABRIC REINFORCING SHALL BE 4x4 - W4xW4 OR HEAVIER, PLACED ON SLAB BOLSTERS -SB AS MANUFACTURED BY DAYTON SUPERIOR. HEIGHT TO BE SUCH THAT WWF AND SNOW-MELT CABLES WILL BE PLACED AT APPROXIMATELY MID-DEPT OF TOPPING SLAB. PROVIDE SUPPORTS FOR REINFORCEMENT SUPPORTING AND FASTENING REINFORCING IN PLACE WITHIN SPECIFIED TOLERANCES. ACCEPTANCE OF THE LAYOUT, ELEVATION, AND TYPE OF WWF SHALL BE CONFIRMED WITH THE SNOW-MELT SYSTEM MANUFACTURER. SCHEMATIC PLAN OF TYPICAL BALCONY DETAILS D1.0 C D1.0 A D1.0 D D1.1 D D1.0 F D1.0 B EXTERIOR WALL OF UNIT STONE OR WOOD FASCUA BALCONY EDGE GUARDRAIL POST DOOR THRESHOLD DRAIN STONE PILASTER NOTES: 1. REFER TO DETAIL A/D1.2 FOR ELECTRICAL PENETRATIONS 2. REFER TO SHEET D1.2 FOR TYPICAL WATERPROOFING DETAILS 3. REPLACEMENT OF DRAIN PIPING MAY BE NECESSARY ON ANY AND ALL BALCONY AND TERRACE DECKS BEING REPLACED. ASSUME SOFFITS WILL NEED TO BE REMOVED AND REPLACED, INCLUDING BATT INSULATION. AT BALCONY AND TERRACE DECKS 274, 382, AND 755 OVER OCCUPIED SPACE THE REPLACEMENT OF THE DRAIN PIPE INCLUDE REMOVAL OF THE INTERIOR CEILINGS. BALCONIES NOT BEING REPLACED, HAVE BEEN NOTED WHERE REPLACEMENT OF THE PIPING IS TO BE ASSUMED. 4. ROUTING OF CONSTRUCTION DEBRIS IN DRAINS AT THE FOLLOWING DECKS IS ALSO REQUIRED: Unit 222 Unit 408 Unit 224 Unit 430 south deck Unit 228 Unit 430 north deck Unit 284 Unit 482 Unit 301 Unit 487 Unit 324 Unit 572 Unit 329 Unit 582 Unit 330 east deck Unit 608 west deck Unit 330 west deck Unit 608 south deck Unit 338 Unit 629 (7th level deck) Unit 382 GENERAL NOTES D1.0 G wood fascia stone fascia D1.1 E Stone D1.1 C SNOW-MELT SYSTEM (BY OTHERS REPLACEMENT "IN-KIND") D1.1 A A. GENERAL 1. THESE GENERAL NOTES APPLY EXCEPT WHERE OTHERWISE INDICATED BY THESE DRAWINGS. 2. THESE DRAWINGS INDICATE TYPICAL AND SPECIFIC DETAILS OF THE CONSTRUCTION. ALL FEATURES OF THE CONSTRUCTION NOT SPECIFICALLY SHOWN SHALL BE OF THE SAME TYPE AND CHARACTER AS THOSE SHOWN FOR SIMILAR CONDITIONS, SUBJECT TO APPROVAL BY THE BC&E. PROVIDE A MOCK-UP OF EACH DETAIL DURING REPAIR OF THE FIRST BALCONY FOR BC&E APPROVAL. 3. ALL CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE APPLICABLE BUILDING CODE, WHERE ALLOWABLE BY THE EXISTING CONSTRUCTION. 4. ALL WORK SHALL BE SCHEDULED AND PERFORMED TO MAINTAIN SAFETY AT ALL TIMES, AND SHALL BE COORDINATED WITH THE OWNER'S REPRESENTATIVE AND OTHER ON-SITE CONTRACTORS FOR LIMITED DISRUPTIONS. 5. THE CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS, ELEVATIONS, DIMENSIONS, ETC. PRIOR TO FABRICATIONS AND CONSTRUCTION AND SHALL NOTIFY BC&E OF ANY VARIATIONS FROM THE CONTRACT DOCUMENTS. 6. THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL AND ARCHITECTURAL ELEMENTS DURING THE CONSTRUCTION. SHORING AND BRACING MUST ENSURE THE SAFETY OF THE STRUCTURE & THE JOB-SITE PERSONEL. DESIGN AND PLACEMENT OF THE SHORING IS THE RESPONSIBILITY OF THE CONTRACTOR. 7. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION OF, REMOVAL OF, AND COORDINATION OF LIGHTING, ELECTRICAL, PLUMBING PENETRATION ETC. 8. THE CONTRACTOR IS RESPONSIBLE FOR ALL PERMITS. B. DISCOVERY AND FIELD VERIFICATION 1. DURING CONSTRUCTION, THE CONTRACTOR MAY ENCOUNTER EXISTING CONDITIONS WHICH ARE NOT NOW KNOWN OR ARE AT VARIANCE WITH PROJECT DOCUMENTATION (DISCOVERY). SUCH CONDITIONS MAY INTERFERE WITH NEW CONSTRUCTION OR REQUIRE PROTECTION AND/OR SUPPORT OF EXISTING WORK DURING CONSTRUCTION, OR MAY CONSIST OF DAMAGE TO STRUCTURAL MATERIALS OR COMPONENTS WHICH COULD JEOPARDIZE THE STRUCTURAL INTEGRITY OF THE NEW WORK. 2. THE CONTRACTOR SHALL NOTIFY BC&E OF ALL DISCOVERIES HE BELIEVES MAY INTERFERE WITH THE PROPER EXECUTION OF THE WORK OR JEOPARDIZE THE INTEGRITY OF THE WORK PRIOR TO PROCEEDING WITH RELATED WORK. C. STUCCO SYSTEM 1. WHERE EXISTING SHEATHING REQUIRES REPLACEMENT, REPLACE THE MATERIALS "IN-KIND" WITH SAME JOINT TREATMENTS. FASTEN NEW SHEATHING IN ACCORDANCE WITH THE CODE. 2. WEATHER-RESISTIVE BARRIER (WRB) SHALL BE TWO-PLY JUMBO TEX FASTENED WITH STAPLES IN ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS. PROPERLY INTEGRATE THE NEW WRB WITH EXISTING WRB AND SELF-ADHERED FLEXIBLE FLASHINGS. PROVIDE A WEATHER SHED LAP AT ALL CONDITIONS, UNLESS OTHERWISE DETAILED. 3. METAL LATH SHALL BE 2.5 LB. SELF-FURRING. INSTALL WITH 7 16" DIA. PAN HEAD SELF-TAPING SCREWS INTO THE UNDERLYING STEEL STUDS. SCREW SHANK SHALL BE 0.120" MIN, LENGTH TO ACHIEVE PENETRATION THRU FLANGE OF STEEL STUDS. IN SOME LOCATIONS THERE ARE MULTIPLE LAYERS OF SHEATHING. INSTALL LATCH IN ACCORDANCE WITH THE CODE AND PER THESE DETAILS. 4. STUCCO SYSTEM SHALL BE 0.875" THICK, 3 COAT SYSTEM TO MATCH EXISTING. PROVIDE A WEEP MECHANISM AT ALL HORIZONTAL CONDITIONS AND CASING BEADS WITH SEALANT POCKETS. FINISH COLOR, TEXTURE, AND PAINTING TO MATCH EXISTING, 5. SOFFIT CONDITIONS SHALL BE STO RFP WITH STO ESSENCE FINISH TO MATCH EXISTING. SLOPE TO DRAIN, TYP EA. BALCONY ARRABELLE AT VAIL SQUARE INTENT AND LIMITATIONS OF REPAIR DESIGN COVER COVER SHEET, INTENT AND LIMITATIONS OF DESIGN GENERAL NOTES AND SPECIFICATIONS A1.00 UPPER LEVEL GARAGE FLOOR PLAN A1.01 FIRST LEVEL FLOOR PLAN A1.02 SECOND LEVEL FLOOR PLAN A1.03 THIRD LEVEL FLOOR PLAN A1.04 FOURTH LEVEL FLOOR PLAN A1.05 FIFTH LEVEL FLOOR PLAN A1.06 SIXTH LEVEL FLOOR PLAN A1.07 SEVENTH LEVEL FLOOR PLAN P1.1 PARTIAL SECOND LEVEL FLOOR PLANS - Units 219, 229, 241, and 243 P1.2 PARTIAL THIRD & FOURTH LEVEL FLOOR PLANS - Units 329, 343, 344, and 429 P1.3 PARTIAL FIFTH & SIXTH LEVEL FLOOR PLANS - Units 543, 544, 617, and 643 P1.4 PARTIAL PLAZA LEVEL FLOOR PLANS - Zamboni Room, Porte Cochere, Plaza Areas P1.5 PARTIAL FLOOR PLANS - Units 282, 661, and Rooftop Pool Deck P1.6 PARTIAL FLOOR PLANS - Units 372, 755, and Rooftop Spa Landing D1.0 WATERPROOFING REPLACEMENT DETAILS D1.1 WATERPROOFING REPLACEMENT DETAILS D1.2 WATERPROOFING REPLACEMENT DETAILS D1.3 WATERPROOFING REPLACEMENT DETAILS D1.4 WATERPROOFING REPLACEMENT DETAILS D1.5 WATERPROOFING REPLACEMENT DETAILS SHEET INDEX ATTACHED REFERENCED ORIGINAL DRAWINGS: NORTHWEST TOWER (BUILDING C) BALCONIES A411 ELEVATION - FACADE 2 AND WALL SECTION - AREA CLOUDED A432 ELEVATION - SOUTH AND WALL SECTION - AREA CLOUDED A433 ELEVATION - FACADE 32 AND WALL SECTION - AREA CLOUDED A434 ELEVATION - FACADE 31 AND WALL SECTION - AREA CLOUDED A435 ELEVATION - FACADE 4 AND WALL SECTION - AREA CLOUDED A436 ELEVATION - FACADE 33 AND WALL SECTION - AREA CLOUDED A532 TYPICAL DEEP TERRACE DETAILS A532B TYPICAL BALCONY DETAILS A544E STONE FASCIA BALCONY DETAILS A549F STONE FASCIA BALCONY DETAILS A573J STONE FASCIA BALCONY DETAILS A573K STONE BALUSTER TERRACE DETAILS A573L WOOD FASCIA BALCONY DETAILS ZAMBONI ROOM A131 ZAMBONI ROOM FLOOR PLAN A439 ELEVATION - ZAMBONI ROOM FACADE 3 A439B SECTIONS - ZAMBONI ROOM A543B DETAILS - ZAMBONI ROOM PLAZA AREA A448 ELEVATION - FACADE 28 - PLAZA AREA REPAIR CLOUDED A568B FACADE 28 DETAILS A429 ELEVATION - FACADE 14 - PLAZA AREA REPAIR CLOUDED A491 ENLARGED PLAN AND SECTIONS - PLAZA AREA REPAIR CLOUDED REMAINING BALCONY AND TERRACE A401 ELEVATION - FACADE 17 - UNIT 282 BALCONY CLOUDED A410 ELEVATION - FACADE 10 - UNITS 216 & 218 BALCONY CLOUDED A550E BALCONY DETAILS - UNITS 216 & 218 A423 ELEVATION - FACADE 21 - UNIT 372 BALCONY CLOUDED A440 ELEVATION - FACADE 24 - UNITS 661 & 755 BALCONY CLOUDED A199 BALCONY PLAN - UNIT 755 BALCONY CLOUDED A564D BALCONY DETAILS - UNIT 661 NORTHWEST TOWER (BUILDING C) ELECTRICAL E112.C POWER PLAN, LEVEL 2, AREA C - AREA CLOUDED E113.C POWER PLAN, LEVEL 3, AREA C - AREA CLOUDED E114.C POWER PLAN, LEVEL 4, AREA C - AREA CLOUDED E115.C POWER PLAN, LEVEL 5, AREA C - AREA CLOUDED E116.B POWER PLAN, LEVEL 6, AREA B - AREA CLOUDED E116.C POWER PLAN, LEVEL 6, AREA C - AREA CLOUDED REMAINING BALCONY AND TERRACE ELECTRICAL E112.A POWER PLAN LEVEL 2, AREA A - AREA CLOUDED E113.D POWER PLAN LEVEL 3, AREA D - AREA CLOUDED E116.D POWER PLAN LEVEL 6, AREA D - AREA CLOUDED E117.D POWER PLAN LEVEL 7, AREA D - AREA CLOUDED GENERAL NOTES CONTINUED Notes: 1. Backgrounds provided for reference only. Actual conditions may vary and shall be field verified by the contractor prior to bidding and constructing the work. 2. Dimensions and locations provided are approximate and shall be field verified by the contractor. A SHEET COVER TYPICAL BALCONY WATERPROOFING AND DRAINAGE ASSEMBLY SCALE: NONE NEW 3" TO 3 1 2" THICK CAST-IN-PLACE CONCRETE TOPPING SLAB - SLOPED TO DRAIN (THICKNESS VARIES) NEW ELECTRIC SNOW-MELT SYSTEM - REPLACE IN-KIND NEW WELDED-WIRE FABRIC AND #3 REBAR TO SUPPORT SNOW-MELT SYSTEM AT MID-DEPTH OF TOPPING SLAB NEW DRAINAGE MAT NEW 1 8" ASPHALTIC HARDBOARD PROTECTION BOARD NEW BONDED CAP SHEET NEW 215 MIL, HOT, LIQUID-APPLIED, REINFORCED RUBBERIZED-ASPHALT WATERPROOFING MEMBRANE EXISTING CONCRETE STRUCTURAL SLAB WITH CLEANED, AND PREPARED SURFACE 675 LIONSHEAD PLACE, VAIL, COLORADO 2016 WATERPROOFING REPAIRS D1.1 F opp hd D1.0 E Balustrade 2/22/16 For Permit 1 04/08/16