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HomeMy WebLinkAboutS-100.pdf#4@12" OC VERT #4@12" OC HORIZ #5@12" OC #5 AT BEND 1'-0" 3'-0" MIN 2'-0" MAX TYP 2" CLR 8" #4x @12" OC A706 DOWELS, FIELD BEND INTO RAMP SLAB, TYP 3'-0" 3'-0" #4@12" OC MAX EACH WAY IN SLAB TYP 3" CLR #4 DOWELS @12" OC MAX IN SIMPSON SET-XP W/ 8" EMBEDMENT, CTR IN SLAB #4 DOWELS @12" OC MAX IN SIMPSON SET-XP W/ 8" EMBEDMENT, AT WALL BEYOND #4@12"OC VERT, AT WALL BEYOND PROVIDE CORNER BARS TO MATCH SIZE AND SPACING OF TYP WALL REINFORCEMENT 2" CLR @ BOT 3" CLR OR CONT BAR LTS = 2'-8" , TYP 2" S-100 3 TYP A.5 4 6 1 S-100 1 S-101 6" 8" 6" 6" 6" 3'-6" 6" 6" 2 S-100 SEE ARCH FOR SLAB ELEVATIONS 5 1/2" MIN 5" EMBED 1" 3 1/2" 1" PL3/8x3x5 1/2" A36, HDG, W/ (2) 5/8"Ø TITEN HD SCREW ANCHORS, MECHANICALLY GALVANIZED, CTR ON PL 2" MIN SEE ARCH FOR HANDRAIL MAX SPACING = 4'-0" #4 DOWELS @1'-0" OC MAX IN SIMPSON SET-XP W/ 8" EMBEDMENT, TYP S-100 3 TYP 3" CLR 3" CLR T/CONC = SEE ARCH T/CONC = SEE ARCH #4@12" OC VERT, TYP #4@12" OC HORIZ, TYP #5@12" OC #4x @12" OC A706 DOWELS, FIELD BEND INTO RAMP SLAB, TYP 3'-0" 3'-0" 6" 6" 3'-6" 6" 6" 5'-6" #4@12" OC MAX 3" CLR 2" CLR 2" CLR, TYP 2" CLR COORDINATE DOWEL LOCATION WITH RAMP SLOPE 8" 8" 2 S-101 N This document is the property of Heery International, Inc. and Heery International Inc. retains all rights therein, including copyrights. It may only be used in a manner consistent with Heery International Inc.'s rights while Heery International, Inc. is providing services for the specific project identified or referred to herein or extensions thereto. It may not be used for any other purpose except with the express written agreement of, and compensation to, Heery International Inc. Copyright © 2013 by Heery International, Inc. all rights reserved. WHEN PLOTTED AT FULL SIZE THIS SHEET MEASURES 30"x42" drawn by checked by sheet number key plan sheet title item date date issued for seal/signature consultants/construction managers owner's project number project number Heery International 555 17th Street, Suite 500 Denver, CO 80202 720.946.0276 8/14/2015 8:10:11 AM S-100 Checker Author ACCESSIBLE RAMP AUGUST 14, 2015 CONSTRUCTION DOCUMENTS VAIL VALLEY MEDICAL CENTER MEDICAL PROFESSIONAL BUILDING - RAMP AND SITE ELEMENTS 108 SOUTH FRONTAGE ROAD VAIL, CO 81657 Project Number 1" = 1'-0" 1 RETAINING WALL AT UPPER LANDING 1. FOUNDATION REQUIREMENTS: 1A. CONTRACTOR TO BACKFILL AND COMPACT SOIL ON EACH SIDE OF THE WALL EVENLY UP TO FINISHED GRADE AT LOW SIDE 1B. EXISTING UTILITIES MAY BE PRESENT. CONTRACTOR TO LOCATE PRIOR TO EXCAVATION, AND PROTECT DURING CONSTRUCTION SUCH THAT UTILITIES REMAIN OPERATIONAL 1C. VERIFY SOIL BEARING CAPACITY OF 3000 PSF, SOIL UNIT WEIGHT OF 115 PCF, COEFFICIENT OF FRICTION 0.4 AT BASE, AT REST PRESSURE 50 PSF, AND PASSIVE PRESSURE 325 PSF. 2. STRUCTURAL CONCRETE REQUIREMENTS: 2A. ALL WORK SHALL CONFORM WITH ACI 301, LATEST EDITION, UNLESS NOTED OTHERWISE IN DRAWINGS OR PROJECT SPECIFICATIONS. 2B. DETAIL BARS IN ACCORDANCE WITH THE LATEST EDITIONS OF PUBLICATION SP-66: “ACI DETAILING MANUAL” WITH ADDED REQUIREMENTS OF THE PROJECT SPECIFICATION AND ACI 318: “BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE.” 2C. CONCRETE SHALL BE 5000 PSI, 6%±1 1/2% ENTRAINED AIR, 0.40 (MAX) W/C RATIO, AND MAX AGGREGATE SIZE = 3/4". REBAR SHALL BE A615 GRADE 60. WALL SHALL HAVE A SMOOTH FORMED FINISH, SEE ARCHITECTURAL REQUIREMENTS 3. PLACING REINFORCEMENT: 3A. REINFORCEMENTPROTECTION: - SEE DETAILS FOR CONCRETE COVER - SEE ACI 318-05 7.5 ACI 318-08 7.5 ACI 318-11 7.5 FOR REINFORCEMENT PLACING TOLERANCES AND ACI 117 FOR ADDITIONAL REQUIREMENTS 3B. PROVIDE ACCESSORIES NECESSARY TO PROPERLY SUPPORT REINFORCING AT POSITIONS SHOWN ON PLANS. ALL REINFORCING, DOWELS, BOLTS, AND EMBEDDED PLATES SHALL BE SET AND TIED IN PLACE BEFORE THE CONCRETE IS POURED. “STABBING” INTO PREVIOUSLY PLACED CONCRETE IS NOT PERMITTED. 4. USE OF DRAWINGS: 4A. DO NOT SCALE DRAWINGS. 4B. WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, AND GENERAL NOTES, THE MORE STRINGENT REQUIREMENTS SHALL GOVERN. DETAILS ON DRAWINGS TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. DETAILS NOTED TYPICAL APPLY TO ALL SIMILAR CONDITIONS. WHERE NO SPECIFIC DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ELSEWHERE ON THE PROJECT. 5. EXISTING STRUCTURES: 5A. CONTRACT DOCUMENTS HAVE BEEN PREPARED USING AVAILABLE DRAWINGS AND SITE OBSERVATION AS PERMITTED BY ACCESS RESTRICTIONS DURING DESIGN. 5B. DURING CONSTRUCTION, THE CONTRACTOR MAY ENCOUNTER EXISTING CONDITIONS WHICH ARE NOT NOW KNOWN OR ARE AT VARIANCE WITH PROJECT DOCUMENTATION. CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ALL CONDITIONS NOT PER THE CONTRACT DOCUMENTS. EXAMPLES INCLUDE: - SIZES OR DIMENSIONS OTHER THAN THOSE SHOWN - DAMAGE OR DETERIORATION TO MATERIALS AND COMPONENTS - CONDITIONS OF INSTABILITY OR LACK OF SUPPORT - ITEMS NOTED AS EXISTING ON THE DRAWINGS BUT NOT FOUND IN THE FIELD 5C. PREPARE DIMENSIONAL DRAWINGS OF ALL DISCOVERED ITEMS. 5D. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING STRUCTURAL CONDITIONS PRIOR TO SUBMITTING SHOP DRAWINGS. 5E. CONTRACTOR SHALL MAKE ALLOWANCE FOR THE RESOLUTION OF SUCH DISCOVERIES IN THE CONSTRUCTION SCHEDULE. 5F. SUBMIT A DIMENSIONED DRAWING OF ALL NEW OPENINGS THROUGH EXISTING STRUCTURE AND SECURE APPROVAL PRIOR TO CUTTING. DRAWING SHALL SHOW VERTICAL & HORIZONTAL LOCATION AND SIZE OF PROPOSED OPENING. 6. OSHA STANDARDS: 6A. THE STRUCTURE IS DESIGNED TO FUNCTION AS A UNIT UPON COMPLETION. NOTHING SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE CONSTRUED AS ELIMINATING THE NEED FOR THE CONTRACTOR TO COMPLY WITH ALL OSHA REQUIREMENTS. 6E. WHERE THE STRUCTURAL DRAWINGS APPEAR TO CONFLICT WITH OSHA REQUIREMENTS, THE STRUCTURAL DRAWINGS REPRESENT FINAL CONDITIONS ONLY. THE CONTRACTOR SHALL ADD ALL ERECTION FRAMING NECESSARY TO COMPLY WITH OSHA. 1/4" = 1'-0" 4 ENLARGED PLAN GENERAL NOTES 3" = 1'-0" 3 HANDRAIL BASE PLATE 1" = 1'-0" 2 RAMP SECTION NOT FOR CONSTRUCTION FOR COORDINATION PURPOSES ONLY 08/14/2015 09/16/15 TYP LTS = 2'-8" DIST, TYP 6" MIN EDGE #4 DOWELS @1'-0" OC MAX IN SIMPSON SET-XP W/ 8" EMBEDMENT, TYP CENTER DOWELS IN PARALLEL EXISTING WALL CONCRETE WALL INFILL AT EXITING PLANTER WALL, TOP OF WALL TO MATCH EXISTING PER ARCH #4 @12" OC MAX EACH WAY TYP LTS = 2'-8" DIST, TYP 6" MIN EDGE CENTER DOWELS IN PARALLEL EXISTING WALL CONCRETE WALL INFILL AT EXITING PLANTER WALL, TOP OF WALL TO MATCH EXISTING PER ARCH #4@12" OC VERT, TYP #4@12" OC HORIZ, TYP (2)#5xCONT @ STRIP FOOTING 1'-0" 3'-0" MIN PROVIDE CORNER BARS TO MATCH SIZE AND SPACING OF HORIZ REINFORCEMENT 2" CLR ALTERNATE BEND DIRECTION 6" 6" 6" 3" CLR ITEM FREQUENCY STANDARD SUBGRADE CRITERIA - EXCAVATION P VERIFY EXCAVATIONS ARE EXTENDED TO THE PROPER DEPTH AND HAVE REACHED THE PROPER BEARING MATERIAL -- SOILS SPECIAL INSPECTIONS - BEARING MATERIAL P VERIFY BEARING MATERIAL IS ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY -- CONTROLLED FILL - PLACEMENT C VERIFY USE OF PROPER MATERIALS, DENSITIES, COMPACTION, AND LIFT THICKNESSES -- - PRIOR TO PLACEMENT P VERIFY SUBGRADE HAS BEEN PROPERLY PREPARED -- SOILS SPECIAL INSPECTION NOTES: 1. SEE CIVIL DRAWINGS AND/OR SPECIFICATIONS FOR ADDITIONAL EARTHWORK AND UTILITY INSPECTION REQUIREMENTS. 2. SEE CIVIL DRAWINGS AND/OR SPECIFICATIONS FOR CLASSIFICATION AND TESTING REQUIREMENTS FOR COMPACTED FILL AND/OR CONTROLLED LOW-STRENGTH MATERIAL. TEST ANCHOR WITH CALIBRATED TORQUE WRENCH TO 100% OF THE INSTALLATION TORQUE NOTED IN ICC-ES REPORT. ATTAIN SPECIFIED TORQUE WITHIN 1/2 TURN OF THE NUT. ITEM FREQUENCY STANDARD EXPANSION ANCHORS, SLEEVE ANCHORS, SCREW ANCHORS CRITERIA POST-INSTALLED ANCHORS/REINFORCING STEEL TESTING - TORQUE TEST 100% -- ITEM FREQUENCY STANDARD EXPANSION ANCHORS, SLEEVE ANCHORS, SCREW ANCHORS CRITERIA - PRIOR TO INSTALLATION OF ANCHOR EACH ANCHOR VERIFY TYPE, DIAMETER, LENGTH, FINISH, AND BASE MATERIAL. VERIFY SOLID GROUTED AREA AROUND ANCHORS IN GROUTED MASONRY. VERIFY MAXIMUM IMPACT WRENCH TORQUE RATING FOR SCREW ANCHORS. ICC-ES REPORT POST-INSTALLED ANCHORS/REINFORCING STEEL SPECIAL INSPECTIONS - DURING INSTALLATION OF ANCHOR C CONTINUOUS INSPECTION REQUIRED REGARDLESS IF PERIODIC INSPECTION IS PERMITTED BY ICC-ES REPORT. VERIFY HOLE DIMENSIONS, HOLE CLEANING, ANCHOR EMBEDMENT, EDGE DISTANCES AND SPACING. ICC-ES REPORT - AFTER INSTALLATION OF ATTACHED ASSEMBLY 100% VISUAL VERIFY NUMBER, EDGE DISTANCES, AND ANCHOR FLUSH WITH AND PERPENDICULAR TO THE RECEIVING SURFACE. -- - PRIOR TO START OF WORK --REVIEW CONTRACTOR'S INSTALLATION PROCEDURE. ICC-ES REPORT ITEM FREQUENCY STANDARD CRITERIA - AIR CONTENT EACH COMPOSITE SAMPLE --ASTM C231 PRESSURE METHOD (NWC) OR ASTM C173 VOLUMETRIC METHOD (LWC) STRUCTURAL CONCRETE TESTING - COMPOSITE SAMPLE OBTAIN AT POINT OF PLACEMENT. ADJUST FREQUENCY AS REQUIRED TO PROVIDE MINIMUM 5 TOTAL TESTS PER MIX BUT NOT MORE THAN ONE SAMPLE PER TRUCK LOAD. ASTM C172 - SLUMP/SLUMP FLOW EACH COMPOSITE SAMPLE SPECIFIED SLUMP SHALL BE AS SUBMITTED IN THE MIX DESIGN ± 1 1/2". PERFORM ADDITIONAL TESTS WHEN CONCRETE CONSISTENCY APPEARS TO CHANGE. ASTM C143 (SLUMP) OR ASTM C1611 (SLUMP FLOW) 1. f'c < 5000 PSI 100 CY/MIX/DAY - TEMPERATURE EACH COMPOSITE SAMPLE AND 60 MINUTE INTERVALS REQUIRED WHEN AIR TEMPERATURE IS 40 °F AND BELOW OR 80°F AND ABOVE. ASTM C1064 - COLD WEATHER CURING --RECORD MAXIMUM AND MINIMUM CONCRETE TEMPERATURE DURING CURING PERIOD, WHEN DAILY AVERAGE AIR TEMPERATURE OF 40 °F OR BELOW IS EXPECTED FOR 3 SUCCESSIVE DAYS DURING CURING PERIOD. ASTM C1074 - COMPRESSIVE STRENGTH EACH COMPOSITE SAMPLE TEST ONE CYLINDER SPECIMEN AT 7 DAYS AND TWO CYLINDER SPECIMENS AT 28 DAYS. IF DESIGN STRENGTH IS NOT ACHIEVED AT 28 DAYS, TEST REMAINING CYLINDER AT 56 DAYS. ACCEPTANCE CRITERIA PER ACI 318. ASTM C31 (6x12 SPECIMENS) AND ASTM C39 STRUCTURAL CONCRETE TESTING NOTES: 1. NONDESTRUCTIVE TESTING MAY BE PERMITTED BY THE ARCHITECT, BUT WILL NOT BE USED AS SOLE BASIS FOR APPROVAL OR REJECTION OF DEFICIENT CONCRETE. 2. REPORTS OF COMPRESSIVE STRENGTH TESTS SHALL CONTAIN THE FOLLOWING INFORMATION: DATE OF CONCRETE PLACEMENT, LOCATION OF CONCRETE BATCH IN WORK, DESIGN 28-DAY COMPRESSIVE STRENGTH, CONCRETE SUPPLIER AND MIXTURE ID NUMBER, TIME OF BATCH AND PLACEMENT, AMBIENT AIR TEMPERATURE, SITE ADDED WATER AND ADMIXTURES, UNIT WEIGHT, AND AS REQUIRED BY ASTM C39. ITEM FREQUENCY STANDARD REINFORCING STEEL CRITERIA - DURING PLACEMENT P VERIFY GRADE, FINISH, SIZE, BAR QUANTITY, LOCATION, SPACING, COVER, HOOK LENGTHS, SPLICE LENGTH, SPLICE LOCATIONS, BEND DIAMETERS, COATING, SURFACE CONDITION, AND SUPPORT. ACI 318 3.5,7.1-7.7 - FIELD BENDING P --ACI 301 3.3.2.8 CONCRETE - MIX DESIGN EACH TRUCK VERIFY USE OF APPROVED DESIGN MIXTURE FOR EACH TRUCK LOAD -- - PLACEMENT OF CONCRETE C ACI 318 5.9-5.10 - CURING P ACI 318 5.11-5.13 - SHORE/FORM REMOVAL P FOR BEAMS AND STRUCTURAL SLABS ACI 318 6.2 STRUCTURAL CONCRETE SPECIAL INSPECTIONS - FORMWORK PRIOR TO PLACEMENT OF CONCRETE P INSPECT FIRST POUR OF EACH TYPE (GRADE BEAM, STRUCTURAL SLAB, STEM WALL, ETC.) ACI 318 6.1.1 - PRIOR TO PLACEMENT OF CONCRETE 100% -- -- STATEMENT OF STRUCTURAL SPECIAL INSPECTIONS AND TESTING QUALITY ASSURANCE GENERAL NOTES 1. GENERAL: 1A. SCOPE OF WORK - THE OWNER WILL ENGAGE A QUALIFIED INSPECTION AND TESTING AGENCY(S) TO PERFORM SPECIAL INSPECTIONS AND TESTING FOR ALL STRUCTURAL MEMBERS AND ASSEMBLIES AS NOTED HEREIN. - SPECIAL INSPECTIONS ARE IN ADDITION TO INSPECTIONS BY THE AUTHORITY HAVING JURISDICTION REQUIRED BY IBC 2009 SECTION 110. - SPECIAL INSPECTIONS AND TESTING ARE APPLICABLE TO ALL REVISIONS AND/OR FUTURE WORK ADDED BY AMENDMENTS TO THESE DOCUMENTS. 1B. DEFINITIONS - SPECIAL INSPECTOR: THE AGENCY ENGAGED BY THE OWNER AND APPROVED BY THE AUTHORITY HAVING JURISDICTION TO ACT AS THE DESIGNATED REPRESENTATIVE TO PERFORM INSPECTIONS. - SPECIAL INSPECTION: INSPECTION PERFORMED BY THE SPECIAL INSPECTOR ACCORDING TO IBC 2009 SECTION 1704 TO ENSURE COMPLIANCE WITH APPROVED CONSTRUCTION DOCUMENTS AND REFERENCED STANDARDS. - (P) PERIODIC INSPECTION: THE PART-TIME OR INTERMITTENT OBSERVATION BY THE SPECIAL INSPECTOR OF WORK BEING PERFORMED. SPECIAL INSPECTOR SHALL BE PRESENT IN THE AREA WHERE THE WORK IS BEING PERFORMED. OBSERVATION OF ALL WORK (100% VISUAL) SHALL BE MADE AT THE COMPLETION OF THE WORK. - (C) CONTINUOUS INSPECTION: THE FULL-TIME OBSERVATION BY THE SPECIAL INSPECTOR OF WORK BEING PERFORMED. SPECIAL INSPECTOR SHALL BE PRESENT IN THE AREA WHERE THE WORK IS BEING PERFORMED. OBSERVATION OF ALL WORK (100% VISUAL) SHALL BE MADE AT THE COMPLETION OF THE WORK. 1C. DEFICIENCIES IN WORK - CORRECT DEFICIENCIES IN WORK THAT TESTS AND INSPECTIONS INDICATE DO NOT COMPLY WITH THE CONTRACT DOCUMENTS AND REFERENCED STANDARDS. - ALL COST OF ADDITIONAL TESTING AND/OR INSPECTIONS FOR CORRECTIVE WORK SHALL BE BORNE BY THE CONTRACTOR. 2. SHOP FABRICATIONS: 2A. GENERAL - PERFORM INSPECTIONS AND TESTING FOR ALL SHOP FABRICATED STRUCTURAL MEMBERS AND ASSEMBLIES AS NOTED HEREIN. SPECIAL INSPECTOR SHALL PERFORM SPECIAL INSPECTIONS AND TESTING UNLESS THE FABRICATOR IS REGISTERED AND APPROVED BY THE AUTHORITY HAVING JURISDICTION TO PERFORM SUCH WORK WITHOUT SPECIAL INSPECTION OR FABRICATION HAS A CURRENT ICC-ES EVALUATION REPORT. - SPECIAL INSPECTOR SHALL VERIFY THE FABRICATOR MAINTAINS AND FOLLOWS DETAILED SHOP FABRICATION AND QUALITY CONTROL PROCEDURES, UNLESS FABRICATOR IS REGISTERED AND APPROVED. - AT THE COMPLETION OF FABRICATION, THE APPROVED FABRICATOR SHALL SUBMIT A CERTIFICATE OF COMPLIANCE TO THE AUTHORITY HAVING JURISDICTION ACCORDING TO IBC 2009 SECTION 1704.2.2. - APPROVED FABRICATORS MAY PERFORM TESTING NOTED HEREIN EXCEPT THAT NONDESTRUCTIVE TESTING (NDT) SHALL ONLY BE PERFORMED BY PERSONNEL WITH QUALIFICATIONS THAT MEET OR EXCEED THE CRITERIA OF AWS D1.1 SUBCLAUSE 6.14.6 AND AMERICAN SOCIETY FOR NONDESTRUCTIVE TESTING (ASNT) SNT-TC-1A OR ASNT CP-189. 2B. SHOP FABRICATIONS INCLUDED - SHOP FABRICATED STRUCTURAL STEEL INCLUDING STAIRS AND RAILING ELEMENTS N This document is the property of Heery International, Inc. and Heery International Inc. retains all rights therein, including copyrights. It may only be used in a manner consistent with Heery International Inc.'s rights while Heery International, Inc. is providing services for the specific project identified or referred to herein or extensions thereto. It may not be used for any other purpose except with the express written agreement of, and compensation to, Heery International Inc. Copyright © 2013 by Heery International, Inc. all rights reserved. WHEN PLOTTED AT FULL SIZE THIS SHEET MEASURES 30"x42" drawn by checked by sheet number key plan sheet title item date date issued for seal/signature consultants/construction managers owner's project number project number Heery International 555 17th Street, Suite 500 Denver, CO 80202 720.946.0276 8/14/2015 8:10:12 AM S-101 Checker Author DETAILS AUGUST 14, 2015 CONSTRUCTION DOCUMENTS VAIL VALLEY MEDICAL CENTER MEDICAL PROFESSIONAL BUILDING - RAMP AND SITE ELEMENTS 108 SOUTH FRONTAGE ROAD VAIL, CO 81657 Project Number 1" = 1'-0" 1 INFILL WALL AT PLANTER 1" = 1'-0" 2 INFILL WALL AT WEST PLANTER NOT FOR CONSTRUCTION FOR COORDINATION PURPOSES ONLY 08/14/2015 09/16/15