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Home My WebLink About4110S302.pdfSTEEL CONSTRUCTION: CONCRETE: SOILS: SPECIAL INSPECTION FREQ.REFERENCED STANDARD 1.INSPECTION OF REINFORCING STEEL AND PLACEMENT. 2.INSPECTION OF REINFORCING STEEL WELDING: a.VERIFICATION OF WELDABILITY OF REINFORCING STEEL OTHER THAN ASTM A 706. b.SHEAR REINFORCEMENT. c.OTHER REINFORCING STEEL. 3.INSPECTION OF ANCHORS CAST IN CONCRETE WHERE ALLOWABLE LOADS HAVE BEEN INCREASED OR WHERE STRENGTH DESIGN IS USED. 5.VERIFYING USE OF REQUIRED DESIGN MIX 6.AT THE TIME FRESH CONCRETE IS SAMPLED TO FABRICATE SPECIMENS FOR STRENGTH TESTS. PERFORM SLUMP AND AIR CONTENT TESTS, AND DETERMINE THE TEMPERATURE OF THE CONCRETE. 7.INSPECTION OF CONCRETE AND SHOTCRETE PLACEMENT FOR PROPER APPLICATION TECHNIQUES. ACI 318: 5.9, 5.10 IBC 1910.6, 1910.7, 1910.8 ASTM C 172; ASTM C 31; ACI 318: 5.6, 5.8 IBC 1910.10 CONTINUOUS CONTINUOUS PERIODIC PERIODIC PERIODIC CONTINUOUS PERIODIC ACI 318: 3.5, 7.1-7.7 IBC 1910.4 AWS D1.4 ACI 318: SECTION 3.5.2 ACI 318: 8.1.3, 21.1.8 IBC 1908.5, 1909.1 ACI 318: Ch. 4, 5.2-5.4 IBC 1904.2, 1910.2, 1910.3 CONTINUOUS IBC 1705.6 GEOTECHNICAL REPORT 4.VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT THICKNESSES DURING PLACEMENT AND COMPACTION OF COMPACTED FILL. 1.VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY. 5.PRIOR TO PLACEMENT OF COMPACTED FILL, OBSERVE SUBGRADE AND VERIFY THAT SITE HAS BEEN PREPARED PROPERLY. 2.VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED PROPER MATERIAL. 3.PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL MATERIALS. PERIODIC PERIODIC 9.INSPECT FORMWORK FOR SHAPE, LOCATION, AND DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED. PERIODIC PERIODIC 8.INSPECTION FOR MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND TECHNIQUES. ACI 318: 6.1.1 ACI 318: 5.11-5.13 IBC 1910.9 4.INSPECTION OF ANCHORS POST-INSTALLED IN HARDENED CONCRETE MEMBERS.PERIODIC ACI 318: 3.8.6, 8.1.3, 21.2.8 IBC 1909.1 SPECIAL INSPECTION FREQ.REFERENCED STANDARD MASONRY CONSTRUCTION (LEVEL B): INSPECTION OF FABRICATOR(S): a.UPON COMPLETION OF FABRICATION, THE APPROVED FABRICATOR SHALL SUBMIT A CERTIFICATE OF COMPLIANCE TO THE BUILDING OFFICIAL STATING THAT THE WORK WAS PERFORMED IN ACCORDANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS. 3.WHEN SPECIAL INSPECTIONS ARE NOT REQUIRED BY THE BUILDING OFFICIAL: a.FABRICATION AND IMPLEMENTATION PROCEDURES: THE SPECIAL INSPECTOR SHALL VERIFY THAT THE FABRICATOR MAINTAINS DETAILED FABRICATION AND QUALITY CONTROL PROCEDURES THE PROVIDE A BASIS FOR INSPECTION, CONTROL OF THE WORKMANSHIP, AND THE FABRICATOR'S ABILITY TO CONFORM TO APPROVED CONSTRUCTION DOCUMENTS AND REFERENCED STANDARDS. THE SPECIAL INSPECTOR SHALL REVIEW THE PROCEDURES FOR COMPLETENESS AND ADEQUACY RELATIVE TO THE CODE REQUIREMENTS FOR THE FABRICATOR'S SCOPE OF WORK. 2.WHEN SPECIAL INSPECTIONS ARE REQUIRED BY BUILDING OFFICIAL: a.STRUCTURAL STEEL b.WOOD TRUSSES 1.APPLICABLE ELEMENT (FABRICATOR CERTIFICATION REQUIREMENTS): PERIODIC7.OBSERVE PREPARATION OF GROUT SPECIMENS, MORTAR SPECIMENS, AND/OR PRISMS. PERIODIC PERIODIC PERIODIC 4.AS MASONRY CONSTRUCTION BEGINS, VERIFY THAT THE FOLLOWING ARE IN COMPLIANCE: a.PROPORTIONS OF SITE-PREPARED MORTAR. b.CONSTRUCTION OF MORTAR JOINTS. 5.PRIOR TO GROUTING, VERIFY THAT THE FOLLOWING ARE IN COMPLIANCE: e.CONSTRUCTION OF MORTAR JOINTS. TMS 602/ACI 530.1/ASCE 6 ART. 2.1, 2.4B, 2.4H, 2.6A ART. 3.3B, 3.4, 3.6A, 3.6B c.LOCATION OF REINFORCEMENT AND CONNECTORS. TMS 602/ACI 530.1/ASCE 6 ART. 3.3B TMS 602/ACI 530.1/ASCE 6 ART. 1.4B.2.a.3, 1.4B.2.b.3, 1.4B.2.c.3 1.4B.3, 1.4B.4 IBC 1704.2.5 (SEE "INSPECTION OF FABRICATORS" BELOW) WOOD CONSTRUCTION: 1.INSPECTION OF FABRICATION PROCESS OF PRE-FABRICATED WOOD STRUCURAL ELEMENTS AND ASSEMBLIES. UPLIFT PRESSURES PER JOIST MANUFACTURER REQUIREMENTS. UPLIFT BRIDGING SHALL BE PROVIDED FOR THE INDICATED NET SCALE: NO SCALE DIAGRAM NOTES: ROOF UPLIFT DIAGRAM 1. NET UPLIFT PRESSURE = 10 PSF. NET UPLIFT PRESSURE = 16 PSF.3. 2. 8 FT TYPICAL NOTE 3 NOTE 3 NOTE 3 NOTE 3 7.8 FT 8.5 FT TYPICAL DRIFT 3 DRIFT 3 SCALE: NO SCALE DRIFT LOAD 1 DRIFT LOAD 2 20 PSF DRIFT LOAD 3 56 PSF 56 PSF 55 PSF FLAT ROOF SNOW LOAD 8.7 FT 8.7 FT 8.5 FT VARIES VARIES LOAD PARAPET HEIGHTWIDTH 8.5 FT TYPICAL DRIFT 1 8. 7 F T (SEE ARCH. DWGS.) ELEV. T/ WALL (SEE ARCH. DWGS.) ELEV. T/ CANOPY 20 PSF CANOPY SNOW DRIFT DIAGRAM NOTES: 1. FLAT ROOF SNOW LOAD = 20 PSF c.WOOD FRAMED WALL PANELS SEE ARCH. DWGS. 1. DRIFT LOADS INDICATED ABOVE INCLUDE FLAT ROOF SNOW LOAD. DIAGRAM NOTES: ROOF SNOW DRIFT DIAGRAM 1.DRIFT LOADS INDICATED BELOW INCLUDE FLAT ROOF SNOW LOAD. 40 PSF NOTE 2 DRIFT 1 8 . 7 F T DRIFT 2 UNIT CURB SUPPORT DETAIL SCALE: NO SCALE COORDINATE APPROPRIATE HANGER TYPE WITH TRUSS PROVIDER. 3. USE THIS DETAIL FOR ALL ROOF PENETRATIONS NOT SPECIFICALLY DETAILED ON STRUCTURAL PLANS. NOTES: 2. 1. FASTEN 2x8 FRAMING TO ROOF TRUSSES WITH JOIST HANGERS. FOR ATTACHEMENT OF CURB SUPPORT AND ROOF PENETRATION FRAMING MEMBERS. TRUSS PROVIDER TO PROVIDE BLOCKING AND/OR TRUSS REINFORCING AS REQUIRED TYPICAL ROOF PENETRATION/MECHANICAL RO O F T R U S S RO O F T R U S S 2x8 2x8 6' - 0 " MA X I M U M 4'-0" TYPICAL MECHANICAL UNITS AND ROOF PENETRATIONS WITH ARCHITECTURAL DRAWINGS AND MECHANICAL TRADE (SEE PLAN) OPEN WEB WOOD TRUSS WITH 1-1/2"x3" NOTCH BY G.C. 2x4 LOAD TRANSFER BLOCK INSTALL DIRECTLY OVER BOTTOM CHORD PIN CONCENTRATED LOAD A A-A COORDINATE LOCATIONS OF ALL (REFER TO TRUSS SHOP DWGS. FOR ADDITIONAL INFORMATION) A FLAT ROOF SNOW LOAD 3/8" DIA. THREADED ROD DOUBLE NUT WITH WASHER AT BOTTOM VARIES C RODL AND NUT AT TOP C TRUSSL TYPICAL HOOD CONNECTION DETAIL 3/4" = 1'-0" NOTE: MECHANICAL TRADE. COORDINATE EXACT SIZE AND LOCATION OF ALL HOODS WITH HOOD BY MECH. CONTRACTOR C RODL 4'-0" MAX. TYPICAL MOUNTING BRACKET AND HANGER BY MECH. CONTRACTOR 1-5/8" STRUT SYSTEM FASTEN STRUT SYSTEM TO EACH TRUSS W/ 1/2" DIA. U-BOLTS DECOR HANGER C TRUSSL 1-5/8" STRUT SYSTEM FASTEN STRUT SYSTEM TO EACH TRUSS W/ 1/2" DIA. U-BOLTS ROOF SHEATHING OPEN WEB WOOD ROOF TRUSSES (TYP.) TYPICAL DECOR CONNECTION DETAIL SCALE: 3/4" = 1'-0" NOTE: ARCHITECTURAL DRAWINGS. COORDINATE EXACT SIZE AND LOCATION OF ALL DECOR WITH C TRUSSL DECOR BY DECOR MNFR. 8 . 7 F T 41 1 0 S 3 0 2 . d w g MA R C H 2 , 2 0 1 5 4110 ISSUED FOR 50 % ISSUED FOR REDLINE REVIEW RECORD DRAWINGS ISSUED FOR PERMIT KICK OFF MEETING FINAL APPROVED PLAN ISSUED FOR BID GETGO, LLC. -- KAB 3550 THE BRIDGES CARMEL, INDIANA 03/03/15 02/25/15 03/03/15 -- 01/23/15 -- 03/03/15 TFB S302 PERIODIC PERIODIC PERIODIC 3.VERIFY COMPLIANCE WITH THE APPROVED SUBMITTALS.TMS 602/ACI 530.1/ASCE 6 ART. 1.5PERIODIC 2.VERIFICATION OF f'm AND f'aac PRIOR TO CONSTRUCTION, EXCEPT WHERE SPECIFICALLY EXEMPTED BY THE MASONRY CODE.PERIODIC 1.VERIFICATION OF SLUMP FLOW AND VSI AS DELIVERED TO THE PROJECT SITE FOR SELF-CONSOLIDATING GROUT.CONTINUOUS TMS 602/ACI 530.1/ASCE 6 ART. 1.4B TMS 602/ACI 530.1/ASCE 6 ART. 1.5B.1.b.3 PERIODIC PERIODIC PERIODIC 6.VERIFY DURING CONSTRUCTION: a.SIZE AND LOCATIONS OF STRUCTURAL ELEMENTS. b.TYPE, SIZE, AND LOCATION OF ANCHORS, INCLUDING OTHER DETAILS OF ANCHORAGE OF MASONRY TO STRUCTURAL MEMBERS, FRAMES, OR OTHER CONSTRUCTION. c.WELDING OF REINFORCEMENT. d.PREPARATION, CONSTRUCTION AND PROTECTION OF MASONRY DURING COLD WEATHER (TEMPERATURE BELOW 40 DEGREES F) OR HOT WEATHER (TEMPERATURE ABOVE 90 DEGREES F). TMS 602/ACI 530.1/ASCE 6 ART. 3.3F TMS 602/ACI 530.1/ASCE 6 ART. 1.8C, 1.8D TMS 402/ACI 530/ASCE 5 SEC. 1.16.4.3, 1.17.1 TMS 402/ACI 530/ASCE 5 SEC. 2.1.8.7.2, 3.3.3.4(c), 8.3.3.4(b) CONTINUOUS PERIODIC PERIODIC a.GROUT SPACE. b.GRADE, TYPE, AND SIZE OF REINFORCEMENT AND ANCHOR BOLTS. TMS 602/ACI 530.1/ASCE 6 ART. 3.2D, 3.2F TMS 402/ACI 530/ASCE 5 SEC. 1.16 TMS 602/ACI 530.1/ASCE 6 ART. 2.4, 3.4 PERIODICc.PLACEMENT OF REINFORCEMENT AND CONNECTORS. TMS402/ACI 530/ASCE 5 SEC. 1.16 TMS 602/ACI 530.1/ASCE 6 ART. 3.2E, 3.4, 3.6A a.SNUG-TIGHT JOINTS.AISC 360: N5.2, N5.6 TABLES N5.6-1, N5.6-2, N5.6-3 6.INSPECTION OF WELDING: 4.INSPECTION OF HIGH-STRENGTH BOLTING: STEEL DECK: b.MANUFACTURER'S CERTIFIED TEST REPORTS. a.IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDS SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS. PERIODIC APPLICABLE ASTM MATERIAL STANDARDS 1.MATERIAL VERIFICATION OF COLD-FORMED STEEL DECK: PERIODIC 2.INSPECTION OF WELDING: a.COLD-FORMED STEEL DECK: PERIODIC AWS D1.3; IBC TABLE 1705.2.21)FLOOR AND ROOF DECK WELDS AWS D1.1 AISC 360: N5.2, N5.4 TABLES N5.4-1, N5.4-2, N5.4-3 a. COMPLETE AND PARTIAL PENETRATION GROOVE WELDS SINGLE-PASS FILLET WELDS < 5/16"PERIODIC b. 5.MATERIAL VERIFICATION OF WELD FILLER MATERIALS: a.MANUFACTURER CERTIFICATIONS AVAILABLE FOR WELDING CONSUMABLES. b.MATERIAL IDENTIFICATION (TYPE/GRADE) AND WELDING PROCEDURE SPECIFICATIONS AVAILABLE.CONTINUOUS CONTINUOUS AISC 360: A3.5, N5.2, N5.4 APPLICABLE AWS A5 DOCUMENTS PERIODIC 7.NONDESTRUCTIVE TESTING OF CJP GROOVE WELDS: a.RISK CATEGORY II: ULTRASONIC TESTING SHALL BE PERFORMED ON 10% OF CJP GROOVE WELDS IN BUTT, T- AND CORNER JOINTS SUBJECT TO TRANSVERSELY APPLIED TENSION LOADING, IN MATERIALS 5/16" THICK OR GREATER. 3.MATERIAL VERIFICATION OF HIGH-STRENGTH BOLTING MATERIALS: a.MANUFACTURER CERTIFICATIONS AVAILABLE FOR FASTENER MATERIALS. b.FASTENERS MARKED IN ACCORDANCE WITH ASTM REQUIREMENTS. CONTINUOUS AISC 360: A3.3, A3.4, N5.2, N5.6 APPLICABLE ASTM MATERIAL SPECIFICATIONSCONTINUOUS AWS D1.1 AISC 360: N5 a.SEE INSPECTION OF FABRICATOR(S). 1.FABRICATOR: a.DETAILS SUCH AS BRACING AND STIFFENING. 2.INSPECTION OF STEEL FRAME JOINT DETAILS FOR COMPLIANCE WITH APPROVED CONSTRUCTION DOCUMENTS: b.MEMBER LOCATIONS. a.APPLICATION OF JOINT DETAILS AT EACH CONNECTION.PERIODIC PERIODIC PERIODIC AISC 360: N5.2 CONTINUOUS PERIODIC 3/3/15 3/8" JOINT JOINT REINFORCEMENT (DISCONTINUE AT JOINT) TYP. MASONRY WALL CONTROL JOINT 20'-0" MAX. JOINT SPACING. SUBMIT CONTROL JOINT PLAN TO ARCHITECT FOR REVIEW. TYPICAL MASONRY VENEER CONTROL JOINT INTERMEDIATE SPACES WHERE SHOWN ON ARCHITECTURAL DRAWINGS. LOCATE MASONRY WALL CONTROL JOINTS AT EXTERIOR COLUMNS AND CMU VENEER SCALE: NO SCALE NOTE: TYPICAL MASONRY WALL REINFORCEMENT MASONRY WALL AT CORNER NOTE: SCALE: NO SCALE HORIZONTAL WALL REINFORCEMENT TO LAP #5 VERT. BAR AT CORNER (2) #5 VERT. BARS @ 16" O.C. (TYP. EA. WALL) TYPICAL BELOW GRADE AT "L" INTERSECTION (PLAN VIEW) (SEE PLAN)